Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit D13-082 - YETI YOGURT - TENANT IMPROVEMENT
YETI YOGURT 100 ANDOVER PK W D13-082 City odiI'ukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-43 1-3670 Inspection Request Line: 206-431-2451 Web site: htto://www.TukwilaWA.gov Parcel No.: 0223000020 Address: 100 ANDOVER PK W TUKW Suite No: Project Name: YETI YOGURT DEVELOPMENT PERMIT Permit Number: D13-082 Issue Date: 07/29/2013 Permit Expires On: 01/25/2014 Owner: Name: OPEN FRAME LLC Address: PO BOX 654 , KIRKLAND WA 98083 Contact Person: Name: SLAWEK POROWSKI Address: 600 N 36 ST, SUITE 328 , SEATTLE WA 98103 Contractor: Name: AVACHA CONSTRUCTION INC Address: 7824 NE 144 ST , KIRKLAND WA 98034 Contractor License No: AVACHCI921PP Lender: Name: SELF FUNDED - YETI YOGURT Address: Phone: 206-372-1015 Phone: 206-778-0742 Expiration Date: 12/13/2014 DESCRIPTION OF WORK: NEW TENANT: INSTALL YOGURT DISPENSERS BEHIND A NON-BEARING NEW PARTITION, ADD (2) NON-BEARING WALLS FOR MEETING ROOM. Value of Construction: $60,000.00 Fees Collected: $1,754.16 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2009 Type of Construction: III -B Occupancy per IBC: 0008 Electrical Service Provided by: PUGET SOUND ENERGY **continued on next page** doc: IBC -7/10 D13-082 Printed: 07-29-2013 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: N Start Time: Volumes: Cut 0 c.y. Start Time: Size (Inches): 0 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: Permit Center Authorized Signature: N Date: -7-„)-cr'i 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: Date: Print Name: 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 D13-082 Printed: 07-29-2013 7: All construction shall be done in conformqm with the approved plans and the requiremtighof the International Building Code or International Residential Cyr, International Mechanical Code, Washingtograte Energy Code. 8: All food preparation establishments must have Seattle/King County Department of Public Health sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection shall be made by calling Seattle/King County Department of Public Health, (206/296-4928), at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by the agency on the job site. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 11: 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. 12: 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). 13: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 14: 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. 15: ***FIRE DEPARTMENT CONDITIONS*** 16: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 17: 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) 18: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand-held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 19: 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) 20: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 21: 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) 22: 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) 23: 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) doc: IBC -7/10 D13-082 Printed: 07-29-2013 24: Exit hardware and marking shall meet t equirements of the International Fire Code.Chapter 10) 0pan 25: Exits and exit access doors shall be marked by an approved exit sign readily visible fro y 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) 26: 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) 27: 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) 28: 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) 29: 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) 30: 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) 31: Maintain sprinlder coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 32: 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) 33: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of 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 sprinkler work shall commence without approved drawings. (City Ordinance No. 2327). 34: 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 #2328) 35: 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 #2328) (IFC 104.2) 36: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 37: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NEPA 70) 38: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 39: In 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) 40: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 41: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. doc: IBC -7/10 D13-082 Printed: 07-29-2013 42: These plans were reviewed by Inspecto.. If you have any questions, please call Tut Fire Prevention Bureau at (206)575-4407. 43: ***PUBLIC WORKS DEPARTMENT CONDITIONS*** 44: APPLICANT SHALL INSTALL AN INSIDE GREASE TRAP UNDER A PLUMBING PERMIT. doc: IBC -7/10 D13-082 Printed: 07-29-2013 CITY OF TUKT"'"A Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Per- t No. 1)4f -—O92 Project No. Date Application Accepted: 1 1 ( 3 Date Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: tee AiKs-Dco- ?LC Tenant Name: '( l 'COG° QT PROPERTY OWNER / Name: - /� ,R L FLA 1 Z Address: (.040,A,N.-{=x v c_ City:-r-uk_-7/ .A State: Lai Zip: CONTACT PERSON — person receiving all project communication Company Name: y6-7-7 syO4 ()gr. Name: 6 Lr 1p� �j L I R oC- J s Address: Eco ,_ c; - :/-2 al; City: S��_ StateK:: �, ril_ Zip: yer3 " Phone: za .. 37Z' (oSFax: Email: CO t (l1k. i €f Tukwila Business License No.: GENERAL CONTRACTOR INFORMATION Company Name: y6-7-7 syO4 ()gr. Address:4 20 tL' G 50 0\) RD # 7_Cc' t Zip:9 wel 7 City: .m _t n ci State: (ADA Phone: Z6V786 0‘23Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: H:\Applications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-I2.docx Revised: February 2012 bh King Co Assessor's Tax No.: 0 2.F3 (0" CO SCJ Suite Number: (1O Floor: New Tenant: Yes ❑ .. No ARCHITECT OF RECORD Company Name: t 't--1 TE 1L C?21361\2 iiR.0 et (jam-cr Architect Name: �oRQ4�.-3,,1 Address: 6 ` v � s -rt * 3m3, Y City: .-- State: Zip: p6 (c).- DPhone: Phone: 06 372 - iojeax: 206-372 ! Email: , "�©e 1,.,0 a1l-c. p ea ii -i (1 Lik . pi e -t ENGINEER OF RECORD Company Name: 1\3 Engineer Name: A_ Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Address: -a20 au,( 1,..y& 5c1\1. RD 4-2 ? City: .-13,kc (F t State: t, i Y ! Zip: kc47 \_151.\.\.y Page 1 of 4 UILDING;•PERMIT INFORMATI '1-i;262431=3670 Valuation of Project (contractor's bid price): $ 6 0t fit ) Existing Building Valuation: $ Describe the scope of work (please provide detailed information): YOx URT— D( SPEN-SERS t -F I _fid A-• j) O Ij - SEAR ((\7, I JEL) TA- T l 0 N A -DD 2 SON -Ea 41 -?-18.36, fL 'FOR HF:Efl KY -6, iZ1( , Will there be new rack storage? ❑ ....Yes Klo If yes, a separate permit and plan submittal will be required. Provide'All:Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes 0 No If "yes", explain: FIRE P OTECTION/HAZARDOUS MATERIALS: Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Saferyl-Nua Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\Forms-Applications On Line\2012 Applications\Permn Application Revised - 2-7-12.docx Revised: February 2012 bh Page 2 of 4 Existing Interior Remodel Addition to: ~ . Existing Structure . New Type of Construction per '.. ` IBC Type of • Occupancy per :IBC 1St Floor 2 1 7 g l/ 1,(1-1 15 :2"d Floor 3rd Floor Floors th'ru Basethent Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck" • PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes 0 No If "yes", explain: FIRE P OTECTION/HAZARDOUS MATERIALS: Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Saferyl-Nua Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\Forms-Applications On Line\2012 Applications\Permn Application Revised - 2-7-12.docx Revised: February 2012 bh Page 2 of 4 PERMIT APPLICATION NOTES —0 • 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. 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). I HEREBY CERTIFY TH / HAVE READ AND 1(AMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY E LAWS OF THE STi) TE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR ITHO'• ZED AGENT: ) Signature: �' Z� Date: 3/11/1, --- Print Name: \ 5LA-(.tisk. 'f) RIO C4J K f Day Telephone: 2QC 372 - I Of ,S Mailing Address: 6Q3p ' �) . i 4f3 28 ( SET E (t, ? I D 3 City State Zip H:Wpplications\Forms-Applications On Line12012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 4 of 4 :� ItPUBL'IC WORKS PERNIIT�INEO ATION L:1#64034)1,79,. i Scope of Work (please provide detailed information): PRoul b E INL-U I`1 B r Nr --1 Ful--KT5 Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. W ter District .. Tukwila ❑ ...Water District #125 ❑... Highline 0 .. Water Availability Provided Se er District Tukwila ❑ .. Sewer Use Certificate Septic System: O On-site Septic System — For on-site septic : tem, provide 2 copies of a current septic design approved .!King County Health Department. ❑...Valley View ❑...Renton ❑ ...Sewer vailability Provided 0... Renton 0... Seattle Submitted with Application (mark boxes which ❑ .. Civil Plans (Maximum Paper Size — 22" x 3 ❑ .. Technical Information Report (Storm Drainage) ` 0... Geotechnical Report �/ ❑ .. Traffic Impact Analysis ❑ .. Bond ❑... Insurance ❑... Easent(s) ❑...Maintenance Agreem- `(s) ❑ .. Hold Harmless — (SAO) ❑ .. Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ .. Right-of-way Use - Nonprofit for less than 72 hours ❑ ... Right-of-wa 1 se - Profit for less than 72 hours ❑ .. Right-of-way Use - No Disturbance 0...Right-of- f y Use — Potential Disturbance 0 .. Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way ❑ ❑ .. Total Cut ❑ .. Total Fill cubic yards cubic yards rk in Flood Zone 0 torm Drainage ❑ .. Sanitary Side Sewer 0... Abandon Septic , :nk 0...Grease Interceptor ❑ .. Cap or Remove Utilities 0...Curb Cut 0... Channelization ❑ .. Frontage Improvements 0... Pavement C 0...Trench Excavation ❑ .. Traffic Control 0... Looped F. - Line 0...Utility Undergrounding ❑ .. Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Permanent Water Meter Size (1) >7WO # (2) " WO # `� (3) " WO # ❑ .. Temporary Water Meter Size (I) WO # (2) " WO # (3) " WO # ❑ .. Water Only Meter Size WO # ❑ .. Deduct WaMeter Size " ❑ .. Sewer Main Extension Public '■ Private 0 ❑ .. Water Main Extension Pub 0 Private 0 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ .. Water 0 ewer ❑ .. Sewage Treatment Monthly Service Billin Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City Day Telephone: State Zip City State Zip H:Wpplications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 3 of 4 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.TukwilaWA.gov Parcel No.: 0223000020 Address: 100 ANDOVER PK W TUKW Suite No: Applicant: YETI YOGURT RECEIPT Permit Number: D13-082 Status: PENDING Applied Date: 03/11/2013 Issue Date: Receipt No.: R13-01006 Payment Amount: $1,754.16 Initials: WER Payment Date: 03/11/2013 02:43 PM User ID: 1655 Balance: $0.00 Payee: SAM KAJANI (PHONE) TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 045358 ACCOUNT ITEM LIST: Description 1,754.16 Account Code Current Pmts BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 000.322.100 000.345.830 640.237.114 Total: $1,754.16 1,060.40 689.26 4.50 .1..... D......;..4 nC D.6.4sA• n4 4 4 On 1 4 INSPECTION NO. INSPECTION RECORD Retain a copy with permit Z PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Request Line (206) 431-2451 Project:` cT 1_ Y O 6 CY Type of Inspection: t-- I NJ 4 L Address: trD AP S Date Called: Special. Instructions: •ri. &honeNo: Date Wanted: 10 r Cl— a.m. lam: equester: Approved per applicable codes. CO MENTS: Corrections required prior to approval. - 0.1E101 Li 04- \ �4pt okk P spe Date: (3 EIN - ECTION FEE REQ IRED. Prior to ne t inspection, fee must be p: id =t 6300 Southcenter: lvd., Suite 100. Ca t to schedule reinspection. INSPECTION 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 b l 3 -00Z - PERMIT -0 ZPERMIT NO. ProjectType i 1 T L't (3C, t.l In— ofinspection: Ay; r t G r',le `l L. I.c IA - ,1, C Address: mo o to P lti) Date Called: r Special Instructions: Date Wanted:�.m, 10 - - i'?y p.m. Requester: Phone No: Approved per applicable codes.Corrections required prior to approval. COMMENTS: 1;4;1i -heel heel Date: / EINSPCTION FEE REQUIRE a . Prior to pext inspection, fee m be pai, - 6300 Southcenter Blvs., Suite 10 . Call to schedule reinspection. INSPECTION RECORD ' Retain a copy with permit 1, 7 13 -CB?: 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 1 Project: Y ET=t- YO G, Li Irr— Type of Inspection: _ �j �I SP IJ I b C� 4L&1 c Address: C -)O A P1A/ Date Called: ;T:.. Go 6 - Apamie Special Instructions: Date Wanted: 1C]—LI— 3 a.m. Requester: Phone No: Li 25 - 891 - 004 Approved per applicable codes. Corrections required prior to approval. COMMENTS: I F0An1',JC -- 4PPrZfrc/€'b 6 G/.. Azw6.- -- 4PPI•c,./E6 s'zt5Pc 0 CC'/ -/r ,,v5 -4piove,Oril ;T:.. Go 6 - Apamie Date: TI RE S9ECTION FEE REP UIRED. Prior to n xt inspection. fee must be pai 9 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 2 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 -13 3 -age Probe t: _ l P Type of Inspection: aR 100 A4 .vC„ t) it i P }l ill)ST- i � ki , SN.H;A-f h oe-w• A. t.64- to k e ti\j N t, -5 r4- til 6 A- LVJ 0 0-4:51... k' N Address: (0O. t4P Date Called: 0ei1;iv ‘,1..f-entI, t-tie'Sflr1►.tLle-r. 0 e ifoci-fes`e,t 1004-11? Ocf,Deep 135:76R6 1tJs p c io Special Instructions: Date Wanted: . Gi _ 1 (.1- i t,-, P.m. Requester: �T Phone No: 0 Approved per applicable codes. orrections required prior to approval. COMMENTS: COMPO hA-A.tieii 1 pr(PNH �-- ,.J�> J 6 ci aR 100 A4 .vC„ t) it i P }l ill)ST- i � ki , SN.H;A-f h oe-w• A. t.64- to k e ti\j N t, -5 r4- til 6 A- LVJ 0 0-4:51... k' N St_tso1Jc(Pei Oat I iA.) (_as,b,r&J '`'J c( - 01.-thIDS t41Jd'rx:sitr>l.)4 0ei1;iv ‘,1..f-entI, t-tie'Sflr1►.tLle-r. 0 e ifoci-fes`e,t 1004-11? Ocf,Deep 135:76R6 1tJs p c io Ir s eco' : �1/NSPECTION FEE REQIRED. Prior to next inspection, fee must be pt id at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Da INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 ie. . (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Proje t: V9 fl '()6l( Type of Inspection: FRA- a +J C__, At dress: 60 A t�� .pI� Date Called: Special Instructions: Date nted: 21- i`� Reques er: Phone No: L17—C 1 -(n970 Approved per applicable codes. Corrections required prior to approval. COMMENTS: l /� w (Ai Hs APPA PECTION FEE REQUIRED. Prior .to/fiext inspection, fee must be at 6300 Southcenter Blvd., Suite 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- Project:Cpe 1 / C j;,--� Type oaf Inspection: Address: /OD /r ? tz,/ Suite #: /0 0 Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: OK_ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Date: f2 //3 Hrs.: f $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: Address: Company Name: City: State: Word/Inspection Record Form.Doc 6/11/10 Zip: T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit D13-ozz /3-F-233, PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Proje9t: '— Type spection: Address:,Contact Suite #: I C,p hdooet Pk. Person: /20 Special Instructions:. Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: F 4-, iI - oK pi's, Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:'& p J) 75 ( Date:/0/15 7i 2) 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: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 611I/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 0/3 -o�z_ i--s-Z3-2 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: v y -e T- j 10 use so Kf ee.d�-` Type of Inspection: G a o i�r' '' 40/7,4°4 /' Address: Suite #: /00 ,4 Pk) Contact Person: i k f-0 Special Instructions: C Baa -r• r Phone No.: IR' Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: _ Fire Alarm: Hood & Duct: / % %n 1P9 — 1!rO ?/7 1,7,- L 9t l.a 4l / /! S T %r��nen /Gy i�'� i k f-0 n he,/ f4 ,.00,...,d? C Baa -r• r Needs Shift Inspection: * Sprinklers: _ Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspecto'K[ y' fre. y Date: /o/y,/3 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: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Project Summary PRJ-SUM 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Info Project Address Date 06 O f. / 3 106 - , ND©tree PKWA Y For Building Department Use A Y T'r reL) T Applicant Name: lJ. LAkYE# PORO'.t5K Applicant Address: eOD , A t , .36,E Sr�T, Prl 9� 72 , Applicant Phone: 206. 372' 1015 , FILE COPY CORRECTION LTR#_..- p i3o Sz REVIEWED FOR CODE COMPLIANCE APPROVED JUN 13 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUN 0 4 2013 PERMIT CENTER 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Exterior Lighting Summary LTG -EXT 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Info Proj Addres Date 6ing r ( 3 � 100 _ A DOV ER_ f'.K ( For Buil Department Use A. WA - Name: �T.' " YETIvYG Appl. Name SL���^^C LATE.. A G. 't vz® W5K f Appl. PhonE 2.6/6 • s72...10/5 1% /A— Project Description pr Alteration and commissioning • New ■ Addition • Plans Induded Refer to WSEC Section 1513 for controls requirements. Lighting Zone (as specified by Jurisdiction) 0 Zone 1 Zone 2 O Zone 3 0 Zone 4 Compliance Option • Lighting Power Allowance 0 Systems Analysis Building Grounds (luminaires > 100 Watts) 14. Controlled by motion sensor • Efficacy > 60 IumensNV Exemption (list) ) 'P(2 p \/ (QED $ 1u. Y L AN b LORD (M ) Alteration Exceptions (check appropriate box- sec. 1132.3) and space use not changed. • No changes are being made to the lighting ■ Less than 60% of fixtures are new, installed wattage not increased, & space use not changed. Tradable Maximum Allowed Lighting Wattage Base Site Allowance: Tradable Surfaces Description Auowea wars per fie or per If Area (fr), perimeter (10 or # of items Auowea vvans x fie (or x If) Total Allowed Tradable Watts: radable Proposed Lighting Wattage (use mfgr listed maximum input wattage for luminaire.) Surface Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Area (ft2), perimeter (tf) or # of items Allowed Watts x ft2 (or x If) 1% /A— Total proposed tradable watts may not exceed the sum of total allowed tradable watts Total Proposed Tradable Watts: plus the base site allowance. Any base site allowance not needed to make tradable watts comply can be applied to individual non -tradable categories. Non -Tradable Maximum Allowed Lighting Wattage Base Site Allowance Remaining: Fixture Description Non -Tradable Surfaces Description Allowed Watts per ft2 or per If Area (ft2), perimeter (tf) or # of items Allowed Watts x ft2 (or x If) Non -Tradable Proposed Lighting Wattage Surface Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Non -tradable proposed watts may not exceed allowed watts for any individual surface unless the total excess watts for all non -tradable surfaces are less than the remaining site allowance. Total excess Non -Tradable watts: Site Allowance Balance: 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Interior Lighting Summary (back) LTG -INT 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Prescriptive Spaces Occupancy: 0 Warehowe or Parting Garage • Other Qualification Checklist Note: If occupancy type is "Other" and fi Qure answer is checked, the number of fistures 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 • Check if95% or more of Wires comply with 1,2 or 3 and rest are ballasted. 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 ballasts 3. LED lights. TABLE 15-1 Unit Lighting Power Allowance (LPA Use' LPA2 (W/ft`) Us& LPA` (Wilt`) 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 Dueling Units 1.00 Retail70, 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 specificaly 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 wft2 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 wndow, 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 iv. 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 1, ii, or iii plus an additional 1,000 watts for each separate tenant larger than 250 square feet in area. The addtional wattage is allowed only if the merchandise display luminaires comply with all of the following: (a) Located on ceiling -mounted track or directly an 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 interior Unit Lighting Power. Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies ony to the floor area not covered by racks. 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Interior Lighting Summary LTG -INT 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Info Project Address Date 6/1 t<3 IOC - AIv.0 JE __ f7 (Y For Building Department Use TUkW(LA O RO I S— J r Applicant Name: 6V/4. POROUS-5g K.3 1 IL.7 L TTl E Applicant Address: 600 , . v. 6T` SEATTLE 9& 103 Applicant Phone: , WO - 372, ibis Project Description plans Induded requirements. • New Building • Addition 0 Alteration Refer to WSEC Section 1513 for controls and commissioning Compliance Option 0 Prescriptive 0Ligtfing Power Allowance (See Quatification Checklist (over), hdicate Prescriptive & IPA 0 Systems Analysis spares dearly on plans.) Alteration Exceptions (check appropriate box- sec. 1132.3) 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 ftp "" gross intenor Area in ft Allowed x Area K(TalEKI 'I" I.20 <1« 499.2 5E-ATfIJA "A" 1.2.0 (1650 1980.0 BATtfRNS - ' A r' Or 80 304 2'4 3.2 " From Table 15-1 (over) - document all exceptions on form LTG -LPA Proposed Lighting Wattage Total Allowed Watts 2'722 .4 Location (floor plan/room #) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed rrCHEN ,6 " RecGt\(' S SD 400 ?EN"DA 2 50 100 SEAT(NG A " RECESSED at- N 6 40 240 PENDANT, •_ --.. 6 gD 460 ?ENDA -1\ r r LED <i 3o 120 6" *K 5SEi CA N 2 50 1W 15,1411fRHS 4 " RECESSED CAN 7 SO 3S0 ptivi 4lihY 4 h RECESSED at- N) 2 4e) S() MEET. RH ' PCN'j>4N`T- 3 g D 240 Total Proposed Watts may not exceed Total Allowed Watts for hterior Total Proposed Watts 2 t (10 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, lamp, 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 track multiplied by 50, oras 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. SPECIFICATIONS (GB -50) 1. 4" inlet/outlets Sch. 40. (No -Hub) 2. Max flow rate: 50 GPM 3. Liquid capacity: 52 Gallons 4. Max grease capacity: 249 lbs. (35 Gallons) 5. Max solids/sediment capacity: 9.5 Gallons 6. Unit weight w/std. covers: 100 lbs. 7. 2,000 Ib. load rated, bolted, gas/water tight composite covers. 8. Maximum operating temperature 190°F continuous. RECEIVED 'ICK 06 2013 TU lt PUBLIC WORK, NOTES T -Listed by IAPMO to ASME grease interceptor standard #A112.14.3 and CSA 8481.1. 2. Factory installed Built-in flow control. 3. For gravity drainage applications only. Do not use for pressure applications. 4. 3/8" thick seamless high density polyethylene walls. 5. Unit supplied with built-in adapter for up to 3-1/2" of adjustability. Additional riser(s) available for deeper burial depth. 6. Cover placement allows full access to tank for proper maintenance. 7. Vent not required unless per local code. 8. Engineered inlet and outlet diffusers are removable to inspect/clean piping. 9. For on -the -floor or buried applications. 10. Integral Air Relief / Anti -siphon. 11. Three outlet options for easy rough in. Unit shipped with outlet diffuser in outlet "B". DIFFUSION FLOW TECHNOLOGY The inlet diffuser splits incoming effluent into two paths that utilize the entire liquid volume of the tank for efficient grease separation. The calibrated openings greatly reduce effluent turbulence. The effluent enters the main chamber without disturbing the existing grease or sediment layers. The integral air relief/anti-siphon in the top of the outlet diffuser allows pressure stabilization within the unit during operation. The bottom of the outlet diffuser allows only effluent which is free of grease to exit the tank. It can easily be attached to any of the three outlets provided to ease jobsite piping layouts. 37" Outlet "A" (Optional) REVIEWED FOR CODE COMPLIANCE APPROVED JUN 13 2013 Outlet "C" (Optional) TOP VIEW 0 24-1/2" City of T BUILDING ENGINEER SPECIFICATION GUIDE Schier Great BasinTM grease interceptor model # GB -50 shall be lifetime guaranteed and made in USA of seamless, rotationally - molded High Density Polyethylene with minimum 3/8" uniform wall thickness. Interceptor shall be fumished for above or below grade installation. Interceptor shall be built in accordance to ASME A112.14.3 (type C), with field adjustable riser system, built-in flow control, built-in test caps and three outlet options. Interceptor flow rate shall be 50 GPM. Interceptor grease capacity shall be 249 lbs. Cover shall provide water/gas-tight seal and have minimum 2,000 lbs load capacity. OPTIONS: • Teleglide field adjustable risers for extending covers • Male pipe thread connections • 3" Plain end pipe or male pipe thread connections • High water anchor kit (set of 2) • Clamping collar kit • Highway rated bolted composite cover • I-120 rated pickable cast iron cover to grade FILE COPY - 'At IjDdtable adapter Outlet "B" (Standard) Deep structural reinforcing columns ISOMETRIC VIEW CORflFC,TION LTIA# - T.1s. _ .• See note #10 10-1/2" 28-1/2" 15-3/4" Invert b13- 092 Bio i,N•c•pw• era sepandon wilds IMmwpl 0 cheakkol .• lank, Pew. PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED N THIS DRAWING IS THE SOLE PROPERTY OF BONIER PRODUCT& ANY '-,REPRODUCTION IN PMT OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF SCHIER PRODUCTS IS PROHIBITED. PART NUMBER: GB -50 Engineered inlet and outlet diffuser (see description) SECTION "A -A" 28" O I RECEI : p ' 111/1 CITY OFT JUN 0 4 2013 4111p PERMIT CENTER ® SPECIFICATION SHEET A END VIEW DESCRIPTION: GREAT BASIN SERIES POLYETHYLENE GREASE INTERCEPTOR 50 GPM, 52 LIQUID GALLONS, 249 GREASE POUNDS CAPACITY DWG BY: TEU DATE: 12/7/10 [REV: 2 - 5/3/13 MATL: PE Schier Products 9500 Woodend Road Edwardsville, KS 66111 Tel: 800.827-7119 Fax: 800-827-9664 www.schierproducts.com Made in the U.S.A SCHIER PRODUCTS Pioneering Drain Line Purity Tukwila Building Division Allen Johannessen, Plan Examiner Determination of Completeness Memo Date: April 3, 2013 Project Name: Yeti Yogurt Permit #: D13-082 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. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) Structural Drawings and structural calculations sheets by a registered engineer shall have a current signed stamp -seal. Architectural design sheets and documents by a registered architect shall also have a current signed stamp -seal. 1. Previous memo requested occupant calculations. The occupant calculations provided needs some clarification. Square footage was provided for the meeting room. However the square footage was not provided for the dining area or may have been included in the occupant calculations. Bathrooms and storage areas are not 6f4• v included in the occupant load. In addition, numbers of calculated occupants are rounded up to the next decimal 'point, i.e. (1.2 = 2). Every room or space that is assembly occupancy shall have the occupant load of the room 51{. 1 or space posted in a conspicuous place. Therefore we need to know exactly what that figure is, at or before final inspection. Please provide clarification for square footage for the separate occupied areas and occupant load on the plan and specified in the occupant table. Occupant load governs over the number of seating proposed. (IBC 1004.3) 1. Provide occupant calculations on the cover sheet for this space and show total occupant load. Since the dining area exceeds 750 sq. ft. this would be considered an "A" occupancy where the occupant load is calculated at 15 sq. ft. per person (pp.). Kitchen 200 sq. ft. pp. Office 100 sq. ft. pp. Also conference rooms are considered "A" occupancy i.e. "Meeting Room ". You may want to reconsider the classification of the Meeting Room. Identify each separate area on the floor plan consistent with cover sheet calculations with the square footage of each area. (2009 IBC 303.1 Exception 3 & TABLE 1004.1.1) 2. The revised plan provided did not identify emergency egress paths. The plans shall specifically show an ��,,rr''rremergency egress path that leads to the exit on the egress plan plan. Those are the 44 inch clear -width paths ;e- K 'that will be provided with emergency illumination meeting the illumination levels required by code. Those paths shall be inspected for illumination levels as well as the pathway clearances required prior to final inspection. Provide this information on the plan. 2. Provide an egress plan for this space. Emergency illumination shall be provided along the common paths of egress and shall have at least an average 1 foot-candle and a minimum at any point of 0.1 foot candle measured along the path of egress at the floor level. Emergency lighting shall also be required for exit discharge doorways and any related discharge components that lead to a public way. (IBC 107.2.3 & Section 1006) (IBC 1006) 3. In addition to sheet K.1, the original plan had some ADA notes for the restroom grab bars and front counter seating that were not transferred to the revised plan. For consistency provide all necessary n& a,oDn on 60 14` ( plans as originally provided. CITY OF tTUK1�/I( CORRECTION LT R. JUN 0 4 209 PERMIT CENTER • • 4. Your response to item 4) lighting form was submitted by Anthony Ellis. However that lighting budget form was not for your project. Please provide the completed lighting budget form. 4. Provide a completed lighting budget form in compliance with 2009 Washington State Nonresidential Energy Code. 2009 NREC Compliance Forms for Lighting is available online at: http://www.neec.net/energy-codes, (scroll down to center of page). Should there be questions concerning the above requirements, contact the Building Division at 206-431-3670. No further comments at this time. RECEIVED CITY OF TUKWILA JUN 0 4 2013 PERMIT CENTER DATE: PROJECT NAME: RE: ADDRESS: ZONING: March 29, 2013 Yeti Yogurt D13-082 100 APW TUC PLANNING DIVISION COMMENTS The Planning Division of DCD has reviewed the above permit application. The permit application cannot be approved. 1. Provide parking calculations for the entire site, including the proposed Yeti Yogurt. The parking calculations needs to include all uses on the Acme Site, LA Fitness, and California Pizza Kitchen. CmtsFte_rl t, i gEV�1). Wr'( 3(sr 13 CORRECTION fP- RECEIVED CITY OF TUKWILA JUN 0 4 2013 PERMIT CENTER • CITY OF TUKWILA PUBLIC WORKS DEPARTMENT REVIEW COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards DATE: April 10, 2013 PROJECT: Yeti Yogurt 100 Andover Park West (Suite 120) 1st Review Comments PERMIT NO: D13-082 PLAN REVIEWER: Contact David McPherson at (206) 431-2448, if you have any questions/comments regarding the following comments. david.mcpherson(a�tukwilawa.gov 1. An interior grease trap/interceptor shall be installed under a separate Plumbing Permit as food preparation is going to take place. Specify size/manufacturer/model number on plans and include a grease interceptor cut sheet. If you have questions regarding the grease trap/interceptor requirement please contact Mike Cusick, P.E., Senior Water & Sanitary Sewer Engineer at (206) 431-2441. michael.cusickAtukwilawa.gov 2. Verify if existing outside grease interceptor is available for connection. If available, show and label on a plan sheet. See ACME Bowling plan sheet C3 of 6 — enclosed for your reference. 5EPA-Pdt-TE GteV6E t N'rEV:C Flt ,3 CFtL a13-56 , ?ER_ CORRECTION RECEIVED CITY OF TUKWILA JUN 0 4 2013 PERMIT CENTER April 24, 2013 Slawek Porowski 600 N 36 St, Suite 328 Seattle, WA 98103 • City of Tukwila • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: Correction Letter #1 Development Permit Application Number D13-082 Yeti Yogurt —100 Andover Pk W Dear Mr. Prowski, 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, Planning, and Public Works Departments. At this time the Fire Department has no comments. Please contact the appropriate individuals if you have questions regarding the attached memos. Building Department: Allen Johannessen at 206 433-7163 Planning Department: Brandon Miles at 206 431-3684 Public Works Department: David McPherson at 206 431-2448 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, I can be reached at (206) 431-3670. Sincerely, -JO ---GLA"L Bill Rambo Permit Technician File No. D13-082 GG^IPermit CenterlCorrection Letters120131D13-082 Correction Letter #I.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Tukwila Building Division Allen Johannessen, Plan Examiner Determination of Completeness Memo Date: April 3, 2013 Project Name: Yeti Yogurt Permit #: D13-082 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. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) Structural Drawings and structural calculations sheets by a registered engineer shall have a current signed stamp -seal. Architectural design sheets and documents by a registered architect shall also have a current signed stamp -seal. 1. Previous memo requested occupant calculations. The occupant calculations provided needs some clarification. Square footage was provided for the meeting room. However the square footage was not provided for the dining area or may have been included in the occupant calculations. Bathrooms and storage areas are not included in the occupant load. In addition, numbers of calculated occupants are rounded up to the next decimal point, i.e. (1.2 = 2). Every room or space that is assembly occupancy shall have the occupant load of the room or space posted in a conspicuous place. Therefore we need to know exactly what that figure is, at or before final inspection. Please provide clarification for square footage for the separate occupied areas and occupant load on the plan and specified in the occupant table. Occupant load governs over the number of seating proposed. (IBC 1004.3) 1. Provide occupant calculations on the cover sheet for this space and show total occupant load. Since the dining area exceeds 750 sq. ft. this would be considered an "A" occupancy where the occupant load is calculated at 15 sq. fi. per person (pp.). Kitchen 200 sq. fi. pp. Office 100 sq. fi. pp. Also conference rooms are considered "A" occupancy i.e. "Meeting Room". You niay want to reconsider the classification of the Meeting Room. Identify each separate area on the floor plan consistent with cover sheet calculations with the square footage of each area. (2009 !BC 303.1 Exception 3 & TABLE /004.1.1) 2. The revised plan provided did not identify emergency egress paths. The plans shall specifically show an emergency egress path that leads to the exit on the egress plan plan. Those are the 44 inch clear -width paths that will be provided with emergency illumination meeting the illumination levels required by code. Those paths shall be inspected for illumination levels as well as the pathway clearances required prior to final inspection. Provide this information on the plan. 2. Provide an egress plan for this space. Emergency illumination shall be provided along the common paths of egress and shall have at least an average I foot-candle and a minimum at any point of 0. / foot candle measured along the path of egress at the floor level. Emergency lighting shall also be required for exit discharge doonvays and any related discharge components that lead to a public way. (IBC /07.2.3 & Section 1006) (IBC 1006) 3. In addition to sheet K.1, the original plan had some ADA notes for the restroom grab bars and front counter seating that were not transferred to the revised plan. For consistency provide all necessary information on plans as originally provided. . • 4. Your response to item 4) lighting form was submitted by Anthony Ellis. However that lighting budget form was not for your project. Please provide the completed lighting budget form. 4. Provide a completed lighting budget form in compliance with 2009 Washington State Nonresidential Energy Code. 2009 NREC Compliance Forms for Lighting is available online at: http://www.neec.net/energy-codes, (scroll down to center of page). Should there be questions concerning the above requirements, contact the Building Division at 206-431-3670. No further comments at this time. • • PLANNING DIVISION COMMENTS DATE: March 29, 2013 PROJECT NAME: Yeti Yogurt RE: D13-082 ADDRESS: 100 APW ZONING: TUC The Planning Division of DCD has reviewed the above permit application. The permit application cannot be approved. 1. Provide parking calculations for the entire site, including the proposed Yeti Yogurt. The parking calculations needs to include all uses on the Acme Site, LA Fitness, and California Pizza Kitchen. • • CITY OF TUKWILA PUBLIC WORKS DEPARTMENT REVIEW COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards DATE: April 10, 2013 PROJECT: Yeti Yogurt 100 Andover Park West (Suite 120) 1st Review Comments PERMIT NO: D13-082 PLAN REVIEWER: Contact David McPherson at (206) 431-2448, if you have any questions/comments regarding the following comments. david.mcpherson a(�tukwilawa.gov 1. An interior grease trap/interceptor shall be installed under a separate Plumbing Permit as food preparation is going to take place. Specify size/manufacturer/model number on plans and include a grease interceptor cut sheet. If you have questions regarding the grease trap/interceptor requirement please contact Mike Cusick, P.E., Senior Water & Sanitary Sewer Engineer at (206) 431-2441. rnichael.cusick(cr�tukwilawa.gov 2. Verify if existing outside grease interceptor is available for connection. If available, show and label on a plan sheet. See ACME Bowling plan sheet C3 of 6 — enclosed for your reference. PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER D13-082 PROJECT NAME: YETI YOGURT SITE ADDRESS: 100 ANDOVER PK W Original Plan Submittal DATE: 06-04-13 Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS: Fire Prevention Structural Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 06-06-13 Complete V:11 Incomplete ❑ Comments: Not Applicable Permit Center Use:' Only' INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 07-04-13 Approved ❑ Approved with Conditions .k1 Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center' Use Only, CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: Documents/routing slip.doc 2-28-02 iti) PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-082 DATE: 03-27-13 PROJECT NAME: YETI YOGURT SITE ADDRESS: 100 ANDOVER PK W Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: ASpvt. `-43 Buildin Division *PVII`i 111°"'3 u lic orks A \ AtA)C(> le".\''''/L Fire Prevention Planning Division Structural ❑ Permit Coordinator V)1 - 3 )1-3 u DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 03-28-13 Complete Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping ❑ PW 0 Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04-25-13 Approved Approved with Conditions n Not Approved (attach comments) j, Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 14--)-14— 1 ')—u—' - Departments issued corrections: Bldg Fire 0 PIn PW — Staff Initials: Documents/routing slip.doc 2-28-02 !.z • COC'Y PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-082 PROJECT NAME: YETI YOGURT SITE ADDRESS: 100 ANDOVER PK W X Original Plan Submittal Response to Incomplete Letter # DATE: 03-11-13 Response to Correction Letter # Revision # After Permit Issued DEPA TMEN S: B in DiJisio Public Works 111 Ian �I� 0-IZ'+ Fire Prevention Planning Division Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Incomplete DUE DATE: 03-12-13 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg '1 Fire ❑ Ping 0 PW 0 Staff Initials: 3 LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04-09-13 Approved Approved with Conditions n Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: PermittCenter Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: Documents/routing slip.doc 2-28-02 • PLAN REVIEW CHECKLIST - (Nonstructural) Permit App. P/3- a"Z By: IBC Edition & State Amend. Date: Project title: ,67/ Yo, +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Classify the building or portion thereof in accordance with Chapter 3 etermine the type of construction of the building in accordance with Chapter 6. Determine if the location of building on the site and clearances to property lines and other buildings on the site plan are in accordance with code provisions. Review for conformity with General building height and area limitations in accordance with Chapter 5. Review for conformity with special detailed requirements based on use and Occupancy. �eview for conformity with Type of Construction requirements of Chapter 6. Review for conformity with Fire and Smoke protection features of Chapter 7. Q— Review for conformity with requirements of interior finishes of Chapter 8. Review for conformity with requirements for fire protection systems of Chapter 9. Q/Review for conformity with requirements for means of egress requirements of Chapter 10 Review for conformity with requirements of accessibility in accordance with Chapter 11, and ICC A117.1 —iew for conformity with Washington State Energy Code. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ V In circle = topic has been reviewed for the application. X In circle = topic is not relevant to proposed scope of work. • • City of Tukwila. • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 06 .05.1 Plan Check/Permit Number: D13-082 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Yeti Yogurt Project Address: 100 Andover Pk W Contact Person: 6LfriAtEk 120ROW-50Phone Number: 206. 372 • (Oi(S Summary of Revision: I , GLi4R(F(CATION Com' GCGUPARGY - K • (4 K • 3 , COVED. 2_ Atit2ITION OF (='X(Tt ISG ¶LWH(MATtOM it Ex (r PATi+weir 6Hwr 3 3. p t)tED DATA ADA Rikli5 'r 'k',S . K- I TER. BRhNDON MILES (D5,3(.13) Sheet Number(s): CO(IE' 5 T 1<- ( K-3 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: /� Entered in Permits Plus on 1 _L( l 3 RECEIVED CITY OF TUKWIIA PERMIT ' EMTEn \applications\forms-applications on line\revision submittal Created: 8-13-2004 Revised: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: .5 G—e ( 3 Plan Check/Permit Number: D13 -082 ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Yeti Yogurt Project Address: 100 Andover Pk W cnyA�eVED CaF rokU0144 MAR 282013 PERMIT ceviER Contact Person: SL4U JEK c) (:)C 5{� S Phone Number: 206-372 - (OS - Summary of Revision: 2 )(T-(O�/4-C_ EX(T- SfG L37TIF- - (JOTE .T THE OF (LLQt (k)A-T7Ou') , E- 6 3 Y /1-IVIT-FOLSY ELLI S 2, A -C O A -S RE -0 S E D lite- DcCU Pit- m-cr LCjLS I a oh" Dccv oIl t»Q y RtL marE5 2F oN -DI-6E K-(, G07Tt{- 0k37r ba.SE Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Centeq by: Entered in Permits Plus on C:\Users\jennifer-m\Desktop\Revision Submittal Form.doc Revised: May 201 I March 12, 2013 Slawek Porowski 600 N 36 Street, #328 Seattle, WA 98103 • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: Incomplete Letter #1 Development Permit Application Number D13-082 Yeti Yogurt —100 Andover Pk W Dear Applicant, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on March 11, 2013 is determined to be incomplete. Before your application can continue the plan review process the attached/following items from the following department(s) need(s) to be addressed: Building Department: Allen Johannessen at 206 433-7163 if you have any questions regarding the attached comments. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431-3670. File No. D13-082 W:IPermit Centerllncomplete LettersI20131D13-082 Incomplete Letter #1.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Tukwila Building Division Allen Johannessen, Pian Examiner Determination of Completeness Memo Date: March 12, 2013 Project Name: • Yeti Yogurt Permit #: D13-082 Plan Review: Allen Johannessen, Plans Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Provide occupant calculations on the cover sheet for this space and show total occupant load. Since the dining area exceeds 750 sq. ft. this would be considered an "A" occupancy where the occupant load is calculated at 15 sq. ft. per person (pp.). Kitchen 200 sq. ft. pp. Office 100 sq. ft. pp. Also conference rooms are considered "A" occupancy i.e. "Meeting Room". You may want to reconsider the classification of the Meeting Room. Identify each separate area on the floor plan consistent with cover sheet calculations with the square footage of each area. (2009 IBC 303.1 Exception 3 & TABLE 1004.1.1) 2. Provide an egress plan for this space. Emergency illumination shall be provided along the common paths of egress and shall have at least an average 1 foot-candle and a minimum at any point of 0.1 foot candle measured along the path of egress at the floor level. Emergency lighting shall also be required for exit discharge doorways and any related discharge components that lead to a public way. (IBC 107.2.3 & Section 1006) (IBC 1006) 3. Provide a completed lighting budget form in compliance with 2009 Washington State Nonresidential Energy Code. 2009 NREC Compliance Forms for Lighting is available online at: http://www.neec.net/energy-codes , (scroll down to center of page). Should there be questions concerning the above requirements, contact the Building Division at 206-431-3670. No further comments at this time. • Environmental Health Services Division 401 Fifth Avenue, Suite 1100 Seattle, WA 98104-1818 206-263-9566 Fax 206-296-0189 TTY Relay: 711 www.kingcounty.gov/health April 18, 2013 Slawek Porowski Interurban Architects 600 N. 36th St. #328 Seattle, WA 98103 RE: • Public Health 1.41 Seattle & King County Transmitted via electronic mail Plans and Specifications for: Yeti Yogurt at 100 Andover Pkwy W. #110, Tukwila, WA 98188 SR1333801 P/E 6712 (Risk 2; seating capacity 13-50) Dear Slawek, 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 Rules and Regulations 05-06 (The Food Code) are hereby APPROVED and subject to the following conditions: 1. Front service area: There shall be no food or beverages prepared in the front service area (cashier area) since a handwash sink is not present. 2. Hot water heater: The main handwash sink in the back kitchen area must be connected to a hot water tank (ie gas, electric or on -demand). An insta-hot unit for the kitchen handwash sink is not allowed. 3. Insta-hot units in the restrooms: It is strongly recommended that hot water for the restroom handwash sinks be plumbed from the main hot water heater instead of using an instant warm type water heater under each sink. Insta-hot units are inconsistent and may not provide the minimum temperature of 100 degrees Fahrenheit for at least 15 seconds. 4. Handwash sink use: Handwash sinks shall be used for handwashing only. For more information regarding emergency eyewash stations, please contact Mark Soltow, Regional Consultation Manager (Department of Labor and Industries) at 206-515-2837. 5. Light bulbs: Light bulbs shall be shielded, coated, or otherwise shatter -resistant in areas where there is exposed food; clean equipment, utensils, and linens; or unwrapped single -service and single -use articles. 6. No changes shall be made without Health Department approval. 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 establishment has been assigned the following plan review service number SR1333801. 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: b12, oBz RECEIVED CITY OF TUKWILA JUN 272013 PERMIT CENTER Slawek Porowski — Yeti Yogurt • April 18, 2013 Page 2 1. Complete the enclosed application for the annual operations 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 Diane Agasid (206-296-9750) at least one week in advance to schedule a preoperational inspection. Be sure all other inspections (plumbing, building, etc.) are done before you call the Health Department for an inspection. Please refer to the enclosed Preoperational Checklist for more information. 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 $402.00 fee (+$201.00/hr after 2 hours) for a repeat inspection. Please be aware that additional hourly fees will be charged if the total plan review and preoperational inspection goes beyond the base four (4) hours for this remodel project. An invoice will be sent to you after the preoperational inspection and must be paid immediately. 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. If you have any questions, please don't hesitate to contact me. Thank you for your compliance in this matter and I look forward to seeing you soon. Diane A. Bondoc, R.S. Food and Facilities Plan Reviewer DAB Enclosures Cc: Berhanu Alemeyehu R.S, Health and Environmental Investigator II 77 . a •a .! '''ll ' . E' . Public Health: 3 Seattle: &'Kng"'ounty,. 2013 Plan Review. Application -CUM Permanent Food Service Business (If you are proposing a mobile food business or Limited Food Service business, use the Mobile Plan Review Application) Project Information (Please Print) •:•Service Request Name of Business: Yc _ ! 7 Yid URT 1 f<LS"(( i Proposed Business Address: (9-O A-NDO(ER_ c j 4t ((CO City: T UCij ((Jc Zip: Was this facility previously a food service business? 0 Yes, former name: Ajlo 0 Don't Know If Yes, how long has it been closed? 0 Less the 3 months 0 3 mos. to one year 0 More than one year 0 Don't Know Plan to open by: A-T'R(( gQ Proposed Number of Seats: '3 Sewage Treatment:ESewer 0 On -Site Septic For City of Seattle, DPD Project # Plan Review Fee (see pg 2 in Plan Guide) (Make checks payable to: "SKCDPH") 0 -New Construction (includes installing a new kitchen OR re -permitting an existing kitchen that has not been used for one year or more) ($804 base fee covers the first 4 hrs of plan review) ❑ Remodel (changes or add to an existing kitchen) ($603 base fee covers the first 3 hrs of plan review) 0 Multiple. Permit Establishment ($603 base fee for each separate area covers the first 3 hrs of plan review for each area) Please note: plan review fees are non-refundable and plan review time beyond the base will be charged at the rate of $201 per hour. You will pay a separate permit fee before opening. Business Owner Information OwnerName(s): Y TS Y()GQRT- Mailing Address: 470 ELI l 5 COV' R9 to City: 'P/4C(P1 G State: Phone No.'s 2c2 • 7h iQ - 0E Z 3 Email: ja 1,4 (;'a a -c -t1 e Fax (Optional): •:•Requestor LAASI Zip: 189047 Applicant Information (If not the business owner) 11 H )CC: kth3ilfeck Contact Person (Applicant or Agent) Name(s): Business Name: (NZ RC)Bo+N F1-2CE((T1 TC T , Phone No.'s 204'; 37? -(6)/5- Mailing Address: 64C0 () - IN) - ?E. tt32g City: r6/ fid. State: W7 Zip: `3 81 Q Email: (-0 W-4 (-K. i'(4.1<__ Fax (Optional): Office Use OnI Please submit your application to: rJ n1 M, EASTGATE,'-'� 14350 S.E. Eastgate Way,' Bellevue , WA 98007—' (206) 296-979474 rra S/Ehshare'Techdata/Food/Food Forms/ 2013 Food Forms/2013 Permanent Plan Riv7 Available in alternative format upon request pursuant to ADA DOWNTOWN SEATTLE 401 - 5'h Avenue, Suite 1100 Seattle, WA 98104 76) 263-9566 Infapplication 0 0 SJ EV r.olvilegyA2 Contractors or Tradespeople Pr er Friendly Page • General/Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name AVACHA CONSTRUCTION INC UBI No. 602870119 Phone 2067780742 Status Active Address 7824 Ne 144Th St License No. AVACHCI921PP Suite/Apt. License Type Construction Contractor City Kirkland Effective Date 10/17/2008 State WA Expiration Date 12/13/2014 Zip 98034 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status 4ELEMEC961C6 4 ELEMENT CONSTRUCTION Construction Contractor General Unused 2/26/2004 2/26/2006 Archived VLADSC*982J4 VLAD'S CONSTRUCTION Construction Contractor General Unused 4/24/2002 4/24/2004 Archived AQUAPI*9280J AQUAPAINT INC Construction Contractor Painting/Wallcovering Unused 9/11/2008 9/11/2010 Expired ATAS*I*917W9 ATAS INC Construction Contractor Heating/Vent/Air- Conditioning And Refrig (Hvac/R) Unused 1/29/2009 1/29/2011 Out Of Business 4ELEMEC9650N 4 ELEMENT CONSTRUCTION Construction Contractor General Unused 9/15/2004 9/15/2010 Out Of Business Business Owner Information Name Role Effective Date Expiration Date LOZINSKI, VLADIMIR Y Agent 09/21/2010 Bond Amount SCHENCK, JEFFREY ISIAC Vice President 06/01/2012 9803379 TIKHOVA, LIUDMILA N President 09/21/2010 06/01/2012 LOZINSKI, VLADIMIR President 10/17/2008 09/21/2010 TIKHOVA, LIUDMILA President 11/04/2008 07/20/2009 LOZINSKI, VLADIMIR Vice President 11/04/2008 07/20/2009 TIKHOV, SERGEY Agent 10/17/2008 11/04/2008 TIKLOV, SERGEY Vice President 10/17/2008 11/04/2008 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 2 LEXON INSURANCE CO 9803379 10/16/2010 Until Cancelled $12,000.00 10/07/2010 1 American Contractors Indem CO 100056114 10/16/2008 10/16/2010 12/13/2010 $12,000.0010/17/2008 10/31/2011 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 6 Developers Surety & Indem Co BIS00010601-03 11/04/2012 11/04/2013 $1,000,000.0010/15/2012 5 BIS0001060102 11/04/2011 11/04/2012 $2,000,000.00 10/31/2011 https://fortress.wa.gov/lni/bbip/Print.aspx 07/29/2013 ANDOVER PARK UJEST ( 1 60' PLAT BAKER BOULEvARD ri. 250.43' P.L. 4.96' EX. CURB CU 4 4 TRACK 4 iiiiIIHHIfl • 4•MUM uu•.s ininininUMEMV MUMIIMIdirAVr ►� li omw r!_� 110 -0' PLAT SETBACK be85'•51' ER SEPERATE PERM I= 6085'•51' G•S SE- 11 c c c c rt- TITI1=H PROPOSED TENANT IMPROVEMENT - AREA OF WORK 535(72' 2HC•24' 1' 1— —1009'•99' 111111115111:21121:1-- u, -6 - -• 74 IT —1 n11l11 it r — C- EXISTING ACME BOWLING TOTAL AREA 60,896 6F. ACME BOWLING: 50,806 F. (40 LAVES) RETAIL: 10,090 S.F. EXISTING PARKING = 265 (18 COMPACT) EX. DUMPSTER 1 NNE IMMO P.L. 338' —1 -LL LI. it. .I__J Jl GAS M�ETER i • I. S(TE_ P AN SARK WEST FL4Z4 SCALE: 1":40' r PL. 446' REVISIONS No changes shall be made to the scope of ^ioric without prior approval of +`u'c...vi!a Building Division. 17 71 P:•. sans will require a new Wan submittal in:,-;zue additional plan review fess. j SEPARATE PERMIT REQUIRED FOR: L7 Mechanical ErEiectrical mbing L'rGas Piping `"'y of Tukwila DIVISION .010 FELE C Permit: No..,,134" S 2sekh r^vr 1w approval is subject to errors and omissions. of conduction documents does not autho zo 31 any adopted code or ordinance. Receipt n� Lp t oveci Meld Copy and coations Isacknowledged: By A\r \q't Date: '7 /z g )13 City Of iU iia BUILDING DIVISION CEILING Gi20SS SECTION ISUILD INCA AND SITE STATS 1. BUILDING CODE: IBC 2009 2. ZONING: TUC TUKWILA URBAN CENTER 3. SITE AREA: 145, 26.1 SF 4. CODE SETBACKS: FRONT YARD: 15' SECOND FRONT: 15' SIDES: 10' REAR: 10' MAXIMUM BUILDING 1-1EIGNT: 115' (CURRENT NEIGI-IT +30') 5. TENANT AREA: 24376 6F' -6. OCCUPANCY GROUP: 13651TC S1) 1. BUILDING CONST. TYPE: III -B SPRINKLERED 8. PARKING: ACME BOWLING AND RETAIL: 211 STALLS SCOPE 0 ,,01R< 1 N5TALL EQUrrivIE.NY TO SELL FLOZE.N YO6LAT coN3fluc1- ?A it iT10N5 A-6 NEEDED SEPARATE PERMITS FOR ELECTICAL AND rwm6ING. LEGAL DESCRIPTION: LOT 1 OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO. L-05-025, RECORDED UNDER RECORDING NO. 20050925900006, RECORDS OF KING COUNTY, WASHINGTON. TAX ID # 022310-0010 VICINITY MAP EXISTING ROOF STRUCTURE AND ROOF INSULATION SUSPENDED ACOUSTIC CEILING AT +11' AFF STANDARD GRID AND 2'X4' TILES REVIEWED FOR. CODE COMPLIANCE APPROVED JUN 13 2013 A -T U� City of Tukwila BUILDING DIVISION :RECEIVED OF TUKWILA JUN 0If2013 PERMIT CENTER EXISTING FULL NEIGI4T DEMISING STUD WALL EXISTING STUD WALL RAILING UJITN TOP CAP CORREC 'ION EXISTING FLOOR STRUCTURE WITH PLYWOOD FLOORING AND GYP BD CEILING UNDER (1111-gOoM5) EXISTING CONCRETE SLAB 4945 -RE ERED ARCM ECT SLAWOMIR POROWSKI STATE OF WASHUNG1'0N 4"ElYCE WED m w W V DESCRIPTION SUBMIT FOR PERMIT N C7 rn� 00 00 N co ro N c0 c0 N N w O XX 0I U 0 SCALE: I/4" : 1'-0" \\Wkst-4\documents\CAD\2006\0631 PARK WEST RETAIL\ACME RETAIL\SUITE 110 06-08-11\T 1.dwg, 6/14/2011 3:40:20 PM, Acrobat Distiller 24x36.pc3 ITEM NO. SUPPLIER >-- I= --4 Q DESCRIPTION K.E.C. PURVEYOR OWNER 1 10-4 1 WALK-IN COOLER 2 11-'•1 LOT COOLER SHELVING 3 op -4 1LOT STORAGE SHELVING 4 110- -4 1 REACH -IN FREEZER 5 op,- -4 1 HANDSINK 6 SPARE NUMBER 1 SPARE NUMBER 8 irr4 1 1 COMPARTMENT PREP SINK 9 IN- : I 1 FAUCET 10 10- i 2 OvER-IEAD WALL SHELF 11 ►-4 I MOP SINK 12 p., 4i 1 FAUCET 13 1►:> 1 OVERHEAD WALL SHELF 14 ►'-4 1 3 COMPARTMENT SINK 15 •. -4 1 PRE -RINSE 16 10-a4 3 LEVER WASTE 11 110- 4 2 OVERHEAD WALL SHELF 18 SPARE NUMBER 19 SPARE NUMBER 20 ► 41 1 MOBILE WORKTABLE 21 0.4 2 OVERHEAD WALL SHELF 22 ►- 8 SOFT SERVE MACHINE 23 1 GLYCOL SYSTEM 24 SPARE NUMBER 25 SPARE NUMBER 26 SPARE NUMBER 21 SPARE NUMBER 28 I► 3 CUP DISPENSER 29 1 CUP LEDGE 1.11/TRASH 30 o. -4 1 GLASS WALL 31 EZ2 8 5/5 TRIM 32 lir- :` I 1 TOPPING5 COUNTER 33 ►-i 1 DROP-IN COLD PAN 34 10.4 1 SNEEZEGUARD 35 CSIZI 40 DRY TOPPINGS DISPENSER 36 op -4 1 SNEEZEGUARD 31 0. -4 1 TOPPINGS DISPENSER 38 0- -4 2 FOOD WARMER 39 ►.t4 1 UNDERCOUNTER REFRIGERATOR 40 p.- -4 1 FRONT COUNTER 41 0- -41 2 POS 42 ► -4 2 SCALE 43 ►-; 4 1 SAFE 44 10- -4 1 BACK COUNTER 45 1.4 1 FREEZER DISPLAY CASE 46 ► 4 I REFRIGERATED DISPLAY CASE 41 SPARE NUMBER 48 SPARE NUMBER 4g SPARE NUMBER 50 ► -1 1 TRASH/WATER COUNTER 51 ► 4 I WATER BUBBLER DISPENSER 52 ► -1 2 BUDDY BAR 53 0,- 4 IS BARSTOOL 54 Ir. 4 2 18" X 54" TABLE 55 lo- -4 1 SETTEE $6 ME 4 24" X 24" TABLE 51 111. -4 12 CHAIR 58 IP- 4 4 LOUNGE CHAIR 59 10- 4 2 SIDE TABLE 60 10-41 4 1130" X 30" TABLE GON�NEGTNON NOTES: - ILLUMINATED L.Q.D. EXITSIGN W,/ 2 SOUKGE6 01= ?OWER AND ADJOSTAbLE L.E.D PKOJEGTOt'S rFoVIDIKG A MIN. OE 0.1 FODTCANDLE AT ANY MINT' OF EXIT" 1'ATh AND AN AVEKAGE OF 1 FOOT CANDLE , MEASURED AT FLOOR LEVEL . — LIGRTrNG BUDGET : THE f'REMI5E5 HAVE BEL'N IN USE UNTIL A LEPcSE_ FREAK AND WERE IN GOMPLIARGE M11 -t V\1.5 2OO9 NIMEC . SEE. AtTACttED LIGY-TI NG 15OL EY. tXtT — OGGUPf'r(-1T LDAP: TOTAL ACEA KIT IfE N : 416 5 ® 220 5fJrP = 2.D8 ti 5 OCG. TAT11- rcot4 :304 Sf I DO hF/?r = 3.01 .'' 4 &GG . E.4 -T1 N I6505P--15E/pp=110 OCG_ _ TOTAL NOMINAL OiCCUPARLY = 1)7 ; 1ISOVIPET) 5 ATING -26 MIN. 2 EXIM 1 QUED, 2 rKoVI DED - CX SEE. AtEA OUTL i NE5 54. -K J *Separate Mechanical Permit shall be required for: Coolers, freezers, walk-in coolers and freezers, i.e. assembled and hardwired. *Self-contained "pluqin" coolers or freezers (appliance type) shall not require a mechanical permit. IF - SEATING TOTAL: 40 II II 14--J 100 C; 0 E 91 0 0.0 677007 10000000000i '0000000000' ' LQ�4QQQQQQQI L_ _J I —7(.—Loup;-7 2 460 102 tfti) \ (3 erS \1 L°: 1P -C‘ 451 \�&PilG 111111111 SENVIGE 29 0 SF 28 a :s ADA Grab Bars in Commercial Toilet 12 max 54"min 42 min JOSS to Side Wall 24 min 510 36 min a15 12 min Rear WaII 305 Side Wall - The side wall grab bar shall be 42 inches (1065 mm) long rr inches (305 mm) maximum from the rear wall and extending 54 inches from the rear wall. Rear Wall -The rear wall grab bar shall be 36 inches (915 mm) long mir the centerline of the water closet 12 inches (305 mm) minimum on one mm) minimum on the other side. EXCEPTIONS: The rear grab bar may be permitted to be 24 inches (61 centered on the water closet, where wall space does not permit a lengtl, minimum due to the location of a recessed fixture adjacent to the water building codes. aD VINYL E.L. RM. M1 ET1NG KOOM 300 5E . 105 1514' ECRU I 'MENT FLAN Scale: 1/4"=l'-0" ENE4L NOTA S 1. IT SHALL BE NOTED BY THE GENERAL CONTRACTOR AND ALL SUB -CONTRACTORS THAT THIS 5ET OF PLANS AND THE INFORMATION CONTAINED IUITHIN IN NO WAY RELIEVES SAID PARTIES OF THEIR RESPONSIBILITY TO INVESTIGATE AND COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES AND TO PERFORM ALL WORK TO THE HIGHEST STANDARDS. 2. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND ALL SUB -CONTRACTORS TO VERIFY THE ACTUAL SPACE AND MECHANICAL REQUIREMENTS OF ALL ITEMS 51-1OUJN AS FUTURE, NIC, SUPPLIED BY "OTHERS", ETC., WITH THE OWNER PRIOR TO ROUGH -IN AND CONNECTION. 3. IT 15 THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO IMMEDIATELY NOTIFY THE KITCHEN EQUIPMENT CONTRACTOR IN WRITING OF ANY CHANGES TO THE BUILDING THAT AFFECT EQUIPMENT PLACEMENT AND SIZES (I.E., WALL CHANGES, WATER HEATER LOCATIONS, ELECTRICAL PANELS, ETC). 4. SUITABLE WALL BACKING AS SHOWN ON THESE PLANS AND AS REQUIRED BY THE OUJNER SHALL BE PROVIDED AND INSTALLED BY THE GENERAL CONTRACTOR. 5. THE GENERAL CONTRACTOR SHALL PROVIDE FLOOR, WALL, CEILING AND ROOF PENETRATIONS, INCLUDING, BUT NOT LIMITED TO THOSE REQUIRED FOR: MAKE-UP AIR, CLASS 11 EXHAUST DUCTS, FIRE -RATED SHAFTS FOR CLASS I EXHAUST DUCTS. 11 REVIEWED FOR CODE COMPLIANCE APPROVED JUN 13 2013 City of Tukwila I3UILDING DIVISION 6. THE GENERAL CONTRACTOR SHALL PROVIDE CONDUIT AND SLEEVES FOR REFRIGERATION LINES, SYRUP, CARBON DIOXIDE GAS, BEER LINES, LIQUOR LINES, AND DATA LINES. CONDUIT SHALL BE CIRCULAR PvC EQUAL TO THE DIAMETER INDICATED ON PLANS. ALL BENDS SHALL HAVE A MINIMUM RADIUS OF TWENTY-FOUR INCHES. 1. THE GENERAL CONTRACTOR SHALL PROPERLY SEAL ALL WALL AND FLOOR PENETRATIONS AFTER THE INSTALLATION OF RELATED EQUIPMENT AND FURNISHING ITEMS. 8. ALL DIMENSIONS 51-1OUJN ARE FROM FACE OF FINISHED WALL OR FLOOR. 9. ALL UTILITY ROUGH -INS SHOWN ON THESE PLANS ARE SUBJECT TO CHANGE PENDING FINAL EQUIPMENT SELECTION AND LOCATION. 10. ALL UTILITY ROUGH -INS, FINAL CONNECTIONS, AND HOOK-UPS SHALL BE PROVIDED AND PERFORMED BY THE RESPECTIVE LICENSED SUB -CONTRACTORS IN COMPLIANCE WITH APPLICABLE NATIONAL AND LOCAL CODES. 11. SEISMIC BRACING INFORMATION, IF REQUIRED, 15 NOT INDICATED ON THESE PLANS NOR 15 IT PROVIDED BY THE KITCHEN EQUIPMENT CONTRACTOR UNLESS OTHERWISE SPECIFIED HEREIN. 12. WHERE EQUIPMENT PRODUCES NOISE THAT MAY VIBRATE THROUGH WALLS TO ANY PUBLIC AND/OR DINING AREAS, THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL ADEQUATE SOUND PROOFING IN WALLS. RECEIVED CITY OF TUKWILA JUN 0 4 2013 PERMIT CENTER E 8 0) 1 IM Cr) C.4 N 0 CO X LL0 SOUTHCENTER, WA REGIST• RED ITECT S OMIR POROWSKI STATE OF WASHING i ON REVISION INFORMATION DATE This plan is the property of Bargreen Ellingson and is loaned subject to the condition that it is not to be copied, reproduced, or distributed either in whole or in part, without written permission, and is not to be used in any way detrimental to the best interests of the company, ©2012 BARGREEN ELLINGSON INC. DRAWN BY: J.STRANGE PROJECT MANAGER: D.STOOPS SHEET TITLE: FOODSERVICE EQUIPMENT PLAN SHEET NUMBER K-1 1 OF 14 PROJECT NUMBER 3431 ' 10:42 AM 2123113 W:\DRAWINOSIYETI YOGURT FROZEN CREATIONS SOUTHCENTER13431C.OWG zi REVIEWED FOR CODE COMPLIANCE APPROVED �:1 JUN 13 2013 ' City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 1 1 2013 PERMIT CENTER Z I- EtQ O� �U W N >-Ct SOUTHCENTER, WA REGIST; REO AR ECT SL OMIR POROWSKI STATE OF WASHINGTON REVISION INFORMATION DATE 0 2/6/13 1 2112/13 2 2/15/13 3 2/25/13 4 5 6 7 8 This plan Is the property of Bargreen Ellingson and Is loaned subject to the condition that itis not to be copied, reproduced, or distributed either in whole or in part, without written permission, and is not to be used in any way detrimental to the best interests of the company, ©2012 BARGREEN ELLINGSON INC. DRAWN BY: J.STRANGE PROJECT MANAGER: D.STOOPS SHEET TITLE: EQUIPMENT SCHEDULE SHEET NUMBER K-2 2 OF 14 PROJECT NUMBER 3431 ELECTRICAL PLUMBING ITEM NO. SUPPLIER DESCRIPTION MANUFACTURER MODEL NUMBER -4 a VOLTS ui to a_.8 ELECTRICAL NOTES = et U WASTE m PLUMBING NOTES o PURVEYOR I 1 WALK-IN COOLER NOR -LAKE KLB1166-c 1/2 120 I JBOx _ _ 1 ►'•1 ILOT COOLER SHELVING FOCUS 2 2 ► ILOT 1 1 STORAGE 51-IELVING REACH -IN FREEZER HANDSINK SPARE NUMBER FOCUS FF2442G 3 3 1► TRAULSEN G12011 9.5 120 1 C4P NEMA 5-15P 4 4 5 I.- -41 EAGLE 1 -16A -10-F 1/2 1/2 1-1/2 5 ►,= •i 6 6 1 I SPARE NUMBER - 1 1 COMPARTMENT PREP SINK EAGLE 414-16-1-I8R_ T45 B-0231 1/2 I/2 FS 8 9 8 P a 9 Iii- 4 1 FAUCET 10 10 ►•II 2 1 OVERHEAD WALL SHELF MOP SINK BY OWNER JOHN 1+3005 EMS -2016-6 2 1 1 Pi- -4 1/2 1/2 2 2 10-4 1 FAUCET746 B-0665-BSTP 3 1 OVERHEAD WALL SHELF EAGLE U50824-16/3_ 3 IN. A 4 1 3 COMPARTMENT SINK EAGLE 314-I6-3-18 F5 4 ► 1/2 1/2 5 5 6 ►'Al 1 3 PRE -RINSE T45 B-0115 LEVER WASTE OVERHEAD WALL SHELF T49 B-3950 BY OUJNER 6 1 ► 1 2 ►- A 8 SPARE NUMBER - 8 9 SPARE NUMBER 9 20 I MOBILE WORKTABLE EAGLE T2448B BY OWNER BY PURVEYOR 40.0 208 1 C4P VERIFY REQUIREMENTS WITH PURVEYOR FS VERIFY REQUIREMENTS WITH PURVEYOR 20 21 22 ► 4 21 2 OVERHEAD WALL. SHELF is 4 22 8 SOFT SERVE MACHINE Ili- -4 50.0 208 3 JBOX VERIFY REQUIREMENTS WITH PURVEYOR (2)1-1/4 VERIFY REQUIREMENTS WITH PURVEYOR 23 23 1►-<' 4 1 GLYCOL SYSTEM BY PURVEYOR 24 SPARE NUMBER 24 25 SPARE NUMBER 25 26 SPARE NUMBER 26 21 28 3 1 SPARE NUMBER CUP DISPENSER CUP LEDGE Ili/TRASH 21 DISPENSE -RITE BFL-2 28 Ob- -4 BY OWNER 29 is 29 30 31 =o 1 8 GLASS WALL 5/5 TRIM BY OUJNER 30 ►- 4 BY OWNER 31 ►;4 32 1 TOPPINGS COUNTER BY OWNER 32 10► •4 33 1 DROP-IN COLD PANWELLS RCP -200 2.8 120 1 C4P NEMA 5-I5P FS 33 M►1 34 34 35 !.1 1 40 SNEEZEGUARD DRY TOPPING DISPENSER SNEEZEGUARD CUSTOM UPDATE INTERNATIONAL BM -125 35 ►- 4 36 31 38 39 40 41 42 43 1 1 2 I 1 2 CUSTOM 36 IP. -4 TOPPINGS DISPENSER FOOD WARMER UNDERCOUNTER REFRIGERATOR FRONT COUNTER POS SCALE SAFE SERVER 83120 31 ►a 4 SERVER 82060 4..2 120 1 C4P NEMA 5-I5P 38 r 1 TRUE TUC -48 -ADA 5.0 120 1 C4P NEMA 5-I5P 39 op- s-4 CUSTOM 40 I.- -41 BY OWNER 10.0 120 1 C4P VERIFY REQUIREMENTS WITH OWNER 41 ►--4 BY OWNER 10.0 120 1 C4P VERIFY REQUIREMENTS WITH OWNER 42 •,., -4 2 BY OWNER 43 Iii 4 1 BY OWNER _ 44 44 45 ► 1 1 BACK COUNTER FREEZER DISPLAY CASE REFRIGERATED 1,15PLAY CASE TRUE GDM -1F TRUE GDM -1 11.0 4.5 120 120 1 1 C4P C4P NEMA 5-15P NEMA 5-I5P 45 46 ►4 46 I pi- -4 41 SPARE NUMBER 41 48 48 SPARE NUMBER 49 49 SPARE NUMBER BY OWNER _ 50 50 51 52 ► •1 1 TRASH/WATER COUNTER WATER BUBBLER DISPENSER BUDDY BAR BY OWNER 3.0 120 1 CO,' vERIFY REQUIREMENTS WITH OWNER 1/2 VERIFY REQUIREMENTS WITH OWNER 51 ► a 1 BY OWNER 52 00,- -4 2 53 53 ►t`4 18 BARSTOOL BY OWNER 54 54 55 ►a.a 2 1 18" X 54" TABLEBY SETTEE OWNER J.H CARR 55 o- -4 BY OWNER BY OWNER _ 56 51 56 4 24" X 24" TABLE 51 12 CHAIR LOUNGE CHAIR J.H CARR 58 58 10-4 4 2 SIDE TABLE J.H CARR 59 59 60 ► •r 4 30" X 30" TABLE BY OWNER _ 60 p-41 zi REVIEWED FOR CODE COMPLIANCE APPROVED �:1 JUN 13 2013 ' City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 1 1 2013 PERMIT CENTER Z I- EtQ O� �U W N >-Ct SOUTHCENTER, WA REGIST; REO AR ECT SL OMIR POROWSKI STATE OF WASHINGTON REVISION INFORMATION DATE 0 2/6/13 1 2112/13 2 2/15/13 3 2/25/13 4 5 6 7 8 This plan Is the property of Bargreen Ellingson and Is loaned subject to the condition that itis not to be copied, reproduced, or distributed either in whole or in part, without written permission, and is not to be used in any way detrimental to the best interests of the company, ©2012 BARGREEN ELLINGSON INC. DRAWN BY: J.STRANGE PROJECT MANAGER: D.STOOPS SHEET TITLE: EQUIPMENT SCHEDULE SHEET NUMBER K-2 2 OF 14 PROJECT NUMBER 3431 ANDOVER PARK WEST Z ( 60' PLAT 0 I1 250.43' Aar mop 4 4 4 TRACK 4 .-oural; 141111111 ton 8' 8' 8' 8' s kkkkk \ •1— 4 10419'•90' 0' PLAT SETBACK t - IT FUTURE RESTAURANT 6,000 S.F. FLOOR ELEV. 29' SET GRADE TO -9" BELOW FINISHED FLOOR ELEV. Ie9'-1" NDSCAPE Y 64185'•51' 1 6.851 1 1 i1 C c e C g C 1 r 10419'.90' CI 24' 841#5'•68' 214C44' /1 / HC HC —1 16'-10" 25' 2'-4" SITE FLAN 641$5'■ L LI L 10419 ■90' 42'-4" II k� C 24' 24' PL. 496' EX. CURB CU € f P.L. 3 :1' C C C c c 2' 6 STALLS '.84' 2V 38' 1 STALLS 19'.64'-6" IU viq .— 104140' 'c 5A446.4.410._________ L -Y4- J 1" L zp UNDER SEPERATERMIT PL. 338' — 210' .II I I III I _11 GAS METER 1 j, tie 1-: 271'-4" Pam WEST Plaza SCALE: c_4 c c r EXISTING PARK % s4 24' 43 4 c 1r-6" _\ 4419.38 24' n EX. DUMPSTER PROPOSED TENANT IMPROVEMENT - AREA OF WORK, 33'x.721 ONION 4110 0111111111111 UMW* ONO 0 EXISTING ACME BOWLING TOTAL AREA 60,896 SF. ACME BOWLING: 50,806 SF. (40 LANES) RETAIL: 10,090 S.F. EXISTING PARKING : 265 (18 COMPACT) 11110 0111.10, ov PL. 446' EX. 090 YAM BL R AD 1 REVISIONS No changes shall he made to the scope Of 1' ork without prior approval of Tukl.vila Building Division. P::'. W.c:is will require a new Om submittal r:: J may iryLlude additional plan review fees. SEPARATE PERMIT 1=OUIRED FOR: 'Mechanical Ei°rElectrical [10.1 jmbing C'` Gas Piping r'',11/ of Tukwila °. DIVISION • • • • • FELE COPY Permit No..) IG"'"" 0 9 274. PIAS rrvF:w approval is subject to errors and omissions. ` of construction documents does not authate of any adopted code or ordinance. Receipt n; approved Field Copy and Pc I '+ ;. is acknowledged: Date: —7 /2 9 )1 City Of ltikwila BUILDING DIVISION CE_ILI.N COSS SECTION BUILDING ,AND SITE STATS 1. BUILDING CODE: IBC 2009 2. ZONING: TUC TUKWILA URBAN CENTER 3. SITE AREA: 145, 261 SF 4. CODE SETBACKS: FRONT YARD: 15' SECOND FRONT: 15' SIDES: 10' REAR: 10' MAXIMUM BUILDING WEIGHT: 115' (CURRENT WEIGHT +30') 5. TENANT AREA: 2,1376 6f. 6. OCCUPANCY GROUP: 13 (K 1TCfiE.N, j <6-rn`I G 1. BUILDING CONST. TYPE: III -13 SPRINKLERED 8. PARKING: ACME BOWLING AND RETAIL: 211 STALLS SCOPE- 06 ,UORK 1N5TALL EpUfPMENT TO SELL FROZEN YDGUKT CONSTRUCT ?AK-riTION5 AS NEEDED SEPARATE PERMITS FOR ELECTICAL AND 'LVMt5(NG . LEGAL DESCRIPTION; LOT 1 OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO. L-05-025, RECORDED UNDER RECORDING NO. 20050925900006, RECORDS OF KING COUNTY, UJASHINGTON. TAX ID # 022310-0010 VICINITY MAP RECEIVED OF TUKWILA JUN 0 4 2013 PERMIT CENTER 4 �/ RE EREO o`or ARCHI ECT S..... LAWOMIR POROWSKI STATE OF WASHINGTON EXISTING ROOF STRUCTURE AND ROOF INSULATION SUSPENDED ACOUSTIC CEILING AT +11' AFF STANDARD GRID AND 2'X4' TILES REVIEWED FOR CODE COMPLIANCE APPROVED JUN 13 2013 AT (4 City of Tukwila BUILDING DIVISION EXISTING FULL HEIGHT DEMISING STUD WALL EXISTING STUD WALL RAILING WITH TOP CAP CORREC ION t) ,,,.,„......,.., gio,... EXISTING FLOOR STRUCTURE WITH PLYWOOD FLOORING AND GYP DD CEILING UNDER (le,A11-IdgC0INA16) EXISTING CONCRETE SLAB 82 SCALE: I/4" : 1'-0'1 N-rn 03000 1 In CO N c0 c0 N N w O >< 2 < "Ltd 0 sID =1 \\Wkst-4\documents\CAD\2006\0631 PARK WEST RETAIL\ACME RETAIL\SUITE 110 06-08-11\T-1.dwg, 6/14 2011 3:40:20 PM, Acrobat Distiller 24x36.pc3 ITEM NO. SUPPLIER QUANTITY DESCRIPTION Jai V W. 0 }_ i4L oz. 0 I ►11 1 WALK-iN COOLER 2 ►-4 1LOT COOLER 6HELYING 3 ►'-4 ILOT STORAGE 51-IELVING 4 p•- -4 1 REACH -IN FREEZER 5 ►'-• 1 HANDSINK 6 SPARE NUMBER 1 SPARE NUMBER 8 0- -.4 1 1 COMPARTMENT PREP SiNK 9 10- -4 1 FAUCET 10 0- -4 2 OVERHEAD WALL SHELF 11 r. -• 1 MOP SINK 12 I►<. 1 FAUCET 13 I OVERHEAD WALL SHELF 14 op- -• 1 3 COMPARTMENT SINK 15 0-• 1 PRE -RINSE 16 0-s44 3 LEVER WASTE 11 ►,•t 2 OVERHEAD WALL SHELF IS SPARE NUMBER 19 SPARE NUMBER 20 1.-4 1 MOBILE WORKTABLE 21 ► AI 2 OVERT-IEAD WALL 51-IELF 22 op- -4 8 SOFT SERVE MACHINE 23 it -4 1 GLYCOL SYSTEM 24 SPARE NUMBER 25 SPARE NUMBER 26 SPARE NUMBER 21 SPARE NUMBER 28 ►-`-4 3 CUP DISPENSER 29 1►=4 1 CUP LEDGE W/TRASH 30 ►=, 1 GLASS WALL 31 lo- '; 4 8 5/S TRIM 32 0- -4 1 TOPPINGS COUNTER 33 ► •1 I DROP-IN GOLD PAN 34 Po- x 4 1 SNEEZEGUARD 35 0- -41 40 DRY TOPPINGS DISPENSER 36 ► 1 5NEEZEGUARD 31 ►° 1 TOPPINGS DISPENSER 38 ► 2 FOOD WARMER 39 i UNDERCOUNTER REFRIGERATOR 40 i►'4 1 FRONT COUNTER 41 CSM 2 POS 42 ► i 2 SCALE 43 1 SAFE 44 MCI 1 BACK COUNTER 45 0.x41 1 FREEZER DISPLAY CASE 46 0 --4 I REFRIGERATED DISPLAY CASE 41 SPARE NUMBER 48 SPARE NUMBER 49 SPARE NUMBER 50 ► -r 1 TRASH/WATER COUNTER 51 1.41 1 WATER BUBBLER DISPENSER 52 r. -• 2 BUDDY BAR 53 ►- -• 18 BARSTOOL 54 ►'.-v 2 15" X 54" TABLE 55 0,4 1 SETTEE 56 10-4 -i 4 24" X 24" TABLE 51 l► 12 CHAIR 58 ►- 4 LOUNGE CHAIR 59 ► -• 2 SIDE TABLE 60 ► -4_ 4 1 30" X 30" TABLE CORREGT1ON N0T5: — - ILLUMINATED L.E.D. EXITSIGN W12 SOURCE o1= POWER AND ADJUSTABLE L E.D r OJEGTOr6 PROVIDIKG A MIN. OF 0.1 EDOTCANILI= AT ANY roINT OF EXIT'" rATH AND AN AVEKAcE OF 1 FOOT DANDLE . MEASURED AT FLOolz LEVEL. — LiGf1TTNG IW01)6ET : THE ?REMl5E5 RAVE BEEN iN 1)6E UNTIL A LEASE_ 'BREAK AND WEE IN C.OMPLIARGE MITT IA/.5 2009 N CSEC SEE ATTACH -ED L(G1�T(N6 15V ET. LMT — OGGUP/'cNT LOBI' : TOTAL MEA : 2.5-7 W KTTC 11-E N : 416 5F a 200 S.FJrp = 2.08 ' 5 DCG. 15AT1-f 1 o0MS :504 5f e-100 5F/1'1' = 3.01. 4 BGG . E4 -Ti NG AREA + 1650 51=-I5F/12r_ =110 OCG_ TOTAL NOMINAL OCCUrANC (= 117 ; YroVlvEP 6fAT!NG -26 M11\1.. 2 EXITS 1 E.QU1 ,ED . 2 ncoVIDED - C)K . SEE MEA QUTL1NE. 5 614. 4G3. - *Separate Mechanical Permit shaII& be required for: Coolers, freezers, walk-in coolers and freezers, i.e. assembled and hardwired. *Self-contained "pluqin" coolers or freezers (appliance type) shall not require a mechanical permit. ADA Grab Bars in Commercial Toilet 24 train tog transfer side Side Wall Rear Wall Side Wall - The side wall grab bar shall be 42 inches (1065 mm) long rr inches (305 mm) maximum from the rear wall and extending 54 inches from the rear wall. Rear Wall -The rear wall grab bar shall be 36 inches (915 mm) long mir the centerline of the water closet 12 inches (305 mm) minimum on one mm) minimum on the other side. EXCEPTIONS: The rear grab bar may be permitted to be 24 inches (61 centered on the water closet, where wall space does not permit a length minimum due to the location of a recessed fixture adjacent to the water building codes. e1ZOcFM SEATING TOTAL; 40 A VAT VINYL E! \J(GE 2.10 Sr ML E.T1 N G 1z1.0014 3O0 SF REGIST- RED ITECT 5 OMIR POROWSKI STATE OF WASHING i Uiv 4EX tT _O 3"6B S.G. REVISION INFORMATION EQUIPMENT PIAN Scale: 1/4"=1'-0" EN4L NOt 1. IT SHALL BE NOTED BY THE GENERAL CONTRACTOR AND ALL SUB -CONTRACTORS THAT THi5 SET OF PLANS AND THE INFORMATION CONTAINED WITHIN IN NO UJAY RELIEVES SAID PARTIES OF THEIR RESPONSIBILITY TO INVESTIGATE AND COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES AND TO PERFORM ALL WORK TO THE HIGHEST STANDARDS. 2. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR Aim ALL SUB -CONTRACTORS TO VERIFY THE ACTUAL SPACE AND MECHANICAL REQUIREMENTS OF ALL ITEMS SHOWN AS FUTURE, NIC, SUPPLIED BY "OTHERS", ETC., WITH THE OWNER PRIOR TO ROUGH -IN AND CONNECTION. 3. IT 15 THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO IMMEDIATELY NOTIFY THE KITCHEN EQUIPMENT CONTRACTOR IN WRITING OF ANY CHANGES TO THE BUILDING THAT AFFECT EQUIPMENT PLACEMENT AND SIZES (I.E., WALL CHANGES, WATER HEATER LOCATIONS, ELECTRICAL PANELS, ETC). 4. SUITABLE WALL BACKING A5 SHOWN ON THESE PLANS AND AS REQUIRED BY THE OWNER SHALL BE PROVIDED AND INSTALLED BY THE GENERAL CONTRACTOR. 5. THE GENERAL CONTRACTOR SHALL PROVIDE FLOOR, WALL, CEILING AND ROOF PENETRATIONS, INCLUDING, BUT NOT LIMITED TO THOSE REQUIRED FOR: MAKE-UP AIR, CLASS II EXHAUST DUCTS, FIRE -RATED SHAFTS FOR CLASS 1 EXHAUST DUCTS. REVIEWED FOR CODE COMPLIANCE APPROVED JUN 13 2013 City of Tukwila BUILDING DIVISION 6. THE GENERAL CONTRACTOR SHALL PROVIDE CONDUIT AND SLEEVES FOR REFRIGERATION LINES, SYRUP, CARBON DIOXIDE GAS, BEER LINES, LIQUOR LINES, AND DATA LINES. CONDUIT SHALL BE CIRCULAR PVC EQUAL TO THE DIAMETER INDICATED ON PLANS. ALL BENDS SHALL HAVE A MiNIMUM RADIUS OF TWENTY-FOUR INCHES. 1. THE GENERAL CONTRACTOR SHALL PROPERLY SEAL ALL WALL AND FLOOR PENETRATIONS AFTER THE INSTALLATION OF RELATED EQUIPMENT AND FURNISHING ITEMS. S. ALL DIMENSIONS SHOUJN ARE FROM FACE OF FINISHED WALL OR FLOOR. S. ALL UTILITY ROUGH -INS SHOWN ON THESE PLANS ARE SUBJECT TO CHANGE PENDING FINAL EQUIPMENT SELECTION AND LOCATION. 10. ALL UTILITY ROUGH-iNS, FINAL CONNECTIONS, AND HOOK-UPS SHALL BE PROVIDED AND PERFORMED BY THE RESPECTIVE LICENSED SUB -CONTRACTORS IN COMPLIANCE WiTH APPLICABLE NATIONAL AND LOCAL CODES. 11. SEISMIC BRACING INFORMATION, IF REQUIRED, 15 NOT INDICATED ON THESE PLANS NOR 15 IT PROVIDED BY THE KITCHEN EQUIPMENT CONTRACTOR UNLESS OTHERWISE SPECIFIED HEREIN. 12. WHERE EQUIPMENT PRODUCES NOISE THAT MAY ViBRATE THROUGH WALLS TO ANY PUBLIC AND/OR DINING AREAS, THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL ADEQUATE SOUND PROOFING IN WALLS. t3(3O82 RECEIVED CITY OF TUKWILA JUN 0 4 2013 PERMIT CENTER 2/6/13 2/12/13 2 2/15/13 3 2/25/13 8 This plan is the property of Bargreen Ellingson and Is loaned subject to the condition that it is not to be copied, reproduced, or distributed either in whole or in part, without written permission, and is not to be used in any way detrimental to the best interests of the company. ©2012 BARGREEN ELLINGSON INC. DRAWN BY: J.STRANGE PROJECT MANAGER: D.STOOPS SHEET TITLE: FOODSERVICE EQUIPMENT PLAN SHEET NUMBER K 1 OF 14 PROJECT NUMBER 3431 SOUTHCENTER, WA 0 1 2 3 REGIST- RED AR ECT Nib SL OMIR POROWSKI STATE OF WASHINGTON REVISION INFORMATION DATE 2/6/13 2/12/13 2/15/13 2/25/13 4 5 6 7 8 This plan Is the property of Bargreen Ellingson and Is loaned subject to the condition that it is not to be copied, reproduced, or distributed either in whole or in part, without written permission, and is not to be used in any way detrimental to the best interests of the company, ©2012 BARGREEN ELLINGSON INC. DRAWN BY: J.STRANGE REVIEWED FOR CODE COMPLIANCE APPROVED IJUN 13 2013 PROJECT MANAGER: D.STOOPS SHEET TITLE: EQUIPMENT SCHEDULE RECEIVED CITY OF TUKWILA MAR 1 1 2013 SHEET NUMBER K2 PERMIT CLNTER 2 OF 14 PROJECT NUMBER 3431 0 z �- TEM NO. SUPPLIER 2U4NTITY DESCRIPTION MANUFACTURER ELECTRICAL PLUM5INC 9 V ' - ! VOLTS >u �, = 0_ O o ELECTRICAL NOTES 0 = CA 0 o ,u co 9 d �— m PLUMBING NOTES U V c 0 W. z i 0 MODEL NUME3ER _ 120 I JBOX I 1 ►► 1 1 WALK-IN COOLER NOR -LAKE KL51166-C 1 2 2 ►+ /LOT COOLER SHELVING FOCUS 3 r ■■ /LOT STORAGE SHELVING FOCUS FF2442G 120 I CSP NEMA 5-I5P 3 4 4 ►ea 1 REACH -IN FREEZER TRAULSEN G12011 1/2 1/2 1-1/2 5 5 ►ems 1 WANDSINK EAGLE 1-1SA-10-F I 6 SPARE NUMBER 6 1 SPARE NUMBER 1 FS 8 8 ►dA 1 1 COMPARTMENT PREP SINK EAGLE 414-16-1-18R 1/2 1/2 9 s 00' Al �� 1 FAUCET T45 B-0231 2 10 11 10 ►A 2 OVERHEAD WALL SHELF BY OWNER 11 ► 4 1 MOP SINK JOHN BOOS EMS -2016-6 1/2 1/2 12 12 ►-1 1 FAUCET T46 13-0665-85TP 13 13 ► 7 1 OVERHEAD WALL SHELF EAGLE U50824-16/3 FS 14 14 IP.- -4 3 COMPARTMENT SINK EAGLE 314-I6-3-18 1/2 1/2 15 15 ► 1 PRE -RINSE T4S 8-0115 16 16 a 3 LEVER WASTE T4S B-3950 11 11 10- -41 2 OVERHEAD WALL 5HELF BY OWNER 18 SPARE NUMBER 18 19 SPARE NUMBER 19 20 20 ► A 1 MOBILE WORKTABLE EAGLE T2448B 21 r 2 OVERHEAD WALL SHELF BY OWNER o o 208 1 C4P VERIFY REQUIREMENTS WITH PURvEYOR FS VERIFY REQUIREMENTS WITH PURVEYOR 21 22 22■ ► 8 SOFT SERVE MACHINE PURVEYOR BY PURVEYOR 41 o it 208 3 JBOX VERIFY REQUIREMENTS WIT/ -I PURVEYOR (2)1-1/4 VERIFY REQUIREMENTS WITH PURVEYOR 23 24 233 � ► ��1 �1 1 GLYCOL SYSTEM BY PURVEYOR 24 I SPARE NUMBER 25 I SPARE NUMBER 25 26 I SPARE NUMBER 26 21 SPARE NUMBER 21 28 ► A ■■ 3 CUP DISPENSER DISPENSE -RITE 5FL-2 28 29 29 r AI 1 CUP LEDGE UJ/TRASH BY OWNER 30 30 ► M-4 1 GLASS WALL BY OWNER 31 31 ► 41 8 5/5 TRIM BY OWNER 32 32 ► A 1 TOPPINGS COUNTER BY OWNER 2.8 120 1 asp NEMA 5-I5P FS 33 34 33 r 1 DROP -N COLD PAN WELLS RCP -200 34 11.1 1 SNEEZEGUARD CUSTOM 35 36 35 10- -4 40 DRY TOPPINGS DISPENSER UPDATE INTERNATIONAL 13M-125 36 110.-41 I SNEEZEGUARD CUSTOM 31 31 ►.; 4 1 TOPPINGS DISPENSER SERVER 83120 I 4.2 120 1 C4P NEMA 5-15P 38 38 1104, 2 FOOD WARMER SERVER 82060 5.0 120 1 CSP NEMA 5-I5P 39 39 11)-r.1 1 UNDERCOUNTER REFRIGERATOR TRUE TUC -48 -ADA 10.0 120 1 C4P VERIFY REQUIREMENTS WITH OWNER 40 41 40 ► 1 1 FRONT COUNTER CUSTOM 41 ►:" I 2 POS BY OWNER I 10.0 120 1 C4P VERIFY REQUIREMENTS WITH OWNER 42 42 ►" l 2 SCALE BY OWNER 1 43 43 ►a 1 SAFE BY OWNER 11.0 120 1 C4P NEMA 5-I5P 44 45 44 ► I BACK COUNTER BY OWNER 45 14-4 1 FREEZER DISPLAY CASE TRUE GDM -1F 4.5 120 1 co:, NEMA 5-I5P 46 46 ►u 1 1 REFRIGERATED DISPLAY CASE TRUE GDM -1 1 41 41 SPARE NUMBER 1 48 48 SPARE NUMBER I 49 50 49 SPARE NUMBER 50 ► • I 1 TRASH/WATER COUNTER BY OWNER 3.0 120 1 C4P VERIFY REQUIREMENTS WITH OWNER 1/2 VERIFY REQUIREMENTS WITH OWNER 51 51 1.- -4 1 WATER BUBBLER DISPENSER BY OWNER 52 52 r 2 BUDDY BAR BY OWNER 53 53 ►•1 18 BARSTOOL BY OWNER 54 54 ► =� 2 18" X 54" TABLE BY OWNER 55 55 ► .-t 1 SETTEE J.H CARR 56 56 ► 1 4 24" X 24" TABLE BY OWNER 51 51 12 CHAIR BY OWNER 58 59 58 10-1 4 LOUNGE CHAIR 1 JJ -I CARR 59 ► 2 SIDE TABLE 1 J.H CARR 60 60 II- 41 4 30" X 30" TABLE BY OWNER SOUTHCENTER, WA 0 1 2 3 REGIST- RED AR ECT Nib SL OMIR POROWSKI STATE OF WASHINGTON REVISION INFORMATION DATE 2/6/13 2/12/13 2/15/13 2/25/13 4 5 6 7 8 This plan Is the property of Bargreen Ellingson and Is loaned subject to the condition that it is not to be copied, reproduced, or distributed either in whole or in part, without written permission, and is not to be used in any way detrimental to the best interests of the company, ©2012 BARGREEN ELLINGSON INC. DRAWN BY: J.STRANGE REVIEWED FOR CODE COMPLIANCE APPROVED IJUN 13 2013 PROJECT MANAGER: D.STOOPS SHEET TITLE: EQUIPMENT SCHEDULE RECEIVED CITY OF TUKWILA MAR 1 1 2013 SHEET NUMBER K2 PERMIT CLNTER 2 OF 14 PROJECT NUMBER 3431 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. it 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 Iandings...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. EL CfiRIGAL L1 -END SYMBOL SUPPLIER >- + P --- Z QS DESCRIPTION o Z ill t- PURVEYOR OIUNER 1 o.- -4 $ SWITCH 1 WALK-IN COOLER 2 ►-a 0 120ns/15 AMP CONVENIENCE OUTLET ILOT COOLER SHELVING 3 110-4 ILOT STORAGE 5l-ELVING 4 0,- -4 1 REACH -IN FREEZER 5 0-4 1 HANDSINK 6 SPARE NUMBER 1 SPARE NUMBER 8 10-5 1 1 1 COMPARTMENT PREP SINK 9 ►rim 1 FAUCET 10 ► 4 2 OVERHEAD WALL SHELF II 0.- -4 1 MOP SINK 12 0. 4 1 FAUCET 13 ►X -r 1 OVERHEAD WALL SHELF 14 ►-u 4 1 3 COMPARTMENT SINK 15 0. 41 1 PRE -RINSE 16 ►.n t 3 LEVER WASTE 11 11.- -41 2 OVERHEAD WALL SHELF 18 SPARE NUMBER I9 SPARE NUMBER 20 0-4 1 MOBILE WORKTABLE 21 ►- 1 2 OVERHEAD WALL 51-1ELF 22 104 8 SOFT SERVE MACHINE 23 No -4 1 GLYCOL SYSTEM 24 SPARE NUMBER 25 SPARE NUMBER 26 SPARE NUMBER 21 SPARE NUMBER 28 ► 3 CUP DISPENSER 29 ►►v -4 1 CUP LEDGE W/TRASH 30 ►'t 1 GLASS WALL 31 ► -4 8 5/5 TRIM 32 i•- -4 1 TOPPINGS COUNTER 33 ► 4 1 DROP -N COLD PAN 34 0- 4 1 SNEEZEGUARD 35 ► .4 40 DRY TOPPINGS DISPENSER 36 ► 1 SNEEZEGUARD 31 ±i 1 TOPPINGS DISPENSER 38 = 2 FOOD WARMER 39 •.- -4 1 UNDERCOUNTER REFRIGERATOR 40 ►-t 1 FRONT COUNTER 41 ►.I 2 P05 42 = 2 SCALE 43 ►- i 1 SAFE 44 Mo- .4 1 BACK COUNTER 45 ►= l FREEZER DISPLAY CASE 46 10-44 1 REFRIGERATED DISPLAY CASE 41 SPARE NUMBER 48 SPARE NUMBER 49 SPARE NUMBER 50 to- -4 1 TRASH/WATER COUNTER 51 ►v1 1 WATER BUBBLER DISPENSER 52 ► 2 BUDDY BAR 53 10- -4 18 BARSTOOL 54 0- -4 2 18" X 54" TABLE 55 ►x Al 1 SETTEE 56 0- .4 4 24" X 24" TABLE 51 ► -4 12 CHAIR 58 ►r` I 4 LOUNGE CHAIR 59 0- -4 2 SIDE TABLE 60 10-4 1 4 A 30" X 30" TABLE EL CfiRIGAL L1 -END SYMBOL DESCRIPTION Q JUNCTION BOX Q DUPEX OUTLET (DCO) 6 208 VOLT OUTLET (5C0) $ SWITCH -0- LIGHT FIXTURE 0 P.O.S. NETWORK CONNECTION 0 120ns/15 AMP CONVENIENCE OUTLET EXIT ILLUMINATED EX(T 5161\16 W./ Up. .D. PROJECi'OP6 AND I WO SOU ROES OF F011sitK 1 L LU M l N AT 10N 3 HALL 1-11Wkr LEA5T AN A-VE1 AGE 1 FOOT-CANDLE AND A MINIMUM AT ANY `PINT OF ©.1 f'OOTOANDLE 14EA5UITDD ALONG T1fE ATh 05 EL ESS i T TffE 1LO1S LEVEL . ■■ 11111111111111111111111111111311111 IIIIIIIIIIIIII-IIII1IIIIIIII C)+24" 4 --EXIT ELECTRICAL ROUGH - IN PLAN Scale: 1/4"=1'-0" ELECT1C4L NOTI-S cr- IBC 1004.3 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. I. ALL ELECTRICAL ROUGH -IN WORK AND FINAL CONNECTIONS TO ALL FOOD SERVICE AND RELATED EQUIPMENT AS SHOWN ON THE KITCHEN EQUIPMENT CONTRACTOR'S PLANS TO BE PERFORMED BY THE ELECTRICAL CONTRACTOR PER NATIONAL AND LOCAL CODES. 2. THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL STAINLESS STEEL OUTLET AND RECEPTACLE COVERS IN SERVICE AREAS. 3. THE ELECTRICAL CONNECTIONS, SPECIFICATIONS AND DIMENSIONS SHOWN ON THESE PLANS ARE FOR FOOD SERVICE EQUIPMENT ONLY. SEE THE ARCHITECT'S PLAN SET FOR ADDITIONAL ELECTRICAL REQUIREMENTS INCLUDING OFFICE, MENU BOARDS, TELEPHONE AND DATA LINES, ETC. 4. THE ELECTRICAL CONTRACTOR 91-IALL PROVIDE FUSED DISCONNECTS FOR EQUIPMENT HOOK-UPS AS REQUIRED SY CODE AND LABELINCG. 5. ALL ELECTRICAL ROUGH -1N WORK AND ALL FINAL CONNECTIONS FOR ALL ITEMS SHOWN AND SPECIFIED ON THESE PLANS BY 13ARGREEN ELLINGSON SHALL BE PERFORMED BY THE ELECTRICAL CONTRACTOR 6. UNLESS OTHERWISE SPECIFIED IN THESE PLANS OR OTHER WRITTEN CONTRACTS, IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO PROVIDE ALL ELECTRICAL -TYPE MATERIALS INCLUDING, BUT NOT LIMITED TO: WIRING, SWITCHES, DISCONNECTS, FLEX, CONDUIT, CONTRACTORS, TRANSFORMERS, THERMAL OVERLOAD PROTECTORS, MAGNETIC STARTERS, SHUNT TRIP BREAKERS, ELECTRICAL PANELS, CORDS, PLUGS, COVERS, ETC, 1. ELECTRICAL CONTRACTOR SHALL PROVIDE THE KITCHEN EQUIPMENT CONTRACTOR WITH ELECTRICAL PANEL(S) SIZE AND LOCATION ALONG WITH AVAILABLE VOLTAGE AND PHASE. REVIEWED FOR CODE COMPLIANCE APPROVED JUN 13 2013 City of Tukwila BUILDING DIVISION 8. THE ELECTRICAL 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 THER110-OVERLOAD PROTECTION FOR COMPRESSORS. 9. THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL HEAT TAPE ON DRAIN LINES IN DANGER OF FREEZING. VERIFY LENGTH WITH REFRIGERATION CONTRACTOR 10. THE ELECTRICAL CONTRACTOR SHALL PROVIDE DISCONNECTS AT THE POWER BOX FOR EACH ICE MACHINE HEAD. 11. IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO PROVIDE INTERCONNECT SWITCHING BETWEEN THE KITCHEN HOOD EXHAUST FANS AND THE KITCHEN MAKE-UP AIR SYSTEMS A5 REQUIRED PER LOCAL CODE AND AUTHORITIES. 12. IT SHALL BE THE RESPONSIBILITY OF TI -4E ELECTRICAL CONTRACTOR TO PROVIDE ELECTRICAL CONTRACTORS ON ALL ELECTRICAL OUTLETS, JUNCTION BOXES, ETC. LOCATED UNDER ANY CLASS I EXHAUST HOOD SO AS TO DISCONNECT UPON ACTIVATION OF THE FIRE SUPPRESSION SYSTEM. 13. ELECTRICAL CONTRACTOR SHALL VERIFY REQUIREMENTS OF CASH REGISTERS, PRINTERS, COMPUTERS, SOUND SYSTEM, ETC. INCLUDING CONDUIT RUNS AND DEDICATED / ISOLATED OUTLET REQUIREMENTS. 14. ALL DIMENSIONS SHOWN ARE FROM GRID LINES, FINISHED WALLS OR FINISHED FLOORS TO CENTER LINE OF ELECTRICAL OUTLET BOXES. HEIGHTS ARE NOT TO BE TAKEN FROM CURBS OR PLATFORMS. bO8Z RECEIVED CITY OF TUKWILA JUN 0 if 2013 PERMIT CENTER Z 1-0 Ctr-7. DQ �U Z F- >-0 >-O Ct 49 SOUTHCENTER, WA REGISTER A• " CT S WOMIR POROWSKI STATE OF wASHING TON REVISION INFORMATION DATE 0 2/6/13 1 2/12/13 2 2/15113 3 2/25/13 4 5 6 7 8 This plan Is the property of Bargreen Ellingson and is loaned subject to the condition that it is not to be copied, reproduced, or distributed either in whole or In part, without written permission, and is not to be used in any way detrimental to the best interests of the company, ©2012 BARGREEN ELLINGSON INC. DRAWN BY: J.STRANGE PROJECT MANAGER: D.STOOPS SHEET TITLE: ELECTRICAL ROUGH -IN PLAN SHEET NUMBER K3 3 OF 14 PROJECT NUMBER 3431 ITEM NO. SUPPLIER i Qs DESCRIPTION 1(4_1 L 01.0 �} Ct cL 1.1-1 L o DIRECT WASTE 1 WALK -N COOLER 1 ► 2 ► 44 i,- LOT COOLER SHELVING 3 ••- .4 ILOT STORAGE SHELVING 4 op- -4 1 REACI-1-IN FREEZER 5 I.- -4 1 HANDSINK 6 SPARE NUMBER 1 SPARE NUMBER 8 OP- -4 1 1 COMPARTMENT PREP SINK 9 PP- -4 1 FAUCET 10 ► A 2 OVERHEAD WALL SHELF 11 N►1 1 MOP SINK 12 IP- 4a I FAUCET 13 10-1 I OVERHEAD WALL SHELF 14 ► I 3 COMPARTMENT SINK 15 Po- 441 1 PRE -RINSE 16 ► a 3 LEVER WASTE 11 ►<'•1 2 OVERHEAD WALL 51-IELF 18 SPARE NUMBER 19 SPARE NUMBER 20 1* 41 1 MOBILE WORKTABLE 21 ► 4 2 OVERHEAD WALL SHELF 22 10- -4 8 SOFT SERVE MACHINE 23 ► 1 GLYCOL SYSTEM 24 SPARE NUMBER 25 SPARE NUMBER 26 SPARE NUMBER 21 SPARE NUMBER 28 ►_44 3 CUP DISPENSER 29 ►':•t I CUP LEDGE W/TRASH 30 1 GLASS WALL 31 r- -4 8 5/5 TRIM 32 /0,. 41 1 TOPPINGS COUNTER 33 00- -4 1 DROP-IN COLD PAN 34 0.- 41 1 SNEEZEGUARD 35 ►I 40 DRY TOPPINGS DISPENSER 36 ► 1 SNEEZEGUARD 31 0.- Al 1 TOPPINGS DISPENSER 38 ► zit 2 FOOD WARMER 39 10- -4 1 UNDERCOUNTER REFRIGERATOR 40 0,- -4 1 FRONT COUNTER 41 1►a 2 POS 42 10- '.411 2 SCALE 43 ii- I SAFE 44 r 1 BACK COUNTER 45 I i 1 FREEZER DISPLAY CASE 46 ► 1 REFRIGERATED DISPLAY CASE 41 SPARE NUMBER 48 SPARE NUMBER 49 SPARE NUMBER 50 l=it 1 TRASH/WATER COUNTER 51 ►& 1 1 WATER BUBBLER DISPENSER 52 PP,- 'C 4 2 BUDDY BAR 53 ►E •1 18 BARSTOOL 54 Po. 41 2 18" X 54" TABLE 55 0,- -4 I SETTEE 56 i► I-4 4 24" X 24" TABLE 51 MC 12 CHAIR 58 t>F 4 LOUNGE CHAIR 59 ► a 2 SIDE TABLE 60 4 30" X 30" TABLE FLU1I\G LEGEND SYMBOL DESCRIPTION O 140T WATER SUPPLY o COLD WATER SUPPLY ® DIRECT WASTE 101 FLOOR SINK, NO GRATE FLOOR SINK, 3/4 GRATE i,- IIIIIIIIIIIIIIIIIIIIIIIIIIIIII1111II IIIIIIII�IIIIIII�IIIIIIillllll� PLUME3INC ROUGH -IN PLAN Scale: 1/4"=1'-0" FLUN N07 1. ALL PLUMBING ROUGH -IN WORK AND FINAL CONNECTIONS TO ALL FOOD SERVICE AND RELATED EQUIPMENT A5 SHOWN ON THE KITCHEN EQUIPMENT CONTRACTOR'S PLANS TO BE PERFORMED BY THE PLUMBING CONTRACTOR PER NATIONAL AND LOCAL CODES. 2. UNLESS OTHERWISE SPECIFIED IN THESE PLANS OR OTHER WRITTEN CONTRACTS, IT SHALL BE THE RESPONSIBILITY OF THE PLUMING CONTRACTOR TO PROVIDE ALL PLUMBING -TYPE MATERIALS INCLUDING VALVES, TRAPS, LINE STRAINERS, FLOOR SINK COVERS, PRESSURE REGULATORS, SIPHON BREAKERS, ETC. 3. PLUMBING CONTRACTOR 51-1ALL SIZE, FURNISH AND INSTALL ALL GREASE TRAPS OR INTERCEPTORS AS REQUIRED AND COORDINATE SIZES AND LOCATIONS WITH KITCHEN EQUIPMENT CONTRACTOR 4. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL GAS SHUT-OFF VALVES FOR EACH PIECE OF EQUIPMENT WITH PERMANENT I.D. TAGS A5 WELL A5 THE MAIN GA5 VALVE(5). 5. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL DIRECT SINK WASTE LINES AND ALL INDIRECT EQUIPMENT WASTE LINES AS SHOWN ON PLANS PER LOCAL CODES, INCLUDING TRAPS, TAIL PIECES, LINE STRAINERS, AND WALK-IN CONDENSATE WASTE LINES, A5 REQUIRED. INDIRECT WASTE LINE ROUTING THROUGH CABINETS SHALL BE IN A MANNER 50 A5 TO MAXIMIZE USABLE STORAGE SPACE. 6. ALL DRAIN LINES FROM EQUIPMENT REQUIRING CONDENSATION REMOVAL SHALL BE RUN N COPPER 1. THE PLUMBING CONTRACTOR SHALL PROVIDE AND INSTALL INSULATION MATERIAL ON ALL DRA1NLINES FROM ICE BINS, ICE PANS, ETC., 50 A5 TO ELIMINATE CONDENSATION FORMATION. REVIEWED FOR CODE COMPLIANCE APPROVED JUN 13 2013 City Of Tukwila BUILDING DIVISION 5. ALL INDIRECT WASTE LINES TO HAVE A 2" MINIMUM AIR GAP. 9. FLOOR SINKS 5I-IALL BE FURNISHED AND INSTALLED BY THE PLUMBING CONTRACTOR IN LOCATIONS 51-1OWN, AND SUPPLIED WITH 3/4 GRATE OR A5 SPECIFIED. AREA DRAINS, IF REQUIRED, SHALL BE VERIFIED WITH THE ARCHITECT. 10. IT 91-IALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THAT THE LOCATIONS FOR ALL MECHANICAL REQUIREMENTS WHICH REQUIRE FLOOR PENETRATIONS DO NOT CONFLICT WITH STRUCTURAL MEMBERS IN THE FLOOR 11. THE GENERAL CONTRACTOR SHALL SUPERVISE THE LOCATION OF ALL FLOOR DRAINS ON THE JCB SITE 50 A5 TO ENSURE THE BEST SLOPE POSSIBLE OF THE SURROUNDING FLOOR TO THESE DRAINS. 12. PLUMBER SHALL FURNISH AND INSTALL PRESSURE REDUCING VALVE(5) AT DISHWASHER(5), GLASS WASHER(5), STEAMER(5) AND OTHER EQUIPMENT, A5 REQUIRED. 13. IT SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR TO FURNISH AND INSTALL ALL WATER HEATERS FOR T1-115 PROJECT AND TO ENSURE ADEQUATE WATER SUPPLY FOR THE FOOD SERVICE EQUIPMENT. WATER TEMPERATURE TO THE DISHWASHER SHALL SE 140°. COORDINATE LOCATION OP WATER HEATER WITH KITCHEN EQUIPMENT CONTRACTOR. 14. THE PLUMBING CONNECTIONS, SPECIFICATIONS AND DIMENSIONS SHOWN ON THESE PLANS ARE FOR FOOD SERVICE EQUIPMENT ONLY. SEE ARCHITECT'S PLAN SET FOR ALL OTHER PLUMBING REQUIREMENTS FOR THIS PROJECT. RECEIVED CITY OF TUKWILA MAR 1 1 2013 PERMIT CENTER Z I- O Q (9UJ � }. U Z W N 4445 SOUTHCENTER, WA ED ECT SLAWOMIR POROWSKI STATE OF WASH IN6 i ON REVISION INFORMATION DATE 2/6/13 2/12/13 2/15/13 2125/13 5 6 7 8 This plan is the property of Bargreen Ellingson and is loaned subject to the condition that it is not to be copied, reproduced, or distributed either In whole or in part, without written permission, and is not to be used in any way detrimental to the best interests of the company. ©2012 BARGREEN ELLINGSON INC. DRAWN BY: J.STRANGE PROJECT MANAGER: D.STOOPS SHEET TITLE: PLUMBING ROUGH -IN PLAN SHEET NUMBER K4 4 OF 14 PROJECT NUMBER 3431 - ELEVATION Scale: 1/2"=I'-0" 11 1--n-, 1--n-� C - ELEVATION scale: 1/2":l'-0" (zji - ELEVATION 40 Scale: 1/2":1'-0" Ki) - ELEVATION Scale: 1/2":I'-0" 0 0 1\14ANK YOU / / / / (\ fi):4-1) - ELEVATION Scale: 1/2":11-0" - ELEVATION Scale: 1/2":1'-0" 41) (4 LAMINATE // / WOW LAMNATE FRONT / J1 6626 TA TACOM / r - v L.L.. Z 0 >"- (ft) LLI0 -z _ 1- u ii - III N D >" 0 CO Ce LL REGIST; RED AR TECT SLAWOMIR POROWSKI STATE OF WASHINGTON OPEN STORAGE # DATE o 216/13 1 2/12/13 2 2115/13 3 2/25/13 4 --- 5 --- \ --- / I 1 --- 1 OPEN 8TORAGE PROJECT MANAGER: D.STOOPS SHEET TITLE: ELEVATIONS \.\ K-5 5 OF 14 / / `\. / 1 1 Nr / 1 (zji - ELEVATION 40 Scale: 1/2":1'-0" Ki) - ELEVATION Scale: 1/2":I'-0" 0 0 1\14ANK YOU / / / / (\ fi):4-1) - ELEVATION Scale: 1/2":11-0" - ELEVATION Scale: 1/2":1'-0" 41) (4 LAMINATE WOW LAMNATE FRONT MI D �3 o Si REVIEWED FOR CODE COMPLIANCE APPROVED JUN 132013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 1 1 2013 PERMIT CENTER COMA MALL BLVD. Phone: (253 A, WA 98409 Fax: (253) 6626 TA TACOM r - v L.L.. Z 0 >"- (ft) LLI0 -z _ 1- u ii - III N D >" 0 CO Ce LL REGIST; RED AR TECT SLAWOMIR POROWSKI STATE OF WASHINGTON REVISION INFORMATION # DATE o 216/13 1 2/12/13 2 2115/13 3 2/25/13 4 --- 5 --- 6 --- --- 8 --- This plan is the property of Bargreen Ellingson and Is loaned subject to the condition that it is not to be copied, reproduced, or distributed either in whole or in part, without written permission, and is not to be used in any way detrimental to the best interests of the company, ©2012 BARGREEN ELLINGSON INC. DRAWN BY: J.STRANGE PROJECT MANAGER: D.STOOPS SHEET TITLE: ELEVATIONS SHEET NUMBER K-5 5 OF 14 PROJECT NUMBER 3431 Irl' EL E V4T I ON Scale: 1/2":1'-0" r L _4J I - ELEVATION State= (S-3) 38, J - ELEv4TION Scale: 1/2":1'-0" uLel u zs ELEvAtION Scats: 112":1'-0" K - ELEV4TION Scale: 1/2":1'-0" 52) bo 8Z REVIEWED FOR CODE COMPLIANCE APPROVED JUN 13 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 1 1 2013 PERMIT CENTER E 2' ca 4945 SOUTHCENTER, WA 4 0REGIS EL! ARCHI ' CT SLA ` OMIR POROWSKI STATE OF WASH INGTON REVISION INFORMATION DATE 0 2/6/13 1 2/12/13 2 2/15/13 3 2/25/13 4 5 6 i 8 This plan is the property of Bargreen Ellingson and is loaned subject to the condition that it Is not to be copied, reproduced, or distributed either In whole or In part, without written permission, and is not to be used in any way detrimental to the best interests of the company, ©2012 BARGREEN ELLINGSON INC. DRAWN BY: J.STRANGE PROJECT MANAGER: D.STOOPS SHEET TITLE: ELEVATIONS SHEET NUMBER K-5.1 6 OF 14 PROJECT NUMBER 3431 u u •I l • 1 4ANK You L o ELEVATION Scale: I/2"=I'-0" �51 3rlF1=EN1NG 154'; AGE 5/8 6w5 'X" r .E .D. 57K1r a • EX15T. CLG GI�ID 2A".'c x id TILE GONT, 55.12 TRIM, W./2 DECDIR. 55 150LT5 'EK 15fiY 1.16 311W', 1 TLWD 1 "c6 55. GAT EA BOLT . 1\1 - --() 2 6.& MI5& 2''c l"x 26 GA ca- . GLA55 'SANE GLAZING TA1'E 1/2."x 31/2." rI,h. ACC/URATE MTL. W.5TlP ,9535 LED. 51-Rtt' 54' rE.M PE..fiLD T EXTL) ED GLA6 ' FAN EL "ttfk(N" 15Y CArtLAND GLA55 d:6GKEEN LTD - fxrx2CGA.5.5.`M6 10"55.13mtM DV, A-DNL. DET-A1L5;Su- 110`t la" %°0 x 7'r LT W./ tI/t"O 61%4 zl/z x r ° comr. YOOI.1tf Cb A LOM 11'/ . Sr, Ew6 01Z.' 1141-0 FLKID 0 cow-.I%i`�3r�%J T.6. To6r4 2,4" Li LIGHT' Box ?M<-rmTION WALL : 3fit" = 11- nth" We NM CERPC.. Vil 6W15 'X` GWr °X11c1M vGLOUDR DETAIL 11/2,4 4-4 EL + fC3'.-.' E.L.+ro-iYY EL..+10;011 pt3-o82 REVIEWED FOR CODE COMPLIANCE APPROVED IJUN132013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 1 1 2013 PERMIT CENTER 1- 0 CNI COti LO M .N.LO 0 CO CL 03 J o) J 2 cnco Q h- 0 too ccoo h Z I- O �Q OC >-U W N >-o SOUTHCENTER, WA REGIS ERED AR ITEM" OMIR POROWSKI STATE OF WASHINGTON REVISION INFORMATION DATE 0 2/6/13 1 2112113 2 2115113 3 2/25113 4 5 6 7 8 This plan Is the property of Bargreen Ellingson and is loaned subject to the condition that it is not to be copied, reproduced, or distributed either in whole or in part, without written permission, and is not to be used in any way detrimental to the best interests of the company. ©2012 BARGREEN ELLINGSON INC. DRAWN BY: J.STRANGE PROJECT MANAGER: D.STOOPS SHEET TITLE: ELEVATIONS SHEET NUMBER K-5.1' 70F14 PROJECT NUMBER 3431 a) E U 0) 0) 42) (v 1 SOUTHCENTER, WA SCA OMm POOOWSKCI STATE OF WASHINGTON REVISION INFORMATION DATE 0 1 2 3 4 2/6/13 2112/13 2/15/13 2/25/13 5 6 7 8 MINNOW REVIEWED FOR CODE COMPLIANCE APPROVED JUN 13 2013 City of Tukwila BUILDING DIVISION This plan is the property of Bargreen Ellingson and Is loaned subject to the condition that it is not to be copied, reproduced, or distributed either in whole or in part, without written permission, and is not to be used in any way detrimental to the best interests of the company, ©2012 BARGREEN ELLINGSON INC. FINIS—ES PRODUCT MANUFACTURER PRODUCT NO. COLOR NO. REMARKS : • WALLPAPER INNOVATIONS YESTERDAY'S0 CHRONICAL APPLY TO FACE OF EXISTING SOFFITS WPI CEILING CEILING PAINT o . - IRON ORE SATIN FINISH _TI SOFFIT/COLUMNPAINT SHERWN WILLIAMS SW1055ENDURING BRONZE SATIN FINISH PT2 WALL PAINT SHERWIN WILLIAMS SW1063 NE5ULOUSSATIN PT3 ACCENT WALL PAINT SHERWIN WILLIAMS SW6941 TEMP TEAL SATIN FINISH PT4 FRP FIBERGLASS REINFORCED PANEL KEML I TE GLASBORD-P 85 WHITE CLASS C FIRE -RATED RBI RUBBER :• :••"RMANNINGTON COMMERCIALt 100 904 *•- BACK COUNTER AREA SC -:: -3 :••-D • • PT3 .: THUNDER R82 SC STAINED CONCRETE 5Y GENERCAL CONTRACTOR VERIFY VERIFY REPLACE EXISTING CEILING TILES WALL GLASS TILE PENTAL BAMBOO PLANK MOCHA (BP12M0) WTI FRP WALL TILE PENTAL EVOLVE• - WT2 - - - WALL TILE PENTAL EVOLVE WHITE WOMENS RESTROOM WT3 WALL TILE PENTALEVOLVE WT4 WALL TILE -EVOLVE 9' - 011 WT5 SC TILE COVE BASE r • ' • TAUPE SIZE: 6" X 12" T51 REVISION INFORMATION DATE 0 1 2 3 4 2/6/13 2112/13 2/15/13 2/25/13 5 6 7 8 MINNOW REVIEWED FOR CODE COMPLIANCE APPROVED JUN 13 2013 City of Tukwila BUILDING DIVISION This plan is the property of Bargreen Ellingson and Is loaned subject to the condition that it is not to be copied, reproduced, or distributed either in whole or in part, without written permission, and is not to be used in any way detrimental to the best interests of the company, ©2012 BARGREEN ELLINGSON INC. DRAWN BY: J.STRANGE PROJECT MANAGER: D.STOOPS SHEET TITLE: FINISHES PLAN SCHEDULE SHEET NUMBER RECEIVED CITY OF TUKWILA ID -1 MAR 1 1 2013 8 OF 14 PERMIT CENTER PROJECT NUMBER 3431 FINISH SCHEDULE ROOM NAME FLOOR WALLS CEILING REMARKS RMo MATERIAL SASE NORTH EAST SOUTH WEST MATERIAL FINISH HEIGHT YOGURT/DINING AREA SC RBI PT3 PT3 PT3 PT3 VERIFY TBD VERIFY REPLACE EXISTING CEILING TILES 100 BACK COUNTER AREA SC RBI PT3 PT3 PT3 PT3 VERIFY TBD VERIFY REPLACE EXISTING CEILING TILES 101 KITCHEN SC 1R82 FRP FRP FRP FRP ACT - - - 9' - 011 102 103 WOMENS RESTROOM 5C T151 ACT - - - 9' - 011 MENS RESTROOM SC TBI ACT - - - 9' - 0" 104 PARTY ROOM SC R131 PT2 PT2 PTZ PT2 VERIFY TBD VERIFY REPLACE EXISTING CEILING TILES 105 DRAWN BY: J.STRANGE PROJECT MANAGER: D.STOOPS SHEET TITLE: FINISHES PLAN SCHEDULE SHEET NUMBER RECEIVED CITY OF TUKWILA ID -1 MAR 1 1 2013 8 OF 14 PERMIT CENTER PROJECT NUMBER 3431 0 PT" AF 10'411 AFF PT3 1PT0" AFF CLG HEIGHT TO BE VERIFIED EXPOSED/PTI 12'-0" AFF PT2 9 0"" AFF \ , ♦♦`♦ i / ``♦ ii ,`♦i .` i . ♦v, :♦ `♦ ! ♦`♦ i ',•/:% I I 1 1 I I I I I I I I I I I 1 I I I I I I I 1 I I I I I I I I 1--- I--- I--- I--- '--- I----1- - 1 -f---1----1---'1----1---7---"1---T--"1--__I_--'1--- I I I I 1---- I I I I I I I I I 1 I I I 1 I I 1 I 1 I 1 I I I I I 1 I , nll-_-Ti---i---i---i---J_-_'i_-- I_--i---i_--i I'1---..{_-- `♦ 1 I I I 1 I 1 1 I I 1 I �_-- II I I I I ,< I I 1 1 '1--'i-1---1----1----1----1----1---1'111 I II ---1---1---1 I II i \ —1----1----1-1--1---"T"1 -----1----I--- 1 I I I 1 I I I I i i i I I I 1 � I 1 I 1 LG 9'-0" AFF -I ---I ---1---•1---} ---i --- I I I I I I -I-- � 1 1 1 1 1 1, \x,A__ , i 1 i i 1 . . I . 1 . I .. -i---i---i--- i--- ;--- �--- '---'1--- y' ---1---1----1----1--- 1 '1-'I--'-I----I----I--- 1 I- I I I I T-- 1 I I , ii ---'1---;---1---;---T----1--- �--- �------�----II---'11---"�---;---'----I----I--- 1I I i i i i i i 1 1 I l 1 ACT 11' 0" Hi�A 1 PT3 l� ♦ 9'-0" AFF PT2 10'-0" AFF PT3 FACE OF SOFFIT TO BE UPI 10'-0" AFF PT3 FACE OF SOFFIT TO BE UJPI 91-0" AFF 1 i i 1 i 1 I i 1111_1,1 1 t- 1 ------I --- ---1 , - - ' - I 1 I 1 I'---I----I I 1 rr I I I 1 1 I I 1 i 1 1 1 I --I-------;----1---;----I----1----1---- I I I 1 1 1 i• -------'1'-- I'__ !-- —r------_---- 1 1 1 1 1 1 I \/•//: „' I I I_ I I 1 --;---CACTLG 9'-0'1 AFF 1 1 1 1 - 11 11 11 1 1 1 1 1 I .011 CLG HEIGHT TO BE VERIFIED EXPOSED/PTI ir REFLECTED CEILING PLAN INC LGEND SYMBOL DESCRIPTION GUS SOFFIT I:;:: ;;::: I GUS SOFFIT •ita v//moi GM SOFFIT GLIB SOFFIT Scale: I/4",21'-011 p(3 -os REVIEWED FOR 090E COMPLIANCE ` APPROVED IJUN 13 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 1 1 2013 PERMIT CENTER d m J o, M oee� I— O c0 V c0 I - CA Z i --O p Q O Lu O ct >- WN >"0 SOUTHCENTER, WA REGISTER D A CT t;AWOMIR POROWSKI STATE OF WASHINGTON REVISION INFORMATION This plan is the property of Bargreen Ellingson and Is loaned subject to the condition that it is not to be copied, reproduced, or distributed either In whole or In part, without written permission, and is not to be used in any way detrimental to the best interests of the company, ©2012 BARGREEN ELLINGSON INC. DRAWN BY: J.STRANGE PROJECT MANAGER: D.STOOPS SHEET TITLE: REFLECTED CEILING PLAN SHEET NUMBER ID -2 9 OF 14 PROJECT NUMBER 3431 51_611 21-9" L4 L4 L3 cn N L3 L4 0 -;1 Lz L3 L4 0 L4 0 L50 5 L50 1.2 C. L2 O L5 1'-511 51-mll 3'-0II 4I -S" 4'-a" 5'-3" 3'- 1"I 0 L2 L2 L2 31-1" 31-111 21_611 Li -` LI , `-'-. Ll , ` LI -' LI 1 i 1 1 1i1`1 `1:111\;111LI `��`-�� % L4 ©L4 ©L4 ©L4 ©L4 OL4 0L5 0L5 01.5 L5 �L5 L5 1.4 L5 LI 4'-1" 4'-1" 41-1" 41-1" 21.10" L IC4T INCA PLAIN LIGI 1TNCa scale: I/411=I'-011 EEID SYMBOL TAG o LI O L2 c.) L3 (0 L4 LIC kTING 5C=E UL_ TYPE PRODUCT MANUFACTURER PRODUCT NO. FINISH GLASS REMARKS Li SETTEE PENDANT TECH LIGHITNG 100TDP51=24605 SATIN NICKEL/SUNRISE ORANGE INCANDESCENT LIGHT L2 FRONT COUNTER PENDANT LIBL. LIGHTING LF553CRSC2D CLEAR/SATIN NICKEL CLEAR INCANDESCENT L IGHT L3 WINDOW PENDANT 1BRUCK 222 -128 -MG -MP MATTE CHROME TURQUOISE LED LIGHT L4 4" RECESSED LIGI-4T GENERAL CONTRACTOR LB 6" RECESSED LIGHT GENERAL CONTRACTOR Ql3-o 9z. REVIEWED FOR CODE COMPLIANCE APPROVED I JUN 13 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUN 04 2013 PERMIT CENTER a? E 0 co $945 SOUTHCENTER, WA REGISTERED CHITECT 5 WOMIR POROWSKI STATE OF WASHINGTON REVISION INFORMATION DATE 0 2/6/13 1 2/12/13 2 2115/13 3 2125/13 4 5 6 7 8 This plan Is the property of Bargreen Ellingson and is loaned subject to the condition that it is not to be copied, reproduced, or distributed either in whole or in part, without written permission, and Is not to be used in any way detrimental to the best interests of the company. ©2012 BARGREEN ELLINGSON INC. DRAWN BY: J.STRANGE PROJECT MANAGER: D.STOOPS SHEET TITLE: LIGHTING PLAN & SCHEDULE SHEET NUMBER ID 10 OF 14 PROJECT NUMBER 3431 11'=6" 'i-b4NK YOU • GUJB SOFF I T WITH PT2 Gus SOFFIT WITH PT2 GUJ5 SOFF I T WITH PT3 II 1 II 11 3H ti LAMINATE FRONT LAMINATE 1:1 04 / / / l4 g1 -10I1 GW5 SOFFIT WITH PT3 21-6" 31-i"I 2'-a" II I CLASS PANELS UJ/LED LIGHTING IN 5FTUJEEN UJALL 4 GLASS CLASS TO 5E 4,"=" AWAY FROM WALL WALL E3EHIND GLASS TO 5E PAINTED NE ULOUS UJI-UTE (PT3) CLASS PANELS 4 LI=D PROVIDED C UJ5 SOFF I T WITH PT2 GM SOFFIT WITH PT2 L2 _II N 0 GUJ5 SOFFIT WITH PT2 GW5 SOFFIT WITH PT3 L2 L2 31=4" CUJ5 SOFF I T WITH PT2 I II II II II II II II II II II II u u u REVIEWED FOR CODE COMPLIANCE ` APPROVED IJUN 132013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 1 1 2013 PERMIT CENTER E 8 BEMEMIEWEEMI— Phone: (253) 475-9201 Fax: (253) 671-8484 www.bargre "ER, WA TACOI i N..i O z >I.(4) z 111 U z i11 A .0- 0 r D (I)C LL /4 REGIS ERED1 AR 1TECT SLA OM1R POROWSKI STATE OF {NASHIN . , •,.1r\ REVISION INFORMATION # DATE 0 2/6/13 1 2/12/13 2 2/15/13 3 2/25/13 4 --- 5 --- 6 --- 7 --- 8 --- This plan Is the property of Bargreen Ellingson and is loaned subject to the condition that it Is not to be copied, reproduced, or distributed either in whole or In part, without written permission, and is not to be used in any way detrimental to the best Interests of the company, ©2012 BARGREEN ELLINGSON INC. DRAWN BY: /.STRANGE PROJECT MANAGER: D.STOOPS SHEET TITLE: INTERIOR ELEVATIONS SHEET NUMBER ID -3 11 OF 14 PROJECT NUMBER 3431 10:43 AM Z/26113 W:IDRAWINGSWEII YOGURT FROZEN CREATIONSISOUTHCENTERG4.310.DWG GUJE3 SOFF I T FACE OF SOFFIT TO 5E UJPI UNDERSIDE TO 5E 1=13 131=011 12 011 GUS SOFF I T UJIT1=1 i>T2 L2 L2 ale SOFFIT WITH PT2 GUJE3 SOFFIT FACE OF SOFFIT TO ESE UJPI UNDERSIDE TO BE PT3 31-411 21.411 L2 II 28'-111 3'-211 GUJE3 SOFF I T FACE OF SOFFIT TO IBE U1E'I UNDERSIDE SIDE TO IBE 1=T3 1 L GLUIE3 SOFFIT WITH F:T2 7NK YOU 15143" GLIB SOFF I T WITH F'T2 u L3 L3 REVIEWED FOR CODE COMPLIANCE APPROVED JUN 13 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 1 1 2013 PERMIT CENTER COMA MALL BLVD. Phone: (253) 475-9201 A, WA 98409 Fax: (253) 671-8484 www.bargre 1111111.111 6626 TA R, WATACOM \.., �/ 0 '"' _ I-- W I.- � Qo 0 Ce L / REG ST RED AA�fi',ICI ._....5R S OMIR POROWSKI ,, STATE OF WASHINGTON REVISION INFORMATION # DATE 0 2/6/13 1 2/12/13 2 2/15/13 3 2/25/13 4 --- 5 --- 6 --- 7 --- 8 --- This plan is the property of Bargreen Ellingson and is loaned subject to the condition that it is not to be copied, reproduced, or distributed either in whole or in part, without written permission, and is not to be used in any way detrimental to the best interests of the company, ©2012 BARGREEN ELLINGSON INC. DRAWN BY: J.STRANGE PROJECT MANAGER: D.STOOPS SHEET TITLE: INTERIOR ELEVATIONS SHEET NUMBER 1 ID -3.1 12 OF 14 PROJECT NUMBER 3431 CHUB SOFFIT FACE OF SOFFIT TO BE U'1 UNDERSIDE TO BE E'T3 13'=0" 121-0" CHUB SOFF I T WITH PT2 L2 L2 C' UB SOFF I T WITH PT2 CHUB SOFFIT FACE OF SOFFIT TO BE WPI UNDERSIDE TO BE E'T3 31-411 2'=4" u L2 II 31-211 I-OII 281 -}ii GUS SOFF I T FACE OF SOFFIT TO 13E UF'1 UNDERSIDE TO 5E F13 LI LI LI LI L1 CHUB SOFF I T WITH PT2 THANK YOU f CHUB SOFF I T WITH PT2 L3 L3 REVIEWED FOR CODE COMPLIANCE APPROVED I JUN 13 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 1 1 2013 PERMIT CENTER I iE COMA MALL BLVD. Phone: (253) 475-9201 1 A, WA 98409 Fax (253) 671-8484 www.bargre !NJ! WA 6626 TA TACOM V Oz >-C„ Z LU 0 1f /" O Ct U. O CO s REG, w ERED A - HITECT LAWOMIR POROWSKI STATE OF WASHINGTON REVISION INFORMATION # DATE 0 216113 1 2/12/13 2 2/15/13 3 2125/13 4 --- 5 --- 6 --- 7 --- 8--- This plan is the property of Bargreen Ellingson and is loaned subject to the condition that it is not to be copied, reproduced, or distributed either in whole or in part, without written permission, and is not to be used in any way detrimental to the best interests of the company, 02012 BARGREEN ELLINGSON INC, DRAWN BY: J.STRANGE PROJECT MANAGER: D.STOOPS SHEET TITLE: INTERIOR ELEVATIONS SHEET NUMBER ID -3.1 130F14 PROJECT NUMBER 3431 PT3 PT3 TILE PATTERN: Dt W ST DT CT U)T IT ST IT ST CT UJT C13 PT3 PT3 PT4 1ST = 54M50O TILE (211 X 12") CT - CONCRETE TILE (12" X 24") LUT = U1I=IITE TILE (1211 X 24") IT - ICE TILE (1211 X 24") ST - SUEDE TILE (12" X 24") - COVE E34SE (6" X 12") CNI REVIEWED FOR CODE COMPLIANCE APPROVED 1 JUN 13 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 1 1 2013 PERMIT -CENTER E 2 U �9? COMA MALL BLVD. Phone: (253) 475-9201 1 , WA 98409 Fax: (253) 671-8484 www.bargre EtEEN ELL] IVIV%) ' A 6626 TA TACOMA " C� z 0 w >wil 0 z _ PT4 1ST = 54M50O TILE (211 X 12") CT - CONCRETE TILE (12" X 24") LUT = U1I=IITE TILE (1211 X 24") IT - ICE TILE (1211 X 24") ST - SUEDE TILE (12" X 24") - COVE E34SE (6" X 12") CNI REVIEWED FOR CODE COMPLIANCE APPROVED 1 JUN 13 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 1 1 2013 PERMIT -CENTER E 2 U �9? COMA MALL BLVD. Phone: (253) 475-9201 1 , WA 98409 Fax: (253) 671-8484 www.bargre EtEEN ELL] IVIV%) ' A 6626 TA TACOMA " C� z 0 w >wil 0 z _ 1-- -- W D.o � a Ce U. $945 Fil 10/EGISTER D RR 'T WO IR .POROO ' AI i: of ihAS:imi,iON REVISION INFORMATION # DATE 0 216113 1 2/12113 2 2/15113 3 2125113 4 --- 5 --- 6 --- 7 --- 8 --- This plan is the property of Bargreen Ellingson and is loaned subject to the condition that it is not to be copied, reproduced, or distributed either in whole or in part, without written permission, and is not to be used in any way detrimental to the best interests of the company, ©2012 BAROREEN ELLINGSON INC, DRAWN BY: J.STRANGE PROJECT MANAGER: D.STOOPS SHEET TITLE: RESTROOM DETAILS SHEET NUMBER 1111 ID -3.Z 14 OF 14 PROJECT NUMBER 3431 GENERAL NOTES A. These notes are in abbreviate form. The intent is to further define those areas of work not. clearly delineated on the drawings. The quality of workmanship throughout shall be fist class and all materials shall meet or exceed the normal industry standards applicable in each case. B. All work is to be performed in strict compliance with the 2009 International Building Code (IBC) for the architectural and structural portions, the 2009 Washington Energy Code and ail applicable provisions of prevailing local, state, and federal codes and ordinances, including appropriate licensing laws including any local amendments. In Seattle, I.B.C. = S.B.G. and I.R.0 = S.R.C. and compliance with'the. Land Use Code / Zoning Ordinance<is required. , C. Notify and consult with Architect if discrepancies are found between drawings and Site conditions and/or building or zoning requirements prior to start of work. Any consequences resulting from these discrepancies will be the Contractors sole responsibility and expense if Architect is not consulted before area in question is constructed. D. Contractor shall verify field conditions prior to start of work. If measurements or conditions differ from drawings, notify Owner prior to start of work. Bring any conflicts to the attention of the Architect whereupon a final decision will be'made. E. Dimensional strings are generated by a computer drafting program that usually rounds the dimension to the nearest /8 of an inch. Therefore, it would be possible that a string of multiple dimensions and an overall dimensions of the same string could vary by %s of an inch. Please notify the Architect whether a verification of a dimension is needed or dimensions to 146 are required. • F. Do not scale drawing. During the reprographic process, proportions may have been altered. Use written dimensions. Where conflicts exist, notify the Architect immediately, G. Contractor to maintain in force at all times, insurance as required by Article II of the General Conditions of the Contract for Construction, AIA Document A201. Certificates evidencing said insurance shall be provided to the Owner, prior to commencement of any work. H. Contractor is solely responsible for all construction means and methods and shall maintain the structural integrity of any construction until all final lateral and vertical load carrying systems are completed - approvals from the architect do not extend to approval of construction means and methods I. Drawings are for a complete Installation with full functional assemblies - contractor is to field verify all dimensions and conditions prior to any work and shall be responsible for all work and materials including those finished by subcontractors. GENERAL REQUIREMENTS A. Provide all required temporary facilities and all temporary utilities as required to keep facility in operation during construction. Contractor Is responsible for all costs associated with temporary facilities and temporary utilities B. Construction Barricades: Provide construction barricade as required to keep Public and Employees safe, following ail applicable federal, state and city cods and regulations. DRAWINGS / PERMITS BY OTHERS it is the contractor's responsibility to provide additional drawings and permits as required to complete this project. The following list is by no means meant to be comprehensive, rather suggestive of the possible types of additional permits, drawings, and submittals that may be required during the course of the project. Depending on the project, some of the following permits, drawing, and submittals could come up including others not listed below: • Provide information to City regardingdisposal of excess soil. (if any) • Provide Design / obtain Permit for any required Shoring Work. (if any) • Provide Drawings /obtain Permit for. Plumbing Work • ' Provide Drawings / obtain Permit for Electrical Work • Obtain Permit for Storm Sewer Design & Hook -Up • Obtain Street Use Permits for any Street Work. (if any) • Apply & pay for required Water Meters. Any deferred submittal shall be submitted to the Building Department for review and approval. (if any) SOILS AND 'SITE .WORK (site-specific geotechnical reports shall govern) A. Excavation cutes are to be no steeper than 1:1, horizontal to vertical. B. All to be free of debris, organic contaminants and rock fragments larger than 6 inches. Use free -draining sand or sand and gravel conditioned to appropriate moisture content for adequate compaction. Fill shall contain no more than 5% fines relative to the fraction passing the 3/4' sieve. For house, slab or pavement areas, compaction of fill to be at least 95% of the maximum dry density (MDD) per ASTM D-1557 testing procedures. Utility trench backfill in settlement sensitive areas to be compacted at least 90% of the MDD, except for the top 2 feet which should be compacted to 95% of the MDD. C. Structural fill to be placed in loose layers of not more than 8" layers for heavy equipment, or 4" for lightweight compaction equipment. Fill should be conditioned to the proper moisture content for compaction. Compact each lift before placing subsequent layers D. For footings supported on structural fill, the zone of structural fill should extend laterally out from the looting edges a distance at least equal to the thickness of the structural fill. Structural fill placed beneath footing should be compacted to at least 95% of the MDD in accordance with ASTM D-1557. E. Ali exterior and interior footings to be at least 18" and 12" respectively below the lowest finished adjacent grade. FRAMING (Site-specific structural engineering shall govern) A. All materials and workmanship shall conform to the requirements of the drawings, notes, specifications, and alt applicable codes and ordinances. B. All frame construction shall conform to minimum standards of IBC 2009. Fastening requirements to be in accordance with Table 2304.9.1 of IBC. See Structural Drawings Structural Notes, and specifications for any other notes that may relate specifically to grades and sizing of all framing member. C. Columns and posts located on concrete or masonry floors or decks exposed to the weather or to water splash or in basements and which support permanent structures shall be supportedby concrete piers or metal pedestals projecting above floors unless approved wood of natural resistance' to decay or treated wood is used. The pedestals shall project at least 6 inches above exposed earth and at least 1 inch above such floors. Section 2304.11 IBC . penetrations, soffits, drop & cove'ceilings D. Maintain all integrity of required 1 hour separations between different Occupancy Types. See Drawings and details for Required One. and Two Hour Party Walls. Fire -blocking, drat stops, and fire -stops to be per IRC. Ensure Fire Blocks meet IRC sections 502.12 and 602.8 requirements at horizontal & vertical within framing, and for all areas including furred spaces, concealed spaces at stairs, opening, around vents, ducts & other .penetrations, soffits., drop & cove ceilings. E. Where installation includes manufactured products, comply with the manufacturer's applicable instructions and recommendations for installation. Verify rough -in dimensions for equipment and provide buck -outs, backing and jacks as required. F. All Guardrails to be.4Z" high minimum from finished floor line, Openings in railing assemblies are not to exceed 4" in one direction. guardrails to withstand a.horizontal force of 20 pounds per lineal foot when applied at a right angle to the top railing> Handrails to be between 1 %2' dia. and 2" dia. with clearance of 11/2" between rail and wall surface. mount between 34" and 38" off stair nosing. G. DECKING: All wood exposed to weather, such as wood used for deck framing including decking, railings, joists, beams, and posts shall be pressure treated or of wood with natural resistance to decay. H. Unless noted otherwise, dimensions are to face of studs, face of foundation walls, centerline of columns, centerline of doors and windows. When exterior walls are dimensioned as 6", they include %" sheathing over 2x6 studs @ 16" oc. INSULATION AND GLAZING A . 2009 Washington State Energy Code as amended by the City of Seattle: Glazing U -Value: 0.30; Overhead Glazing: 0.58; Doors U -Value: 0.20; Vaulted Ceilings: R-30 Trussed Ceilings: R-38; Walls Above Grade: R-21; interior Walls Below Grade: R-21; Floors: R-30; Slab on Grade: R-10 Skylights requirements per IRC R308.6 (if applicable) B; Service hot water pipes shall be have a vapor eEardeC ble 5-12. (such as craft paper faced C. Alt wall and ceiling insulation insulation, a special interior paint, vapor retardant foil or other approved vapor retarders) facing to be installed on the interior side of wall/ceiling/floor per IBC 1403.3 R318.1 Seattle Amendments t to exceed 25 with D. Insulation and facing material shall have a flame spread index not smoke developed not to exceed 456. VENTING NOTES A. Section R806 IRC Enclosed attics and rafter spaces formed where ceilings are applied directly to the underside of the roof raftersshall have cross ventilating openings protected against the entrance of rain or snow. Ventilating openings shall be provided with corrosion resistant wire mesh, with Ys" (3.2mm) to %4" (6.4mm) openings. ." B. The total net free ventilation area shall be not less than YIN of the area of each space to be ventilated, except that the area may be %soo provided that 50 to 80 percent of the required ventilation area is located in the upper portion and at least 3 feet above eave or cornice vents with the balance being provided eave or cornice vents, or if a vapor retarder not exceeding a 1 perm rating is installed on the WARM SiDE of the insulation. See calculations in the drawings. C. Where vents occur, baffling of the vent opening shall be provided so as to deflect the incoming air above the. surface insulation. Insulation shall not block the free flow of air. A minimum of a inch (25.4) space shall be provided between the insulation and the roof sheathing at the location of the vent. DOORS AND WINDOWS . A, Doors as selected by Owner, but must meet code, egress, hardware, requirements as per below: B. See floor plans for sizes. Rating and required u -values shall be per plan and as set forth on this sheet. See schedules attached or in drawings. All exterior doors, windows and skylights shall be NFRC certified. C. All doors with required fire rating shall comply with provisions in this section, and shall'be self closing and latching with no hold -opens. fire doors and dampers shall have an approved label or listing mark, identifying the fire -protection rating permanently affixed at the factory per IBC 715.3.3 All treated doors to have 3 hinges per leaf.. When' spring hinges are used for self-closing requirements, not less than half of the hinges are to be spring hinges. D. All glazing within 24" of a door, or within 18" from a floor surface to be tempered, including any glass shower or tub doors. Additionally, glazing within 5 feet of the bottom or top of stairways where the sill is less than 60" AFF shall be safety glazed. IRC R308.4 specifies other hazardous locations also requiring safety glazing. DRYWALL FINISH . A. Provide 1/2' gypsum wall board for non -rated assemblies and . %" type "x" gypsum wail board for 1 -hour rated assemblies with all exposed joints and fastener heads smooth and flush with surface of board. joints taped and prepared for application of finish, use water-resistant board at all wet areas to 4'-0" AFF. B. "Recommended Specifications for the Application and Finishing of Gypsum Board," latest edition, as published by the Gypsum Association (also published as ANSI 97.1 and "Using Gypsum Board and Ceiling," latest edition). C. When gypsum board is used as a base for file or wall panels for tub, shower or water closet compartment walls, water resistant gypsum backing board shall be used per IRC section R702.4.2. MECHANICAL A. HVAC and Plumbing work shall be performed in a "Bidder -Design" manner. The Contractor shall submit such systems separately for permit. B. it is the Contractor's responsibility to design systems that meet alt requirements and codes. Contractor shall submit drawings, pay for, and obtain permit and perform work in a manner that meets or exceeds the recognized workmanship standards for the industry. C. All drawings are to be submitted for review and approval to the Owner before performing work. D. Heating for this project is fuel gas -based either piping of hydronic heat or forced air via duct and furnace, to be determined. All furnaces shall be listed and labeled by an approved agency and installed per listed specifications. E. IC Chapter 24 covers fuel gas applications F. Appliances intended for installation in closets, alcoves or confined spaces shall be sl pp listed per code, IMC. G. Appliances installed in 'garages or other areas where they may be subject to mechanical damage shall be suitable guarded against such damage by being installed behind protective barriers or by being elevated or located out of the normal path of vehicles. H. Equipment located in a garage and capable of igniting flammable vapors shall be installed with the pilots and burners or heating. elements and switches at least 18 inches above the floor level. I. Appliances designed to be in a fixed position shall be securely fastened in place. Supports for appliances shall be designed and constructed to sustain vertical and horizontal loads within the stress limitations in the building code and IMC. J. Verify types, Manufacturer, and locations of ail plumbing fixtures and faucets with Owner prior to purchasing and/or installing. K. Vent outlet for gas appliances shall be 3' minimum away from operable windows, and 10' minimum away from fresh air intakes per WSEC and IRC chapter 24 WATER CONSERVATION NOTES A. Showers to be equipped to limit water flow to 2.5 CFM B. Toilets to meet State Energy Code. FIREPLACE NOTES (see IRC Chapter 10; Pre -fab metal per R1002, R1003, R1005) A. Gas fireplace shall be approved by the building official as applicable for safe use or comply with applicable nationally recognized standards as evidenced by the listing and labeling by an approved agency such as the EPA. B. instruction manuals for installation, operation repair and maintenance shall be left and attached to the appliance by the installer. C. Direct vent outlet for fireplace shall be 3' minimum away from operable windows, and 10' minimumaway from fresh air intakes per per WSEC. VENTILATION AND INDOOR AiR QUALITY (VIAQ) PER WAC 51-13 A. source specific ventilation requirements is required in each kitchen, bathroom, water closet, laundry room, indoor swimming pool, spa, and other rooms where excess water vapor or cooking odor is produced. The minimum source specific ventilation effective exhaust capacity shall not be less than levels specified in Table 3-1: • . Intermittently operating: Bathrooms = 95 cfm, Kitchens =120 cfm • Continuous operation: Bathroom = 20 cfm, Kitchens = 25 cfm FIRE -RESISTIVE REQUIREMENT NOTES A. CONSTRUCTION TYPE (Table 601 IBC) • Interior '& exterior bearing walls, & non-bearing walls to be type, KA construction as required • Floors & floor/ceilings to be type I • A construction • Roofs & roofs/ceilings to be type 11'B construction NOTE: All garage interior walls, ceilings, structural support systems exposed therein, and voidsunder stairs shall be 1 -hour construction per plans and details. TYPES OF CONSTRUCTION: Standards of Quality - Construction materials shall be labeled appropriately, as required by the local municipality, showing that they comply with local code standards for such materials as building paper, decking material, foam plastics, wall and roofing materials. C. FiRE RESISTIVE MATERIALS & SYSTEMS: Fire resistance ratings of walls, floors, roof assemblies shall meet criteria set forth in IBC Table 720.1 or based on subrriitted information showing equivalent fire resistive rating. D. IBC 703.2 ASTM E 19 or section 703.3 shall be used to test and rate any materials or assemblies not specifically called out in tables 720.1 PROTECTION OF STRUCTURAL MEMBERS: Thickness of protection over structural members shall be as per IBC Table 720.1. See wall types and sections in these drawings for specifics. F. COLUMN JACKETING: Where fire resistive covering on columns is exposed to injury from moving vehicles or other means, contractor shall protect area from damage and deterioration. . ELECTRICAL. A. Electrical work shall be performed in a "Bidder -Design" manner. The contractor shall submit such systems separately for permit. B. It is the Contractor's responsibility to design systems that meet all requirements and codes. contractor shall submit drawings, pay for, and obtain permit and perform work in a manner that meets or exceeds the recognized workmanship standards for the industry. C. All drawings are to be submitted for review and approval to the Owner before performing work. Specific attention is to be paid regarding Owner -requested locations of electrical, phone and computer cabling port locations. D. Proper protection shall be provided around recessed light fixtures per manufacturer's recommendations so that overheating will not occur. Recessed light fixtures to be IC rated. STAIRS A. IRC R311.5, min 36" wide, max riser = 73/4" , min tread = 10". Hand rails shall not project More than 4Y? into the 36" clear pathway on either side.: B. SBC 1009.3, commercial stair risers shall be between 4" & 7" with min 11" tread depth. C. LANDINGS: There shall :be a floor of landing at the top and bottom of each stairway except a door swinging away from the stairs is ok for interior stairs. The width of each landing shall not be less then the width of the stairway served, min 36" in the direction of travel. Max 2% slope. D. HANDRAILS: 34" to 38", min 1 %" clear from wail, continuous from full-length of flight where risers are. Handrail ends shall be returned or terminate in newel posts or safety terminals. Newel posts can Interrupt handrails at turns. The lowest treadmay have a volute, turnout or newel. Handrails shall be of the two type listed in IRC 311,5.6.3 or provide equivalent graspability. REVIEWED FOR ODE COMPLIANCE APPROVED !JUN 13 2013 City of Tukwila BUILDING DIVISION; RECEIVED CITY OF TUKWILA MAR 1 1 2013 PERMIT CENTER 0 i Ci) 04= Det( Ca >- WN >.0: LA 'OMIR POROWSKI STATE OF WASHINGTON REVISION INFORMATION # ' DATE. 10/30/12 • 11/27112 2 11130/12 12/17/12 This pl>in is the property of Bargreen Ellingson and is loaned subject to the t condition thatit is not to be copied, reproduced, or distributed either in whole or in part, without written 'permission, and Is notto housed in any way detrimental to the best Interests of the company. • ©2012 BAROREEN ELLINdSON INC. DRAWN BY: J.STRANGE PROJECT MANAGER: D. STOOPS SHEET TITLE: SHEET NUMBER PROJECT NUMBER lip &&&ant 3/7 I3 13UIL0.INC AND .SITE STATS 1. BUILDING CODE: I13C 2009 2. ZONING: TUC TUKWILA URBAN CENTER 3. SITE AREA: 145, 261 SF 4. CODE SETBACKS: FRONT YARD: 15` SECOND FRONT: 15' SIDES: 10' REAR= 10' MAXIMUM BUILDING HEIGHT: 15' (CURRENT HEIGHT ±0') ;'1■■■■^ Ipppt Adimall111 AMIN ■MMINNI■.■■IC c c c c ■■■■■ IROMV" II■iiie■i■0: k k k k -0' PLAT SETBACK 1 ■■■�IE 6,000 S.F. FLOOR ELEV. 29' SET GRADE TO -9" BELOW FINISHED FLOOR ELEV. 169'-1" .. ago 5, TENANT AREA: 2.1765F! • 6. OCCUPANCY GROUP: 1. BUILDING CONST. TYPE: III -5 SPRINKLERED 8. PARKING: ACME !BOWLING AND RETAIL: 211 STALLS APPROVED SUBJECT TO ORD)IN.ANCE. w Q w if SCOPE 0= WORK INSTALL E:aUfPM.NT TO SELL FR CbN.3rRUcT 17A1 1 iTiON5 A6 NEE SEPARATE PERMIT FOR ELECTICAL. AND ft YOGLAT A '1EOPERATIONAL INSPECTION BY TI COUNTY HEALTH (L DtaitARTMENT IS REQUIRED PRIOR z (k TO OPERATION. APPLICANT PLAN F 2 SET IS REQUIRED TO BE AVAILABLE n- F- 13 NG ON SITE. DURING THAI' INSPECTION '6 m 8 d LEGAL DESCRIPTION LOT 1 OF CITY OF TUKUJILA BOUNDARY LINE ADJUSTMENT NO. L-05-02, RECORDED UNDER RECORDING NO. 20050928900006, RECORDS OF KING COUNTY, WASHINGTON. TAX ID # 022310-0010 () EXISTING ACME BOWLING TOTAL AREA 60,896 S.F. ACME BOWLING: 50,806 S. (40 LANES) RETAIL: 10,090 SF. EXISTING PARKING = 265 (1S COMPACT) VICINITY MAP CO 0 CO Applt Col. w O X 1< wr.A. aft 0 0 -o z EXISTING ROOF STRUCTURE AND ROOF INSULATION EXISTING FULL HEIGHT DEMISING STUD WALL NEUJ SUSPENDED ACOUSTIC CEILING ,4T STANDARD. GRID AND 2'X4' TILES ECEIVED OF.TUKWILA JN.2 7 2013 T CENTER EXISTING FLOOR STRUCTURE CATH PLYWOOD FLOORING AND GYP BD CEILING UNDER 05A11-1-001\16) \\Wkst-4\documents\CAD\2006\0631 PARK WEST RETATL\ACME RETAIL\SUITE 110 06-08-11\T-1.dwg, 6/14/2011 3:40:20 PM, Acrobat Distiller 24x36.pc3 ITEM No. SUPPLIER QUANTITY DESCRIPTION V iY 0 I o ,to 1 :. WALK-IN COOLER-, 2 CCI 1LOT COOLER SHELVING 3 ILoT STORAGE -SHELVING a 1 REACH INn,FREEZER ;K 5 -CZZI I HANDSINK 6 SPARE NUMBER 1 SPARE NUMBER 8, CZ2 1 COMPARTMENT PREP SINK 9 1 FAUCET 10 E= . 2 OVERHEAD IUALL SHELF it op- -4 I MOP SINK 12 1 FAUCET 13 1 OVERHEAD WALL SHELF 14 , 1 3 COMPARTMENT SINK 15 I PRE -RINSE 16 ► •t 3 LEVER WASTE 11 I=1 2 OVERHEAD WALL 51-IELF 18 SPARE NUMBER 19 SPARE NUMBER 20 10- -4 1 MOBILE WORKTABLE 21 = 2 OVERHEAD WALL SHELF '22 8 ` 50?T�SERVE.MAChIINE „ 23 cm I GLYCOL .SYSTEM 24 SPARE NUMBER 25 SPARE NUMBER 26 SPARE NUMBER 21 SPARE NUMBER 28 3 CUP DISPENSER 29 = I ° CUP LEDGE W/TRASH 30 = 1 GLASS WALL 31 8 S/S TRIM 32 MCI 1 TOPPINGS COUNTER 33' = 1 ROP -IN COLD ?AN 34 = 1 SNEEZEGUARO 35 < t•.l 40 DRY TOPPINGS DISPENSER 36 CZt1 l SNEEZEGUARD 31 1 TOPPINGS DISPENSER 3 2 IA"''''' al 390 1 UNDERCOUNTER REFRIGERATOR, 40 C4,M 1 FRONT COUNTER 41 _ 2 FOS 42 CZJ 2 SCALE, 43 t►:;tl I SAFE 44 t► a 1 BACK COUNTER 45 ►: 4 1 FREEZERDISPLAY,CASE . 46 * I REFRIGERATED -DISPLAY' CASE , 41 SPARE NUMBER 48 SPARE NUMBER 49 SPARE NUMBER 50 1 TRASH/WATER COUNTER 51 1 .: WATER BUBBLER DISPENSER 52 EN2 2 BUDDY BAR 53 C2Z1 18 BARSTOOL 54 2 18" X 54" TABLE 55 i SETTEE 56 = 4 24" X 24" TABLE 51 Cr 12 CHAIR 58 ME 4 LOUNGE CHAIR 59 2 SIDE TABLE 60 CSC 4 30" X 30" TABLE ENiIIIIIIL°°I.I9111111i nl 111111151 SE4TING TOTAL "CLOUD 177 A PREOPERATIONAL INSPECTION BY THE KING COUNTY HEALTH D;.RTMENT IS REQUIRED PRIOR TO OPERATION. APPLICANT PLAN SET IS REQUIRED TO BE AVAILABLE ON SITE DURING THAT INSPECTION. This plan is the property of Bargreen Ellingson and Is loaned subject to the condition that .it Is not to be copied, reproduced, or distributed either In whole or in part, without written permission, and is not to be used in any way detrimental to the best • Interests of the company. ©2012 BARGREEN ELLINGSON INC. I. IT SHALL BE NOTED BY THE GENERAL CONTRACTOR AND ALL SUB -CONTRACTORS THAT THI5 SET OF PLANS AND THE INFORMATION CONTAINED WITHN IN NO WAY RELIEVES SAID PARTIES OF THEIR RESPONSIBILITY TO INVESTIGATE AND COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES AND TO PERFORM ALL WORK TO THE HIGHEST STANDARDS. 2. IT SHALL 13E THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND ALL SUB -CONTRACTORS TO VERIFY THE ACTUAL SPACE AND MECHANICAL REQUIREMENTS OF ALL ITEMS SHOWN A5 FUTURE, NIC, SUPPLIED BY "OTHERS", ETC, WITH THE OWNER PRIOR TO ROUGH -IN AND CONNECTION. 3. IT 15 THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO IMMEDIATELY NOTIFY THE KITCHEN EQUIPMENT CONTRACTOR IN WRITING OF ANY CHANGES TO THE BUILDING THAT AFFECT EQUIPMENT PLACEMENT AND 51E5 (1E, WALL CHANGES, WATER HEATER LOCATIONS, ELECTRICAL PANELS, ETC). 4. SUITABLE WALL BACKING AS SHOWN ON THESE PLANS AND A5 REQUIRED BY THE OWNER SHALL BE PROVIDED AND INSTALLED BY THE GENERAL CONTRACTOR. TI -IE GENERAL CONTRACTOR SHALL PROVIDE FLOOR, WALL, CEILING AND ROOF PENETRATIONS, INCLUDING, BUT NOT LIMITED TO THOSE REQUIRED FOR: MAKE-UP AIR, CLASS Il EXHAUST DUCTS, FIRE -RATED SHAFTS FOR CLASS I EXHAUST DUCTS. 6. THE GENERAL CONTRACTOR SHALL PROVIDE CONDUIT AND SLEEVES FOR REFRIGERATION LINES, SYRUP, CARBON DIOXIDE GAS, BEER LINES, LIQUOR LINES, AND DATA LINES. CONDUIT 5I-IALL BE CIRCULAR PVC EQUAL TO THE DIAMETER INDICATED ON PLANS. ALL BEND5 SHALL HAVE A MINIMUM RADIUS OP TWENTY-FOUR INCHES. 1. THE GENERAL CONTRACTOR SHALL PROPERLY SEAL ALL WALL AND FLOOR PENETRATIONS AFTER THE INSTALLATION OF RELATED EQUIPMENT AND FURNISHING ITEMS. 8. ALL DIMENSIONS SHOWN ARE FROM FACE OF FINISHED WALL OR FLOOR. 9.: ALL UTILITY ROUGH -INS SHOWN ON THESE PLANS ARE SUBJECT TO CHANGE PENDING FINAL EQUIPMENT SELECTION AND LOCATION. PROJECT MANAGER: D.STOOPS 10. ALL UTILITY ROUGH -INS, FINAL CONNECTIONS, AND HOOK-UPS. SHALL 15E PROVIDED AND PERFORMED BY THE RESPECTIVE LICENSED SUB -CONTRACTORS IN COMPLIANCE UJITH APPLICABLE NATIONAL AND LOCAL CODES. 11. SEISMIC BRACING INFORMATION, IF REQUIRED, 15 NOT INDICATED ON THESE PLANS NOR 15 IT PROVIDED BY THE KITCHEN EQUIPMENT CONTRACTOR UNLESS OTHERWISE SPECIFIED HEREIN. 12. WHERE EQUIPMENT PRODUCES NOISE THAT MAY VIBRATE THROUGH WALLS TO ANY PUBLIC AND/OR DINING AREAS, THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL ADEQUATE SOUND PROOFING IN WALLS. FOODSERVICE EQUIPMENT PLAN RECEIVED CITY OF TUKWILA JUN 272013 PERMIT CENTER