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Permit D15-0044 - TWINS CHICKEN - TENANT IMPROVEMENT
TWIN CHICKEN LLC 2600 SOUTHCENTER MAIL FC07 D15-0044 City of Tukwila • Department of Community Development + 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No: 9202470010 Permit Number: D15-0044 Address: 2600 SOUTHCENTER MALL FC07 Issue Date: 4/14/2015 Permit Expires On: 10/11/2015 Project Name: TWINS CHICKEN LLC Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940, CARLSBAD, WA, 92013 Contact Person: Name: KURTTRESTER Address: 234 5TH AVE SOUTH, EDMONDS, WA, 98020 Contractor: Name: WILCOX CONSTRUCTION INC Address: 234 5TH AVE S , EDMONDS, WA, 98020-3425 License No: WILCOC*194Q0 Lender: Name: SEAN FITZHUGH Address: 500 N RAINBOW BLVD STE 300, LAS VEGAS, NV, 89107 DESCRIPTION OF WORK: Phone: (206) 305-3633 Phone: (425) 774-4185 Expiration Date: TENANT IMPROVEMENT OF A SINGLE SERVICE RESTAURANT AT FOOD COURT. NEW EQUIP, COUNTER, ELECTRICAL, LIGHTING. Project Valuation: $78,074.00 Fees Collected: $2,198.60 Type of Fire Protection: Sprinklers: YES Fire Alarm: Type of Construction: IIB Occupancy per IBC: B Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-4613: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 1m, Permit Center Authorized Signature: Date: I hearby 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 pe it and gree to the conditions attached to this permit. Signature:_A4 Date: 4/1 Print Name: t:f-yyl_� iFI—17IEtZ This permit shall become null and void if the work is not commenced within 180 days for 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: ***PUBLIC WORKS PERMIT CONDITIONS*** 2: TWINS CHICKEN shall connect waste line to the existing grease interceptor. 23: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 7: 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" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 8: Portable fire extinguishers shall be provided within a 30-foot (9144 mm) travel distance of commercial -type cooking equipment. Cooking equipment involving vegetable or animal oils and fats shall be protected by a Class K rated portable extinguisher. (IFC 904.11.5) 3: 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) 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) 5: 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, 7.2, 7.3) 6: A Type 1 hood shall be installed at or above all commercial cooking appliances and domestic cooking appliances used for commercial purposes that produce grease vapors. Each required commercial kitchen exhaust hood and duct system required by section 610 of the International Fire Code to have a Type 1 hood shall be protected with an approved automatic fire -extinguishing system installed in accordance with this code. (IFC 904.2.1 and IFC 904.11) Automatic fire -extinguishing systems shall comply with UL 300 or other equivalent standards and shall be installed in accordance with the requirements of the listing. (NFPA 96, 10.2.3) 10: Type I hood systems shall be designed and installed to automatically activate the exhaust fan whenever cooking operations occur. The activation of the exhaust fan shall occur through an interlock with the cooking appliances, by means of heat sensors or by means of other approved methods. (IMC 507.2.1.1) 9: All new automatic fire -extinguishing systems and all modifications to existing automatic fire -extinguishing systems shall have fire department review and approval of drawings prior to installation or modification. 11: 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) 12: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 13: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 14: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.9.1) 18: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall be done in accordance with applicable standards. (IFC 901.4) 16: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 15: 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. 2436). 19: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2437. 20: Local U.L. central station supervision is required. (City Ordinance #2437) 22: 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 #2437) 21: 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 #2437) (IFC 901.2) 24: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.9 of the International Building Code. 25: Post address on storefront per approved Westfield standards. 26: In occupancies of Groups A, E, I and R-1 and dormitories in Group R-2, curtains, draperies, hangings and other decorative materials suspended from walls or ceilings shall be flame resistant in accordance with NFPA 701 or be noncombustible. Where required to be flame resistant, decorative materials shall be tested by an approved agency and pass Test 1, as described in NFPA 701, or such materials shall be noncombustible. Reports of test results shall be prepared in accordance with NFPA 701 and furnished to the fire code official upon request. (IFC 807.1, 807.2) 17: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 27: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 28: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 29: 'BUILDING PERMIT CONDITIONS' 30: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 31: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 32: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 33: 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. 34: Special inspection for sprayed fire-resistant materials applied to structural elements and decks is required. Special inspections shall be based on the fire -resistance design as designated in the approved construction documents. 35: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8-feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. Periodic special inspection is required during anchorage of storage racks 8 feet or greater in height. 36: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 37: 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. 38: 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). 39: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 40: 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. 41: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL" 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING CITY OF TUKWILA Community Development Department • Public Works Department • Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 httt)://www.Tukwi]aWA.gov SITE LOCATION Building Permit No. �)15 009y Project No. Date Application Accepted: oa / l J1/5 Date Application Expires:y��/`� (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*" King Co Assessor's Tax No.: Site Address: �Upao SOU'' 1A teNTmmum Suite Number: (.r" i Floor: 1 Tenant Name: 'TWIA5 G4414co I-L4- New Tenant: 2..... Yes ❑..No PROPERTY OWNER Name: TwwN , C* 4GEN u.C. Address: 600 N. RAINSOW 6%,V0 STPE 340 City: L* YE(=AS State: NY Zip: $9101 CONTACT PERSON — person receiving all project communication Name: Kt T-T TRESi - Address: ;-5 + 15-M Ave 5&-n" City: E bmsmo,I State: wA Zip: Je02-0 Phone: Fax: Email: k't'� '1•GI^ l t�i I&AgemstAxt iprll . lAv� GENERAL CONTRACTOR INFORMATION Company Name: IMILG� 4�r+S'c�Cl�t� Address: 2-254 5lA aVC 50 rit City: epooN i State: wA Zip:c)CWIO Phone: /� ' 7%4" 41 K Fax: ,*ZS_ 77¢- .418.7 Contr Reg No.: W U.COL* lq4to Exp Date: Tukwila Business License No.: ARCHITECT OF RECORD Company Name: 1LAA�� Architect Name: His -AN Vli1.-1IP-- Address: (.,III QutNnl CC City: $MN 91Ebb State: 44 Zip: G�Z11 Phone: c ( - m ^ ,q37d Fax: Email: M; tail P. r lkn I.lES;VSaI . Gow1 ENGINEER OF RECORD Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Z'GAN FiTZtWL t4 W-RwwS C.01c4E,,1 L.C.. Address: 5c,, N• RA I N t3a.., &.-V V3 S T )E- -voa City: t-AS State: NJ 4 Zip: 8cl H:\Applications\Fort -Applications On Linc12011 ApplicationsTarnit Application Reviscd - 8-9-1 I.docx Restised: August 2011 Page t of 4 bh BUILDING PERMIT INFORMATION - 206431-3670 W Valuation of Project (contractor's bid price): $ Existing Building Valuation: $ 1 Sb 0 b Describe the scope of work (please provide detailed information): Will there be new rack storage? ❑..... Yes W No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1' Floor e4 2 ad Floor Yd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? El ....... Yes El ....... No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ ....... Sprinklers ❑ ....... Automatic Fire Alarm ❑ .......None ❑ .......Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ....... Yes ❑ .......No If "yes, attach list of materials and storage locations on a separate 8-112"x 11 "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ .......On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line\2011 ApplicationsTernnit Application Revised - 8-9-1 l.docx Revised: August 2011 Page 2 of 4 bh PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑... Water District #125 ❑ .. Highline El.. Renton ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑... Valley View ❑ .. Renton ❑ .. Seattle ❑ ...Sewer Use Certificate ❑ ... Sewer Availability Provided Septic System: ❑ On -site Septic System— For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which ap ❑ ...Civil Plans (Maximum Paper Size — 22" x 34" ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(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-way Use - Profit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ .. Right-of-way Use — Potential Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size.. WO # ❑ ...Water Only Meter Size............ WO # ❑ ...Deduct Water Meter Size ❑ ...Sewer Main Extension ............. Public ❑ Private ❑ ❑ ...Water Main Extension.............Public ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line _ ❑ ...Water ❑ ...Sewer Monthly Service Billing to: Mailing Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Day Telephone: City Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: City State Zip State Zip H:\Applications\Forms-Applications On Linc\2011 ApplicationsTermit Application Revised - 8-9-11.docx Revised: August 2011 bb Page 3 of 4 PERMIT APPLICATION NOTES - 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 THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Date: 2IIV I ]� Print Name: rdwc Tgesmv— Day Telephone: Zd t,0" - - ?j40S!Z Mailing Address: 2'64 517M Me- 5W-110 e0mo►-1pS "/A %pub City State Zip H:\Applications\Forma-Applications On Linc\2011 ApplicationsTermit Application Reviscd - 8-9-1 I.docx ReAsed: August 2011 Page 4 of 4 bh DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $2,198.60 D15-0044 Address: 2600 SOUTHCENTER MALL FC07 Apn: 9202470010 $2,198.60 DEVELOPMENT $2,134.07 PERMIT FEE R000.322.100.00.00 0.00 $1,290.65 PLAN CHECK FEE R000.345.830.00.00 0.00 $838.92 WASHINGTON STATE SURCHARGE 13640.237.114 0.00 $4.50 TECHNOLOGY FEE $64.53 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R4586 R000.322.900.04.00 0.00 $64.53 $2,198.60 Date Paid: Thursday, February 19, 2015 Paid By: WILCOX CONSTRUCTION INC Pay Method: CHECK 052303 Printed: Thursday, February 19, 2015 12:10 PM 1 of 1 RWSY57EM5 k INSPECTION RECORD Pf5L--00��] 9V Retain a c©y with permit' INNEOON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 5outhcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: � Type of lnspgct on, jAddrgss: Date celled:�/ Special Instructions: 7 FCO Date wanteWanted:a.m. 70— (5- p.rn, e es er: I W /C , S!z-g ( Phone No: z-% 45177 C91??o CR Inspector: bate �5-- Z�-O— fl-- El REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Btvd.. Suite 100. Call to schedule reinspection. ®r I ECTION RECORD NSP - - - — -------- Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 5outhcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project.I - JL'd) (ZittAn6 Type f,ipection: 21 r( : -1i - f Ves.sb q(( Date CaIW-. Special Instructions: r -007 Dat?_Wa te a.m. p.m Requester'. Pgone No: 0 Approved per applicable codes. Corrections required prior to approval, Inspector; i Date, REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Catt to schedule reinspection. IN PECTION RECORD Retain a copy with permit IRMCTION NOPERN41T NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project. r—W &I-f pe af I pion: Type FM�j Ka Add s s - �J� 5(-jiAYA Cf� 440qff Date Called: Special Instructions: *FC07 Date Wanted:— a.m. 1 15;--s pm. Requester, one No: Inspector: Date s— I 119A — REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 1W Catt to schedule reinspection, INSPECTION RECORD -D} 5-- Day t( Z— Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project_ GC Type of Inspection: 11V.0,:q1 Address: Suite #: 6' U 7 Contact Person: Special Instructions: Phone No.: XApproved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: A / U 1 �A 1 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspectors .0- I Date: 1 � 711j Hrs.: / p $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 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD IRetain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project, \jQl 11 C Type of Inspection: Address: Suite #:7, bw Mad , Contact Person: Special Instructions: Phone No.: VApproved per applicable codes. Corrections required prior to approval. COMMENTS: rl �_ -,r> , G �_ 0 -x> _ i V r / ! Q " " c--i Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: I Inspector— e' _ I Date: 4 /f %�/ c- I Hrs.: / - ❑ $100.00 REINSPECTION FEE REQUIRED. ''You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. tsming Aaaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 ff VIM Public Health 'z ' R.II&M Seattle & King County WM 2014 Plan Review Application for a Permanent Food Service Business (If you are proposing a mobile food business or Limited Food Service business, use the Mobile Plan Review Application) i-roject intormation (Please Print) Service Name of Business: T *fl' k S C V1 `kO< C L, Lr A _T C k-AL _-Ke In Proposed Business Address: c 6;On zip. RJW Was this facility previously a food service business? Yes, former name: 5Lt ; h'i 0)(P rCSS E5 No DI Don't Know If Yes, how long has it been closed? El Less the 3 months 3 mos. to one year M Over one year [I Don't Know Plan to open by: cZO Proposed Number of Seats: Sewage Treatment: Sewer [] On -Site Septic For City of Seattle, DPD Project # Plan Review Fee (see pq 2 in Plan Guide). (Make checks payable to: "SKCDPH") Fee is nonrefundable n New Construction (includes installing a new kitchen OR re -permitting an existing kitchen that has not beenusedfor one year or more) ($804 base fee covers the first 4 hrs of plan review) F] Remodel (changes or add to an existing kitchen) ($603 base fee covers the first 3 hrs of plan review) FI 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, MUSIlIU55 UW11t!F 111MI-111MMI uestor Owner Name(s): 01-11AN ?-U01? FIT7.t WL--�k Mailing Address: 0&,tU,',8 15CON IWO%w � �3cpCity: L,,,6 vv4,A,<_, -State: NV Zip:- EfL077 Phone No.'s (00,k Email: T-_ i dh 3iP_ jAJ- Covi Fax (Optional): Applicant Information (If not the business Contact Person (Applicant or Agent) Name(s): K_V9:7 -.*-Plan Check Business Name: W I Phone No.'s -2-b(0- y WA- Zip:_ State: Mailing Address: --2,34- 1-�k -city: 6:DMW!9,;, ' Email: Fax (Optional): AV5 -7 -7 87 Office Use Onl Date Submitted: Risk Classification-. Service Request SR#: Variance -SR#: Permit Record PR#: DPD/DPER Approval Date: Review Time: Reviewer: Notes: Please submit your- application to: DOWNTOWN SIPATTLE 401 - 5'� Avenue, Suite 1100 Seattle, WA 98104 (206) 263-9566 vailable in alternative format upon request pursuant to ADA 04 -0n --% CAD M M rAt 3<M Z0 0 9 C0vc j <CC 0 o-4a-<i= M I M C- n= 0 MAR� 2 ll� 2015 EASTGATE Z ;K M 0 4 *0 0 M z rn MAC4 2 A 2015 EASTGATE FNVIRONMENTAL HEALTH Dover Sheet - *REQUIRED* For Permanent Food Service Establishmentis Public Health Seattle & King County Plan Review Submittal Please place this cover sheet on top of the plans or on the outside of a set of plans. All of the following information must be submitted in the following order. Incomplete plans will not be accepted until all required information is received,. Only completed plans will be processed and reviewed. Establishment Name: IT VJ I V-11 � C*A 1 CeN Phone: Site Address: 2, KIIAJ I L A 98188 Street city Zip Applicant/Contact Person for Plans Phone: - ' Q (-V__ Mailing Address: '2Z 34- 15Tif Nic 5 EO WNO� WA- C) ov-)2_0 Street City State Zip Fax: 42-6 - _714— 141 G-7 Email: �ew i �Ic_e)�Xc_o .1-1 =5 +�V_L> ct �ici 1.) �.C_11 For City of Seattle only — DPD Project Number (if already assigned) Page number in plans or specifications should be noted below. Location in Please Check if Item Information Required Plans (page Public Health Item included number) Notes 0 Plan Review Application Application must be complete -New: $860 (4 hour base) El Plan Review Fee -Remodel: $645 (3 hour base) -Multiple Permit: $645 (3 hour base) -Resubmitted Plans: $215.00/hr *Hourly rate of $215 charged after the base time El Site Plan Show building in relation to streets, sidewalks and parking El IDetailed Menu List of food and beverage items to be prepared and served. '2 2 Sets of plans required. El Equipment Floor Plans * Refer to the Permanent Plan Review Guidelines for specific items required in the gA- floor fans and for more details. 0 _ Equipment Schedule List the make and model of all equipment 0 Finish Schedule List the finish of the floors, walls and ceilings A in all areas, 0 Seating Arrangements Show the placements of chairs and tables for both indoor and outdoor seating For Office Use Only: Reviewed by: Administrative review: Date: Date: Available in alternative format upon request pursuant to ADA 10 M 0 F" 0 10- >0M M M my oA 0 con 0M0 C < o M CzZ C= M cry> A M Z ;U rn r M 'R> Time: Activity min: v 00001-0 4�0 10 0 M M M —0 OM OM q = -n 0 0 C= -A M M C < ;R M *0 M M SEATTLE KING COUNTY DEPT OF PUBLIC HEALTH EAST GATE EH f03-24-2015 TOE #1 01 FOOD PLAN REV 645,00 VISA 645, 00 ROEUN 5775 13;55TM PH EASTGATE EH 8048 14350 SE EASTGATE WAY BELLEVUE, WA 980076458 031`24/2015 14,0120 CREDIT CARD VISA SALE CARD; XXXXXXXXXXXX7221 INVOICE 0008 SEQ #- 0007 Batch #: 000037 Approval Code: 02659D Entry MeUiod: Swoed Modc online SACSAMOUNT %.00 0.0 r - 04 am ; > m z G) 2' 0 m 0 c m < M o�' a 0 z 0zX m CUSTOMER COPY City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director March 18, 2015 KURT TRESTER 234 5TH AVE SOUTH EDMONDS, WA 98020 RE: Correction Letter # 2 DEVELOPMENT Permit Application Number D15-0044 TWINS CHICKEN LLC - 2600 SOUTHCENTER MALL FC-7 Dear KURT TRESTER, 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 following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size l 1x17 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. (BUILDING REVIEW NOTES) None of the previous items/changes previously requested were provided in your response to the last correction memo other than (#5) the plumbing, mechanical plan. Please respond with the corrections as previously requested with all corrections clouded. (Previous Memo listed below) 1. Provide a plan showing the previous layout and what is was before. Plan shall specify exactly what exists, to be reused and all new appliances, fixtures and building elements. 2. Code compliance indicated throughout the plans refers to California. building codes and year of adopted codes are not consistent with current codes as adopted by Washington State and City of Tukwila. Codes shall show compliance with current 2012 International Building, Mechanical, Uniform Plumbing codes including 2014 electrical codes and 2009 ANSI accessibility codes. Also a majority of plan general notes are not specific to the mall and tenant improvements within the mall. Provide revised notes and references with specifications as they relate specifically to IBC with related codes for mall occupancy and construction with City of Tukwila codes. 3. All food preparation establishments must apply for Seattle/King County Department of Public Health permit application (KCDPH). Before building permit final inspection, KCDPH approval shall be completed and signed off. 4. Provide additional notes that specify interior finish materials and cabinets components shall meet Class B non- combustible type materials as required per code in Type II mall construction. (IBC 4018, 801.2, 803.1.1 & 806.1) Hann Q-,,fh ...f— n,,,.i— ,ra - 7141 u; �;a oQIQQ - DI.--- InK A2I 2.<77n _ c,.,,')n,< 421 2KKIZ 5. Mechanical and plumbing plans shall be included in this plan set. Separate permits are required for mechanical, plumbing and electrical. Provide all manufacturers installation manuals and specifications as applicable for sizing with applicable calculations per details and specifications with those permits. Specify back flow devices where required in compliance with 2012 UPC. Trap primers shall be required for all floor drains with traps. 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 plan pages, 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 accented through the mail or by a messenger service. If you have any questions, I can be reached at 206-431-3655. Sincerely, c Bill Rambo Permit Technician File No. D15-0044 K V,r) Q-,,fL--- f.,,- D-1—.,.-d c.,;f., lllnn - 7-1- ;1., o91S29 m DL...-- 7n< d 21 2.<7n - 17-- 7nK 421 24KC City of Tukwila Department of Community Development February 27, 2015 KURT TRESTER 234 5TH AVE SOUTH EDMONDS, WA 98020 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D15-0044 TWINS CHICKEN LLC - 2600 SOUTHCENTER MALL FC-7 Dear KURT TRESTER, Jim Haggerton, Mayor Jack Pace, Director 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 following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL NOTE) PLAN SUBMITTALS: (Min. size l lxl7 to maximum size of 2406; 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. (BUILDING REVIEW NOTES) 1. Provide a plan showing the previous layout and what is was before. Plan shall specify exactly what exists, to be reused and all new appliances, fixtures and building elements. 2. Code compliance indicated throughout the plans refers to California building codes and year of adopted codes are not consistent with current codes as adopted by Washington State and City of Tukwila. Codes shall show compliance with current 2012 International Building, Mechanical, Uniform Plumbing codes including 2014 Electrical codes and 2009 ANSI accessibility codes. Also a majority of plan general notes are not specific to the mall and tenant improvements within the mall. Provide revised notes and references with specifications as they relate specifically to IBC with related codes for mall occupancy and construction with City of Tukwila codes. 3. All food preparation establishments must apply for Seattle/King County Department of Public Health permit application (KCDPH). Before building permit final inspection, KCDPH approval shall be completed and signed off. 4. Provide additional notes that specify interior finish materials and cabinets components shall meet Class B non- combustible type materials as required per code in Type II mall construction. (IBC 402.8, 801.2, 803.1.1 & 806.1) 5. Mechanical and plumbing plans shall be included in this plan set. Separate permits are required for mechanical, plumbing and electrical. Provide all manufacturers installation manuals and specifications as applicable for sizing with applicable calculations per details and specifications with those permits. Specify back flow devices where required in compliance with 2012 UPC. Trap primers shall be required for all floor drains with traps. 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 plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Far 206-437-3665 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 206-431-3655. Sincerely, Bill Rambo Permit Technician File No. D15-0044 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0044 DATE: 04/01/15 PROJECT NAME: TWINS CHICKEN LLC SITE ADDRESS: 2600 SOUTHCENTER MALL - FC-7 Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 2 Revision # after Permit Issued DEPARTMENTS - Building Division Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator PRELIMINARY REVIEW: DATE: 04/02/15 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04/30/15 Approved ❑ Approved with Conditions ❑ Corrections Required ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: I2/18/2013 PLANPRWIEyV/RC UTING SLIP PERMIT NUMBER: D15-0044 DATE: 03/12/15 PROJECT NAME: TWINS CHICKEN LLC SITE ADDRESS: 2600 SOUTHCENTER MALL - FC-7 Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: Building Division Fire Prevention Public Works ❑ Structural PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Corrections Required (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: ❑ Planning Division ❑ ❑ Permit Coordinator a DATE: 03/17/15 Structural Review Required ❑ DATE: DUE DATE: 04/14/15 Approved with Conditions ❑ Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0044 DATE: 02/19/15 PROJECT NAME: TWINS CHICKEN SITE ADDRESS: 2600 SOUTHCENTER MALL - FC-7 X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter #, DEPARTMENTS: my Buil ing Division Public works PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: Revision # after Permit Issued Am kv, Fire Prevention Structural ❑ 0�, q�-- Z.23- 9 Planning Division Permit Coordinator N DATE: 02/24/15 Structural Review Required ❑ DATE: APPROVALS OR CORRECTIONS: DUE DATE: 03/24/15 Approved ❑ Approved with Conditions ❑ Corrections Required d (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg. Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 4 ILA, w City of Tukwila o,!' '� 2 Department of Community Development 6300 Southcenter Boulevard, Suite # 100 Tukwila, Washington 98188 •..4 Phone: 206-431-3670 •,.•_._..•..•r Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: q' �� /� Plan Check/Permit Number: ❑ Response to Incomplete Letter # ® Response to Correction Letter # 2 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Twins Chicken LLC Project Address: 2600 Southcenter Mall — FC-7 D15-0044 Contact Person: V-ugLT "TFeSTE7t► Phone Number: Summary of Revision: - SXISTINC-> EQuIPMO-ST Ta PEE DEM61L1s14'00 / IZEriZ isp lE+Wwt-A oni SFtrrr, V-O. - OePT of N'f: a+t f fue-ATWJ 5*m rrW. wzpeer AiP�c,It, T1�N A� CffY (W TU KWLA Sheet Number(s): 1APR .0.1 2015 "Cloud" or highlight all areas of revision including date of )) rev' ion PERMITCENTER C Received at the City of Tukwila Permit Center by: Entered in TRAKiT on ` -4-15 \appIication s\forms-applications on line\revision submittal Created: 8-13-2004 Revised: City of Tukwila Department of Community Development G) 6300 Southcenter Boulevard, Suite 8 100 W% W Tukwila, Washington 98188 10 Phone, 206-43 1-367 190B Fax: 206-431-3665 Web site. hn . ....... ------ ............................... - .. . .......... REVISION SUBMITTAL ReOvion submittats must besubmitted in person at the Permit Center. Revisions will not be accepted through the moil, fax, etc. Date: 3/12/1 Plan Check/Permit Number: D 1 5 -0044 R Response to Incomplete Letter # Response to Correction Letter # - I Revision -# arter Permit is Issued f-1 Revision requested by a City Building Inspector or Plans Examiner Project Name: Twins ChicIcen LLC Project Address: 2600 Southcenter Mall - FC-7 Contact Person: K-UP-T —r(7EsTlFF—' Phone Number: 2P&-;05- 'NM2 Summary of Revision: _ (.6flVeMOVO -M b9A%MINU,--? AM tZ !Z Z-7/ 1-;-. i eAY,oFTuKWItA KO 12 20% Sheet Number(s). 10 "C/OlIff" or highlight all areas of revision including throe (?f revision PERMITCENTEIR Received at the City of Tukwila Permit Center by: Entered in TRAKiToII on linckre-vision submittal Crcaw,d: 8-13-2004 Rvviscd: WILCOX CONSTRUCTION INC Page 1 of 3 Home Inicio en Espanol Contact Safety Washington State Department of Lab©r & Industries WILCOX CONSTRUCTION INC Search L&I A-7 Index Help My Secure l: &I Claims & Insurance Workplace Rights Trades & Licensing Owner or tradesperson 234 5TH AVE SOUTH LESSARD, MATTHEW J EDMONDS, WA98020 425-774-4185 Principals SNOHOMISH County LESSARD, MATTHEW J, PRESIDENT CARTER, PAUL F, VICE PRESIDENT HOLOBAUGH, TRENT L, SECRETARY WILCOX, LAURA (End: 01 /01 /1980) WILCOX, A E (End: 01 /01 /1980) OLDS, HOWARD A, SECRETARY (End: 01 /01 /1980) WILCOX, ROBERT EUGENE, PRESIDENT (End: 11/15/2010) LESSARD, MATTHEW J, SECRETARY (End: 11/15/2010) LESSARD, JAMES MICHAEL, VICE PRESIDENT (End: 11 /21 /2005) Doing business as WILCOX CONSTRUCTION INC WA UBI No. Business type 319 007 592 Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. ....................................................................... . Meets current requirements. License specialties GENERAL License no. WILCOC'19400 Effective — expiration 11/20/1981-12/10/2015 Bond ................. TRAVELERS CAS & STY CO OF AMER $12,000.00 Bond account no. SV4713 Received by L&I Effective date 09/26/2005 12/01/2005 Expiration date Until Canceled https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=319007592&LIC=WILCOC* 194Q0&SAW= 4/14/2015 si� FILE Cy -C)L44 permit No. 10 plar c --nd orrisslorly. fo cr rc 40V co-13 Or T nann. I iv"CGIPt t'. 3, vl G, 1 -3 t ci 'n Z-Ty st .I .r C, rr,,,prov-,d FIFIC!d C 'PY an Is ar,t,ri 3%Mi By: 3zr; City of BUILDING LvVIS110N REVISIONS Of SUi"JA.i,,-ig DMIS:;0:1 [!.'37-2: Fro-vlls'cn,- iviii rcquino a ric,.1i pil,-n submittal d may indude addRional plan revisrw f-,ss. REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 3 20'5--\ I'V City of Tukwl ON BULDING.DIVISI V6 u0e00* %wins' CHICKEti TEaOFI1S • ,� _ vv �._ old MEN-•L ,. 67mI ME --------- -- j i• i. t t � , 3�. I���I is wins �- CAIE'[EM TENDERS .. - p. .- _ � � ��47 QQQ •, � � mow^^ at - - mm0 i ¢f416i r . I RRG to 1 1• -. DID • .I T FLOOR PLAN SCALE:1/411=11-011 (E) EXISTING WALL ///.:. (E) EXISTING FLOOR PLAN NOTES - floor drain to be ttr per foot slope - 3- to 4- pvc sleeve in cabinet & wall for syrup line to be installed - 3' to 4' pvc pipe 62' a.f.f. for syrup line to have foam seal. grease trap (EXISTING) - fix and repair ex.dg, w/new or ex. acoustic tiles & light fixture as needed - 12' splashguards required at hand sinks when located in a counter, near worktables or drainboards (bar area) - Interior finish materials and cabinets components shall meet Class B non-combustible type materials as required per code in Type II mall construction. (IBC 402.8. 801.2, 803.1.1 & 806.1) PLUMBING NOTES Ia SC, - all plumbing lines not concealed to be r\ abv. floor and }' from all walls and ceiling using 1 offset brackets. - water suppy carbonators shall be protected by an approved reduced pressure principle back flow protector. - the relief valve shall drain indirectly to sewer with a legal air gap. - no chemical dispensing systems are being provided - sinks min. of 9.2 kW or 41,317 BTUs -%Z hot water pipe - )a' cold water pipe - 3' deanout pvc pipe 3' vent pvc pipe COUNTER @42- A.F.F. MECHANICAL NOTE 901a AMC A 1) - Provide expansion tank or approved meth of relieving pressure - Cross connection protection shall be provided at all potable water supplied appliances and equipment. - Floor drains or similar traps directly connected to the drainage system and subject to infrequent use shall be provided with an approved automatic means of maintaining their water seals. - Installation of soil or drain pipes in Food Handling Establishments will comply - Each faucet shall not exceed a water flow of 2.2 GPM - All piping and ductwork shall be insulated consistent with the requirements of sections 118. 123, 124 e.e.s. and table 6d of CMS. - All HVAC systems shall meet the control requirements per sections 112 and 122 e.e.s. - All hvac ductwork existing or replaced with new. - Test, balance, and adjust existing furnace and air conditioner units for proper operation - All hoods, ducts, and exhaust outlets are required to be installed in accordance with Chapter 5 of the current UMC. ELECTRICAL NOTES - all electrical work shall comply With the 2013 Washington electrical code - all interior lighting systems shall comply with Washington energy commission standards - all lighting and electrical in storage room is existing WELLS DRAWER WARMER (BELOW COUMETa ( GLASS PANELS T P@68' A.F.F. ❑❑❑ GARHHOLE-1 STAINLESS COUNTERTOP 4P36• A.F.F. (N) 250AFF JTOP@' 17'-0" DISH SCHEDULE AREA FLOOR 1oGsnNc1 KITCHEW CERAMIC TLE PREPARAPCN 50 SOFT. CASH REGISTER ❑ 4W WORK TOP REF. COUNTER V36' A.F.F. I 1 I (E) STEEL COLUMN / IX"KT' REVIEWED FOUR f f CODE COMPLIANCE W WORK TOP COUNTER®36'At.TFE.F. ,�� ,.., .J: APPROVED Y ED f` APR 0 3 2015 (E)SOFFIT #'21 COUNTER @36'A.F.F. City of Tukwila 4'-1 1 " BUILDING DIVISION BASE WALL CEILING - CONnNUOUS PANTED GYPSUM PAINTED GYPSUM PAINTEDBOARD ja'SELFCOVNG (SANITARY BASE) WRH SEMI -GLOSS FINISH BOARD WRH GLOSS FINISH CERAMIC TLE BASE BRUSHED ALUMNAIM SUSPENDED OLD. W/VINYL PANELS BARCOINTER CERAMIC TL.E 014 FR.P. ON THE BACK OF PANTED GYPSUM !'OONnNUOUS '/' SELF-O(NM (SANITARY BASSI COUNTERA A BOARD WRH GLOSS F SH CERAAaC TLE BASE LOV1) !' BRUSHED ALA- SUSPENDED OLD. MNUM TOE KICK W1 VNrlL PANELS (EXGTP GI CERAMIC TLE A' CCNr1NU0US FR P SUSPENDED OLD. DRY STORAGFJ CERAMIC TLE WJACOUYPGL UnUTY ROOM SELFCOV WG PANELS (SANITARY BASE) . SITTING AREA CERAMIC TILE !• CONiI ilO)g qEp -AN WOOLY SUS —D CLG. 75 SO.FT. BRUSHED CERAMIC HEX TLE/ W/ ACOUSTICAL ALU-NDM TOE KICK PANELS e H-81 EO.UIPMENT LIST (new- all equipment to be NSF approved) RE.I OTY. I OE C KW VOLTAGE PHASE AMPS PEMAPKS NAME)MODEL N C CASH REGISTER 120 1 m 2 !e'WORKTOP REF. 120 I 3J BEVERAGE VNV?RAGA IIL 3 1 W WORKTOP REF. 120 3.3 O BEVERAGE-AIW WTRapA N C ! 5 AS GFRYER NA NATURAL. GAS PITCW SG'. Q] E 5 1 DRAWER WARMER 120V 1 7.5 m WE1LS/RW-2 C O 1 OVEN 20av 3 31 m BLODCETT/ZEPH-100-E L ] 1 PLANETARY MIXER =,OV 12 fO GLOBE/ SNO Vi C B HOLDING GA8INET IMY to O CRESCOR/IZ -11D 'ryJ m G , HAND SNK NA Vl 10 172 SOAP DISPENSER NA !D 61 1 fiNGLE PAPER TOWEL NA SINK !'x12' 11 YSPLASH �Y ti 12 2 FOWWAPMER t20 aJ m FWH-IA 115 MC +- O RECEIVED CITY OF TUKWILA APR. 01 2015 1#0_ ft i "IT CENTER Z� T A-1 FLOOR PLAN MATERIALS 0 WALNUT WOOD 1 1x6 OB HEX TILE I LIGHT GREY DARK GREY GROUT OC COUNTERTOP MSI CONCERTO PREMIUM NATURAL QUARTZ OD BRUSHED ALUMINUM OE RED BARN WOOD OF RED PAINT I GLOSS BEHR ULTRA o 0 (q FRP ( TILE WALL B 21t/j.l� FLOOR PLAN SCALE:1/4"=14" (E) EXISTING WALL ELEVATION SCALE:1/4"=1'-O" MSI CONCERTO COUNTER RED PAINT I SATIN BEHR ULTRA w NN-NM ----- - OH WHITE PAINT I GLOSS BEHR ULTRA RED BARNWOOD E 4' TOE KICK BRUSHED ALUMINUM E (fAPEUGHT) v G I G I G �1WNiAELLS R r u i� / CAS REGISTER (E) STEEL COLNMn A INTERIOR G % / r C' WA LISOR BRUSHED ALUMINUM D WALLS / - - _ - - - - - _. - { - - - -- - - ECEIVED — — - — — — o -- — — - - __- - - '-- ClT OF TUKWILA -,� (N) PONY WALL E APR 01 2015 CEIUNG@17A.F.F. H iNi @50•A B (gSOFF1T#1 F (gSOFFIT#2� COUNTER@36'A.F.F. C PERMIT CENTER 1.6 WALNUT -i(A 1 RED BARN WOOD -,(-E) I HEX TILE �l B 1 BRUSHED ALUMINUM 1 x6 WALNUT BACKUT(fAPEUGHT) — TWINS SIGN — I I I I I I I I (qTv MENUS GLASS PANEL-) GLOSS RED PAINT-� F HEX TILE-,@ RED PAINT CUT@30- PAINT (UNDER 043m r� N p moTd- a _ O My i c M V] ri 6l Z w 0 Z Q J FOR APR 0 3 2015 0 Tukv+riia 1 DIVISION WALNUT LEM A-2 FLOOR PL./ELEVATION FLOOR PLAN NOTES Fix and repair ex.clg. w/new or ex. acoustic tiles & light fixture as needed - Replace lighting per plan: existing locations, new fixtures ELECTRICAL NOTES 1 . All electrical work shall comply with the 2013 Washington electrical code 2. All interior lighting systems shall comply with Washington energy commission standards 3. All lighting and electrical in storage room is existing 4. Drill electrical chase in counter for cash register 5. All signs require separate permits and approvals 6. Contractor shall use a code approved wiring method of the following: a) all conduits below slab or grade shall be PVC and shall include a ground wire b) all exposed conduit shall be EMT c) all conductors for feeders and branch wiring shall be copper d) concealed branch wiring may be type MC or AC cable. If approved for use by this jurisdiction. 7. All visible outlet & switch ooverplates in dining area shall be stainless steel. 8. When signage circuits are connected to tenant panel, use tork model #1103 time clock for signage circuits - set to power on at dusk & off at midnight. 9. All 125V electrical receptacles located in the kithcne areas shall have ground fault circuit interruption protection (GFCI) per NEC 210.8(B)(2) 10. Conductors shall be copper rated at not less than 600 V. Minimum wire size shall be #12 AWG U.O.N. All wire #8 AWG and larger shall be standed, #10 thru #12 AWG conductors shall be solid. Use the 75 C ampacity rating for conductors feeding equipment rated 100A or less or for equipment rated for conductors #1 AWG or less. 11. Al circuit breakers controlling fluorescent lighting shall be SWD listed. LEGEND QUADRUPLEX RECEPTACLE 18' A.F.F. U.O.N. GFCI DUPLEX RECEPTACLE 18" A.F.F. U.O.N. TELEPHONE/DATA OUTLET 18' A.F.F. U.O.N. ORECESSED DOWLIGHT FIXTURE PENDANT FIXTURE MASON JAR W/ EDISON BULBS WALL MOUNTED SCONCE UP & DOWN LIGHT — — ROPE LIGHT/ TAPE LIGHT WALL SWITCH (EXISTING) 48' A.F.F. U.O.N. EO.IJIPMENT LIST (New - all equipment to be NSF approved) ITEM QTY. I DESCRIPTION VOLTAGE PHASE AMPS 1 1 CASH REGISTER 120 1 1 2 1 48' WORKTOP REF. 120 1 3.3 3 1 60" WORKTOP REF. 120 1 3.3 5 1 DRAWER WARMER 120V 1 7.5 6 1 OVEN 208V 3 31 7 1 PLANETARY MIXER 220V 1 12 8 1 HOLDING CABINET 120V 1 16 12 2 FOOD WARMER 120V 1 6.3 UNDERRI BACKLIT WALNUT 0 (E) EXISTING WALL (E) EXISTING AREA \\ (N) PONY WALL POWER/LIGHTING PLAN LIGHTING PLAN REFLECTED CLG. PLAN :ALE: 3/I6"=1'-O" FOR SION co E TOP OF SOFFYT/ / a (RED LIGHT)�j W ` o W / m Z N q I ! 1 TV BACKLC�HTj` U j /: Q jRECEIVED j I ! I 1 jjTY OF TUKWILA m a ® I j ! / ���' ! APR, 01 2015 N T � J o I �ERMfT CENTER y 1 \ Q l vi � o �/�HTF 3'-0• � O C q T/OIvs { r c� 4s z 2 r/ E-1 POWER/LIGHTING NOTES - MECHANICAL LAYOUT TO STAY EXISTING - PLUMBING - WASTE & WATER LAYOUT TO STAY EXISTING V4" cu. FAN COIL TO FS-1 INOIREC 5- MECHANICAiPLAN WASTE/VLI1I rLAII i) COMMON 4SE INTERCEPTOR �RE1WED FOR CODE COMPLIANCE APPROVED APR 0 3 2015 City of Tukwil „i BUILDING DIVI`OIN CEILING) ' I I 3 - & THRU SCREENMALL - COORO. W/ MILLWORK - r 1,z 72, CF�7 I cl j II j { I I Cf,.0 ! iy -J k J j I ,11 II i-7j -={-1 II ti� II II WA 1" S.O.V "RECEIVED Y OF TUKWILA APR 01 2015 RMIT C. _NTER j 11Z ON. WALL & THRU CABINET- COOROj TMILLWC �� a AW P-1 MECUPLUMBING NORDSTROM m JCPenne jAPPROVED .. • �QCity of Tukwib BUILDING DIVIS. PATH 1 , I� •- . I OF TRAVEL ELEVATOR ADA PARKING � ►� �'� � �� �� wit PROJECT LOCATION 2600 SOUTHCENTER MALL #FC-7 I LEVEL 2 OF 3 L- WOMEN'S RESTROOM MEN'S RESTROOM SITE PLAN us. if if if PROJECT DATA 00 SITE PLAN NOTES "+p SCOPE DF WORK: TENANT IMPROVEMENT OF A SINGLE SERVICE RESTAURANT WITHIN AN EXISTING 1. THE CONTRACTOR and/or OWNER MUST VERIFY ALL GRADES, CONDITIONS AND DIMENSIONS BEFORE COMMENCING WORK, MALL FOOD COURT.SHALL Or- EDIIATELY OF ANY DI&THE DESIGNER and/or SCRIEPANCY. NEER BE NOTIFIED NEW: EGUIPMENT, COUNTER, FINISHES, ELECTRICAL, LIGHTING 2. THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OF ALL UTILITIES BEFORE COMMENCING WORK. EXISTING : MECHANICAL, PLUMBING WASTE S WATER NOTICE OF THE PROPOSED WORK SHALL BE GIVEN TO THE APPROPRIATE AGENCIES: _ r >4 � o PROJECT NAME: TWINS CHICKEN PROJECT ADDRESS: 2600 SOUTHCENTER MALL #FC-7 TYPE: 2B, FULLY SPRINKLERED TUKWILA WA 98188 OCC.: BRESTAURANT LOAD: 7,90 SF/ 200 GROSS = 4 COO. 4. CONTRACTOR SHALL NOTIFY OWNER AND DESIGNER OF ANY EXISTING LANDLORD: WESTFIELD LLC. SO.FT.: 790 SF STRUCTU ONS IFF OWN ON PLANS. a 11601 WILSHIRE BLVD. 14TH FLR. LOS ANGELES, CA 90025 a it •t DRAWING INDEX T-1 SITE MAP. VICINITY MAP. PROJECT DATA T-2 GENERAL NOTES I T-21 GENERAL NOTES 2 T-3 HEALTH DEPARTMENT NOTES A-D EXISTING FLOOR EQUIPMENT PLAN A-1 FP, EGUIPMENT LIST, FINISH SCHEDULE A-2 FLOOR PLAN. ELEVATION. MATERIALS E-1 POWER , LIGHTING PLANS PI MECHANICAL PLUMBING PLANS SH KIMM 310.893.476EL �11 -C� Ql`�Mb►�5 CITRECE;VED TENANT: Twins Chicken LLC Y OF TU K W I L A N Rainbow Ste 300 Las Las Vegas, NV 8919107 0 1 APR 9 702-832-0143 t 2015 s DESIGNER: MILAN UHUR \VL f �� Qi Wr✓`�'J v w 6911 QUINN CT., SAN DIEGO, CA 92111 619.301.4370 PERMIT E N TE R MILANpMILANDESIGNUSA.COM .fk`1V ♦ �{' r� ljlv"4p a L C„ co =3 C WOO H 3z ya o, o O Y 6] L_ O Z 0 E ,G L7 c = U [00013 0 Z T-1 SITE PLAN __D FOR COMPLIANCE APPROVED DIVISION 1 -GENERAL REQUIREMENTS goo - v*"aWx%a C0 ` /S 1. CONSTRUCTION SHALL CONFORM TO THE LATEST ADOPTED EDITION OF THE 'A� . AND/OR ALL LOCAL, STATE AND NATIONAL REQUIREMENTS. 2. REFERENCES GIVEN TO THE C.B.C. REFER TO THE 2013 EDITION OF THE WASHINGTON BUILDING CODE, PUBLISHED BY THE INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS. 3. TRADE NAMES AND/OR MANUFACTURERS NAMES REFERRED TO ARE FOR QUALITY STANDARDS ONLY. EQUAL PRODUCTS ARE PERMITTED IF APPROVED BY THE DESIGNER AND/OR OWNER. 4. THE DESIGNER SHALL NOT BE RESPONSIBLE FOR FIELD WORK PERFORMANCE, SAFETY IN, ON, OR ABOUT THE JOB SITE, METHODS OF PERFORMANCE OR TIMELINESS IN THE PERFORMANCE OF THE WORK. 5. CONTRACTORS SHALL VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. IF DISCREPANCIES ARE FOUND, THE DESIGNER SHALL BE NOTIFIED IMMEDIATELY. 6. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ALWAYS TAKE PRECEDENCE. 7. ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THESE DRAWINGS ARE OWNED BY AND ARE PROPERTY OF MILANIDESIGN AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THIS SPECIFIC PROJECT. NONE OF THESE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY, OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER, WITHOUT THE WRITTEN PERMISSION OF THE DESIGNER - MILAN UHLIR OF MILANIDESIGN. 8. UPON COMPLETION OF THE PROJECT, GENERAL CONTRACTOR SHALL PROVIDE THE DESIGNER WITH AN AS -BUILT SET OF PRINTS INDICATING ACTUAL CONSTRUCTION METHODS USED WHICH DEVIATED FROM CONDITIONS REPRESENTED WITHIN THE CONSTRUCTION DOCUMENTS. 9. CHANGES OR DEVIATIONS FROM THESE CONSTRUCTION DRAWINGS SHALL BE AUTHORIZED BY THE DESIGNER PRIOR TO INITIATION. 10. THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH THE SITE PRIOR TO SUBMITTING BIDS. 11. EACH SUBCONTRACTOR IS CONSIDERED A SPECIALIST IN HIS RESPECTIVE FIELD AND SHALL, PRIOR TO THE SUBMISSION OF BID OR PERFORMANCE OF WORK, NOTIFY THE GENERAL CONTRACTOR OR OWNER OF ANY POTENTIAL DIFFICULTIES OF WORK CALLED OUT ON THE DRAWINGS IN HIS TRADE THAT CANNOT BE FULLY GUARANTEED. . 12. THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL BE RESPONSIBLE FOR THE APPROPRIATE "HOOK-UP' OF ALL UTILITIES REQUIRED TO SUPPORT THE WORK. 13. WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, THE DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. 14. FIRE WARNING SYSTEM SHALL COMPLY WITH C.B.C. DIVISION 2 - SITE WORK AND UTILITIES 1 . ALL STUMPS AND ROOTS SHALL BE REMOVED FROM THE SOIL TO A DEPTH OF AT LEAST 12' BELOW THE SURFACE OF THE GROUND IN THE AREA TO BE OCCUPIED BY THE BUILDING OR OTHER PROPOSED WORK. 2. ALL WOOD FORMS WHICH HAVE BEEN USED IN PLACING CONCRETE, IF WITHIN THE GROUND OR BETWEEN HE FOUNDATION SILL AND THE GROUND, SHALL BE REMOVED BEFORE A BUILDING IS OCCUPIED OR USED FOR ANY PURPOSE. 3. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF, AND TAKE PRECAUTIONARY MEASURES TO PROTECT, THE UTILITY LINES SHOWN ON THESE DRAWINGS AND ANY OTHER LINES NOT ON RECORD OR NOT SHOWN ON THE CONSTRUCTION DRAWINGS. 4. ASSUME 1000 P.S.F. SOIL BEARING PRESSURE, UNLESS NOTED OTHERWISE BY A SOILS REPORT. ALL SOIL COMPACTING SHALL BE RECORDED WITH THE BUILDING INSPECTION DEPARTMENT PRIOR TO PLACING CONCRETE FOUNDATIONS. FOR PARTICULAR SPECIFICATIONS, PERFORMANCE, DRAINAGE AND SITE PREPARATIONS, REFER TO SOILS REPORT OR OWNER'S CRITERIA PRIOR TO STARTING BUILDING CONSTRUCTION. THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL BE RESPONSIBLE FOR THE PROPER DRAINAGE OF THE SITE. DIVISION 3 - CONCRETE 1. CONCRETE SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 2,500 P.S.I. @ 28 DAYS FROM INITIAL DATE OF POUR AND SHALL COMPLY WITH ALL REQUIREMENTS AND STANDARDS OF CHAPTER 26 OF THE C.B.C.. COMPOSITION SHALL BE 1 PART CEMENT, 3 PARTS SAND, 4 PARTS 1' MAXIMUM SIZE ROCK, AND NOT MORE THAN 7 12 GALLONS OF WATER PER SACK OF CEMENT. GENERAL NOTES S SPECIFICATIONS cnc=NJa DIVISION 4 - MASONRY 1 . ALL MASONRY SHALL COMPLY WITH THE REGULATIONS OF CHAPTER 21 OF THE C.B.C. 2. CONCRETE MASONRY UNITS SHALL COMPLY WITH ASTM SPEC. C90-70, GRADE N, FOR HOLLOW UNIT CONCRETE BLOCKS. 3. GROUT MIX SHALL CONSIST OF ONE PART PORTLAND CEMENT TO WHICH MAY BE ADDED NOT MORE THAN 1 /10 PART HYDRATED LIME OR LIME PUTTY AND TWO TO THREE PARTS SAND AND NOT MORE THAN TWO PARTS GRAVEL. MINIMUM STRENGTH @ 28 DAYS SHALL BE 2,000 P.S.I. 4. MORTAR MIX FOR CONSTRUCTION OF MASONRY WALLS, FOUNDATION WALLS AND RETAINING WALLS SHALL CONSIST OF ONE PART PORTLAND CEMENT, 3 1/2 PARTS SAND AND 1/4 TO 12 PART HYDRATED LIME OR LIME PUTTY. MORTAR MIX WITH PLASTIC CEMENT SHALL BE 1 PART PLASTIC CEMENT TO 3 PARTS SAND. 5. REINFORCING SHALL BE AS PER DIVISION 5 - METALS. 6. REINFORCING AND SEISMIC ANCHORAGE SHALL BE AS PER THE C.B.C. 7. CHIMNEYS SHALL EXTEND A MINIMUM OF TWO FEET ABOVE THAT PART OF THE ROOF THROUGH WHICH IT PASSES AND A MINIMUM OF TWO FEET ABOVE ANY PORTION OF THE BUILDING WITHIN 10 FEET OF THE POINT OF CHIMNEY/ROOF INTERSECTION. CHIMNEY TOPS SHALL NOT EXTEND MORE THAN EIGHT FEET ABOVE CHIMNEY ANCHOR STRAPS TO ROOF FRAMING. 8. CHIMNEY SHALL BE FLASHED AND COUNTER FLASHED ALONG ALL INTERSECTIONS TO BUILDING STRUCTURE WITH 26 GAUGE GALVANIZED SHEET METAL PER SMACNA STANDARDS. 9. ALL VERTICAL CELLS IN RETAINING WALLS AND WALLS BELOW GRADE SHALL BE FILLED SOLID WITH GROUT. APR 0 3 2015 R� kitty' of Tukwila 3. ALL TOP PLATES TO BE DOUBLE 2X4S M Ilafllat C� M1 W I�I ^I O� OF 48', WITH BUTT JOINTS OCCURRING 4. ALL INTERIOR NONBEARING OPENINGS 4-0' WIDE OR LESS SHALL HAVE MINIMUM HEADER OF ONE 4X6, OR TWO 2X6S ON EDGE. 5. ALL JOISTS, HEADERS, BEAMS AND RAFTERS SHALL HAVE A MINIMUM SOLID BEARING OF 2' @ EACH END. 6. JOISTS UNDER PARALLEL BEARING PARTITIONS SHALL BE DOUBLED. 7. WHERE BEAMS FRAME INTO STUD WALLS, PROVIDE 16 GAUGE GALVANIZED IRON STRAP TIE ON TOP. 8. NOT LESS THAN THREE (3) STUDS SHALL BE INSTALLED AT EVERY CORNER OF AN EXTERIOR WALL. 9. 1 X4 LET -IN BRACING OR EQUIVALENT SHALL BE PROVIDED AT ALL EXTERIOR WALLS AND MAIN CROSS STUD PARTITIONS AT EACH END (OR AS NEAR AS POSSIBLE) AND AT LEAST EVERY 25' OF LENGTH. THEY SHALL BE PLACED AT AN ANGLE NOT GREATER THAN 60 DEGREES NOR LESS THAN 45 DEGREES FROM HORIZONTAL. 10. ALL JOIST HANGERS, FRAMING ANCHORS, ETC., SHALL BE MANUFACTURED BY SIMPSON COMPANY OR APPROVED EQUAL. 11. WHERE WOOD FRAME WALLS AND PARTITIONS ARE COVERED ON THE INTERIOR WITH PLASTER, TILE, OR SIMILAR MATERIAL AND ARE SUBJECT TO MOISTURE, THE FRAMING SHALL BE PROTECTED WITH AN APPROVED WATERPROOF PAPER CONFORMING TO C.B.C. 12. ALL INTERIOR AND EXTERIOR WOOD POSTS ATTACHED DIRECTLY TO CONCRETE SHALL BE SECURED WITH "SIMPSON COMPANY' CB OR PB POST BASES. 10. PROVIDE WATERPROOFING OF RETAINING WALLS, ON SIDE ADJACENT TO EARTH: ALL RETAINING WALLS THAT ARE PART OF THE BUILDING STRUCTURE 13. ALL WOOD POSTS CONNECTING TO WOOD BEAMS ABOVE SHALL BE SECURED WITH SHALL BE WATERPROOFED AS FOLLOWS: (PER 100 SO. FT. OF AREA) 'SIMPSON COMPANY' CC OR ECC POST CAPS, WHICHEVER IS APPLICABLE. A.) PRIME W/ 1 12 GALLONS OF EMULSIFIED ASPHALT; (CUT BACK 20% W/ WATER). 14. FRAMING CONTRACTOR SHALL PROVIDE BACKING AS REQUIRED FOR ALL LIGHT B.) APPLY RECEIVED FORMLY 3 GALLON OF EMULSIFIED ASPHALT. FIXTURES, CABINETS, WARDROBES, ETC., PER FLOOR PLANS. C.) EMBED THEREIN ONE LAYER OF 20X20 WOVEN GLASS FABRIC W/ 3' SIDE &END LAPS. (NO VOIDS, WRINKLES, OR BUCKLES). CITY OF TU K W 15 THE ENTIRE FULL D.) REPEAT B. I LA HEIGHT OF HE WALL UNO LESS SOUPPORTED LArTERALLYTBYY CEIILLING, FLOOR, OR E.) REPEAT C. RAFTER JOISTS PERPENDICULAR TO THE WALL. THE MAXIMUM ALLOWABLE HEIGHT F.) REPEAT B. FOR STUDS @ 1 U O/C SHALL BE: 10-0' FOR 2X3 STUDS; 14'-0' FOR 2X4 G.) MIRADRAIN OR EQUAL. (PERFORATED DRAIN PIPE, 4" MIN.) 2015 _ APR O J STUDS OR 3X4 STUDS; AND 20'-0' FOR 2X6 STUDS. DIVISION 5 - METALS 16. FOUNDATION SILL PLATES SHALL HAVE FULL BEARING ON THE SLAB BELOW AND PERMIT CENTER BE SECURELY FASTENED TO THE CONCRETE WITH EITHER SYSTEM A OR B BELOW: 1. WELDED WIRE MESH SHALL CONFORM TO C.B.C. 2. ALL VENTS THROUGH EXTERIOR WALLS TO HAVE A MAXIMUM 1 /4' MESH GALVANIZED HARDWARE CLOTH COVERING. 3. ALL OPENINGS IN EXTERIOR WALLS TO HAVE MINIMUM 26 GAUGE GALVANIZED SHEET METAL FLASHING PER CURRENT SMACNA ARCHITECTURAL SHEET METAL MANUAL. 4. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO A.S.T.M. SPEC. A615-68, GRADE 40. 5. REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE RECOMMENDED PRACTICE FOR PLACING REINFORCING BARS' LATEST EDITION OF C.R.S.I. 6. LAP SPLICE CONTINUOUS REINFORCING STEEL A MINIMUM OF 40 DIAMETERS OR V-6' MINIMUM UNLESS NOTED OTHERWISE. MINIMUM COVER FOR REINFORCING STEEL: FOOTINGS-3% WALLS-1 12' (EXPOSED SIDE), 2" (AGAINST EARTH). 7. STEEL PIPE COLUMNS SHALL CONFORM TO A.S.T.M. SPEC. A-53, GRADE B. 8. MACHINE BOLTS AND ANCHOR BOLTS SHALL CONFORM TO A.S.T.M. SPEC. A-307. 9. STEEL USED AS STRUCTURAL SHAPES SUCH AS WIDE FLANGE SECTIONS, CHANNELS, PLATES AND ANGLES SHALL CONFORM TO A.S.T.M. SPEC. A-35, 10. ALL NAILING SHALL BE PER TABLE 2304.9.1 OF THE C.B.C., UNLESS OTHERWISE NOTED. DIVISION 6 - WOOD AND PLASTICS 1. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY WHICH IS IN DIRECT CONTACT WITH EARTH SHALL BE FOUNDATION GRADE REDWOOD OR PRESSURE TREATED DOUGLAS FIR. 2. FIREBLOCK ALL WALLS, FLOORS, FURRED AREAS, ETC., SO THAT MAXIMUM CONCEALED SPACE IS NO GREATER THAN 10-0'. PROVIDE ADDITIONAL FIRE BLOCKING AS REQUIRED PER C.B.C. SYSTEM A - POWER DRIVEN FASTENERS 7/32' DIAMETER'RAMSET' #3348 PER I.C.B.O. REPORT 1147, OR APPROVED EQUAL. TYPICAL EXTERIOR AND/OR BEARING WALL SILLS TO RECEIVE FASTENERS @ 36' O/C WITH THE FIRST 2 FASTENERS @ 6" AND 1 U FROM EACH CUT END OF THE SILL. INTERIOR AND/OR NONBEARING WALL SILLS TO RECEIVE FASTENERS @ 48' O/C WITH THE FIRST FASTENER @ 6' FROM EACH CUT END OF THE SILL. FASTENERS TO BE INSTALLED AFTER THE CONCRETE HAS SET FOR 7 DAYS MINIMUM. SYSTEM B - 5/8'X10' ANCHOR BOLTS IMBEDDED 7' MINIMUM INTO CONCRETE OR REINFORCED MASONRY AND 15" MINIMUM INTO UNREINFORCED GROUTED MASONRY ALL OF THE ABOVE SPACED @ 72' O/C UNLESS NOTED OTHERWISE. PROVIDE 1 ANCHOR BOLT WITHIN 12' OF END OF EACH PLATE. 17. STRUCTURAL FRAMING LUMBER SHALL BE DOUGLAS FIR -LARCH AND SHALL CONFORM TO THE STANDARD GRADING RULES FOR WESTERN LUMBER. 2X4 VERTICAL FRAMING SHALL BE "STUD GRADE" UNLESS NOTED OTHERWISE. ALL OTHER 2X AND 4X MEMBERS TO BE DOUGLAS FIR/LARCH #2 UNLESS NOTED OTHERWISE. 6X MEMBERS SHALL BE NO. 1 GRADE UNLESS NOTED OTHERWISE. 18. PROVIDE 12' CLEAR SPACE BETWEEN JOISTS AND THE DOUBLE TOP PLATE OF ALL NON -BEARING PARTITIONS. SECURE WALL WITH 20D SPIKES AT 12" O/C INTO JOISTS (OR BLOCKING). 19. CUTTING, NOTCHING OR DRILLING OF BEAMS OR JOISTS TO BE PERMITTED ONLY AS DETAILED OR APPROVED BY ENGINEER. 20. PROVIDE 18' MINIMUM CLEARANCE TO GRADE UNDER 2X WOOD JOISTS AND 12" MINIMUM CLEARANCE UNDER 4X OR GREATER WOOD GIRDERS. IN LIEU OF THE ABOVE CLEARANCE, BEAMS OR GIRDERS OF PRESSURE TREATED DOUGLAS FIR OR FOUNDATION GRADE REDWOOD MAY BE SUBSTITUTED. 21. CONTRACTOR SHALL SUBMIT AN A.I.T.C. CERTIFICATE OF CONFORMANCE FOR GLUE - LAMINATED BEAMS TO BUILDING INSPECTION DEPARTMENT PRIOR TO ERECTION. SPECIFICATION: A. INDUSTRIAL GRADE B. 2,000 P.S.I. 'F' C. COMBINATION SYMBOL (SEE PLAN FOR CAMBER AND COMBINATION SYMBOL). D. 1,800,000 P.S.I. 'E' _ A& Ah T-2 GENERAL NOTES I "L.v1L.vvL.v a v1% CODE COMPLIANCE APR 032015 GENERAL NOTES 9 SPECIFICATIONS City of Tukwila 22. FLOOR JOISTS AND RAFTERS MORE THAN 10' IN DEPTH AND SPANNING MORE THAN 6. WHEN THERE IS ENCLOSED USABLE SPACE UNDER STAIRS, THE WALLS AND 8. ALL VENTS (IN EXTERIOR WALLS) ARE TO TURN BACK 2'-0' MINIMUM I BUILDING DIVISION 8' SHALL BE SUPPORTED LATERALLY BY BRIDGING OR SOLID BLOCKING AT INTERVALS NOT TO EXCEED 8' O/C. PROVIDE BLOCKING AT ENDS AND SUPPORTS SOFFITS OF THE ENCLOSED SPACE SHALL BE PROTECTED ON THE ENCLOSED SIDE AS REQUIRED FOR ONE -HOUR FIRE RESISTIVE CONSTRUCTION. RAFTER SPACE BEFORE RISING VERTICALLY AND PENETRATING ROD AND/OR DUCTS WHICH PENETRATE ROOFS OR EXTERIOR WALLS TO BE PROPERLY - FOR ALL FLOOR AND CEILING JOISTS OR TRUSSES. SLEEVED, FLASHED AND COUNTER -FLASHED. 23. UNDERFLOOR AREAS SHALL BE VENTILATED BY OPENINGS HAVING A NET AREA OF NOT LESS THAN 1/150TH OF THE UNDERFLOOR AREA. OPENINGS SHALL BE ARRANGED TO PROVIDE CROSS VENTILATION AND COVERED PER DIVISION 5. PROVIDE AN ACCESS DOOR TO UNDERFLOOR AREAS NOT LESS THAN 18'X24'. 24. ATTIC SPACES SHALL BE VENTILATED BY OPENINGS HAVING A NET AREA OF NOT LESS THAN 1/1 50TH OF ATTIC SPACE, EXCEPT THAT AREA MAY BE REDUCED TO 1 /300TH IF AT LEAST 50 PERCENT OF THE VENTS ARE 3 FEET MINIMUM ABOVE THE EAVE VENTS. OPENINGS SHALL BE ARRANGED TO PROVIDE CROSS VENTILATION AND COVERED PER DIVISION 5. PROVIDE AN ACCESS DOOR TO ATTIC AREAS NOT LESS THAN 22'X30' (30'X30' IF ATTIC CONTAINS A FURNACE), WITH A MINIMUM OF 30' OF HEADROOM AT THE DOOR. DIVISION 7 - THERMAL AND MOISTURE PROTECTION 1. PROVIDE 2' SAND LEVELING BED OVER MINIMUM 6 MIL. WATERPROOF MEMBRANE OVER 2' SAND BASE UNDER EACH INTERIOR CONCRETE SLAB. 2. ALL EXTERIOR DOORS & WINDOWS SHALL BE FULLY WEATHER-STRIPPED IN ACCOR- DANCE WITH CURRENT ANSI STANDARDS. EVERY OPENING IN ANY EXTERIOR WALL SHALL BE FLASHED WITH SHEET METAL OR WATERPROOF BUILDING PAPER. 3. PROVIDE A MINIMUM OF R-11 BATT INSULATION AT EXTERIOR WALLS AND R-19 BATT INSULATION AT CEILINGS, UNLESS OTHERWISE NOTED. 4. WATERPROOF DECK SURFACE: DECKING MATERIAL SHALL BE PROVIDED AND INSTALLED OVER 3/4' EXTERIOR GRADE PLYWOOD, PER MANUFACTURER'S RECOMMENDATIONS WITH NO SEAMS. MATERIAL SHALL BE'DEX-O-TEX' WEATHERWEAR ROOF DECKING, MANUFACTURED BY CROSSFIELD PRODUCTS, COMPTON, WASHINGTON. 5. COVER WOOD FRAMING WITH 15 LB. WATERPROOF BUILDING PAPER IN BATHTUB AND SHOWER ENCLOSURES. SHOWER WALLS MUST BE FINISHED TO A HEIGHT OF 70' ABOVE THE DRAIN INLET WITH A SMOOTH, HARD, NON-ABSORBANT SURFACE. ALL TILE IN WET AREAS SHALL BE INSTALLED IN A FULL MORTAR BED. 6. ALL EXTERIOR WALL FRAMING TO RECEIVE 15 LB. WATERPROOF BUILDING PAPER UNDER EXTERIOR WALL MATERIAL WITH APPLICABLE FLASHING PER SMACNA. 7. PROVIDE A CONTINUOUS BEAD OF CAULKING UNDER ALL EXTERIOR SILL PLATES. 8. PROVIDE A WEEP SCREED AT THE FOUNDATION PLATE LINE OF ALL EXTERIOR STUD WALLS FINISHED WITH STUCCO. 9. WOOD SHINGLE, SHAKE AND COMPOSITION SHINGLE ROOFS SHALL HAVE A MINIMUM PITCH OF 4:12. TILE ROOFS SHALL HAVE A MINIMUM PITCH OF 3:12. BUILT-UP ROOFS SHALL NOT BE INSTALLED ON A ROOF HAVING A PITCH GREATER THAN 3:12. WOOD SHINGLES MUST BE PRESSURE IMPREGNATED WITH FIRE -RETARDING CHEMICALS TO OBTAIN A CLASS C RATING. DIVISION 8 - DOORS AND WINDOWS 1. ALL TEMPERED GLASS SHALL BE A MINIMUM OF 3/16' THICK WITH"SAFETY* LABEL. ALL GLASS AND GLAZING SHALL COMPLY WITH THE C.B.C. 2. SHOWER AND TUB ENCLOSURES AND DOORS FOR SAME (LOCATIONS AS INDICATED ON FLOOR PLANS) SHALL BE OF FULLY TEMPERED, LAMINATED SAFETY GLASS. 3. ALL DOORS IN BEDROOMS OR BATHROOMS SHALL BE UNDERCUT 1/2' ABOVE FINISHED FLOOR MATERIAL FOR PROPER RETURN AIR FLOW. 4. ALL GLASS AND GLAZING SHALL COMPLY WITH TITLE 24 AND 25 OF THE WASHINGTON ADMINISTRATION CODE AND CPS SAFETY STANDARD FOR ARCHITECTURAL GLAZING MATERIALS. (16 CFR 1201). DIVISION 9 - FINISHES 1. ALL REGISTERS, GRILLES, VENTS, ETC., TO BE PAINTED TO MATCH ADJACENT SURFACES. 2. FLOOR COVERINGS OF CLOSETS, WARDROBES, ETC., SHALL MATCH COVERING OF ADJACENT ROOM UNLESS OTHERWISE NOTED. 3. GYPSUM BOARD AND STUCCO SHALL CONFORM TO C.B.C. 4. ALL INTERIOR FINISHES SHALL CONFORM TO THE C.B.C.- INTERIOR WALL AND CEILING FINISHES. 5. GYPSUM BOARD SHALL BE NEATLY CUT AROUND ALL PIPES, ELECTRICAL BOXES, ETC. TAPING COMPOUND SHALL BE APPLIED TO AT LEAST THE THICKNESS OF THE GYPSUM BOARD TO COMPLETELY SEAL ALL PENETRATIONS. 7. ONE -HOUR OCCUPANCY SEPARATION WALL BETWEEN GARAGE (OCCUPANCY GROUP M) AND DWELLING (OCCUPANCY GROUP R): 2X4 WOOD STUDS @ 16' OiC WITH 5/8' TYPE'X' GYPSUM WALLBOARD (ON GARAGE SIDE) NAILED WITH 6D COOLER NAILS @ 7' O/C (UNLESS NOTED OTHERWISE). ALL END JOINTS TO BE ON NAILING MEMBERS. 8. GYPSUM WALLBOARD SUB -CONTRACTOR TO INDICATE ON EXTERIOR SURFACE OF GYPSUM WALLBOARD THE LOCATION OF PLUMBING AND ELECTRICAL LINES AND AVOID ANY PENETRATION OF THESE LINES WITH NAILS, ETC. 9. PAINT ALL GUTTERS TO MATCH FASCIA AND PAINT ALL DOWNSPOUTS TO MATCH ADJACENT SURFACES. 10. PAINT ALL ROOF EDGE FLASHING TO MATCH FASCIA AND PAINT ALL DOWNSPOUTS TO MATCH ADJACENT SURFACES. DIVISION 10 - SPECIALTIES 1. ALL WARDROBES SHALL HAVE ONE V X 12' SHELF AT 6-0' ABOVE FINISHED FLOOR AND ONE 1 /2' WOOD CLOTHES POLE AT 5'4' ABOVE FINISHED FLOOR AND INSTALLED 10 1 /2' FROM FINISHED FACE OF REAR WALL UNLESS OTHERWISE NOTED AND SUPPORTED AT 6-0'. 2. PROVIDE METAL CARPET EDGE STRIP AT LINE OF MATERIAL CHANGE FROM CARPET TO OTHER FLOOR FINISHES. 3. PROVIDE METAL THRESHOLD AT ALL DOORS TO EXTERIOR AND AT DOOR PROVIDING EGRESS FROM HOUSE TO GARAGE. DIVISION 11 - EQUIPMENT 1. CABINET WORK MANUFACTURER/CONTRACTOR SHALL VERIFY ALL APPLIANCES WITH THE GENERAL CONTRACTOR WHICH ARE INTEGRAL WITH THE CABINET WORK OR THAT DEPEND UPON PROPER CABINET WORK DESIGN TO INSURE THEIR NORMAL OPERATION. CABINET WORK MANUFACTURER/CONTRACTOR SHALL VERIFY ALL DIMENSIONS OF APPLIANCE AND CABINETWORK WITH GENERAL CONTRACTOR PRIOR TO FABRICATION AND INSTALLATION TO INSURE THAT ALL ITEMS FIT PROPERLY AND THAT NORMAL OPERATION OF ALL DRAWERS, DOORS, ETC., IS MAINTAINED. CABINETWORK MANUFACTURER/CONTACTOR SHALL. NOTIFY THE DESIGNER OF ANY CHANGES REQUIRED IN THE CABINETWORK DESIGN PRIOR TO FABRICATION OR INSTALLATION OF CABINETS. DIVISION 12 - FURNISHINGS DIVISION 16- ELECTRICAL 1. ALL ELECTRICAL WORK SHALL CONFORM TO THE LATEST ADOPTED EDITION OF THE NATIONAL ELECTRICAL CODE AND ANY OTHER GOVERNING ELECTRICAL CODES. 2. THERMOSTATS AND WALL SWITCHES SHALL BE LOCATED AT 48' ABOVE FINISH FLOOR LEVEL (DIMENSION FROM BOTTOM OF FIXTURE). 3. TELEPHONE, T.V., AND ELECTRICAL CONVENIENCE OUTLETS SHALL BE SECURED TO A WALL STUD AND LOCATED 12' ABOVE FINISHED FLOOR LEVEL. 4. CONVENIENCE OUTLETS SHOWN ON DRAWINGS AS BEING ABOVE AN ADJACENT (DIMENSION FROM BOTTOM OF FIXTURE). DIVISION 17- PLUMBING 1. SHOWER VALVES SHALL BE THERMOSTATIC OR PRESSURE BALANCE. 2. NEW TOILET(S) SHALL BE ULTRA LOW FLUSH, 1.6 GAL PER FLUSH TYPE. MANDATORY ENERGY CONSERVATION REQUIREMENTS 1. ALL HEATING, VENTILATING, AIR CONDITIONING, AND WATER HEATING EQUIPMENT SHALL MEET ALL OF THE REQUIREMENTS OF THE APPLIANCE EFFICIENCY STANDARDS AND SHALL BE CERTIFIED TO THE WASHINGTON ENERGY COMMISSION. 2. A TWO STAGE THERMOSTAT, WHICH CONTROLS THE SUPPLEMENTARY HEAT ON ITS SECOND STAGE, SHALL BE REQUIRED FOR HEAT PUMPS. 3. THERMOSTATS, EXCEPT THOSE CONTROLLING HEAT PUMPS, SHALL BE EQUIPPED WITH AN AUTOMATIC SETBACK, WHICH THE BUILDING OCCUPANT CAN PROGRAM TO AUTOMATICALLY SET BACK THE THERMOSTAT. SET POINTS FOR AT LEAST 2 PERIODS WITHIN 24 HOURS. 4. EQUIPMENT WHICH REQUIRES PREVENTIVE MAINTENANCE TO MAINTAIN EFFICIENT OPERATION SHALL BE FURNISHED WITH COMPLETE NECESSARY MAINTENANCE INFORMATION. 5. ALL GAS -FIRED FAN TYPE CENTRAL FURNACES, GAS -FIRED FAN TYPE WALL FURNACES, AND COOKING APPLIANCES SHALL BE EQUIPPED WITH AN INTERMITTENT IGNITION DEVICE. 6. ALL FAN SYSTEMS EXHAUSTING AIR TO THE OUTSIDE SHALL BE PROVIDED WITH BACKDRAFT DAMPERS. PRESSURE 1. NOT USED. RECE i V E D 7 SENSITIVE TAPE OR MASTIC TO PREVENT AIR LOSS AND SHALL BE ISVERSE DUCT, PLENUM, AND FITTING INTS SHALL BE NSULA ELEDID TO CONFORM TO DIVISION 13 -SPECIAL CONSTRUCTION CITY OF TU K W I L A THE PROVISIONS OF SECTION 1002(C) OF THE CURRENT UMC. 8. A VAPOR BARRIER IS REQUIRED IN CLIMATE ZONE 1, 14 AND 16. 1. NOT USED. APR 0 2015 9 ALL MANUFACTURED INFILTRATION STANDARDSDOWS AND AND SHALL BEDING C CERTIFIED ANSS OORS SHALL D LABELED. MEET THE 1972 ANSI AIR DIVISION 14 -CONVEYING SYSTEMS 1. NOT USED. PERMIT CENTER DIVISION 15 - MECHANICAL 1. SHALL BE IN COMPLIANCE WITH THE LATEST ADOPTED EDITION OF THE 2013 UNIFORM MECHANICAL CODE AND ANY OTHER GOVERNING MECHANICAL CODES. 2. BATHROOM EXHAUST FANS SHALL PROVIDE A MINIMUM OF FIVE AIR CHANGES PER HOUR. 3. SUPPLY AND RETURN AIR DUCTS SHALL BE OF NON-COMBUSTIBLE MATERIALS. 4. WHERE A PARTITION CONTAINING PLUMBING, HEATING, ELECTRICAL, OR THE SYSTEMS RUNS PARALLEL TO THE FLOOR JOISTS, PROVIDE DOUBLE JOISTS SPACED AND BRIDGED TO PERMIT THE PASSAGE OF SUCH SYSTEMS. WHERE SYSTEMS ARE WHOLLY WITHIN THE PARTITION AND REQUIRE ANY CUTTING OF THE SOLE OR TOP PLATES, PROVIDE A METAL TIE, 1/8' THICK BY 1-1/2' WIDE, FASTENED TO THE PLATE ACROSS AND TO EACH SIDE OF THE OPENING, WITH NOT LESS THAN 4-16D NAILS. 5. ALL PLUMBING WORK SHALL CONFORM TO THE LATEST ADOPTED EDITION OF THE UNIFORM PLUMBING CODE AND ANY OTHER ADOPTED GOVERNING PLUMBING CODES. 6. PROVIDE MINIMUM CLEARANCE OF 24' IN FRONT OF AND 30' IN WIDTH FOR WATER CLOSET COMPARTMENT. 7. DUCTS FOR EXHAUST FANS, RANGE HEADS, HEAT OR AIR CONDITIONING SUPPLY, ETC., THAT PIERCE FLOOR CONSTRUCTION ABOVE SHALL BE OF MINIMUM 26 GAUGE GALVANIZED SHEET METAL. IN LIEU OF SHEET METAL DUCT, PROVIDE A ONE -HOUR FIRE RESISTIVE SHAFT. 10. ALL SWINGING DOORS AND WINDOWS LEADING TO UNCONDITIONED AREAS SHALL BE FULLY WEATHER-STRIPPED. 11. STORAGE TYPE WATER HEATERS AND STORAGE AND BACKUP TANKS FOR SOLAR SYSTEMS SHALL HAVE INSULATION BLANKET (R-12 OR GREATER). 12. THE FIVE FEET CLOSEST TO THE WATER HEATER, IF OUTSIDE CONDITIONED SPACE, SHALL BE INSULATED WITH A MINIMUM OF R-3. STEAM AND STEAM CONDENSATION RETURN PIPING AND RECIRCULATING HOT WATER PIPING OUTSIDE THE BUILDING ENVELOPE SHALL BE INSULATED IN ACCORDANCE WITH T20-1405(D). 13. LAMPS USED IN LUMINARIES FOR GENERAL LIGHTING IN KITCHENS AND BATHROOMS SHALL HAVE AN EFFICIENCY OF NOT LESS THAN 25 LUMENS PER WATT. 14. SHOWERHEADS AND FAUCETS SHALL BE EQUIPPED WITH FLOW RESTRICTORS AS OUTLINED IN THE APPLIANCE EFFICIENCY STANDARDS AND SHALL BE CERTIFIED TO THE ENERGY COMMISSION. 15. MASONRY AND FACTORY -BUILT FIREPLACES ON THE EXTERIOR WALLS, SHALL BE EQUIPPED WITH TIGHT FITTING CLOSEABLE METAL OR GLASS DOORS COVERING THE ENTIRE OPENING OF THE FIREBOX; A COMBUSTION AIR INTAKE EQUIPPED WITH A READILY ACCESSIBLE, OPERABLE, AND TIGHT FITTING DAMPER TO DRAW AIR FROM THE OUTSIDE OF THE BUILDING; AND A TIGHT FITTING FLUE DAMPER WITH A READILY ACCESSIBLE CONTROL. 16. INSULATION USED SHALL COMPLY WITH WASHINGTON QUALITY STANDARDS. THE INSULATION INSTALLER SHALL POST A SIGNED CERTIFICATE, PER SECTION 276. 17. FOR INFILTRATION CONTROL, ALL OPENINGS AND PENETRATIONS MUST BE CAULKED AND SEALED, SUCH AS AROUND WINDOWS, AT SOLE PLATES, AND OPENINGS FOR UTILITY PIPES AND WIRES. E 11 1 T-2.1 I* r n ■%ZW% 0 GENERAL NOTES 2 DEPARTMENT OF ENVIRONMENTAL HEALTH NOTES NUMBER OF EMPLOYEES: 3 TYPE OF FOOD FACILITY: 100% SINGLE SERVICE ALCOHOLIC BEVERAGES: NO 1. CONCRETE SLAB IS PROVIDED FOR TRASH, GARBAGE, AND GREASE CONTAINER 2. IF WALLS ENCLOSE AREA, THE INTERIOR WALL SURFACES WILL BE SMOOTH, SEALED AND WASHABLE 3. ALL FOOD -RELATED AND UTENSIL -RELATED EQUIPMENT SHALL MEET OR BE EQUIVALENT TO SANITATION STANDARDS ESTABLISHED BY AN AMERICAN NATIONAL STANDARDS INSTITUTE ACCREDITED PROGRAM 4. ALL FLOOR MOUNTED EQUIPMENT WILL BE INSTALLED ON MINIMUM 6" SANITARY LEGS, CASTORS, OR COMPLETELY SEALED IN POSITION ON A 4: HIGH CURB WITH CONTINUOUSLY COVED BASE. COUNTERTOP EQUIPMENT WILL BE ON 4" SANITARY LEGS OR SEALED TO THE COUNTER UNLESS READILY MOVABLE. 5. FOOD IS NOT PLACED WITHIN THE MOUTH ZONE OF THE CUSTOMER. 6. IF SOFT DRINK, ICE OR OTHER DISPENSERS ARE SELF-SERVICE, OR IF REFILLS ARE PROVIDED THEY MUST BE PUSH BUTTON TYPES, OR LEVER TYPES WHERE THE LEVER CONTACTS THE CONTAINER AT LEAST ONE INCH BELOW RIM. 7. ANY OPENABLE WINDOWS VENT OPENINGS OR OTHER SIMILAR OPENINGS MUST BE PROVIDED WITH TIGHT FITTING SCREEN OF MINIMUM 16 MESH TO THE INCH. WINDOWS TO BE FIXED AT FOOD PREP, UTENSIL WASHING, OPEN FOOD AND UTENSIL STORAGE AREAS. 8. ALL EXTERIOR DOORS OPEN OUTWARD AND ARE SELF -CLOSING AND TIGHT FITTING. 9. BI-FOLD, FRENCH, ACCORDION STYLE AND ROLL -UP DOORS CANNOT OPEN INTO THE FOOD PREP, UTENSIL WASHING OR UNPACKAGED FOOD SERVICE AREAS. 10. TOILET ROOM AND DRESSING ROOM DOORS MUST BE SELF -CLOSING, TIGHT FITTING. 11. A MINIMUM OF 10 FOOT-CANDLES (108 LUX) OF LIGHT MEASURED 30" OFF FLOOR IS PROVIDED IN ALL FOOD AND UTENSIL STORAGE ROOMS, REFRIGERATED STORAGE, TOILET AND DRESSING ROOMS ALSO ALCOHOLIC BEVERAGE PREPARATION AND UTENSIL CLEANING AREAS (BACK BAR AREA). 12. A MINIMUM OF 50-FOOT CANDLES (215 LUX) OF LIGHT MEASURED 30" OFF FLOOR IS PROVIDED IN ALL FOOD PREPARATION, MANUFACTURING, PACKAGING, AND PROCESSING AREAS AND ALL AREAS OF FOOD FACILITY DURING GENERAL CLEANUP ACTIVITIES. 13. SHATTERSHIELDS FOR ALL LIGHTS ABOVE FOOD PREPARATION, WORK, AND STORAGE AREAS WILL BE PROVIDED. 14. THE DIMENSIONS OF ALL UTENSIL -SINKS (SIZE OF COMPARTMENTS, DRAINBOARD LENGTH, AND SIZE OF BACKSPLASH). THE MINIMUM SIZE SINK COMPARTMENT SHALL BE 18"X18"X12" DEEP (OR 16"X20"X12" DEEP) WITH A MINIMUM 18" DRAINBOARD AT EACH END. IF AGAINST A WALL, IT MUST HAVE AN 8" INTEGRAL BACKSPLASH. HOWEVER, IT MUST BE CAPABLE OF ACCOMMODATING THE LARGEST UTENSIL TO BE WASHED. 15. SINK TO HAVE SPOUT(S) CAPABLE OF REACHING EACH COMPARTMENT. 16. EACH HANDWASHING SINK MUST HAVE A WALL MOUNTED SINGLE SERVICE TOWEL AND SOAP DISPENSER. 17. ALL LAVATORIES OR HAND SINKS WILL HAVE A COMBINATION FAUCET OR PREMIXING FAUCET CAPABLE OF SUPPLYING WARM WATER FOR A MINIMUM OF 10 SECONDS. 18. ALL PLUMING, ELECTRICAL AND GAS LINES SHALL BE CONCEALED WITHIN THE BUILDING STRUCTURE TO AS GREAT AN EXTENT AS POSSIBLE. ALL LINES THAT ARE NOT CONCEALED TO BE SECURED 6" OFF FLOOR AND Y4" FROM WALL USING STANDOFF BRACKETS. 19. CONDUITS, PLUMBING OR PIPING CANNOT BE INSTALLED ACROSS ANY AISLE WAY, TRAFFIC AREA OR DOOR OPENING. 20. MULTIPLE RUNS OR CLUSTERS OF CONDUIT OR PIPELINES SHALL BE FURRED IN OR ENCASED IN AN APPROVED SEALED ENCLOSURE. 21. FLOOR SINKS ARE TO BE INSTALLED FLUSH WITH THE FINISHED FLOOR SURFACE AND HAVE APPROPRIATE COVER GATES. 22. FLOOR SINKS TO BE 50% EXPOSED WHEN NO ACCESS IS PROVIDED FOR CLEANING. 23. AN APPROVED BACKFLOW PREVENTER SHALL BE PROPERLY INSTALLED UPSTREAM OF ANY POTENTIAL HAZARD BETWEEN THE POTABLE WATER SUPPLY AND A SOURCE OF CONTAMINATION. HOSE SHALL NOT BE ATTACHED TO A FAUCET OR HOSE BIBB UNLESS AN APPROVED BACKFLOW PREVENTER IS PROVIDED. 24. MOP SINK TO BE MINIMUM 24"X24" FLOOR MOUNTED TYPE. NO FLOOR MATS 25. THE MOP SINK FAUCET WILL HAVE A THREADED OUTER LIP FOR HOSE ATTACHMENT AND AN APPROVED BACKFLOW PREVENTION DEVICE. NO CHEMICAL DISPENSING SYSTEMS OR SHUTOFF VALVES TO BE ATTACHED TO MOP SINK FAUCET OUTLET (UNLESS A "SIDEKICK" PLUMBING DEVICE IS INSTALLED). 26. GREASE TRAP WILL BE INSTALLED 27. GREASE TRAP TO BE LOCATED OUTSIDE THE FOOD SERVICE ACTIVITY AREA, FLUSH WITH THE FINISHED FLOOR WHEN INDOORS. 28. THE FLOOR SURFACE MUST BE SLOPED 1:50 (APPROXIMATELY Y4" PER FOOT) TO THE FLOOR DRAINS OR A FOUR FEET DIAMETER DEPRESSION THAT SLOPES APPROXIMATELY Ya " PER FOOT MUST BE PROVIDED AROUND EACH FLOOR DRAIN. 29. EXHAUST A MINIMUM OF 12 AIR CHANGES PER HOUR VENTILATION TO ALL TOILET ROOMS; JANITOR CLOSETS WITH MOP SINKS, AND INDOOR TRASH ROOMS. 30. ADEQUATE VENTILATION TO BE PROVIDED IN DRESSING/CHANGE ROOM(S). 31. THE FLOOR FINISH WILL HAVE A SMOOTH SURFACE UNDER ALL EQUIPMENT AND WALKWAYS WILL HAVE A LIGHT TEXTURE ONLY. 32. THE PAINT USED ON WALLS AND CEILINGS OF ALL KITCHEN, FOOD PREPARATION, WORK, AND STORAGE AREAS WILL BE A GLOSS OR SEMI -GLOSS ENAMEL. FINISH MATERIAL SHALL BE A LIGHT COLOR WITH A REFLECTANCE VALUE OF 70% OR GREATER. 33. DRYWALL - NO CEILING TILES @ CEILING 34. BACKUP DRY STORAGE SHELVING SHALL BE A MINIMUM OF 96 LINEAR FEET (MEASURED WITH TIERS) OR 25% OF KITCHEN, FOOD PREP, WORK AREAS, WHICHEVER IS GREATER. SHELVING SHALL BE AT LEAST 18 INCHES DEEP AND START A MINIMUM SIX INCHES OFF THE FLOOR SURFACE. 35. SHELVING OVER WET AREAS (SINK, MOP SINKS ETC.) AND FOOD PREP SURFACES WILL BE METAL. 36. ALL SEAMS, GAPS, OPENINGS TO BE PROPERLY SEALED. 37. NO ICE CREAM DIPPING FREEZERS REVIEWED FOR CODE COMPLIANC APPROVED APR 0 3 2015 City of Tukwila BUILDING DIVISION Z W �C U_ U U3 Z e 0 C Q o z a o - C.1 N p m E o�� �oLj w M L d d ,=oil RECEIVED CITY OF TUKWILA 0 APR 01 2015 URAWN BY MI PERMIT CENTER I -3 _ �� GENERAL NOTES 1 t-"' velee-- 1,ko�YZ� ` '%A-4 Wit-qtt .,niE 49,E K " u - ' a t-A If t' 2--f b WPM wiu-- RECEIVED CITY OF TUKWILA APR 01 2015 PERMIT CENTER oo��