Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit D14-0088 - FIVE GUYS BURGERS AND FRIES - TENANT IMPROVEMENT
FIVE GUYS BURGERS & FRIES 17100 SOUTHCENTER PKWY SUITE 112 D14-0088 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Section 110.2 of the 2012 edition of the International Building Code. At the time of issuance, this structure or portion thereof has been inspected for compliance with the requirements of this code for the occupancy and division of occupancy and the use for which the proposed occupancy is classified. Building Permit No.: D14-0088 Occupant/Tenant: FIVE GUYS BURGERS AND FRIES Building Address: 17100 SOUTHCENTER PY STE 112 Parcel No.: 7888920020 Property Owner: WIG PROPERTIES LLC-SS 4811 134TH PL SE, BELLEVUE, WA 98006 Use: COMM/WHSE Occupancy Group/Division: A-2 Type of Construction: VB Automatic Sprinkler System: Provided: YES Design Occupant Load: 108 91—'26-17 BUILDING 0 y' CIAL DATE THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax: 206-431-3665 Parcel No: Address: 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: httD://www.TukwilaWA.Rov DEVELOPMENT PERMIT 7888920020 Permit Number: D14-0088 17100 SOUTHCENTER PKWY Unit112 Issue Date: 7/18/2014 Permit Expires On: 1/14/2015 Project Name: FIVE GUYS BURGERS AND FRIES Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: WIG PROPERTIES LLC-SS 4811 134TH PL SE , BELLEVUE, OR, 98006 PAUL REED Phone: (503) 546-1600 1006 SE GRAND AVE, SUITE 300 , PORTLAND, OR, 97214 RLS CONSTRUCTION INC Phone: (801) 299-0121 Address: 668 NORTH 1250 WEST, CENTERVILLE, UT, 84014 License No: RLSCOCI904CR Expiration Date: 2/25/2016 Lender: Name: BANK OF AMERICA Address: PO BOX 7357 , WOODBRIDGE, VA, 22195 DESCRIPTION OF WORK: NEW TENANT: INTERIOR TENANT IMPROVEMENT BUILD -OUT TO INCLUDE ADA WASHROOMS, INTERIOR PARTITIONS, CEILINGS, FINISHES AND EQUIPMENT. VALUATION OF PROJECT IS BASED ON PREVIOUS TENANT IMPROVEMENTS IN WA. Project Valuation: $210,000.00 Type of Fire Protection: Type of Construction: VB Sprinklers: YES Fire Alarm: YES Fees Collected: $4,163.72 Occupancy per IBC: A-2 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: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: 2012 2012 2012 2012 International Fuel Gas Code: WA Cities Electrical Code: WA State Energy Code: 2012 2012 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 No Permit Center Authorized Signature: Date: Olt 1111 I hearby certify that I have read and : . -d this permit and know the same to be true and correct. All provisions of law and ordinances gov• a 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 permi and agree to the conditions attached to this permit. Signature` Print Name: 94/C/ Date: 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: ***BUILDING PERMIT CONDITIONS*** 2: 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. 3: 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. 4: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 5: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterially braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 6: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 7: 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. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 10: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles shall be ventilated in accordance with the applicable provisions of the International Mechanical Code. 11: 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). 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 13: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 14: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 38: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 18: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3-2.1) 19: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3-2.1) 15: 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) 16: 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) 17: 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) 20: 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) 21: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 22: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 23: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 24: 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) 25: 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) 26: 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) 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: 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) 29: 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) 33: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 31: 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) 30: 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). 35: An approved manual fire alarm system including audible/visual devices and manual pull stations is required for this project. The fire alarm system shall meet the requirements of Americans With Disabilities' Act (I.B.C.), N.F.P.A. 72 and the City of Tukwila Ordinance #2328. 36: 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) 34: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2328) (IFC 104.2) 37: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 39: 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. 40: 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) 41: In occupancies of Groups A, E, I and R-1 and dormitories in Group R-2, curtains, draperies, hangings and other decorative materials suspended from walls or ceilings shall be flame resistant in accordance with NFPA 701 or be noncombustible. Where required to be flame resistant, decorative materials shall be tested by an approved agency and pass Test 1, as described in NFPA 701, or such materials shall be noncombustible. Reports of test results shall be prepared in accordance with NFPA 701 and furnished to the fire code official upon request. (IFC 805.1, 805.2) 32: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 42: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 43: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 44: Connect to existing grease interceptor located within the floor. Provide plan for connection as part of a Plumbing Permit. See attached plan sheet showing approximate location of existing grease interceptor line. 45: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0406 SUSPENDED CEILING CITY OF TUKW'4 Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htt ,%www.hukwilaWA-gov Building Per Project No. Date Application Accepted: L14-ons$ 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 King Co Assessor's Tax No.: 7888920020 Site Address: 17250 Southcenter Parkway Tenant Name: Five Guys Burgers and Fries Suite Number: 112 PROPERTY OWNER Name: Westfield Group Address: 11601 Wilshire Blvd # 11 City: Los Angeles State: CA Zip: 90025 CONTACT PERSON — person receiving at project communication Name: Paul Reed Address: 1006 SE Grand Ave, Suite 300 City: Portland State: OR Zip: 97214 Phone: (503) 546-1600 Fax: (503) 546-1601 Email: paulr@baysingerpartners.com GENERAL CONTRACTOR INFORMATION Company Name: TBD Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: New Tenant: Floor: r Yes ..No ARCHITECT OF RECORD Company Name: Baysinger Partners Architecture Architect Name: Jerry Baysinger Address: 1006 SE Grand Ave, Suite 300 City: Portland State: OR Zip: 97214 Phone: (503) 546-1600 Fax: (503) 546-1601 Email: jerryb@baysingerpartners.com ENGINEER OF RECORD Company Name: MFIA Inc. Engineer Name: James Tormey Address: 2007 SE Ash St City: Portland State: OR Zip: 97214 Phone: (503) 234-0548 Fax: (503) 234-0677 Email: jim.tormey@mfia-eng.com LENDER/BOND ISSUED (required for projects $5,000 or greater per l2.CW 19.27.095) Name: Bari I` 60. r A i Q r l C. %, Addresss:P , ®. Bo x 7 -3 G -- / / l Zip:ZZ196 City: 'V Joedbr/ del tr State: BOA H, Applications Forms -Applications On Line 201 I Applications Permit Application Revised - 0-0- I I .docx Revised: August 201 I bh Page 1 of 4 BUILDING PERMIT INFORMATIO106-431-3670 Valuation of Project (contractor's bid price): $ 210,000 Existing Building Valuation: $ 0 Describe the scope of work (please provide detailed information): Interior tenant improvement build -out to include ADA washrooms, interior partitions, ceilings, finishes and equipment. Valuation of project is based on previous tenant improvements in WA.z Will there be new rack storage? ❑ Yes ❑✓ .. No if yes, a separate permit and plan submittal will be required. Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC l' Floor 2,787 2,787 0 0 VB A-2 2"d Floor 3Floor 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: 141 Compact: 0 Handicap: 4 Will there be a change in use? ❑✓ Yes ❑ No If "yes", explain: From M to A-2 FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers ❑✓ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ✓❑ No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H: Applications Forms -Applications On Line 201 I Applications Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2of4 Scope of Work (please provide detailed information): Ca11 before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑✓ ...Tukwila ❑ ...Water District #125 ❑ ...Water Availability Provided Sewer District ❑✓ ...Tukwila 0 ...Sewer Use Certificate ❑...Valley View ❑...Sewer Availability Provided ❑ .. Highline ❑ .. Renton ❑ .. Renton ❑ .. Seattle Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) 0 ...Bond 0 .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way ❑ 0 ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities 0 ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ ...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) 0 ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO # 0 ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # 0 ...Deduct Water Meter Size ❑ ...Sewer Main Extension Public 0 Private 0 ❑ ...Water Main Extension Public ❑ Private 0 If FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) []...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip H:`Applicat ions ,Forms-Applicat ions On Line,201 I Applications,Permit Application Revised- 8-9-I I.docx Revised: August 2011 bh Page 3 of 4 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: p Signature: r-QQ__c() Date: 03/12/2014 Print Name: Paul Reed Day Telephone: (503) 546-1600 Mailing Address: 1006 SE Grand Ave, Suite 300 Portland OR 97214 City State Zip H: Applications Forms -Applications On Line,201 1 ApplicationsPermit Application Revised - 8-9-1 I .docx Revised: August 2011 bh Page 4 of 4 DESCRIPTIONS PerrnitTRAK Cash Register Receipt City of Tukwila ACCOUNT QUANTITY PAID $2,573.43 D14-0088 Address:1.7100 SOUTHCENTER PKWY Uni 12 pn: 7888920020 $2,573.43 DEVELOPMENT $2,451.10 PERMIT FEE R000.322.100.00.00 0.00 $2,446.60 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $122.33 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R2627 R000.322.900.04.00 0.00 $122.33 $2,573.43 Date Paid: Friday, July 18, 2014 Paid By: SQUIRES CONSTRUCTION Pay Method: CREDIT CARD 018824 Printed: Friday, July 18, 2014 1:07 PM 1 of 1 RWSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID Permit ,5 �.29> D14-0088 Address: 17250 SOUTHCENTER PKWY 112 Apn: 7888920020 $1,590.29 DEVELOPMENT $1,590.29 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R1533 R000.345.830.00.00 $1,590.29 $1,590.29 Date Paid: Wednesday, March 19, 2014 Paid By: TUKWILA BURGERS INC Pay Method: CHECK 1002 Printed: Wednesday, March 19, 2014 4:20 PM 1 of 1 SYSTEMS INSPECTION RECORD IL`"H�`iTJ Retain a copy with permit PERMIT N0. CITY OF. TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Request Line (206) 431-2451 Dry —8 Projecton: s ' Type J kJ A L Address: ‘1(OO S L P,i...H Date Called: Special Instructions: Date ttnte d:g t �� �.rr� `p-� Requester: CALUINA e I _ -72S - 8 4o % 'Approved per applicable codes. E Corrections required prior to approval. COMMENTS: i^(W4 00(44 1a.--I v—(L/ NSPECTION FEE RE. UIRED. Prior t next inspection. fee must be iI at 6300 Southcenter Blvd.. Suite 10 . Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit -060 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: �, -t 6,75�ii �/� Type of Inspection: ,� /- ACC' re.":... ! A-7.--' Address. iInstry? Date Called: Sdecia tructions: Date Wanted: 1 a.m. ri Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Ins Dater REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit tizcea PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Projec —(tl ` L S Type ofInspection: uC� 1 I V��© Address: 11100 S Q. Pw t Date Called: Special Instructions: Date Wanted: Ca.m._ Requester: Phone No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: Dn _ 2 (c./ PECTION FEE REG !RED. Prior to xt inspection. fee must be d at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. { INSPECTION RECORD Retain a copy with permit AI`A- 009$ PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit inspection Request Line (206) 431-2451 Project: ((' Type of Inspecti7r OS Address: y Date Called. ' f V Special Instructions: 1 Date Wanted: et..{C)� \ 1 t .m. RequesterA \a to Phone No: 01- s ik)_-L` 1 Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: DPW,— 10—y ECTION FEE REQU RED. Prior next inspection. fee must be 6300 Southcenter Blvd.. Suite 10 . Catt to schedule reinspection. INSPECTION RECORD Retain a copy with permit D1` '`'S& 1 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project:..- t"E� �� Ty !' 1 s %1� tn:� c Address; � r� �� T ^�� Date Caked: Special Instructions: bat nted-' (') 1Lj (SI Requester: Phone No: Approved per applicable codes. tJ Corrections required prior to approval. 'Elqm CO MENTS: F h16 1 „mac, Dat3 `7 PECTION FEE RE IRED. Prior to ext inspection, fee must be at 6300 Southcenter Blvd.. Suite 100. U to schedule reinspection. Or) INSPECTION RECORD Retain a copy with permit/ PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: fr../ c Type of Inspection: G / /M'7///l/ Address: /WWOO s-C 7-1 y Date Called: Special Instructions: Date Wanted: /7 a.m. (p.m: Requester: Phone No: pproved per applicable codes. Corrections required prior to approval. COMMENTS: , GcJg//s S7//7- ,c.7-balmie,_ 717JAVa -- r--1,-- _Sel 0-7c . , ,,,c- 7, . kk7,7 - Q,,, _ , ,,, _ , ,/, , / ...._ Zt2z PECTION FEE RUIRED. Prrior to next inspection, fee must be d at 6300 Southcenter Blvd, Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 . r� � (q Type -, Inspection: Address: iflc.X)5C. ��t Date Called: pedal Instructions: i t - Date Wanted: — L 1 I—( a.ma • p-• Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 3 Pli, w7 6.» i-pvey ?„2&-i:e.c) r dr-3C 1,4.w, -/1. $ c4-1 Date: inspection. REIN CTION FEE RE�iJIRED. Prior to next fee mus be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. `.t.i INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILL ING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 00 IijL1, PERMIT N0`•'' Project— r t vf' Luc( Type of nspection: - rat 1i T-3Tho Spec.al instructions: . �'� Date Wanted: m: e Reque3te r: Phone No: 1214,pproved per applicable codes. a Corrections required prior to approval. COMMENTS: INSPECTION FEE RE IRED. Prior to next inspection. fee rust be id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER PERMITNUMBERS 1-119 ()OLIO CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: S T of s �i t�- ;rJ/s r • j Address: 17 NO / Suite #: 00, S . (. Pell Conta Person: Special Instructions: Phone No.: nApproved per Tplicable codes. Corrections required prior to approval. COMMENTS: P s ei„e k ILL/3vP/)'41 1I0-5-44 a,.w{ meet, — Wet afc Needs Shift Inspection: ) -43 Sprinklers: Y.� Fire Alarm: `ems _- - _ `' Hood & Duct: rfg Monitor: 4- - ' 4 Pre -Fire: Permits: Occupancy Type: Inspector:A ' ` �--_ Date: 7f/2 fjr Hrs.: n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection.' Billing Address Attn: Address: City: Company Name: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION RECORD Retain a copy with permit 0080 rq-s-17 INSPECYION NUMBER CITY OF TUKWILA FIRE DEPARTMENT - 444 Andover Park East, Tukwila, Wa. 98188 208-575-4407 PERMIT NUMBERS Project: Type Inspection: S Address: 17i oD Suite #: h s opt y Contact Person: ...: 1 Special Instructions: 1 Phone No.: Approved per applicable. codes. nCorrections required prior to approval. COMMENTS:IQ, /300 - ate' 15"0o-5 -- off d k - --1-0 0.0v-e.r- s f - 74.,L- - o K____- Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Perpnits: Occupancy Type: Inspector: 71 S 2--- —Date: V f jt/ 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 INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER oog� PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575- Project: Te of Insion: S- (/-E' . s-% ry Address: / ?NOV Suite #: S .C. Contact Person: Special Instructions: Phone No.: r 0-Approved per appliCaable codes. Corrections required prior to approval. .COMMENTS: a&A, trea.74 ‘00,) AJe..kt e42... LA.J1 L k'C.-e-tr} A - Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ( r-a--- Date:9//,1/1/ Hrs.: 1 $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: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 UND SAHL July 15, 2014 Mr. Calvin Squires Squires Construction 1125 W 725 N, Suite B Centerville, Utah 84014 Project: Five Guys Restaurant Tenant Improvement Tukwila, WA Re: Structural review of hanging gypboard soffit ON August 19, 2014 I visited the site to review the hanging soffit, referred to as Reception Bulkhead on detail 4/A501. The soffit, shown on the first photo of the next page, is framed with cold -formed metal studs and tracks. In some places the tracks are screwed to the roof deck and in other places they are attached to the open -web roof joists. The gypboard on the soffit extends no more than 2-6" up the sides. I requested three changes to the framing that was installed: 1. On the north section of the soffit, where the top track spans between the bottoms of joists, add a track on the roof deck and studs attached between this track and the existing track. 2. Where a similar condition occurs just south of the curve, add a section of stud alongside the joist. 3. Where the diagonal brace stops at the bottom of the deep steel girder, add another section of diagonal to extend to the roof deck. Summary: Later this morning your foreman, Ted, sent the attached photographs to me showing that the repairs have been made. The framing as shown, with the repairs, is acceptable. Sincerely, Marjorie Lund, PE, SE Principal Lund Opsahl LLC Attachment 1201 First Avenue South, Suite 310 I Seattle, Washington 98134 1 206-402-5156 1 www.lundopsahl.com Lund Opsahl, LLC August 19, 2014 Page 2 July 15, 2014 Mr. Calvin Squires Squires Construction 1125 W 725 N, Suite B Centerville, Utah 84014 Project: Five Guys Restaurant Tenant Improvement Tukwila, WA Re: Structural review of hanging gypboard soffit AUG 2 0 2014 r°EgMu,CENTEA ON August 19, 2014 I visited the site to review the hanging soffit, referred to as Reception Bulkhead on detail 4/A501. The soffit, shown on the first photo of the next page, is framed with cold -formed metal studs and tracks. In some places the tracks are screwed to the roof deck and in other places they are attached to the open -web roof joists. The gypboard on the soffit extends no more than 2-6" up the sides. I requested three changes to the framing that was installed: 1. On the north section of the soffit, where the top track spans between the bottoms of joists, add a track on the roof deck and studs attached between this track and the existing track. 2. Where a similar condition occurs just south of the curve, add a section of stud alongside the joist. 3. Where the diagonal brace stops at the bottom of the deep steel girder, add another section of diagonal to extend to the roof deck. Summary: Later this morning your foreman, Ted, sent the attached photographs to me showing that the repairs have been made. The framing as shown, with the repairs, is acceptable. Sincerely, Marjorie Lund, PE, SE Principal Lund Opsahl LLC Attachment 1201 First Avenue South, Suite 310 I Seattle, Washington 98134 I 206-402-5156 I www.iundopsahl.com 0 Lund Opsahl, LLC August 19, 2014 Page 2 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3 Interior Lighting Summary LGT-SUM 2012 Washington State energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3 Revised June 2013 Project I,j ractAddress Five Guys $urgers & Fried Date 5/21/2013 ��r, South center For Building Department Use Tukwila, WA Applicant Name: Bayainger Partners Architects Applicant Address: 1006 SE Grand Ave., ste 300, Portland, OR 97214 Applicant Phone: 503-546-1600 Project Description ❑ New Building ❑ Addition ❑ Alteration ❑ Plans Induded Lighting Compliance Path 0 Lighting Power Density Calculations 0 Total Building Perform ce REV ...,. (If Total Building Performance then only LGT-CHK is required.) CODE IED FOR Interior Lighting Compliance Option �• 0 Building Area Method 0 Space -by -space Meth d APPROVED Interior Lighting System Description Briefly describe lighting system type and features. Family restaurant utilizing a combination of recessed tr ers and,: corative pendant lights - all fluorescent tamping. Space is tenan impr v�ent - the radio button on this form for "Alteration" is write pro 'nTildl ila checked. uG p�V�SION Additions and Change of Space Use (C101.4.3 & C101.4.4) ' Addition area or Change of Space Use area complies with all applicable provisions as stand alone project area or Change of Space Use area is combined with existing building lighting systems to demonstrate with all applicable provisions Building Area Method (LTG-INT-BLD) or Space -By -Space Method (LTG-INT-SPACE) Compliance Form. Document maximum and proposed (including existing if applicable) lighting wattage of Addition or Change of Use scope. Provide applicable controls per C405.2 and commissioning of lighting controls per C405.13. ❑ Addition compliance Provide allowed lighting Alterations, Renovations and Repairs (C101.4.3.1) 60% or more of luminaires in space replaced Building Area Method (LTG-INT-BLD) or Space -By -Space Method (LTG-INT-SPACE) Compliance Form. Document maximum and proposed (Including existing) lighting wattage of project scope Provide allowed ❑ Less than 60% of luminaires in space replaced Provide Space -by -space Method (LTG-iNT-SPACE) Compliance Form. Document existing total wattage In space and proposed (including existing) lighting wattage of project scope ❑ Lamp and/or ballast replacement within existing luminaires only — existing total interior building wattage not increased J New wiring installed to serve added fixtures and/or fixtures relocated to new circuit applicable manual lighting controls (C405.2.1), occupancy sensors (C405.2.2.2), daylight zone controls (C405.2.2.3), specific controls (C405.2.3), and commissioning of lighting controls per C405.13 Provide application J New or moved lighting panel all applicable lighting controls as noted for New Wiring, automatic time switch controls (C405.2.2.1), and commissioning of controls per C405.13. Provide lighting ❑ Space is reconfigured - luminaires unchanged or moved only Provide all applicable lighting controls as noted for New Wiring and commissioning of lighting controls per C405.13. ❑ No changes are being made to the interior lighting and space use not changed. =t'IfOP3UK1KA HAY 05.2014 MEOW CENTER 2012 Washington State Energy Code Compliance Forms for Commercial, Group RI, and > 3 story R2 and R3 Interior Lighting Summary - Space -by -Space LTG-INT-SPACE 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3 Project Info Project Address Five Guys Burgers & Fries Date *41,sl, Revised June 2013 5/21/2013 South Center Tukwila, VA Applicant Name: Baysinger Partners Architects No Lighting Calculation Required Location (plan #, room #, or ALL) Space Type" Sheet E4 Dining area: Bar/lounge/leisure dining Allowed Watts per ft2 For Building Dep t e �s 4, gross lntenor Area in f12 1.31 1703 Watts Allowed (wattslft2 x area) 2231 Food preparation 0.99 881 872 Reetroom 0.98 185 181 1►trim�•• sitar Eights 8etsil Displ&y Allowance fro. Lair -I T-Di8PLi1i v :. ' Select Table C405.5.2(2) category from drop down menu. For atriums, indicate height.AUowed wattage for first 40 feet is 0.03 W/ft. ht., above 40 feet is 0.02 W/ft. ht. No Lighting Calculation Required Total Area Allowed Watts 2769 3284 Location (plan #, room #, or ALL) Fixture Description (include exempt equipment per Note 3) Number of Fixtures Watts/ Fixture Watts Proposed E4 A-2X2 RECESSED W/ (2) F32T8-116 32 48 1536 B-DECORATIVE PENDANT W/ 13W CFL 38 13 494 C-2X4 TROFFER W/ (2)F28T8 17 44 748 D-TRACK LIGHT W/ (5) 20W LED HEADS 5 22 110 rcei ii4 1!t DI -- Ret --, , ,, p1Ry Ligh,..4 ! ' , = = _ _.. _, . Total Proposed Watts may not exceed Total Allowed Watts for interior lighting Total Proposed Watts 2888 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 C405.5.1. For line voltage track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. For low voltage track lighting list the transformer rated wattage. 3. List all fixtures. For lighting equipment eligible for exemption per C405.5.1, note exception number and leave Watts/Fixture blank. 2012 Washington State Energy Code Comolia Lighting, Motor, and Transformer Permit Plans Checklist LTG-CHK 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3 Revised June 2013 Project Address Five Guys Burgers & Fries Date 5/21/2013 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the 2012 Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes LIGHTING CONTROLS (Section C405.2) Yes F C405.2.1 Manual lighting controls Lighting control schedule with type, locations served, 50% lighting reduction method E4 " N.A. C405.2.2.1 Automatic time switch controls Lighting systems automatic shut-off capability - indicate method and location served on plans. Note locations where automatic shutoff is provided by other method (occupancy sensor, daylight controls, etc) N.A. Override switching Schedule with locations served - no single override switch exceeds an area of 5,000 SF Yes C405.2.2.2 Occupancy sensors Schedule of locations served Ea N.A. C405.2.2.3 Daylight zones N.A. Vertical fenestration Primary and secondary daylight zone areas indicated on plans N.A. Skylights Skylight daylight zone areas indicated on plans N.A. ,405.2.2.3.; Daylight zone controls Lighting control schedule with dimming method and locations served - no single daylight control zone exceeds 2,500 SF N.A. C405.2.3 Specific application controls Specific application lighting controls are Independent of general area lighting and controls for other lighting applications Yee Means of egress lighting Lighting control schedule with method and locations served. Note luminaires that function as both normal and egress. Ea N.A. Display lighting Lighting control schedule with type and locations served N.A. Accent lighting Lighting control schedule with type and locations served N.A. Hotel/motel guest rooms Lighting control schedule with type and locations served N.A. Supplemental task lighting Lighting control schedule with type and locations served N.A. Non-exempt lighting equipment Lighting control schedule with type, applications served and locations N.A. Non-exempt lighting equipment Lighting control schedule with type, applications served and locations C405.2.4 Exterior lighting controls Ughting control schedule with type, features and location served INTERIOR LIGHTING POWER (Section C405.5) N.A. C405.5.1 Total connected lighting power Schedule with fixture types, lamps, ballasts, watts per fixture N.A. Space exceptions Space exceptions taken noted on plans or compliance form N.A. Lighting equipment exceptions Equipment exceptions taken noted on plans or compliance form N.A. C405.5.2 Lighting power calculations N.A. Building Area Method Compliance form completed — proposed wattage per building area does not exceed maximum allowed wattage Yee Space -By -Space Method Compliance form completed — total proposed wattage does not exceed maximum allowed wattage Yee C405.4 Exit signs All internally illuminated exits sign are < 5 watts per side E4 EXTERIOR LIGHTING POWER (Section C405.6) N.A. C405 6 2 Total connected lighting power Schedule with fixture types, lamps, ballasts, watts per fixture N.A. Exterior application exceptions Exterior application exceptions taken noted on plans or compliance form N.A. Lighting power calculations Compliance form completed — proposed wattage for exterior lightingplus base site allowed does not exceed max. allowed N.A. C405.6.1 Exterior building grounds lighting _ Schedule with fixture types, lamps, ballasts, watts per fixture; lumens per watt for fixtures > 100 watts 2012 Washington State Enerav Code Compliance F �••••...... .+v.nn.,v.a1, vIUU I%I, QIIU - 0 SIUI RC dIIU no Lighting, and Transformer Permit Plans Checklist LTG-CHK 2012WashingtonState c Energy Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3 Revised June 2013 Project Address Five Guys Burgers ai Fries Date 5/21/2013 The following information in the 2012 Washington is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements State Nonresidential Ene gy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes ELECTRICAL POWER SYSTEMS (Sections C405.7 ,C405.9, C405.12, C409.2.1) . Yee C409.2.1 Electrical energy consumption — whole building Meters provided for whole building electric energy usage E2 N.A. C405.7 Electrical energy consumption — dwelling units Individual dwelling unit electricity meters provided N.A. C405.9 Transformers Indicate transformer size and efficiency on plans N.A. C405.12.1 Variable speed escalators and moving walks Variable speed controls provided N.A. C405.12.2 Regenerative drives Variable frequency regenerative drives provided for escalators COMMISSIONING (Sections C405.13, C408.3, C409.4.4) N.A. C405.13 Commissioning Commissioning procedure developed for all applicable systems N.A. C408.3 Lighting controls Commissioning plan and functional test procedure developed N.A. C409.4.4 Electrical energy consumption meters Commissioning plan and functional test procedure developed N.A. Escalators & moving walks Commissioning plan and functional test procedure developed no is circled for any question, provide explanation: City of Tukwila Department of Community Development March 28, 2014 PAUL REED 1006 SE GRAND AVE, SUITE 300 PORTLAND, OR 97214 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D14-0088 FIVE GUYS BURGERS AND FRIES - 17250 SOUTHCENTER PY STE 112 Dear PAUL REED, 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 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. (BUILDING REVIEW NOTES) 1. Provide a completed 2012 Washington State Nonresidential Energy Code lighting budget compliance form. 2012 NREC Compliance Forms for Lighting is available online at: http://www.neec.net/energy-codes, (scroll down to center of page). 2. Plumbing fixtures reference compliance with 2009 IBC. Revise calculations and code notes to show compliance with Chapter 29 of 2012 IBC with Washington State Amendments. Also for consistency, building codes shall reference 2012 International Building Codes instead of Washington State Building codes to include current 2012 UPC & IMC etc. 3. Please note other separate permits required: Separate mechanical permit for hardwired stand-alone assembled coolers (and walk in type) & freezers except those that are single unit plug in type. 4. Mechanical installations which may require alterations of the roof system for penetrations or other structural elements shall require structural details to be included with this building permit. Type I duct penetrations shall be verified for required clearance to combustibles as well as location of exhaust on the roof to other air -in -takes. Engineer may be required. It is beneficial for plan review to have the mechanical and plumbing plans included with the building permit to verify potential design issues. However the separate mechanical, plumbing and electrical permits only require the specific plan details for that permit type at submittal. Provide the details as indicated above or provide notes to indicate there are no changes to the structural elements. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 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 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 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. D14-0088 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: D14-0088 DATE: 04/30/2014 PROJECT NAME: FIVE GUYS BURGERS & FRIES SITE ADDRESS: 17250 SOUTHCENTER PY Original Plan Submittal X Response to Correction Letter # 1 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: AV)c os`aC'1LS Building Division MI Public Works Fire Prevention Structural Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 05/01/14 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: DUE DATE: 05/30/14 eAcAus frtxop, A-u,l 1 n3 , ,R-s`b 1 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW 0 Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0088 DATE: 03/19/14 PROJECT NAME: FIVE GUYS BURGERS AND FRIES SITE ADDRESS: 17250 SOUTHCENTER PKWY SUITE 112 X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: AT Co-rv: 1—)M11 Building Division III ktt Wor- ks AitA Fire Prevention Structural V\ AY/1- Planning Division 111 Permit Coordinator go PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 03/20/14 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 04/17/14 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 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: Plan Check/Permit Number: D 14-0088 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner APR 3 0 2014 eEAMIT CEA Project Name: Five Guys Burgers and Fries Project Address: 17250 Southcenter Pkwy Contact Person: Pam— Phone Number: 503 6) t)92,d1 Summary of Revision: . 2.01'L 9tAll WON RFSI f' 1�-L ED � o_T,._,ce ,fl 2aol use_ a.au+c.eo w/ t.fari._ 115e._u/sn+M ftµErroMEtkIr. crnet_r.,oE RIF'r ititw►SQ . pum6►rc, cA-as ct-AwnEn . 3. Neeo .E. WILL- !Hale* .C.tMen1 ItNAnJrrjo y. exr6 tK_A-L. ()oils Tu 1tZIestar4 Sheet Number(s): ANDOCj prte., 3 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in TRAKiT on 6A. \applications\forms-applications on Iine\revision submittal Created: 8-13-2004 Revised: RLS CONSTRUCTION INC Page 1 of 2 CilWashington State Department of Labor & Industries RLS CONSTRUCTION INC Owner or tradesperson SQUIRES, CALVIN JAMES Principals SQUIRES, CALVIN JAMES, PRESIDENT LANCASTER, MARLIN, SECRETARY Doing business as RLS CONSTRUCTION INC WA UBI No. 602 989 361 668 North 1250 West CENTERVILLE, UT 84014 801-299-0121 Business type 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. RLSCOCI904CR Effective — expiration 02/25/2010— 02/25/2016 Bond Cincinnati Ins Co Bond account no. 0519858 $12,000.00 Received by L&I Effective date 02/25/2010 02/09/2010 Expiration date Until Canceled Insurance Amerisure Insurance Company $2,000,000.00 Policy no. CPP2093160 Received by L&I Effective date 07/10/2014 07/01/2014 Expiration date 07/01/2015 10\° o'N‘ 0,f cPk(1/4 https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602989361 &LIC=RLSCOCI904CR&SAW= 07/17/2014 SOUTHCENTER SQUARE TUKWILA, WA REVIEWED FOR CODE COMPLIANCE APPROVED MAY 0 6 2014 off\ City of u wiia BUILDING 'SION FILE COPY Alt Noe DH-- c� Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved F : i and knowiedged: By4� vc City 011tdcwila BUILDING DIVISION 17250 SOUTHCENTER PARKWAY, SUITE 112 PROJECT DIRECTORY CLIENT NABIL ASAD PO BOX 7357 WOODRIDGE, VA 22195 PHONE: 540-659-2424 E—MAIL: nabi165©msn.com CONTACT: Nabil Asad LANDLORD WIG PROPERTIES 4811 134TH PL SE BELLEVUE, WA 98006 PHONE: (425) 641-2044 FAX: (425) 865-8648 E—MAIL: dbehar©wigproperties.com CONTACT: David Behar ARCHITECT BAYSINGER PARTNERS ARCHITECTURE 1006 SE GRAND AVE, SUITE 300 PORTLAND, OR 97214 PHONE: (503) 546-1600 FAX: (503) 546-1601 E—MAIL: paulr@baysingerpartners.com CONTACT: Paul Reed JURISDICTION CITY OF TUKWILA 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 PHONE: (206) 433-1800 WEBSITE: WWW.tukWilawa.gov/dcd/dcdpermit.html HEALTH DEPT. SEATTLE & KING COUNTY PUBLIC HEALTH 401 5TH AVENUE, SUITE 1100 SEATTLE, WA 98104 PHONE: (206) 296-4632 WEBSITE: WW*.kingcounty.gov/healthservices/ health /ehs/foodsafety/foodbu sin ess.aspx SEWER DISTRICT TUKWILA SEWER 600 MINKLER BLVD. TUKWILA, WA 98188 PHONE: (206)433-1864 WEBSITE: WWW.tukwilawa.gov/ pubwks/pwsewer.html VICINITY MAP (NTS 11 tii4 ', .irport, e't xiq ii r` roiod° L:`hurG PROJECT LOCATION NOTES 1. PUBLIC HEALTH — KING COUNTY INSPECTION REQUIRED ON COMPLETION OF WORK PRIOR TO OPENING. 2. NO CHANGES WILL BE MADE WITHOUT HEALTH DEPT APPROVAL. VENDORS REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. CODE REVIEW ZONE: TUC — TUKWILA URBAN CENTER LEGAL DESCRIPTION: KING COUNTY ASSESSOR PARCEL #7888920020 SCOPE OF WORK: TENANT IMPROVEMENT FOR NEW RESTAURANT TENANT (A-2 OCC) CODE: WASHINGTON STATE BUILDING CODE (IBC 2012), ANSI 117.1-2009 2012 UPC, 2012 IMC, 2008 NEC (NFPA70), 2012 WA ENERGY CODE CONSTRUCTION TYPE: V SPRINKLERED: FULLY SPRINKLERED AND MONITORED BUILDING AREA: MOST RESTRICTIVE USE IS A-2 = ALLOWABLE AREA: AREA: TOTAL INTERIOR AREA: NET ASSEMBLY AREA (A-2)*: NET KITCHEN & BACK OF HOUSE*: OCCUPANT LOADING: ASSEMBLY WITHOUT FIXED SEATS — UNCONCENTRATED* KITCHEN AND BACK OF HOUSE*: TOTAL LOADING: EGRESS LOADING: EXITS PROVIDED: 108 OCCUPANTS x 0.20" PER PERSON EXITS REQUIRED EXIT WIDTH PROVIDED: PLUMBING FIXTURES: (2012 IBC, TABLE 2902.1) ASSEMBLY WITHOUT FIXED SEATS — UNCONCENTRATED* KITCHEN AND BACK OF HOUSE*: MEN AND WOMENS REQUIREMENT: 6,000 SF 10,500 SF Aa = At + (At*If)+(At*Is) Aa = 6,000 + (6,000*.75)+(6,000*0) Aa = 10,500 If = (F/P—.25)W/30 If = (354/354 — 0.25)30/30 If=.75 Is = 0 (TABLES AND 2,787 SQUARE FEET 1,550 SQUARE FEET 881 SQUARE FEET CHAIRS) 1,550 SF/15 = 103.3 881 SF/200 = 4.4 108 OCCUPANTS 2 PROVIDED 21.6" REQUIRED 2 REQUIRED 108" PROVIDED 1,550 SF/30 = 51.7 920 SF/200 = 4.6 TOTAL = 56.3 1 WC AND LAV REQUIRED FOR EACH SEX 2 WC AND LAV PROVIDED *EXCLUDES CORRIDOR AND RESTROOMS AS NON OCCUPIABLE AREAS IBC 1004.3 POSTING OF OCCUPANT LOAD Every room or space that is 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 uthorized agent. SEPARATE PERMIT REQUIRED FOR 10 Mechanical Electrical Plumbing Gas Piping City of Tukwila BUILDING DIVISION 0 0 ce DRAWING INDEX m ARCHITECTURAL DRAWINGS A000 COVER SHEET A001 GENERAL NOTES, SYMBOLS, ETC A111 LIFE SAFETY AND FLOOR PLANS A112 REFLECTED CEILING AND FINISH PLANS A113 EQUIPMENT AND SHELVING PLANS A401 INTERIOR ELEVATIONS A501 DETAILS A502 DETAILS & WASHROOM ELEVATIONS A601 SCHEDULES A602 EQUIPMENT SCHEDULE CHANICAL RAWINGS (DEFERRED) M-1 PLUMBING END, SCHEDULES & DETAILS M-2 ASTE ' VENT PLAN M-3 ', E' 'LAN M-4 HV »»' LEGEND AND SCHEDULES M-5 M-6 H AC R. C NANDPLAN DETAILS M-7 HOOD DRA ' S M-8 HOOD DRAWN M-9 HOOD DRAWINGS HOOD DRAWINGS 11 HOOD DRAWINGS ELEC 'ICE DRAWINGS (DEFERRED) E-1 EL CAL SYMBOL LIST E-2 0 E DIAGRAM AND PANEL SCHEDULES E-3 HTIN TURE AND EQUIPMENT SCHEDULES E-4 OWER ANHTING NOTES INDICATES CURRENT REVISION NUMBER PER SHEET DEFERRED ITEM S THE FOLLOWING PLANS WILL BE SUBMITTED AS A DEFERRED SUBMITTAL IN ACCORDANCE WITH 2012 INTERNATIONAL BUILDING CODE SECTION 106.5.3 1) 23 RECEIVED CITY OF TUKWILA APR 3 0 2014 PERMIT CEiNTER DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE WHO SHALL REVIEW AND STAMP THEM INDICATING THE SUBMITTAL HAS BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. REVIEWED SUBMITTALS WILL THEN BE RETURNED TO THE CONTRACTOR WHO SHALL BE RESPONSIBLE FOR SUBMITTING TO THE APPROPRIATE GOVERNING AGENCY. DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. FIRE ALARM FIRE SPRINKLER TYPE I HOOD AND SUPPRESSION PLANS CORRECTION LTR# RS,INC. SOUTHCENTER NA 13089 2641 REGISTERED ARCHITECT RiY R. B N . R STATE OF WASHINGTON © 2013 Baysinger Partners Architecture. This document, and the ideas and designs incorporated herein is an Instrument of service of Baysinger Partners Architecture. Baysinger Partners Architecture retains law, statuatory and other reserved rights, including copyright thereto. This document shall not be used in whole or In part for any other project without the written authorization of Baysinger Partners Architecture. all ISSUED / REVISED DATE PLAN REVIEW COMMENTS 10 4/23/14 ORIGINAL ISSUE DATE 03.12.14 DRAWN BY MAV CHECKED BY PAR COVER A000 PLAN REVIEW SHEET DOCUMENTS ARCHITECTURAL ABBREVIATIONS AB A/C ACC ACOUST ACT ACR AD ADH ADJ ADJT AFF AGG ALT ALUM ANOD AP APPROX ARCH ASPH AT AUTO AWN B/ BD BFF BLDG BLKG BM BO BPL BRG BRK BRKT BRZ BS BUR BVL CAB CAN CB CER CFT CG CGL CH CHAM CHBD CI CIR CIRC CJ CLG CLR CLS CM CMU CO COMB CoMPo COMP CONC CONN CONST CONT CONTR CORR CPR CPT CRA CRC CRS CS CSMT CT CTR CW CYD DEMO DEPT DF DIA DIAL DIM DIV DN DP DR DS DSP DW DTL(S) DWGDWR(S) EA EB EF EFS EI FS EJ ELAS ELEC ELETR ELEV EMER EP EPXY ENC ANCHOR BOLT AIR CONDITIONING ACCESS(IBLE) ACOUSTICAL ACOUSTICAL TILE ACRYLIC PLASTIC AREA DRAIN ADHESIVE ADJACENT ADJUSTABLE ABOVE FINISH FLOOR AGGREGATE ALTERNATE ALUMINUM ANODIZE(D) ACCESS PANEL APPROXIMATE ARCHITECTURAL ASPHALT ASPHALT TILE AUTOMATIC AWNING BOTTOM OF BOARD BELOW FINISH FLOOR BUILDING BLOCKING BEAM BY OWNER BEARING PLATE BEARING BRICK BRACKET BRONZE BOTH SIDES BUILT-UP ROOFING BEVELED CABINET CANVAS CATCH BASIN CERAMIC CUBIC FOOT CORNER GUARD COATED GLASS COAT HOOK CHAMFER CHALKBOARD CASE IRON CIRCLE CIRCUMFERENCE CONTROL JOINT CEILING CLEAR/CLEARANCE CLOSURE CENTIMETERS) CONCRETE MASONRY UNIT CLEAN OUT COLUMN COMBINATION COMPOSITION, COMPOSITE COMPRESS, (ED), (ION) CONCRETE CONNECTION CONSTRUCTION CONTINUE, CONTINUOUS CONTRACT(OR) CORRUGATED COPPER CARPET COLD ROLLED ANGLE COLD ROLLED CHANNEL COURSE COUNTERSINK CASEMENT CERAMIC TILE COUNTER CASEWORK CUBIC YARD DEMOLITION DEPARTMENT DRINKING FOUNTAIN DIAMETER DIAGONAL DIMENSION DIVISION DOWN DAMP PROOFING DOOR DOWNSPOUT DISPENSER DETAILS) DISHWASHER DRAWINGS) DRAWER EAST EACH EXPANSION BOLT EXHAUST FAN (MECH) EXTERIOR FINISH SYSTEM EXTERIOR INSULATION FINISH SYSTEM EXPANSION JOINT ELASTIC ELECTRIC(AL) ELEVATOR ELEVATION EMERGENCY ELECTRICAL PANEL EPDXY FLOORING/BASE ENCLOSURE EQ EQUIP ESC ESMNT EST EXH EXTG EXTR F FA FAS FBD FD FE FEC FFE FFL FG FGL FH FHS FIN FIN FLR FI XT FJT FLG FLR FLU R FLX FND FP FR FRT FT FTD FTG FU R GA GALV GB GC GD GKT GL GLB GLU LAM GRD GT GWB H /C HB HBD HCR HD HM HORIZ HPT HRDW HRL HT HVAC HW HWD BC D/ GL NCAN NCL NSUL NT NTM NV JC JF JT KDD KIT KPL LAM LAV LB LGB LGL LH LLD LMS LNG LO LOC LPT LT LTL LW MAS MAT MAX MC MECH Moo EQUAL EQUIPMENT ESCALATOR EASEMENT ESTIMATE EXHAUST EXISTING EXTERIOR FACE OF FIRE ALARM FASTEN, FASTENER FIBERBOARD FLOOR DRAIN FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FINISHED FLOOR ELEVATION FINISHED FLOOR LINE FLOAT GLASS FIBERGLASS FIRE HYDRANT FIRE HOSE STATION FINISH(ED) FINISHED FLOOR FIXTURE FLUSH JOINT FLASHING FLOOR(ING) FLUORESCENT FLEXIBLE FOUNDATION FIREPROOF FRAME(D), (ING) FIRE -RETARDANT FOOT(FEET) FIRE TREATED FOOTING FURRED, (ING) GAGE, GAUGE GALVANIZED GRAB BAR GENERAL CONTRACTOR GRADE, GRADING GASKET(ED) GLASS, GLAZING GLASS BLOCK GLUE LAMINATED GUARD GROUT GYPSUM WALLBOARD HANDICAP HOSE BIB HARDBOARD HOLLOW CORE HEAVY DUTY HOLLOW METAL HORIZONTAL HIGH POINT HARDWARE HANDRAIL HEIGHT HEATING/VENTILATION / AIR CONDITIONING HOT WATER HEATER HARDWOOD NTERNATIONAL BUILDING CODE NSIDE DIAMETER NSIDE FACE OF/ NSULATING GLASS NCANDESCENT NCLUDE (ED), (ING) NSULATE, (ED), (ING) NTERIOR NTERMEDIATE NVERT JOIST JANITOR'S CLOSET JOINT FILLER JOINT KNOCK DOWN DOOR KITCHEN KICK PLATE LENGTH LAMINATE(D) LAVATORY POUNDS LAG BOLT LAMINATED GLASS LEFT HAND LOOSE LAID LIMESTONE LINING LAYOUT LOCATE LOW POINT LIGHT LINTEL LIGHTWEIGHT METER(S) MASONRY MATERIAL MAXIMUM MEDICINE CABINET MECHANIC(AL) MEDIUM DENSITY OVERLAY MED MFR MIL MIR MMB MoD MR MRB MT M TL MW N NAT NI NIC NL No NoM NR NTS OA OC OD OFCI OFOI OH oZ P PBD PL PLAM PLMG PLYWD PNL PP PR PSF PSI PT PTD PVC QT RB RD REFG REINF REQD MV RO S SAT SCHED SC SF SG SHLVG SHR SHT SK SPECS SQ SS STD STL STOR STRUCT T/ T&G TB TBL TEL TPD TS TSPD TV TYP U/S UL UR UTIL VB VCT VERT VEST VI F VT W/ W/0 BASH VV WH WP MEDIUM MANUFACTURE(R) MANHOLE MILLIMETER(S) MINIMUM MIRROR MISCELLANEOUS MEMBRANE MASONRY OPENING MODULAR MAGAZINE RACK MARBLE MOUNT, (ED), (ING) METAL MICROWAVE NORTH NATURAL NICKEL NOT IN CONTRACT NAILABLE NUMBER NOMINAL NOISE REDUCTION NOT TO SCALE OVERALL ON CENTER OUTSIDE DIAMETER OWNER FURNISHED CONTRACTOR INSTALLED OWNER FURNISHED/ OWNER INSTALLED OVERHEAD OUNCE PAINT(ED) PARTICLE BOARD PLATE PLASTIC LAMINATE PLUMBING PLYWOOD PANEL POWER POLE PAIR POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PRESSURE TREATED PAPER TOWEL DISPENSER POLYVINYL CHLORIDE QUARRY TILE RADIUS RUBBER BASE ROOF DRAIN REFRIGERATOR REINFORCE(D)(ING) REQUIRED REVISION(S)REVISED ROOM ROUGH OPENING SOUTH SUSPENDED ACOUSTIC CEILING TILE SCHEDUL(ED) SOLID CORE SQUARE FEET SAFETY GLASS SHELVING SHOWER SHEET SINK SPECIFICATIONS SQUARE STAINLESS STEEL STANDARD STEEL STORAGE STRUCTURAL TREAD TOP OF TONGUE AND GROOVE TACKBOARD TABLE TELEPHONE TOILET PAPER DISPENSER TUBE STEEL TOILET SEAT PAPER DISPENSEF TELEVISION TYPICAL UNDERSIDE UNDER WRITERS LABORATORY URINAL UTILITY VAPOR BARRIER VINYL COMPOSITION TILE VERTICAL VESTIBULE VERIFY IN FIELD VINYL TILE WEST WITH WITHOUT WASHER WOOD WATER HEATER WATERPROOF GENERAL NOTES SUBSTITUTIONS AND QUALIFICATIONS: 1. ALL PRICING SHALL BE BASED ON THE CONSTRUCTION DOCUMENTS WITHOUT SUBSTITUTION OR ALTERATION. THE GENERAL CONTRACTOR SHALL CALL OUT AND CLEARLY IDENTIFY PROPOSED SUBSTITUTIONS. PROPOSED SUBSTITUTIONS SHALL BE REVIEWED BY THE OWNER AND ARCHITECT AND HE/SHE SHALL HAVE FINAL AUTHORITY TO ACCEPT OR REJECT SUBSTITUTIONS AS "EQUAL" TO THE SPECIFIED ITEM OR ASSEMBLY. ANY QUALIFICATIONS TO THE BID PROPOSING ALTERNATIVE SYSTEMS, MATERIALS, METHODS, ETC., (WHICH IN THE GENERAL CONTRACTORS OPINION REDUCE THE TOTAL COST OF THE JOB) SHALL BE OUTLINED AND ATTACHED TO THE BID FOR REVIEW BY THE ARCHITECT AND TENANT. IF THE GENERAL CONTRACTOR DOES NOT IDENTIFY AND RECEIVE TENANT APPROVAL FOR SUBSTITUTIONS, THEN THE TENANT RETAINS THE RIGHT TO DEMAND THAT THE PRODUCTS OR CONSTRUCTION METHOD ORIGINALLY SPECIFIED BE INSTALLED WITHOUT ADDITIONAL EXPENSE TO THE TENANT. 2. PRIOR TO STARTING WORK, THE GENERAL CONTRACTOR AND APPROPRIATE SUBCONTRACTORS SHALL THOROUGHLY EXAMINE THE SITE AND THE CONSTRUCTION DOCUMENTS TO ENSURE THEIR KNOWLEDGE OF ALL RELEVANT FIELD CONDITIONS AND REQUIREMENTS AFFECTING THE WORK. NO CLAIM FOR EXTRA COMPENSATION WILL BE ALLOWED FOR THE GENERAL CONTRACTOR'S OR SUBCONTRACTOR'S FAILURE TO COMPLY WITH THE REQUIREMENT. GENERAL REQUIREMENTS: 1. CONTRACTOR SHALL PERFORM NO PORTION OF THE WORK AT ANYTIME WITHOUT APPROVED CONTRACT DOCUMENTS. 2. THE GENERAL CONTRACTOR SHALL PROVIDE FULL SETS OF DRAWINGS TO THE SUBCONTRACTORS PERFORMING WORK ON THIS PROJECT. PARTIAL SETS MUST NOT BE DISTRIBUTED. SETS USED FOR BIDDING OR ANY OTHER PURPOSE MUST NOT BE USED ON SITE FOR CONSTRUCTION. ONLY THE PERMITTED SET OF CONTRACT DOCUMENTS RECEIVED FROM THE ISSUING JURISDICTION OR A MORE RECENTLY ARCHITECT APPROVED SET OF DOCUMENTS MAY BE USED FOR CONSTRUCTION PURPOSES. 3. IT IS THE INTENT AND MEANING OF THE CONTRACT DOCUMENTS THAT THE CONTRACTOR SHALL PROVIDE AN INSTALLATION THAT IS COMPLETE AND ALL ITEMS AND APPURTENANCES NECESSARY, REASONABLY INCIDENTAL, OR CUSTOMARILY INCLUDED EVEN THOUGH EACH AND EVERY ITEM IS NOT SPECIFICALLY CALLED OUT OR SHOWN. 4. CONTRACTOR SHALL COORDINATE ALL ARCHITECTURAL, MECHANICAL, TELEPHONE, ELECTRICAL (INCLUDING LIGHTING), AND PLUMBING TO ENSURE THAT REQUIRED CLEARANCES FOR INSTALLATION AND MAINTENANCE OF ALL EQUIPMENT IS PROVIDED. 5. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS AND ALIGNMENTS SHALL GOVERN. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL BE RESPONSIBLE FOR THEIR CORRECTNESS. NO EXTRA CHARGE OR COMPENSATION SHALL BE ALLOWED BECAUSE OF DIFFERENCES BETWEEN ACTUAL DIMENSIONS AND THOSE INDICATED ON THE DRAWINGS, UNLESS THEY CONTRIBUTE TO A CHANGE IN THE SCOPE OF THE WORK. ANY DIFFERENCES WHICH MAY BE FOUND SHALL BE SUBMITTED TO THE ARCHITECT FOR DECISION PRIOR TO PROCEEDING WITH THE WORK. HORIZONTAL DIMENSIONS INDICATED ARE TO/FROM FINISHED FACE OF WALL UNLESS NOTED OTHERWISE. VERTICAL DIMENSIONS ARE FROM FINISHED FLOOR UNLESS NOTED OTHERWISE. DIMENSIONS ARE NOT ADJUSTABLE WITHOUT APPROVAL OF ARCHITECT UNLESS NOTED. 6. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS AND FEES OTHER THAN PLAN REVIEW AND HEALTH DEPT REVIEW. 7. THE GENERAL CONTRACTOR SHALL ALSO PROVIDE A SCHEDULE OF REQUIRED SHOP DRAWINGS AND SUBMITTALS TO THE ARCHITECT AND TENANT. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT WITH FIVE(5) SETS OF REPRODUCIBLE PRINTS AND CUTSHEETS. THE GENERAL CONTRACTOR SHALL PROVIDE MANUFACTURER'S CUT SHEETS AND/OR SHOP DRAWINGS FOR THE ARCHITECT'S REVIEW AND APPROVAL INCLUDING BUT NOT LIMITED TO THE FOLLOWING: SHOP FABRICATED MILLWORK; DOORS, FRAMES, HARDWARE; FABRIC CANOPY AND ASSOCIATED STRUCTURE; CARPET SEAMING DIAGRAMS; STEEL HANDRAILS/GUARDRAILS; MECHANICAL EQUIPMENT AND DUCTWORK LAYOUT; ROOFING MANUFACTURER, SPECIFICATIONS, DETAILS AND WARRANTY; SPRINKLER LAYOUT; ALUMINUM AND GLASS STOREFRONT; LIGHTING FIXTURES, AND PLUMBING FIXTURES. 8. CONTRACTOR WILL APPOINT ONE SPECIFIC INDIVIDUAL FOR LIAISON WITH TENANT REPRESENTATIVE AND ARCHITECT. 9. THE WORK SHALL BE DONE IN ACCORDANCE WITH ALL RULES AND REGULATIONS OF ALL APPLICABLE SAFETY AND BUILDING CODES AS WELL AS THE AMERICANS WITH DISABILITIES ACT (ADA) ACCESSIBILITY GUIDELINES. ALL MATERIALS AND SYSTEMS SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND ALL CONSTRUCTION SHALL BE OF INDUSTRY STANDARD QUALITY OR BETTER. THE ARCHITECT SHALL BE ULTIMATE JUDGE OF QUALITY AS STATED IN AIA DOCUMENT A201; AND SHALL COORDINATE SUCH WITH THE TENANT. 10. THE GENERAL CONTRACTOR SHALL CONTINUOUSLY CHECK ARCHITECTURAL AND STRUCTURAL CLEARANCES FOR ACCESSIBILITY OF EQUIPMENT AND MECHANICAL AND ELECTRICAL SYSTEMS. NO ALLOWANCES OF ANY KIND WILL BE MADE FOR THE CONTRACTOR'S NEGLIGENCE TO FORESEE MEANS OF INSTALLING EQUIPMENT INTO POSITION INSIDE STRUCTURES. 11. THE GENERAL CONTRACTOR SHALL WAIVE "COMMON PRACTICE" AND "COMMON USAGE" AS CONSTRUCTION CRITERIA WHEREVER DETAILS AND CONTRACT DOCUMENTS OF GOVERNING CODES, ORDINANCES, ETC. REQUIRE INCREASED QUANTITY OR BETTER QUALITY THAN COMMON PRACTICE OR COMMON USAGE WOULD REQUIRE. 12. THE GENERAL CONTRACTOR SHALL ORDER AND SCHEDULE DELIVERY OF MATERIALS IN AMPLE TIME TO AVOID DELAYS IN CONSTRUCTION. IF AN ITEM IS FOUND TO BE UNAVAILABLE OR TO HAVE A LONG LEAD TIME, CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY. AND MAY BE ASKED TO MAKE RECOMMENDATIONS FOR EQUAL MATERIALS THAT WOULD BE AVAILABLE IN THE SCHEDULED TIME FRAME NECESSARY TO COMPLETE THE PROJECT ON SCHEDULE & BUDGET. 13. CONTRACTOR IS RESPONSIBLE FOR RECEIVING AND ON -SITE STORAGE OF ALL SOFT -GOODS AND EQUIPMENT (SMALL WARES, ETC.) DURING REGULAR CONSTRUCTION HOURS. 14. GENERAL CONTRACTOR SHALL NOTIFY THE TENANT IN WRITING OF ANY DEFICIENCIES IN BASE BUILDING WORK PRIOR TO THE COMMENCEMENT OF THE WORK. ANY UNREPORTED DEFICIENCIES WILL BECOME THE RESPONSIBILITY OF THE CONTRACTOR TO CORRECT. 15. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR, AND SHALL PROVIDE, PROTECTION FOR ANY EXISTING FINISHES TO REMAIN. THE GENERAL CONTRACTOR SHALL EXERCISE EXTREME CARE AND PRECAUTION DURING CONSTRUCTION OF THE WORK, AND SCHEDULE THE WORK TO MINIMIZE DISTURBANCES TO ADJACENT SPACES AND/OR STRUCTURES AND THEIR OCCUPANTS, PROPERTY, PUBLIC THOROUGHFARES, ETC. THE GENERAL CONTRACTOR SHALL TAKE PRECAUTIONS AND BE RESPONSIBLE FOR THE SAFETY OF ALL BUILDING OCCUPANTS FROM CONSTRUCTION PROCEDURES. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY OVERTIME COSTS INCURRED THEREBY. ARCHITECTURAL SYMBOLS DIRECTION VIEWED EXTERIOR ELEVATION SHEET NUMBER DIRECTION VIEWED SHEET NUMBER A C GRID LINE & BUBBLE EXTERIOR ELEVATION D INTERIOR ELEVATION DIRECTION VIEWED ' BUILDING SECTION SHEET NUMBER DIRECTION VIEWED ' WALL SECTION SHEET NUMBER DETAIL NUMBER SHEET NUMBER BUILDING SECTION WALL SECTION DETAIL T/PARAPET ELEVATION 25-0" AFF HEIGHT T PARAPET 25 -0 AFF ROOM NAME f#1 ROOF ELEVATION ROOM NUMBER DOOR NUMBER O GLAZING TYPE 0 WALL TYPE KEY NOTE REVISION NUMBER & CLOUD 16. ALL DEBRIS SHALL BE REMOVED FROM THE SITE ON A DAILY BASIS, WHEN POSSIBLE. UPON COMPLETION 'OF THE WORK, REMOVE ALL DEBRIS FROM THE BUILDING CREATED BY WORK PROVIDED UNDER THIS CONTRACT AND LEAVE ALL AREAS CLEAN. 17. THE GENERAL CONTRACTOR SHALL PROVIDE NEW FIRE EXTINGUISHERS, NEW RECESS CABINETS, AND ASSOCIATED FRAMING AND DRYWALL FURRING (AS REQUIRED) TO FULLY COMPLY WITH APPLICABLE LOCAL BUILDING CODES. LOCATIONS TO BE COORDINATED IN THE FIELD WITH THE ARCHITECT OR FIRE MARSHAL. THE GENERAL CONTRACTOR SHALL SUBMIT MANUFACTURER PRODUCT DATA FOR THE ARCHITECT APPROVAL PRIOR TO ORDERING CABINETS. 18. CONTRACTOR SHALL CONTROL NOISE PRODUCING ITEMS (STEREOS) AT ALL TIMES. 19. CONTRACTOR TO INSTALL ALL ARTWORK & DECOR, INCLUDING WALL HUNG PICTURES. 20. CONTRACTOR SHALL FURNISH FIRE -RETARDANT -TREATED PLYWOOD IN ALL ENCLOSED SPACES. 21. EXTENT OF SELECTIVE DEMOLITION WORK IS INDICATED ON DRAWINGS. 22. PROTECT FROM DAMAGE EXISTING FINISH WORK THAT IS TO REMAIN IN PLACE AND BECOMES EXPOSED DURING DEMOLITION OPERATIONS. PROTECT FLOORS WITH SUITABLE COVERINGS WHEN NECESSARY. CONSTRUCT TEMPORARY DUST PROOF PARTITIONS WHERE REQUIRED TO SEPARATE AREAS WHERE NOISY OR EXTENSIVE DIRT OR DUST OPERATIONS ARE PERFORMED. EQUIP PARTITIONS WITH DUST PROOF DOORS AND SECURITY LOCKS IF REQUIRED. 23. IF UNANTICIPATED MECHANICAL, ELECTRICAL OR STRUCTURAL ELEMENTS WHICH CONFLICT WITH INTENDED FUNCTION OR DESIGN ARE ENCOUNTERED, INVESTIGATE AND MEASURE BOTH NATURE AND EXTENT OF THE CONFLICT. SUBMIT REPORT TO ARCHITECT OR AS DIRECTED BY ARCHITECT. PENDING RECEIPT OF DIRECTIVE FROM ARCHITECT, REARRANGE SELECTIVE DEMOLITION SCHEDULE AS NECESSARY TO CONTINUE OVERALL JOB PROGRESS WITHOUT DELAY. MILLWORK NOTES: 1. ALL MILLWORK SHALL BE FABRICATED AND INSTALLED BY A QUALIFIED MILLWORK CONTRACTOR WITH EXPERIENCE IN COMMERCIAL APPLICATIONS, SIMILAR TO THE SCOPE OF THIS JOB. 2. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE BLOCKING AT THE REQUIRED LOCATIONS FOR ALL WALL MOUNTED SHELVING, TABLES, ETC. NO EXTRA FEES WILL BE ENTERTAINED FOR LACK OF COORDINATION. 3. ALL CORNERS ON COUNTERTOP MILLWORK TO BE RADIUSED AND EDGES MITRED. 4. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND HARDWARE CATALOGUE CUTS OF ALL MILLWORK AND HARDWARE FOR REVIEW BY THE ARCHITECT AND IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS. SHOP DRAWINGS SHALL BE AT A LARGE SCALE, SUFFICIENT TO INDICATE TO THE ARCHITECT THE METHOD AND MEANS OF CONSTRUCTION, INCLUDING JOINT LOCATIONS & DETAILS. FABRICATION OF MILLWORK SHALL NOT PROCEED UNTIL SHOP DRAWINGS HAVE BEEN APPROVED BY THE ARCHITECT. SHOP DRAWINGS SHALL BE SUBMITTED WITH FIVE (5) SETS OF REPRODUCIBLE PRINTS AND CUTSHEETS. 5. THE METHOD OF MANUFACTURING, FABRICATING AND INSTALLING MILLWORK, EQUIPMENT, AND IT'S STRUCTURAL COMPONENTS DEFINED IN THE CONTRACT DOCUMENTS IS REPRESENTATIVE AND INDICATE DESIGN INTENT ONLY. IF THE MATERIALS, DETAILS OR DIMENSIONAL PROPERTIES ARE AT VARIANCE WITH THE GENERAL CONTRACTOR'S OR MANUFACTURER'S RECOMMENDATIONS, ALTERNATE DETAILS WILL BE CONSIDERED FOR REVIEW BY THE ARCHITECT. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO GUARANTEE THAT THE MILLWORK AND EQUIPMENT WILL HAVE PROPER SUPPORT, STABILITY AND FAULT -FREE PERFORMANCE. ALL WORK SHALL CONFORM TO AMERICAN WOODWORKING INSTITUTE (AWI) STANDARDS FOR PREMIUM CONSTRUCTION. ANY SUBSTITUTIONS MUST BE SUBMITTED TO THE ARCHITECT FOR REVIEW AND APPROVAL 6. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO OBTAIN ACCURATE FIELD MEASUREMENTS AND TO VERIFY DIMENSIONS AND TO PROVIDE SHOP DRAWINGS TO ENSURE AN ACCURATE FIT. 7. ONLY EXPOSED HARDWARE IS SPECIFIED IN THIS DOCUMENT. THE GENERAL CONTRACTOR BY THE ARCHITECT. SHALL SUPPLY ALL OTHER NECESSARY HARDWARE TO COMPLETE THE WORK. ALL UNSPECIFIED HARDWARE SHALL BE OF THE HIGHEST QUALITY AND DURABILITY. THE GENERAL CONTRACTOR SHALL PROVIDE CATALOGUE CUTS OF ALL HARDWARE FOR REVIEW BY THE ARCHITECT. 8. WOOD CABINETS, COUNTERTOPS, TRIM, AND RAILS ARE TO COMPLY WITH CURRENT AWI "WOOD CABINET" DIVISIONS AND SECTIONS AND ALL OTHER APPLICABLE AMERICAN WOODWORKING INSTITUTE STANDARDS (AWI). ALL LUMBER, PLYWOOD, BLOCKING, ETC. SHALL BE FIRE RETARDANT WHERE REQUIRED BY LOCAL BUILDING CODES, AS INTERPRETED BY THE LOCAL CODE OFFICIAL. 9. INSTALL MILLWORK TO BE PLUMB, LEVEL, TRUE AND STRAIGHT WITH NO DISTORTIONS. SHIM AS REQUIRED USING CONCEALED SHIMS. PROVIDE ALL REQUIRED BLOCKING AT NEW OR EXISTING CONSTRUCTION FOR INSTALLATION OF MILLWORK. SCRIBE AND CUT MILLWORK TO FIT TIGHTLY ADJOINING WORK. PROVIDE SEALANT AT ALL GAPS. ALL EXPOSED ANCHORS, NAIL HEADS, SCREW HEADS, CHIPS, INDENTATIONS OR IMPERFECTIONS IN WOOD SURFACES TO BE PAINTED SHALL BE FILLED, SANDED, SEALED AND PREPARED FOR PAINTING. DOOR AND MILLWORK NOTES: 1. PROVIDE ALL HARDWARE, DOOR PULLS, HINGES, CLOSERS, ELECTRO-MAGNETIC DEVICES, WEATHER-STRIPPING ETC. REQUIRED TO PROVIDE A FULL AND COMPLETE INSTALLATION. 2. CONTRACTOR SHALL PROVIDE A HARDWARE SCHEDULE AND CATALOGUE CUTS FOR ALL FINISH HARDWARE FOR APPROVAL BY THE ARCHITECT. 3. ALL KNOBS, PULLS, AND LOCKS ARE TO BE PROVIDED BY BEST ACCESS SYSTEMS IN MATCHING FINISHES AND DESIGNED TO ACCEPT A 7 PIN, INTERCHANGEABLE LOCK CODE. ALL HINGES AND OTHER MISCELLANEOUS EXPOSED HARDWARE TO BE IN SIMILAR AND COMPLETE FINISHES. TYPICAL FINISHES FOUND ON DOOR SCHEDULE. 4. PROVIDE THREE (3) HINGES PER DOOR TYPICALLY, UNLESS THE WEIGHT OR SIZE OF THE DOOR REQUIRES ADDITIONAL HINGES. BEVERAGE COUNTER DOORS TO HAVE PIANO HINGES. 5. PROVIDE SILENCERS AT ALL METAL FRAME DOORS. PROVIDE WALL OR FLOOR MOUNTED DOOR STOPS AT ALL DOORS. (INSURE ADEQUATE BLOCKING FOR WALL MOUNTED STOPS.) SUBMIT TO ARCHITECT FOR APPROVAL. LOSS PREVENTION CABINETRY: MILLWORK SUBCONTRACTOR TO SUPPLY LOCKS FOR ALL CABINETS, SAME KEY. DOORS: ALL KEYED DOOR HARDWARE SHALL BE: BEST ACCESS SYSTEMS, DESIGNED TO ACCEPT A 7 PIN INTERCHANGEABLE LOCK CORE. DEMISING WALLS: 1. A 6MM VAPOR BARRIER IS REQUIRED TO BE INSTALLED AT THE NEW INTERIOR DEMISING WALL ON FIVE GUYS SIDE TO PREVENT ODORS FROM MIGRATING INTO ADJACENT SPACES. GC TO INFORM ARCHITECT WHEN BARRIER HAS BEEN INSTALLED PRIOR TO COVERING UP AND PROVIDE CONFIRMATION OF THE GAUGE OF MATERIAL GC TO INSTALL 6" BATT INSULATION FROM FLOOR TO ROOF STRUCTURE, SHEETROCK IN DINING ROOM AND PLYWOOD IN KITCHEN/COOK/SERVICE AREAS. GC IS ALSO TO INSTALL SHEETROCK FROM CEILING TO ROOF STRUCTURE. FIRE TAPE SHEET ROCK ABOVE CEILING AND ENSURE TIGHT SEAL AT HEAD TO PREVENT TRANSMISSION OF ODORS INTO ADJACENT SPACES. REMOVE SCREWS FROM DEFLECTION HEAD ONCE SHEETROCK IS INSTALLED. PARTITIONS: 1. ALL DRYWALL WORK SHALL BE DONE BY A QUALIFIED INSTALLER WITH EXPERIENCE IN COMMERCIAL APPLICATIONS SIMILAR IN SCOPE TO THIS JOB. ALL PARTITIONS ARE DIMENSIONED FROM FINISHED FACE OF GYPSUM WALL BOARD TO FINISHED FACE, UNLESS OTHERWISE NOTED. 2. AT ALL NON -RATED PARTITIONS AND CEILINGS, GYPSUM WALL BOARD SHALL BE 5/8" THICK, ASTM C-36. ALL PARTITIONS, CORNER TRIM, EDGE TRIM AND JOINTS TO EXISTING DRYWALL SURFACES SHALL BE TAPED, BEDDED IN JOINT COMPOUND AND SANDED SMOOTH WITH NO VISIBLE JOINTS. GALVANIZED METAL BEADS SHALL BE USED AT ALL EXPOSED CORNERS, EDGES, AND REVEALS. 3. PROVIDE ACOUSTICAL BATT INSULATION AND ACOUSTICAL SEALANT AT ALL ACOUSTICAL PARTITIONS. INSTALL AS PER MANUFACTURER'S INSTRUCTIONS AND SET METAL RUNNERS IN A BEAD OF SEALANT. 4. ALL PARTITIONS AND DOOR JAMBS SHALL BE BRACED TO THE UNDERSIDE OF STRUCTURE ABOVE. ALL WOOD BLOCKING TO BE FIRE RESISTANT TREATED WHERE REQUIRED. 5. ALL WALL LOCATIONS TO BE FULLY CHALKED -OUT ON THE SLAB (INCLUDING DOOR LOCATIONS) AND APPROVED BY THE ARCHITECT OR OWNER BEFORE PROCEEDING WITH WALL CONSTRUCTION. CEILINGS: 1. INSTALL SUSPENSION SYSTEMS TO COMPLY WITH ASTM C636, WITH HANGERS SUPPORTED ONLY FROM BUILDING STRUCTURAL MEMBERS. LOCATE HANGERS NOT LESS THAN 6" FROM EACH END AND SPACED 4'-O" ALONG EACH CARRYING MEMBER, UNLESS OTHERWISE INDICATED, LEVELING TO TOLERANCE OF 1/8" IN 12'-0" NON -ACCUMULATIVE. FLOOR FINISH: 1, EXISTING INTERIOR CONCRETE FLOOR SURFACES TO REMAIN SHALL BE THOROUGHLY CLEANED, REPAIRED, AND SEALED AS PER FLOOR COVERING MANUFACTURER REQUIREMENTS. 2. VINYL BASE SHALL BE 4" HIGH, 1/8" THICK, COVE BASE EXCEPT , WHERE INDICATED OTHERWISE. USE ROLL GOODS ONLY FOR VINYL BASE. COLOR TO BE SELECTED BY ARCHITECT. ALL SEAMS TO OCCUR AT INSIDE CORNERS. 3. SAMPLES OF VCT, VINYL BASE. ETC. SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL PRIOR TO ORDERING MATERIAL. PAINT AND WALL FINISH: 1. ALL SURFACES TO BE PAINTED ARE TO BE PREPARED FOR PRIMING IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 2. ALL PREVIOUSLY UNPAINTED SURFACES SHALL RECEIVE ONE (1) PRIME AND TWO (2) FINISH COATS. ALL PREVIOUSLY PAINTED SURFACES SHALL RECEIVE A MINIMUM OF TWO (2) COATS OR NUMBER OF COATS AS REQUIRED TO COMPLETELY COVER PREVIOUSLY PAINTED SURFACE. ENGINEERING: 1. ANY DISCREPANCIES OR CONFLICTS BETWEEN ARCHITECTURAL AND ENGINEERING DOCUMENTS (INCLUDING BUT NOT LIMITED TO LIGHT FIXTURES, SWITCHES, THERMOSTATS, DIFFUSERS, BREAKERS ETC.), MILLWORK AND/OR FIELD CONDITIONS SHALL BE CLARIFIED WITH THE ARCHITECT BEFORE INITIATING WORK. 2. ALL ELECTRICAL RECEPTACLES SHALL BE 1'-6" A.F.F. UNLESS NOTED OTHERWISE. RECEPTACLES AND TELEPHONE OUTLETS SHALL NOT BE MOUNTED BACK TO BACK. ALL OUTLETS SHOWN GROUPED TOGETHER SHALL NOT BE MORE THAN 5" APART AND SHALL BE SPACED EQUALLY. ALL SWITCHES SHALL BE LOCATED AT 48" ABOVE FINISHED FLOOR UNLESS NOTED OTHERWISE. SHOULD A CONFLICT OCCUR BETWEEN THE ARCHITECTURAL DRAWINGS AND ANY REQUIREMENT FOR PROPER FUNCTIONING, IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO BRING THE CONFLICT TO THE ATTENTION OF THE ARCHITECT, PRIOR TO PROCEEDING WITH THE WORK. OUTLETS WITHIN 6'-0" OF "WET" AREAS ARE TO BE GROUND FAULT INTERRUPTION CIRCUIT TYPE (GFI). 3. THE HVAC SYSTEM SHALL BE INSTALLED NEW, OR MODIFIED, AS REQUIRED TO MEET THE TENANT'S REQUIREMENTS BASED UPON EQUIPMENT LOADS, FUNCTION AND TYPE OF SPACE. 4. ALL COVER PLATE MATERIAL/FINISH TO BE COORDINATED WITH ARCHITECT U.N.O. WHERE MULTIPLE WALL SWITCHES OCCUR, SWITCHES ARE TO BE GANGED AND COVERED WITH A SINGLE, CONTINUOUS COVER PLATE. COVER PLATES SHALL NOT BE CUT AND BUTTED TOGETHER. ROOF PENETRATIONS: 1. IF NEW ROOF PENETRATIONS ARE INSTALLED FOR HVAC EQUIPMENT, THE GAS LINE PENETRATION MUST OCCUR WITHIN THE CURB. ALL ROOF PENETRATIONS, PATCH AND REPAIR WORK MUST BE COMPLETED EXCLUSIVELY BY THE SHELL ROOFING CONTRACTOR, McDONALD & WETLE INC. CONDUIT: 1. THERE SHALL BE NO EXPOSED CONDUIT AT ANY LOCATION ON THE JOB SITE AT THE TIME OF HANDOVER. ADDITIONAL MATERIALS: 1. GC IS TO ALLOW FOR ONE (1) COMPLETE BOX OF WALL TILES, (oNE OF EACH COLOR), FLOOR TILES (KITCHEN AND DINING), CEILING TILES (PREPAINTED IF REQUIRED), AND WHITE AND RED PAINT TO BE LEFT ON SITE AT THE END OF THE CONTRACT. ONE ADDITIONAL CASE OF BULBS PER FIXTURE TYPE TO BE LEFT ON SITE THE O THE CONTRACT. RAEATVIE DEND aRF 'CQCE COMPLIANCI APPROVED MAY 0G 2014 p �u- oosg SUBCONTRACTOR NOTES ALL SUBCONTRACTORS ARE RESPONSIBLE FOR VERIFYING INFORMATION OF THEIR SPECIFIC TRADE WITH OTHER TRADES SUBCONTRACTORS AND THE GENERAL CONTRACTOR. SUBCONTRACTORS ARE TO VERIFY ANY DISCREPANCIES ON PLANS OR SITE WITH THE SITE SUPERINTENDENT AND/OR ARCHITECT. AN OMISSION ON THE PLAN DOES NOT RELEASE THE SUBCONTRACTOR FROM THE RESPONSIBILITY OF COMPLETING WORK TO AREAS OF CODE COMPLIANCE. City of Tukwila ! lrn nlfyC QIVIJ FIVE GUYS AGREEMENT ALL IDEAS, DESIGN, ARRANGEMENTS, DRAWINGS AND PLANS SET FORTH ON THIS ARE THE ORIGINAL WORK PRODUCT OF, ARE OWNED BY AND ARE THE PROPERTY OF "FIVE GUYS FAMOUS BURGERS AND ',FRIES" AND USE OF THIS SAID WORK PRODUCT IS LIMITED TO A SPECIFIED PROJECT OF THE PURCHASER, NAMELY FOR THE CONSTRUCTION OF ONE BUILDING. ANY USE, REUSE, DISCLOSURE, COPYING, OR ADAPTATION I OF SAID PLANS, REPRODUCTION, IDEAS, DESIGNS AND/OR ,ARRANGEMENTS OTHER THAN BY "FIVE GUYS FAMOUS BURGERS AND FRIES" IS STRICTLY PROHIBITED BY LAW WITHOUT WRITTEN PERMISSION OF "FIVE GUYS FAMOUS BURGERS AND FRIES". RECEIVED CITY OF TUUKWILA MAR 1 9 2014 PERMIT CENTER RS, INC. SOUTHCENTER NA 13089 2641 .` REGISTERED ARCHITECT IRY R. B N R STATE OF WASHINGTON © 2013 Baysinger Partners Architecture. This document, and the Ideas and designs Incorporated herein Is an Instrument of service of Baysinger Partners Architecture. Baysinger Partners Architecture retains law, statuatory and other reserved rights, Including copyright thereto. This document shall not be used in whole or In part for any other proles without the written authorization of Baysinger Partners Architecture_ all ISSUED / REVISED DATE ORIGINAL ISSUE DATE 03.12.14 DRAWN BY MAV CHECKED BY PAR GENERAL A001 PLAN REVIEW DOCUMENTS NOTES 7.2/351 7'-O„ FLOOR PLAN SCALE: 1 /4"=1'-0" ID: A-FP.D*G 6'- 5" I MALE WASHROOM . = rtuurts: • MALE / WASHROOM / [ 104] FEMALE - WASHROOM LIFE SAFETY PLAN SCALE: 1 /4"=1'-0" ID: A-FP.DiNG 2'-10" 2'-6" PREP ROOM PREP ROOM 15'-10 1/2" HALLWAY HALLWAY NORTH NORTH :, ur 4`P v.mw KITCHEN 444, KITCHEN 102) &AQUI .AA VARA:AA" H t;- ., •i, • •i dJbd)tlW"C'0 / / 2'-4 1/4" 3'-11 1/2" / "+ MR'B,'tisfY°w.aSOI At .• 4 DINING 104,00, Sb"1'AW&'6l!, 24'-11 1/2"± REVIEWED FOR CODE COMPLIANCE APPROVED MAY 06 2014 City of Tukwila BUILDING DIVISION d:RIS°%h"S �Mnw�u.xatuwr.nw,¢s�azx. aaaw,w+,gym Note to city inspectors: The yellow hi-lighted/clouded path is the portion of the egress system that is required to be tested to confirm compliance with section 1006.4 IBC. DINING ki�ukM^FMItB&wrm'.4r�# xdiJ 00000,000 14.4/71 KEYNOTES 6 7 8 9 10 11 PROVIDE 2" COUNTER TOP OVERHANG AT ALL LOCATIONS & 1 1/2" RAD AT COUNTER CORNERS. ALL NEW AND EXISTING PARTITIONS TO RECEIVE 5/8" DUROCK, 1/2" MINIMuM, FROM SLAB TO 4'-4-3/4" AFF INSTEAD OF GYPSUM BOARD IN TILED AREAS. ALL NEW AND EXISTING WALLS TO RECEIVE 5/8" DUROCK, 1/2" MINIMuM, FROM SLAB TO 18" AFF INSTEAD OF GYPSUM BOARD IN COOK/KITCHEN/SERVICE AREAS. DO NOT REPLACE GYPSUM BOARD ON FIRE RATED DEMISING WALLS. CAULK MILLWORK TO PARTITIONS AND AT ALL CRACKS AND CREVICES GENERAL CONTRACTOR TO FURNISH WHITE PLASTIC LAMINATE (PL-2) COUNTER AND ADJUSTABLE WHITE PLASTIC LAMINATE (PL-2) SHELVING (ALL SHELVES 16" DEEP) CONCRETE PAD FOR SAFE TO RUN LENGTH OF DESK (6"Hx24"Dx60"L) GC TO FURNISH STAINLESS STEEL SUPPORT LEG WITH SCREW TYPE LEVELER. PROPOSED LOCATION FOR INTERIOR "OPEN" SIGNAGE. ENSURE SIGNAGE IS ON CIRCUIT SEPERATE FROM FIVE GUYS MAIN SIGNAGE. MAIN SIGNAGE TO BE CONNECTED DIRECTLY TO ELECTRICAL PANEL ON LOCKED BREAKER (NO MANUAL SWITCH) NEW PAIR STOREFRONT DOORS. RECONFIGURE ADJACENT STOREFRONT AS NECESSARY 1 /EMIS SOINGUND WALL TYNULTIO BOARD INSTALLED ON FIVE GUYS SIDE OF GC (3) 6" SODA LINES WITHIN FURRING. OUTLET FOR CHEF BASE TO HAVE A SS COVER PLATE ENGRAVED W/ 'OUTLET FOR REFRIGERATION USE ONLY' LEGEND FLOOR PLAN TELEPHONE/DATA In In IiJ 04 0 IiJ EXISTING WALLS/PARTITIONS TO REMAIN NEW PARTITIONS/DEMISING WALL n NEW PARTIAL HEIGHT PARTITION PARTITION TYPE, SEE SHEET A501 DOOR, SEE SHEET A601 NEW SLAB - SLOPE TO DRAIN DUPLEX RECEPTACLE WALL/FLOOR OUTLET If TELEPHONE OUTLET V DATA OUTLET © EGRESS OCCUPANT LOAD 120/341 REQ'D EGRESS WIDTH IN INCHES/PROVIDED EGRESS WIDTH IN INCHES (0.20" / OCCUPANT) l0g6 2 EXIT DISCHARGE. EXIT TRAVEL DISTANCE = 250' PER TABLE 115 (29 IBC) W/ SPRINKLER SYSTEM RECEIVED CITY OF TUKWILA MAR 1.9 2014 PERMIT CENTER p (LF4.00e8 00 M NICE v BAYSINGER PARTNER E 0 i a) t 0 a. a) N 0 m 0 © 2013 Baysinger Partners Architecture. This document, and the Ideas and designs Incorporated herein Is an Instrument of service of Baysinger Partners Architecture. Baystnger Partners Architecture retains all law, statuatory and other reserved rights, Including copyright thereto. This document shall not be used In whole or In part for any other prolect without the written authorization of Baysinger Partners Architecture_ ISSUED / REVISED DATE ORIGINAL ISSUE DATE 03.12.14 DRAWN BY MAV CHECKED BY PAR LIFE SAFETY AND FLOOR PLANS Alil PLAN REVIEW DOCUMENTS ' py, C.Yb Bk '. .WC&3M.0 FINISH PLAN SCALE: 1 /4"=1'-0" ID: A—FP.D}tVG ii:wl� Iw■wl, Ili 114 MALE --WASHROO 11041 EMALE- ASHR00M 105 OPEN MALE WASHROOM 104 FED ALE WASH ROO REFLECTED CEILING PLAN NORTH qr AFF IIIIIIIIIIII IIIIIIIIIII IIIIIIIIIIII 11111111 III IIIIIIIIIIII IIIIIIIIII IIIIIIIIIII IIIIIIII III IIIIIIIIIIII IIIIIIitIII' ... IIIIIIIIIII IWIILW11111111II k1 JWJI1LUI PREP ROOM ACT-2 11 SCALE: 1/4"=1'-0" ID: A—FP.D*G NORTH ..n ��ti'anua,..r..:'ii'k.�ia,'a.an'v'^+m.^ar.r:rs mn'a wauzz'r, ha m,5ti vi:Saa amn''.saraa�r�' urcreaaa,,rusuat.sm a;u' av 4rrrs,'},a.';s'r twx�°"�n4�` aa; e, wx a.: atd'tmatatsa,+M„xra s.:araa ■■C------------ •-----------------------�— 11■1■1�1�1■1:. �1■I�1O1�01111■�1111��i1 II III iirniiiiuiuurnrn_iimuuiiii____�,FRP�1111111111111 1111111.1 ■w■■■■■■■w■I" B—�w■w■■■■ww■■■■��1•111111101L_ _.i1e•1111u•1111� r �w■�1. it 1101■1_____ ���11■1� QT : m ■■w■w■■w■w■■w t LL..,r,. , ■■w■�_���I�i��i ■■w■w■■w■w■■w ;,D„20., ■■w■w ■w■�Ii■■■■r 116 ;; ::■1��1 IIo1�l�l�101 IIIII■ NOTE: ALL KITCHEN AND BATHROOM SURFACES SHALL MEET ACCEPTANCE CRITERIA OF SECTIONS 803 & 804 OF THE 2012 IBC W/ WA STATE AMENDMENTS IIIII IIIII11 11t 1I NH 11111111 H • LLWAY 11111111111 11111111111 IIIIIIIIIII 1111 11 1111 if tI tI It 11 I—JII1J11I KITCHEN 1102) 9'-2 AIN 9'-0" AFF AFF raa;�w,ran,�'amw' 10'-0" AFF dual"�uiM+th'zRA:wan C • orrr�rr.�rrrrreor.��rr�oairrrrorrrro:orrrrrroreorrr• "* rum; rcer,.1 , aw.a: xus, 'ram aa�x a L —U �► ::..1. NOTE: ALL EMERGENCY EGRESS LIGHTING TO BE IN ACCORDANCE WITH IBC 2012 W/ WA STATE AMENDMENTS SECTION 1006.4 "EMERGENCY LIGHTING SHALL BE ARRANGED TO PROVIDE AN INTIAL 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. A MAXIMUM TO MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40:1 SHALL NOT BE EXCEEDED." DINING 11'-6" �s�ad'amatcnxr�ara ACT-2 KEYNOTES 2 3 4 5 6 n 8 10 11 12 13 14 15 16 17 WATER HEATER SHELF REFER TO 12/A501 MENU BOARD TRACK LIGHTING ATTACHED TO INSIDE FACE OF BULKHEAD. HOOD. ALL GWB CEILINGS FINISHED P-7, BULKHEAD FACES FINISHED P-7. NOT USED. BULKHEAD ABOVE SERVICE COUNTER TO LINE UP WITH WALL TYPE D BELOW COUNTER BOT OF DINING PENDANT FIXTURE AT 8'-6" AFF TYP. PENDANT FIXTURES OVER COUNTER TO HAVE 6" CORD. TOP OF FIXTURE AT 8'-3" AFF TYP ALL EXPOSED HVAC MUST BE FINISHED P-3. FOR TYPICAL WALL FINISH DETAIL SEE 11/A401 FLOORING INSTALLER SEE DETAILS 9 & 10/A502. INTERIOR DOORS FINISHED P-5, SEE FINISH SCHEDULE. SEE PAGE A401 FOR CORPORATE APPROVED TYPICAL INTERIOR WALL ART APPLICATION, NO FLOOR FINISH IN THIS AREA. SEE DETAIL 5/A501 FOR PARTIAL WALL FINISHES LEGEND LIGHTING / AUDIO 0 J W U le O LED EXIT SIGN WITH WHITE THERMOPLASTIC HOUSING AND INTEGRAL BATTERY BACK UP. TWIN HEAD EMERGENCY BATTERY UNIT WITH WHITE POLYCARBONATE HOUSING AND INTEGRAL BATTERY BACK UP. CEILING MOUNTED SPEAKER a o 0 o BULKHEAD MOUNTED TRACK LIGHTS (4' TRACK/5 LIGHTS) PENDANT, SEE SHEET A601 R = RED FIXTURE, W = WHITE FIXTURE RECESSED 2' x 4' FIXTURE, SEE SHEET A601 L— RECESSED 2' x 2' FIXTURE, SEE SHEET A601 ACOUSTICAL CEILING TILE, SEE SHEET A601 GYPSUM BOARD, SEE SHEET A601 MECHANICAL DUCT, SEE SHEET M-5 QUARRY TILE, QT, SEE SHEET A601 PORCELAIN TILE, PT, SEE SHEET A601 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 06 2014 City of Tukwila BUILDING DIVISION blooSa RECEIVED CITY OF TUKWILA MAR 1: 9.2014 PERMIT CENTER CO M z W c.- c I t�C nl •c a a ' ',iv- it Q 1 H c CD cl = t o Q o o co, Le) CI" r"-"C CD i W in � ' a CD o QA'o 2 gm— LLI W t" CD `0 1 VI STREET & SUITE 2641 REGISTERED ARCHITECT RRY R. BNtR STATE OF WASHINGTON © 2013 Baysinger Partners Architecture. This document, and the Ideas and designs Incorporated herein Is an Instrument of service of Baysinger Partners Architecture. Baysinger Partners Architecture retains all law, statuatory and other reserved rights, including copyright thereto. This document shall not be used In whole or In part for any other prolect without the written authorization of Baysinger Partners Architecture. ISSUED/REVISED DATE ORIGINAL ISSUE DATE 03.12.14 DRAWN BY MAV CHECKED BY PAR REFLECTED CEILING AND FINISH PLANS A112 PLAN REVIEW DOCUMENTS ,'P"&2:�ititt;f9SWNui:U'k°A!aMx Nfl...Po�;ti`ki MABki14e9'aM'nq ^lNahaPuMIC,YtD;3 I11�I11II11�I111111IIIIIIIIIIIIIIIIII�IIIII�I11111111��II1111III I11II11�I111111IIIIIIIIIIIIIII11 iiiiiiiiiiiiiiiiiiiiiiiiiiiiii I iiiiiiiiiiiiiiiiiiiiiiiiiiiiii I iiiiiiiiiiiiiiiiiiiiiiiiiiiiii 1 1111LI LLIL 1 LILI 11.L 11111 111 W I I 111UI WI I LIU I lll. I1JJ..I I I I W I I I I1111111L I L111 I111J ILLLI 11� ..� == SHELVING PLAN SCALE: 1 /4"=1'-0" ID: A-FP.D*G >m6 .Y?,y9,+i7A1;."�rP,;ri'W6"7Y +'�� �k„,!„,„'., q'k5 Pr�'dItNM°Ai, , lt. �k4S„w'Afi1#% EQUIPMENT PLAN SCALE: 1 /4"=1'-0" ID: A-FP.Dj4G NORTH NORTH FEEE FE- 0� 000 N4Y'x :"rl �t HMM§Rn.pzPPUR,itNN1+d�N4 4�m a NW§§?& A.W °.', rl�.e ..>.k✓ 'eat.. " t d v,;, ! 1: ure < .�:° k �',."M'N1a'NM'.kb lkkb•'YM`��£'S+l�tiGiffivI11M1ktiw'IMt„k:tA C *. ti~'', M�„ n . �Y4YFtr4pfA'�'�M.9 x«'74dMu pR',?d�mY"ttl °vt k'.vfikPA%it D,;vi¢"� .r'i id;WY'N« � a�..a.'.>TSk'Eri4ikM'AM16R'ktkRAf1dPA�'Po:it m(kU1V R4 hih$dfid4pu.kY";!+k' =IIII1=—.. =1111 —■.�.-tire ■■ . — — — — MIIIMMEMMINVEMErilmVENNE 1- m,� �ta9+ip,RWRMf Osrid �7- / LLL 1,41 .irk SEE 16/A502 •••Z•Z•%%%%%%:•0:•%%:•:.•:•:•:•%%%Z•Mt7.•:..D:•:•:•:4•M•Z•:•!•X•3!.T. b:O.44•1::•:0•%%!•%%i0i. r•1 *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 n • t require a mechanical permit. ter, ,sA1C.�uN',ary,VM.i'eWd.^� REVIEWED FOR CODE COMPLIANCE APPROVED MAY 06 2014 TrN4•nrilQ �a�tryq,44'i KEYNOTES 1 2 3 4 5 6 7 8 9 11 12 13 14 15 GENERAL CONTRACTOR TO VERIFY KITCHEN EQUIPMENT REQUIREMENTS, LOCATIONS, ETC. WITH KEC CONSULTANT PRIOR TO INSTALLATION. ALL EQUIPMENT SPECIFIED, INCIDENTAL AND CUSTOM, WHETHER NEW OR RECONDITIONED, INCLUDING ANY FRANCHISEE APPROVED OR PROVIDED SUBSTITUTES SHALL BE COMMERCIAL QUALITY AND SHALL MEET ALL APPLICABLE IBC, NSF, AGA AND UL STANDARDS. NSF APPROVED STAINLESS STEEL SHELVING, WORK TABLES AND EQUIPMENT STANDS IN KITCHEN, SERVICE AREA AND WALK—IN BOXES. ALL FLOOR MOUNTED EQUIPMENT SHALL BE PLACED ON NSF APPROVED 6" LEGS OR CASTERS, ALL COUNTER MOUNTED EQUIPMENT IN EXCESS OF 80 POUNDS, SHALL BE PLACED ON NSF APPROVED 4" LEGS. COOK LINE EQUIPMENT TO BE ON NSF APPROVED CASTERS WITH FLEXIBLE UTILITY LINE CONNECTORS. HANGING STORAGE RACK SHALL BE PROVIDED AT MOP SINK FOR BROOMS AND MOPS. ALL CLEANING SUPPLIES SHALL BE STORED SEPARATE FROM ALL FOOD PRODUCTS. SURFACE MOUNTED LIQUID SOAP, PAPER TOWEL DISPENSERS AND WASTE RECEPTACLE SHALL BE PROVIDED FOR ALL HAND SINKS. SPLASH GUARDS ARE REQUIRED ON ALL SINKS THAT ARE WITHIN 6" OF POTENTIAL SPLASH CROSS CONTAMINATION OR FOOD PRODUCTS AND ON ALL HAND SINKS. 3 COMPARTMENT SINK TO HAVE 1 FAUCET AND 1 PRE —RINSE NOZZLE, 4 COMPARTMENT SINK TO HAVE 2 FAUCETS AND 2 PRE —RINSE NOZZLES. ALL OUTSIDE CORNERS TO RECEIVE STAINLESS STEEL GUARDS, BASE TO 60" AFF IN KITCHEN, BASE TO TOP OF TILE IN DINING (ITEM 52). (3) 6" PVC SLEEVES FOR SODA LINE FROM ABOVE CEILING TO INSIDE CABINET. (1) FOR IMMEDIATE USE, (2) FOR FUTURE USE. PROVIDE ANSUL PULL RING ADJACENT TO EXIT FROM COOK AREA. EXHAUST HOOD CONTROLS LOCATED AT HIGH LEVEL ADJACENT TO HOOD. ANSUL FIRE PROTECTION SYSTEM AT HIGH LEVEL ADJACENT TO HOOD. FRYER AND COOKED FRY STATION MUST NOT OVERLAP LOCATION OF PERMANENT OCCUPANCY LOAD SIGNAGE. PROVIDE A PERMANENT SIGN IN A CONSPICUOUS LOCATION STATING "MAXIMUM ROOM CAPACITY 103 PERSONS". DINING ROO V) SEATING SEATING COUNT INTERIOR SEATING 4TOP — 4x22 = 88 2TOP — 2x6 =12 TOTAL INTERIOR = 100 EQUIPMENT TAG — SEE SCHEDULE, SHEET A602 RECEIVED CITY OF TUKWILA MAR 1.9 2014 PERMIT CENTER bp+--ooec3 CO M wezt CG LLJ H tie VICD W D W tad I.L - 'Q G1C QW f�G Nimmi m (D W�r.,�� 1.1.- BAYSINGER PARTNERS terW z, E ,o 0 It 6'e �r- `11 t col ci i") aL cri `e3 W tel ix? c cu o pGa... 'Q "'o a� c o s LU ton C.Do 1,1 att W 1- oa f-- W W cc to © 2013 Baysinger Partners Architecture. Thls document, and the Ideas and designs Incorporated herein Is an Instrument of service of Baysinger Partners Architecture. Baysinger Partners Architecture retains all law, statuatory and other reserved rights, including copyright thereto. Thls document shall not be used In whole or In part for any other project without the written authorization of Baysinger Partners Architecture. ISSUED / REVISED DATE ORIGINAL ISSUE DATE 03.12.14 DRAWN BY MAV CHECKED BY PAR EQUIPMENT SHELVING PLANS A113 PLAN REVIEW DOCUMENTS DINING ROOM - SOUTH VIEW SCALE: 1 /2"=1'-0" ID: A401 F 11 li If REVIEWED. FORz. `""" CODE COMPLIANCE APPROVED MAY 0 6 2014 City of Tukwila E�IILDIIIIG DIVISION P-9 I I III 11 III 11 III I 'III III II it III Il 1111 S Illii III (IIII II I DINING ROOM - NORTH VIEW SCALE: 1 /2"=1'-0" ID: A401 11] P-9 - PICK UP roPpEP tirpr MENU BOARD n II 11 II RECEIVED CITY OF TUKWILA MAR 1 9 2014 PERMIT CENTER b+ooaB FRS, INC. SOUTHCENTER NA 13089 ti, 2641 REGISTERED ARCHITECT PRY R. B N R STATE OF WASHINGTON © 2013 Baysinger Partners Architecture. This document, and the Ideas and designs Incorporated herein Is an Instrument of service of Baysinger Partners Architecture. Baysinger Partners Architecture retains law, statuatory and other reserved rights, Including copyright thereto. This document shall not be used in whole or in part for other protect without the written authorization of Baysinger Partners Architecture. all any ISSUED / REVISED DATE ORIGINAL DRAWN ISSUE DATE 03.12.14 BY MAY CHECKED BY PAR INTERIOR ELEVATIONS A401 PLAN REVIEW DOCUMENTS 40 30 Cc 30 CET 111l ■I II■III■I IH ■III INI I ■ ■111■ ■I HNH I■ E■ E I■P II ■H1H■I ■Hfl1■ ■I ■I e 11■111■ 0■I IiIII■I■ It■III■ 11i■I11■ 1 1111IIII■1 I ■III■el■ ill■1il® IIII■Iill■I11■I ■!I ■ 1■ 1III II'■Jill■III■I1.■I I■! 1•11,'■.IJ■l 1■IIJ■IIII■.CI■ It H■JIl■ ■1 le DINING ROOM EAST VIEW SCALE: 1 /2"=1'-0„ ID: A401 fec pec P-9 111 1 111111111111111 111 II I ���iiiil���� ��J �i II II I ■■■i■i�eiiL M1�Ii■■ i ■.1■! NI ■alh■�1�! MI IN III II IIN ■I IN II NI am ■ ■ i■III.■II■ Erin ■Ii■II■iI■ um II■III■ ■ i■II■ um me II I1 III (111E—MIIMILIMIA 1 u HALL II -11 1 11 111 If 11 1 1 11' I• 11 IL fI 111 11111 11 11 HALLWAY — SOUTH VIEW SCALE: 1 /2"=1'-0" ID: A401 REVIEWED REVIEWED FOR CODE COMPLIANCE APPROVED MAY 06 2014 City of Tukwila BUILDING DIVISION IL III I[ III i1 11 ti 1! III ill Oil IHI■ , ■ 1111 l ■I I■ 1111 H l■ J II Il ■ IJ I111 IJ • i ii i 1lilli■ll�i■!11■111■II •I11ui11■111 1i II■IIIIII IIIIII■III ■ I ■ I I MI IIII ■ I: ■IIII■III ■ i l II LJJ PeC 4'-0" TYP 8 1 /2" ,,TYPE, ih 1[ 111 11 11111 IIII 111 III 111 1111111L III 111 a1 _I 1 11 11 I I MI NM 1 II III II 111 Ill L I f I I 1 HALLWAY — EAST VIEW SCALE: 1 /2"=1'-0" ID: A401 RECEIVED CITY OF TUKWILA MAR 1 9 2014 PERMIT CENTER 1+.008 c; FRS, INC. SOUTHCENTER NA13089 2641 REGISTERED ARCHITECT RRYRBAN R STATE OF WASHINGTON © 2013 Baysinger Partners Architecture. This document, and the Ideas and designs Incorporated herein 1s an instrument of service of Baysinger Partners Architecture. Baysinger Partners Architecture retains law, statuatory and other reserved rights, including copyright thereto. Thls document shall not be used in whole or In part for other protect without the written authorization of Baysinger Partners Architecture. all any ISSUED / REVISED DATE ORIGINAL DRAWN ISSUE DATE 03.12.14 BY MAV CHECKED BY PAR INTERIOR ELEVATIONS A402 PLAN REVIEW DOCUMENTS rn It P-9 P-9 1 1 11 III 1! 1 r L 11 11 1 lui 1 Iliid I II I 11 III 111 111 111� 1 III 1 11111 II 11 EQUAL —— / EQUAL tec 4'-0" TYP EQUAL III Milli hllllll 1 IIlI� II Illlfl III 1 I1111 11 ti IIII J1 1111 111 III1I1I111 I 1111 II 11 I I� 11111 III 1111 1111 11 !I III I I 111 1111 I II IIIIIII IIIIIIIIIII �lllllll�Il� I 11 1 1 ■ I ■ I■1 la■ I la ■III 11■ a I■ a 11111 ■I 1■ 1 IN 1 ■ 1 I ■11 MI III ■ I I ■III ■ 1111 ■ ■ ■ I In . I ■ I ■ I ■ i■ I ■ ■11 1■II ■ III■11!■1111■11■II1■IIII■III■111■11i1■11111■-11■111■1111■III■II■111■111■1NII■III ■ NIII 1111 1111111E II■1 I■111101 [■IIII I ■ ■ I■ 11111 11 111 ■ 1 IN 1 ■ ■ i 'I■ I■ 1' 11 ■1 ■I NI III II III ■ ■III ■I 11111111 I I■III 111111 ■11■ I 'I®i I ■II ■I 1■1' 11 I',■I DINING ROOM —WEST VIEW SCALE: 1 /2"=1'-0" ID A401 11 EQUAL N � 4'-O" TYP 8 1/2" TYP tec 4'-O" TYP tec 4'-0" TYP EQUAL EQUAL ■IIII■II■ I■ ■ 111 Mk 11 HALLWAY —WEST VIEW SCALE: 1 /2"=1'-0" ID: A401 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 06 2014 City of Tukwila BUILDING DIVISION ( • it 1 !1 I, 01 11 MI 1 !R • • • a • • • • vvvvvv��vv�dvv rvvvvvvvv/bvv� vvvvvvv vvvv rvvvvvv vvvvN vvvvvv vvvvv rvvvvv/vvvvvv vvvvyvvvvvvv rvvvivvvvvvvvN vvv vvvvvvvv rvv/vvvvvvvvv' v_vvvvvvvvvv r/vvvvvvvvvvv' b • vv vvvgvvvvvv vvv\vvvvvvvv' vvvv vvvvvvv ►vvvv vvvvvv[ vvvvv vvvvvv rvvvvvv\vvvvv, vvvvvvv'vvvv vvvvvvvv. vvv' vvvvvvvv vvv ►vvvvvvvvv"av, vvvvvvvvvv*v rvvvvvvvvvvv� 1 11 1■111■111■I ■I ■. Ili■ IIII■III■II. 1■I. I'■ 11■IIII'■ I■'. HALLWAY — NORTH VIEW SCALE: 1 /2"=1'-0" ID: A401 bOo8� RECEIVED CITY OF TUKWILA MAR 1 9 2014 PERMIT CENTER RS, INC. SOUTHCENTER NA 13089 2641 REGISTERED ARCHITECT PRY R. B N R STATE OF WASHINGTON © 2013 Baysinger Partners Architecture. This document, and the ideas and designs Incorporated herein is an Instrument of service of Baysinger Partners Architecture. Baysinger Partners Architecture retains law, statuatory and other reserved rights, Including copyright thereto. This document shall not be used In whole or In part for other prolect without the written authorization of Baysinger Partners Architecture. all any ISSUED/REVISED DATE ORIGINAL DRAWN ISSUE DATE 03.12.14 BY MAV CHECKED BY PAR INTERIOR ELEVATIONS A403 PLAN REVIEW DOCUMENTS 2"x3"x1 /8" STEEL TUBE WELDED TO 4"x5"x1 /2" PLATE, ATTACH TO CONC SLAB W/(4) HILTI HAS -SUPER RODS 1/2" DIA., IN HY 150 MAX ADHESIVE, 3" EMBEDMENT 6 1/4" . us. T.T. • .T. T.T. ... TAT 00 , r.0 T.T. AO .•.. " j..T. W. ,{ • O► pq 'Ave =, OA jaAN KITCHEN SIDE .iiiiiiiir. DINING SIDE ALL SHEETING BEHIND TILE TO BE 5/8" DUROCK, ALL SHEET] G BEHIND FRP TO BE 5/8" EXTERIOR GRADE PLYWOOD WITH FIRST 18" BEING 5/8" DUROCK. REINFORCEMENT POST ONLY AT PARTIAL HEIGHT WALL & DRESSING/WRAP TABLE WALL LOCATIONS THAT ARE FREESTANDING, OVER 4'-0" AND DO NOT TERMINATE AT A WALL RETURN OR FULL HEIGHT WALL 14GA STAINLESS STEEL CAP, NO 4 FIN, HORIZ GRAIN, ALL WELDS TO BE GROUND SMOOTH, BLEND IN W/ MILL FIN, DE -BURR ALL SHARP EDGES BLOCKING MTL TRACK 20GA T&B SECURED STUD TO STEEL BRACE POST © 4'-0" 0.C. 5/8" EXT GRADE PLYWD ON 3 5/8 MTL STUDS CO 24" OC SILL PARTITION TYPE E SCALE: 3"=1'-0" ID A-FlLENAI4E 5/8" CEMENT BD ON 3 5/8-20GA MTL STUDS ® 24" O.C. PITTCON SOFTFORMS SKB KNEE BRACE KIT, INSTALL PER MANF. SPECIFICATIONS r . CIL 0 © © 4 0 A A v vl 10 I 'r . 0 �/is-4" MAX. 0 6'-0" (MAX.) r 4'-0" 4'-0" / LATERAL BRACE / CO 12'-0" O.C. / 0 MAIN RUNNERS OF AN "HEAVY DUTY" SUSPENSION SYSTEM AT 4'-0" O.C., SUPPORTED WITH NO. 12 WIRES AT 4'-0" 0.C. (OR NO. 10 WIRES AT 5'-0" O.C.) HANGER ATTACHMENT SHALL SUPPORT 5 X CEILING LOAD, 50 LBS. MINIMUM. O2 CROSS RUNNERS SUPPORTED BY MAIN RUNNERS OR OTHER CROSS RUNNERS. O PROVIDE STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER. O HANGER SYSTEM TO BEGIN WITHIN 8" IF PERIMETER. O LATERAL BRACING SYSTEM TO BEGIN WITHIN 6 FEET OF PERIMETER AND WITHIN 2 INCHES OF CROSS RUNNER INTERSECTION. (4) 12 GA. WIRES SECURED TO MAIN RUNNER AND SPLAYED 90 DEGREES FROM EACH OTHER IN PLAN AND AT AN ANGEL NOT EXCEEDING 45 DEGREES FROM CEILING PLANE. BRACE AT 12 FEET 0.C, EACH WAY. Qs VERTICAL COMPRESSION STRUT AT EACH LATERAL BRACE LOCATION. STRUT TO BE 3/4" INCH SQ. H.D. TUBING WITH SPRING CLIPS AT EACH END AS MANUFACTURED BY ROBLIN PRODUCT SYSTEMS OR SIMILAR. CONNECTION DEVICES TO BE OF APPROVED TYPE AND HAVE 100% COMPATIBILITY. 0 AT HANGERS MORE THAN 1:6 OUT OF PLUMB, PROVIDE COUNTERSLOPE HANGERS. O WHERE HANGAR WIRES ARE NOT POSSIBLE DUE TO OBSTRUCTIONS, PROVIDE A TRAPEZE OR EQUIVALENT DEVICE. TRAPEZE SUSPENSIONS FOR SPANS EXCEEDING 48 INCHES SHALL BE A MINIMUM OF BACK TO BACK 1 I" COLD ROLLED CHANNELS. Os EACH ANCHOR TO HAVE 100 LB. WITHDRAWAL STRENGTH. C) LIGHT FIXTURE SUPPORT: A. WITH "HEAVY DUTY" SUSPENSION SYSTEMS, 12 GA. HANGERS SHALL BE ATTACHED TO THE GRID MEMBERS WITHIN 3 INCHES OF EACH CORNER OF EACH FIXTURE - TANDEM FIXTURES MAY USE COMMON WIRES. B. LIGHT FIXTURES WEIGHING LESS THAT 56 POUNDS REQUIRE TWO 12 GA. SLACK WIRES FROM THE FIXTURE HOUSING TO THE STRUCTURE ABOVE. C. LIGHT FIXTURES IN EXCESS OF 56 POUNDS SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE. D. ALL LIGHTING FIXTURES SHALL BE POSITIVELY ATTACHED TO THE CEILING SUSPENSION SYSTEM WITH TEE BAR LIGHT CUPS OR SIMILAR DEVICES. 0 PROVIDE SEISMIC CONTROL JOINT MAXIMUM 2500 SF SEISMIC CEILING NOTES SCALE; NTA ID: A501 HEAD (FRP) SILL ... kV. LT OVO :: Avenm AO r... .ni r.T. ..., py :.. .... .ni pT. nm AO el rt. ,.., AveAVV A4 .T. .T. TATA .T. ::3 r.T. V.y erAv v.v. Inv ,To r.T. ,n.. FAY,. FAVA pq GLUE UNDERSIDE OF COUNTER — BLOCKING 3 5/8" STEEL TRACK 5/8" GYPSUM BOARD ON 3 5/8" METAL STUDS BOTH SIDES 5/8" DUROCK ON 3 5/8" METAL STUDS BOTH SIDES FASTEN TO METAL RUNNER NOTE: ALL SHEETING BEHIND TILES TO BE 5/8" DUROCK. ALL SHEETING BE 5/8" PLYWOOD WITH FIRST 18" BEING 5/8" DUROCK. PARTITION TYPE D SCALE: 3"=1'-0" ID A-FlLENAME 3 5/8" METAL TRACK SUPPORT AT STRUCTURE ABOVE 3 5/8" 20 GA. DIAGONAL BRACE AT 24" OC TO STRUCTURE ABOVE 5/8" GWB ON 3 5/8" 20 GAUGE METAL STUDS ® 16" O.C. SUSPENDED CEILING PROVIDE (2) TITUS AERO BLADE GRILLES, MODEL # 23RL, SURFACE MOUNT, 36" WIDE X 24" HIGH. PROVIDE HINGED JL ACCESS DOOR (24"X30" FLUSH TM2430) ABOVE COOLER. COORDINATE HEIGHT OF PANEL WITH MAX AVAILABLE HEADROOM. PAINT WHITE. FRP FINISH PROVIDE STAINLESS STEEL LATCH AND HASP BACKER ROD AND SEALANT CONTINOUS AT COOLER PERIMETER FRAMING ATTACHED TO ADJACENT WALLS. DO NOT ATTACH TO COOLER ENVELOPE. BEHIND FRP HEAD GWB CEILING (WHERE APPLICABLE) SILL NOTE; ALL SHEETING BEHIND TILES TO BE 5/8" PLYWOOD WITH FIRST 1 TO PAINTED SURFACES TO BE 5/8" MOISTURE RESISTANT. SEE RCP r.T, Av rei .T. rAn evo cvo orAv ivA ,T. r.T.: ,nr.nnnnnnnnnnnnnnnlr KITCHEN III Elloommou PROVIDE LIGHT ABOVE AND PULL STRING AT LATCH SIDE OF DOOR COOLER BULKHEAD & ACCESS PANEL SCALE: NTS ID: A501 1/2" WASHER & NUT TRUSS ACOUSTICAL CEILING, SEE 2/A-5 FORje CEILING HEIGHT SWAGE COMPATIBLE W/ AIRCRAFT CABLE & SUPPORTED WEIGHT, TYP q. DIFFUSER NOTE: SPIRAL DUCT, GRILLES/DIFFUSERS AND HANGER WIRE TO BE FINISHED P-3. FULL TILE AT HANGER WIRE LOCATIONS, GLUE BLACK GROMMET IN HANGER WIRE OPENING. *** DO NOT BOX OUT SUPPLY REGISTER ROOF 1 5/8" SLOTTED UNISTRUT (P1000T) 1/2" EYE BOLT GALVANIZED AIRCRAFT CABLE BLACK GROMMET: MASTER CASTER # 00209, 2 3/8" DIA. (GRAINGER ITEM # 1APU1) LOW PROFILE GRILLE. SEE MECH DWGS FOR SPEC SPIRAL GASKETTED DUCTWORK N r... ,T.y r.T. r.T. r.T. FA% OAS r.!. I kVAT A! r.T. VAT r.T. UNDERSIDE OF STRUCTURE ACOUSTICAL CEILING (WHERE APPLICABLE) CEILING ANGLE (WHERE APPLICABLE) 5/8" GWB/PLYWOOD ON 6" METAL STUDS BOTH SIDES. SEE 1/A5 FOR FINISH TO DETERMINE SUBSTRATE FASTEN TO METAL RUNNER BASE AS SCHEDULED BE 5/8" DUROCK. ALL SHEETING BEHIND FRP TO 8" BEING 5/8" DUROCK. ALL SHEETING BEHIND GWB. ALL SHEETING IN REST ROOMS TO BE FOR CEILING HEIGHTS. PARTITION TYPE C SCALE: 3"=1'-0" ID: A-FlLENAI,IE SUBSTRATE ABOVE 20 GA DEFLECTION TRACK W/ #8x) " WAFERHEAD FRAMING SCREWS RESTRAINING ANGLE METAL STUD FRAMING PER WALL TYPE �REVIEWED FOR CODE COMPLIANCE APPROVED MAY 06 2014 City of Tukwila BUILDING DIVISION NOTE: - ATTACH TRACK TO SUBSTRATE PER SUBSTRATE CONNECTIONS LISTED BELOW CONN TO SUBSTRATE: CONC; 0.145"x44" POWER ACTUATED FASTENERS @ 24" OC MAX WOOD: #6 WOOD SCREWS 24" OC MAX METAL: #8 SCREWS ® 24" OC MAX STEEL: 0.145"x" POWER ACTUATED FASTENERS ®16"OCMAX DEFLECTION HEAD DETAIL SCALE: 3"=1'-0" CONT. TRACK, (®BOTH ENDS OF STUDS). ATTACH TO STUDS. 3 1/2" MIN BEARING 3 5/8" 18 GA. METAL CSJ STUD © 6" 0.C. NOTE: LOAD BEARING WALL FRAMING ABOVE & BELOW MUST ALIGN W JOISTS, " PROVIDE - CLEAR SPACE FOR REMOVAL OF WATER HEATER J 0 _ 0 HEAD GWB CEILING (WHERE APPLICABLE) WASHROOM SILL NOTE: ALL SHEETING BEHIND TILES TO BE 5/8" DUROCK. ALL SHEETING BEHIND FRP TO BE 5/8" PLYWOOD WITH FIRST 18" BEING 5/8" DUROCK. ALL SHEETING BEHIND PAINTED SURFACES TO BE 5/8" GWB. ALL SHEETING IN REST ROOMS TO BE MOISTURE RESISTANT. SEE RCP FOR CEILING HEIGHTS. PARTITION TYPE B nj LT., ran inky ,T. r.T. Cve UNDERSIDE OF STRUCTURE ACOUSTICAL CEILING (WHERE APPLICABLE) CEILING ANGLE (WHERE APPLICABLE) 5/8" GWB ON 3 5/8" METAL STUDS BOTH SIDES 3 5/8" FIBERGLASS INSULATION FASTEN TO METAL RUNNER BASE AS SCHEDULED ACOUSTICAL CAULKING SCALE 3"=1'-0" ID: A-tILENAI1E MIN 22 GA CONT- TRACK, SPLICE ONLY © BRACES, WALL CORNERS OR WALL INTERSECTIONS T/WALL 11'-0" MIN 7 6 50 350S162-33 BRACE AT 4'-0" OC WHERE REQUIRED. • ATTACH TO WOOD PURLINS W/ (2) #10 SCREWS CUT © BEND BRACE STUD, FASTEN WITH (2) #8 SCREWS (2) #10 TEK SCREWS TYP BRACE TO TRACK PROVIDE SIMPSON 'H4' HANGERS CO SUBPERLINS SUPPORTING PARTITION BRACES SUSPENDED CEILING PER PLAN PARTITION WALL PER PLAN WALL BRACING DETAIL SCALE: NTS ID: A501 3 5/8" CSJ-18 GA. © 6" METAL STUD WALL SHELF & WALL FRAMING (EA. END) TO SUPPORT WATER HEATER. B/SHELF = 6'-8" A.F.F. MOP SINK. SEE EQUIPMENT PLAN ON A500. 3 5/8" -18 GA. CSJ FLOOR JOISTS ® 6" PLYWOOD WATER HEATER, APPROX WT = 1070 LBS. SEE EQUIPMENT PLAN ON A500. FLOOR DRAIN. RUN T&P RELIEF LINE THRU WALL TO FLOOR DRAIN. 3 5/8" CSJ-18 GA. © 6" METAL STUD WALL PROVIDE (2) NO.8 SCREWS AT TRACK RUNNERS AT ROOF DECK AT BULKHEADS, 24" 0.C. SEAL BULKHEAD TO DECK 3 5/8" 20GA. METAL STUD BRACING BULKHEAD: MTL 3 5/8" 20GA. FRAMING ® 16" 0.C. W/ 5/8" GYP BD. & FRP FINISH, TYP BULKHEAD FOR ALL SIDES AROUND WATER HEATER WATER HEATER SHALL BE STRAPPED & BOLTED IN PLACE PER THE MANUFACTURER'S RECOMMENDA11ONS & PER BLDG CODE /WATER HEATER SEE A602 ITEM 37C /ASS CORNER GUARDS ON ALL HORIZONTAL AND VERTICAL CORNERS i 7_- 16 GA. GALV. PAN UNDER WATER HEATER W/ DRAIN LINE DOWN THRU WALL TO DRAIN INTO MOP SINK 2-6" 1, -SCREW EDGE TRACK INTO EACH STUD WITH 2-#10 STSM SCREWS -SHELF CONSTRUCTION (TOP TO BOTTOM) • STAINLESS STEEL CAP • 3/4" PLYWOOD • 3 5/8" 18 GA. METAL CSJ STUD CO 6" OC • 5/8" PLYWOOD • FRP CONT TRACK (BOTH ENDS OF STUDS). ATTACH TO STUDS 3 5/8" 18 GA METAL CSJ STUD CO 6" OC AT ALL WALLS SUPPORTING WATER HEATER PLATFORM REFER TO FLOOR PLAN FOR PARTITION TYPE 3/4" T&P RELIEF LINE DOWN THRU WALL TO FLOOR DRAIN. SEE 1 /A111 MOP SINK. SEE A602 ITEM 27c 2'-6" MIN., REFER TO PLANS 6'-0" MAX., REFER TO PLANS. ASCE STANDARD 9.6.2.6 For Suspended Ceilings 9.6.2.6.2.2 Seismic Design Categories D, E, and F. Suspended ceilings in Seismic Design Categories, E, and F shall be designed and installed in accordance with the CISCA recommendations for seismic Zones 3-4 (Ref. 9.6-17) and the additional requirements listed in this subsection. a. A heavy duty T-bar grid system shall be used. b. The width of the perimeter supporting closure angle shall be not less than 2.0-in. (50 mm). In each orthogonal horizontal direction, one end of the ceiling grid shall be attached to the closure angle. The other end in each horizontal direction shall have a 3/4-in. (19 mm) clearance from the wall and shall rest upon and be free to slide on a closure angle. c. For ceiling areas exceeding 1000 ft2 (92.9 m2), horizontal restraint of the ceiling to the structural system shall be provided. The tributary areas of the horizontal restraints shall be approximately equal. RECEIVED CITY OF TUKWILA MAR 1 9 2014 PERMIT CENTER NOTES: LOAD BEARING SHELF FRAMING MUST ALIGN WITH WALL FRAMING BELOW. FINISH ON WALLS TO BE FRP AND B-1. GC TO CONFIRM HEIGHT OF HEATER AND ADJUST HEIGHT OF SHELF PER CEILING HEIGHT. INFORM ARCHITECT OF HEIGHT CONFLICTS PRIOR TO INSTALL HEAD GWB CEILING (WHERE APPLICABLE) SILL NOTE: ALL SHEETING BEHIND TILES TO BE 5/8" DUROCK. ALL SHEETING BEHIND FRP TO BE 5/8" PLYWOOD WITH FIRST 18" BEING 5/8" DUROCK. ALL SHEETING BEHIND PAINTED SURFACES TO BE 5/8" GWB. ALL SHEETING IN REST ROOMS TO BE MOISTURE RESISTANT. SEE RCP FOR CEILING HEIGHTS. PARTITION TYPE A UNDERSIDE OF STRUCTURE ACOUSTICAL CEILING (WHERE APPLICABLE) CEILING ANGLE (WHERE APPLICABLE) 5/8" GWB ON 3 5/8" METAL STUDS BOTH SIDES FASTEN TO METAL RUNNER BASE AS SCHEDULED SCALE: 3"=1'-0" IDI A-FlLENAME 4" TO EDGE OF DOOR, U.N.O. _ zt rn ♦ ♦ 0 DOOR 4 7/8" LOCATE SENSOR 8" FROM DOOR 48" ABOVE FINISHED FLOOR TO CENTERLINE OF SWITCH STANDARD FLOOR MOUNTED DOOR STOP, SEE SCHEDULE ALTERNATE SENSOR LOCATION 6" FROM DOOR PLACEMENT (NTS) HEAD JAMB SUPPORT TO UNDERSIDE OF DECK 5/8" GYPSUM BOARD ON 3 5/8" METAL STUDS METAL FRAME DOOR 5/8" GYPSUM BOARD ON 3 5/8" METAL STUDS METAL FRAME METAL ANCHOR DOOR 2-20 GAUGE METAL STUDS ON EITHER SIDE OF DOOR TO UNDERSIDE OF SLAB. PROVIDE 20 GAUGE METAL STUD BRACE AT 45 DEG. TO UNDERSIDE OF SLAB ON LATCH SIDE OF DOOR JAMB PLACEMENT DETAILS SCALE: 1 1 /2"=1'-0" IDI A501 5/8" METAL STUD SUPPORT TO STRUCTURE ABOVE METAL STUD BRACING 5/8" GYPSUM BOARD ON 3 5/8" METAL STUDS CO 24" OC ACOUSTICAL CEILING, SEE PLAN FOR HEIGHT SERVICE -0" AFF ti" rl rc- T' t.." at1JI as.., : l J J...M4 ti-• SEE 2/A-5 DINING CN coo elge W H W g2e W ;; 4::::) me '" eke graCC LLJ QG ® m V'f L.L. STREET & SUITE 2641 REGISTERED ARCHITECT RRY R. BA&S STATE OF WASHINGTON 0 2013 Baysinger Partners Architecture. This document, and the Ideas and designs Incorporated herein is an instrument of service of Baysinger Partners Architecture. Baysinger Partners Architecture retains all law, statuatory and other reserved rights, Including copyright thereto. This document shall not be used in whole or In part for any other prolect without the written authorization of Baysinger Partners Architecture. ISSUED / REVISED DATE ORIGINAL ISSUE DATE 03.12.14 DRAWN BY MAV CHECKED BY PAR DETAILS A501 SPIRAL DUCT HANGING & FINISHING SCALE: 3/4"=1'—O" ID: A601 WATER HEATER SHELF SECTION SCALE: 1 /2"=1'-0" ID: A-FlLENAVE RECEPTION BULKHEAD SCALE: 1 1 /2"=1'-0" IDI A601 PLAN REVIEW DOCUMENTS MALE WASHROOM 104 1 I 0 u J ( o TT i \\ • \ \ • •PP FEMALE WASHROOM 1105) 4 OPP \ OPP 4) • • MALE & FEMALE WASHROOM PLAN SCALE: 1 /2"=1'-0" ID: A-FlLENAUE 39"-41" / 12" 42" MIN. MAX. .® e 1I1 rn c0 co \ \ WASHROOM ELEVATIONS SCALE: 1 /2"=1'-0" ID: A-FlLENAI,IE PROVIDE OCCUPANCY SENSORS AND DOOR STOPS IN EACH WASHROOM KEYNOTES TILE PATTERN TO BE ON ALL WALLS IN DINING, REST ROOMS AND ALL AREAS VISIBLE TO PATRONS. ALL SHEETING BEHIND TILES TO BE 5/8" DUROCK, ALL SHEETING BEHIND PAINTED SURFACES TO BE 5/8" GYPSUM BOARD. ALL SHEETING IN REST ROOMS TO BE MOISTURE RESISTANT. FULL TILES START AT BOTTOM. BULLNOSE TOP TILE AT ALL WALLS. CUT TILE AT TOP ® MILLWORK. TILE TO WRAP ONTO SILL UP TO MULLIONS AT STOREFRONT KNEE WALL WHERE APPLICABLE FOR ALL FIXTURES IN RESTROOM AREAS, SEE FIXTURE & ACCESSORY SCHEDULE ON SHEET A-601 BOTH WASHROOM EXTRACTOR FANS TO BE OPERATED BY PREP ROOM LIGHT SWITCH GC TO VERIFY LOCATION OF SOAP AND HAND TOWEL DISPENSER WITH DIRECTOR OF OPERATIONS BEFORE INSTALLATION Jln r CT-1/2 \ • \\ • • • • \\ / LL LL co EQ/ 2'-10 3/8" CERAMIC TILE QUARRY COVE 9 50 PRIVATE PUBLIC THIN SET QUARRY TILE CERAMIC TILE CERAMIC TILE THRESHOLD PORCELAIN CUT TILE 1/8" THICK METAL EDGE FLASH PATCH COVE & TRANSITION SECTION SCALE: 1"=2" ID: A502 1/8" THICK METAL EDGE THIN SET CERAMIC TILE PEMKO 168A HALF SADDLE THRESHOLD TYPICAL AT ALL EXTERIOR DOORS- 6" WIDE x DOOR WIDTH DIAMOND PLATE THRESHOLD EXTENSION AT DOUBLE STOREFRONT DOORS ONLY FIXED TO SLAB NOTE: BID AS AN ALTERNATE TO A REGULAR ) " HIGH ADA COMPLIANT THRESHOLD. CONFIRM WITH OWNER WHICH TO INSTALL 2'-10 3/8" DIAMOND PLATE THRESHOLD DETAIL SCALE 1"=2" ID: A502 CT-1/2 1 2'-10 3/8" / x 0 3'-1„ \ \ \ W J J J ////.,,/A / SEE 2/A-5 FOR HEIGHT CT-2 -rTTTnTT-I-T1-r1TTY B-2 TYP TILED WALL ELEVATION SCALE 3/8"=1'-0" ID: A502 / EQ. EQ. TOOL KEY It A = 6 1/4" o ao B=81/2" C=18" D = 24" '(24") MCGUIRE TOOL DETAIL C (18") MIN APT" / 30" MA/ Apr if B EQ. APT APT EQ. APT A 0 1 r 1 1 NOTE: SITE SPECIFIC, VERIFY WALL ART SPACING WITH FGE/FGO ARTWORK LAYOUT INSTALL DETAIL SCALE: 3/8"=1'-0" ID: A502 / 1 K 1'-3" / 3'-1" \ i Z c0 M POS 1 SEE PLAN POS 2 POS 3 (ADA) EQ. PHONE OUTLET cv LOCATIONS (3 PHONES)-\ EQ. a oo EQ. PHONE OUTLET LOCATION (1 PHONE) \ EQ. E CAT 6 TO SERVER MANAGERS DESK NOTE: PHONE JACK AND PHONE MOUNTS TO BE ON END OF KNEE WALLS IN CORPORATE STORES. GENERAL CONTRACTOR TO FURNISH RING AND STRING FROM POS LOCATION TO OFFICE LOCATION AND 1" CONDUIT IN WALL BEHIND OFFICE DESK. ALL RECEPTACLES TO BE GFI. POS UNDERCOUNTER ELEVATION 11 EQ,{s/keEQ. CAT 6 TO SERVER, DEDICATED DUPLEX FOR EACH POS, TYP CAT 6 FROM POS 2 PORT TO REMOTE PRINTER PORT FRP SCALE: 3/8"=1'-0" NOTE: REFER TO FLOOR PLAN ID: A5o2 FOR ORIENTATION/HANDING PITTCON SOFTFORMS SKB KNEE BRACE KIT, INSTALL PER MANF. SPECS, TYP OF 2 5'-6" N FRP �� cam\ 57 110IE 000 .4 cam\ N 0 c0 I I I I L ,I J 1 1 L STAINLESS STEEL CAP DRESSING TABLE, (EQUIP TAG 15A) (HIDDEN) PRINTER SHELF (HIDDEN) WRAP SST CAP DOWN WALL, TYP BOTH SIDES FOR PRINTER, CAT 6 TO POS 2, DEDICATED DUPLEX WARMER SHELF (HIDDEN) FOR WRAP TABLE FOR WARMER FOR DRESSING TABLE START OF DRESSING TABLE WALL NOTE: ALL RECEPTACLES TO BE GFI. CAT 6 FROM REMOTE PRINTER PORT TO POS 2 PORT PRINTER, WARMER AND TABLE RECEPTACLES MUST ALWAYS BE LOCATED AT WARMER SHELF END OF WALL. SEE A113 FOR PROJECT SPECIFIC HANDING OF WALL. SANDWICH WALL ELEVATION REVIEWED FOR CODE COMPLIANCE APPROVED MAY 0 6 2014 City of Tukwila BUILDING DIVISION fQ Qf ,T,n /EQ/ 0 iV o� SCALE: 1/2"=1'-0" NOTE: REFER TO FLOOR PLAN ID: A502 FOR ORIENTATION/HANDING n 1I- I ATM 0 11 11 HEAVY DUTY STANDARDS r- (BLOCKING) SOUND I SYSTEMI 16"D, ADJUSTABLE LAMINATE POS SIT CONTROLLE 0 q POS MODEM, SWITgH, ROUTR& BATT PACK UP SECURIT4' SYSTEM 1 PCI MONITOR 5'-0 1• PHONE FAX coM u SAFE POS (3) DATA PORTS, & QUAD RECEPT. TOUCHBLOCK ROUTER, (3) DATA & QUAD RECEPT. 16"D, ADJUSTABLE LAMINATE SHELF RECEIVED CITY OF TUKWILA MAR 192014 PERMIT CENTER HEAVY DUTY MILLWORK COUNTER, 24"D, W/ (3) HAFELE STEEL BRACKETS, WHITE, 21 "X28", PART# 287.74.707 60"W x 24"D x 6" T, CONC CURB. REINFORCE W/STEEL REBAR WHERE REQ'D. NOTE: ATM - DUPLEX & DATA (CAT 6) ALSO IN DINING; POS - SITE CONTROLLER = DUPLEX & DATA (CAT 6), ROUTER = DUPLEX, MODEM = DUPLEX; SECURITY - BY ADT = DEDICATED QUAD (110 AC) IN %." CONDUIT & 1" CONDUIT WITH RING AND STRING (COAXIAL CABLES); SOUND SYSTEM - MICROPHONE & SPEAKERS = QUAD;TELEPHONE - GENERAL CONTRACTOR TO RUN LINES FROM DEMARK AND/OR PHONE BOARDS TO ALL POINTS, FURNISH RING AND STRING FROM POS LOCATION TO OFFICE LOCATION AND 1" CONDUIT IN WALL BEHIND OFFICE DESK. GENERAL CONTRACTOR TO ADD GROMMET IN COUNTER IN FIELD, VERIFY LOCATION WITH FRANCHISEE. ALL RECEPTACLES TO BE GFI. FINISH NOTE: T/CONC CURB FINISH TO BE QT & FINISH ON EXPOSED SIDES TO BE B-1. FINISH ON COUNTER & LAMINATE SHELVES TO BE PL-2. • CN CO Cr, r (114 W W LAU clan) cad 'a LL 133 .e= Ce 414t LLJ mmmi id tel V LIJ LIJ iiscr LLI Cid CD cm oct CD I LL. eel *0 CD g Wel cp CI 0 Lel oa LLI 11/12 111 ors CD This document, and the ideas and designs incorporated herein Is an instrument of service of Baysinger Partners Architecture. Baysinger Partners Architecture retains all law, statuatory and other reserved rights, including copyright thereto. This document shall not be used In whole or In part for any other protect without the written authorization of Baysinger Partners Architecture. ISSUED/REVISED DATE ORIGINAL ISSUE DATE 03.12.14 DRAWN BY MAV CHECKED BY PAR DETAILS & WASHROOM ELEVATIONS A502 ENLARGED SNEEZEGUARD PLAN ID: A411141A11E OFFICE ELEVATION 50 ID: A502 NOTE: REFER TO FLOOR PLAN FOR ORIENTATION/HANDING PLAN REVIEW DOCUMENTS FINISH SCHEDULE FINISH DESCRIPTION FINISH NO. MFR MFR NO. COLOR TYPE REMARKS BASE CEILING QUARRY TILE BASE B-1 CREATIVE MATERIALS CORP CMC GRAY QUARRY DOUBLE ABRASIVE COVE KITCHEN, PREP ROOM PORCELAIN TILE BASE CEILING TILE B-2 ACT-1 CREATIVE MATERIALS CORP GRIDSTONE OR EQUAL P506 .................................. FIRE —SHIELD, GYPSUM CEILING PANELS cMc PIOMBO WHITE VARIES X 12" STRAIGHT TEXTURED ................................... SQUARE LAY —IN 2' x 4' x 1/2" CUT TO SIZE ACCORDINGLY FROM 12" x 12" TILE W/FACTORY EDGE FACING UP. PRELUDE ML 1918" EXPOSED TEE, 7301 & ML7323 (WHITE), KITCHEN & PREP ROOM CEILING TILE ACT-2 ARMSTRONG FINE FISSURED 1728—BL BLACK SQUARE LAY —IN 2' x 2' x % " PRELUDE ML 191e" EXPOSED TEE, 7301 & ML7323 (BLACK), DINING FLOOR GROUT QUARRY TILE QT CREATIVE MATERIALS CORP CMC GRAY QUARRY DOUBLE ABRASIVE 6" x 6" KITCHEN, PREP ROOM COEFFICIENT OF FRICTION —DRY = 1.25, WET = 1.03 PORCELAIN TILE WALL GROUT PT-1 GR-3 CREATIVE MATERIALS CORP HYDROMENT P506 H152 CMC PIOMBO WHITE 12" x 12" TEXTURED UNSANDED DINING COEFFICIENT OF FRICTION —DRY = .83, WET = .76 1/16" GROUT JOINT WALLS — DINING, KITCHEN COUNTER, RESTROOMS EPDXY GROUT GR-4 BOSTIK EZPDXY TAUPE EPDXY 1/4" GROUT JOINT FLOORS — KITCHEN, PREP ROOM EPDXY GROUT GR-5 BOSTIK EZPDXY FRENCH GREY EPDXY 1/4" GROUT JOINT FLOORS — DINING, RESTROOMS, VESTIBULE MILLWORK WALLS SERVICE COUNTER LAMINATE PL-1 FORMICA 839-58 STOP RED MATTE SERVICE COUNTER AND CABINET LAMINATE MANAGERS DESK LAMINATE OUTSIDE CORNER GUARDS (PUBLIC) PL-2 CG-1 FORMICA SCHLUTER SYSTEMS 459-58 SCHLUTER—RONDEC EV/R080E BRIGHT WHITE STAINLESS STEEL MATTE MANAGER'S DESK & SHELVES LAMINATE tiettL CONTR TO PROVIDE STAINLESS STEEL OUTSIDE CORNERS IN PUBLIC AREAS, REFER TO FINISH PLAN CUSTOM OUTSIDE CORNER GUARDS (PRIVATE) Sc SS CAP (PUBLIC) CG-2 ALLSTATE METALS CUSTOM CONTACT LAURA P: 630.860.1500 STAINLESS STEEL 18 GA, 1 1/2" FINISH #4 W/ 1/4" HEM CONTR TO PROVIDE FULL HEIGHT STAINLESS STEEL OUTSIDE CORNERS IN PRIVATE AREAS, REFER TO FINISH PLAN, SHOTGUN KITCHEN SANDWICH WALL SS CAP SHALL BE ONE PIECE W/ NO WELDS & HEM'D EDGE FIELD TILE CT-1 CREATIVE MATERIALS CORP WHITE 4 1/4 x 4 1/4 GLOSSY BULLNOSE TRIM, DINING, KITCHEN COUNTER WALLS, RESTROOMS ACCENT TILE CT-2 CREATIVE MATERIALS CORP RED 4 1/4 x 4 1/4 GLOSSY DINING, KITCHEN COUNTER WALLS, RESTROOMS FIBERGLASS REINFORCED PLASTIC FRP CRANE GLASBOARD—P WHITE 85 EMBOSSED CLASS C PREP ROOM & KITCHEN (OUT OF CUSTOMER'S SITE) FRP INSIDE CORNER SPEC = MARALITE, 350 IC STAINLESS STEEL SS CUSTOM STAINLESS STEEL FINISH #4 18 GA FULL HEIGHT PANELS IN KITCHEN (NOTE: MARSHALL AIR PROVIDES STAINLESS STEEL BEHIND HOOD) WATERPROOF MEMBRANE WP BOSTIK GOLDPLUS V-6- ABOVE FLOOR ON OUTER/EXPOSED SURFACE OF DUROCK & UNDER FLOOR FINISH, 4'-0" OUT FROM DEMISING WALL.USE FABRIC REINF ON JTS >1/8" NATIONAL ACCOUNT FOR TILE. GROUT AND WATERPROOF MEMBRANE: CREATIVE MATERIALS CORPORATION, ATTN: SCOTT BOCKETTI (518) 713-5366, sbockettl®creativematerialscorp.com PROVIDED BY NOTES :(CORPORATE STORES ONLY) FG PROVIDES TILE, GC SHALL ORDER THROUGH FG VENDOR, GC SHALL PROVIDE MORTAR, ADHESIVES & CORNER GUARDS PAINT SCHEDULE FINISH DESCRIPTION FINISH NO. MFR MFR NO. COLOR FINISH REMARKS PAINT INTERIOR PAINT DINING WALLS SEE A401-403 P-1 SHERWIN WILLIAMS (SW)P-1 FIVE GUYS BLACK FIVE GUYS BLACK SATIN COAT 1: PREPRITE 200 INT. LATEX PRIMER, B28W8200. COAT 2 & 3: DURATION HOME SATIN, A97T1254. INT PAINT (METAL —IRON, STEEL) P-4 SHERWIN WILLIAMS (SW)P-3 FIVE GUYS RED FIVE GUYS RED GLOSS COAT 1: KEM BOND HS UNIVERSAL METAL PRIMER, B5OWZ4 SERIES. COAT 2 Sc 3: DTM ACRYLIC GLOSS COATING, B66T104. INTERIOR PAINT (GWB CEILINGS,WALLS) P-7 SHERWIN WILLIAMS (SW)P-2 FIVE GUYS WHITE FIVE GUYS WHITE SATIN COAT 1: PREPRITE 200 INT. LATEX PRIMER, B28W8200. COAT 2 & 3: SW DURATION HOME SATIN, A97W1251. NATIONAL ACCOUNT FOR PAINT SHERWIN-WILLIAMS, ATTN: QUANG TRAN (703) 926-6120, sWrep6376@sherwin.com, ACCT# 9395-8905-7 WHEN ORDERING PAINT, USE FIVE GUYS ENTERPRISES (FGE) PAINT ORDERING NOTE NATIONAL ACCOUNT, DO NOT USE FIVE GUYS OPERATIONS (FGO), VERIFY COLOR IS SAME AS SPECIFIED ON COLOR COLUMN OF FINISH SCHEDULE, PAINT PROVIDED BY GC & MUST ORDER THROUGH FG VENDOR DOOR SCHEDULE (EXISTING DOORS BY SHELL ARCHITECT) DESCRIPTION MARK REMARKS FINISH HARDWARE & ACCESSORIES ENTRY & EXIT 101a 0SWEEPS, 0'-1 3/4" x 3'-0" x 7'-0" STOREFRONT DOOR, INTEGRAL STOREFRONT FRAME PUSH: TO MATCH EXTG STOREFRONT PULL: TO MATCH EXTG STOREFRONT CLOSERS, ADA THRESHOLD, & SIGNAGE WITH 1" LETTERS STATING "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED". THE LOCKING MECHANISM SHALL BE READILY DISTINGUISHABLE AS BEING LOCKED. EXIT 101 b O EXISTING PUSH: P-4 DOOR, P-4 FRAME PULL: P-4 DOOR, P-4 FRAME ENSURE ALL EXISTING HARDWARE IS PRESENT FOR THE PURPOSE OF MEANS OF EGRESS IN AN EMERGENCY HALL TO PREP ROOM 103 O ELIASON - SR-8100 DOOR (ADA COMPLIANT) 3/4" x 3'-0" x 7'-0" EXTERIOR GRADE SOLID WOOD CORE DOOR WITH 18 GAUGE FULL LENGTH STAINLESS STEEL PANELS (BOTH SIDES), 9" x 14" WINDOWS, 2" ELIASON S.S. FRAME PUSH: SS DOOR, SS FRAME PULL: SS DOOR, SS FRAME AS FURNISHED BY ELIASON ALL HARDWARE AND ACCESSORIES STAINLESS STEEL DOOR FRAME PROVIDED BY ELIASON PREP ROOM TO KITCHEN 102A 2O ELIASON - SCP-3 DOOR (ADA COMPLIANT) 3/4" x 3'-0" x 7-0" EXTERIOR GRADE SOLID CORE WOOD DOOR WITH 18 GAUGE FULL LENGTH STAINLESS STEEL PANELS (BOTH SIDES), 9" x 14" WINDOWS, 2" ELIASON S.S. FRAME PUSH: SS DOOR, SS FRAME PULL: SS DOOR, SS FRAME AS FURNISHED BY ELIASON ALL HARDWARE AND ACCESSORIES STAINLESS STEEL DOOR FRAME PROVIDED BY ELIASON MALE PUSH: SCHLAGE. ND SERIES, RHODES (RHO), BATH/BEDROOM PRIVACY LOCK (ND40S), 626 RESTROOMS 104 3 O 0 -1 3/4" x 3 -0" x 7 -0„ HOLLOW METAL DOOR, 2" HOLLOW METAL FRAME P-4DOOR, P-4 FRAME -4 PULL: P-4 DOOR, P-4 FRAME SATIN CHROMIUM PLATED, 1 1/2 PAIR BUTT HINGES, LCN 4000 SERIES ADA COMPLIANT HEAVY DUTY CLOSER, 34" X 34" DIAMOND PLATE KICK PLATE (BOTH SIDES), FLOOR STOP. FEMALE PUSH: P-4 DOOR, SCHLAGE. ND SERIES, RHODES (RHO), BATH/BEDROOM PRIVACY LOCK (ND40S), 626 RESTROOM 105 00'-1 3/4" x 3'-O" x 7'-O" HOLLOW METAL DOOR, 2" HOLLOW METAL FRAME P-4 FRAME PULL: P-4 DOOR, P-4 FRAME SATIN CHROMIUM PLATED, 1 1/2 PAIR BUTT HINGES, LCN 4000 SERIES ADA COMPLIANT HEAVY DUTY CLOSER, 34" X 34" DIAMOND PLATE KICK PLATE (BOTH SIDES), FLOOR STOP. KITCHEN TO DINING ROOM 102E 4 O ELIASON PMP CUSTOM GATE 2'-10 %" X 2'-7" GATE PANEL STAINLESS STEEL NOTE: - ALL DOOR HARDWARE AND ACCESSORIES SHALL BE BRUSHED CHROME / STAINLESS STEEL FINISHED U.N.O. - ALL HINGES TO BE BEARING TYPE. ALL HARDWARE TO BE LEVERS, HAVING AN OBVIOUS METHOD OF OPERATION UNDER ALL LIGHTING CONDITIONS. PER NFPA 101 (2003 7,2.1,5.9.2. - ANY DOOR IN A REQUIRED MEANS OF EGRESS FROM AN AREA HAVING AN OCCUPANT LOAD OF 50 OR MORE PERSONS SHALL BE PERMITTED HARDWARE PER NFPA 101 (2003) 12.2.2.2.3. PANIC HARDWARE SHALL CONTAIN A MINIMUM OF TWO (2) LOCKING POINTS ON EACH DOOR, ONE MAY HAVE ONE LOCKING POINT WHICH IN NOT LOCATED AT EITHER THE TOP OR BOTTOM RAILS OF THE DOOR FRAME, THE DOOR SHALL HAVE TO THE OUTSIDE OF THE DOOR. THE ASTRAGAL SHALL EXTEND A MINIMUM OF SIX (6) INCHES VERTICALLY ABOVE AND BELOW THE LATCH OF OF ONE INCH (1) BEYOND THE EDGE OF THE DOOR TO WHICH IT IS ATTACHED. DOUBLE DOORS CONTAINING PANIC HARDWARE SHALL HAVE A THE OPENING BETWEEN THEM, BUT NOT INTERFERE WITH THE OPERATION OF EITHER DOOR. - DOOR LOCKING BAR - VON DUPRIN MORTISE LOCK DEVICE, 9975-NL-03-3'-US32D, ALARM - THE MONITOR, MODEL 4000AKS WITH STROBE THE RELEASING MECHANISM SHALL OPEN THE DOOR WITH NOT MORE THAN ONE RELEASING OPERATION, TO BE PROVIDED WITH A LATCH OR LOCK ONLY IF THE LATCH OR LOCK IS PANIC HARDWARE OR FIRE EXIT LOCATED AT THE HEADER, THE OTHER AT THE THRESHOLD OF THE DOOR. ON SINGLE DOORS, PANIC HARDWARE AN ASTRAGAL CONSTRUCTED OF STEEL 0.125" THICK WHICH SHALL BE ATTACHED WITH NON-REMOVEABLE BOLTS THE PANIC HARDWARE, THE ASTRAGAL SHALL BE A MINIMUM OF TWO (2) INCHES WIDE AND EXTEND A MINIMUM FULL ASTRAGAL CONSTRUCTED OF STEEL ATTACHED TO THE DOORS AT THEIR MEETING POINT WHICH WILL CLOSE AND BEST LOCK CYLINDER / / \ / I I 0 / 'ram8 > / H. , cn \ nO t ' m = w \, - / \ \ - 6` P 2 8 s / 17/ \ \ 7 " � ,,, b I s� I b I REVIEWED FOR CODE \./ \ \ � COMPLIANCE Jam i-• \ `�• TYPE 1A (PAIR) TYPE 2 TYPE 3 TYPE 4 TYP. DOOR MOUNTING HEIGHTS APPROVED MT U U it] 1`i i FIXTURE & ACCESSORY SCHEDULE City of Tukwila SUPPum INSTALLED/ BUILDING L)IVISION KEY DESCRIPTION MANUFACTURER MODEL COLOR CONNECTION REMARKS GC O\II GC O01 MFG KEC 0WALL MOUNTED SOAP DISPENSER ECOLAB CHECK W/MANUFACTURER STEELSTAIN ® DISPENSER - 48" AFF MAX OCOAT HOOK BOBRICK B-212 STEELLESS BACK OF REST ROOM DOOR, HOOK - 15" TO 48" AFF OPAPER TOWEL GEORGIA-PACIFIC ENMOTION 59457 REDNSLUCENT ® DISPENSER - 15" - 48" AFF t;� OD MIRROR SENTRY SMS1836 STAINLESS STEEL 40" MAX TO BOTTOM OF REFLECTIVE . SURFACE OBABY CHANGING TABLE CONTINENTAL VERTICAL 8252 WHITE 0 0SHELF ® 34" AFF O TOILET TISSUE DISPENSER GEORGIA-PACIFIC COMPACT 56784 TRAANSLUCENT ® OUTLET-15" AFF, CENTERLINE 7"-9" FROM FRONT OF WATER CLOSET L.� OG GRAB BAR BOBRICK B-6806.99 STEELLESS TOP OF GRAB BAR - 33" - 36" AFF ADD MATCHING 18" VERTICAL BAR O WATER CLOSET AMERICAN STANDARD CADET 2377.100 WHITE 0 0 17"-19" HIGH ADA COMPLIANT, 1.6 GPF PRESSURE ASSISTED L.�) O LAVATORY AMERICAN STANDARD LUCERNE 0355.012 WHITE 0 0 WALL MOUNTED. FAUCET - AUTOSENSE (CHROME PLATED), GC TO PROPOSE 4,. OL URINAL AMERICAN STANDARD WASHBROOK 6501.010 WHITE 0 0 ROYAL MODEL FLUSHOMETER 156-1.0 LOWS, CONSUMPTION, RIM 17" AFF NOTE: ALL FIXTURES & ACCESSORIES MUST MEET ALL NATIONAL AND LOCAL CODES AND ADA REQUIREMENTS. PROVIDE SOLID BLOCKING AT ALL WALL MOUNTED FIXTURES & ACCESSORIES FOR SECURE ANCHORING, VERIFY LOCATION WITH MANUFACTURERS SPECIFICATIONS. CLEAR SILICONE CAULK ALL FIXTURES TO PARTITION LIGHT FIXTURE FEGEND AND SCHEDULE RO O W At. At.o�o 2x4 FLUORESCENT - LAYIN 2x2 FLUORESCENT - LAYIN RED PENDANT WHITE PENDANT MENU BOARD TRACK LIGHTING MFR: INDUSTRIAL LIGHTING GROUP MODEL#: ILG-X6519-21BLE (RED) LAMP: (1) PLS13 - ILG-97040 LAMPS: (13 W) FINISH: PAINTED RED (INSIDE & OUT) 0 NOTE: DO NOT PAINT WIRING MFR: INDUSTRIAL LIGHTING GROUP MODEL#: TYPE Al: ILG-R221-UMX-232U6-120 LAMP: (2) F32T8/SP41/U6 LAMPS: (48 W) .. FINISH: WHITE ��"�� NOTE: LENS (SMOOTH SIDE DOWN) MFR: INDUSTRIAL LIGHTING GROUP MODEL#: TYPE A4: ILG-R241-UMX-428-120 LAMP: (4) F28T8/SP41 /UMX/ECO LAMPS: (88 W) ,. FINISH: WHITE �'�� NOTE: LENS (SMOOTH SIDE DOWN) MFR: INDUSTRIAL LIGHTING GROUP MODEL#: ILG-X6519-15BLE (WHITE) LAMP: (1) PLS13 - ILG-97040 LAMPS: (13 W) FINISH: PAINTED WHITE (INSIDE & OUT) 0CURRENT NOTE: DO NOT PAINT WIRING MFR: JUNO TRAC-MASTER MODEL#:T6 WH (6'-0", TRACK), T38 WH (END FEED), TCLF11 WH CURRENT LIMITER, T253LED-3K-NFL-WH(HEAD) TCL1WH LIMITER BREAKER LAMP: 22 WATT LED HEAD 4K(QTY.5, HEADS) RO TC 0 W TC RECEIVED EMERGENCY LIGHTS EXIT SIGN RED PENDANT WHITE PENDANT EMERGENCY LIGHTS - WET LISTED CITY OF TUKWILA MFR: INDUSTRIAL LIGHTING GROUP MODEL#: ILG-X6519-21 BLE (RED) LAMP: (1) PLS13-ILG-97040-TC (TUFF COAT) LAMPS: (13 W) FINISH: PAINTED RED (INSIDE & OUT) ��*,�� NOTE: DO NOT PAINT WIRING MFR: LIGHTING BY DESIGN MODEL#: ILG-TP-U-R-W-EM NOTES: LED EXIT SIGN W/WHITE THERMOPLASTIC HOUSING & INTEGRAL BATTERY BACKUP. 120 VOLT. COORD LETTER COLOR W/JURISDICTION MFR: INDUSTRIAL LIGHTING GROUP MODEL#: ILG-X6519-15BLE (WHITE) LAMP: (1) PLS13-ILG-97040-TC (TUFF COAT) LAMPS: (13 W) FINISH: PAINTED WHITE (INSIDE & OUT)*"� NOTE: DO NOT PAINT WIRING MFR: LIGHTING BY DESIGN MODEL#: ILG-EU-2-W NOTES: TWIN HEAD EM BATTERY UNIT WHT POLYCARBONATE HOUSING INTEGRAL BATTERY BACKUP 120 VOLT MFR: LIGHTING BY DESIGN MODEL#: EU-MR-3R MAR 1 9 2014 PERMIT CENTER NOTES • NATIONAL ACCOUNT FOR LIGHTING: LIGHTING BY DESIGN, ATTN: BYRON GORDON. PH: (800-426-3398), FX: (800-376-0816) EMAIL: BGORDON®INDUSTRIALLIGHTING.COM • RESTROOMS TO HAVE OCCUPANCY OR VACANCY SENSOR • ALL FIXTURES IN KITCHEN, DISH WASH AREA & FOOD SERVICE AREA TO BE LENSED OR HAVE SHATTER PROOF LAMPS. LAMPS TO BE SHATTER PROOFED WITH THE FOLLOWING: NORMAN LAMPS, INC., (800) 992-8020, TUFF -COAT • ORDER AN EXTRA CASE OF BULBS PER FIXTURE, BUYER TO ADD TO ORDER SHEET • GC SHALL PROVIDE LIGHT FIXTURES & MUST ORDER THROUGH FG VENDOR D lu v CO Cid LLJ W ♦ E. Cad FA LLJ 4::::) W V- d=c tel atc:C W CD f2C CD LU `j imml W W Lu CC Cid UJ CIG 0 W CD eZ tin )1- Q C>0 W ots 1,11 — W WCC Fax:111 111-1111 2641 REGISTERED ARCHITECT RRY R. BN" R STATE OF WASHINGTON 0 2013 Baysinger Partners Architecture. This document, and the Ideas and designs Incorporated herein Is an Instrument of service of Baysinger Partners Architecture. Baysinger Partners Architecture retains all law, statuatory and other reserved rights, Including copyright thereto. Thls document shall not be used In whole or In part for any other protect without the written authorization of Baysinger Partners Architecture. ISSUED / REVISED DATE ORIGINAL ISSUE DATE 03.12.14 DRAWN BY MAV CHECKED BY PAR SCHEDULES A601 PLAN REVIEW DOCUMENTS EQUIP v ENT SCHEDULE NO. DESCRIPTION MANUFACTURER MODEL SIZE SUPP. INST REMARKS 1 OPEN SIGN OWNER GC NEON SIGN HUNG FROM CEILING 2 TRASH BIN (DINING) CONTINENTAL 5735BN 20" x 39 X" OWNER GC DINING 2A TRASH BIN (KITCHEN/PREP/RR, SLIM) CONTINENTAL 8323BN 20"W x 11"D x 30"H OWNER GC LIDS REQ'D IN PREP & RESTROOMS 28 TRASH BIN (KITCHEN/PREP, ROUND) HUSKEE NET : t EED3 SE.. • t•4•4.•"'OT•;: U .E C NOT ERASE : (307:4 'OT.: USED:.: 3G TABLE/BASE (24"x42") NOT:k EiDA .:..t '`• 0T:.U. ED:::: 3J TABLE/BASE (24"RD,BAR HT) NOT (EEPASE (30"RtjSED . . 3L TABLE/BASE (36"RD,BAR HT) 3M TABLE/BASE (309x48",ADA) NOT USECLA NOT USED T 3200RD 27 4/3" x 22" • T::.04404U ISED;::.: NEXT DAY GOURMET EST:.D. TA ED•:„. NEXT DAY GOURMET NEXT D OU ED:.:. NEXT DAY GOURMET NEXT DAY GOURMET Tuucl • NOT USED • LEISURENAMUSED 927085, MOD#201195 9 , D147•. 926783, MOD#201151 927134, MOD#201199 eMerittkiSEDER :• :D .3 XNOT:;•USED::::: xNOTUSED•>::'::' 24" x 42" 24"DIA x 41 3/4"H •30"DI'.'•'SED 36"DIA x 41 3/4"H 30" x 48" 6'-6 OT SED :.. OWNER GC KITCHEN & PREP ROOM NOTaEED'::: OWNER GC ALNUT OAK, BLACK COL & BASE o. .ER ::•. OWNER GC WALNUT OAK, BLACK COL & BASE oWNERN O .: USW•• ..:..: ' NOT USED..:. OWNER GC COL&BASE 933760 OWNER GC COL&BASE (2)933745, 36"BTW LEGS •VENDOR Ogr•USEDTEEL BASE:. -NET: USED • NOT USW NOT USIEDR 46". ADA NOT mop NOT USE& STACKABLNO1TIUEED NOT ::367:::s i : T ED :. NOTt EDR:'•4 * *'S..0 A rTB SEEY:, LEISURENTTtED LEI SURESTTt1ED i i5OREN T'Tt: ED :::>.. >T USED T4TDF .•oiNGIAT USED:. scOMVSEIS �NUSEA IS 6*--9"xNEMLISBD 21. ) " O '4WEED C NEI ' >: •:: U.': PA ::::OTT D: `::: :CWNERN : USEDoR:PATIO`.0 T USED OWNERN( T.0 DoR.PATIO'•Cp IT•USED•:• • ;:? I #wR •` O) : PAT{q :7 ' 5 FIVE GUYS SIT DOWN CHAIR STEELGRAIN OWNER GC DINING 5A FIVE GUYS BARSTOOL STEELGRAIN OWNER GC DINING - BAR HEIGHT 6 PEANUT BOX OWNER GC . 7 CORK BOARD OWNER GC . 7A DRY ERASE BOARD OWNER GC . 8 P.O.S. RADIANT SYSTEMS P-1220 12"x133"x13" OWNER GC PRINTER, 16" CASH DRAWER 8A EPSON P.O.S. PRINTER EPSON TM T- 88 7.64" x 5.98" x 5.83" OWNER GC . 8B EPSON REMOTE TICKET PRINTER EPSON TM T-88 7.64" x 5.98" x 5.83" OWNER GC . 8C P.O.S. SERVER RADIANT SYSTEMS S4000 9.65" x 12.4" x 3,47" OWNER GC . 10 CONDIMENT CUP DISPENSER SAN JAMAR C9002 10"x5"x12" OWNER GC . 10A KETCHUP DISPENSER SERVER SE 07000 173fi"x7Y2"x1431s" OWNER GC RECTANGULAR 10B CONDIMENT BIN 10C CHILLED LEMON WEDGE DISPENSER CAMBRO SAN JAMAR 11B TEA DISPENSER (GOLD PEAK-VTT) COCA COLA • PEtSER (SO 12A FREESTYLE SODA DISPENSER COCA COLA 12RS12 B6183L VARIETY TEA TOWER FREESTYLE 25Xs" x21Y2'x14" 18"x53/4"x5Y2" 10"W x 14.12"D x 22.5"H 25 Y4' x 35 Y4' x 73 Y2" OWNER GC 12 BIN OWNER GC VENDOR GC STANDARD TEA DISPENSER VENDOR GC . NOT EDsPENsER ( -T USED LANCER NOT USED:'. iti NOTr USED :. • • 30" 'xNOT WSED:.:' VENDOF I EST U VI GAP BE TO COUN �1LSY 14 ICE MACHINE NOT:::14S Ht.NE.:':::'::.....::;::: NOT :Magic': TABLE OT:: ::::NOT'DEED::::':::• 16 SANDWICH WRAP TABLE (128") 16A BACON BASKET SHELF HOSHIZAKI SCIThT U.EED':;: KM-65OMAH W/ HS-0239 (EXT. KIT) 22"W x 27%"D x 37746"H ER'°T:::U•ED':: OWNER GC FOR FREESTYLE INSTALLATION: INSTALL ICE CONTROL EXTENSION BRACKET 3" BELOW TOP OF FREESTYLE 0.WNERN ERN ::::JEFRATE MARSHALL AIR SYSTEMS, INC. MARSHALL AIR SYSTEMS, INC. 152398 146828 128" x 30" x 36" 15Y2"x7X" VENDOR GC 15" X 30" WARMER SHELF ON SIDE VENDOR GC MOUNTED TO MIDDLE OF TABLE 16B DAY DOT SHELF MARSHALL AIR SYSTEMS, INC. 148403 153"x7X"x87" NET 't:EmEEH.::vul+iAP::N(WSED:;;; 17 PRINTER SHELF MARSHALL AIR SYSTEMS, INC. 146652 OT t ED:::.:.: 18" X 10" X 6" VENDOR GC . . NDo4 .' CW:USEII3e:a0PMEINOTOUSEIlb. VENDOR GC FASTENED TO LOW PARTITION 18A COUNTERTOP WARMER NEMCO 6055A 14 %" x 23 74" x 9" OWNER GC . 19A CHEF BASE (97") SILVER KING SKRCB97H 97" x 31.18" x 26.17" OWNER GC UNDER 36" AND 60" GRIDDLES 20 GAS GRIDDLE (36") 20B GAS GRIDDLE (60") MAGIKITCH'N FG-MKG36-STL 36"x31Y2" OWNER GC INSTALL 6" STANDOFF BRACKET MAGIKITCH'N FG-MKG60-STL 60" x 31 Y2" OWNER GC INSTALL 6" STANDOFF BRACKET 21 FRESH FRY STATION MARSHALL AIR SYSTEMS, INC. 145485 37" x 20" x 39" OWNER GC . 22 GAS FRYER PITCO FG-SGH50/FD/50/BT/50 2 78 hi" x 30" x 69" OWNER GC . 23 COOKED FRY STATION 24 MENU BOARD MARSHALL AIR SYSTEMS, INC. AFFORDABLE SIGNS &BANNERS 145486 CUSTOM 44" x 32" x 56" 95"W x 23 )"H x 1"D 1OT.. 118EQ I '-9' f i T EISEDREAsE CUP NOT USED. • 26A HOOD (18'-0", CAPTIVE-AIRE) 26B HOOD GREASE CUP MARsH/NO t `► •:INo,. CAPTIVE-AIRE SYSTEMS, INC. KNOTU.ED:: :1 o►T USED 3047BD NOT4'DED :. 216" x 43" OWNER GC NO CUP HOLDER OPTION OWNER GC MOUNT TO ACT FRAME oWNERNOT':USED::: ::` R Ti TiN RiriSEt i VEND OI 1 USED 0 .' '-6" SOT' USED..;..:: OWNER GC CAULK TO PARTITIONS AND CEILING CAPTIVE-AIRE SYSTEMS, INC. VENDOR GC B/CUP ® 5'-6" A.F.F. 27 HAND SINK WITH SIDE SPLASH SOUTHERN STAINLESS FG-007 17" x 15" x 7 3/4" 27A 3 COMPARTMENT SINK SOUTHERN STAINLESS FG-001 102" x 27" x 42" OWNER GC CAULK TO PARTITION, 34" T/BASIN OWNER GC CLEANING, CAULK TO PARTITION 27B 4 COMPARTMENT SINK SOUTHERN STAINLESS FG-002-R 112" x 30" x 44" OWNER GC FOOD PREP, CAULK TO PARTITION 27C MOP SINK & FAUCET (36"x24") 28 POTATO CUTTER FIAT NEMCO 36EFS: MSB-3624 830 AA, 889 CC, dt 832 AA 56450-2R 36" x 24" x 10" 353/4" x 1 OY4" x 153/46" GC CAULK I U I'AR I I I I0N GC FAUCET- 830 AA, MOP BRACKET- 889 CC, HOSE & BRACKFT- 832 AA OWNER GC . 29 PLASTIC CUP HOLDERS GOLD LEAF PLASTICS 812091 123/4"W x 43/4"D x 10"H OWNER GC . EQUIPMENT SCHEDULE NO. DESCRIPTION MANUFACTURER MODEL SIZE SUPP. INST REMARKS WALK-IN COOLER 30 W/48" INTERIOR FLUOR LIGHT CONDENSER ON TOP OF COOLER SOUTHERN STAINLESS BOHN PRO3 FG-100 PTN104H6B INDOOR 7'-9" x 10'-0" x 7'-1 "H 4'-4" x 3'-6" x 1'-7"H 8'-8" TOTAL HEIGHT 10'-1" MIN REQ'D CLG HEIGHT OWNER GC 42" HIGH DIAMOND PLATE ON ALL EXPOSED SURFACES & 48" INTR FLUOR LIGHT. SEE ENGINEERING DWGS FOR LOCATION OF EVAPARATOR COIL & CONDENSER NOT NOT ED LE );:::NOT:•:U. ED : 4THE ': A ' E DBLE : (487): NOT. USED ::: OUTHE ��A SD ;FoNOT USED: • 3O" )(NOT USED:::: WcE OWNEIN CgT:: USED. .'.' NOT USED E E ::.:5OU.THE 0TA ED:;...... .............................. 'KERN CT• U s. •: uNDERNE r' D::..;: '• r .. .� � TH;:•:F.G=•:3110 . :.. . 31F WORK TABLE (48" ) UNDER STORAGE SOUTHERN STAINLESS FG-038 30" x 48" x 33 Y2" OWNER GC STORES UNDERNEATH FG-31G 31G WORK TABLE (60" ) OVER STORAGE SOUTHERN STAINLESS FG-049 30" x 60" x 35 Y2" OWNER GC USE WITH FG-31F 32 FRY TABLE WITH BACKSPLASH SOUTHERN STAINLESS FG-015 30" x 48" x 50" OWNER GC 36" WIDE 33 CO2 CHART MVE CARBO-MIZER 450 71.8" x 20" VENDOR GC VENDOR PROVIDES LINES TO SODA NOT WeEDBOX 30". RAT USED• .COCA -NOT:: USED':•.. '.. . ' NOT USED '. • 3o'�::xNI�T �.tED �: •:.. VENooFN U RAND LABEL NOT USED•:. • 34A BAG-N-BOX 28" NOT .:USEA'r>.::;::: RACK �:: N•OT:�:t�J MCCANN'S (COCA -COLA) —cfsiCifT USED .... 15-3433 `:N•OT U ED 28.43"Wx16.08"Dx77.39"H • VENDOR GC FREESTYLE RACK ED`: 35A WATER BOOSTER NOT I ALTER • : NOT USED MCCANN'S ::. •:E ERPUINOT• USED::.::: ' 16-2172 :.gam ' USED•::.::. 12"X18"X173" ..S4460NMUSEM,ff OWNER :'oWNEI GC CgT::U SE DETAILS •:FOR'TiUD::::•?� 36A WATER FILTER 3M DF260(PART#5627601) 23.25" x 21.0" x 5.69 " OWNER GC SEE DETAILS FOR OUTLET INFO NOT: E . V f1R >'>:>:::NOT':U :ED:: NOT ED4EATER •NOT:NEED.::'::' RHEEM' NOT: J ED ::.:::.::::•:''. HENGN JSED:..::: 521-L.NOIWU W NE.. GC:'.N RE .....�acM....i Cef. •USE -DST# AP IN P REC NET WATER • EAT. OT:UEE BTT USED...' .'.: IASOFUSED:: >; : 28.'J." sT• ISED..:. 37C WATER HEATER BRADFORD WHITE EF-60T-199E-3N(A) 28 Y4"DIA. x 57"H GC GC NEEDS 24" CLEAR ABOVE FOR MAINT 38 DUNNAGE RACK (36") ADVANCE TABCO DUN-2036 20"W x 12"H x 36"L OWNER GC WALK IN COOLER/ENTRY DISPLAY 38A DUNNAGE RACK (48") ADVANCE TABCO DUN-2048 20"W x 12"H x 48"L OWNER GC WALK IN COOLER/ENTRY DISPLAY NT•::>:rN.OT::tJED`:':>:: ANON°TCU ED:>::: IERN {� I {yyam��(({�;;,, .... R ��p.�{ N.... WW�,�•�?�•': �{F {r+��.T; 39 CHILD HIGH CHAIR RUBBERMAID 7806-08PLAT OWNER GC , 41 WALL MOUNTED STORAGE SHELF (36") NEW AGE INDUSTRIAL 1121 20" x 36" x 13 Y2" OWNER GC 3 LIN. FT., 5 SQ. FT, 41A WALL MOUNTED STORAGE SHELF (48") NEW AGE INDUSTRIAL 1122 20" x 48" x 13 Y2" OWNER GC 4 LIN. FT., 6.6 SQ. FT. 41B WALL MOUNTED STORAGE SHELF (60") NEW AGE INDUSTRIAL 1123 20"x60"x13Y2" OWNER GC 5 LIN. FT., 8.3 SQ. FT. 42 UNDER COUNTER STORAGE SHELF(24") METRO CUSTOM OWNER 42A UNDER COUNTER STORAGE SHELF(36") METRO CUSTOM OWNER Nur usErcouNTER sTom mow!, :METRO NOT USED cuNOT: USED 14". x NOT USED oWNER 5PCB, SHELF - A1424NS, A1436NS, GC A1448NS, A146ONS, POST CUT IN FACTORY TO 24", GC TO VERIFY GC SIZES REQUIRED IN FIELD 43 SANITIZER BUCKET SHELF MARSHALL AIR SYSTEMS, INC. 151459 VENDOR GC CAULK TO PARTITION UNDER SINK 44 BUN RACK (PREP ROOM) BUCKHORN 29" x 26" x 6.13" OWNER GC DOLLY - DY3027040099000 44A BUN RACK (KITCHEN) (36") EAGLE A223665-A 18" x 36" x 80" OWNER GC MOBILE CART W/CASTERS NOT •:USEEt...(6 ..INDIVIONOPOSED:•• NpT.USE OMERN VIDE • BLOCK S 46 SAFE CORPORATE SAFE SPECIALISTS MB3020-SG1 20" x 16" x 30" OWNER 47 FIRE EXTINGUISHER (CLASS ABC) BUCKEYE 10SABC, 11340 GC GC EXITS, WALL MOUNTED, CTR 36"-48" 47A FIRE EXTINGUISHER (CLASS K) BUCKEYE WC-6LITER, 50006 19 Y4"H x 9"W, 7"DIA GC GC COOK, WALL MOUNTED, CTR 36"-48" 50B SNEEZE GUARD (PIVOT) ADM SNEEZEGUARDS OWNER GC TEMP-GLASS,#4 BRUSHED SS, CUSTOM Of USED TOUCHBLOCK FoNOT USED OWNERN OWNER GC PROVIDE OUTLET FOR DOCKING STATION 54 BUG LIGHT OWNER GC PROVIDE OUTLET 84" A.F.F. 55 MOP RACK REFER TO EQUIPMENT TAG 27C AsNOT USED 30sW NM USED 57A ICE MACHINE 8t STORAGE BIN-22" HOSHIZAKI OWNER GC PROVIDE OUTLET & FLOOR SINK ERN NOT ifiSEDHiNE:.:4••••sToNCETEUSEII:::..s.c6t§Mik4OT USED*:.. ooisierRUSED GC 59 SANITIZER CHEMICAL STATION ECOLAB OWNER GC REFER TO DETAILS 60 FLOOR CLEANER CHEMICAL STATION ECOLAB OWNER GC REFER TO DETAILS NOT USEELvt NOT MED-AIN C BR OT :OWN ER 64 CAMSHELVING UNIT 24x48x72 CAMBRO ITEM CSU44487 24"W x 48"L x 72"H OWNER 65 CAMSHELVING UNIT 24x60x72 CAMBRO ITEM CSU44607 24"W x 60"L x 72"H OWNER GC NOT MEANLY TEN 17 ITENCCURLIBED MAHONENIDIPJUSEErAL ERN oWNERN W/ CASTERS SEE ORDER FORM FOR EXTRAS. MODEL NUMBERS LISTED ARE STARTER UNITS, ALSO AVAILABLE AS ADD -ON UNITS & CORNER UNITS. USE DUNNAGE STAND FOR 60"L UNITS. oc.NOT USED oWNERN REVIEWED FOR CODE COMPLIANCE APPROVED City of Tukwila BUILDING DIVISION btiot%-.0009 NOTES • NATIONAL ACCOUNT FOR LIGHTING: NESCO, EMAIL ORDERS THRU ATTN: ANUSH KAZARIAN. PH: (508-425-9930), FX: (508-756-4744), WORK EMAIL: • RESTROOMS TO HAVE OCCUPANCY OR VACANCY SENSOR. • ALL FIXTURES IN KITCHEN, DISH WASH AREA & FOOD SERVICE AREA TO BE LENSED OR HAVE SHATTER PROOF LAMPS. LAMPS TO BE SHATTER PROOFED WITH THE FOLLOWING: SATCO SHATTER RESISTANT BULBS. ORDER • ORDER AN EXTRA CASE OF BULBS PER FIXTURE, BUYER TO ADD TO ORDER SHEET. • GC SHALL PROVIDE LIGHT FIXTURES & MUST ORDER THROUGH FG VENDOR. RECEIVED CITY OF TUKWILA PERMIT CENTER co Lu LLJ Cie VIC) LLJ 4:.!:) "j tdel rig:4 WI CCI cup Uj BAYSINGER PARTNERS LJJ IDG Cie LLJ icX Cid LIJ LD taz OC CD tol uo on co CM on co un co trt 061 od IJJ oa LLJ oes 414 This document, and the ideas and designs Incorporated herein is an Instrument of service of Baysinspor Partners Architecture. Baysinger Partners Architecture retains all law, statuatory and other reserved rights, Including copyright thereto. Thls document shall not be used In whole or in part for any other prolect without the written authorization of BaysInger Partners Architecture. ISSUED / REVISED DATE ORIGINAL ISSUE DATE 03.12.14 DRAWN BY MAV CHECKED BY PAR EQUIPMENT SCHEDULE A602 PLAN REVIEW DOCUMENTS