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HomeMy WebLinkAboutPermit D17-0308 - JOEY RESTAURANT - TENANT IMPROVEMENTJOEY RESTAURANT 758 SOUTHCENTER MALL DI 7-0308 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No: 9202470010 Permit Number: D17-0308 Address: 758 SOUTHCENTER MALL Issue Date: 2/27/2018 Permit Expires On: 8/26/2018 Project Name: JOEY RESTAURANT Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD, WA, 92013 Contact Person: Name: SUSAN VAN ROOYEN Phone: (206) 850-5003 Address: 1516 MELROSE AVE - SUITE 200 , SEATTLE, WA, 98122 Contractor: Name: SHAWMUT DESIGN & CONSTRUCTION Phone: (617) 622-7000 Address: 560 HARRISON AVE , BOSTON, MA, 02118-2436 License No: SHAWMDC015K4 Expiration Date: Lender: Name: JOEY RESTAURANT Address: 505 BURRARD ST - SUITE 950 , VANCOUVER, BC, DESCRIPTION OF WORK: INTERIOR REMODEL FOR EXISTING RESTAURANT. REFER TO BASE BUILDING PERMIT FOR LOT SIZE, SETBACKS, PARKING AND PATH OF TRAVEL INFORMATION. NEW MECHANICAL, ELECTRICAL AND PLUMBING WORK INCLUDED. NO STRUCTURAL WORK. DRAWINGS HAVE BEEN SUBMITTED TO KING COUNTY DEPT OF PUBLIC HEALTH AND ARE PENDING APPROVAL. ELECTRIC PERMIT WILL BE SEPARATE Project Valuation: $170,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: IIB Electrical Service Provided by: TUKWILA Fees Collected: $3,767.06 Occupancy per IBC: A-2 Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 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 Permit Center Authorized Signature: It 14 I I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. Date:. 4 The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: // /� Date: 026 - Print Name: 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: Signs are not approved as part of this permit. A separate sign permit is required 4: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 2: 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) 3: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 5: Maintain fire extinguisher coverage throughout. 6: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1010.1.9) 7: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 8: 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 1013.1) 9: 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 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 1013.6.1) 10: Aisles and aisle access ways serving as a portion of the exit access in the means of egress system shall comply with the requirements of this section. Aisles or aisle access ways shall be provided from all occupied portions of the exit access which contain seats, tables, furnishings, displays and similar fixtures or equipment. The required width of aisles shall be unobstructed. (IFC 1018.1) 11: 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 hardware. (IFC 1010.1.10) 12: 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 1013.6.3) 13: 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) 14: 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 1008.3.5) 17: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall be done in accordance with applicable standards. (IFC 901.4) 16: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 15: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 18: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2437. 20: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437) 19: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 21: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 22: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 23: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.11 of the International Building Code. 24: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 25: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 26: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 27: ***BUILDING PERMIT CONDITIONS*** 28: 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. 29: 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. 30: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 31: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 32: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 33: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 34: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 35: 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. 36: 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). 37: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 38: 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. 39: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 4046 SI-EPDXY/EXP CONC 0406 SUSPENDED CEILING • CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. Il / 0 3C Project No. Date Application Accepted: 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 7 King Co Assessor's Tax No.: 537920-0240 Site Address: 6.44 Southcenter Parkway, Tukwila, WA Suite Number: Floor: 1 Tenant Name: Joey Restaurant PROPERTY OWNER Name: Susan van Rooyen Name: Renee Young City: Seattle State: WA Zip: 98122 Address: 505 Burrard Street, Suite 950 Email: susanvr@gmail.com City: Vancouver State: BC Zip: CONTACT PERSON — person receiving all project communication Name: Susan van Rooyen Address: 1516 Melrose Ave Suite 200 City: Seattle State: WA Zip: 98122 Phone: (206) 850-5003 Fax: Email: susanvr@gmail.com GENERAL CONTRACTOR INFORMATION Company Name: Abbott Construction Address: 3408 1st Avenue South City: Seattle State: WA Zip: 98134 Phone: (206) 467-8500 Fax: Contr Reg No.: CC JRABBCI022JZ Exp Date: 03/01/2018 Tukwila Business License No.: BUS -0994189 H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh New Tenant: ❑ Yes ® ..No ARCHITECT OF RECORD Name: J d Company Name: John Serkland Architects Address: Architect Name: John Serkland City: , rm Address: 20321 Maplewood Dr. City: Edmonds State: WA Zip: 98026 Phone: (206) 523-5519 Fax: Email: serkland@jps.net ENGINEER OF RECORD Name: J d Company Name: Holiday Parks Inc Address: Engineer Name: Michael Cook City: , rm Address: 4600 South 134th Place City: Seattle State: WA Zip: 98168 Phone: (206) 248-9700 Fax: Email: michaelc@holadayparks.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: J d IRE/km/tit/44,4 Address: j(,�'re,* z City: , rm State: et& Zip: Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 170,000 Describe the scope of work (please provide detailed information): Existing Building Valuation: $ 1,500,000 INTERIOR REMODEL FOR EXISTING RESTAURANT. REFER TO BASE BUILDING PERMIT FOR LOT SIZE, SETBACKS, PARKING AND PATH OF TRAVEL INFORMATION. NEW MECHANICAL, ELECTRICAL AND PLUMBING WORK INCLUDED. NO STRUCTURAL WORK. DRAWINGS HAVE BEEN SUBMITTED TO KING COUNTY DEPT OF PUBLIC HEALTH AND ARE PENDING APPROVAL. ELECTRICAL PERMIT WILL BE SEPARATE. Will there be new rack storage? ❑ Yes 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: O Sprinklers 0 Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes W No If `yes', attach list of materials and storage locations on a separate 8-1/2"x II" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1st Floor 7,844 II -B A-2 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: O Sprinklers 0 Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes W No If `yes', attach list of materials and storage locations on a separate 8-1/2"x II" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ...Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑ .. Highline ❑ ...Valley View ❑ .. Renton ❑ ...Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) 0 .. Geotechnical Report ❑ ...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way ❑ ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities 0 ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage 0 .. Abandon Septic Tank 0 .. Curb Cut ❑ .. Pavement Cut 0 .. Looped Fire Line 0 .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # ❑ ...Deduct Water Meter Size 0 ...Sewer Main Extension Public 0 Private ❑ ❑ ...Water Main Extension Public ❑ Private 0 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water ❑ ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER 0 Signature: Print Name: Susan Mailing Address: 1516 Melrose Ave Suite 200 H:WpplicationsWorms-Applications On Line \2011 Applications\Permii Application Revised - 8.9-11.docx Revised: August 2011 bh Date: 11/10/2017 Day Telephone: (206) 850-5003 Seattle WA 98116 City State Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK 1 ACCOUNT QUANTITY PAID $2,328.49 D17-0308 Address: 758 SOUTHCENTER MALL Apn: 9202470010 $2,328.49 Credit Card Fee . $67.82 Credit Card Fee R000.369.908.00.00 0.00 $67.82 DEVELOPMENT $2,153.23 PERMIT FEE R000.322.100.00.00 0.00 $2,148.73 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $107.44 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R13878 R000.322.900.04.00 0.00 $107.44 $2,328.49 Date Paid: Tuesday, February 27, 2018 Paid By: SERGIO CHINLEY Pay Method: CREDIT CARD 543852 Printed: Tuesday, February 27, 2018 12:14 PM 1 of 1 CIRWSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY = PAID $1,844.49 D17-0308 Address: 758 SOUTHCENTER MALL Apn: 9202470010 $1,438.57 Credit Card Fee $41.90 Credit Card Fee R000.369.908.00.00 0.00 $41.90 DEVELOPMENT $1,396.67 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,396.67 M17-0171 Address: 758 SOUTHCENTER MALL Apn: 9202470010 $405.92 Credit Card Fee $11.82 Credit Card Fee R000.369.908.00.00 0.00 $11.82 MECHANICAL $394.10 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R12796 R000.322.102.00.00 0.00 $394.10 $1,844.49 Date Paid: Tuesday, November 14, 2017 Paid By: SUSAN LUU VAN ROOYEN Pay Method: CREDIT CARD 07489D Printed: Tuesday, November 14, 2017 1:14 PM 1 of 1 CSYSTEM$ INSPECTION NO. INSPECTION RECORD Retain a copy with permit 17-08 PERMIT NO. }�%/�� CITY OF TUKWILA BUILDING DIVISION �(/�� 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project #14L14/2x."4— T e ofkInn�s,pection: flow i UCC t � rwl- Address: Date Called: Special Instructions: Date Wanted: (D �13- ( a.m., Q�� p.m. Requester: Phone No: ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: ,r4 ff reAxel (6 -19- zo) s) — Inspector:/l i Date: 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 INSPECTION NO. PERMIT N0; CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 DI'7-a34 Project: Toe—y 'est- k.Pat Ty e of Inspection: u1 lctl n1 r 1 naL. Address: 158_.So1%11t er MALL Date Called: Special Instructions: Date Wanted: %' 14i' ZOOr a.m. p.m. Requester: Phone No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: Zt: l i Aine.,a0 chuL 14:(M\A 2. eea-Ile-gen L,: ‘A✓ee.4-c\ o nS 3) ead- Occ,cioap„ sg-kJs Inspector. REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit i7-0366 PERMIT Na CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project:Type of Inspection: FrA-M 11 N J eY 1‹ S+PivVrrvied— Address: 15 e v50.4,44,ce.lLr M11. Date Called: Special Instructions: Date Wanted: (a-ly `ZO1.3 a.m. p.m. Requester: Phone No: Approved per applicable codes. E Corrections required prior to approval. COMMENTS: V(frl 6LA-z. maa— ei)vt- Inspector: Date: 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 INSP ON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 p r1-030 Project.�0�Y tR�`c.�rv'`Type " o spect Y q ; N..3 Address:,.,Date '158 Ou#lICe hot. r Called: Special Instructions: '\G LL Date Wanted: 5-'1' 20181 a.m. p.m. Requester: Phone No: �a> Approved per applicable codes. Corrections required prior to approval. 'COMMENTS: ict4 P ® cssU ,' C'}, LL a f k'« t ri�af ^-ate Inspector:J3 Q Dater Z/.6' REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. rdyl INSPECTION RECORD Retain a copy with permit INSPECTION NO. P 7-o3O8 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: —1 -COV Rirgrit- M-2/V'T" Type o nsp+ction:' 0 T nri c c Address: 75a SSblynIC LATER PIRA[.. Date Called: (� cJ. (44-7,1* f'Ue Special Instructions: © 61.4'ZLNG- i5 Pn i -z12- Date Wanted: /'a'n't Requester: t' KE Phone No: -157 -377— vim % Approved per applicable codes. LJ Corrections required prior to approval. MMENTS: 'I; Pitrffei4) r z, x- pAAie f'Ytc psi -337,5_ 775,69 Inspector: Date:1,i 2_64( 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 b17-0.3063 PERMIT NO.., CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project/ jffeutt TYpe_of Inspectio♦�, rg Address:67e1 75R Stimikg.eetir /"J rill, Date Calle Special Instructions: Date Wanted: ���� a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: fre- InspectoR Date: �-3-zar. 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 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter BIvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 tI9 -0306 Project R O p�r1 Type of Instion:�n i II'' ll Address: 0 / Called: Special Instructions: p/ 1'U e_ j Date Wanted: r� a.m 3-z2,-2 jr _ p.m.. Requester: Phone No: 357— 337— 5,0 Approved per applicable codes. Corrections required prior to approval. Pr 1 rat Ci — TO k -O 2,s 1 .,4r -A)$1- v 14 X19 $,,'AJ iZk a_-/- 1 f 1 ocf rrte. 77;;// (263) zeds -9330 Inspector: (....(20 Date:3 7iZ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. D/7 -030e HOMY- INC SMART Mechanical Solutions' Fan Coil PROJECT: Joey Southcenter 2018 LOCATION: Tukwila , WA PROJECT #: 54527 DATE: 6/13/2018 CONTACT; Dave Petrie AUTHOR: SYSTEM/UNIT: DXFC-02 Unit Data Unit Location Ceiling Unit Serves Bar Unit Manufacturer Trane Unit Model Number 4TWA7070A4000A DXFC-02 Supply Outlet Summary Tested By: Dave Petrie Date: 6/13/2018 Motor Data Motor HP Motor Rated Volts Motor Phase Motor Hertz Drive Type 1 208-230 1 60 Hz Direct System/Unit Area Served Design Reading Prelim Reading Final Reading % Final Deviation Outlet Type Outlet Size Type of Reading Outlet -01 Bar 165 35 35 21 CD/P 10x10 Flowhood Outlet -02 Bar 165 35 35 21 CD/P 10x10 Flowhood Outlet -03 Bar 165 140 140 85 LSD 4'x2s Flowhood Outlet -04 Bar 165. 195 195 118 LSD 4'x2s Flowhood Outlet -05 Bar 165 145 145 88 LSD 4'x2s Flowhood Outlet -06 Bar 165 140 140 85 LSD 4'x2s Flowhood Outlet -07 Bar 165 95 95 58 LSD 4'x2s Flowhood Outlet -08 Bar 165 135 135 82 LSD 4'x2s Flowhood Outlet -09 Bar 250 95 95 38 LSD 4'x2s Flowhood Outlet -10 Bar 250 70 70 28 LSD 4'x2s Flowhood Outlet -11 Bar 165 70 70 42 CD/P 10x10 Flowhood Outlet -12 Bar 165 70 70 42 CD/P 10x10 Flowhood Totals: 2150 1225 1225 57 - - - Holaday-Parks, Inc. NOIADAY-PARk$, INC SMART Mechanical Solutions Roof Top Unit PROJECT: Joey Southcenter 2018 LOCATION: Tukwila , WA PROJECT #: 54527 DATE: 6/13/2018 CONTACT: Dave Petrie AUTHOR: SYSTEM/UNIT: RTU -01 Unit Data Unit Manufacturer Unit. Model Number Unit Serial Number Unit Discharge Aaon RM-020-3-0-AA02-244 200801-AMGP39086 Horizontal Test Data Total Design Airflow Total Actual Airflow 5400 CFM 5250 CFM RTU -01 Supply Outlet Summary Tested By: Dave Petrie Date: 6/13/2018 Motor Data RTU-01/Supply Fart Motor Rated Volts 460 Volts Motor Phase 3 Motor Hertz 60 Hz System/Unit Area Served Design Reading Prelim Reading Final Reading % Final Deviation Outlet Type Outlet Size Type of Reading Outlet -01 Restaurant 450 590 540 120 CD/P 12x12 Flowhood Outlet -02 Restaurant 450 495 440 98 CD/P 12x12 Flowhood Outlet -03 Restaurant 300 330 320 107 CD/P 12x12 Flowhood Outlet -04 Restaurant 300 325 320 107 LSD 4'x2s Flowhood Outlet -05 Entry 300 350 320 107 LSD 4'x2s Flowhood Outlet -06 Entry 300 155 180 60 LSD 4'x2s Flowhood Outlet -07 Entry 300 215 200 67 LSD 4'x2s Flowhood Outlet -08 Entry 300 305 300 100 LSD 4'x2s Flowhood Outlet -09 Bar 300 330 320 107 LSD 4'x2s Flowhood Outlet -10 Bar 300 285 280 93 LSD 4'x2s Flowhood Outlet -11 Bar 300 485 450 150 LSD 4'x2s Flowhood Outlet -12 Bar 300 375 340 113 LSD 4'x2s Flowhood. Outlet -13 Bar 300 300 280 93 LSD 4'x2s Flowhood Outlet -14 Bar 300 315 300 100 LSD 4'x2s Flowhood Outlet -15 Bar 450 320 325 72 LSD 4'x2s Flowhood Outlet -16 Bar 450 345 440 98 CD/P 12x12 Flowhood Totals: 5400 5520 5355 99 - - - Holaday-Parks, Inc. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 50(6 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: JoeL/s 1261-at/awl'/ Type of Inspection: Ems, 1LC�,f t .e Address: r SG_ !moi �G� Contact Person: 44 Cic- e Suite #: E Special Instructions: /141 Phone No.: 1:11 -313 -roved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: t/'5 Fire Alarm: LiE, Hood & Duct: Monitor: (57v6(2..pi ✓.f-17-) e-144.E-yt.-6? &•r -l4-/ Cf fi/vt �1 Appyl-ave-IN /141 Occupancy Type: 0-/ T /iii'/-- p p� o\A- t 0 Needs Shift Inspection: Sprinklers: t/'5 Fire Alarm: LiE, Hood & Duct: Monitor: (57v6(2..pi ✓.f-17-) Pre -Fire: Permits: Occupancy Type: Inspector: siJ c"- Date: (e~?// s-// 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: Company Nanie: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T .F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit r11 -0.:c PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: r Sprinklers: Type of Inspection: , `_ Hood & Duct: Address: Suite #: -% St SC /u L Contact Person: Special Instructions: --..: C Phone No.: Approved per applicable codes. 7 i \Corrections required prior to approval. COMMENTS: f,'"?yc- Nvurs A.,472...,..„4-- -- Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: - Occupancy Type: --..: C SSI / ,ul U4 - ,'v -p 7v Arla6S /=' r4_ Zvi 6-61- / '-4. -X-,-..4_ f- Pte( N .i Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: - Occupancy Type: Inspector: `& /T' Date: ‘ 1/ yf /e 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/Inection Record Form.Doc T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 1 - P /5‹ -F-040 PERMIT NUMBERS CITY OF TU.KWIEA—FIREDEPPARTMENT 206-575-4407 Approved per applicable codes. Corrections required prior to approval. COMMENTS: of`In ction: FA IA Project: \ Q —=Type e_y ( 3 vizr ,R.Pe)ivia Address: Suite#: ?3---5 $C/114(f Contact Person: f Special Instructions: Phone No.: Pr A Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: (/-e'5 Fire Alarm: Vac Hood & Duct: Monitor: hi- ; Pk2, r (rhz s v4 6E Pr A /La -kis 114 Sec e_44 cvi-S- C -e -Th 4Y -C:hr 6/ t t( G-091/( i 0 , 5- ( 4 ICA: -WS DOr--0\/- ci Needs Shift Inspection: Sprinklers: (/-e'5 Fire Alarm: Vac Hood & Duct: Monitor: 4 1,,)1., de Ai" Pre -Fire: Permits: Occupancy Type: Inspector: s Date: G /( / r q Hrs.: f $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit Pi -oso? ..d i b -7 —014-0 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: ( 6ee 5 e. sf-A/took' Sprinklers:. \ft ( Type of Inspection: c l F/4- Address: Suite #: SSS S G PO ►9 -L -L ` Contact Person: /'Y1( /e-&--- vimSpecial SpecialInstructions: //4-(14)/1/-1-i Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers:. \ft ( Date: Fire Alarm: Y f".`" Hood & Duct: Q e) c c Voll OADvse._ 60..1 e-'" 51 or Qo.jCy Monitor: 6 //4-(14)/1/-1-i (B - jL yvAJ 6 -c--t_--- ) , Occupancy Type: =' n ! i7�/ L�...J -- �j 01-(2- o) / #q -r-1 7 3 i„ (J Fi • / I �Up / or 2 (fie v( c -cpe--w_ .5 7 caN) v6 5 G6ry Tl / Tba2 7b pf2-v vi 0 r` 6— 510(2- b (24/-77f--) (-) F,2 Gvoo fJ %ppL, ro 7a L✓ QZL, S Needs Shift Inspection: Sprinklers:. \ft ( Date: Fire Alarm: Y f".`" Hood & Duct: Monitor: 6 //4-(14)/1/-1-i Pre -Fire: Permits: Occupancy Type: 1-) Inspector: in 9-4- Date: /Z S— Hrs.: j $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 1 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit A PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: t� e � S Type of Inspection: _� ��` 1 y� Address: ' Suite #: Ts- Contact Person: �t vv`'--. Special Instructions: Phone No.: r Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: 0 V-- IT Cr` f9 k-°`1)'6-- 1 (/ Cl/ n 9-' -- of-Nr-eA Monitor: - /lit P1 -•ti oL0 1 1141A -c- 'til -y..`<= ---J %(2c-iiL a . K'ev t( /pL- P, fn/ 7tro 6 py i ' I I EYz Ke --A-05 -((2-, v)-(0- - Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: f-144 ---4-- Date: it if l rq Hrs.: i $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 FILM JOEY'S SOUTHCENTER Tukwila, Washington Seismic. Calculations for Ceiling REVIEWED FDR CODE COMPLIA .• APPROVED FEB 0 2 2018 g,u gil@N January 2018 CORRECTION LTR# f e9C-i8 RECEIVED CITY OF TUKWILA JAN 29 2018 PERMIT CENTER b170308 SEATTLE 1 1101 r Ave. Ste.400 Seattle.WA 91310149/3 1 106623:0717 LASTING croxpitir Irgyikeut mt.*. .si7",six www:csAfiTan.toto 1 1/8" CLEAR AT ONE END IN EACH DIRECTION. DO NOT ASTEN THIS END TO THE CLOSURE ANGLE. AT OTHER END IN EACH DIRECTION, FASTEN TEES TO CLOSURE ANGLE. 1 12 GAGE HANGER WIRE AT EACH PERIMETER MAIN TEE AND PERIMETER CROSS TEE STABILIZER BAR TO MAINTAIN PERIMETER TEE SPACING MAIN TEE OR CROSS TEE (SUSPENSION SYSTEM) HEAVY DUTY MAIN TEE @ 2FT ON - CENTER BY CEILING MANUFACTURER, = NOT BY CEI 12 GAGE CLIP AND 3/8" DIAMETER HILTI HUS ANCHOR, EMBED 3 1/4" 12 GAGE MINIMUM HANGER WIRES\ AT 4'-0° OC EACH DIRECTION — NO MORE THAN 1:6 OUT—OF—PLUMB, TYPICAL INSTALL BETWEEN EXISTING HANGERS WIRE LOOPED AND WRAPPED AROUND ITSELF 3 TIMES MINIMUM AT EACH END OF HANGER WIRE WITHIN 3° MAXIMUM LENGTH (1 1/2" MAXIMUM LENGTH IN CALIFORNIA) 1 2 X 2 CLOSURE ANGLE, MINIMUM. SEE NOTE AT TOP FOUR 12 GAGE MINIMUM WIRES SPLAYED 90 DEGREES (IN PLAN) FROM EACH OTHER AND SECURED TO MAIN RUNNER WITHIN 2" OF INTERSECTION. EACH END OF EACH WIRE TO BE LOOPED AND WRAPPED AROUND ITSELF 3 TIMES MINIMUM WITHIN A 3" MAX LENGTH ATTACH TO THE UNDERSIDE OF THE FLOOR DECK WITH UNISTRUT PART LS -500 (12 GAGE) AND 3/8" HILT! HUS SCR EMBED 3-1/4" WHERE HANGER WIRES ARE MORE THAN 1:6 OUT—OF—PLUMB, PROVIDE COUNTER—SLOPING WIRES COMPLY WITH ADDITIONAL PROVISIONS OF ASTM E580, ASTM C635, ASTM C636, AND ASCE 7-10, SECTION 13.5.6. FOR EXEMPTIONS, SEE ASCE 7-10, SECTION 13.5.6. ", USE A SINGLE 20 GAGE 1 5/8" COMPRESSION STRUT FASTENED TO MAIN TEE WITH (2) NO 8 SCREWS AND TO STRUCTURE WITH (2) HILTI X—DNI ,145 DIA X 3/4" AFOFFI N E E R SMAN N G project JOEY'S SOUTHCENTER by RJM location SEISMIC LOAD CHECKS date 1-26-18 sheet no. ckent checked date Job no. INSTALL CEILING BRACES AT TWO OPPOSING CORNERS TYPICAL B.O. WOOD SLAT CEILING, TYP. (WD -3) 10'-7" AFF EXISTING GWB CEILING (PT -1A) ACOFFMAN N G 1 N E ER S project JOEY'S SOUTHCENTER by RJM tom. SEISMIC LOAD CHECKS date 1-26-18 sheet no. S client checked date job no. C4FT _sok ,F /5 7 PA (//,bd' `.b 6/s�.sc rt, peey-icz- /9 i'44-1___ h 4, Gf�'lGt t b s Ye 725)G-7 ,zA ry C� A€6 toet_e..4440c1. 4c-AL-Ybc-AvY 734vrie S/7?-r...ct 2 / d/C!e ?—' TeX Th''" ' /ma c /a Su,40,4-7ab e : /z 4A. Ant/ --60-x- C✓l,Gr a Si 'Q. «.... e- ., 71, /'14iv► .4„/ Nor Vic/ Gni �:7l. ACOFFMAN N G I N E E R S A 69/'3 73- z7tiG Pref ✓4; / s etrATP2c 7 towoon i."67H m tL ekc r -e -es dent dare ///j//$ sheet no. AF,PFNirftPs Prolect JSLm • .4i7. I -0 ), O 4-7 z, Az.• • . 3 I Lop 4m>t4t, fvvz. Ce; 6 3IvLsf 00-414- t/mne44L 2. 6 .g 10,t,c °cation 675,04 /C. C674-1 "e4/44, -4. - client da chedexl date sheet no. 7b 72 7)a - L »-%?rn. _ io`?._Z . A-+tb. &#"/aos l J t ` • 31 Z94./! asG ¢ 52.6: ehoc-at H xi -A) 7ti,63 . 9 x . z 12 a. ACOFFMAN NGINEERS Project 9 , C T �G �!GG r' 7711 +c..5 1/19ei Gxfre, Sts75At. 1GU►! a ; i. zoec.cotF r ), '6./.4":6/17T4s. f 2//1/ -r 2 /' % - 1' 77/ d x r y 5 SelS is e-tsiu.e,.6 &eke& 3, u - A'€ "45ofc c f�J'#yam'►' sheet no. 3 ppuof) d t tit t3 fleeeXICti, ;no 4 ggiva Pr ,ss filkio&tfit Z' €4.10i0. ei P1 uArN RU.NrOtAti v PlY 0.) gorie,OS PDX- j Gia''t1 4OR /7 41 /2, 321344e<5 A 5-y.o G �COFFN E E R SMAN N I AsYliles .707 ; ,# wl A1' -i , elf frc1S &7./ ReA 4.14, ft‘60 Se fi J , = 02, 42/6# 0. /3(24 5:/*.• s - /35- r / s`,x Zjztit 6.33 et, CGCG" 171 -4 -est.„. Strz / 2 1 /2.5- 33 :7t'rP/& S5'c / Sflc-c-r" (-140-4-'65 t 't -b r7 7a, C.ziftmit,44 7 ntibex. _si i? E 6" C. ,ic- r6" .. e cS . ; ' Z.) j 7r /scrb 3%4,`d 4/0 ASIAbre wet) w'!'Sfa vA� cw Ine44,7, Prof '(,cy S7;1 W /v%Z location $'c75/Mit C07e/4.6 client date /f Z(.f �6 checked sheet no. date job no. L 1 '• 19 1 i ti...... 1 1 it 1 I I { I i 1 y 1 1 4 'ix..... 1 .L '4 r' filkio&tfit Z' €4.10i0. ei P1 uArN RU.NrOtAti v PlY 0.) gorie,OS PDX- j Gia''t1 4OR /7 41 /2, 321344e<5 A 5-y.o G �COFFN E E R SMAN N I AsYliles .707 ; ,# wl A1' -i , elf frc1S &7./ ReA 4.14, ft‘60 Se fi J , = 02, 42/6# 0. /3(24 5:/*.• s - /35- r / s`,x Zjztit 6.33 et, CGCG" 171 -4 -est.„. Strz / 2 1 /2.5- 33 :7t'rP/& S5'c / Sflc-c-r" (-140-4-'65 t 't -b r7 7a, C.ziftmit,44 7 ntibex. _si i? E 6" C. ,ic- r6" .. e cS . ; ' Z.) j 7r /scrb 3%4,`d 4/0 ASIAbre wet) w'!'Sfa vA� cw Ine44,7, Prof '(,cy S7;1 W /v%Z location $'c75/Mit C07e/4.6 client date /f Z(.f �6 checked sheet no. date job no. oezz, Cif-Pm/9c cappcb e ) 6466 <2.-. ) , 0 „8. , AlOSIV )3t.447y_772 ! 1 e • •-• 0, ' 52;le4- x 2_ ! _..........;,..._ I ! : , AFOFFMAN NGINEERS Protect fs Soz4NC-(4-drenc- location 5e575.41 (a. client 47'm he ed ate heet no. lob no. ream: nq7 Shape: 162T125-33 Material: A653 SS Gr33 Length: 5 ft I Joint: N2 J Joint: N1 LC 1: Load Code Check: 0.000 (bending) Report Based On 97 Sections Dy in Dz in A k Vy k V2 k T k -ft Mz k -ft My k -ft fa ksi fc ksi ft ksi AISI S100-12: LRFD Code Check Max Bending Check 0.000 Max Shear Check 0.000 (y) Location 0 ft Location 0 ft Equation C3.3.2-1 Max Defl Ratio L/10000 R (D6.1.1) Not Used y -y z -z v 33 ksi Lb 5 ft 5 ft A eff. (Fy) .099 inA2 0 *Pn .743 k KUr 147.072 81.66 A eff. (Fn) .137 inA2 ly eff. .007 in^4 0 *Mny .018 k -ft L Comp Flange 5 ft Sy eff. (L) .035 inA3 0 *Mnz .144 k -ft L -torque 5 ft Sy eff. (R) .007 in^3 0 *Vny 1.008 k Iz eff. .06 in^4 0 *Vnz 1.483 k Sz eff. (T) .058 inA3 Cb 1 Sz eff. (B) .08 inA3 N. C -ES (800) 423-6587 (562) 699-0543 J www.icc Reissued 12/2011 This report i subject to renewal 12/2019 DIVISION: 03 00 00—CONCRETE SECTION: 0316 00 -CONCRETE'. ANCHORS DIVISION: 05 00 00—METALS SECTION: 05 0519—POST-INSTALLED CONCRETE ANCHORS REPORT HOLDER: HILTI, INC. 7250 DALLAS PARKWAY, SUITE 1000 PLANO, TEXAS 75024 EVALUATION SUBJECT: HILT! KWIK HUS -EZ (KH -EZ), KWIK HUS -EZ P (KH -EZ P), KWIK HUS -EZ E (KH -EZ E), AND KWIK HUS -EZ I (KH -EZ I) CARBON STEEL SCREW ANCHORS FOR USE IN CRACKED AND UNCRACKED CONCRETE ICC ICC 1 ^IC�1 C PMG C LISTED Look for the trusted marks of Conformity! '2014 Recipient of Prestigious Western States Seismic Policy Council (WSSPC) Award in Excellence" iMU A Subsidiary of oec rreciti. ICC -ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes aot specOcally addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright c 2017 ICC Evaluation Service, LLC. All rights reserved. 30/Jsc 17OG5 P!od'cl Crgtillwation soar 51000 SCC Aograltted OWN 9 Aea6dl*i CCM 13M Fla'OTlN SLAKE Most Widely Accepted; and. Trusted' ICC -ES Evaluation Report ESR -3027 Reissued December 2017 This report is subject to renewal December 2019. www.icc-es.org (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 03 00 00—CONCRETE Section: 0316 00—Concrete Anchors DIVISION: 05 00 00—METALS Section: 05 05 19—Post-Installed Concrete Anchors REPORT HOLDER: HILTI, INC. 7250 DALLAS PARKWAY, SUITE 1000 PLANO, TEXAS 75024 (800) 879-8000 www.us.hilti.com HiltiTechEnnAus. hilti.com EVALUATION SUBJECT: HILTI KWIK HUS -EZ (KH -EZ), KWIK HUS -EZ P (KH -EZ P), KWIK HUS -EZ E (KH -EZ E), AND KWIK HUS -EZ I (KH -EZ I) CARBON STEEL SCREW ANCHORS FOR USE IN CRACKED AND UNCRACKED CONCRETE 1.0 EVALUATION SCOPE Compliance with the following codes: • 2015, 2012, 2009, and 2006 International Building Codee (IBC) • 2015, 2012, 2009, and 2006 International Residential Code® (IRC) • 2013 Abu Dhabi International Building Code (ADIBC)t tThe ADIBC is based on the 2009 IBC. 2009 IBC code sections referenced in this report are the same sections in the ADIBC. For evaluation for compliance with codes adopted by the Los Angeles Department of Building and Safety (LADBS), see ESR -3027 LABC and LARC Supplement. Property evaluated: Structural 2.0 USES The Hilti KWIK HUS -EZ (KH -EZ), KWIK HUS -EZ P (KH -EZ P), and KWIK HUS -EZ E (KH -EZ E) screw anchors are used as anchorage in cracked and uncracked normal - weight and lightweight concrete having a specified strength, G, of 2,500 psi to 8,500 psi (17.2 MPa to 58.6 MPa); and cracked and uncracked normal -weight or sand -lightweight concrete over steel deck having a minimum specified compressive strength, G, of 3,000 psi (20.7 MPa) [minimum of 24 MPa is required under ADIBC Appendix L, Section 5.1.1] to resist static, wind and seismic tension and shear loads. The KWIK HUS -EZ I (KH -EZ I) screw anchors are used as anchorage in cracked and uncracked normal -weight and lightweight concrete having a specified strength, Pc. of 2,500 psi to 8,500 psi (17.2 MPa to 58.6 MPa); and cracked and uncracked normal -weight or sand -lightweight concrete over steel deck having a minimum specified compressive strength, G, of 3,000 psi (20.7 MPa) [minimum of 24 MPa is required under ADIBC Appendix L, Section 5.1.1] to resist static, wind and seismic tension and shear Toads only. Hilti KWIK HUS -EZ (KH -EZ), KWIK HUS -EZ P (KH -EZ P), KWIK HUS -EZ E (KH -EZ E), and KWIK HUS -EZ 1 (KH -EZ I) screw anchors are an altemative to anchors described in Section 1901.3 of the 2015 IBC, Sections 1908 and 1909 of the 2012 IBC, Sections 1911 and 1912 of the 2009 and 2006 IBC. The anchors may also be used where an engineered design is submitted in accordance with Section R301.1.3 of the IRC. 3.0 DESCRIPTION 3.1 KWIK HUS -EZ (KH -EZ): Hilti KWIK HUS -EZ (KH -EZ) anchors are comprised of a body with hex washer head. The anchor is manufactured from carbon steel and is heat-treated. It has a minimum 0.0003 -inch -thick (8 pm) zinc coating in accordance with DIN EN ISO 4042. The anchoring system is available in a variety of lengths with nominal diameters of 1/4 inch, 3/0 inch, 1/2 inch, 6/e inch and 3/4 inch. A typical KWIK HUS -EZ (KH -EZ) is illustrated in Figure 2. The hex head is larger than the diameter of the anchor and is formed with serrations on the underside. The anchor body is formed with threads running most of the length of the anchor body. The anchor is installed in a predrilled hole with a powered impact wrench or torque wrench. The anchor threads cut into the concrete on the sides of the hole and interlock with the base material during installation. 3.2 KWIK HUS -EZ I (KH -EZ I): The KWIK HUS -EZ I (KH -EZ I) anchors are comprised of a body with a long intemally threaded (1/4 inch or 3/e inch intemal thread) hex washer head. The anchor is manufactured from carbon steel and is heat-treated. It has a minimum 0.0003 -inch -thick (8 pm) zinc coating in accordance with DIN EN ISO 4042. The anchoring system is available in two lengths and a nominal diameter of 1/4 inch. A typical KWIK HUS -EZ I (KH -EZ I) is illustrated in Figure 3. The over -sized hex head is larger than the diameter of the anchor and is formed with serrations on the underside. The anchor body is formed with threads running most of the length of the anchor body. The anchor is installed in a ICC -ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report ora recommendation for its use. There is no warranty by ICC Evaluation Service, LLC express or implied as to any finding or other matter in this report, or as to any product covered by the report. Copyright ® 2017 ICC Evaluation Service, LLC. All rights reserved. ESR -3027 I Most Widely Accepted and Trusted predrilled hole with a powered impact wrench or torque wrench directly to the supporting member surface. The anchor threads cut into the concrete on the sides of the hole and interlock with the base material during installation. Shear design values in this report for the KWIK HUS EZ 1 (KH -EZ I) are for threaded inserts with F„ equal to or greater than 125 ksi. For use with inserts with F„ less than 125 ksi, the shear values are multiplied by the ratio of F„ of insert and 125 ksi. 3.3 KWIK HUS -EZ P (KH -EZ P): The KWIK HUS -EZ P (KH -EZ P) anchors are comprised of a body with round pan style head with an indented area in the top of the head with a six point star configuration. The anchor is manufactured from carbon steel and is heat- treated. It has a minimum 0.0003 -inch -thick (8 pm) zinc coating in accordance with DIN EN ISO 4042. The KWIK HUS -EZ P (KH -EZ P) is available in 1/4 inch diameter. See Figure 4. 3.4 KWIK HUS EZ -E (KH -EZ E): The KWIK HUS -EZ E (KH -EZ E) anchors are comprised of a body with a long externally threaded (3/8 inch external thread) head. The anchor is manufactured from carbon steel and is heat-treated. It has a minimum 0.0003 -inch -thick (8 pm) zinc coating in accordance with DIN EN ISO 4042. The KWIK HUS -EZ E (KH -EZ E) is available in '/ inch diameter. See Figure 5. 3.5 Concrete: Normal -weight and lightweight concrete must conform to Sections 1903 and 1905 of the IBC. 3.6 Steel Deck Panels: Steel deck panels must comply with the configurations in Figure 8 and have a minimum base steel thickness of 0.035 inch (0.889 mm). Steel must comply with ASTM A653/A653M SS Grade 33 and have a minimum yield strength of 33,000 psi (228 MPa). 4.0 DESIGN AND INSTALLATION 4.1 Strength Design: 4.1.1 General: Design strength of anchors complying with the 2015 IBC, as well as Section R301.1.3 of the 2015 IRC must be determined in accordance with ACI 318-14 Chapter 17 and this report. Design strength of anchors complying with the 2012 IBC as well as Section R301.1.3 of the 2012 IRC must be determined in accordance with ACI 318-11 Appendix D and this report. Design strength of anchors complying with the 2009 IBC and Section R301.1.3 of the 2009 IRC must be determined in accordance with ACI 318-08 Appendix D and this report. Design strength of anchors complying with the 2006 IBC and 2006 IRC must be in accordance with ACI 318-05 Appendix D and this report. Design parameters provided in Table 2 through Table 7 of this report are based on the 2015 IBC (ACI 318-14) and 2012 IBC (ACI 318-11) unless noted otherwise in Sections 4.1.1 through 4.1.12. The strength design of anchors must comply with ACI 318-14 17.3.1 or ACI 318-11 D.4.1, as applicable, except as required in ACI 318-14 17.2.3 or ACI 318-11 D.3.3, as applicable. Strength reduction factors, as given in ACI 318-14 17.3.3 or ACI 318-11 D.4.3, as applicable, and noted in Tables 3 and 4 of this report, must be used for load combinations calculated in accordance with Section 1605.2 of the IBC and Section 5.3 of ACI 318-14 or Section 9.2 of ACI 318-11, as applicable. Strength reduction factors, (6, as Page 2of17 given in ACI 318-11 D.4.4 must be used for Toad combinations calculated in accordance with ACI 318-11 Appendix C. The value of Pc used in the calculations must be limited to a maximum of 8,000 psi (55.2 MPa), in accordance with ACI 318-14 17.2.7 or ACI 318-11 D.3.7, as applicable. An example calculation in accordance with the 2015 and 2012 IBC is provided in Figure 9. 4.1.2 Requirements for Static Steel Strength in Tension, N.: The nominal static steel strength, Nom, of a single anchor in tension calculated in accordance with ACI 318-14 17.4.1.2 or ACI 318-11 D.5.1.2, as applicable, is given in Table 3 of this report. Strength reduction factors,, corresponding to brittle steel elements must be used. 4.1.3 Requirements for Static Concrete Breakout Strength in Tension, Nab or Ncbo: The nominal concrete breakout strength of a single anchor or a group of anchors in tension, Nob and k68, respectively, must be calculated in accordance with ACI 318-14 17.4.2 or ACI 318-11 D.5.2, as applicable, with modifications as described in this section. The basic concrete breakout strength of a single anchor in tension, Nb, must be calculated in accordance with ACI 318-14 17.4.2.2 or ACI 318-11 D.5.2.2, as applicable, using the values of her and ku as given in Tables 3 and 7 of this report. The nominal concrete breakout strength in tension in regions where analysis indicates no cracking in accordance with ACI 318-14 17.4.2.6 or ACI 318-11 D.5.2.6, as applicable, must be calculated with the value of k,,,,u as given in Table 3 and with Wc,N= 1.0. For anchors installed in the lower or upper flute of the soffit of sand -lightweight or normal -weight concrete -filled steel deck floor and roof assemblies, as shown in Figure 8, calculation of the concrete breakout strength in accordance with ACI 318-14 17.4.2 or ACI 318-11 D.5.2, as applicable, is not required. 4.1.4 Requirements for Static Pullout Strength In Tension, Np: The nominal pullout strength of a single anchor in accordance with ACI 318-14 17.4.3.1 and 17.4.3.2 or ACI 318-11 D.5.3.1 and D.5.3.2, as applicable, in cracked and uncracked concrete, Np,d, and Np,,„,c,, respectively, is given in Table 3. In lieu of ACI 318-14 17.4.3.6 or ACI 318-11 D.5.3.6, as applicable, (po,a = 1.0 for all design cases. In accordance with ACI 318-14 17.4.3 or ACI 318-11 0.5.3, as applicable, the nominal pullout strength in cracked concrete may be adjusted according to Eq. -1: Np,ft = Nps, lz,soo)u (Ib, psi) (Eq -1) Npf: =Np.cr (f� 1" (N, MPa) 17.2 where P' is the specified concrete compressive strength and n is the factor defining the influence of concrete compressive strength on the pullout strength. For the '/4 -inch -diameter anchor at 15/8 inches nominal embedment in cracked concrete, n is 0.3. For all other cases, n is 0.5. In regions where analysis indicates no cracking in accordance with ACI 318-14 17.4.3.6 or ACI 318-11 D.5.3.6, as applicable, the nominal pullout strength in tension may be( adjusted according to Eq -2: NPfl = Np,uncr (z.soo)n (Ib, psi) (Eq -2) Np,fd = NF.una. (1)u (N, MPa) where Pc is the specified concrete compressive strength and n is the factor defining the influence of concrete compressive strength on the pullout strength. For the 1/4 -inch -diameter anchor at a nominal embedment of ESR -3027 I Most Widely Accepted and Trusted 15/8 inches in uncracked concrete, n is 0.3. For all other cases, n is 0.5. Where values for Np,a or Np,una are not provided in Table 3 of this report, the pullout strength in tension need not be considered. The nominal pullout strength in tension of the anchors installed in the soffit of sand -lightweight or normal -weight concrete filled steel deck floor and roof assemblies, as shown in Figure 8, is provided in Table 5 for KWIK HUS -EZ and KWIK HUS -EZ P and Table 6 for KWIK HUS -EZ I and KWIK HUS -EZ E. In accordance with ACI 318-14 17.4.3.2 or ACI 318-11 D.5.3.2, as applicable, the nominal pullout strength in cracked concrete must be calculated according to Eq -1, whereby the value of Np,de,ka must be substituted for Np and the value of 3,000 psi (20.7 MPa) must be substituted for the value of 2,500 psi (17.2 MPa) in the denominator. In regions where analysis indicates no cracking in accordance with ACI 318-14 17.4.3.6 or ACI 318-11 5.3.6, as applicable, the nominal strength in uncracked concrete must be calculated according to Eq -2, whereby the value of Np,deckunw must be substituted for Np,unc, and the value of 3,000 psi (20.7 MPa) must be substituted for the value of 2,500 psi (17.2 MPa) in the denominator. 4.1.5 Requirements for Static Steel Shear Capacity, VBe: The nominal steel strength in shear, Vee, of a single anchor in accordance with ACI 318-14 17.5.1.2 or ACI 318-11 D.6.1.2, as applicable is given in Table 4 of this report and must be used in lieu of the values derived by calculation from ACI 318-14 Eq. 17.5.1.2b or ACI 318-11 Eq. D-29, as applicable. The strength reduction factor, corresponding to brittle steel elements must be used. The nominal shear strength Vsa,deck, of anchors installed in the soffit of sand -lightweight or normal -weight concrete filled steel deck floor and roof assemblies, as shown in Figure 8, is given in Table 5 for KWIK HUS -EZ and KWIK HUS -EZ P and Table 6 for KWIK HUS -EZ I and KWIK HUS -EZ E. Shear values for KWIK HUS -EZ I (KH -EZ I) are for threaded inserts with F„ a 125 ksi. For use with inserts with F„ less than 125 ksi, the shear values are multiplied by the ratio of F„ of insert and 125 ksi. 4.1.6 Requirements for Static Concrete Breakout Strength in Shear, Vim, or Vcbg: The nominal concrete breakout strength of a single anchor or group of anchors in shear, Kb or Vag, respectively, must be calculated in accordance with ACI 318-14 17.5.2 or ACI 318-11 D.6.2, as applicable, with modifications as described in this section. The basic concrete breakout strength in shear, Vb, must be calculated in accordance with ACI 318-14 17.5.2.2 or ACI 318-11 D.6.2.2, as applicable, using the values of to and da (do) given in Table 4. For anchors installed in the lower or upper flute of the soffit of sand -lightweight or normal -weight concrete -filled steel deck floor and roof assemblies, as shown in Figure 8, calculation of the concrete breakout strength In accordance with ACI 318-1417.5.2 or ACI 318-11 D.6.2 is not required. 4.1.7 Requirements for Static Concrete Pryout Strength in Shear, or V,,pg: The nominal concrete pryout strength of a single anchor or group of anchors, Kg or Veep, respectively, must be calculated in accordance with ACI 318-1417.5.3 or ACI 318-11 D.6.3, as applicable, using the coefficient for pryout strength, kip provided in Table 4 and the value of N.b or Nag as calculated in Section 4.1.3 of this report. For anchors installed in the lower or upper flute of the soffit of sand -lightweight or normal -weight concrete -filled steel deck floor and roof assemblies, as shown in Figure 8, Page 3 of 17 calculation of the concrete pryout strength in accordance with ACI 318-1417.5.3 or ACI 318-11 D.6.3 is not required. 4.1.8 Requirements for Seismic Design: 4.1.8.1 General: For load combinations including seismic, the design must be in accordance with ACI 318-14 17.2.3 or ACI 318-11 D.3.3, as applicable. Modifications to ACI 318-14 17.2.3 shall be applied under Section 1905.1.8 or the 2015 IBC. For the 2012 IBC, Section 1905.1.9 shall be omitted. Modifications to ACI 318 (-08, -05) D.3.3 shall be applied under Section 1908.1.9 of the 2009 IBC, or Section 1908.1.16 of the 2006 IBC, as applicable. The ,anchors comply with ACI 318-14 2.3 or ACI 318-11 D.1, as applicable, as brittle steel elements and must be designed in accordance with ACI 318-14 17.2.3.4 or 17.2.3.5; ACI 318-11 D.3.3.4 or D.3.3.5; ACI 318-08 D.3.3.5 or D.3.3.6; or ACI 318-05 D.3.3.5, as applicable. 4.1.8.2 Seismic Tension: The nominal steel strength and nominal concrete breakout strength for anchors in tension must be calculated in accordance with ACI 318-14 17.4.1 and 17.4.2 or ACI 318-11 D.5.1 and D.5.2, respectively, as applicable, as described in Sections 4.1.2 and 4.1.3 of this report. In accordance with ACI 318-14 17.4.3.2 or ACI 318-11 D.5.3.2, as applicable, the appropriate value for pullout strength in tension for seismic loads, Np,eq or Np,dea,r, described in Tables 3 and 5 for KWIK HUS -EZ and KWIK HUS -EZ P, respectively; and in Tables 3 and 6 for KWIK HUS -EZ I and KWIK HUS -EZ E, respectively, must be used in lieu of Np. Np,eQ or Np,debka may be adjusted by calculations for concrete compressive strength in accordance with Eq -1 of this report in addition for concrete -filled steel deck floor and roof assemblies the value of 3,000 psi (20.7 MPa) must be substituted for the value of 2,500 psi (17.2 MPa) in the denominator. Where values for Np,eq are not provided in Table 3 of this report, the pullout strength in tension for seismic loads need not be evaluated. 4.1.8.3 Seismic Shear: The nominal concrete breakout strength and pryout strength in shear must be calculated in accordance with ACI 318-14 17.5.2 and 17.5.3 or ACI 318-11 D.6.2 and D.6.3, respectively, as applicable, as described in Sections 4.1.6 and 4.1.7 of this report. In accordance with ACI 318-14 17.5.1.2 or ACI 318-11 D.6.1.2, as applicable, the appropriate value for nominal steel strength for seismic loads, VSe,eg or Vse,deekeQ described in Tables 4 and 5 for KWIK HUS -EZ and KWIK HUS -EZ P, respectively; and in Tables 4 and 6 for KWIK HUS -EZ I and and KWIK HUS -EZ E, respectively, must be used in lieu of Vea. 4.1.9 Requirements for Interaction of Tensile and Shear Forces: For anchors or groups of anchors that are subject to the effects of combined tensile and shear forces, the design must be determined in accordance with ACI 318-1417.6 or ACI 318-11 D.7, as applicable. 4.1.10 Requirements for Minimum Member Thickness, Minimum Anchor Spacing and Minimum Edge Distance: In lieu of ACI 318-14 17.7.1 and 17.7.3 or ACI 318-11 D.8.1 and D.8.3, as applicable, values of sink and cmin, respectively, as given in Table 2 of this report must be used. In lieu of ACI 318-14 17.7.5 or ACI 318-11 D.8.5, as applicable, minimum member thicknesses, hmin as given in Table 2 must be used. Additional combinations for minimum edge distance, Cm/n, and minimum spacing distance, sad., may be derived by linear interpolation between the given boundary values as defined in Table 2 of this report. For anchors installed through the soffit of steel deck assemblies, the anchors must be installed in accordance with Figure 8 and shall have an axial spacing along the flute equal to the greater of 3hef or 1.5 times the flute width. ESR -3027 1 Most Widely Accepted and Trusted For %-inch and 3/8 -inch KWIK HUS -EZ (KH -EZ) and KWIK HUS -EZ P (KH -EZ P) anchors installed on the top of steel deck assemblies, values of cac,deck,rop, s,„(„,deck,f p, and cmin,deck,top, as given in Table 7 of this report must be used. 4.1.11 Requirements for Critical Edge Distance, cm: In applications where c < cac and supplemental reinforcement to control splitting of the concrete is not present, the concrete breakout strength in tension for uncracked concrete, calculated in accordance with ACI 318-14 17.4.2 or ACI 318-11 D.5.2, as applicable, must be further multiplied by the factor Vicp,N as given by Eq -3: _ 'rcp,N— cac (Eq -3) where the factor wcp,N need not be taken as less than 1.5ha► For all other cases, (KA,N = 1.0. In lieu of using ACI bac 318-14 17.7.6 or ACI 318-11 D.8.6, as applicable, values of cac must comply with Tables 3 and 7. 4.1.12 Lightweight Concrete: For the use of anchors in lightweight concrete, the modification factor Aa equal to 0.8A is applied to all values of -i affecting N„ and V,,. For ACI 318-14 (2015 IBC), ACI 318-11 (2012 IBC) and ACI 318-08 (2009 IBC), A shall be determined in accordance with the corresponding version of ACI 318. For ACI 318-05 (2006 IBC), A shall be taken as 0.75 for all lightweight concrete and 0.85 for sand -lightweight concrete. Linear interpolation shall be permitted if partial sand replacement is used. In addition, the pullout strengths and Naa shall be multiplied by the modification factor, Aa, as applicable. For anchors installed in the soffit of sand -lightweight concrete -filled steel deck and floor and roof assemblies, further reduction of the pullout values provided in this report is not required. 4.2 Allowable Stress Design (ASD): 4.2.1 General: Design values for use with allowable stress design Toad combinations calculated in accordance with Section 1605.3 of the IBC must be established using the following equations: Tallowable,ASD =° (Eq -4) Vallowabre,ASD - �Qa (Eq -5) where: Talloweble,ASD Vallowabre ASD ON,, qV„ Allowable tension load Allowable shear load (Ib, N) (Ib, N) = Lowest design strength of an anchor or anchor group in tension as determined in accordance with ACI 318-14 Chapter 17 and 2015 IBC Section 1905.1.8, ACI 318- 11 Appendix D, ACI 318-08 Appendix D and 2009 IBC Section 1908.1.9, ACI 318- 05 Appendix D and 2006 IBC Section 1908.1.16, and Section 4.1 of this report, as applicable. = Lowest design strength of an anchor or anchor group in shear as determined in accordance with ACI 318-14 Chapter 17 and 2015 IBC Section 1905.1.8, ACI 318- 11 Appendix D, ACI 318-08 Appendix D and 2009 IBC Section 1908.1.9, ACI 318- 05 and 2006 IBC Section 1908.1.16, and Section 4.1 of this report, as applicable. Page 4 of 17 a = Conversion factor calculated as a weighted average of the Toad factors for the controlling load combination. In addition, a must include all applicable factors to account for nonductile failure modes and required over -strength. Limits on edge distance, anchor spacing and member thickness as given in Table 2 of this report must apply. An example of Allowable Stress Design tension values is given in Table 8 and Figure 9. 4.2.2 Interaction of Tensile and Shear Forces: The interaction must be calculated and consistent with ACI 318-14 17.6 or ACI 318 (-11, -08, -05) D.7, as follows: For shear loads VapWled 5 0.2VBryoweble,ASD, the full allowable load in tension Teaowabra,ASD shall be permitted. For tension loads Tapp1ed 5 0.2Tauoweble,ASD, the full allowable load in shear VaBowable,ASD shall be permitted. For all other cases: Tapplied+, Vapprled 5 1.2 (Eq -6) Tallowable,ASD Vallowable,ASD 4.3 Installation: Installation parameters are provided in Tables 1, 2 and 7 and Figures 1, 7A, 7B, 7C, 7D and 8. Anchor locations must comply with this report and plans and specifications approved by the code official. The Hilti KWIK HUS -EZ (KH -EZ), KWIK HUS -EZ P (KH -EZ P), KWIK HUS -EZ E (KH -EZ E) and KWIK HUS -EZ I (KH -EZ I) must be installed in accordance with the manufacturer's published instructions and this report. In case of conflict, this report governs. Anchors must be installed in holes drilled into concrete perpendicular to the surface using carbide -tipped masonry drill bits complying with ANSI B212.15-1994 or using the Hilti SafeSet SystemT"”. The Hilti SafeSet SystemTM is comprised of Hilti TE -YD or TE -CD Hollow Drill Bits with a Hilti vacuum with a minimum value for the maximum volumetric flow rate of 129 CFM (61 f/s). The Hollow Drill Bits are not permitted for use with the 1/4 -inch and 3/8 -inch diameter anchors. The nominal drill bit diameter must be equal to that of the anchor. The minimum drilled hole depth, ha, is given in Tables 2, 5, and 6. When drilling dust is not removed after hole drilling, make sure to drill deep enough to achieve h„o„,, taking into account the depth of debris remaining in the hole. If dust and debris is removed from the drilled hole with the Hilti TE -YD or TE -CD Hollow Drill Bits or compressed air, vacuum, or a manual pump, h„o„, is achieved at the specified value of ho.. The anchor must be installed Into the predrilled hole using a powered impact wrench or installed with a torque wrench until the proper nominal embedment depth is obtained. The maximum impact wrench torque, Tr+pacr,ma,, and maximum installation torque, Tlnsy,„ax for the manual torque wrench must be in accordance with Table 2. The KWIK HUS -EZ (KH -EZ), KWIK HUS -EZ P (KH -EZ P), KWIK HUS -EZ E (KH -EZ E) and KWIK HUS -EZ I (KH -EZ 1) may be loosened by a maximum of one turn and retightened with a torque wrench or powered impact wrench to facilitate fixture attachment or realignment. Complete removal and reinstallation of the anchor is not allowed. For installation in the soffit of concrete on steel deck assemblies, the hole diameter in the steel deck must not exceed the diameter of the hole in the concrete by more the 1/8 inch (3.2 mm). For member thickness and edge distance restrictions for installations into the soffit of concrete on steel deck assemblies, see Figure 8. For installation of %-inch and 3/8 -inch KWIK HUS -EZ (KH -EZ) and KWIK HUS -EZ P (KH -EZ P) anchors on the 4 ESR -3027 I Most Widely Accepted and Trusted top of steel deck assemblies, see Table 7 for installation setting information. 47Special,lnspection: -- cc Penodicapecial,inspection is required, ,in accordancekwith Section 1705.1.1 and Table ,31705:3 • oft _the 2015_tBG ands 2012 IBC;S ction 1704.15 of the 2009 IBC; or_Section, 13 of the_ 20061-IBC,Las appficableA The special inspector must be on the site periodically during anchor installation to verify anchor type, anchor dimensions, hole dimensions, concrete type, concrete compressive strength, drill bit type and size, hole dimensions, hole cleaning procedures, anchor spacing(s), edge distance(s), concrete member thickness, anchor embedment, installation torque, Impact wrench power and adherence to the manufacturer's printed installation instructions and the conditions of this report (in case of conflict, this report governs). The special inspector must be present as often as required in accordance with the "statement of special inspection." Under the IBC, additional requirements as set forth in Sections 1705, 1706 and 1707 must be observed, where applicable. 5.0 CONDITIONS OF USE Hilti KWIK HUS -EZ (KH -EZ), KWIK HUS -EZ P (KH -EZ P), KWIK HUS -EZ E (KH -EZ E) and KWIK HUS -EZ I (KH -EZ I) concrete anchors described in this report are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 The anchors must be installed in accordance with the manufacturer's published installation instructions and this report. In case of conflict, this report govems. 5.2 Anchor sizes, dimensions, and minimum embedment depths are as set forth in this report. 5.3 Anchors must be installed in accordance with Section 4.3 of this report in uncracked or cracked normal -weight concrete and lightweight concrete having a specified compressive strength, f'0, of 2,500 psi to 8,500 psi (17.2 MPa to 58.6 MPa) [minimum of 24 MPa is required under ADIBC Appendix L, Section 5.1.1], and cracked and uncracked normal -weight or sand -lightweight concrete over metal deck having a minimum specified compressive strength, fe, of 3,000 psi (20.7 MPa) [minimum of 24 MPa is required under ADIBC Appendix L, Section 5.1.1]. 5.4 The value of f' used for calculation purposes must not exceed 8,000 psi (55.2 MPa). 5.5 The concrete must have attained its minimum design strength prior to installation of the anchors. 5.6 Strength design values must be established in accordance with Section 4.1 of this report. 5.7 Allowable stress design values must be established in accordance with Section 4.2 of this report. 5.8 Anchor spacing(s) and edge distance(s), and minimum member thickness, must comply with Table 2 and Figure 8 of this report. 5.9 Reported values for the KWIK HUS -EZ I (KH -EZ I) with an internally threaded hex washer head do not consider the steel insert element which must be verified by the design professional. Shear design values in this report for the KWIK HUS -EZ I (KH -EZ I) are for threaded inserts with F. equal to or greater than 125 ksi. For use with inserts with F. less than 125 ksi, the shear values are multiplied by the ratio of F. of insert and 125 ksi. 5.10 Prior to installation, calculations and details demonstrating compliance with this report must be Page 5 of 17 submitted to the code official. The calculations and details must be prepared by a registered design professional where required by the statutes of the jurisdiction in which the project is to be constructed. 5.11 Since an ICC -ES acceptance criteria for evaluating data to determine the performance of anchors subjected to fatigue or shock loading is unavailable at this time, the use of these anchors under such conditions is beyond the scope of this report. 5.12 Anchors may be installed in regions of concrete where cracking has occurred or where analysis indicates cracking may occur (fpfr), subject to the conditions of this report. 5.13 Anchors may be used to resist short-term loading due to wind or seismic forces, subject to the conditions of this report. 5.14 Anchors are not permitted to support fire -resistance - rated construction. Where not otherwise prohibited in the code, anchors are permitted for use with fire - resistance -rated construction provided that at least one of the following conditions is fulfilled: • Anchors are used to resist wind or seismic forces only. • Anchors that support gravity load-bearing structural elements are within a fire -resistance -rated envelope or a fire -resistance -rated membrane, are protected by approved fire -resistance -rated materials, or have been evaluated for resistance to fire exposure in accordance with recognized standards. • Anchors are used to support nonstructural elements. 5.15 Anchors have been evaluated for reliability against brittle failure and found to be not significantly sensitive to stress-induced hydrogen embrittlement. 5.16 Use of carbon steel anchors is limited to dry, interior locations. 5.17 Special inspection must be provided in accordance with Sections 4.4. 5.18 KWIK HUS -EZ (KH -EZ), KWIK HUS -EZ P (KH -EZ P), KWIK HUS -EZ E (KH -EZ E) and KWIK HUS -EZ I (KH -EZ I) anchors are manufactured by Hilti AG, under a quality control program with inspections by ICC -ES. 6.0 EVIDENCE SUBMITTED Data in accordance with the ICC -ES Acceptance Criteria for Mechanical Anchors in Concrete Elements (AC193), dated October 2015, which incorporates requirements in ACI 355.2-07 / ACI 355.2-04, for use in cracked and uncracked concrete; and quality control documentation. 7.0 IDENTIFICATION HILTI KWIK HUS -EZ (KH -EZ), KWIK HUS -EZ P (KH -EZ P), KWIK HUS -EZ E (KH -EZ E) and KWIK HUS -EZ I (KH -EZ I) anchors are identified by packaging with the company name (Hilti, Inc.) and contact information, anchor name, anchor size, and evaluation report number (ESR -3027). The anchors with hex washer head have KH -EZ, HILTI, and anchor size and anchor length embossed on the anchor head. Identifications are visible after installation, for verification. 6 - ESR -3027 1 Most Widely Accepted and Trusted Page 6 of 17 TABLE 1—KWIK HUS -EZ (KH -EZ) AND KWIK HUS -EZ I (KH -EZ 1) PRODUCT INFORMATION Name and Size Diameter Total Length - under the anchor head (1"„d,) Minimum Nominal Embedment (h„"„,) KH -EZ 1/4” x1 5/8' 11/4" '/a" 04" UNC -20 –Internal Thread Length - .375') 15/8° 15/8" KH-EZ'/4" x1 5/8' 13/e' 1/4" (3/8" UNC -16 –Intemal Thread Length - .453°) 15/8 15/8° KH -EZ 1/4' x2'/2' 11/4" 1/4" ('/a" UNC -20 –Intemal Thread Length - .375") 21/2" 2'/2" KH -EZ '/4 x2'/2' 13/9" 1/4" (3/e" UNC -16 –Internal Thread Length - .4531 21/2" 21/2" KH -EZ P'/4x1'/8' 1/4 1'/8" 15/8" KH -EZ P 1/4"x21/4" '/4" 254. 15/8 KH -EZ E'/45(15/8' 1/4°°(3/8" UNC -16 –External Thread Length - .453') 15/8" 15/8" KH -EZ 1/4"x1 7/8° 1/4" 17/8 15/8 KH -EZ 1/4"x25/8" 1/4" 25/8' 15/8" KH -EZ 1/4'x3" 114' 3" 15/8" KH -EZ 1/4x31/2' 1/4. 31/2" 15/8" KH -EZ 1/4"x4" 1/4" 4' 15/8. KH -EZ 3/85(17/8' 3/8" 17/8' 15/5'. KH -EZ 318"x21/8" 3/8 21/8 15/8" KH -EZ 3/8"x3" 3/8 3' 2'/2" KH -EZ 3/8'x31/2" 3/8. 31/2. 2'/2' KH -EZ 3/8"x4' 3/8" 4" 31/4" KH -EZ 3/8"x5' 3/8" 5" 31/4 KH-EZ'/z x21/2" 1/2° 2'/2" 21/4 KH -EZ 1/25(3' 1/2" 3' 21/4 KH -EZ 1/2.x31/2. 1/2. 31/2 3, KH -EZ 1/254' 1/2" 4° 3' KH -EZ 1/25x41/2. 1/2 41/2. 3. KH -EZ 1/25(5" 1/2 5' 3' KH-EZ'/2"x6" 1/2" 6' 3" KH -EZ 518°x31/2. 5/8 31/2" 31/4' KH -EZ 5/8x4° 5/9. 4" 31/4" KH -EZ 518.x51/2" 5/8 51/2 31/4. KH -EZ 5/8x02 9/8" 61/2 31/4 KH -EZ 5/85(8" 5/8' 8" 31/4. KH -EZ 3/45(41/2" 3/4" 41/2" 4" KH -EZ 3/45(51/2' 3/4. 51/2° 4" KH -EZ 3/4'x7" 3/4' 7' 4" KH -EZ 3/4•x8" 3/4" 8' 4' KH -EZ 3/45(9" 3/4 9' 4" For SI: 1 inch = 25.4 mm. ESR -3027 1 Most Widely Accepted and Trusted Page 7 of 17 FIGURE 1—KWIK HUS EZ ANCHOR FIGURE 2—HILTI KWIK HUS EZ CONCRETE SCREW ANCHOR FIGURE 4—HILTI KWIK HUS EZ P ANCHOR FIGURE 3—HILTI KWIK HUS -EZ I ANCHOR FIGURE 5—HILTI KWIK HUS -EZ E ANCHOR Hilti SafeSet"' System with Hollow Drill Bit Hilti Dust Removal Systems Hilti TE -CD or TE -YD Hollow Carbide Drill Bit with a Hilti Vacuum (per section 4.3) Hilti Rotary Hammer Drill with DRS (Dust Removal System) Module Hilti TE DRS -D Dust Removal System with Hilti Vacuum FIGURE 6—HILTI SAFESETnd AND DUST REMOVAL SYSTEMS ESR -3027 I Most Widely Accepted and Trusted Page 8of17 1/2, 5/8, and 3/4, only FIGURE 7A—INSTALLATION INSTRUCTIONS - HILTI KWIK HUS EZ (KH -EZ) WS 1/2 iY 4;4 +YUMAdi'nEMS FIGURE 7B—INSTALLATION INSTRUCTIONS - HILTI KWIK HUS EZ I (KH -EZ I) FIGURE 7C - INSTALLATION INSTRUCTIONS - HILTI KWIK HUS EZ P (KH -EZ P) FIGURE 7D - INSTALLATION INSTRUCTIONS - HILTI KWIK HUS -EZ E (KH -EZ E) ESR -3027 I Most Widely Accepted and Trusted Page 9 of 17 TABLE 2 -KINK HUS -EZ (KH -EZ), KWIK HUS -EZ P (KH -EZ P), KWIK HUS -EZ E (KH -EZ E), AND KWIK HUS -EZ 1(KH-EZ I) INSTALLATION INFORMATION AND ANCHOR SPECIFICATION Characteristic Symbol Units Nominal Anchor Diameter (inches) 1/4 (KH -EZ I and KH -EZ E) 1 4 3/8 1/2 5/8 3/4 Head Style - - Internally (1) or Externally (E) Threaded Hex or P Head Hex Head Hex Head Standard Had Hex Head Standard Head Nominal Diameter (�e,s in. 1/4 3/8 1/2 5/8 3/4 Drill Bit Diameter doom in. 1/4 3/8 1/2 5/8 3/4 Minimum Baseplate Clearance Hole Diameter do in. 5 N/A 3 /8 , /z 5 /e 3 !a 7 le Maximum Installation Torque 4 T8„r,„„, ft-lbf 18 19 40 45 85 95 Maximum Impact Wrench Torque Rating3 T,„=, ft-Ibf 114 137 114 137 114 450 137 450 450 450 Minimum Nominal Embedment depth h„„„ in. 154 21/2 15/8 21/2 15/5 21/2 31/4 21/4 3 41/4 31/4 5 4 61/4 Effective Embedment Depth h,r in. 1.18 1.92 1.18 1.92 1.11 1.86 2.50 1.52 2.16 3.22 2.39 3.88 2.92 4.84 Minimum Hole Depth h, in. 2 23/4 2 27/8 13/4 23/4 31/2 23/8 33/8 45/5 35/8 53/8 43/8 65/8 Critical Edge Distance2 c,„ in. 2.00 2.78 2.00 2.78 2.63 2.92 3.75 2.75 3.75 5.25 3.63 5.82 4.41 7.28 Minimum Spacing at Critical 2 Edge distance s,„k,' In. 1.50 2.25 3.0 Minimum Edge Distance2 c„,,' in. 1.50 1.75 Minimum Spacing Distance at Minimum Edge Distance s„�' in. 3.0 4 0 Minimum Concrete Thickness h„„„ In. 3.25 4.125 3.25 4.125 3.25 4 4.75 4.5 4.75 6.75 5 7 6 8.125 Wrench socket size - KH -EZ I Model 1/4 Internal Thread in. 3 8 Not Applicable 3/9 Internal Thread 1/2 Wrench socket size - KH -EZ Model - in. N/A '/18 9/18 3/4 13/46 11!e Wrench socket size - KH -EZ E Model - in. 1/2 N/A Max. Head height KH -EZ E Model External thread in. 1 3/e N/A Max. Head height - KH -EZ I Model 1/4° Internal Thread in. 5/8 Not Applicable 3/6 Internal Thread 11/16 Max. Head height - in. N/A 0.24 0.35 0.49 0.57 0.70 Effective tensile stress area Ass (A)5 in 2 0.045 0.086 0.161 0.268 0.392 Minimum specified ultimate strength f„t. psi 125,000 106,975 120,300 112,540 90,180 81,600 For SI: 1 inch = 25.4 mm, 1 ft-Ibf = 1.356 N -m, 1 psi = 6.89 kPa, 1 int = 645 mm2, 1 Ib/in = 0.175 N/mm. 1The data presented in this table is to be used in conjunction with the design criteria of ACI 318-14 Chapter 17 or ACI 318-11 Appendix D, as applicable. 2For installations through the soffit of steel deck into concrete (see Figure 8) anchors installed in the lower flute may be installed with a maximum 1 inch offset in either direction from the center of the flute. 3Because of variability in measurement procedures, the published torque of an impact tool may not correlate properly with the above setting torques. Over -torquing can damage the anchor and/or reduce its holding capacity. 4T18,4,„,„,8 applies to installations using a calibrated torque wrench. 5The notation in parenthesis is for the 2006 IBC. 6The KWIK HUS -EZ I (KH -EZ I) and KWIK HUS -EZ E (KH -EZ E) versions are driven directly to the supporting member surface. 'Additional combinations for minimum edge distance, c„8,„ and minimum spacing distance, s,m„ or s„d„,, may be derived by linear interpolation between the given boundary values. ESR -3027 I Most Widely Accepted and Trusted Page 10 of 17 TABLE 3-HILTI KWIK HUS -EZ (KH -EZ), KWIK HUS -EZ P (KH -EZ P), KWIK HUS -EZ E (KH -EZ E), AND KWIK HUS -EZ I (KH -EZ 1) TENSION STRENGTH DESIGN DATA1.2.47 Characteristic Symbol Units Nominal Anchor Dlameter(inches) /4 (KH -EZ I and KH -EZ E) 1 /a 3 /e 7 /z S/e 3/a Anchor Category 1, 2 or 3 3 1 3 1 1 Head Style - - Internally (1) (E)Threaded or Externally Hex Head or P Head Hex Head Hex Head Hex Head Hex Head Hex Head Nominal Embedment Depth h„o,,, in. 15/8 21/2 16/8 21/2 16/8 2'/2 31/4 21/4 3 4'/4 3'/4 5 4 61/4 Steel Strength in Tension (ACI 318-1417.4.1 or ACI 318-11 D.5.1) Tension Resistance of Steel NN. Ib. 5,660 9,200 10,335 18,120 24,210 32,015 Reduction Factor for Steel Strength3.8 vse - 0.65 Concrete Breakout Strength In Tension (ACI 318-1417.4.2 or ACI 318-11 D.5.2) Effective Embedment Depth he in. 1.18 1.92 1.18 1.92 1.11 1.86 2.50 1.52 2.16 3.22 2.39 3.88 2.92 4.84 Critical Edge Distance cs, in. 2.00 2.78 2.00 2.78 2.63 2.92 3.75 2.75 3.75 5.25 3.63 5.82 4.41 7.28 Effectiveness Factor - Uncracked Concrete k„„c, - 24 27 Effectiveness Factorkr - Cracked Concrete - 17 Modification factor for cracked and uncracked concrete KN - 1.0 Reduction Factor for Concrete Breakout Strength2.3 At - 0.45 0.65 0.45 0.65 Pullout Strength In Tension (Non Seismic Applications) (ACI 318-1417.4.3 or ACI318-11 D.5.3) Characteristic pullout strength, uncracked concrete (2 500psi) N' °•„"" Ib. 1,3058 2,3505 1,3056 2,3506 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Characteristic pullout strength, cracked concrete (2500 psi) Na U' Ib. 6656 1,1655 6656 1,1655 7255 N/A N/A N/A N/A N/A N/A N/A N/A N/A Reduction factorfor pullout strength - 0.45 0.65 0.45 0.65 Pullout Strength in Tension (Seismic Applications) (ACI 318-1417.4.3 or ACI 318-11 D.5.3) Characteristic Pullout Strength, Seismic (2 500 psi) NP.,' Ib. 5356 1,1655 5356 1,1655 7255 N/A N/A N/A N/A N/A N/A N/A N/A N/A Reduction Factor for Pullout Strength2.3 (2,500 psi) 0, - 0.45 0.65 0.45 0.65 Axial Stiffness In Service Load Range Uncracked Concrete f3,,,, lb/in. 760,000 Cracked Concrete pc, 293,000 or SI: 1 inch = 25.4 mm, 1 ft-Ibf =1.356 N m, 1 psi = 6.89 kPa, 1 int = 645 mm2, 1 lb/in = 0.175 N/mm. 'The data in this table is intended for use with the design provisions of ACI 318-14 Chapter 17 or ACI 318-11 Appendix D, as applicable; for anchors resisting seismic load combinations the additional requirements of ACI 318-1417.2.3 or ACI 318-11 D.3.3, as applicable, shall apply. 2 Values of 0 in this table apply when the load combinations for ACI 318-14 Section 5.3, ACI 318-11 Section 9.2 or IBC Section 1605.2 are used and the requirements of ACI 318-1417.3.3 or ACI 318-11 D.4.3, as applicable, for Condition B are met. For situations where reinforcement meets the requirements of Condition A, ACI 318-1417.3.3 or ACI 318-11 D.4.3, provides the appropriate 0 factor, as applicable. 31f the load combinations of ACI 318-11 Appendix C are used, the appropriate value of 0 must be determined in accordance with ACI 318-11 D.4.4. 41n this report, N/A denotes that pullout resistance does not govem and does not need to be considered. 5The characteristic pullout resistance for concrete compressive strengths greater than 2,500 psi may be increased by multiplying the value in the table by (F, /2,500)° 5 for psi or (Po/17.2)° 5 for MPa. 6The characteristic pullout resistance for concrete compressive strengths greater than 2,500 psi may be increased by multiplying the value in the table by (Pa/2,500)6.3 for psi or (Po/f7.2)6.3 for MPa. 'For lightweight concrete, calculate values according to Section 4.1.12 of this report. 8The KWIK HUS -EZ (KH -EZ) , KWIK HUS -EZ P (KH -EZ P), KWIK HUS -EZ E (KH -EZ E), and KWIK HUS -EZ I (KH -EZ I) are considered brittle steel elements as defined by ACI 318-14 2.3 or ACI 318-11 D.1, as applicable. ESR -3027 1 Most Widely Accepted and Trusted Page 11 of 17 TABLE 4-HILTI KWIK HUS -EZ (KH -EZ) , KWIK HUS -EZ P (KH -EZ P), KWIK HUS -EZ E (KH -EZ E), AND KWIK HUS -EZ I (KH -EZ 1) SHEAR STRENGTH DESIGN DATA''' Characteristic Symbol Units Nominal Anchor Diameter (Inches) 1/4 3/8 1/2 5/8 3/4 Head Style - - KH -EZ 1 and KH -EZ E (Internally or Extemally Threaded) Hex Head and P Head Hex Head Hex Head Anchor Category 1,2 or 3 3 1 3 1 3 1 1 Embedment Depth h„,,,, in. 15/8 21/2 15/8 21/2 15/8 21/2 15/8 21/2 31/4 21/4 3 41/4 31/4 5 4 61/4 Internal Thread Diameter - in _ /4 3/8 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Steel Strength In Shear (ACI 318-1417.5.1 or ACI 318-11 D 6.1)4'5' Shear Resistance of Steel - Static V. ib. 1,360' 1, 3157 1,550 3,670 5,185 9,245 11,220 16,660 Shear Resistance of Steel -Seismic Vnor ib. 7 605 1,120 1,395 3,670 3,110 5,545 6,735 11,555 Reduction Factor for Steel Strength3 �� 0.60 Concrete Breakout Strength In Shear (ACI 318-1417.5.2 or ACI 318-11 D.6.2) Nominal Diameter d„ Ad 6 in. 0.250 0.375 0.500 0.625 0.750 Load Bearing Length of Anchor 4 in. 1.18 1.92 1.18 1.92 1.18 1.92 1.11 1.86 2.50 1.52 2.16 3.22 2.39 3.88 2.92 4.84 Reduction Factor for Concrete Breakout Strength" O - 0.70 Concrete Pryout Strength in Shear (ACI 318-1417.5.3 or ACI 318-11 D.6.3) Coefficient for Pryout Strength k `� - 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 2.0 1.0 1.0 2.0 1.0 2.0 2.0 2.0 Reduction Factor for Pryout Strengths 3 �v - 0.70 For SI: 1 inch = 25.4 mm, 1 ft-Ibf = 1.356 N -m, 1 psi = 6.89 kPa, 1 in = 645 mm2, 1 lb/in = 0.175 N/mm. 'The data in this table is intended for use with the design provisions of ACI 318-14 Chapter 17 or ACI 318-11 Appendix D, as applicable. 2 Values of 0 in this table apply when the load combinations for ACI 318-14 Section 5.3, ACI 318-11 Section 9.2 or IBC Section 1605.2, as applicable, are used and the requirements of ACI -14 17.3.3 or ACI 318-11 D.4.3, as applicable, for Condition B are met. For situations where reinforcement meets the requirements of Condition A, ACI 318-1417.3.3 or ACI 318-11 D.4.3, provides the appropriate 0 factor, as applicable.. 31f the Toad combinations of ACI 318-11 Appendix C are used, the appropriate value of 0 must be determined in accordance with ACI 318-11 D.4.4. °Reported values for steel strength in shear are based on test results per ACI 355.2, Section 9.4 and must be used for design in lieu of calculated results using equation 17.5.1.2b of ACI 318-14 or equation D-29 of ACI 318-11, as applicable. 5The KWIK HUS -EZ (KH -EZ) , KWIK HUS -EZ P (KH -EZ P), KWIK HUS -EZ E (KH -EZ E), and KWIK HUS -EZ 1 (KH -EZ I) are considered brittle steel elements as defined by ACI 318-14 2.3 or ACI 318-11 D.1, as applicable. 6The notation in brackets Is for the 2006 IBC. 'Values are for threaded rod or insert with F,,125 ksi. For use with inserts with Fu less than 125 ksi multiply the shear values by the ratio of Fu of insert and 125 ksi. ESR -3027 1 Most Widely Accepted and Trusted Page 12 of 17 TABLE 5-HILTI KWIK HUS -EZ (KH -EZ) AND KWIK HUS -EZ P (KH -EZ P) TENSION AND SHEAR DESIGN DATA FOR INSTALLATION IN THE UNDERSIDE OF CONCRETE -FILLED PROFILE STEEL DECK ASSEMBLIES1'5'4'' Characteristic Symbol Uni Lower Flute Upper Flute Anchor Diameter ' 4 3/8 1/2 5/8 3/4 1/4 3/8 1/2 Head Style E) Threaded Hex Head and P Head Hex Head Hex Head Embedment h„om in 1514 21/2 5/8 21/2 31/4 21/4 3 41/4 31/4 5 4 15/4 21/2 15/8 21/2 21/4 Minimum Hole Depth he in 2 27/8 7/8 23/4 31/2 25/8 33/8 48/4 35/4 53/4 43/4 2 2'/4 17/4 27/4 25/4 Effective Embedment Depth her in 1.18 1.92 .11 1.86 2.50 1.52 2.16 3.22 2.39 3.88 2.92 1.18 1.92 1.11 1.86 1.52 Pullout Resistance, 2 (uncracked concrete) N decku�a r4 Ib 1,210 1,875 ,300 2,240 3,920 1,305 3,060 5,360 4,180 9,495 4,180 1,490 1,960 1,490 2,920 1,395 Pullout Resistance (cracked concrete and seismic loads)3 NP,deck,a I 620 930 810 1,590 2,780 820 1,930 3,375 2,630 5,980 2,630 760 975 1,185 2,070 985 Steel Strength in Shear° VV,,deJ I . 1,205 2,210 ,510 1,510 3,605 1,605 2,920 3,590 3,470 4,190 3,760 1,205 3,265 3,670 6,090 7,850 Steel Strength in Shear, Seismic 14,,deco, I . 905 1,990 905 905 2,165 965 1,750 2,155 2,080 2,515 2,610 1,080 2,940 3,670 3,650 4,710 For SI: 1 inch = 25.4 mm, 1 ft-Ibf = .89 kPa, 1 int = 645 mm2, 1 inn = 0.175 N/mm. 'Installation must comply with Sections 4.1.10 and 4.3 and Figure 8 of this report. 2The values listed must be used in accordance with Section 4.1.4 of this report. 3The values listed must be used in accordance with Section 4.1.4 and 4.1.8.2 of this report. °The values listed must be used in accordance with Section 4.1.5 and 4.1.8.3 of this report. 5The values for op in tension can be found in Table 3 of this report and the values for ta„ in shear can be found in Table 4 of this report. 6For the 1/4 -inch -diameter (KH -EZ) at 21/2.inch nominal embedment and the 3/8 -Inch- through 3/4 -inch -diameter anchors the characteristic pullout resistance for concrete compressive strengths greater than 3,000 psi may be increased by multiplying the value in the table by (Pe/3,000)12 for psi or ife/20.7)12 for MPa. For the 1/4 -inch -diameter anchors (KH -EZ) at 15/8 -inch nominal embedment characteristic pullout resistance for concrete compressive strengths greater than 3,000 psi may be increased by multiplying the value in the table by (f0/3,000)09 for psi or (4120.7)a3 for MPa. TABLE 6-KWIK HUS -EZ I (KH -EZ I) AND KWIK HUS -EZ E (KH -EZ E) TENSION AND SHEAR DESIGN DATA FOR INSTALLATION IN THE UNDERSIDE OF CONCRETE -FILLED PROFILE STEEL DECK ASSEMBLIES1'4" Characteristic Symbol Units Lower Flute 1 Upper Flute Head Style - - Internally (1) Threaded and Externally E) Threaded Embedment h„e„ in. 15/8 21/2 15/8 21/2 15/4 21/2 15/8 21/2 Minimum Hole Depth he in. 2 23/4 2 27/8 2 23/4 2 2'/4 Internal Thread Diameter - in '/4 3 8 1° 3 8 Effective Embedment Depth her in. 1.18 1.92 1.18 1.92 1.18 1.92 1.18 1.92 Pullout Resistance, (uncracked concrete)2 Nad,ck,,,4, Ib. 1,210 1,875 1,210 1,875 1,490 1,960 1,490 1,960 Pullout Resistance (cracked concrete and seismic loads)3 NP,dec,p Ib. 620 930 620 930 730 975 730 975 Steel Strength in Shear V,,,d,ca Ib 860 1,025 1,015 1,525 Steel Strength in Shear, Seismic Ve,,deq ego Ib. 385 875 445 1,295 For SI: 1 inch = 25.4 mm, 1 ft-Ibf =1.356 N -m, 1 psi = 6.89 kPa, 1 in = 645 mm2, 1 Min = 0.175 N/mm. 'Installation must comply with Sections 4.1.10 and 4.3 and Figures 78, 7D, and 8 of this report. 2The values listed must be used in accordance with Section 4.1.4 of this report. 3The values listed must be used In accordance with Section 4.1.4 and 4.1.8.2 of this report. °The values listed must be used in accordance with Section 4.1.5 and 4.1.8.3 of this report. 5The values for in tension can be found in Table 3 of this report and the values for 0e8 in shear can be found in Table 4 of this report. 6For the 1/4 -inch -diameter (KH -EZ I) at 2-1/2 Inch nominal embedment the characteristic pullout resistance for concrete compressive strengths greater than 3,000 psi may be increased by multiplying the value in the table by (Pc/3,000)12 for psi or (f120.7)12 for MPa. 'For the'/4-inch-diameter anchors (KH -EZ I and KH -EZ E) at 15/8 -inch nominal embedment characteristic pullout resistance for concrete compressive strengths greater than 3,000 psi may be increased by multiplying the value in the table by (f'13,000)03 for psi or (f'J20.7)°.3 for MPa. *Values for the KWIK HUS -EZ I (KH -EZ I) are for threaded rod or insert with F„ 2125 ksi. For use with inserts with Fu less than 125 ksi multiply the shear values by the ratio of Fu of insert and 125 ksi. ESR -3027 1 Most Widely Accepted and Trusted Page 13 of 17 TABLE 7—HILTI KWIK HUS–EZ (KH -EZ), KWIK HUS -EZ P (KH -EZ P), KWIK HUS -EZ E (KH -EZ E), SETTING INFORMATION FOR INSTALLATION ON THE TOP OF CONCRETE -FILLED PROFILE STEEL DECK ASSEMBLIES.1'2'3'44'8'7 DESIGN INFORMATION Symbol Units Nominal Anchor Diameter 1/4 3/8 Effective Embedment Depth h„ in. 1.18 1.11 Minimum concrete thickness hmin,ded in. 21/2 21/2 Critical edge distance ceederAtop in. 4 3 Minimum edge distance cmM deacron in. 13/4 13/4 Minimum spacing smM,deok o» In. 3 3 For SI: 1 inch = 25.4 mm. 'Installation must comply with Sections 4.1.10 and 4.3 of this report. 2For all other anchor diameters and embedment depths refer to Table 2 for values of hmin,Omin and smyn. 3Design capacity must be based on calculations according to values in Tables 3 and 4 of this report. °Applicable for 2'/:inch 5 hmhdeck <31/4 -inch. For hmin, t 31/4 -inch, use setting information in Tables 3 and 4 of this report. 5Minimum concrete thickness (hm8,,d8.8) refers to concrete thickness above upper flute. 5Minimum flute depth (distance from top of flute to bottom of flute) is 3 inches. 'Steel deck thickness must be minimum 20 gauge. Minimum 1-1/4" See footnote 3 Max. 3" Min. 3,000 psi sand -lightweight or normal -weight concrete Upper flute (valley) See i Anchor footnote 2 (typical) Lower Flute I flute (ridge) edge Min. 12" (typical) See footnote 4 Minimum 20 gauge steel deck See footnote 4 FIGURE 8—INSTALLATION OF KWIK HUS -EZ (KH -EZ) AND KWIK HUS -EZ I (KH -EZ 1) IN SOFFIT OF CONCRETE OVER STEEL DECK FLOOR AND ROOF ASSEMBLIES' 'Anchors may be placed in the upper or lower flute of the steel deck profile provided the minimum hole clearance is satisfied. Anchors in the lower flute may be installed with a maximum 1 -inch offset in either direction from the center of the flute. The offset distance may be increased proportionally for profiles with lower flute widths greater than those shown provided the minimum lower flute edge distance is also satisfied. 2Minimum flute width for KH -EZ and KH -EZ I'/4 -inch diameter is 3'/8 inches. Minimum flute width for KH -EZ 3/8-, Y2-, 54 and %-inch diameter is 41/2 inches. 3Minimum concrete thickness above upper flute for KH -EZ and KH -EZ I'/4 -inch diameter is 21/2 inches. Minimum concrete thickness above upper flute for KH -EZ 3/8-, Y2-, 5/8- and %-inch diameter is 3-1/4 inches. °Minimum distance from edge of flute to centerline of anchor for KH -EZ and KH -EZ I'/4 -inch diameter is 1 -inch. Minimum distance from edge of flute to centerline of anchor for KH -EZ 3/8-, '/r, 5/8- and %-inch diameter is 11/4 inches. ESR -3027 I Most Widely Accepted and Trusted Page 14 of 17 TABLE 8—HILTI KWIK HUS -EZ (KH -EZ), KWIK HUS -EZ P (KH -EZ P), KWIK HUS -EZ E (KH -EZ E), AND KWIK HUS -EZ I (KH -EZ I) ALLOWABLE STRESS DESIGN VALUES FOR ILLUSTRATIVE PURPOSES'' 3'4'5'6'7.6.6.16 Nominal Anchor Diameter Nominal Embedment Depth, h,am Effective Embedment Depth, hal Allowable Tension Load [in.] [In.] [In.] [lbs] 1/4 15/6 1.18 407 21/2 1.92 1,031 3/6 15/6 1.11 620 21/2 1.86 1,334 31/4 2.5 2,077 1/2 21/4 1.52 1,111 3 2.16 1,882 41/4 3.22 3,426 5/6 31/4 2.39 2,192 5 3.88 4,530 3 /4 4 2.92 2,963 61/4 4.84 6,305 For SI: 1 inch = 25.4 mm, 1 lbf = 4.45 N. 'Single anchor with static tension load only. 2Concrete determined to remain uncracked for the life of the anchorage. 3Load combinations are taken from ACI 318-14 Section 5.3 or ACI 318-11 Section 9.2, as applicable, (no seismic loading). 440% dead load and 60% live load, controlling Toad combination 1.2D + 1.6L. 5Caiculation of weighted average for conversion factor a = 1.2(0.4) + 1.6(0.6) = 1.44. 5P� = 2,500 psi (normal weight concrete). 7 Cat = ca2 a cam. 3 h 9Values are for Condition B where supplementary reinforcement in accordance with ACI 318- 14 17.3.3 or ACI 318-11 D.4.3, as applicable, is not provided. 15KWIK HUS -EZ P (KH -EZ P), KWIK HUS -EZ E (KH -EZ E), and KWIK HUS -EZ I (KH -EZ I) available in 1/4 -inch diameter only. ESR -3027 1 Most Widely Accepted and Trusted Page 15 of 17 Given: Two'/2' diameter KH -EZ with static tension load h,,,m = 4.25 inches h„ = 3.22 inches Weight Concrete: Pc = 3,000 psi No supplementary reinforcement (Cond. B) No eccentricity, 60% live load, 40% dead load. Assume cracked concrete since no other information is available. h =6.375 in. mn Dmin 1.75 in. Sm/n=3 In. Needed: Allowable stress design (ASD) tension capacity A 4------1 A t T j. we/4vs y i <� x.. a ri 1,5 he = 6 4. N ., -' lint" .1,5ko s 1 5 her c= 4" A -A Calculation per ACI 318-14 Chapter 17, ACI 318-11 Appendix D and this report ACI 318-14 Ref. ACI 318-11 Ref. ESR Reference Step 1: Calculate steel capacity: ¢N,=n4,N8e=2(0.65) (18,120)=23,556 lbs. 17.4.1.2 D.5.1.2 Table 3 Step 2: Verify minimum member thickness, spacing and edge distance: hmin=6.375 in. 512 in. -.ok c -1.75 in. 54 in. -•ok min- Smb,=3 in. 56 In. -,ok 17.7 D.8 Table 2 Step 3: Calculate concrete breakout strength of anchor group in tension: AN c Ncbg= p-'rec,Nred,N�c,N�cp,NNb m 17.4.2.1 D.5.2.1 4.1.3 Step 3a: Calculate ANc and ANC,: ANc=(1.5he0-4)(3hef+6)=(8.83)(15.66)=138.3 in? ANc,=9(h,f)2--9(3.22)2=93.32 in? 17.4.2.1 D.5.2.1 Table 3 Step 3b: Determine 4),c,N-.e;,=0--04',04=1.0 17.4.2.4 D.5.2.4 — Step 3c: Calculate 4+,d,N-.Wed,N=0.7+0.3473) =0.948 17.4.2.5 D.5.2.5 Table 3 Step 3d: Determine 4'cp,N-. 1Fcp,N=1.0 because concrete is cracked. 17.4.3.6 0.5.3.6 — Step 3e: Calculate Nb: Nb=k la fc(hef)15=17(1.0),/3,000(3.22)1'5=5,380 lbs (A, =1.0 for normal weight concrete) 17.4.2.2 D.5.2.2 Table 3 Step 3f: Calculate N N (0.65) 138.3 (1.0)(0.948)(1.0)(1.0)(5,380)=4,914 lbs � `bg" � `� �93.3� 17.4.2.1 17.3.3 (c) D.5 ( D.4.3 (c) able Table 3 Step 4: Check Pullout Strength -. per Table 3 does not control — — Table 3 Step 5: Controlling Strength: Lesser of n4,N,a and 4 Ncgg -. 4,914 lbs 17.3.1.2 0.4.1.2 Table 3 Step 6: Convert to ASD based on 1.6 (0.60)+1.2(0.40)=1.44 60% Live Load and 40% Dead Load: 4,914 Taoowable,ASD= -3,412 lbs — — 4.2.1 1.44 FIGURE 9—EXAMPLE CALCULATION Chin-Ley/Reche Associates 1516 Melrose Ave Suite 200 Seattle, WA 98122 206.938.1501 tel 206.935.3449 fax Memorandum Date: 01/24/18 To: Allen Johannessen Project: Joey Restaurant - 758 Southcenter Mall #D17-0308 Summary of Revisions: Building Department 1. Each sheet has been stamped and dated by Architect. 2. Wood finishes have been noted with classification as required by Type II construction on sheet 104.00. Details refer to sheet ID4.00 for specifications. 3. N/A 4. The notes labeled IDX.XX have been updated on sheets ID0.20, ID2.10 and ID4.10. 5. The intent is to remove the existing ceiling tiles and install new ceiling tiles that fit into the existing grid. Details have been updated on sheet 08.14. 6. Calculations have been provided for the new suspended wood slat ceiling system. See Engineer's report. CORRE TION QTR# RECEIVED CITY OF TUKWILA JAN 2 9 2018 PERMIT CENTER bn 0305 City of Tukwila Department of Community Development December 15, 2017 SUSAN VAN ROOYEN 1516 MELROSE AVE - SUITE 200 SEATTLE, WA 98122 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D17-0308 JOEY RESTAURANT - 758 SOUTHCENTER MALL Dear SUSAN VAN ROOYEN, Allan Ekberg, 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 INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to fie stamped and signed; Front page only will be sufficient. (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) 1. Provide documents and plans with each plan sheet Stamped, Signed including date of signature by design professional producing those sheets. See General Information Above. 2. The general notes make a general reference for the use of Fire Retardant Treated (FRT) wood materials. On the details sheets and tables of finishes provide specific notes specifying and pointing out FRT materials and their classification as required for Type II construction. (IBC Chapter 6, 718, Chapter 8 AND [F] 2604.2) 3. Provide notes on the details for specific ratings for other plastics or similar and their classification. 4. Several General notes on various sheets have a reference to "IDX.XX". Please provide the detail sheet or numbers to the details in the general notes. 5. The details or notes for the suspended ceiling indicate removal of old ceiling panels, decorations. The ceiling detail notes #2 & #3 on sheet ID2.10 indicate acoustic panels installed U/S, assumed under side, of the ceiling grid. Is the intent to install the new panels on top and inside of the ceiling grid? The details are missing some explanations specifying other materials underside of the grid and how the wood slats are attached. Also, I assume the ceiling panels shall be reinstalled to enclose the space above. Otherwise that space above would be exposed to below. Provide additional clarification for the details and clearly specify all methods of fastening the components to include size and type of wood materials. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670. Fax 206-431-3665 6. Also, the existing suspe;.__.:d ceiling grid system is designed for lay -in panels. Attaching the new wood slat ceiling to the existing grid will result in additional loads beyond what the ceiling was designed for by the manufacture. Provide an engineer's analysis with recommendations for the slat ceiling to show the proposed installation shall resist lateral and vertical loads resulting from a seismic event. Engineer shall include any recommendation details as necessary. Note: Contingent on response to these corrections, further plan review may request for additional corrections. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) 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)433-7165. Sincerely, Iv` Raelle Ripley Permit Technician File No. D17-0308 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COQRA COPY PLAN REVIEW/ROUTING SLIF PERMIT NUMBER: D17-0308 DATE: 01/29/18 PROJECT NAME: JOEY RESTAURANT SITE ADDRESS: 758 SOUTHCENTER MALL Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: Building Division Public Works' 31-8 Fire Prevention Structural Planning Division ❑ ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 01/30/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required ❑ Approved with Conditions ❑ Denied (corrections entered in Reviews) . (ie: Zoning Issues) DUE DATE: 02/27/18 Notation: REVIEWER'S INITIALS: DATE: `Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping ❑ PW 0 Staff Initials: • 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0308 DATE: 11/14/17 PROJECT NAME: JOEY RESTAURANT SITE ADDRESS: 758 SOUTHCENTER MALL X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: toGoP-till1 Building Division 11 Public Works W Fire Prevention Structural Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 11/16/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 12/14/17 Approved ❑ Approved with Conditions Corrections Required ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: 'Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ® Fire ❑ Ping ❑ PW 0 Staff Initials 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite # 100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov RE\°ISIO' SUBMITTAL Revision submittals must be submitted in person at the Permit Cc,ner. Revisions will not be accepted through the mail, fax, etc. Date: 01/26/18 Plan Check/Permit Number: D17-0308 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: JOEY'S RESTAURANT Project Address: 758 SOUTHCENTER PKWY Contact Person: Susp VMh it Summary of Revision: Phone Number: 4. bE©.tD Get h+• RECO CI'T'Y OF TU KWIL JjA292010 Sheet Number(s): "Cloud" or highlight all areas of revision Including date of revision Received at the City of FukwilkllFcccn Y r by: CITY OF TUKW!L¢- ❑ Entered in iRAKiT on 1� Qt W 81/411mk Ceruei (Brenda) Fc (ms Pernm (colis-p- .vicKt; August 201 .5 4�1 y j u i owi dx R l SHAWMUT DESIGN & CONSTRT T"TION t-12rne Espanol Conl:net Search L&I Page 1 of 2 A ZInde< Help My L&I Safety & Health Claims & Insurance Workplace Rights Trades & Licensing 11111111 k Washington State Department of Labor & Industries SHAWMUT DESIGN & CONSTRUCTION Owner or tradesperson Principals HISCOE, LESTER A, PRESIDENT LAREAU, DOUGLAS J, SECRETARY TOUGAS, ROGER C, TREASURER C T CORPORATION SYSTEM, AGENT PISCITELLO, ANTHONY A, MEMBER (End: 04/29/2016) ANSARA, JAMES S, MEMBER (End: 04/29/2016) GOEMART, THOMAS E, MEMBER (End: 04/29/2016) HUGHES, WILLIAM H, MEMBER (End: 04/29/2016) Doing business as SHAWMUT DESIGN & CONSTRUCTION WA U13I No. 601 850 435 560 HARRISON AVENUE BOSTON, MA 02118-2436 617-622-7000 Business type Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License.no. SHAWMDC015K4 Effective — expiration 05/24/1999— 05/28/2018 Bond Travelers Cas and Surety Co of America Bond account no. 400NS1622 Active. Meets current requirements. $12,000.00 Received by.L&I Effective date 05/03/2016 05/13/2006 Expiration date Until Canceled Insurance . ..................... Travelers Indemnity Company Th $2,000,000.00 Policy no. VTRKC08206A92017 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601850435&LIC=SHAWMDC015K4&SAW= 2/27/2018 SHAWMUT DESIGN & CONSTRUCTION Received by L&I Effective date 10/09/2017 11/01/2017 Expiration date 11/01/2018 Insurance history Savings ........._.........._.. No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID 974,536-00 ................................. Doing business as SHAWMUT DESIGN & CONSTRUCTION Estimated workers reported Quarter 4 of Year 2017 "0" Workers L&I account contact T1 / DESTINY ADAMS (360)902-4873 Email: ADAF235@lni.wa.gov Account is current. Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes ........................................................ No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health No inspections during the previous 6 year period. Page 2 of 2 l; ©Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601850435&LIC=SHAWMDC015K4&SAW= 2/27/2018 Home Espanol Contact. Safety & Health Claims & Insurance Washington State Department of Labor & industries Search L&i 1-Zlndex Help My 1,&.1 Workplace Rights Trades & Licensing SHAIMAN CONTRACTING INC Owner or tradesperson Principals SHAIMAN, JAMES LOUIS, PRESIDENT Doing business as SHAIMAN CONTRACTING INC WA UBI No. 602 151 898 1806 NE 80TH ST SEATTLE, WA 98115 206-399-7778 KING County 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. SHAIMCI866DU Effective — expiration 03/31/2014— 03/31/2020 Bond American Contractors Indem CO Bond account no. 1003032966 $12,000.00 Received by L&I Effective date 03/14/2016 03/31/2016 Expiration date Until Canceled Bond history Insurance Security National Insurance Policy no. NA107894600 $1,000,000.00 Received by L&I Effective date 03/07/2018 03/31/2014 Expiration date 03/31/2019 Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Help us improve JOEYRESTAURANTGROUP TUKWILA, WA PLANNING APPROVED ^ Nobe to changes can K����� these plans without approval from the Planning Division of DCD By:M �°' ~r''-~`~~~ ' Date: ' K CONTACT LIST DRAWING LIST CLIENT: ARCHITECT: INTERIOR DESIGN: STRUCTURAL: MECHANICAL: ELECTRICAL: JOEY RESTAURANT GROUP 505 BURRARD STREET, SUITE 950 VANCOUVER, BC V7X 1M4 PHONE: 604.679.2081 CONTACT: RENE YOUNG WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL SEATTLE, WA 98188 PHONE: 206.246.0423 CONTACT: BECKY SMITH CHIN -LEY RECHE 161SMELROSE AVE. SUITE 2OD SEATTLE, WASHINGTON 98122 PHONE: 206.938.1501 CONTACT: SERGIO CHIN -LE'( JOEY RESTAURANT GROUP 505 BURRARD STREET, SUITE 950 VANCOUVER, BC V7X1M4 PHONE: 604.699.5650 CONTACT: JENNA McBRIDE HARRIOTTVALENTINE ENGINEERS INC. 1Q3%FIRST AVENUE, SUITE 72U SEATTLE, WA 98101-2447 PHONE: 2OG.824.478OEXT 27 CONTACT: TODD M. VALENTINE HOLADAY-PARKS, INC. 4600 SOUTH 134TH PLACE SEATTLE, WA 98168 PHONE: 206.248.9700 CONTACT: KYLE SCHIERBECK SME INC OF SEATTLE 828 POPLAR PLACE S SEATTLE, WA 98144 PHONE: 206.788.3824 CONTACT: JON BAKER DRAWING TITLE COVER SHEET DEMOLITION PLAN DEMOLITION REFLECTED CEILING |D0.30 SPECIFICATIONS CONSTRUCTION SCHEDULES ID1.10 CONSTRUCTION PLAN 1D2.00 LIGHTING SCHEDULES |Dl1U REFLECTED CEILING PLAN |D3.10 POWER & COMMUNICATION PLAN 1D4.00 FINISH SCHEDULES ID4.10 FLOOR FINISH PLAN WASHROOMS: ENLARGED PLAN & ELEVATIONS iD82U BAR: ENLARGED PLAN & ELEVATIONS |D6.21 BAR: ELEVATIONS & DETAILS !D7.10 ELEVATIONS: INTERIOR FOH ID7.11 ELEVATIONS: INTERIOR FOH |D7.12 |D713 |D714 1D7.15 1D7.20 1D7.30 ELEVATIONS: INTERIOR FOH ELEVATIONS: INTERIOR FOH ELEVATIONS: INTERIOR FOH ELEVATIONS: INTERIOR FOH ELEVATIONS: INTERIOR BOH ELEVATIONS: EXTERIOR |0l10 |0l11 |0l12 |0l13 {0l14 CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS |0l15 CONSTRUCTION DETAILS 1D8.16 CONSTRUCTION DETAILS 1D8.20 CONSTRUCTION DETAILS K1.10 KITCHEN/BAR EQUIPMENT PLAN & SCHEDULE M0.01 LEGENDS & NOTES MD2.01 LEVEL 1 HVAC DEMO PLAN M2.01 LEVEL 1 HVAC PLAN M2.02 LEVEL 2 HVAC PLAN M2.03 LEVEL 3 HVAC PLAN M6.01 HVAC DETAILS M7.01 HVAC SCHEDULES E0.0 TITLE SHEET, LEGENDAND SCHEDULES E0.1 RISER DIAGRAM & PANEL SCHEDULES ELECTRICAL POWER FLOOR PLAN E2.0 LIGHTING FLOOR PLAN SEPARATE PERMIT ''''-'^-'°^" }��y��r��� __-'.�_'. ~~^� CityEKtectrical pfPlumbing Udas Piping of BUILDING DIVISIONU REVISIONS No changes shall be made to the scope of work witho:.:t prior approval of Tukwila Buikiing Division. NOTE.: Rev:sions A'ill -- ` and�l3yin�Ud3 �plan' review �----- y ABBREVIATIONS SYMBOL KEY GENERAL NOTES SCOPE OF WORK �����������@�� �� ^����������-�U���� K-�~����� ACT ACR ADDEN. AL ANOD. &FE BLK C.B. CS C| C.T. CAN CONC. DIA. ELEV. EQ. EXT. ELEC. ED. FF.0 FCIC FOIC FO0 GA. GL G.1N.B. H/C HCM HR. HT. HM MAX MECH. MEZZ. MIN. MM. N.I.C. N.T.S. 0.C. ORB PG PREFIN. PS PT. PL PLY Q.T. OS 01 R.B. ACOUSTICAL TILE ACRYLIC ADDENDUM ALUMINUM ANODIZED ABOVE FINISHED FLOOR BLACK CATCH BASIN CONTRACTOR SUPPLIED CONTRACTOR INSTALLED CERAMIC TILE COMPLETE WITH CONCRETE DIAMETER ELEVATION EQUAL EXTERIOR ELECTRICAL FLOOR DRAIN FOOD SERVICE EQUIPMENT CONTRACTOR FURNISHED BY CONTRACTOR/ !NSTALLED BY CONTRACTOR FURNISHED BY OWNER/ INSTALLED BY CONTRACTOR FURNISNED BY OWNERI INSTALLED BY OWNER GAUGE GLASS GYPSUM WALL BOARD HANDICAPPED HOLLOW -CORE METAL HOUR HEIGHT HOLLOW METAL MAXIMUM MECHANICAL MEZZANINE MINIMUM MILLIMETER NOTAPPLICABLE NOT IN CONTRACT NOT TOSCALE ON CENTER OIL RUBBED BRONZE PAINT GRADE PREFINISHED PRESSED STEEL PAINTED PLASTIC LAMINATE PLYWOOD QUARRY TILE OWNER SUPPLIED OWNER INSTALLED RUBBER BASE ~�'v._ Ts' r, ' . • REQ'D R.W.L. R.D. R.O. SCW SN SL ST STRUC. SPEC. S.S. S.F., SWC TYP. 0G 0G UNO VCT VEST V.B. V.I.F. VKC. WD WT. REQUIRED RAIN WATER LEADER RADIUS ROOF DRAIN ROUGH OPENING SOLID CORE WOOD SATIN NICKEL SLAT WALL STONE/TILE STRUCTURAL SPECIFICATIONS STAINLESS STEEL SQUARE FEET SOLID WOOD CORE TYPICAL TOP OF UNDERGROUND UNDER SIDE UNLESS NOTED OTHERW1SE VINYL COMPOSITE TILE VESTIBULE VINYL BASE VERIFY IN FIELD WATER CLOSET WOOD WEIGHT ROOM NAME 123 PLUMBING XMBING CAU CUU ATUONS ROOM NAME & NO. ELEVATION / SECTION TAG ELEVATION TAG SINGLE ELEVATION ELEVATION TAG NORTH, EAST,SOUTH & WEST ELEVATIONS DETAIL TAG KEYNOTE PT WALL ASSEMBLY DOOR TAG PROJECT LOCATION SCALE: NOT TO SCALE /� 1. THE GENERAL CONTRACTOR SHALL PROVIDE FOR ALL NECESSARY PERMIT FEES (EXCEPT BUILDING PERMIT) AND APPLICATIONS REQUIRED BY THE LOCAL AUTHORITY. 2. THE INTERIOR DESIGN DRAWINGS ARE TO BE READ IN CONJUNCTION WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND STRUCTURAL DRAWINGS. 3. THE GENERAL CONTRACTOR IS RESPONSIBLE TO CONFIRM ALL SITE DIMENSIONS AND MEASUREMENTS PRIOR TO START OF CONSTRUCTION, ANY DISCREPANCIES ARE TO BE REPORTED TO JOEY DESIGNER. 4. ALL DISCREPANCIES BETWEEN DRAWINGS AND ACTUAL SITE CONDITIONS ARE TO BE REPORTED TO JOEY DESIGNER PRIOR TO THE START OF CONSTRUCTION. 5. ONE (1) SET OF APPROVED BUILDING PERMIT DRAWINGS TO BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 6. ALL WORK TO BE SCHEDULED AND COORDINATED THRU THE LANDLORD. 7. WORK HOURS AND SITE ACCESS FOR PERSONNEL AND MATERIALS MUST CONFORM WITH THE OWNER REQUIREMENTS. 8. ALL WORK SHALL BE CONFORMANCE WITH, BUT NOT LIMITED TO, ALL NATIONAL AND STATE BUILDING CODES HAVING JURISDICTION. 9. THE CONTRACTOR IS RESPONSIBLE TO ENSURE ALL CAUTION IS USED IN MATTERS RELATING TO PUBLIC SAFETY AND TO COMPLY WITH STANDARDS ESTABLISHED BY AUTHORITIES HAVING JURISDICTION. 10. SITE TO BE LEFT IN A CLEAN AND TIDY CONDITION AT THE END OF THE DAY'S WORK. 11. ALL GARBAGE IS TO BE REMOVED IN ACCORDANCE WITH THE OWNER'S REQUIREMENTS. 12. ALL MATERIALS TO MEET FLAME SPREAD RATINGS AND SMOKE DEVELOPED CLASSIFICATIONS OF AUTHORITIES HAVING JURISDICTION. 13. ANY PENETRATIONS TO EXISTING WALLS AND FLOORS MUST MAINTAIN THE INTEGRITY OF ANY EXISTING FIRE SEPARATION AS REQUIRED. 14. ANY EQUALS OR SUBSTITUTIONS MUST BE APPROVED BY JOEY DESIGNER PRIOR TO ORDERING OF MATERIALS/FIXTURES. 15. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MISC. CLEANING OF WALLS, FIXTURES AND LIGHTS. THE GENERAL CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR PATCHING AND PAINTING TOUCH UP, DEBRIS REMOVAL, AND ANY OTHER WORK REQUIRED TO LEAVE ALL WORK CLEAN AND READY FOR OCCUPANCY. 16i DELIVERY AND ACCESS TO THE SITE SHALL BE COORDINATED WITH THE LANDLORD. 17. ALL TRADES AND SUB TRADES TO SUPPLY MATERIALS AND WORKMANSHIP THAT CONFORM TO THEIR RELEVANT INDUSTRY CODES, STANDARDS AND GUIDELINES. 18i STUD AND DRYWALL WORK TO CONFORM TO THE ASSOCIATION OF WALL AND CEILING CONTRACTORS "ASTM' AND "GA" SPECIHCATION STANDARDS IN WASHINGTON. 19. CONTRACTOR TO MAKE GOOD ANY CONSTRUCTION DAMAGE TO BASE BUILDING DUE TO NEW CONSTRUCTION. 20. ALL MATERIALS USED SHALL BE INSTALLED AND/OR APPLIED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. 21. IT SHALL BE THE CONTRACTORS SOLE RESPONSIBILITY TO ENSURE PROPER SEQUENCE, 000RDINAT!ON AND PHASING OF CONSTRUCTION TO MEET JOEY RESTAURANT CONSTRUCTION COMPLETION DEADLINE. 22. ALL FIT{INGS AND CONSTRUCTION TO BE CARRIED OUT IN COMPLIANCE W!TH APPLICABLE BUILDING AND ACCESSIBILITY CODES. 23. ALL M!LLWORK TO BE PER DIMENSIONED SPECIFICATION DRAWINGS AND FIELD VERIFIED PRIOR TO FABRICATION. FINISH SAMPLES AND SHOP DRAWINGS TO BE SUBMITTED TO JOEY DESIGNER FOR REVIEW AND APPROVAL. 24. IT IS THE CONTRACTORS RESPONSIBILITY TO ORDER ALL LONG TERM ORDER AND DELIVERY ITEMS AT PROJECT START TO ENSURE TIMELY INSTALLATION. 25. ANY / ALL CORE DRILLING MUST BE APPROVED BY THE LANDLORD'S STRUCTURAL CONSULTANTS PRIOR TO THESE WORKS. A SCAN OF THE EXISTING SLAB IS REQUIRED. THE REPORT MUST BE SUBMITTED TO THE LANDLORD FOR REVIEW PRIOR TO ON-SITE REVIEW OF CORE LOCATIONS. ^�� _,-,�/`-�� INTERIOR REMODEL FOR EXISTING RESTAURANT. REFER TO BASE BUILDING PERMIT FOR LOT SIZE, SETBACKS, PARKING AND PATH OF TRAVEL INFORMATION. NEW MECHANICAL, ELECTRICAL AND PLUMBING WORK INCLUDED. NO STRUCTURAL WORK. DEFERRED SUBMITTALS 1. PLUMBING DRAWINGS 2. FIRE DRAWINGS PROJECT STATISTICS MAIN FLOOR: FOOD PREP / WORKROOM: 2073 SF / 200 = 10 TOTAL OCCUPANCY: OCCUPANCY GROUP: A2 MAX DIAGONAL DISTANCE: 117'-10' DISTANCE BETWEEN EXITS: 58'-lO~ NUMBER OF EXITS REQUIRED: 2 435USF/l5= 290 300 PER IBC TABLE 2902.1: 1 WC PER 75 PER GENDER 1 LAV PER 200 PER GENDER NO. OF MALE WC REQ'D: 2 NO. OF FEMALE WC REQ'D: 2 NO. OF LAVATORIES RE(D'D: 2 PER GENDER PROJECT ADDRESS: CODES USED: ZONING: TYPE OF CONSTRUCTION: OCCUPANCY: TAX PARCEL NO.: TOTAL AREA: STORY: SOUTHCENTER MALL 644 SOUTH.CENTER PARKWAY TUKWILA, WA 98188-2888 2015 INTERNATIONAL BUILDING CODE 2015 WASHINGTON STATE ADMENDMENTS TO IBC 2012 WASHINGTON STATE ENERGY CODE ICC/ANSI A11.7.1-2009 TUKWILA URBAN CENTER (TUC) TYPE II -B UNPROTECTED NON-COMBUSTIBLE, SPRINKLERED A-2 537920-0240 7844S.E 1ST FLOOR, SPRINKLERED PLOT PLAN PROJECT LOCATION SCALE: NOT TO SCALE ___________ E] '� v PLA\[- \ � E '� '� �� A � | FILE ���m ���� Permit No. ) fl - Pan review approva! is subject to errors and omissions. Approval of construction documents doesnrt authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions is acknowledged: By: Date: CORRECTION SCALE: 1 /1R" = 1"-O" ./ /~ . ~ 2'i /P.2 City ��y of Tukwila BUILDING DIVISION REVIEVVED FOR COMPLIANCE APPROVED FEB 0 2 2018 RECEIVEDof Wiwi a IN1 CITY OF ����KU � ��°"���"��� A������� �r"vv^~° ��ow PERMIT CENTER 3 CLR 151GMelrose Ave..Suite 2OO Seattle, Washigton 98122 206 938 1501 JOEY RESTAURANT GROUP Joey Suite 950, One Bentall Centre 505 Burrard Stree Vancouver, BC \7X1yN4 Tel. 604-699-5650 Fax. 604.699.5640 CONSULTANT 2356 REGISTERED ARCHITECT JOHN P. SERKLAND STATE OF WASHINGTON 01/24/18 KEY PLAN PROJECT JOEY SOUTHCENTER 758 SOUTHCENTER MALL TUKWILA WA, UNITED STATES COVERDRAWING NAME SHEET ��/��� DATE: 10/03/17 PROJECT NO. SCALE: AS NOTED DRAWING NO. DRAWN BY: JRAE APPROVED BY: JMCBRIDE !DOM • . 2 11/10/17 PERMIT SET SVR 1 10M6M7 ISSUE FOR DD PRICING SVR NO. DATE ISSUE DESCRIPTION BY PROJECT JOEY SOUTHCENTER 758 SOUTHCENTER MALL TUKWILA WA, UNITED STATES COVERDRAWING NAME SHEET ��/��� DATE: 10/03/17 PROJECT NO. SCALE: AS NOTED DRAWING NO. DRAWN BY: JRAE APPROVED BY: JMCBRIDE !DOM • 41 4 4. . ►♦♦♦♦♦♦♦� �..$ s♦♦♦♦♦♦♦♦♦0♦♦♦♦♦♦♦♦♦♦♦00♦♦♦♦♦♦♦♦0♦♦♦♦♦♦♦♦ ♦�► �►♦♦ ��♦♦f��►♦♦♦♦♦______ 000�000� ,. 000 00 0�000��♦O♦��♦♦ ♦♦ �♦ •�♦ , �.���� � �. • 0�� - ♦♦ / 4 ri r - . w . - II Fw4 Fry - -*1 r -41 wi mr - - • -4 r4 r limn ri ri r w w. - N r -4 m r .0 a ♦♦♦♦♦♦♦♦ ♦♦♦ ♦♦♦DOi♦♦♦♦♦♦ ♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦d♦♦♦♦ ♦O♦♦♦♦O♦♦♦♦•♦i g�►♦♦♦♦♦♦♦♦O♦♦♦♦♦i♦♦♦♦♦♦♦♦♦♦♦Oi♦ ♦♦♦♦♦i♦♦♦♦♦♦♦♦ ♦_�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦i♦♦♦♦♦♦♦♦♦♦♦♦♦♦i. 4/1 # 4 A & A WU L AWIA1.1.4..............4 .......m.--,w,•..........iL *&46..... AUL al-rizpirl, Al, .4&_ 46, r WIPWIF1PrIVVVrIPWWWIPEi-1 V1VIIVVIFV" ♦♦♦♦♦♦♦♦ ♦ 0 PLAN Scale: 1 /4" = 1'-0" WALL ASSEMBLY & HATCH LEGEND: �x .x:X_xX�� EXISTING BASE BUILDING WALLS AND COLUMNS EXISTING WALLS TO BE REMOVED HATCH INDICATES ADJACENT TENANT SPACE N.I.C. HATCH INDICATES INTERIOR SPACE TO REMAIN AS -IS N.I.C. KEY NOTES: NO. DESCRIPTION 1 EXISTING FIREPLACE TO BE REMOVED, MAKE READY FOR NEW FIREPLACE; REFER TO ID1.10 FOR DETAILS OFLOOR EXISTING BAR WALL, COUNTERTOP, AND EQUIPMENT TO BE REMOVED; TRUNK LINE TO BE SEALED, DRAINS TO BE CAPPED AND SEALED, WATER/BEER/POP SUPPLY LINES TO BE REMOVED AS FAR BACK TO SOURCE AS POSSIBLE. O EXISTING BREEZEBLOCK WALL TO BE REMOVED. DRYWALL BULKHEAD TO REMAIN; PATCH AND MAKE GOOD AS REQUIRED FOR NEW FINISHES. O INTERIOR MILLWORK AND INTERIOR NON-STRUCTURAL GLASS TO BE REMOVED, MAKE GOOD AS REQ'D FOR NEW FINISHES. O EXISTING FLOOR FINISH TO BE REMOVED; SELF -LEVELING TO BE APPLIED AS REQ'D FOR NEW FINISH; REFER TO ID4.10 FOR DETAILS. ALL CARPET TILE TO BE RETAINED FOR RE -INSTALLATION. O EXISTING BAR FLOOR FINISH TO BE REMOVED; PATCH AND MAKE GOOD AS REQ'D FOR NEW FINISH; REFER TO ID4.10 FOR DETAILS. O REMOVE CLADDING ON EXISTING STRUCTURAL BASE COLUMNS; MAKE READY FOR NEW FINISH; REFER TO ELEVATIONS FOR DETAILS. MAINTAIN FIREPROOFING ON COLUMNS, TYP. 0 EXISTING MIRRORS TO BE REMOVED. O REMOVE EXISTING WOOD PANELLING; PATCH AND REPAIR AS REQ'D FOR NEW WALL FINISH; REFER TO ELEVATIONS FOR DETAILS. 1 0 NOT USED. CDREMOVE PLUMBING FIXTURE AND RETAIN FOR REINSTALLATION, REFER TO ID6.10 FOR DETAILS. 1 2 POTENTIAL WALL REMEDIATION REQUIRED; GC TO ASSESS AFTER DEMO 13 EXISTING DOORS AND LIGHTING TO BE REMOVED. GENERAL NOTES: 1. TO BE READ IN CONJUNCTION WITH CONSTRUCTION PLAN & ELEVATIONS FOR DETAIL ON ALL FINISH REMOVAL. 2. COVER AND PLUG ALL FLOOR DRAINS FOR DEMO. REVIEWED FOR CODE COMPLIANCE APPROVED FEB 0 201E CITY OF RECEIVED ILA JAN292018 PERMIT CENTER CLR Chin Ley/Reche 1516 Melrose Ave., Suite 200 Seattle, Washigton 98122 206 938 1501 NORTH JOEY RESTAURANT GROUP Joey Restaurants/LOCAL Suite 950, One Bentall Centre 505 Burrard Street Vancouver, BC V7X 1M4 Tel. 604-699-5650 Fax. 604.699.5640 CONSULTANT 2356 REGISTERED ARCHITECT JOHN P. SERKLAND STATE OF WASHINGTON 01/24/18 KEY PLAN PROJECT JOEY SOUTHCENTER 758 SOUTHCENTER MALL TUKWILA WA, UNITED STATES DRAWING NAME DEMOLITION PLAN DATE: 10/03/17 PROJECT NO. SCALE: AS NOTED DRAWN BY: JRAE APPROVED BY: JMCBRIDE DRAWING NO. NIA 2 11/10/17 PERMIT SET SVR 1 10/16/17 ISSUE FOR DD PRICING SVR NO. DATE ISSUE DESCRIPTION BY PROJECT JOEY SOUTHCENTER 758 SOUTHCENTER MALL TUKWILA WA, UNITED STATES DRAWING NAME DEMOLITION PLAN DATE: 10/03/17 PROJECT NO. SCALE: AS NOTED DRAWN BY: JRAE APPROVED BY: JMCBRIDE DRAWING NO. NIA V / \ i 1 (,:o) I DESCRIPTION O II 2 coo II EXISTING CEILING MOUNT TV UNITS AND SUPPORTS TO BE REMOVED, COORDINATE WITH AN; PATCH AND MAKE GOOD AS REQ'D. O EXISTING FIREPLACE HOOD SURROUND TO BE REMOVED, PATCH AND MAKE GOOD AS REQ'D FOR NEW FIREPLACE. O II O EXISTING WALLPAPER TO BE - : ' ' • ED, PATCH AND MAKE GOOD AS REQ'D FOR NEW PAINT FINISH; REFER It ID2.10 OR DETAILS. OREFER TO MECHANICAL DWGS FOR HVAC DEMOLITION DETAILS. O EXISTING COVE CEILING LIGHT FIXTURE, HOUSING, AND JUNCTION BOX TO BE REMOVED, PATCH AND PAINT CEILING AS REQ'D. O EXISTING LIGHT FIXTURE TO REMAIN; ADD NEW LED LAMP & BLACK TRIM TO EXISTING RECESSED FIXTURE. MEN'S WASHROOM ONLY TO HAVE WHITE TRIM; REFER TO RCP FOR DETAILS. 10 EXISTING LIGHT FIXTURE AND HOUSING TO BE REMOVED, JUNCTION BOX TO REMAIN FOR RE -USE. 11 EXISTING UNDER BAR COUNTER LINEAR LED LIGHTING TO BE REMOVED AND REPLACED WITH NEW; REFER TO ID2.00 AND ID2.10 FOR DETAILS. 12 EXISTING EXTERIOR SIGNAGE TO BE REMOVED, POWER SOURCE TO REMAIN FOR NEW SIGNAGE; REFER TO ID5.30AND 105.31 FOR DETAILS. 13 EXISTING COLUMN FINISH TO BE REMOVED; PATCH CEILING FINISH AS REQ'D. u REMOVE EXISTING ACOUSTICAL PANELS, PATCH AND REPAIR GRID FOR NEW PANELS; REFER TO ID2.10 FOR DETAILS. 15 REMOVE EXISTING ACOUSTICAL PANELS AND GRID FOR NEW GWB FINISH; REFER TO ED2.10 FOR DETAILS. 16 O O 17 EXISTING SPEAKERS, SPRINKLER HEADS, AND ACCESS HATCHES IN PRIVATE DINING ROOM TO BE REMOVED AND RE -LOCATED IN NEW DROPPED CEILING. J O C 2 O O O ISSUE FOR SCHEMATIC PRICING JR 1 2017-07-17 ISSUE FOR HIGH LEVEL REVIEW JR NO. DATE 11 BY 1 # O O O ] O C O — O O n 000 L0 J L — _1 11 11 11 II II II II 11 II II 111 111 II I- 1 11 II 11 II II KEY NOTES: NO. DESCRIPTION O EXISTING DECORATIVE FEATURE TO BE REMOVED, PATCH AND MAKE GOOD AS REQ'D FOR NEW FINISH. 2 EXISTING TRIM AROUND CEILING COFFERS TO BE REMOVED, PATCH AND MAKE GOOD AS REQ'D. O EXISTING CEILING MOUNT TV UNITS AND SUPPORTS TO BE REMOVED, COORDINATE WITH AN; PATCH AND MAKE GOOD AS REQ'D. O EXISTING FIREPLACE HOOD SURROUND TO BE REMOVED, PATCH AND MAKE GOOD AS REQ'D FOR NEW FIREPLACE. O EXISTING CNC PANELS AND ACOUSTICAL TILE CEILING TO BE REPAIRED AS REQ'D. O EXISTING WALLPAPER TO BE - : ' ' • ED, PATCH AND MAKE GOOD AS REQ'D FOR NEW PAINT FINISH; REFER It ID2.10 OR DETAILS. OREFER TO MECHANICAL DWGS FOR HVAC DEMOLITION DETAILS. O EXISTING COVE CEILING LIGHT FIXTURE, HOUSING, AND JUNCTION BOX TO BE REMOVED, PATCH AND PAINT CEILING AS REQ'D. O EXISTING LIGHT FIXTURE TO REMAIN; ADD NEW LED LAMP & BLACK TRIM TO EXISTING RECESSED FIXTURE. MEN'S WASHROOM ONLY TO HAVE WHITE TRIM; REFER TO RCP FOR DETAILS. 10 EXISTING LIGHT FIXTURE AND HOUSING TO BE REMOVED, JUNCTION BOX TO REMAIN FOR RE -USE. 11 EXISTING UNDER BAR COUNTER LINEAR LED LIGHTING TO BE REMOVED AND REPLACED WITH NEW; REFER TO ID2.00 AND ID2.10 FOR DETAILS. 12 EXISTING EXTERIOR SIGNAGE TO BE REMOVED, POWER SOURCE TO REMAIN FOR NEW SIGNAGE; REFER TO ID5.30AND 105.31 FOR DETAILS. 13 EXISTING COLUMN FINISH TO BE REMOVED; PATCH CEILING FINISH AS REQ'D. 14 REMOVE EXISTING ACOUSTICAL PANELS, PATCH AND REPAIR GRID FOR NEW PANELS; REFER TO ID2.10 FOR DETAILS. 15 REMOVE EXISTING ACOUSTICAL PANELS AND GRID FOR NEW GWB FINISH; REFER TO ED2.10 FOR DETAILS. 16 EXISTING RECESSED WALL FIXTURE LAMPS TO BE REMOVED. 17 EXISTING SPEAKERS, SPRINKLER HEADS, AND ACCESS HATCHES IN PRIVATE DINING ROOM TO BE REMOVED AND RE -LOCATED IN NEW DROPPED CEILING. GENERAL NOTES: 1. TO BE READ IN CONJUNCTION WITH CONSTRUCTION PLANS & ELEVATIONS FOR DETAIL ON ALL FINISH REMOVAL. 2. EXISTING LIGHT FIXTURES TO REMAIN; CONTRACTOR TO COVER/PROTECT DURING DEMOLITION. LEGEND: ;SPEAKER () SPRINKLER EXISTING BASE BUILDING WALLS AND COLUMNS EXISTING CEILING TO BE REMOVED HATCH INDICATES ADJACENT TENANT SPACE N.I.C. HATCH INDICATES INTERIOR SPACE TO REMAIN AS -IS N.I.C. EXISTING LIGHT FIXTURES TO BE REMOVED 000 0 x 0 SPEAKER 0 SPRINKLER EXISTING LIGHT FIXTURES TO REMAIN REVIEWED FOR CODE COMPLIANCE APPROVED FEB O 2 2018 City of I4kwila CITY RECEIVED JAN 2 9 2018 PERMIT CENTER 1111111111 M 1111! CLR Chin Ley/Reche 1516 Melrose Ave., Suite 200 Seattle, Washigton 98122 206 938 1501 NORTH JOEY RESTAURANT GROUP Joey Restaurants/LOCAL Suite 950, One Bentall Centre 505 Burrard Street Vancouver, BC V7X 1M4 Tel. 604-699-5650 Fax. 604.699.5640 2356 REGISTERED ARCHITECT JOHN P. SERKLAND STATE OF WASHINGTON 01/24/18 KEY PLAN PROJECT JOEY SOUTHCENTER 758 SOUTHCENTER MALL TUKWILA WA, UNITED STATES DRAWING NAME DEMOLITION REFLECTED CEILING PLAN DATE: 10/03/17 PROJECT NO. SCALE: AS NOTED DRAWN BY: JRAE APPROVED BY: JMCBRIDE DRAWING NO. 111111111HO 20 8 2017-01-24 ISSUE FOR PERMIT REVISION 1 SVR 7 2017-11-27 ISSUE FOR TENDER COORD SVR 6 2017-11-10 ISSUE FOR BUILDING PERMIT SVR 5 2017-10-11 ISSUE FOR LANDLORD REVIEW SVR 4 2017-09-25 ISSUE FOR CONSULTANT COORD JR 3 2017-08-28 ISSUE FOR CONSULTANT COORD JR 2 2017-07-25 ISSUE FOR SCHEMATIC PRICING JR 1 2017-07-17 ISSUE FOR HIGH LEVEL REVIEW JR NO. DATE ISSUE DESCRIPTION BY PROJECT JOEY SOUTHCENTER 758 SOUTHCENTER MALL TUKWILA WA, UNITED STATES DRAWING NAME DEMOLITION REFLECTED CEILING PLAN DATE: 10/03/17 PROJECT NO. SCALE: AS NOTED DRAWN BY: JRAE APPROVED BY: JMCBRIDE DRAWING NO. 111111111HO 20 SPECIFICATIONS CONTRACTUAL INFORMATION EXAMINATION OF THE SITE THE CONTRACTOR SHOULD VISIT THE SITE ACQUAINT THEMSELVES WITH THE EXISTING CONDITIONS, AND INCORPORATE THOSE OBSERVATIONS WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. NO ADDITIONAL COMPENSATION WILL BE APPROVED FOR CONDITIONS THAT WERE DISCLOSED BY THE PROJECT TEAM, APPARENT TO THE GENERAL PUBLIC, AVAILABLE FOR INSPECTION DURING NORMAL BUSINESS HOURS AND NECESSARY FOR A SUCCESSFUL BIDDER TO BE AWARE OF. INTERPRETATION OF DOCUMENTS INTERPRETATION OF THE DOCUMENTS SHALL BE MADE BY THE OWNER. ALTERNATES ALTERNATES WILL BE EXERCISED AT THE OPTION OF OWNER. GC SHALL COORDINATE RELATED WORK AND MODIFY SURROUNDING WORK AS REQUIRED. CONTRACTUAL DOCUMENTS SHALL BE PROVIDED BY THE OWNER. WARRANTY CONTRACTOR SHALL WARRANTY HIS WORK FOR A PERIOD OF ONE YEAR FROM DATE OF SUBSTANTIAL COMPLETION. CONTRACTOR SHALL REPAIR ANY DEFECTIVE WORK IN A TIMELY MANNER, AT NO ADDITIONAL COST TO THE OWNER CHANGE ORDER PROCEDURES FOLLOW THE PROCEDURES DESCRIBED IN THE OWNERS CONTRACT DOCUMENT. PROJECT RECORD DOCUMENTS CONTRACTOR SHALL MAINTAIN "AS -BUILT' RECORDS ON THE PERMIT SET HE 5 REQUIRED TO KEEP ON THE SITE. DOCUMENT ANY CHANGES REQUIRED BY FIELD CONDITIONS, SUPPLEMENTAL CHANGES AND/OR DETAILS NOT INDICATED IN THE ORIGINAL DOCUMENTS. UPON COMPLETION OF THE PROJECT DELIVER THIS "AS -BUILT' RECORD TO OWNER. GENERAL REQUIREMENTS A. SUMMARY OF WORK 1.ALL WORK IS ASSOCIATED WITH CONSTRUCTION OF THIS RESTAURANT WITHIN THE EXISTING TENANT SHELL SPACE. INSTALL NEW INTERIOR FINISHES, BUILD NEW FULL HEIGHT PARTITION WALLS, INSTALL NEW CASEWORK AND EQUIPMENT PER PLAN. CLEAN, REPAIR, AND RESTORE ALL OF THE AREA OF WORK, 2. CONTRACTOR SHALL PROVIDE THE FOLLOWING (UNLESS NOTED OTHERWISE IN THE CONTRACT DOCUMENT): a. LABOR, MATERIALS AND EQUIPMENT b. TOOLS, CONSTRUCTION EQUIPMENT AND MACHINERY c. OTHER FACILITIES AND SERVICES NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK. 3. PAY LEGALLY REQUIRED SALES, CONSUMER, AND USE TAXES. 4. SECURE AND PAY FOR, AS NECESSARY FOR PROPER EXECUTION AND COMPLETION OF WORK, AND AS APPLICABLE OF TIME OF RECEIPT OF BIDS: a. PERMITS - SUB TRADE PERMITS AND INSPECTIONS - OWNER WILL APPLY FOR BUILDING PERMIT AND WILL PAY FOR IT. b. GOVERNMENT FEES c. LICENSES 5. COMPLY WITH LANDLORD REGULATIONS. 6. COMPLY WITH CODES, ORDINANCES, RULES, REGULATIONS, ORDERS AND OTHER LEGAL REQUIREMENTS OF PUBLIC AUTHORITIES WHICH BEAR ON PERFORMANCE OF WORK. 7. LEGAL REQUIREMENTS: IT IS NOT CONTRACTOR'S RESPONSIBILITY TO MAKE CERTAIN THAT DRAWINGS AND SPECIFICATIONS COMPLY WITH CODES AND REGULATIONS. 8. ENFORCE STRICT DISCIPLINE AND GOOD ORDER AMONG EMPLOYEES. DO NOT EMPLOY ON WORK: a. UNFIT PERSONS. b. PERSONS NOT SKILLED IN ASSIGNED TASK. 9. PROVIDE A QUALIFIED FULL TIME, ON SITE CONSTRUCTION SUPERINTENDENT. 10. MAINTAIN ON SITE AT LEAST ONE SET OF CONSTRUCTION DOCUMENTS, INCLUDING SPECIFICATIONS, ADDENDA, SUPPLEMENTAL INSTRUCTIONS, SHOP DRAWINGS AND OTHER SUCH INSTRUCTIONAL INFORMATION FROM THE DESIGNER AND THE OWNER. 11. MATERIALS FURNISHED BY OWNER FOR INSTALLATION BY CONTRACTOR: NOTE: POWER AND BLOCKING REQUIREMENTS AS NOTED ON THE DRAWINGS a. CHAIRS, TABLES, AND STOOLS b. THEMED PARAPHERNALIA c. AUDIO VISUAL EQUIPMENT d. EQUIPMENT AS SCHEDULED ON THE DRAWINGS 12. WORK BY OWNER VENDORS: NOTE: CONTRACTOR SHALL RECEIVE AND HANDLE FOR ON-SITE STORAGE ALL EQUIPMENT FURNISHED BY THE OWNER. a. EQUIPMENT AS SCHEDULED ON THE DRAWINGS. b. IDENTIFICATION SIGNAGE (POWER, BLOCKING AND FINAL CONNECTION BY GC). TESTING CONTRACTOR SHALL PROVIDE AND PAY FOR REQUIRED TESTS AND INSPECTIONS FOR THE FOLLOWING: A. ALL SPECIAL INSPECTIONS AS REQUIRED BY LOCAL BUILDING CODES. CLEANING A. MAINTAIN PREMISES FREE FROM ACCUMULATIONS OF WASTE, DEBRIS AND RUBBISH CAUSED BY OPERATIONS. TRASH SHOULD BE CLEARED AT END OF EACH WORKING DAY. B. REMOVE BOXES AND OTHER SHIPPING MATERIALS PROVIDED BY THE OWNER. C. FINAL CLEANING SHALL BE ACCOMPLISHED TO A LEVEL THAT IS OCCUPANT READY. TEMPORARY UTILITIES CONTRACTOR SHALL MAKE ALL NECESSARY ARRANGEMENTS AND PAY FOR WATER AND ELECTRIC DURING THE CONSTRUCTION WORKS. TEMPORARY BARRIERS A. GENERAL REQUIREMENTS 1.IF REQUIRED BY LANDLORD, COORDINATE WITH LANDLORD'S TENANT REPRESENTATIVE AND ABIDE BY LANDLORD'S BARRIER REQUIREMENTS. PORTABLE FIRE EXTINGUISHERS AND CABINETS POWER A. PROVIDE FIRE EXTINGUISHERS FOR EACH EXTINGUISHER CABINET AND OTHER LOCATIONS AS SHOWN ON THE DRAWINGS. FURNISH ONLY NEW FIRE EXTINGUISHERS WHICH ARE APPROVED AND LABELED BY UNDERWRITERS LABORATORIES. 1.FILL AND SERVICE EXTINGUISHERS IN ACCORDANCE WITH GOVERNING AUTHORITIES. 2. PROVIDE THE MANUFACTURER'S STANDARD MOUNTING BRACKETS FOR EXTINGUISHERS NOT LOCATED IN CABINETS. B. WATER PRESSURIZED (2A): 2-1/2 GALLON SIZE, STAINLESS STEEL CONTAINER WITH PRESSURE -INDICATING GAGE, FOR CLASS A FIRES. C. DRY CHEMICAL (4BC): 2-1/2 POUND, ENAMELED STEEL CONTAINER WITH PRESSURE -INDICATING GAGE, FOR CLASS B AND CLASS C FIRES. FIRE EXTINGUISHER CABINETS A. GENERAL: PROVIDE FIRE EXTINGUISHER CABINETS SUITABLE FOR HOUSING ONE STANDARD -SIZE FIRE EXTINGUISHER AS SPECIFIED, AS FOLLOWS: 1. RECESSED: TRIM WITH BEVELED OR ROUNDED EDGES IN CONTACT WITH WALL SURFACE. PROVIDE SQUARE CORNERS WITH APPROXIMATELY 1-1/4 INCH -WIDE TRIM, UNLESS OTHERWISE SHOWN. B. METAL GAGE: PROVIDE CABINETS FABRICATED OF THE FOLLOWING MINIMUM EQUIVALENT STEEL GAGES: 2. BOX: 20 GAGE 3. TRIM FRAME: 18 GAGE 4. TUBULAR DOOR PERIMETER FRAME: 20 GAGE C. CONSTRUCTION: ONE-PIECE TUBULAR DOOR FRAMES, MITERED AND WELDED. ONE-PIECE METAL TRIM FRAME, TO SUIT CABINET STYLE REQUIRED. WELD ALL JOINTS AND GRIND SMOOTH PROVIDE THE MANUFACTURER'S STANDARD STEEL BOX WITH WHITE, BAKED ENAMEL INTERIOR FINISH AND PRIMED EXTERIOR FINISH. D. DOORS: BREAK -GLASS PANEL, DSA GLASS, WITH INSIDE LATCH AND LOCK. E. DOOR HARDWARE: CONTINUOUS -TYPE HINGE PERMITTING DOOR TO OPEN 180 DEGREES. PROVIDE EITHER LEVER HANDLE WITH CAM ACTION LATCH, OR DOOR PULL AND FRICTION LATCH. OTHER GENERAL REQUIREMENTS A. THE WORK INCLUDES: 1. ALL NECESSARY DEMOLITION, CUTTING AND PATCHING NECESSARY TO PRODUCE THE INTENDED RESULTS. 2. ALL LABOR, SERVICES AND MATERIALS NECESSARY TO PRODUCE THE INTENDED RESULTS. 3. ALL PATCHING NECESSARY FOR STRUCTURAL, MECHANICAL AND ELECTRICAL WORK. B. ALL WORK SHALL BE COMPLETED IN COMPLIANCE WITH TRADE AND INDUSTRY STANDARDS, MANUFACTURER'S RECOMMENDATIONS AND QUALITY CONSTRUCTION PRACTICE. C. CONTRACTOR SHALL FIELD VERIFY EXISTING DIMENSIONS AND REPORT TO THE ARCHITECT ANY DISCREPANCIES AFFECTING THE WORK. D. CONTRACTOR SHALL PROTECT EXISTING BUILDING AS REQUIRED, AND REPAIR ANY DAMAGE ONE AT NO COST TO THE OWNER. CUTTING AND PATCHING A. ALL CUTTING AND PATCHING SHALL BE DONE TO MAINTAIN STRUCTURAL ACOUSTICAL, AND FIRE ROLLING INTEGRITY, AND TO PROVIDE A SMOOTH FINISHED APPEARANCE WHEN COMPLETED. B. CUTTING AND PATCHING INCLUDES: 1. PIPE ROUTING FOR FOOD SERVICE EQUIPMENT AS OUTLINED ON DRAWINGS. 2. INFILLING OPENINGS WHETHER OR NOT SPECIFICALLY DESIGNATED. CONCRETE CONCRETE FINISH SHALL BE SMOOTH TROWEL FINISH UNO. MISCELLANEOUS METALS A. MAJOR ITEMS OF METAL INCLUDE STEEL FRAMING SUPPORTS FOR COUNTERTOPS AND FRAMING AND SUPPORTS FOR CEILINGS, BULKHEADS AND SOFFITS, AND SPECIALTY ITEMS. B. METAL SHALL BE NEW, FREE OF RUST AND DEFECTS AND OF BEST COMMERCIAL QUALITY. C. STEEL SHALL CONFORM TO LATEST EDITION OF ASTM, A-36, GRADE B. D. ERECT IN ACCORDANCE WITH AISC SPECIFICATIONS. INTERIOR FIRE -RETARDANT TREATMENT MATERIALS SHALL BEAR UNDERWRITER LABORATORIES (UL) LABEL FR -S. ROUGH CARPENTRY A. INSPECTION: PRIOR TO ALL WORK OF THIS SECTION, CAREFULLY INSPECT THE INSTALLED WORK OF ALL OTHER TRADES AND VERIFY THAT ALL SUCH WORK IS COMPLETE TO THE POINT WHERE THIS INSTALLATION MAY PROPERLY COMMENCE AND BE PERFORMED IN STRICT ACCORDANCE WITH THE ORIGINAL DESIGN AND ALL PERTINENT CODES AND REGULATIONS. B. DISCREPANCIES: IN THE EVENT OF DISCREPANCY, IMMEDIATELY NOTIFY THE DESIGNER. DO NOT PROCEED WITH INSTALLATION UNTIL FULLY RESOLVED. C. GENERAL: INSTALL ROUGH CARPENTRY TO PRODUCE FRAMING WHICH IS LEVEL OR PLUMB WITH JOINTS THAT ARE TRUE, TIGHT AND WELL NAILED. ASSEMBLE ALL MEMBERS IN ACCORDANCE WITH THE APPROVED DRAWINGS AND APPROPRIATE CODES. D. SELECTION OF LUMBER: CAREFULLY SELECT ALL LUMBER. WHEN CUTTING LONG LENGTHS INTO SHORT PIECES, EXERCISE CARE TO AVOID REDUCING THE GRADE. LUMBER MAY BE REJECTED BY THE ENGINEER AT ANY TIME FOR FAULTS OR DEFECTS IN EXCESS OF THOSE DESCRIBED IN SECTION 06060 - LUMBER AND TIMBER. FINISH CARPENTRY A. PRIOR TO ALL WORK OF THIS SECTION, CAREFULLY INSPECT THE INSTALLED WORK OF ALL OTHER TRADES AND VERIFY THAT ALL SUCH WORK IS COMPLETE TO THE POINT WHERE THE WORK OF THIS SECTION MAY PROPERLY COMMENCE AND BE COMPLETED IN STRICT ACCORDANCE WITH THE ORIGINAL DESIGN. B. IN THE EVENT OF DISCREPANCY, IMMEDIATELY NOTIFY THE DESIGNER FOR RESOLUTION BEFORE PROCEEDING. C. GENERAL: ALL FINISH CARPENTRY JOINTS, SEAMS, OR FITTINGS SHALL BE TRUE, TIGHT AND WELL FASTENED. ALL MEMBERS SHALL BE ASSEMBLED IN ACCORDANCE WITH THE APPROVED DRAWINGS. D. JOINTING: 1. MAKE ALL JOINTS TO CONCEAL SHRINKAGE; MITER ALL EXTERIOR CORNERS; COPE ALL INTERIOR CORNERS; MITER OR SCARF ALL END-TO-END JOINTS. 2. INSTALL ALL TRIM AND MOLDING IN PIECES AS LONG AS POSSIBLE, JOINTING ONLY OVER BACKING OR OTHER SOLID SUPPORT. E. FASTENING: USE GALVANIZED FASTENERS ONLY WHEN USING WATERBORNE SALT -TREATED MATERIALS. 1. INSTALL ALL ITEMS STRAIGHT, LEVEL, PLUMB, PROPERLY ORIENTED AND FIRMLY ANCHORED IN PLACE. COORDINATE WITH ALL OTHER TRADES TO ENSURE PROPER PLACEMENT OF ALL BLOCKING AND BACKING REQUIRED. 2. NAIL INTERIOR TRIM WITH FINISH NAILS OF THE PROPER SIZE; DRILL AS REQUIRED TO PREVENT SPLITTING. 3. NAIL EXTERIOR TRIM WITH GALVANIZED FINISH NAILS OF THE PROPER SIZE; DRILL AS REQUIRED TO PREVENT SPLITTING. MAKE ALL JOINTS TO EXCLUDE WATER AND SET IN WATERPROOF GLUE OR IN CAULKING COMPOUND 4. SET ALL NAILS FOR PUTTY ON EXPOSED FINISH WORK. 5. CREWS MAY BE STARTED BY DRIVING EXCEPT ON EXPOSED FINISH WORK OR WHERE SPLITTING MAY OCCUR. PRE -DRILL SCREW HOLES ON ALL EXPOSED FINISH WORK. TURN SCREWS INTO FINAL POSITION ON ALL WORK, USING CARE NOT TO DAMAGE THE SCREW HEAD OR DRIVING RECESS. F. FLOORS UNDER RESILIENT COVERING: LAY THE UNDERLAYMENT IN AS LARGE SHEETS AS PRACTICABLE OVER 3/4 -POUND UNSATURATED DEADENING FELT. FIT THE SHEETS TIGHT AND NAIL THEM TO THE JOISTS BELOW WITH L HEAD -CUT FLOORING NAILS SET BELOW THE SURFACE WITH THE SPECIAL TOOL USED FOR THAT PURPOSE. SPACE NAILS AT FOUR INCH CENTERS AROUND THE EDGES AND AT EIGHT INCH CENTERS ALONG THE INTERMEDIATE BEARINGS. FILL THE JOINTS BETWEEN SHEETS AND NAILHEADS WITH WOOD PUTTY. AFTER THE WOOD PUTTY HAS SET, REMOVE THE OVERWOOD AT THE JOINTS BY MACHINE SANDING TO LEAVE A SMOOTH AND EVEN SURFACE. G. SIDING: INSTALL WHERE INDICATED ON THE DRAWINGS, IN EVEN COURSES OF AS LONG LENGTHS AS PRACTICABLE, WITH JOINTS AT COURSES STAGGERED. H. WOOD DOOR AND RELIGHT FRAMES: WOOD DOOR AND RELIGHT FRAMES SHALL BE 1-5/8 INCHES THICK, SOLID, DOUBLE -RABBETED EXCEPT WHERE DETAILED OTHERWISE. HOUSE THE HEADS INTO JAMBS AND SET THE JOINTS OF EXTERIOR FRAMES IN AN APPROVED SEALANT. I. SCREENING AT VENTS: INSTALL THE ALUMINUM WIRE MESH INSECT SCREEN WITH A LAP OF AT LEAST TWO INCHES AT ALL OPENINGS. STRETCH THE MATERIAL TAUT AND TACK IT SECURELY IN PLACE USING GALVANIZED STAPLES. J. INSTALL ALL OTHER ITEMS TO BE INSTALLED UNDER THIS SECTION IN STRICT ACCORDANCE WITH THE DRAWINGS AND THE MANUFACTURERS' RECOMMENDATIONS. SET THE ITEMS TRUE, STRAIGHT, PLUMB AND LEVEL, AND ANCHORED THEM SECURELY FOR THE INTENDED USE. K. SANDPAPER ALL FINISH WOOD SURFACES TO PRODUCE A UNIFORMLY SMOOTH SURFACE. NO IMPERFECTIONS, SUCH AS HAMMER MARKS OR COARSE GRAIN SANDPAPER MARKS, WILL BE ACCEPTED. TOUCH UP OR REFURBISH PRE -FINISHED OR FACTORY -FINISHED SURFACES, AS NECESSARY, ACCORDING TO THE MANUFACTURERS' RECOMMENDATIONS. L. KEEP THE WORK AREA IN A NEAT, SAFE, ORDERLY CONDITION AT ALL TIMES, FREE FROM AN ACCUMULATION OF SAWDUST AND DEBRIS. LEAVE THE AREA BROOM -CLEAN UPON COMPLETION. CUSTOM CABINETS A. ALL CUSTOM CABINETRY TO FOLLOW DESIGNER'S DESIGN INTENT DRAWINGS. B. FABRICATE, ASSEMBLE AND FINISH ALL CABINETWORK AT THE FACTORY INSOFAR AS POSSIBLE; CONSTRUCT UNITS IN SIZES TO PERMIT CONVENIENT AND EFFICIENT HANDLING AND INSTALLATION; PROVIDE ALL ITEMS NECESSARY FOR COMPLETE INSTALLATION AT THE LOCATIONS REQUIRED IN THE PROJECT. MACHINE ALL PARTS FOR PRECISION FIT AND ASSEMBLE WITH FASTENINGS AND ADHESIVES FOR PERMANENTLY SECURE CONSTRUCTION, REINFORCED AS REQUIRED FOR STRENGTH AND RIGIDITY. CONSTRUCT CABINETWORK TO TRUE DIMENSIONS, SQUARE, LEVEL AND PLUMB; VERIFY ALL CRITICAL INSTALLATION DIMENSIONS AT THE JOB SITE PRIOR TO FABRICATING ITEMS REQUIRING CLOSE TOLERANCE INSTALLATION. MAKE ACCURATE AND TIGHT JOINTS; FORM TO CONCEAL SHRINKAGE AS FAR AS POSSIBLE; SECURE BY GLUING AND NAILING WITH FINISH NAILS. USE SCREWS AND BOLTS IF REQUIRED FOR RIGIDITY. C. INSTALL CABINETWORK, COUNTERTOPS AND SHELVING UNITS AS INDICATED, COMPLETE WITH ALL HARDWARE AND ACCESSORY ITEMS; MAKE PLUMB AND LEVEL AND SECURELY ATTACH TO ADJOINING CONSTRUCTION AS APPROVED. ADJUST HARDWARE AND FITTINGS FOR OPERATION TO THE SATISFACTION OF THEOWNER; CLEAN ALL EXTERIOR AND INTERIOR SURFACES AND REPAIR ALL DAMAGE 0 FINISHES. LEAVE THE WORK FREE FROM DEFECTS AND READY FOR USE, AS APPROVED AT THE IME OF FINAL ACCEPTANCE. D. REPAIR DAMAGED AND DEFECTIVE WOODWORK WHERE POSSIBLE TO ELIMINATE DEFECTS FUNCTIONALLY AND VISUALLY; WHERE NOT POSSIBLE TO REPAIR REPLACE WOODWORK. ADJUST JOINERY FOR UNIFORM APPEARANCE. CLEAN, LUBRICATE AND ADJUST HARDWARE. CLEAN WOODWORK ON EXPOSED AND SEMI -EXPOSED SURFACES. PROVIDE FINAL PROTECTION AND MAINTAIN CONDITIONS, IN A MANNER ACCEPTABLE TO FABRICATOR AND INSTALLER, WHICH ENSURES ARCHITECTURAL WOODWORK BEING WITHOUT DAMAGE OR DETERIORATION AT TIME OF SUBSTANTIAL COMPLETION. FLUID -APPLIED WATERPROOFING A. REFERENCE LANDLORD'S STANDARDS. B. GENERAL COMPATABILITY: PROVIDE PRODUCTS WHICH ARE RECOMMENDED BY MANUFACTURER TO BE FULLY COMPATIBLE WITH INDICATED SUBSTRATES. PROVIDE ONE OR TWO-PART URETHANE -BASED WATERPROOFING. C. URETHANE -BASED, TWO-PART WATERPROOFING: POLYURETHANE RUBBER -BASED LIQUID MEMBRANE MATERIAL, SELF -BONDING TO NORMAL SUBSTRATES, PACKAGED IN TWO COMPONENTS TO BE MIXED AT TIME OF USE, COMPOUNDED SPECIFICALLY FOR APPLICATION METHOD TO BE USED [BY HAND OR SPRAY] AND FOR SLOPE OF SUBSTRATE, NOT LESS THAN 97% SOLIDS IN UNCURED BLEND, TESTED BY MANUFACTURER TO COMPLY WITH FOLLOWING REQUIREMENTS FOR CURED MEMBRANE: 1. TENSILE STRENGTH (MIN)40 PSI; ASTM D412ULTIMATE ELONGATION (MIN)400%; ASTM D412HARDNESS (SHORE A) 5 TO 20; ASTM D2240LOW TEMP. BRITTLENESS -40°F (-40°C); ASTM D746 D. PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE ONE OF THE FOLLOWING: 1. SURE -SEAL LIQUISEAL; CARLISLE TIRE & RUBBER CO. 2. GACOFLEX LM -60H; GACO WESTERN 3. THIO -DECK MEMBRANE SP; MAMECO SEALANTS A. ACCEPTABLE MANUFACTURS ARE PECORE OR EQUAL AND APPROVED. B. ACRYLIC LATEX CAULK AT DOOR FRAMES AND INTERIOR TRIM SHALL BE ANSI C834; PAINTABLE TYPE. C. PROVIDE TWO (2) YEAR GUARANTEE TO OWNER ISSUED BY GENERAL CONTRACTOR AND APPLICATOR. D. PROVIDE PRIMERS, JOINT BACKING AND OTHER ACCESSORIES AS REQUIRED AND RECOMMENDED BY THE MANUFACTURER. E. PREPARE SURFACE PER SEALANT MANUFACTURER'S RECOMMENDATIONS. APPLY WITH SUFFICIENT PRESSURE TO FILL ALL VOIDS AND FINISH JOINTS TO BE SLIGHTLY CANVEX AND WEATHER TIGHT. F. INTERIOR SEALANT TO BE BC -158 BUTYL RUBBER SEALANT. G. CAULK OR SEAL ALL JOINTS BETWEEN DISSIMILAR MATERIALS. SEAL PERIMETER OF CASEWORK AND SINKS. H. SANITARY SEALANT TO BE SILICONE. I. SILICONE SEALANT IN EXPANSION AND CONTROL JOINTS, COLOR TO MATCH. WOOD DOORS A. MATERIALS AND FABRICATION: WHEREVER FLUSH WOOD DOORS ARE SHOWN OR SCHEDULED, PROVIDE DOOR CONSTRUCTION COMPLYING WITH REFERENCED STANDARDS AND THE REQUIREMENTS WHICH FOLLOW. B. FACE PANELS: FABRICATE WITH 2 OR MORE PLIES AND WITH FACE VENEER OF THE SPECIES AND CUT SPECIFIED, PREMIUM [GOOD] GRADE (NWWDA). PROVIDE SAME MATERIAL ON BOTH FACES OF INDIVIDUAL DOORS. 1. FACE VENEER: WHITE OAK, PLAIN SLICED, ROTARY BIRCH. 2. VENEER MATCH 3. BOOK MATCH, CENTER MATCH WITH AN EVEN NUMBER OF PIECES OF VENEER ACROSS DOOR FACE AND WITH A JOINT OCCURRING ON THE CENTERLINE OF THE DOOR WITH THE SAME FIGURE AND GRAIN ON EACH SIDE OF THE CENTERLINE. C. EXPOSED EDGES: DOOR MANUFACTURER'S STANDARD CLOSE -GRAIN HARDWOOD, FOR PAINT FINISH. D. SOLID HARD WOOD OF SAME SPECIES AS FACE VENEERS. E. MANUFACTURERS: PROVIDE DOORS AS MANUFACTURED BY CAL -WOOD (SANTA-ROSA, CALIF.), EGGERS, PAINE LUMBER CO., ALGOMA HARDWOODS, WEYERHAEUSER, OR VANCOUVER DOOR CO. F. FOR ALL WOOD DOOR REQUIREMENTS SEE POS MASTER SPECIFICATION DIVISION 8 SECTION 08210. HARDWARE A. SUPPLIER: FINISH HARDWARE SHALL BE SUPPLIED BY A RECOGNIZED BUILDERS' HARDWARE SUPPLIER WHO HAS BEEN FURNISHING HARDWARE IN THE SAME AREA AS THE PROJECT FOR A PERIOD OF NOT LESS THAN TWO YEARS. THEY SHALL BE A FACTORY AUTHORIZED DISTRIBUTOR OF THE EXIT DEVICES, LOCKSETS, AND DOOR CLOSERS. THE SUPPLIER'S ORGANIZATION SHALL INCLUDE A MEMBER OF THE AMERICAN SOCIETY OF ARCHITECTURAL HARDWARE CONSULTANTS WHO IS AVAILABLE AT ALL REASONABLE TIMES DURING THE COURSE OF THE WORK TO MEET WITH THE PORT OF SEATTLE OR CONTRACTOR FOR PROJECT HARDWARE CONSULTATION. B. INSTALLER: FINISH HARDWARE SHALL BE INSTALLED ONLY BY EXPERIENCED TRADESMEN IN COMPLIANCE WITH TRADE UNION JURISDICTIONS, EITHER AT THE DOOR AND FRAME FABRICATION PLANT OR AT THE PROJECT SITE. C. CODES: 1. ALL FINISH HARDWARE SHALL COMPLY WITH APPLICABLE LOCAL AND/OR STATE CURRENT BUILDING CODES. 2. HARDWARE FOR FIRE -RATED OPENINGS SHALL ALSO BE IN COMPLIANCE WITH ALL FIRE BUILDING CODES APPLICABLE TO THE DISTRICT IN WHICH THE BUILDING IS LOCATED. PROVIDE ONLY HARDWARE WHICH HAS BEEN TESTED AND LISTED BY "UL" FOR THE TYPES AND SIZES OF DOORS REQUIRED, AND WHICH COMPLIES WITH THE REQUIREMENTS OF THE DOOR AND DOOR FRAME LABELS. PAINTS AND COATINGS D. UNLESS OTHERWISE SPECIFIED, FURNISH PAINT, VARNISH, STAIN, ENAMEL, LACQUER, FILLERS AND RELATED PRODUCTS FOR PRIME AND INTERMEDIATE AND FINISH COATS, OF A TYPE BRAND AND MANUFACTURE LISTED IN MASTER PAINTER'S INSTITUTE MANUAL, LATEST EDITION, FACTORY -LABELED FOR POSITIVE IDENTIFICATION. MATERIALS NOT SPECIFICALLY NOTED IN THE MASTER PAINTER'S INSTITUTE, AND REQUIRED FOR THE WORK SUCH AS LINSEED OIL, SHELLAC, THINNERS OR OTHER MATERIALS REQUIRED FOR THE WORK, SHALL BE OF QUALITY NOT LESS THAN REQUIRED BY APPLICABLE PUBLISHED FEDERAL OR STATE SPECIFICATION STANDARDS, AND AS MANUFACTURED BY APPROVED FIRMS. E. MATERIALS SELECTED FOR COATING SYSTEMS FOR EACH TYPE OF SURFACE SHALL BE THE PRODUCT OF A SINGLE MANUFACTURER. F. ALL PAINT MATERIALS SHALL BE THE RESPECTIVE EQUIVALENT, IN THE OPINION OF THE DESIGNER, TO THE SEVERAL TYPES OF MATERIALS SPECIFIED. DELIVER ALL MATERIALS TO THE JOB SITE IN THE ORIGINAL, UNBROKEN CONTAINERS, BEARING THE MANUFACTURERS' LABELS INDICATING THE CONTENTS AND DIRECTIONS FOR USE, STORAGE AND HANDLING. G. MATERIALS NOT SPECIFICALLY NOTED BUT REQUIRED FOR THE WORK, SUCH AS LINSEED OIL, SHELLAC, THINNERS, OR OTHER MATERIALS, SHALL BE THE PRODUCT OF THE APPROVED PAINT MANUFACTURER. H. THERE SHALL BE NO SUBSTITUTION OF THE PAINT MANUFACTURER, TYPE, COLOR OR FINISH SPECIFIED IN THE FINISH LEGEND WITHOUT THE EXPRESSED CONSENT OF THE DESIGNER. FIBERGLASS REINFORCED PANEL A. PROVIDE AND INSTALL FRP PANELS AS SPECIFIED IN THE FINISH LEGEND AND FINISH SCHEDULE USING MANUFACTURER'S RECCOMMENDED ADHESIVE TO ALL SKULLERY AND STORAGE AREAS AS REQUIRED BY THE HEALTH DEPARTMENT. B. INSTALL PER MANUFACTURER'S RECOMMENDATIONS WITH SPECIFIED 6" COVED BASE AND SILICONE SEALANT. C. PROVIDE 1 Y2" HEAVY DUTY CORNER GUARDS AT ALL OUTSIDE CORNERS. WALL GUARDS A. GUARDS SHALL BE MANUFACTURED FROM HIGH -IMPACT VINYL/ACRYLIC MATERIAL WITH MATTE FINISH PEBBLE GRAIN SURFACE, COLOR INDICATED, OR IF NOT INDICATED, AS SELECTED BY DESIGNER. COLOR SHALL BE INTEGRAL THROUGHOUT DEPTH OF MATERIAL. FLAME SPREAD SHALL BE LIMITED TO 25, IN ACCORDANCE WITH ASTM E84. GUARDS SHALL BE EQUIPPED WITH EXTRUDED ALUMINUM RETAINER, AND MANUFACTURER'S STANDARD ANCHORAGES FOR TYPE OF GUARD AND SUBSTRATE CONSTRUCTION. B. IF WALL GUARDS ARE TO LOCATED ON WALLS IN PUBLIC AREAS OR VISIBLE BY THE PUBLIC, CONSULT THE ARCHITECT FOR THE MAKE, MADEL, MATERIAL AND FINISH. GYPSUM BOARD & ACCESSORY MATERIALS A. GYPSUM BOARD SHALL CONTAIN RECYCLED MATERIAL: PAPER COVER, 100%; GYPSUM CORE, 10% MINIMUM CONTENT RECYCLED GYPSUM. B. INTERIOR GYPSUM PANELS: ASTM A36. SHALL BE TAPERED EDGE FOR FINISHED SURFACES AND BUTT EDGE FOR CONCEALED SURFACES; [REGULAR] [TYPE X FIRE -RATED] [COREBOARD] [FOILBACK INSULATING] [VINYL -COVERED]. MATERIALS SHALL BE THE PRODUCT OF DOMTAR GYPSUM, JAMES HARDIE GYPSUM, U.S. GYPSUM, OR APPROVED EQUAL. C. EXTERIOR GYPSUM PANELS: ASTM C79. WALL OR SOFFIT PANELS SHALL HAVE SPECIAL CORE AND COVERING [T AND G] [SQUARE] EDGES, [PLAIN] [IMPREGNATED] CORE. D. SOUND -DEADENING BOARD: ACOUSTICAL PANELS SHALL BE [TYPE X], OR APPROVED EQUAL. E. MOISTURE -RESISTANT GYPSUM BOARD: ASTM C630, STANDARD TYPE, [TYPE X FIRE -RATED], WATER-RESISTANT GYPSUM BOARD SHALL BE USED IN SHOWER AND BATHROOMS AND OTHER AREAS OF HIGH HUMIDITY. F. GYPSUM SHEATHING: COMPLY WITH ASTM C79, MOISTURE RESISTANT TYPE. NOMINAL SIZE: STANDARD WIDTH AND LENGTH, TONGUE AND GROOVE EDGES, ENDS SQUARE CUT.. THICKNESS, 1/2 -INCH UNLESS OTHERWISE INDICATED. GYPSUM SHEATHING SHALL CONTAIN RECYCLED MATERIAL. PAPER COVER; 100%, GYPSUM CORE; 10% MINIMUM CONTENT RECYCLED GYPSUM. G. MANUFACTURERS: DOMTAR GYPSUM, JAMES HARDIE GYPSUM, U.S. GYPSUM OR APPROVED EQUAL. H. THICKNESSES: AS INDICATED ON THE DRAWINGS FOR EACH APPLICATION. I. FASTENERS: ALL FASTENERS SHALL BE GALVANIZED [METAL SCREWS SPECIALLY DESIGNED FOR APPLICATION OF GYPSUM PANELS TO METAL STUDS] [(5D) (6D) GYPSUM WALLBOARD "COOLER" NAILS] [NO. 6 DRYWALL SCREWS WITH SELF -DIMPLING HEAD]. J. CORNERBEAD, STOPS AND TRIM: ALL ACCESSORIES SHALL BE GALVANIZED METAL OR PLASTIC AS RECOMMENDED BY THE GYPSUM BOARD MANUFACTURER. K. JOINT SYSTEM: THE JOINT SYSTEM, INCLUDING TAPE REINFORCEMENT AND COMPOUND, SHALL BE AS RECOMMENDED BY THE MANUFACTURER. L. ALL OTHER MATERIALS, NOT SPECIFICALLY DESCRIBED, BUT REQUIRED FOR A COMPLETE AND PROPER INSTALLATION OF GYPSUM WALLBOARD, SHALL BE AS SELECTED BY THE CONTRACTOR SUBJECT TO THE APPROVAL OF THE DESIGN PROFESSIONAL. GYPSUM BASE FOR VENEER PLASTER A. GYPSUM BASE FOR VENEER PLASTER: PROVIDE GYPSUM BASE SHEETS COMPLYING WITH ASTM C588, MANUFACTURER'S STANDARD SHEET SIZE, OF THE TYPE AND THICKNESS INDICATED ON THE DRAWINGS. B. ACCESSORIES FOR GYPSUM BASE SHEETS: PROVIDE FASTENERS AND OTHER SUPPORT ACCESSORIES FOR THE TYPE AND SIZES RECOMMENDED BY THE BASE SHEET MANUFACTURER FOR THE APPLICATION SHOWN. CERAMIC TILE A. FLOOR TILES SHALL BE CERAMIC, MOSAIC FLOOR TILE, NOT LESS THAN 1/4 -INCH THICK, OF UNGLAZED, [DUST -PRESSED] [WET PRESSED] [EXTRUDED], WITH CUSHION EDGES. B. B. FLOOR TILES SHALL BE OF STANDARD GRADE CONFORMING TO ASTM C499, [SIZE] AND [COLOR]. C. THE FOLLOWING PRODUCT IS AN APPROVED SUBSTITUTE WITH RECYCLED CONTENT INSTEAD OF THE STANDARD CERAMIC TILE FOR USE IN BOTH FLOOR AND WAINSCOT APPLICATIONS. RESILIENT WALL BASE A. ASTM F1861, TYPE TP, RUBBER BASE, FOUR INCH HIGH, TOP -SET, 1/8 -INCH THICKNESS, WITH MOLDED CORNERS, AS MANUFACTURED BY BURKE, ROPPE, MERCER, OR APPROVED EQUAL. COLOR SHALL BE AS SELECTED BY THE DESIGNER. B. PROVIDE 6" BASE UNO. C. INSTALL ALL MATERIALS AFTER THE CONCRETE IS COMPLETELY DRY, IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION; INSTALL WALL BASE BY CEMENTING DIRECTLY TO SUBSTRATE. D. CONDITION OF SURFACES: VERIFY THE CONDITION OF SUBSTRATES PRIOR TO INSTALLATION; INSTALLATION OF WALL BASE WILL BE CONSTRUED AS ACCEPTANCE OF ALL CONDITIONS OF THE INSTALLATION, INCLUDING TEMPERATURES, MOISTURE CONTENT, CLEANLINESS AND GENERAL CONDITION OF THE SUBSTRATE. SHOULD SURFACES BE DEEMED UNACCEPTABLE FOR THE INSTALLATION OF WALL BASE, NOTIFY AND AWAIT THE DIRECTION OF THE DESIGNER. E. INSTALLATION OF BASE: LAY OUT BASE MATERIAL AND CUT TO LENGTHS, CAREFULLY MATCH EDGES AT ALL SEAMS, OR DOUBLE -CUT ADJOINING LENGTHS. ARRANGE THE JOINTS SO AS TO BE PRACTICALLY INVISIBLE. ADHERE BASE MATERIALS SECURELY TO THE SUBSTRATE, LAYING THE MATERIAL IN STRAIGHT LINES WITH TOP EDGES LEVEL AND TRUE. FORM INTERNAL AND EXTERNAL CORNERS. F. AFTER THE BASE HAS SET SUFFICIENTLY, WASH WITH NEUTRAL CLEANER; APPLY TWO COATS OF NON -SLIP WAX, TYPE AS RECOMMENDED BY THE BASE MATERIALS MANUFACTURER. BUFF TO A SMOOTH, DULL -GLOSS FINISH. LEAVE SURFACES CLEAN AND SMOOTH, FREE FROM WAVES, BUCKLES, CRACKS, PROJECTING EDGES AND OTHER DEFECTS. WALL COVERING A. REFER TO FINISH SCHEDULE BY DESIGNER FOR FABRIC WALL COVERING TYPE, COLOR, TEXTURE, AND PATTERN. B. ALL MATERIAL SHALL CONFORM TO APPLICABLE CODES WITH REGARD TO FLAME SPREAD. CONTRACTOR SHALL SUBMIT SAMPLE OF MATERIAL AND CERTIFICATION FROM INDEPENDENT TESTING LAB. C. LINING PAPER 1. INSTALL GENERALLY UNDER SHIKI, CORK, BURLAP, GRASS CLOTH, FOIL, FLOCK ON FOIL, OR WHERE EXISTING CONDITIONS REQUIRE LINING PAPER AS RECOMMENDED BY WALL COVERING MANUFACTURER. D. PRIMER AND ADHESIVE 1. PRIMER AND ADHESIVE SHALL BE OF A TYPE RECOMMENDED BY THE WALL COVERING MANUFACTURER AND SHALL CONTAIN A NON -MERCURY BASED MILDEWCIDE. ADHESIVE SHALL BE STRIPPABLE TYPE. ADHESIVE TO INSTALL CAP SHALL BE OF A TYPE RECOMMENDED BY THE MANUFACTURER OF THE WAINSCOT CAP. E. CONDITION OF SURFACES 1. NOTIFY THE DESIGNER IN WRITING OF ALL CONDITIONS INCLUDING, BUT NOT LIMITED TO, CRACKS, VOIDS, RIDGES, OILS, GREASE, MOISTURE, POROSITY, INDELIBLE AND WATER SOLUBLE CRAYON, BALL OR FELT TIP PEN MARKED, AND FOREIGN MATERIALS AND SUBSTANCES WHICH WILL PREVENT SATISFACTORY FINISHED WORK; DO NO WORK UNTIL SAID CONDITIONS HAVE BEEN CORRECTED. 2. DO NOT START WORK UNTIL OTHER WORK REQUIRING PENETRATION OF WALL COVERING HAS BEEN COMPLETED. REVIEWED FOR CODE COMPLIANCE APPROVED FEBg745 Citsi of Tukwila RECEIVED CITY OF TUKWILA JAN 2 9 2018 PERMIT CENTER CLR Chin Ley/Reche 1516 Melrose Ave., Suite 200 Seattle, Washigton 98122 206 938 1501 JOEY RESTAURANT GROUP Joey Restaurants/LOCAL Suite 950, One Bentall Centre 505 Burrard Street Vancouver, BC V7X 1M4 Tel. 604-699-5650 Fax. 604.699.5640 2356 CONSULTANT REGISTERED ARCHITECT JOHN P. SERKLAND STATE OF WASHINGTON 01/24/18 KEY PLAN PROJECT JOEY SOUTHCENTER 758 SOUTHCENTER MALL TUKWILA WA, UNITED STATES DRAWING NAME SPECIFICATIONS DATE: 10/03/17 PROJECT NO. SCALE: AS NOTED DRAWN BY: JRAE APPROVED BY: JMCBRIDE DRAWING NO. 0 2 11/10/17 PERMIT SET SVR 1 10/16/17 ISSUE FOR DD PRICING SVR NO. DATE ISSUE DESCRIPTION BY PROJECT JOEY SOUTHCENTER 758 SOUTHCENTER MALL TUKWILA WA, UNITED STATES DRAWING NAME SPECIFICATIONS DATE: 10/03/17 PROJECT NO. SCALE: AS NOTED DRAWN BY: JRAE APPROVED BY: JMCBRIDE DRAWING NO. 0 MOCK-UP LIST NO. ITEM NOTES BY CONTRACTOR BY OWNER MILLWORK / FINISH ITEMS 1 WOOD BEAMS @ BAR & LOUNGE [WD -3] SAMPLE (1' L) MANUFACTURER: SERIES MODEL: FINISH: SUPPLIER: EXTENT: X 2 WOOD WALL FEATURE @ DINING [WD -5] SAMPLE (24" W x 24" L) HD -5 X 3 BLACKENED STEEL [MM -3] SAMPLE (12" W x 12" L) X 1.3 4 WIRE LINK MESH [MM -9] SAMPLE (12" W x 12" L) X ORACLE / MICROS 5 ENTRY GLASS [GL -4] & FRAME MOCK UP SAMPLE (12" W x 24" L) X 6 LONGBOARD CORNER DETAIL [MM -10] SAMPLE (12" W x 12" L) X X 7 PAINT MOCK UP 4' X 4' AREA X 2 (IN STAIRWELL & IN CORRIDOR [002] X X MASONRY / CONCRETE ITEMS 1 BRICK WALL PATTERN @ LOUNGE [MU -3] SAMPLE (4' W x 4' H) X X TILE ITEMS 1 PRE -SEALED GRANITE TILE [TL -1] 1 TILE X X SIGNAGE ITEMS 1 WARM LED FOR [SN -03] SAMPLE BEHIND ACRYLIC X EQUIPMENT SCHEDULE TAG QTY MEQ -1 1 DESCRIPTION: MANUFACTURER: PRODUCT CODE: DIMENSIONS: COMMENT: GAS FIREPLACE UNIT NAPOLEON STARFIRE 52: HDX52 56 7/8"W x 54 13/16"H x 29 1/8"D REFER TO MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION HARDWARE SPECIFICATIONS TAG NO. HD-1 MANUFACTURER: SERIES MODEL: FINISH: SUPPLIER: EXTENT: RICHELIEU INSTITUTIONAL BARREL HINGE 9137490 BLACK BY MILLWORKER MILLWORK AS NOTED ON DRAWINGS HD -2 MANUFACTURER: SERIES MODEL: FINISH: SUPPLIER: EXTENT: RICHELIEU TYPICAL MILLWORK PULL BP897128BORB OIL RUBBED BRONZE BY MILLWORKER MILLWORK AS NOTED ON DRAWINGS HD -3 MANUFACTURER: SERIES MODEL: FINISH: SUPPLIER: EXTENT: TAYLOR SECURITY & LOCK PURSE HOOK 580 CEILING HOOKS BY IVES AGED BRONZE BY CONTRACTOR UNDER HIGH- TOP TABLES & BAR COUNTER - REFER TO TABLE TYPE AND BAR DWGS FOR LOCATION AND QUANTITY HD -4 MANUFACTURER: SERIES MODEL: FINISH: SUPPLIER: EXTENT: CONTRACTOR'S CHOICE PONY WALL TABLE BRACKET EXTRUDED ALUMINUM ANGLE 2.5" X 2.5" X 18" L PAINTED BLACK BY CONTRACTOR LINEAR BOOTHS @ DINING; REFER TO MILLWORK DETAILS HD -5 MANUFACTURER: SERIES MODEL: FINISH: SUPPLIER: EXTENT: CONTRACTOR PREFERRED LIGHT BULB SOCKET EXTENSION ADAPTER MODEL NUMBER UNKNOWN ( MEDIUM BASE TO MEDIUM BASE) BLACK PREFERRED BY CONTRACTOR PENDANTS; REFER TO ID2.00 LIGHTING SCHEDULE HD -6 MANUFACTURER: SERIES MODEL: FINISH: SUPPLIER: EXTENT: TBD TWO COAT HOOK ON PLATE TBD BRUSHED BRASS MILLWORKER SUPPLIED MILLWORK PONY WALLS @ DINING & LOUNGE BOOTHS AS NOTED OWNER SUPPLY / INSTALL LIST ALL ITEMS NOT INCLUDED IN THIS LIST ARE UNDERSTOOD TO BE CONTRACTOR SUPPLIED & INSTALLED UNLESS OTHERWISE NOTED NO. ITEM OWNER CONTRACTOR SUPPLIER SUPPLIED INSTALLED INSTALLED 1.0 ELECTRICAL / COMMUNICATIONS 1.1 LIGHTING REFER TO LIGHTING SCHEDULE ON ID2.00 FOR INFORMATION 1.2 AV ITEMS REFER TO AV SCHEDULE ON 1D3.00 & AV DRAWING PACKAGE FOR NFORMATION 1.3 MICROS POS TERMINALS, PRINTERS & CASH DRAWER X X ORACLE / MICROS 1.4 QSR KITCHEN DISPLAYS, CONTROLLERS, PRINTER X X ORACLE /MICROS 1.5 QSR HOSTESS DISPLAYS, CONTROLLERS, SALES & CASH (OFFICE) PC X X JOEY IT 1.6 SECURITY SYSTEM X X SVR SECURITY VENDOR (BMS) 1.7 BEERSAVER CONTROLLER X X DATE BEERSAVER / BBS 1.8 INTERNET / TELECOMMUNICATIONS X X LOCAL CABLE PROVIDER 2.0 MILLWORK / FINISH 2.1 BAR STAINLESS STEEL WALLS X X QUEST 2.2 BAR REMOVABLE PANELS - FRAME X X QUEST 2.3 BAR REMOVABLE PANELS - METAL X X ARTEMESIA 2.4 MILLWORK PONY WALLS X X ACORN 2.5 UPHOLSTERED MILLWORK BOOTHS X X AB SEATING /ACORN 2.6 UPHOLSTERY LEATHER [ UP -1 ] X X CC LEATHERS 2.7 LOUNGE SERVICE STN [104] MILLWORK X X ACORN 2.8 LOUNGE SERVICE STN [104] STONE TOP X X ACORN / SSC 2.9 DINING SERVICE STN [105] MILLWORK X X ACORN 2.10 DINING SERVICE STN [105] STONE TOP X X ACORN / SSC 2.11 BAR SERVICE STN [103] MILLWORK X X ACORN 2.12 BAR SERVICE STN [103] STONE TOP X X ACORN / SSC 2.13 MAIN SERVICE STN [110] MILLWORK X X QUEST 2.14 MAIN SERVICE STN [110] DOORS X X QUEST /ACORN 2.15 WINE POLISHING STATION MILLWORK X X ACORN 2.16 WINE POLISHING STATION STONETOP X X ACORN / SSC 2.17 WINE POLISHING STATION SHELVES X X ACORN 2.18 HOSTESS STATION MILLWORK X X ACORN 2.19 HOSTESS STATION METAL PANELS X X ACORN /ARTEMESIA 2 20 STAINLESS STEEL BINS @ ALL SERVICE STATIONS X X QUEST 2.21 WOOD BEAMS [WD -3] X X ACORN 2.22 WOOD BEAM CONNECTION PLATES (NOT INCLUDING HANGERS TO CEILING) X X ACORN 2.23 OAK FEATURE WALL [WD -5] X X ACORN 2.24 WOOD FOR COLUMN CLADDING [WD -4] X X ACORN 2.25 BOH STAINLESS STEEL WALL PANELS [MM -2] X X QUEST 2.26 SPECIALTY METALS [MM -3] X X ARTEMESIA 2.27 DRAIN GRILL GRATES X X PER FINISH SCHEDULE ID4.00 2.28 KITCHEN AND BAR SS DRAIN GRILLES X X QUEST / CONTRACTOR 2.29 STAINLESS STEEL GLASS RACK SLIDES X X QUEST 2.30 METAL CLADDING [MM -4] ON BAR DIE WALLS X X QUEST 3.0 FURNITURE / DECOR 3.1 ENTRY BENCH [ FN -1 ] X X RESTORATION HARDWARE 3.2 DINING CHAIR [ C-3 ] X X PASQUALINA (SITCOMF) 3.3 BAR STOOL [ C -1/C-2 ] X X PASQUALINA (SITCOMF) 3.4 TABLE TOPS X X ACORN 3.5 TABLE BASES X X TABLE BASE FACTORY 3.6 ADJUSTABLE HEIGHT TABLE BASE X X SOREN HOLM 3.7 COMMUNAL TABLE & BASE X X LIVE EDGE 3.8 COAT RACKS [ DE -1 ] X X ARTEMESIA 4.0 MISCELLANEOUS 4.1 KITCHEN EQUIPMENT REFER TO KITCHEN DRAWINGS FOR INFORMATION 4.2 KITCHEN SERVICE STATION MILLWORK X X QUEST / TBD 4.3 INTERIOR VINYL SIGNAGE & PLAQUES X X JENSEN SIGNS 4.4 WASHROOM SIGNAGE X X JENSEN SIGNS 4.5 CUSTOM ARTWORK X X TBC 4.6 BOH PAPER TOWEL + SOAP DISPENSERS X X ECOLAB 4.7 WATER FILTER X X ECOLAB 5.0 EXTERIOR 5.1 EXTERIOR SIGNAGE X X GALAXIE SIGNS REVIEWED FOR CODE COMPLIANCE APPROVED FED 0gf City of Tukwila qnos '1 CITY CSF TUKD WILA JAN 2 9 2018 PERMIT CENTER CLR Chin-Ley/Reche 1516 Melrose Ave., Suite 200 Seattle, Washigton 98122 206 938 1501 JOEY RESTAURANT GROUP Joey Restaurants/LOCAL Suite 950, One Bentall Centre 505 Burrard Street Vancouver, BC V7X 1 M4 Tel. 604-699-5650 Fax. 604.699.5640 CONSULTANT 2356 REGISTERED ARCHITECT JOHN P. SERKLAND STATE OF WASHINGTON 01/24/18 KEY PLAN PROJECT JOEY SOUTHCENTER 758 SOUTHCENTER MALL TUKWILA WA, UNITED STATES DRAWING NAME CONSTRUCTION SCHEDULES DATE: 10/03/17 PROJECT NO. SCALE: AS NOTED DRAWN BY: JRAE APPROVED BY: JMCBRIDE DRAWING NO. 11111111 11E11 2 11/10/17 PERMIT SET SVR 1 10/16/17 ISSUE FOR DD PRICING SVR NO. DATE ISSUE DESCRIPTION BY PROJECT JOEY SOUTHCENTER 758 SOUTHCENTER MALL TUKWILA WA, UNITED STATES DRAWING NAME CONSTRUCTION SCHEDULES DATE: 10/03/17 PROJECT NO. SCALE: AS NOTED DRAWN BY: JRAE APPROVED BY: JMCBRIDE DRAWING NO. 11111111 11E11 -qv * *wiry SDI LOUNGE IT 11\IC; GENERAL NOTES: 1. ALL WORK SHALL CONFORM TO LOCAL / PROVINCIAL / NATIONAL BUILDING CODE HAVING JURISDICTION. 2. CONTRACTOR IS TO FIELD VERIFY ALL DIMENSIONS AND DATA NOTED HEREIN AND IS HELD RESPONSIBLE FOR REPORTING ANY DISCREPANCIES TO THE ARCHITECT / DESIGNER. 3. WHERE NECESSARY, COORDINATE LOCATION & SPACING TO SUIT SURFACE MOUNTED WALL ITEMS AND PROVIDE BLOCKING IN METAL STUD FRAMING TO SUIT CONDITIONS & LOADS IMPOSED. 4. REFER TO ID1.00 FOR INTERIOR HARDWARE SCHEDULE & ID1.10 FOR WALL TYPES . 5. DIMENSIONS SHOWN ON FLOOR PLAN INDICATE DISTANCE FROM FINISHED FACE TO FINISHED FACE, U.N.O. HATCH LEGEND: HATCH INDICATES RAISED BOOTH PLATFORM BY MILLWORKER HATCH INDICATES NEW FURRED -OUT WALLS HATCH INDICATES ADJACENT TENANT SPACE N.I.C. HATCH INDICATES INTERIOR SPACE TO REMAIN AS -IS N.I.C. KEY NOTES: NO. DESCRIPTION OSTRUCTURAL EXISTING STRUCTURAL COLUMN TO BE RE -CLAD; CONTRACTOR TO FIELD VERIFY DIMENSIONS OF COLUMN AND INFORM DESIGNER OF FINISHED COLUMN DIMS PRIOR TO FRAMING OUT. REFER TO ID8.12 FOR DETAILS. ONEW METAL AND GLASS PARTITION BY GC; REFER TO ID8.14, 108.15, ID8.16 FOR DETAILS. OEXISTING WINE WALL TO REMAIN WITH NEW DOORS AND RACKING TO BE INSTALLED; REFER TO ID8.11 FOR DETAILS. EXISTING LOCKS TO BE RE -USED. ONEW FIREPLACE TO REPLACE EXISTING; REFER TO ELEVATIONS AND DETAILS. 0 NOT USED. 0 NOT USED. 0 EXISTING WALLS TO BE FURRED OUT; REFER TO ARCH. DWGS FOR DETAILS. 0 EXISTING BAR DIE WALL; REFER TO ID6.20 FOR FINISH DETAILS. 0 ADA -COMPLIANT ACCESSIBLE TABLES. 10 NEW BRICK PILASTER; REFER TO ELEVATIONS. REVIEW FOR CODE COMPLIANCE APPROVED FEB 0 f 31B Cit . of. Tukwila FSP rwr,A N CITY OF TUKWILA JAN 29 2018 PERMIT CENTER CLR Chin Ley/Reche 1516 Melrose Ave., Suite 200 Seattle, Washigton 98122 206 938 1501 NORTH a JOEY RESTAURANT GROUP Joey Restaurants/LOCAL Suite 950, One Bentall Centre 505 Burrard Street Vancouver, BC V7X 1M4 Tel. 604-699-5650 Fax. 604.699.5640 CONSULTANT 2356 • n REGISTERED ARCHITECT JOHN P. SERKLAND STATE OF WASHINGTON 01/24/18 KEY PLAN PROJECT JOEY SOUTHCENTER 758 SOUTHCENTER MALL TUKWILA WA, UNITED STATES DRAWING NAME CONSTRUCTION PLAN PROJECT NO. 10/03/17 SCALE: AS NOTED DRAWING NO. 111111O1 111 V I IN VII; DRAWN BY: JRAE APPROVED BY: JMCBRIDE 2 11/10/17 PERMIT SET SVR 1 10/16/17 ISSUE FOR DD PRICING SVR NO. DATE ISSUE DESCRIPTION BY PROJECT JOEY SOUTHCENTER 758 SOUTHCENTER MALL TUKWILA WA, UNITED STATES DRAWING NAME CONSTRUCTION PLAN PROJECT NO. 10/03/17 SCALE: AS NOTED DRAWING NO. 111111O1 111 V I IN VII; DRAWN BY: JRAE APPROVED BY: JMCBRIDE LIGHTING SCHEDULE TAG SYMBOL LAMPING /ACCESSORIES LAMPING L-1 $ DESCRIPTION: MANUFACTURER: SUPPLIER: MODEL: COLOUR: SIZE: MOUNTING HT: EXTENT: TO BE DIMMED: NOTES: PROJECTOR LIGHT - LOW VOLTAGE - MONOPOINT/CANOPY MOUNT LAMP TYPE [ A ] ALTMAN LIGHTING CONTRACTOR'S PREFERRED MICRO ELLIPSE (ME) WITH CANOPY BLACK 9" x 3 1/2" x 9"D U/S OF CANOPY @ 10'-6" AFF, UNO ON ELEVATIONS FRONT OF HOUSE AS NOTED YES KEEP BEAM REDUCING SLIDES INSTALLED ON FIXTURES L-2 LED 10W / METER, 24V DC DIFFUSION CONTRACTOR'S PREFERRED 10 WATTS 2700K DIMMABLE DESCRIPTION: MANUFACTURER: SUPPLIER: MODEL: COLOUR: SIZE: MOUNTING HT: EXTENT: TO BE DIMMED: NOTES: PROJECTOR LIGHT - LOW VOLTAGE -TRACK LIGHT + SINGLE CIRCUIT TRACK LAMP TYPE [ A] ALTMAN LIGHTING CONTRACTOR'S PREFERRED MICRO ELLIPSE (ME) WITH TLA -E166 NORDIC ECO 1 CIRCUIT TRACK ADAPTER BLACK 9" x 3 1/2" x 9"D U/S OF TRACK @ 10'-6" AFF, UNO ON ELEVATIONS FRONT OF HOUSE AS NOTED YES KEEP BEAM REDUCING SLIDES INSTALLED ON FIXTURES .. „ , L-3 9 DESCRIPTION: MANUFACTURER: SUPPLIER: MODEL: COLOUR: SIZE: MOUNTING HT: EXTENT: TO BE DIMMED: NOTES: RECESSED ADJUSTABLE DOWNLIGHT EUREKA CONTRACTOR'S PREFERRED 1152A - BLK - BLK - & 16W ELV REMODEL HOUSING BLACK TRIM; BLACK BAFFLE LAMP TYPE [ B ] 4.75" DIA W FLUSH WITH CEILING FRONT OF HOUSE AS NOTED YES - L -4A NOTES: ** PROVIDE 50% EXTRA BACK STOCK FORALLNON-LED ** PROVIDE 10% EXTRA BACK STOCK FOR DESCRIPTION: MANUFACTURER: SUPPLIER: MODEL: COLOUR: CHANNEL: EXTENT: TO BE DIMMED: NOTES: DIFFUSION LED, FLEXIBLE STRIP LIGHT & ALUMINUM EXTRUSION + MOUNTING CLIPS + DIMMING DRIVER RJ CROSS ARCHITECTURAL PRODUCTS CONTRACTOR'S PREFERRED SL3-IN-16-24-2700K + ML49S24DC TRANSFORMER 2700K SLC -007S ALUMINUM CHANNEL W/ POLYCARBONATE LENS WINE DISPLAY & BAR UNDERCOUNTER LIGHTING YES ALUMINUM EXTRUSION (SLC -007S) & ACCESSORIES & DIMMABLE DRIVER ALUMINUM PROFILE TO BE SCREWED TO WINE DISPLAY WALL. LED TAPE TO BE INSTALLED INTO CHANNEL. CHANNEL SHOULD NOT BE INSTALLED USING DOUBLE -SIDED TAPE. LAMP TYPE [ C ] L -4B D-10 DESCRIPTION: MANUFACTURER: SUPPLIER: MODEL: COLOUR: SIZE: EXTENT: TO BE DIMMED: NOTES: DIFFUSION LED, FLEXIBLE STRIP LIGHT & ALUMINUM EXTRUSION + MOUNTING CLIPS + DIMMING DRIVER RJ CROSS ARCHITECTURAL PRODUCTS CONTRACTOR'S PREFERRED SL3-IN-16-24-2700K + ML40S24DC TRANSFORMER 2700K SLC -003R ALUMINUM CHANNEL W/ POLYCARBONATE LENS SERVICE STATION SHELF & HOSTESS STATION LIGHTING YES ALUMINUM EXTRUSION (SLC -003R) & ACCESSORIES & DIMMABLE DRIVER ALUMINUM PROFILE TO BE SCREWED TO UNDERSIDE OF SHELF. LED TAPE TO BE INSTALLED INTO CHANNEL. CHANNEL SHOULD NOT BE INSTALLED USING DOUBLE -SIDED TAPE. LAMP TYPE [ C ] L -5A CHANDELIER @ ENTRY DESCRIPTION: MANUFACTURER: SUPPLIER: MODEL: COLOUR: SIZE: MOUNTING HT: EXTENT: TO BE DIMMED: LED LINEAR WALL WASH LIGHTING - TROV L50 GRAZE ECOSENSE CONTRACTOR'S PREFERRED L50 -I -48 -08 -27 -80 -MULL ASYM BLACK 1.6"W x 2"H x LENGTHS TO SUIT REFER TO ELEVATIONS & DETAILS FOR MORE INFORMATION LOUNGE FIREPLACE YES LAMP TYPE [ D ] L -5B L3 DESCRIPTION: MANUFACTURER: SUPPLIER: MODEL: COLOUR: SIZE: MOUNTING HT: EXTENT: TO BE DIMMED: LED LINEAR WALL WASH LIGHTING - TROV L50 WASH ECOSENSE CONTRACTOR'S PREFERRED L50-I-48-04-27-80-MULT 9X9 BLACK 1.6"W x 2"H x LENGTHS TO SUIT REFER TO ELEVATIONS & DETAILS FOR MORE INFORMATION LOUNGE COVE LIGHTING YES LAMP TYPE [ E ] L-6Ili D-15 DESCRIPTION: MANUFACTURER: PRODUCT: COLOUR: LAMPING: SIZE: MOUNTING HT: EXTENT: TO BE DIMMED: NOTES: CHANDELIER AN & PLN CUSTOM CHRISTIACHANDELIERACK SUN GOLD XALTA EFD400M9 40W E26 ST19�(QUANTITY: 20) OSG\ 5 -9 DIA X 2 -0 HT 7-6�� ABOVE FINISHED FLOOR DINING YES COORDINATE WITH DESIGNER ON SITE FOR FINAL MOUNTING HEIGHT LAMP TYPE [ F ] 111 11/ LINEAR LED @ WINE WALL L-7 L5B DESCRIPTION: MANUFACTURER: PRODUCT: COLOUR: LAMPING: SIZE: MOUNTING HT EXTENT: TO BE DIMMED: NOTES: CHANDELIER (REVERSED OPTION) RAPLN CHCUSTOM ISTIACHANDELIER ACK SUN GOLD XALTA EFD400M9 40W E26 ST19 (QUANTITY: 20) ` 5 -9 DIA X 2 -0 HT .,OS 7-6 ABOVE FINISHED FLOOR ENTRY YES COORDINATE WITH DESIGNER ON SITE FOR FINAL MOUNTING HEIGHT LAMP TYPE [ F ] A 0 D-19 L9 L-8 ED DESCRIPTION: MANUFACTURER: SUPPLIER: MODEL: COLOUR:COPPER SIZE: MOUNTING HT: EXTENT: TO BE DIMMED: NOTES: PENDANT LIGHTING TOM DIXON INFORM INTERIORS (CONTACT: ROBYN YORK 604.353.0646) BEAT LIGHT STOUT BLSO4-PUSM 2UL BLACK SHADE, INTERIOR 20 1/2" DIA x 19 3/4"H SCJ\ U/S OF FIXTURE @ ABOVE TOP OF TABLE 33" LOUNGE YES x2 [HD -5] EXTENDERS TO BE USED WITH THIS FIXTURE LAMP TYPE [ G ] L-9 0 DESCRIPTION: MANUFACTURER: SUPPLIER: MODEL: COLOUR: SIZE: MOUNTING HT: EXTENT: TO BE DIMMED: PENDANT LIGHTING GUBI INFORM INTERIORS (CONTACT: ROBYN YORK 604.353.0646) MULTI -LITE\ ALL BRASS OSC1 14.2 DIA U/S OF FIXTURE @ 33" ABOVE TOP OF TABLE LOUNGE AND DINING WHERE NOTED YES LAMP TYPE [ G ] LAMP SCHEDULE TAG CATALOGUE LAMPING /ACCESSORIES A DESCRIPTION: MANUFACTURER: SUPPLIER: MODEL: PRODUCT CODE: WATTS COLOR TEMP: NOTES: LED MR -16 SORRA CONTRACTOR'S PREFERRED SM16-07-36D-827-03 00941 7.5 W 2700K DIMMABLE B DESCRIPTION: MANUFACTURER: SUPPLIER: CODE: WATTS COLOR TEMP: FINISH: NOTES: LED MR -16 SORRA CONTRACTOR'S PREFERRED SM16-07-25D-827-03 00929 7.5 W 2700K DIMMABLE C DESCRIPTION: MANUFACTURER: SUPPLIER: WATTS COLOR TEMP: NOTES: LED 10W / METER, 24V DC DIFFUSION CONTRACTOR'S PREFERRED 10 WATTS 2700K DIMMABLE D DESCRIPTION: MANUFACTURER: SUPPLIER: WATTS NOTES: LED 8W ECOSENSE CONTRACTOR'S PREFERRED 8 WATTS DIMMABLE E DESCRIPTION: MANUFACTURER: SUPPLIER: WATTS NOTES: LED 4W ECOSENSE CONTRACTOR'S PREFERRED 4 WATTS DIMMABLE F DESCRIPTION: MANUFACTURER: SUPPLIER: CODE: WATTS COLOR TEMP: NOTES: AMBER VINTAGE GLOBE LAMP ARCHIPELAGO LIGHTING CONTRACTOR'S PREFERRED LVTS-G4018022K1 (G40 E26) 2 W 2200K DIMMABLE G DESCRIPTION: MANUFACTURER: SUPPLIER: CODE: WATTS COLOR TEMP: NOTES: LED LAMP STANDARD CONTRACTOR'S PREFERRED 63052 LED/P20/7W/27K/40/STD 7 W 2700K DIMMABLE NOTES: ** PROVIDE 50% EXTRA BACK STOCK FORALLNON-LED ** PROVIDE 10% EXTRA BACK STOCK FOR CSCI LAMPS ALL LED CSCI LAMPS L8 DIMMING ZONES: NO. FIXTURE DESCRIPTION D-1 L8 PENDANTS @ LOUNGE BOOTHS D-2 L5B LINEAR LED WALL WASH @ LOUNGE D-3 L5A LINEAR LED WALL WASH @ LOUNGE FIREPLACE D-4 N/A NOT USED D-5 L -EX RECESSED DOWNLIGHT @ LOUNGE D-6 L3 RECESSED DOWNLIGHT @ LOUNGE D-7 L4B LINEAR LED @ LOUNGE SERVICE STATION D-8 L4B LINEAR LED @ LOUNGE SERVICE STATION D-9 L8 PENDANTS @ LOUNGE COMMUNAL TABLE D-10 L9 PENDANTS @ LOUNGE BOOTHS D-11 L7 CHANDELIER @ ENTRY D-12 L4B HOSTESS STATION @ ENTRY D-13 L3 RECESSED DOWNLIGHTS @ DINING D-14 L2 TRACK LIGHT @ DINING D-15 L1 PROJECTOR LIGHTS @ DINING D-16 L4A LINEAR LED @ WINE WALL D-17 L5B LINEAR LED WALL WASH @ DINING D-18 L6 CHANDELIER @ DINING D-19 L9 PENDANTS @ DINING BOOTHS D-20 L -EX RECESSED DOWNLIGHTS @ DINING D-21 L1 PROJECTOR LIGHTS @ DINING D-22 L1 PROJECTOR LIGHTS @ DINING D-23 L2 TRACK LIGHT @ DINING D-24 L -EX SURFACE MOUNTED FIXTURE @ PASS THRU D-25 L -EX TRACK LIGHT @ KITCHEN D-26 L -EX RECESSED DOWNLIGHTS @ KITCHEN D-27 L -EX RECESSED DOWNLIGHTS @ WOMENS WC D-28 L -EX RECESSED DOWNLIGHTS @ MENS WC D-29 L -EX RECESSED DOWNLIGHTS @ACCESSIBLE WC D-30 L -EX WALL SCONCE @ WOMENS WC D-31 L -EX SURFACE MOUNTED FIXTURE @ BAR D-32 L -EX LINEAR LED @ BAR WALL D-33 L4A LINEAR LED @ BAR WALL REVIEWED FOR CODE COMPLIANCE APPROVED FEB 0 N1B City of Tukwila oci D CITY ROF TUKWILA JAN 29 2018 PERMIT CENTER CLR Chin Ley/Reche 1516 Melrose Ave., Suite 200 Seattle, Washigton 98122 206 938 1501 JOEY RESTAURANT GROUP Joey Restaurants/LOCAL Suite 950, One Bentall Centre 505 Burrard Street Vancouver, BC V7X 1M4 Tel. 604-699-5650 Fax. 604.699.5640 2356 CONSULTANT REGISTERED ARCHITECT JOHN R. SERKLAND STATE OF WASHINGTON 01/24/18 KEY PLAN PROJECT JOEY SOUTHCENTER 758 SOUTHCENTER MALL TUKWILA WA, UNITED STATES DRAWING NAME LIGHTING SCHEDULES DATE: 10/03/17 SCALE: AS NOTED DRAWN BY: JRAE APPROVED BY: JMCBRIDE DRAWING NO. .00 2 11/10/17 PERMIT SET SVR 1 10/16/17 ISSUE FOR DD PRICING SVR NO. DATE ISSUE DESCRIPTION BY PROJECT JOEY SOUTHCENTER 758 SOUTHCENTER MALL TUKWILA WA, UNITED STATES DRAWING NAME LIGHTING SCHEDULES DATE: 10/03/17 SCALE: AS NOTED DRAWN BY: JRAE APPROVED BY: JMCBRIDE DRAWING NO. .00 PI= ,n. t r_ fv.I' GENERAL NOTES: 1. REFER TO LIGHTING SCHEDULE ON DWG ID2.00 FOR LIGHTING SPECIFICATIONS AND MOUNTING HEIGHTS. 2. FLAME SPREAD RATING OF CEILING AND WALL FINISHES NOT TO EXCEED REQUIREMENTS STIPULATED FOR SPRINKLERED SPACES UNDER LOCAL CODE 3. EXISTING DIMMING SYSTEM IS LUTRON, REFER TO ELECTRICAL ENGINEER DRAWINGS FOR SPECIFICATION. CALIBRATE DIMMING SYSTEM IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 4. ALL SPRINKLER HEAD COVER PLATES TO BE 'FLAT BLACK'. 5. ALL DUCTS, DIFFUSERS, PIPES, SPEAKERS TO BE 'FLAT BLACK. 6. ALL HEIGHTS INDICATED ON PLANS ARE FROM TOP OF FINISHED FLOOR TO BOTTOM OF CEILING/FIXTURE SPECIFIED U.N.O 7. PROVIDE ADEQUATE CLEARANCES FOR FIXTURES, DUCTS, CEILING ITEMS NECESSARY TO MAINTAIN THE SPECIFIED HEIGHTS ABOVE FINISHED FLOOR. 8. SEE ELECTRICAL DRAWINGS FOR FIXTURE MODEL NUMBER AND QUANTITIES NOT OTHERWISE NOTED ON THIS DRAWING. 9. ADDITIONAL HANGER AND SAFETY WIRES FOR LIGHT FIXTURES, SPEAKERS, AND AIR SUPPLY/RETURN DIFFUSERS (AS REQ'D PER LOCAL CODES) TO BE THE RESPONSIBILITY OF THE SUBCONTRACTOR. 10. SEE MECHANICAL DRAWINGS FOR DIFFUSER LOCATIONS. INTERIOR DESIGN DRAWING LUMINAIRE LOCATIONS SUPERCEDE ALL OTHER CEILING APPURTENANCES. 11. IN NEW GWB CEILING, PROVIDE ACCESS PANELS WHERE NECESSARY TO ACCOMMODATE NEW LIGHTING LAYOUT. 12. REFER TO MECHANICAL ENGINEER'S DRAWINGS FOR THE LOCATION OF REQUIRED EXIT SIGNAGE. 13. ALL CEILING MOUNTED ITEMS SUSPENDED BETWEEN WOOD BEAMS (LUMINAIRES, SPEAKERS, SPRINKLER HEADS, DIFFUSERS, EXIT SIGNS, ETC-) TO BE CENTRED BETWEEN WOOD BEAMS. LIGHTING TO BE AIMED AFTER INSTALLATION. 14. ALL EXPOSED CEILING SURFACES (METAL DECKING, DEVICES, EQUIPMENT, CABLING, PIPING SFRVIC;FS FTC; TC) RE PAINTFil PT -1A l INI FSS C)THFRWSF NC)TP11 CLR Chin Ley/Reche 1516 Melrose Ave., Suite 200 Seattle, Washigton 98122 206 938 1501 �,�P') D -) 1 % DUCE EXISTING GWB CEILING @ 8'-0" AFF STAFF S \FF I;M ARABOLIC ,ARABOLIC (D-16) EXISTING GWB CEILING (PT -1A) 11'-4" AFF EXISTING ACOUSTIC CEILING 12'-1"AFF EXISTING WOOD PANELS 12'-0 1/4" AFF CL -EX (D-16) 1 0 Q -EX (D-16) ACOUSTICAL C ILING R.4, ICE ARABOLIC L -EX (D-21) L-8 (D-3) L-8 (D-3) EXISTING GWB CEILI G 12'-0" AFF L -EX oO (D-16) LOUNGE � j ^ U _ EXISTING GWB CEILING @ 8'-0"AFF ( N EXISTING GWB CEILING (PT -1A) @ 11'-11"AFF O L-EGlat D-22 V t.,„ vooso 1 l -1 �i i;;;'_,1 1 Ir ( ;I! , ;'i >1 .�,II�'- i , H: � } -�I,'� " � rj V I% ( "� (; ., ,��`_ '• ; /‘-'1---f-/,'''1„--1‘--- , 1 ( r'�, ^�! � � i" ,�r'-,L,''" , I I } ; . n'/,1),,-,--.--.,,T r . '1,—b , _, ,' J ! 1r; O,I Ir�;i.�__ , �I 1 r [i ' ` ,r I/ I " ,I 1 X11�� I i'L-, '�I: r.(— b^, i ';('"�' i ' ,; I: '•; r i II' II �V I, /'- V jd ,; I ^\1 ��11 —1 ,1 ^., p �I�^;1( f" F. J �' i!f )1f :� ;, lI p�ff ; ,,. 1'7- r \ 1(Aft d } f _ ( :1 I ^[';'::',7/ J I. [ ) I _ I J l ., c ' { [. I ,-1 _ (D4) 1 _ I (:,[1';‘,71."1,), —'') :, EX 1 , L' [ 1 ', '1 '1 1 f \ \ 1' , I J J 11.. 1 �; ; ° I ( l l • ' 11,1<:.-., '' 1... 1 J rCl, ( I _ (! '1 'I, I (, , E ( i 7 L=;EX (D4)i J li i'' I; E' I l_-;; -\� f\—' 1 ' l'.‘,:11111"1, 1 L �" l I _ ,, 1 2uf.' -----Q,11"/ � l ( ri;_,} `. { r` {' f) -J'1 ! LEX 1 (D-4) EXI - fi TING-GWB ,,1':---'1; ) % 1 t CEILING `' ) ( PT J -1A) :.,� ) _� 1 , ; A (D , -C, i'LEX \i 4)1 I �,,� t ! .1 �, J J is - ,1 .� f>- , 1 G [' i(D ['>�; _ L -ESO I 4) ,; I J V—r',.1-1-7),—.1 _ c'• [, _ i J I ✓'1 i, f` I, f'. jr !i 1 , I^ L t. I J —' 1 > [" - �� � 4 111'-11"}AFF r �C I 1" 1 1 I I' Ji, `1-.' L_- EXIST �. R1G GWB,CEILING ]--iT L-iY' rFr- -T• 'P"? -1A) ( \_; / P,. r ;t C\` l' . 1 1 r j 1 %7i i /- -1 i1, 1 - \11 L 10-14 FF VTh dl`. •d 11 1 ; l jIf i ( (el i r- ' L.— ' -J Il . -.. 1 1 1, : 1C 01, i [; EX 1 l( -,•1 I ) / L 11 f; < ,`-J � G I � �" 1� ', q'I [ I I r 1 1 1 J (; / �- O 1 t�` .1 1i 1 =EX -,,, LLi1 11 � ( r; ; I, -;, ! EX1STHT i �, I I, 1 1 1(4T I '� r' i L/!T f= Jit 1 1 1i� .,- 1 ,2,10_ �� _,2,!-:107,_ 2_;10 2i1 [ 1 ! - '�5�1/� r (D-34)J / i _I. ® �i �1 , N °O ,' 11 _� � '� �' l 1 it 1, 1 -?I',.-1 l i I -_ . 1 11 I .1 �) 1 6'' ,1 �� I L -EX ` 1 / ,1' 1 �--' L, :i (,- j —;J l � I 1 ', —�1IC,',. <� 11 ) i 1... I _ <1 1 �; [' , `-;;3 1 J1.,.—;1J -,, � i ; f . i f 1\- ,1 i �' � ' _;LII 1 J ,r\. . �! ,) f '1 , ; / 1v I I � J '; ' _ '1 1 ' I ! j �1l� I - 1 � '-;.1 ,1 l .- I- ,' i•, ., i �_ ,11 r- L-1�0 L� • L-10 L-10 i© 1 � e_ I— I_ _` � 1 1 � I [> i — 1 1 1 r [ �'•i �'I LD -10 00 1 1 I LEx (D-6) L -EX — �` � 1 (D-12) �� 1 u L -4A— ? A f 1 1-10 — r ; — (D-12) '. 1(D;34) O p 102 L -EX D� ) O) p - C 1 H" J , ,�, 1 1 i, ` ' I , ( ` `, 1.11, L -EX O l i �� - N 1 — - 0 - L -EX Zv r -� 1, 1 �1 1 I 1,Q1, L - (D=4)`1 �, Ii ( , ) ( ( r:_ \ J, ,_ i (D.20 r_�, 1 , . ` \—;-j \ \ I" 1 1 1t,- 1 ( 11 ) r.� :1 , ('L\1r1, ` r" i �,"J , .. i (�'— 1, •,. t J 1. r, �, 1� �I f�.—jJ 1L, , li ; ("^--. ,-- `� 1 1, f I f� ;'1(D-8) —\\tel 1. I LiEX� ( [O.1 .1 0 1 i 01 ;1 l {% i , J 1 10 _ ;; 1 ;_,� I [ 1 1 1 L-10 1 D- 4 3 ) O _ O O (D 34 , i I I l\ i 0 ;,(:; 1 1 l J r r 1 1.> i , _.(7;1.,:G,^, i C 1.* r -- I _ �l l_ 1 1 T r ` I 1 \ -� \ Lam; ! \ D-13) 1 L-EX1I '(D-21) G' I 11. �• - "l ( I II ,1 � 11 [' f l r 11 I ri_1_�pc-' 1 I 11 ( i r li' �1 l 1 ( , � ) } � i i , 1� l ) L -Ex - - -1 -�+' (D-6) n N_7.1 , L-1 0 L -EX ai - '6 , c� ( D-34 p 00 I, L -EX D19<l „IA__ ,t7 \ 6 r, _ .I [; ) i 1 J (,-.;__•,..1,': I I \, \r— 1 � 111 V'C)') 1 �1L-EX—`� D-4 1 1 ! r ; �J -;�l"lig_ 1 .) ;- �1 1 I Gam' 1 V ��-� I��' 'J L� I �I � \ J I �; L < .':_ IL , I : �: ;1 �,. r ®'I � ,; ��. - 'o D3 4 o I , r. _ J 1 G r G, -; 1'�- I 1 .� ®, r 1 � `,/z---','; ;' � %1 [ 1 L �, I �. 1 -_ 1 1 1 , [ 1 _.;�--� 1 � C, J ! r: 1 ;, ] , L-10 D -34- -) L-10 D- 3 4 L-10 D 3 4 L-10 D- 3 4 1 1 imiiiiiiiiim, -O^ C;� C-� -- � '„ ) 1 I 1 1, � �_', 2;,10 ; I „ � I� ,, 2-1,Q'.- „ , , 1 , 1, . 2. _ ;� 101 1 , .2.10J ,� _ „ J i 1 , �� 2-10• �._, 1 �� (• 'I [ / 6/_®: ( �I ,. -� I; ,- l� I'�� A� ( -, "� \V1 -111 1' V / 1. r®� , l r' ,1. - �,�_.� �_A1V 1,�1 r, 1 ��_�.� r 1 '1X (D Ili � L. V. .. r.: ) i \I)[ I,., 1 ; 1,'"----";J J[/il��11 : ; (� G. ,1,r ..vI [[ ,.. -') I ; 1 .1 I;_,��>;_!� ,:? 1 —;1) J I, _, 15 r;`-;% ,1 11)(—,�� ,21 1 I.:,,-.,1 /2, 1 - l''';--7/)) ;'7 ) 1' , t' -� ,h � ,, ri__ I �') �i�, 1 I k, !a I. I N 1C�i �[ � 1 —� 1 (; ` [-"i.:.1 �J <�,,--- J 1 t3 t L \' 91 ; 1.1 6 1Q1EX I%_ C 1 D / Q cs, �1 ,1� -1 , 3,:g, G �o !�: 1 ) 1 _ ;1 J C l(\ �_ (; ) ;,J (1 _�, 1, :`-%j 1 �I'-1l>�1i\sir> it ) l�)(�1())O[l 1 1. r; 1 () I —4 [; C (, L„, wt ) 4 1%. '4,131)1/2.77"4 (\__,) G` �a ,4 1 f 1 1 ' ` 1c ; ) f,' l amt �.1 � 1 C.,- 72.1 ('� 1 �) i 1 r ' i 1 ® : , i �, .�1 f.'/---'1' ',----17.10.-- �” (D-19) \ l _ ;I ,. 6%`.I [>_< `.. ;. (' , �' f �_�1 ® r.. '—,) 'i '1 .1 , f — l tD.L1,[ —�11%_ ) 1, l (J .J ,1 71 ��: l 1 1 ( ; Q� —(D-�) —.OG 7. G� 1 1( , �l /l , ;7 , - �;_1- ) ;G��ic%_® G i r.-� [ l= -\' 1 [, i I �� l� )J i,� L-8 {D 1 •` l I 1 I ,�t .I, r -1 (• � I1' n )H I • ) c; 1 LIIB x30) [, lam` i® J1,1 :) G l :, �i'f/aa1 1 � )�, ( • \I L-8 Dr30)1 r . 6\ j y ( j i I �0 1v_ 1['"� _.,1�r- .1 ® ) i (, ; r ':�G :1f �1�, 7 ri , �L [ ;1�ij II 1 ', Jr JL, I I�, ( �: a 1 l � r%—\ i JI1 Jur\ _ B � t ; i f �� J , J G'- -- ( f • ) II ` L '`,� .1 ,rte ens 1:,/,__., ' 6 C �. :1 10 J,, L 0 ( ”, c I`-"/1 i.': -.7r,'' ' ( — 1 i' -,L''.- G;� ,v,._. ( '-=X-, r( � ; �_� '' ( I 1 l f `J") , �' r ' h �., �L'EX, I (D-)� ,2,,,---t-(71 —,i 1 ® a [ _�1 {A /I� � '1 r; J'_ f- '/1 / , - 7 1 �� ` `� 1 1, f`• i _ ( 1 � i ---J.,__/-";-----, c -_0 ) ,-1 1; h` � �; G Z 4 ('„,----t'',:,__1_,,:----[,-::1__.' ' !'� � � 1 l '1 _ [ `,��-�L'-tX C. �O (D-4). _. 0(D=4) L -EX (D-16) KEY NOTES: NO. DESCRIPTION OEXISTING LIGHTING AND CEILING TILES TO REMAIN. T-... I 11i "ILII '1 J' 11 '� 1J_- '1 11 O I II �1 � I I 1. , II I z = moi_-1 I: LL Cr- —71- ,I 1=-7 1-[ 10 FILL IN EXISTING COFFERED CEILING TO MATCH SURROUNDING CEILING HT. 11 NEW VERTICAL LINEAR LED LIGHTING INSIDE WINE STORAGE; REFER TO ID8.11 FOR DETAILS. 12 '71 AL ;29- IP:29-Y- 1-1T— ILLUMINATED SIGNAGE, PROVIDE POWER TO SUIT; REFER TO SIGNAGE DWGS & ELEVATIONS FOR DETAILS. 15 UNDERCOUNTER LIGHTING @ INSIDE OF BAR TO REMAIN. —.I—JL -II -- - 17 NOT USED. 18 NOT USED. 19 NOT USED. II : 11 11 U n n , ,1 11- Da I 1 ■1 ,, JR i ®1 ,. .L1 1i.. .....1_,_!_,......1_,_!_,..1_:._,' •• - jT 'T .J . It) r 1 J a 11 1� II , LI], I ,I 4 ,I 11 II „ 1 , =_( - - ITT' r _jt 11 I1 II II I 1 u_11 LI :, -'TT 11 _IF 11 ,L_!L--11 T- TT ---j -11 ,, —T� 7L , `T —1 T1 --n 11 1' -11 T"I( - � 4 1 �, 1 —TF ,.. 1_ '- `1-.' L_- . -11 1 -- In) ]--iT L-iY' rFr- -T• 11 S LL'1 ;i T.T it—1 `T„ . 1 ,_ .1 J___ I, IL _1_ ,,_1-11 T 1 1LJ_— II I•In I1 I1 KEY NOTES: NO. DESCRIPTION OEXISTING LIGHTING AND CEILING TILES TO REMAIN. O ACOUSTIC PANELS [ACT -1] TO BE INSTALLED TO U/S OF EXISTING CEILING. RE -USE EXISTING GRID; GRID TO BE PAINTED [PT -1A]. O WOODEN WD -3] SUSPENDED FROM U/S OF NEWACOUSTIC PANELS; REFER T ID8.14 OR DETAILS. 1 O ALL EXPOSED D 1 S/DIFFUSERS/ACCESS HATCHES TO BE REMOVED BY MECHANICAL CONSULTANT, PAINTED TO MATCH CEILING BY GC, RE -INSTALLED BY MECHANICAL CONSULTANT. O NEW LED LIGHTING CONCEALED BEHIND BOOTHS TO UP -LIGHT WALL FINISH; REFER TO MILLWORK/BOOTH DWGS FOR DETAILS. ONEW LINEAR LED COVE LIGHTING TO REPLACE EXISTING. OEXISTING EXTERIOR GAS HEATERS TO REMAIN. OEXISTING PATIO STRING LIGHTS TO REMAIN. O REPLACE MANUAL RETRACTABLE CANOPY FABRIC (UP -2); REPLACE ANY BROKEN MECHANISMS IN AWNING AS REQ'D TO MAKE FUNCTIONAL. 0 1=-7 1-[ 10 FILL IN EXISTING COFFERED CEILING TO MATCH SURROUNDING CEILING HT. 11 NEW VERTICAL LINEAR LED LIGHTING INSIDE WINE STORAGE; REFER TO ID8.11 FOR DETAILS. 12 NEW HEADER @ 10'-0" AFF; REFER TO ELEVATIONS FOR DETAILS. 13 EXISTING SUSPENDED TV'S TO REMAIN. 14 ILLUMINATED SIGNAGE, PROVIDE POWER TO SUIT; REFER TO SIGNAGE DWGS & ELEVATIONS FOR DETAILS. 15 UNDERCOUNTER LIGHTING @ INSIDE OF BAR TO REMAIN. 0 16 NEW UNDERCOUNTER LIGHTING AROUND PERIMETER OF BAR. 17 NOT USED. 18 NOT USED. 19 NOT USED. L-EXO (D-15) NOTES: 1. TO BE READ IN CONJUNCTION WITH CONSTRUCTION PLANS & ELEVATIONS FOR DETAIL ON ALL FINISH REMOVAL. 2. EXISTING LIGHT FIXTURES TO REMAIN; CONTRACTOR TO COVER/PROTECT DURING DEMOLITION. �L-EX ' C (D-15) L -EX D-15 CEILING HATCH LEGEND: l,11 '1 _ 1 .1 1� 7T- '11? `ITT, Y,— ,I a 1, 1 :T ,j 1 'I , .1 _L .11_)_j______ I1 1 11 I1 I, J ,, , ,1 1, TT,. i,7 .� '12IL T NEW DROPPED GWB CEILING PT -1A 10'-6" AFF EXISTING GWB CEILING 10'-0" AFF 1 ill 1� 1 . 1 "1^O __LV 1 �� # , 1 EMI EST. TIMES �.1 1. 11 ' "'-,7 9:30AM . , i . 1,„__ii 5 ,_ I I 2 DINNER SETTING 3PM 6 8 m ISSUE FOR PERMIT REVISION 1 Lli i1 I 1=-7 1-[ '717-- .1CNT I I iI �_ --1_ " :I a l �I3=-293 „ I � - '771 - . '1 - 11 1, I , i, 1 0 „ 1 1, .I .11' . - c tr=7�fi1/2 a TY- I1 '� III ,1 JR ,I I1 II : 11 11 U n n , ,1 11- Da I 1 I (1 .1 4, JR i 1L_ fSl 1 11 I 1i.. .....1_,_!_,......1_,_!_,..1_:._,' •• - jT 'T .J . It) r 1 J a 1� II , , u 1: T, U 11 , ,, :1 „ 11 II ,( 11 11 11 ,1 I1 f 1 I7 f -it - - n 1� 1 . 1 "1^O __LV 1 �� # , 1 EMI EST. TIMES �.1 1. 11 ' "'-,7 9:30AM . , i . 1,„__ii 5 1. N/A ' 2 DINNER SETTING 3PM 6 8 r ISSUE FOR PERMIT REVISION 1 Lli i1 I �I L , '717-- .1CNT I I iI �_ --1_ 7D ) 9 d- :I a 7. , � _ .I _ Zr _Ji -____1._: „ I � - '771 - . '1 - 11 1, I , i, 11 f 1 '4' 0 „ 11 ,-- .11' . - c tr=7�fi1/2 an EXISTING GWB CEILING (PT -2) @ 10'-0” AFF I 11 17 EXISTING GWB CEILING (PT -2) WOOD SLATS (WD -3) GWB (PT -1A) 12 -0 AFF L -5B (D-28) Ni111111.11111111111INN111■■■■11111111111111.111111111■1�1�1■ B.O. WOOD SLAT CEILING, TYP. (WD -3) 10'-7" AFF EXISTING GWB CEILING (PT -1A) 10'-6" AFF WOOD PANEL/ACOUSTIC CEILING (EXISTING) T -BAR CEILING (EXISTING) 46, B.O. ACOUSTIC CEILING, TYP. (ACT -1) 11'-4" AFF I, II 1L.-.__ L -EX (D-21) @ 10'-0" AFF -EX D-21) EXISTING GWB 11'-11"AFF EILIN PT -1A) NEW DR a' PED GWB CEI I G (PT -1A) 10'-6" AF EXISTING GWB CEILING (PT -1A) L -EX (D-19) PP._1^ '•J r'. I I L -EX (D-1 L -EX (D-19) • L -EX (D-19) • L -EX (D-19) L -EX (D-22) L -EX (D-22) • L -EX (D-1°) L -EX (D-19) REVIEWED FOR CODE COMPLIANCE APPROVED FEB 0 2 2018 2015 IBC SECTION 1008 MEANS OF EGRESS ILLUMINATION REQUIRED The means of egress serving a room or space shall be illuminated at all times that the room or space is occupied; illumination level shall be not less than 1 footcandle at the walking surface. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure in rooms and spaces that require two or more means of egress, an emergency electrical system shall automatically illuminate all of the following areas: 1. Aisles, 2. Corridors, 3. Exit access stairways and ramps. In the event of power supply failure in buildings that require two or more means of egress, an emergency electrical system shall automatically illuminate all of the following areas: 1. Interior exit access stairways and ramps. 2. Interior and exterior exit stairways & ramps, 3. Exit passageways, 4. Vestibules at level of discharge, 5. Exterior landings and areas used for exit discharge. EMERGENCY ILLUMINATION FOR BUILDINGS AND DURATION OF ILLUMINATION (1008.3.2--1008.3.5) In the event of power supply failure in Rooms and spaces, an emergency electrical system shall automatically illuminate all of the following areas: 1. Electrical equipment rooms, 2. Fire command centers, 3. Fire pump rooms, 4. Generator rooms, 5. Public restrooms with an area greater than 300 square feet. The emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or an on-site generator. Illumination level under emergency power, the lighting facilities shall be arranged to provide initial illumination that is not less than an average of 1 footcandle and a minimum at any point of 0.1 footcandle measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 footcandle average and a minimum at any point of 0.06 footcandle at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. NORTH JOEY RESTAURANT GROUP Joey Restaurants/LOCAL Suite 950, One Bentall Centre 505 Burrard Street Vancouver, BC V7X 1M4 Tel. 604-699-5650 Fax. 604.699.5640 2356 REGISTERED ARCHITECT •'•1 JOHN P. SERKLAND STATE OF WASHINGTON 01/24/18 KEY PLAN 1 1 1 EST. TIMES # DESCRIPTION EST. TIMES �.1 1. 11 ' "'-,7 9:30AM —7, 1, 11 - T711 CLEANING N/A ' 2 DINNER SETTING 3PM 6 8 2017-01-24 ISSUE FOR PERMIT REVISION 1 SVR 7 1 1r -TY-P. --1_ 7D ) 9 d- �i ISSUE FOR BUILDING PERMIT SVR -,-TII , „ I � - '771 - ,-- LLLN '411 ,7,--- X11 JR . e . :,,,--,--_,,t a TY- I1 '� III ,1 JR 2 2017-07-25 : 11 11 U n n , ,1 11- Da JR an EXISTING GWB CEILING (PT -2) @ 10'-0” AFF I 11 17 EXISTING GWB CEILING (PT -2) WOOD SLATS (WD -3) GWB (PT -1A) 12 -0 AFF L -5B (D-28) Ni111111.11111111111INN111■■■■11111111111111.111111111■1�1�1■ B.O. WOOD SLAT CEILING, TYP. (WD -3) 10'-7" AFF EXISTING GWB CEILING (PT -1A) 10'-6" AFF WOOD PANEL/ACOUSTIC CEILING (EXISTING) T -BAR CEILING (EXISTING) 46, B.O. ACOUSTIC CEILING, TYP. (ACT -1) 11'-4" AFF I, II 1L.-.__ L -EX (D-21) @ 10'-0" AFF -EX D-21) EXISTING GWB 11'-11"AFF EILIN PT -1A) NEW DR a' PED GWB CEI I G (PT -1A) 10'-6" AF EXISTING GWB CEILING (PT -1A) L -EX (D-19) PP._1^ '•J r'. I I L -EX (D-1 L -EX (D-19) • L -EX (D-19) • L -EX (D-19) L -EX (D-22) L -EX (D-22) • L -EX (D-1°) L -EX (D-19) REVIEWED FOR CODE COMPLIANCE APPROVED FEB 0 2 2018 2015 IBC SECTION 1008 MEANS OF EGRESS ILLUMINATION REQUIRED The means of egress serving a room or space shall be illuminated at all times that the room or space is occupied; illumination level shall be not less than 1 footcandle at the walking surface. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure in rooms and spaces that require two or more means of egress, an emergency electrical system shall automatically illuminate all of the following areas: 1. Aisles, 2. Corridors, 3. Exit access stairways and ramps. In the event of power supply failure in buildings that require two or more means of egress, an emergency electrical system shall automatically illuminate all of the following areas: 1. Interior exit access stairways and ramps. 2. Interior and exterior exit stairways & ramps, 3. Exit passageways, 4. Vestibules at level of discharge, 5. Exterior landings and areas used for exit discharge. EMERGENCY ILLUMINATION FOR BUILDINGS AND DURATION OF ILLUMINATION (1008.3.2--1008.3.5) In the event of power supply failure in Rooms and spaces, an emergency electrical system shall automatically illuminate all of the following areas: 1. Electrical equipment rooms, 2. Fire command centers, 3. Fire pump rooms, 4. Generator rooms, 5. Public restrooms with an area greater than 300 square feet. The emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or an on-site generator. Illumination level under emergency power, the lighting facilities shall be arranged to provide initial illumination that is not less than an average of 1 footcandle and a minimum at any point of 0.1 footcandle measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 footcandle average and a minimum at any point of 0.06 footcandle at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. NORTH JOEY RESTAURANT GROUP Joey Restaurants/LOCAL Suite 950, One Bentall Centre 505 Burrard Street Vancouver, BC V7X 1M4 Tel. 604-699-5650 Fax. 604.699.5640 2356 REGISTERED ARCHITECT •'•1 JOHN P. SERKLAND STATE OF WASHINGTON 01/24/18 KEY PLAN (D 22) L- L -EX (D-22) (D-22) L -EX (D-22) 6 L -EX (D-22) •``RECEI/ED CITY OF TUKWILA JAN 292018 PERMIT CENTER City tsf`€�I C1 PLAN Scale: 1/4" = l'-0" SEQUENCE OF OPERATIONS. PROJECT JOEY SOUTHCENTER 758 SOUTHCENTER MALL TUKWILA WA, UNITED STATES DRAWING NAME REFLECTED CEILING PLAN # DESCRIPTION EST. TIMES # DESCRIPTION EST. TIMES 1 DAYTIME SETTING 9:30AM 5 CLEANING N/A ' 2 DINNER SETTING 3PM 6 8 2017-01-24 ISSUE FOR PERMIT REVISION 1 SVR 7 2017-11-27 ISSUE FOR TENDER COORD SVR 6 2017-11-10 ISSUE FOR BUILDING PERMIT SVR 5 2017-10-11 ISSUE FOR LANDLORD REVIEW SVR 4 2017-09-25 ISSUE FOR CONSULTANT COORD JR 3 2017-08-28 ISSUE FOR CONSULTANT COORD JR 2 2017-07-25 ISSUE FOR SCHEMATIC PRICING JR 1 2017-07-17 ISSUE FOR HIGH LEVEL REVIEW JR NO. DATE ISSUE DESCRIPTION BY (D 22) L- L -EX (D-22) (D-22) L -EX (D-22) 6 L -EX (D-22) •``RECEI/ED CITY OF TUKWILA JAN 292018 PERMIT CENTER City tsf`€�I C1 PLAN Scale: 1/4" = l'-0" SEQUENCE OF OPERATIONS. PROJECT JOEY SOUTHCENTER 758 SOUTHCENTER MALL TUKWILA WA, UNITED STATES DRAWING NAME REFLECTED CEILING PLAN # DESCRIPTION EST. TIMES # DESCRIPTION EST. TIMES 1 DAYTIME SETTING 9:30AM 5 CLEANING N/A ' 2 DINNER SETTING 3PM 6 EXTERIOR SIGNAGE MASTER OVERRIDE TO 'ON' N/A 3 EVENING SETTING 5PM 7 EXTERIOR SIGNAGE MASTER OVERRIDE TO OFF N/A 4 LATE NIGHT SETTING 9PM 8 TIMER CONTROL; EXTERIOR SIGNAGE: ON 6:30AM - 2AM 10/03/17 SCALE: AS NOTED DRAWING NO. PROJECT NO. DRAWN BY: JRAE APPROVED BY: JMCBRIDE 111111111111 11 1111111111111111 STAFF'W,OMEN'S' 4\IQMEN'S' L JL J J L J L J L -J ii i%70%.�%cr/, K3% N i 4 ;k % W%%0 i `I MOUNTED HORIZONTALLY 4" O.C. TO EDGE OF MILLWORK BASE. TYPICAL. 1 .. O nmU OEXISTING �� 0 4 CONTROL SWITCH. 1 nn INTERIOR SIGNAGE/ARTWORK; PROVIDE POWER IN WALLAS REQ'D. 1 POWER/DATATO REMAIN .- _.-,-.„----..-7-1 14 DATA 3 0 D. MARK - CABLE © D. MARK - TELCO Cel 2 E WIFI + WIFI (CEILING -MOUNTED) DJ DJ OUTLET ( WALL PLATE DIGITAL MEDIA & XLR & 4 PLEX POWER ) BAR CRESTRON AUDIO/LIGHTING CONTROL PANEL (FRONT OF HOUSE) CILUTRON PANEL (BACK OF HOUSE) DATE ISSUE DESCRIPTION TV FEED - CAT 6E SHIELDED TV % POINT OF SALES / MICROS 102 a PRINTER (P DENOTES PLUG-IN ONLY) PRN RESERVATION SYSTEM QSR CASH DRAWER C$H GFI GROUND FAULT INTERRUPTER WP WATERPROOF COVER REQUIRED PATCH PANEL FOR QSR SECURITY CAMERAS I a EL -31 FUTURE SECURITY CAMERAS ; O— �YI 3 r '-'1:' 1 % PRN'a s ��- rREFER TO KITCHEN/BAR DWGS1 1 FOR -ALL -EQUIPMENT 1 I— 1 1 SPECIFICATIONS & POWER 1 I I' REQUIREMENTS I L r 'J� PRN 1—n( _ n �_;'' < < s POSe H l C$H i `' I ga F7%',P /; /41 i /i% �';!/''! �' „ '�;;!,#o'�M , iii � 4%, "S040, � 1-,-- `----i r---9 r ----i r----- -,i :-! -1 ------1 r------7 -----1 1 REFER TO KITCHEN WGSl 1 FOR POLISHING ST TION 1 1 SPECIFICATION & 1 L_POWER REQUIREMENTS) C) PLAN Scale: 1/4" = 1'-0" GENERAL NOTES 1. POWER, DATA & COMMUNICATION SHOWN ON THIS DRAWING IS FOR LOCATION ONLY. COORDINATE W/ MILLWORK CONTRACTOR FOR ALL POWER RELATED TO MILLWORK FIXTURES. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH KITCHEN DRAWINGS. 2. THIS DRAWING IS FOR LOCATION ONLY. CONTRACTOR TO COORDINATE FOR ALL LIFE SAFETY SYSTEMS, PULL STATIONS AND ALARMS, THERMOSTATS, PANELS, AND CIRCUITING INFORMATION. 3. ELECTRICAUCOMMUNICATIONS WORK TO COMPLY WITH THE REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION. ANY CHANGES REQUIRED SHALL BE APPROVED BY THE DESIGNER PRIOR TO PROCEEDING. 4. WHERE RECEPTACLES OCCUR ON OPPOSITE SIDES OF THE SAME PARTITION, STAGGER POSITION TO RETAIN ACOUSTIC ATTENUATION OF PARTITION. OFFSET DIMENSION TO BE MINIMAL. 5. UNLESS NOTED OTHERWISE, ALL RECEPTACLES TO BE MOUNTED VERTICALLY @15" TO CENTER LINE OF RECEPTACLE FROM FINISHED FLOOR. 6. WHERE TWO (2) OR MORE RECEPTACLES ARE LOCATED SIDE BY SIDE, RECEPTACLES ARE TO BE GANGED WITHIN A SINGLE COVER PLATE. WHERE RECEPTACLES OCCUR ONE ABOVE ANOTHER, ALIGN THEM VERTICALLY. 7. ALL COVER PLATES TO BE BLACK, U.N.O. STRUCTURED CABLING NOTES: 1. CABLE MUST BE SHIELDED AND MEET OR EXCEED CATEGORY 6 SPECIFICATIONS 2. EXPOSED CABLING SHOULD BE BLACK UNLESS OTHERWISE SPECIFIED 3. CABLE "BUNDLES" SHOULD BE RUN IN CONDUIT WHEREVER POSSIBLE 4. CABLING SHOULD BE RUN ALONG ARCHITECTURAL SIGHTLINES WHEREVER POSSIBLE 5. CABLING IDENTIFIED AS DATA/CCTV/POS/KDS/QSR TO BE TERMINATED ON PATCH PANEL 6. CABLING IDENTIFIES AS TV/AV TO BE TERMINATED WITH BOOT AT EITHER END 7. PATCH PANELS MUST BE MODULAR AND MEET OR EXCEED CATEGORY 6 SPECIFICATIONS 8. CABLING MUST BE TESTED AND SHOWN TO MEET SPECIFICATIONS IMMEDIATELY FOLLOWING TERMINATION. 9. TESTS RESULTS VIAA DEVICE SUCH AS A FLUKE METER ARE REQUIRED FOR EACH RUN AND MUST BE PRINTED AND POSTED NEAR THE PATCH PANEL. 10. ADDITIONALLY, RESULTS MUST BE PROVIDED IN ELECTRONIC FORMAT. 11. CABLING FEEDING INTO THE RACK MUST INCLUDE ENOUGH SLACK TO ALLOW FOR RACK MOVEMENT UP TO 4' IN ANY DIRECTION WITHOUT PLACING ANY UNDUE STRAIN ON CABLING. 12. TIE -CABLING FOR SERVICES INCLUDING CAN (COAX) AND POTS (CATS) MUST MEET THE SAME "SLACK" REQUIREMENTS AS STRUCTURED CABLING. 13. CABLING FOR DEVICES WHERE PLACEMENT MAY BE IMPACTED BY FUTURE/FINISH CONSTRUCTION REQUIRES ADDITIONAL SLACK AT THE DEVICE END TO ACCOUNT FOR THIS MOVEMENT. THIS IS SEEN MOST OFTEN WITH CCTV CAMERAS. KEY NOTES: NO. DESCRIPTION X6b( MOUNTED HORIZONTALLY 4" O.C. TO EDGE OF MILLWORK BASE. TYPICAL. OEXISTING O .. O nmU C) PLAN Scale: 1/4" = 1'-0" GENERAL NOTES 1. POWER, DATA & COMMUNICATION SHOWN ON THIS DRAWING IS FOR LOCATION ONLY. COORDINATE W/ MILLWORK CONTRACTOR FOR ALL POWER RELATED TO MILLWORK FIXTURES. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH KITCHEN DRAWINGS. 2. THIS DRAWING IS FOR LOCATION ONLY. CONTRACTOR TO COORDINATE FOR ALL LIFE SAFETY SYSTEMS, PULL STATIONS AND ALARMS, THERMOSTATS, PANELS, AND CIRCUITING INFORMATION. 3. ELECTRICAUCOMMUNICATIONS WORK TO COMPLY WITH THE REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION. ANY CHANGES REQUIRED SHALL BE APPROVED BY THE DESIGNER PRIOR TO PROCEEDING. 4. WHERE RECEPTACLES OCCUR ON OPPOSITE SIDES OF THE SAME PARTITION, STAGGER POSITION TO RETAIN ACOUSTIC ATTENUATION OF PARTITION. OFFSET DIMENSION TO BE MINIMAL. 5. UNLESS NOTED OTHERWISE, ALL RECEPTACLES TO BE MOUNTED VERTICALLY @15" TO CENTER LINE OF RECEPTACLE FROM FINISHED FLOOR. 6. WHERE TWO (2) OR MORE RECEPTACLES ARE LOCATED SIDE BY SIDE, RECEPTACLES ARE TO BE GANGED WITHIN A SINGLE COVER PLATE. WHERE RECEPTACLES OCCUR ONE ABOVE ANOTHER, ALIGN THEM VERTICALLY. 7. ALL COVER PLATES TO BE BLACK, U.N.O. STRUCTURED CABLING NOTES: 1. CABLE MUST BE SHIELDED AND MEET OR EXCEED CATEGORY 6 SPECIFICATIONS 2. EXPOSED CABLING SHOULD BE BLACK UNLESS OTHERWISE SPECIFIED 3. CABLE "BUNDLES" SHOULD BE RUN IN CONDUIT WHEREVER POSSIBLE 4. CABLING SHOULD BE RUN ALONG ARCHITECTURAL SIGHTLINES WHEREVER POSSIBLE 5. CABLING IDENTIFIED AS DATA/CCTV/POS/KDS/QSR TO BE TERMINATED ON PATCH PANEL 6. CABLING IDENTIFIES AS TV/AV TO BE TERMINATED WITH BOOT AT EITHER END 7. PATCH PANELS MUST BE MODULAR AND MEET OR EXCEED CATEGORY 6 SPECIFICATIONS 8. CABLING MUST BE TESTED AND SHOWN TO MEET SPECIFICATIONS IMMEDIATELY FOLLOWING TERMINATION. 9. TESTS RESULTS VIAA DEVICE SUCH AS A FLUKE METER ARE REQUIRED FOR EACH RUN AND MUST BE PRINTED AND POSTED NEAR THE PATCH PANEL. 10. ADDITIONALLY, RESULTS MUST BE PROVIDED IN ELECTRONIC FORMAT. 11. CABLING FEEDING INTO THE RACK MUST INCLUDE ENOUGH SLACK TO ALLOW FOR RACK MOVEMENT UP TO 4' IN ANY DIRECTION WITHOUT PLACING ANY UNDUE STRAIN ON CABLING. 12. TIE -CABLING FOR SERVICES INCLUDING CAN (COAX) AND POTS (CATS) MUST MEET THE SAME "SLACK" REQUIREMENTS AS STRUCTURED CABLING. 13. CABLING FOR DEVICES WHERE PLACEMENT MAY BE IMPACTED BY FUTURE/FINISH CONSTRUCTION REQUIRES ADDITIONAL SLACK AT THE DEVICE END TO ACCOUNT FOR THIS MOVEMENT. THIS IS SEEN MOST OFTEN WITH CCTV CAMERAS. KEY NOTES: NO. DESCRIPTION ORECEPTACLE MOUNTED HORIZONTALLY 4" O.C. TO EDGE OF MILLWORK BASE. TYPICAL. OEXISTING CONTROLS FOR ALARM, PATIO HEATERS, STRING LIGHTS, AND MUSIC TO REMAIN. O PROVIDE POWER FOR EXTERIOR SIGNAGE (TO BE CONNECTED TO TIMER AND SOLAR CELL SUBMITTED UNDER SEPARATE PERMIT). OEXISTING CRESTRON CONTROL TO REMAIN. OFIREPLACE CONTROL SWITCH. OILLUMINATED INTERIOR SIGNAGE/ARTWORK; PROVIDE POWER IN WALLAS REQ'D. OEXISTING POWER/DATATO REMAIN ELECTRICAL LEGEND SYMBOL DESCRIPTION TYPICAL MOUNTING U.N.O. FLOOR FLUSHED MOUNTED I, DUPLEX RECEPTACLE I' DEDICATED 20 AMP DUPLEX RECEPTACLE USB DUPLEX RECEPTACLE Jul 14 DATA 3 0 D. MARK - CABLE © D. MARK - TELCO Cel 2 E WIFI + WIFI (CEILING -MOUNTED) DJ DJ OUTLET ( WALL PLATE DIGITAL MEDIA & XLR & 4 PLEX POWER ) CR CRESTRON AUDIO/LIGHTING CONTROL PANEL (FRONT OF HOUSE) CILUTRON PANEL (BACK OF HOUSE) DATE ISSUE DESCRIPTION TV FEED - CAT 6E SHIELDED TV POINT OF SALES / MICROS POS a PRINTER (P DENOTES PLUG-IN ONLY) PRN RESERVATION SYSTEM QSR CASH DRAWER C$H GFI GROUND FAULT INTERRUPTER WP WATERPROOF COVER REQUIRED PATCH PANEL FOR QSR SECURITY CAMERAS I a EL -31 FUTURE SECURITY CAMERAS REVIEWED FOR CODE COMPLIANCE APPROVED FEB 0 a 8018 City of Tukwila BUILD RECEIVED CITY OF TUKWILA JAN 2 9 2018 PERMIT CENTER CLR Chin Ley/Reche 1516 Melrose Ave., Suite 200 Seattle, Washigton 98122 206 9381501 NORTH JOEY RESTAURANT GROUP Joey Restaurants/LOCAL Suite 950, One Bentall Centre 505 Burrard Street Vancouver, BC V7X 1M4 Tel. 604-699-5650 Fax. 604.699.5640 CONSULTANT 2356 REGISTERED ARCHITECT JOHN P. SERKLAND STATE OF WASHINGTON 01/24/18 KEY PLAN PROJECT JOEY SOUTHCENTER 758 SOUTHCENTER MALL TUKWILA WA, UNITED STATES DRAWING NAME POWER & COMMUNICATION PLAN DATE: 10/03/17 PROJECT NO. SCALE: AS NOTED DRAWN BY: JRAE APPROVED BY: JMCBRIDE DRAWING NO. 2 11/10/17 PERMIT SET SVR 1 10/16/17 ISSUE FOR DD PRICING SVR NO. DATE ISSUE DESCRIPTION BY PROJECT JOEY SOUTHCENTER 758 SOUTHCENTER MALL TUKWILA WA, UNITED STATES DRAWING NAME POWER & COMMUNICATION PLAN DATE: 10/03/17 PROJECT NO. SCALE: AS NOTED DRAWN BY: JRAE APPROVED BY: JMCBRIDE DRAWING NO. FINISH SPECIFICATIONS ACOUSTIC CEILING TILE TAG ACT -1 DESCRIPTION: MANUFACTURER: COLOUR: SIZE: INSTALLATION: EXTENT: NOTES: ACOUSTICAL CEILING TILE ARMSTRONG OR EQUIVALENT BLACK TO MATCH EXISTING GRID SYSTEM AS PER MANUFACTURER'S RECOMMENDATION DINING ROOM CEILING AS NOTED PROVIDE SEISMIC CLIPS AS REQ'D BY CODE. MATERIAL TO HAVE NRC RATING OF .8 OR GREATER CARPET CT -1 DESCRIPTION: MANUFACTURER: SUPPLIER: SERIES: COLOUR: SIZE: INSTALLATION: EXTENT: COMMENT: ENTRANCE HAND WOVEN RUG KASTHALL INFORM INTERIORS (CONTACT: PAUL SJAARDA 604.339.7645) HAGGA DOT AMAZING GREY (DOT) - MIDNIGHT BLACK (EXTENT) 9540-9534 CUSTOM - REFER TO FINISHES PLAN RECESSED INSTALL. CUT TO SIZE & REBIND EDGES AS REQ ENTRY REFER TO FINISHES PLAN FOR RECESSED DETAIL CT -2 DESCRIPTION: MANUFACTURER: PRODUCT: COLLECTION: COLOUR: SIZE: INSTALLATION: EXTENT: CARPET TILE PATCRAFT 10279 FLEX FLEX & YIELD 00502 TORQUE 24" x 24" MONOLITHIC PATTERN TO MATCH EXISTING LOUNGE & DINING (REUSED & NEWAS REQUIRED) GLASS GL -1 DESCRIPTION: MANUFACTURER: COLOUR: MULLIONS: INSTALLATION: EXTENT: MIRROR CUSTOM CLEAR 1/4" THICK AS PER MANUFACTURER'S RECOMMENDATION MENS WASHROOM GL -2 DESCRIPTION: MANUFACTURER: COLOUR: THICKNESS: INSTALLATION: EXTENT: TEMPERED GLASS CUSTOM CLEAR 1/2" THICK AS PER MANUFACTURER'S RECOMMENDATION WHERE SPECIFIED GL -3 DESCRIPTION: MANUFACTURER: COLOR: SIZE: INSTALLATION: EXTENT: BRONZE MIRROR AS PER CONTRACTOR BRONZE 1/4" THICK AS PER MANUFACTURER'S RECOMMENDATION LOUNGE SERVICE STATIONS GL -4 DESCRIPTION: MANUFACTURER: COLOR: SIZE: COLLECTION: PATTERN: INSTALLATION: EXTENT: TEMPERED PATTERNED GLASS URBAN GLASSWORKS LTD (CONTACT: GARTH HASSELBACK 403.250.1175) CLEAR 1/4" THICK IMPORTED PATTERNED GLASS UC -209 AS PER MANUFACTURER'S RECOMMENDATION GLAZING AT WAITING AREA FINISH SPECIFICATIONS MASONRY TAG MU -1 DESCRIPTION: MANUFACTURER: COLOUR / FINISH: SIZE: GROUT / MORTAR: INSTALLATION: EXTENT: INTERIOR BRICK VENEER MUTUAL MATERIALS (CONTACT: BRIAN COTE 604.841.1218) ASHLAND USED 1/2" THICK, 2.5" H x 7.5" L 3/16" RAKE PROFILE, MAX 3/8" JOINT; MORTAR TO MATCH MAPEI #47 CHARCOAL REFER TO DRAWINGS FOR DETAILS FOH WHERE NOTED MU -2 DESCRIPTION: MANUFACTURER: COLOUR / FINISH: SIZE: GROUT / MORTAR: INSTALLATION: EXTENT: INTERIOR SOLID BRICK ; NO CORED HOLES MUTUAL MATERIALS (CONTACT: BRIAN COTE 604.841.1218) ASHLAND USED 3.5" W, 2.5" H x 7.5" L NO MORTAR JOINTS 3D BRICK PATTERN; AS PER MANUFACTURER'S RECOMMENDATION DINING FEATURE WALL METAL MM -1 DESCRIPTION: MANUFACTURER: FINISH: SIZE: EXTENT: POWDER COATED METAL CONTRACTOR, REFER TO DRAWINGS MATTE BLACK REFER TO DETAILS AS NOTED ON DRAWINGS MM -2 DESCRIPTION: MANUFACTURER: FINISH: SIZE: EXTENT: NOTE: STAINLESS STEEL QUEST SMOOTH SATIN FINISH 0 NOMINAL SHEET SIZE REFER TO MILLWORK DRAWINGS OS SUPPLIED BY QUEST MM -3 DESCRIPTION: MANUFACTURER: FINISH: SIZE: INSTALLATION: EXTENT: BLACKENED STEEL CUSTOM - BY CONTRACTOR TO MATCH DESIGNER'S SAMPLE REFER TO DWG DETAILS FOR SIZES AND LOCATION REFER TO ELEVATION FOR DETAIL AS NOTED ON DRAWINGS MM -4 DESCRIPTION: MANUFACTURER: FINISH: SIZE: EXTENT: COMMENT: POWDER COATED ALUMINUM ARTEMESIA METAL FABRICATION INC (CONTACT: MONS KAPOOR 604.562.4247) FIXTURE BRONZE REFER TO MILLWORK DRAWINGS LOUNGE FIREPLACE FABRICATOR TO PROVIDE SAMPLE FOR DESIGNERS APPROVAL MM -5 DESCRIPTION: MANUFACTURER: FINISH: SIZE: EXTENT: COMMENT: BRUSHED BRONZE ARTEMESIA METAL FABRICATION INC (CONTACT: MONS KAPOOR 604.562.4247) CUSTOM BRUSHED REFER TO BAR DWGS FOR SIZES OSC) BAR WALL FACE & HOSTESS FABRICATOR TO PROVIDE SAMPLE FOR DESIGNER'S APPROVAL MM -6 DESCRIPTION: MANUFACTURER: EXTENT: STAINLESS STEEL CONTRACTOR PREFERRED BOH CORNER GUARDS, END CAPS, DOOR KICKS WHERE NOTED, BAR WALL END CAPS MM -7 DESCRIPTION: MANUFACTURER: FINISH: SIZE: EXTENT: POWDER COATED METAL QUEST METALWORKS BLACK nSC;\ 1" x 1" x 1/8" ANGLE BAR WALL (FRAMES) REFER TO BAR DRAWINGS MM -8 DESCRIPTION: MANUFACTURER: FINISH: SIZE: EXTENT: POWDER COATED METAL-ALESTA MALTA BLACK WRINKLE GFB600W3 REFER TO DRAWINGS BAR WALL - REFER TO BAR DRAWINGS FINISH SPECIFICATIONS PLASTIC TAG PL -1 DESCRIPTION: MANUFACTURER: PRODUCT: COLOUR: FINISH: INSTALLATION: EXTENT: PLASTIC LAMINATE FORMICA 909-58 BLACK MATTE FINISH AS PER MANUFACTURER'S RECOMMENDATION INTERIOR MILLWORK PL -2 DESCRIPTION: MANUFACTURER: CODE: FINISH: INSTALLATION: EXTENT: PLASTIC LAMINATE ON PHENOLIC PANEL NEVAMAR WW7800-T - THRU COLOUR BABBLING BROOK CO REFER TO MILLWORK DRAWINGS FOR DETAILS (:)%1# SERVICE STATIONS THROUGHOUT PAINT PT -1A DESCRIPTION: MANUFACTURER: COLOUR: FINISH: INSTALLATION: EXTENT: PAINT BENJAMIN MOORE 2127-10 TWILIGHT ZONE (BLACK) FLAT AS PER MANUFACTURER'S RECOMMENDATION EXPOSED/ GWB CEILINGS, UNO PT -1B DESCRIPTION: MANUFACTURER: COLOUR: FINISH: INSTALLATION: EXTENT: PAINT BENJAMIN MOORE 2127-10 TWILIGHT ZONE (BLACK) EGGSHELL AS PER MANUFACTURER'S RECOMMENDATION FOH WALLS AS NOTED ON DRAWING PT -1C DESCRIPTION: MANUFACTURER: COLOUR: FINISH: INSTALLATION: EXTENT: PAINT BENJAMIN MOORE 2127-10 TWILIGHT ZONE (BLACK) SEMI -GLOSS AS PER MANUFACTURER'S RECOMMENDATION DOORS AND DOOR FRAMES AS NOTED PT -2 DESCRIPTION: MANUFACTURER: COLOUR: FINISH: INSTALLATION: EXTENT: PAINT BENJAMIN MOORE CC- 30 OXFORD WHITE (WHITE) EGGSHELL AS PER MANUFACTURER'S RECOMMENDATION MENS WC CEILING STONE ST -1 DESCRIPTION: PRODUCT: FINISH: SEALER: INSTALLATION: EXTENT: COMMENT: GRANITE SLAB CAMBRIAN BLACK GRANITE ANTIQUE FINISH '400' GRIT [LEATHER, HONED, SATIN] DIAREX PRO SERIES STONE COLOUR ENHANCER; AGING & WET LOOK STONE EFFECTS AS PER MANUFACTURER'S RECOMMENDATION AS NOTED ON DRAWINGS C/W CHISELED EDGE; REFER TO DRAWINGS FOR DETAILS. WINE POLISHING STATION & DINING SERVICE STATION BY ACORN. ALL OTHER SUPPLIED BY CONTRACTOR ST -2 DESCRIPTION: PRODUCT: FINISH: SEALER: INSTALLATION: EXTENT NOTE: QUARTZITE 3CM SLAB SUPER WHITE POLISHED AS PER MANUFACTURER'S RECOMMENDATION AS PER MANUFACTURER'S RECOMMENDATION REFER TO DRAWINGS FOR DETAILS HOSTESS QUARTZITE SUPPLIED BY ACORN. ALL OTHER SUPPLIED BY CONTRACTOR. ACORN TO PROVIDE SAMPLE OF EASED STRAIGHT CORNER EDGE PROFILE. ST -3 DESCRIPTION: PRODUCT: FINISH: SEALER: INSTALLATION: EXTENT: GRANITE SLAB COSMIC BLACK POLISHED AS PER MANUFACTURER'S RECOMMENDATION AS PER MANUFACTURER'S RECOMMENDATION LOUNGE SERVICE STATIONS FINISH SPECIFICATIONS TILE TAG TL -1 DESCRIPTION: DISTRIBUTOR: SERIES: SIZE: EXTENT: NOTE: EXISTING FLOOR TILE STONE TILE VERONA BASALT 12x24 AS NOTED ON FINISH PLAN PATCH AND REPAIR ANY BROKEN TILES TO REMAIN. REGROUT IF REQUIRED TL -2 DESCRIPTION: DISTRIBUTOR: SERIES: COLOUR: SIZE: GROUT: INSTALLATION: EXTENT: NOT USED TL -3 DESCRIPTION: DISTRIBUTOR: SERIES: COLOUR: SIZE: GROUT: INSTALLATION: EXTENT: CERAMIC TILE (WALL) FONTILE, CONTACT: JESSICA KRAHN 604.683.2524 ALASKA NEGRO MATE CEM17 3" H x 11 3/4" W MAPEI #47 CHARCOAL; MAX. 1/8" GROUT LINE STACKED HORIZONTALLY; AS PER MANUFACTURER'S RECOMMENDATION AS NOTED ON DRAWINGS TL -4 DESCRIPTION: DISTRIBUTOR: SERIES: SIZE: EXTENT: NOTE: BASALT FLOOR TILE TO MATCH EXISTING BY CONTRACTOR TO MATCH VERONA BASALT EXISTING TILE 12" x 24" REFER TO DRAWINGS FOR EXTENT CONTRACTOR TO PROVIDE THREE OPTIONS TO BEST MATCH EXISTING BASALT TILE FOR DESIGNER APPROVAL TL -5 DESCRIPTION: DISTRIBUTOR: SERIES: COLOUR: SIZE: GROUT: EXTENT: INSTALLATION: PORCELAIN FLOOR TILE AMES TILE & STONE TERRA CORNICE 10" x 8.5" MAPEI #47 CHARCOAL; MAX. 1/8" GROUT LINE REFER TO DRAWINGS FOR EXTENT STACKED; REFER TO FINISH PLAN FOR INSTALL PATTERN; AS PER MANUFACTURER'S RECOMMENDATIONS FINISH SPECIFICATIONS UPHOLSTERY TAG UP -1 DESCRIPTION: MANUFACTURER: SERIES: COLOUR: SIZE: INSTALLATION: EXTENT: LEATHER CORTINA LEATHERS (CONTACT: LEE LARSEN 800.356.1177) GUILIA BLACK 50 SF AVERAGE HIDE SIZE CO AS PER MANUFACTURER'S RECOMMENDATION 0 V BOOTH UPHOLSTERY WOOD WD -1 DESCRIPTION: MANUFACTURER: SPECIES: STAIN: FINISH: INSTALLATION: EXTENT: WOOD VENEER ACORN WOOD DESIGN (CONTACT: ELIZABETH STOTTS 604.435.9800) WALNUT NO STAIN i 20 DEGREE SHEEN CONVERSION VARNISH C.; REFER TO MILLWORK DRAWINGS FOR DETAILS BOOTH MILLWORK OS WD -2 DESCRIPTION: MANUFACTURER: SPECIES: STAIN: FINISH: INSTALLATION: EXTENT: SOLID WOOD ACORN WOOD DESIGN (CONTACT: ELIZABETH STOTTS 604.435.9800) WALNUT NO STAIN 20 DEGREE SHEEN CONVERSION VARNISH REFER TO MILLWORK DRAWINGS FOR DETAILS OSG\ BOOTH MILLWORK WD -3 DESCRIPTION: MANUFACTURER: STYLE: MODEL SPECIES: STAIN: FINISH: INSTALLATION: EXTENT: SUSPENDED SOLID WOOD SLATS 9WOOD 1100 CROSS PIECE GRILLE 1124-3 WESTERN HEMLOCK (MIXED GRAIN) CLEAR CLASS I (A) FIRE RETARDANT COATING AS PER MANUFACTURER'S RECOMMENDATION DINING ROOM WD -4 DESCRIPTION: MANUFACTURER: SPECIES: STAIN: FINISH: SIZE: INSTALLATION: EXTENT: NOTES: RECLAIMED HEMLOCK - ROUGH SAWN ACORN WOOD DESIGN (CONTACT: ELIZABETH STOTTS 604.435.9800) RECLAIMED HEMLOCK NO STAIN ROUGH SAWN CLASS C FIRE RETARDANT Q 0 REFER TO DRA►► 1 AS INDICATED ON DRAWINGS0 CLAD TO EXISTING COLUMNS EXISTING COLUMN DIMENSIONS TO BE VERIFIED BY CONTRACTOR DURING DEMOLITION WD -5 DESCRIPTION: MANUFACTURER: SPECIES: STAIN: FINISH: SIZE: INSTALLATION: EXTENT: SAWTOOTH ACORN WOOD DESIGN (CONTACT: ELIZABETH STOTTS 604.435.9800) WALNUT NO STAIN 21 1 ' HEEN CONVERSION VARNISH. CLASS C FIRE a (A RETARDANT . . f r • s . 5" DEEP PLANKS IN 'SAWTOOTH' 3D PATT(:).) AS INDICATED ON DRAWINGS LOUNGE NOTES: GENERAL CONTRACTOR SUPPLIED, GENERAL CONTRACTOR INSTALLED U.N.O., REFER TO ID SUPPLY/ INSTALL LIST FOR DETAILS. CONTRACTOR TO PROVIDE PAINT STRIKE OFF TO DESIGNER FOR APPROVAL. CONTRACTOR TO PROVIDE CONTROL SAMPLES OF ALL FINISHES TO DESIGNER FOR REFERENCE THE LIFE SAFETY REPORT FOR THE REQUIRED FIRE PROTECTION AT ALL CEILING FINISHES. 1. ALL ITEMS 1.00 OWNER 2. GENERAL 3. GENERAL APPROVAL. 4. PLEASE COMBUSTIBLE REVIEWED FOR CODE COMPLIANCE APPROVED FM 0 g City of Tukwila BUIL s. RECEIVED CITY OF TUKWILA JAN 2 9 2018 PERMIT CENTER CLR Chin Ley/Reche 1516 Melrose Ave., Suite 200 Seattle, Washigton 98122 206 938 1501 NORTH JOEY RESTAURANT GROUP Joey Restaurants/LOCAL Suite 950, One Bentall Centre 505 Burrard Street Vancouver, BC WX 1M4 Tel. 604-699-5650 Fax. 604.699.5640 2356 REGISTERED ARCHITECT JOHN P. SERKLAND STATE OF WASHINGTON 01/24/18 KEY PLAN PROJECT JOEY SOUTHCENTER 758 SOUTHCENTER MALL TUKWILA WA, UNITED STATES DRAWING NAME FINISH SCHEDULE DATE: 10/03/17 PROJECT NO. SCALE: AS NOTED DRAWN BY: JRAE APPROVED BY: JMCBRIDE DRAWING NO. 8 2017-01-24 ISSUE FOR PERMIT REVISION 1 SVR 7 2017-11-27 ISSUE FOR TENDER COORD SVR 6 2017-11-10 ISSUE FOR BUILDING PERMIT SVR 5 2017-10-11 ISSUE FOR LANDLORD REVIEW SVR 4 2017-09-25 ISSUE FOR CONSULTANT COORD JR 3 2017-08-28 ISSUE FOR CONSULTANT COORD JR 2 2017-07-25 ISSUE FOR SCHEMATIC PRICING JR 1 2017-07-17 ISSUE FOR HIGH LEVEL REVIEW JR NO. DATE ISSUE DESCRIPTION BY PROJECT JOEY SOUTHCENTER 758 SOUTHCENTER MALL TUKWILA WA, UNITED STATES DRAWING NAME FINISH SCHEDULE DATE: 10/03/17 PROJECT NO. SCALE: AS NOTED DRAWN BY: JRAE APPROVED BY: JMCBRIDE DRAWING NO. STONE COUNTERTOP. REFER TO FINISH SCHEDULE Ci) PLAN - MEN'S W/C Scale: 112" = 1'-0" EXISTING GRAB BARS TO REMAIN EXISTING FLUSHOMETER TO REMAIN EXISTING URINAL TO REMAIN EXISTING DIVIDER TO REMAIN TL -4 PT -1B -100 R-IFJrJrJ( OTI10rJ0000prJ00rJ JrJ JrJrJrJra100000 u 1 14 ID8.20 2 ELEVATION - MEN'S W/C Scale: 1/T = 1'-0" FJ 1 FLI i72 -007J-117._ OPEN TO BEYOND EnELEVATION - MEN'S W/C rJFJFJFJFiF-0r Scale: Scale: 1 /2" = l'-0" TYP. 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Scale: 1/2" = 1'-0" i < WD -4 > NEW WOOD CLADDING ON EXISTING COLUMN / / /,i / / / ;// %% 77 // / / /// /// / /; ' EXISTING TILE BAS TO REMAIN /A/ A/ AA /w %! /�/ 1 -h/ //j EXISTING FOOT RAIL TO REMAIN REVIEWED FOR CODE COMPLIANCE APPROVED FE Q a 2.0111 City of Tula RECEIVED CITY OF TUKWILA JAN 29 2018 PERMIT CENTER CLR Chin Ley/Reche 1516 Melrose Ave., Suite 200 Seattle, Washigton 98122 206 938 1501 JOEY RESTAURANT GROUP Joey Restaurants/LOCAL Suite 950, One Bentall Centre 505 Burrard Street Vancouver, BC V7X 1 M4 Tel. 604-699-5650 Fax. 604.699.5640 CONSULTANT 2356 REGISTERED ARCHITECT JOHN P. SERKLAND STATE OF WASHINGTON 01/24/18 KEY PLAN PROJECT JOEY SOUTHCENTER 758 SOUTHCENTER MALL TUKWILA WA, UNITED STATES DRAWING NAME BAR: ENLARGED PLAN & ELEVATIONS DATE: 10/03/17 PROJECT NO. SCALE: AS NOTED DRAWING NO. DRAWN BY: JRAE APPROVED 3Y: JMCBRIDE .20 2 11/10/17 PERMIT SET SVR 1 10/16/17 ISSUE FOR DD PRICING SVR NO. DATE ISSUE DESCRIPTION BY PROJECT JOEY SOUTHCENTER 758 SOUTHCENTER MALL TUKWILA WA, UNITED STATES DRAWING NAME BAR: ENLARGED PLAN & ELEVATIONS DATE: 10/03/17 PROJECT NO. SCALE: AS NOTED DRAWING NO. DRAWN BY: JRAE APPROVED 3Y: JMCBRIDE .20 NEW DRIP TRAY CLR Chin Ley/Reche EXISTING STONE COUNTER EXISTING STONE BAR TOP TOP TO REMAIN 15 a Melrose Ave., Suite 200 Seattle, Washigton 98122 --,. TO REMAIN �l24 1 10 5 1/2 8 1/2"1 206 938 1501 / / EXISTING TILE ON BAR WALL r IEXISTING 10" 5 1/2" 8 112" STONE / / _ 7/ BAR TOP TO REMAIN , �� — = I I D6.21 61/2" MM -5 > C H D-3� / / \ I ,� 1" THICK REMOVABLE METAL PANEL BY ARTEMESIA FRAMED . L -4A, EXISTING LED / / � LIGHTING INSIDE ) MM -1 y INTO METAL ASSEMBLY BY QUEST LINEAR LED TASK LIGHTING TO " METAL PANEL ON Z -CLIPS %- BE MOUNTED TO UNDERSIDE OF _`,_, — — — �, ' — ; — — — _. 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EXISTING RAIL TO METAL PANEL TO COVER EXISTING TILE ON BAR WALL /%� //i / 4_ , /7 ' // / /�// / /// JOEY RESTAURANT GROUP FOOT — REMAIN METAL TRIM , TYP.• Joey Restaurants/LOCAL Suite 950, One Bentall Centre 505 Burrard Street CV couver, BC V7 X 1M4 N MM -1 Tel. 604-699-56500 • METAL PANEL TO Fax. 604.699.5640 COVER EXISTING TILE ON BAR WALL ENDS CONSULTANT SECTION BAR WALL CORNER SECTION BAR END WALL 2356 REGISTERED ARCHITECT I' JOHN P. SERKLAND STATE OF WASHINGTON 01/24/18 - - C6 Scale: 3" = 1' 0" OD Scale: 3" = 1'-0" KEY PLAN 2 11/10/17 PERMIT SET SVR 1 10/16/17 ISSUE FOR DD PRICING SVR NO. DATE ISSUE DESCRIPTION BY PROJECT JOEY SOUTHCENTER REVIEWED FOR CODE COMPLIANCE APPROVED 758 SOUTHCENTER MALL TUKWILA WA, UNITED STATES FEB 0 a ZOla City of Tukwila � 1 DRAWING NAME BAR ELEVATIONS & DETAILS RECEIVED DATE: 10/03/17 PROJECT NO. CITY OF TUUKWILA JAN 2 9 2018 SCALE: AS NOTED DRAWN BY: JRAE APPROVED BY: JMCBRIDE PERMIT CENTER DRAWING NO. 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DRAWINGS FOR DETAILS ELEVATION - NORTH @ LOUNGE -218.1(y Scale: 1 /2" = 1'-011 / I f- ...—I 2/ 77 / /2 // / � �� /�i / i// / / / / �/ %/ �/ 10 E _ p -T -1e /� // j/ / / / 13 I / / / / r / // ID8.20 // %�� ID8.15 / / ID8.2010 / / // /,/ l{�8.2012 / �� ;% % </GL -2 �; / / / / � / /„ / TL -3 / / / / / / ////// // / / // / SN -02 /. //// ' , / / / % % / % / / j / /%% ;MM'3 /r' / //' j / /' /! PROVIDE BACKING ' I //��� AS REQUIRED 11 / / �� // ,ETAL��' ��' / / / / / / % j / DDING ON;� OPEN TO BEYOND SN-0�� j / / // /' I I / / /� EX}SZ�N '`.00RS� / r / 2 ID532 /,/ i I / o / / // / / / / / / / �I • / //%/%////� /!i //i///'/// �%/ / / / / / / , �� %///'"/7/-'," / j / / / / I Y I / JOEY RESTAURANT Joey Restaurants/LOCAL Suite 950, One Bentall Centre 505 Burrard Street Vancouver, BC V7X 1M4 Tel. 604-699-5650 Fax. 604.699.5640 GROUP //,/ j j %i' %' / / EXISTING DOOR] ; EXISTING DOOR/ / / ///,%,'j'% / / %/ OPEN TO BEYOND TO REMAIN/ TO REIVtA}N / / , 1EXISTING FIRE EXTINGUISHER j /� // / %% �' j' /,' / ;'' / /% /'/ /// /// / ; ,/, -/ / TO REMAIN ,' / / / , /i/ j / 1 ) /:///�:/;//',, /%// ////' // /// / /, i/i / ;% ;// / ;'// ' / it ; ; I / ////7% /'/ / i% //// / //i / // %//i/ �� / " �/ % / / /////' , ;% // ; ; /��j !//// �/ / i / /� �; % /;////%% / % ; ;/ // / '/ /% / %�'/� /i' // /% �/ //"/ % ; %! ! � -// / _ % / / / // / m CONSULTANT • ISTING BASE TILE TO EXISTING METAL KICK TO 2356 REGISTERED ARCHITECT / JOHN P. SERKLAND STATE OF WASHINGTON 01/24/18 ELEVATION - NORTH @ DINING REMAIN, TYP. REMAIN, TYP. ID8 20 KEY PLAN Scale: 1/2" = 1'-0" IV PT -1A to EXISTING TO W & FRAME REMAIN 2 11/10/17 PERMIT SET SVR 1 10/16/17 ISSUE FOR DD PRICING SVR WD -4 I NO. DATE ISSUE DESCRIPTION BY 1 1 1 PROJECT JOEY SOUTHCENTER 758 SOUTHCENTER MALL TUKWILA WA UNITED STATES 11 I1 1 ( 1I I D8.12 I ` 3 ID8.15 ~_ J1,1=1 1 1 1 r1 1 11 l I X11 /111 / I1 1 1 1 V� //I / J REVIEWED FOR / / l/ / 1 1 ®®� COMPLIANCE �������,✓,// �7/APPROVED ��//�;����it�� I \ zo / /k1// 9) ire--= ����///.� �I // �'�/ / DRAWING NAME ELEVATIONS FRONT OF HOUSE � / 4/7 3'-8" / :' � *Dili) 1 � 1/ / 1 II )//' / / 7 J)/ i of iukwita D //. 1/ I 1 1/ RJ \I 111 �.� I �1 �I �, ,li �1: .i .hill zCit- :� II �! 1� X1 > REFER TO ID6.20, ID6.21 FOR TL -4 REFER TO MILLWORK BAR DETAILS TYP. DRAWINGS FOR DETAILS DATE: 10/03/17 PROJECT NO. / ELEVATION - NORTH @ LOUNGE 3 RECEIVED CITY OF TUUKWILA JAN 2 9 2018 PERMIT SCALE: AS NOTED DRAWN BY: JRAE APPROVED BY: JMCBRIDE DRAWING No. 0 CENTER Scale: 1 /2" = 1'-0" - ELEVATION - NORTH @ DINING Scale: 1 /2" = 1'-0" ! 1\t i l\I TYP. % ' i' /j j / /j% ;��� %�// / // / /Y//y' Il 1 iJ It w. ZNI REFER TO SERVICE STATION DRAWINGS FOR DETAILS \ • GL -2 TYP. 4 J 4 WD -4 TYP. / �/ // ;/' — /i y /// I qi li / /7 r !/ 1 REFER TO SERVICE STATION DRAWINGS FOR DETAILS REFER TO MILLWORK DRAWINGS FOR DETAILS TL -4 TYP. 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REFER TO MILLWORK DRAWINGS FOR DETAILS ELEVATION - WEST @ LOUNGE Scale: 1 /2" = 1'-0" /l PT -1A EXISTIN T 0 GTV& REMA FRAME N I I II I 1,111 f t I l I Jt .l .l .l / i/ / / /. l REFER TO 106.20, 106.21 FOR BAR DETAILS (11/1 11 / I V / �/HI —77-n f // /1/&;/ / 2' %i 7/ / (�v1,I/111///vvvv//1///M'1 I© 1/ J , i7 REFER TO MILLWORK DRAWINGS FOR DETAILS REVIEWED FOR CODE COMPLIANCE APPROVED FEB 0 ZOID City °f I Tukwila14 RECEIVED CITY OF TUKWILA JAN 2 9 2018 PERMIT CENTER CLR Chin Lev/Reche 1516 Melrose Ave., Suite 200 Seattle, Washigton 98122 206 938 1501 JOEY RESTAURANT GROUP Joey Restaurants/LOCAL Suite 950, One Bentall Centre 505 Burrard Street Vancouver, BC V7X 1 M4 Tel. 604-699-5650 Fax. 604.699.5640 CONSULTANT 2356 REGISTERED ARCHITECT JOHN P. SERKLAND STATE OF WASHINGTON 01/24/18 KEY PLAN PROJECT JOEY SOUTHCENTER 758 SOUTHCENTER MALL TUKWILA WA, UNITED STATES DRAWING NAME ELEVATIONS FRONT OF HOUSE DATE: 10/03/17 PROJECT NO. SCALE: AS NOTED DRAWING NO. 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REVIEW FOR CODE COMPLIANCE APPROVED FEB 02ZQ18 City of Tukwila RECEIVED CITY OF TUKWILA JAN 2 9 2018 PERMIT CENTER CLR 1516 Melrose Ave., Suite 200 Seattle, Washigton 98122 206 938 1501 JOEY RESTAURANT GROUP Joey Restaurants/LOCAL Suite 950, One Bentall Centre 505 Burrard Street Vancouver, BC V7X 1M4 Tel. 604-699-5650 Fax. 604.699.5640 2356 CONSULTANT REGISTERED ARCHITECT JOHN P. SERKLAND STATE OF WASHINGTON 01/24/18 KEY PLAN PROJECT JOEY SOUTHCENTER 758 SOUTHCENTER MALL TUKWILA WA, UNITED STATES DATE: DRAWING NAME ELEVATIONS FRONT OF HOUSE 10/03/17 SCALE: AS NOTED DRAWN BY: JRAE APPROVED BY: JMCBRIDE DRAWING NO. 2 11/10/17 PERMIT SET SVR 1 10/16/17 ISSUE FOR DD PRICING SVR NO. DATE ISSUE DESCRIPTION BY PROJECT JOEY SOUTHCENTER 758 SOUTHCENTER MALL TUKWILA WA, UNITED STATES DATE: DRAWING NAME ELEVATIONS FRONT OF HOUSE 10/03/17 SCALE: AS NOTED DRAWN BY: JRAE APPROVED BY: JMCBRIDE DRAWING NO. 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I// 11 1/ / /�I ( /2 // 1 ELEVATION - SOUTH @ LOUNGE Scale: 1/2" = 1'-0" REFER TO MILLWORK DRAWINGS FOR DETAILS • CV • T7— TYP. 1 PT -1A EXISTING TV & FRAME TO REMAIN ri / / REFER TO ID6.20, ID6.21 FOR BAR DETAILS 1/1/11/1 1 V11//1/11/I 111 //1111/1 1 V11/1/11 II/1 1 111 //11111/11 1 V 11/ 1/I1/Ill VII/1/1/11/1 1 Ulla REVIEWED FOR CODE COMPLIANCE APPROVED FEB 0 2010 City of Tukwila RECEIVED CITY OF TUKWILA JAN 292018 PERMIT CENTER CLR Chin-Ley/Reche 1516 Melrose Ave., Suite 200 Seattle, Washigton 98122 206 938 1501 JOEY RESTAURANT GROUP Joey Restaurants/LOCAL Suite 950, One Bentall Centre 505 Burrard Street Vancouver, BC V7X 1M4 Tel. 604-699-5650 Fax. 604.699.5640 CONSULTANT 2356 REGISTERED ARCHITECT JOHN P. SERKLAND STATE OF WASHINGTON 01/24/18 KEY PLAN PROJECT JOEY SOUTHCENTER 758 SOUTHCENTER MALL TUKVVI LA WA, UNITED STATES DRAWING NAME ELEVATIONS FRONT OF HOUSE DATE: 10/03/17 SCALE: AS NOTED DRAWING NO. DRAWN BY: JRAE APPROVED BY: JMCBRIDE 2 11/10/17 PERMIT SET SVR 1 10/16/17 ISSUE FOR DD PRICING SVR NO. DATE ISSUE DESCRIPTION BY PROJECT JOEY SOUTHCENTER 758 SOUTHCENTER MALL TUKVVI LA WA, UNITED STATES DRAWING NAME ELEVATIONS FRONT OF HOUSE DATE: 10/03/17 SCALE: AS NOTED DRAWING NO. DRAWN BY: JRAE APPROVED BY: JMCBRIDE 22'-101 /2" OPEN TO BEYOND TYP/ TYP. TYP. t T , Li Liu T L 3 ID8.14 TYP. SN -01C) PROVIDE BACKING AS REQUIRED y Li • ZD 1 Li .\Desktop\Package Liquors Sign2.tif 1 ____1_1111•11111111MIIIIIMICANIIMIIIIMIIIIIIN MIME I- 1 i t 1 J 1 1 1 1 I I I 1 I I I I I J —r 1/11/I/1 /11/l 1.!/ 11///1 /11 /1 V 1/111 /11 / 1 1 1 1 1 11 H /1/ 1/ I I l l I/ 11 /III /1 i/ 1 CELEVATION - EAST @ DINING Scale: 1/2" = 1'-0" < TL -4 > TYP. 1 1t1l/1/ /l1/\ Ali 111/11 111 /1 1 1' 11/1/1 /11 11 I V 111/11 / / / -7 / / z- /- / 7 C / i - REFER TO MILLWORK DRAWINGS FOR DETAILS SN -07 PROVIDE BACKING AS REQUIRED 1 1 ELEVATION - EAST @ DINING <WD -3> TYP. ACT -1 TYP. 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( t1 L Li / 1i '/ 1 1 Y 11/1/1/ / 1 1 Y � REFER TO MILLWORK DRAWINGS FOR DETAILS / Tv 11/11/1'11 1 v11/!/1/L GLASS POLISHER <PT -1A REFER TO SERVICE STATION DRAWINGS FOR DETAILS TYP. / 1 / // / 1 1 1 1 1 2 ID8.13 MU -1 MU -1 SOLDIER COURSE AT BASE REVIEWED FOR CODE COMPLIANCE APPROVED FEB 0 a t1'Willa !Pik vAwte.0 RECEIVED CITY OF TUKWILA JAN 2 9 2010 PERMIT CENTER CLR Chin Ley/Reche 1516 Melrose Ave., Suite 200 Seattle, Washigton 98122 206 938 1501 JOEY RESTAURANT GROUP Joey Restaurants/LOCAL Suite 950, One Bentall Centre 505 Burrard Street Vancouver, BC V7X 1M4 Tel. 604-699-5650 Fax. 604.699.5640 2356 CONSULTANT REGISTERED ARCHITECT it • • / JOHN P. SERKLAND STATE OF WASHINGTON 01/24/18 KEY PLAN PROJECT JOEY SOUTHCENTER 758 SOUTHCENTER MALL TUKWI LA WA, UNITED STATES DRAWING NAME ELEVATIONS FRONT OF HOUSE DATE: 10/03/17 PROJECT NO. SCALE: AS NOTED DRAWING NO. DRAWN BY: JRAE APPROVED BY: JMCBRIDE 2 11/10/17 PERMIT SET SVR 1 10/16/17 ISSUE FOR DD PRICING SVR NO. 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DRAWN BY: JRAE APPROVED BY: JMCBRIDE • —TL /\vvv)///,///vvvv1r//////bvv\ /,. o; REFER TO MILLWORK DRAWINGS FOR DETAILS C1) ELEVATION - EAST @ LOUNGE Scale: 1/2" = 1'-0" 1 PT -1A 1 1/11 /1/H /I 1 1111 ISI 10 l r i / / / / / /4/\,...!2}/ I� / / / 1 \\\I//////1vA\ / / 4 •/j// _ L / / tL \ // //11,\ REFER TO MILLWORK DRAWINGS FOR DETAILS 11 / / / , / / / // / / / / <12 / / // 2 V\\I///////1v\\\11///// \\V11////1 ID8.14 c) PT -1A REFER TO SERVICE STATION DRAWINGS FOR DETAILS 1 MU -1 SOLDIER COURSE AT BASE 9 f / / /'/./ /// iii;% 42 j/// ////7 i /, /'/%%/j7.%/i% 1 ////1:A\A\11////1/1/\� �/ 2// :iii//' // / / /// 7/47///� *El REFER TO MILLWORK DRAWINGS FOR DETAILS C2) ELEVATION - EAST @ LOUNGE Scale: 1 /2" = l Scale: 1 /2" = 1'-0" 4 ID8.10 SIM. r11ll ILII///1/11(f 11 fi PT -1A // j I'// /j/'/� / , //7///1/;/,,,,//,4,...r17://////4;;/,/>/////1: / x / / //41./ k / ,f r / /1 7/ / 4 / / / / /// /eJ;j'zif//'/;77)////,‘:/',/;?,:%://1:1;;;7i .//,:/t,//:;:///;.. REFER TO ID6.20, ID6.21 FOR BAR DETAILS I I II I I II I I II I I I I I I I 1 1 I I I I Ili I I I I I I MU -1 MU -1 SOLDIER COURSE AT BASE, TYP. ELEVATION - WEST @ W/C CORRIDOR EXISTING BASE TILE TO REMAIN, TYP. Scale: 1/2" = 1'-0" 10/ / 2 11/10/17 PERMIT SET SVR 1 1 ` 1 D8.20 \ / /\ / SVR NO. DATE ISSUE DESCRIPTION BY TL -3 1 TL -3 > 10 / / 10 OPEN TO BEYOND / \ / \ / \ 8.20 14 flft 20 ELEVATION - WEST @ W/C CORRIDOR EXISTING BASE TILE TO REMAIN, TYP. Scale: 1/2" = 1'-0" EXISTING BASE TILE TO REMAIN ELEVATION - SOUTH @ W/C CORRIDOR Scale: 1/2" = 1'-0" MU -1 SN -05) EDGE OF BOOTH MILLWORK TL -4 SOLDIER COURSE AT BASE 10 / EXISTING DOOR' TO REMAIN (6) ELEVATION - EAST @ W/C CORRIDOR EXISTING BASE TILE TO REMAIN, TYP. Scale: 1/2" = 1'-0" <PT 1 C> SN -03) REVIEWED FOR CODE COMPLIANCE APPROVED FEB 0 2 2010 City of Tukwila RECEIVED CITY OF TUKWILA JAN 292018 PERMIT CENTER 1111111111111 u CLR Chin Ley/Reche 1516 Melrose Ave., Suite 200 Seattle, Washigton 98122 206 9381501 JOEY RESTAURANT STAURA T GROUP Joey Restaurants/LOCAL Suite 950, One Bentall Centre 505 Burrard Street Vancouver, BC V7X 1 M4 Tel. 604-699-5650 Fax. 604.699.5640 2356 CONSULTANT REGISTERED ARCHITECT AI JOHN P. SERKLAND STATE OF WASHINGTON 01/24/18 KEY PLAN 2 11/10/17 PERMIT SET SVR 1 10/16/17 ISSUE FOR DD PRICING SVR NO. DATE ISSUE DESCRIPTION BY TL -3 10 10 i8:21 8.20 / 11 / / D8 20 ' EXISTING D0OR' TO RE ' 14 3/ / 14 / ID8 20 / , I / EXISTING BASE TILE TO REMAIN ELEVATION - SOUTH @ W/C CORRIDOR Scale: 1/2" = 1'-0" MU -1 SN -05) EDGE OF BOOTH MILLWORK TL -4 SOLDIER COURSE AT BASE 10 / EXISTING DOOR' TO REMAIN (6) ELEVATION - EAST @ W/C CORRIDOR EXISTING BASE TILE TO REMAIN, TYP. Scale: 1/2" = 1'-0" <PT 1 C> SN -03) REVIEWED FOR CODE COMPLIANCE APPROVED FEB 0 2 2010 City of Tukwila RECEIVED CITY OF TUKWILA JAN 292018 PERMIT CENTER 1111111111111 u CLR Chin Ley/Reche 1516 Melrose Ave., Suite 200 Seattle, Washigton 98122 206 9381501 JOEY RESTAURANT STAURA T GROUP Joey Restaurants/LOCAL Suite 950, One Bentall Centre 505 Burrard Street Vancouver, BC V7X 1 M4 Tel. 604-699-5650 Fax. 604.699.5640 2356 CONSULTANT REGISTERED ARCHITECT AI JOHN P. SERKLAND STATE OF WASHINGTON 01/24/18 KEY PLAN PROJECT JOEY SOUTHCENTER 758 SOUTHCENTER MALL TUKWILA WA, UNITED STATES DRAWING NAME ELEVATIONS FRONT OF HOUSE DATE: 10/03/17 PROJECT NO. SCALE: AS NOTED DRAWN BY: JRAE APPROVED BY: JMCBRIDE DRAWING NO. 1111111 111 111111 111111111 2 11/10/17 PERMIT SET SVR 1 10/16/17 ISSUE FOR DD PRICING SVR NO. DATE ISSUE DESCRIPTION BY PROJECT JOEY SOUTHCENTER 758 SOUTHCENTER MALL TUKWILA WA, UNITED STATES DRAWING NAME ELEVATIONS FRONT OF HOUSE DATE: 10/03/17 PROJECT NO. SCALE: AS NOTED DRAWN BY: JRAE APPROVED BY: JMCBRIDE DRAWING NO. 1111111 111 111111 111111111 EXISTING WALLTILE TO REMAIN / EXISTING WAL TILE TO REMAIN ELEVATION - EAST @ SERVICE Scale: 1 /2" = 1'-0" ‘\_ EXISTING BASE TILE TO REMAIN REFER TO SERVICE STATION DRAWINGS FOR DETAILS EXISTING BASE TILE TO REMAIN EXISTING METAL KICK AND VENT TO REMAIN cr—..1 PT E . )—.7}',-1 -2 —' fflIN-411 1 V { - \--)-7(1\ ,1.7H -T__- ' . 1 f/ 11/10/17 l SVR 1 10/16/17 ISSUE FOR DD PRICING SVR NO. DATE ISSUE DESCRIPTION BY -\\ , , )t- -,o, \ / / / / / / /� / ' I D8.20 / 8.15 / / /' / / / / //r �'� ;. \ / , / / / ELEVATION - EAST @ SERVICE Scale: 1 /2" = 1'-0" ‘\_ EXISTING BASE TILE TO REMAIN REFER TO SERVICE STATION DRAWINGS FOR DETAILS EXISTING BASE TILE TO REMAIN EXISTING METAL KICK AND VENT TO REMAIN ELEVATION - SOUTH @ PICKUP Scale: 1 /2" = 1'-0" EXISTING BASE TILE TO REMAIN EXISTING BASE TILE TO REMAIN EXISTING WALLTILE TO REMAIN OPEN TO BEYOND EXISTING TILE BASE 7 TO REMAIN CELEVATION - SOUTH @ SERVICE Scale: 1 /2" = 1'-0" XISTING WALLTILE TO REMAIN EXISTING DOOR TO REMAIN ELEVATION - WEST @ PICKUP EXISTING METAL KICK TO REMAIN Scale: 1/2" = 1'-0" EXISTING TILE BASE TO REMAIN REVIEWED FOR CODE COMPLIANCE APPROVED FEB 0P, Z01R elt' a Tenet RECEIVED CITY OF TUKWILA JAN 2 9 2018 PERMIT CENTER CLR Chin Ley/Reche 1516 Melrose Ave., Suite 200 Seattle, Washigton 98122 206 938 1501 JOEY RESTAURANT GROUP Joey Restaurants/LOCAL Suite 950, One Bentall Centre 505 Burrard Street Vancouver, BC V7X 1M4 Tel. 604-699-5650 Fax. 604.699.5640 CONSULTANT 2356 REGISTERED ARCHITECT JOHN P. SERKLAND STATE OF WASHINGTON 01/24/18 KEY PLAN PT -2 —' �— -- f/ 11/10/17 l SVR 1 10/16/17 ISSUE FOR DD PRICING SVR NO. DATE ISSUE DESCRIPTION BY / \ / / / / / / /� / ' I D8.20 / 8.15 / / /' / / / / //r �'� ;. \ / , / / / ,' / / / \10 / / / . I D8.20 \ / // /// // / // / i// / / / / \ / TO BEYOND o OPEN TO / / / / OPEN EXISTING WALLTILE BEYOND / / / // WALLTILE / ' ' / //' /% / / TO REMAIN EXISTING TO REMAIN / / /' / / / ! / j ;/ /'/'/ / // /' / / % / / / / /' / // // / % / / �' / /� / / j� /; / / ; / / / j / \ j / / \ 1 / \ / 10\ ID8.20� TL \ -4/ R A \ \ ELEVATION - SOUTH @ PICKUP Scale: 1 /2" = 1'-0" EXISTING BASE TILE TO REMAIN EXISTING BASE TILE TO REMAIN EXISTING WALLTILE TO REMAIN OPEN TO BEYOND EXISTING TILE BASE 7 TO REMAIN CELEVATION - SOUTH @ SERVICE Scale: 1 /2" = 1'-0" XISTING WALLTILE TO REMAIN EXISTING DOOR TO REMAIN ELEVATION - WEST @ PICKUP EXISTING METAL KICK TO REMAIN Scale: 1/2" = 1'-0" EXISTING TILE BASE TO REMAIN REVIEWED FOR CODE COMPLIANCE APPROVED FEB 0P, Z01R elt' a Tenet RECEIVED CITY OF TUKWILA JAN 2 9 2018 PERMIT CENTER CLR Chin Ley/Reche 1516 Melrose Ave., Suite 200 Seattle, Washigton 98122 206 938 1501 JOEY RESTAURANT GROUP Joey Restaurants/LOCAL Suite 950, One Bentall Centre 505 Burrard Street Vancouver, BC V7X 1M4 Tel. 604-699-5650 Fax. 604.699.5640 CONSULTANT 2356 REGISTERED ARCHITECT JOHN P. SERKLAND STATE OF WASHINGTON 01/24/18 KEY PLAN PROJECT JOEY SOUTHCENTER 758 SOUTHCENTER MALL TUKW1 LA WA, UNITED STATES DRAWING NAME ELEVATIONS BACK OF HOUSE DATE: 10/03/17 PROJECT NO. SCALE: AS NOTED DRAWN BY: JRAE APPROVED BY: JMCBRIDE DRAWING NO. mamio land 2 11/10/17 PERMIT SET SVR 1 10/16/17 ISSUE FOR DD PRICING SVR NO. DATE ISSUE DESCRIPTION BY PROJECT JOEY SOUTHCENTER 758 SOUTHCENTER MALL TUKW1 LA WA, UNITED STATES DRAWING NAME ELEVATIONS BACK OF HOUSE DATE: 10/03/17 PROJECT NO. SCALE: AS NOTED DRAWN BY: JRAE APPROVED BY: JMCBRIDE DRAWING NO. mamio land ON -010 M ELEVATION - EXTERIOR / J CJ/ 7/ Scale: 1/4" = 1'-0" 2L,1 \ \\\\ \ \\ \ \\ \\\ \ N / ❑i ❑ J OEY S UTHCENTE 15'-0" r1 7C A i i° �\ 1 / .! i 7/7 C '7 l 7/ 111 1 / )cm) // / II ❑I lI I❑I 77 /// / // /r / // / / / / /// _./ // / // -J B ELEVATION - EXTERIOR Scale: 1 /4" = 1 '-0" N-01P�1 REVIEWED FOR CODE COMPLIANCE APPROVED FEB 02MiO RECEIVED CITY OF TUUKWILA JAN 2 9 2018 PERMIT CENTER CLR Chin Ley/Reche 1516 Melrose Ave., Suite 200 Seattle, Washigton 98122 206 938 1501 JOEY RESTAURANT GROUP Joey Restaurants/LOCAL Suite 950, One Bentall Centre 505 Burrard Street Vancouver, BC V7X 1M4 Tel. 604-699-5650 Fax. 604.699.5640 CONSULTANT 2356 REGISTERED ARCHITECT JOHN P. SERKLAND STATE OF WASHINGTON 01/24/18 KEY PLAN PROJECT JOEY SOUTHCENTER 758 SOUTHCENTER MALL TUKWILA WA, UNITED STATES DRAWING NAME ELEVATION EXTERIOR DATE: 10/03/17 PROJECT NO. SCALE: AS NOTED DRAWN BY: JRAE APPROVED BY: JMCBRIDE DRAWING NO. 2 11/10/17 PERMIT SET SVR 1 10/16/17 ISSUE FOR DD PRICING SVR NO. DATE ISSUE DESCRIPTION BY PROJECT JOEY SOUTHCENTER 758 SOUTHCENTER MALL TUKWILA WA, UNITED STATES DRAWING NAME ELEVATION EXTERIOR DATE: 10/03/17 PROJECT NO. SCALE: AS NOTED DRAWN BY: JRAE APPROVED BY: JMCBRIDE DRAWING NO. 2 11/10/17 PERMIT SET SVR 1 10/16/17 ISSUE FOR DD PRICING SVR NO. DATE ISSUE DESCRIPTION BY • • 1 • PLAN - WINE WALL Scale: 1 1/2" = 1'-0" FRONT OF CASE MM -1 DOOR FRAME 1 • • al • 1 CUSTOM PULL LED AROUND INTERIOR PERIMETER OF DOOR 1 LO / / // CV L f▪ ) / / / / / / /' / / j - / / / / / / f 7 / / / / 1 1 1 1 1 1 I I/ I I I 1 / / / /____ / / / / / /. / / / / / ELEVATION WINE WALL Scale: 1 1/2" = 1'-0" MM -3 6" METAL KICK MM -1 DOOR FRAME O / / / / / / / / / / / / / / 7: / / MM -1 CUSTOM PULL / / / / // / / / / / / 7 / / / / -7 / / / / / / / /. /// / / / / // / / / / / / /7 / // / / /_ / / / / i/ / / / /.. / / / / / / / / / / / / / / / j - - / EXISTING KEYED LOCK FOR ALL DOORS TO BE RE -USED, TYP. / /f L -4A LED AROUND INTERIOR PERIMETER OF DOOR 1 1 1 1 1 1 1 1 1 1 \ O N 15 1/2" INSIDE DIM. / Zo X IIIIIIIIIIiIIiIIIIICIIIIIIIIIIIIIIIIIIIIIIIIilllllllllllllllllll Il111111111111111111111111111111111111111111111lilt ) 0) �a (0)10-Y-0-) ioa ( ) ( o / 0 c_-;) o ) 1-0-) o 1 1 (7-2-3 ) (70 ) 10-7) 0 0)'000) (0)10('-0-) 1:C/ CO) nn(o)( ) 1 X)( MM -3 METAL BASE MM -3 DOOR FRAME REMOVABLE METAL CEILING GRATE LINEAR LED LIGHTING ON INTERIOR OF DOOR EXISTING WINE RACKING TO REMAIN CUSTOM PULL. BOTTOM 6" TO BE FINISHED IN MATTE FINISH Zo EXISTING INTERIOR CABINET FINISH TO R LINEAR LED LIGHTING DOOR FRAME MAIN SECTION - WINE WALL REVIEWED FOR CODE COMPLIANCE APPROVED FEB 0 • City of fukwiia RECEIVED CITY OF TUKWILA JAN 2 9 2018 PERMIT CENTER CLR Chin-Ley/Reche 1516 Melrose Ave., Suite 200 Seattle, Washigton 98122 206 938 1501 JOEY RESTAURANT GROUP Joey Restaurants/LOCAL Suite 950, One Bentall Centre 505 Burrard Street Vancouver, BC V7X 1M4 Tel. 604-699-5650 Fax. 604.699.5640 2356 CONSULTANT REGISTERED ARCHITECT JOHN P. SERKLAND STATE OF WASHINGTON 01/24/18 KEY PLAN PROJECT JOEY SOUTHCENTER 758 SOUTHCENTER MALL TUKWILA WA, UNITED STATES DRAWING NAME CONSTRUCTION DETAILS DATE: 10/03/17 PROJECT NO. SCALE: AS NOTED DRAWN BY: JRAE APPROVED BY: MCBRIDE DRAWING NO. 2 11/10/17 PERMIT SET SVR 1 10/16/17 ISSUE FOR DD PRICING SVR NO. DATE ISSUE DESCRIPTION BY PROJECT JOEY SOUTHCENTER 758 SOUTHCENTER MALL TUKWILA WA, UNITED STATES DRAWING NAME CONSTRUCTION DETAILS DATE: 10/03/17 PROJECT NO. SCALE: AS NOTED DRAWN BY: JRAE APPROVED BY: MCBRIDE DRAWING NO. i 4 7/8" WOOD TO BE CUT AROUND EXISTING BAR COUNTER TOP BLOCKING AS REQ'D CO PLYWOOD SUBSTRATE PAINTED [PT -1B] RECLAIMED HEMLOCK \\\ \1\1\1\\ \\1\l\\i\ \\\ \\ 1.1\\\\\ \ opPLAN - WOOD CLAD COLUMN @ BAR Scale: 1 1 /�" _ Scale: 1 1 /2" = 1'-0" STEELANGLE SET, TYP. 1/4" / < WD -4 > RECLAIMED HEMLOCK MM -7> STEELANGLE SET, TYP. EXISTING BAR WALL, COUNTER TOP, AND FOOT RAIL TO REMAIN / /// // /i / // ''/'/ / /// / % / %//' / / , //, / / //" / , ''� %' / / // ' �' /, / / /i // / ;/ // / ELEVATION - WOOD CLAD COLUMN @ BAR Scale: 1 1I2" = 1'-0" EXISTING TILE BASE TO REMAIN 24 7/8" P SCRIBE TO UNDERSIDE OF EXISTING BULKHEAD AND CEILING I / / / / / // / / — < WD -4 > RECLAIMED HEMLOCK /<MM -7> STEELANGLE SET, TYP. EXISTING BAR WALL, COUNTER TOP, AND FOOT RAIL TO REMAIN ELEVATION - WOOD CLAD COLUMN @ BAR Scale: 1 1 /2" = l' Scale: 1 1 /2" = 1 '-0" EXISTING TILE BASE TO REMAIN SCRIBE TO UNDERSIDE OF EXISTING BULKHEAD WD -4 RECLAIMED HEMLOCK MM -7 STEELANGLE SET, TYP. EXISTING BAR WALL, COUNTERTOP, AND BAR EQUIPMENT TO REMAIN / /ii;, //,//// /4, MM -6 METAL CAP TO COVER EXISTING WOOD CLADDING EXISTING METAL BACKSPLASH TO REMAIN EXISTING WOOD CLADDING AND TILE BASE TO REMAIN UNDER BAR EQUIPMENT COUNTER Czn. ELEVATION - WOOD CLAD COLUMN @ BAR Scale: 1 1 /2" = 1' Scale: 1 1 /2" = 1'-0" 25 3/4" v M \1\1\\Isl\l\1\1\,\\\\�\\11\l\1\\1\,\\\ lel I.vv vvv�Lllvylvvyvvlvivvvv vVvcvv11v PLAN - WOOD CLAD COLUMN @ DINING Scale: 1 1 /2" _ Scale: 1 1 /2" = l'-0" PLYWOOD_SUBSTRATE PAINTED [PT -1B] WD -4,> RECLAIMED HEMLOCK (MM -7 > STEELANGLE SET, TYP. 25 3/4" co N .Aj1\\ \!.A\ 1\Wj\\\�l\R\)\l\mV\\\N \\\\\\\1Vv,A`,A\VAA`A\\l\V`!,vA\Vv,\ \11v1V`A\\V`�_ PI YWODD SUBSIRATF PAINTED [PT -1B] WD -4 RECLAIMED HEMLOCK STEELANGLE SET, TYP. C6) PLAN - WOOD CLAD COLUMN @ DINING Scale: 1 1/2" Scale: 1 1 /2" = 1'-0" 25 3/4" SCRIBE TO UNDERSIDE OF EXISTING CEILING < WD -4 > RECLAIMED HEMLOCK <MM -7> STEELANGLE SET, TYP. SEE BOOTH DRAWINGS FOR GLAZING DETAILS 2" / / SCRIBE TO TOP OF NEW / MILLWORK BOOTHS CONCRETE COLUMN CONTINUES BELOW MILLWORK (7) ELEVATION - WOOD CLAD COLUMN @ DINING Scale: 1 1/2" = 1'-0" BRICK VENEER OR 3D BRICK AS SPECIFIED; REFER TO ELEVATIONS rn N STEEL STUD FRAMING AS REQ'D -PLYWOOD SUBSTRATE PAINTED BLACK BRICK VENEER, TYP. SECTION - BRICK CLAD COLUMN @ DINING Scale: 3" = 1'-0' Scale: 3" = 1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED FEB 02 HID C a► Tukwila RECEIVED CITY OF TUKWILA JAN 292018 PERMIT CENTER CLR Chin Ley/Reche 1516 Melrose Ave., Suite 200 Seattle, Washigton 98122 206 938 1501 JOEY RESTAURANT GROUP Joey Restaurants/LOCAL Suite 950, One Bentall Centre 505 Burrard Street Vancouver, BC V7X 1M4 Tel. 604-699-5650 Fax. 604.699.5640 CONSULTANT 2356 REGISTERED ARCHITECT JOHN P. SERKLAND STATE OF WASHINGTON 01/24/18 KEY PLAN \1X I \\ Ii 1 it I! i i I I h +'n ' 11 ''� \ ` 1 I ILII / Irl I i i I, i I \ I I �r I I SCRIBE TO UNDERSIDE OF EXISTING CEILING / < WD -4 > RECLAIMED HEMLOCK MM -7> STEELANGLE SET, TYP. EXISTING BAR WALL, COUNTER TOP, AND FOOT RAIL TO REMAIN / /// // /i / // ''/'/ / /// / % / %//' / / , //, / / //" / , ''� %' / / // ' �' /, / / /i // / ;/ // / ELEVATION - WOOD CLAD COLUMN @ BAR Scale: 1 1I2" = 1'-0" EXISTING TILE BASE TO REMAIN 24 7/8" P SCRIBE TO UNDERSIDE OF EXISTING BULKHEAD AND CEILING I / / / / / // / / — < WD -4 > RECLAIMED HEMLOCK /<MM -7> STEELANGLE SET, TYP. EXISTING BAR WALL, COUNTER TOP, AND FOOT RAIL TO REMAIN ELEVATION - WOOD CLAD COLUMN @ BAR Scale: 1 1 /2" = l' Scale: 1 1 /2" = 1 '-0" EXISTING TILE BASE TO REMAIN SCRIBE TO UNDERSIDE OF EXISTING BULKHEAD WD -4 RECLAIMED HEMLOCK MM -7 STEELANGLE SET, TYP. EXISTING BAR WALL, COUNTERTOP, AND BAR EQUIPMENT TO REMAIN / /ii;, //,//// /4, MM -6 METAL CAP TO COVER EXISTING WOOD CLADDING EXISTING METAL BACKSPLASH TO REMAIN EXISTING WOOD CLADDING AND TILE BASE TO REMAIN UNDER BAR EQUIPMENT COUNTER Czn. ELEVATION - WOOD CLAD COLUMN @ BAR Scale: 1 1 /2" = 1' Scale: 1 1 /2" = 1'-0" 25 3/4" v M \1\1\\Isl\l\1\1\,\\\\�\\11\l\1\\1\,\\\ lel I.vv vvv�Lllvylvvyvvlvivvvv vVvcvv11v PLAN - WOOD CLAD COLUMN @ DINING Scale: 1 1 /2" _ Scale: 1 1 /2" = l'-0" PLYWOOD_SUBSTRATE PAINTED [PT -1B] WD -4,> RECLAIMED HEMLOCK (MM -7 > STEELANGLE SET, TYP. 25 3/4" co N .Aj1\\ \!.A\ 1\Wj\\\�l\R\)\l\mV\\\N \\\\\\\1Vv,A`,A\VAA`A\\l\V`!,vA\Vv,\ \11v1V`A\\V`�_ PI YWODD SUBSIRATF PAINTED [PT -1B] WD -4 RECLAIMED HEMLOCK STEELANGLE SET, TYP. C6) PLAN - WOOD CLAD COLUMN @ DINING Scale: 1 1/2" Scale: 1 1 /2" = 1'-0" 25 3/4" SCRIBE TO UNDERSIDE OF EXISTING CEILING < WD -4 > RECLAIMED HEMLOCK <MM -7> STEELANGLE SET, TYP. SEE BOOTH DRAWINGS FOR GLAZING DETAILS 2" / / SCRIBE TO TOP OF NEW / MILLWORK BOOTHS CONCRETE COLUMN CONTINUES BELOW MILLWORK (7) ELEVATION - WOOD CLAD COLUMN @ DINING Scale: 1 1/2" = 1'-0" BRICK VENEER OR 3D BRICK AS SPECIFIED; REFER TO ELEVATIONS rn N STEEL STUD FRAMING AS REQ'D -PLYWOOD SUBSTRATE PAINTED BLACK BRICK VENEER, TYP. SECTION - BRICK CLAD COLUMN @ DINING Scale: 3" = 1'-0' Scale: 3" = 1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED FEB 02 HID C a► Tukwila RECEIVED CITY OF TUKWILA JAN 292018 PERMIT CENTER CLR Chin Ley/Reche 1516 Melrose Ave., Suite 200 Seattle, Washigton 98122 206 938 1501 JOEY RESTAURANT GROUP Joey Restaurants/LOCAL Suite 950, One Bentall Centre 505 Burrard Street Vancouver, BC V7X 1M4 Tel. 604-699-5650 Fax. 604.699.5640 CONSULTANT 2356 REGISTERED ARCHITECT JOHN P. SERKLAND STATE OF WASHINGTON 01/24/18 KEY PLAN PROJECT JOEY SOUTHCENTER 758 SOUTHCENTER MALL TUKWILA WA, UNITED STATES DRAWING NAME CONSTRUCTION DETAILS DATE: 10/03/17 PROJECT NO. SCALE: AS NOTED DRAWN BY: JRAE APPROVED BY: JMCBRIDE DRAWING NO. 1D812 OM 1111111111 1111111111 2 11/10/17 PERMIT SET SVR 1 10/16/17 ISSUE FOR DD PRICING SVR NO. DATE ISSUE DESCRIPTION BY PROJECT JOEY SOUTHCENTER 758 SOUTHCENTER MALL TUKWILA WA, UNITED STATES DRAWING NAME CONSTRUCTION DETAILS DATE: 10/03/17 PROJECT NO. SCALE: AS NOTED DRAWN BY: JRAE APPROVED BY: JMCBRIDE DRAWING NO. 1D812 OM 1111111111 1111111111 110" 21/2" r i 3/4" TYP. EQ. f, EQ. EQ. EQ. EQ. / if if if / ID8.15 i o Numi PLAN - GLAZING WALL @ ENTRY Scale: 1 1/2" = 1'-0" 2 1/2" MM -3 METAL FRAME & MULLIONS GL -4 ELEVATION - GLAZING WALL @ ENTRY Scale: 1 1/T = 1'-0" 2356 s ,La REGISTERED ARCHITECT JOHN P. SERKLAND STATE OF WASHINGTON 01/24/18 IDE OF NEW L CEILING RAME & IS MM -3 6" METAL KICK REVIEWED FOR CODE COMPLIANCE APPROVED FEB 0 ZO1D City of Tukwila BwLDrr<r1 �i1 I RECEIVED CITY OF TUKWILA JAN 2 9 2018 PERMIT CENTER CLR Chin Ley/Reche 1516 Melrose Ave., Suite 200 Seattle, Washigton 98122 206 938 1501 JOEY RESTAURANT GROUP Joey Restaurants/LOCAL Suite 950, One Bentall Centre 505 Burrard Street Vancouver, BC V7X 1M4 Tel. 604-699-5650 Fax. 604.699.5640 CONSULTANT 2356 REGISTERED ARCHITECT JOHN P. SERKLAND STATE OF WASHINGTON 01/24/18 KEY PLAN 3 ID8.15 2 11/10/17 PERMIT SET SVR 1 10/16/17 ISSUE FOR DD PRICING SVR NO. DATE ISSUE DESCRIPTION BY / i // \ / ;; / / UNDER: DRYWA i //i /// /' // /// / g "/ / / i / w i i i i i/ i / /' /' i / / / \ / / / / / /' / < MM -3 i / /i ; /- / METAL f MULLIO / , / / ' /'' /• r' ' / / / / / / ;� / / / i / / / / % // / / / /' / / / / ; / / ! �/ / / / / // / / / /" / / // ,, / / / / /�/ / / / i / / , / / / / / / / ,/ w / / / / / / / /// / / / c., / / / .-4 i / j ;G / / / / / // /' / // // / // // /"/ " / /// / / ,// /. ' / / / / //// /!' / // / / /; i / /, i i % / % i / / / / / / /' / / j / / // / // // /// / ; / / / . /7/ / / / / / w / / /i / / / / // ,/ / / / / / j / / / / / / / /� / / / / / / N \ I ELEVATION - GLAZING WALL @ ENTRY Scale: 1 1/T = 1'-0" 2356 s ,La REGISTERED ARCHITECT JOHN P. SERKLAND STATE OF WASHINGTON 01/24/18 IDE OF NEW L CEILING RAME & IS MM -3 6" METAL KICK REVIEWED FOR CODE COMPLIANCE APPROVED FEB 0 ZO1D City of Tukwila BwLDrr<r1 �i1 I RECEIVED CITY OF TUKWILA JAN 2 9 2018 PERMIT CENTER CLR Chin Ley/Reche 1516 Melrose Ave., Suite 200 Seattle, Washigton 98122 206 938 1501 JOEY RESTAURANT GROUP Joey Restaurants/LOCAL Suite 950, One Bentall Centre 505 Burrard Street Vancouver, BC V7X 1M4 Tel. 604-699-5650 Fax. 604.699.5640 CONSULTANT 2356 REGISTERED ARCHITECT JOHN P. SERKLAND STATE OF WASHINGTON 01/24/18 KEY PLAN PROJECT JOEY SOUTHCENTER 758 SOUTHCENTER MALL TUKWILA WA, UNITED STATES DRAWING NAME CONSTRUCTION DETAILS DATE: 10/03/17 SCALE: AS NOTED DRAWING NO. DRAWN BY: JRAE APPROVED BY: JMCBRIDE 1D8 3 2 11/10/17 PERMIT SET SVR 1 10/16/17 ISSUE FOR DD PRICING SVR NO. DATE ISSUE DESCRIPTION BY PROJECT JOEY SOUTHCENTER 758 SOUTHCENTER MALL TUKWILA WA, UNITED STATES DRAWING NAME CONSTRUCTION DETAILS DATE: 10/03/17 SCALE: AS NOTED DRAWING NO. DRAWN BY: JRAE APPROVED BY: JMCBRIDE 1D8 3 i 298" 2 1/2" / LC) yv EQ. 3/4" TYP. EQ. EQ. if EQ. i EQ. 11 -EQ: 1 EQ. 11 EQ:- if EQ. EQ. EQ: EQ. / EQ. / 2 1/2" / PLAN - GLAZING WALL @ BOOTHS Scale: 1 1 /2" = 1'-0" MM -3 > METAL FRAME & MULLIONS GL -2 > ELEVATION - GLAZING WALL @ BOOTHS Scale: 1 1 /2" = 1'-0" ACT --1 > NEWACOUSTIC TILES INSTALLED INTO EXISTING T -BAR MAINRUNNER HANGER WIRE ATTACHED TO EXISTING T -BAR MAINRUNNER AS PER MANUFACTURER'S RECOMMENDATIONS 15/16" HD T -BAR MAINRUNNER, NO ACOUSTIC TILES WALLANGLEAND FASTENER ENGINEERED PLYWOOD CROSSPIECE BACKER BY 9WOOD, CLASS A FIRE RATED WD -3 > WOOD GRILLE BY 9WOOD CLASS A FIRE RATED GWB CEILIN co 3/4" REVEAL 11! C /1/ JJ 114'i, 3DETAIL - WOOD SLAT CEILING Scale: 3" = l'-0" ACT 1 > NEW ACOUSTIC TILES INSTALLED INTO EXISTING T -BAR MAINRUNNER HANGER WIRE ATTACHED TO EXISTING T -BAR MAINRUNNER AS PER MANUFACTURER'S RECOMMENDATIONS 15/16" HD T -BAR MAINRUNNER, NO ACOUSTIC TILES WALLANGLEAND FASTENER ENGINEERED PLYWOOD CROSSPIECE BACKER BY 9WOOD, CLASS A FIRE RATED WD -3 > WOOD GRILLE BY 9WOOD CLASS A FIRE RATED GWB CEILIN 0 0 0 (1) w 0 0 LO 3/4" REVEAL CL -1) DETAIL - WOOD SLAT CEILING Scale: 3" = 1'-0" REVIEWED FOR .CODE COMPLIANCE APPROVED FM 0 g 2015 Ci of Tukwila RECEIVED CITY OF TUKWILA JAN 2 9 2818 PERMIT CENTER CLR Chin Ley/Reche 1516 Melrose Ave., Suite 200 Seattle, Washigton 98122 206 938 1501 NORTH JOEY RESTAURANT GROUP Joey Restaurants/LOCAL Suite 950, One Bentall Centre 505 Burrard Street Vancouver, BC V7X 1M4 Tel. 604-699-5650 Fax. 604.699.5640 2356 REGISTERED ARCHITECT JOHN P. SERKLAND STATE OF WASHINGTON 01/24/18 KEY PLAN UNDERSIDE OF NEW DRYWALL BULKHEAD 8 2017-01-24 ISSUE FOR PERMIT REVISION 1 SVR 7 2017-11-27 ISSUE FOR TENDER COORD SVR / / i // / / / / 2017-11-10 /// , / / / / // SVR / // i / / / /// / 2017-10-11 / / / % / % / // SVR % / , / // / / / / / 2017-09-25 % / // / / 7 / // / / / / /. JR %z, // / // / 2017-08-28 / / // / /' / // / / JR /i/ / / //// // / / / / / / / // j 2017-07-25 / / / / / / / / // JR / // i / / / / / / / 2017-07-17 •/ / / / / / / / / j / /j JR / ji / / / ISSUE DESCRIPTION <MM -3>/ % � ;/ , / // / // / ! / / / / / / / ' ! / / / i // / % / //// // �/ / j/ / /j METAL FRA ME & MULLIONS / / / // / / i- / /// / / / / / / / / / / / // / / / / / / / / / / ' / / / / // // / i / // / /7 / // / / / / / / // / %� / ./ /// / / // / / / / / / / /� « / / / %/ // - / / / / / / / / / / /// // / // - %/ / / / / / /. / / / i i / // / // / / / // / / / //� / / / / / //; i / // / / / / . / // / ✓ % / / / / / / / / / i /% / / / /'/ ' / // / / '. // / / % % / 7 / / /� / / / / / /% / / / / / / / / / / / / / / / / / / / / / / /' / / /' / /�/ / /%y j/ V / ., // /� // /+ / / / 7 V / / / /' / /� / / 1 % � l I � I ( i I i I I-� I �- I I I I �-- I, I I 1 1 1 I 1 I 1 1 I I ELEVATION - GLAZING WALL @ BOOTHS Scale: 1 1 /2" = 1'-0" ACT --1 > NEWACOUSTIC TILES INSTALLED INTO EXISTING T -BAR MAINRUNNER HANGER WIRE ATTACHED TO EXISTING T -BAR MAINRUNNER AS PER MANUFACTURER'S RECOMMENDATIONS 15/16" HD T -BAR MAINRUNNER, NO ACOUSTIC TILES WALLANGLEAND FASTENER ENGINEERED PLYWOOD CROSSPIECE BACKER BY 9WOOD, CLASS A FIRE RATED WD -3 > WOOD GRILLE BY 9WOOD CLASS A FIRE RATED GWB CEILIN co 3/4" REVEAL 11! C /1/ JJ 114'i, 3DETAIL - WOOD SLAT CEILING Scale: 3" = l'-0" ACT 1 > NEW ACOUSTIC TILES INSTALLED INTO EXISTING T -BAR MAINRUNNER HANGER WIRE ATTACHED TO EXISTING T -BAR MAINRUNNER AS PER MANUFACTURER'S RECOMMENDATIONS 15/16" HD T -BAR MAINRUNNER, NO ACOUSTIC TILES WALLANGLEAND FASTENER ENGINEERED PLYWOOD CROSSPIECE BACKER BY 9WOOD, CLASS A FIRE RATED WD -3 > WOOD GRILLE BY 9WOOD CLASS A FIRE RATED GWB CEILIN 0 0 0 (1) w 0 0 LO 3/4" REVEAL CL -1) DETAIL - WOOD SLAT CEILING Scale: 3" = 1'-0" REVIEWED FOR .CODE COMPLIANCE APPROVED FM 0 g 2015 Ci of Tukwila RECEIVED CITY OF TUKWILA JAN 2 9 2818 PERMIT CENTER CLR Chin Ley/Reche 1516 Melrose Ave., Suite 200 Seattle, Washigton 98122 206 938 1501 NORTH JOEY RESTAURANT GROUP Joey Restaurants/LOCAL Suite 950, One Bentall Centre 505 Burrard Street Vancouver, BC V7X 1M4 Tel. 604-699-5650 Fax. 604.699.5640 2356 REGISTERED ARCHITECT JOHN P. SERKLAND STATE OF WASHINGTON 01/24/18 KEY PLAN PROJECT JOEY SOUTHCENTER 758 SOUTHCENTER MALL TUKWILA WA, UNITED STATES DRAWING NAME CONSTRUCTION DETAILS DATE: 10/03/17 PROJECT NO. SCALE: AS NOTED DRAWN BY: JRAE APPROVED BY: JMCBRIDE DRAWING NO. 11111011111111 11114 8 2017-01-24 ISSUE FOR PERMIT REVISION 1 SVR 7 2017-11-27 ISSUE FOR TENDER COORD SVR 6 2017-11-10 ISSUE FOR BUILDING PERMIT SVR 5 2017-10-11 ISSUE FOR LANDLORD REVIEW SVR 4 2017-09-25 ISSUE FOR CONSULTANT COORD JR 3 2017-08-28 ISSUE FOR CONSULTANT COORD JR 2 2017-07-25 ISSUE FOR SCHEMATIC PRICING JR 1 2017-07-17 ISSUE FOR HIGH LEVEL REVIEW JR NO. DATE ISSUE DESCRIPTION BY PROJECT JOEY SOUTHCENTER 758 SOUTHCENTER MALL TUKWILA WA, UNITED STATES DRAWING NAME CONSTRUCTION DETAILS DATE: 10/03/17 PROJECT NO. SCALE: AS NOTED DRAWN BY: JRAE APPROVED BY: JMCBRIDE DRAWING NO. 11111011111111 11114 227 1/2" PLAN -GLAZING WALL @ KITCHEN Scale: 1 1/7' Scale: 1 1 /2” = 1'-0" METAL FRAME & MULLIONS <GL -2> i 3/4" TYP. � EQ. f�, EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. CV 0 if21/2', , if o 0 o„�� o o o o o o �� o 0 0 0 o o,�.o, 0 PLAN -GLAZING WALL @ KITCHEN Scale: 1 1/7' Scale: 1 1 /2” = 1'-0" METAL FRAME & MULLIONS <GL -2> _ -- CV 0 / �' / / / / i /1 / / / 11/10/17 PERMIT SET 1 10/16/17 / // /// / / / i SVR / / /i' / DATE / / /� // BY i / 4 ; / / / %/ / / / % / // / / / //// /� / /% / / , / // // / / / / j // ' //// / i // // / /� / / / ® %/ / / % % i UNDERSIDE C DRYWALL BUI / / / •/ / / / 7/ / / / / % // / / j / / / / / < MM -3/ METAL FR/ MULLION;// / / / / / ' / / / / / / /� / / / ' i/ / / / / / . /: 7 / / / / / % j / / / / j // i� / / / / i / / / / / / i / / / / / / / / // / / / // / % 2 / / / / / / / / / / / /' /' // /�/ / // / i / / j // / 7 / / / / /'' // / j 7/ / i / // / /7 // / / /i / / // / // / ///// / / /'/ / // /// / / / // 7 / / / / / // / / / / / / // / / // / 5 i /� / /' / /. / /` / ; i / % % / / / ID8.15 % / i, / ' MM -6 METAL CC 10 �TL-3� ID8.20 TYP. TL -4 ELEVATION - GLAZING WALL @ KITCHEN Scale: 1 1/T = 1'-0" FNEW KHEAD ME & RNER GUAM 21 SECTION -GLAZING WALL 2� • 1- 0 02.1/4- >- 7\ 7/ 0 0 GL -2 2' CV N Scale: 3" = 1'-0" GL -2 MM -3> PAINT AS SCHEDULED CSECTION - TILE HEADER 21, 6,..._______< TL -3 SCHLUTER - JOLLY PLEASE COORDINATE FINISH TO MATCH TILE >- 1- 0 Scale: 3" = 1'-0" GL -2 0 o • la; C6) SECTION - TILE BASE Scale: 3" = 1'-0" GL -2 MM -3> SCHLUTER - JOLLY PLEASE COORDINATE FINISH TO MATCH TILE TL -3 REVIEWED FOR CODE COMPLIANCE APPROVED FEB0 2 2018 a Tukwila RECEIVED CITY OF TUU KWILA JAN 2 9 2018 PERMIT CENTER CLR Chin Ley/Reche 1516 Melrose Ave., Suite 200 Seattle, Washigton 98122 206 938 1501 JOEY RESTAURANT GROUP Joey Restaurants/LOCAL Suite 950, One Bentall Centre 505 Burrard Street Vancouver, BC V7X 1M4 Tel. 604-699-5650 Fax. 604.699.5640 CONSULTANT 2356 REGISTERED ARCHITECT JOHN P. SERKLAND STATE OF WASHINGTON 01/24/18 KEY PLAN PROJECT JOEY SOUTHCENTER 758 SOUTHCENTER MALL TUKWILA WA, UNITED STATES DRAWING NAME CONSTRUCTION DETAILS DATE: 10/03/17 PROJECT NO. SCALE: AS NOTED DRAWN BY: JRAE APPROVED BY: JMCBRIDE DRAWING NO. 2 11/10/17 PERMIT SET SVR 1 10/16/17 ISSUE FOR DD PRICING SVR NO. DATE ISSUE DESCRIPTION BY PROJECT JOEY SOUTHCENTER 758 SOUTHCENTER MALL TUKWILA WA, UNITED STATES DRAWING NAME CONSTRUCTION DETAILS DATE: 10/03/17 PROJECT NO. SCALE: AS NOTED DRAWN BY: JRAE APPROVED BY: JMCBRIDE DRAWING NO. THIN BRICK VENEER L -5B LINEAR LED LIGHTING MU -2 SOLID BRICK IN 3D PATTERN 6<i/f6' MU -1 THIN BRICK VENEER w I D8.16 2 1D8.16 SOLID BRICK IN 3D PATTERN EQ. ■ ME ■ MINIM MI= 1.v■■■.1 IMIMEMIN \ MINIMIMMIIMINIM W.'11n=11.1 ' NM= likumr.1.111.11111MINE -H- H— +—F EQ. ( MU -1 THIN BRICK VENEER CO N LL 10" 73 1/16" 95/16" 94 1/4" 7" 274 3/8" 67 1/16" i V.I.F. CELEVATION - EXTENT OF 3D BRICK @ DINING Scale: 1 1 /2" = 1'-0" Scale: 1 1 /2" = 1'-0" 1 3/4" ti ti WINE WALL BEYOND MU -1 THIN BRICK VEN EER COLUMN BEYONb <MU -2> SOLID BRICK IN 3D PATTERN <M1 2> FULL BRICK TO SIT FLAT AT BOOM EDGE L -5B LINEAR LED ( i� /� SECTION - 3D BRICK @ DINING Scale: 1 1/2" = 1'-0" • MU -1 THIN BRICK VENEER COLUMN BEYOND MM -3 1/4" STEEL ANGLE HARDWARE BAR FASTENED TO SUPPORT BACKING IN WALL, SPEC TBD WELDED HANGING HARDWARE VINTAGE NEON SIGN :LOCKING AS REQ'D ODDETAIL - METAL PAN @ DINING Scale: 3" = 1'-0" THIN GAUGE STEEL BACKER PLATE <MU -2> SOLID BRICK IN 3D PATTERN REVIEWED FOR CODE COMPLIANCE APPROVED FEB 0a MO City of TuktI BU CITY OF TU K BI LA JAN 29 208 PERMIT C . NTER CLR Chin Ley/Reche 1516 Melrose Ave., Suite 200 Seattle, Washigton 98122 206 938 1501 JOEY RESTAURANT GROUP Joey Restaurants/LOCAL Suite 950, One Bentall Centre 505 Burrard Street Vancouver, BC V7X 1M4 Tel. 604-699-5650 Fax. 604.699.5640 CONSULTANT 2356 REGISTERED ARCHITECT JOHN P. SERKLAND STATE OF WASHINGTON 01/24/18 KEY PLAN i 72" cor MM -3>\ METAL PAN 2 11/10/17 PERMIT SET SVR 1 10/16/17 ISSUE FOR DD PRICING SVR NO. DATE ISSUE DESCRIPTION BY EQ. ( MU -1 THIN BRICK VENEER CO N LL 10" 73 1/16" 95/16" 94 1/4" 7" 274 3/8" 67 1/16" i V.I.F. CELEVATION - EXTENT OF 3D BRICK @ DINING Scale: 1 1 /2" = 1'-0" Scale: 1 1 /2" = 1'-0" 1 3/4" ti ti WINE WALL BEYOND MU -1 THIN BRICK VEN EER COLUMN BEYONb <MU -2> SOLID BRICK IN 3D PATTERN <M1 2> FULL BRICK TO SIT FLAT AT BOOM EDGE L -5B LINEAR LED ( i� /� SECTION - 3D BRICK @ DINING Scale: 1 1/2" = 1'-0" • MU -1 THIN BRICK VENEER COLUMN BEYOND MM -3 1/4" STEEL ANGLE HARDWARE BAR FASTENED TO SUPPORT BACKING IN WALL, SPEC TBD WELDED HANGING HARDWARE VINTAGE NEON SIGN :LOCKING AS REQ'D ODDETAIL - METAL PAN @ DINING Scale: 3" = 1'-0" THIN GAUGE STEEL BACKER PLATE <MU -2> SOLID BRICK IN 3D PATTERN REVIEWED FOR CODE COMPLIANCE APPROVED FEB 0a MO City of TuktI BU CITY OF TU K BI LA JAN 29 208 PERMIT C . NTER CLR Chin Ley/Reche 1516 Melrose Ave., Suite 200 Seattle, Washigton 98122 206 938 1501 JOEY RESTAURANT GROUP Joey Restaurants/LOCAL Suite 950, One Bentall Centre 505 Burrard Street Vancouver, BC V7X 1M4 Tel. 604-699-5650 Fax. 604.699.5640 CONSULTANT 2356 REGISTERED ARCHITECT JOHN P. SERKLAND STATE OF WASHINGTON 01/24/18 KEY PLAN PROJECT JOEY SOUTHCENTER 758 SOUTHCENTER MALL TUKWILA WA, UNITED STATES DRAWING NAME CONSTRUCTION DETAILS DATE: 10/03/17 PROJECT NO. SCALE: AS NOTED DRAWING NO. DRAWN BY: JRAE APPROVED BY: JMCBRIDE 16 1 2 11/10/17 PERMIT SET SVR 1 10/16/17 ISSUE FOR DD PRICING SVR NO. DATE ISSUE DESCRIPTION BY PROJECT JOEY SOUTHCENTER 758 SOUTHCENTER MALL TUKWILA WA, UNITED STATES DRAWING NAME CONSTRUCTION DETAILS DATE: 10/03/17 PROJECT NO. SCALE: AS NOTED DRAWING NO. DRAWN BY: JRAE APPROVED BY: JMCBRIDE 16 1 CLR Chin Ley/Reche 1516 Melrose Ave., Suite 200 Seattle, Washigton 98122 206 938 1501 JOEY RESTAURANT Joey Restaurants/LOCAL Suite 950, One Bentall Centre 505 Burrard Street Vancouver, BC V7X 1 M4 Tel. 604-699-5650 Fax. 604.699.5640 GROUP .��� '/ ,////,/ / //// i ',/,/,/,/ ten\ �/Y ///1/// , / % / ;/ / /% i / / ,r moi' �r /w' a %///"% /// /j BRICK VENEER // //" //// / / / /;;" / WD-5 / % ;'//; %/' / /////' // ; / WD-5 ,/ /" / ;,/7//v /////////,./ / / � /, /%% / % SAWTOOTH WOOD % /; ' ,/ / / / SAWTOOTH WOOD i / / ' PANELING BY ACORN / ,/ � /// / WD-5 MORTAR TO MATCH j/ //,'/ j // /% ! ,,- ; /// ; ',/ /////- PANELING BY ACORN / % / ' ' �/ / ! �/; ":; SAWTOOTH WOOD MAPEI #41 CHARCOAL i / / / ,/ j //// �/: / /; // // �,;, ; /;%/i, 1 / /��/ ' i ' i �� 0 // /./ // / / /, /i i /!/' ///, MM-4 /v. PANELING BYACORN / "//'r ��U/ %� /; ;' /; ;' / / IMEW / / /j i /; •�//��;� // METAL PANELLING ON ;!; ///,/, i /moo roMM SIDE OF FIREPLACE ® Ii/.z027.zoo�a / /// / / /�jj ///// //' / , / / / / / APPLY CORNER PIECES FIRST DURING MU-1 DOOR OR WINDOW FRAME / / /' INSTALLATION % / @ BRICK VENEER PT-1B //�- PAINT 3/4" STEEL ANGLE 113, ---D DETAIL -SAWTOOTH TO TILE 2 DETAIL - SAWTOOTH TO FIREPLACE 3 DETAIL - SAWTOOTH TO BRICK DETAIL - BRICK TO BRICK BRICK VENEER DETAIL - BRICK TO DOOR FRAME Scale: 3" = 1'-0" Scale: 3" = 1'-0" Scale: 3" = 1'-0" Scale: 3" = 1'-0" (4) Scale: 3" = 1'-0" ///'/ ,//// / //'i , /, //' / ///\/�///" //1 / ////// /1/// / ;/ j///! �j APPLY CORNER . // PIECES FIRST DURIN 1 r/ / /',/ INSTALLATION ® / , j ;/ �i ,// / / // ,\ METAL END CAP — // / GL-3 > /;/i;/ AS SPEC / ;/® �/ //i/;/ CLEARMIRROR % //,/ �' /; / /l/,,./. /// / . //;/� BRICK VENEER WALLAS SCHEDULED /,/�j,/ // S/ / % '// / ; /�� /�// BREMIRRFME F//j WALL///� BRICKVENEER / BRICKVENEER / / AS SCHEASSCHEDULED AS SCHEDULED ' = / 1/4" METAL U CHANNEL / / % / / ��;/� % / ///// /�/ / _ MU-1 % /�� // � WALL BRICK VENEER / 0 //\/ / /%i / //, AS SCHEDULED 6 DETAIL - BRICK TO MIRROR 7 DETAIL - BRICK @ WALL END 8 DETAIL - BRICK BASE DETAIL -METAL END CAP 10 DETAIL - METAL CORNER GUARD Scale: 3" = 1' 0" Scale: 3" = 1'-0" Scale: 3" = 1' 0" C9__ Scale: 3" = 1' O" Scale: 3" = 1'-0" n �\ �V v�\ v\\\ \vv � / / V' ,/ / //A _ \, \\ \‘\\\\\\,,, V ,v ( L-5B / / ) \///./ \�\ \ �\ LINEAR LED LIGHTING / \\\\\ CONSULTANT // A /; /// / \ /�/j//% j� 17/222777' 2//// / // ///' \ \� \\ \ -, : //// / // // / // / /'//// S ��/��j // %! j/// /��- / // AS SPEC. \ V A V �\ LINE OF WALL FINISH TO ALIGN WITH EDGE REGISTERED 2356 ARCHITECT JOHNP. SERKLAND ' STATE OF WASHINGTON 01/24/18 i ///z,////// //// / /' / /� �/ � A OF COVE /j" /� / / /, TILE BASE �\ \ � //////// AS SPEC. \ // /// / / \\\\\\\ \ \ \ : / \\ /////t // \ \\ \ \ SAWTOOTH WOOD \ \ \ \ \ \ / BY RN/\ < PT-1C PT-1 C = co \\7'7'\11\2\\\\\\PANELING EXPOSED DRYWALL DOOR FRAME SCHLUTER -JOLLY --, � SCHLUTER -JOLLY / / > \ \\ �\ \ 2 \ KEY PLAN SCHLUTER JOLLY PLEASE COORDINATE FINISH TO MATCH TILE PLEASE COORDINATE FINISH TO MATCH TILE / / / �\\\ \\--� \ \ \ \ \ \ \ \\\'\\\\ \� \ \ WALL FINISH AS SCHEDULED / \ \ \ \ PLEASE COORDINATE \ FINISH TO MATCH TILE TILE AS SCHEDULED GROUT LINES U/S TO \ \ \\ \ 7 \ \\\ \ \ ^ TILE AS SCHEDULED @ MATCH ADJACENT V iTh DETAIL - TILE TO DOOR FRAME 12 DETAIL -TILE TO DOOR FRAME 13 DETAIL -TILE HEADER VERTICAL SURFACES 14 DETAIL -TILE TO TILE BASE DETAIL -COVE CEILING �. Scale: 3" = 1' 0" Scale: 3" = 1'-0" Scale: 3" = 1' 0" Scale: 3" = 1' 0" Scale: 3" = 1'-0" 2 11/10/17 PERMIT SET SVR 1 10/16/17 ISSUE FOR DD PRICING SVR NO. DATE ISSUE DESCRIPTION BY PROJECT JOEY SOUTHCENTER 758 SOUTHCENTER MALL T TEDiLA WA, UNITED STATES REVIEWED FOR CODE COMPLIANCE APPROVED { FEB 0uu1a Ci Tu. BUi \- it .._ ; _ DRAWING NAME CONSTRUCTION DETAILS RECEIVE CITY OF TUKWILA JAN 2 9 2018 PERMIT CENTS DATE: 10/03/17 PROJECT NO. SCALE: AS NOTED DRAWN BY: JRAE APPROVED BY: JMCBRIDE DRAWING NO. 8 R\JL)LJLL- / -,,A'FzctR/,-,/,'4XWct,Ot.,M1----Vfa'/M4*V*AMZ*:aV.M / ;STORAGE/ 4-74-14.741 . . , / klik„2,07 ..,114tine44.170a4. „ -*-1,4m-124,M3r4ak--410-t-4-10~-11.4; WiffklIMMIONISISS / / 1// r-y.4V=gag•,./=•iVt, . -t - znifyrimmOVAMMINOTOPMRMVOMOIM • • REVIEWED FOR CODE COMPLIANCE APPROVED FEB 0 2 2018 City of Tukwila BU I LialanLVISIDILI PERMIT CENTER EQUIPMENT SCHEDULE ITEM # QTY 404 1 0 0 0 0 • • REVIEWED FOR CODE COMPLIANCE APPROVED FEB 0 2 2018 City of Tukwila BU I LialanLVISIDILI PERMIT CENTER EQUIPMENT SCHEDULE ITEM # QTY 404 1 CATEGORY: MANUFACTURER: MODEL NUMBER: DIMENSIONS: NOTES: COMPACT ALL -FRIDGE DANBY DESIGNER DAR195BL 17 8/16"W x 19 11/16"H x 19 10/16"D - 405 1 CATEGORY: MANUFACTURER: MODEL NUMBER: DIMENSIONS: NOTES: DUMP SINK QUEST CUSTOM 9"W x 12"L x 6 3/16"D REUSE EXISTING PLUMBING 406 1 CATEGORY: MANUFACTURER: MODEL NUMBER: DIMENSIONS: NOTES: ICE CHEST QUEST CUSTOM 16"W x 24"L x 7 1/2"D WATER FILLER TAP REQUIRED; REUSE EXISTING PLUMBING 422 1 CATEGORY: MANUFACTURER: MODEL NUMBER: DIMENSIONS: POWER REQ: NOTES: GLASS POLISHER CAMPUS PRODUCTS, INC. GP -8A 17 1/2" x 14 1/4" W/ CHAMFERED CORNERS 120V, 13 AMPS, CORD AND PLU FOR A 5-15P OUTLET STONE TOP CUTOUT TO BE 3/16" FROM UNIT ON ALL SIDES, INCLUDING CHAMFERED CORNERS; UNIT TO SIT ON SHELF SET 13 1/4" FROM TOP OF FINISHED STONE TOP AND PROTRUDE 10 3/4" ABOVE STONE TOP 612 2 CATEGORY: MANUFACTURER: MODEL NUMBER: DIMENSIONS: NOTES: SINK STATION - REMOVABLE STRAIN QUEST CUSTOM 23 3/4"D x 12"W x 26 1/4"H C/W MANUAL FAUCETS, BUILT-IN SOAP AND PAPER TOWEL DISPENSERS; REUSE EXISTING PLUMBING 613 1 CATEGORY: MANUFACTURER: MODEL NUMBER: DIMENSIONS: NOTES: DOUBLE WELL QUEST CUSTOM 72"W x 35"D x 26 1/4"H REUSE EXISTING SODA LINES AND GUNS; REQUIRES ICE MELT TAPS 422 1 CATEGORY: MANUFACTURER: MODEL NUMBER: DIMENSIONS: NOTES: DRIP TRAY QUEST CUSTOM 90"W x 4"L TO MATCH EXISTING JOEY RESTAURANT GROUP Joey Restaurants/LOCAL Suite 950, One Bentall Centre 505 Burrard Street Vancouver, BC V7X 1M4 Tel. 604-699-5650 Fax. 604.699.5640 NORTH CONSULTANT 2356 REGISTERED ARCHITECT JOHN P. SERKLAND STATE OF WASHINGTON 01/24/18 KEY PLAN THIS DRAWING MUST NOT BE SCALED. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE SHALL BE INFORMED OF ANYVARIATIONSFROM THE DIMENSIONS AND CONDITIONS SHOWN ON THE DRAINING. THIS DRAIMNG IS THE EXCLUSIVE PROPERTY OF JOEYS RESTAURANTS AND CANNOT BE USED OR REPRODUCED WITHOUT WRITTEN CONSENT. PROJECT JOEY SOUTHCENTER 758 SOUTHCENTER MALL TUKWLA WA, UNITED STATES DRAWING NAME KITCHEN / BAR EQUIPMENT PLAN & SCHEDULE DATE: 2017-11-10 PROJECT NO. SCALE: AS NOTED DRAWN BY: JRAE APPROVED BY: JMCBRIDE DRAWING NO. 6 2017-11-10 ISSUE FOR BUILDING PERMIT JR 5 2017-10-11 ISSUE FOR LANDLORD REVIEW JR 4 2017-09-25 ISSUE FOR CONSULTANT COORD JR 3 2017-08-28 ISSUE FOR CONSULTANT COORD JR 2 2017-07-25 ISSUE FOR SCHEMATIC PRICING JR 1 2017-07-17 ISSUE FOR HIGH LEVEL REVIEW JR NO. DATE ISSUE DESCRIPTION BY PROJECT JOEY SOUTHCENTER 758 SOUTHCENTER MALL TUKWLA WA, UNITED STATES DRAWING NAME KITCHEN / BAR EQUIPMENT PLAN & SCHEDULE DATE: 2017-11-10 PROJECT NO. SCALE: AS NOTED DRAWN BY: JRAE APPROVED BY: JMCBRIDE DRAWING NO. 8"0 B VENT UP (EXHAUST) 8"0 VENT UP (INTAKE) I I_I I G IG i\CGU Sii`�-, 12 i AFF 18x6 TG (TYP.2) 24x6 TG (TYP.2) PROTEIN REEZE r--ter--ter 7 i II 1 1 li I i I II I I II i1 I I III I � L--JL--,7L l 1 GOD PANTi.S . 16x12 TG STAFF—t--\ 119 A 21x12-1 I— 21x6 TG = 24x TO RTU— AT ROOF _1flx10rCD 300 x l f -I 1 o W; UIV-�"AD - '2 amininnummonim iffi ® iiilifilliik � t. ,� I L�I , x1�2-CD � rid ®ir AD I 1 -� I 1, 17. — � j + 161): II I x l 8x8 EG 250 1111111 I I I IZ WOMEN'S LOUNGE STORAGE rrrz f -I 1 o W; UIV-�"AD - '2 amininnummonim iffi ® iiilifilliik � t. .c 8x8 EG 250 1111111 I I I IZ WOMEN'S LOUNGE STORAGE rrrz f -I 1 o W; UIV-�"AD - '2 ce' L�I , x1�2-CD � rid ��j/j I r-- -� I 1, 17. — � ' , ; ,, II f 140U ,ill , I � Il 024--Oi '?i 1, 4}1 11 � t -I% I, ' r ;�_ I II -rR °�, #i ■I 1 -; 1 3IBEaD�ii--A¢_ if 1' �s {l.. I 1- ;; § ..._. ` �I 1 I.i' lirtil 91170 __2y2sA__1 _XiS , .NG . _.. -.s,-._t. B VENT—UL LISTED, INSTALL PER FIREPLACE MANUFACTURER'S INSTRUCTIONS. MECHANICAL DRAFT SYSTEM TO COMPLY WITH IMC (2006) 804.3.8. R STO Tit43 8x8 EG At30 105 6x6_IEG�--_ r5di� AI I I ./ 8"o I 1240. _. EF -4 f U' r.,} /tiC11 5 1111111111111+4I ui111111111►tlt%ttt r.i f{{ AFF r, CI V I i il`^' EXHAUST AIR OUTLET 14"0 HOLADAY-PARKS, INC. SMART Mechanical Solutions 0 Mechanical Solutions • Energy Services Building Controls • Service & Maintenance 4600 S. 134TH PLACE SEATTLE, WA 98168 • (206) 248-9700 HOLADAYPARKS.com WA LICENSE NUMBER: HOLADPI379NO w z w U 2 H OPRCIECT OD W °0 F— co �1 W 0")v 0 (f) I <- 5° -- D J W CU3Y 0 co Lo D .......) ti H 4x30-, 8 1E_RA PEN NG 48 18 RA PENI G G,. AC 0U ST! C ; EiLING 11' -5" r I EXISTING GINE CEI iN (PTY '1A) 1 .I ' .1 11 I i1 I PATIO PATIO (45 MBH) ❑ ❑ LEVEL 1 HVAC D SCALE V4' • T-0* PLAN /Th SEPARATE PERMIT AND APPROVAL REQUIR D ALL RIG RECEIVED CITY OF TUKWILA JAN 2 9 2018 PERMIT CENTER ICITY APPROVAL Designed by: MC DESIGN TEAM Drawn by: MLK, MV, PB Approved by: Job Number: 54527 Filename: MD201-54527.DWG REGISTRATION 11/10/17 APPROVED FOR CONSTRUCTION ISSUE NAME/DATE I ISSUE FOR HVAC PERMIT PENDING CITY APPROVAL 11/10/17 No. Date By Description 1 9/29/17 RL COORDINATION REVIEW SET 2 10/11/17 RL ISSUE FOR LANDLORD REVIEW 3 11/10/17 RL ISSUE FOR HVAC PERMIT SHEET TITLE LEVEL 1 HVAC DEMO PLAN SHEET NUMBER 2.01 SE GS BELONG 0 HOLADAY-P R BY ANY MEANS WITHOUT PERMISSION IN WRITING FROM HOLADAY PARKS, INC -�' r, i ; r, i ; f r---Ay -� 2iL _-- CI1 8" GALV STL PIPE DN & UP/ FW 6" GALV STL PIPE DN & UP/FW 8" GALV STL PIPE DN & UP/ FW 6" GALV STL PIPE DN & UP/FW 8"oBVENT ON&UP 8"o VENN & UP C 24x22 HOLADAY-PARKS, INC. SMART Mechanical Solutions Mechanical Solutions • Energy Services Building Controls • Service & Maintenance 4600 S. 134TH PLACE SEATTLE, WA 98168 • (206) 248-9700 HOLADAYPARKS.com WA LICENSE NUMBER: HOLADPI379NO EXISTING FIREPLACE VENT A PIPES T0EMOD1FIED- T FIREPLACE'S MANUFACTURER REQUIREMENTS d COMBUSTIOREW N) INSTALLATION 1 0 1'/2"HGUP&DN 5/8"LLUP&DN KW REFRIGERANT UNES UP & DN LD2-2100 (2 TYP) 20x20 SCOPE OF WORK CD2 -245 \\ 38x20 UP & 20"o/FW DN LAI Irre FSD'S NOT PROVIDED WHER TYPE I EXHAUST PENETRATES SHAFT SINCE DUCT IS PROVIDED WITH FIRr WRAP EG2-165 JOEY'S @ SOUTHCENTER EG2- 165 PROJECT DESIGN TEAM 26 1'6/W UP EBH-3 Designed by: Drawn by: Approved by: Job Number: Filename: MC MLK, MV, PB 54527 M202-54527.DWG REGISTRATION (3 TYP) — 24"o/W SA DN & UP 16"0 SLOPE 42x18/W SA DN & UP 24X20/W 50x21 /SL FROM UNIT 30x24/W UP x: 7,1/r , ., 30x /W ,4 11/10/17 APPROVED FOR CONSTRUCTION LEVEL 2 HVAC PLAN SCALE v4' - 1-0' OUTLINE OF SHAFT BY G.0 SHELL + CORE KEYED NOTES 0 DUCT SHALL BE FlREWRAP. O DUCT SHALL BE STAINLESS STEEL FOR DISHWASHER EXHAUST. 03 TYPE I DUCT SHALL BE WELDED STAINLESS STEEL GA. 18. RECEIVED CITY OF TUKWILA JAN 292018 PERMIT CENTER -SEPARATE CITY APP PERMITAND APPROVAL QUIR AU. RIG ISSUE NAME/DATE ISSUE FOR HVAC PERMIT PENDING CITY APPROVAL 11/10/17 REVISIONS No. Date By Description 1 9/29/17 RL COORDINATION REVIEW SET 2 10/11/17 RL ISSUE FOR LANDLORD REVIEW 3 11/10/17 RL ISSUE FOR HVAC PERMIT SHEET TITLE LEVEL 2 HVAC PLAN SHEET NUMBER S BELON.„' '' TO MOR BY ANY MEANS WITHOUT PERMISSION IN WRITING FROM HOLADAY PARES. INC. 1 C 32x64 ROOF OPENING FOR FUTURE TENANT CAP WATERTIGHT (TYP) HO ► AY -PARKS, INC. SMART Mechanical Solutions Mechanical Solutions • Energy Services Building Controls • Service & Maintenance 4600 S. 134TH PLACE SEATTLE, WA 98168 • (206) 248-9700 HOLADAYPARKS.com WA LICENSE NUMBER: HOLADPI379NO 0 ( FC7 \ 1 ADD 5 -TON HEAT PUMP CONDENSING UNIT 2 SEE DETAIL 1/M6.01 FOR INSTALLATION ,- CU -0 WT: 289 LBS 1 '/2" HG DN 5/s° LL DN 30x24/SL \ \ LOCATE UNIT PER STRUCTURAL DWG 1A-1 WT: 3510 LBS \ \,\\ FUTURE FC7 TENA\N\ ROOFTOP EQUIPMENkill\ (BY OTHERS, TYP) \ \ FC7 \ \ \ E 38x20/SL SA DN PROJECT I DESIGN TEAM J J I.L Co WH co o0 Z w Q 0 _ _ D rO CO D 20"0 DN LOCATE UNIT PER STRUCTURAL DWG 26x16/SL SA UP 36x12/SL RA DN 24x24/SL SA DN AIR INTAKE GDCO EF -2 LOCATE UNIT PER WT: 510 LBS STRUCTURAL DWG —GDCO SLOPE 24"0 Designed by: Drawn by: Approved by: Job Number: Filename: MC MLK, MV, PB 54527 M203-54527. DWG REGISTRATION 24"0 DN SEE DETAIL 2/M6.0 WT: 980 LBS 11/10/17 APPROVED FOR CONSTRUCTION ISSUE NAME/DATE T _ LEVEL 3 HVAC PLAN i - SCALE V4" • 1-0' OUTLINE OF SHAFT BY G C. ISSUE FOR HVAC PERMIT PENDING CITY APPROVAL 11/10/17 REVISIONS No. Date By Description 1 9/29/17 RL COORDINATION REVIEW SET 2 10/11/17 RL ISSUE FOR LANDLORD REVIEW 3 11/10/17 RL ISSUE FOR HVAC PERMIT SHELL + CORE KEYED NOTES ® DUCT SHALL BE FIREWRAP. Q DUCT SHALL BE STAINLESS STEEL FOR DISHWASHER EXHAUST. ® TYPE I DUCT SHALL BE WELDED STAINLESS STELL GAGE 18. ® BY OTHER TENANT CITY OF RECEIVED JAN 292018 PERMIT CENTER SEPARATE PERMITAN APPROVAL EO' ;! ED SHEET TITLE LEVEL 3 HVAC PLAN CITY AP OVAL SHEET NUMBER ALL RIGHTS RESER SED NGS . G IN ANY FOR-°LADAY- MEANS WITHOUT PERMISSION IN WRITWG FROM HOLADAY PARKS. INC. EQUIPMENT SECURE EQUIPMENT TO SLEEPERS PER TABLE BELOW SLEEPER CAP/ FLASHING BY M.C. SLEEPER BY OTHERS® SEE SCHEDULE CANT STRIP \ ROOF DECK r L SLEEPERS ® a B TIE DOWN STRAP 10 SLEEPER & SLEEPER CONNECTION TRUCTURE BY OTHERS(�i ROOF DECK BY ' ERS EQUIPMENT TAG SLEEPER DIMENSIONS ;NOTE 8) MECH. PLAN SHEET SUPPORTED EQUIPMENT DIMENSIONS EQUIP WEIGHT LBS SEISMIC TIEDOWN CALCS BY SUPPORT FOR SLEEPER BY LAG SCREWS ONLY (NO STRAPS) _ TIE DOWN STRAPS �f DISTANCE LENGTH MIN. WIDTH QTY OF CONNECTS LAGS PER COM ECT LAG SIZE QTY REQ'D S ' r= L X W STRAP GA eia► SCREWS - i •AP ' - TYPE SCREW SIZE A (NOTE 9) B (NOTE 2) C (NOTE 1) L W H CU -02 32' 48" 8' M2.03 37.25' 34.25" 45' 289 MECH. ENG. STRUCT. ENG. 4 1 5/8'0x4' 0 0 0 0 7 10 STANDARD SLEEPER SHALL BE 6' WIDE UNLESS OTHERWISE NOTED OR REQUIRED BY OTHERS. SLEEPER SHALL BE A MINIMUM OF 6' LONGER THAN SUPPORTED EQUIPMENT AT EACH END. STRUCTURAL ENGINEER OR OTHERS MAY SPECIFY LONGER LENGTHS IF REQUIRED TO SPAN STRUCTURAL SUPPORTS. EQUIPMENT WEIGHT DISTRIBUTION AND CENTER OF GRAVITY INFORMATION IS SHOWN ON UNIT SUBMITTAL WHEN POINT LOADS AND CENTER OF GRAVITY ARE NOT AVAILABLE, STRUCTURAL ENGINEER SHALL MAKE STANDARD ASSUMPTIONS AND INCLUDE APPROPRIATE SAFETY FACTORS CANT STRIP, ROOFING, FLASHING, AND SEALING SHALL BE BY OTHERS MECHANICAL CONTRACTOR TO PROVIDE SHEET METAL CAP OVER SLEEPER SLEEPERS SHALL BE PROVIDED AND HARD CONNECTED TO STRUCTURE BY OTHERS. MATERIAL SHALL BE AS SPECIFIED BY OTHERS. SLEEPER MINIMUM HEIGHT REQUIREMENT SHALL BE DETERMINED BY OTHERS WITH KNOWLEDGE OF ACTUAL ROOFING CONDITIONS, HEIGHT CONSTRAINTS, ETC. SLEEPER QUANTITY AND ORIENTATION MAY BE MODIFIED BY OTHERS IF REQUIRED (E.G. TO IMPROVE DRAINAGE, BETTER STRUCTURAL SUPPORT, ETC.) DISTANCE BETWEEN DUCT SUPPORT SLEEPERS SHALL BE A UNIFORM DISTANCE AS SHOWN UNLESS OTHERWISE NOTED IN THE REMARKS COLUMN DEFAULT TIE DOWN STRAP PLACEMENT SHALL BE UNIFORMLY SPACED ALONG SLEEPER UNLESS OTHERWISE REQUIRED BY STRUCTURAL ENGINEER DETAIL - SLEEPER SCALE NTS HO ' AY -PARKS, INC. SMART Mechanical Solutions 0 Mechanical Solutions • Energy Services Building Controls • Service & Maintenance 4600 S. 134TH PLACE SEATTLE, WA 98168 • (206) 248-9700 HOLADAYPARKS.com WA LICENSE NUMBER: HOLADPI379NO RECEIVED CITY OF TIJK`+NILA JAN 292018 PERMIT CENTER I PROJECT I w z w U 2 O rI co W c° H ^` Z co U U � Cf) I— Q } D J w � 0 COLO D......) ti I-- DESIGN TEAM Designed by: MC Drawn by: MLK, MV, PB Approved by: Job Number: 54527 Filename: M601-54527.DWG REGISTRATION 11/10/17 APPROVED FOR CONSTRUCTION ISSUE NAME/DATE ISSUE FOR HVAC PERMIT PENDING CITY APPROVAL 11/10/17 REvooNs No. Date By Description 2 10/11/17 RL ISSUE FOR LANDLORD REVIEW 3 11/10/17 RL ISSUE FOR HVAC PERMIT SHEET TITLE HVAC DETAILS PERMIT AND APPROVAL REQUIRED SHEET NUMBER 6.01 ALL RIGHTS RE G IN ANY O •` Y - DUCE - ORM OR BY ANY MEANS WITHOUT PERMISSION IN WRITING FROM HOLADAY PARKS, INC D.X./H.P. FAN COIL SCHEDULE (SPLIT SYSTEM) TAG DXFC-02 AREA SERVED BAR LOCATION MAKE MODEL ABOVE CEILING TRANE TAM9AOC60V51 MATCHING COND. UNIT CU -02 COOLING CAPACITY (MBH) ENT. DB/WB TOTAL SENS. HEATING CAPACITY (MBH) 047F 017F FAN PERFORMANCE DATA ELECTRIC HEAT DATA FAN COIL ELECTRICAL DATA ALTERS CFM OA CFM ESP RPM BHP KW VOLT/PH AMPS MHP VOLTS/PH AMPS QTY. SIZE WEIGHT 80/67 56 42 52.5 34.8 1875 600 1 9.6 480/3 11.6 1 240/1 6.4 1 22x20x1 175 REMARKS 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 14 1. WIRING AND DISCONNECT BY EC. SINGLE POINT POWER CONNECTION. 2. INTERNAL FAN MOTOR MEET THE REQUIREMENTS OF 2015 WSEC SECTION C405.8 FOR FAN EFFICIENCY. 3. FAN MOTOR IS LESS THAN 1 HP AND GREATER THAN 1/12 HP AND MEETS 2015 WSEC SECTION 405.8 FOR EC MOTOR REQUIREMENT. 4. SEE CONDENSING UNIT SCHEDULE FOR EQUIPMENT AHRI RATED EFFICIENCY. 5. 115V/1 PHASE, 1/30 HP CONDENSATE PUMP RATED FOR USE IN RETURN AIR PLENUMS TO BE PROVIDED, LITTLE GIANT MODEL VCC-20-P. 6. INSTALL UL 508 LEVEL DETECTION MONITORING SWITCH IN CONDENSATE DRAIN PAN, KELE MODE SS3, AND WIRE TO PACKAGED CONTROLS TO SHUT DOWN FAN COIL UPON ACTIVATION. 2015 IMC 7. PC TO ROUTE CONDENSATE TO APPROVED PLUMBING RECEPTICAL SEE DETAIL x SHEET xxx FOR TRAP DIMENSIONS. 8. UNIT PROVIDED WITH PROGRAMMABLE THERMOSTAT MEETING THE REQUIREMENTS OF 2015 WSEC SECTION C403.2.4.1 AND C403.2.4.2. PROGRAMMABLE T -STAT INSTALLED AND WIRED TO INDOOR 9. UNE VOLTAGE (120V AND ABOVE) WIRING BETWEEN INDOOR FAN COIL AND OUTDOOR CONDENSING UNIT FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. 10. LOW VOLTAGE (LESS THAN 120V) WIRING BETWEEN INDOOR FAN COILS AND OUTDOOR CONDENSING UNIT FURNISHED AND INSTALLED BY THE CONTROLS CONTRACTOR. 11. UNIT IS PROVIDED WITH SUPPLEMENTARY ELECTRIC HEAT. PACKAGED CONTROLS SHALL USE ELECTRIC HEAT AS SECONDARY HEAT WHEN COMPRESSORIZED HEAT IS AVAILABLE PER 2015 SECTION 12. UNIT WILL OPERATE WITH 100% OUSTIDE ECONOMIZER AS THE FIRST STAGE OF COOLING PER 2015 WSEC SECTION C403.3. 13. NO SPRING OR NEOPRENE ISOLATION REQUIRED. 14. HANG WITH MASON TYPE "DNHS" SPRING ISOLATORS WITH SEISMIC SLACK CABLING. SEE SEISMIC RESTRAINT SUBMITTAL 15. HANG WITH MASON TYPE "HD" NEOPRENE HANGERS. 16. DUCT MOUNTED RETURN AIR SMOKE DETECTOR PROVIDED BY E.C., INSTALLED BY M.C. IN DUCT, WIRED TO SHUTDOWN FAN COILBY E.C., AND WIRED TO FIRE/UFE/SAFETY SYSTEM BY E.C.. SECTION 307.2.3 ITEM 4. FAN COIL BY CONTROLS CONTRACTOR. C403.2.4.1.1. 1. POWER WIRING AND DISCONNECT FURNISHED AND INSTALLED BY E. C., SINGLE POINT POWER CONNECTION. 2. LOW AMBIENT COOUNG CONTROLS PROVIDED WITH UNIT. SEE SUBMITTAL 3. MINIMUM CODE EFFICIENCY IS BASED ON TABLES C403.2.3(1)A OR C403.2.3(2) AS APPROPRIATE. 4. EQUIPMENT EFFICIENCY IS BASED ON MANUFACTURER'S AHRI RATED EFFICIENCY FOR THE EQUIPMENT TYPE AND RATING TEST PROCEDURE. 5. UNE VOLTAGE (120V AND ABOVE) WIRING BETWEEN INDOOR FAN COIL AND OUTDOOR CONDENSING UNIT FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. 6. LOW VOLTAGE (LESS THAN 120V) WIRING BETWEEN INDOOR FAN COILS AND OUTDOOR CONDENSING UNIT FURNISHED AND INSTALLED BY THE CONTROLS CONTRACTOR. 7. UNIT TO BE FASTENED TO SUPPORTS ON ROOF PER DETAIL SHOWN ON PLANS. ATTACHMENT OS SUPPORTS TO ROOF BY G.C., ATTACHMENT OF EQUIPMENT TO SUPPORT BY M.C.. RECEIVED CITY OF TUKWILA JAN. 29 2018 PERMIT CENTER SEPARATE PERMIT AND APPROVAL FQUIRED CI PPRO Mechanical Solutions • Energy Services Building Controls • Service & Maintenance 4600 S. 134TH PLACE SEATTLE, WA 98168 • (206) 248-9700 HOL_ADAYPARKS.corn WA LICENSE NUMBER: HOLADP1379N0 PROJECT DESIGN TEAM Designed by: Drawn by: Approved by: Job Number: Filename: MC MLK, MV, PB 54527 M701-54527. DWG REGISTRATION ISSUE FOR HVAC PERMIT PENDING CITY APPROVAL 11/10/17 ' REVISIONS No. Date By Description 1 9/29/17 RL COORDINATION REVIEW SET 2 10/11/17 RL ISSUE FOR LANDLORD REVIEW 2 11/10/17 RL ISSUE FOR HVAC PERMIT 1 SHEET TITLE SHEET NUMBER ERE DRAW*:N= •-N ANY FOR FORM OR BY ANY MEANS WITHOUT PERMISSION IN WRITING FROM HOLADAY PARKS, INC SPLIT SYSTEM OUTDOOR CONDENSING UNIT SCHEDULE TAG MAKE MODEL DX/HP FC SERVED ELECTRICAL DATA MINIMUM CODE EFFICIENCY (3) EQUIPMENT EFFICIENCY (3) WEIGHT (LBS) REMARKS VOLTS/PH MCA MFS EER SEER HSPF COP 047FCOP 017F EER SEER HSPF COP 047FCOP 017F CU -02 TRANE TWA7060A4000A DXFC-02 460/3 10 15 - 14.0 8.2 - - - 15.0 8.5 - - - 1, 2, 3, 4, 5, 6, 7 1. POWER WIRING AND DISCONNECT FURNISHED AND INSTALLED BY E. C., SINGLE POINT POWER CONNECTION. 2. LOW AMBIENT COOUNG CONTROLS PROVIDED WITH UNIT. SEE SUBMITTAL 3. MINIMUM CODE EFFICIENCY IS BASED ON TABLES C403.2.3(1)A OR C403.2.3(2) AS APPROPRIATE. 4. EQUIPMENT EFFICIENCY IS BASED ON MANUFACTURER'S AHRI RATED EFFICIENCY FOR THE EQUIPMENT TYPE AND RATING TEST PROCEDURE. 5. UNE VOLTAGE (120V AND ABOVE) WIRING BETWEEN INDOOR FAN COIL AND OUTDOOR CONDENSING UNIT FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. 6. LOW VOLTAGE (LESS THAN 120V) WIRING BETWEEN INDOOR FAN COILS AND OUTDOOR CONDENSING UNIT FURNISHED AND INSTALLED BY THE CONTROLS CONTRACTOR. 7. UNIT TO BE FASTENED TO SUPPORTS ON ROOF PER DETAIL SHOWN ON PLANS. ATTACHMENT OS SUPPORTS TO ROOF BY G.C., ATTACHMENT OF EQUIPMENT TO SUPPORT BY M.C.. RECEIVED CITY OF TUKWILA JAN. 29 2018 PERMIT CENTER SEPARATE PERMIT AND APPROVAL FQUIRED CI PPRO Mechanical Solutions • Energy Services Building Controls • Service & Maintenance 4600 S. 134TH PLACE SEATTLE, WA 98168 • (206) 248-9700 HOL_ADAYPARKS.corn WA LICENSE NUMBER: HOLADP1379N0 PROJECT DESIGN TEAM Designed by: Drawn by: Approved by: Job Number: Filename: MC MLK, MV, PB 54527 M701-54527. DWG REGISTRATION ISSUE FOR HVAC PERMIT PENDING CITY APPROVAL 11/10/17 ' REVISIONS No. Date By Description 1 9/29/17 RL COORDINATION REVIEW SET 2 10/11/17 RL ISSUE FOR LANDLORD REVIEW 2 11/10/17 RL ISSUE FOR HVAC PERMIT 1 SHEET TITLE SHEET NUMBER ERE DRAW*:N= •-N ANY FOR FORM OR BY ANY MEANS WITHOUT PERMISSION IN WRITING FROM HOLADAY PARKS, INC 1 LIGHT FIXTURE SCHEDULE FOR JOEY'S OF SOUTHCENTER Lighting Zones Quant I MFR. PART # Switch designation Area DESCRIPTION Sw load Type of load Circuit I Mounting L -la 12 Altman ME w/ TLA -L 1 monopoint base 120 LED MR -16 7.5 27k L -lb 8 Altman ME w/ TLA -L 2 Dining (new) 120 LED MR -16 7.5 27k 3 x L9 fixtures 27 Electronic / LV 6190 3 Lounge 120 240 64 Lounge/breakroom: all other 3 x L-3 48 Electronic / LV ME with TLA -E 166 Nordic Eco track adapt 4 Lounge 120 LED MR -16 7.5 27k 16 existing A fixtures 800 Mag / LV 1152A-BLK-BLK w 16w ELV Remodel housing 5 Lounge Cove lighting @ fireplace, L5A 120 LED MR -16 7.5 27k 8' dimming LED fixtures 64 LED SL3-in-16-24-2700k 6 Bar overhead Area lighting 120 42 lOw per meter 27k 5 existing A fixtures 250 Mag LV SL3-in-16-24-2700k with ML4os24dc 7 Serving line lights 120 540 10w per meter 27k 3 C2 fixtures 450 Mag LV L50-I-48-08-27-80-Mult-asym Black 8 Main Walkway lights 120 50 8w per LF 27k 9 A fixtures Existing 450 Mag LV L50 -I -48 -08 -27 -80 -Mutt -9x9 Black 9 Dining table monopoints 120 PUD PUBLIC UTILITY DISTRICT 4w per If 27k 8 x L-1 fixtures 60 Elec LV/LED 16 10 Center dining pendants 120 E26 14x2.5w SD DIMMER SWITCH 3xL-6 42 LED 5 614 11 Dining south service 120 E26 14x2.5w Oo CEILING MOUNTED OCCUPANCY SENSOR 3 x L4B fixtures 60 LED Beat light Stout BLSO4-PUSM 2UL 12 Front of Bar cove lighting 120 Par 20 5 w LED 7 27k 70' LED TAPE L -4A 234 LED Multi lite 14.2 dia 13 Dining , west service area 120 Par 20 5 w LED 7 27k 3 x L4B 30 LED - 14 Wine display 120 LED 9.5w Rec linear LED 400 LED 15 Mens bathroom INDICATE EXISTING TO REMAIN. THIS APPLIES UNLESS NOTED OTHERWISE ON PLANS. 8 A fixtures 400 Inc , LV Mag 16 womens bathroom 8 A fixtures, 1 P3 , 2 W1 520 Inc , LV Mag E2136LT9B 17 Sign 120/277 Led na X2 1500 SwD LLNUGB 18 Dining 103 120/277 LED na 6x L3 225 Elec LV/LED 19 Exterior patio Overhead lights Please refer to Joey plan sheet ID2.0 for further info 192 20 lounge 3 x L-9 21 LED 21 Exterior existing wall sconce 3 B fixtures 150 22 Exterior existing wall sconce 6xW2 192 23 Entry 1 x L7 35 LED 24 Dining 4 x L1 30 Elec LV/LED 25 Dining track with 1 a current limiter 120 Elec LV/LED 26 Dining track with 1 a current limiter 120 Elec LV/LED 27 Hearth lights 8' LED strip 64 LED 28 East Booth Back lighting 3 x L5b 80 LED 29 Dining lighting 8 x L-1 fixtures 80 Elec LV/LED 30 Lounge pendants 3xL-8 21 LED 31 Bar Task lighting Existing to remain 80 LV inc 32 Dining 103 4 x L3 30 Elec LV/LED 33 Lounge pendants 6 x L-8 42 Elec LV/LED 34 Bar down lights 10 x L10 95 Elec LV/LED 35 36 spare 37 spare Total Wattage 6,912.00 Div by 360 = 29.24 amps LIGHT FIXTURE SCHEDULE FOR JOEY'S OF SOUTHCENTER TYPE Quant I MFR. PART # I DESCRIPTION l Remarks I Voltage' Lamps I Watts I Mounting L -la 12 Altman ME w/ TLA -L LV proj light fixture on Monopoint Base monopoint base 120 LED MR -16 7.5 27k L -lb 8 Altman ME w/ TLA -L LV proj light fixture on Monopoint Base Monopoint base with custom length pendant 120 LED MR -16 7.5 27k L-2 2 Altman 6190 single circuit Track -One 14', one 24', 2 transformers , 2 current limiters 480 120 240 64 Lounge/breakroom: all other L-2 9 Altman ME with TLA -E 166 Nordic Eco track adapt Track fixture Food preparation 120 LED MR -16 7.5 27k L-3 9 Eureka 1152A-BLK-BLK w 16w ELV Remodel housing Rec adj downlight Black trim Black Baffle 120 LED MR -16 7.5 27k L -4A 2 RJ Cross SL3-in-16-24-2700k LED flex strip with aluminum extrusion , 12 x 9'6" at wine display , 70' at Bar front SLC -0075 alum channel wit polycarbonite lens. Power supplies as appropriate 120 42 lOw per meter 27k L -4B 3 RJ Cross SL3-in-16-24-2700k with ML4os24dc LED flex strip with aluminum extrusion ,16' at hostess, 5'7"x3 at service, 6' x 3 at west service SLC -003R alum channel wit polycarbonite lens 120 540 10w per meter 27k L -5A 1 Ecosense L50-I-48-08-27-80-Mult-asym Black Linear Wall Wash , 8' Existing L3 120 50 8w per LF 27k L -5B 2 Ecosense L50 -I -48 -08 -27 -80 -Mutt -9x9 Black Linear Wall Wash , 22'x1, 24'x1 at lounge, at east banquet back is 6'4", 7'8", 6'4". 675 120 PUD PUBLIC UTILITY DISTRICT 4w per If 27k L-6 3 Christian and Planck 16 Chandelier FOIC 120 E26 14x2.5w SD DIMMER SWITCH L-7 1 Christian and Planck 5 614 Chandelier FOIC 120 E26 14x2.5w Oo CEILING MOUNTED OCCUPANCY SENSOR L-8 9 Tom Dixon Beat light Stout BLSO4-PUSM 2UL Black shade copper interior x2 (HD5) extenders FOIC 120 Par 20 5 w LED 7 27k L-9 6 GUBI Multi lite 14.2 dia All brass FOIC 120 Par 20 5 w LED 7 27k L-10 16 - Flexa Lighting Baba R6 BW1 1 2 1 6 W warm white wide spred needs 3 power supplies / needs UL listing 120 LED 9.5w Rec NOTE: ALL FIXTURES AND EQUIPMENT SHOWN ON PLANS IN STANDARD (HEAVY) UNE WEIGHT ARE NEW OR RELOCATED WORK. FIXTURES AND EQUIPMENT SHOWN IN UGHT UNE WEIGHT WITH (E) NEXT TO THEM INDICATE EXISTING TO REMAIN. THIS APPLIES UNLESS NOTED OTHERWISE ON PLANS. X 0 LIGHTOLIER E2136LT9B 2 -HEAD EMERGENCY UNIT TBD 120/277 Led na X2 0 LIGHTOLIER LLNUGB EXIT SIGN TBD 120/277 LED na include 10% extra lamps for the LED , include 50 % extra lamps for non LED Please refer to Joey plan sheet ID2.0 for further info Interior Ll hting ace B S ;ace Method .._ 9 �. 9 p .By p 2015 Seattle Energy Code Compliance Forms for Commercial Buildings including R2, R3 & R4 over 3 stories + all R1 LTGINTSPACE Revised Feb 2017 Project Title: Joey Southcenter Date 1/1/2017 Calculation Area NOTE9 0 ew Construction Ad0 - Addition Clear stat._ _._ne 0 + existing .paces where < 20% of Spa here z 20% of Spaces where the Use is O iminaires are replaced lune s are replaced 0 changing (C505) For SDCI Use LPA Calculation Type tandard Adi'' - - II Efficiency Package Option Clear Q C40 educed Interior Lighting Pm._. To comply with C406.3, the Proposed LPD shall be 25% lower than the Target LPA. Refer to C406.3 for additional requirements. Maximum Allowed Lighting Wattage NOTE' 20 Location (plan #, room #) Space Type Ceiling °'2 Height NE Gross Interior Area in ft2 Allowed Watts per ft2 Watts Allowed (watts/ft2 x area) 120 Restroom: all other 240 5 91 0.780 4 61 8 Corridor all other 68 409 0.530 217 1551 Dining area: Bar/lounge/leisure dining DIA DIAMETER 4620 0.860 3973 beer 122, 118,119,111 Storage room L -5a ( 8' x 8w plf =) 480 0.500 240 64 Lounge/breakroom: all other L -5b (62' x 4wplf =) 80 0.580 46 250 Food preparation L-6 (14 lamps@2.5weach) 1233 0.790 974 Lobby Art/Exhibit Display Allowance from LTG -INT -DISPLAY NOTE 8 Total Area Retail Display 7413 LTG -INT -DISPLAY Allowed Watts 35 Allowance from 0 NOTE: UGHTiNG FIXTURE SYMBOLS SHOW LENGTH, MOUNTING 0 5912 FALSE LightingSz, �.. ,.ummai 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Project Info Compliance forms do not require a password to use. Instructional and calculating cells are write - protected. Project Title: Joeys Restaurant Date Applicant Information. Provide contact information for individual who can respond to inquiries about compliance form information provided. Company Name: CASE ENGINEERING T SUM. Revised August 2016 9/18/2017 For Building Department Use Company Address: 19515 NORTH CREEK PKWAY SUITE 302 BOTHELL WA Applicant Name: STEPHANIE ENLOW Applicant Phone: 425-402-9400 EXT 16 Applicant Email: STEPHANIE@CASEE NG.COM Project Description ❑ New Building ❑ Addition Q Alteration ❑ Plans Included Include PROJ-SUM form (included in envelope forms workbook) with lighting complliance forms. Building Additions Refer to Section C502.2.6 for additional requirements. Compliance Method Lighting systems in addition area comply with all applicable Interior lighting I Exterior lighting provisions as a stand alone new construction project ❑ Lighting systems in addition are combined with existing building lighting systems to demonstrate compliance Addition is combined with existing: For interior lighting projects, include new + existing interior lighting fixture wattage in Proposed Lighting Wattage table in LTG -INT -BLD or LTG -INT -SPACE form. For exterior lighting projects, include new + existing exterior lighting fixture wattage in Proposed Tradable and Proposed Non -Tradable Lighting Wattage tables in LTG -EXT form. Interior and Exterior Lighting Alterations Lighting Power Interior lighting Parking garage Exterior lighting 50% or more of existing are replaced Proposed Lighting Wattage NOTE 3Proposed Lighting Wattage NOTE 3 Locationlan #, (p room #)Location (plan #, room #) NOTE 4, 5, 6Fodure Description NOTE 4, 5, 6 Fixture Description Numberf o FixturesNum ber of Fixtures Watts/ Fixture NOTE 7waats/ Fi#ure NOTE 7 Wafts ProposedWatts Proposed CIRCUIT BREAKER PANELBOARD L -1a, L -1b 20 8 AFF ABOVE FINISHED FLOOR 150 AHJ AUTHORITY HAVING JURISDICTION L-2 , track with limiters 2 120 BKR BREAKER 240 0 PUSHBUTTON SWITCH L-3 , downlights 9 8 68 1:© DUPLEX RECEPTACLE L -4a (470' x 3.3 w/plf =) 1 1551 1551 DIA DIAMETER L4 -b (51' x 3.3 plf=) 1 169 169 WIRING LOCATED IN CEIUNG OR WALL L -5a ( 8' x 8w plf =) 1 64 EMT ELECTRICAL METALLIC TUBING 64 111 // Ii, //// L -5b (62' x 4wplf =) 1 250 250 F.O.I.C. FURNISHED BY OTHERS, INSTALLED L-6 (14 lamps@2.5weach) 3 35 kCMIL THOUSANDS OF CIRCULAR MILS 105 CONDUIT CONTINUES ELSEWHERE (NOTED ON PLAN) L-7 ( 14 lamps @ 2.5 w each 1 35 35 NOTE: UGHTiNG FIXTURE SYMBOLS SHOW LENGTH, MOUNTING L-8 9 7 DESIGNATIONS & UGHTING FIXTURE SCHEDULE FOR LAMP TYPE 63 & OTHER FIXTURE SPECIFICS. L-9 6 7 42 MSC MULTI—SCENE CONTROLLER Existing 2x4 20 63 1260 N3R NEMA 3R Existing downlight 27 20 540 Existing tape light 1 100 100 -------o LED COVE OR STRIP FIXTURE Existing L3 3 50 —A.----4% —0 LINEAR WALL WASHER 150 Existing 3 lamp 9 75 675 [:4i UNIVERSAL/CEIUNG MOUNTED EXIT SIGN PUD PUBLIC UTILITY DISTRICT 0 0 0 1f COMBINATION EXIT LIGHT WITH DUAL BATTERY HEADS L10 16 10 152 TBD TO BE DETERMINED s' THREE POLE LIGHT SWITCH TTB TELEPHONE TERMINAL BOARD SD DIMMER SWITCH 0 Proposed Retail Display Lighting from LTG -INT -DISPLAY Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting Total Proposed Watts 0 5 614 Interior Lighting Power Allowance 0 Select all Lighting Power and Lighting Control elements that apply to the scope of the retrofit project. If project includes a combination of spaces where less than 50% of the existing fixtures are replaced in some spaces, and 50% or more of the fixtures are replaced in others, then provide separate lighting power compliance forms for the two retrofit conditions. Spaces undergoing the same type of retrofit may be combined into one lighting power compliance form. Refer to Section C503.6 for additional requirements. All alteration lighting controls shall be commissioned per C408.3. r Less than 50% of existing are replaced Lamp and/or ballast replacement only - existing total wattage not increased 50% or more replaced - Total lighting power of new+ existing -to -remain fixtures shall comply with total LPA per Sections C405.4.2 and C405.5.2. Include new + existing -to -remain fixtures in Proposed Lighting Wattage table in LTG-iNT-BLD, LTG -INT -SPACE or LTG -EXT form. Less than 50% replaced - Total lighting power of new + existing -to -remain fixtures shall not exceed the total lighting power prior to alteration. Include new + existing -to -remain fixtures in the Proposed Lighting Wattage table in LTG -INT -BLD, LTG -INT -SPACE or LTG -EXT form. 50% threshold applies to number of luminaires for interior spaces and parking garages, and total installed wattage for exterior luminaires. ❑ No changes are being made to the interior or exterior lighting systems and existing space uses and configuration are not changed. Change of Space Use Lighting Controls Interior lighting Parking garage Exterior lighting New wiring installed to serve added fixtures and/or fixtures relocated to new circuit(s) 0 ❑ ❑ New or moved lighting panel ❑ Interior space is reconfigured - luminaires unchanged or relocated only New wiring or circuit - For interior lighting, provide required manual controls per C405.2.3, occupancy sensor controls per C405.2.1, daylight responsive controls per C405.2.4 and application specific lighting controls per C405.2.5. For exterior lighting, provide required controls per C405.2.7. New or moved panel - Provide all applicable fighting controls as noted for New Wiring and automatic time switch controls per C405.2.2. Reconfigured interior space - Provide all required lighting controls that apply to a new interior space. Application specific lighting control provisions per C405.2.5 do not apply to reconfigured spaces. ❑ Existing interior lighting systems in areas under -going a change in space use are upgraded to comply with LPAs for the new space types per Tables C405.4.2(1) or C405.4.2(2). Identify interior spaces requiring LPD upgrade to the current Code in Proposed Lighting Wattage table in LTG -INT -BLD or LTG -INT -SPACE form. ELECTRICAL LEGEND GEAR, EQUIPMENT & WIRING ABBREVIATIONS A (200A) (AFTER A NUMBER) = AMPS CIRCUIT BREAKER PANELBOARD UGHTING CONTROL PANEL AF(200AF) (AFTER A NUMBER) = FUSE SIZE IN AMPS o EXISTING SWITCHBANK AFF ABOVE FINISHED FLOOR AHJ AUTHORITY HAVING JURISDICTION OJ JUNCTION BOX WITH BLANK COVER AL ALUMINUM @ EQUIPMENT CONNECTION BKR BREAKER 0 PUSHBUTTON SWITCH C CONDUIT Eli DISCONNECT SWITCH CKT CIRCUIT CLG CEIUNG 1:© DUPLEX RECEPTACLE C.O. CONDUIT ONLY DOUBLE DUPLEX RECEPTACLE CU COPPER ## DUPLEX RECEPTACLE MOUNTED IN CEILING DIA DIAMETER = FLUSH FLOOR OUTLET BOX WITH DEVICES SHOWN DISC DISCONNECT E.C. ELECTRICAL CONTRACTOR WIRING LOCATED IN CEIUNG OR WALL ECB ENCLOSED CIRCUIT BREAKER WIRING CONCEALED UNDER FLOOR OR UNDERGROUND CONDUIT HOME—RUN (E) EXISTING (USED AS SYMBOL DESIGNATION) EMT ELECTRICAL METALLIC TUBING ► 111 // Ii, //// EXTG EXISTING (USED AS ABBREVIATION IN TEXT) II SLASHES ACROSS CONDUIT INDICATE NUMBER OF WIRES WITHIN — SHORT = HOT, LONG = NEUTRAL FIR FLOOR F.O.I.C. FURNISHED BY OTHERS, INSTALLED BY ELECTRICAL CONTRACTOR o CONDUIT TURNS & CHANGES ELEVATION AT THIS POINT CONDUIT STUB—UP kCMIL THOUSANDS OF CIRCULAR MILS —i CONDUIT CONTINUES ELSEWHERE (NOTED ON PLAN) KVA 1000 VOLT AMPERES LIGHT FIXTURES & CONTROLS KW l000 WATTS LCP LIGHTING CONTROL PANEL NOTE: UGHTiNG FIXTURE SYMBOLS SHOW LENGTH, MOUNTING LT LIGHT & EMERGENCY EGRESS INFORMATION ONLY. REFER TO FIXTURE DESIGNATIONS & UGHTING FIXTURE SCHEDULE FOR LAMP TYPE LV LOW VOLTAGE & OTHER FIXTURE SPECIFICS. MCB MAIN CIRCUIT BREAKER 0 DOWNUGHT (LIGHT LINEN/EIGHT = EXISTING TO REMAIN, HEAVY UNEWEIGHT = NEW FIXTURE TYPE OR LOCATION) MECH MECHANICAL MLO MAIN LUGS ONLY DECORATIVE PENDANT MSC MULTI—SCENE CONTROLLER MW MICROWAVE Q SINGLE POINT WALL MOUNTED FIXTURE N3R NEMA 3R Vis; RECESSED UNEAR FIXTURE NIC NOT IN CONTRACT NREC NON—RESIDENTIAL ENERGY CODE Cl SURFACE MOUNTED LINEAR FIXTURE OC ON CENTER -------o LED COVE OR STRIP FIXTURE OS OCCUPANCY SENSOR —A.----4% —0 LINEAR WALL WASHER PC PHOTOCELL PNL PANELBOARD PSE PUGET SOUND ENERGY ��.- , //� RECESSED UNEAR EMERGENCY EGRESS FIXTURE [:4i UNIVERSAL/CEIUNG MOUNTED EXIT SIGN PUD PUBLIC UTILITY DISTRICT it EMERGENCY BATTERY PACK EGRESS FIXTURE (R) RELOCATED EXISTING 1f COMBINATION EXIT LIGHT WITH DUAL BATTERY HEADS RQMTS REQUIREMENTS SW SWITCH S SINGLE POLE UGHT SWITCH TBD TO BE DETERMINED s' THREE POLE LIGHT SWITCH TTB TELEPHONE TERMINAL BOARD SD DIMMER SWITCH TYP TYPICAL Sos OCCUPANCY SENSOR LIGHT SWITCH UC UNDER COUNTER Svs VACANCY SENSOR UGHT SWITCH U.O.N. UNLESS OTHERWISE NOTED SLv LOW VOLTAGE SWITCH CONTROLLED BY ROOM SENSOR UTIL UTILITY © CEILING MOUNTED VACANCY SENSOR VA VOLT AMPERES Oo CEILING MOUNTED OCCUPANCY SENSOR VFD VARIABLE FREQUENCY DRIVE VS VACANCY SENSOR NOTES AND MISCELLANEOUS SYMBOLS W WATTS WP WEATHERPROOF 000... FLAGNOTE — IDENTIFIES A SPECIFIC ITEM ON A DRAWING. COORESPONDS TO A SCHEDULE IN THE ELECTRICAL SET XFMR TRANSFORMER THAT EXPLAINS DETAILS OR FEATURES OF THAT ITEM. SREVISION CLOUD AND FLAG — CLOUD SURROUNDS A INFORMATION THAT HAS BEEN REVISED. FLAG IDENTIFIES THE REVISION IN WHICH THE CHANGES WERE MADE. O 3 DETAIL NUMBER — APPEARS IN FRONT OF A TITLE ON DRAWINGS WITH MORE THAN ONE ILLUSTRATION. © IDENTIFICATION SYMBOL — CROSS REFERENCES INFORMATION ® IN ONE AREA WITH A DETAIL (TOP #) AND SHEET (BOTTOM #) IN ANOTHER IN THE ELECTRICAL SET. NOTE: ALL FIXTURES AND EQUIPMENT SHOWN ON PLANS IN STANDARD (HEAVY) UNE WEIGHT ARE NEW OR RELOCATED WORK. FIXTURES AND EQUIPMENT SHOWN IN UGHT UNE WEIGHT WITH (E) NEXT TO THEM INDICATE EXISTING TO REMAIN. THIS APPLIES UNLESS NOTED OTHERWISE ON PLANS. Ofd `EAL1-�,[ 828 Poplar Place South Seattle, Washington 98144 Phone: (206)-329-2040 Web Site: www.smeincofseattle.com Consulting Electrical Engineers 19515 North Creek Parkway, Suite 302 Bothell, Washington 98011 Phone: 425-402-9400 Fax: 425-402-9402 J J Oft)Q Z 1== CD ~ l==3 Z Z wU� OJ u%ti H PLOT DATE: Project Manager: JB Design: JB/SG Drafter: Job Number: SMEXX/CE#17258 SME REVISIONS 11-10-2017 RECEIVED CITY OF TUKWILA JAN 292018 PERMIT CENTER DRAWING INDEX 10 E0.0 TITLE SHEET, LEGEND AND SCHEDULES E0.1 RISER DiAGRAM & PANEL SCHEDULES E1.0 ELECTRICAL POWER FLOOR PLAN E2.0 LIGHTING FLOOR PLAN SFPAP DiTE PERMIT AND APPROVAL REQUIRED 10-22-2017 DESCRIPTION PERMIT SET TITLE SHEET LEGEND & SCHEDULES E0.0 PANEL SCHEDULE Panel : H1 Location: Panel : A3 Location: Voltage: 480/277 4 Wire Rated: 600 A X X AIC Rating X Section Enclosure: Flush Surface X NEMA 3R NEMA 12/3R 3 Phase Ground bar Isolated Gnd TVSS 200% Neutral Main Lugs Main Breaker Feed Thru Lugs Double Lugs 14K 18K 35K Series rated code Description KVA BKR CKT # PHASE CKT# BKR KVA Description code code Compressor rack on Roof 25.00 40/3 1 A 2 20/1 0.51 Kitch lighting L K " Refer base , Rotis? , GP 0.92 3 B 4 20/1 0.792 Kitch lighting L R " " Fryer , Griddle, Slicer 1.08 5 C 6 6 0 Space II M DFX-02 Indoor section 10.00 50/3 7 A 8 30/3 9.134 MUA-1 (on roof) M K " " 20/1 9 B 10 10 0.6 Cold table K 30/2 " " Space 0.00 11 C 12 12 0 II " M CU -02 8.30 30/3 13 A 14 40/3 18.26 RTU 3 (on roof) M K " " 20/1 15 B 16 16 C " " K " GP recept at rice cooker area 0.36 17 C 18 18 0 II 13 M EF -1 & EF -2 (on roof) 5.81 30/3 19 A 20 50/3 24.9 RTU 2 (on roof) M K K Cold table 0.30 21 B 22 22 0.00 " " C " II23 Spare 0.00 20/1 C 24 24 0.6 " II " M CU -02 34.10 50/3 25 A 26 70/3 39.01 RTU 1 (on roof) M R L Spare 0.00 27 B 28 28 20/1 0 Spare L " fl29 Spare 0.00 20/1 C 30 30 20/1 " II Spare K Dishwasher Booster 12.00 30/3 31 A 32 20/1 20/1 Space Spare L " Spare 0.00 33 B 34 20/1 20/1 Space Spare L " " Spare 0.00 35 C 36 20/1 20/1 Space Spare L space 0.00 20/1 37 A 38 175/3 163.21 XFMR 150KVA Spare L space 0.00 20/1 39 B 40 40 20/1 0 Spare 0 space 0.00 20/1 41 C 42 42 20/1 " " Spare 0 A B C PHASE 117.09 117.37 117.37 KVA CONNECTED Load Summary Load Summary Total Load Total Load KVA AMPS AMPS CODE Description KVA KVA L Lighting 1.302 X 125% 1.63 R Receptacles 0 X 100% 0.00 R Receptacles over 10kva 0.00 X 50% 0.00 C Computers 0 X 100% 0.00 M Motors 149.514 X 100% 149.51 LM Largest Motor 39.01 X 25% 9.75 K Kitchen 12.00 X 100% 12.00 N Noncoincident 0 X 0% 0.00 0 Other 0 X 100% 0.00 Remainder 188.214 X 100% 188.21 Connected 351.03 422.22 Calculated 361.11 434.35 Spare capacity: 27.61 % Remarks: PANEL SCHEDULE Shunt trip Panel Panel : A3 Location: Voltage: Voltage: 208/120 4 Wire Rated: 100 A Lugs X AIC Rating Section Enclosure: Flush X Surface Section Enclosure: Flush Surface NEMA 3R NEMA 12/3R 3 Phase Ground bar Isolated Gnd TVSS 200% Neutral Main Lugs Main Breaker Feed Thru Double Lugs 14K 18K 35K Series rated code Description KVA BKR CKT # PHASE CKT# BKR KVA Description code K Salad spinner & GP 1.62 20/1 1 A 2 40/3 9.6 Griddle K k Refer base , Rotis? , GP 0.92 20/1 3 B 4 GP recept Dining (Banquets) 20/1 Oct -17 R k Fryer , Griddle, Slicer 1.08 20/1 5 c 6 1.5 Plate warmer II K K Mixer 2.91 20/2 7 A 8 30/3 7.38 Tilt Skillet K spare " 20/1 9 9 B 10 0.6 Cold table K 30/2 K Space 0.00 20/1- 11 C 12 0 space " K K Tortilla warmer 3.04 20/2 13 A 14 30/3 8.21 Rotisserie K Draft beer powr pack " 20/1 15 15 B 16 C " " K R GP recept at rice cooker area 0.36 20/1 17 C 18 0 space 13 K K Rice cooker 0.96 20/1 19 A 20 40/3 8 Air deck oven K K Cold table 0.30 20/1 21 B 22 0.00 " " C spare Spare 0.00 20/1 23 C 24 0.6 cold table " A L Spare 0.00 20/1 25 A 26 20/1 0 Spare R L Spare 0.00 20/1 27 B 28 20/1 0 Spare L L Spare 0.00 20/1 29 C 30 20/1 0 Spare L L Spare 0.00 20/1 31 A 32 20/1 0 Spare L L Spare 0.00 20/1 33 B 34 20/1 0 Spare L L Spare 0.00 20/1 35 C 36 20/1 0 Spare L L Spare 0.00 20/1 37 A 38 20/1 0 Spare L L Spare 0.00 20/1 39 B 40 20/1 0 Spare 0 space Spare 0.00 20/1 41 C 42 20/1 0 Spare 0 A A B C PHASE 16.62 15.26 12.50 KVA CONNECTED Load Summary Total Load Total Load KVA KVA AMPS CODE Description KVA KVA L Lighting 0 X 125% 0.00 R Receptacles 1.5 X 100% 1.50 R Receptacles over 10kva 0.00 X 50% 0.00 C Computers 0 X 100% 0.00 M Motors 0 X 100% 0.00 LM Largest Motor 0 X 25% 0.00 K Kitchen 29.803 X 65% 19.37 N Noncoincident 0 X 0% 0.00 0 Other 0 X 100% 0.00 Remainder 0 X 100% 0.00 CODE Description KVA KVA L Lighting 0 X 125% 0.00 R Receptacles 0.36 X 100% 0.36 R Receptacles over 10kva 0.00 X 50% 0.00 C Computers 0 X 100% 0.00 M Motors 0 X 100% 0.00 LM Largest Motor 0 X 25% 0.00 K Kitchen 44.023 X 65% 28.61 N Noncoincident 0 X 0% 0.00 0 Other 0 X 100% 0.00 Remainder 0 X 100% 0.00 Connected 44.38 123.19 Calculated 28.97 80.43 Spare capacity: 19.57 % Remarks: PANEL SCHEDULE Panel : SL Location: Voltage: J208/120 Voltage: 208/120 4 Wire X Rated: 150A X Lugs AIC Rating X Section Enclosure: Flush X Surface 3 Phase Ground bar. Isolated Gnd 100% Neutral Main Lugs Main Breaker Feed Thru Double Lugs 14K 18K 35K Series rated code Description KVA BKR CKT # PHASE CKT# BKR KVA Description code K Microwave 3.18 20/2 1 A 2 20/2 1.5 Plate warmer K K draft beer comp 1.44 20/1 3 B 4 0.4 GP recept Dining (Banquets) 20/1 Oct -17 R Recept 1.50 20/1 5 C 6 20/2 1.5 Plate warmer K K spare 0.00 20/1 7 A 8 0.36 20/1 5 K R spare 0.00 20/1 9 B 10 20/1 0.6 Cold table K 30/2 spare 0.00 20/1 11 c 12 20/1 0 space K K Plate warmer 1.50 20/2 13 A 14 20/2 4.8 Toaster K K Draft beer powr pack 1.44 20/1 15 B 16 11 C " 17 K Cold table 0.60 20/1 17 C 18 20/1 0 space 13 K spare 0.00 20/1 19 A 20 20/2 3.18 Microwave K K spare 0.00 20/1 21 B 22 " 0.00 " 23 C spare 0.00 20/1 23 C 24 20/1 0.6 cold table K A spare 0.00 20/1 25 A 26 20/1 0.6 Plate freezer K K Holding drawer 1.02 20/1 27 B 28 20/1 0.6 cold table K K Holding drawer 1.02 20/1 29 c 30 20/1 0 space " K Bain Marie 1.30 20/2 31 A 32 20/1 0.3 Printers K K Walk in cooler fans and door heater 1.44 20/1 33 B 34 20/2 2.88 Heat Lamps space K K Microwave 3.18 20/2 35 C 36 150/3 28.97 Panel A3 Shunt trip 0 0 Panel SL 20.87 150/3 37 A 38 20/2 1.44 Heat lamps K B space 0.00 20/1 39 B 40 space " K Soft drink disp space 0.00 20/1 41 C 42 20/1 0 space PHASE A B C PHASE 11.69 11.39 7.11 KVA CONNECTED Load Summary 20/1 Total Load Space KVA AMPS AMPS CODE Description KVA KVA L Lighting 0 X 125% 0.00 R Receptacles 1.5 X 100% 1.50 R Receptacles over 10kva 0.00 X 50% 0.00 C Computers 0 X 100% 0.00 M Motors 0 X 100% 0.00 LM Largest Motor 0 X 25% 0.00 K Kitchen 29.803 X 65% 19.37 N Noncoincident 0 X 0% 0.00 0 Other 0 X 100% 0.00 Remainder 0 X 100% 0.00 Connected 31.30 86.89 Calculated 20.87 57.93 Spare capacity: 61.38 % Remarks: Located on end wall to serve custom built serving line PANEL SCHEDULE Panel : Al Location: Voltage: J208/120 Voltage: 208/120 4 Wire Rated: 400A X Lugs AIC Rating 208/120 4 Wire Section Enclosure: Flush Surface X NEMA 3R NEMA 12/3R 3 Phase Ground bar Isolated Gnd TVSS 200% Neutral Main Lugs Main Breaker Feed Thru Double Lugs 14K 18K 35K Series rated CODE Description KVA BKR CKT # PHASE CKT# BKR KVA Description code K beer cooler fan coils & misc. 0.84 20/1 1 A 2 30/2 3.5 Coffee maker K K draft beer comp 1.44 20/1 3 B 4 0.4 GP recept Dining (Banquets) 20/1 Oct -17 K Slushie remote comp 1.8 20/1 5 C 6 30/2 3.5 Coffee maker K K Hood control power / Hood lights 1.2 20/1 7 A 8 0.36 20/1 5 C R GP receptacles 0.36 20/1 9 B 10 30/2 2 Esspresso machine K 30/2 Spare A 20/1 11 c 12 Compressor. unit CU -01 (roof) Oct -17 K K K Draft beer powr pack 1.44 20/1 13 A 14 20/1 0.5 recept for Grinder K K Draft beer powr pack 1.44 20/1 15 B 16 11 C space 17 K Draft beer nitrogen gen 1.44 20/1 17 C 18 EF -3 (on roof) 0.36 space 13 K soft drink carbonator 1.56 20/1 19 A 20 40/3 17.424 Dishwasher K K soft drink Carbonator 1.56 20/1 21 B 22 " 0.00 20/1 23 C Spare 20/1 20/1 23 c 24 18 0.86 II 25 A Spare 20/1 20/1 25 A 26 60/3 6.912 Dimming / Lighting Control Panel L K Ice machine 6.12 30/3 27 B 28 space 0.00 20/1 29 21 B 22 0.79 29 C 30 Hot water circ pump 0.70 20/1 " A " II31 20/1 23 C A 32 60/2 2.14 Panel A5 0 K Walk in cooler fans and door heater 1.44 20/1 33 B 34 A 26 20/2 1.8 L Walk in cooler Lights 0.2 20/1 35 C 36 150/3 28.97 Panel A3 Shunt trip 0 0 Panel SL 20.87 150/3 37 A 38 Power for Patio heaters (gas) " II ;; 39 B 29 C 30 39 B 40 space II K Soft drink disp " " 0.84 20/1 41 C 42 A B space PHASE A B C PHASE 36.88 36.83 32.96 KVA CONNECTED Load Summary 20/1 Total Load Space KVA AMPS AMPS CODE Description KVA KVA L Lighting 9.822 X 125% 12.28 R Receptacles 6.61 X 100% 6.61 R Receptacles over 10kva 0.00 X 50% 0.00 C Computers 0 X 100% 0.00 M Motors 20.275 X 100% 20.28 LM Largest Motor 11.2 X 25% 2.80 K Kitchen 68.904 X 65% 44.79 N Noncoincident 0 X 0% 0.00 0 Other 56.8829 X 100% 56.88 Remainder 0 X 100% 0.00 Connected 162.49 451.04 Calculated 143.63 398.69 Spare capacity: 0.33 % Remarks: SECTION 1 PANEL SCHEDULE PANEL SCHEDULE Voltage: J208/120 Rated: Panel : A2 Location: AIC Rating MLO Voltage: 208/120 4 Wire Rated: 400 A X Lugs Lugs AIC Rating CKT# PHASE Section Enclosure: Flush Surface NEMA 3R NEMA 12/3R X 3 Phase Ground bar Isolated Gnd TVSS 200% Neutral Main Lugs Main Breaker Feed Thru Double 14K 18K 35K Series rated code Description 0.00 KVA BKR CKT # PHASE CKT# BKR KVA Description A 2 code K Bar Glass washer B 3.12 30/2 1 A 2 20/1 0.4 GP recept Dining (Banquets) 20/1 Oct -17 K K " 0 space M 3 B 4 20/1 0.9 GP recept Dining 8 Oct -17 K K REC Reach in cooler B 0.36 20/1 5 C 6 20/1 0 spare Refer compr K 46,47 M A K Bar Glass washer 20/1 3.12 30/2 7 A 8 20/3 0.72 GP dining recept (Banquets) Compressor. unit CU -01 (roof) Oct -17 K K " " 14 30/2 0 9 B 10 " 1.56 Glass Polisher recept 15 17 -Oct 16 R GP receptacle " 0.36 20/1 11 C 12 17 C space 20/1 0 Spare R GP receptacle EF -3 (on roof) 0.36 20/1 13 A 14 20/3 0 SPACE L Oct -17 K spare 21 0.00 20/1 15 B 16 L A " 0.00 20/1 23 C spare 20/1 0.00 20/1 17 C 18 0.86 20/1 25 A 26 20/1 K Frozen bev disp L 4.68 20/3 19 A 20 20/3 1.44 Air curtain 0.52 Misc recept - elec rm, 0 B space 0.00 20/1 29 21 B 22 0.79 Gp recept and electric flush Womens R M Hot water circ pump 0.70 20/1 " A 32 20/1 23 C 24 B space " " 20/1 33 B K Frozen bev disp 0 4.68 20/3 25 A 26 20/2 1.8 Heat lamps 36 20/1 K Spare 35 O Power for Patio heaters (gas) 1.73 27 B 28 38 20/1 " " GP receptacles at upper lounge R K Power for Patio heaters (gas) " II 20/1 39 B 29 C 30 20/2 1.8 Heat lamps space K K Soft drink disp 42 0.84 20/1 31 A 32 A B " " PHASE K K Carbonator KVA CONNECTED 1.56 20/1 33 B 34 20/1 0 Space Connected KVA AMPS R GP recept Connected 0.36 20/1 35 C 36 20/1 0 Space Spare 0.00 20/1 37 A 38 20/1 0 Space Spare 0.00 20/1 39 B 40 20/1 0 Space Spare 0.00 20/1 41 C 42 20/1 0 Space A 8 C PHASE 10.36 10.32 6.72 KVA CONNECTED Load Summary Total Load KVA AMPS CODE Description L Lighting R Receptacles R Receptacles over 10kva C Computers M Motors LM Largest Motor K Kitchen N Noncoincident 0 Other Remainder KVA KVA 0 X 125% 0.00 1.08 X 100% 1.08 0.00 X 50% 0.00 0 X 100% 0.00 0 X 100% 0.00 0 X 25% 0.00 23.98 X 65% 15.59 0 X 0% 0.00 1.44 X 100% 1.44 1.56 X 100% 1.56 Connected Calculated Spare capacity: 100.00 % Remarks: SECTION 2 PANEL SCHEDULE Panel : A4 Location: Voltage: J208/120 Rated: 400 A AIC Rating MLO Section Enclosure: 3 Phase 4 Wire Flush Ground bar Main Lugs X 14K Surface X Isolated Gnd Main Breaker 18K NEMA 3R TVSS Feed Thru Lugs 35K NEMA 12/3R 200% Neutral Double Lugs Series rated code Description KVA BKR CKT# PHASE CKT# BKR KVA Description code PHASE CKT# 0.00 30/2 1 A 2 60/2 11.2 DXFC-1 M A 2 20/1 0.4 3 B 4 Office POS recept 0.4 20/1 3 R GP recept 0.18 20/1 5 c 6 30/2 0 space M A Spare 0.00 20/1 7 A 8 GP recept at Main bar 0.54 20/1 7 B " Spare 0.00 20/1 9 B 10 30/2 2.75 Refer compr K 46,47 M A Spare 0.00 20/1 11 C 12 spare 11 M Compressor. unit CU -01 (roof) 3.08 20/3 13 A 14 30/2 0 space M A " 15 B 16 " 15 O space 17 C 18 20/1 0 Spare 17 M EF -3 (on roof) 1.69 20/2 19 A 20 20/1 0 Oct -17 L B " 21 B 22 20/1 0.95 Lighting , task and LV lights at Main bar L A Spare 0.00 20/1 23 C 24 20/1 1.04 Lighting Serving line and kitch L M EF -4 (on roof) 0.86 20/1 25 A 26 20/1 0.72 Lighting - Office U/C, Employee bath L R GP roof receptacle 0.18 20/1 27 B 28 20/1 0.52 Misc recept - elec rm, R B space 0.00 20/1 29 c 30 20/1 0.79 Gp recept and electric flush Womens R M Hot water circ pump 0.70 20/1 31 A 32 20/1 0.79 Gp recept and electric flush Mens R B space 0.00 20/1 33 B 34 20/1 0 Spare 33 A space 0.00 20/1 35 C 36 20/1 0 Spare 35 O Power for Patio heaters (gas) 1.73 20/1 37 A 38 20/1 1.09 GP receptacles at upper lounge R O Power for Patio heaters (gas) 1.73 20/1 39 B 40 20/1 0.72 GP receptacles at private dining R B space 20/1 41 c 42 20/1 0.9 GP recept at entry area R A A B C PHASE 13.36 12.94 5.31 KVA CONNECTED Load Summary 1.74 Total Load 0.80 KVA AMPS CODE Description KVA KVA L Lighting 2.71 X 125% 3.39 R Receptacles 5.17 X 100% 5.17 R Receptacles over 10kva 0.00 X 50% 0.00 C Computers 0 X 100% . 0.00 M Motors 20.275 X 100% 20.28 LM Largest Motor 11.2 X 25% 2.80 K Kitchen 0 X 65% 0.00 N Noncoincident 0 X 0% 0.00 0 Other 3.456 X 100% 3.46 Remainder 0 X 100% 0.00 Connected KVA AMPS Calculated CODE Description KVA KVA L Lighting 0 X 125% 0.00 R Receptacles 2.14 X 100% 2.14 R Receptacles over 10kva 0.00 X 50% 0.00 C Computers 0 X 100% 0.00 M Motors 0 X 100% 0.00 LM Largest Motor 0 X 25% 0.00 K Kitchen 0 X 100% 0.00 N Noncoincident 0 X 0% 0.00 0 Other 0 X 100% 0.00 Remainder 0 X 100% 0.00 Connected Spare capacity: 100.00 % Remarks: SECTION 3 PR❑VIDE BY OWNER SL 150A MLO 2"C-3#1/0 & 1#2 CU. 1,25" 4#6 CU. A5 60A ML 0 A3 150A MB (SHUNT TRIP) 2"C-4#3/0 & 1#6eq, gnd-o (2) 2"C-4#3/OKCM CU. LCP A4 A2 Al 400A 400A 400A MLO MLO MB 120/208V 120/208V 120/208V 30 4W 30 4W 30 4W SEC 3 SEC 2 FEED THRU SEC 1 FEED THRU (2) 2"C-4#3/OKCM CU. 1.25" 4#6 CU, ' 26,900 AIC SERIES RATED (2) 2"C-4#3/OKCM CU.+ l#3gnd 225 KVA 277/480 H1 600A MLO 277/480 30 4W MALL ELECTRICAL ROOM 600AS 600AF -(2) 2,5"C-4#350KCM CU. c�-2,5"C-3#350KCM +1#4 EA. GND O (2) 2,5"C-4#350KCM CU. 0 CT AND METER 600/3 600A MAIN DISTRIBUTION BOARD 277/480-30-4W 21,196 AIC PARKING LEVEL 1#1/0 CU. TO MALL EXISTING RISER DIAGRAM NOT TO SCALE #2/OCu. 2.5"C-4#350KCM CU, RISER NOTE: REMOVE 600A DISCONNECT AND REPLACE WITH PANEL H1 FOR PERMANENT SERVICE PANEL SCHEDULE Panel : A5 Location: office Voltage: 120/208 4 Wire X X Rated: 60A X Lugs AIC Rating Section Enclosure: Flush X Surface NEMA 3R NEMA 12/3R 1 Phase Ground bar Isolated Gnd TVSS 100% Neutral Main Lugs Main Breaker Feed Thru Double Lugs 14K 18K 35K Series rated X code Description KVA BKR CKT # PHASE CKT# BKR KVA Description code R Office GP receot 0.2 20/1 1 A 2 20/1 0.4 POS recept at at east kitchen Oct -17 R R Office POS recept 0.4 20/1 3 B 4 20/1 0 space Oct -17 R R POS recept at Main Bar 0.6 20/1 5 A 6 20/1 1.5 Ded Av closet R R GP recept at Main bar 0.54 20/1 7 B 8 20/1 0.6 Req printers at Serving line R R Office POS receptacles 0.4 20/1 9 A 10 spare R R spare 11 B 12 spare R R 13 A 14 R R 15 B 16 R R 17 A 18 R R 19 B 20 R 21 A 22 R 23 B 24 R 25 A 26 27 B 28 29 A 30 31 B 32 33 A 34 35 B 36 37 A 38 39 B 40 41 A 42 A B PHASE 1.74 0.80 KVA CONNECTED Load Summary Total Load KVA AMPS CODE Description KVA KVA L Lighting 0 X 125% 0.00 R Receptacles 2.14 X 100% 2.14 R Receptacles over 10kva 0.00 X 50% 0.00 C Computers 0 X 100% 0.00 M Motors 0 X 100% 0.00 LM Largest Motor 0 X 25% 0.00 K Kitchen 0 X 100% 0.00 N Noncoincident 0 X 0% 0.00 0 Other 0 X 100% 0.00 Remainder 0 X 100% 0.00 Connected 2.14 10.29 Calculated 2.14 10.29 Spare capacity: 82.85 % Remarks: RECEIVED CITY OF TUiKWILA JAW) PER TE REQUIRED O[ SEA` 'H 828 Poplar Place South Seattle, Washington 98144 Phone: (206)-329-2040 Web Site: www.smeincofseattle.com -J S pr ENGINEERING Consulting Electrical Engineers 19515 North Creek Parkway, Suite 302 Bothell, Washington 98011 Phone: 425-402-9400 Fax: 425-402-9402 Jo LC) PLOT DATE: 10-22-2017 Project Manager: JB Design: JB/SG Drafter: Job Number: SMEXX/CE#17258 SME REVISIONS DESCRIPTION PERMIT SET RISER DIAGRAM PANEL SCHEDULES E0.1 !AO 111911 J 2 •) EXISTING CONTROLS TO REMAIN EXISTING WINE BAR TO BE REMOVED EXTEND EXISTING CIRCUIT TO NEW RECEPTACLE IN BANQUETS. TYPICAL 4 LOCATIONS a BEER 122 i I - BEER 122 L STAFF 119 WAP STORAGE 118 0(E) A4-42 0 (E) EXTEND—EXISTING—CIRCUIT—TO—NEW--- RECEPTACLE XTENDEXISTING—CIRCUITTO—NEWSRECEPTACLE LOCATION (TYPICAL). (E) WAP I LOUNGE 101 REFER TO ARCHIECTURAL: PROVIDE DEMOLITION TO SUPPORT NEW CONSTRUCTION. RE—USE EXISTING CIRCUITS FOR NEW CONSTRUCTION AS MUCH AS PRACTICAL. BAR 102 1 L REWORK EXISTING SERVICE - STATION POWER TO NEW GP RECEPTACLES IN BANQUETS WAP TV®E) 2-2 PATIO 002 J BEER 122 STORAGE 117 DISH 112 LINEN 111 H1-7,9,11 ■ ■ ■ ■ 104 WP H1-13,15,17 CU -02 (30AS) WALK-IN COOLER PROTEIN/PRODUCE 116 PREP 113 WAP WALK-IN FREEZER 114 KITCHEN 110 WAP A5-2 SERVICE 109 (E) WAP E EXISTING—RECEPTACLE TO BE REWORKED -ANDD EXTENDED TO NEW RECEPTACLES 8 ❑I WAITING 100 10 REFER TO ID DRAWINGS FOR LOCATIONS EXTEND EXISTING CIRCUIT TO NEW RECEPTACLE LOCATION (TYPICAL). '\ ( i its DINING 01 103 r l� ■■ ■■. AV 105 EXTEND EXISTING CIRCUIT WAP WAP FUTURE WIRING ONLY POWER/COMMUNICATIONS FLOOR PLAN SCALE: 1/4" = 1'-0" ❑ ❑ WAP FUTURE WIRING ONLY PATIO 001 WAP ❑ ❑ 0 C ( o E WOMEN'S 108 I MEN'S ❑ ❑ SEPARATE PERMIT AND APPROVAL RE s D - EXISTING WATER STATION TO BE DEMOLISHED. REROUTE EXISTING RECEPTACLE TO THIS LOCATION. - EXISTING BAR TO BE REMOVED. RECEIVED CITY OF TUKWILA JAN 292018 PERMIT CENTER EA - 828 Poplar Place South Seattle, Washington 98144 Phone: (206)-329-2040 Web Site: www.smeincofseattle.com CAS ENGINEERING Consulting Electrical Engineers 19515 North. Creek Parkway, Suite 302 Bothell, Washington 98011 Phone: 425-402-9400 Fax: 425-402-9402 LO J � Q Z w � z z }w= OQ OJ can co LaoY ham H PLOT DATE: 10-22-2017 Project Manager: JB Design: JB/SG Drafter: Job Number: SMEXX/CE#17258 SME REVISIONS DESCRIPTION PERMIT SET POWERICOMM FLOOR PLAN E1.0 FLAG NOTES REMOVE EXISTING LIGHTING CONTROL PANEL AND PROVIDE NEW AS SCHEDULED ON SHEET E0.0 AND CIRCUITED AS SHOWN ON RISER DIAGRAM, SHEET E0.0. PROVIDE DEMOLITION TO SUPPORT NEW CONSTRUCTION. RE -USE EXISTING CIRCUITS FOR NEW LIGHTING AS MUCH AS IS PRACTICAL. EXISTING BAR LIGHTING (2xC2, ROPELIGHT) TO BE REMOVED EXISTING JUNCTION BOX FOR CONNECTION TO ILLUMINATED SIGN. PROVIDE NEW JUNCTION BOX CONNECTION POINT FOR ILLUMINATED SIGN. CHANGE COLOR OF EXIT SIGN FROM WHITE TO BLACK REMOVE ALL FIXTURES THIS AREA AND ENTRY EXISTING (4) DIMMERS TO BE REMOVED ALL EXISTING REMOTE SWITCH LOCATIONS TO BE REMOVED. NEW MASTER SWITCH LOCATION FOR NEW DIMMER PANEL IS SHOWN GENERAL NOTES 1. EXISTING LIGHTING WITH NO NUMBERING IS EXISTING TO REMAIN ON EXISTING CIRCUIT AND LIGHTING ZONE AND IS SHOWN FOR REFERENCE ONLY. 2. NUMBERS SHOWN NEXT TO LIGHT FIXTURES REPRESENT ZONES IN THE LIGHTING CONTROL PANEL. REFER TO LCP SCHEDULE, SHEET E0.0, FOR CIRCUIT NUMBERS AND CONTROLS FOR SPECIFIC ZONES AND FIXTURES. 3. ALL FIXTURES TO BE RELAMPED PER LAMP SCHEDULE ON ID2.0 `-II-■■IU-II UU-■I-lr-■u—.II-I.-U•-UI-lu—II-UU-u-rU-IIL5B — (E) - EXISTING (ER)- EXISTING TO BE REMOVED Z-27 J 27 L5A Z-5 (F) BEER 122 BEER 122 (E) r (E) (E) BEER 122 (E) I II STAFF 119 (E) U) (E) (E) (E) ELECTRICAL 118 (E) L5B 5 L8 33 Z-33 4 4 (E) LOUNGE 101 (E) HS Oe \ (E) I I-- i—s I p■Nam r�oI1.0 TI r—i" iirfo®ir�= ri�-ioorr��ryI r-111-1" MINX" IM12-22 1•1212-11-2- r- i r- i r> -y -r- rr- rr— rr rr0 — Z-6 34 L-1034 CTO 34 I L10 34 6 (E) Z-34 34 L10 BAR 102 34 L10 34 34 L10 34 L10 L .� 41��J.r_ �.I�Ai•l r./_�IgU I�ALr.I IAIt.IJJr���1111r�IJirYl.rlrr�ru U ■ ■ r �uJps ¶ — -� � LL ..R ✓�:1 a O e L Liter 14_I L 1 1 i i ( i 1 11 L 4 0 (E) I (ER) L T L Z-30 1 4 E) 4 (E) (E) (E) (E) Z-4 (E) F (E)1 STORAGE 117 (E) (E) (E) WALK-IN COOLER PROTEIN/PRODUCE 116 (E) PREP 113 WALK-IN FREEZER 114 (E) (E) s DISH 112 (E) (l) (E) 0 U) (E) Ai► -.i LINEN 111 (E) 104 (E) 0 (E) ■■ lR T r L-2 (E) 104 ■■ Z-29 L1 O 1) 8 KITCHEN 110 (E) L1 29 {❑ 29 (ER Z-10 L1 L9 (ER to L1 29 Z-23 WAITING 100 4 (E) ■■ ■■ (E)`-' 21 C (E) IC) A 2 n1 ( L1 m' Z-24 Z-25 (ER1 29 (E) (E) (E) (E) 8 (E) [Z-29 L1 8 8 (E) 29 I❑ OA. 11L0 410Ilte4INTO L1 *29 (E) (E) O (E) O Z-8 -H 8 (E) h L1 �29 ❑ L1 r L1 $29 ❑I 1 29 .L1 29 L1 29 I1 .29 18 L3 (E) DINING 103 L1 2 18 L3 (E) 3 ( (ER) (ER) -AL2 � J � 21 PATIO 002 Sp qr �CS-w 3�j a (E) 19 ( ❑❑ 19 19 (E) 0 4 19 (E) PATIO 001 19 (E) 19 i 18 ft Z=26 D L3 (E) ( ) 16 ) 1 (E) a 16 (E) 0 16 (E (E) 16 F (E) 16 Z-28 11 L2 L2 L2 26 _ Z-14 I L5B 28 (E) 8 (E) (E) 15 19 (E) I LA 11 MEN'S 107 (E) (E) a 15 (E)(E) 15 f (E) 21 19 (E) 22 LIGHTING FLOOR PLAN (E) ILLUMINATED SIGN SCALE: 1/4" = 1 '-0" 22 El 22 (E) 22 4PARATE / WIT AND APPROVAL REQUIRED RECEIVED CITY OF TUKWILA JAN 2 9 2018 PERMIT CENTER 828 Poplar Place South Seattle, Washington 98144 Phone: (206)-329-2040 Web Site: vvww.smeincofseattle.com CASE ENGINEERING Consulting Electrical Engineers 19515 North Creek Parkway, Suite 302 Bothell, Washington 98011 Phone: 425-402-9400 Fax: 425-402-9402 LO cnEz=== 0 La), ov) c==z) < 1== <E% CAD ===i §an co PLOT DATE: 10-22-2017 Project Manager: JB Design: JB/SG Drafter: Job Number: SMEXX/CE#17258 SME REVISIONS REV DATE DESCRIPTION REV2 11-10-2017 PERMIT SET LIGHTING FLOOR PLAN E2.0 11,1111111111111111 m' Z-24 Z-25 C--....\\ in (E) DINING 103 L1 2 18 L3 (E) 3 ( (ER) (ER) -AL2 � J � 21 PATIO 002 Sp qr �CS-w 3�j a (E) 19 ( ❑❑ 19 19 (E) 0 4 19 (E) PATIO 001 19 (E) 19 i 18 ft Z=26 D L3 (E) ( ) 16 ) 1 (E) a 16 (E) 0 16 (E (E) 16 F (E) 16 Z-28 11 L2 L2 L2 26 _ Z-14 I L5B 28 (E) 8 (E) (E) 15 19 (E) I LA 11 MEN'S 107 (E) (E) a 15 (E)(E) 15 f (E) 21 19 (E) 22 LIGHTING FLOOR PLAN (E) ILLUMINATED SIGN SCALE: 1/4" = 1 '-0" 22 El 22 (E) 22 4PARATE / WIT AND APPROVAL REQUIRED RECEIVED CITY OF TUKWILA JAN 2 9 2018 PERMIT CENTER 828 Poplar Place South Seattle, Washington 98144 Phone: (206)-329-2040 Web Site: vvww.smeincofseattle.com CASE ENGINEERING Consulting Electrical Engineers 19515 North Creek Parkway, Suite 302 Bothell, Washington 98011 Phone: 425-402-9400 Fax: 425-402-9402 LO cnEz=== 0 La), ov) c==z) < 1== <E% CAD ===i §an co PLOT DATE: 10-22-2017 Project Manager: JB Design: JB/SG Drafter: Job Number: SMEXX/CE#17258 SME REVISIONS REV DATE DESCRIPTION REV2 11-10-2017 PERMIT SET LIGHTING FLOOR PLAN E2.0 11,1111111111111111