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Home My WebLink AboutPermit D13-293 - WINGSTOP - TENANT IMPROVEMENT This record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. D13-293 Wingstop 17424 Southcenter Parkway DIGITAL RECORDS (DR) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # Code Exemption Brief Explanatory Description Statute/Rule The Privacy Act of 1974 evinces Congress' intent that social security numbers are a private concern. As such, individuals’ social security Personal Information – numbers are redacted to protect those Social Security Numbers 5 U.S.C. sec. individuals’ privacy pursuant to 5 U.S.C. sec. DR1 Generally – 5 U.S.C. sec. 552(a); RCW 552(a), and are also exempt from disclosure under section 42.56.070(1) of the Washington 552(a); RCW 42.56.070(1) State Public Records Act, which exempts under 42.56.070(1) the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card numbers, electronic check numbers, credit Personal Information – expiration dates, or bank or other financial RCW 54 DR2 Financial Information – account numbers, which are exempt from 42.56.230(5) disclosure pursuant to RCW 42.56.230(5) RCW 42.56.230(4 5) , except when disclosure is expressly required by or governed by other law. WINGSTOP 17424 SOUTHCENTER PKWY D13-293 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.Rov DEVELOPMENT PERMIT 2623049110 Permit Number: 17424 SOUTHCENTER PKWY Project Name: WINGSTOP Issue Date: Permit Expires On: D13-293 12/4/2013 6/2/2014 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: KIR TUKWILA 050 LLC C/O KIMCO REALTY CORP 3333 NEW HYDE PARK RD #100 PO , NEW HYDE PARK, WA, 11042 ROD BUTLER 3218 EASTLAKE AV E, SUITE 1B , SEATTLE, WA, 98102 MATT'S REMODELING/REPAIR INC PO BOX 70041, BELLEVUE, WA, 98005 MATTSR1125J1 Lender: Name: SELF FUNDED - WINGSTOP Address: 1/1 Phone: (206) 402-5783 Phone: (206) 999-8468 Expiration Date: 7/15/2014 DESCRIPTION OF WORK: SUBTYPE: ARST STATUS: PENDING DESCRIPTION: NEW TENANT: TENANT IMPROVEMENT OF RESTAURANT, INSTALL KITCHEN, SERVING AREA, SEATING. Project Valuation: $75,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: NO Fees Collected: $2,064.11 Type of Construction: V-A Occupancy per IBC: A-2 Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: HIGHLINE,TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: Internations Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: 2012 2012 2012 2012 International Fuel Gas Code: WA Cities Electrical Code: WA State Energy Code: 2012 2012 2012 Public Works Activities: Channelization/Striping: N Curb Cut/Access/Sidewalk: N Fire Loop Hydrant: N Flood Control Zone: Hauling/Oversize Load: N Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Yes Permit Center Authorized Signature: _ 1' �L_.' Date: I hearby certify that I have read and ed this permit and know the same to be true and correct. All provisions of law and ordinances gov this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Date: Print Name: \"S\k�� This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING DEPARTMENT CONDITIONS*** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a'separate permit issued by the City of Tukwila Permit Center (206/431-3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: New suspended ceiling grid and light fixture installations shall meet the non -building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 7: Readily accessible access to roof mounted equipment is required. 8: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 11: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 13: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 14: ***FIRE DEPARTMENT CONDITIONS*** 15: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 16: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3-2.1) 17: 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) 18: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 19: 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) 20: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4-3, 4-4) 21: A Type 1 hood shall be installed at or above all commercial cooking appliances and domestic cooking appliances used for commercial purposes that produce grease vapors. Each required commercial kitchen exhaust hood and duct system required by section 610 of the International Fire Code to have a Type 1 hood shall be protected with an approved automatic fire -extinguishing system installed in accordance with this code. (IFC 610.2, IFC 904.2.1 and IFC 904.11) Automatic fire -extinguishing systems shall comply with UL 300 or other equivalent standards and shall be installed in accordance with the requirements of the listing. (NFPA 96, 10.2.3) 22: All new automatic fire -extinguishing systems and all modifications to existing automatic fire -extinguishing systems shall have fire department review and approval of drawings prior to installation or modification. 23: Portable fire extinguishers shall be provided within a 30 -foot (9144 mm) travel distance of commercial - type cooking equipment. Cooking equipment involving vegetable or animal oils and fats shall be protected by a Class K rated portable extinguisher. (IFC 904.11.5) 24: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 25: Each door in a means of egress from an occupancy of Group A or E having an occupant load of 50 or more and any Group H occupancy shall not be provided with latch or lock unless it is panic hardware or fire exit panic hardware on rated fire doors. (IFC 1008.1.9) 26: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 27: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 28: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 29: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on-site generator. (IFC 1006.1, 1006.2, 1006.3) 30: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.4) 31: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 32: 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) 33: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 34: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13-8.6.5.3.3) 35: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2327). 36: An approved manual fire alarm system including audible/visual devices and manual pull stations is required for this project. The fire alarm system shall meet the requirements of Americans With Disabilities' Act (I.B.C.), N.F.P.A. 72 and the City of Tukwila Ordinance #2328. 37: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2328) 38: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2328) (IFC 104.2) 39: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 40: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) • 41: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 42: In occupancies of Groups A, E, I and R-1 and dormitories in Group R-2, curtains, draperies, hangings and other decorative materials suspended from walls or ceilings shall be flame resistant in accordance with NFPA 701 or be noncombustible. Where required to be flame resistant, decorative materials shall be tested by an approved agency and pass Test 1, as described in NFPA 701, or such materials shall be noncombustible. Reports of test results shall be prepared in accordance with NFPA 701 and furnished to the fire code official upon request. (IFC 805.1, 805.2) 43: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 44: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 45: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 46: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 47: Wingstop restaurant, as the new tenant, shall completely pump out the interceptor every three month. Restaurants that generate a small amount of of grease may, with the Public Works Directors approval, pump the interceptor on a 6 -month schedule. At any time, the City may inspect the interceptor and require service that is more frequent. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0409 FRAMING 0603 ROOF/CEILING INSUL 0406 SUSPENDED CEILING CITY OF TUKW,A Community Developer Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Per No. 1)13— 2� ?} Project No. Date Application Accepted: 0 9((p " ( 3 Date Application Expires: 3'. C (� \ (I (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 Address: Tenant Name: W t io cr P King Co Assessor's Tax No.: 2. Cy 2 3 04 Vi O Suite Number: Floor: New Tenant: IZ Yes ❑ .. No PROPERTY OWNER Name: "goo Name:4lA TVKImc...4r LP Address: 321 s Address: 3 S, 3S' Fran.44 Pc. 17-c-- 510 City: pc_t„ ,✓u,., State:L, Z'p��/ CONTACT PERSON — person receiving all project communication Name: "goo ��T"1.‘ts-12 Address: 321 s eN-srGh % 00. A VIS Gr 44 ill City: seef`r State:10A Zip:(c/nZ Phone:4�4r 42 57433Fax: Email: pop 13 G. Xi 3 Alac141 Tec 1"5• sol.% GENERAL CONTRACTOR INFORMATION Company Name: !Wt'TT S / is> n;G tki 3 istiu.14 rbt.Ts 1....,_ C L'C Address: Address: 32/e. 4,7;As7.1..AKu. Av, c.. w 18 City: State: Zip: Phone: ,,,,toG _00 4 7 ( Fax: Contr Reg No.: Exp Date: Tukwila Busines nse No.: _—,.., 20G-- q— a 4 WeilAkv\e H:\App ations\Forms-Applications On Line \2011 Ap. ' st' ermit Application Revised - 8-9-I Ldocx Revised: a st 2011 bh ARCHITECT OF RECORD Company Name: tki 3 istiu.14 rbt.Ts 1....,_ C L'C Architect Name: 12 Address: 32/e. 4,7;As7.1..AKu. Av, c.. w 18 City:A �.� State:WA Zip: r� Phone: Z0Go 40Z 576,3 Fax: 2.,xe2 lolSL Email: 20DC3e l43I�Vk.kIZITS. C.,vk ENGINEER OF RECORD Name: Company Name: Fit,,, tc�-r. Engineer Name: Address: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: ��_ Fit,,, tc�-r. Address: City: State: Zip: I Page 1 of 4 I BUILDING PERMIT INFORMATION — 206-431-3670 AIN Valuation of Project (contractor's bid price): $ 75,o u c9 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): 7-67")/46.,T- I G+4 PIto ✓ . U w --r — R c�7.4 u / F7 4- NC.s %71 /-. / 'twei V 3L Cix% /N T (3 Cr(r 1 V (C., t� % (0144 Will there be new rack storage? 0 Yes / S aKVIr+Gr APUL'A/ 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: csr Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes tir No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line\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 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: csr Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes tir No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docx Revised August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFOATION — 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 0 .. Highline ❑...Valley View 0 .. Renton 0... Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond 0 .. Insurance 0 .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑...Traffic Impact Analysis ❑ ... Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank 0 .. Grease Interceptor ❑ ...Cap or Remove Utilities 0 .. Curb Cut 0 .. Channelization 0 ...Frontage Improvements 0 .. Pavement Cut 0 .. Trench Excavation ❑ ...Traffic Control 0 .. Looped Fire Line 0 .. Utility Undergrounding 0 ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # ❑...Deduct Water Meter Size ❑ ...Sewer Main Extension Public 0 Private 0 ❑ ...Water Main Extension Public 0 Private 0 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip H:\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 OWN Signature: Print Name: UTHORIZED AGENT: Mailing Address: AV37' 5 /977 Sr: Date: 9/74C/'?3 766 Day Telephone: ��-- i� -J3 rG._ i/pir'in /of- evy9` 9t' 7s City H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-I I docx Revised: August 2011 bh State Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $1,252.75 D13-293 Address: 17424 SOUTHCENTER PKWY Apn: 2623049110 $1,252.75 $1,248.25 R000.322.100.00.00 $1,248.25 STATE BUILDING SURCHARGE $4.50 STATE BUILDING SURCHARGE TOTAL FEES PAID BY RECEIPT: R251 B640.237.114 $4.50 $1,252.75 Date Paid: Wednesday, December 04, 2013 Paid By: MATT'S REMODELING/REPAIRS, INC Pay Method: CHECK 17441 Printed: Wednesday, December 04, 2013 1:05 PM 1 of 1 YS7E City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov RECEIPT Parcel No.: Permit Number: D 13-293 Address: 17410 SOUTHCENTER PY TUKW Status: PENDING Suite No: Applied Date: 09/16/2013 Applicant: WINGSTOP Issue Date: Receipt No.: R13-02638 Payment Amount: $750.00 Initials: WER Payment Date: 09/16/2013 02:17 PM User ID: 1655 Balance: $1,314.11 Payee: EMERALD SOUND WINGS LLC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1139 750.00 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 750.00 Total: $750.00 Printed: 09-16-2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.Tukwila WA.Lov RECEIPT Parcel No.: Permit Number: D13-293 Address: 17410 SOUTHCENTER PY TUKW Status: PENDING Suite No: Applied Date: 09/16/2013 Applicant: WINGSTOP Issue Date: Receipt No.: R13-02639 Initials: User ID: VIER 1655 Payment Amount: $61.36 Payment Date: 09/16/2013 02:19 PM Balance: $1,252.75 Payee: RODERICK BUTLER TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 550938 ACCOUNT ITEM LIST: Description 61.36 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 61.36 Total: $61.36 rinr• Rcrcin4-CIA Printed: 09-16-2013 INSPEC ION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Projec : ., Type-afInspection: Ad es . i C73k)J9 Date Called: V7L12. Special Instructions: Date Wa ed: .- , ; J _ L a.m. pm. Requester: MA Phone No: pproved per applicable codes. `COMMENTS: OMMENTS: EJ Corrections required prior to pproval. C6„. / l , n INS ECTION FEE REQUIR UA 1 Date: . Prior to ext inspection, fee rrj4st be pa 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 Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Prof�e;t: WIN)6,S'ivP Type of Inspection: >i-- 1rJA 1/ j ?oa-f / , I, ,mud— 47 ,o,,,. -G' Address: k `-1-12.1 S . - . -( Date Called: givvi�-,uc ( L (-f „' Special Instructions: 1b.Avvi Date Wanted: / 5-1L4-14 a.m. Requester: .kir S nnez 2 o__ (.0_7cv I I►J Approved per applicable codes. Corrections required prior to approval. COMMENTS: '"7.0E-AnAalcAQCki L—i 6 KT iNic, _ 4.4676\A761 j ?oa-f / , I, ,mud— 47 ,o,,,. -G' C.3) 14 6 og 6 Ne -t le -ii- ) iVii•4() -/ 4 ��f t- ► VP t -T1041)__- 0 -(({Fd S tipectf: r Iv RSPECTION FEE QUIRED. Prior to. next inspection. fee must be paid at 6300 Southcenfer 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 Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 t3-293 Project: l� 1..) (NS-Jro Type of Inspection: S LC,S Fe al i>b , Ca E:,(L 1 46 Address: i"7LIZ14 SC 4. Date Called: Special Instructions: Date Wanted:. n Requester: Phone No: laApproved per applicable codes. a: Corrections required prior to approval. COMMENTS: 1 1-01c or: ,fes" Dal_7� REINSPECTION FEE REQUIRED. Pi or to next inspection, fee must be aid 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 Blvd., #100, Tu�ewila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 X13 Project:��"� W l f•1(,, Type of Inspection: -1--PA Ai i N) C. Address: 11 LI LLk S t Pcoti Date Called: Special Instructions: Date Wanted: - 7 t ,�aim. `0 Requester: Phone No: . pproved per applicable codes. Corrections required prior to approval. COMMENTS: Irtspeci n RE N 'ECTION.FEE REQUIRED. Prior(to next inspection. fee must be par at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection: Date: z= ? —, y INSPECTION RECORD Retain a copy with permit i--S-z 3_ ISI—�-0ZO = s °-, INSPECTION NUMBER PERMIT NUMBERS 1110044 CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: i V) 141 C-t-ae Sprinklers: __ Typ of Inspection: _ / — Ifp\ Address: Suite #: 1 7'- •I Monitor: - - liopoa'e- s4ewA -- ASS Contact Person: ce_ _W\i Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. OMMENTS: Sprinklers: __ Fire Alarm: Hood & Duct: Monitor: - - liopoa'e- s4ewA -- ASS Permits: Occupancy Type: ----- Ma 4.0 /4vSfia-l/ Vi /lee / T, kS 1,-. 1ryni S -->' / NS I( //vcur(dc /40x ED( -- NOT —1--; I(wA\ Ac y 6,..,-. --t N.c... 6,v ,_c_ ,4,4,1s A: IA 5 ycl—e C(s, ,a-, lout Needs Shift Inspection: Sprinklers: __ Fire Alarm: Hood & Duct: Monitor: - - Pre -Fire: Permits: Occupancy Type: Inspector: /7_5-3 Date: t-jsb y Hrs.: f 6 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from, the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit /h13.1r7 IY- 11- oao PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: 'Xi/05 sir Sprinklers: Fire Alarm: Hood & Duct: Type of I pection: /4 odd cA Ieck� -t c_. 1 . rloo < "A4-4ls Prod Address: Ij to 1 r v Suite #: � � ' ��w I E / � d Contact erson: w , Special Instructions: t J Phone No.: ok • .fir .e -z-er - r Approved per applicable codes. 24 -Corrections required prior to approval: COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: t Pre -Fire: 1 . rloo < "A4-4ls Prod 'Occupancy Type: -rk a try-. ,qc ca • _ o -C4 n.) o#" ti o ec, k iNtve Pc t.e- It CA -r6 C h #Jc. & Pc0Orc. Si c ,,, pANQ , t J M e,cJ, _ ok • .fir .e -z-er i tvtL -- c,(4.. / '\t H v A c_ RA -^i Kr o X sok a. /$ L2. 1 Lrpm/j fl�/c..rt,41 oj) Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: 'Occupancy Type: Inspector: /� Date: ,//r'//V 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 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit -S- 3o'7 013 -a c3 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: w-, � 5.10'o Sprinklers: Type of Inspection: sp,.,,,oei.... Fillc 1 ok Hood & Duct: Address: / -7 y Z LI Suite #:.1 S c Pkwy Contact Person: Special Instructions:• Phone No.: ,Approved per applicable codes. Corrections required prior to approval. COMMENTS: Fol.4 ( 04-c Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Kwisii Date: $ / _ /y Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 • INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit �Z _5 -: X13 -- 29 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: , , j V` ) vl c +-t le Sprinklers: Fire Alarm: Type of Inspection: S P C onl Q - /- Address: Suite #: n c q SC \ Permits: Occupancy Type: Contact Person: Special Instructions: I Phone No.: [-Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:`; ,/,--;//c Date: 2�i 6 /' / Hrs.: /. d $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit pig -25-'3 fig_ S- 307 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: V,N 5 e c_____T--e___, Type of Inspection: sr C,,u- r Address: /1-7 , y Suite #: ya S. C. �( Contact Person: Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: ! ptol- /1 A - ,,r S n� Lk / ( 121-440 - U cJ 1 Needs Shift Inspection:Sprinklers: c_____T--e___, Fire Alarm: ., Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 11 c_____T--e___, Date: y/'/' y 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 Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 Environmental Health Services Division 401 Fifth Avenue, Suite 1100 Seattle, WA 98104-1818 206-263-9566 Fax 206-296-0189 TTY Relay: 711 www.kingcounty.gov/health October 21, 2013 Rod Butler N3 Architects 3218 Eastlake Ave E. Seattle, WA 98102 Public Health L41 Seattle & King County Transmitted via electronic mail RE: Plans and Specifications for: Wingstop at 17410 Southcenter Pkwy, Tukwila, WA 98188 5111343178 P/E 6723 (Risk 3; approximately 54 customer seats) Dear Mr. Butler, Ciry o� TIVEo UKWILq DEC 0 4 2013 PERMIT CENTER The plans and specifications for the above new project have been reviewed and, in accordance with the provisions of Title 5, the Code of the King County Board of Health Rules and Regulations 05-06 (The Food Code) are hereby APPROVED and subject to the following conditions: 1. Nutrition labeling: Chain restaurants will require nutrition labels for their menu items. For general information, please refer to . http://www. kingcou ntv.gov/h ea lthservices/health/nutrition/hea lthveati ng/men u.aspx/print=1 2. Redlined item: I redlined in the employee lockers on the original sheet EQ.1 per the revised pdf plans. 3. Shielded light bulbs: Light bulbs shall be shielded, coated, or otherwise shatter -resistant in areas where there is exposed food; clean equipment, utensils, and linens; or unwrapped single -service and single -use articles. 4. Handsink splash guards: Where Tess than 18 inches lateral separation exists between sinks and adjacent fixtures, food -contact surfaces, or open storage shelving, a splash guard divider constructed of durable, nonabsorbent, and easily cleanable material must be provided. The height of the splash guard shall come up to the height of the faucet. 5. No changes shall be made without Health Department approval: The Health Department must grant approval for any remodeling of the food establishment, a change of the type of food establishment, or significant changes to the methods of food preparation or style of service. This approval letter only addresses the equipment, plumbing fixture locations and finishes. It does not include piping, grease traps, back flow prevention or other piping systems. Your establishment has been assigned the following plan review service number SR1343178. Please use this SR# in all future contact with us. As required in The Food Code, upon completion of the construction and before opening for business, the food service establishment operator/owner shall: 1. Pick up plans: Please pick up the approved plan set within three (3) weeks at the Bellevue Eastgate office which is located at 14350 SE Eastgate Way, Bellevue, WA 98007. Please contact me if you would like me to send the plans via courier to our Downtown Chinook office. 2. Pay for the annual Health Department permit (this is separate from the plan review fee): Complete the enclosed application for the annual operations permit. Include a copy of this letter when applying for the annual permit. Please call me prior to paying for your permit to verify the correct fee. If you plan to • • commence operation on or after December f , the fee is pro -rated to 25% the amount. Be advised that the penalty for commencing operation of a food service establishment without the required permit is 50% of the applicable permit fee. 3. Obtain a preoperational inspection approval. Contact Diane Agasid (206-296-9750) at least one week in advance to schedule a preoperational inspection. Be sure all other inspections (plumbing, building, etc.) are done before you call the Health Department for an inspection. Please refer to the enclosed Preoperational Checklist for more information. Your application for a food service establishment permit from Public Health Seattle & King County may be approved during this inspection. However, it is the responsibility of the food service establishment operator/owner to obtain all necessary permits and approvals from other agencies. Operating the establishment without these required permits or approvals may subject the operator/owner to legal action by the appropriate agencies. If the establishment is opened without the Health Department preoperational inspection, it may be subject to closure. Failed preoperational inspections will require a $402.00 fee (+$201.00/hr after 2 hours) for a repeat inspection. Please be aware that additional hourly fees will be charged if the total plan review and preoperational Inspection goes beyond the base four (4) hours for this new project. An invoice will be sent to you after the preoperational inspection and must be paid immediately. Contact your local building department or water district if pre-treatment facilities are required when wastewater contains more than 100 parts per million by weight of fat, oil or grease of animal, vegetable or mineral petroleum origin. If you have any questions, please don't hesitate to contact me. Thank you for your compliance in this matter and I look forward to seeing you soon. Diane A. Bondoc, R.S. Food and Facilities Plan Reviewer DAB Enclosures Cc: Matt Frantz, N3 Architects Gregory Southern, Owner, Wingstop Berhanu Alemayehu R.S, Health and Environmental Investigator II 2 -FILE -COPY - . ?Alr,-'.,..•.,fr% Baker Commodities Inc. RECEIVEn NOV 14 2013 TUKVvIL.r, • Recydmg for Life Ticket# 201181 PUBLIC WORKS Date: igOCT L0%3 Truck # Odd lime In: r) ' :: 0 A.41 Time Out:.y A SEATTLE I PO BOX 58368 I Seattle, WA 98138 Acct# /6.2.‘c Company K imC O Q"cA r ' 7 �o it 17 Address 11 `J/' Sour 'iadieA PKkg City law; tuiA State W P v t� Zip 9DIDK Municipality ❑ GRD #1 ❑ GRD #2 0 GRD#3 ❑ GRD #4 0 GRD #5 0 GRD #6 0 GRD #7 "reap Service Notes Last • 0 Used Cooling O I UCO Service Notes LBS: Solids Fully Needs ion • -Gallons OUIVIGU Low.ifUU11 P 4401 A/!/� f"Vv n .YNaa CI (I ( ..w •N %/ . �......�.._. YES NO .._r-__ YES NO -_r f } . 4940 N N ❑ NO ■NO •NO N • NO - ❑ YES CI NO ❑ YES 0 N REVIVED EOR ODE COMPLIANCE AP D ❑ YES ❑ NO ❑ YES ❑ NO ❑ YES ❑ NO ❑ YES 0 N NOV 2 1 2013 ❑ YES ❑ YES ■ YES ❑ NO ■NO •NO • NO - REVIVED EOR ODE COMPLIANCE AP D ❑ YES ❑ NO ❑ YES ❑ NO ❑ YES ❑ NO ❑ YES 0 N City of UILDIN UkwII , D bIVISI ON ❑ YES ❑ NO ❑ YES ❑ NO CIT 1 OF TED KWILA E V 0 8 2013 4).1 1R-44f4i, Baker Commodities Technician Manager Signature /...i-13' 3 Date • Certification: To the best of its knowledge. Baker Commodities, Inc. certifies that all information above is true and coned. The grease removal device(s) listed above was/were serviced by Baker Commodities and all grease, sludge and waste water was removed. on the date(s) indlcated'above. The condition of the material in the device was inspected prior to cleaning. All waste removed by Baker Commodities will be disposed of or recyded at an approved disposal site. Seattle WA Spokane WA Portland OR Grandview WA BUUHngs UT (208) 243-7387 (509) 535-5435 (503)289-1221 (509) 837-2826 (406) 254-2917 CtTR'M'ECTiON t� LTR*I TER NOV 2 1 2013 OYES ❑ YES ■NO •NO City of UILDIN UkwII , D bIVISI ON ❑ YES ❑ NO ❑ YES ❑ NO CIT 1 OF TED KWILA E V 0 8 2013 4).1 1R-44f4i, Baker Commodities Technician Manager Signature /...i-13' 3 Date • Certification: To the best of its knowledge. Baker Commodities, Inc. certifies that all information above is true and coned. The grease removal device(s) listed above was/were serviced by Baker Commodities and all grease, sludge and waste water was removed. on the date(s) indlcated'above. The condition of the material in the device was inspected prior to cleaning. All waste removed by Baker Commodities will be disposed of or recyded at an approved disposal site. Seattle WA Spokane WA Portland OR Grandview WA BUUHngs UT (208) 243-7387 (509) 535-5435 (503)289-1221 (509) 837-2826 (406) 254-2917 CtTR'M'ECTiON t� LTR*I TER FILE Cs PY ES -009 For Health Hazard Applications Job Name Job Location Engineer Approval Contractor Approval Contractor's P.O. No Representative NOV 14 2013 TUKVVIWA PUBLIC WOHKS Series 009 Reduced Pressure Zone Assemblies Sizes: 'A" - 2" Series 009 Reduced Pressure Zone Assemblies are designed to protect potable water supplies in accordance with national plumbing codes and water authority requirements. This series is designed to protect drinking water supplies from dangerous cross -connections in accordance with national plumbing codes and water authority requirements for non -potable service appli- cations such as irrigation, fireline, or industrial processing. This series features two in-line, independent check valves, cap- tured springs and replaceable check seats with an intermediate relief valve. Its compact modular design facilitates easy main- tenance and assembly access. Sizes 1/4° —1 ° shutoffs have tee handles. Features • Single access cover and modular check construction for ease of maintenance • Top entry - all internals immediately accessible • Captured springs for safe maintenance • Internal relief valve for reduced installation clearances • Replaceable seats for economical repair • Bronze body construction for durability 1/a° — 2° • Ball valve test cocks — screwdriver slotted 1/4° — 2° • Large body passages provides low pressure drop • Compact, space saving design • No special tools required for servicing Specifications A Reduced Pressure Zone Assembly shall be installed at each potential health hazard location to prevent backflow due to backsiphonage and/or backpressure. The assembly shall consist of an internal pressure differential relief valve located in a zone between two positive seating check modules with captured springs and silicone seat discs. Seats and seat discs shall be replaceable in both check modules and the relief valve. ,There shall be no threads or screws in the waterway exposed , ,to line fluids. Service of all internal components shall be through ,a single access bronze cover secured with stainless steel bolts. The assembly shall also include two resilient seated isolation valves, four resilient seated test cocks and an air gap drain fit- ting. The assembly shall meet the requirements of: USC; ASSE Std. 1013; AWWA Std. C511-92; CSA B64.4. Shall be a Watts ,Series 009. tDoes not indicate approval status. Refer to Page 2 for approved sizes & models. Test Cock No 3 Ball Type Test Cocks Test Cock No 2 First Check Module Assembly R.P. Zone 009M2QT Test Cock No. 4 Relief Valve Assembly Second Check Module Assembly Water Outlet Now Available WattsBox Insulated Enclosures. For more information, send for literature ES -WB. D FOR regtkEPPROVED :; NOV 21 2013 City of Tukwila Watts pact spedd�dms in U.S customary urdts and metric are a pprwdmate and are provided far BpUf SI V pease contact Watts Teduhipl Service. Watts reserves the rigid to change or muddy product design, 10,a ,,,aLa°a., iihur 'out prior notice and without Incurring any obligation to make such changes and modidcadarrs on Wads products prevbusly or subsequently sold. ®s for locaREGEWED CITY OF TUKWILA NOV 0 8 2013 PERMIT CENTER WA1TS® o RRE� 1)119r2. -1S Capacity Performance as established by an independent testing laboratory.*Typical maximum system flow rate (7.5 feet/sec., 2.3 meters/sec.) IcPa pd %" 009QT kPa psi 1, 009M2QT 138 20 172 25 117 17 138 20 96 14 103 15 76 1 8 69 10 5535 5 35 5 Lip 0 .25 .60 .75 1 1.17 gpm 0 0 0 .95 1.9 2.9 3.8 4.5 Ipm AP 0 0 kPa; psi 138, 20 117 17 96 14 76' 11 55, 8 35 5 AP0 0 3" 009QT kPa' psi 172 25 138, 20 103 15 69 10 35 5 apo 0 kPa psi 207 30 165 24 124 18 83 12 41 6 0 0 .25 .50 .75 1 1.25 1.50 25 3.1 gpm .95 1.9 2.9 3.8 4.8 5.7 9.4 11.8 Ipm 1" 009QT * 1 2.5 5 7.5 10 12.5 15 gpm 3.8 95 19 28.5 38 47.5 57 Ipm 5 7.5 15 fps 1.5 2.3 4.6 mps * 3/e" 009M3QT ■I•I•■■■I u.■■■■........... ■■■■■•I u■■■■■m■■uu■■E■I•r ■■■■ESI IN■■■NI■MI•■■ENNI PME ■■■■■N!EVEN■■■•uUNU RU :■■■ENI I■ENNEM!T.iMI■I•I•■NI■ U■■■•■IRU•RMSU■■■NNENNE ■■NNEN I1...■■■•MINEENIE •■ EMMEN IMMININIENNEINEVININEEN ■■■■■_I••.■■..■■.■■■._.■ 0 2 6 10 14 18 22 26 30 34 38 42 46 gpm APO 7.6 23 38 53 68 84 99 114 129 144 160175 Ipm 7.5 15 fps 2.3 4.6 mps * 1"009M2QT kPa psi 207, 30 172 25 1381 20 103 15 69 10 35' 5 0' 0 AP 0 5 10 20 30 40 50 60 70 80 gpm 19 38 76 114 152 190 228 266 304 Ipm 7.5 15 fps 2.3 4.6 mps WWATrS® kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 Lip 0 0 10 20 30 40 50 60 70 80 gpm 38 76 1 4 152 190 228 266 304 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps 11/2" 009M2QT * Psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 AP 0O 76 • 10 20 30 40 50 60 70 80 90 100 1 0 120 gpm 38 76 1 4 152 190 228 266 304 342 380 418 456 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps 2"009M2QT 20 40 60 152 228 5 1.5 80 100 120 140 160 180 200 gpm 304 380 456 532 608 684 760 Ipm 7.5 10 15 fps 2.3 3.0 4.6 mps A Watts Water Technologies Company ES -009 1318 USA: Tel: (978) 688-1811 • Fax: (978) 794-1848 • www.watts.com Canada: Tel: (905) 332-4090 • Fax: (905) 332-7068 • www.watts.ca 0 2013 Watts I 20 40 60 152 228 5 1.5 80 100 120 140 160 180 200 gpm 304 380 456 532 608 684 760 Ipm 7.5 10 15 fps 2.3 3.0 4.6 mps A Watts Water Technologies Company ES -009 1318 USA: Tel: (978) 688-1811 • Fax: (978) 794-1848 • www.watts.com Canada: Tel: (905) 332-4090 • Fax: (905) 332-7068 • www.watts.ca 0 2013 Watts ES-SS009 For Health Hazard Applications Job Name Job Location Engineer Approval LEAD FREE* Contractor Approval Contractor's P.O. No Representative Series SS009 Stainless Steel Reduced Pressure Zone Assemblies Sizes: 1/4" -1 " (8 - 25mm) Series SS009QT Stainless Steel Reduced Pressure Zone Assemblies provide protection of the potable water supply in accor- dance with national plumbing codes and water authority require- ments. Series SS009 can be used in a variety of health hazard Installations whenever the downstream liquid is of a composition which may damage bronze material or it is desirable to eliminate trace elements of lead and copper. Typical applications are: Industrial or plant use, medicaVdiagnostic equipment, reverse osmosis systems, carbonated beverage machines, breweries/dis- tillers, paper and pulp industry, chemical plants and aggressive atmospheres. The SS009 series features two in-line independent check valves, captured springs, replaceable check seats, corrosion resistant internal parts and a hydraulically operated differential pres- sure relief valve. All sizes are constructed with NPT body connec- tions and are standardly fumished with vandal resistant EZ -TC Test Cocks. Series SS009QT's are fumished with 316 Stainless Steel, full port, investment cast, quarter turn ball valve shutoffs with 304 Stainless Steel tee handles. Features • Investment Cast 316 Stainless Steel Assembly for corrosion resistance • All wetted valve components — test cocks, ball valve shutoffs, pipe nipples, body and cover, check modules and relief valve assembly are made from `Lead Free" Stainless Steel or Plastic construction • Bolted on, top entry single access cover for ease of maintenance • Modular check construction featuring nonreversible checks with captured springs for simplified servicing • Top mounted vandal resistant EZ -TC test cocks provide easy access for testing • Stainless Steel EZ -TC test cocks include dust covers to protect the threads from dirt, dust and insects • EZ -TC Test cocks eliminate the need for tools and test fittings • True line sized check modules open further allowing dirt and debris to pass freely through the valve reducing fouling problems • Check and Relief Valve Seats are replaceable without the use of special tools • Internal relief valve for right and left hand installations 'The wetted surface of this product contacted by consumable water contains less than one quarter of one percent (0.25%) of lead by weight. Test Cock No. 3 EZ -TC -SS Test Cocks Test Cock No. 2 SS009QT First Check Module Assembly R P Zone Second Check Module Assembly Relief Valve Assembly Specifications A reduced pressure zone assembly shall be installed at each noted potential health hazard location to prevent backflow due to back - siphonage and/or backpressure. The assembly shall consist of an internal pressure differential relief valve located in a zone between two independently operating positive seating check modules with captured springs and silicone seat discs. Seats and seat discs shall be replaceable in both check modules and the relief valve, without the use of special tools. There shall be no threads or screws, in the waterway, exposed to line fluids. Service of all internal components shall be through a single access cover secured with stainless steel bolts. The assembly shall include two resilient seated isolation valves, four top mounted vandal resistant test cocks with dust cov- ers, a protective stainless steel wye strainer with a 20 mesh screen and an air gap fitting. The assembly shall consist of an investment cast 316 Stainless Steel body and cover with Series 300 Stainless Steel test cocks, 316 Stainless Steel Ball Valve Shutoffs with PTFE Seat blowout proof 304 Stainless Steel Stems, and 304 Stainless Steel Tee Handles. The assembly shall meet the requirements of ASSE Standard 1013, AWWA Standard C511. Assembly shall be a Watts Regulator Company Series SS009QT. Now Available WattsBox Insulated Enclosures. For more information, send for literature ES -WB. Watls product specifications in U.S. arstomary units and metric are appro dmate and are provided for reference only. For precise measurements, please contact Watts Technical Service. Watts reserves the right to change or madly product design, construction, spedfirxdas, or materials with- out prior notice and without insuring any obligation to make such changes and modifications an Watts products previously or subsequently sold. 1WAUS® Dimensions and Weight: 1/4" - 2" 009 0091/4" — 2" SIZE la h. A mm 9h. B mm In. DIMENSIONS C mm (APPROX.) D In. mm h. L mm ki STRAINER DIMENSIONS M mm N M mm WEIGHT Ms. kgs. '/4 10 250 4% 117 3% 86 1'/4 32 51/2 140 2% 60 21/2 64 5 2 % 10 250 431 117 33 86 1'%4 32 51/2 140 23/43 60 21/2 64 5 2 1/2 10 250 4%s 117 3% 86 1'%4 32 51/2 140 23/4 70 2% 57 5 2 V4 103/4 273 5 127 31/2 89 11/2 38 6%4 171 3156 81 23A4 70 6 3 1 141/2 368 51/2 140 3 76 21/2 64 91/2 241 3%4 95 3 76 12 5 1% 17% 441 6 150 31/2 89 21/2 64 11% 289 47Ao 113 31/2 89 15 6 11/2 17% 454 6 150 31/2 89 21/2 64 11'% 283 47 124 4 102 16 7 2 21% 543 73/4 197 41/2 114 3'% 83 131/2 343 51% 151 5 127 30 13 Suffix HC — Fi e Hydrant Fittings dimension 'A' = 25° Available Models: 1/4" - 2" Suffix: QT — quarter -tum bail valves S — bronze strainer LF — without shutoff valves AQT — elbow fittings for 360° rotation 3/4° — 2° only PC — internal Polymer Coating SH — stainless steel ball valve handles HC — 21/2" Inlet/outlet fire hydrant fitting (2° valve) Prefix: C — clean and check strainer 3/4" —1' only U — union connections (see ES -U009) Materials: 1/4" - 2" Bronze body construction, silicone rubber disc material in the first and second check plus the relief valve. Replaceable poly- mer check seats for first and second checks. Removable stain- less steel relief valve seat. Stainless steel cover bolts. Standardly furnished with NPT body connections. For optional bronze union inlet and outlet connections, specify prefix U (Y — 2°). Series 009QT fumished with quarter tum, full port, resilient seated, bronze ball valve shutoffs. Air Gaps and Elbows Pressure / Temperature Series 009'/4' — 2" Suitable for supply pressure up to 175psi (12.1 bar). Water temperature: 33°F — 180°F (0.5°C — 75°C). Standards USC ASSE No. 1013 AWWA C511-92 CSA B64.4 IAPMO File No. 1563. tDoes not indicate approval status. See below for approved models. spN Approvals ASSE, AWWA, CSA, IAPMO Approved by the Foundation for Cross -Connection Control and Hydraulic Research at the University of Southern Califomia. UL Classified 3/4° — 2° (LF models only except 009M3LF) MODEL for 909, 009 and 993 sizes DRAIN OUTLET In. mm In. DIMEf A mm IONS In. B mm WEIGHT lbs. kgs. 909AGA '/."-'/z" 009, '/s 13 2% 60 3'% 79 0.625 0.28 3/4" 009M2/M3 909AGC W-1" 009/909, 1 25 3% 83 4% 124 1.5 0.68 1"-11/2" " 009M2 909AGF 1W-2" 009M1, 2 51 434 111 6% 171 3.25 1.47 11/4"-3" 009/909, 2" 009M2, 4"-6" 993 909AGK C-6" 909, 3 76 6% 162 95/e 244 6.25 2.83 8"-10" 909M1 909AGM 8"-10" 909 4 102 7% 187 11% 286 15.5 7.03 909ELA %-'fe" 009, Y.." 009M2/M3 - - - - - - - - 909ELC 3/4"-1" 009/909 - - 2% 60 234 60 0.38 0.17 * 909ELF 1W-2" 009M1, - - 3% 92 3% 92 2 0.91 11/4"-2" 009/909, 2" 009M2, 4"-6" 993 * 909ELH 2W-3" 009/909 - - - - - - - - Vertical * Epoxy coated 8 Available Models Suffix: QT - quarter -tum ball valves S - stainless steel strainer Note: The installation of a drain line is recommended. When installing a drain line, an air gap is necessary (see ES-AG/EL/TC). Materials Body: 316 stainless steel Disc and Relief Valve: Silicone rubber Check Seats: Replaceable polymer Relief Valve Seat: Stainless steel Cover Bolts: Stainless steel Pressure - Temperature Temperature Range: 33°F - 180°F (0.5°C - 82°C) continuous Maximum Working Pressure: 175psi (12.1 bar) Standards USC Manual 9th Edition AW WA C511-92 1013 B84.4 Approvals ASSE, AWWA, USC CSA -'h° and 3/4" horizontal IMPORTANT: INQUIRE WITH GOVERNING AUTHORITIES FOR LOCAL INSTALLATION REQUIREMENTS Dimensions - Weight Capacity Performance as established by an independent testing laboratory. "Typical maximum system flow rate (7.5 feet/sec.) kPa psi 138 20 103 15 69 10 34 5 0 0 0 %" (8mm) kPa psi 138 20 103 15 69 10 34 5 0 0 0 0 0 2 0.4 0 6 0.8 1.2 1.4 gpm 0 .76 1.5 2.3 3 3 8 4.6 5.3 Ipm Sib" (10mm) kPa psi 138 20 103 15 69 10 34 5 0 0 0 0.5 1 15 2 25 3 3.5 4gpm 1.9 3.8 5.7 7.6 9.5 11.4 13.3 15.2 Ipm 1/2" (15mm) kPa psi 207 30 172 25 138 20 103 15 69 10 34 5 0 0 0 0 .2 4 6 8 10 12 gpm 0 7.6 15 23 30 38 461pm 3/a" (20mm) r kPa psi 172 25 138 20 103 15 69 10 34 5 0 0 10 20 30 40 50 gpm 38 75 114 152 190 1pm 1" (25mm) 0 5 10 15 20 25 30 35 40 45 50 55 60 gpm 0 19 38 57 76 95 114 133 152 171 190 209 228 Ipm MODEL SIZE (DN) ia mm in. A mm in. B mm C In mm DIMENSIONS (appra.) L In. mm in. M mm N In. mm Width in. mm WEIGHT las. kgs. SS009M30T 1/4,3/8,'%1 8,10,15 10 250 46%6 117 33/6 86 51/2 140 - - - - 5 127 4.50 2.0 SS009M3QT 3/4 20 10% 273 5 127 31h 89 63/4 171 - - - - 61/4 159 5.75 2.6 SS009QT 1 25 16% 425 51h 140 3 76 9'% 241 - - - - 8'/4 210 12.25 5.6 SS009M30T-S 1/4,343,1/2 8,10,15 10 250 6 150 334 86 5% 140 373/16 97 2%6 67 5 127 7.25 3.3 SS009M30T S 3/4 20 103/4 273 61/4 159 3'% 89 63/4 171 4%6 111 33A6 81 61/4 159 9.25 4.2 SS0090T-S 1 25 16% 425 73/4 197 3 76 9'h 241 5366 132 3% 95 814 210 17.00 7.7 WWA1TS A Watts Water Technologies Company ES-SS009 0940 USA: 815 Chestnut St., No. Andover, MA 01845-6098; www.watts.com Canada: 5435 North Service Rd., Burlington, ONT. L7L 5H7; www.wattscanada.ca © 2009 Watts FILE C :PY STRUCTURAL CALCULATIONS WINGSTOP RTU 17410 Southcenter Parkway Tukwila, Washington PROJECT NO.: 13-135 DATE: September 12, 2013 NMI = FOSSATTI PAWLAK MEI STRUCTURAL ENGINEERS 1411 FOURTH AVENUE, SUITE 1510 SEATTLE, WASHINGTON 98101 P: 206.456.3071 F: 206.456.3076 W: www.fossatti.com , REVIEWED FOR CODE COMPLIANCE APPROVED NOV 21 2013 City of Tukwila BUILDING DIVISION p13 -z9 RECEIVED CITY OF TUKWILA SEP 16 2013 PERMIT CENTER vi;v,„ St ce RTU cteLo . , -Lir (`'acx-t-- a, 10 cA.-i vle. ��°-� Roo evic. aeAt. 01 6-L6 Yttx.eat. a �i3�.� ,o 8 Liu -1, 7440-uve d ; Tisk e,.icai sh.ci w,12 6 --Gu-:. n. C.e ri , - cA-AeA . Te.e 24LA be.cvvy, L ( TTM 0- o k e . a.11e.1, LI . rs. FOSSATTI PAWLAK I= STRUCTURAL ENGINEERS EXISTING- ADO F N (- SUBJECT W l N (, -S'ro P 1-114A111,,A. PROJECT 13 PROJECT NO. DATE 1\j"< AM DESIGN SHEET NO. CLIENT i`' rt-.. _ ' f G t._ hGt '_� v�.,t !,' igt ,, fig 1. If c D �S SIL $4 rL1 i'lla .�+o�'`�iRrc+►14Z. i��R�,-�� '1.A�'1gf,�1C ComA6keagabilillgea r&L,VENA ONNI NM ODIMOCKMDMIIVROMICONIL IWVNKOMPKOMIIINNMVMINM NOV J PARKWAY SUPERCENTER MSK /11111..0.321W121,11_ Dimensional Data Figure 1. Cooling and gas/electric - 3-5 tons standard efficiency, 3 tons high efficiency Notes: 1. All dimensions are in inches/millimeters. 2. '/2 NPT Gas Connection = (Y_C Models only); 2" Electrical Connection: Single Point Power When Heat Installed (T_C Models only.) EVAPORATOR SECTION ACCESS PANEL ALTERNATE CONDENSATE DRAIN 3/4 -14 NPT DIA. HOLE 4 1/4' 108 M TOP PANEL CONDENSE.3FAN 23 9/16" 598 NM 691/8 42 I/1' 1749 AIM 1073 MM 1/2 NPT GAS CONNEC110N Figure 2. Cooling and gas/elect downflow airflow supply/retur Note: All dimensions are in inches/millimeters. Note: All dimensions are in inches/millimeters. 3518" 14" 91/4" 151/2" 92 MM 356 MM 235 MM 394 MM 5 5/8' 143 MM 9 3/8' 244 MM 41/4' O8MM. CONTROL AND COMPRESSOR ACCESS PANEL 5916' 14(4444 15/6' 194 M� 4414' 112 MM 361 /4' 921 NN RTU -1 CONDENSER COIL UNIT CONTROL WIRE 718' (21MM) DIA HOLE 6ERJICE O.WGE PORT ACCESS 1 39' (358M) DIA HOLE UNIT POWER WIRE 1 ve (23MM) DIA HOLE tons high efficiency ase utilities 102 MM 24" 610 MM RETURN SUPPLY 16" 406 MM TBU CONDENSATE 4 3/16" 10.6,MM 4 9/16" 116 MM 27 9/16" 701 MM 71 /16 N1 6f/2" f 3 11/16' 165 MM 94MM ) 23 1/2" 597 MM THROUGH THE BASE GAS (Y_C MODELS ONLY) THROUGH THE BASE ELECTRICAL 4 7/8" 124 MN x'1528 MM1/16' .._9 15116"y. 253 MM RT-PRCO23-EN 207 3 Dimensional Data Figure 5. Cooling and gas/electric - 3-5 tons standard efficiency, 3 tons high efficiency - roof curb ' Note: All dimensions are in inches/millimeters. 14• 356 161 1 3/4• 44 MM 37 7/16. 951 MM 25 3/16' 640 MM 65 13/16- 1670 MM a• 5114 40 7/e' 1038 MM 41 7/16' 10531.84 ` P�C� ,coo c\.0'°\ Figure 6. Cooling and gas/electric - 3-5 tons standard efficiency; 3 tons high efficiency downflow duct connections - field fabricated Note: All dimensions are in inches/millimeters. ,tom 14 1/16* / (357 MM) 24 3/8" (619 MM) ALL FLANGES 11/4" (32 MM) 14" 356 MM RT-PRCO23-EN 209 II Dimensional Data Figure 11. Cooling and gas/el Note: All dimensions are in inches/milli /2 (single) tons standard efficiency, 4.5 tons high efficiency EVAPORATOR SECTION ACCESS PANEL TOP PANEL CONDENSER FAV 407.8 V38 MM 4 1/4 108 MM ALTERNATE CONDENSATE DRAIN CONNECTION 3/4 . 14 NPT DIA. HOLE 27 5/B' 701 MM\` 47 7/8 2 B5 we,. 1216 MM 2251 MM 1/2 NPT GAS CONNECTION (80 m05, 120 mbh): 3/4 NPT GAS CONNECTION (150 mbh, 200 mbh, 250 mbh) 4 /4 X108 MM 5 5/8 143 MM 7 518 MM 15 141. 1353 MM CONTROL AND COMPRESSOR ACCESS PANEL CONDENSER COIL UNIT CONTROL WIRE 7/B' 22MM) DIA. HOLE SERI ICE GAUGE PORT ACCESS I yr (35MM) DIA HOLE UNIT POWER WIRE 1 3/8' (35M1.4) DIA. HOLE Figure 12. Cooling and gas/electric - 6, 71/2 (single) tons standard efficiency, 4-5 tons high efficiency downflow airflow supply/retum - through -the -base utilities Note: All dimensions are in inches/millimeters. 92521 y 347441 /2'41 (7 4 I/2•411 1 `251 301 44 1• 102 41 RETURN 32 l/0' 816 MM SUPPLY 3' 038 TNRO8G14 TNC BASE CONDENSATE 4 U8' 10464 10 3/4' 1035 MN 2 3/4• IM I6 I/0' 933'144' 5 3/4'M 1165 M 9 RT PRCO23-EN 27 5/8' 701 161 T4ZELIG1 TI( BASE ELECTRICAL 27 Ids 191/ ' 10 7/3- 276 N1 211 5 Dimensional Data ' Figure 15. Cooling and gas/electric - 6, 71 (single) tons standard efficiency, 4.5 tons high efficiency - roof curb • Note: All dimensions are in inches/millimeters. Figure 16. Cooling and gas/electric - 6, 71/2 (single) tons standard efficiency, 45 tons high efficiency downflow duct connections field fabricated Note: All dimensions are in inches/millimeters. Note: See "Clearance required from duct to combustible surfaces (inches)," p. 19 for duct clearance to combustible materials. 17 3/4" 451 MM 33 3/4" 17 3/4" 451 MM 857MM /'� �j •��, 33 3/4" 857MM ALL FLANGES 1 1/4" (31 MM) RT-PRCO23-EN 213 6 Seismic Data Wingstop Tukwila RTU Conterminous 48 States 2009 International Building Code Latitude = 47.4466 Longitude = -122.26029999999999 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa =1.0 ,Fv = 1.0 Data are based on a 0.05 deg grid spacing Period Sa (sec) (g) 0.2 1.409 (Ss, Site Class B) 1.0 0.482 (S1, Site Class B) Conterminous 48 States 2009 International Building Code Latitude = 47.4466 Longitude = -122.26029999999999 Spectral Response Accelerations SMs and SM1 SMs =FaxSs and SM1 =FvxS1 Site Class D - Fa = 1.0 ,Fv = 1.518 Period Sa (sec) (g) 0.2 1.409 (SMs, Site Class D) 1.0 0.731 (SM1, Site Class D) Conterminous 48 States 2009 International Building Code Latitude = 47.4466 Longitude = -122.26029999999999 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1= 2/3 x SM1 Site Class D - Fa = 1.0 ,Fv = 1.518 Period Sa (sec) (g) 0.2 0.939 (SDs, Site Class D) 1.0 0.488 (SD1, Site Class D) Lateral Analysis: Wingstop Tukwila, RTU -1 New Unit Weight: 700 Ib. Seismic Design: Fp = {(0.4 ap Sos )x(1 + 2z/h)xWp}/(R0/Ip) = 0.19 Wp = 132 Ib. Fp„„Ax = 1.6 Sos Ip Wp = 1.50 Wp Fp MIN =0.350 I,W,= 0.28 Wp From: a, = 1.0 Sos = 0.939 Rp = 6.0 Ip= 1.0 Wp= 700.0 Ib. Mean Roof Height (h): 15.0 ft. Comp. Attachment Height (z): 15.0 ft. Ground Motion: SMS = Fa*Ss = 1.409 SPS = (2/3)*SMS = 0.939 Mech Unit: W = D= H= Weight = 0.7 Fp = 44.250 in. 69.875 in. (D>W) 36.250 in. 700.00 Ib.( Unit Weight + Misc) 92 Ib. Check Overturning : T1=C1=Fp*H/2/W = T2=C2=Fp*H/2/D = Res = (0.6-0.2SDs)x(Wp/2) _ 38 Ib.---> No Uplift 24 Ib.---> No Uplift 144 Ib. Wind Design: Exposure 'C', 85 mph, 15 ft (Max. Height) az = 0.00256(KZ) (Kt) (Kd) (V2) (I,H) = 14.15 psf KZ = 0.85 : Velocity Pressure Exposure Coefficients: ASCE 7-05: Table 6-3 Kn = 1.00 : Topographic Factor: Assumed Kd = 0.90 : Wind Directionality Factor, ASCE 7-05: Table 6-4 V = 85.00 : Basic Wind Speed IW = 1.00 : Importance factor F = (qZ) (G) (Cf) (Af) = 15.64 (At) qZ = 14.15 : from above G = 0.85 : Gust Effect Factor: 6.5.8 at ASCE 7-05 Cf = 1.30 : Force Coefficients, ASCE 7-05: Fig. 6-21 Frota, = (Wind Load)x(D)x(H) _ Check Overturning : T1 = C1 = [Wind Load*W*H2*/2]/ D = T2 = C2 = [Wind Load*D*H2*/2]/ W = Res = 0.6x(Unit Weight /2) = 275 Ib. < Controls 45 Ib.---> No Uplift 113 Ib.---> No Uplift 210 Ib. 0 Lateral Analysis: Wingstop Tukwila, RTU -1 w/curb New Unit Weight+Curb Wt: 800 Ib. Seismic Design: Fp = {(0.4 ap SDS )x(1 + 2z/h)xWp}/(Rp/Ip) FpM=1.6SDSIpWp = 1.50 Wp Fp MIN = 0.3 Sps Ip Wp = 0.28 Wp From: ap = 1.0 S02 = 0.939 Ip= 1.0 Wp= 800.D Ib. Mean Roof Height (h): 15.0 ft. Comp. Attachment Height (z): 0.19 Wp = 150 Ib. Ground Motion: SMS = Fa*Ss = 1.409 SDS = (2/3)*SMS = 0.939 Mech Unit: W= D= H= Weight = 0.7 Fp = 44.250 in. 69.875 in. (D>W) 50.250 in. Includes 14" High Curb 800.00 Ib.( Unit Weight + Misc) 105 Ib. Rp = 6.0 15.0 ft. Check Overturning : T1 =C1 = Fp * H/2 /W = 60 Ib.---> No Uplift T2 = C2 = Fp * H/2 / D = 38 Ib.---> No Uplift Res = (0.6-0.2SDs)x(Wp/2) = 165 Ib. Wind Design: Exposure 'C', 85 mph, 15 ft (Max. Height) qZ = 0.00256(K0 (1<n) (Kd) (V2) (IW) = 14.15 psf KZ = 0.85 : Velocity Pressure Exposure Coefficients: ASCE 7-05: Table 6-3 Kn = 1.00 : Topographic Factor: Assumed Kd = 0.90 : Wind Directionality Factor, ASCE 7-05: Table 6-4 V = 85.00 : Basic Wind Speed IW = 1.00 : Importance factor F = (qZ) (G) (Cf) (Af) = 15.64 (Af) qZ = G= Cf = 14.15 : from above 0.85 : Gust Effect Factor: 6.5.8 at ASCE 7-05 1.30 : Force Coefficients, ASCE 7-05: Fig. 6-21 FTofa, = (Wind Load)x(D)x(H) = Check Overturning : T1 = C1 = [Wind Load*W*H2*/2]/ D = T2 = C2 = [Wind Load*D*H2*/2]/ W = Res = 0.6x(Unit Weight /2) _ 381 Ib. < Controls 87 Ib.---> No Uplift 216 Ib.---> No Uplift 240 Ib. Lateral Analysis: Wingstop Tukwila, RTU -2 New Unit Weight: 900 Ib. Seismic Design: FP = {(0.4 aP Sas )x(1 + 2z/h)xWp}/(RP/Ip) = 0.19 W, = 169 Ib. FP Max = 1.6 Sas Ip Wp = 1.50 W, FPMIN = 0.3 Sas I,W, = 0.28 W, From: aP = 1.0 Sas = 0.939 RP = 6.0 IP= 1.0 WP= 900.0 Ib. Mean Roof Height (h): 15.0 ft. Comp. Attachment Height (z): 15.0 ft. Ground Motion: SMS = Fa*Ss = 1.409 SOS = (2/3)*SMS = 0.939 Mech Unit: W= D= H= Weight = 0.7 Fp = 53.250 in. 88.625 in. (D>W) 40.875 in. 900.00 Ib.( Unit Weight + Misc) 118 Ib. Check Overturning : T1=C1=Fp*H/2/W = T2=C2=Fp*H/2/D = Res = (0.6-0.2SDs)x(Wp/2) = 45 Ib.---> No Uplift 27 Ib.---> No Uplift 185 Ib. Wind Design: Exposure 'C', 85 mph, 15 ft (Max. Height) qz = 0.00256(Kz) (Kz,) (Kd) (V2) (IH,) = 14.15 psf KZ = 0.85 : Velocity Pressure Exposure Coefficients: ASCE 7-05: Table 6-3 Kz1= 1.00 : Topographic Factor: Assumed Kd = 0.90 : Wind Directionality Factor, ASCE 7-05: Table 6-4 V = 85.00 : Basic Wind Speed I„, = 1.00 : Importance factor F = (qz) (G) (Cr) (Af) = 15.64 (Af) qz = 14.15 : from above G = 0.85 : Gust Effect Factor: 6.5.8 at ASCE 7-05 Cf = 1.30 : Force Coefficients, ASCE 7-05: Fig. 6-21 FTota, _ (Wind Load)x(D)x(H) = 393 Ib. < Controls Check Overturning : T1 = C1 = [Wind Load*W*H2*/2]/ D = T2 = C2 = [Wind Load*D*H2*/2]/ W = Res = 0.6x(Unit Weight /2) = 54 Ib.---> No Uplift 151 Ib.---> No Uplift 270 Ib. 10 Lateral Analysis: Wingstop Tukwila, RTU -2 w/curb New Unit Weight+Curb Wt: 1000 Ib. Seismic Design: Fp = {(0.4 ap Sips )x(1 + 2z/h)xWp}/(Rp/Ip) Fpm=1.6SpslpWp Fp MIN = 0.3 Sps Ip Wp = From: ap = Ip= Mean Roof Height (h): 0.19 Wp = 188 Ib. 1.50 Wp 0.28 Wp 1.0 Sps = 0.939 Rp = 6.0 1.0 Wp = 1000.0 Ib. 15.0 ft. Comp. Attachment Height (z): 15.0 ft. Ground Motion: SMS = Fa*Ss = 1.409 SIDS = (2/3)*SMs = 0.939 Mech Unit: W = D= H= Weight = 0.7 Fp = Check Overturning : 53.250 in. 88.625 in. (D>W) 54.875 in. Includes 14" High Curb 1000.00 Ib.( Unit Weight + Misc) 132 Ib. T1 =C1=Fp*H/2/W = T2=C2=Fp*H/2/D = Res = (0.6-0.2SDs)x(Wp/2) = Wind Design: Exposure 'C', 85 mph, 15 ft (Max. Height) qZ = 0.00256(KZ) (Kit) (Ka) (V2) (IW) = 14.15 psf 68 Ib.---> No Uplift 41 Ib.---> No Uplift 206 Ib. 0.85 : Velocity Pressure Exposure Coefficients: ASCE 7-05: Table 6-3 1.00 : Topographic Factor: Assumed 0.90 : Wind Directionality Factor, ASCE 7-05: Table 6-4 85.00 : Basic Wind Speed 1.00 : Importance factor F = (qz) (G) (Cf) (Af) = 15.64 (Af) qZ = 14.15 G = 0.85 Cf = 1.30 : from above : Gust Effect Factor: 6.5.8 at ASCE 7-05 : Force Coefficients, ASCE 7-05: Fig. 6-21 FTota, = (Wind Load)x(D)x(H) = Check Overturning : T1 = C1 = [Wind Load*W*H2*/2]/ D = T2 = C2 = [Wind Load*D*H2*/2]/ W = Res = 0.6x(Unit Weight /2) = 528 Ib. < Controls 98 Ib.---> No Uplift 272 Ib.---> No Uplift 300 Ib. 1! Lateral Analysis: Wingstop Tukwila, MAU-1 New Unit Weight: 700 Ib. Seismic Design: FP = {(0.4 aP SDS )x(1 + 2z/h)xWP}/(RP/IP) = 0.19 W, = 132 Ib. FP MAX = 1.6 SDs Ip Wp = 1.50 Wp FP MIN = 0.3 SDS Ip Wp = 0.28 Wp From: aP = 1.0 SDS = 0.939 RP = 6.0 IP= 1.0 WP= 700.0 Ib. Mean Roof Height (h): 15.0 ft. Comp. Attachment Height (z): 15.0 ft. Ground Motion: SMS = Fa*Ss = 1.409 Sos=-(2/3)*SMS = 0.939 Mech Unit: W= D= H= Weight = 0.7 Fp = 32.125 in. 74.250 in. (D>W) 46.000 in. 700.00 Ib.( Unit Weight + Misc) 92 Ib. Check Overturning : T1=C1=Fp*H/2/W = T2 = C2 = Fp * H/2 / D = Res = (0.6-0.2S0s)x(Wp/2) = 66 Ib.---> No Uplift 29 Ib.---> No Uplift 144 Ib. Wind Design: Exposure 'C', 85 mph, 15 ft (Max. Height) qZ = 0.00256(K0 (Kn) (Kd) (V2) (IW) = 14.15 psf KZ = 0.85 : Velocity Pressure Exposure Coefficients: ASCE 7-05: Table 6-3 Kn = 1.00 : Topographic Factor: Assumed Kd = 0.90 : Wind Directionality Factor, ASCE 7-05: Table 6-4 V = 85.00 : Basic Wind Speed IW = 1.00 : Importance factor F = (qz) (G) (Cf) (Af) = 15.64 (Af) qZ = 14.15 : from above G = 0.85 : Gust Effect Factor: 6.5.8 at ASCE 7-05 Cf = 1.30 : Force Coefficients, ASCE 7-05: Fig. 6-21 FTota, = (Wind Load)x(D)x(H) = 371 Ib. < Controls Check Overturning : T1 = C1 = [Wind Load*W*H2*/2]/ D = T2 = C2 = [Wind Load*D*H2*/2]/ W = Res = 0.6x(Unit Weight /2) = 50 Ib.---> No Uplift 266 Ib.---> 56# Uplift 210 Ib. laZ Lateral Analysis: Wingstop Tukwila, EF -1 New Unit Weight: 200 Ib. Seismic Design: . FP = {(0.4 aP Sos )x(1 + 2z/h)xWp}/(Rp/Ip) = 0.19 Wp = 38 Ib. FP M = 1.6 Sos Ip Wp = - 1.50 Wp FPMN = 0.3 Sos IpWp = 0.28 Wp From: a, = 1.0 Sos = 0.939 RP = 6.0 Ip= 1.0 W,= 200.0 Ib. Mean Roof Height (h): 15.0 ft. Comp. Attachment Height (z): 15.0 ft. Ground Motion: SMS = Fa*Ss = 1.409 SIDS = (2/3)*SMS = 0.939 Mech Unit: W= D= H= Weight = 0.7 Fp = 39.375 in. 39.375 in. (D>W) 72.750 in. 200.00 Ib.( Unit Weight + Misc) 26 Ib. Check Overturning : T1 =C1 = Fp * H/2 /W = 24 Ib.---> No Uplift T2 = C2 = Fp * H/2 / D = 24 Ib.---> No Uplift Res = (0.6-0.2SIDs)x(Wp/2) = 41 Ib. Wind Design: Exposure 'C', 85 mph, 15 ft (Max. Height) qZ = 0.00256(KZ) (Kt) (Kd) (V2) (I,N) = 14.15 psf KZ = 0.85 : Velocity Pressure Exposure Coefficients: ASCE 7-05: Table 6-3 Kn = 1.00 : Topographic Factor: Assumed Kd = 0.90 : Wind Directionality Factor, ASCE 7-05: Table 6-4 V = 85.00 : Basic Wind Speed IW = 1.00 : Importance factor F=(gz)(G)(Cr)(Af)= 15.64 (Af) qZ = 14.15 : from above G = 0.85 : Gust Effect Factor: 6.5.8 at ASCE 7-05 Cf = 1.30 : Force Coefficients, ASCE 7-05: Fig. 6-21 FTota, = (Wind Load)x(D)x(H) = 311 Ib. < Controls Check Overturning : T1 = C1 = [Wind Load*W*H2*/2]/ D = T2 = C2 = [Wind Load*D*H2*/2]/ W = Res = 0.6x(Unit Weight /2) = 287 Ib.---> 227# Uplift 287 Ib.---> 227# Uplift 60 Ib. 13 September 26, 2013 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Rod Butler N 3 Architects LLC 3218 Eastlake Av E, Suite 1B Seattle, WA 98102 RE: Correction Letter #1 Development Permit Application Number D13-293 Wingstop —17424 Southcenter Py Dear Mr. Butler, 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 Public Works Department. At this time the Building, Fire, and Planning Departments have no comments. Public Works Department: Joanna Spencer at 206 431-2440 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206) 431-3670. Sincerely, Bill Rambo Permit Technician File No. D13-293 W: (Permit CenterlCorrection Letters120131D13-293 Correction Letter #1.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 DATE: PROJECT: PERMIT NO: PLAN REVIEWER: PUBLIC WORKS DEPARTMENT COMMENTS September 19, 2013 Wingstop Restaurant 17424 Southcenter Pkwy D13-293 Contact Joanna Spencer (206) 431-2440 if you have any questions regarding the following comments. 1) There is an existing outside grease interceptor installed by the previous tenant, Taco del Mar. Our September 19, 2013 field inspection has revealed that it is full of grease. Please have the grease interceptor completely pumped out by a grease waste management pumping company and submit pumping documentation. 2) Wingstop, as the new tenant, shall completely pump out the interceptor every three months. Restaurants that generate a small amount of grease may, with the Public Works Director's approval, pump the interceptor on a 6 -month schedule. At any time, the City may inspect the interceptor and require service that is more frequent. The following comments pertain to the future Plumbing Permit application. a) Sheet P0.02, Hydrant, Drain and BFP Schedule lists 3 backflow preventers. Are they Reduced Pressure Principle Assemblies (RPPAs)? Submit cut sheets for the proposed devices. b) Include BFP in the ABREVIATIONS table. c) Sheet P1.00, Level 1 Plumbing Plan, calls for BFP 2 only but doesn't show where the BF - 1 and BF -3 are going to be installed. d) There is a Reduced Pressure Principle Assembly (RPPA) on the water service line already. Is BF -2 necessary or redundant? If you need assistance in locating the existing domestic water RPPA, please contact Mr. Todd Reedy, Tukwila Water Department at 206 433-1860. (W:PW Eng/Other/Joanna /Comments 1 D13-293) PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-293 PROJECT NAME: WINGSTOP DATE: 11/08/13 SITE ADDRESS: 17424 SOUTHCENTER PY Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: Building Division ckJ S Public Works n Fire Prevention Structural Planning Division Permit Coordinator n u DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 11/14/13 Not Applicable n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping 0 PW 0 Staff initials: TUES/THURS ROUTING: Please Route ‘I4 REVIEWER'S INITIALS: Structural Review Required No further Review Required n DATE: APPROVALS OR CORRECTIONS: DUE DATE: 12/12/13 Approved n Approved with Conditions Not Approved (attach comments) Li Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire 0 Ping 0 PW 0 Staff Initials: CORD PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-293 PROJECT NAME: WINGS.TOP SITE ADDRESS: 17424 SOUTHCENTER PY X Original Plan Submittal Response to Correction Letter # DATE: 09-16-13 Response to Incomplete Letter # Revision # After Permit Issued DEPARTM NTS: L (Avvk Q o Structural , uildl D vision Fire Prevention114 �C l �1.. n P�fbiic Planning Division Permit Coordinator • DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 09-17-13 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route e4 Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved Notation: DUE DATE: 10-15-13 Approved with Conditions Not Approved (attach comments) IK REVIEWER'S INITIALS: DATE: Permit Center Use Only Q ;JD-. + CORRECTION LETTER MAILED: - 6— 13 Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW - Staff Initials: Documents/routing slip.doc 2-28-02 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.citukwila.wa.us Revision submittals must be submitted in person at the Permit Center. the mail, fax, etc. Date: 1\/7/13 O Response to Incomplete Letter # Response to Correction Letter # Plan Check/Permit Number: 1 Revisions will not be accepted through D13-293 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Wingstop Project Address: 17424 Southcenter Py Contact Person: 16P l/rLG1�. Summary of Revision: pc 1 -Nee:_ _. L,v t.l.� . Lc c Reduce C L) S r_ E f, C C. riplli L, v (10w RECEN/ED '0 2013 t''ENIVII t CENTER Phone Number: Z•06 Li0L 5-793 iva,,.f 3 �noK;ks c inD-N2 r, / 6r€lse /elf. 'viva -541.i/ear/I- I, 541.i/2.ar/I- > -)et rv(1 lrt; r �i l Fh f f rI,00 J Sheet Number(s): (T7 5 !u, 11. "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ,r Entered in Permits Plus on lapplications\forms-applications on Iinelrevision submittal Created: 8-13-2004 Revised: Public Health La Seattle & King County 2013 Plan Review Application for a Permanent Food Service Business (If you are proposing a mobile food business or Limited Food Service business, use the Mobile Plan Review Application) Project Information (Please Print) Service Request Name of Business: (.V t N Cr -4 roil Proposed Business Address: f 7410 So ?1l ' .. PAIZkr�,dj'' City: iU%Gvic.4 Zip: ?b Was this facility previously a food service business? 0Yes, former name: 7 1'O 0,60041z- ❑ No 0 Don't Know If Yes, how long has it been closed? ZLess the 3 months 0 3 mos. to one year 0 More than one year 0 Don't Know Plan to open by: 12/24/ 3 Proposed Number of Seats: Sewage Treatment: ZSewer 0 On -Site Septic For City of Seattle, DPD Project # Plan Review Fee (see pg 2 in Plan Guide] (Make checks payable to: "SKCDPH") %New Construction (includes installing a new kitchen OR re -permitting an existing kitchen that has not been used for one year or more) ($804 base fee covers the first 4 hrs of plan review) Remodel (changes or add to an existing kitchen) ($603 base fee covers the first 3 hrs of plan review) ❑ Multiple Permit Establishment ($603 base fee for each separate area covers the first 3 hrs of plan review for each area) Please note: plan review fees are non-refundable and plan review time beyond the base will be charged at the rate of $201 per hour. You will pay a separate permit fee before opening. Business Owner Information Requestor Owner Name(s): 440 44n.� j ad* tfs�i.Al .rva-rtelL,e Mailing Address: % 37- / '4-0- City: 514Nf tfooKif- State: 697r Zip: f y: -S" Phone No.'s %?5-- 746 - 316.5e -- Email: q�,,�tas �g a.oL Fax (Optional): Applicant Information (If not the business owner) Plan Check Contact Person (Applicant or Agent) Name(s): /'P /t/77.4 12 Business Name: 33 A11ff] Phone No.'s 0. t' 0i'' �' I� REV Mailing Address: -524 i 0-�j7AIe AY/ City: State` 1 i It p .1 8538 Email: X-pP,Z3 A(3/4& // Z7 GO/14 Fax (Optional): Office Use Only Date Submitted: Risk Classification: _ Variance SR#: Permit RecordPR#: / 94r) DPD/DPER #: Service Request SR#: Approval Date: Review Time: Notes: F*viewer: i Please submit your application to: DOWNTOWN SEATTLE 401 - 5th Avenue, Suite 1100 Seattle, WA 98104 (206) 263-9566 304.00 11.576 m '� kECEIVEf SEATTLE—.K I NG CO. CITY ; �F TU}��NII APUBL I C HEALTH ENVIRONMENTAL HEALTH SERVICES SEP 1 6 2013 ``' 09-16-2013 MON #0 PERMIT CENTER 11 FOOD PLAN REV 804,00 CHECK 804.0( ri P9 eco 11 . [71 El CO S/Ehshare/Techdata/Food/Food Forms/ 2013 Food Forms/2013 Permanent Plan Review Application co Available in alternative jorjnat upon request pursuant to ADA 1 "2.4:..1q'7, Contractors or Tradespeople P,ter Friendly Page Page 1 of 1 General/Specialty Contractor A business registered as a construction contractor with LEtI to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name MATT'S REMODELING/REPAIR INC UBI No. 601077535 Phone 2069998468 Status Active Address Po Box 70041 License No. MATTSRI125JJ Suite/Apt. License Type Construction Contractor City Bellevue Effective Date 4/11/1988 State WA Expiration Date 7/15/2014 Zip 98007 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company 7 Business Owner Information Name Role Effective Date Expiration Date JURY, MATTHEW A President 07/12/1991 Amount BOYCE, KIMBERLY J Secretary 04/12/1991 WS073393 KNAPP, KENNETH W Treasurer 08/12/2010 KNAPP, WAYNE W Vice President 04/12/1980 Maxum Indemnity Co KNAPP, CARLY J Treasurer 04/12/1981 03/25/2002 JURY, KIMBERLY J 51,000,000.00 01/01/1980 01/01/1980 Bond Information Bond Bond Company Name Bond Account Number 7 RLI INSURANCE CO SRS1022947 Effective Date 04/11/2003 Expiration Date Cancel Date Impaired Date Bond Amount Until Cancelled 512,000.00 Received Date 03/21/2003 Assignment of Savings Information Savings Assignment of Savings Account Number Effective Date Release Date Assignment Type Impaired Date Amount Received Date 1 4/8/1988 Until Released Bond 56,000.00 Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date No17 Corthfieldlns WS073393 04/08/2013 04/08/2014 $1,000,000.00 03/25/2013 16 Maxum Indemnity Co BDG025114-06 04/08/2012 04/08/2013 51,000,000.00 04/11/2012 15 Maxum Indemnity Co BDG0025114 04/08/2011 04/08/2012 51,000,000.00 04/01/2011 14 MAXUM INDEMNITY CO BDG0025114 04/08/2008 04/08/2011 $1,000,000.00 04/09/2010 13 MAXUM INDEMNITY CO BDG0025114-04/08/2007 01 04/08/2008 $1,000,000.00 04/06/2007 Summons/Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period Infractions/Citations Information No records found for the previous 6 year period httns://fortress.wa. aov/lni/bbip/Print.aspx 11/26/2013 N3A/ ProjectsnNngStop Tukwila/VVINGSTOP-V.2.pin IID II U E =II11 CC A Ifl Y- O N S 7 SOUTHCENTER PARKWAY SUPER CENTER 17410 SOUTHCENTER PARKWAY, TUKWILA, WA 98188 GENERAL NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED PERMITS APPROVALS AND PAY ALL APPLICABLE PERMIT FEES WITH THE AGENCY HAVING JURISDICTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL INSPECTIONS AND APPROVALS REQUIRED DURING THE COURSE OF THE WORK. 2. ALL CONTRACTORS FOR THIS WORK ARE REQUIRED TO HAVE INSURANCE OF THE TYPES AND LIMITS SPECIFIED BY THE LANDLORD AND OWNER. 3. THE GENERAL CONTRACTOR SHALL PROVIDE SCHEDULING AND/OR COORDINATION WITH THE LANDLORD'S FIELD REPRESENTATIVE FOR THE FOLLOWING INSTALLATIONS OR PROCEDURES: A INSTALLATIONS OF CONDUIT AND PIPING IN OR BELOW THE FLOOR SLAB. B. CONNECTIONS TO DOMESTIC WATER, SANITARY AND GREASE WASTE, SANITARYVENT, AND SMOKE/FIRE ALARMS. C. INSTALLATION OF PRIMARY DUCTWORK, VAV BOX AND CONTROLS. D. PROGRAMMING OF THE VAV BOX CONTROL AND SENSORS. E. ANY WORK REQUIRED AT THE LANDLORD'S SWITCHGEAR. F. HARDWARE AND SOFTWARE MODIFICATIONS TO COMPLETE THE INTERFACE WITH LANDLORD'S BASE BUILDING LIFE SAFETY SYSTEM. 4. THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO ANY WORK - CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK AND MATERIALS INCLUDING THAT FURNISHED BY SUBCONTRACTORS. 5. CONTRACTOR SHALL REPORT TO THE ARCHITECT ANY ERRORS, INCONSISTENCIES, OR OMISSIONS HE MAY DISCOVER PRIOR TO COMMENCING WORK. 6. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS - DO NOT SCALE. 7. ALL PLAN DIMENSIONS ARE FROM FACE OF GYPSUM BOARD, TO THE FACE OF GYPSUM BOARD, UNLESS NOTED OTHERWISE. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUPERVISING AND DIRECTING THE WORK USING HIS BEST SKILL AND ATTENTION. HE SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. THE OWNER RESERVES THE RIGHT TO ALLOW ASSIGNED VENDORS IN CONNECTION WITH THE WORK. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COORDINATING THE WORK OF ALL SUBCONTRACTORS INCLUDING THE VENDORS ASSIGNED BY THE OWNER WITH THE OWNER. THE CONTRACTOR SHALL PROVIDE NECESSARY FIELD DIMENSIONS AND INFORMATION TO ALL OWNER ASSIGNED VENDORS AND/OR FABRICATORS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION SCHEDULING AND SUPERVISION OF ALL OWNER SUPPLIED AND INSTALLED ITEMS. 9. UPON SUBSTANTIAL COMPLETION OF TENANTS WORK IN THE PREMISES, TENANT AND HIS CONTRACTOR MUST SCHEDULE WITH LANDLORD'S FIELD REPRESENTATIVE TO CONDUCT A FINAL INSPECTION AND PREPARE A PUNCHLIST WHICH ENUMERATES ANY AREAS OF CONSTRUCTION, FIXTURING, LIGHTING OR LAMPING, MERCHANDISING, ETC., THAT ARE NOT IN ACCORDANCE WITH THE LANDLORD -APPROVED PLANS OR LEASE. THE STOREFRONT BARRICADE MAY NOT BE REMOVED UNTIL THIS INSPECTION AND ANY REQUIRED CORRECTIONS HAVE BEEN COMPLETED. 10. LANDLORD'S CONDITIONS IN THE - TENANT DESIGN GUIDE HANDBOOK, SHALL BE PART OF ANY CONTRACT AND/OR AGREEMENT ENTERED INTO BY THE GENERAL CONTRACTOR. THE GENERAL CONTRACTOR SHALL SCHEDULE A PRECONSTRUCTION MEETING WITH THE ABOVE NOTED LANDLORD CONTACT PRIOR TO ANY CONSTRUCTION. 11. FIRE SPRINKLERS WERE FOUND TO BE EXISTING AT THE PROPOSED TENANT SITE. THE GENERAL CONTRACTOR SHALL PERFORM FINAL VERIFICATION PRIOR TO CONSTRUCTION AND PROVIDE THE FOLLOWING PROCEDURES: A. FIRE SPRINKLER SYSTEM DESIGN SHALL BE PER ALL LOCAL AND NATIONAL FIRE CODES. FIRE SYSTEM SHALL BE INCLUSIVE OF ALL EXPOSED AND CONCEALED SPACES AND ABOVE CEILING SPACES AS REQUIRED BY THE LOCAL AUTHORITY HAVING JURISDICTION. B. SUBMIT SHOP DRAWINGS TO APPLICABLE STATE & LOCAL AUTHORITY HAVING JURISDICTION. C. SECURE ALL PERMITS. D. GIVE 24 HOUR NOTICE PRIOR TO FIRE SPRINKLER MODIFICATION. (VERIFY W/ PROPERTY MANAGER.) 12. HAND HELD FIRE EXTINGUISHERS SHALL BE PROVIDED AND INSTALLED BY THE GENERAL CONTRACTOR. 13. GENERAL CONTRACTOR TO COORDINATE LOCATION OF TRASH DUMPSTER WITH PROPERTY MANAGER. 14. PROVIDE PROPERTY MANAGER REQUIRED PROOF OF BUILDER RISK INSURANCE AND DAMAGE DEPOSIT PRIOR TO BEGINNING ANY DEMOLITION OR CONSTRUCTION PROCEDURES. 15. ALL CONSTRUCTION SHALL COMPLY WITH APPLICABLE BUILDING CODES, LOCAL AND STATE RESTRICTIONS INCLUDING TAS &ADAACCESSIBILITY STANDARDS. 16. SAW CUTS: A. REFER TO STRUCTURAL PLANS FOR PLUMBING SAW CUT REQUIREMENTS. B. ALL SAW CUTS SHALL BE LOCATED INSIDE THE PROPOSED COOKING AND SERVICE AREAS SCHEDULED FOR FLOOR TILE AND SHALL NOT OCCUR IN PROPOSED SEATING AREAS. OR PASSAGEWAYS (AREAS SCHEDULED FOR CONCRETE SCORING). 17. PARTIAL PLANS: THE CONSTRUCTION DOCUMENTS AS DEFINED BY THE DRAWING INDEX ARE ALL NECESSARY TO DEFINE THE TOTAL PROJECT. PARTIAL PLANS SHOULD NOT BE ISSUED BY THE FRANCHISEE OR THE GENERAL CONTRACTOR FOR BIDDING OR CONSTRUCTION. 18. CONTRACTOR SHALL CLEAN WORK AREAS ON A DAILY BASIS SO AS TO NOT ACCUMULATE DEBRIS - UPON PROJECT COMPLETION CONTRACTOR IS TO CLEAN WORK AREAS AND JOB SITE THOROUGHLY SO AS TO REMOVE ALL CONSTRUCTION DUST, RESIDUE AND DEBRIS. DELIVER BUILDING TO OWNER IN CLEAN CONDITION ALLOWING IMMEDIATE OPERATION. 19. ALL WORK SHALL BE PERFORMED TO THE HIGHEST INDUSTRY STANDARDS FOR QUALITY WORKMANSHIP - ALL MATERIALS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS MATERIALS AND METHODS SHALL CONFORM TO APPROPRIATE NATIONAL TRADE PUBLICATIONS. 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR JOB SAFETY, AND SHALL TAKE ALL NECESSARY PRECAUTIONS TO SECURE SAFETY OF WORKERS AND OCCUPANTS AT ALL TIMES. 21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REMEDY OR REPLACE ANY FAULTY, IMPROPER OR INFERIOR MATERIALS OR WORKMANSHIP WHICH SHALL APPEAR WITHIN A SPECIFIC COMPONENT AFTER THE COMPLETION AND ACCEPTANCE OF THE WORK UNDER THIS CONTRACT FOR APERIOD OF NOT LESS THAN 1 YEAR FROM C.O. 22. THE CONTRACTOR SHALL PROVIDE WOOD BLOCKING AS REQUIRED FOR MOUNTING TABLES, SHELVING, CABINETS, AND ANY OTHER EQUIPMENT NOT SPECIFICALLY MENTIONED. ALL WOOD SHALL BE NON-COMBUSTABLE AS PER LOCAL AUTHORITY HAVING JURISDICTION. 23. ALL FINISHES SHALL MEET ALL CODES AND REQUIREMENTS AS PER THE AUTHORITY HAVING JURISDICTION. 24. EXISTING UTILITY SERVICES SHOWN TO REMAIN, REROUTE AS REQUIRED TO CONCEAL THE SERVICES IN WALLS AND ABOVE CEILINGS. 25. TEMPORARY ENCLOSURES SHALL BE PROVIDED BY THE CONTRACTOR OVER AND/ OR AROUND ANY EXTERIOR OPENINGS AS NECESSARY FOR THE PROPER INSTALLATION OF ANY PORTION OF WORK IN CONJUNCTION WITH THE LANDLORDS STANDARD GUIDELINES. 26. NO MATERIAL SUBSTITUTIONS SHALL BE PERMITTED AFTER CONTRACTOR HAS BEEN AWARDED JOB, SUBSTITUTIONS SHALL BE EQUAL OR BETTER IN THE OPINION OF THE OWNER. 27. GENERAL CONTRACTOR SHALL COORDINATE & SUPPLY ALL REQUIRED FIRE EXTINGUISHERS AS DIRECTED BY FIRE. MARSHALL IN ADDITION TO THOSE INDICATED IN THE DRAWINGS. 28. GENERAL CONTRACTOR SHALL FURNISH AND INSTALL REQUIRED ROOF OPENING FRAMING FOR SCHEDULED HVAC & EXHAUST UNITS. FOR STRUCTURAL SUPPORT OF EQUIPMENT & SUPPORT OF ROOF OPENINGS, REFER TO STRUCTURAL DRAWINGS. 29. GENERAL CONTRACTOR SHALL FURNISH AND INSTALL REQUIRED ROOF DOCUMENTATION FOR THE MODIFICATION EXISTING ROOF AS APPLICABLE PER THE OWNER'S LEASE. THE LANDLORD SHALL BE CONTACTED TO OBTAIN ALL REQUIREMENTS FOR LISTED SUB CONTRACTORS W/ WARRANTY WORK FOR THE SPECIFIED ROOFING SYSTEM. 30. ALL 1X WOOD TRIM AS NOTED SHALL BE OF ACLEAR PAINT GRADE PINE. 31. ALL 2X WOOD WALL FRAMING & CEILING FRAMING SHALL BE NON-COMBUSTIBLE FIRE RETARDENT TREATED AS REQUIRED BY LOCAL CODES & THE AUTHORITY HAVING JURISDICTION. 32. CONTRACTOR SHALL CONTACT THE LANDLORD DURING THE BIDDING PHASE OF THE PROJECT FOR ANY REQUIREMENTS FOR FIRE ALARM SYSTEMS. THESE SYSTEMS IF REQUIRED SHALL BE INCLUDED IN THE CONTRACT FOR THIS PROJECT. 33. CONTRACT FORM: A. THE CONTRACT FORM SHALL BE 'STANDARD FORM OF AGREEMENT BETWEEN CONTRACTOR AND OWNER FOR THE CONSTRUCTION OF BUILDINGS' AIA DOCUMENT FORM A-101. B. GENERAL CONDITIONS OF THE CONTRACT:AIAD000MENT: A-201, GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, 1997 EDITION IS HEREBY MADE A REQUIREMENT OF THE CONTRACT DOCUMENTS. ACOPY IS ON FILE W/ THE ARCHITECT FOR THE CONTRACTOR REVIEW. 34. SUBSTITUTIONS: SPECIFIED PRODUCTS HAVE BEEN USED IN PREPARING THESE DOCUMENTS TO ESTABLISH MINIMUM QUALITIES WHICH SUBSTITUTIONS MUST MEET TO BE CONSIDERED ACCEPTABLE. THE BURDEN OF PROOF OF EQUALITY RESTS W/ THE CONTRACTOR. ADEQUATE SUPPORTING INFORMATION MUST ACCOMPANY ALL SUBSTITUTION SUBMITTALS, WHICH MUST BE SUBMITTED TO THE ARCHITECT FOR APPROVAL. 35. MECHANICAL, ELECTRICAL & PLUMBING: THE GENERAL CONTRACTOR SHALL FIELD VERIFY THE EXISTING UTILITIES FOR COORDINATION WITH THE MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS PRIOR TO THE START OF THE WORK. THE CONTRACTOR SHALL PROVIDE AN ALTERNATE BID TO REUSE EXISTING AIR HANDLERS & COMPRESSORS OR ROOF TOP PACKAGE UNITS. THE TOTAL HVAC LOAD SHALL MATCH THE SPECIFIED TOTAL LOAD ON THE MECHANICAL DRAWINGS. THE CONTRACTOR SHALL CONTACT THE MECHANICAL ENGINEER WITH THE EXISTING FOR APPROVAL. 36. WINGSTOP STANDARDS: THE WINGSTOP STANDARD DESIGN, INCLUDING BUT NOT LIMITED TO: LIGHTING, SEATING, PAINT SELECTION, KITCHEN EQUIPMENT FLOORING WALL FINISHES, COUNTER HEIGHTS, SIGNAGE, AND ALL OTHER ELEMENTS AS NOTED AND INCLUDED IN THESE CONTRACT DOCUMENTS ARE AS PER THE WINGSTOP RESTAURANTS INC. FRANCHISE AGREEMENT. ANY REVISIONS OR TO THESE DOCUMENTS OR FIELD CHANGES TO THIS DESIGN SHALL ONLY OCCUR UPON WRITTEN APPROVALS OF WINGSTOP RESTAURANTS. 37. AS BUILT DOCUMENTS WERE PROVIDED BY THE LANDLORD FOR USE IN THE DESIGN AND CONSTRUCTION DOCUMENTS OF THIS PROJECT. THESE DOCUMENTS WERE PREPARED BY: LUSKARKIN ARCHITECTS AND PLANNERS 35 NORTH FOURTH STREET, 5TH FLOOR COLUMBUS, OHIO 43215 CONTACTS: LANDLORD/ ,DDR ES NAME LESSOR: CIN STATE ZIP PHONE ATTN: FRANCHISEE/ COMPANY NAME LESSEE: ADDRESS C O, STATE ZIP PE ATTN: FRANCHISOR: WINGSTOP RESTAURANTS INC. 1101 EAST ARAPAHO ROAD, SUITE 250 RICHARDSON, TEXAS 75081 972-686-6500 PHONE, 972-686-6502 FAX ARCHITECT N 3 ARCHITECTS, LLC 3218 EASTLAKE AVE E SEATTLE, WA 98102 206-402-5783 ATTN: MR. ROD BUTLER PROJECT COORDINATOR: MECHANICAL ENGINEER ELECTRICAL ENGINEER WINGSTOP RESTAURANTS INC. RICHARDSON, TEXAS 75081 1101 EAST ARAPAHO ROAD, SUITE 150 972-686-6500 PHONE, 972-686-6502 FAX ATTN: MR. JOHN B. MCDONALD, AIA HV ENGINEERING 7100 LINDEN AVE N. SUITE 1 SEATTLE, WA 98103 (206)706-9669 TRES WEST ENGINEERS 2702 S 42 ST SUITE 301 (253) 472-3300 SYMBOL LEGEND x/x.x SECTION KEY: (TOP) LETTER / NUMBER & (BOTTOM) SHEET NUMBER ELEVATION KEY: (TOP) LETTER / NUMBER & (BOTTOM) SHEET NUMBER DOOR NUMBER / LETTER WINDOW NUMBER / LETTER EQUIPMENT NUMBER REFER TO SHEET EQ.1 WALL TYPE REFER TO SHEET Al COLUMN (CENTER -LINE) OR WALL FTENLARGED DETAIL O.H. SIM. A.F.F. (N.I.C.) C.L. OPPOSITE HAND SIMILAR ABOVE FINISH FLOOR NOT IN CONTRACT (OF GENERAL CONTRACTOR) CENTERLINE HEALTH DEPARMENT NOTES CODES/ OCCUPANT DATA: CODE YEAR/TYPE: 2012 - INTERNATIONAL BUILDING CODE W/ WA STATE AMENDMENTS 2012 - INTERNATIONAL MECHANICAL CODE 2012 - INTERNATIONAL FIRE CODE 2012 - UNIFORM PLUMBING CODE 2008 - NATIONAL ELECTRICAL CODE (NFPA 70) 2012 - WA STATE ENERGY CODE 2012 - INTERNATIONAL FUEL GAS CODE EXISTING SHELL BUILDING: 1. OCCUPANCY CLASSIFICATION: GROUP M 2. TYPE OF CONSTRUCTION: V-A 3. FIRE SPRINKLERS: YES 4. STORIES - ACTUAL: 1 PROPOSED LEASE SPACE: GROUP A-2 OCCUPANT LOAD AS FOLLOWS: 5. *AREA (NET LEASE SPACE): 1,963 S.F. *ORDER AREA (NET USABLE): 100 SQ. FT. @ 1/5 PER OCCUPANT = 20 OCCUPANTS *SEATING AREA (NET USABLE): 730 SQ. FT. @ 1/15 PER OCCUPANT = 49 OCCUPANTS *MEN, WOMEN RESTROOMS & HALLWAY AREAS: 222 SQ. FT. (ACCESSORY AREAS NOT APPLICABLE) *SALES, COOKING, PREP, & JANITOR AREAS (NET USABLE): 602 SQ. FT. © 1/200 PER OCCUPANT = 3 OCCUPANTS *WALK-IN COOLER / FREEZER AREA: 100 SQ. FT. (ACCESSORY AREA NOT APPLICABLE) 6. *TOTAL OCCUPANTS: 72 EXITS REQUIRED: 02 PROVIDED: 02 LIST OF DRAWINGS CODE REFERENCES: IBC CHAPTER 3, SECTION 303 IBC CHAPTER 6 IBC CHAPTER 9 IBC CHAPTER 5, TABLE 503 IBC CHAPTER 10, TABLE 1004.1.1 A5SES.50P5 IP/1414x L. -2¼23c4 c CS COVER SHEET & GENERAL NOTES SP.1 SITE PLAN Al ARCHITECTURAL FLOOR PLAN A1.1 FLOOR FINISH PLAN A1.2 DEMO PLAN A2 REFLECTED CEILING PLAN & DETAILS A2.1 ROOF PLAN A3 INTERIOR ELEVATIONS A4 FINISH, DOOR, & HARDWARE SCHEDULES A5 SALES COUNTER PLAN & DETAILS A6 WALL SECTIONS & DETAILS A7 TYPICAL DETAILS EQ.1 EQUIPMENT PLAN EQ.1.1 EQUIPMENT SCHEDULE EQ.2 EQUIPMENT INTERIOR ELEVATIONS S-1 HVAC ROOF MOUNT DETAIL SEPARATE PERMIT REQUIRED FOR: Mechanical Electrical PrPlumbing IlGas Piping City of Tukwila BU9LDING DIVISION PUBLIC HEALTH - SEATTLE & KING COUNTY INSPECTION REQUIRED ON COMPLETION OF WORK PRIOR TO OPENING NO CHANGES WILL BE MADE WITHOUT HEALTH DEPARTMENT APPROVAL REVISIONS No changes shall be made to the scope of Work without prior approval of `ukwib. Building Division. :.jr177: bvi€I require a new plan submittal may I sonde additional plan review fees. PLANNs!'' : APPROVED changes can be madeto these .ns without approval from the Panning Division of DCD Mayvcri By 1:;.171\ ,'C °x-13 ^ FIV COPY Permit No. 13' 3 Plan review approval is subject to errors and omissions. k;, 1=, •al of construction documents does not authorize ti, : ;,.;:wb,,iol~r et any adopted code or ordinance. Receipt proved Field Copy and conditions is acknowledged: By aw Date: )1, 3 LI - City Of Tukwila BUILDING DIVISION M0.01 SYMBOLS. LEGEND, ABBREVIATIONS & NOTES M0.02 SCHEDULES M1.00 LEVEL 1 HAVC PLAN M3.00 DETAILS & SEQUENCE OF OPERATION M3.01 KITCHEN HOOD & EQUIPMENT REFERENCE DRAWINGS M3.02 KITCHEN HOOD & EQUIPMENT REFERENCE DRAWINGS M3.03 KITCHEN HOOD & EQUIPMENT REFERENCE DRAWINGS M3.04 KITCHEN HOOD & EQUIPMENT REFERENCE DRAWINGS M3.05 KITCHEN HOOD & EQUIPMENT REFERENCE DRAWINGS E1.0 LIGHTING PLAN E2.0 POWER PLAN E3.1 SPECIFICATIONS PLAN E3.2 SPECIFICATIONS PLAN E4.1 LIGHTING CODE COMPLIANCE FORMS E4.2 MECHANICAL EQUIPMENT & PANEL SCHEDULE P0.01 SYMBOLS, LEGEND & NOTES P0.02 ABBREVIATIONS, CALCULATIONS, & SCHEDULES P1.00 LEVEL 1 UNDERGROUND PLAN PLUMBING & LEVEL 1 PLUMBING PLAN P3.00 DETAILS P4.00 RISER DIAGRAMS REVIEWED FOR E COMPLIANCE APPROVED NOV 21 2013 1)1- 'W` };, of tukwila LDING DIVISION RECEF CITY OEF TUKIVEILA SEP 1 6 2013 PERMIT CENTER VICINITY MAP 17410 SOUTHCENTER PARKWAY, TUKWILA, WA98188 NOT TO SCALE NORTH 7215 REGISTERED ARCM N 3 ARCHITECTS [lc 3218 EASTLAKE AVE. EAST SUITE 1B SEATTLE . WA . 98102 206.402.5783 info@n3architects.com Project WINGSTOP 17410 SOUTHCENTER PARKWAY TUKWILA, WA 98188 Sheet Title COVER SHEET DRAWINGS, SPECIFICATIONS AND OTHER VISUAL MATERIALS, AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF THE ARCHITECT WHETHERTHE PROJECT FOR WHICH THEY ARE MADE BE EXECUTED OR NOT. THE ARCHITECT RETAINS ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Revisions Date Scale 9/1 4/1 3 1/4" = V-0" Project No. Sheet No. N 3 ARCHITECTS, LLC COPYRIGHT 2013 CS / N3A/ Projects/WingStop Tukwila/WINGSTOP-V. ADDITIONAL GENERAL NOTES 1. PRIOR TO COMMENCEMENT OF ANY PORTION OF THE WORK, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES NOTED AMONG OR BETWEEN THE CONTRACT DOCUMENTS, OWNER - PROVIDED INFORMATION, SITE CONDITIONS, MANUFACTURER RECOMMENDATIONS, OR CODES, REGULATIONS, OR RULES OF JURISDICTIONS HAVING AUTHORITY. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR UTILITY LOCATIONS . CARE SHOULD BE TAKEN TO AVOID DAMAGE OR DISTURBANCE TO EXISTING UTILITIES. 3. DRAWINGS: THE DRAWINGS ARE INTENDED TO DESCRIBE THE OVERALL SCOPE OF WORK. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS & ALERT ARCHITECT/OWNER TO ANY UNFORESEEN CONSTRUCTION DIFFICULTIES PRIOR TO BEGINNING WORK. 4. DRAWINGS ARE DIVIDED INTO SEPARATE SHEETS FOR GENERAL CONVENIENCE ONLY. SHEET DESIGNATION OR NUMBERS SHALL NOT BE CONSIDERED TO LIMIT AREAS OF WORK, RESPONSIBILITY OR TRADES. THE CONTRACTORS MUST COORDINATE THE DRAWINGS WITH EACH OTHER AND WITH THE SPECIFICATIONS IN ORDER TO COMPLETE THE PROJECT. DETAILS, NOTES OR CONDITIONS SHOWN ON THE DOCUMENTS SHALL APPLY TO ALL SIMILAR CONDITIONS FOR THIS PROJECT. 5. THE CONTRACTOR SHALL ASSUME SOLE RESPONSIBILITY OF CHOICES, INCLUDING THOSE REGARDING MEANS, METHODS, OR SEQUENCE OF CONSTRUCTION AND SAFETY PRECAUTIONS INCIDENT THERETO. 6. THE ARCHITECT, HIS REPRESENTATIVES OR CONSULTANTS ARE NOT RESPONSIBLE FOR JOB -SITE SAFETY IN ITS ENTIRETY, INCLUDING WORKMAN, VISITORS OR ANY OTHER ENTITY THAT MAY ENTER ONTO THE SITE. 7. ABBREVIATIONS: THROUGHOUT THE PLANS ARE ABBREVIATIONS WHICH ARE IN COMMON USE. THE ARCHITECT WILL DEFINE THE USE OF ANY IN QUESTION. 8. REPETITIVE FEATURES NOT INDICATED IN THE DRAWINGS EVERYWHERE THAT THEY OCCUR SHALL BE PROVIDED AS IF DRAWN IN FULL. 9. DO NOT SCALE DRAWINGS. CONTACT ARCHITECT FOR ANY REQUIRED CLARIFICATIONS. FIELD VERIFY EXISTING DIMENSIONS AND REPORT ANY DISCREPANCIES. 10. ALL DIMENSIONS ARE TO FACE OF FRAMING, FACE OF CONCRETE, CENTERLINE OF PARTY WALLS, AND CENTERLINE OF DOORS AND WINDOWS UNLESS NOTED OTHERWISE. CONTACT ARCHITECT FOR ANY REQUIRED CLARIFICATIONS. FIELD VERIFY EXISTING DIMENSIONS AND REPORT ANY DISCREPANCIES. 11 NOTHING IN THE DRAWINGS &/OR THE SPECIFICATIONS SHALL BE CONSTRUED TO PERMIT AN INSTALLATION IN VIOLATION OF APPLICABLE CODES &/OR RESTRICTIONS. SHOULD ANY CHANGE IN THE DRAWINGS BE NECESSARY IN ORDER TO COMPLY WITH THE APPLICABLE CODES &I OR REQUIREMENTS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AT ONCE AND CEASE WORK. WORK ON ALL PARTS PERFORMED UNDER THIS CONTRACT SHALL BE IN FULL ACCORDANCE WITH THE LATEST RULES, REGULATIONS, RESTRICTIONS, REQUIREMENTS, AND CODES. 12. HAZARDOUS MATERIALS: DISCOVERY OF HAZARDOUS MATERIALS (ASBESTOS, CHEMICAL WASTE, PESTICIDES, ETC.) SHALL BE REPORTED IMMEDIATELY TO THE OWNER. CONTRACTOR IS RESPONSIBLE FOR APPROVALS, REMOVAL, DISPOSAL, & CERTIFICATION AS REQUIRED BY LAW. 13. SAFETY: CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFETY PRECAUTIONS & METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES REQUIRED TO PERFORM THE WORK. KEY PLAN 2.4SH ' N(CLE�, TRANSFORMER 4 PARKING SPACES FIRE HYDRANT Ma ONO 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 L ------ IMO -- IMO --� 19 PARKING SPACES EXISTING DUMPSTER ENCLOSURE AREA TO REMAIN (N.I.C.) PROPOSED WINGSTOP LOCATION EXISTING GREASE TRAP EXISTING VAN ACCESSIBLE PARKING AND RAMP EXISTING ACCESSIBLE PATH OF TRAVEL MAX SLOPE: SHALL NOT EXCEED 2% CROSS MAX. SLOPE: 1/4" PER 12" 12 PARKING SPACES PLAN NORTH REVIEWED FOR CODE COMPLIANCE APPROVED NOV 21 2013 City of tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 16 2013 PERMIT CENTER REGISTERED ARCH RODERICKC A. BUTLER STATE OF INASHIMET0111 N 3 ARCHITECTS ac 3218 EASTLAKE AVE. EAST SUITE 1B SEATTLE . WA . 98102 206.402.5783 info@n3arch itects.com Project WINGSTOP 17410 SOUTHCENTER PARKWAY TUKWILA, WA 98188 Sheet Title SITE PLAN DRAWINGS, SPECIFICATIONS AND OTHER VISUAL MATERIALS, AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF THE ARCHITECT WHETHERTHE PROJECT FOR WHICH THEY ARE MADE BE EXECUTED OR NOT. THE ARCHITECT RETAINS ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Revisions Date Scale 9/14/13 1/4" = 1 '-0" Project No. Sheet No. N 3 ARCHITECTS, LLC COPYRIGHT 2013 SP.1 / N3A/ Projects/WingStop Tukwila/WINGSTOP-V. • 68'-0" CLEAR INSIDE 52'-0" 16'-0" E/A7 w • . • 'Z UJ ••. ORDER 101 747 11 11 9'-21/2" 00 DINING 102 11'-10" 10'-111/2" w J LINE OF HOOD ABOV Ar 0 E—� //////////, // lei 1'-6 8'-41/2" (Th FLOOR FINISH PLAN 1 A SCALE: 1/4" = 1'-0" // A/A5 COOKING ( 105 M 11'-111/2" ALLION y JANITOR 107 6'-10" 7'-71/4° PREP 106 21'-7" 9'-1 HALLWAY ( 103 4 WOM A MEf�' K3e>A6 110 i O O /1.1 WALL LEGEND: 0 N N. COOLER 2 ( los r` 15'-3" PLAN NORTH TRUE NORTH WALL TYPES: EXISTING WALLS, OR PARTITIONS SCHEDULED PARTITIONS SCHEDULED KNEE WALLS 0 0 0 0 0 0 0 0 10 EXISTING STOREFRONT AND FURR DOWN ABOVE REFER TO SHEET A3 FOR HEIGHT. FIELD VERIFY EXISTING CONDITIONS AT THE FURR DOWN AREAAND EXTEND GYPSUM BOARD AND FRAMING TO 6" ABOVE THE SCHEDULED CEILING SYSTEM. REPAIR AS REQUIRED TO PROVIDE THE WALL SCHEDULED FINISHES, SHEET A4. EXISTING TENANT PARTITION WALL TO REMAIN. FIELD VERIFY THE EXISTING WALL CONDITIONS AND PROVIDE ANY 5/8" GYPSUM BOARD TO BOTTOM OF THE EXISTING ROOF DECK AS REQUIRED. PROVIDE WALL FINISHES INDICATED ON THE ROOM FINISH SCHEDULE. EXISTING EXTERIOR WALL TO REMAIN, FIELD VERIFY EXISTING CONDITIONS. PROVIDE 5/8" GYPSUM TO 6" ABOVE SCHEDULED CEILING SYSTEM. PATCH AND REPAIR AS REQUIRED TO PROVIDE WALL FINISHES INDICATED ON THE ROOM FINISH SCHEDULE. NOT USED PROVIDE AND INSTALL 3 5/8", 25 GA METAL STUDS (DIETRICH, ICC ESR NO. 2457) AT 24"O.C. AND 5/8" GYPSUM BOARD. BRACE TO STRUCTURE AS INDICATED ON DETAILA/A.6. PROVIDE WALL FINISHES AS INDICATED ON THE ROOM FINISH SCHEDULE, SHEET A4. NOT USED PROVIDE AND INSTALL 3 5/8", 25 GAUGE METAL STUDS (DIETRICH, ICC ESR NO. 2457) AT 16"O.C. WITH 5/8" GYPSUM BOARD AND FINISHES AS INDICATED ON DETAILS AND ELEVATIONS ON SHEET A5. PROVIDE AND INSTALL 3 5/8", 25 GAUGE METAL STUDS (DIETRICH, ICC ESR NO. 2457) WITH 5/8" GYPSUM WALL BOARD AT HEIGHT AS INDICATED ON SECTION DETAILA/A7. PROVIDE AND INSTALL 3 5/8", 25 GAUGE METAL STUDS (DIETRICH, ICC ESR NO. 2457) AT 24"O.C. SUSPENDED ABOVE THE FINISH FLOOR AS INDICATED ON DETAIL B/A7. PROVIDE AND INSTALL 6", 25 GAUGE METAL STUDS (DIETRICH, ICC ESR NO. 2457) AT 16"O.C. WITH 5/8" GYPSUM BOARD AT THE HEIGHT INDICATED ON SECTION DETAIL C/A7. NOTES: A ALL DEMISING WALLS AT THE INSIDE OF MEN AND WOMEN RESTROOM AREAS SHALL RECEIVE WATER RESISTANT GYPSUM BOARD TO 48"AFF. B. PROVIDE 5/8" PLYWOOD BLOCKING AT ALL SCHEDULED PARTITIONS WHERE WALL MOUNTED KITCHEN EQUIPMENT AND TOILET ACCESSORIES ARE SPECIFIED. REVIEWED FOR CODE COMPLIANCE APPROVED NOV 21 2013 City of Tukwila BUILDING DMSION RECEIVED CITY OF TUKWILA SEP 1 6 2013 PERMIT CENTER REGISTERED ARCHITECT RODERIC}t A. N ER STATE OF WA5HIMOTONI N 3 ARCHITECTS Lc 3218 EASTLAKE AVE. EAST SUITE 1B SEATTLE . WA . 98102 206.402.5 783 info@n3architects.com Project WINGSTOP 17410 SOUTHCENTER PARKWAY TUKWILA, WA 98188 Sheet Title ARCHITECTURAL FLOOR PLAN DRAWINGS, SPECIFICATIONS AND OTHER VISUAL MATERIALS, AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF THE ARCHITECT WHETHERTHE PROJECT FOR WHICH THEY ARE MADE BE EXECUTED OR NOT. THE ARCHITECT RETAINS ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Revisions Date Scale 9/1 4/1 3 1/4" = 11-0" Project No. Sheet No. N 3 ARCHITECTS, LLC COPYRIGHT 2013 A.1 V/////////////////////.I N3A/ Projects/WngStop KITCHEN AREA 4" THICK POLYURETHANE INSULATED PANELS WITH 26 GA STUCCO GALVALUME FINISH CONTINUOUS BEAD SILICONE 6" HIGH CONTINUOUS INTEGRAL COVED BASE 6x6 QUARRY TILE, NON ABSORBENT WITH SMOOTH FINISH EXISTING CONCRETE SLAB / COOLER BASE DETAIL B) SCALE: 1 1/2" = 1'-0" KITCHEN AREA 4" THICK POLYURETHANE INSULATED PANELS WITH 26 GA. STUCCO GALVALUME FINISH CONTINUOUS BEAD SILICONE 6" HIGH CONTINUOUS INTEGRAL COVED BASE 6x6 QUARRY TILE, NON ABSORBENT WITH SMOOTH FINISH EXISTING CONCRETE SLAB AII %./.1•/////,//././..v//////. ' 0 M WALK-IN COOLER 4 • , 4 - WALK-IN COOLER 52-0" EXISTING CONCRETE, PROVIDE STAIN, REFER TO ADDITIONAL FLOOR .. . FINISH NOTES ON THE FINISH SCHEDULE (SHEET A4) FOR SUGGESTED FLOOR PREPARATION OF SEATING AREA • . ' 68'-0" CLEAR INSIDE 16'-0" ALUMINUM EDGE PROFILE (TYP.) . REFER TO DETAIL H/A.1.1 • • HALLWAY 103 J WOMEN'S JANITOR MEN'S 110 1■■ IMMUNE 1111 IMIIIIIMMMIU1111111 — 1■■—■■`i11� DINING .. COOLER SALES ■1■■■■■■1i■■■■■■■■■�■■■■[ ■��■■■■■�■ ■ PREP ■ ■Ir1r■■■■■=■ COOKING 106 ■ ■iraimm11 ■■■ L 105) ■ IIIHHIUEIHHIIIIIUHHI M vg( {5v'i�kNYi +X�t ®1i5!411Fl93,ri.N N'N E�:v"V x�tfta iMtifl..3u`.'h aA3(56. Fvas ti. VJtA �i?'kI.4ElA1f>Yc4"k A4R?llh.SF4 tM't{{N MSNY itDXwd4finY:.YtlI tP�£fi9!Y.^k l�Y:}44'�.8d M14'%'t%5 UNIFOAM INSULATED FLOOR PANEL X44 4•• • • 4I FREEZER BASE DETAIL CSCALE: 1 1/2" = 1'-0" O FLOOR FINISH PLAN SCALE: 1/4" = 1'-0" ADDITIONAL FLOOR FINISH PLAN NOTES: 1. REFER TO THE MATERIAL INFORMATION AND ADDITIONAL CONCRETE FLOOR FINISH NOTES ON SHEET A4. 2. THE OPTIONAL SCORING PATTERN IS 1/16" DEEP MAX. VERIFY WITH OWNER PRIOR TO BIDDING / CONSTRUCTION. ADJACENT TENANT .1 PROPOSED WINGSTOP AREA ///hili/,°/ I //////.',//1/4/////////o// TILE DETAIL ® SCALE: 1 1/2" =1'-0" 6'-0" REFER TO FINISH SCHEDULE, SHEET A.3 5/8" WATER RESISTANT GYPSUM BOARD TO 48" A.F.F. SCHEDULED WALL PARTITIONS, REFER TO WALL TYPES SHEET Al CONTINUOUS ELASTOMERIC WATERPROOF MEMBRANE APPLY TO FACE OF GYPSUM BOARD AT EACH SIDE DUROC TO 12" AF.F. AT EACH SIDE CONTINUOUS BEAD SILICONE 6" CONTINUOUS QUARRY TILE INTEGRAL COVED BASE EXISTING SLAB ADDITIONAL NOTE: INSTALL AT DEMISING WALL LOCATIONS ONLY. ■■�■■■■■ ■■■■■■� iii • ■■■■■■■■1111■■■■1\=■ • ■■11■■■1111■■1111■■\1il•■ 6"X6" QUARRY TILE, REFER TO ROOM FINISH SCHEDULE WALL LEGEND: PLAN NORTH TRUE NORTH Q MOP SINK BASE DETAIL SCALE:1 1 /2" = 1'-0" 12 6"X6" QUARRY TILE BELOW FREEZER 1///////////A EXISTING WALLS, OR PARTITIONS SCHEDULED PARTITIONS SCHEDULED KNEE WALLS 10" HIGH MOLDED STONE BASIN (MOP SINK) CONTINUOUS BEAD SILICONE 6" CONTINUOUS INTEGRAL COVED BASE 6" QUARRY TILE (QT -1) EXISTING CONCRETE SLAB 1 • 6"X6" QUARRY TILE, REFER TO ROOM FINISH SCHEDULE REVIEWED FOR CODE COMPLIANCE APPROVED NOV 21 2013 City of Tukwila BUILDING DIVISION EDGE PROFILE, 1.2 SCHLUTER-RENO MODEL #AEU 125 6x6 QUARRY TILE, NON ABSORBENT WITH SMOOTH FINISH pr A • • • a .40 44 ad • d .. ,4 • a . 4 . • 4 • . • Q,. 4. • •• 4 • ., • .4 • TYPICAL EDGE PROFILE DETAIL FULL SCALE NEW DOOR, REFER TO SHEET A4 FOR TYPE EXISTING CONCRETE FLOOR • *: KICK PLATE DETAIL SCALE: 1 1/2" = 1'-0" RECEIVED CITY OF TUKWILA SEP 1 6 2013 PERMIT CENTER F/A1.1 EXISTING CONCRETE SLAB NEW DOOR, REFER TO SHEET A.4 FOR TYPE NEW FLOOR TILE •4 • CH THRESHOLD DETAIL SCALE: 1 1/2" = 1'-0" RODEi SICK A. 04.1111.1fl STATE OF WAtHi;\SU{l.'i N 3 ARCHITECTS LLC 3218 EASTLAKE AVE. EAST SUITE 1B SEATTLE . WA . 98102 206.402.5783 info@n3architects.com Project WINGSTOP 17410 SOUTHCENTER PARKWAY TUKWILA, WA 98188 Sheet Title FLOOR FINISH PLAN DRAWINGS, SPECIFICATIONS AND OTHER VISUAL MATERIALS, AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF THE ARCHITECT WHETHERTHE PROJECT FOR WHICH THEY ARE MADE BE EXECUTED OR NOT. THE ARCHITECT RETAINS ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Revisions Date Scale 9/1 4/1 3 1/4" - 1'-0" Project No. Sheet No. N 3 ARCHITECTS, LLC COPYRIGHT 2013 A.1.1 / N3A/ ProjectsNVingStop TukwilaNVINGSTOP-V. 9. 2P'-6" CLEAR 1 CA PLAN I SCALE: 1/4" = 1'-0" 68'-0" CLEAR INSIDE 52'-0" 16'-0" PLAN NORTH REMOVE EXISTING SUSPENDED CEILING SYSTEM AND FLOORING MATERIALS WALL LEGEND: TRUE NORTH V/////////////////////,I V///////////I EXISTING WALLS, OR PARTITIONS EXISTING WALLS AND FIXTURES TO BE REMOVED REMOVE COOLER REMOVE EXISTING SUSPENDED CEILING SYSTEM AND FLOORING MATERIALS ////////////71////////////////////1/// ADDITIONAL DEMOLITION PLAN NOTES: 1. DEMOLITION OF THE PROPOSED LEASE SPACE SHALL INCLUDE REMOVAL OF ALL EXISTING FLOORING, PARTITIONS, ACOUSTICAL CEILINGS, CONDUIT, AND HVAC DUCTWORK AND WALL FINISHES PROVIDING AND RETURNING THE LEASE SPACE TO ACLEAN SHELL READY FOR NEW CONSTRUCTION. LOCATIONS OF ALL EXISTING ROOF TOP HVAC UNITS SHALL BE NOTED FOR COORDINATION WITH THE PROPOSED DESIGN AS INDICATED IN THE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS. 2. REMOVE ALL EXISTING MATERIALS SUCH AS MASTIC FROM PREVIOUS FLOORING PRIOR TO SCORING EXISTING CONCRETE. 3. MAINTAIN ALL EXISTING GYPSUM BOARD AT EXISTING DEMISING WALL LOCATIONS WHERE ALLOWABLE. 4. MAINTAIN ALL EXISTING GYPSUM BOARD AT EXISTING DEMISING WALL LOCATIONS WHERE ALLOWABLE. 11P\PTI 0 REVIEWED FOR CODE COMPLIANCE APPROVED NOV 21 2013 City oftukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 1 6 2013 PERMIT CENTER REGISTERED ARC. EC RODERIC}t A. B H STATE OF WASHINGTON , N 3 ARCHITECTS [lc 3218 EASTLAKE AVE. EAST SUITE 1B SEATTLE . WA . 98102 206.402.5 783 info@n3architects.com Project WINGSTOP 17410 SOUTHCENTER PARKWAY TUKWILA, WA 98188 Sheet Title DEMO PLAN DRAWINGS, SPECIFICATIONS AND OTHER VISUAL MATERIALS, AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF THE ARCHITECT WHETHERTHE PROJECT FOR WHICH THEY ARE MADE BE EXECUTED OR NOT. THE ARCHITECT RETAINS ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Revisions Date 9/1 4/1 3 Project No. N 3 ARCHITECTS, LLC COPYRIGHT 2013 Scale 1/4" = 1'-0" Sheet No. A.1.2 N3A/ ProjectsANngStop TukwilaNVINGSTOP-V. SUSPENDED CEILING DETAIL - SEE 2/EQ.2 SCALE: N.T.S. • • • • • • • • • • • • • • u_ LL wir SCHEDULED CEILING REFER FINISH SHEET ATTACH CONTINUOUS ALUMINUM HORIZONTAL LEG TO CEILING SYSTEM WITH RIVETS AT 12" O.C. (MIN.) REMOVABLE VINYL COATED CEILING PANELS FOR ACCESS TO CONDENSING UNITS WHITE 350 SERIES RETURN GRILLE ATTACH CONTINUOUS ALUMINUM HORIZONTAL LEG TO WALK-IN COOLER / FREEZER WITH 1 1/4" METAL SCREWS AT 12" O.C. (MIN.) WALK-IN COOLER / FREEZER BELOW FURR DOWN DETAIL @ COOLER SCALE: N.T.S.' SYMBOL LEGEND MK. SYMBOL SPECIFICATIONS MOUNTING HT. NOTES A FIXTURE: JUNO LIGHTING 2'-0" TRACK W/ (2) FIXTURES (HEADS) TRACK MODEL NO. R2BL (BLACK) CONNECTOR MODEL NO. R38BL (BLACK) TRACK HEAD MODEL NO. R511 B -BL (BLACK) LAMPS: 130V 30W R20 SUPPLIER: MELETIO ELECTRICAL SUPPLY. MOUNT TO SCHEDULED CEILING BOTTOM OF TRACK MOUNTED TO OF BOTTOM OF FRAMING AND 3'-0" FROM ADJACENT WALLS UNLESS NOTED OTHERWISE. SUSPEND FROM THE CEILING WITH 3/8" ALL -THREAD. LA LA B 0 FIXTURE: HILITE LIGHTING 16" ROUND PENDANT W/16-0" CORD (BLACK) MODEL: H-16116-101-CB15.91 BRUSHED ALUMINUM (30 WATT MAX LABEL) LAMPS: (1) 130V 30W R20 SUPPLIER: MELETIO ELECTRICAL SUPPLY MOUNT TO SCHEDULED CEILING AS FOLLOWS: N/A ALL AREAS SUSPEND TO 8'-0" A.F.F. C FIXTURE: METALUX 2'X4' FLUORESCENT TROFFER W/ ACRYLIC LENS MODEL NO. GR8.232A-UNIV-L8735 LAMPS: (2) 32W/T8 SUPPLIER: MELETIO ELECTRICAL SUPPLY MOUNT TO SCHEDULED ACOUSTICAL CEILING N/A 0 F FIXTURE: ELITE LIGHTING 6" ROUND RECESSED CAN LIGHT MODEL NO. B6IC 35 WATT SOCKET, B630 -P -WH (WHITE TRIM & BLACK BAFFLE) (35 WATT MAX LABEL) LAMPS: (1) SHATTERPROOF 35W R3OFL SUPPLIER: MELETIO ELECTRICAL SUPPLY MOUNT TO SCHEDULED ACOUSTICAL CEILING NOTE: CEILING INSULATION MUST BE 3" AWAY ALL SIDES N/A G FIXTURE: ELITE LIGHTING 6" ROUND RECESSED CAN LIGHT MODEL NO. B6IC 35 WATT SOCKET, B630 -P -WH (WHITE TRIM & BLACK BAFFLE) (35 WATT MAX LABEL) LAMPS: (1) SHATTERPROOF 35W R3OFL SUPPLIER: MELETIO ELECTRICAL SUPPLY MOUNT TO SCHEDULED CEILING. NOTE: CEILING INSULATION MUST BE 3" AWAY ON ALL SIDES N/A H 0 FIXTURE: JUNO LIGHTING ADJUSTABLE RECESSED LIGHT MODEL NO. IC44N-449-WH (WHITE) LAMPS: (1) SHATTERPROOF 50W MR16/C/NFLCO SUPPLIER: MELETIO ELECTRICAL SUPPLY MOUNT TO SCHEDULED CEILING. NOTE: CEILING INSULATION MUST BE 3" AWAY ON ALL SIDES N/A X ® FIXTURE: NAVILITE SURFACE MOUNTED EXIT LIGHT MODEL NO. NXP8-3-R-WH LOCATIONS & QUANTITIES PER LOCAL INSPECTION AGENCY, & FIRE MARSHALL. SUPPLIER: MELETIO ELECTRICAL SUPPLY MOUNT TO BTM OF SCHEDULED ACOUSTICAL CEILING OR GYPSUM BOARD FURR-DOWN EXIT LIGHT WITH LED LAMPS AND MINIMUM 90 MINUTE BATTERY BACKUP XR ® FIXTURE: MULE LIGHTING SURFACE MTD EXIT LIGHT W/ REMOTE EGRESS HEADS MODEL NO. MXBRU-REM WITH H254W6V-WP BASE & (2) REMOTE HEADS LOCATIONS & QUANTITIES PER LOCAL INSPECTION AGENCY, & FIRE MARSHALL. SUPPLIER: MELETIO ELECTRICAL SUPPLY MOUNT TO BTM OF SCHEDULED ACOUSTICAL CEILING OR GYPSUM BOARD FURR-DOWN MOUNT EMERGENCY HEAD OVER DOORWAY TO ILLUMINATE THE PATH OF EGRESS TO THE PUBLIC WAY EXIT LIGHT WTH LED LAMPS, TWO REMOTE HEADS CAPACITY AND MINIMUM 90 MIN. BATTERY BACKUP EM E5MODEL LJ FIXTURE: NAVILITE SURFACE MOUNTED EMERGENCY LIGHT NO. N1WH (2 HEAD) LOCATIONS & QUANTITIES PER LOCAL INSPECTION AGENCY, & FIRE MARSHALL. SUPPLIER: MELETIO ELECTRICAL SUPPLY MOUNT TO SCHEDULED PARTITION AT 8" BELOW FINISHED CEILING DUAL LAMP EMERGENCY FIXTURE WITH MINIMUM 90 MINUTE BATTERY BACKUP S CI SPEAKER MOUNTED ON TRACK LIGHTS WITH BLACK SPEAKER BRACKETS PROVIDED BY OWNER (N.I.C.) WIRING BY GENERAL CONTRACTOR. WIRE EACH SPEAKER TO 'J' BOX @ EQUIP. NO. 1 PROVIDE MIN. 6' ADDITIONAL WIRE PER SPEAKER AT 'J' BOX. MOUNT TO LIGHTING TRACK, OR TO THE EXISTING STRUCTURE ABOVE THE SCHEDULED HVAC DUCT WITH BLACK SPEAKER BRACKETS. BLACK SPEAKERS W/ MATCHING GRILL N/A Qi SUPPLY REGISTER AT ROUND DUCT REFER TO MECHANICAL DRAWINGS FOR SUPPLY REGISTER AND DUCT SIZE MOUNT TO SCHEDULED DUCT AT A MINIMUM OF 8'-0" A.F.F., DUCT SUPPORTS SHALL BE STANDARD HVAC STYLE 2" WIDTH SUPPLY REGISTERS AND EXPOSED DUCT TO BE PAINTED REF. TO PAINT SCHEDULE SHEET A.4. N/A LAY -IN HVAC SUPPLY REGISTER PROVIDED BY HVAC CONTRACTOR MOUNT TO SCHEDULED ACOUSTICAL CEILING PAINTED, REFER TO PAINT SCHEDULE SHEET A.4 EF ® EXHAUST FAN: BROAN #HD80 80CFM SUPPLIER: MELETIO ELECTRICAL SUPPLY MOUNT TO SCHEDULED ACOUSTICAL CEILING STANDARD WHITE COVER N/A LAY -IN HVAC PERFORATED SUPPLY REGISTER PROVIDED BY HVAC CONTRACTOR MOUNT TO SCHEDULED ACOUSTICAL CEILING PAINTED, REFER TO PAINT SCHEDULE SHEET A.4 :I«: ' . SUPPLIER NOTE: MELETIO ELECTRICAL SUPPLY: 10930 HARRY HINES, DALLAS, TEXAS 75220 / MAIN: PHONE 1-800-777-4993 CONTACT: JIM ELLIS (SALES MANAGER), EXT. 1143 OFFICE, 972-559-6943 DIRECT, 214-353-3425 FAX, JELLIS@MELETIO.COM INSTALL ALL WALL MOUNTED LCD 'OUTLETS • 7'-0" A.F.•F., REFER DETAIL D/A.2, TYPICAL• • w • •z • SURFACE MOUNT SPEAKER TO EXISTING SOFFIT ABOVE STOREFRONT DOOR • 0 0 68'-0" CLEAR INSIDE O O 4'-6" 7'-0" • 7'-0" 7'-0" 7'-0" . 7'-0" 5'_31/4„ EM // • REFER TO THE LIGHTING SCHEDULE FOR PENDANT LIGHTING (BRUSHED ALUMINUM) EXPOSED HVAC DIFFUSERS (PAINTED P5) • 2) 2 DIAGONAL LAY -IN CLC. AT (FAINTED P5) REFER TO FINI SEE SUSPENDED CEILING DE TRACK LIGHTING (BLACK) MOUNTED TCfs BOTTOM OF • — ACOUSTICAL CEILING TILES WITH 3/8" ALL -THREAD, . TYPICAL C N ALL TRACK FIXTURES . A.F. F. • H SC RULE AILS EQ.1.1• Ri * i 1 K. 4V\c% I 0 v IIPIA. 4,./ ct. • o o 4, v4k00 4/44 ...i "Are 441, ,.,v- 4 8 E1 A A . 4t. ‘41 ///// // /// // ,7/ / XR 16'-0" VINYL COVERED 2x4 LAPIN CEILING 12'-0" A.F F., REFER DETAIL/A.2 SEE SUSPENDED CEILING DETAILS 2/EQ.1.1 HALLWAY 103 1' 0 y JANITOR 107 IVA // // / EQ L EQ LIGHTS A, A-1, 8, B-1 & F SHALL BE ON DIMMERS REFLECTED CEILING PLAN SCALE: 1/4" = 0 U 00000000•ooa000000 000000000 "0000000.00"0"0"0 11 081$81 0 C °C.L. OF C HOOD° C O 000000000 000.8.0.8 11 $$$$f$$ LINE OF HQOD ABOV 0 SALES 104 VV F/A.2 _10'-61/2" m COOKING 105 //////////////////////////////////////// VINYL COVERED 2x4 LAY -IN CEILING AT 9'-0" A.F.F., REFER DETAIL B/A.2 PROVIDE 4'-0" TOTAL DISTANCE FROM BACK OF FURRING WALL TO FACE OF MENU BOARD ADDITIONAL REFLECTED CEILING PLAN NOTES: 1. PLACEMENT OF LIGHT FIXTURES SHALL BE SET AS DIMENSIONED AND AS SCHEDULED. 2. LIGHT FIXTURES SHALL BE SUPPLIED AS SCHEDULED WITH NO EXCEPTIONS. COORDINATE ALL FIXTURES WITH ELECTRICAL PLANS. 3. PROVIDE A MIN. OF 6" BATT INSULATION ABOVE ALL SCHEDULED CEILING SYSTEMS. 4. EXIT SIGNS SHALL BE CONNECTED TO AN EMERGENCY ELECTRICAL SYSTEM PROVIDED FROM STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR SET, AND THE SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE ELECTRICAL CODE. 5. ALL LIGHT FIXTURES SHALL BE CONTAIN ALL APPLICABLE CHICAGO RATINGS. REFER TO PLAN ail-- FLAT PANEL DISPLAY (SIZE VARIES), CONTRACTOR TO COORDINATE SIZE AND TYPE OF DISPLAY WITH OWNER FLAT PANEL DISPLAY WALL MOUNT BRACKET, CONTRACTOR TO COORDINATE TYPE WITH OWNER AND DISPLAY MANUFACTURER REQUIREMENTS PRIOR TO INSTALLATION 5/8" FIRE RATED PLYWOOD BACKING INSTALLED FROM FROM FLOOR TO CEILING AT THE MOUNTING BRACKET LOCATION 25 GA METAL STUDS (DIETRICH, ICC ESR NO. 2457) WALL MOUNT BRACKET SCALE: 1" = 1'-0" C 0 EF EkISTING // E C 0 /iiiil/ WOMEN'S 111 EXISTING CIELING i(iiu�i ilii/ LA EF • ISTING MEN'S 110 EXISTING CIELING PREP 106 A2 //////// X C 0 C 0 C 0 ///////////////////11111"13//////////////////////////// AT 8'-6" A.F.F., REFER DETAIL 2/EQ.1.1 VINYL COVERED 2x4 LAY -IN CEILING VINYL COVERED 2x4 LAY -IN CEILING AT 9'-0" A.F.F., REFER DETAIL 2/EQ.1.1 PLAN NORTH TRUE NORTH 4'-0" MENU BOARD A SALES 104 MENU BOARD ELEVATION EQ. EQ. z /2/ /4'-0"\XTO MENU BOARD / 18"/1 A PROVIDE 2 EQUAL CEILING TILE PANELS AT BACK OF SOFFIT TO PROVIDE 4'-0" DISTANCE TO MENU BOARD / EM SALES 104 O 0 x MENU BOARD PLAN FSCALE: N.T.S. REVIEWED FOR CODE COMPLIANCE APPROVED NOV 21 2013 of TuloNila B�UILDINQ DIVISION RECEIVED CITY OF TUKWILA SEP 1 6 2013 PERMIT CENTER REGISTERED AR RODERICK A. BUTLER STATE OF WASHINGTON N 3 ARCHITECTS [lc 3218 EASTLAKE AVE. EAST SUITE 1B SEATTLE . WA . 98102 206.402.5 783 info@ n3arch itects.com Project WINGSTOP 17410 SOUTHCENTER PARKWAY TUKWILA, WA 98188 Sheet Title REFECTED CEILING PLAN DRAWINGS, SPECIFICATIONS AND OTHER VISUAL MATERIALS, AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF THE ARCHITECT WHETHERTHE PROJECT FOR WHICH THEY ARE MADE BE EXECUTED OR NOT. THE ARCHITECT RETAINS ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Revisions Date Scale 9/14/13 1 /4" = 1 '-0" Project No. Sheet No. N 3 ARCHITECTS, LLC COPYRIGHT 2013 A.2 W w o COOLER W r [ 108 LL J C 0 C 0 ///////////////////11111"13//////////////////////////// AT 8'-6" A.F.F., REFER DETAIL 2/EQ.1.1 VINYL COVERED 2x4 LAY -IN CEILING VINYL COVERED 2x4 LAY -IN CEILING AT 9'-0" A.F.F., REFER DETAIL 2/EQ.1.1 PLAN NORTH TRUE NORTH 4'-0" MENU BOARD A SALES 104 MENU BOARD ELEVATION EQ. EQ. z /2/ /4'-0"\XTO MENU BOARD / 18"/1 A PROVIDE 2 EQUAL CEILING TILE PANELS AT BACK OF SOFFIT TO PROVIDE 4'-0" DISTANCE TO MENU BOARD / EM SALES 104 O 0 x MENU BOARD PLAN FSCALE: N.T.S. REVIEWED FOR CODE COMPLIANCE APPROVED NOV 21 2013 of TuloNila B�UILDINQ DIVISION RECEIVED CITY OF TUKWILA SEP 1 6 2013 PERMIT CENTER REGISTERED AR RODERICK A. BUTLER STATE OF WASHINGTON N 3 ARCHITECTS [lc 3218 EASTLAKE AVE. EAST SUITE 1B SEATTLE . WA . 98102 206.402.5 783 info@ n3arch itects.com Project WINGSTOP 17410 SOUTHCENTER PARKWAY TUKWILA, WA 98188 Sheet Title REFECTED CEILING PLAN DRAWINGS, SPECIFICATIONS AND OTHER VISUAL MATERIALS, AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF THE ARCHITECT WHETHERTHE PROJECT FOR WHICH THEY ARE MADE BE EXECUTED OR NOT. THE ARCHITECT RETAINS ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Revisions Date Scale 9/14/13 1 /4" = 1 '-0" Project No. Sheet No. N 3 ARCHITECTS, LLC COPYRIGHT 2013 A.2 EQUIP COVER HOOD EXTEND NEW ROOFING OVER CURB TOP METAL OR WD. EQUIP CURB EXIST ROOFING N3A/ Projects/VVingStop Tukwila/WINGSTOP-V 1 EQUIP CURB 'rK6rkF..;l/rA '?`f;Fwf'Hof*N�r3i�4�w.F,i".T.i?r"�,s�§:_ -1-r II II II II ROOF ACCESS HATCH II II II I II II II II II 11 I II II II II II II II ,I LJ.] 11 Z II t/) II < H II II II II II 1 II 1 II I II 1 II I 11 1 II II II I II II II IL. EXISTING ROOFTOP UNIT EXISTING ROOFTOP UNIT GAS LINE 00 ROOF VENTS EXHAUST VENT LU ZI I JI VI I MUA-1 C RTU -1 GAS LINE D E A/C. UNIT SPRINT 0 WINGSTOP ROOFTOP 1 0 0 I L r5- 2M3 PLAN NORTH REVIEWED FOR CODACOMPLIANCE PPROVED NOV 21 2013 city ofTukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA. SEP 1 6 2013 PERMIT CENTER QROD8RIC9f A. BUTLER SI ATE OF WASH1NGtONi N 3 ARCHITECTS LLC 3218 EASTLAKE AVE. EAST SUITE 1B SEATTLE . WA . 98102 206.402.5 783 info@n3architects.com Project WINGSTOP 17410 SOUTHCENTER PARKWAY TUKWILA, WA 98188 Sheet Title ROOF PLAN DRAWINGS, SPECIFICATIONS AND OTHER VISUAL MATERIALS, AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF THE ARCHITECT WHETHERTHE PROJECT FOR WHICH THEY ARE MADE BE EXECUTED OR NOT. THE ARCHITECT RETAINS ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Revisions Date Scale 9/14/13 3" = 11-0°, 1/4" = 11-0° Project No. Sheet No. N 3 ARCHITECTS, LLC COPYRIGHT 2013 A.2.1 / N3A/ Projects/VVingStop Tukwila/WNGSTOP-V.2 EXHAUST FAN P2 P2 W6 P3 C1 P5 AVERAGE EXISTING DECK HEIGHT CO z CEILING @ SE 0 (V ORDER 101 W10 P4 INTERIOR ELEVATION SCALE: 1/4" =11-0" C1 W6 z 0 ce u_ Lu a' '0 V (1) z F5 P4 _ TAPE, BED, AND FLOAT TO CREATE A SMOOTH WALL SURFACE W7 W6 C1 z CEILING © SE (V 18'-0" (AVERAGE EXISTING DECK HEIGHT) P3 P2 P1 P5 STING STOREFRONT • • • SEATING •' 102 RTS MENU BOARD BEYOND • r 11 I[ IF5I I 1P4I J 9 W10 P4 INTERIOR ELEVATION SCALE: 1/4" = 1-0 d -J W LL 8'-8112" (FIELD VERIFY) F2 INTERIOR ELEVATION @SALES SCALE: 1/4" = 1'-0" E/A.5 RTU #2 RTU #1 EXHAUST FAN if MUA • 1 111111111111111111111111111111111111 mmm_I■III PROVIDE CLEAR SILICONE CAULKING BETWEEN METAL WALL PANELS & PAINTED SURFACES, TYP. INTERIOR ELEVATION SCALE: 1/4" = 1'-0" 1W61 P3 r TV INSTALL 5/8" PLYWOOD BACKING, FLOOR TO CEILING, AT ALL SCEDULED WALL MOUNTED EQUIPMENT AREAS W7 P2 P2 W6 -3— MUA EXHAUST FAN P3 W7 P6 PROVIDE PAINTED (P4) 1" LATTICE WOOD TRIM AT OUTER PERIMETER OR MURAL AFTER INSTALLATION DINING 102 10'-0" W10 ' F5 W9 P4 I P4 0INTERIOR ELEVATION DSCALE: 1/4" =1'-0" MENS TOILET ROOM 110 C") ❑ A WALL PREP. FOR MURAL: TAPE, BED, AND FLOAT TO CREATE ASMOOTH WALL SURFACE P4 P4 NOTE: CONTRACTOR SHALL FIELD VERIFY DIMENSIONS FOR WALL MURAL AREA AND NOTIFY WINGSTOP RESTAURANTS, INC. PRIOR TO ORDERING WOMENS TOILET ROOM 111 8" GRAB BAf 1'- 42" GRAB BAR E 611Th � !?is M WOMENS TOILET ROOM 111 PAPER TOWELS WASTE W9 RTU #1 Nor C2 ---RTU #2 HALLWAY 103 PROVIDE CLEAR SILICONE CAULKING BETWEEN METAL WALL PANELS & PAINTED SURFACES, TYP. 1'-7" INSULATED PIPES A '' B 0INTERIOR ELEVATION @ TOILET ROOMS F SCALE: 1/4" = 1'-0" 1'-73 INSULATED PIPES 2_9 S C2 W6 P2 P4 39" TO 41" MAX. EXISTING STOREFRONT 0) 12'-0" (SUSPENDED CEILING HEIGHT) REVIEWED FOR CODE COMPLIANCE APPROVED NOV 21 2013 City of 'Falai BUILDING DIVISION W4 54" MIN. 4 " MIN 12' 2 1- M 112" MAX. MAX. 18'-0" (AVERAGE EXISTING DECK HEIGHT) 42" LONG GRAB BAR (SIDE) 12" HOLD FROM REAR WALL CORNERS TOILET PAPER DISPENSER MAX. 3'-0" FROM REAR WALL 18" LONG VERTICAL GRAB BAR 36" LONG GRAB BAR F3 v v TOILET PAPER DISPENSER MAX. 3'-0" FROM REAR WALL Q TOILET ROOM DETAILS SCALE: 1/2" = 1'-0" RECEIVED CITY OF TUKWILA SEP 1 6 2013 PERMIT CENTER 7215 REGISTERED 1 ARCHITE RODERICK A. BUTLER STATE OF WASHINGTON N 3 ARCHITECTS ac 3218 EASTLAKE AVE. EAST SUITE 1B SEATTLE . WA . 98102 206.402.5 783 info@n3architects.com Project WINGSTOP 17410 SOUTHCENTER PARKWAY TUKWILA, WA 98188 Sheet Title INTERIOR ELEVATIONS DRAWINGS, SPECIFICATIONS AND OTHER VISUAL MATERIALS, AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF THE ARCHITECT WHETHERTHE PROJECT FOR WHICH THEY ARE MADE BE EXECUTED OR NOT. THE ARCHITECT RETAINS ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Revisions Date Scale 9/1 4/1 3 1/4" = 11-0" Project No. Sheet No. N 3 ARCHITECTS, LLC COPYRIGHT 2013 A..3 < 0 M PAPER TOWELS WASTE W9 RTU #1 Nor C2 ---RTU #2 HALLWAY 103 PROVIDE CLEAR SILICONE CAULKING BETWEEN METAL WALL PANELS & PAINTED SURFACES, TYP. 1'-7" INSULATED PIPES A '' B 0INTERIOR ELEVATION @ TOILET ROOMS F SCALE: 1/4" = 1'-0" 1'-73 INSULATED PIPES 2_9 S C2 W6 P2 P4 39" TO 41" MAX. EXISTING STOREFRONT 0) 12'-0" (SUSPENDED CEILING HEIGHT) REVIEWED FOR CODE COMPLIANCE APPROVED NOV 21 2013 City of 'Falai BUILDING DIVISION W4 54" MIN. 4 " MIN 12' 2 1- M 112" MAX. MAX. 18'-0" (AVERAGE EXISTING DECK HEIGHT) 42" LONG GRAB BAR (SIDE) 12" HOLD FROM REAR WALL CORNERS TOILET PAPER DISPENSER MAX. 3'-0" FROM REAR WALL 18" LONG VERTICAL GRAB BAR 36" LONG GRAB BAR F3 v v TOILET PAPER DISPENSER MAX. 3'-0" FROM REAR WALL Q TOILET ROOM DETAILS SCALE: 1/2" = 1'-0" RECEIVED CITY OF TUKWILA SEP 1 6 2013 PERMIT CENTER 7215 REGISTERED 1 ARCHITE RODERICK A. BUTLER STATE OF WASHINGTON N 3 ARCHITECTS ac 3218 EASTLAKE AVE. EAST SUITE 1B SEATTLE . WA . 98102 206.402.5 783 info@n3architects.com Project WINGSTOP 17410 SOUTHCENTER PARKWAY TUKWILA, WA 98188 Sheet Title INTERIOR ELEVATIONS DRAWINGS, SPECIFICATIONS AND OTHER VISUAL MATERIALS, AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF THE ARCHITECT WHETHERTHE PROJECT FOR WHICH THEY ARE MADE BE EXECUTED OR NOT. THE ARCHITECT RETAINS ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Revisions Date Scale 9/1 4/1 3 1/4" = 11-0" Project No. Sheet No. N 3 ARCHITECTS, LLC COPYRIGHT 2013 A..3 N3A/ Projects/WngStop Tukwila/WINGSTOP-V C2 TOILET ACCESSORIES. 1. GRAB BARS: STAINLESS STEEL EXPOSED MOUNTED 1-1/2"x 36" BOBRICK NO. B -6806x36 EQUIPMENT NO. 62 2. GRAB BARS: STAINLESS STEEL EXPOSED MOUNTED 1-1/2"x 42" BOBRICK NO. B -6806x42 EQUIPMENT NO. 63 3. TOILET PAPER DISPENSER SUPPLIED BY EQUIPMENT VENDOR EQUIPMENT NO. 64 4. CHANNEL FRAMED MIRROR 1-1 /2"x 24"X36" STAINLESS STEEL FRAME BOBRICK NO. B-165 2436. EQUIPMENT NO. 61 5. LIQUID SOAP DISPENSER SUPPLIED BY EQUIPMENT VENDOR EQUIPMENT NO. 59 6. SANITARY NAPKIN RECEPTACLE SUPPLIED BY EQUIPMENT VENDOR EQUIPMENT NO. 30 7. PAPER TOWEL DISPENSER SUPPLIED BY EQUIPMENT VENDOR EQUIPMENT NO. 60 NOTES: A. ALL ACCESSORIES SHALL BE INSTALLED IN ACCORDANCE W/ ALL FEDERAL A.D.A. LOCAL & STATE ACCESSIBILITY STANDARDS & GUIDELINES LATEST ISSUE. B. ALL ACCESSORIES SHALL BE INSTALLED BY THE GENERAL CONTRACTOR. W6 F7;27 18" LONG VERTICAL GRAB BAR 42" LONG GRAB BAR (SIDE) 12" HOLD FROM REAR WALL CORNERS P4 PROVIDE TOILET LEVER CONTROL AT APPROACH (LAV.) SIDE OF FIXTURE PAPER TOWEL DISPENSER (FRONT VIEW) — 6" MAX. 36" LONG GRAB — BAR TOILET PAPER DISP. MAX. 3'-0" FROM REAR WALL W4 18" HOLD. T CAD 0 I) HARDWARE SCHEDULE HARDWARE SET DESCRIPTION QTY. 1 PUSH/PULL (EXISTING) THRESHOLD (EXISTING) OFFSET PIVOT HINGES (EXISTING) CYLINDER LOCK (EXISTING) SIGN: "THIS DOORS TO REMAIN UNLOCKED WHILE BUILDING IS OCCUPIED" WEATHERPROOFING (EXISTING) CLOSER (EXISTING) PANIC HARDWARE (EXISTING) 1 EA. 1 EA 1 SET 1 EA 1 SET 1 EA. 1 EA. RATING 2 NOT USED 6'-0" x 7'-0" x 1 3/4" 3 HINGES (EXISTING) LOCKSET W/ LEVER HAND (EXISTING) DEADBOLT (EXISTING) CLOSER (EXISTING) THRESHOLD X OPENING WIDTH (EXISTING) SWEEP (EXISTING) WEATHER-STRIP (EXISTING) SILENCERS (EXISTING) EXTERIOR STRIKE GUARD PLATE (EXISTING) PANIC DOOR HARDWARE (EXISTING) 1 PR 1 EA 1 EA 1 EA 1 EA 1 EA 1 EA 1 EA 1 EA 1 EA FIELD VERIFY EXISTING CONDITIONS 4 HINGES LOCKSET LEVER HANDSET CLOSER WALLSTOP THRESHOLD (BULL NOSE TILE) SIGN: "THIS DOOR TO REMAIN UNLOCKED WHILE BUILDING IS OCCUPIED" SILENCERS 1 SET 1 EA 1 EA 1 EA 1 EA 1 EA 1 EA 2 5 HINGES THRESHOLD (BULL NOSE TILE) PRIVACY LOCK SET LEVER CLOSER WALLSTOP SIGN "MEN" / "WOMEN" (DECOR BY OWNER) ACCESSIBLE SIGN "MEN" / "WOMEN" (BY CONTRACTOR) 1 SET 1 EA 1 EA 1 EA 1 EA 1 EA - FINISH CEILING II RESTROOM ELEVATION • 18" HOLD. ADDITIONAL HARDWARE NOTES: 1. ALL HARDWARE NEW AND EXISTING SHALL BE IN ACCORDANCE WITH LOCAL, STATE ACCESSIBILITY STANDARDS, AND AMERICANS WITH DISABILITY STANDARDS. A LOCKING DEVICES FROM THE EGRESS SIDE SHALL BE READILY DISTINGUISHABLE AS LOCKED. B. THE USE OF THE KEY -OPERATED LOCKING DEVICE IS REVOCABLE BY THE BUILDING OFFICIAL FOR DUE CAUSE. C. EGRESS DOORS TO BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR ANY REQUIRED SPECIAL KNOWLEDGE OR EFFORT. D. ALL DOOR HARDWARE AND ACCESSORIES SHALL CONSIST OF A COMMERCIAL GRADE BRUSHED ALUMINUM FINISH. MIRROR UNIT (24"X36") FAUCET, LEVER OPERATED (HOT & COLD) 7_ LIQUID SOAP DISPENSER oc Eis b Z" 1 z INSULATE ALL WATER & DRAIN PIPES FINISH FLOOR SCALE: 1/2" =1'-0" ADDITIONAL RESTROOM ELEVATION NOTES: 1. TOILET ROOM FLOORS SHALL HAVE A SMOOTH, HARD NONABSORBENT SURFACE SUCH AS PORTLAND CEMENT, CERAMIC TILE OR OTHER APPROVED MATERIAL THAT EXTENDS UPWARD ONTO THE WALLS AT LEAST 6". 2. WALLS WITHIN 2 FEET (610 MM) OF THE FRONT AND SIDES OF URINALS AND WATER CLOSET SHALL HAVE A SMOOTH, HARD NONABSORBENT SURFACE OF PORTLAND CEMENT, CONCRETE, CERAMIC TILE OR OTHER SMOOTH, HARD NONABSORBENT SURFACE TO A HEIGHT OF 4 FEET (1219 MM), AND EXCEPT FOR STRUCTURAL ELEMENTS, THE MATERIALS USED IN SUCH WALLS SHALL BE OF ATYPE THAT IS NOT ADVERSELY AFFECTED BY MOISTURE. 3. SWITCHES IN THE RESTROOM AREAS ONLY SHALL BE MOUNTED AT 3'-6" A.F.F. MAX HEIGHT TO THE CENTER OF THE SWITCH PLATE. C2 P4 39" TO 41" MAX. W4 54" MIN. 4Y" MIN 12" F3 2 12" MAX. 42" LONG GRAB BAR (SIDE) 12" HOLD FROM REAR WALL CORNERS TOILET PAPER DISPENSER MAX. 3'-0" FROM REAR WALL 18" LONG VERTICAL GRAB BAR 36" LONG GRAB BAR MAX. TOILET PAPER DISPENSER MAX. 3'-0" FROM REAR WALL RESTROOM ELEVATION SCALE: 1/2" = 1'-0" 8" (TO EDGE) BLUE -Sir / WHITE LEVER HANDLE MEN .r. 301M1N.44, MAX 60" LTO CENTER) NOTES: 1. SIGNS SHALL BE 1/4" THICK MINMUM. 2. CENTER SIGNS AT THE DOOR A HEIGHT OF 5'-0". 3. SIGNS SHALL BE DISTINCTLY FROM DOOR IN COLOR AND CONTRAST. 4. ALL SIGNAGE SHALL CONFORM WITH ADA ACCESSIBILITY GUIDELINES, INCLUDING BUT NOT LIMITED TO PROPORTION, COLOR, CONTRAST AND RELIEF AND GRADE 2 BRAILLE REQUIREMENTS. MEN • •• • • • • ••• ACCESSIBILITY SIGN: AVAILABLE AT BEST SIGNAGE.COM MODEL NO: MEN'S / WOMEN'S - SKU NO. PAD207 COLOR: BLU E ACCESSIBLE SIGNAGE (:D SCALE: N.T.S. ADDITIONAL QUARRY TILE FINISH NOTES: 1. INSTALL QUARRY TILE PRIOR TO COOLER PLACEMENT. 2. EDGE PROFILE AT QUARRY TILE, REFER TO DETAIL F ON SHEET A.1.1. DOOR SCHEDULE MARK SIZE QTY. DESCRIPTION FRAME NOTES RATING HARDWARE 1 6'-0" x 7'-0" x 1 3/4" 1 EXISTING ALUMINUM / GLASS STOREFRONT DOOR ALUM. FIELD VERIFY EXISTING CONDITIONS N/A NUMBER 1 M1) SOLID SURFACE COUNTER TOP- MEGANITE, #728, COLOR: FOREST GRANITE - GLOSS FINISH M2) CREDIT CARD WINDOW VINYL M3) WINGSTOP LOGO WINDOW VINYL M4) 3/4" X 1/8" ALUMINUM TRIM AT FACE OF SALES COUNTER AND SELF SERVE AREAS AT PANEL TRANSITIONS M5)3/4" X 3/4" X 1/8" ALUMINUM ANGLE TRIM AT CORNERS AND BOTTOM PORTION OF SALES COUNTER 2 NOT USED - - - W6, W9, W10 - - C1 3 3'-0" x 7'-0" x 1 3/4" 1 EXISTING 18 GA. HOLLOW METAL (PAINTED) METAL FIELD VERIFY EXISTING CONDITIONS N/A NUMBER 3 W6, W9, W10 4 3'-0" x 7'-0" x 1 3/4" 1 NEW SOLID CORE WOOD (PAINT GRADE) METAL KNOCK -DOWN 'READY' FRAME N/A NUMBER 4 PAINTED P4 ON SEATING SIDE 5 3'-0" x 7'-0" x 1 3/4" 2 NEW SOLID CORE WOOD (PAINT GRADE) METAL KNOCK -DOWN 'READY' FRAME N/A NUMBER 5 PAINTED P4 ON PASSAGE SIDE W2 C2 REFER TO SHEET A.3 FOR WALL TILE LOCATION 105 COOKING F2 F2 ADDITIONAL DOOR REQUIREMENTS: INDICATING "THIS DOOR TO REMIN UNLOCKED DURING BUSINESS HOURS". FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR ANY REQUIRED SPECIAL KNOWLEDGE OR EFFORT. COMPLY WITH ALL CURRENT BUILDING CODE REQUIREMENTS. 1. ALL EGRESS DOORS SHALL HAVE A SIGN 2. EGRESS DOORS TO BE READILY OPENABLE 3. THE PRIMARY BUILDING ENTRANCES SHALL ROOM FINISH SCHEDULE ROOM # ROOM NAME FLOOR BASE WALLS CEILING REMARKS DAL -TILE SERVICE CENTER / 1-800-933-8453 GROUT FOR WI1 IS LATICRETE INTERNATIONAL NO. 23, ANTIQUE WHITE. WOOD BASE TRIM LIGHTLY SAND W/ 220 GRIT SANDPAPER & PAINT W/ SHERWIN WILLIAMS SW 6440 FRP C1) 2x2 LAY -IN CEILING TILES W/ PRELUDE GRID SYSTEM- FINE FISSURED #1728 COLOR: WHITE PAINT EACH 2x2 CEILING TILE INDIVIDUALLY (P5) C2) 2x4 LAY -IN CEILING TILES W/ PRELUDE PLUS GRID SYSTEM- CLEAN ROOM VL #870, COLOR: WHITE C3) NOT USED MARILITE / 330-343-6621 FRP SHALL BE PROVIDED ON ALL WALLS AT FULL HEIGHT IN THE SALES, COOKING, PREPERATION, SKULLERY AREAS. (ALSO IN OFFICE AREA IF APPLICABLE) & JANITOR AREAS. (ALSO IN OFFICEAREAIFAPPLICABLE) PLASTIC LAMINATE NORTH SOUTH EAST WEST WINGSTOPRESTAURANTS, INC. 972-686-65000//TOODDDDBRI, THE WALL MURAL SHALL BE SUPPLIED BY THE OWNER AS PART OF THE DECOR PACKAGE. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS FOR WALL MURAL AREA & PROVIDE RTO ORDERINPG. RESTAURANTS, INC. PRIOR TO ORDERING. CORRUGATED METAL PANELS M1) SOLID SURFACE COUNTER TOP- MEGANITE, #728, COLOR: FOREST GRANITE - GLOSS FINISH M2) CREDIT CARD WINDOW VINYL M3) WINGSTOP LOGO WINDOW VINYL M4) 3/4" X 1/8" ALUMINUM TRIM AT FACE OF SALES COUNTER AND SELF SERVE AREAS AT PANEL TRANSITIONS M5)3/4" X 3/4" X 1/8" ALUMINUM ANGLE TRIM AT CORNERS AND BOTTOM PORTION OF SALES COUNTER 101 ORDER F1 F5 ARMSTRONG PRODUCTS / 877-276-7876 PAINT W6, W9, W10 W3 _ C1 - 102 SEATING F1 F5 W5, W6, W7, W9, W10 W6, W9, W10 W6, W9, W10 C1 - 103 HALLWAY F1 F5 W6, W9, W10 W6, W9, W10 C1 - 104 SALES F2 F2 W11 W2 W2 C2 REFER TO SHEET A.3 FOR WALL TILE LOCATION 105 COOKING F2 F2 W2 W2, W8 C2 - 106 PREP F2 F2 W2 W2 C2 - 107 JANITOR F2 F2 W2 W2 W2 C2 - 108 WALK-IN COOLER F2 F2 REFER TO WALK-IN SPECIFICATIONS ON SHEET EQ.1 C2 EXTERIOR WALLS HAVE F2 AS BASE 109 WALK-IN FREEZER - - REFER TO WALK-IN SPECIFICATIONS ON SHEET EQ.1 C2 EXTERIOR WALLS HAVE F2 AS BASE 110 MEN F3 F3 W4, W6 W4, W6 W4, W6 W4, W6 C2 - 111 WOMEN F3 F3 W4, W6 W4, W6 W4, W6 W4, W6 C2 - ADDITIONAL ROOM FINISH SCHEDULE NOTES: FINISH NOTES. Ifwb ....-21 S FINISH MATERIAL LOCATIONS. _ 1. REFER TO SHEET A2 FOR CEILING HEIGHTS.4).2 2. REFER TO SHEET A1.1 FOR ADDITIONAL FLOOR 3. REFER TO SHEETS A.3 AND EQ.2 FOR PAINT AND 4. ALL REFERENCES ARE PLAN NORTH. • FINISH TYPES MATERIAL INFORMATION FLOORS FLOOR DYE F1) EXISTING CONCRETE SLAB SCORED AND DYED: COLOR: DRIFTWOOD #1395 F2) 6x6 QUARRY TILE (HARD, SMOOTH, NON ABSORBENT) SANITARY BASE, #0Q40, RED BLAZE F3) 6x6 QUARRY TILE (HARD, SMOOTH, NON ABSORBENT) SANITARY BASE, #0T03, COLOR ASHEN GRAY F4) 6x12 TILE COVE BASE, #P-36C9TB, COLOR BLACK #B901 F5) 1x4 WOOD BASE WALLS SCOFIELD CONCRETE PRODUCTS/ 1-800-800-9900 FORMULA ONE LIQUID DYE CONCENTRATE SEALED WITH FINISH HARDNER: FORMULA ONE LITHIUM DENSIFIER. A CERTIFIED SCOFIELD INSTALLER IS RECOMMENDED, CONTACT CUSTOMER SERVICE FOR LOCAL INSTALLER a THE NUMBER SPECIFIED ABOVE REFER TO THE ADDITIONAL CONCRETE FLOOR FINISH NOTES. QUARRY TILE &TILE COVE BASE W1) NOT USED W2) F.R.P. (FIBERGLASS REINFORCED PANELING) PEBBLED FINISH - #P199, COLOR: WHITE W3) PLASTIC LAMINATE, MATTE SURFACE- #ES2003T, COLOR: SIENNA ESSENCE W4) F.R.P. (FIBERGLASS REINFORCED PANELING) PEBBLED FINISH - #P106, COLOR: BEIGE W5) CUSTOM WALL MURAL, SIZE VARIES PER LOCATION. W6) WALL SURFACE FINISH- LEVEL 02 TEXTURED FINISH: ORANGE PEEUKNOCK DOWN W7) WALL SURFACE FINISH- LEVEL 05 SMOOTH FINISH: SMOOTH SURFACE W/ NO TEXTURE W8) STAINLESS STEEL WALL PANEL- CUSTOM PANEL: SMOOTH SURFACE, REFER TO SHEET EQ.2 FOR LOCATION W9) CORRUGATED METAL 1 1/4" X 5/8" PANEL PROFILE W10) 1x WOOD CAP & CHAIR RAIL: CUSTOM W11) 1x1 WALL TILE / 1'-0" X 1'-0" SHEETS / KEYSTONES #DK05, COLOR: FOREST BLEND CEILING DAL -TILE SERVICE CENTER / 1-800-933-8453 ALL QUARRY TILE FLOORING: MATCHING INTEGRAL COVE BASE WITH A3/8" RADIUS, THE FINISH SHALL BE SMOOTH, HARD NON-ABSORBENT WITH BLACK GROUT. WALL TILE DAL -TILE SERVICE CENTER / 1-800-933-8453 GROUT FOR WI1 IS LATICRETE INTERNATIONAL NO. 23, ANTIQUE WHITE. WOOD BASE TRIM LIGHTLY SAND W/ 220 GRIT SANDPAPER & PAINT W/ SHERWIN WILLIAMS SW 6440 FRP C1) 2x2 LAY -IN CEILING TILES W/ PRELUDE GRID SYSTEM- FINE FISSURED #1728 COLOR: WHITE PAINT EACH 2x2 CEILING TILE INDIVIDUALLY (P5) C2) 2x4 LAY -IN CEILING TILES W/ PRELUDE PLUS GRID SYSTEM- CLEAN ROOM VL #870, COLOR: WHITE C3) NOT USED MARILITE / 330-343-6621 FRP SHALL BE PROVIDED ON ALL WALLS AT FULL HEIGHT IN THE SALES, COOKING, PREPERATION, SKULLERY AREAS. (ALSO IN OFFICE AREA IF APPLICABLE) & JANITOR AREAS. (ALSO IN OFFICEAREAIFAPPLICABLE) PLASTIC LAMINATE PAINT SCHEDULE FOR REVIEWED P1) COLOR: CAMELBACK, COLOR NO: 6122, SEMI -GLOSS FINISH REVIEWED P2) COLOR: WINGSTOP BRICK RED, COLOR NO: CUSTOM, SEMI -GLOSS FINISH CODE COMPLIANCE APPROVED P3) COLOR: BELIEVABLE BUFF, COLOR NO: SW 6120, SEMI -GLOSS FINISH P4) COLOR: COURTYARD GREEN, COLOR NO: SW 6440, SEMI -GLOSS FINISH NOV 21 2013 P5) COLOR: CYBERSPACE, COLOR NO: SW 7076, SEMI -GLOSS FINISH P6) COLOR: GLOSS WHITE, COLOR NO: N/A, SEMI -GLOSS FINISH City of Tukwila MISCELLANEOUS BUILDING DIVISION NEVAMAR PRODUCTS / 972-655-9956 WINDOW FILM 3M PRODUCTS / 1-888-364-3577 WALL MURAL CUSTOM VINYL WINGSTOPRESTAURANTS, INC. 972-686-65000//TOODDDDBRI, THE WALL MURAL SHALL BE SUPPLIED BY THE OWNER AS PART OF THE DECOR PACKAGE. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS FOR WALL MURAL AREA & PROVIDE RTO ORDERINPG. RESTAURANTS, INC. PRIOR TO ORDERING. CORRUGATED METAL PANELS M1) SOLID SURFACE COUNTER TOP- MEGANITE, #728, COLOR: FOREST GRANITE - GLOSS FINISH M2) CREDIT CARD WINDOW VINYL M3) WINGSTOP LOGO WINDOW VINYL M4) 3/4" X 1/8" ALUMINUM TRIM AT FACE OF SALES COUNTER AND SELF SERVE AREAS AT PANEL TRANSITIONS M5)3/4" X 3/4" X 1/8" ALUMINUM ANGLE TRIM AT CORNERS AND BOTTOM PORTION OF SALES COUNTER ADDITIONAL MATERIAL FINISH NOTES: 1. ALL FINISH MATERIALS COMPLY WITH THE FLAME SPREAD CLASSIFICATION RATING AS SPECIFIED IN THE BUILDING CODES INDICATED ON THE COVER SHEET, SHHET CS CORRUGATED METAL BRAND / 215-860-3600 CEILING TILE *ADDITIONAL CONCRETE FLOOR FINISH NOTES: ARMSTRONG PRODUCTS / 877-276-7876 PAINT 1. THE GENERAL CONTRACTOR SHALL INSPECT THE EXISTING FLOOR PRIOR TO ANY INSTALLATION PROCEDURES AND NOTIFY WINGSTOP OF ANY SERIOUS DEFECTS WITH THE EXISTING FLOOR THAT WOULD WARRANT THE INSTALLATION OF A FLOOR LEVELING COMPOUND. THE LEVELING COMPOUND SHALL BE NOTED AS AN ALTERNATE BID TO THE CONSTRUCITON CONTRACT. 2. MECHANICALLY SHOTBLAST FLOOR, GRIND EDGES, PREP AND INSTALL EPDXY BROADCAST PRIMER. 3. MECHANICALLY GRIND FLOOR AND EDGES WITH 50 -HYBRID DIAMONDS TO BEGIN PROCESS OF PROFILING THE CONCRETE. 4. CLEAN AND PATCH FLOOR. 5. MECHANICALLY GRIND FLOOR AND EDGES WITH 100 -HYBRID DIAMONDS TO BEGIN PROCESS OF PROFILING THE CONCRETE. 6. MASK OFF WALLS AND APPLY SCOFIELD FORMULA ONE LIQUID DYE CONCENTRATE TO FLOOR. 7. APPLY SCOFIELD FORMULA ONE LITHIUM DENSIFIER TO FLOOR. 8, MECHANICALLY GRIND FLOOR AND EDGES WITH 400/800 HYBRID DIAMONDS TO BEGIN PROCESS OF POLISHING THE CONCRETE. 9. APPLY (1) ONE COAT OF SCOFIELD CONCRETE GUARD, BURNISH FLOOR WITH 1500 GRIT DIAMOND PADS. 10. APPLY SECOND COAT OF SCOFIELD FORMULA ONE GUARD AND BURNISH WITH 3000 DIAMOND PADS. SHERWIN WILLIAMS / 214-728-6696 REFER TO SHEET A.3 FOR LOCATIONS SOLID SURFACE COUNTER TOP MEGANITE / 972-697-7623 RECEIVED CITY OF TUKWILA SEP 1 6 2013 PERMIT CENTER REGISTERED IT RODERICIt A. BUIL€A S TATE t1F INANI-m3fo1 N 3 ARCHITECTS ac 3218 EASTLAKE AVE. EAST SUITE 1B SEATTLE . WA . 98102 206.402.5 783 info@n3architects.com Project WINGSTOP 17410 SOUTHCENTER PARKWAY TUKWILA, WA 98188 Sheet Title FINISH, DOOR, & HARDWARE SCHEDULES DRAWINGS, SPECIFICATIONS AND OTHER VISUAL MATERIALS, AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF THE ARCHITECT WHETHERTHE PROJECT FOR WHICH THEY ARE MADE BE EXECUTED OR NOT. THE ARCHITECT RETAINS ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Revisions Date Scale 9/14/13 1/4" = 11-0" Project No. Sheet No. N 3 ARCHITECTS, LLC COPYRIGHT 2013 A.4 N3A/ ProjectsngStop Tukwila/WINGSTOP-V.2 2'-O" ACCESSIBILITY AREA: 3/4" SOLID SURFACE MATERIAL AT TOP AND SIDES, REFER TO DETAILS B AND C/A.5 71_21/2" O CN C) 0 O( //%I/tel 2"x2" LATTICE @ EDGE OF FRP (TYP.) (PAINTED P-1) SCHEDULED WALL PARTITION, REFER WALL TYPES SHEET A.1 STAINLESS STEEL SUPPORT LEG (TYP. AS SHOWN) SET AND ANCHOR AFTER EQUIP. INSTALLATION, REFER DETAIL D/A5 (1) 2" DIA. CUT-OUT FOR DATAAND ELECTRICAL iliiSCHEDULED WALL PARTITION, REFER WALL TYPES SHEET A 1 • (//?/ /// 21_8" SALES COUNTER PLAN SCALE: 3/4" = 1'-0" ADDITIONAL FLOOR PLAN NOTES: 1. ALL CORNERS SHALL HAVE A 2" RADIUS, UNLESS NOTED OTHERWISE. 2. FIELD VERIFY KNEEWALL DIMENSIONS PRIOR TO FABRICATION OF COUNTER TOP. 3. ALL EQUIPMENT SCHEDULED TO BE RECESSED, OR AS DROP-IN'S INTO THE COUNTER TOP SHALL BE PROVIDED TO THE MILL WORK SUB -CONTRACTOR. 4. SODA DISPENSER INFORMATION: CONTACT: 1-800-238-3600. 5. FIELD VERIFY LOCATIONS AND REFER TO MANUFACTURER CUT -SHEETS OF ALL EQUIPMENT PRIOR TO ANY CUT-OUTS FOR DATA ELECTRICAL, SODA LINES, RECESSED CUP HOLDERS, OR ANY OTHER APPLICABLE ITEMS. ■ EQ. r EQ. 3/4" X 1/8" ALUMINUM TRIM 3'-5" (ca ORDER AREA 3'-0" CcD ACCESSIBLE AREA REFER TO FINISH SCHEDULE AND SALES COUNTER ELEVATIONS FOR MATERIAL DESCRIPTION 5/8" PLYWOOD BACKING 1 5/8" METAL FURRING CHANNELS @ 16" O.C. i 3 5/8" METAL STUDS @ 16" O.C. 3/4" X 3/4" X 1/8" ALUMINUM ANGLE TRIM @ BOTTOM EDGE 6x12 TILE COVE BASE ON 5/8" GYPSUM BOARD LL SALES COUNTER SECTION (@ ORDER PICK-UP) SCALE: 1 1/2" = 1'-0" 3/4" X 1/8" ALUMINUM TRIM REFER TO FINISH SCHEDULE AND SALES COUNTER ELEVATIONS FOR MATERIAL DESCRIPTION 5/8" PLYWOOD BACKING 1 5/8" METAL FURRING CHANNELS @ 16" O.C. 3 5/8" METAL STUDS @ 16" O.C. 3/4" X 3/4" X 1/8" ALUMINUM ANGLE TRIM @ BOTTOM EDGE 6x12 TILE COVE BASE ON 5/8" GYPSUM BOARD SOLID SURFACE MATERIAL ON TOP AND FACE OF (1) LAYER OF 3/4" PLYWOOD, REFER TO FINISH SCHEDULE 1/2" THICK WALL CLEAT WITH 3/8" X 1 1/2" LAG SCREWS 12" O.C. CONTINUOUS 2x FIRE RESISTANT NAILER 3 5/8", 25 GA. METAL TRACK WITH 3/8" X 2" HILTI HUS -H SCREW ANCHORS @ 12" O.C. (ICC ESR NO. 2369) 1 1/2" X 1 1/2" STAINLESS STEEL SUPPORT SUPPORT LEGS (TYPICAL) F.R.P. (FIBERGLASS REINFORCED PANELING) ON 5/8" GYPSUM BOARD CONTINUOUS DUROCK TO 12" A.F.F. CONTINUOUS CAULKING AT TOP OF BASE 3 5/8", 25 GA. STEEL RUNNER W/ 3/8" X 2" HILTI HUS -H SCREW ANCHORS @ 12" O.C. (ICC ESR NO. 2369) SCHEDULED TILE FLOOR AND BASE REFER TO FINISH SCHEDULE STAINLESS STEEL SQUARE PLATE WITH (4) 3/8"x2" HILTI HUS -H SCREW ANCHORS (ICC ESR NO. 2369) O ORDER ARE • •viii/i/ %ilii/.1 it 4 ..,/ziz/zz iliiiiii/Ii1/2/ i>/iiii>iii> >ii/i/i 2'-8" cSALES COUNTER SECTION (ORDER AREA) SCALE: 1 1/2" = 1'-0" SCALE: 1 1 /2" = 1'-0" 3/4" SOLID SURFACE MATERIAL ON TOP / I M1 I AND FACE ON (1) LAYER OF 3/4" PLYWOOD REFER TO FINISH SCHEDULE ire W3 M4 M4 M5 SALES COUNTER ELEVATION SCALE: 3/4" = 1'-0" NOTE: REFER TO FINISH SCHEDULE, SHEET A.4, FOR TAG DESIGNATIONS F4 PLASTIC LAMINATE ON 5/8" PLYWOOD BACKING 3/4" X 1/8" ALUMINUM TRIM AT FACE OF SALES COUNTER AND SELF SERVE AREAS AT PANEL TRANSITIONS 3/4" X 1/8" ALUMINUM TRIM AT FACE OF SALES COUNTER AND SELF SERVE AREAS AT PANEL TRANSITIONS 3/4" X 3/4" X 1/8" ALUMINUM ANGLE TRIM AT BOTTOM PORTION OF SALES COUNTER 6x12 TILE COVE BASE ON 5/8" GYPSUM BOARD STAINLESS STEEL SQUARE PLATE WELDED TO TOP OF LEG 1 1/2" ROUND STAINLESS STEEL TUBING LEGS STAINLESS STEEL ROUND ADJUSTABLE BULLET FOOT ADDITIONAL NOTES: 1. COORDINATE THE REQUIRED QUANTITY OF THE S.S. LEGS WITH THE SALES COUNTER PLAN. 2. AN ADJUSTABLE BULLET FOOT WITH A FLAT RECTANGULAR PLATE SHALL BE WELDED TO THE BOTTOM OF THE LEG. 3. ANCHOR TO COUNTER TOP AFTER INSTALLATION OF THE EQUIPMENT. SOLID SURFACE MATERIAL ON TOP AND FACE OF (1) LAYER OF 3/4" PLYWOOD, REFER TO FINISH SCHEDULE PLASTIC LATTICE TRIM CONTINUOUS 2x FIRE RESISTANT NAILER F.R.P. (FIBERGLASS REINFORCED PANELING) ON 5/8" GYPSUM BOARD 3 5/8", 25 GA. METAL TRACK WITH 3/8" X 2" 2" HILTI HUS -H SCREW ANCHORS @ 12" O.C. (ICC ESR NO. 2369) SOLID SURFACE MATERIAL ON TOP AND FACE OF (1) LAYER OF 3/4" PLYWOOD, REFER TO FINISH SCHEDULE 1/2" THICK WALL CLEAT WITH 3/8" X 1 1/2" LAG SCREWS @ 12" O.C. 1 1/2" X 1 1/2" STAINLESS STEEL SUPPORT SUPPORT LEGS (TYPICAL) F.R.P. (FIBERGLASS REINFORCED PANELING) ON 5/8" GYPSUM BOARD CONTINUOUS DUROCK TO 12" AF.F. CONTINUOUS CAULKING AT TOP OF BASE 3 5/8", 25 GA. STEEL RUNNER W/ 3/8" X 2" HILTI HUS -H SCREW ANCHORS @ 12" O.C. (ICC ESR NO. 2369) SCHEDULED TILE FLOOR AND BASE REFER TO FINISH SCHEDULE STAINLESS STEEL SQUARE PLATE WITH (4) 3/8" X 2" HILTI HUS -H SCREW ANCHORS (ICC ESR NO. 2369) EQ. EQ. s I W3 ( PLASTIC LAMINATE ON 5/8" PLYWOOD BACKING M1 3/4" SOLID SURFACE MATERIAL ON TOP AND FACE ON (1) LAYER OF 3/4" PLYWOOD REFER TO FINISH SCHEDULE �.n p EQ. .01111 Nal M4 M4 1 W3 M5 SALES COUNTER ELEVATION SCALE: 3/4" = 1'-0" NOTE: REFER TO FINISH SCHEDULE, SHEET A.4, FOR TAG DESIGNATIONS F4 3/4" X 1/8" ALUMINUM TRIM AT FACE OF SALES COUNTER AND SELF SERVE AREAS AT PANEL TRANSITIONS 3/4" X 1/8" ALUMINUM TRIM AT FACE OF SALES COUNTER AND SELF SERVE AREAS AT PANEL TRANSITIONS PLASTIC LAMINATE ON 5/8" PLYWOOD BACKING 3/4" X 3/4" X 1/8" ALUMINUM ANGLE TRIM AT CORNERS AND BOTTOM PORTION OF SALES COUNTER 6x12 TILE COVE BASE ON 5/8" GYPSUM BOARD 2'-8112"AEF. t QRDERA_ REAS REVIEWED FOR CODE COMPLIANCE APPROVED NOV 21 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 1.6 2013 PERMIT CENTER REGISTERED ARCHIT RODERICK A. BUTLER STATE OF WASHINGTON N 3 ARCHITECTS ac 3218 EASTLAKE AVE. EAST SUITE 1B SEATTLE . WA . 98102 206.402.5 783 info@n3architects.com Project WINGSTOP 17410 SOUTHCENTER PARKWAY TUKWILA, WA 98188 Sheet Title SALES COUNTER PLAN & DETAILS DRAWINGS, SPECIFICATIONS AND OTHER VISUAL MATERIALS, AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF THE ARCHITECT WHETHERTHE PROJECT FOR WHICH THEY ARE MADE BE EXECUTED OR NOT. THE ARCHITECT RETAINS ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Revisions Date 9/1 4/1 3 Project No. N 3 ARCHITECTS, LLC COPYRIGHT 2013 Scale 1/4" = 1'-0", 3/4" = 1'-0" Sheet No. A.5 4 ACOUSTICAL CLG. HGT. VARIES\XREFER. FINISH SCHED. S 0 M EXISTING ROOF DECK TO REMAIN EXISTING ROOF STRUCTURE TO REMAIN CONTINUOUS 3 5/8" x 25 GA. METAL TRACK (DIETRICH, ICC ESR NO. 2457), ATTACH TO BOTTOM OF EXISTING JOISTS W/ (2) 1/4" X 1 3/4" METAL SCREWS (ICC ESR NO. 2236) @16"OC. 3 5/8" x 25 GA. METAL STUD CONTINUOUS (DIETRICH, ICC ESR NO. 2457) FASTEN WITH 2 #10 METAL SCREWS (ICC ESR NO. 1976) TO EACH VERTICAL STUD. 3 5/8" x 25 GA. METAL STUD CONTINUOUS (DIETRICH, ICC ESR NO. 2457) FASTEN WITH 4 #10 METAL SCREWS (ICC ESR NO. 1976) TO EACH VERTICAL STUD. 3 5/8" x 25 GA. METAL STUD CONTINUOUS (DIETRICH, ICC ESR NO. 2457) FASTEN WITH 2 #10 METAL SCREWS (ICC ESR NO. 1976) TO EACH VERTICAL STUD. •"4% , • • q� ' • a '• ••• . SCHEDULED CEILING REFER. FINISH SCHEDULE. WALL TYPE: 5 (SIMILAR, REFER SHEET A.6) 5/8" GYPSUM BOARD OVER 3-5/8" MTL. STUDS (DIETRICH, ICC ESR NO. 2457) AT 24" O.C. WITH F.R.P. FINISH AT KITCHEN AND RES- TROOM AREAS. 3 5/8" STEEL TRACK (DIETRICH, ICC ESR NO. #2457) W/ 3/16" X 1 3/4" ACORN SLOTTED ANCHOR SCREW (TAPCON, ICC ESR NO. 1671). AT 16" O.C. CONCRETE FLOOR TYPICAL PARTITION SECTION WALL TYPE: 5 SCALE: 1 1/2" = 1'-0" ADJACENT TENANT SIDE EXISTING TENANT PARTITION DSCALE: N.T.S. EXISTING ROOF DECK TO REMAIN EXISTING FILL MATERIAL TO REMAIN, PROVIDE CONTINUOUS CAULK AND TAPE. EXISTING STEEL TRACK EXISTING PAN HEAD USG SCREWS AT 16" O.C. SCHEDULED CEILING REFER TO SHEET A2 EXISTING METAL STUDS TO REMAIN, INSULATION NOT SHOWN. EXISTING 1 -LAYER OF 5/8" TYPE 'X' GYPSUM PROVIDE NEW GYPSUM BOARD IF REQUIRED PROPOSED WINGSTOP SIDE EXISTING STEEL RUNNER TO REMAIN PROVIDE CONTINUOUS CAULK AND TAPE EXISTING CONCRETE FLOOR EXISTING ACORN SLOTTED ANCHOR SCREWS TO REMAIN r 44 4 0 0 r I 7 • ti SCHEDULED WALL PARTITIONS, REFER TO WALL TYPES SHEET A.1 TAPE, BED. AND HEAVY TEXTURE (REFER TO ELEVATIONS AND SCHEDULE) CONTINUOUS 1x3 WOOD CHAIR RAIL TRIM (PAINTED P4) NOTE: ROUND OFF ALL EDGES AT THE WALL CORNERS TO REMOVE SHARP EDGES AT TRANSITIONS CONTINUOUS 1x2 WOOD CLOSURE TRIM (PAINTED P4) CORRUGATED METAL REFER TO FINISH SCHEDULE 3/8" GALVANIZED SHEET METAL HEX. HEAD METAL SCREWS (ICC ESR NO. 1976) AT 24" O.C. SCREWS SHALL BE PLACED AT RIDGES METAL SIDING ONLY 5/8" CONTINUOUS FIRE RETARDANT PLY- WOOD BACKER FOR SCREW ANCHORS 3/8" GALVANIZED SHEET METAL HEX. HEAD METAL SCREWS (ICC ESR NO. 1976) AT 24" O.C. SCREWS SHALL BE PLACED AT RIDGES METAL SIDING ONLY 3 5/8" STEEL RUNNER (DIETRICH, ICC ESR NO. #4782) W/ 3/16" X 1 3/4" ACORN SLOTTED ANCHOR SCREW (TAPCON, ICC ESR NO. 1671). AT 16" O.C. CONTINUOUS 1x4 WOOD BASE TRIM, REFER SCHEDULE (PAINTED P4) WALL PANELING DETAIL @ SEATING SCALE: 1 1/2" = 1'-0" 0 v ORANGE PEEL/KNOCK DOWN (W6), REFER TO ELEVATIONS AND FINISH SCHEDULE CONTINUOUS 1x2 WOOD CHAIR RAIL TRIM (PAINTED P4) CONTINUOUS 1x2 WOOD CLOSURE TRIM (PAINTED P4) SCHEDULED WALL PARTITIONS, REFER TO WALL TYPES SHEET A 1 F.R.P. (FIBERGLASS REINFORCED PANELING) ON 5/8" WATER RESISTANT PLYWOOD BACKING NOTE: PLEASE REFER TO SHEET A4 FOR ADDITIONAL DETAILS AND SPECIFICATIONS 6" QUARRY TILE (F3) WALL PANELING DETAIL © RESTROOMS ESCALE: 1 1/2" = 1'-0" UPBLAST EXHAUST FAN & CURB (BY OWNER) REFER TO H1. PROVIDE VENTING OF SHAFT ENCLOSURE AROUND HOOD. ROOFING MODIFICATION NEW FLASHING. EXISTING ROOF SYSTEM DUCT SYSTEM SHALL BE INSTALLED SO GREASE CANNOT BE POCKETED. EXHAUST DUCT, REFER TO HOOD DRAWINGS FOR SPECIFICATIONS DUCT CLEANOUT, REFER HOOD DRAWINGS REFER TO WALL TYPES, SHEET A 1., FOR PARTITION DESCRIPTION 100W VAPORPROOF INCANDESENT LIGHT. FIRE WRAP, REFER TO HOOD DRAWINGS FOR SPECIFICATIONS PROVIDE METAL COLLAR TO SEAL DUCT AT POINT OF PENETRATION OF CEILING. SUPPORT ANGLE 16" U.L. CLASSIFIED BAFFLE TYPE GREASE FILTERS. SCHEDULED WALL AND FINISH, REFER TO SHEET A4 SCHEDULED EQUIPMENT REFER TO PLAN EQUIPMENT. 11, 12'-9" 3-0" 2'-6" 33" MIN. ABOVE, 48" MAX. ABOVE EQUIPMENT NON-PREFORATED FULL HEIGHT STAINLESS STEEL PANEL BACK SPLASH TO TOP OF TILE BASE. CONT. STEEL ANGLE, ANCHOR ANGLE TO EXISTING STRUCTURE CONSTRUCTION. MAKE-UP AIR PLENUM FROM MAU-1 ON ROOF. NC PLENUM FROM RTU. REFER TO DUCT HANGING DETAIL ON M1. NOTE: PLEASE REFER TO HOOD DRAWINGS FOR ADDITIONAL DETAILS AND SPECIFICATIONS SCHEDULED FLOOR REFER TO FINISH SCHEDULE :;s•s, . •�' •.i.. •S• :r•: .., •! : i�.' Cd) SECTION AT HOOD 36" MIN. 19" MIN.UCKNEE SPACE QTABLE DETAIL SCALE: 1" = 1'-0" ?„-ct • _r •.. • REVIEWED FOR CODE COMPLIANCE APPROVED NOV 21 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 16 2013 PERMIT CENTER RODERIC " BUTLER TATE OF WASHINGTON N 3 ARCHITECTS [lc 3218 EASTLAKE AVE. EAST SUITE 1B SEATTLE . WA . 98102 206.402.5 783 info@n3architects.com Project WINGSTOP 17410 SOUTHCENTER PARKWAY TUKWILA, WA 98188 Sheet Title WALL SECTIONS & DETAILS DRAWINGS, SPECIFICATIONS AND OTHER VISUAL MATERIALS, AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF THE ARCHITECT WHETHERTHE PROJECT FOR WHICH THEY ARE MADE BE EXECUTED OR NOT. THE ARCHITECT RETAINS ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Revisions Date Scale 9/1 4/1 3 1/4" = U-0" Project No. Sheet No. N 3 ARCHITECTS, LLC COPYRIGHT 2013 A.6 /// 0 w z EXISTING ROOF DECK TO REMAIN EXISTING ROOF STRUCTURE CONTINUOUS 3 5/8" x 25 GA. METAL TRACK (DIETRICH, ICC ESR NO. 2457), ATTACH TO BOTTOM OF EXISTING JOISTS W/ (2) 1/4" X 1 3/4" METAL SCREWS (ICC ESR NO. 2236) © 16" OC. 3 5/8" x 25 GA. METAL STUD CONTINUOUS (DIETRICH, ICC ESR NO. 2457) FASTEN WITH 2 #10 METAL SCREWS (ICC ESR NO. 1976) TO EACH VERTICAL STUD. SCHEDULED SUSPENDED CEILING SYSTEM, REFER TO SHEET A.2 FOR DETAIL. ///////� 2 w w 0 w O 1— Z0 FURR DOWN @ SALES COUNTER SCALE: 1 1/2" =1'-0" 3-5/8" 25 GA. METAL STUDS (DIETRICH, ICC ESR NO. 2457) 5/8" GYPSUM BOARD W/ 'J' MOLD CORN- ERS T.B. AND TEXTURE (PAINTED) APPLY CLEAR SILICONE CAULKING AT ALL METAL AND GYP. BOARD CONNECTIONS SCHEDULED WALL TYPE. REFER TO SHEET A1. CORRUGATED METAL WALL PANELING, REFER TO ROOM FINISH SCHEDULE, SHEET A4. PILASTER @ PARTITION DSCALE: 1 1/2" = 1'-0" 3 5/8" x 25 GA. METAL STUD CONTINUOUS (DIETRICH, ICC ESR NO. 2457) FASTEN WITH 4 #10 METAL SCREWS (ICC ESR NO. 1976) TO EACH VERTICAL STUD. 3 5/8" x 25 GA. METAL STUD CONTINUOUS (DIETRICH, ICC ESR NO. 2457) FASTEN WITH 2 #10 METAL SCREWS (ICC ESR NO. 1976) TO EACH VERTICAL STUD. 6" WINGSTOP SIGNAGE LETTERING "THE WING EXPERTS" 2 LAYERS OF 1/4" GYPSUM BOARD, TAPE, BED AND FLOAT TO CREATE A SMOOTH SURFACE. NOTE: REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL DETAILS AND SPECIFICATIONS 3 5/8" FLEX -C TRAC AT TOP AND BOTTOM OF CURVE FASTENED TO 3 5/8", 25 GA. METAL STUDS (DIETRICH, ICC ESR NO. 2457) AT 16" O.C. WITH 2 #10 METAL SCREWS (ICC ESR NO. 1976) TO EACH STUD AS REQUIRED 1 LAYER OF 5/8" GYPSUM BOARD 3-5/8" 25 GA. METAL STUDS (DIETRICH, ICC ESR NO. 2457) SCHEDULED WALL PARTITION J 0 0 O w w w w ce ///////lam 1',6"\X(AT COOKIN FURR DOWN DETAIL SCALE: 1 1/2" = 1'-0" CONTINUOUS 2X HEADER FIELD VERIFY AND RIP 2X AS REQUIRED SCHEDULED CEILING FRP AND OPENING TRIM CORRUGATED METAL WALL PANELING, REFER TO ROOM FINISH SCHEDULE, SHEET A.4. SCHEDULED WALL PARTITIONS, REFER TO WALL TYPES SHEET A.1 APPLY CLEAR SILICONE CAULKING AT ALL METAL AND GYP. BOARD CONNECTIONS 5/8" GYPSUM BOARD W/ 'J' MOLD CORN- ERS T.B. AND TEXTURE (PAINTED) PILASTER @ STOREFRONT WALL SCALE: 1 1/2" = 1-0" EXISTING ROOF DECK TO REMAIN EXISTING ROOF STRUCTURE TO REMAIN CONTINUOUS 3 5/8" x 25 GA METAL TRACK (DIETRICH, ICC ESR NO. 2457), ATTACH TO BOTTOM OF EXISTING JOISTS W/ (2)1/4" X 1 3/4" METAL SCREWS (ICC ESR NO. 2236) @ 16" OC. 3 5/8" x 25 GA METAL STUD CONTINUOUS (DIETRICH, ICC ESR NO. 2457) FASTEN WITH 2 #10 METAL SCREWS (ICC ESR NO. 1976) TO EACH VERTICAL STUD. 3 5/8" x 25 GA METAL STUD CONTINUOUS (DIETRICH, ICC ESR NO. 2457) FASTEN WITH 4 #10 METAL SCREWS (ICC ESR NO. 1976) TO EACH VERTICAL STUD. SCHEDULED SUSPENDED CEILING SYSTEM, REFER TO SHEET A2 FOR DETAIL. 5/8" FIRE RES. PLYWOOD BLOCKING OVER 3-5/8" x 25 GA. METAL STUDS (DIETRICH, ICC ESR NO. 2457) AT 24" O.C. WITH F.R.P. FINISH ON EACH SIDE. REFER TO FINISH SCHEDULE, SHEET A.4. er"7/ 4/////,(//7 18" EXISTING ROOF DECK TO REMAIN // A 0 c') 4 /////zl////4.1/ 0 LL 0 1/4" CLEAR TEMPERED GLASS 3/4" GLASS STOP (PAINTED) 1X HARDWOOD LEDGE TRIM 0 EXISTING ROOF STRUCTURE CONTINUOUS 6" x 25 GA METAL TRACK (DIETRICH, ICC ESR NO. 2457), ATTACH TO BOTTOM OF EXISTING JOISTS W/ (2) 1/4" X 1 3/4" SIMPSON WOOD SCREWS (ICC ESR NO. 2236) @ 16" OC. 3 5/8" x 25 GA. METAL STUD CONTINUOUS (DIETRICH, ICC ESR NO. 2457) FASTEN WITH 2 #10 METAL SCREWS (ICC ESR NO. 1976) TO EACH VERTICAL STUD. 3 5/8" x 25 GA. METAL STUD CONTINUOUS (DIETRICH, ICC ESR NO. 2457) FASTEN WITH 4 #10 METAL SCREWS (ICC ESR NO. 1976) TO EACH VERTICAL STUD. //////// 0.1 0 FURR DOWN @ PASSAGE SCALE: 1 1/2" = 1'-0" 2 LAYERS OF 1/4" GYPSUM BOARD, TAPE AND BED TO CREATE A SMOOTH SURFACE. CONTINUOUS 2X SILL AND SHIM, ALIGN WITH CHAIR RAIL HEIGHT REFER TO ELEVATIONS SCHEDULED WALL PARTITIONS, REFER TO WALL TYPES SHEET Al VIEWING WINDOW SECTION SCALE: 1 1/2" =1'-0" 3 1/2" SCHEDULED SUSPENDED CEILING SYSTEM, REFER TO SHEET A2 FOR DETAIL. 6" x 25 GA METAL STUD CONTINUOUS (DIE- TRICH, ICC ESR NO. 2457) FASTEN WITH 2 M- ETAL SCREWS TO EACH VERTICAL STUD. 5/8" GYPSUM BOARD OVER 6" METAL ST- UDS AT 24" 0.C. WITH T.B. AND TEXTURE FINISH (PAINTED) PLASTER FINISH (PAINTED) • 3 REVIEWED FOR CODE COMPLIANCE APPROVED NOV 21 2013 • City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 1 6 2013 PERMIT CENTER EQUAL JAMB OPENING SCALE: 1 1/2" = 1'-0" 2X JAMB 1X WOOD TRIM 3/4" GLASS STOP (PAINTED) 1/4" CLEAR TEMPERED GLASS RODERICK A. BUTLER STATE OF WASHING -PM N 3 ARCHITECTS ac 3218 EASTLAKE AVE. EAST SUITE 1B SEATTLE . WA . 98102 206.402.5783 info@n3arch itects.com Project WINGSTOP 17410 SOUTHCENTER PARKWAY TUKWILA, WA 98188 Sheet Title TYPICAL DETAILS DRAWINGS, SPECIFICATIONS AND OTHER VISUAL MATERIALS, AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF THE ARCHITECT WHETHERTHE PROJECT FOR WHICH THEY ARE MADE BE EXECUTED OR NOT. THE ARCHITECT RETAINS ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Revisions Date Scale 9/1 4/1 3 1 /4" = 1 '-0" Project No. Sheet No. N 3 ARCHITECTS, LLC COPYRIGHT 2013 A.7 N3A/ ProjectsnVingStop Tukwila/WINGSTOP-V T-0" ARE. 6" 0.C. HORIZ TOP OF TV@8'-0"AF.F. EXTERIOR BUILDING SIGNAGE VERIFY LOCATION W/ SIGN VENDOR DEDICATED CIRCUIT & GROUND BUILDING SIGN W/ CIRCUT TIMER 7'-0" A F.F. 6" O.C. HORIZ. TOP OF TV@8'-0"AFF. HALLWAY EXTERIOR BUILDING SIGNAGE VERIFY LOCATION W/ SIGN VENDOR DEDICATED CIRCUIT & GROUND BUILDING SIGN W/ CIRCUT TIMER JANITOR 1836-2 ;ll 1° DINING 'HOT WINGS TO GO' NEON DEDICATED CIRCUIT & GROUND 12-0" AFF. (ABOVE SOFFIT) OPEN TIL MIDNIGHT NEON DEDICATED CIRCUIT & GROUND 12'-0" AFF (ABOVE SOFFIT) 42" MIN. A.F.F. POS COUNTER AREA 2'-0" AFF. TOP OF TV@8'-0"AF.F. COL1221 Ill i,�,II,,,,I,,,T,ir;, �I Ii Ioo IlR IelAglitM 111v111111111111....pp„=.74..v.4.il !Ili ia- - . ••I'N AL 4111 Imo ismen 0 ) m 111) I 1860-5 15'-3" COOLER 1860-5 2'-0" AFF. SALES 5'-0" AF.F. ORDER 5'-0" AFF. '-0" AF.F. 2' '"AF.F. WALK-IN COOLER FREEZER 208-230 VOLTS / 60 AMP 1 -PHASE HARD WIRED TO 1 HP CONDENSING UNItS MOUNTED ON DECK OF COOLER AND FREEZER, CONDENSATION UNITS ARE SELF -EVAPORATING 1848-5 1'-3" AF.F. ELECT/PHONE @ 4'-6" AFF. EQUIPMENT PLAN SCALE: N.T.S. GAS SERVICE (2) 1-1/4" CONNECTION TO FRYER BANK TIMER ON HOOD HARD WIRED THRU CONDUIT ABOVE CEILING. BRACE CONDUIT TO CEILING, DO NOT ANCHOR TO HOOD PLAN NORTH SYMBOL LEGEND QUAD WALL OUTLET, MOUNTING HEIGHT AS INDICATED PER PLAN. DUPLEX WALL OUTLET, MOUNTING HEIGHT AS INDICATED PER PLAN. dib 220V DUPLEX WALL OUTLET, MOUNTING HEIGHT AS INDICATED PER PLAN. f LIGHT SWITCH, MOUNTING HEICNTAS INDICATED PER PLAN. i DIMMER SWITCH, REFER TO ELECTRICAL PLAN. Q ELECTRICAL 'I BOX, MOUNTING HEIGHT AS INDICATED PER PLAN ®®® COMMUNICATIONS WALL OUTLET 'I BOX AND CON DUIT WITH PULL STRING, MOUNTING HEIGHT AS INDICATED PER PLAN CN CABLE TV! DATA WALL CIJTLET, MOJNT!NO HEIGHTAS INDICATED PER PLPN. FD -) 6' PLUMBING FLOOR DRAIN, PROVIDE TRAP PRIMERS. HD (•:-:96' PLUMBING HUB DRAIN, PROVIDE TRAP PRIMERS AND CONE CAP WITH DRAIN SCREEN FS PLUMBING FLOOR SINK 12' x 12'1411(2) 6'X12' REMOVABLE GRATES AND TRAP PRIMER. +I:_113 PLUMBING HOSE BIBB WITH BACKFLOW PREVENTER, HOT WATER ONLY. SYMBOL LEGEND NOTES: 01. ALL SWITCHES, COVER PLATES, PLUGS SHALL BE WIRE'. 02. TELEPHONE SERVICE SHALL BE THREE (3) LINE SERVICE AS FOLLOWS: A. LINE 1 SHALL BE PRIMARYTELEPHONE LINE. B. LINE 2 SHALL BE ROLL OVER TELEPHONE LINE AND FAX LINE. C. LINE 3 SHALL BE FAX AND DATA LINE. 03. THE GENERAL CONTRACTOR SHALL PROVIDE THE MOUNTING OF THE TRANSFORMERS AND FINAL ELECTRICAL CONNECTION OF THE OMER PROVIDED AND INSTALLED EXTERIOR BUILDING AND INTERIOR SIGNAGE. ALL SIGNS SHALL BE ON INDIVIDUAL DEDICATED CIRCUITS WITH DEDICATED GROUNDS. NOTE: EXTERIOR SIGNAGE SHALL BE SUBMITTED UNDER ASEPERATE PLAN CHECK REVIEW AND PERMIT PROCESS. 04. THE FLOOR SINK UNDER THE 3•COMPARTMENTSINK ISUSED FOR THE PLUMBING HOSE BIBB. UTILITY SCHEDULE 01. MAIN ELECTRICAL SERVICE: 200 AMP, 3 PHASE. 02. WATER SERVICE: 1' MINIMUM SERVICE LINE. NOTE: ABOVE NOTED SERVICE SIZES ARE PROTOTYPICAL, THE GENERAL CONTRACTOR SHALL FIELD VERIFY SIZES REQUIRED BASED ON EXISTING SITE CONDITIONS. REVIEWED FOR CODE COMPLIANCE APPROVED NOV 21 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 1 6 2013 PERMIT CENTER REGISTERED RODEERICK A. BUTLER STATE OF WASHINGTON N 3 ARCHITECTS LLC 3218 EASTLAKE AVE. EAST SUITE 1B SEATTLE . WA . 98102 206.402.5 783 info@n3architects.com Project WINGSTOP 17410 SOUTHCENTER PARKWAY TUKWILA, WA 98188 Sheet Title EQUIPMENT PLAN DRAWINGS, SPECIFICATIONS AND OTHER VISUAL MATERIALS, AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF THE ARCHITECT WHETHERTHE PROJECT FOR WHICH THEY ARE MADE BE EXECUTED OR NOT. THE ARCHITECT RETAINS ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Revisions Date Scale 9/1 4/1 3 1/4" = 11-0" Project No. Sheet No. N 3 ARCHITECTS, LLC COPYRIGHT 2013 EQ.1 N3A/ Projects/WingStop Tukwila/WINGSTOP-V.2.pin ARMSTRONG STABILIZER BAR, 3/8" MIN OR OTHER SUITABLE SYSTEM, k TO KEEP PERIMETER COMPONENTS EQUIP. LEGEND &AREA OF RESPONSIBILITY 1 6 6 ' ` I #12 HANGER WIRE ANCHORED TO STRUCTURE ABOVE OR TO THE WALL ABOVE THE CEILING ARMSTRONG STABILIZER BAR, OR OTHER SUITABLE SYSTEM, TO KEEP PERIMETER COMPONENTS FROM SPREADING APART ARMSTRONG CROSS TEE ,i, SUPPLIER FROM SPREADING APART COORD./SUPERVISED . AI 41-------------- ARMSTRONG CROSS TEE 13/8» ARMSTRONG SHADOW MOLDING :. IN ARMSTRONG STABILIZER BAR, OR OTHER SUITABLE SYSTEM, /:" MINS TO KEEP PERIMETER COMPONENTS FROM SPREADING APART CONT. OWNER CONT. BY CONTRACTOR 01 ARMSTRONG CROSS TEE GDM -33 1, ARMSTRONG SHADOW MOLDING - - X - 0 0 02 III /8"MIN - L 1 TYP. SUSP. IBC CATEGORY /8" MIN ACOUSTICAL CEILING SEISMIC DETAILS CDEF 1-1/2"=1' 4 TYP. SUSP. IBC CATEGORY 7/8 MIN ACOUSTICAL CEILING SEISMIC DETAILS 2b CDEF 45° N W 450 -4440,11 .00 E �.., __II -1114i--- -'4 X 12 GA. OF EACH BE 45 1-1/2" COMPRESSION ATTACH 12 GA. @ 48" SPLAY WIRE BRACING IN PLANE RUNNER VERT. ANGLE SHALL DEG. COLD ROLLED CHANNEL STRUT @ 48" o.c. TO STRUCTURE ABOUVE HANGER WIRE o.c. EA. RUNNER 45° MAIN RUNNER \ 45° , - 115 VOLTS, 8.6 AMPS /WITH INTERGAL SHELVING #38 / NOTE 09 04 12 GA. HANGER - WRAL 11 00 @ EAIRE. CORNER P - - X - 115 VOLTS, 5.7 AMPS /WITH CASTORS / NOTE 09 05 60" WOODEN BENCH 8688 N/A -- SUSPENDED CEILING LIGHT FIXTURE 2 SUSPENDED LIGHT FIXTURE CROSS TEE 5 SUSPENDED CEILING HANGER WIRE - .4001001000 - 44 .."111111111111111111111H -1111A ..41111 -o I:::.. "UNATACHED" TYP. IBC . . .. SUSP. ACOUSTICAL CEILING CATEGORY CDEF WALL MOLDING 8,, .11. 'I • • "ATTACHED" — 0 • • �.� EQUIP. LEGEND &AREA OF RESPONSIBILITY ITEM DESCRIPTION MODEL NSF SUPPLIER INSTALLATION COORD./SUPERVISED REMARKS OWNER CONT. OWNER CONT. BY CONTRACTOR 01 GLASS DOOR MECHANDISER GDM -33 X X - - X - 115 VOLTS, 9.2 AMPS / WITH CASTORS / NOTE 09 02 NOT USED - - - - - - - 03 SANDWICH/SALAD UNIT TSSU-48-8 X X - - X - 115 VOLTS, 8.6 AMPS /WITH INTERGAL SHELVING #38 / NOTE 09 04 1 -DR. REACH -IN REFRIGERATOR ER24 X X - - X - 115 VOLTS, 5.7 AMPS /WITH CASTORS / NOTE 09 05 60" WOODEN BENCH 8688 N/A X - X - - - 06 HOOD FIRE SUPPRESSION SYSTEM R-102 N/A X - - X x - 07 S.S. 3 -COMPARTMENT SINK, 96" L. CUSTOM X X - - X - WITH (2) 24" DRAINBOARDS, (2) 8" HIGH SIDE SPLASHES 08 MOP SERVICE BASIN MSB -2424 X - X - X - WITH BUILT-IN ANTI SYPHON DEVICE 09 S.S. WORK TABLE 30"D. x 36"L. CUSTOM X X - - X - WITH DRAWER /WITH INTEGRAL SHELVING #381 WITH CASTORS 10 S.S. WORK TABLE 30"D. x 96"L. CUSTOM X X - - X - WITH UNDERSHELF / WITH INTEGRAL SHELVING #38 11 S.S. WORK TABLE 30"D. x 18"L. CUSTOM X X - - X - 24" TALL 12 HAND SINK W/ SIDE SPLASH (R&L) 7 -PS -66 X X - - X - WITH (2) 8" HIGH SIDE SPLASHES 13 POTATO SLICER 300 SERIES X X - - X - WITH SHOVEL LEVER 14 ICE MACH. W/ STORAGE BIN KM-500MAH-E X X - - X - 110 VOLTS, 15 AMPS / S.B. MODEL: B-500 /WITH 6" HIGH LEGS 15 TANKLESS WATER HEATER 910 X - X - X - REFER TO PLUMBING PLANS FOR SPECIFICATIONS 16 S.S. CUP HOLDER C2410C/C2410SM X X - - X - 17 HOT FOOD WELL TM -90 X X - - X - 240 VOLTS, 6.7 AMPS / WITH DRAIN KIT/ USED FOR WET TYPE FOOD 18 SOLSTICE SUPREME GAS FRYER SSH75-D X X - - X - 140,000 BTU, 70-90 LBS (OIL CAPACITY) /WITH 6" CASTORS 19 NOT USED - - - - - - - - 20 COOKING & HOLDING TIMER TXO-60221-08 X X - - X - - 21 SOLSTICE SUPREME FILTER SFSH75 X X - - X - 120 VOLTS, 6.2 AMPS / ITEM IS AN INTEGRAL PART OF THE FRYERS 22 NOT USED - - - - - - - - 23 60" ROUND TABLE & BASE CUSTOM X X - - X - - 24 NOT USED - - - - - - - 25 24" x 30" TABLE & BASE CUSTOM N/A X - - X - - 26 30" x 42" TABLE & BASE CUSTOM N/A X - - X - - 27 WOOD CHAIR 6305P N/A X - - X - - 28 ICED TEA DISPENSER VARIETY MODEL X X - X - x 120 VOLTS, 15 AMPS 29 SLIM -JIM TRASH RECEPTACLE 8323G4 X X - - X - - 30 SANITARY NAPKIN RECEPTACLE 1102 X X - - X - - 31 TRASH RECEPTACLE MODEL VARIES X X - - X - - 32 NOT USED - - - - - - - - 33 SHORTENING SHUTTLE SS -611-T X X - - X - ITEM NUMBER NOT INDICATED ON EQUIPMENT PLAN 34 6 -VALVE SELF -SERVE SODA SYS. DURAFLEX 150 X X - X - x 115 VOLTS, 3 AMPS / 6 -VALVE 35 CARBONATOR N/A N/A X - X - x SUPPLIED BY COCA COLA PRODUCTS 36 BIB FLEX RACK SYSTEM 44239 X X - X - x WITH 6" HIGH LEGS 37 CO2 SYSTEM FAST FILL 500 N/A X - X - x - 38 SOLID WALL SHELVES CUSTOM X X - - X - 2 ROWS INTERGAL W/ #03 & 10 REFER TO EQ.2 FOR HEIGHT 39 DRY STORAGE SHELVING EG01.00 X X - - X - 5 TIERS HIGH, REFER TO EQUIPMENT PLAN FOR SIZES 40 DUNNAGE RACK (PRODUCE STAND) DR362012 X X - - X - NOTE 18 41 SCULLERY SHELVING (2 ROWS) EG01.00 X X - - X - 2 ROWS OF 18" x 48" (TOP), 2 ROWS OF 18" x 36" (BOTTOM) 42 12'-0" TYPE 1 EXHAUST HOOD ND SERIES X X - - X - NOTES 05, 06, 07 43 S.S. ADJUSTABLE LEGS CUSTOM X X - - X - REFER TO SHEETA5.0 FOR DETAIL 44 BROOM & MOP RACK 40731 X X - - X - NOTE 01 45 FIRE EXTINGUISHER REFER NOTE 04 N/A - X X - - CLASS: K (AT HOOD), CLASS: 2A10BC (STANDARD) 46 POINT-OF-SALE SYSTEM UPV 500 N/A X - X - x - 47 NOT USED - - - - - - - - 48 NOT USED - - - - - - - - 49 SAFE MB27201CH-SG1 N/A X - - X x MOUNTED ON BASE AS REQUIRED / COORDINATE TYPE WITH OWNER 50 STEREO (AMP.) RECEIVER MODEL VARIES N/A X - X - x PROVIDED AND INSTALLED BY OWNER 51 SATELLITE RECEIVER MODEL VARIES N/A X - X - x PROVIDED AND INSTALLED BY OWNER 52 MENU BOARD CUSTOM N/A X - - X - PROVIDED BY SIGN VENDOR AND INSTALLED BY THE CONTRACTOR. 53 SALES COUNTER CUSTOM N/A - X - X x REFER TO SHEET A.5 FOR DESIGN LAYOUT 54 MAGNETIC MENU BOARD CUSTOM N/A X - - X - PROVIDED BY SIGN VENDOR AND INSTALLED BY THE CONTRACTOR. 55 NEON SIGNAGE "OPEN" CUSTOM N/A X - X - x PROVIDED AND INSTALLED BY THE SIGN VENDOR. 56 NEON SIGNAGE "HOT WINGS TO GO" CUSTOM N/A X - X - x PROVIDED AND INSTALLED BY THE SIGN VENDOR. 57 EXTERIOR BUILDING SIGNAGE CUSTOM N/A X - X - x PROVIDED AND INSTALLED BY THE SIGN VENDOR. 58 T.V., WALL BRACKET & STAND MODEL VARIES N/A X - - X - - 59 SOAP DISPENSER B-40 N/A X - - X- 60 PAPER TOWEL DISPENSER T1290WS N/A X - - X - - ,,....—;') .........r°.�" " ri ,�' `: 61 S.S. FRAMED MIRROR B-165-2436 N/A X - - X - SIZE. 24' x 36", WITH S.S. CHANNEL FRAME 62 36" x 1 1/2" GRAB BAR B-6106 N/A X - X - - 63 42" x 1 1/2" GRAB BAR B-6106 N/A X - - X - 64 TOILET PAPER DISPENSER 8735020 N/A X - - X • - 65 GREASE INTERCEPTOR MODEL VARIES N/A X - - X - REFER PLUMBING DRAWINGS FOR SPECIFICATIONS 66 WALL MOUNT TELEPHONE OUTLET IVX C -CLASS N/A X - - X - SURGE PROTECTION BY OWNER 67 DECOR CUSTOM N/A X - - X - NOTE 02 68 60" x 18" WIRE WALL SHELVING MODEL VARIES X X - - X - 2 ROWS, REFER SHEET EQ.2 FOR HEIGHT 69 COOLER DUNNAGE RACK DR362012 X X - - X - REFER TO EQUIPMENT PLAN FOR SIZES 7215 REGISTERED ARCH) 7 - ' RODERICEi A. BUTLER STATE OF WASHINGTON ` 70 COOLER SHELVING EG01.00 X X - - X - 5 TIERS HIGH, REFER TO EQUIPMENT PLAN FOR SIZES 71 WALK-IN COOLER CUSTOM X X - - X - NOTE 09 / EXTERIOR SIZE: 7'-4" x 15'-3" 72 NOT USED - - - - - - - - 73 KNIFE HOLDER 2918P X X - - X - - 74 CAN OPENER MODEL VARIES X X - - X - - 75 TICKET RAIL CK6536A X X - - X - - 76 HIGH CHAIR HC -100W -KD -1 N/A X - - X - ITEM NOT INDICATED ON EQUIPMENT PLAN 77 S.S. 2 -COMPARTMENT SINK, 60 R. CUSTOM X X - - X - WITH (1) 24" DRAIN BOARDS, (2) 8" SIDE SPLASHES / WTH LID COVERS 78 DRY STORAGE WIRE SHELVING EG01.00 X X - - X - REFER TO EQUIPMENT PLAN FOR SIZES 3 ARCHITECTS LLC 3218 EASTLAKE AVE. EAST SUITE 1B SEATTLE . WA . 98102 206.402.5783 info@n3architects.com 79 COMMERCIAL MOP BUCKET 7580-88 N/A X - - X ITEM NOT INDICATED ON EQUIPMENT PLAN 80 NOT USED - - - - 81 NOT USED - - - - - - - -N 82 NOT USED - - - - - - - - 83 NOT USED - - - - - - 84 WORKTOP FREEZER TWT -60F X X - - X - 115 VOLTS, 6.1 AMPS / WITH CASTORS / NOTE 09 85 CONDIMENT DISPENSER CUSTOM X X - - X -- 86 S.S. STAND SK2731U X X - - X -- 87 NOT USED - - - - - - - - 88 NOT USED - - - - - - -- 89 CONVECTION OVEN E31 D4 X X - - X - 208V, 14 AMPS / NEMA 6-15P CORDSET FITTED / NOTE 10 90 NOT USED - - - 91 NOT USED - - - - - - - - 92 NOT USED - - - - - - - - 93 AWNING LETTING "THE WING EXPERTS" CUSTOM N/A X - X - x PROVIDED AND INSTALLED BY THE SIGN VENDOR. 94 PAPER TOWEL HOLDER CUSTOM X - X - X - 1" DIA. X 10" LONG PRETHREADED GALV. METAL PIPE, WITH 1" CAP AND 1" FLANGE Project W I N G STO P 17410 SOUTHCENTER PARKWAY TUKWILA, WA 98188 Sheet Title EQUIPMENT SCHEDULE 95 STOREFRONT VINYL GRAPHICS CUSTOM N/A X - X - X - 96 COOLER PANEL GRAPHICS CUSTOM N/A X - X - x PROVIDED AND INSTALLED BY THE SIGN VENDOR. 97 NOT USED 98 S.S. WORK TABLE 30"D. x 48"L. CUSTOM X X - - X - WITH UNDERSHELF 99 STEAM TABLE PAN RACK & COVER 1509/PRC 12 X X - X - x QUANTITY: 02 / NOT INDICATED ON PLAN 100 NOT USED - - - - - - -- RDVICD rOR CODE COMPLIANCE MOVED 13 „2„....93 NAV 2 2013 • EQUIPMENT LEGEND NOTES: City of ukaa DRAWINGS, SPECIFICATIONS AND OTHER VISUAL MATERIALS, AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF THE ARCHITECT WHETHERTHE PROJECT FOR WHICH THEY ARE MADE BE EXECUTED OR NOT. THE ARCHITECT RETAINS ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT rHERETo. 1. FLAT PANEL TV DISPLAY WALL MOUNTING BRACKET & MONITOR BRAND SELECTION TO BE DETERMINED BY OWNER. CONTRACTOR TO COORDINATE ITEM #58 WITH OWNER FO BUILDING !VISION INSTALLATION. 2. THE OWNER SHALL PROVIDE APPROXIMATELY (42) FORTY-TWO WALL MOUNTED DECOR ITEMS. THESE ITEMS ARE TO BE INSTALLED BY THE CONTRACTOR. THE CONTRACTOR SHALL COORDINATE AND SCHEDULE THE DELIVERY AND INSTALLATION OF ALL DECOR ITEMS WITH THE OWNER. 3. THE CONTRACTOR SHALL VERIFY WITH ALL LOCAL AGENCIES QUANTITY AND LOCATION OF ALL FIRE EXTINGUISHERS. 4. ALL KITCHEN EQUIPMENT SHALL MEET THE REQUIREMENTS OF THE NATIONAL SANITATION FOUNDATION (NSF). 5. THE EXHAUST HOOD, EXHAUST FAN, EXHAUST DUCT, EXHAUST DUCT FIRE WRAP AND MAKE-UP AIR FAN SHALL BE SUPPLIED BY THE OWNER AND INSTALLED BY THE CONTRACTOR. THE MAKE-UP AIR DUCT SHALL BE SUPPLIED AND INSTALLED BY THE CONTRACTOR. 6. THE EXHAUST HOOD FIRE SUPPRESSION SYSTEM SHALL BE IN SUPPLIED AND INSTALLED BY THE OWNER. THE CONTRACTOR SHALL SUPPLY AND INSTALL THE EMERGENCY GAS SHUT-OFF VALVE FOR THE EXHAUST HOOD FIRE SUPPRESSION SYSTEM. 7. THE CONTRACTOR SHALL COORDINATE AND SCHEDULE THE DELIVERY OF ALL KITCHEN EQUIPMENT WITH THE EQUIPMENT VENDOR. RECEIVED CITY OF TUKWILA 8. THE CONTRACTOR SHALL MAKE ALL FINAL ELECTRICAL CONNECTIONS REQUIRED FOR THE OWNER PROVIDED SIGNAGE. 9. ALL SPECIFIED REFRIGERATION UNITS SHALL BE SELF-CONTAINED AND SELF EVAPORATING. SEP 1 6 2013 10. NO GREASE LADEN FOODS SHALL BE PREPARED IN THE CONVECTION OVEN (ITEM #89), IT IS USED FOR BAKING ROLLS ONLY. PERMIT CENTER Revisions Date Scale 9/14/13 1/4" = 1'-0", 0 Project No. Sheet No. c N 3 ARCHITECTS, LLC t_ Q COPYRIGHT 2013 3" • = / N3A/ Projects/WingStop Tukwila/WINGSTOP-V IW2 I I C2 R—U #2 -®— RTU #1 W8 EXHAUST FAN W2 MUS. C2 W11 C2 • 60 ELECTRICAL PANEL 11 \\`\\\`\\N}\\»`\\\\`\\\\\"\}\}"`\\\\`\\ NN.) B/A.7 TYP. d as Q COOKING 1105 L \\\\\\\\\\ \X INTERIOR EQUIPMENT ELEVATION (11L1/ SCALE: 1/4" =1-0" I W2 I I C2 I MUA 11 11 m m 0 0 0 111 111 Ill 111 EXHAUST FAN \\\\\ \\\\\\\\ X\}\\»\\\\\\ 0 B/A.7 TYP. \»`r"\} \\\\\\\\\ )NNNN`\`\\\ . "NN\\�� REFER TO ELEVATION E/A3 FOR WALL TILE AT SALES COUNTER LAYOUT AND DESCRITION SALES 104 A INSTALL 5/8" PLYWOOD BACKING, FLOOR TO CEILING, —AT ALL SCEDULED WALL MOUNTED EQUIPMENT AREAS N`\' \\\``\\\ VI.\ \\`1\}`\\\"\\\\\\`\`\` \W‘C.\\\\"`\"""\ \\<<\""\`"\"""\\y y"`\W. }""`\\`Z`\\N."\\`��\``"`\r\\"� ORDER 101 , A/A7 TYP. INTERIOR EQUIPMENT ELEVATION DSCALE: 1/4" = 1'-0" COOKIE NG 105 3a RTU #1 rn A/A.7 \/ TYP. IW2 I I C2 I \\\\` `\\ \`\\NNN On I ORDER 101 W2 C2 18' (AVERAGE EXISTING DECK HEIGHT) 18'_(AVERAGE EXISTING DECK HEIGHT) EXHAUST FAN --\ / T C2 OPEN COOLER 108 i F2 INTERIOR EQUIPMENT ELEVATION ASCALE: 1/4" = 1'-0" W2 C2 RTU #2 BEYOND MUA I-9— RTU #1 EXHAUST FAN ISTING DECKHEIGH w JAN. 107 F2 35 4 INTERIOR EQUIPMENT ELEVATION REVIEWED FOR CODE COMPLIANCE APPROVED NOV 21 2013 r City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 1 6 2013 PERMIT CENTER REGISTERED ARCHITECT k....1.‘:01)ERICit A. SUTLER SATE OF WAmGT0f4 N 3 ARCHITECTS [lc 3218 EASTLAKE AVE. EAST SUITE 1B SEATTLE . WA . 98102 206.402.5 783 info@n3architects.com Project WINGSTOP 17410 SOUTHCENTER PARKWAY TUKWILA, WA 98188 Sheet Title EQUIPMENT ELEVATIONS DRAWINGS, SPECIFICATIONS AND OTHER VISUAL MATERIALS, AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF THE ARCHITECT WHETHERTHE PROJECT FOR WHICH THEY ARE MADE BE EXECUTED OR NOT. THE ARCHITECT RETAINS ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Revisions Date Scale 9/1 4/1 3 1/4" = 1 '-0" Project No. Sheet No. N 3 ARCHITECTS, LLC COPYRIGHT 2013 EQ.2 /Users/nickbaxter/Desktop/MATT/projects/W NGSTOP/WI NGSTOP TU KW LA/WI NGSTOP-V.2 • I / / Roo A=FTrC1-T CONT 4x6 STRONG -BACK TYP @ BOT CHORD k RTU -2 4x4 TY I � 0 0, r 1- MUA-1 r 1 I ' I -1-- I I I r � I L ' I 'r 1- ' ' I L L I I L ' I r � P WINGSTOP ROOF TOP 1 -i r RTU -1 r 1 I I 1 JOIST SPACING AT 3' PLAN NORTH 2012 INTERNATIONAL BUILDING CODE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, AND PROCEDURES REQUIRED TO PERFORM HIS WORK. FIELD VERIFY RTU LAYOUT. NOTIFY STRUCTURAL ENGINEER IF CURBS DO NOT ALIGN OVER TRUSSES. ROOF SNOW LOAD 25 PSF ROOF DEAD LOAD 15 PSF SEISMIC DESIGN DATA: Sds = 0.939 ap=2.5 Rp = 6.0 FRAMING SHALL BE HF #2 ANCHOR CURBS AT 4 CORNERS WITH 318"0 x 3" BOLTS OR LAG SCREWS. ANCHOR UNIT TO CURB WITH (4) 318"0 MACHINE BOLTS, LENGTH TO SUIT CONNECTION. 4x4 BLKG ALONG CURB CONNECT TO 4x4 BLKG'1"i\ WI U44 • RTU WI CURB 04x4 BLKG PER PLAN WI U44 HANGERS EA EVD \ 4x4 POST @ MID -SPAN OF 4x4 BLKG WI BC4 CAPS T&B CONT 4x6 STRONG r PER PLAN REVIEWED FOR CODE COMPLIANCE APPROVED NOV 21 2013 • City of Tukwila BUILDING DIVISION SACK 1 SIMPSON TSP NS & FS (3)10dx11/2 TO TRUSS (9)10dx11/2 TO 4x6, TYP SECTION (E) TJM OPEN WEB JOIST PER PLAN, TYP RECEIVED CITY OF TUKWILA SEP 1 6 2013 PERMIT CENTER -`i l2—JO—I`#' N 3 ARCHITECTS [lc 3218 EASTLAKE AVE. EAST SUITE 1B SEATTLE . WA . 98102 206.402.5783 info@n3architects.com Project WINGSTOP 17410 SOUTHCENTER PARKWAY TUKWILA, WA 98188 Sheet Title HVAC ROOF MOUNT DETAIL DRAWINGS, SPECIFICATIONS AND OTHER VISUAL MATERIALS, AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF THE ARCHITECT WHETHERTHE PROJECT FOR WHICH THEY ARE MADE BE EXECUTED OR NOT. THE ARCHITECT RETAINS ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Revisions Date Scale 9.13.13 1/4" = 1'-0" Project No. Sheet No. N 3 ARCHITECTS, LLC COPYRIGHT 2013 S-1 GENERAL HVAC NOTES ABBREVIATIONS 1 THE FOLLOWING NOTES APPLY TO ALL MECHANICAL DRAWINGS. ADDITIONAL MECHANICAL NOTES MAY BE INDICATED ON EACH MECHANICAL DRAWING. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 2 REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR GENERAL CONSTRUCTION INCLUDING LOUVERS, CONCRETE EQUIPMENT PADS, FLASHING DETAILS, ETC. 3 REFER TO ARCHITECTURAL DRAWING FOR ROOM ELEVATIONS. LOCATE MECHANICAL DEVICES SUCH AS TEMPERATURE SENSORS, HUMIDISTATS, PANELS, ETC. SO THAT THEY DO NOT CONFLICT WITH GENERAL CONSTRUCTION (WAINSCOT, DOOR HARDWARE, ETC.) NOR WITH ELECTRICAL SYSTEM (UGHT SWITCHES, SPEAKERS, OUTLETS, ETC.). MOUNT THERMOSTATS 48" AFF UNO. 4 MECHANICAL DRAWINGS SHOW APPROXIMATE LOCATIONS FOR GRILLES AND DIFFUSERS. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF GRILLES, REGISTERS, DIFFUSERS, AND OTHER CEIUNG OR SURFACE MOUNTED DEVICES. INSTALL EQUIPMENT IN CONFORMANCE WITH ARCHITECTURAL FEATURES IN THE CENTER OF CEILING TILES, IN THE CENTER OF ROOMS, OR WHERE INDICATED ON ARCHITECTURAL DRAWINGS. WHERE EQUIPMENT IS NOT INDICATED ON ARCHITECTURAL DRAWINGS, OBTAIN DIRECTION FROM ARCHITECT PRIOR TO INSTALLATION. 5 SEE ARCH. DRAWINGS FOR EXACT SIZE AND LOCATION OF LOUVERS. COORDINATE EXACT SIZE OF ATTACHED DUCTWORK/PLENUM AND/OR MOTORIZED DAMPERS WITH ARCH. DRAWINGS. 6 GENERALLY DUCTWORK PLANNED TO BE TIGHT TO STRUCTURE WITH PIPING BELOW DUCTWORK AND BETWEEN LIGHT FIXTURES. ADJUST AS NECESSARY. 7 COORDINATE LOCATIONS OF MECHANICAL EQUIPMENT AND DUCTWORK TO PROVIDE CLEARANCES OVER UGHTING FIXTURES FOR REMOVAL AND SERVICE ACCESS DUE TO EQUIPMENT MAINTENANCE. 8 ARRANGE HVAC EQUIPMENT SO THAT ACCESS CLEARANCES INDICATED BY DRAWINGS, REQUIRED BY CODES AND RECOMMENDED BY MANUFACTURER ARE PROVIDED. PROVIDE 42" CLEAR AT DISCONNECT SWITCH ON TERMINAL UNITS WITH ELECTRIC HEATING COIL 9 PROVIDE ACCESS PANELS/DOORS IN DUCTWORK AS INDICATED IN DIVISION 23 FOR INSPECTION AND MAINTENANCE FOR ALL SMOKE/FIRE DAMPERS. 10 GENERAL CONTRACTOR TO PROVIDE ACCESS TO FIRE AND/OR COMBINATION FIRE/SMOKE DAMPERS THROUGH ACCESS DOORS IN HARD CEILINGS AND WALLS. WHERE ACCESS DOORS PENETRATE FIRE RATED SYSTEMS THEY SHALL BE RATED IN ACCORDANCE WITH IBC REQUIREMENTS. 11 REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL ELECTRICAL CHARACTERISTICS OF MECHANICAL EQUIPMENT (VOLTAGES, ETC). 12 ELECTRICAL CHARACTERISTICS OF LISTED EQUIPMENT SHALL BE VERIFIED BY CONTRACTOR DURING SUBMITTAL PROCESS. ANY ELECTRICAL CHARACTERISTICS THAT DEVIATE FROM THOSE LISTED SHALL BE IDENTIFIED BY THE CONTRACTOR, SUBMITTED TO THE ENGINEER FOR APPROVAL AND COORDINATED WITH DIVISION 26 ELECTRICAL PRIOR TO INSTALLATION OF EQUIPMENT AS REQUIRED TO PROPERLY SERVE EQUIPMENT. 13 DRAWINGS ARE SCHEMATIC IN SOME AREAS AND MAY NOT SHOW OFFSETS WHICH MAY BE REQUIRED. PROVIDE OFFSETS AS REQUIRED AT NOT ADDITIONAL COST. 14 REFER TO PIPING DIAGRAMS AND DETAILS FOR REQUIRED FITTINGS, VALVES, ETC. FLOOR PLANS AND SECTIONS INDICATE EQUIPMENT LOCATIONS AND GENERAL PIPE ROUTING ONLY. 15 DUCTS AND PIPES INDICATED WITHOUT DIMENSIONS SHALL BE SIZED PER PRECEDING UPSTREAM DUCT AND PIPE SECTIONS. 16 DUCTWORK SIZES SHOWN ARE CLEAR INSIDE DIMENSION. 17 PROVIDE FABRICATED STEEL MEMBER SUPPORTS AS REQUIRED BY MANUFACTURER'S INSTALLATION INSTRUCTIONS, AS INDICATED ON DRAWINGS, OR IN SPECIFICATIONS FOR INSTALLATION OF EQUIPMENT. REQUIRED STRUCTURAL MEMBERS, BOLTS, AND WELDS SHALL BE IN ACCORDANCE WITH AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) MANUAL 18 IF REQUIRED FOR INSTALLATION OF PIPES, DUCTS, AND EQUIPMENT, PROVIDE ADDITIONAL STRUCTURAL MEMBERS BETWEEN COLUMNS, JOISTS, AND STRUCTURAL FRAME TO MEET SUPPORT REACTIONS (FORCES, MOMENTS, DEFLECTIONS). STRUCTURAL MEMBERS SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER. 19 DO NOT CORE DRILL OR DRILL THROUGH BEAMS, COLUMNS, AND SHEAR WALLS, UNLESS INDICATED ON STRUCTURAL DRAWINGS OR AS APPROVED BY THE STRUCTURAL ENGINEER. 20 PROVIDE DUCT LINING FOR THE FOLLOWING DUCTWORK: A. EXHAUST DUCTWORK FROM EACH EXHAUST GRILLE TO A POINT 10 FT UPSTREAM OF THE GRILLE (EXCEPT FOR KITCHEN AND SHOWER EXHAUST DUCTWORK). B. ALL AIR TRANSFER DUCTS AND CEIUNG RELIEF GRILLES. C. ALL EXHAUST DUCTWORK WITHIN 15' OF A FAN (EXCEPT KITCHEN AND SHOWER EXHAUST). D. ALL SUPPLY AND RETURN DUCTWORK WITHIN 15' OF A FAN. E. ALL MIXED AIR AND EXHAUST AIR PLENUMS. DO NOT LINE OUTDOOR AIR PLENUMS. F. PLENUMS UPSTREAM OF RETURN FANS. G. OTHER LOCATIONS WHERE NOTED ON DRAWINGS OR SPECIFIED. 21 PROVIDE A VOLUME DAMPER FOR EACH SUPPLY BRANCH, RETURN BRANCH (DUCTED ONLY), & EXHAUST BRANCH WHERE THREE OR MORE OPENINGS ARE ASSOCIATED WITH THE BRANCH, AND ELSEWHERE AS NOTED ON DRAWINGS OR IN SPECIFICATIONS. 22 PROVIDE CONICAL SPIN—IN FITTINGS FOR ALL 90 DEGREE ROUND DUCT BRANCHES FROM RECTANGULAR SUPPLY DUCTWORK. DO NOT USE STRAIGHT TEE FITTINGS. 23 DUCTWORK STATIC PRESSURE AND SEAL CLASS, BASED UPON SMACNA: 24 REFER TO WASHINGTON STATE NREC COMPLIANCE REQUIREMENTS ON DRAWING SCHEDULE SHEETS FOR ADDITIONAL MECHANICAL PROVISIONS 25 ECONOMIZERS SHALL MODULATE OUTSIDE AIR FROM MINIMUM TO 100% PER WSEC 26 SEAL AND LEAK TEST DUCTWORK PER WSEC AND PER DIVISION 23 SPECIFICATIONS. 27 BALANCE HVAC SYSTEM PER WSEC AND PER DIVISION 23 SPECIFICATIONS. 28 COMMISSION HVAC SYSTEM PER WSEC AND PER DIVISION 23 SPECIFICATIONS. 29 PROVIDE COMPLETION/RECORD DRAWINGS PER WSEC AND PER DIVISION 23 SPECIFICATIONS 30 THERMOSTATS SHALL BE INTERLOCKED TO PREVENT SIMULTANEOUS HEATING AND COOUNG PER WSEC. 31 INSULATE DUCTWORK PER WSEC AND PER DIVISION 23 SPECIFICATIONS (WHICHEVER IS GREATER). 32 INSULATE PIPING PER WSEC AND PER DIVISION 22 SPECIFICATIONS (WHICHEVER IS GREATER). 33 PATCH ALL FLOOR, WALL, CEIUNG AND ROOF OPENINGS CREATED/CAUSED BY THE DEMOLITION OF EXISTING DUCTS, PIPES, FIXTURES, ETC IN ACCORDANCE WITH DIVISION 1 SPECIFICATIONS. 34 COORDINATE DEMOLITION WORK WITH ARCHITECTURAL DEMOLITION AND PHASING DRAWINGS. 35 COORDINATE ALL MECHANICAL WORK WITH ARCHITECTURAL PHASING DRAWINGS. 36 PATCH ALL FLOOR, WALL, CEIUNG AND ROOF OPENINGS CREATED/CAUSED BY THE DEMOLITION OF EXISTING DUCTS, PIPES, FIXTURES, ETC IN ACCORDANCE WITH DIVISION 1 OF THE SPECIFICATIONS 37 PROVIDE MEANS OF ACCESSING/ADJUSTING BALANCING DAMPERS 0 ALL LOCATIONS WHERE MEANS OF ACCESS HAS NOT BEEN SHOWN ON ARCHITECTURAL DRAWINGS. PROVIDE UNITED ENERTECH 1 — SERIES REMOTE POWER/BALANCE SYSTEM OR APPROVED EQUAL. COORDINATE LOCATION OF REMOTE JACK WITH ARCHITECT & RECORD ON AS—BUILT DRAWINGS. 38 ROOF MOUNTED PIPING SHALL BE INSTALLED ON FREE FLOATING, PREFABRICATED SUPPORTS SIMILAR TO MIRO MODEL 24—R ON WALKWAY TREAD PADS. THE USE OF WOOD FOR SUPPORTS IS PROHIBITED. AAV AC ABV AD AV AW AFC AFF AFG AFUE AHU AL APPROX ARCH ATMOS BATT BDD BF BFC BHP BI BLDG BOD BTU BTUH CFM CHAR CHEM CHWS CHWR CLG CO CONC CONN CPLG CS CSC CSO CV CW CRD DET DFU DIA DIM DISCH DI DMPR DN DP DR DWG AIR ADMITTANCE VALVE AIR CONDITIONING ABOVE ACCESS DOOR ACID VENT ACID WASTE ABOVE FINISHED CEILING ABOVE FINISHED FLOOR ABOVE FINISHED GRADE ANNUAUZED FUEL EFFICIENCY AIR HANDUNG UNIT ALUMINUM APPROXIMATELY ARCHITECTURAL ATMOSPHERE BATTERY BACK DRAFT DAMPER BUND FLANGE BELOW FINISHED CEILING BRAKE HORSE POWER BACKWARD INCLINED BUILDING BOTTOM OF DUCT BRITISH THERMAL UNIT BRITISH THERMAL UNIT PER HOUR CUBIC FEET PER MINUTE CHARACTERISTICS CHEMICAL INJECTION CHILLED WATER SUPPLY CHILLED WATER RETURN CEILING CLEAN OUT CONCRETE CONNECT OR CONNECTION COUPLING CARBON STEEL CARSEALED CLOSED CARSEALED OPEN CONSTANT VOLUME COLD WATER CEILING RADIATION DAMPER DETAIL DRAINAGE FIXTURE UNITS DIAMETER DIMENSION DISCHARGE DUCTILE IRON DAMPER DOWN DIFFERENTIAL PRESSURE DRAIN DRAWING FH FD FF FLGD FLR FCO FPM FLTR FOF FPI FSK FT FU FV FW FPTU G GALV GEN GFI GR GPM GV GW GWR GWS HP HPFS HR HTG HT HVAC HW HWC HWS HWR IA ID IE IH IN INFO INST INSUL INV IRR IW JAN KW EA EACH KWH EAT ENTERING AIR TEMPERATURE ECC ECCENTRIC LAT ECON ECONOMIZER LB EER ENERGY EFFICIENCY RATIO LC EF EXHAUST FAN LF EFF EFFICIENT, EFFICIENCY LL EG EXHAUST GRILLE LOC EL ELEVATION LVG ELEC ELECTRICAL EQUIP EQUIPMENT MA ET ELECTRIC TRACED MATL EXIST, (E) EXISTING MAX EXH EXHAUST MPG EXT EXTERIOR MA MBH FAHRENHEIT FIRE DAMPER OR FLOOR DRAIN FINISHED FLOOR FLANGED FLOOR FLOOR CLEAN OUT FEET PER MINUTE FILTER FACE OF FLANGE FINS PER INCH FOIL SKRIM KRAFT LINED DUCT (SPUNSTRAND) FEET, FOOT FIXTURE UNITS FACE VELOCITY FEED WATER FAN POWERED TERMINAL UNIT GAS GALVANIZED GENERATOR GROUND FAULT CIRCUIT INTERRUPTER GRILLE GALLONS PER MINUTE GATE VALVE GRAY WATER (NON POTABLE) GLYCOL WATER RETURN GLYCOL WATER SUPPLY HORSE POWER HIGH POINT FINISHED SURFACE HOUR HEATING HEIGHT HEATING, VENTILATION AND AIR CONDITIONING HOT WATER HOT WATER CIRCULATING HOT WATER HEATING SUPPLY HOT WATER HEATING RETURN INSTRUMENT AIR INSIDE DIMENSION INVERT ELEVATION INSULATION HOT INCH, INCHES INFORMA11ON INSTRUMENT INSULATE, INSULATION INVERT IRRIGATION (NON POTABLE) INDIRECT WASTE JANITOR KILOWATT KILOWATT HOUR LEAVING AIR TEMPERATURE POUND LOCKED CLOSED LINEAL FEET LANDLORD LOCATION LEAVING MED GAS MATERIAL MAXIMUM MEDIUM PRESSURE GAS MIXED AIR THOUSAND BRITISH THERMAL UNITS PER HOUR MCC MCA MAT MAX MECH MFR MED MH MIN MISC MV N NA NC NIC NO NG NTS 02 OC OSA OAT OA OD OPP OV OCP P PD PERF PF PH PJ PLCS PNL POC PRV PS PSV QTY R RA RED REQD RR RJ RET RG RPM RWL SS SA SCHED SECT SEER SVC SHT SD SL SV SW STA STD SF SFD MOTOR CONTROL CENTER MAXIMUM CIRCUIT AMPS MIXED AIR TEMPERATURE MAXIMUM MECHANICAL MANUFACTURER MEDIUM MANHOLE MINIMUM, MINUTE MISCELLANEOUS MED VACUM NORTH, NEUTRAL NOT APPLICABLE NORMALLY CLOSED NOT IN CONTRACT NUMBER OR NORMALLY OPEN NATURAL GAS NOT TO SCALE OXYGEN ON CENTER OUTSIDE AIR OUTSIDE AIR TEMPERATURE OUTSIDE AIR OUTSIDE DIMENSION OPPOSITE OUTLET VELOCITY OVER CURRENT PROTECTION PUMP PRESSURE DROP PERFORATED PRE FILTER PHASE PUSH ON JOINTS PLACES PANEL POINT OF CONNECTION PRESSURE REDUCING VALVE PIPE SUPPORT PRESSURE SAFETY (REUEF) VALVE QUANTITY RELIEF RETURN AIR REDUCER REQUIRED REMOVE AND RELOCATE RESTRAINED JOINTS RETURN RETURN GRILLE REVOLUTIONS PER MINUTE RAINWATER LEADER SANITARY SEWER OR STAINLESS STEEL SUPPLY AIR SCHEDULE SECTION SEASONAL ENERGY EFF. RATIO SERVICE SHEET SMOKE DETECTOR SOUND LINING SOLENOID VALVE SOCKET WELD STATION STANDARD SUPPLY FAN SMOKE/FIRE DAMPER S.I.0. SUPPUED AND INSTALLED BY OWNER/ (OTHER) SHT SHEET SP STATIC PRESSURE SPEC SPECIFICATION SR SUPPLY REGISTER SS STAINLESS STEEL SYS SYSTEM STAT THERMOSTAT TEMP TD TDH TEMP THRU 11 TSTAT TYP TRU UL UNO UV UMC UP UBC UPC UG V VAC VDC VD VAC VAV VEL VF VTR VOL V/PH/HZ W/ W/0 NBW WC WCO WG WHAT WT WTR, w TEMPERATURE TEMPERATURE DIFFERENTIAL TOTAL DYNAMIC HEAD TEMPORARY THROUGH TENANT IMPROVEMENT THERMOSTAT TYPICAL TERMINAL REHEAT UNIT UNDERWRITER'S LABORATORY UNLESS NOTED OTHERWISE UNIT VENTILATOR UNIFORM MECHANICAL CODE UNIFORM PLUMBING CODE UNIFORM BUILDING CODE UNIFORM PLUMBING CODE UNDERGROUND VOLT VOLTS AC VOLTS DC VOLUME DAMPER VACUUM VARIABLE AIR VOLUME VELOCITY VENTILATION FAN VENT THROUGH ROOF VOLUME VOLTS/PHASE/HERTZ WITH WITHOUT WASTE WET BULB WATER CLOSET WALL CLEAN OUT WATER GAUGE WATER HAMMER ARRESTOR WATER TANK WEIGHT WATER GENERAL FIRE PROTECTION NOTES 1 THESE NOTES SHALL APPLY TO ALL FIRE PROTECTION DRAWINGS AND ALL ASPECTS OF FIRE PROTECTION FOR THIS PROJECT. 2 PROVIDE MODIFICATIONS TO EXISTING FIRE SPRINKLER SYSTEM AS REQUIRED BY NFPA 13 AND AHJ TO ACCOUNT FOR THE CHANGES OF CEILINGS AND WALLS, ETC.. THAT ARE A PART OF THIS PROJECT'S SCOPE OF WORK. 3 THESE DRAWINGS ARE CONCEPTUAL AND ARE FOR INFORMATIONAL AND BIDDING PURPOSES ONLY. THE SPRINKLER CONTRACTOR SHALL PROVIDE COMPLETE SHOP DRAWINGS AND SUBMIT TO THE AUTHORITY HAVING JURISDICTION FOR FIRE SPRINKLER PERMIT. THE SPRINKLER CONTRACTOR'S SHOP DRAWINGS SHALL BE APPROVED BY THE ARCHITECT & ENGINEER AND AUTHORITY HAVING JURISDICTION. THE CONTRACTOR SHOP DRAWINGS SHALL BE AVAILABLE ON—SITE FOR INSPECTION PURPOSES. THE CONTRACTOR SHOP DRAWINGS AND INSTALLATION OF THE SYSTEM SHALL BE AS SPECIFIED IN DIVISION 13 AND AS SHOWN ON THESE DRAWINGS. 4 THE FIRE SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH ALL DISCIPLINES, INCLUDING ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL ON PIPING PLACEMENT, ROUTING SPRINKLER HEADS AND SPRINKLER HEAD OBSTRUCTIONS. PROVIDE ADDITIONAL PIPING AND SPRINKLER HEADS AS REQUIRED. 5 REFER TO ARCHITECTURAL DRAWINGS FOR PIPE ROUTING DETAILS IN SPACES WITH EXPOSED SPRINKLER PIPING. AIRFLOW BALANCING CALCULATIONS TERMINALS TERMINALS: N Eau RG -1 2412 350 EG -1 2412 350 TYP 2 CEIUNG DIFFUSER, TYPE 1 BALANCEK TO 350 CFM FLOW ARROWS SHOWN ONLY IF AIR FLOW IS NOT SYMMETRICAL RETURN GRILLE, TYPE 1 24x12 NECK BALANCE TO 350 CFM EXHAUST GRILL, TYPE 1 24x12 NECK BALANCE TO 350 CFM TYPICAL OF 2 HVAC EQUIPMENT UNIT VENTILATOR UNIT HEATER DRAWING SYMBOLS NORTH, NORTH ARROW SECTION IDENTIFICATION SHEET IDENTIFICATION COLUMN GRID SYMBOLS GENERAL MECHANICAL NOTES NUMBER IDENTIFICATION FLAG MECHANICAL NOTES NUMBER IDENTIFICATION SHEET INDEX SHEET T1TLE NO. M0.01 SYMBOLS, LEGEND, ABBREVIATIONS & NOTES M0.02 SCHEDULES M1.00 LEVEL 1 HVAC PLAN M3.00 DETAILS M3.01 KITCHEN HOODS & EQUIP. REFERENCE DRAWINGS M3.02 KITCHEN HOODS & EQUIP. REFERENCE DRAWINGS M3.03 KITCHEN HOODS & EQUIP. REFERENCE DRAWINGS M3.04 KITCHEN HOODS & EQUIP. REFERENCE DRAWINGS M3.05 KITCHEN HOODS & EQUIP. REFERENCE DRAWINGS TOTAL AREA SERVED (SF) 1,640 VENT CFM/SF 1.55 1.55 1.55 AIR CHANGES/HR 6.7 6.7 6.7 CIRC CFM/SF 3.9 NET AIR BALANCE CFM/SF —0.09 0.18 2.30 TOTAL RTU CFM % OF RTU NET BALANCE 4,400 4,400 4,400 —4% 7% 86% Pr)) MECHANICAL LEGEND SYMBOL DESCRIPTION EXISTING WORK OR BACKGROUND INFORMATION (LIGHT UNE NEW WORK (HEAVY UNE) RELOCATE EXISTING EQUIPMENT ITEM OR DEVICE INDICATED ////// EXISTING EQUIPMENT OR DUCTWORK TO BE SELECTIVELY DEMOLISHED TYPICAL EQUIPMENT DESIGNATION (EXHAUST FAN SHOWN) UNDER CUT DOOR 3/4" CONTROLS CARBON MONOXIDE (CO) SENSOR CO2 SENSOR OCCUPANCY (CO2) SENSOR ROOM THERMOSTAT (T) ISD I IONIZATION TYPE SMOKE DETECTOR DUCTWORK f -12x8 -1==:$ r I D4 4- I --I 4 - AP 'SFD CRDC FD'SD♦ 4 DUCT (1ST FIGURE = SIDE SHOWN, 2ND FIGURE = SIDE NOT SHOWN) FLEXIBLE CONNECTION ACOUSTIC DUCT VOLUME DAMPER 45' TAKE—OFF 90' RECTANGULAR TAKE—OFF WITH FLEXIBLE DUCT SUPPLY AIR DUCT TURNING UP OR TOWARD TURNING AIR DUCT AWAY RETURN OR EXHAUST AIR DUCT TURNING UP OR TOWARDS RETURN OR EXHAUST AIR DUCT TURNING DOWN OR AWAY TURNINGD UPT OR TOWARD ROUND DUCT TURNING DOWN OR AWAY INCLINE RISE (R), OR DROP (D) IN DIRECTION ROW ACCESS PANNEL((A)oR ROUND DUCT OR PHASE INDICATOR BACKDRAFT DAMPER MOTORIZED DAMPER COMBINATION SMOKE/FIRE DAMPER CEIUNG DIFFUSER OR GRILLE RADIATION DAMPER ARE DAMPER (FD) SMOKE DAMPER (SD) 90' ELBOW, R/W OR RID = 1.5 gm URNING F-VVANNEER SSOW 90' CONICAL SPIN—IN TfBRoOATNT ON ORRREDU O IFOoUDE (FLAT NOTED WYE FITTING 90' DIVERGING RECTANGULAR TEE, EITHER RADIUS OR TURNING VANES Sp A Quo L pR '�0 RECEIVED CITY OF TUKWILA SEP 1.6 2013 PERMIT CENTER CC ^w CC 0 LL. w C/) REUSE OF DOCULENTS VERY SCALE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF HV ENGINEERING, INC. AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF HV ENGINEERING. COPYRIGHT, HV ENGINEERING, INC. BAR MEASURES ONE INCH ON ORIGINAL DRAWING 0" liomminimmi 1" IF NOT ONE INCH ON THIS DRAWING, ADJUST SCALES ACCORDINGLY. NY Englneering, Inc Consulting Mechanical Engineers 7100 Linden Ave. N., Suite 1 Seattle, Washington, 98103 Phone: (206) 706-9669 Fax: (206) 706-1830 www.hvengineering. biz DIME—I11 OR CARRY --OUT N 3 ARCHITECTS Lc 3218 EASTLAKE AVE. EAST SUITE 1B SEATTLE . WA .98102 206.402.5783 info@n3architects.com Project WINGSTOP 17410 SOUTHCENTER PARKWAY TUKWILA, WA 98188 Sheet Title SYMBOLS, LEGEND, ABBREVIATIONS & NOTES DRAWINGS, SPECIFICATIONS AND OTHER VISUAL MATERIALS, AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF THE ARCHITECT WHETHERTHE PROJECT FOR WHICH THEY ARE MADE BE EXECUTED OR NOT. THE ARCHITECT RETAINS ALL COMMON LAW,. STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Revisions Date 9/13/13 Project No. 2013-076 N 3 ARCHITECTS, LLC COPYRIGHT 2013 Scale 1/4"=1' Sheet No. M0.01 CFM SUPPLY SIDE SERVICE CO2 MIN OSA NORM OSA ECONOMIZER RTU -2 Dining POWER EXHAUST 250 700 2,400 RTU -1 KITCHEN POWER EXHAUST 225 225 2,000 MAU-1 KITCHEN 1,920 1,920 1,920 EF -3 TOTAL SUPPLY 2,395 2,845 6,320 TOTAL AREA SERVED (SF) 1,640 VENT CFM/SF 1.55 1.55 1.55 AIR CHANGES/HR 6.7 6.7 6.7 CIRC CFM/SF 3.9 NET AIR BALANCE CFM/SF —0.09 0.18 2.30 TOTAL RTU CFM % OF RTU NET BALANCE 4,400 4,400 4,400 —4% 7% 86% Pr)) MECHANICAL LEGEND SYMBOL DESCRIPTION EXISTING WORK OR BACKGROUND INFORMATION (LIGHT UNE NEW WORK (HEAVY UNE) RELOCATE EXISTING EQUIPMENT ITEM OR DEVICE INDICATED ////// EXISTING EQUIPMENT OR DUCTWORK TO BE SELECTIVELY DEMOLISHED TYPICAL EQUIPMENT DESIGNATION (EXHAUST FAN SHOWN) UNDER CUT DOOR 3/4" CONTROLS CARBON MONOXIDE (CO) SENSOR CO2 SENSOR OCCUPANCY (CO2) SENSOR ROOM THERMOSTAT (T) ISD I IONIZATION TYPE SMOKE DETECTOR DUCTWORK f -12x8 -1==:$ r I D4 4- I --I 4 - AP 'SFD CRDC FD'SD♦ 4 DUCT (1ST FIGURE = SIDE SHOWN, 2ND FIGURE = SIDE NOT SHOWN) FLEXIBLE CONNECTION ACOUSTIC DUCT VOLUME DAMPER 45' TAKE—OFF 90' RECTANGULAR TAKE—OFF WITH FLEXIBLE DUCT SUPPLY AIR DUCT TURNING UP OR TOWARD TURNING AIR DUCT AWAY RETURN OR EXHAUST AIR DUCT TURNING UP OR TOWARDS RETURN OR EXHAUST AIR DUCT TURNING DOWN OR AWAY TURNINGD UPT OR TOWARD ROUND DUCT TURNING DOWN OR AWAY INCLINE RISE (R), OR DROP (D) IN DIRECTION ROW ACCESS PANNEL((A)oR ROUND DUCT OR PHASE INDICATOR BACKDRAFT DAMPER MOTORIZED DAMPER COMBINATION SMOKE/FIRE DAMPER CEIUNG DIFFUSER OR GRILLE RADIATION DAMPER ARE DAMPER (FD) SMOKE DAMPER (SD) 90' ELBOW, R/W OR RID = 1.5 gm URNING F-VVANNEER SSOW 90' CONICAL SPIN—IN TfBRoOATNT ON ORRREDU O IFOoUDE (FLAT NOTED WYE FITTING 90' DIVERGING RECTANGULAR TEE, EITHER RADIUS OR TURNING VANES Sp A Quo L pR '�0 RECEIVED CITY OF TUKWILA SEP 1.6 2013 PERMIT CENTER CC ^w CC 0 LL. w C/) REUSE OF DOCULENTS VERY SCALE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF HV ENGINEERING, INC. AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF HV ENGINEERING. COPYRIGHT, HV ENGINEERING, INC. BAR MEASURES ONE INCH ON ORIGINAL DRAWING 0" liomminimmi 1" IF NOT ONE INCH ON THIS DRAWING, ADJUST SCALES ACCORDINGLY. NY Englneering, Inc Consulting Mechanical Engineers 7100 Linden Ave. N., Suite 1 Seattle, Washington, 98103 Phone: (206) 706-9669 Fax: (206) 706-1830 www.hvengineering. biz DIME—I11 OR CARRY --OUT N 3 ARCHITECTS Lc 3218 EASTLAKE AVE. EAST SUITE 1B SEATTLE . WA .98102 206.402.5783 info@n3architects.com Project WINGSTOP 17410 SOUTHCENTER PARKWAY TUKWILA, WA 98188 Sheet Title SYMBOLS, LEGEND, ABBREVIATIONS & NOTES DRAWINGS, SPECIFICATIONS AND OTHER VISUAL MATERIALS, AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF THE ARCHITECT WHETHERTHE PROJECT FOR WHICH THEY ARE MADE BE EXECUTED OR NOT. THE ARCHITECT RETAINS ALL COMMON LAW,. STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Revisions Date 9/13/13 Project No. 2013-076 N 3 ARCHITECTS, LLC COPYRIGHT 2013 Scale 1/4"=1' Sheet No. M0.01 CFM EXHAUST SIDE SERVICE CO2 MIN OSA NORM OSA ECONOMIZER RTU -2 Dining POWER EXHAUST — 0 — RTU -1 KITCHEN POWER EXHAUST — 0 — EF -2 TOILET ,ROOM 75 75 75 EF -3 TOILET ROOM 75 75 75 EF -1 HOOD #1 2,400 SUBTOTAL 2,400 2,400 2,400 2,400 TOTAL EXHAUST 2,550 2,550 2,550 NET BALANCE (155) 295 3,770 TOTAL AREA SERVED (SF) 1,640 VENT CFM/SF 1.55 1.55 1.55 AIR CHANGES/HR 6.7 6.7 6.7 CIRC CFM/SF 3.9 NET AIR BALANCE CFM/SF —0.09 0.18 2.30 TOTAL RTU CFM % OF RTU NET BALANCE 4,400 4,400 4,400 —4% 7% 86% Pr)) MECHANICAL LEGEND SYMBOL DESCRIPTION EXISTING WORK OR BACKGROUND INFORMATION (LIGHT UNE NEW WORK (HEAVY UNE) RELOCATE EXISTING EQUIPMENT ITEM OR DEVICE INDICATED ////// EXISTING EQUIPMENT OR DUCTWORK TO BE SELECTIVELY DEMOLISHED TYPICAL EQUIPMENT DESIGNATION (EXHAUST FAN SHOWN) UNDER CUT DOOR 3/4" CONTROLS CARBON MONOXIDE (CO) SENSOR CO2 SENSOR OCCUPANCY (CO2) SENSOR ROOM THERMOSTAT (T) ISD I IONIZATION TYPE SMOKE DETECTOR DUCTWORK f -12x8 -1==:$ r I D4 4- I --I 4 - AP 'SFD CRDC FD'SD♦ 4 DUCT (1ST FIGURE = SIDE SHOWN, 2ND FIGURE = SIDE NOT SHOWN) FLEXIBLE CONNECTION ACOUSTIC DUCT VOLUME DAMPER 45' TAKE—OFF 90' RECTANGULAR TAKE—OFF WITH FLEXIBLE DUCT SUPPLY AIR DUCT TURNING UP OR TOWARD TURNING AIR DUCT AWAY RETURN OR EXHAUST AIR DUCT TURNING UP OR TOWARDS RETURN OR EXHAUST AIR DUCT TURNING DOWN OR AWAY TURNINGD UPT OR TOWARD ROUND DUCT TURNING DOWN OR AWAY INCLINE RISE (R), OR DROP (D) IN DIRECTION ROW ACCESS PANNEL((A)oR ROUND DUCT OR PHASE INDICATOR BACKDRAFT DAMPER MOTORIZED DAMPER COMBINATION SMOKE/FIRE DAMPER CEIUNG DIFFUSER OR GRILLE RADIATION DAMPER ARE DAMPER (FD) SMOKE DAMPER (SD) 90' ELBOW, R/W OR RID = 1.5 gm URNING F-VVANNEER SSOW 90' CONICAL SPIN—IN TfBRoOATNT ON ORRREDU O IFOoUDE (FLAT NOTED WYE FITTING 90' DIVERGING RECTANGULAR TEE, EITHER RADIUS OR TURNING VANES Sp A Quo L pR '�0 RECEIVED CITY OF TUKWILA SEP 1.6 2013 PERMIT CENTER CC ^w CC 0 LL. w C/) REUSE OF DOCULENTS VERY SCALE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF HV ENGINEERING, INC. AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF HV ENGINEERING. COPYRIGHT, HV ENGINEERING, INC. BAR MEASURES ONE INCH ON ORIGINAL DRAWING 0" liomminimmi 1" IF NOT ONE INCH ON THIS DRAWING, ADJUST SCALES ACCORDINGLY. NY Englneering, Inc Consulting Mechanical Engineers 7100 Linden Ave. N., Suite 1 Seattle, Washington, 98103 Phone: (206) 706-9669 Fax: (206) 706-1830 www.hvengineering. biz DIME—I11 OR CARRY --OUT N 3 ARCHITECTS Lc 3218 EASTLAKE AVE. EAST SUITE 1B SEATTLE . WA .98102 206.402.5783 info@n3architects.com Project WINGSTOP 17410 SOUTHCENTER PARKWAY TUKWILA, WA 98188 Sheet Title SYMBOLS, LEGEND, ABBREVIATIONS & NOTES DRAWINGS, SPECIFICATIONS AND OTHER VISUAL MATERIALS, AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF THE ARCHITECT WHETHERTHE PROJECT FOR WHICH THEY ARE MADE BE EXECUTED OR NOT. THE ARCHITECT RETAINS ALL COMMON LAW,. STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Revisions Date 9/13/13 Project No. 2013-076 N 3 ARCHITECTS, LLC COPYRIGHT 2013 Scale 1/4"=1' Sheet No. M0.01 2012 WASHINGTON STATE ENERGY CODE COMPLIANCE REQUIREMENTS MECHANICAL SYSTEMS SHALL BE DESIGNED AND CONSTRUCTED TO COMPLY WITH THE 2012 WSEC (SEE PARTIAL LIST OF REQUIREMENTS BELOW) 2012 NREC PARAGRAPH NO. CODE PROVISION INFORMATION REQUIRED ADDITIONAL REQUIREMENTS EQUIPMENT SIZING AND PERFORMANCE RTU -2 C403.2.1 Load calculations Load calculations shall be performed per ASHRAE Std 183 or equivalent per Chapter 3 REFER TO ATTACHED CALCULATIONS C403.2.2 C403.2.3 & C403.2.3.2 & Equipment and system sizing Equipment minimum efficiency Output capacity of heating and cooling equipment and systems do not exceed calculated loads, note exceptions taken Provide equipment schedules or complete MECH-SUM tables with type, capacity, efficiency, test standard (or other efficiency source) for all mechanical equipment REFER TO ATTACHED CALCULATIONS SEE ATTACHED MECHANICAL SCHEDULES ON DRAWINGS C403.2.5 C403.2.12.1 Minimum ventilation Ventilation (natural or mechanical) provided per IMC; indicate mechanical ventilation is capable of being reduced to minimum requirement per IMC SEE ATTACHED CALCULATIONS, MECHANICAL SCHEDULES AND SEQUENCE OF OPERATION C403.2.13 Electric motor efficiency Motors shall meet or exceed NEMA Standard MG -1 for Energy Efficient motors. Provide equipment schedule with hp, rpm, efficiency for all motors; note except. SEE ATTACHED SCHEDULES C403.2.10.3 & C403.2.13 Fractional hp fan motors Fan motors 1/12 to 1 hp are ECM type or shall be 65 efficient per NEMA Standard MG -1 at Full load rating conditions. SEE ATTACHED SCHEDULES HVAC SYSTEM CONTROLS AND CRITERIA Cv C403.2.4.1 Thermostatic controls Indicate locations of thermostatic control zones on plans, including perimeter systems SEE ATTACHED PLANS C403.2.4.2 Setpoint overlap (deadband) Automatic setback and shutdown Indicate 5F deadband minimum for systems controlling both heating & cooling Indicate zone t -stat controls with required automatic setback & manual override SEE ATTACHED SEQUENCE OF OPERATION ON DRAWINGS SEE ATTACHED SEQUENCE OF OPERATION ON DRAWINGS C403.2.4.3 C403.2.4.3.3 Automatic (optimum) start Dampers Indicate system controls that adjust equip start time to match load conditions (7 day programmable with 2 hour override/or occupancy sensor). Provide OSA, exhaust, relief and return air dampers with AMCA rated leakage and control type (motorized or gravity; note exceptions taken) provide class 1A motorized dampers, <=4cfm/sf at 1.0" w.c. per AMCA 500D SEE ATTACHED SEQUENCE OF OPERATION ON DRAWINGS C402.4.5.2 & C403.2.4.4 C403.2.5.1 Demand controlled ventilation Provide DCV for high -occupancy spaces unless exceptions apply. SEE ATTACHED SEQUENCE OF OPERATION ON DRAWINGS C403.2.5.4.1 Kitchen exhaust hoods Indicate kitchen hoods requiring make-up air; indicate make-up air source and conditioning method NET SENSIBLE CAPACITY -MBH DUCTING SYSTEMS C403.2.7.1 & C403.2.7.3 Duct construction Indicate all ductwork constructed and sealed per IMC, C402 leakage requirements and IBC vapor retarder requirements SEE NOTES ON M0.1 C403.2.7.3.1-3 Duct pressure classifications Identify location of low (<=2" W.C.), medium (2-3 " WC.) and high (>3 W.C.) pressure ductwork on plans NOTE, ALL DUCTWORK ON PROJECT IS LOW PRESSURE. C403.2.7.1 / 2 Duct insulation Indicate R -value of insulation on ductwork, insulate ductwork per this section SEE NOTES ON M0.1 _ PIPING SYSTEMS C403.2.8 Piping insulation Indicate R -value of insulation on piping SEE NOTES ON MO.1 C403.2.8.1 Piping insulation exposed to weather Indicate method of protection from damage/degredation _PROVIDE ALUMINUM JACKET ON EXTERIOR PIPING: SIMPLE SYSTEMS C403.3.1 Air economizer required Air economizer capacity Air economizer high limit controls Indicate cooling systems requiring economizer controls; note in equip sched. Indicate modulating OSA control capability up to 100% OSA, or exception Indicate high limit shut-off control method per Table C403.3.1.1.3(2) SEE NOTES ON M0.1 SEE SEQUENCE OF OPERATION AND PACKAGED ROOFTOP UNIT SCHEDULES _ SEE SEQUENCE OF OPERATION C403.3.1.1.1 C403.3.1.1.3 C403.1.1.2 Integrated air economizer operation Indicate capability for partial air economizer operation for systems with capacity > 65,000 btuh SEE SEQUENCE OF OPERATION Service Water Systems C404.2 Water -heating equip min. efficiency Provide equipment schedule or complete MECH-SUM table with type, capacity, efficiency, test standard (or other efficiency source) AIRFLOW -CFM C404.3 Temperature controls Indicate temperature controls have required setpoint capability . C404.4 Heat traps Indicate piping connected to equipment have heat traps on supply & discharge 5.46 C404.6 Service water piping insulation Indicate R -value of insulation on piping; note exceptions taken - C404.7 / 8 Circulation systems and heat trace shut-off Indicate shut-off capability based on occupancy and periods of limited demand AIRFLOW -CFM (TOTAL) PACKAGED AIR CONDITIONING UNIT SCHEDULE MARK MANUFACTURER DESCRIPTION NOTES EQUIPMENT NUMBER R1U-1 RTU -2 MOUNT 48" ABOVE FINISHED FLOOR CO2 AIRIEST TECHNOLOGIES ROUND CEILING, VERTICAL TO HORIZONTAL DISCHARGE PATTERN, ADJUSTABLE CO2 DEMAND VENTILATION SENSOR, TR9290-L UNIT LOCATION ROOF ROOF COLOR SELECTION BY ARCHITECT TO MATCH CEILING AREA SERVED KITCHEN DINING CEILING AREA SERVED KITCHEN AREA WINGSTOP TYPE GAS PACKAGE GAS PACKAGE SYSTEM TYPE 1 HOOD EXH Cv Cv FAN DUCT CONFIGURATION DOWNFLOW DOWNFLOW COOLING UPBLAST CEILING 614 HEATING TOTAL NOMINAL CAPACITY -TONS 5 6 ENERGY SOURCE TOTAL CAPACITY MBH 62,120 77,170 NA INPUT MBH NET SENSIBLE CAPACITY -MBH 49,930 55,390 12'-0" OUTPUT MBH ENT AIR TEMP -DEG F DB 77 78.5 4'-0" SERVICE CONDITIONS ENT AIR TEMP -DEG F WB 62.4 64.5 2'-0" CAPACITY -CFM OA DEG -F DB 85 85 EXTERNAL STATIC PRESSURE INCHES MINIMUM SEER[4] 13.0 16" SPEED -RPM EER 11.0 11.2 BRAKE HORSEPOWER -MAX IEER WIDTH 13.0 SUPPLY FAN EFFICIENCY % IPLV AIRFLOW -CFM INLET TEMP -DEG F NUMBER OF COMPRESSORS 1 1 ESP -IN WG [4] ALTITUDE -FT SYSTEM POWER KW 5.46 6.36 MOTOR HORSEPOWER OUTDOOR FAN 200 12" MOTOR BHP AIRFLOW -CFM (TOTAL) 3,245 6,037 MAXIMUMS NUMBER OF FANS 1 1 A/C CONNECTION OUTLET VELOCITY -FPM MOTOR HORSEPOWER (EA) 0.40 0.70 NA BLADE TIP SPEED -FPM MOTOR DRIVE DIRECT DIRECT NOISE REQUIREMENTS (MAXIMUM) - DBA FAN TYPE PROPELLER PROPELLER 11.4 HEATING MAKE MOTOR EFFICIENCY-% ENERGY SOURCE GAS GAS THICKNESS -INCHES INPUT MBH 60 120 111 MAXIMUM VELOCITY (FPM) OUTPUT MBH 48 97.2 1 7.6 WATTS AFUE % 80% 81% 962 NUMBER OF STAGES 1 1 AMBIENT TEMP (DEG F) 23 23 120/1/60 EATDEG F)64.7 CAP11VEAIRE 56.3 LAT ((DEG F) 86.9 93.8 SUPPLY FAN 2,000 2,400 REMARKS [1] MOTOR EFFICIENCY SHALL MEET OR EXCEED REQUIREMENTS OF WSEC. [21 SEE M3`04`FOR ADDITIONAL INFORMATION ON EF -1 AIRFLOW -CFM WEIGHT (LBS) MIN. OSA-CFM 225 700 DEMAND CO2 MIN OSA - CFM [7] NA 225 CAPTIVE AIRE ESP -IN WG 1.5J 0.75 1.00 MOTOR HORSEPOWER 1 1 REMARKS 1 2 3 [4 MOTOR BHP 1 0.92 MOTOR DRIVE BELT BELT FAN RPM 1130 844 FAN TYPE FC CENT. FC CENT. FILTER TYPE THROWAWAY THROWAWAY EFFICIENCY-% 30 30 30/30 THICKNESS -INCHES 2" 2" MAXIMUM VELOCITY (FPM) 250 250 SOUND RA11NG (DB) 82 89 ELECTRICAL VOLTS -PHASE -HERTZ 208/3/60 208/3/60 MCA 29.5 36.5 MOCP 45 50 WEIGHT LBS.) 700 900 ADDITIONAL REMARKS 01 [2], [3] DI 1.2.1._L31 [6], 17] MANUFACTURER- DESIGN BASIS TRANE TRANE MODEL YSCO6OE3RL YSC072E3RM REMARKS [5] ESP EXTERNAL TO UNIT, DOES NOT INCLUDE WET COIL, FILTER, ECONOMIZER, ETC. 1] PROVIDE 100% OSA ECONOMIZER. [6] PROVIDE CO2 SENSOR KIT FOR DEMAND CONTROLLED VENTILATION 2]PROVIDE SPRING ISOLATION CURB THYCURB "VIBRO-CURB III". [7] MINIMUM DEMAND CO2 CONTROLLED OSA CFM IS EQUAL AREA OUTDOOR AIRFLOW RATE 3PROVIDE POWER EXHAUST IN BREATHING ZONE PER 2012 IMC TABLE 403.3 [4] AT ARI 210/240 CONDITIONS (EER ON UNITS OVER 5 TONS) DIVIDED BY ZONE AIR DISRIBUTTON EFFECTIVENESS (SEE CALCULATION BELOW) FAN SCHEDULE MARK MANUFACTURER DESCRIPTION NOTES EQUIPMENT NUMBER EF -1 EF -2 & 3 MOUNT 48" ABOVE FINISHED FLOOR CO2 AIRIEST TECHNOLOGIES ROUND CEILING, VERTICAL TO HORIZONTAL DISCHARGE PATTERN, ADJUSTABLE CO2 DEMAND VENTILATION SENSOR, TR9290-L SERVICE ROOF 1/2" EGGCRATE RETURN GRILLE COLOR SELECTION BY ARCHITECT TO MATCH CEILING 1 LOCATION ROOF CEILING AREA SERVED KITCHEN AREA WINGSTOP BATHROOMS SYSTEM TYPE 1 HOOD EXH FAN TYPE DIRECT GAS FIRED 2400 FAN TYPE UPBLAST CEILING 614 HEATING BLADE TYPE CENT. CENT. ENERGY SOURCE DISCHARGE UB INLINE NA INPUT MBH COATING LENGTH 12'-0" OUTPUT MBH DRIVE TYPE BELT DIRECT 4'-0" SERVICE CONDITIONS 92% HEIGHT 2'-0" CAPACITY -CFM 2400 80 EXTERNAL STATIC PRESSURE INCHES 1 0.25 16" SPEED -RPM 962 1,130 NA BRAKE HORSEPOWER -MAX 50.0 WIDTH NA SUPPLY FAN EFFICIENCY % SUPPLY DUCT CONNECTION, IN. AIRFLOW -CFM INLET TEMP -DEG F 70 70 ESP -IN WG [4] ALTITUDE -FT SEA LEVEL SEA LEVEL MOTOR HORSEPOWER WEIGHT 200 12" MOTOR BHP CONTROLLED . LIGHT SWITCH MAXIMUMS BELT A/C CONNECTION OUTLET VELOCITY -FPM 1137 COLLAR SIZE NA BLADE TIP SPEED -FPM FC QTY CFM EA NA NOISE REQUIREMENTS (MAXIMUM) - DBA MANUFACTURER -DESIGN BASIS SONES 11.4 0.4 MAKE MOTOR EFFICIENCY-% 30% MODEL ENCLOSURE TYPE THICKNESS -INCHES 2 1,2,3, 4 MINIMUM EFFICIENCY 111 MAXIMUM VELOCITY (FPM) HORSEPOWER 1 7.6 WATTS SPEED -RPM 962 ELECTRICAL 1VOLTS-PHASE-HERTZ 208/3/60 120/1/60 MANUFACTURER -DESIGN BASIS CAP11VEAIRE PANASONIC NCA16FA FV-08VK3 12] MOP REMARKS [1] MOTOR EFFICIENCY SHALL MEET OR EXCEED REQUIREMENTS OF WSEC. [21 SEE M3`04`FOR ADDITIONAL INFORMATION ON EF -1 MAKEUP AIR UNIT SCHEDULE MARK MANUFACTURER DESCRIPTION NOTES EQUIPMENT NUMBER MAU-1 ELECTRONIC PROGRAMMABLE THERMOSTAT MOUNT 48" ABOVE FINISHED FLOOR CO2 AIRIEST TECHNOLOGIES ROUND CEILING, VERTICAL TO HORIZONTAL DISCHARGE PATTERN, ADJUSTABLE CO2 DEMAND VENTILATION SENSOR, TR9290-L UNIT LOCATION ROOF 1/2" EGGCRATE RETURN GRILLE COLOR SELECTION BY ARCHITECT TO MATCH CEILING 1 PLANS FOR CEIUNG FINISH REQUIREMENTS - LE. T -BAR VS. GWB, PAINT COLOR, ETC. AREA SERVED KITCHEN 1 SERVICE CONDITIONS TYPE DIRECT GAS FIRED 2400 INDOOR WEIGHT 614 HEATING OVE ALL HOOD SIZE, IN. ENERGY SOURCE NATURAL GAS DIA. NA INPUT MBH 61 LENGTH 12'-0" OUTPUT MBH 56 WIDTH 4'-0" AFUE % 92% HEIGHT 2'-0" NUMBER OF STAGES 30:1 MODULATING EXHAUST DUCT CONNECTION, IN. OAT DEG F 23 DIA. 16" EAT DEG F 23.0 LENGTH NA LAT (EGF 50.0 WIDTH NA SUPPLY FAN SUPPLY DUCT CONNECTION, IN. AIRFLOW -CFM 1,920 DIA. NA ESP -IN WG [4] 0.75 LENGTH 28" MOTOR HORSEPOWER 1.5 WIDTH 12" MOTOR BHP EXHAUST COLLAR . MOTOR DRIVE BELT A/C CONNECTION FAN RPM 1137 COLLAR SIZE NA FAN TYPE FC QTY CFM EA NA FILTER MANUFACTURER -DESIGN BASIS TYPE PLEATED MAKE CAPTIVEAIRE EFFICIENCY-% 30% MODEL ND-2-ACPSP-F THICKNESS -INCHES 2 1,2,3, 4 MAXIMUM VELOCITY (FPM) SOUND RA11NG (DBA) SONES 20 ELECTRICAL VOLTS -PHASE -HERTZ 208/3/60 FLA 4.7 MCA MOP WEIGHT (LBS) 700 MANUFACTURER- DESIGN BASIS CAPTIVE AIRE A1 -D.250 -G10 (1], [2] REMARKS 1 2 3 [4 SEE M3.04 FOR FURTHER INFORMATION PROVIDE MOTORIZED OSA DAMPER PER WSEC. AT ARI 210/240 CONDITIONS ESP EXTERNAL TO UNIT, DOES NOT INCLUDE FILTER, INTERNAL LOSSES, ETC. HOOD SCHEDULE MARK MANUFACTURER DESCRIPTION NOTES EQUIPMENT NUMBER HD-1 ELECTRONIC PROGRAMMABLE THERMOSTAT MOUNT 48" ABOVE FINISHED FLOOR CO2 AIRIEST TECHNOLOGIES ROUND CEILING, VERTICAL TO HORIZONTAL DISCHARGE PATTERN, ADJUSTABLE CO2 DEMAND VENTILATION SENSOR, TR9290-L TYPE TYPE 1 1/2" EGGCRATE RETURN GRILLE COLOR SELECTION BY ARCHITECT TO MATCH CEILING 1 PLANS FOR CEIUNG FINISH REQUIREMENTS - LE. T -BAR VS. GWB, PAINT COLOR, ETC. LOCATION KITCHEN 1 SERVICE CONDITIONS CAPACITY -CFM 2400 WEIGHT 614 OVE ALL HOOD SIZE, IN. DIA. NA LENGTH 12'-0" WIDTH 4'-0" HEIGHT 2'-0" EXHAUST DUCT CONNECTION, IN. DIA. 16" LENGTH NA WIDTH NA SUPPLY DUCT CONNECTION, IN. DIA. NA LENGTH 28" WIDTH 12" EXHAUST COLLAR . PRESSURE DROP IN. W.G. 0.531 A/C CONNECTION COLLAR SIZE NA QTY CFM EA NA MANUFACTURER -DESIGN BASIS MAKE CAPTIVEAIRE MODEL ND-2-ACPSP-F NOTES 1,2,3, 4 REMARKS 1 PROVIDE PLATE, BALANCING DAMPER AND ADJUST TO SETPOINT NOTED 2 PROVIDE ENERGY RECOVERY SENSOR TO CONTROL EF -1 AND MUA-1 BASED UPON HOOD EXHAUST TEMPERATURE 3 PROVIDE FIRE SUPPRESSION CABINET AND SYSTEM FOR HOOD - COORDINATE LOCATION OF CABINET IN FIELD 4 SEE M3.01 THROUGH M43.04 FOR FURTHER INFORMATION CONTROLS SCHEDULE MARK MANUFACTURER DESCRIPTION NOTES Tx TTTUS TMS ELECTRONIC PROGRAMMABLE THERMOSTAT MOUNT 48" ABOVE FINISHED FLOOR CO2 AIRIEST TECHNOLOGIES ROUND CEILING, VERTICAL TO HORIZONTAL DISCHARGE PATTERN, ADJUSTABLE CO2 DEMAND VENTILATION SENSOR, TR9290-L MOUNT 48" ABOVE FINISHED FLOOR GRILLE, REGISTER AND DIFFUSER SCHEDULE MARK MAKE/MODEL DESCRIPTION NOTES CD -1 TTTUS TMS HIGH PERFORMANCE SQUARE CEILING DIFFUSER COLOR SELECTION BY ARCHITECT TO MATCH CEILING CD -2 TITUS TMRA ROUND CEILING, VERTICAL TO HORIZONTAL DISCHARGE PATTERN, ADJUSTABLE COLOR SELECTION BY ARCHITECT TO MATCH CEIUNG RG -1 TITUS 50F 1/2" EGGCRATE RETURN GRILLE COLOR SELECTION BY ARCHITECT TO MATCH CEILING NOTE: REFER TO ARCHITECTURAL PLANS FOR CEIUNG FINISH REQUIREMENTS - LE. T -BAR VS. GWB, PAINT COLOR, ETC. SEPq CITY RECEIVED TUKWILA PERMR�4TE APPROVAL REQUIRED SEP 1 6 2013 PERMIT CENTER CC LU 0�+ LLQ 0 LL REUSE OF DOCUMENTS VEFFY SCALE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF HV ENGINEERING, INC. AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF HV ENGINEERING. COPYRIGHT, HV ENGINEERING, INC. BAR MEASURES ONE INCH ON ORIGINAL DRAWING 0" iiiimmusummi 1" IF NOT ONE INCH ON THIS DRAWING, ADJUST SCALES ACCORDINGLY. HV Enginaerbig, Inc. Consulting Mechanical Engineers 7100 Linden Ave. N., Suite 1 Seattle, Washington, 98103 Phone: (206) 706-9669 Fax: (206) 706-1830 www.hvengineering. biz DI>XE-I>r OR CARRY -ORT N 3 ARCHITECTS Lc 3218 EASTLAKE AVE. EAST SUITE 1B SEATTLE .WA .98102 206.402.5783 info@n3architects.com Project Sheet Title WINGSTOP 17410 SOUTHCENTER PARKWAY TUKWILA, WA 98188 SCHEDULES DRAWINGS, SPECIFICATIONS AND OTHER VISUAL MATERIALS, AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF THE ARCHITECT WHETHERTHE PROJECT FOR WHICH THEY ARE MADE BE EXECUTED OR NOT. THE ARCHITECT RETAINS ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Revisions Date Scale 9/13/13 Project No. 2013-076 N 3 ARCHITECTS, LLC COPYRIGHT 2013 Sheet No. M0.02 34x18 SA & 32x18 RA UP TO RTU -2 CLEAR INSIDE CENTER OF DUCT LIM E' '.+.1 • J,jA "w m III n Ih r---77"••••11 RTU -2 74"G 26x12 C9 1 73 41g WINGSTOP ROOF TOP 0 (E)AIR INTAKE IS > 10' FROM EF -1—\ 1"G 16'0 UP TO EF -1 ON ROOF \ ---_ EXISTING ROOFTOP UNIT 1,701 MBH (1;+¢-2LB./11 "W.C. GAS REGULATOR TERMINATE GAS PRV VENT 10' FROM AIR INTAKES 2"G DN 11/4 MPG MPG MPG 2Ki"G SEE NOTE 37 ON 7 P0.01 AND 38 ON M0.01. TYP. WATER HEATER VENT EXISTING ROOFTOP UNIT (E) EF -2 & EF -3 EXHAUST HOOD 14"G NT SEWER VENTS (E) 20x20 \ X11 16x16 SA & 24x14 RA UP TO ,A�'RTU 1 \— -,11/41111itilidv qox;o_III1I17iIIii1 trang LEVEL 1 HVAC PLAN j SCALE: w = 1'-0" cc 0 z ROOF HVAC PLAN SCALE: 34." = 1'—O" cc0 SHEET NOTES REPLACE EXISTING BATHROOM EXHAUST FANS WITH NEW, CONNECT TO EXISITNG DUCTWORK. CONNECT NEW 1 'MPG TO EXISTING 11/'4 GAS PIPING, UPGRADE GAS METER TO 2 PSI METER AND RE—USE EXISTING GAS PIPING AS NEEDED. (E) METER IS LOCATED 0 NW CORNER OF BLDG 3N WESTERN WALL COORDINATE NEW METER REQUIREMENTS W/PSE. FIELD VERIFY EXACT DUCT ROUTING W/EXISTING STRUCTURE. ROUTE DUCT BETWEEN STRUCTURE W/BOD ABOVE BOS COORDINATE EXACT LOCATION OF T—STAT W/ARCHITECT. PROVIDE LOCKING COVER. RECONFIGURE (E) SA/RA DUCTWORK UP TO NEW REPLACEMENT RTU -1 AS REQUIRED. FIELD VERIFY EXISTING CONDITIONS. 8"0 SA CONNECTION TO HOOD, 175 CFM. 28X12 MUA CONNECTION TO HOOD, 960 CFM. 26X12 UP TO 14X12 MAU-1 SA CONNECTION W/TRANSITION IN VERTICAL. COORDINATE ACCESS REQUIREMENTS INTO ADJACENT 11 SPACE WITH LANDLORD. DEMO ALL (E) DUCTWORK & DIFFUSERS DOWNSTREAM OF THIS LOCATION. FIELD VERIFY (E) CONDITIONS. CAP (E) BRANCH RA CONNECTIONS 0 THIS LOCATION. FIELD VERIFY (E) CONDITIONS. DEMO (E) CAP ON END OF DUCT & INSTALL RG -1 AS SHOWN. NOTE: EF -1 DISCHARGE LOCATION SHOWN IS > 10' FROM (2) ALL AIR INTAKES, PROPERTY LINES & VERITCAL BUILDING SURFACES. NOTE: AIR INTAKE LOCATION SHOWN IS > 10' FROM ALL PLUMBING VENTS & EXHAUST SYSTEMS. COORDINATE LOCATION W/STRUCTURAL, SEE STRUCTURAL DWGS FOR FURTHER INFORMATION. PROVIDE CURB ADAPTER OR NEW CURB TO ALLOW INSTALLATION OF NEW RTU -1 IN LOCATION OF (E) RTU. DEMO (E) R 0 THIS LOCATION & REPLACE W/NEW RTU -1. GENERAL NOTES 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS & LOCATIONS OF DUCTWORK CONNECTION I—"' POINTS. 2. ALL DUCTWORK SHOWN SHALL BE INSTALLED ABOVE CEILING (SEE ARCH. PINGS FOR CEILING SYSTEM) 2. ALL ROOF WORK SHALL BE DONE BY LANDLORD APPROVED ROOFING CONTRACTOR. E PATE NTAND OVAL UIRED RECEIVED CITY OF TUKWILA SEP 1 6 2013 PERMIT CENTER CC W ISL. CC 0 0 w C/) REUSE OF DOCUKENTS VERFY SCALE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF HV ENGINEERING, INC. AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF HV ENGINEERING. COPYRIGHT, HV ENGINEERING, INC. BAR MEASURES ONE INCH ON ORIGINAL DRAWING 0" 1" IF NOT ONE INCH ON THIS DRAWING, ADJUST SCALES ACCORDINGLY. HY Engineering, h Consulting Mechanical Engineers 7100 Linden Ave. N., Suite 1 Seattle, Washington, 98103 Phone: (206) 706-9669 Fax: (206) 706-1830 www.hvengineering. biz 3 DIns-III 0= CARRY --OUT N 3 ARCHITECTS Lc 3218 EASTLAKE AVE. EAST SUITE 1B SEATTLE . WA . 98102 206.402.5783 info@n3architects.com Project Sheet Title WINGSTOP 17410 SOUTHCENTER PARKWAY TUKWILA, WA 98188 LEVEL 1 HVAC PLAN DRAWINGS, SPECIFICATIONS AND OTHER VISUAL MATERIALS, AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF THE ARCHITECT WHETHERTHE PROJECT FOR WHICH THEY ARE MADE BE EXECUTED OR NOT. THE ARCHITECT RETAINS ALL COMMON LAW,. STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Revisions Date 9/13/13 Project No. 2013-076 N 3 ARCHITECTS, LLC COPYRIGHT 2013 Scale 1/4" =1' Sheet No. M1.00 HVAC SYSTEM CONTROLS AND SEQUENCE OF OPERATION GENERAL: SEQUENCES OF OPERATION SHALL IN GENERAL BE ACCOMPLISHED USING MANUFACTURER'S STANDARD CONTROLS AS SPECIFIED SUPPLEMENTED BY ADDITIONAL DDC CONTROLS/DEVICES AS REQUIRED IN ORDER TO PROVIDE REQUIRED SEQUENCES OF OPERATION (SEE SPECIFICATIONS FOR FURTHER DETAILS). ALL TEMPERATURE SET POINTS SHALL BE ADJUSTABLE. ALL CONTROL SYSTEMS SHALL COMPLY WITH THE 2012 WA STATE ENERGY CODE. SEE M0.01 FOR (SEE M0.01) PROVIDE OPTIMUM START CONTROLS PER ENERGY CODE SECTION. PACKAGED ROOFTOP UNIT SEQUENCE OF OPERATION (RTU -2) OCCUPIED HEATING RTU FAN SHALL OPERATE CONTINUOUSLY. OSA DAMPER SHALL OPERATE AS REQUIRED FOR VENTILATION CONTROL LISTED BELOW. WHEN HEATING IS CALLED FOR, AS DETERMINED BY ROOM T—STAT, BURNER SHALL BE ENERGIZED AS REQUIRED TO SATISFY THE SPACE TEMPERATURE. CO2 SENSOR SHALL OVERRIDE THE ABOVE DAMPER CONTROL PER THE VENTILATION CONTROL REQUIREMENTS LISTED BELOW. OCCUPIED COOLING DURING CALL FOR COOLING, INTEGRATED ENTHALPY BASED ECONOMIZER CONTROL SHALL PROVIDE COOLING TO SPACE BY MODULATING THE OSA DAMPER UP TO 100% OSA AND CLOSING THE RA DAMPER. WHEN ECONOMIZER OPERATION IS UNABLE TO SATISFY THE SPACE TEMPERATURE, CONDENSING UNIT SHALL BE ENERGIZED. DURING MECHANICAL COOLING, THE ENTHALPY BASED ECONOMIZER CONTROL SHALL EVALUATE WHETHER THE OSA DAMPER SHOULD BE AT MINIMUM OR MAXIMUM POSITION BASED ON THE ENTHALPY OF THE OSA. CORRESPONDING MOTORIZED RELIEF DAMPER/POWER EXHAUST SHALL BE CLOSED/OFF AT MINIMUM OSA POSITION AND SHALL BE OPEN/ENERGIZED WHENEVER OSA CFM IS OVER 1000 CFM. CO2 SENSOR SHALL OVERRIDE THE ABOVE DAMPER CONTROL PER THE VENTILATION CONTROL REQUIREMENTS LISTED BELOW. VENTILATION CONTROL DURING OCCUPIED HOURS OSA DAMPER SHALL BE AT MINIMUM OSA—CFM (SEE EQUIPMENT SCHEDULE) UNLESS THE CO2 SENSOR DETECTS A RISE IN OCCUPANCY (300 PPM OVER AMBIENT, ADJUSTABLE) THAT WOULD REQUIRE MORE CFM THAN IS DELIVERED AT MINIMUM POSITION. IN THAT EVENT, THE OSA, RELIEF AND RA DAMPERS SHALL MODULATE AS REQUIRED TO MAINTAIN THE CO2 LEVEL BETWEEN 300 TO 500 PPM OVER AMBIENT LEVEL. DURING UNOCCUPIED HOURS, SUPPLY FAN AND BURNER/CONDENSER SHALL CYCLE AS REQUIRED TO SATISFY THE SETBACK SPACE TEMPERATURE, OSA DAMPER AND RELIEF DAMPERS SHALL BE CLOSED, POWER EXHAUST OFF AND RETURN AIR DAMPER SHALL BE OPEN UNLESS UNIT IS OPERATING IN ECONOMIZER MODE. (E) RA SMOKE DETECTOR SHALL SHUTDOWN UNIT UPON DETECTION OF PRODUCTS OF COMBUSTION IN THE RETURN AIR STREAM. PACKAGED ROOFTOP UNIT SEQUENCE OF OPERATION (RTU -1) SEQUENCE OF OPERATION SHALL BE IDENTICAL TO THAT LISTED ABOVE EXCEPT FOR THE FOLLOWING: 1. THERE IS NO CO2 DEMAND CONTROLLED VENTILATION. DURING OCCUPIED HOURS, OSA DAMPER SHALL BE AT MINIMUM POSITION SHOWN ON EQUIPMENT SCHEDULE. EXCEPT WHEN UNIT IS IN ECONOMIZER MODE. 2. UNIT SHALL BE INTERLOCKED ON TO PROVIDE MIN. OSA CFM RATE WHENEVER EF -1 IS ENERGIZED. MAKE UP AIR UNIT SEQUENCE OF OPERATION (MAU-1) MAU-1 SHALL BE INTERLOCKED TO OPERATE WHENEVER EF -1 IS ENERGIZED. OSA DAMPER SHALL BE AT 100% OPEN WHENEVER MAU-1 IS ENERGIZED.. MAU-1 CONTROLS SHALL ENERGIZE AND STAGE BURNER ON AS REQUIRED TO SATISFY THE SUPPLY AIR TEMPERATURE SET POINT (INITIALLY SET AT 60 DEG F) AS DETERMINED BY A DUCT MOUNTED TEMPERATURE SENSOR. MAU-1 SHALL BE OFF AND OSA DAMPER CLOSED WHENEVER EF -1 IS OFF. MAU-1 SHALL BE INTERLOCKED TO SHUT OFF WHEN ONE OF THE TYPE 1 HOODS (THAT IT SERVES) FIRE EXTINGUISHING SYSTEM IS ACTIVATED. EXHAUST FAN SEQUENCE OF OPERATION EF -1 SHALL BE ENERGIZED BY HOOD OR WALL MOUNTED SWITCH PROVIDED BY HOOD SUPPLIER OR DIVISION 26 AND WITH HOOD TIMER CONTROLS. MAU-1 SHALL BE INTERLOCKED ON WHENEVER EF -1 IS ENERGIZED. EF -2 AND EF -3 SHALL BE ENERGIZED BY WALL MOUNTED LIGHT SWITCHES PROVIDED BY DIVISION 26. / A/C UNIT UNIT CURB CURB INSULATION PROVIDE VIBRATION ISOLATION CURB A/C UNIT RAIL SECURE A/C UNIT TO CURB W/ 3/8" X 4" LG. BOLT PER STRUCTURAL & MANUFACTURER'S REQUIREMENTS X8 WOOD NAILER OOFING MATERIAL CURB LEVELING FRAME SECURE LEVELING FRAMES TO DECKING W/SELF TAPPING SCREWS(1 ® EACH CORNER) 2X4 CROSS BRACE SECURE A/C CURB TO ROOF DECK W/ SELF TAPPING SCREWS 6"O.C.(TYP. ALL FOUR SIDES OF CURB). DO NOT PENETRATE COMPLETELY IF ROOF DECK IS VISIBLE FROM BELOW ROOF DECK A-, 7 //////7_//// TYPICAL A/C UNIT MOUNTING OSA INTAKE W/ PACKAGED ECONOMIZER CONTROLS CURB INSULATION BY ROOFING CONTRACTOR 506.3.7 SLOPE DUCT MINIMUM OF 4" VERTICAL PER FOOT HORIZONTAL WHERE TOTAL HORIZONTAL RUN IS LESS THAN 75 FEET — OTHERWISE SLOPE HORIZONTAL SECTIONS OF DUCT AT 1" VERTICAL PER 12"HORIZ'NTA U.L. LISTED FAN W/ HINGED BASE. MOUNT ON EXHAUST DUCT. FLARE DUCT AS REQ'D. TO MATCH FAN BASE. TWO—PIECE ZRAINSHIELD AROUND DUCT. ATTACH W/ THUMBSCREWS. BRACKET DUCT TO TOP OF SHAFT AT FOUR POINTS. 506.5.5 DISCHARGE TERMINATION °CATION TO BE A MINIMUM OF 40" //1 - ABOVE THE ROOF OR 10' ABOVE PARKING DECK. SECURE HOOD TO STRUCTURE ABOVE — SEE STRUCTURAL DETAILS 506.3.8&9 GREASE DUCT CLEANOUTS. PROVIDE ACCESS DOORS AT EACH CHANGE I DIRECTION AS SHOWN AND PER THE REQUIREMENTS OF CODE. CLEANOUT ACCESS AT HOOD DISCHARGE 506.3.2.2 DUCT—TO—HOOD JOINTS SHALL BE EXTERNAL LIQUID—TIGHT WELDED 507 TYPE 1 UL710 HOOD. 507.6 SUPPORT AT EACH CORNER TO STRUCTURE ABOVE WITH ALL THREAD RODS. 507.9 PROVIDE CLEARANCE TO COMBUSTIBLES PER REQUIREMENTS OF UL LISTING. 507.16 PROVIDE PERFORMANCE TEST AT COMPLETION OF INSTALLATION 1 MAX. 4'-0" MIN. 6'-6" KITCHEN 506.3.10 PROVIDE 2 HOUR ASTM E 2336 LISTED FIRE WRAP (3M FIRE BARRIER DUCT WRAP 615+ OR EQUAL) IN LIEU OF REASE DUCT ENCLOSURE PER EXCEPTION NO. 1. INSTALL PER THE REQUIREMENTS OF THE MANUFACTURER'S LISTING INSTRUCTIONS. ROD HANGERS UP TO STRUCTURE, TYPICAL HOOD (SEE SCHEDULE) - 3" FROM 1—HOUR FIRE RESISITIVE SHEILD WITH MINIMUM 6" OVERHANG ON EACH SIDE OF COOKING EQUIPMENT BELOW FLOOR MIN. 6' FROM EDGE OF UNIT TO EDGE OF CONCRETE PAD ON ALL SIDES PROVIDE VIBRATION ISOLATION CURB (TYP.) ROOFING (SEE SPECS.) ALL WORK BY LL APPROVED ROOFING CONTRACTOR. F EX DUCT CONNECTION RETURN AIR DUCT ROOF DECK PROVIDE 4 LAYERS OF 5/8" GWB UNDER ENTIRE CURB BASE. FILL REMAINDER W/ACOUSTIC LINER ALL AROUND DUCTS. DOUBLE WALL PERFORATED DUCT 1><I ® ON FIRST 15' OF SA/RA DUCTWORK COORDINATE STRUCTURAL UPGRADE REQUIREMENTS WITH STRUCTURAL TYPICAL SECTION THRU STANDARD CURB ROOF TOP UNIT DETAIL TYPE 1 KITCHEN HOOD DETAIL NOT TO SCALE SECURE EXHAUST FAN TO ROOF CURB AS REQUIRED. (MINIMUM 2 FASTENERS PER SIDE) ROOFING- ROOF INSULATIO ROOF STRUCTURE EXTEND FIRE WRAP THROUGH CURB. 506.3.9.2 PROVIDE GREASE DUCT VERTICAL CLEANOUTS WHERE DUCTS PASS THROUGH FLOORS. 506.3.1 DUCTS: 16 GA. BLACK IRON OR 18 GA. STAINLESS STEEL — CONTRACTOR OPTION 506.3.2 LIQUID TIGHT EXTERNAL WELDED 506.3.4 AIR VELOCITY IN DUCT NOT LESS THAN 500 FPM. NOTES: 506.3.12.3 TERMINATION LOCATION FOR EXHAUST FAN SHALL BE LOCATED NOT LESS THAN 10 FEET HORIZONTALLY FROM PARTS OF THE SAME OR CONTIGUOUS BUILDINGS, ADJACENT PROPERTY LINES AND AIR INTAKE OPENINGS INTO ANY BUILDING AND SHALL BE LOCATED NOT LESS THAN 10 FEET ABOVE THE ADJOINING GRADE LEVEL. 506.5.5 TERMINATION LOCATION EXCEPTION: THE MINIMUM HORIZONTAL DISTANCE BETWEEEN VERTICAL DISCHARGE FANS AND PARAPET—TYPE BUILDING STRUCTURES SHALL BE 2 FEET PROVIDED THAT SUCH STRUCTURES ARE NOT HIGHER THAN THE TOP OF THE FAN DISCHARGE OPENING. INTERFACE HOOD CONTROLS AS FOLLOWS: WHEN HOOD IS ENERGIZED THE EXHAUST FAN SHALL RUN. WHEN FIRE IS SENSED BY HOOD FIRE CONTROL CABINET THE SOLENOID GAS VALVE TO THE APPLIANCES BELOW THE HOOD WILL BE CLOSED. TEST GREASE DUCT WITH A 100 WATT LAMP/BULB PER IMC SECTION 506.3.2.5. r f +� SEAL ALL JOINTS h —UPBLAST EXHAUST FAN EXHAUST FAN DETAIL SCALE: NTS 3 :EPARATE. EApp �' "AND REQUOVgL RED FLASH AND COUNTERFLASH ROOF CURB FACTORY FABRICATED INSULATED ROOF CURB COMPATIBLE WITH ROOF. RECEIVED CITY OF TUKWILA SEP 1 6 2013 PERMIT CENTER I-- CC w^I.�� 0 LL 0 w C/) C/) REUSE OF DOCUMENT'S VERIFY SCALE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS NE PROPERTY OF HV ENGINEERING, INC. AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF HV ENGINEERING. COPYRIGHT, HV ENGINEERING, INC. BAR MEASURES ONE INCH ON ORIGINAL DRAWING 0" 1" IF NOT ONE INCH ON THIS DRAWING, ADJUST SCALES ACCORDINGLY. Consulting Mechanical Engineers 7100 Linden Ave. N., Suite 1 Seattle, Washington, 98103 Phone: (206) 706-9669 Fax: (206) 706-1830 www.hvengineering. biz 3 DIVE—IA OR CARRY --OUT N 3 ARCHITECTS tic 3218 EASTLAKE AVE. EAST SUITE 1B SEATTLE . WA .98102 206.402.5783 info@n3architects.com Project WINGSTOP 17410 SOUTHCENTER PARKWAY TUKWILA, WA 98188 Sheet Title DETAILS & SEQUENCE OF OPERATIONS DRAWINGS, SPECIFICATIONS AND OTHER VISUAL MATERIALS, AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF THE ARCHITECT WHETHERTHE PROJECT FOR WHICH THEY ARE MADE BE EXECUTED OR NOT. THE ARCHITECT RETAINS ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Revisions Date Scale 9/13/13 Project No. 2013-076 N 3 ARCHITECTS, LLC COPYRIGHT 2013 Sheet No. M3.00 ROOF MOUNTED PACKAGE A/C UNIT /� 1 MAX. 4'-0" MIN. 6'-6" KITCHEN 506.3.10 PROVIDE 2 HOUR ASTM E 2336 LISTED FIRE WRAP (3M FIRE BARRIER DUCT WRAP 615+ OR EQUAL) IN LIEU OF REASE DUCT ENCLOSURE PER EXCEPTION NO. 1. INSTALL PER THE REQUIREMENTS OF THE MANUFACTURER'S LISTING INSTRUCTIONS. ROD HANGERS UP TO STRUCTURE, TYPICAL HOOD (SEE SCHEDULE) - 3" FROM 1—HOUR FIRE RESISITIVE SHEILD WITH MINIMUM 6" OVERHANG ON EACH SIDE OF COOKING EQUIPMENT BELOW FLOOR MIN. 6' FROM EDGE OF UNIT TO EDGE OF CONCRETE PAD ON ALL SIDES PROVIDE VIBRATION ISOLATION CURB (TYP.) ROOFING (SEE SPECS.) ALL WORK BY LL APPROVED ROOFING CONTRACTOR. F EX DUCT CONNECTION RETURN AIR DUCT ROOF DECK PROVIDE 4 LAYERS OF 5/8" GWB UNDER ENTIRE CURB BASE. FILL REMAINDER W/ACOUSTIC LINER ALL AROUND DUCTS. DOUBLE WALL PERFORATED DUCT 1><I ® ON FIRST 15' OF SA/RA DUCTWORK COORDINATE STRUCTURAL UPGRADE REQUIREMENTS WITH STRUCTURAL TYPICAL SECTION THRU STANDARD CURB ROOF TOP UNIT DETAIL TYPE 1 KITCHEN HOOD DETAIL NOT TO SCALE SECURE EXHAUST FAN TO ROOF CURB AS REQUIRED. (MINIMUM 2 FASTENERS PER SIDE) ROOFING- ROOF INSULATIO ROOF STRUCTURE EXTEND FIRE WRAP THROUGH CURB. 506.3.9.2 PROVIDE GREASE DUCT VERTICAL CLEANOUTS WHERE DUCTS PASS THROUGH FLOORS. 506.3.1 DUCTS: 16 GA. BLACK IRON OR 18 GA. STAINLESS STEEL — CONTRACTOR OPTION 506.3.2 LIQUID TIGHT EXTERNAL WELDED 506.3.4 AIR VELOCITY IN DUCT NOT LESS THAN 500 FPM. NOTES: 506.3.12.3 TERMINATION LOCATION FOR EXHAUST FAN SHALL BE LOCATED NOT LESS THAN 10 FEET HORIZONTALLY FROM PARTS OF THE SAME OR CONTIGUOUS BUILDINGS, ADJACENT PROPERTY LINES AND AIR INTAKE OPENINGS INTO ANY BUILDING AND SHALL BE LOCATED NOT LESS THAN 10 FEET ABOVE THE ADJOINING GRADE LEVEL. 506.5.5 TERMINATION LOCATION EXCEPTION: THE MINIMUM HORIZONTAL DISTANCE BETWEEEN VERTICAL DISCHARGE FANS AND PARAPET—TYPE BUILDING STRUCTURES SHALL BE 2 FEET PROVIDED THAT SUCH STRUCTURES ARE NOT HIGHER THAN THE TOP OF THE FAN DISCHARGE OPENING. INTERFACE HOOD CONTROLS AS FOLLOWS: WHEN HOOD IS ENERGIZED THE EXHAUST FAN SHALL RUN. WHEN FIRE IS SENSED BY HOOD FIRE CONTROL CABINET THE SOLENOID GAS VALVE TO THE APPLIANCES BELOW THE HOOD WILL BE CLOSED. TEST GREASE DUCT WITH A 100 WATT LAMP/BULB PER IMC SECTION 506.3.2.5. r f +� SEAL ALL JOINTS h —UPBLAST EXHAUST FAN EXHAUST FAN DETAIL SCALE: NTS 3 :EPARATE. EApp �' "AND REQUOVgL RED FLASH AND COUNTERFLASH ROOF CURB FACTORY FABRICATED INSULATED ROOF CURB COMPATIBLE WITH ROOF. RECEIVED CITY OF TUKWILA SEP 1 6 2013 PERMIT CENTER I-- CC w^I.�� 0 LL 0 w C/) C/) REUSE OF DOCUMENT'S VERIFY SCALE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS NE PROPERTY OF HV ENGINEERING, INC. AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF HV ENGINEERING. COPYRIGHT, HV ENGINEERING, INC. BAR MEASURES ONE INCH ON ORIGINAL DRAWING 0" 1" IF NOT ONE INCH ON THIS DRAWING, ADJUST SCALES ACCORDINGLY. Consulting Mechanical Engineers 7100 Linden Ave. N., Suite 1 Seattle, Washington, 98103 Phone: (206) 706-9669 Fax: (206) 706-1830 www.hvengineering. biz 3 DIVE—IA OR CARRY --OUT N 3 ARCHITECTS tic 3218 EASTLAKE AVE. EAST SUITE 1B SEATTLE . WA .98102 206.402.5783 info@n3architects.com Project WINGSTOP 17410 SOUTHCENTER PARKWAY TUKWILA, WA 98188 Sheet Title DETAILS & SEQUENCE OF OPERATIONS DRAWINGS, SPECIFICATIONS AND OTHER VISUAL MATERIALS, AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF THE ARCHITECT WHETHERTHE PROJECT FOR WHICH THEY ARE MADE BE EXECUTED OR NOT. THE ARCHITECT RETAINS ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Revisions Date Scale 9/13/13 Project No. 2013-076 N 3 ARCHITECTS, LLC COPYRIGHT 2013 Sheet No. M3.00 11VGJ1J HOOD NO.MODEL 11`11' Ill 161Y1t111V1V ti tJ.. it LENGTH / vvv vow MAX, COOKING TEMP. EXHAUST PLENUM MUA CFM AC CFM HOOD C❑NSTRUGTI❑N HOOD CONFIG. TOTAL EXH. CFM RISER(S) END TO END ROW WIDTH LENG. DIA, CFM S,P. 12400 4824 ND-2-ACPSP-F 12' 0.00' 450 Deg, Alum Baffle w/ Handles 4 16' 16' 2400 -0,531' 1920 700 430 SS Where Exposed ALONE ALONE 0,268' YES LBS 4 16' l7IJUJJ HOODWIRE NO, iivr wiiviA11 MY FILTER(S) LIGHT(S) UTILITY CABINET(S) FIRE SYSTEM PIPING HOOD HANGING WGHT TYPE QTY, HEIGHT LENGTH QTY, TYPE GUARD LOCATION FIRE SYSTEM ELECTRICAL SWITCHES TYPE SIZE MODEL # QUANTITY 1 Alum Baffle w/ Handles 4 16' '614 4 Incandescent NO Wall Mnt Ansul R102 3,0/3.0 960 0,268' YES LBS 4 16' 20' HOOD NO. POS. LENGTH WIDTH HEIGHT ❑PTI❑N RISER(S) 1 BACKSPLASH 78.00' High X 144.00" Long 430 SS HOOD N❑ POS. LENGTH WIDTH HEIGHT TYPE RISER(S) WIDTH LENG. DIA. CFM S.P. 1 Front 144' 24' 6' MUA 12' 28' 960 0.268' MUA 12' 28' 960 0,268' AC 8' 175 0,092' AC 8' 175 0,092' AC 8' 175 0.092' AC 8' 175 0.092' 2400 CFM IN 16' DIA. EXHAUST COLLAR = 1719 FPM HOOD CONSTRUCTION OF 18 GAUGE AND 20 GAUGE METAL '-g<31,/ /// ///A- U.L. Listed Incandescent Light Fixture -High Temp Assembly 016' 12' TD TEMPERATURE SENSOR INSTALLED IN EXHAUST HOOD COLLAR 18' 3 72' 36' 72' 36' 12' 0.00'Nom./12' 0.00'OD 36' 18' PLAN VIEW - Hood #1 12' 0.00" LONG 4824ND-2-ACPSP-F NOTE! Additional hanging angles provided for hoods 12' and longer. CALC ULA TIONS UTILIZED Calculations utilized are based on the hood's ETL Listing Exhaust CFM = 12 foot X 200 CFM/tin. ft. (load) = 2400 cfm Supply CFM = 2400 Exhaust CFM X 80 percent = 1920 cfm CFM Total Duct Area = 144 X FPM (Note 1) Total Duct Area Duct Length = Duct Depth (Note 2) 1) Captive -Aire ventilator duct sizes are calculated using an Exhaust velocity of 1500 - 1800 FPM and a Supply velocity of 800 - 1000 FPM. 2) Please consult factory for PIOXIMur. allowable duct sizes. ACPSP ships loose for field installation HOOD HANGING ANGLE DETAIL 1/2' DYL ALL THREAD ROD CONNECTED 10 ROOF JOIST THROUGH ANOTHER HANGING ANGLE AC -PSP HANGING ANGLE DETAIL ND -2 Specification The model ND -2 is an exhaust only canopy hood rated for all types of cooking equipment. The hood shall have the size, shape and performance specified on drawings. Construction shall be type 430 stainless steel with a #3 or #4 polish where exposed. Individual component construction shall be determined by the manufacturer, ETL, and NSF. Construction shall be dependent on the structural application to minimize distortion and other defects, All seams, joints and penetrations of' the hood enclosure to the lower outermost perimeter that directs and captures grease -laden vapor and exhaust gases shall have a liquid -tight continuous external weld in accordance with NFPA 96, Hood shall be wall type with a minimum of' four connections for hanger rods. Connectors shall have 9/16' holes pre -punched in 1 3¢' x 1 36' angle iron at the factory to allow for hanger rod connection by others. Ventilator shall be furnished with U.L. classified aluminum baffle filters, supplied in size and quantity as required by ventilator. The fitters shall extend -the full length of the hood and the filler panels shall not be more than 6° in width. The hood manufacturer shall supply complete computer generated submittal drawings including hood sections view(s) and hood plan view(s). These drawings must be available to the engineer, architect and owner for their use in construction, operation and maintenance. Exhaust duct collar to be 4' high with 1' flange. Duct sizes, CFM and static pressure requirements shall be as shown on drawings. Static pressure requirements shall be precise and accurate air velocity and volume Information shall be accurate within 1 -ft increments along the length of the ventilator, U.L. incandescent light fixtures and globes shall be installed and pre -wired -to a junction box. The light fixtures shall be installed with a maximum of 4'0' spacing on center and allow up to a 100 watt standard light bulb. The hood shall have: A double wall insulated front to eliminate condensation and Increase rigidity. The Insulation shalt have a flexural modulus of 475 EI, meet UL 181 requirements and be in accordance with NFPA 90A and 90B. An integral front baffle to direct grease laden vapors -toward the exhaust filter bank. A built-in wiring chase provided for outlets and electrical controls on -the hood face and shall not penetrate the capture area or require an external chaseway, Removable grease cup for easy cleaning. The hood shall be ETL Listed as 'Exhaust Hood Without Exhaust Damper', NSF Listed and built in accordance with NFPA 96. The hood shall be listed for 450°F cooking surfaces at 150 CFM/ft, 600°F cooking surfaces at 200 CFM/ft, and 700°F cooking surfaces at 250 CFM/ft, The hood shall be ETL Listed as 'Exhaust Hood Without Exhaust Damper'. Clearance -to Combustibles: Standard built in 3' rear standoff to meet NFPA 96 requirements, The ND -2 Model has been certified by ITS. This certification mark indicates that the product has been tested to and has met -the minimum requirements of a widely recognized (consensus) U.S. and Canadian products safety standard, that the manufacturing site has been audited, and that the applicant has agreed to a program of periodic factory follow-up inspections to verify continued performance. 1/2' DIA. HEAW DU1Y NUT ONE ABOVE AND ONE BELOW HANGING ANGLE *ROD AND NUTS 10 BE SUPPUED BY INSTALLING CONTRACTOR HANGING ANGLE IS PRE -PUNCHED AT FACTORY ND -2 HANGING ANGLE DETAIL 1/2' DIA, ALL THREAD ROD ,- STEEL HANGING ANGLE CONNECTED TO ROOF JOIST THROUGH ANOTHER HANGING ANGLE 1/2' DIA. HEAVY DUTY NUT AND WASHER - ONE ABOVE AND ONE BELOW HANGING ANGLE ROD, NUTS, AND WASHERS TO BE SUPPLIED BY INSTALLING CONTRACTOR HANGING ANGLE IS PRE -PUNCHED AT FACTORY CAPTIVE-AIRE HOODS ARE BUILT IN COMPLIANCE WITH >$r Intertek NFPA #96 NSF UL 710 & ULC710 STANDARDS ELL, LISTED 3054804-001 EXHAUST RISER HANGING ANGLE 16' ALUM BAFFLE W/ HANDLES AND HOOK 3' INTERNAL STANDOFF IT IS THE RESPONSIBILITY OF THE ARCHITECT/OWNER TO ENSURE THAT THE HOOD CLEARANCE FROM LIMITED -COMBUSTIBLE AND COMBUSTIBLE MATERIALS IS IN COMPLIANCE WITH LOCAL CODE REQUIREMENTS. GREASE DRAIN WITH REMOVABLE CUP AC -PSP Specification The AC -PSP is a dual air stream plenum. The 12' back plenum nearest the hood is the hood make-up air plenum and the 6' front plenum away from the hood is the air-conditioned air plenum. The AC plenum is used in place of typical ceiling diffusers (which should not be located within 10' of the hood). The AC plenum delivers the conditioned air where it is needed most and at tow velocity to maximize hood capture. A/C air should be supplied to the AC plenum up to 80 cfm per linear foot of plenum. -P\fJ_13 48' BACKSPLASH 78.00' HIGH X 144.00' LONG EQUIPMENT BY OTHERS EDI INCANDESCENT LIGHT FIXTURE -HIGH TEMP ASSEMBLY, INCLUDES CLEAR THERMAL AND SHOCK RESISTANT GLOBE (L55 FIXTURE) 24' SUPPLY RISER WITH VOLUME DAMPER 2 3/423.5% OPEN STAINLESS STEEL PERFORATED PANEL 6' 24' NOM. 48.0' MAX FOR QUESTIONS, CALL CAPTIVE-AIRE DALLAS 1901 ROYAL LANE, SUITE 101, DALLAS TX 75229 PHONE: (214) 220-3999 EMAIL: REG45@CAPTIVEAIRE,C❑M 80' AFF TYP. SECTION VIEW - MODEL 4824ND-2-ACPSP-F HOOD - #1 Fp PALATE M AP�TAND REQiDQEDEVAL RECEIVED CITY OF TUKWILA SEP 1 6 2013 PERMIT CENTER CAPTIVE-AIRE HOOD PACKAGE AS SHOWN IS OWNER PROVIDED NV Englneedngs ince Consulting Mechanical Engineers 7100 Linden Ave. N., Suite 1 Seattle, Washington, 98103 Phone: (206) 706-9669 Fax: (206) 706-1830 www.hvengineering. biz DIIil-IR 0111 CLOT --OUT N 3 ARCHITECTS LLC 3218 EASTLAKE AVE. EAST SUITE 1B SEATTLE . WA . 98102 206.402.5783 info@n3architects.com Project WINGSTOP 17410 SOUTHCENTER PARKWAY TUKWILA, WA 98188 Sheet Title KITCHEN HOOD & EQUIPMENT REFERENCE DRAWINGS DRAWINGS, SPECIFICATIONS AND OTHER VISUAL MATERIALS, AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF THE ARCHITECT WHETHERTHE PROJECT FOR WHICH THEY ARE MADE BE EXECUTED OR NOT. THE ARCHITECT RETAINS ALL COMMON LAW,. STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HERON, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF HV ENGINEERING, INC. AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF HV ENGINEERING. COPYRIGHT, HV ENGINEERING, INC. BAR MEASURES ONE INCH ON ORIGINAL DRAWING 0" 1" IF NOT ONE INCH ON THIS DRAWING, ADJUST SCALES ACCORDINGLY. Revisions Date 9/13/13 Project No. 2013-076 N 3 ARCHITECTS, LLC COPYRIGHT 2013 Scale Sheet No. M3.01 Fire System Information - Jo SYSTEM Na _.FIRE TYPE SIZE FLOW POINTS INSTALLATION SYSTEM L❑CATION ON HOOD 1 Ansul R102 3.0/3.0 18 Wall Mount Right N/A NOTES - FIELD PIPE DROPS AS SHOWN SLEEVING, ELBOWS, TEES, AND NOZZLES SUPPLIED BY CAS RELOCATE NOZZLES IF FLOW PATTERN IS BLOCKED BY SHELVING, SALAMANDERS, ETC. - MAXIMUM 9 ELBOWS IN SUPPLY LINE. MINIMUM 72 INCHES OF AGENT LINE FROM TANK TO FIRST NOZZLE. IF APPLICABLE, PRE -PIPED CHARBROILER DROPS ARE SHIPPED LOOSE. - FACTORY PIPING EXTENDS A MAXIMUM OF 6" ABOVE THE TOP OF THE APPLIANCE DIMENSI❑NS LISTED REPRESENT THE C❑❑KING SURFACE SIZE, NOT THE OVERALL APPLIANCE SIZE. THIS FIRE SYSTEM COMPLIES WITH U.L. 300 REQUIREMENTS Job #: Job Name: Wingstop Drawn By: System Size: ANSUL-3.0/3.0-WC Total FP required: 18 Hood # 1 12' 0.00" Long x 48" Wide x 24" High Riser # 1 Size: 16" Dia. LEGEND - WALL MOUNTED ANSUL SYSTEM 1A 1.5 GALLON TANK 1B 3.0 GALLON TANK 2 AUTOMAN RELEASE 3 3 GALLON TANK ENCLOSURE 3A 6 GALLON TANK ENCLOSURE 4 REGULATED ACTUATOR 5 ANSULEX LIQUID AGENT (3 GAL.) 6 ANSULEX LIQUID AGENT (1.5 GAL.) 7 CARTRIDGE (101-20) 8 CARTRIDGE (101-10) 9 CARTRIDGE (101-30) 9A CARTRIDGE (LT -A-101-30) 9B DOUBLE TANK CARTRIDGE 10 TEST LINK 11 DOUBLE MICR❑SWITCH 2W DUCT NOZZLE (419337) 1W NOZZLE ASSEMBLY (419336) 1F NOZZLE ASSEMBLY (419333) 1N NOZZLE ASSEMBLY (419335) 1/2N NOZZLE ASSEMBLY (419334) 3N NOZZLE ASSEMBLY (419338) 245 NOZZLE ASSEMBLY (419340) 230 NOZZLE ASSEMBLY (419339) 2120 NOZZLE ASSEMBLY (419343) 290 NOZZLE ASSEMBLY (419342) 260 NOZZLE ASSEMBLY (419341) 28 DETECTOR BRACKET 29 LOW TEMP FUSIBLE LINK 30 HIGH TEMP FUSIBLE LINK MGV MECHANICAL GAS VALVE EGV ELECTRICAL GAS VALVE 34 REMOTE MANUAL PULL STATION S SWIVEL ADAPTOR SPECIFICATI❑NS THE RESTAURANT FIRE SUPPRESSION SYSTEM SHALL BE THE PRE-ENGINEERED TYPE WITH A FIXED NOZZLE AGENT DISTRIBUTION NETWORK. IT SHALL BE LISTED WITH UNDERWRITERS LABORATORIES, INC. (UL) THE SYSTEM SHALL BE CAPABLE OF AUTOMATIC DETECTION AND ACTUATION WITH LOCAL OR REMOTE MANUAL ACTUATION. ACCESS❑RIES SHALL BE AVAILABLE FOR MECHANICAL OR ELECTRICAL GAS LINE SHUT-OFF APPLICATIONS. THE EXTINGUISHING AGENT SHALL BE A POTASSIUM CARBONATE, POTASSIUM ACETATE -BASED FORMULATION DESIGNED FOR FLAME KNOCKDOWN AND SECUREMENT OF GREASE RELATED FIRES. IT SHALL BE AVAILABLE IN PLASTIC CONTAINERS WITH INSTRUCTI❑NS FOR LIQUID AGENT HANDLING AND USAGE, THE REGULATED RELEASE MECHANISM SHALL BE COMPATIBLE WITH A FUSIBLE LINK DETECTION SYSTEM. THE FUSIBLE LINK SHALL BE SELECTED AND INSTALLED ACCORDING TO THE OPERATING TEMPERATURE IN THE VENTILATING SYSTEM. THE FUSIBLE LINK SHALL BE SUPPORTED BY A DETECTOR BRACKET/ LINKAGE ASSEMBLY. HOOD. MANUFACTURER TRAINED PERSONNEL WILL TEST THE SYSTEM AND BE WITNESSED BY THE LOCAL AUTHORITY IF APPLICABLE MECHANICAL GAS VALVE SHALL BE MANUAL RESET TYPE. COMPLIES WITH NFPA STANDARD 17A AND 96. PIPING SHALL BE BLACK IRON. NOZZLE BLOW—OFF CAPS SHALL BE RUBBER 'QUICK—SEAL' ADAPTORS AT HOOD AND DUCT PENETRATIONS PRODUCE A LIQUID—TIGHT FITTING The system shall have been tested to the UL Standard for Fire Extinguishing Systems for Protection of Restaurant Cooking Area, UL300, and Listed by Underwriters Laboratories, Inc. It shall be Installed In accordance with the National Fire Protection Association Standard No. 17A Wet Chemical Extinguisher Systems, and No. 96 Standard for the Installation of Equipment for the Removal of Smoke and Grease Laden Vapors from Commercial Cooking Equipment, and comply with all local and/or state codes and standards. 3 4. 000 0 24. 000 u 3 Hood # 1 24. 000 0 24. 000 24.[ 000 3 00 WALL MOUNT FIRE SUPPRESSION SYSTEM - CABINET PLACEMENT IS FOR ILLUSTRATION ONLY SEE ELECTRICAL FOR LOCATION WALL CABINET - OWNER PROVIDED WALL CABINET - HUNG BY HOOD INSTALLER L d 0 A a +1 A 9 N. 7 co x x j LL J • • • -= O LLrn 05 d 0 A a 7 co x x o LJ L rn Lam =°° L 0 aaa T. x X L J L �S o D -.903 r. INCLUDES' FIELD INSTALLATI❑N AND HOOKUP DURING NORMAL BUSINESS HOURS BY CERTIFIED INSTALLERS ONLY IN THE LOCATION NOTED ABOVE, TWO SITE VISITS ONLY (ONE VISIT TO SET PULL STATION & SYSTEM HOOKUP AND ONE VISIT FOR ONE TEST] ADDITIONAL VISITS WILL RESULT IN ADDITI❑NAL CHARGES), ONE MECHANICAL GAS VALVE PER SYSTEM AT A MAXIMUM SIZE OF 2', PERMIT, AND SYSTEM TEST. EXCLUDES. UNION LABOR & PREVAILING WAGE (LABOR & WAGES WILL BE ADDED IF APPLICABLE), GAS VALVE INSTALLATION, ELECTRICAL HOOKUP AND CONNECTIONS, HANGING OF FIRE CABINET, SHUNT TRIP, HANDHELD EXTINGUISHER(S), ON-SITE RE -PIPING DUE TO EQUIPMENT LAYOUT CHANGES. \713 Al41417.41T SQuiii RECEIVED CITY OF TUKWILA• SEP 1 6 2013 PERMIT CENTER CAPTIVE--AIRE HOOD PACKAGE AS SHOWN IS OWNER PROVIDED H CC w SILL 0 LL - w C/) REUSE OF DOf MENI'S VERFY SCALE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF HV ENGINEERING, INC. AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF HV ENGINEERING. COPYRIGHT, HV ENGINEERING, INC. BAR MEASURES ONE INCH ON ORIGINAL DRAWING vilimmommummir IF NOT ONE INCH ON THIS DRAWING, ADJUST SCALES ACCORDINGLY. Consulting Mechanical Engineers 7100 Linden Ave. N., Suite 1 Seattle, Washington, 98103 Phone: (206) 706-9669 Fax: (206) 706-1830 www.hvengineering. biz DI11I-III 0I CARRY -CM N 3 ARCHITECTS ac 3218 EASTLAKE AVE. EAST SUITE 1B SEATTLE . WA . 98102 206.402.5783 info@n3architects.com Project WINGSTOP 17410 SOUTHCENTER PARKWAY TUKWILA, WA 98188 Sheet Title KITCHEN HOOD & EQUIPMENT REFERENCE DRAWINGS DRAWINGS, SPECIFICATIONS AND OTHER VISUAL MATERIALS, AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF THE ARCHITECT WHETHERTHE PROJECT FOR WHICH THEY ARE MADE BE EXECUTED OR NOT. THE ARCHITECT RETAINS ALL COMMON LAW,. STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Revisions Date Scale 9/13/13 Project No. 2013-076 N 3 ARCHITECTS, LLC COPYRIGHT 2013 Sheet No. M3.02 �0 @@ 1N 34 ®O 49.0000 20.0000 20.0000 - 20.0000 - 20.0000 5.0000 --- 37 00' 37.00' 37.00' 37.00' 37.00' L d 0 A a +1 A 9 N. 7 co x x j LL J • • • -= O LLrn 05 d 0 A a 7 co x x o LJ L rn Lam =°° L 0 aaa T. x X L J L �S o D -.903 r. INCLUDES' FIELD INSTALLATI❑N AND HOOKUP DURING NORMAL BUSINESS HOURS BY CERTIFIED INSTALLERS ONLY IN THE LOCATION NOTED ABOVE, TWO SITE VISITS ONLY (ONE VISIT TO SET PULL STATION & SYSTEM HOOKUP AND ONE VISIT FOR ONE TEST] ADDITIONAL VISITS WILL RESULT IN ADDITI❑NAL CHARGES), ONE MECHANICAL GAS VALVE PER SYSTEM AT A MAXIMUM SIZE OF 2', PERMIT, AND SYSTEM TEST. EXCLUDES. UNION LABOR & PREVAILING WAGE (LABOR & WAGES WILL BE ADDED IF APPLICABLE), GAS VALVE INSTALLATION, ELECTRICAL HOOKUP AND CONNECTIONS, HANGING OF FIRE CABINET, SHUNT TRIP, HANDHELD EXTINGUISHER(S), ON-SITE RE -PIPING DUE TO EQUIPMENT LAYOUT CHANGES. \713 Al41417.41T SQuiii RECEIVED CITY OF TUKWILA• SEP 1 6 2013 PERMIT CENTER CAPTIVE--AIRE HOOD PACKAGE AS SHOWN IS OWNER PROVIDED H CC w SILL 0 LL - w C/) REUSE OF DOf MENI'S VERFY SCALE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF HV ENGINEERING, INC. AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF HV ENGINEERING. COPYRIGHT, HV ENGINEERING, INC. BAR MEASURES ONE INCH ON ORIGINAL DRAWING vilimmommummir IF NOT ONE INCH ON THIS DRAWING, ADJUST SCALES ACCORDINGLY. Consulting Mechanical Engineers 7100 Linden Ave. N., Suite 1 Seattle, Washington, 98103 Phone: (206) 706-9669 Fax: (206) 706-1830 www.hvengineering. biz DI11I-III 0I CARRY -CM N 3 ARCHITECTS ac 3218 EASTLAKE AVE. EAST SUITE 1B SEATTLE . WA . 98102 206.402.5783 info@n3architects.com Project WINGSTOP 17410 SOUTHCENTER PARKWAY TUKWILA, WA 98188 Sheet Title KITCHEN HOOD & EQUIPMENT REFERENCE DRAWINGS DRAWINGS, SPECIFICATIONS AND OTHER VISUAL MATERIALS, AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF THE ARCHITECT WHETHERTHE PROJECT FOR WHICH THEY ARE MADE BE EXECUTED OR NOT. THE ARCHITECT RETAINS ALL COMMON LAW,. STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Revisions Date Scale 9/13/13 Project No. 2013-076 N 3 ARCHITECTS, LLC COPYRIGHT 2013 Sheet No. M3.02 SUPPORTING BRACKET (GUY WIRES BY OTHERS) 1 7=Cre Redo OY Du to 26-W Curb 16-20 ADP PART * DV1620ADP 16-40 ADJUSTABLE DUCT PART * 16-29 DUCT DV1629LT "' rar UL 762 Exhaust Fan Vented Curb 20.10" 6" MINIMUM I V ERLAP 16-29 DUCT PART * DV1629LT EQUIPMENT BY OTHERS 4.00' ROOF DECK ADJUSTABLE SECTI❑N OF DUCTWORK ADJUSTABLE FROM 14 .5" 101" NOM. TO 156" NOM. 6' 22' 24.00" NOM. 80.00' A. //V/ /7 A'. SECTION VIEW - MODEL 4824ND-2 F, TYP, GREASE DUCT SPECIFICATI❑N Furnish single-wall, factory built, grease duct for use with Type I kitchen hoods, which conforms to the requirements of NFPA-96. Products shall be ETL listed to UL -1978 for venting air and grease vapors from commercial cooking operations as described in NFPA-96. The duct wall shalt be constructed of .036 thick type 430 stainless steel and be available in diameters 8' -through 24'. All supports, fan adapters, hood connections, fittings and expansion joints required to install grease duct shall be included, Roof penetrations shall comply with listed clearance to combustibles, see 'Clearance to Combust/bees" guide for details, The grease duct will terminate at the fan adapter plate, will be fully welded to the fan adapter plate and the fan adapter plate will be fastened to the curb using a suitably sized fastener provided by others] see page 12 of -the "Installation, Operation and Maintenance Manual" for details, Grease duct joints shall be held together by means of' formed vee clamps and sealed with 3M Fire Barrier 2000+ Screws used to secure the vee clamps shall be of the hex -head type with flanged stops and tapered 'lead 1n' threads for easy starting, Nuts shall be retained by means of a free-floating cage to allow easy alignment, Single -Wall Grease Duct shall be installed in accordance with the manufacturer's 'Installation, Operation and Maintenance Manual", ETL listing and state and local codes, Grease duct installed outside of the building shall be protected against accidental damage or vandalism. Support vertically installed grease duct from the building structure using rigid structural supports, Anchor supports to the structure by welding or bolting steel expansion anchors or concrete inserts. Support horizontally installed grease duct from the building structure using above method or use Duct Mate, Wire Rope & Clutchers, part numbers WR20 & CL20. 1/2' Threaded rod and saddles may also be used for the support of horizontal grease duct. Fans shall be supported independently from the grease duct sections. Protect grease duct from twisting or movement caused by fan torque or vibration. ADJUSTABLE DUCT OVERLAP - MINIMUM DIAMETER OVERLAP 8' 4' 10' 5' 12' 6' 14' 6' 16' 6' 18' 6' 20' 6' 24' 6' HORIZONTAL SUPPORT SPACING - FEET DIAMETER SPACING - FEET 8' 10' 10' 10' 12' 10' 14' 10' 16' 10' 18' 10' 20' 10' 24' 10' CLEARANCE TO COMBUSTIBLES DIAMETER COMBUSTIBLES LIMITED COMBUSTIBLES NON COMBUSTIBLES 8' 18' 3' 0' 10' 18' 3' 0' 12' 18' 3' 0' 14' 18' 3' 0' 16' 18' 3' 0' 18' 18' 3' 0' 20' 18' 3' 0' 24' 18' 3' 0' VERTICAL SUPPORT MAXIMUM SPACING (FT) DUCT DIAMETER MAXIMUM SPACING (FT) 8' 10' 10' 10' 12' 10' 14' 10' 16' 10' 18' 10' 20' 10' 24' 10' FIRE WRAP SPECIFICATION Thermal Ceramics' new Pyroscat(R) Duct Wrap XL is the thinnest and lightest flexible wrap material available that passes the ASTM E 2336 test standard required by the 2006 IMC and NFPA 96 for reduced clearance enclosure materials used to provide 1 or 2 hour fire rating for kitchen exhaust ducts. Duct Wrap XL is also UL Classified and Labeled per IS❑ 6944 as an alternative to a 1 or 2 hour rated enclosure for air ventilation ducts. The Duct Wrap XL core blanket is manufactured using Thermal Ceramics patented Superwool® fiber, a 2000F rated, non-combustible, alkaline -earth silicate wool with low biopersistence. Duct Wrap XL is the product of extensive research and development resulting in break -through improvements In fiberization technology with significant enhancements In thermal properties beneficial to fire protection applications, Duct Wrap XL when used in combination with an approved firestop sealant provides an effective through penetration firestop in rated floor and wall assemblies. Duct Wrap XL is UL Classified and is part of UL's Listing and Follow -Up Service Program to ensure the consistent quality essential to the critical nature of this life -safety application. DUCT SEALANT & TWO ROLLS OF FIREWRAP PROVIDED BY CAPTIVE-AIRE BANDING, CLIPS, AND ALUMINUM TAPE TO BE PROVIDED BY INSTALLER )13 RECEIVED CITY OF TUKWILA SEP 1 6 2013 PERMIT CENTER CAPTIVE-AIRE HOOD PACKAGE AS SHOWN IS OWNER PROVIDED se pgRAre APPROVAL ANQ APPROVAL REQUiREa REUSE OF DOCIAu ENTS VERFY SCALE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF HV ENGINEERING, INC. AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF HV ENGINEERING. COPYRIGHT, HV ENGINEERING, INC. BAR MEASURES ONE INCH ON ORIGINAL DRAWING 0" 1' IF NOT ONE INCH ON THIS DRAWING, ADJUST SCALES ACCORDINGLY. Consulting Mechanical Engineers 7100 Linden Ave. N., Suite 1 Seattle, Washington, 98103 Phone: (206) 706-9669 Fax: (206) 706-1830 www.hvengineering. biz DIRE -Ill 0t CAt1 T OUT N 3 ARCHITECTS LLC 3218 EASTLAKE AVE. EAST SUITE 1B SEATTLE . WA . 98102 206.402.5783 info@n3architects.com Project WINGSTOP 17410 SOUTHCENTER PARKWAY TUKWILA, WA 98188 Sheet Title KITCHEN HOOD & EQUIPMENT REFERENCE DRAWINGS DRAWINGS, SPECIFICATIONS AND OTHER VISUAL MATERIALS, AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF THE ARCHITECT WHETHERTHE PROJECT FOR WHICH THEY ARE MADE BE EXECUTED OR NOT. THE ARCHITECT RETAINS ALL COMMON LAW,. STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Revisions Date Scale 9/13/13 Project No. 2013-076 N 3 ARCHITECTS, LLC COPYRIGHT 2013 Sheet No. M3.03 L,4 .L l.C1 V AJ l l .C3. AV 1.LV d vd YL►di'L d i vi v v V Vr v v v V v ..r va INPUT BTUs as— —•. OUTPUT BTUs v+. — —.-� TEMP. RISE REQUIRED INPUT GAS PRESSURE GAS TYPE 2 YES FAN 55711 FAN 7 In. w.c. - 14 in. w.c. Natural 21.000'W x 71.000'L x 20.000'H Insulated 1 - Low Fire Start 1 - Inlet Pressure Gauge, 0-35' 2 1 - Manifold Pressure Gauge, -5 to 15' we UNIT UNIT FAN UNIT MODEL # MODEL TAG CFM ESP. RPM H.P. 0 VOLT FLA WEIGHT (LBS.) SONES NO. 1 NCA16FA NCA16FA EF1 2400 1.000 962 1.000 3 208 3.3 155 11.4 AWA V L i 1 i i.& • i L r i v i ram's... i a ••••• • L i i cid i./ it ACTUAL AIR DENSITY? va INPUT BTUs as— —•. OUTPUT BTUs v+. — —.-� TEMP. RISE REQUIRED INPUT GAS PRESSURE GAS TYPE 2 YES FAN 55711 26 deg F 7 In. w.c. - 14 in. w.c. Natural 21.000'W x 71.000'L x 20.000'H Insulated 1 - Low Fire Start 1 - Inlet Pressure Gauge, 0-35' 2 1 - Manifold Pressure Gauge, -5 to 15' we UNIT FAN UNIT MODEL # BLOWER H❑USING TAG CFM ESP. RPM H.P. 0 VOLT FLA WEIGHT (LBS.) SONES NO. 2 A1 -D.250 -G10 G10 A1 -D.250 SF1 1920 0.750 1137 1.500 3 208 4.7 592 20 va"a NJ FAN UNIT NO. L i i cid i./ it ACTUAL AIR DENSITY? va INPUT BTUs as— —•. OUTPUT BTUs v+. — —.-� TEMP. RISE REQUIRED INPUT GAS PRESSURE GAS TYPE 2 YES 60555 55711 26 deg F 7 In. w.c. - 14 in. w.c. Natural i FAN UNIT NO. �a i a V— .... OPTION (Qty. - Descr.) 1 1 - Grease Box GRAVITY DAMPER 1 - Fan Base Ceramic Seal - For Grease Ducts 2 1 - Motorized Backdraft Damper for Al -D Housing 1 1 - AC Interlock Relay - 24VAC Coil 21.000'W x 71.000'L x 20.000'H Insulated 1 - Low Fire Start 1 - Inlet Pressure Gauge, 0-35' 2 1 - Manifold Pressure Gauge, -5 to 15' we L ii1r FAN UNIT NO. iiv v ar rr FAN UNIT TAG w v a vva+.r w.r EXHAUST SUPPLY GREASE CUP GRAVITY DAMPER WALL MOUNT SIDE DISCHARGE GRAVITY DAMPER MOTORIZED DAMPER WALL MOUNT 1 EF1 YES 21.000'W x 71.000'L x 20.000'H Insulated 2 SF1 YES V LI l NO. VA." re. AJ FAN AJ -La .LIi L LJd L r../ WEIGHT ITEM SIZE 1 # 1 41 LBS Curb 26.500'W x 26.500'L x 20.000'H Vented Hinged 2 # 2 63 LBS Curb 21.000'W x 71.000'L x 20.000'H Insulated FAN #2 A1 -D.250 -G10 - HEATER (SF1) 1. DIRECT GAS FIRED HEATED MAKE UP AIR UNIT WITH 10' BLOWER 2, INTAKE HOOD WITH EZ FILTERS 3. DOWN DISCHARGE - AIR FLOW RIGHT -> LEFT 4. MOTORIZED BACK DRAFT DAMPER 16' X 18' FOR SIZE 1 STANDARD & MODULAR DIRECT FIRED HEATERS W/EXTENDED SHAFT, STANDARD GALVANIZED CONSTRUCTION, 3/4' REAR FLANGE, LF120S ACTUATOR INCLUDED 5. COOLING INTERLOCK RELAY. 24VAC COIL, 120V CONTACTS. LOCKS OUT BURNER CIRCUIT WHEN AC IS ENERGIZED. 6, LOW FIRE START. ALLOWS THE BURNER CIRCUIT TO ENERGIZE WHEN THE MODULATION CONTROL IS IN A LOW FIRE POSITION. 7. GAS PRESSURE GAUGE, 0-35', 2.5' DIAMETER, 1/4' THREAD SIZE 8. GAS PRESSURE GAUGE, -5 TO +15 INCHES WC., 2.5' DIAMETER, 1/4' THREAD SIZE 5 9/16' 11 1/2' LIFTING LUG 27 3/8' 3 3/4' 20' EQUIPMENT CURB ROOF OPENING 2' SMALLER THN CURB DIMENSION. 21' CURB OUTER WALL DISCHARGE OPENING \ FAN #1 NCA16FA - EXHAUST FAN CEF1) SUPPLY SIDE HEATER INFORMATION! 39 3/8 33 3/4 WINTER TEMPERATURE = 29•F. TEMP. RISE = 26•F. BTUs CALCULATED OFF ACTUAL AIR DENSITY OUTPUT BTUs AT ALTITUDE OF 0.0 ft. = 55711 INPUT BTUs AT ALTITUDE OF 0,0 ft. = 60555 22 5/8 4GREASE DRAIN 16 1/2 19 1/2 24 28 39 1 13 1/4' 3 7/8' -} 29 3/4' 20' 16 1/4' 16 1/4' 0 O AIRFLOW 3 3 FLEX CONDUIT FOR FIELD WIRING 32 1/8' 42 1/8' 86 1/2' AIRFLOW r""sSERVICE..miDISCONNECT- SWITCH BLOWER/MOTOR ACCESS DOOR 24' SERVICE 'CLEARANCE REQ. • DIRECT FIRED MODULE 39 9/16' 3/4' NPT ___ 7 13/16' o AIRFL❑W �9R 71' DUCTWORK BETWEEN EXHAUST RISER ON HOOD AND FAN (BY OTHERS) FEATURES: - ROOF MOUNTED FANS - RESTAURANT MODEL - UL705 AND UL762 - AMCA SOUND AND AIR CERTIFIED - WIRING FROM MOTOR TO DISCONNECT SWITCH - WEATHERPROOF DISCONNECT - HIGH HEAT OPERATION 300•F (149°C) - GREASE CLASSIFICATION TESTING NORMAL TEMPERATURE TEST EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING AIR AT 300°F (149•C> UNTIL ALL FAN PARTS HAVE REACHED THERMAL EQUILIBRIUM, AND WITHOUT ANY DETERIORATING EFFECTS TO THE FAN WHICH WOULD CAUSE UNSAFE OPERATION. ABNORMAL FLARE-UP TEST EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING BURNING GREASE VAPORS AT 600°F (316°C) FOR A PERIOD OF 15 MINUTES WITHOUT THE FAN BECOMING DAMAGED TO ANY EXTENT THAT COULD CAUSE AN UNSAFE CONDITION. OPTIONS GREASE BOX FAN BASE CERAMIC SEAL - FOR GREASE DUCTS 26 1/2' 26 1/2' 20' VENTED CURB 20 GAUGE STEEL CONSTRUCTION 3' FLANGE 24 C Direct Fired Heater Wiring JOB 1853652 - WIngstop Tukwila WA #P063 DRAWING NUMBER DF1853652-2 SHIP DATE 8/26/2013 NOBEL AI -8250-G10 ,ATTENTION ELECTRICIAN DROP FOR DISCONNECT CONNECTION IS FACTORY SUPPLIED CONrECT POWER TO THE DROP 2 3 0GR 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 SW -0 3 0 It BK I -Z WEE BK BK ]BCT 115 W BK OL -01 ST -01 95)(96 BK A20Al BK 010 -WH 1 S= SV --0303 *8 WH Ir® 24V/ ,cr S)atol F"r TS -02 (LINE 4) 7a OR �T GoR3 20 3 4 5 SPARK PLUG oA 8 'FSC -01 FR -01 BR m VH YWI BL of 020 PIC 030 TS -05 0 VA -02 8 MA -01 LGYNFIVIEVART BL YW cop VA -03 Jnatallvd pptIonw Motorized Bock Draft Danger Discharge Temp. Contra 24V AC Interlock Relay tib Mr& 01-143 NA -01 Nod/Sating anplIfler 1193 motor NMT Donnery eater RL -01 Supply rotor overlaid lam 1610= RE -10 AC Interlock Relay min Sr -01 Anpb rater contactor 1217/19/ SV -01 N oM decomect switch IPJ SV -03 Draper ed Unit switch C41 l'y�� ir�arrP m�wer trans?dvwr070va7071 Mod Nr TS -05 >rd.•roe M` Savor 1337 VA -01 Plat acs valve Cq1 VAw-a203 plel °k«wmaoo �V• V-3P-4.7FLA 24 ROOF OPENING DIMENSIONS T13 RECEIVED CITY OF TUKWILA SEP 16 2013 PERMIT CENTER A 7 MI I ❑• Yr 'I DENOTES FIELD WIRING DENOTES INTERNAL VIRIN In TERMINALS S4 AND S6 USED ON NF & AF SERIES ACTUATORS sae TERMINAL 11 PROVIDES COOLING CONNECTMN W my M WI OK--DLAIX TV - YELLIN RD - REO IL -ME 91 - 9EDI VR - METE 's DR - IrDNA 07 - GRAY pK - P201 es 9k -MANGE PR - PIMPLE 00 LRAM LIAR CAPTIVE-AIRE HOOD PACKAGE AS SHOWN IS OWNER PROVIDED p E8A�TE APS fiTAND ROVAL RZQUiQED HY Engineering, Inc* Consulting Mechanical Engineers 7100 Linden Ave. N., Suite 1 Seattle, Washington, 98103 Phone: (206) 706-9669 Fax: (206) 706-1830 www.hvengineering. biz DIIE=-Ili OR CARRY -OUT REUSE OF DOCUMENTS VERFY SCALE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF HV ENGINEERING, INC. AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF HV ENGINEERING. COPYRIGHT, HV ENGINEERING, INC. BAR MEASURES ONE INCH ON ORIGINAL DRAWING 0" sale= 1"' IF NOT ONE INCH ON THIS DRAWING, ADJUST SCALES ACCORDINGLY. N 3 ARCHITECTS Lic 3218 EASTLAKE AVE. EAST SUITE 1B SEATTLE . WA . 98102 206.402.5783 info@n3architects.com Project WINGSTOP 17410 SOUTHCENTER PARKWAY TUKWILA, WA 98188 Sheet Title KITCHEN HOOD & EQUIPMENT REFERENCE DRAWINGS DRAWINGS, SPECIFICATIONS AND OTHER VISUAL MATERIALS, AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF THE ARCHITECT WHETHERTHE PROJECT FOR WHICH THEY ARE MADE BE EXECUTED OR NOT. THE ARCHITECT RETAINS ALL COMMON LAW,. STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Revisions Date Scale 9/13/13 Project No. 2013-076 N 3 ARCHITECTS, LLC COPYRIGHT 2013 Sheet No. M3.04 ELECTRICAL PACKAGES — Job11853652 NO, TAG PACKAGE # LOCATION SWITCHES ❑PTI❑N FANS CONTROLLED LOCATION QUANTITY TYPE 0 H.P. VOLT FLA 1 SC-311110FP Wall Mount In SS Box Face Mount Right Side Hood 1 Light 1Fan Smart Controls Thermostatic Control Exhaust 3 1.000 208 3,3 Hood #1 Supply 3 1.500 208 4,7 WALL MOUNT ELECTRICAL PACKAGE SEE ELECTRICAL FOR LOCATION OWNER PROVIDED / INSTALLED BY OTHERS JOB NO 1853652 MOOEI. NUMBER SC-31111OFP MIN BR »ABQ TMR INSTALL JOB NAME Wingstop Tukwila WA MP063 BAR 8/26/2013 ND* ECP 161-1 DESCRIPTION OF OPERATION' 3 Pease it/ 1 Exhaust Fen, 1 Supply Fon, Exhaust on H FM, Lights out H Fse, Fangs) WOPf Thsrnostetkoay Controlled. Roar tnperoture sensor shipped loose for fk1d Installation 2 BREAKER PANEL TO HOOD CONTROL PANEL 3 Responsibility' Electrician BREAKER PANEL. 4 5 8 7 8 9 BREAKER 1PH 120 V 15 A BREAKER 3PH 208 v 15 AMP • '..0190 =•`1[• CONTROL POWER. DO NOT WIRE TO SHUNT TRIP BREAKER. 1ST HOMO LIGHT BREAKER SHARED W/ CONTROL POWER. SWITCH 81 EF1 &SF1 HOOD CONTROL PANEL TO FANS / MUA t0 Responsibility' Electrician HOOD PANEL 11 12 13 14 15 18 Load Wino ST -1 VIRE DIRECT TO STARTER Load Wiring ST -2 WIRE DIRECT TO STARTER ILLe ren 1 • MK* Rl7Ai tlw Uma Loam! MOM LOAD LEON FAN. 01 FANS • FAWN EF1 opo o•'o Wilt TO DISCONNECT LA3 um • suC. LLL1 LEG 9 • sisal seder • =EN teo opo opo WIRE TO FACTORY PROVIDED CONDUIT DROP 1' 17 HOOD CONTROL PANEL TO ACCESSORY ITEMS Responsibility) Electrician 18 19 20 21 HOOD PANEL TO FIRE SYSTEM MICROSWITCH WIRE ART TO NORMALLY CLOSED Kms. CI TO ARI SIGILD HAVE CONTINUITY WHEN ARMED. IF MORE THAN ONE 22 FIRE SYSTEM, WIRE IN SERIES AS SHOWN 23 24 HOOD PANEL TO REMOTE MOUNTED SWITCHES HOOD PANEL TO HOOD LIGHTS 1400 V MAX WIRE DIRECTLY TO CONTROL BOARD ••tits *Pa Es TODD PANEL 1 TO 1 KITCHEN TEMP SENSOR HOOD PANEL TO DUCT SENSOR IMOD PANEL SIGNAL FOR EXTERNAL SHUNT TRIP HOOD PANEL SPARE FIRE SYSTEM DRY CONTACT CAT -5 CONNECTION PLACE END OF LINE PLUG IN EIFTY JACK. PM EOJ20A EOL HMO ij 120A ieI H® L}OIIS 1 BLACK j�'�,I WHITE WIRE TIT J -BOX ON TIP OF HOOD SENSOR MOUNTED IN ROOM AWAY FROM TEAT SOURCES SEE MANUAL ■P:s I .; slycs . tor, ' 1 : 1 71 ROM TEMP SENSOR MOUNTED IN EXHAUST DUCT THE FOLLOWING CE» ECTI0NS MAY DR MAY NOT BE REQUIRED BASED ON JOBSITE SPECIFICATIONS ICT TO SHUNT COIL HOOD 1 RISER 1 SIZCOTL NEUTRAL FROM SHUNT COIL ST TERMINAL IS ENERGIZED IN FIRE CONDITION. C1:Ys COMMON NORMALLY OPEN SP CONTACTS USED WHEN FIRE SYSTEM EDISCHARGES TO DISABLE EGMTpRRBUIDI IIT OR S O 1 The Electrical Control Panels Model has been certified by ITS. This certification mark indicates that the product has been tested to and has met the minimum requirements of' a widely recognized (consensus) U.S. and Canadian products safety standard, that the manufacturing site has been audited, and that the applicant has agreed to a program of' periodic factory follow-up inspections to verify continued performance. Models Electrical Control Panels are ETL Listed under file number 3054731-001 and complies with UL508A Standards and CSA C22.2, No. 14-M95 and CSA C22.2, No. 73-1953 Standards. HOOD #1 SHALL HAVE A PRE -WIRED ELECTRICAL CONTROL PACKAGE T❑ OPERATE THE FAN PACKAGE. WIRING OPTION SHALL INCLUDE A PANEL CONSISTING ❑F ONE LIGHT SWITCH AND ONE RED -LIGHTED FAN SWITCH FOR EACH SET OF INTERLOCKED FANS, A HINGED COVERED JUNCTION BOX WITH RELAY FOR SUPPLY SHUTDOWN, A NUMBERED INPUT/OUTPUT TERMINAL STRIP, AND A WIRING DIAGRAM, ADDITIONALLY, THE MICR❑SWITCH FOR ANSUL SHUTDOWN SHALL BE WIRED TO THE PANEL. A STARTER/OVERLOAD ASSEMBLY FOR EACH FAN WILL BE LOCATED IN THE ELECTRICAL PANEL. ONE ELECTRICAL CONDUIT DROP FROM THE FAN PACKAGE SHALL BE CONNECTED T❑ THE NUMBERED TERMINAL STRIP. CONDUIT BETWEEN HOOD AND FAN PACKAGE SHALL BE SUPPLIED BY THE ELECTRICAL CONTRACTOR. Temperature sensor shall be mounted in the exhaust hood riser to automatically activate the fans. Temperature probe shall be constructed of Stainless Steel and shall be factory set at 130°F for 600°F cooking applications and 90°F for 400°F cooking applications. THE ELECTRICAL PREWIRE PACKAGE IS MANUALLY RESET WHEN THE FIRE SUPPRESSION SYSTEM IS MANUALLY RESET. / A 1 B 1 C 1 D 1 E UNLESS SPECIFIED OTHERWISE, ALL FACTORY AC WIRING 16 AWG. ALL FACTORY DC WIRING 18 AVG, 1 J9 120V 3 4 CONTROL INPUT 120VAC H1=LINE, N1=NEUTRAL, 15A BREAKER. DO NOT CONNECT TO SHUNT TRIP BREAKER. SEE INSTALLATION SCHEMATIC FOR ADDITIONAL REQ. l:d 6 7 8 9 10 • H1 DC+s - -ROI HI CCM 1 N1 a Ni AR1f.——Hc1NI 1 F 1 G PUT END OF LINE PLUG 1N EMPTY RJ4S JACKS, PK EOL120A CAT -5 CABLE. LENGTH AS REQUIRED. SWITCHES HMIA 1 H 1 MOTOR POWER CIRCUIT 3 PH 208 V 15 AMP 14 AVG I ST -1 OL -1 MTR.EF1 _ M1,3 F r3.3 LPu ST-2 IL-2 14TR.SF1 Mr13 CONTr190-5D 48 e OVLD.100-K FLAn4.7 DRY CONTACTS (SHOWN DE -ENERGIZED) 14 AVG RA -1-1 TAI1!186 i FACTORY WIRING, SCHEMATIC CIRCUIT BOARDS ECPM03 Rev. 1.25 HMI Rev. 1.05 Refr/AC RELANO NC COIL COM 4 3 2 8 7 815 24 Pfit RELAY 14 NO 12 NC 4.6u....2 COIL 11 COM COMPONENT LIST LABEL. Si-% Mortar Marts 8-x Overload Muria -C-X Cmmctor PMveries P5-1 RD -x -HI S1o. 24V115 NO,IV iRen F4 LEGEND - FI LD M NG - FACTORY WIRING BK- BUG( 'IV- YO1DW R.- TILE GY- liiEY ITT- BR01M RI- PURE 04- MIKE RD- RED MI- MORE OR/a- O/H. STRFE RAM- RAM SiIFE RW04- RD/01 SB E LVL- MVH. SIRE RECEIVED CITY OF TUKWILA SEP 1 6 2013 PERMIT CENTER CAPTIVE-AIRE HOOD PACKAGE AS SHOWN IS OWNER PROVIDED FEUSE OF DOCUMENTS VERY SCALE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF HV ENGINEERING, INC. AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF HV ENGINEERING. COPYRIGHT, HV ENGINEERING, INC. BAR MEASURES ONE INCH ON ORIGINAL DRAWING 0" momIMIMAimmUmmi 1" IF NOT ONE INCH ON THIS DRAWING, ADJUST SCALES ACCORDINGLY. Consulting Mechanical Engineers 7100 Linden Ave. N., Suite 1 Seattle, Washington, 98103 Phone: (206) 706-9669 Fax: (206) 706-1830 www.hvengineering. biz Dills -III OR CARRY -OUT N 3 ARCHITECTS «c 3218 EASTLAKE AVE. EAST SUITE 1B SEATTLE . WA . 98102 206.402.5783 info@n3architects.com Project WINGSTOP 17410 SOUTHCENTER PARKWAY TUKWILA, WA 98188 Sheet Title KITCHEN HOOD & EQUIPMENT REFERENCE DRAWINGS DRAWINGS, SPECIFICATIONS AND OTHER VISUAL MATERIALS, AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF THE ARCHITECT WHETHERTHE PROJECT FOR WHICH THEY ARE MADE BE EXECUTED OR NOT. THE ARCHITECT RETAINS AUL COMMON LAW,. STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Revisions Date Scale 9/13/13 Project No. 2013-076 N 3ARCHITECTS, LLC COPYRIGHT 2013 Sheet No. M3.05 THRU LIG PANEL TO 0 COOLER 106 47b 47a O SYMBOL 47b 47b 47a 2012 IBC MEANS OF EGRESS ILLUMINATION 1006.1 Illumination required. The means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. 1006.2 Illumination level. The means of egress illumination level shall_not be Tess than 1 foot-candle at the walking surface. 1006.3 Illumination emergency power. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure, an emergency electrical system shall automatically illuminate the following areas: 1. Aisles and unenclosed stairways of rooms that require two or more means of egress. 2. Corridors, exit enclosures and exit passageways... 3. Exterior egress components... 4. Interior exit discharge elements... �j r5. Exterior Iandings...for exit discharge doorways... 2012 IBC MEANS OF EGRESS ILLUMINATION 1006.3.1 Illumination level under emergency power. Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle and a minimum at any point of 0.1 foot-candle measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle at the end of the emergency lighting time duration. A maximum -to - minimum illumination uniformity ration of 40 to 1 shall not be exceeded. PARATE APp MITANO REQ�AL RED RECEIVED CITY OF TUKWILA SEP 1 6 2013 PERMIT CENTER PLAN NOTES O INTERLOCK WITH EXHAUST FAN SERVING THIS ROOM. PROVIDE DOUGLAS LITEPAK PANEL, MODEL # WPAK-33518-S WITH ASTRONOMICAL CONTROLER, OR APPROVED EQUAL AT THIS LOCATION FOR CONTROL OF DEVICES AND LIGHTING AS INDICATED ON ELECTRICAL DRAWINGS. O MASTER OVERRIDE SWITCH FOR LIGHTING CONTROL PANEL. 221 SYMBOL LEGEND MK. SYMBOL SPECIFICATIONS MOUNTING WT. NOTES A FIXTURE: JUNO LIGHTING P-0" TRACK W/ (2) FIXTURES (HEADS) TRACK MODEL N0. MOIL (BLACK) CONNECTOR MODEL NO. R3813L (BLACK) TRACK HEAD MODEL NO. R51113 -BL (BLACK) LAMPS: GE ENERGY SMART NO. LED1DP2016 1W SUPPLIER: MELETIO ELECTRICAL SUPPLY. MOUNT TO SCHEDULED CEILING BOTTOM OF TRACK MOUNTED TO OF BOTTOM OF FRAMING ANP 3'-0" FROM ADJACENT WALLS UNLESS NOTED OTHERWISE. SUSPEND FROM THE CEILING WITH 3/8" ALL -THREAD. 1 19 O FIXTURE: MIL ITE LIGHTING 16" ROUND PENDANT W/ 15'-0" CORD (BLACK) MODEL: H -16116 -101 -CBIS -91 BRUSHED ALUMINUM (30 WAIT MAX LABEL) LAMPS: (1) GE ENERGY SMART 140. LED1DP206 1W SUPPLIER: MELETIO ELECTRICAL SUPPLY MOUNT TO SCHEDULEDCEILING AS FOLLOWS: N/A ALL AREAE SUSPEND TO 8'-0" AFP. 0 FIXTURE: METALUX 2'X4' FLUORESCENT TROFFER W/ ACRYLIC LENS MODEL N0. GR8-232A-UNIV-L8135 LAMPS: (2) 3216/TS SSW SUPPLIER: MELETIO ELECTRICAL. SUPPLY MOUNT TO SCHEDULED ACOUSTICAL CEILING N/A D FIXTURE: ELITE LIGHTING 6" ROUND RECESSED 0A14 LIGHT MODEL NO. B61C 35 WATT SOCKET, 8630-P-tU4 YWHITE TRIM 4 BLACK BAFFLE) (35 WATT MAX LABEL) LAMPS: (1) SHATTERPROOF 36W R30FL SUPPLIER MELETIO ELECTRICAL SUPPLY MOUNT TO SCHEDULED ACOUSTICAL CEILING NOTE: CEILING INSULATION MUST BE 3" AWAY ALL SIDES N/A E O FIXTURE: ELITE LIGHTING 6" ROUND RECESSED CAN LIGHT MODEL NO. B6IC 35 WATT SOCKET, 113630-P-111143" (WHITE TRIM 4 BLACK BAFFLE) (35 WATT MAX LABEL) LAMPS: (1) GE ENERGY SMART 140. LEDI2DP30R 1216 SUPPLIER MELETIO ELECTRICAL SUPPLY MOUNT. TO SCHEDULED CEILING. NOTE: CEILING INSULATION MUST BE AWAY ON ALL SIDES N/A F O FIXTURE: JUNO LIGHTING ADJUSTABLE RECE86ED LIGHT MODEL NO. IC41N-419-WH (WHITE) LAMPS: (1) SHATTERPROOF SOW MRI6/C/NFL SUPPLIER MELETIO ELECTRICAL SUPPLY MOUNT TO SCHEDULED CEILING. NOTE: CEILING INSULATION MUST BE 3" AWAY ON ALL SIDES N/A G ® FIXTURE: NAVILITE SURFACE MOUNTED EXIT LIGHT MODEL 140. NXPS-3-R-WH LOCATIONS 4 QUANTITIES PER LOCAL INSPECTION AGENCY, 1 FIRE MARSHALL. SUPPLIER MELETIO ELECTRICAL SUPPLY MOUNT TO BTM CF SCHEDULED ACOUSTICAL CEILING OR GYPSUM BOARD FURR-DOWN EXIT LIGHT WITH LED LAMPS ANP MINIMUM W MINUTE BATTERY BACKUP 14 ® FIXTURE: MULE LIGHTING SURFACE MTD EXIT LIGHT W/ REMOTE EGRESS HEADS MODEL 140. MXBRU-REM WITH 14254W6V-WP BASE 1 (2) REMOTE HEADS LOCATIONS 4 QUANTITIES PER LOCAL. INSPECTION AGENCY, 4 FIRE MARSHALL. SUPPLIER MELETIO ELECTRICAL SUPPLY MOUNT TO BTM OF SCHEDULED ACOUSTICAL CEILING OR GYPSUM BOARD FURR-DOWN MOUNT EMERGENCY HEAD OVER DOORWAY TO ILLUMINATE THE PATH OF EGRESS TO THE PUBLIC WAY EXIT LIGHT WITH LEP LAMPS, TUIO DEMOTE HEADS CAPACITY AND MINIMUM 90 MIN. BATTERY BACKUP I FIXTURE: NAVILITE SURFACE MOUNTED EMERGENCY LIGHT MODEL 140. NE 4 (2 HEAD) LOCATIONS 4 QUANTITIES PER LOCAL INSPECTION AGENCY, 4 FIRE MARSHALL. SUPPLIER MELETIO ELECTRICAL. SUPPLY MOUNT TO SCHEDULED PARTITION At 8" BELOW FINISHED CEILING DUAL LAMP EMERGENCY FIXTURE WITH MINIMUM 90 MINUTE BATTERY BACKUP J SPEAKER MOUNTED 014 TRACK LIGHTS WITH BLACK SPEAKER BRACKETS PROVIDED BY OWNER (14.10.) WIRING BY GENERA(,. CONTRACTOR WIRE EACH SPEAKER TO 'J' BOX • EQUIP. 140.1 PROVIDE MIN. 6" ADDITIONAL WIRE PER SPEAKER AT 'J' BOX MOUNT t0 LIGHTING TRACK OR TO THE EXISTING STRUCTURE ABOVE THE SCHEDULED HVAC PUCT WITH BLACK SPEAKER BRACKETS. BLACK SPEAKERS W/ MATCHING GRILL 14/A 0REFER 0REGISTER SUPPLY REGISTER AT ROUND PUCT TO MECHANICAL DRAWINGS FOR SUPPLY AND DUCT SIZE MOUNT TO SCHEDULED PUCT At A MINIMUM OF 8'-4D" AFF, DUCT SUPPORTS SHALL BE STANDARD HVAC STYLE 2" WIDTH SUPPLY REGISTERS AND EXPOSED DUCT TO BE PAINTED REF. t0 PAINT SCHEDULE SHEET A4. N/A" LAY -IN HVAC SUPPLY REGISTER PROVIDED BY HVAC CONTRACTOR MOUNT TO SCHEDULED ACOUSTICAL CEILING PANTED, REFER TO PANT SCHEDULE SHEET AA EF • EXHAUST FAN: BROAN "HD80 SOCFM SUPPLIER MELETIO ELECTRICAL SUPPLY MOUNT TO SCHEDULED ACOUSTICAL CEILING STANDARD WHITE COVER N/A LAY -1N HVAC PERFORATED SUPPLY REGISTER PROVIDED BY HVAC CONTRACTOR MOUNT TO SCHEDULED ACOUSTICAL CEILING PANTED, REFER TO PAINT SCHEDULE SHEET AA SUPPLIER NOTE MELETIO ELECTRICAL SUPPLY: 10930 HARRY HINES, DALLAS, TEXAS 15220 / MAIN: PHONE 1-800-111-4993 CONTACT: JIM ELLIS (SALES MANAGER), EXT. 1143 OFFICE, 912-559-6943 DIRECT, 214-353-3426 FAX JELLIB•MELETIO.COM Consultants TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7816 TELEPHONE (2681 472 3300 FAX 12681 472 9488 N 3 ARCHITECTS Lc 3218 EASTLAKE AVE. EAST SUITE 1B SEATTLE . WA . 98102 206.402.5783 info@n3architects.com Project Sheet Title WINGSTOP 17410 SOUTHCENTER PARKWAY TUKWILA, WA 98188 LIGHTING PLAN DRAWINGS, SPECIFICATIONS AND OTHER VISUAL MATERIALS, AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF THE ARCHITECT WHETHERTHE PROJECT FOR WHICH THEY ARE MADE BE EXECUTED OR NOT. THE ARCHITECT RETAINS ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Revisions Date 9.10.13 Project No. 090312 N 3 ARCHITECTS, LLC COPYRIGHT 2013 Scale 1/4"=11-0" Sheet No. E1.0 ON ROOF C/39 C/14,16,18 THRU LIGHTING CONTROL PANEL TO C/40; 0 I 0 3 3. 1:. THRU LIGHTrNG CONTROL PANEL TO C./40 +84" 24" 34J 42 III 0 C/8`,1:0,12 C/41 84" ON ROOF C/39 C/2,4,6 ON ROOF C/39 C/20,22,24 I GENERAL NOTES 1. COORDINATE EXACT LOCATION OF KITCHEN AND HVAC EQUIPMENT PRIOR TO PERFORMING WORK. PLAN NOTES O INTERLOCK FAN WITH LIGHT SWITCH. 2 RECEPTACLE MOUNTED WITHIN 18" OF TOP OF WINDOW TO MEET NEC SHOW WINDOW REQUIREMENTS. 3 CONTRACTOR TO REMOVE COMPLETELY EXISTING POWER PANEL AND REPLACE WITH NEW. REMOVE EXISTING FEEDERS AND BREAKERS AT BUILDING SERVICE. REPLACE BREAKER WITH 225/3 AND WIRE WITH (4) #4/0 COPPER THIN. OMAINTAIN EXISTING TELEPHONE SERVICE AT THIS LOCATION. ROUTE ALL NEW TELEPHONE TO THIS LOCATION AND MAKE ALL CONNECTIONS FOR COMPLETE OPERATION. THRU LIGHTING CON •L PANEL TO C/42 37 w 0 i 5 /(. C/35,371— w C , 0 54" :44gr,4410 Q/46,4 RECEIVED CITY OF TUKWILA SEP 1 6 2013 PERMIT CENTER Consultants TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 88408-7316 TELEPHONE (2831 472 3300 FAX 1263) 472 9483 N 3 ARCHITECTS Lc Project Sheet Title 3218 EASTLAKE AVE. EAST SUITE 1B SEATTLE . WA . 98102 206.402.5783 info@n3architects.com WINGSTOP 17410 SOUTHCENTER PARKWAY TUKWILA, WA 98188 POWER PLAN DRAWINGS, SPECIFICATIONS AND OTHER VISUAL MATERIALS, AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF THE ARCHITECT WHETHERTHE PROJECT FOR WHICH THEY ARE MADE BE EXECUTED OR NOT. THE ARCHITECT RETAINS ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Revisions Date 9.10.13 Project No. 090312 N 3 ARCHITECTS, LLC COPYRIGHT 2013 Scale 1/4 "=1'-0" Sheet No. E2.0 ELECTRICAL SPECIFICATIONS SECTION 260010: GENERAL ELECTRICAL This General Conditions, Supplementary Conditions, and Division 1 apply to work under this Section. GENERAL: 1.01 DESCRIPTION: A. General: furnish all labor, materials, apparatus, tools, equipment, transportation,temporary construction and special or occasional services as required to make a complete working electrical installation, as shown on the drawings or described in these specifications. B. Work included: 1. Installation and assembly of lighting fixtures and lamps. 2. Grounding. 3. Connections of smoke detectors furnished and installed by Mechanical. 4. Panels and overcurrent devices. 5. Branch circuit wiring. 6. Exit signs and emergency lighting system. 7. Installation of convenience outlets. 8. Installation of telephone and data outlets and raceways. 9. Furnishing, support and installation of new transformer. 10. Rough -in wiring for display case lighting. 11. Demolition and removals. 12. Lighting controls, and time switches. 13. Connections of, and power wiring to, HVAC equipment and food service equipment. 14. Conduit for data, telephone and alarm systems. C. Related Work Specified Elsewhere: 1. Perform the following work, in accordance with appropriate sections of the specifications cited, where and as necessary to furnish a complete. working electrical installation. a. Concrete: b. Painting: c. Door hardware: d. Mechanical: e. Food Service Equipment: Division 3 Division 9 Division 11 Division 15 Division 15 D. Related Work Not Included in Contract: 1. Installation of primary and secondary utility cables. 2. Installation of telephone instruments and equipment. 3. Installation of data cable or computer equipment. 1.02 CODES AND STANDARDS: A. 1. a. b. c. Specific The following publications or latest enacted editions of the document throughout construction shall apply: National Electrical Code. State and Local Building and Energy Codes Uniform Building Code. 2. Equipment and Materials specified under this division following standards where applicable. a. UL Underwriters' Laboratories. b. ASTM American Society for Testing Materials. c. CBM Certified Ballast Manufacturers. d. ANSI American National Standards, Institute. e. NEMA National Electrical Manufacturers Association. 1.03 DRAWINGS: shall conform to the A. Layout: General layout shown on the drawings shall be followed except where other work may conflict with the drawings. B. Accuracy: 1. Drawings for the work under section are diagrammatic. 2. Contractor shall verify lines, levels, and dimensions shown on drawings and shall conformance with existing conditions at the site. 1.04 SUBSTITUTIONS: Refer to the General Conditions, supplementary general conditions and division 1 for substitution. 1.05 SUBMITTALS: A. General: refer to the general conditions, supplementary general conditions and division 1 for requirements. B. Format: furnish submittal data neatly bound in an 8-1/2" x 11" folder or binder with a table of contents listing in order of specification section and paragraph number. C. Submittals shall consist of detailed shop drawings, specifications, catalog 'cuts" and data sheets containing physical and dimensioned information, performance data, electrical characteristics, materials used in fabrication, material finish and those optional accessories which are included and those which are excluded. E. Each submittal shall be thoroughly reviewed by the contractor. the cover. letter accompanying submittal letter shall list in full the items and data submitted and shall contain a statement acknowledging that the contractor has performed a detailed review of the submittal documents prior to submission. failure to comply with this requirement shall constitute grounds for return of data for resubmission without review. E. Contractor agrees that shop drawing submittals processed by the engineer are not change orders, that the purpose of shop drawing submittals by the contractor is to demonstrate to the engineer that the contractor understands the design concept, that he demonstrates his understanding by indicating which equipment and material he intends to furnish and install and by detailing the fabrication and installation methods he intends to use. 1.06 PRODUCT DELIVERY, STORAGE AND HANDLING: Equipment and materials shall be properly stored and adequately protected and carefully handled to prevent damage before and during installation. Equipment and materials shall be handled, stored, and protected in accordance with the manufacturers's recommendations and as approved by the Owner's Representative. Electrical conduit shall be stored to provide protection from the weather and accidental damage. Plastic conduit shall be stored on even supports and in locations not subject to direct sun rays or excessive heat. Cables shall be sealed, stored and handled carefully to avoid damage to the outer covering or insulation and damage from moisture and weather. Damaged or defective items, in the opinion of the Owner's Representative, shall. be replaced with new items at no cost to the Owner. 1.07 PERMITS AND FEES: Provide, procure and pay for all permits, licenses and fees required to carry on and complete the work. PART 2 PRODUCTS (Not Applicable) PART 3 EXECUTION: 3.01 INSTRUCTIONS AND MANUALS A. Refer to Division 1. B. At the time of completion, an adequate period shall be allotted by the contractor for instruction of building operating and maintenance personnel in the use of all systems. All personnel shall be instructed at one time, the Contractor making all necessary arrangements with manufacturers's representatives. The equipment manufacturer shall provide product literature and application guides for the Users' reference. C. Costs, if any, for the above service shall be paid by the Contractor. 3.02 PROJECT RECORD DOCUMENTS (AS -BUILT) A. Provide Project Record Drawings and Specifications as required by other Sections o Specifications and as required herein. Such drawings shall fully represent installed conditions including actual location of outlets, correct conduit and wire sizing as well as routing, revised fixture scheduling listing the manufacturer and products actually installed. B. All changes to drawings shall be made by qualified draftspersons to match existing line work and lettering as closely as possible. 3.03 WORKMANSHIP A. Preparation, handling and installation shall be in accordance with manufacturer's written instructions and technical data particular to the product specified and/or approved except as otherwise specified. Coordinate work and cooperate with other in furnishing and placing this work. Work to approved shopdrawings for work by others and to field measurements as necessary to properly fit the work. B. Conform to the National Electrical Contractor's Association Standard of Installation for general installation practice. 3.04 SCHEDULE OF WORK: Arrange work to conform to the schedule which has been established for the progress of the work. Advise regarding shipping schedule of major equipment. 3.05 SUPERVISION: Contractor shall personally or through an authorized and competent representative constantly supervise the work form beginning to completion and, within reason, keep the same workmen and foreman on the project throughout the project duration. 3.06 PROTECTION: Keep conduits, junction boxes, outlet boxes, and other openings closed to prevent entry of foreign matter. Cover fixtures, equipment and appar tus and protect against dirt, paint, water, chemical or mechanical damage, before O during construction period. Restore to original condition any fixture, apparatus, or equipment damaged prior to final acceptance. Protect bright finished surfaces and similar items until in service. No rust or damage will be permitted. 3.07 SPECIAL TOOLS: All special tools for proper operation and maintenance of the equipment provided under this section shall be delivered to the Owner's representative. 3.08 CUTTING AND PATCHING A. Install all required sleeves, forms and insets before walls or partition are built. Cutting and patching of walls, partitions, ceilings and floor necessary for reception of work, cause by failure to provide or properly located sleeves, forms and insets, incorrect location of work or failure to cooperate with other trades, shall be done at expense of trade responsible. B. No cutting of finished or structural work may be done without acceptance. When Necessary to have finished material or stuctural work cut, finsh necessary drawings to trade whose materials are out to be cut. 3.09 CLEARANCES: Provide working clearance in front of, in back of, and to sides for all electrical equipment as required by National Electrical Code Article 110. 3.10 DEMOLITION: Demolition and removal of existing electrical services to the existing tenant space to be demolished by the Contractor. END OF SECTION SECTION 260050: BASIC MATERIALS AND METHODS The General Conditions, Supplementary Conditions, and Division 1 apply to work under this Section. PART 1 GENERAL 1.01 DESCRIPTION A. Work specified in this section encompasses products, assemblies and basic installation methods required for electrical project systems specified under this Division and includes, but is not limited to: 1. Conduit, raceways, and fittings. 2. Wire and cables. 3. Wire connections and devices. 4. Outlet boxes. 5. Pull and junction boxes. 6. Switches and receptacles. 7. Device plates. 8. Overcurrent protective devices. 9. Telephone terminal backboard. 10. Door buzzer and pushbutton system. 11. Background sound system equipment installation and wiring. 12. Empty raceway provisions for burglar alarm and security system detection units and switches. B. Work Not Included: 1. Background sound system equipment furnished by FDI. 2. Burglar alarm and security system equipment and wiring. 1.02 SUBMITTALS A. Submit in conformance with the requirements of Section 16050 the following items: 1. Switches, receptacles and device plates. 2. Conductors and cables. 3. Overcurrent protective devices. 4. Raceways. 5. Door buzzers and pushbutton. PART 2 PRODUCTS 2.01 CONDUIT AND FITTING A. Rigid Steel Conduit 1. Conduit, rigid steel: full weight, threaded, hot -dip galvanized, inside enameled, conforming to ANSI C80.1. 2. Three-piece couplings: electroplated, cast malleable iron. Efcor 165 series, 0.Z./Gedney 4-50 series or equal. 3. Threadless couplings: electroplated, cast malleable iron, with integral conduit stop. Efcor 1760, 4. Threadless connectors: electroplated, cast malleable iron, on threaded male hub plastic insulated throat rated 90 degrees C minimum. Efcor 1750B series, O.Z./Gedney 31-050 1T series or equal. 5. Insulated bushings: threaded polypropylene or thermosetting phenolic rated 150 degrees C minimum. 6. Insulated grounding bushings: threaded cast malleable iron body with insulated throat and steel, "lay -in" ground lug with compression screw. 0.Z./Gedney BLG series, Thomas & Betts 3870 series or equal. 7. Insulated metallic bushings: threaded cast malleable iron body with plastic insulated throat rated 105 degrees C. 0.Z./Gedney Type B, Thomas & Betts 1222series or equal. B. Electrical Metallic Tubing (EMT) 1. Conduit: Shall be formed of cold rolled strip steel, electrical resistance welded continuously along the longitudinal seam and hot -dip galvanized after fabrication. Conduit shall conform to ANSI C80.3 specifications and shall meet U.L. requirements. 2. Couplings: Electroplated, cast malleable iron, gland compression type, U.L. listed rain and concrete tight through 1-1/4 inch trade size, 0.Z./Gedney 6050W series, Efcor 760 series or equal. Set screw type couplings may be used in dry locations, 0.Z./Gedney 5050 series or equal. 3. Connectors: Gland compression type with cast malleable iron body with male hub and insulated plastic throat 150 degrees C. temperature rated. 0.Z./Gedney 4050 series or equal. C. Flexible Metallic Conduit 1. Conduit: Shall be fabricated in continuous lengths from galvanized steel strip, spirally wound and formed to provide an interlocking design. 6' MAX. LENGTH Flexible conduit is not permitted in walls. 2. Fittings: Connectors shall be made of the screw clamp with cast malleable iron bodies and threaded male hubs with insulated throats. D. Liquid Tight Flexible Metallic Conduit 1. Conduit: Anaconda Type U.A., Coleman Type Uxt1 or equal. 2. Fittings: Connector body and gland nut shall be of cadmium plated cast malleable iron, with insulated throat, MAX. 24", T & B 5331 series, 0.Z./Gedney 4Q -38-1T series,or equal. E. Minimum acceptable conduit size shall be 3/4 inch. 2.02 WIRE AND CABLE A. General 1. Acceptable manufacturers: General Electric Co., Rome Cable, Southwire, Triangle, PWC Inc., or equal. 2. Conductor material: All wire and cable shall be insulated copper conductors for all wire sizes. Aluminum wire and cable shall not be used. 3. Insulation: Insulation shall be THWN-THHN for wire sizes through size 1/0 AWG. For larger wire sizes insulation shall be THWN, XHHW, THW or as required to suit application. 4. Minimum conductor size: Power and lighting branch circuits: Signal and control circuits under 100 volts: Any 120V./ 20A. circuits over 75 L.F. must be: 2.03 OUTLET BOXES AND COVERS #12 AWG #14 AWG. #10 AWG. A. Standard Outlet Boxes: Galvanized, one-piece, drawn steel, knock -out type of size and configuration best suited to the application indicated on the plans. Minimum box size, 4 inch square by 1-1/2 inch deep. B. Switch Boxes: Two inch by 3 -inch long, galvanized steel switch boxes shall be used only for the installation of single switches, Install multiple switches in standard gang boxes with raised device covers suitable for the application indicated. 2.04 SWITCHES AND RECEPTACLES A. General: Color of devices shall be white at painted walls, ivory when installed in fixtures,and orange for dedicated I.G. receptacles unless otherwise noted on Drawings. 1. All general purpose 15 and 20 ampere, 125-250 volt receptacles and 120-277 volt switches shall conform to NEMA WD 1 and applicable U.L. tests. B. Receptacles: 1. Ground fault circuit interrupter receptacle: NEMA type 5-15R LEVITON #6598-1 or equal. 2. Duplex receptacles: NEMA type 5-15R, and 5-20R, heavy duty specification grade, side wired only, LEVITON #5242-W AND 5243-W or equal. 3. Cash register receptacles: NEMA type 5-20R, heavy duty specification grade, side wired only, Hubbell #IG -5262, provided with green insulated ground wire, and with engraved cover plate "For Cash Registers Only". C. Switches: Twenty ampere, 120-277 volts, fast make -slow break, quiet type switch with silver cadmium alloy contacts, binding head terminal screws, side wired only. All switches shall be white in color. 1. Single pole, single throw, LEVITON #1221-W or equal. 2. Three-way, LEVITON #1223-W or equal. 2.05 DEVICE PLATES A. Flush Device Plates: Plates shall be smooth plastic, color, LEVITON #8600 series or equal. B. Surface Mounted Devices, indoor: Galvanized metal to fit box. C. Outdoor, Weatherproof: Die cast aluminum construction, corrosion resistant, heavy duty, hinged cover flap, and gasket, LEVITON #6196, horizontal mounting. 2.06 DISCONNECT SWITCHES A. Switch Interior: Dead -front construction with hinged arc suppressor and switch blades which are fully visible in the "OFF" position and with door open. B. Switch Mechanism: Quick -make and quick -break operating handle and mechanism with dual cover interlock to prevent unauthorized opening of the switch door in the "ON" position or closing the switch mechanism while the door is open. C. Ratings: Switches shall be horsepower rated for the operating voltage and with fused or non-fused arrangements as shown on the drawings. D. Enclosures: NEMA 1, code gauge sheet steel with hinged cover, or NEMA 3R as shown on Drawings, and as required by application. 13-7213 RECEIVED CITY OF TUKWILA SEP 1 6 2013 PERMIT CENTER Consultants TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 801 TACOMA, WA 08408-7816 TELEPHONE 1263) 472 3300 FAX (263) 472 8488 N 3 ARCHITECTS tic 3218 EASTLAKE AVE. EAST SUITE 1B SEATTLE . WA . 98102 206.402.5783 info@n3architects.com Project Sheet Title WINGSTOP 17410 SOUTHCENTER PARKWAY TUKWILA, WA 98188 SPECIFICATIONS PLAN DRAWINGS, SPECIFICATIONS AND OTHER VISUAL MATERIALS, AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF THE ARCHITECT WHETHERTHE PROJECT FOR WHICH THEY ARE MADE BE EXECUTED OR NOT. THE ARCHITECT RETAINS ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Revisions Date 9.10.13 Project No. 090312 N 3 ARCHITECTS, LLC COPYRIGHT 2013 Scale NONE Sheet No. E3.1 ELECTRICAL SPECIFICATIONS (coni) 2.07 PANELBOARDS A. Ratings: See panel schedules. B. Finish: All painted steel work shall be treated with a primer coat and finish coat of the manufacturer's standard gray color or ANSI 61. C. Bussing 1. Bussing shall be rectangular cross section full length tin plated 2. Bussing shall be rectangular cross section full length tin plated Each panelboard shall be equipped with a ground bus secured to the interior of the enclosure. The bus shall be equal to the panelboard neutral bus and shall have a seperate lug for each ground conductor. Not more than one conductor shall be installed per lug. 2.08 PROTECTIVE DEVICES A. Circuit Breakers: Molded case, bolt -on, thermal magnetic type, 40 degrees C. ambient temperature compensated, fixed mounting, with quick -make and quick -break switching mechanism mechanically trip -free from the operating handle. B. Ratings: Refer to drawings and panel schedules for trip frame and poles required. Minimum short circuit rating for 120/240 volt breakers is 10,000 A, 277/480 volt breakers is 22,000 A, if not indicated otherwise. C. Manual motor starters: Fractional H.P. 1 phase motors shall be protected by thermal 0.L relay integral with the disconnect: "Motor -Minder", or equal. 2.09 ELECTRICAL SUPPORTING DEVICES A. Conduit Straps: Hot -dip galvanized, cast malleable iron, one hole type strap with cast clamp -backs and spacers as required. 0.Z./Gedney #14-50G strap and #141G spacer, Refcor #231 strap and #131 spacer, or equal. B. Construction Channel: 1-1/2 inch by 1-1/2 inch 12 gauge galvanized steel channel with 17/32 inch diameter bolt holes, 1-1/2 inches on center, in base of the channel.Kindorf 905 series, Unistrut P -1000 -HS, or equal. C. Fasteners (General): Wood screws for fastening to wood. Machine screws for fastening to steel. Toggle bolts for fastening to hollow concrete block, gypsum board or plaster wall. Expansion anchors for attachments to pre -poured concrete. 2.10 IDENTIFYING DEVICES A. Panelboard Directories: Shall be typewritten, arranged in numerical order and shall show the number of the circuit is indicated. The room numbers used shall be verified with the Owner and shall not necessarily be those used in the drawings. Mount directories in a 6" x 8" metal frame under plexiglass inside each panelboard. B. Wire & Terminal Markers: Self -adhering, pre-printed vinyl with self -laminating wrap ground strip Brady 8191 series, Thomas & Betts WSI series, or equal. 2.11 PLYWOOD BACKBOARDS A. Where indicated for telephone or communication system terminals, or for motor control or other equipment assembles, provide backboards of size indicated. 1. Use Douglas Fir plywood. exterior grade with "B" face, prime and finished painted. 2. Unless otherwise indicated, provide 3/4 inch thick plywood. 3. All plywood shall be fire resistant. 2.12 GROUNDING A. Enclosures of equipment, raceways, and fixtures shall be permanently and effectively grounded. Provide code -sized, (unless otherwise indicated) copper, insulated green equipment ground with all branch and feeder circuit runs. Equipment ground shall originate at panelboard ground bus and shall be bonded all switch and receptacle boxes and electrical equipment enclosures. B. Building services shall be grounded to building steel and to cold metallic water piping. C. Isolated ground conductors shall terminate on isolated ground bus and receptacle isolated ground lugs only. 2.13 DOOR BUZZER AND PUSHBUTTON SYSTEM A. Provide a complete and operating door buzzer system with all necessary accessories, transformer and wiring. 3.02 CONDUIT INSTALLATION A. General 1. Conduit system shall be concealed unless exposed work is clearly called for on drawings. 2. Conduits shall be tightly covered and well protected during construction using metallic bushings and bushing "pennies" to seal open ends. 3. In all empty conduits or ducts, install a 200 -pound tensile strength polyethylene pulling rope. 4. Conduit systems shall be electrically continuous throughout. Install code size, insulated, copper, green grounding conductor in all conduit runs pulled with phase and netural conductors. B. Layout 1. Locations of conduit runs shall be planned in advance of the installation and coordinated with the ductwork, plumbing, ceiling and wall construction in the same areas and shall not unnecessarily cross other conduits or pipe, nor prevent removal of ceiling or tiles or panels, nor block access to mechanical or electrical equipment. 2. Where practical, install conduits in groups, in parallel, for vertical and horizontal runs and at elevations that avoid unnecessary offsets. 3. Exposed conduit shall be run parallel or at right angles to the centerlines of columns and beams. 4. Conduits shall not be placed closer than 12 inches from a parallel hot water or steam line or 3 inches from such lines crossing perpendicular to the runs. C. Supports 1. All raceway systems shall be secured to the building structures using specified fasteners, clamps and hangers spaced according to code requirements. 2. Support single runs of conduit using one hole pipe straps. Where run horizontally on walls in damp or wet location, install "clamp -backs" to space conduit of the surface. Multiple conduit runs shall be supported using "trapeze" hangers fabricated from specified construction channel, mount to 3/8 inch diameter, threaded steel rods secured to building structures. Fasten conduit to construction channel with standard one hole pipe clamps or the equivalent. D. Termination and Joints 1. Raceways shall be joined using specified coupling or transition coupling where dissimilar raceway systems are joined. 2. Conduits shall be securely fastened to cabinets, boxes and gutters using two locknuts and insulating bushing or specified insulated connectors. Install grounding bushing or bonding jumpers on all conduits terminating at concentric knockouts 3 Conduit terminations exposed at weatherproof enclosures and cast outlet boxes shall be made watertight using specified connectors and hubs. 4. Install expansion coupling where any conduit crosses a building separation or expansion joint. Penetrations 1. All floor penetrations shall be sealed water -tight. Maintain fire rating as required. 2. Fire -safe all rated wall penetrations using 3M listed fire-safing sealants and assemblies. to 3.03 CABLE AND WIRE INSTALLATION A. General 1. Conductors shall not be installed in conduit until all work of any nature that may cause damage is completed. Care shall be taken in pulling conductors that insulation is not damaged. U.L. approved non -petroleum base and insulating type pulling compound shall be used as needed. 2. All cables shall be installed and tested in accordance with manufacturer's requirements and warranty. B. Splicing and Terminating B. Buzzers, three required. shall be Edwards #1064-G5, mounted 8' AFF in stock and mezzanine areas, and 2' AFF under cash wrap counter. C. Pushbutton shall be Edwards #1786-B, mount at 4' AFF. D. Transformer rated 20 VA, 24VAC shall be Edwards #592, mount at 8' AFF, and connect to local general purpose receptacle circuit. PART 3 EXECUTION 3.01 CONDUIT AND RACEWAY APPLICATIONS A. Rigid Steel Conduit: For all exposed and U/G conduit exposed to mechanical damage. Minimum size is 3/4". B. Electrical Metallic Tubing (EMT): Interior power and lighting branch circuits where run concealed above suspended ceiling, in stud walls, furred spaces, and where not exposed to mechanical damage, or above 6' from floor. C. Flexible Metallic Conduit: In dry locations connection to transformers, (6' MAX.). vibrating equipment (24" MAX.), and to recessed lighting fixtures. D. Liquid -Tight Flexible Metallic Conduit: In damp and wet locations for connection to all pump motors, solenoid valves, HVAC equipment and similar devices shall be made using iiquidtight flexible metallic conduit. Provide separate ground wire independent of conduit, run inside conduit and bonded at both ends to enclosures. Maximum length of 24 inches. 1. All aspects of splicing and terminating shall be in accordance with cable manufacturer's published procedures. 2. Make up all splices in outlet boxes with connectors as specified herein with separate tails of correct color to be made up to splice. Provide at least six (6) inches of tails packed in box after splice is made up. 3. All wire and cable in panels, terminal cabinets and equipment enclosures shall be bundled and clamped. C. 'Metallic sheathed type MC Cable: Installed for branch circuit wiring as allowed by local building code and tenant manual. Cable shall not be run exposed in f finished spaces. Cable shall be supported in accordance with NEC article 334. Use only U.L. listed fittings for terminations at boxes and cabinets. 3.04 INSTALLATION OF BOXES AND WIRING SERVICES A. General 1. All outlets shall finish FLUSH with building walls and ceiling, except where exposed work is called for. There shall be no gap between box and wall or ceiling material. Any opening between box and wall or ceiling shall be caulked airtight. 2. install raised device on all outlet boxes as required to finish flush with surface. 3. leave no unused openings in any boz. install close-up plugs as required to seal opening. 4. exposed outlet boxes and boxes in damp and wet locations shall be cast metal with gasketed cast metal cover plates. B. Boxes Layout 1. Outlet boxes shall be installed and elevations shown on the drawings or s pecified herein. Make adjustments to locations as required by structal sonditions and to suit coordination requrements of other trades. 2. Outlet boxes in stud wall and partitions shall not be mounted back-to-back nor shall through -wall boxes be permitted. B. Supports 1. Boxes installed in stud walls shall be equipped with brackets designed for attaching directly to the studs or shall be mounted on heavy gauge galvanized steel box supports. 2. Fixture outlet boxes installed in suspended ceilings of gypsum board or lath and plaster construction shall be mounted to 16 gauge metal channel bars attached to main ceiling runners. 3. Fixture outlet boxes installed in suspended ceilings systems supporting acoustical tiles or panels shall be supported directly from the structures above wherever pendant -mounted fixtures are installed from the box. C. Mounting Heights: Mounting heights from finished floor to center line of device box shall be as follows, and in accordance with handicapped accessibility requirements of State Code. Device: Height(inches) Convenience receptacle Convenience receptacles above Counters unless otherwise noted Switches, light Telephone outlet, wall SECTION 260500: PART 1 GENERAL 1.01 DESCRIPTION A. Work Include 15 36 48 15 END OF SECTION LIGHTING FIXTURES 1. Installation and connection of all fixtures, lamps, ballasts, lighting control devices, relays, related components and accessory wiring as shown on the plans, Fixture Schedule or as specified herein. 2. Owner to provide lighting fixtures and lamps. Contractor to install all lighting fixtures and lamps. 3. Final aiming and adjustment of recessed adjustable fixtures and track mounted fixtures shall be by the Electrical Contractor, as directed by the Owner's Representative. B. Related Work Specified Elsewhere: Refer to Section 16050 for requirements applicable to this Section. 1.02 COORDINATION: Refer to Architectural Plans for exact location of lighting fixtures. 1.03 SUBMITTALS: Submit in conformance with the requirements of Section 16050: Time switches, control devices, relays and cabinets and wiring diagrams. PART 2 PRODUCTS 2.01 LAMPS A. Incandescent Lamps: General purpose A base lamps shall be inside frosted, rated 120 VAC, or as noted on Fixture Schedule. Reflector style lamps, R and PAR, as noted on Fixture Schedule. MR16 lamps shall be G.E. Precise constant color type. B. Fluorescent Lamps 1. 24, 36 and 48 inch long lamps shall be T-8 energy saving DELUXE warm -white 735 K in color. 2. Compact twin -tube and double twin -tube, 9, 13 and 18 watts nominal, 735 KSPX35. C. LED lamps shall be GE Energy Smart type as noted on fixture schedule. D. Lamps shall be as manufactured by G.E., Osram, Venture, Sylvania only. 2.02 BALLASTS A. Fluorescent Lamp Ballasts 1. Ballasts for all single tube fluorescent lamps shall be U.L approved, CBM certified or ETL tested, Class P, Sound Rated A, "full -output" energy-saving, electronic ballasts for Octron lamps as manufactured by Magnetek. 2. Ballasts for compact fluorescent lamps shall have high power factor. 3. Ballasts shall be approved for use with energy saving lamps by the lamp manufacturer. 2.03 REFRACTORS, REFLECTORS AND LOUVERS A. All glassware, plaster and metal shall be uniform, free from defects, and photometrically tested for distribution by an independent testing laboratory. B Plastic diffusers shall be of virgin acrylic plastic. C Polished reflectors used with triphosphor compact lamps shall have anti -iridescent optical coating. 2.04 LIGHTING CONTROL SYSTEM A. Lighting Control system shall consist of 20A mechanical latching type lighting contactors, interconnecting wiring, a master switch station, time clocks and switches all housed within a Nema 1 enclosure. B. Lighting Contactor shall be housed in a code gage cabinet with time clocks and have hinged screw cover. Provide one or more as required cabinets Hoffman, or equal. Provide one or more Lighting Contactors as required ""Square -D" 8903 or equal. C. Master switch station shall consist of 20A, 120/277VAC momentary contact single pole double throw, center OFF, toggle switches, Hubbell #1557-I and multiple channel outputs, or equal. Quantity as indicated on Drawings. Provide engraved multigang stainless steel cover plate for switches. 2.05 TIME SWITCHES A. Time switches shall be programmable 7 -Day, 24 hour electronic type with backup battery as manufactured by Tork, Rainbird, or In:termatic. Time switches shall be wired to control lighting via Lighting contactors of lighting control system. Typical for HVAC system. PART 3 EXECUTION 3.01 INSTALLATION A. Contractor shall be responsible for handling, and fixtures shall be plumb, level, in straight lines without distortion and clean. B. Install each fixture in a manner recommended by the fixture manufacturer and approved by the Owner's Representative. Under this Section of the work, furnish and install all additional ceiling bracing, hanger supports and other structural reinforcements to the building require to properly and safely suspend fixtures, all as approved by the Owner's Representative. C. Fixtures in areas of exposed duct and pipe work shall be suspended to avoid conflict with same. D. Pendant fixtures shall be provided with ball aligners and sway adapters. Fixture chain shall not be used for supporting fixtures. 3.02 FIXTURE SUPPORT - SUSPENDED CEILINGS A. Provide four wire supports for each suspended fixture, secured to the building structure independent of the ceiling supporting system. END OF SECTION SEPARATE PERMIT AND APPROVAL REQUIRED RECEIVED CITY OF TUKWILA SEP 1 6 2013 PERMIT CENTER Consultants TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98408-7318 TELEPHONE 1288) 472 3300 FAX 1283) 472 9403 N 3 ARCHITECTS Lw 3218 EASTLAKE AVE. EAST SUITE 1B SEATTLE . WA . 98102 206.402.5783 info@n3architects.com Project Sheet Title WINGSTOP 17410 SOUTHCENTER PARKWAY TUKWILA, WA 98188 SPECIFICATIONS PLAN DRAWINGS, SPECIFICATIONS AND OTHER VISUAL MATERIALS, AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF THE ARCHITECT WHETHERTHE PROJECT FOR WHICH THEY ARE MADE BE EXECUTED OR NOT. THE ARCHITECT RETAINS ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Revisions Date 9.10.13 Project No. 090312 N 3 ARCHITECTS, LLC COPYRIGHT 2013 Scale NONE Sheet No. E3.2 Lighting, Motor, 2012 Washington State Energy Code and Transformer Compliance Forms for Permit Plans Checklist LTG -CHK Revised June 2013 Commercial, Group R1, and> 3 sto ry R2 and R3 Project Address W ingstnp Applicant Name: D avid C ]em 'Date 9/11/2013 The follow ing information is necessary to check a the 2012 Washington State Nonresidential Energy permit application for compliance w ith the lighting, motor, and transformer Code. requirements in A pplicability (yes, no, n.a.) I Code Section I Component 'Information I Required Location on Plans Building Department Notes LIGHTING CONTROLS (Section C405.2) Interior Lighting System Description Briefly describe lighting system type and features. Yes 0405.2.1 Manual lighting controls Lighting control schedule w ith type, locations served, 50% lighting reduction method E1. o ❑ Lamp and/or ballast replacementw ithin existing luminaires only - existing total interior building w attage not increased ❑ New w iring installed to serve added fixtures and/or fixtures relocated to new circtit Provide applicable manual lighting controls (C405.2..1), occupancy sensors (C405.2.2.2), daylight zone controls (C405.2.2.3), specific application controls (C405.2.3), and commissioning of lighting controls per C405.13 ❑ New or moved lighting panel Provide all applicable lighting controls as noted for New Wiring, automatic time switch controls (C405.2.2.1), and commissioning of lighting controls per C405.13. 0405.2.2.1 Automatic time sw itch controls Lighting systems automatic shut-off capability - indicate method and location served on plans. Note locations w here automatic shutoff is provided by other method (occupancy sensor, daylight controls, etc) El . 0 Yes Override switching Schedule w ith locations served - no single override sw itch exceeds an area of 5,000 SF E1. 0 yes : C405.2.2.2 Occupancy sensors Schedule of locations served El . 0 Restrooms 0405.2.2.3 Daylight zones Vertical fenestration Primary and secondary daylight zone areas indicated on plans Skylights Skylight daylight zone areas indicated on plans 05.2.2.3.E Daylight zone controls Lighting control schedule with dimming method and locations served - no single daylight control zone exceeds 2,500 SF ySpecific 0405.2.3 Specific application controls application lighting controls are independent of general area lighting and controls for other lighting applications Baa Means of egress lighting Lighting control schedule w ith method and locations served. Note luminaires that function as both normal and egress. El . 0 Ates; *" Display lighting Lighting control schedule w ith type and locations served E1.0 Accent lighting Lighting control schedule w ith type and locations served .< HoteVmotel guest rooms Lighting control schedule with type and locations served Supplemental task lighting Lighting control schedule w ith type and locations served Yes Non-exempt lighting equipment Lighting control schedule with type, applications served and locations E1.0 ir!: , Non-exempt lighting equipment Lighting control schedule w ith type, applications served and locations 0405.2.4 Exterior lighting controls Lighting control schedule w ith type, features and location served INTERIOR LIGHTING POWER (Section C405.5) ,fes N Total connected lighting power Schedule w ith fixture types, lamps, ballasts, w atts per fixture Space exceptions Space exceptions taken noted on plans or compliance form Lighting equipment exceptions Equipment exceptions taken noted on plans or compliance form Ales N Lighting pow er calculations Building Area Method Compliance form completed - proposed wattage per building area does not exceed maximum allow ed w attage yes? Space -By -Space Method Compliance form completed - total proposed w attage does not exceed maximum allow ed w attage Yes: €<v. 0405.4 Exit signs All internally illuminated exits sign are < 5 w atts per side E1.0 EXTERIOR LIGHTING POWER (Section C405.6) 0405.6.2 Total connected lighting pow er Schedule w ith fixture types, lamps, ballasts, w atts per fixture 7. Exterior application exceptions Exterior application exceptions taken noted on plans or compliance form Lighting pow er calculations Compliance form completed - proposed w attage for exterior lighting plus base site allow ed does not exceed max. allow ed 0405.6.1 Exterior building grounds lighting Schedule w ith fixture types, lamps, ballasts, w atts per fixture; lumens per w aft for fixtures > 100 w atts -- - ELECTRICAL POWER SYSTEMS (Sections C405.7 ,C405.9, C405.12, C409.2.1) 0409.2.1 Bectrical energy consumption - w hole building Meters provided for w hole building electric energy usage 7,i C405.7 Bectrical energy consumption - dw elling units Individual dw elling unit electricity meters provided C405.9 Transformers Indicate transformer size and efficiency on plans 0405.12.1 Variable speed escalators and moving walks Variable speed controls provided 0405.12.2 Regenerative drives Variable frequency regenerative drives provided for escalators COMMISSIONING (Sections C405.13, C408.3, C409.4.4) 0405.13 Commissioning Commissioning procedure developed for all applicable systems 0408.3 Lighting controls Commissioning plan and functional test procedure developed 0409.4.4 Bectrical energy consumption meters Commissioning plan and functional test procedure developed Escalators & moving w alks Conmissioning plan and functional test propedure developed , If "no" is circled for any question, provide explanation: Interior Lighting Summary 2012 Washington State Energy Code Compliance Forms for Commercial; Group R1, and > 3 story R2 and R3 LGT-SUM Revised June 2013 Project Info Project Address W lig, top Date 9/11/2013 17410 Southoenth=Parkway For Building Department Use Tukwila,WA 98188 Applicant Name: D avid C ]em Applicant Address: 2702 S.42nd St.Ste.301,Tacoma,WA 98409 Applicant Rhone: 253-472-3300 Project Description ❑ New Building ❑ Addition ❑ Alteration vo Plans Included Lighting Compliance Path 0 Lighting Power Density Calculations 0 Total Building Performance 0Clear (If Total Building Performance then onlyLGT--CHKis required.) Interior Lighting Compliance Option 0 Building Area Method Space -by -space Method 0 Clear Interior Lighting System Description Briefly describe lighting system type and features. Additions and Change of Space Use (C101.4.3 & C101.4.4) 0 Addition area or Change of Space Use area complies w ith all applicable provisions as stand alone project ❑ Addition area or Change of Space Use area is combined w ith existing building lighting systems to demonstrate compliance w ith all applicable provisions Provide Building Area Method (LTG -INT -BLD) or Space -By -Space Method (LTG-iNT-SPACE) Compliance Form. Document maximum allowed and proposed (including existing if applicable) lighting wattage of Addition or Change of Use scope. Provide applicable lighting controls per C405.2 and commissioning of lighting controls per C405.13. Alterations, Renovations and Repairs (C101.4.3.1) Q 60% or more of luminaires in space replaced Provide Building Area Method (LTG -INT -BLD) or Space -By -Space Method (LTG -INT -SPACE) Compliance Form. Document maximum allowed and proposed (including existing) lighting wattage of project scope ❑ Less than 60% of luminaires in space replaced Provide Space -by -space Method (LTG -INT -SPACE) Compliance Form. Document existing total wattage in space and proposed (including existing) lighting wattage of project scope ❑ Lamp and/or ballast replacementw ithin existing luminaires only - existing total interior building w attage not increased ❑ New w iring installed to serve added fixtures and/or fixtures relocated to new circtit Provide applicable manual lighting controls (C405.2..1), occupancy sensors (C405.2.2.2), daylight zone controls (C405.2.2.3), specific application controls (C405.2.3), and commissioning of lighting controls per C405.13 ❑ New or moved lighting panel Provide all applicable lighting controls as noted for New Wiring, automatic time switch controls (C405.2.2.1), and commissioning of lighting controls per C405.13. ❑ Space is reconfigured - luminaires unchanged or moved only Provide all applicable lighting controls as noted for New Wiring and commissioning of lighting controls per C405.13. ❑ No changes are being made to the interior lighting and space use not changed. Interior Lighting Summary - Space -by -Space 202 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3 LTG -INT -SPACE Revised June 2013 Project Info Project Address W ingstop Date 9/11/2013 17410 SouthcenterP arkw ay Tukwila ,WA 98188 Applicant Name: D avid C Sem Maximum Allowed Lighting Wattage For Building Department Use Location (plan #, room#, or ALL) Space Type* Allow ed Watts per ft2 Gross Interior Area in ft2 Watts Allowed (w atts/ft2 x area) D ming area : F am Aly dining area 0.89 770 685 Food preparation 0.99 443 438 R es tip om 0.98 118 116 Storage 0.63 203 128 C orridor/transition 0.66 91 60 S a]es area 1.68 190 319 322144 pct * Select Table C405.52(2) categoryfrom drop down menu. "+` For atriums, indicate height.Allowed wattage for first 40 feet is 0.03 W/ft. ht., above 40 feet is 0.02 Wilt. ht. Proposed Lighting Wattage Total Area Allow ed Watts 1815 1746 Location (plan #, room #, or ALL) Fixture Description (include exempt equipment per Note 3) Number of Fixtures Watts/ Fixture Watts Proposed E 1.0 Type A 7 50 350 Type B 12 7 84 Type C 13 59 767 Type D 3 35 105 Type E 8 12 96 Type F 5 50 250 Type G 1 3 3 Type H 2 6 12 Type I 10 3 34 f:> Total Proposed Watts maynot exceed Total Allowed Watts for Interior Lighting Total Proposed Watts 1701 Notes: 1. For proposed Fixture Description, indicate fixtLre type, Iamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length ofthe track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts/Fixture, use manufacturer'slisted maximum input wattage of the fixture (not simplythe lamp wattage) and other criteria as specked in Section C405.5.1. For line voltage track lighting, list the greater of actual luminaire wattage or length of track multiplied by50, or as applicable, the wattage of current limiting devices or ofthe transformer. Forlowvoltagetrack lighting list the transformer rated wattage. 3. Listallfixtures. For lighting equipment eligible forexemption per C405.5.1, note exception numberand leave Watts/Fixture blank 13 2:13 SEPARATE PERMIT AND APPROVAL REQUIRED RECEIVED CITY OF TUKWILA SEP 1 6 2013 PERMIT CENTER Consultants TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7316 TELEPHONE (263) 472 6900 FAX (263) 472 3403 N 3 ARCHITECTS Lc 3218 EASTLAKE AVE. EAST SUITE 1B SEATTLE . WA . 98102 206.402.5783 info@n3architects.com Project WINGSTOP 17410 SOUTHCENTER PARKWAY TUKWILA, WA 98188 Sheet Title LIGHTING CODE COMPLIANCE FORMS DRAWINGS, SPECIFICATIONS AND OTHER VISUAL MATERIALS, AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF THE ARCHITECT WHETHERTHE PROJECT FOR WHICH THEY ARE MADE BE EXECUTED 0R NOT. THE ARCHITECT RETAINS ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Revisions Date 9.10.13 Project No. 090312 N 3 ARCHITECTS, LLC COPYRIGHT 2013 Scale NONE Sheet No. E4.1 PANEL LOCATION: PREP 106 SERVING: RESTAURANT FED FROM: BUILDING SERVICE 208/120 VOLT 3 PHASE 4 WIRE 225 AMP BUS RATING 225 AMP MAIN BREAKER SCCR: 22,000 A AFC: 15,750 A MOUNTING: SURFACE CKT LOAD DESCRIPTION TYPE KVA A/P PHASE NP KVA TYPE LOAD DESCRIPTION CKT 1 GLASS DOOR MERCHANDISER D 3 REACH -IN REFRIGERATOR 5 FRYER 1 D 1.104 0.684 0.948 20/1 20/1 A ,..••••••11 B 20/1 20/3 1.692 M MAU-1 2 4 6 7 9 11 FRYER 2 D 0.948 20/1 A FRYER 3 D 0.948 20/1 B FRYER 4 0.948 20/1 20/3 1.728 M EF -1 8 10 12 13 FRYER 5 15 WORKTOP FREEZER 17 19 21 CONVECTION OVEN 0.948 1.308 5.040 20/1 A 20/1 B 20/3 40/3 10.800 M RTU -1 14 16 18 A B 23 ICE MACHINE D 0.660 20/1 50/3 15.120 M RTU -2 20 22 24 25 27 HOT FOOD WELL, 1.488 20/2 A 20/1 1.032 D SALAD/SANDVVICH UNIT 26 B 20/1 1.000 D CARBONATOR 28 29 COOKING AND HOLDING TIMER D 0.744 20/1 20/1 1.000 D 6 -VALVE SELF SERVE SODA SYSTEM 30 31 33 COOLER / FREEZER D 12.480 80/2 A 20/1 0.720 D ICE TEA DISPENSER 32 B 20/1 0.360 D KITCHEN HOOD FIRE SUPPRESSION 34 35 REC - SALES R 0.720 20/1 20/1 0.530. M WH -1, & CP -1 36 37 REC - SALES R 0.900 20/1 A 20/1 1.000 M BATHROOM EF -2 & EF -3 38 39 REC - WP ROOFTOP R 0.720 20/1 B 20/1 0.540 R SE SHOWVVINDOW 40 41 REC - DINING AREA DISPLAYS R 0.540 20/1 20/1 0.900 R N & NE SHOINVVINDOW 42 43 REC-HALLWAY R 0.180 20/1 A 20/1 1.000 L LTG - EAST EXTERIOR SIGN 44 45 AIR CURTAIN 0.384 20/1 B 20/1 1.000 L LTG - NORTH EXTERIOR SIGN 46 47 LTG - SALES, JAN, RR, PREP & COOK L 1.354 20/1 20/1 1.150 L LTG - TRACK & DOWN LIGHTS 48 49 LTG - EMERGENCY& EXITS L 0.230 20/1 A 20/1 0.478 L LTG - DINING 50 51 LTG - EMERGENCY & EXITS L 0.290 20/1 B 20/1 0.500 L LTG - OPEN TILL MIDNIGHT SIGN 52 53 SPARE 20/1 C 20/1 0.500 L LTG - HOT VVINGS TO GO SIGN 54 • PHASE LOAD PHASE A= 26.98 KVA PHASE B= 26.18 KVA P HAS E C= 21.45 KVA LOAD TYPE L R M H WH P A K LM TOTAL LOADS CONN. LOAD 6.50 4.50 30.87 32.74 15.12 74.62 KVA 207.11 AMP CALC. LOAD 8.13 REQUIRED OPTIONS: 4.50_ 30.87 32.74 3.78 80.02 KVA 222.12 AMP SERVICE -ENTRANCE RATED REMARKS: MECHANICAL EQUIPMENT SCHEDULE EQUIP. VOLT/ PHASE LOAD AMP KVA/W HP CIRCUIT BKR PANEL CONDUIT/WIRE SIZE FUSED DISC. OTOR RATE SWITCH MAGNETIC # TR STATE! PILOT SW REMARKS PACKAGED AIR CONDITIONING UNIT RTU -1 208,3 30 10.8 40/3 C 1"C, 3 #8 B.Y.E.0 RTU -2 208/3 42.0 15.100 50/3 1'C,C 1"C,3#8 B.Y.E.C. MAKE UP AIR MAU-1 208 3 4.7 1.693 20/3 C 3/4"C, 3 #12 B.Y.E.0 FAN EF -1 208 3 • 1.4 0.500 20/3 C 3/4"C, 3 #12 B.Y.E.0 EF -2 120W 1 4.2 0.500 20/1 C 3/4T, 2 #12 B.Y.E.0 INTERLOCK VVITH RESTROOM LIGHTINGS EF -3 120 1 4.2 0.500 20/1 C 3/4"C, 2 #12 B.Y.E.0 INTERLOCK WITH RESTROOM LIGHTINGS GAS WATER HEATER • . . . . ..." . . .. . . . . . . . . . . . . • f.. . . . . . . . . . . . . . . . . . , . . • . . . . . . . . . . . . .. . . . . . . . . . . .. . . . . . . . .. . . . . . WH -1 1.20 1 2.00 0.24 20/1 C 3/4"C, 2 #12 B.Y.E.0 WH -2 120 Cl 2.00 0.24 20/1 C 3/4"C, 2 #12 B.Y.E.0 PUMPS CP -1 120! 1 0.7 0.080 20/1 C 3/4"C, 2 #12 B.Y.E.0 'C)4(3 -193 SEPARATE PERMIT AND APPROVAL REQUIRED RECEIVED CITY OF TUKWILA SEP 1 6 2013 PERMIT CENTER Consultants TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 08409-7315 TELEPHONE (258) 472 8800 FAX (253) 472 8483 N 3 ARCHITECTS Lc 3218 EASTLAKE AVE. EAST SUITE 1B SEATTLE . WA . 98102 206.402.5783 info@n3architects.com Project WINGSTOP 17410 SOUTHCENTER PARKWAY TUKWILA, WA 98188 Sheet Title MECHANICAL EQUIPMENT AND PANEL SCHEDULE DRAWINGS, SPECIFICAllONS AND OTHER VISUAL MATERIALS, AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF THE ARCHITECT WHETHERTHE PROJECT FORWHICH THEY ARE MADE BE EXECUTED OR NOT. THE ARCHITECT RETAINS COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Revisions Date 9.10.13 Project No. 090312 N 3 ARCHITECTS, LLC COPYRIGHT 2013 Scale NONE Sheet No. E4.2 KITCHEN EQUIPMENT SCHEDULE NO EQUIP. VOLT PH LOAD CONDUIT/ WIRE SIZE FUSE DISC GFCI REC REMARKS HP KW AMPS PANEL K-01 GLASS DOOR MECHANDISER 120 1 9.2 C 3/4"C, 2 #12 REC MOUNT RECEPTACLE AT +60" AFF K-03 SANDWICH/SALAD UNIT 120 1 8.6 C 3/4"C, 2#12 REC MOUNT RECEPTACLE AT +24" AFF K-04 1 -DR. REACH -IN REFRIGERATOR 120 1 5.7 C 3/4"C, 3 #12 REC MOUNT RECEPTACLE AT +60" AFF K-06 HOOD FIRE SUPPRESSION SYSTEM 120 1 3.0 C 3/4"C, 2#12 K-14 ICE MACH. W/STORAGE BIN 120 1 5.5 C 3/4"C, 2#12 REC MOUNT RECEPTACLE AT +60" AFF K-17 HOT FOOD WELL 208 1 6.7 C 3/4"C, 3 #12 REC MOUNT RECEPTACLE AT +24" AFF K-18 SOLSTICE SUPREME GAS FRYER 120 1 7.9 C 3/4"C, 2#12 REC MOUNT RECEPTACLE AT +24" AFF K-20 COOKING AND HOLDING TIMER 120 1 6.2 C 3/4"C, 2#12 REC MOUNT RECEPTACLE AT +24" AFF K-21 SOLSTICE SUPREME FILTER UNIT IS INTEGRAL TO K-18 K-28 ICE TEA DISPENSER 120 1 6.0 C 3/4"C, 2 #12 REC MOUNT RECEPTACLE AT +24" AFF K-34 6 -VALVE SELF -SERVE SODA SYSTEM 120 1 8.3 C 3/4"C, 2 #12 REC MOUNT RECEPTACLE AT +24" AFF K-35 CARBONATOR 120 1 18.3 C 3/4"C, 2 #12 REC MOUNT RECEPTACLE AT +60" AFF K-42 12'-0" TYPE 1 EXHAUST HOOD 120 1 4.0 C 3/4"C, 2 #12 LI GHT IN HOOD K-84 WORKTOP FREEZER 120 1 10.9 C 3/4"C, 2 #12 REC MOUNT RECEPTACLE AT +18" AFF K-89 CONVECTION OVEN 208 3 14.0 C 3/4"C, 4 #12 REC MOUNT RECEPTACLE +42" AFF MECHANICAL EQUIPMENT SCHEDULE EQUIP. VOLT/ PHASE LOAD AMP KVA/W HP CIRCUIT BKR PANEL CONDUIT/WIRE SIZE FUSED DISC. OTOR RATE SWITCH MAGNETIC # TR STATE! PILOT SW REMARKS PACKAGED AIR CONDITIONING UNIT RTU -1 208,3 30 10.8 40/3 C 1"C, 3 #8 B.Y.E.0 RTU -2 208/3 42.0 15.100 50/3 1'C,C 1"C,3#8 B.Y.E.C. MAKE UP AIR MAU-1 208 3 4.7 1.693 20/3 C 3/4"C, 3 #12 B.Y.E.0 FAN EF -1 208 3 • 1.4 0.500 20/3 C 3/4"C, 3 #12 B.Y.E.0 EF -2 120W 1 4.2 0.500 20/1 C 3/4T, 2 #12 B.Y.E.0 INTERLOCK VVITH RESTROOM LIGHTINGS EF -3 120 1 4.2 0.500 20/1 C 3/4"C, 2 #12 B.Y.E.0 INTERLOCK WITH RESTROOM LIGHTINGS GAS WATER HEATER • . . . . ..." . . .. . . . . . . . . . . . . • f.. . . . . . . . . . . . . . . . . . , . . • . . . . . . . . . . . . .. . . . . . . . . . . .. . . . . . . . .. . . . . . WH -1 1.20 1 2.00 0.24 20/1 C 3/4"C, 2 #12 B.Y.E.0 WH -2 120 Cl 2.00 0.24 20/1 C 3/4"C, 2 #12 B.Y.E.0 PUMPS CP -1 120! 1 0.7 0.080 20/1 C 3/4"C, 2 #12 B.Y.E.0 'C)4(3 -193 SEPARATE PERMIT AND APPROVAL REQUIRED RECEIVED CITY OF TUKWILA SEP 1 6 2013 PERMIT CENTER Consultants TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 08409-7315 TELEPHONE (258) 472 8800 FAX (253) 472 8483 N 3 ARCHITECTS Lc 3218 EASTLAKE AVE. EAST SUITE 1B SEATTLE . WA . 98102 206.402.5783 info@n3architects.com Project WINGSTOP 17410 SOUTHCENTER PARKWAY TUKWILA, WA 98188 Sheet Title MECHANICAL EQUIPMENT AND PANEL SCHEDULE DRAWINGS, SPECIFICAllONS AND OTHER VISUAL MATERIALS, AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF THE ARCHITECT WHETHERTHE PROJECT FORWHICH THEY ARE MADE BE EXECUTED OR NOT. THE ARCHITECT RETAINS COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Revisions Date 9.10.13 Project No. 090312 N 3 ARCHITECTS, LLC COPYRIGHT 2013 Scale NONE Sheet No. E4.2 GENERAL PLUMBING NOTES THE FOLLOWING NOTES APPLY TO ALL PLUMBING DRAWINGS. ADDITIONAL PLUMBING NOTES MAY BE INDICATED ON EACH PLUMBING DRAWING. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 2 INSTALL ALL WASTE LINE CLEANOUTS IN ACCORDANCE WITH CHAPTER SEVEN OF THE UNIFORM PLUMBING CODE: A. 3" WASTE PIPE — 3" CLEANOUT WITH 2.5" PLUG B. 4" WASTE PIPE — 4" CLEANOUT WITH 3.5" PLUG C. 6" WASTE PIPE — 4" CLEANOUT WITH 3.5" PLUG 3 WASTE, VENT AND SUPPLY PIPING SIZES TO INDIVIDUAL PLUMBING FIXTURES SHALL BE AS SHOWN ON PLUMBING FIXTURE SCHEDULES. BELOW GRADE SANITARY WASTE PIPING SIZES SHALL BE AS SHOWN ON PLANS AND FIXTURE SCHEDULES AND SHALL NOT BE LESS THAN 2" DIAMETER. 4 ALL SANITARY SEWER PIPING BELOW SLAB SHALL BE INSTALLED AT A MINIMUM OF 1/4" PER FT SLOPE UNLESS APPROVAL IS PROVIDED BY THE "ADMINISTRATIVE AUTHORITY" IN WRITING FOR A SHALLOWER SLOPE. IN NO CASES SHALL SEWER PIPING BE INSTALLED AT LESS THAN 1/8" PER FT SLOPE. IN NO CASES WILL PIPING SMALLER THAN 4" BE INSTALLED AT SLOPES SHALLOWER THAN 1/4" PER FOOT. PIPING INSTALLED AT 1/8"/FT SHALL BE RESIZED PER CHAPTER 7 OF THE UNIFORM PLUMBING CODE AND SUPPORTING CALCULATION SUBMITTED TO ENGINEER FOR REVIEW. 5 PROVIDE STOPS PRIOR TO ALL PLUMBING EQUIPMENT. THIS SHALL ALSO INCLUDE PROVIDING INTEGRAL STOPS ON ALL SHOWER AND TUB/SHOWER VALVES (WHETHER SPECIFIED OR NOT). PROVIDE WASTE TRAPS AT ALL DIRECT CONNECTED EQUIPMENT IN ACCORDANCE WITH CODE AND THE SPECIFICATIONS. 6 PROVIDE TRAP PRIMERS AT ALL FLOOR DRAINS UNLESS NOTED OTHERWISE. PROVIDE UNION ON UPSTREAM AND DOWNSTREAM SIDE OF ALL TRAP PRIMERS. TRAP PRIMER BRANCH TAKEOFF SHALL BE FROM TOP OF MAIN DISTRIBUTION PIPE. 7 SEE ARCHITECTURAL DRAWINGS FOR PLUMBING FIXTURE ROUGH—IN DIMENSIONS AND OTHER DETAILS. ALSO SEE ARCHITECTURAL DRAWINGS FOR FINISH REQUIREMENTS OF ALL PLUMBING FIXTURES INCLUDING REQUIREMENTS FOR FLUSH LEVER LOCATION AT ADA ADA COMPLIANT TOILETS AND VALVE LOCATIONS OF ADA SHOWERS. REPORT ALL DISCREPANCIES TO ENGINEER PRIOR TO ANY WORK. 8 REFER TO ARCHITECTURAL DRAWING FOR ROOM ELEVA11ONS. LOCATE PLUMBING FIXTURES AT HEIGHTS SHOWN ON ARCHITECTURAL ROOM ELEVA11ONS. 9 PLUMBING DRAWINGS SHOW APPROXIMATE LOCATIONS OF PLUMBING FIXTURES. REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS. COORDINATE FLOOR DRAINS FOR MECHANICAL SPACES WITH MECHANICAL EQUIPMENT BEING SERVED. 10 REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR GENERAL CONSTRUCTION INCLUDING CONCRETE EQUIPMENT PADS, FLASHING DETAILS, ETC. 11 REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL ELECTRICAL CHARACTERISTICS OF PLUMBING EQUIPMENT (VOLTAGES, ETC). 36 PIPE BURIAL METHODS FOR BELOW GRADE PIPING SHALL COMPLY WITH MFR INSTALLA11ON INSTRUCTIONS, ASTM D 2321 AND ASTM F1668. FAILURE TO FOLLOW THESE REQUIREMENTS CAN LEAD TO PIPE FAILURE. 37 ROOF MOUNTED PIPING SHALL BE INSTALLED ON FREE FLOATING, PREFABRICATED SUPPORTS SIMILAR TO MIRO MODEL 24—R ON WALKWAY TREAD PADS. THE USE OF WOOD FOR SUPPORTS IS PROHIBITED. 12 ELECTRICAL CHARACTERISTICS OF LISTED EQUIPMENT SHALL BE VERIFIED BY CONTRACTOR DURING SUBMITTAL PROCESS. ANY ELECTRICAL CHARACTERISTICS THAT DEVIATE FROM THOSE LISTED SHALL BE IDENTIFIED BY THE CONTRACTOR, SUBMITTED TO THE ENGINEER FOR APPROVAL AND COORDINATED WITH DIVISION 26 ELECTRRICAL PRIOR TO INSTALLATION OF EQUIPMENT AS REQUIRED TO PROPERLY SERVE EQUIPMENT. 13 SECURE WATER HEATERS AND STORAGE TANKS AND PLUMBING EQUIPMENT TO STRUCTURE AS REQUIRED BY CODE. REFER TO THE STRUCTURAL DRAWINGS FOR ADDITIONAL SPECIAL REQUIREMENTS RELATED TO THE PLUMBING INSTALLA11ON. 14 PROVIDE PLUMBING ANCHORAGE AND EXPANSION EVERY 100' PIPE LENGTH PER CODE. 15 ACCESS PANELS ARE REQUIRED AT ALL CONCEALED VALVES AND EQUIPMENT. COORDINATE LOCATION AND SIZE WITH ARCHITECT. 16 INSULATE PIPING PER WSEC AND PER DIVISION 22 SPECIFICATIONS (WHICHEVER IS GREATER). 17 GENERALLY DUCTWORK PLANNED TO BE TIGHT TO STRUCTURE WITH PIPING BELOW DUCTWORK AND BETWEEN LIGHT FIXTURES. ADJUST AS NECESSARY. 18 COORDINATE LOCATIONS OF PLUMBING EQUIPMENT TO PROVIDE CLEARANCES OVER LIGHTING FIXTURES FOR REMOVAL AND SERVICE ACCESS DUE TO EQUIPMENT MAINTENANCE. 19 REFER TO PIPING DIAGRAMS AND DETAILS FOR REQUIRED FITTINGS, VALVES, ETC. FLOOR PLANS AND SECTIONS INDICATE EQUIPMENT LOCATIONS AND GENERAL PIPE ROUTING ONLY. 20 PROVIDE FABRICATED STEEL MEMBER SUPPORTS AS REQUIRED BY MANUFACTURER'S INSTALLATION INSTRUCTIONS, AS INDICATED ON DRAWINGS, OR IN SPECIFICA11ONS FOR INSTALLATION OF EQUIPMENT. REQUIRED STRUCTURAL MEMBERS, BOLTS, AND WELDS SHALL BE IN ACCORDANCE WITH AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) MANUAL. 21 IF REQUIRED FOR INSTALLATION OF PIPES AND EQUIPMENT, PROVIDE ADDITIONAL STRUCTURAL MEMBERS BETWEEN COLUMNS, JOISTS, AND STRUCTURAL FRAME TO MEET SUPPORT REACTIONS (FORCES, MOMENTS, DEFLECTIONS). STRUCTURAL MEMBERS SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER. 22 DO NOT CORE DRILL OR DRILL THROUGH BEAMS, COLUMNS, AND SHEAR WALLS, UNLESS INDICATED ON STRUCTURAL DRAWINGS OR AS APPROVED BY THE STRUCTURAL ENGINEER. 23 PIPES INDICATED WITHOUT DIMENSIONS SHALL BE SIZED PER PRECEDING UPSTREAM PIPE SECTIONS. 24 DRAWINGS ARE SCHEMATIC IN SOME AREAS AND MAY NOT SHOW PIPING OFFSETS WHICH MAY BE REQUIRED. 25 COORDINATE ALL PLUMBING WORK WITH ARCHITECTURAL PHASING DRAWINGS. 26 COORDINATE DEMOLITION WORK WITH ARCHITECTURAL DEMOLITION AND PHASING DRAWINGS. 27 PATCH ALL FLOOR, WALL, CEIUNG AND ROOF OPENINGS CREATED/CAUSED BY THE DEMOUTION OF EXISTING PIPES, FIXTURES, ETC IN ACCORDANCE WITH DIVISION 1 OF THE SPECIFICATIONS ALL WATER PIPING IN UNHEATED SPACES EXCEPT CIRCULATED HOT WATER SHALL BE HEAT TRACED AND INSULATED. WHERE PIPE SIZES ARE NOT SHOWN ON DRAWINGS, SIZE PIPING PER THE UNIFORM PLUMBING CODE. 28 29 30 PRIOR TO SUBMITTING ALL PLUMBING FIXTURES THE CONTRACTOR SHALL VERIFY COMPATIBILITY OF THE SPECIFIED FIXTURE WITH THE SIZES OF FINISH CABINETRY AS IDENTIFIED IN GENERAL CONTRACTOR'S SHOP DRAWINGS. ANY DISCREPANCIES BETWEEN THE SIZE OF THE FIXTURES SPECIFIED AND THE FINISH CABINETRY SIZES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IN WRITING BEFORE SUBMITTAL. 31 PLUMBING VENTS SHALL TERMINATE MINIMUM 10' FROM FRESH AIR INTAKES PER CODE. 32 LABEL ALL PIPING SYSTEMS PER THE IMC AND UPC. 33 SUPPORT AND BRACE PIPING SYSTEMS IN ACCORDANCE WITH UPC SECTION 314 AND AS REQUIRED IN THE SPECIFICATIONS. 34 ALL MATERIALS IN CONTACT WITH PIPING SYSTEMS SHALL BE COMPATIBLE FOR USE WITH AND FOR CONTACT WITH THE PIPING MATERIAL. CONTRACTORS AND TRADES SHALL VERIFY COMPATIBIUTY OF THEIR PRODUCTS WITH THE PIPING SYSTEMS. THIS INCLUDES, BUT IS NOT WITTED TO, FIRE STOPPING SEALANTS, FIRE STOPPING COLLARS, VIBRATION ISLOATION ELEMENTS, THERMAL INSULATION, EXPANSION JOINTS AND ANY MATERIAL IN CONTACT WITH PIPES. 35 ALL CAST IRON SOIL PIPE AND FITTINGS SHALL BE MARKED WITH THE COLLECTIVE TRADEMARK OF THE CAST IRON SOIL PIPE INSTITUTE (CISPI) AND BE USTED BY NSF INTERNATIONAL. PLUMBING LEGEND SYMBOL DESCRIPTION PIPING SPECIALTIES PRESSURE GAGE THERMOMETER SIGHT GLASS VENTURI FLOW METER 01.••••••••••••••••••••••••A FLOW METER MANUAL AIR VENT (MAV) GAS PRESSURE REGULATOR WATER METER WYE STAINER WYE STAINER WITH CAPPED HOSE END BLOWDOWN VALVE E--- FLANGE UNION ECCENTRIC REDUCER STEAM TRAP HOSE BIBBS 11 HOSE BIBB/WALL HYDRANT tTS Y PIPE ANCHOR ALLIGNMENT GUIDE TEMPERATURE/PRESSURE TEST PORT FLEXIBLE CONNECTION IN PIPING FUNNEL SHEET INDEX SHEET NO. TITLE P0.01 P0.02 P1.00 P3.00 P4.00 SYBOLS, LEGEND & NOTES ABBREVIATIONS, CALCULATIONS & SCHEDULES LEVEL 1 UNDERGROUND PLUMBING PLAN & LEVEL 1 PLUMBING PLAN DETAILS RISER DIAGRAMS PLUMBING LEGEND SYMBOL DESCRIPTION STORM PIPING SYSTEMS ST RL OL STORM WASTE (BELOW FLOOR) RAIN LEADER OVERFLOW LEADER ROOF DRAIN OVERFLOW DRAIN OVERFLOW SCUPPER GAS PIPING SYSTEMS G MPG LPG LOW PRESSURE GAS MEDIUM PRESSURE GAS PROPANE VALVES BALANCING VALVE PRESSURE REGULATING VALVE PRESSURE REDUCING VALVE (PRV) AUTOMATIC CONTROL VALVE — TWO WAY (ELECTRIC OPERATOR SHOWN) AUTOMATIC CONTROL VALVE— THREE WAY (ELECTRIC OPERATOR SHOWN) BALL VALVE GATE VALVE GAS COCK RELIEF VALVE CHECK VALVE BUTTERFLY VALVE --4><1--N-N-1><1— V"1><1— REDUCED PRESSURE BACKFLOW ASSEMBLY --I�- BALANCING/MEASURING VALVE PIPING O -- C FLOW ARROW CAP OR CLEANOUT PIPE UP OR TEE UP AND DOWN PIPE DOWN PIPE TEE UP PIPE TEE DOWN 45' DEGREE ELBOW 90' DEGREE ELBOW 4 WAY TEE TEE PIPE BREAK q3 PLUMBING LEGEND SYMBOL DESCRIPTION GENERAL NORTH O NORTH ARROW SECTION IDENTIFICATION SHEET IDENTIFICATION RISER CALLOUT, RISER -1 PLUMBING FIXTURE TAG, WC -1 REVISION CALLOUT, REV -1 REVISION BUBBLE DETAIL CALLOUT COLUMN GRID SYMBOLS GENERAL MECHANICAL NOTES NUMBER IDENTIFICATION FLAG MECHANICAL NOTES NUMBER IDENTIFICATION EXISTING WORK OR BACKGROUND INFORMATION (LIGHT LINE NEW WORK (HEAVY LINE RELOCATE EXISTING EQUIPMENT ITEM OR DEVICE INDICATED EXISTING EQUIPMENT OR PIPING TO BE SELECTIVELY DEMOUSHED TYPICAL EQUIPMENT DESIGNATION (PUMP SHOWN) POINT OF CONNECTION TO EXISTING WATER PIPING SYSTEMS WS WATER SERVICE CWF COLD WATER ALTERED COLD WATER (ABOVE FLOOR/GRADE) HOT WATER (ABOVE FLOOR/GRADE) (120' F TEMPERED WATER IF NOT INDICATED OTHERWISE) HIGH TEMP HOT WATER 140' OR AS INDICATED HIGH TEMP HOT WATER 160' OR AS INDICATED T TEMPERED WATER TRIC TEMPERED WATER CIRCULATING HOT WATER CIRCULATING 140 160 NP NON POTABLE WATER WATER METER DRAIN WASTE & VENT PIPING WASTE (ABOVE FLOOR) PIPING WASTE (BELOW FLOOR) PIPING VENT AW ACID WASTE GW GREASE WASTE GO GARAGE DRAIN C CONDENSATE DRAIN P PUMPED PIPING FCO FLOOR CLEANOUT (FCO) ---'I RICO WALL CLEANOUT (RICO) O VTR VENT THRU ROOF 4) FLOOR DRAIN FLOOR SINK PER RATE APPRpyAND AL REQUIRED RECEIVED CITY OF TUKWILA SEP 1 6 2013 PERMIT CENTER CC w^� CI. CC 0 LL w REUSE OF DOCUMENTS VERFY SCALE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF HV ENGINEERING, INC. AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF HV ENGINEERING. COPYRIGHT, HV ENGINEERING, INC. BAR MEASURES ONE INCH ON ORIGINAL DRAWING O"imaimmiiimm 1" IF NOT ONE INCH ON THIS DRAWING, ADJUST SCALES ACCORDINGLY. Consulting Mechanical Engineers 7100 Linden Ave. N., Suite 1 Seattle, Washington, 98103 Phone: (206) 706-9669 Fax: (206) 706-1830 www.hvengineering. biz DINE—IN OR CARRY --OUT N 3 ARCHITECTS Lw 3218 EASTLAKE AVE. EAST SUITE 1B SEATTLE . WA . 98102 206.402.5783 info@n3architects.com Project Sheet Title WINGSTOP 17410 SOUTHCENTER PARKWAY TUKWILA, WA 98188 SYMBOLS, LEGEND & NOTES DRAWINGS, SPECIFICATIONS AND OTHER VISUAL MATERIALS, AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF THE ARCHITECT WHETHERTHE PROJECT FOR WHICH THEY ARE MADE 8E EXECUTED OR NOT. THE ARCHITECT RETAINS ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Revisions Date 9/13/13 Project No. 2013-076 N 3 ARCHITECTS, LLC COPYRIGHT 2013 Scale NO SCALE Sheet No. Po.o1 ABBREVIATIONS AAV AC ABV AD AV AW AFC AFF AFG AFUE AHU AL APPROX ARCH ATMOS BATT BDD BF BFC BHP BI BLDG BOD BTU BTUH CFM CHAR CHEM CHWS CHWR CLG CO CONC CONN CPLG CS CSC CSO CV CW CRD DET DFU DIA DIM DISCH DI DMPR DN DP DR DWG EA EAT ECC ECON EER EF EFF EG EL ELEC AIR ADMITTANCE VALVE AIR CONDITIONING ABOVE ACCESS DOOR ACID VENT ACID WASTE ABOVE FINISHED CEIUNG ABOVE FINISHED FLOOR ABOVE FINISHED GRADE ANNUAUZED FUEL EFFICIENCY AIR HANDLING UNIT ALUMINUM APPROXIMATELY ARCHITECTURAL ATMOSPHERE BATTERY BACK DRAFT DAMPER BUND FLANGE BELOW FINISHED CEIUNG BRAKE HORSE POWER BACKWARD INCLINED BUILDING BOTTOM OF DUCT BRITISH THERMAL UNIT BRITISH THERMAL UNIT PER HOUR CUBIC FEET PER MINUTE CHARACTERISTICS CHEMICAL INJECTION CHILLED WATER SUPPLY CHILLED WATER RETURN CEILING CLEAN OUT CONCRETE CONNECT OR CONNECTION COUPLING CARBON STEEL CARSEALED CLOSED CARSEALED OPEN CONSTANT VOLUME COLD WATER CEIUNG RADIATION DAMPER DETAIL DRAINAGE FIXTURE UNITS DIAMETER DIMENSION DISCHARGE DUCTILE IRON DAMPER DOWN DIFFERENTIAL PRESSURE DRAIN DRAWING EACH ENTERING AIR TEMPERATURE ECCENTRIC ECONOMIZER ENERGY EFFICIENCY RA11O EXHAUST FAN EFFICIENT, EFFICIENCY EXHAUST GRILLE ELEVATION ELECTRICAL EQUIP EQUIPMENT ET ELECTRIC TRACED EXIST, (E) EXISTING EXH EXHAUST EXT EXTERIOR FH FD FF FLGD FLR FCO FPM FLTR FOF FPI FSK FT FU FV FW FPTU G GALV GEN GFI GR GPM GV GW GWR GWS HP HPFS HR HTG HT HVAC HW HWC HWS HWR IA ID IE IH IN INFO INST INSUL INV IRR IW FAHRENHEIT FIRE DAMPER OR FLOOR DRAIN FINISHED FLOOR FLANGED FLOOR FLOOR CLEAN OUT FEET PER MINUTE FILTER FACE OF FLANGE FINS PER INCH FOIL SKRIM KRAFT LINED DUCT (SPUNSTRAND) FEET, FOOT FIXTURE UNITS FACE VELOCITY FEED WATER FAN POWERED TERMINAL UNIT GAS GALVANIZED GENERATOR GROUND FAULT CIRCUIT INTERRUPTER GRILLE GALLONS PER MINUTE GATE VALVE GRAY WATER (NON POTABLE) GLYCOL WATER RETURN GLYCOL WATER SUPPLY HORSE POWER HIGH POINT FINISHED SURFACE HOUR HEATING HEIGHT HEATING, VENTILATION AND AIR CONDITIONING HOT WATER HOT WATER CIRCULATING HOT WATER HEATING SUPPLY HOT WATER HEATING RETURN INSTRUMENT AIR INSIDE DIMENSION INVERT ELEVATION INSULATION HOT INCH, INCHES INFORMATION INSTRUMENT INSULATE, INSULATION INVERT IRRIGATION (NON POTABLE) INDIRECT WASTE JAN JANITOR KW KWH LAT LB LC LF LL LOC LVG MA MAIL MAX MPG MA MBH KILOWATT KILOWATT HOUR LEAVING AIR TEMPERATURE POUND LOCKED CLOSED LINEAL FEET LANDLORD LOCATION LEAVING MED GAS MATERIAL MAXIMUM MEDIUM PRESSURE GAS MIXED AIR THOUSAND BRITISH THERMAL UNITS PER HOUR MCC MCA MAT MAX MECH MFR MED MH MIN MISC MV N NA NC NIC NO NG NTS 02 OC OSA OAT OA OD OPP OV OCP P PD PERF PF PH PJ PLCS PNL POC PRV PS PSV MOTOR CONTROL CENTER MAXIMUM CIRCUIT AMPS MIXED AIR TEMPERATURE MAXIMUM MECHANICAL MANUFACTURER MEDIUM MANHOLE MINIMUM, MINUTE MISCELLANEOUS MED VACUM NORTH, NEUTRAL NOT APPLICABLE NORMALLY CLOSED NOT IN CONTRACT NUMBER OR NORMALLY OPEN NATURAL GAS NOT TO SCALE OXYGEN ON CENTER OUTSIDE AIR OUTSIDE AIR TEMPERATURE OUTSIDE AIR OUTSIDE DIMENSION OPPOSITE OUTLET VELOCITY OVER CURRENT PROTECTION PUMP PRESSURE DROP PERFORATED PRE FILTER PHASE PUSH ON JOINTS PLACES PANEL POINT OF CONNECTION PRESSURE REDUCING VALVE PIPE SUPPORT PRESSURE SAFETY (RELIEF) VALVE QTY QUANTITY R RA RED REQD RR RJ RET RG RPM RWL SS SA SCHED SECT SEER SVC SHT SD SL SV SW STA STD SF SFD RELIEF RETURN AIR REDUCER REQUIRED REMOVE AND RELOCATE RESTRAINED JOINTS RETURN RETURN GRILLE REVOLUTIONS PER MINUTE RAINWATER LEADER SANITARY SEWER OR STAINLESS STEEL SUPPLY AIR SCHEDULE SECTION SEASONAL ENERGY EFF. RATIO SERVICE SHEET SMOKE DETECTOR SOUND LINING SOLENOID VALVE SOCKET WELD STATION STANDARD SUPPLY FAN SMOKE/FIRE DAMPER S.I.O. SUPPLIED AND INSTALLED BY OWNER/ (OTHER) SHT SHEET SP STATIC PRESSURE SPEC SPECIFICATION SR SUPPLY REGISTER SS STAINLESS STEEL SYS SYSTEM STAT THERMOSTAT TEMP TD TDH TEMP THRU TI TSTAT TYP TRU UL UNO UV UMC UP UBC UPC UG V VAC VDC VD VAC VAV VELF VTR VOL V/PH/HZ TEMPERATURE TEMPERATURE DIFFERENTIAL TOTAL DYNAMIC HEAD TEMPORARY THROUGH TENANT IMPROVEMENT THERMOSTAT TYPICAL TERMINAL REHEAT UNIT UNDERWRITER'S LABORATORY UNLESS NOTED OTHERWISE UNIT VENTILATOR UNIFORM MECHANICAL CODE UNIFORM PLUMBING CODE UNIFORM BUILDING CODE UNIFORM PLUMBING CODE UNDERGROUND VOLT VOLTS AC VOLTS DC VOLUME DAMPER VACUUM VARIABLE AIR VOLUME VELOCITY VENTILATION FAN VENT THROUGH ROOF VOLUME VOLTS/PHASE/HERTZ W/ WITH W/0 WITHOUT W WASTE WB WET BULB WC WATER CLOSET WCO WALL CLEAN OUT WG WATER GAUGE WHA WATER HAMMER ARRESTOR WT WATER TANK WT WEIGHT WTR, W WATER GAS WATER HEATER SCHEDULE MIN. SIZE TRAP/ARM IN. EQUIPMENT NUMBER WH -1 & 2 ET -1 [1] SERVICE CONDITIONS SERVICE HW PER FIXTURE TYPE SEALED COMBUST. JANITOR USE 140 DEGREE DOMESTIC STORAGE CAPACITY - - 1.5 CAPACITY MBH INPUT 380 0 CAPACITY MBH OUTPUT 304.0 BACKFLOW PREVENTOR EFF 80% SERVICE CONDITIONS WORKING PRESSURE (PSIG) 160 CAPACITY - GALLONS VENT CONNECTOR DIA. 4" ACCEPTANCE - GALLONS (EXP TANKS) HEIGHT X LENGTH X WIDTH 28-7/8" x 24-7/8" x 12-1/4" INSULATION WEIGHT (LBS) 113 ELECTRICAL DATA WATER VOLTAGE 120/60/1 150 - - MANUFACTURER -DESIGN BASIS 120/140 MANUFACTURER/MODEL A.O. SMITH A110 -910 -AN NOTES [1] PROVIDE PVC VENT KIT N/A 9/9/2013 PLUMBING CALCULATIONS STORAGE & EXPANSION TANKS MIN. SIZE TRAP/ARM IN. QTY EQUIPMENT NUMBER ET -1 FIXTURE TYPE PER FIXTURE SERVICE HW PER FIXTURE TOTAL HW LOCATION JANITOR DISHWASHER, DOMESTIC, INDEPENDENT DRAIN SYSTEM DOMESTIC TYPE - - 1.5 ORIENTATION VERTICAL 0 LINING YES BACKFLOW PREVENTOR ASME YES SERVICE CONDITIONS - - 0.5 CAPACITY - GALLONS 6.4 1.25 ACCEPTANCE - GALLONS (EXP TANKS) 3.2 - - INSULATION 2" FOAM URETHANE 1 FLUID WATER -- PRESSURE - PSI 150 - - TEMPERATURE - DEG F 120/140 UNIT CONDITIONS 0 HOSE BIBB (EACH ADDITIONAL) BOILER CONNECTION SIZE N/A 1 INLET & OUTLET TAP SIZE 3/4" WEIGHT (FULL) 80 LB FOOD -WASTE -GRINDER, COMMERCIAL DIAMETER AND HEIGHT 12"-15-5/8" MANUFACTURER -DESIGN BASIS AMTROL ST -12-C - - - - REMARKS 0 9/9/2013 2012 UPC PLUMBING CODE PER TABLE 7-3 AND TABLE A-2 BUILDING SUMMARY MIN. SIZE TRAP/ARM IN. QTY DOMESTIC WATER WSFU SEWER DFU FIXTURE TYPE PER FIXTURE TOTAL HW PER FIXTURE TOTAL HW PER FIXTURE TOTAL DISHWASHER, DOMESTIC, INDEPENDENT DRAIN 1.5 FS -1 1.5 - - 1.5 - - 2 0 DRINKING FOUNTAIN, WATER COOLER (PER HEAD) 1.25 BACKFLOW PREVENTOR 0.5 - - - - - - 0.5 0 DRINKING FOUNTAIN, WATER COOLER (ASSEMBLY) 1.25 FCO 0.75 - - - - - - 1 0 HOSE BIBB -- 1 2.5 - - 2.5 2.5 0 0 HOSE BIBB (EACH ADDITIONAL) -- 1 1 1 ENCLOSURE TYPE - FOOD -WASTE -GRINDER, COMMERCIAL 2 SPEED -RPM 4 - - - - - - 3 0 FLOOR DRAIN - EMERGENCY 2 5 - - - - - - - - 0 0 FLOOR DRAIN 2 1) 24 HR TIME CLOCK CONTROL -- -- -- - - 4 0 FLOOR DRAIN 3 -- -- -- - - 6 0 FLOOR DRAIN 4 SHOWER, SINGLE 2 1 2 2 2 2 2 2 SHOWER, EACH ADDITIONAL FOR GROUPED 2 2 - - 2 - - 1 0 LAVATORY, SINGLE 1.25 2 1 2 0.75 1.5 1 2 WASHFOUNTAIN, CIRCULAR SPRAY, .75" SUPPLY 1.5 4 - - 3 - - 2 0 RECEPTOR, INDIRECT WASTE <8 GPM) 1.25 5 - - - - - - - - 1 5 RECEPTOR, INDIRECT WASTE 8<GPM<15) 1.5 RECEPTOR, INDIRECT WASTE 16<GPM<30 2 - - - - - - - - 4 0 RECEPTOR, INDIRECT WASTE (31<GPM<50) 3 SINKS -- -- -- -- -- -- -- - - SERVICE OR MOP BASIN 2 OR 3 1 3 3 2.25 2.25 3 3 SERVICE, FLUSHING RIM 3 8 - - - - - - 6 0 WASHUP, EACH SET OF FAUCETS 2 - - 1.5 - - 2 0 WATER CLOSETS -- -- -- -- -- -- -- -- 1.6 GPF GRAVITY & FLUSHOMETER TANK, PRIVATE 3 2.5 - - - - - - 3 0 1.6 GPF GRAVITY & FLUSHOMETER TANK, PUBLIC 3 2 2.5 5 - - - - 4 8 1.6 GPF GRAVITY & FLUSHOMETER TANK, ASSEMBLY 3 3.5 - - - - - - 6 0 1.6 GPF FLUSHOMETER VALVE, PRIVATE 3 5 - - - - - - 3 0 1.6 GPF FLUSHOMETER VALVE, PUBLIC 3 5 - - - - - - 4 0 1.6 GPF FLUSHOMETER VALVE, ASSEMBLY 3 6 - - - - - - 6 0 >1.6 GPF FLUSHOMETER VALVE, PRIVATE 3 7 - - - - - - 4 0 >1.6 GPF FLUSHOMETER VALVE, PUBLIC 3 8 - - - - - - 6 0 >1.6 GPF FLUSHOMETER VALVE, ASSEMBLY 3 10 - - - - - - 8 0 COMMERCIAL KITCHEN AND LAUNDRY EQUIPMENT - - - - - - - - - - - - - - - - DISHWASHER - INDIRECT WASTE <50 GPM IW 4 - - 4 - - - - - - PRE -RINSE 2 2 -- 2 -- 2 0 THREE COMP SINK 3 1 3 3 2.25 2.25 6 6 PREP SINK IW 2 1.5 3 1.125 2.25 2 4 HAND SINK 1.5 3 1 3 0.75 2.25 1 3 JUICE, COFFEE, ICE MAKERS IW - POT FILLER, HOT ONLY - - 2 - - 2 - - - - - - COMMERCIAL LAUNDRY - INDIRECT WASTE <50 GPM IW , 4 - - 3 - - - - - - 9/9/2009 HYDRANT, DRAIN, AND BFP SCHEDULE SYMBOL ITEM MAKE/MODEL REMARKS FD -1 FLOOR DRAIN (FD) OR FUNNEL (FFD) (SIZE PER PLANS) JOSAM/30000-7A COATED CAST IRON, 2- PIECE BAODY W/DOUBLE DRAINAGE FLANGE, FLASHING COLLAR WEEP HOLES, ADJUSTABLE 7" ROUND SATIN NICKALOY STRAINER, VANDAL- PROOF SCREW 1/2" TRAP PRIMER CONNECTION, BOTTOM OUTLET AND INSIDE CAULK CONNECTION. NO HUB FD -2 FLOOR DRAIN (FD) OR FUNNEL (FFD) (SIZE PER PLANS) JOSAM/32100 COATED CAST IRON, 2- PIECE BAODY W/DOUBLE DRAINAGE FLANGE, FLASHING COLLAR WEEP HOLES W/SEDIMENT BUCKET, 1/2" TRAP PRIMER CONNCETION, BOTTOM OUTLET AND INSIDE CAULK CONNECTION. FS -1 FLOOR SINK (SIZE/GRATE CONFIGURATION PER PLANS) JOSAM/49340A WHITE PVC FLOOR SINK WITH 12" SQUARE TOP AND ALUMINUM DOME STRAINER W/1/2" GRATE TOP BFP-1 BACKFLOW PREVENTOR WATTS/SS009 WATTS/009 3/8" STAINLESS STEEL BACKFLOW PREVENTER FOR CARBONATED BEVERAGE DISPENSER. 1" WATER SERVICE BACKFLOW PREVENTOR BFP-2 BACKFLOW PREVENTOR BFP-3 BACKFLOW PREVENTOR WATTS/009 3/8" BACKFLOW PREVENTOR FOR WATER FILTERS, ICE TEA BREWERS AND ICE MACHINES. WHA WATER HAMMER ARRESTOR JOSAM/75000 STAINLESS STEEL HYDRO -PNEUMATIC SHOCK ABSORBER W/ELASTOMER BELLOWS FCO FLOOR CLEAN OUT JOSAM/57000 LEVELEZE COATED CAST IRON BODY W/ADJUSTABLE HOUSING, SATIN NIKALOY TOP AND INSIDE CAULK CONNECTION. WCO WALL CLEAN OUT JOSAM/58600-COT CAST IRON CAULKING FERRULE W/BRASS RAISED HEAD PLUS POUSHED NIKALOY OR STAINLESS STEEL COVER PLATE. SECURE W/SCREW SPIGOT CONNECTION TP -1 TRAP PRIMER PRECISION PLUMBING PRODUCTS/PR-500 ALL BRONZE TRAP PRIMER W/VACUUM BREAKER, CONTAINS NO SPRINGS , DIAPHRAMS, OR PLASTIC. PROVIDE WITH DISTRIBUTION UNIT DU -4. 9/13/2013 PIPING SYSTEM SCHEDULE AND SPECIFICATION SYSTEM ABOVE GROUND BELOW GROUND JOINT METHOD REMARKS/PIPE INSULATION SOIL/WASTE/VENT LISP CISP NO HUB - COLD WATER & HOT WATER 2" AND SMALLER TYPE L COPPER TYPE K COPPER OR PEX 95/5 SOLDER ABOVE JACKETTED FIBERGLASS INSULATION ON ALL CIRCULATED DOMESTIC HOT WATER PIPING. THICKNESS PER WSEC TABLE 14-6. 1/2" INSULATION ON COLD WATER MAIN GAS PIPING BLACK STEEL SCH 40 HDPE THREAD & COUPLE - STEEL MANF MECH JOINT - HDPE ANODELESS RISERS AT HDPE TRANSITIONS TO ABOVE GROUND GAS PIPING. NOTES: 9/9/2013 IFGC Gas Load Summary HVAC EQUIPMENT RTU'S MAU-1 Subtotal WATER HEATERS WH -1 & 2 Subtotal OVENS & ALL OTHER KITCHEN EQUIP FRYERS (5) 140 MBH EA. 0 MBH 180 MBH 61 MBH 241 MBH 0 MBH 760 MBH 760 MBH 700 MBH 0 MBH Subtotal Total 700 MBH 1,701 MBH TOTALS 1 24 � 22 15 1 33 PUMPS FIX UNIT GPM EQUIPMENT NUMBER CP -1 22 16 SERVICE COLD WATER 22 LOCATION JANITOR ROOM HOT WATER SERVICE/ DOMESTIC 1" SYSTEM DOMESTIC TYPE CARTRIDGE SERVICE CONDITIONS CAPACITY -GPM 3 TOTAL HEAD -FT 10 FLUID WATER TEMPERATURE -DEG F 140 DEG F UNIT CONDITIONS IMPELLER DIA -INCHES SPEED -RPM 3250 BRAKE HORSEPOWER MINIMUM EFFICIENCY-% MOTOR ENCLOSURE TYPE HORSEPOWER -MINIMUM 80 WATTS SPEED -RPM 3250 VOLTS -PHASE -HERTZ 115/60/1 CONNECTIONS - MANUFACTURER -DESIGN BASIS TACO 007 - BRONZE WEIGHT N/A SPEED CONTROL NO REMARKS 1,2 REMARKS 1) 24 HR TIME CLOCK CONTROL 2) PROVIDE UNIIONS AT PUMP CONNECTIONS 9/10/2013 WATER SERVICE CALCULATIONS Cold Water Piping to be Sized Based on a Hot Water Piping to be Sized Based on a FT System (FV=Flush Valve, FT = Flush Tank) FT System (FV =Flush Valve. FT = Flush Tank PIPE MAINS FIX UNIT GPM SIZE BUILDING SUPPLY 22 16 1" COLD WATER 22 16 1" HOT WATER 15 11 1" STATIC WATER PRESSURE AT MAIN (PSI) l 145.0 PIPE LOSS BETWEEN MAIN AND METER (PSI) 1.9 10.00 WATER PRESSURE AT METER (PSI) 143.1 METER LOSS (PSI) 5.0 1.00 DIAMETER METER PIPE LOSS BETWEEN METER AND BLDG (PSI) 2.8 30.00 BACKFLOW PRESSURE LOSS 14.0 WATER PRESSURE AT BUILDING (PSI) 121.3 If meter pressure less BFP Toss exceeds 80PSI, PRV required PRV FALL OFF AT PEAK FLOW (PSI) 8.00 PRV REQUIRED: SETPOINT (P80.0 BLDG SUPPLY PRESSURE FOR PIPE SIZING: FT OF 1.0 IN DIA. PIPE 9.4 PSI/100' LOSS FT OF 1.0 IN DIA. PIPE 9.4 PSI/100' LOSS COLD WATER PRESSURE LOSS: 72.0 ELEVATION (PSI) 4.3 MIN. RESIDUAL PRESS. AT REMOTE FIXT. (PSI) 25.0 TOTAL PRESSURE LOSS: 29.3 AVAILABLE PRESSURE (PSI) LONGEST PIPE RUN (FT) X 1.25 (FITTINGS) 1.25 72.0 29.3 42.7 100.0 1 10 (FEET AT 0.433 PSI/FT 42.67 X 100 FT 125.0 125 FT Friction Loss Not to Exceed 34.1 PSI/100FT LOSS Size All Piping Based on a Friction Toss of: 8 UPSI/100FT LOSS and max velocity based on installation standard. T13 EPARArE APPROVAL REQUIRED CC LU cc 0 RECEIVED LL IL]' C!) CITY OF TUKWILA SEP 1 6 2013 PERMIT CENTER REUSE OF DOCUMENTS VERFY SCALE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF HV ENGINEERING, INC. AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF HV ENGINEERING. COPYRIGHT, HV ENGINEERING, INC. BAR MEASURES ONE INCH ON ORIGINAL DRAWING 0" miumminium 1" IF NOT ONE INCH ON THIS DRAWING, ADJUST SCALES ACCORDINGLY. Consulting Mechanical Engineers 7100 Linden Ave. N., Suite 1 Seattle, Washington, 98103 Phone: (206) 706-9669 Fax: (206) 706-1830 www.hvengineering. biz DIKE -III OR CARRY -OUT N 3 ARCHITECTS uc 3218 EASTLAKE AVE. EAST SUITE 1B SEATTLE . WA .98102 206.402.5783 info@n3architects.com Project WINGSTOP 17410 SOUTHCENTER PARKWAY TUKWILA, WA 98188 Sheet Title ABBREVIATIONS, CALCULATIONS & SCHEDULES DRAWINGS, SPECIFICATIONS AND OTHER VISUAL MATERIALS, AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF THE ARCHITECT WHETHERTHE PROJECT FOR WHICH THEY ARE MADE BE EXECUTED OR NOT. THE ARCHITECT RETAINS ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Revisions Date 9/13/13 Project No. 2013-076 N 3 ARCHRECTS, LLC COPYRIGHT 2013 Scale NO SCALE Sheet No. P0.02 ORDER 3 GW UP FS -1 1, "V UP 2"GW UP 13 "V UP 3"GW UP 3"GW UP FS -1 2"V UP W/WCO 2"GW UP 1h"V UP 3"GW UP TO FD -1 DINING I2"GW UP OIN • 105 • • UPJ nn nn `Ju uu 3"GW UP FS TO (E) GREASE TERCEPTOR VAULT OUTSIDE JANITOR (E)4"GW 3"GW UP MS -1 1wV UP 3"GW P TO FD HALLWAY k'W UP/� Ta— D,'1 MEN'S J cc(7.SCALE: An = 1'O" LEVEL 1 UNDERGROUND PLUMBING PLAN 0 z (E)FFCo 1»"G (E)rCW METER TO BE REUSED RELOCATED CAP (E) %"CW (E)1 "CW / // (2) 4"INTAKES & (2) 4"EXHAUSTS UP TO R007. INSTALL PER MANUFACTURERS -RE ENDAT1ONS. LEVEL 1 PLUMBING PLAN SCALE: j/" = 1'O" cc0 SHEET NOTES CONNECT NEW 2"W FROM FD -1 INTO EXISTING SANITARY WASTE SERVING TOILETS CARBONATED LIQUID WASTE PIPING SHALL BE OF O CORROSIVE RESISTIVE MATERIAL. DO NOT USE COPPER PIPING OR CAST IRON UNTIL PROPER NEUTRALIZATION OR DILUTION HAS OCCURRED. O POINT OF CONNECTION. CONNECT NEW 4"GW WITH EXISTING. VERIFY SIZE & CONNECTION POINT MOP SINK W/J»" 1407 HOT & COLD WATER O4 CONNECTIONS TO FAUCET. PROVIDE SEPERATE SHUT—OFF & CHECK VALVES FOR EACH OPROVIDE FLOOR DRAINS WITH TRAP PRIMER FROM LAVATORY O 3 " 1407 HOT WATER TO HOSE BIB MOUNTED UNDER 3—COMP SINK 3—COMP SINK W/" 1407 HOT & COLD WATER Oi CONNECTIONS TO EACH FAUCET. PROVIDE SEPERATE SHUT—OFF & CHECK VALVES FOR FAUCET PREP SINK W/»" HOT & COLD WATER CONNECTIONS TO FAUCET. PROVIDE SEPERATE SHUT-OFF & CHECK VALVES FOR FAUCET. O HAND SINK / LAVATORY W/ HOT & COLD WATER CONN'S. SEE DETAIL 2/ P3.00 SODA SYSTEM W/ FILTERED CW CONNECTION. PROVIDE SHUT—OFF VALVE & APPROVED STAINLESS STEEL BFP-1 VALVE BACKFLOW PREVENTER WITH l0 INTERMEDIATE ATMOSPHERIC VENT INSTALLED UPSTREAM OF THE CARBONATORS. COPPER TUBING SHALL NOT BE PERMITTED IN THE SYSTEM DOWNSTREAM OF THE BACKFLOW PREVENTER TO PRECLUDE THE POSSIBUTY OF COPPER POISONING. 40,ICE MACHINE W/M" FILTERED CW CONNECTION. PROVIDE SHUT—OFF VALVE & BFP-3. CARBONATOR W/ »" FILTERED CW CONNECTION. PROVIDE SHUT—OFF VALVE & APPROVED STAINLESS STEEL BFP-1 VALVE BACKFLOW PREVENTER WITH i2 INTERMEDIATE ATMOSPHERIC VENT INSTALLED UPSTREAM OF THE CARBONATORS. COPPER TUBING SHALL NOT BE PERMITTED IN THE SYSTEM DOWNSTREAM OF THE BACKFLOW PREVENTER TO PRECLUDE THE POSSIBUTY OF COPPER POISONING. REUSE EXISTING TOILET & LAVATORY PLUMBING i3 FIXTURES. PROVIDE NEW TRAPS, WATER STOPS, — ADA WRAP ON TRAP & ESCUTCHEON PLATES CONNECT NEW SANIARTY VENTS TO EXISTING 3"0 i4 VENT THRU ROOF. VERIFY EXACT LOCATION AND SIZE IN FIELD. i5 CONNECT NEW COLD & HOT WATER LINES TO EXISTING TOILET & LAVATORY FIXTURES. is GAS SOLENOID VALVE INTERLOCK W/HOOD FIRE SUPPRESSION SYSTEM. REFER TO HVAC ROOF PLAN FOR GAS PIPE CONTINUATION. GENERAL NOTES 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS & LOCATIONS OF PLUMBING PIPING CONNECTION POINTS & INVERTS. 2. COORDINATE SLAB CUTTING & EXCAVATION REQUIREMENTS WITH ARCHITECTURAL/ STRUCTURAL. SAW CUTTING BY OTHERS, EXCAVATION BY DIV. 22. 213 23 SEPARATE PERMITAND APPROVAL REQUIRED RECEIVED CITY OF TUKWILA SEP 16 2013 PERMIT CENTER 1:: CC W Imo' CC 0 LL' W C REUSE OF DOCUMENTS VERFY SCALE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF HV ENGINEERING, INC. AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF HV ENGINEERING. COPYRIGHT, HV ENGINEERING, INC. BAR MEASURES ONE INCH ON ORIGINAL DRAWING 0" 1" IF NOT ONE INCH ON THIS DRAWING, ADJUST SCALES ACCORDINGLY. Consulting Mechanical Engineers 7100 Linden Ave. N., Suite 1 Seattle, Washington, 98103 Phone: (206) 706-9669 Fax: (206) 706-1830 www.hvengineering. biz DI11=—IN OR CARRY—OOT N 3 ARCHITECTS tic 3218 EASTLAKE AVE. EAST SUITE 1B SEATTLE . WA . 98102 206.402.5783 info@n3architects.com Project WINGSTOP 17410 SOUTHCENTER PARKWAY TUKWILA, WA 98188 Sheet Title LEVEL 1 UNDERGROUND PLAN PLUMB/ & LEVEL 1 PLUMBING PLAN DRAWINGS, SPECIFICATIONS AND OTHER VISUAL MATERIALS, AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF THE ARCHITECT WHETHERTHE PROJECT FOR WHICH THEY ARE MADE BE EXECUTED OR NOT. THE ARCHITECT RETAINS ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Revisions Date 9/13/13 Project No. 2013-076 N 3 ARCHITECTS, LLC COPYRIGHT 2013 Scale 1/4" =1' Sheet No. P1.00 v TERMOSTATIC MIXING VALVE "LAWLER MODEL 66-50" 11 GPM ® 5 PSI DROP BALANCING VALVE SET TO 3 GPM NOTES: 1. THE RECIRCULATION PUMP IS TO PROVIDE NO LESS THAN 2 GPM AND NO MORE THAN 4 GPM THROUGH EACH ACTIVATED UNIT IN THE SYSTEM. 2. INSTALL PER MANUFACTURERS REQUIRMENTS. BOILER PIPING DIAGRAM SCALE: NONE HALF—GRATE OR NO—GRATE AS INDICATED ON PLANS INSTALL FLUSH WITH FINISHED FLOOR OR AS LOCAL CODES REQUIRE. SOME LOCAL CODES REQUIRE FLOOR SINK RIM TO BE ABOVE FINISHED FLOOR. ANCHOR FLANGE MTH CLAMPING j" 140' HW TO MOP SINK, 3—COMP SINK & HOSE BIB %" 110' HW TO KITCHEN EQUIPMENT AND LAVATORY'S 1 "CW RAISED RIM INSTALLATION AS LOCAL CODES REQUIRE. NON—SHRINK GROUT RING AND SEEPAGE HOLES DOME STAINER NO—HUB FITTING DRAIN PIPE FLOOR SINK DETAIL NOT TO SCALE GAS VALVE REDUCER (AS REQUIRDED) REDUCER (AS REQUIRDED) UNION DRIP LEG ASSEMBLY FINISHED FLOOR PROVIDE WATERPROOF MEMBRANE AT ALL FLOOR DRAINS, FLOOR SINKS, AND TRENCH DRAINS. 7 TYPICAL GAS CONNECTION DETAIL SCALE: NTS OFFSET HOT WATER MAIN TO HAND SINK/ LAVATORY AS NEEDED. MANUFACTURER'S THERMOSTATIC TEMPERING VALVE TYPICAL HAND SINK OR LAVATORY NOTE: ROUTE HOT WATER PIPING MAIN OVER TO HAND SINK/ LAVATORY SUCH THAT NO MORE THAN 10' OF "DEAD" BRANCH PIPE EXISTS. TYPICAL FOR ALL HAND SINKS AND LAVATORIES. 2 TYPICAL LAVATORY AND HAND SINK PIPING DETAIL SCALE: NTS ADJUSTABLE STRAINE DEPRESS DRAIN 1/4" TO 1/2" WHERE NOT ALREADY SLOPED NON—SHRINK GROUT FINISH FLOOR 4 • e • •e 4. . e . :d . 4 .4. , 4 4 '• ee • • 4: i14e CLAMPING RIN LOW PRESSURE GAS TO APPUANCE/MECH UNIT TEE AND CAP MIN 10 PIPE DIAMETERS DOWNSTREAM OF REGUALTOR. REGULATOR: SEE PLANS FOR CAPACITY AN PRESSURE REQUIREMENTS GAS VALVE NION RIP LEG ASSEMBLY AP .4 •e CONCRETE PROVIDE WATERPROOF MEMBRANE AT ALL FLOOR DRAINS, FLOOR SINKS, AND TRENCH DRAINS. DRAIN PIPE FD -1 FLOOR DRAIN DETAIL RESSURE GAS SUPPLY AP VENT W/SCREEN. FOR INTERIOR INSTALLATIONS PROVIDE VENT IPING TO APPROVED OUTSIDE LOCATION, TURN DOWN AND SCREEN OUTLET. GAS PRESSURE REGULATOR DETAIL SCALE: NONE MINIMUM 4" OVERLAP TOP OF ROOFING FINISH FLOOR —\ COLLAR SLAB METAL COLLAR PRESSURE REDUCING VALVE SET AT 80 PSI, 2" WILKINS 500 BUILDING DRAIN BALL VALVE WITH VALVED ANTI—SIPHON HOSE BIBB CONNECTION. (N.C.) FLOOR—\ 1 "CW BFP-2 1 "CW INDIRECT WASTE TO APPROVED RECEPTOR (TW) WATER SERVICE DETAIL SCALE: NTS CLEANOUT FLOOR PLATE 4" RIM JAY R. SMITH FIG. 4106 OR EQUAL W/BRASS CAP CAULK W/ LEAD & OAKUM ALL AROUND ALL INSIDE FLUSH CLEANOUTS SHALL BE INSTALLED IN SUCH A MANNER THAT THE TOP COVER SHALL BE FLUSH WITH THE SURFACE OF THE FINISHED FLOOR. INTERIOR CLEANOUT DETAIL SCALE: NTS SOLDER LEAD COUNTER FLASHING COLLAR TO COUPLING LEAD FLASHING (3 LB.) HOT MOP FLASHING TO ROOF NOTE: COORDINATE PENETRATION W/ ARCH. & WP DRAWINGS, TYP.. GAS PIPE ROOF PENETRATION SCALE: NTS g PARArE APR 1�11rgND RRO��VgL RFD RECEIVED CITY OF TUKWILA SEP 1 6 2013 PERMIT CENTER MUSE OF DOCUMENTS VEFY SCALE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF HV ENGINEERING, INC. AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF HV ENGINEERING. COPYRIGHT, HV ENGINEERING, INC. BAR MEASURES ONE INCH ON ORIGINAL DRAWING 0" ma= 1" IF NOT ONE INCH ON THIS DRAWING, ADJUST SCALES ACCORDINGLY. HV Engineering, Inc. Consulting Mechanical Engineers 7100 Linden Ave. N., Suite 1 Seattle, Washington, 98103 Phone: (206) 706-9669 Fax: (206) 706-1830 www.hvengineering. biz DIIII—Ix OR CARRY—OUT N 3 ARCHITECTS u.c Project Sheet Title 3218 EASTLAKE AVE. EAST SUITE 1B SEATTLE . WA . 98102 206.402.5783 info@n3architects.com WINGSTOP 17410 SOUTHCENTER PARKWAY TUKWILA, WA 98188 DETAILS DRAWINGS, SPECIFICATIONS AND OTHER VISUAL MATERIALS, AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF THE ARCHITECT WHETHERTHE PROJECT FOR WHICH THEY ARE MADE BE EXECUTED OR NOT. THE ARCHITECT RETAINS ALL COMMON LAW, STAMORYAND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Revisions Date 9/13/13 Project No. 2013-076 N 3 ARCHITECTS, LLC COPYRIGHT 2013 Scale NO SCALE Sheet No. P3.00 1h"V /7 hWV • .. /,� ��```2"V /'/1 • 3"GW 1 r/r''.`��.. FS-1Ne HS -1 042"GW 1 h"V FS -1 3"GW FD -1 r 3"GW 1h"V 2"V FS -1 r1 rr ... 1r/ /rte, . r/'r I �.`� 2"V r'' FS -1 i �.�� 3"GW 4"FCO WCO G4 GW 3"GW G'/y TO (E) GREASE INTERCEPTOR VAULT 1»"V OUTSIDE I �> 4%. 2"V 2"V �`yrr GA‘ 4"GW Li hnv FD -1 SEE SHEET P1.00 FOR ADDITIONAL SHEET NOTE INFORMATION •l 3"GW GREASE, WASTE AND VENT RISER DIAGRAMS SCALE: NTS 2"W V � »"CW HS -1 FD -2 1Jw"V CAP (E) rCW CONNECT TO EXISTING TOILET WASTE UNE o"W FD -2 h"Cw SODA MACHINE 1 "CW (E)1 "CW 1 "CW N4"CW HB -1 TO SODA MACHINE FILTRATION SYSTEM %"HWC h"Cw %"HW (E) METER TO BE RELOCATED HS -1 N."HW ift"CW rCW Y4"4 3—COMP SINK %4"HWC wCW "HWC 1 "CW N."HW HW 4"1401HW Yi."CW h"1 -1W PREP SINK j"CW 9 / j "HW HS -1 "CW h"CW NbP TO ICE MACHINE FILTRATION SYSTEM ICE MACHINE TO CARBONATOR FILTRATION SYSTEM }i"CW CARBONATOR CONTINUE TO EXISTING CW & HW SUPPLYING LAV AND TOILET SEE SHEET P1.00 FOR ADDITIONAL SHEET NOTE INFORMATION WATER RISER DIAGRAM SCALE: NTS h"CW // /.1 Aga 1 "CW 1 "CW r 1 I I :::1111P3."000W I :EPANTE. AppR IT AMPI.D ED RECEIVED CITY OF TUKWILA SEP 1 6 2013 PERMIT CENTER SSUED FOR PERMIT REUSE CF DOCI! NTS VERFY SCALE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF HV ENGINEERING, INC. AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF HV ENGINEERING. COPYRIGHT, HV ENGINEERING, INC. BAR MEASURES ONE INCH ON ORIGINAL DRAWING 0" =um 1" IF NOT ONE INCH ON THIS DRAWING, ADJUST SCALES ACCORDINGLY. Engin Ince Consulting Mechanical Engineers 7100 Linden Ave. N., Suite 1 Seattle, Washington, 98103 Phone: (206) 706-9669 Fax: (206) 706-1830 www.hvengineering. biz DI11E-III O: CARRY -OUT N 3 ARCHITECTS Project Sheet Title 3218 EASTLAKE AVE. EAST SUITE 1B SEATTLE . WA . 98102 206.402.5783 info@n3architects.com WINGSTOP 17410 SOUTHCENTER PARKWAY TUKWILA, WA 98188 RISER DIAGRAMS DRAWINGS, SPECIFICATIONS AND OTHER VISUAL MATERIALS, AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF THE ARCHITECT WHETHERTHE PROJECT FOR WHICH THEY ARE MADE BE EXECUTED OR NOT. THE ARCHITECT RETAINS ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Revisions Date 9/13/13 Project No. 2013-076 N 3 ARCHITECTS, LLC COPYRIGHT 2013 Scale 1/4" =1' Sheet No. P4.00 do %iv% CONTACTS: LANDLORD/ LESSOR: BMW NAME CITY, ZIP ATTN: CODES/ OCCUPANT DATA: CODE YEAR/TYPE: FRANCHISEE/C�MPAI�'N�AME LESSEE: A DRE 1" 1" IlD IL 13 -III Olt CAlit Y-®NIr 7 SOUTHCENTER PARKWAY SUPER CENTER 17410 SOUTHCENTER PARKWAY, TUKWILA, WA98188 a GENERAL NOTES 1: THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED PERMITS APPROVALS AND PAY ALL APPLICABLE PERMIT FEES WITH THE AGENCY HAVING JURISDICTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL INSPECTIONS AND APPROVALS REQUIRED DURING THE COURSE OF THE WORK. 2. ALL CONTRACTORS FOR THIS WORK ARE. REQUIRED TO HAVE INSURANCE OF THE TYPES AND LIMITS SPECIFIED BY THE LANDLORD AND OWNER. 3. THE GENERAL CONTRACTOR SHALL PROVIDE SCHEDULING AND/OR COORDINATION WITH THE LANDLORD'S FIELD REPRESENTATIVE FOR THE FOLLOWING INSTALLATIONS OR PROCEDURES: A INSTALLATIONS OF CONDUIT AND PIPING IN OR BELOW THE FLOOR SLAB. B. CONNECTIONS TO DOMESTIC WATER, SANITARY AND GREASE WASTE, SANITARYVENT, AND SMOKE/FIREALARMS: C. INSTALLATION OF PRIMARY DUCTWORK, VAV BOX AND CONTROLS. D. PROGRAMMING OF THE VAV BOX CONTROL AND SENSORS. E. ANY WORK REQUIRED AT THE LANDLORD'S SWITCHGEAR. F. HARDWARE AND SOFTWARE MODIFICATIONS TO COMPLETE THE INTERFACE WITH LANDLORDS BASE BUILDING LIFE SAFETY SYSTEM. 4. THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO ANY WORK - CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK AND MATERIALS BY SUBCONTRACTORS. `-:INCLUDING THAT FURNISHED 5. CONTRACTOR SHALL REPORT TO THE ARCHITECT ANY ERRORS, INCONSISTENCIES, OR OMISSIONS HE MAY DISCOVER PRIOR TO COMMENCING WORK. 6. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS - DO NOT SCALE. IIO N 7. ALL PLAN DIMENSIONS ARE FROM FACE OF GYPSUM BOARD, TO THE FACE OF GYPSUM BOARD, UNLESS NOTED OTHERWISE. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUPERVISING AND DIRECTING THE WORK USING HIS BEST SKILL AND ATTENTION: HE SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. THE OWNER RESERVES THE RIGHT TO ALLOW ASSIGNED VENDORS IN CONNECTION WITH. THE R COORDINATING THE WORK. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR WORK OF ALL SUBCONTRACTORS INCLUDING THE VENDORS ASSIGNED BY THE OWNER WITH THE OWNER. THE CONTRACTOR SHALL PROVIDE NECESSARY FIELD DIMENSIONS AND INFORMATION TO ALL OWNER ASSIGNED VENDORS AND/OR FABRICATORS. THE OSCHEDULING O AND CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION SUPERVISION OF ALL OWNER SUPPLIED AND INSTALLED ITEMS. 9. UPON SUBSTANTIAL COMPLETION OF TENANTS WORK IN THE PREMISES, TENANT AND HIS CONTRACTOR MUST SCHEDULE WITH LANDLORD'S FIELD REPRESENTATIVE TO CONDUCT A FINAL INSPECTION AND PREPARE A PUNCHLIST WHICH ENUMERATES ANY AREAS OF CONSTRUCTION, FIXTURING, LIGHTING OR LAMPING, MERCHANDISING, ETC., THAT ARE NOT IN ACCORDANCE ANCE WITH THE LANDLORD -APPROVED PLANS OR LEASE. THE STOREFRONT BARRICADE MAY NOT BE REMOVED UNTIL THIS INSPECTION AND ANY REQUIRED CORRECTIONS HAVE BEEN COMPLETED. 10. LANDLORD'S CONDITIONS IN THE - TENANT DESIGN GUIDE HANDBOOK, SHALL BE PART OF ANY CONTRACT AND/OR AGREEMENT ENTERED INTO BY THE GENERAL CONTRACTOR. THE GENERAL CONTRACTOR SHALL SCHEDULE A PRECONSTRUCTION MEETING WITH THE ABOVE NOTED LANDLORD CONTACT PRIOR TO ANY CONSTRUCTION. 11. FIRE SPRINKLERS WERE FOUND TO BE EXISTING AT THE PROPOSED TENANT SITE. THE GENERAL CONTRACTOR SHALL PERFORM FINAL VERIFICATION PRIOR TO CONSTRUCTION AND PROVIDE THE FOLLOWING PROCEDURES: A. FIRE SPRINKLER SYSTEM DESIGN SHALL BE PER ALL LOCAL AND NATIONAL FIRE CODES. FIRE SYSTEM SHALL BE INCLUSIVE OF ALL EXPOSED AND CONCEALED SPACES AND ABOVE CEILING SPACES AS REQUIRED BY THE LOCAL AUTHORITY HAVING JURISDICTION. B. SUBMIT SHOP DRAWINGS TO APPLICABLE STATE & LOCAL AUTHORITY HAVING JURISDICTION. C. SECURE ALL PERMITS. D. GIVE 24 HOUR NOTICE PRIOR TO FIRE SPRINKLER MODIFICATION. (VERIFY W/ PROPERTY MANAGER.) 12. HAND HELD FIRE EXTINGUISHERS SHALL BE PROVIDED AND INSTALLED BY THE. GENERAL CONTRACTOR. 13. GENERAL CONTRACTOR TO COORDINATE LOCATION OF TRASH DUMPSTER WITH PROPERTY MANAGER. 14. PROVIDE PROPERTY MANAGER REQUIRED PROOF OF BUILDER RISK INSURANCE AND DAMAGE DEPOSIT PRIOR TO BEGINNING ANY DEMOLITION OR CONSTRUCTION PROCEDURES.. 15. ALL CONSTRUCTION SHALL COMPLY WITH APPLICABLE BUILDING CODES, LOCAL AND STATE RESTRICTIONS INCLUDING TAS & ADAACCESSIBILITY. STANDARDS. 16. SAW CUTS: A. REFER TO STRUCTURAL PLANS FOR PLUMBING SAW CUT REQUIREMENTS. B. ALL SAW CUTS SHALL BE LOCATED INSIDE THE PROPOSED COOKING AND SERVICE AREAS SCHEDULED FOR FLOOR TILE AND SHALL NOT OCCUR IN PROPOSED SEATING AREAS. OR PASSAGEWAYS (AREAS SCHEDULED FOR CONCRETE SCORING). 17. PARTIAL PLANS: THE CONSTRUCTION DOCUMENTS AS DEFINED BY THE DRAWING INDEX ARE ALL NECESSARY. TO DEFINE THE TOTAL PROJECT. PARTIAL PLANS SHOULD NOT BE ISSUED BY THE FRANCHISEE OR THE GENERAL CONTRACTOR FOR BIDDING OR CONSTRUCTION. CLEAN WORK AREAS ON A DAILY BASIS SO AS TO NOT 18. CONTRACTOR SHALL LE ACCUMULATE DEBRIS - UPON PROJECT COMPLETION CONTRACTOR IS TO CLEAN WORK AREAS AND JOB SITE THOROUGHLY SO AS TO REMOVE ALL CONSTRUCTION DUST, RESIDUE AND DEBRIS. DELIVER BUILDING TO OWNER IN CLEAN CONDITION ALLOWING IMMEDIATE OPERATION. 19. ALL WORK SHALL BE PERFORMED TO THE HIGHEST INDUSTRY STANDARDS FOR QUALITY WORKMANSHIP - ALL MATERIALS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS MATERIALS AND METHODS SHALL CONFORM TO APPROPRIATE. NATIONAL TRADE PUBLICATIONS. 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR JOB SAFETY, AND SHALL TAKE ALL NECESSARY PRECAUTIONS TO SECURE SAFETY OF WORKERS AND OCCUPANTS AT ALL TIMES. 21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REMEDY OR REPLACE ANY FAULTY, IMPROPER OR INFERIOR MATERIALS OR WORKMANSHIP WHICH SHALL APPEAR WITHIN A SPECIFIC COMPONENT AFTER THE COMPLETION AND ACCEPTANCE OF THE WORK UNDER THIS CONTRACT FOR APERIOD OF NOT LESS THAN 1 YEAR FROM C.O. 22. THE CONTRACTOR SHALL PROVIDE WOOD BLOCKING AS REQUIRED FOR MOUNTING TABLES, SHELVING, CABINETS, AND ANY OTHER EQUIPMENT NOT SPECIFICALLY MENTIONED. ALL WOOD SHALL BE NON-COMBUSTABLE AS PER LOCAL AUTHORITY HAVING JURISDICTION. 23. ALL FINISHES SHALL MEET ALL CODES AND REQUIREMENTS AS PER THE AUTHORITY HAVING JURISDICTION. N 24: EXISTING UTILITY SERVICES SHOWN TO REMAIN, REROUTE AS REQUIRED TO CONCEAL THE SERVICES IN WALLS AND ABOVE CEILINGS, 25, TEMPORARY ENCLOSURES SHALL BE PROVIDED BY THE CONTRACTORDl OVER AN OR AROUND ANY EXTERIOR OPENINGS AS NECESSARY FOR THE PROPER INSTALLATION OF ANY PORTION OF WORK IN CONJUNCTION WITH THE LANDLORDS STANDARD GUIDELINES. 26:: NO MATERIAL SUBSTITUTIONS CONTRACTOR HAS SHALL BE PERMITTED AFTER BEEN AWARDED JOB, SUBSTITUTIONS SHALL BE EQUAL OR BETTER IN THE OPINION OF THE OWNER. 27. GENERAL CONTRACTOR SHALL COORDINATE & SUPPLY ALL REQUIRED FIRE EXTINGUISHERS AS DIRECTED BY FIRE MARSHALL IN ADDITION TO THOSE INDICATED IN THE DRAWINGS:: 2. 8 GENERAL CONTRACTOR SHALL FURNISH AND INSTALL REQUIRED ROOF OPENING FRAMING FOR SCHEDULED HVAC & EXHAUST UNITS. FOR STRUCTURAL SUPPORT OF EQUIPMENT & SUPPORT OF ROOF OPENINGS, REFER TO STRUCTURAL DRAWINGS. 29. GENERAL CONTRACTOR SHALL FURNISH AND INSTALL REQUIRED ROOF DOCUMENTATION FOR THE MODIFICATION EXISTING ROOF AS APPLICABLE PER THE OWNER'S LEASE. THE LANDLORD SHALL BE CONTACTED TO OBTAIN ALL REQUIREMENTS FOR LISTED SUB CONTRACTORS W/ WARRANTY WORK FOR THE SPECIFIED ROOFING SYSTEM. 30 ALL 1X WOOD TRIM AS NOTED SHALL BE OF A CLEAR PAINT GRADE PINE. 31. ALL 2X WOOD WALL FRAMING & CEILING FRAMING SHALL BE NON-COMBUSTIBLE FIRE RETARDENT TREATED AS REQUIRED BY LOCAL CODES & THE AUTHORITY HAVING JURISDICTION. 32. CONTRACTOR SHALL CONTACT THE LANDLORD DURING THE BIDDING PHASE OF THE PROJECT FOR ANY REQUIREMENTS FOR FIRE ALARM SYSTEMS. THESE SYSTEMS IF REQUIRED SHALL BE INCLUDED IN THE CONTRACT FOR THIS PROJECT. 33 CONTRACT. FORM: PH PHONE ZIP ATTN. 2012 - INTERNATIONAL BUILDING CODE W/ WA STATE AMENDMENTS 2012 - INTERNATIONAL MECHANICAL CODE 2012 - INTERNATIONAL FIRE CODE 2012 - UNIFORM PLUMBING CODE 2008 NATIONAL ELECTRICAL CODE (NFPA 70) 2012 - WA STATE ENERGY CODE 2012 - INTERNATIONAL FUEL GAS CODE Applcant FRANCHISOR: WINGSTOP RESTAURANTS INC. 1101 EAST ARAPAHO ROAD, SUITE 250 RICHARDSON, TEXAS 75081 972-686-6500 PHONE, 972-686-6502 FAX ARCHITECT N 3 ARCHITECTS, LLC 3218 EASTLAKE AVE E SEATTLE, T WA 98102 206-402-5783 ATTN: MR.; ROD BUTLER PROJECT COORDINATOR: MECHANICAL ENGINEER ELECTRICAL ENGINEER WINGSTOP RESTAURANTS INC. RICHARDSON, TEXAS 75081 O ROAD, SUITE 150 S ARAPAH R A 1101 EAST FAX 972-686-6502 500 PHONE, 972-686 6 A ATTN: MR. JOHN B. -.MCDONA LD IA N HV ENGINEERING EERING 7100 LINDEN AVE N. SUITE 1 SEATTLE, WA 98103 (206)706-9669 TRES WEST ENGINEERS 2702 S 42 ST SUITE 301 (253)472-3300 EXISTING SHELL BUILDING: 1. OCCUPANCY CLASSIFICATION: GROUP M 2. TYPE OF CONSTRUCTION: V-A 3. FIRE SPRINKLERS: YES 4. STORIES - ACTUAL 1 PROPOSED LEASE SPACE: CODE REFERENCES: IBC CHAPTER 3, SECTION 303 IBC CHAPTER 6 IBC CHAPTER 9 IBC CHAPTER 5, TABLE 503 IBC CHAPTER 10, TABLE. 1004.1:1 APPROVED SUBJECT TO ORDINANCE OCT 21 2013 GROUP A-2 OCCUPANT LOAD AS FOLLOWS: 5. AREA (NET LEASE SPACE): 1,963 S.F. ORDER AREA (NET .USABLE) 100 SQ.= Gai! 1/5 PER OCCUPANT = 20 OCCUPANTS SEATING AREA( NET USABLE): 730 SQ FT. © .1/15 PER OCCUPANT = 49 OCCUPANTS MEN; WOMEN RESTROOMS & HALLWAY AREAS: S NOT APPLICABLE) AREA B:FT. 222 Q (ACCESSORY O EAS SALES COOKING, PREP, & JANIT RAR (NET USABLE): : ' 602 SQ. FT.©1200 PER ER OCCUPANT = 3 OCCUPANTS. *WALK-IN COOLER /FREEZER AREA O APPLICABLE) 100 SQ. FT. (ACCESSORY AREA NOT I ) 6. TOTAL OCCUPANTS: 72 EXITS REQUIRED: 02 PROVIDED: 02 Public By Seattle. my S S. X-3 1 I -)g A PREOPERATIONAL ON AL INSPEC'T'ION BY THP KING COUNTY HEALTH DEF RTMENT IS REQUIRED PRIOR TOOPERATION. APPLICANT PLA N SET IS REQUIRED UIRED TO I3 Q E AVAILABLE ON SITE DURING} THAT INSPECTION. LIST OF DRAWINGS SYMBOL LEGEND SECTION KEY: TOP LETTER / NUMBER & (BOTTOMSHEET NUMBER ELEVATION KEY: . TOP LETTER / NUMBER & (BOTTOMSHEET NUMBER DOOR NUMBER / LETTER WINDOW NUMBER / LETTER EQUIPMENT NUMBER REFER TO SHEET EQ.1 WALL TYPE REFER TO SHEET A 1 CS SP.1 Al A1.1 A1.2 A.2 A2.1 A3 A4 A5 A6 A7 EQ.1 EQ.1.1 EQ.2 S-1 COVER SHEET & GENERAL NOTES SITE PLAN ARCHITECTURAL FLOOR PLAN FLOOR FINISH PLAN DEMO PLAN REFLECTED CEILING PLAN & DETAILS ROOFPLAN INTERIOR ELEVATIONS FINISH, DOOR, & HARDWARE SCHEDULES SALES COUNTER PLAN & DETAILS WALL SECTIONS & DETAILS TYPICAL DETAILS EQUIPMENT PLAN SCHEDULE ULE U H EQUIPMENT EQUIPMENT ELEVATIONS ENT INTE RIO R ELE ONS HVAC ROOF MOUNT DETAIL M0.01 SYMBOLS. LEGEND, ABBREVIATIONS & NOTES M0.02 SCHEDULES M1.00 LEVEL 1 HAVC PLAN M3.00 DETAILS & SEQUENCE OF OPERATION M3.01 KITCHEN HOOD & EQUIPMENT REFERENCE DRAWINGS M3.02 KITCHEN HOOD & EQUIPMENT REFERENCE DRAWINGS M3.03 KITCHEN HOOD & EQUIPMENT REFERENCE DRAWINGS M3.04 KITCHEN HOOD OOD &EQUIPMENT REFERENCE DRAWINGS M3.05 KITCHEN HOOD & EQUIPMENT REFERENCE DRAWINGS E1.0 LIGHTING PLAN E2.0 POWER PLAN E3.1 SPECIFICATIONS PLAN E3.2 SPECIFICATIONS PLAN O E4.1 ' LIGHTING CODE COMPLIANCE FORMS E4.2 MECHANICAL EQUIPMENT & PANEL SCHEDULE P0.01 SYMBOLS, LEGEND & NOTES. CALCULATIONS, ABBREVIATIONS, & SCHEDULES P1.00 LEVEL 1 UNDERGROUND PLAN PLUMBING & LEVEL 1 PLUMBING PLAN P3.00 DETAILS P4.00 RISER DIAGRAMS • 4111 X/X.x LT - ENLARGED DETAIL COLUMN (CENTER -LINE) OR WALL A THE CONTRACT FORM SHALL BE' STANDARD FORM OF AGREEMENT BETWEEN CONTRACTOR AND OWNER FOR THE CONSTRUCTION OF BUILDINGS' AIA DOCUMENT FORM. A-101. B. GENERAL CONDITIONS OF THE CONTRACT:AIA DOCUMENT: A-201, GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, 1997 EDITION IS HEREBY MADE A REQUIREMENT OF THE CONTRACT DOCUMENTS. ACOPY IS ON FILE W/ THE ARCHITECT FOR THE CONTRACTOR REVIEW. 34 SUBSTITUTIONS: SPECIFIED PRODUCTS HAVE BEEN USED IN PREPARING THESE DOCUMENTS TO ESTABLISH MINIMUM QUALITIES WHICH SUBSTITUTIONS MUST MEET TO BE CONSIDERED ACCEPTABLE. THE BURDEN OF PROOF OF EQUALITY RESTS W/ THE CONTRACTOR. ADEQUATE SUPPORTING INFORMATION MUST ACCOMPANY ALL SUBSTITUTION SUBMITTALS, WHICH MUST BE SUBMITTED TO THE ARCHITECT FOR APPROVAL. 35 MECHANICAL, ELECTRICAL & PLUMBING: THE GENERAL CONTRACTOR SHALL FIELD VERIFY THE EXISTING UTILITIES FOR COORDINATION WITH THE MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS PRIOR TO THE START OF THE WORK. THE CONTRACTOR SHALL PROVIDE AN ALTERNATE BID TO REUSE EXISTING AIR HANDLERS & COMPRESSORS OR ROOF TOP PACKAGE UNITS. THE: TOTAL HVAC LOAD SHALL MATCH THE SPECIFIED TOTAL LOAD ON THE MECHANICAL DRAWINGS. THE CONTRACTOR SHALL CONTACT THE MECHANICAL ENGINEER WITH THE EXISTING FOR APPROVAL. 36 WINGSTOP STANDARDS: THE WINGSTOP STANDARD DESIGN, INCLUDING BUT NOT LIMITED TO: LIGHTING, SEATING, PAINT SELECTION, KITCHEN EQUIPMENT FLOORING WALL FINISHES, COUNTER HEIGHTS, SIGNAGE, AND ALL OTHER ELEMENTS AS NOTED AND INCLUDED IN THESE CONTRACT DOCUMENTS ARE AS PER THE WINGSTOP RESTAURANTS INC. FRANCHISE AGREEMENT. ANY REVISIONS OR TO THESE DOCUMENTS OR FIELD. CHANGES TO THIS DESIGN SHALL ONLY OCCUR UPON WRITTEN APPROVALS OF WINGSTOP RESTAURANTS. 37. AS BUILT DOCUMENTS WERE PROVIDED BY THE LANDLORD FOR USE IN THE DESIGN AND CONSTRUCTION DOCUMENTS OF THIS PROJECT. THESE DOCUMENTS WERE PREPARED BY: :. LUSKARKIN ARCHITECTS AND PLANNERS ....35 NORTH FOURTH STREET, 5TH FLOOR COLUMBUS, OHIO 43215 O.H. SIM: AF.F. (N.I.C.) C.L. OPPOSITE HAND SIMILAR ABOVE FINISH FLOOR NOT IN CONTRACT (OF GENERAL CONTRACTOR) CENTERLINE HEALTH DEPARMENT NOTES SR -581 1-40 N3ARCHIITECTSLLC SOUTHCENTER MALL SR -181 3218 EASTLAKE AVE. EAST SUITE 1B SEATTLE . WA . 98102 206.402.5 783 info@n3architects.com PUBLIC HEALTH - SEATTLE & KING COUNTY INSPECTION REQUIRED ON COMPLETION OF WORK PRIOR TO OPENING NO CHANGES WILL BE MADE WITHOUT HEALTH DEPARTMENT APPROVAL STRANDER BLD Project WINGSTOP 17410 SOUTHCENTER PARKWAY TUKWILA, WA 98188 1-5 u.a Z MINKLER BLVD H SITE Sheet Title COVER SHEET DRAWINGS, SPECIFICATIONS AND .OTHER VISUAL MATERIALS, AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF THE ARCHITECT WHETHERTHE PROJECT FOR WHICH THEY ARE MADE BE EXECUTED OR NOT. THE ARCHITECT RETAINS ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Revisions VICINITY MAP NOT TO SCALE 17410 SOUTHCENTER PARKWAY, TUKWILA, WA 98188 NORTH Date Scale 9/14/13 1/4" = 1'-0" Project No: Sheet No. N 3 ARCHITECTS, LLC COPYRIGHT2013 41.1)04100- DEDICATED CIRCUIT & GROUND BUILDING SIGN W/ CIRCUT TIMER EXTERIOR BUILDING SIGNAGE VERIFY LOCATION W/ SIGN VENDOR .... QUAD WALL OUTLET, MOUNTING HEIGHT AS INDICATED PER PLAN. DUPLEX WALL OUTLET, MOUNTING HEIGHT AS INDICATED PER PLAN. 22DV DUPLEX WALL OUTLET, MOUNTING HEIGHT AS INDICATED PER PLAN. EXTERIOR BUILDING SIGNAGE VERIFY LOCATION WISIGN VENDOR DEDICATED CIRCUIT & GROUND BUILDING SIGN W/ CIRCUT TIMER DEDICATED CIRCUIT & GROUND 12-0" AF.F. (ABOVE SOFFIT) 42" MIN. A.F.F. POS COUNTER AREA Isal It IP* ®Jfr.--___—iww nuunTd'sni n DEDICATED CIRCUIT & GROUND 12-0" AF.F. (ABOVE SOFFIT) LIGHT SWITCH, MOUNTING HEIGHT AS INDICATED PER PLAN. DIMMER SWITCH, REFER TO ELECTRICAL PLAN. ELECTRICAL 'J' BOX, MOUNTING HEIGHT AS INDICATED PER PLAN COMMUNICATIONS WALL OUTLET 'J' BOX AND CONDUIT WITH PULL STRING, MOUNTING HEIGHT AS INDICATED PER PLAN CABLE TVI DATA WALL OUTLET, MOUNTING HEIGHT AS INDICATED PER PLAN. 6' PLUMBING FLOOR DRAIN, PROVIDE TRAP PRIMERS. B' PLUMBING HUB DRAIN, PROVIDE TRAP PRIMERS AND CONE CAP WITH DRAIN SCREEN PLUMBING FLOOR SINK 12 z 12' WI (2) 6 X12 REMOVABLE GRATES AND TRAP PRIMER. PLUMBING HOSE BIBB WITH BACKFLOW PREVENTER, HOT WATER ONLY. 1�'�r__�I' r —miff 11 mooicwin r 1`11m, 000900W io SO 0�O 481 184.10 og) 0 lertinall 01. ALL SWITCHES, COVER PLATES, PLUGS SHALL BE WHITE'. " 02. TELEPHONE SERVICE SHALL BE THREE (3) LINE SERVICE AS FOLLOWS: A. LINE 1 SHALL BE PRIMARYTELEPHONE LINE.. B. LINE 2 SHALL 80 0011 OVERTELEPHONE LOIE#ND F#X LINE C. LME 3%1411 BE FAXAND DATA LINE. 03. THE GENERAL CCNTRACTOR SHALL PROVIDE THE MOUNTING OF THE TRANSFORMERS AND FINAL ELECTRICAL CONNECTION OF THE OWNER PROVIDED AND INSTALLED EXTERIOR BUILDNGAND INTERIOR SIGNAGE. ALL SIGNS SHALL BE ON INDIVIDUAL DEDICATED CIRCUITS WITH DEDICATED GROUNDS. NOTE EXTERIOR SIGNAGE SHALL BE SUBMITTED UNDER ASEPERATE PLAN CHECK REVIEW AND PERMIT PROCESS. 04. THE FLOOR SINK UNDER THE 3 -COMPARTMENT SINK IS USED FOR THE PLUMBING HOSE BIBB. 1VALK-IN COOLER 1 FREEZER 208-230 VOLTS / 60 AMP 1 -PHASE HARD WIRED TO 1 HP CONDENSING UNItS MOUNTED ON DECK OF COOLER AND FREEZER, CONDE SATION UNITS ARE SELF -EVAPORATING 01. MAIN ELECTRICAL SERVICE: 200 AMP,3 PHASE. 02. WATER SERVICE 1' MINIMUM SERVICE LINE. NOTE ABOVE NOTED SERVICE SIZES ARE PROTOTYPICAL, THE GENERAL CONTRACTOR SHALL FIELD VERIFY SIZES REQUIRED BASED ON EXISTING SITE CONDITIONS. ELECT/PHONE @ 4'-6" AF.F." (2) 1-1/4" CONNECTION TO FRYER BANK APPROVED SUBJECT TQ QIWINANCE OC 2 1 Z 1 Publ' thl-Seattle HARD WIRED THRU CONDUIT ABOVE CEILING. BRACE CONDUIT TO CEILING, DO NOT ANCHOR TO HOOD. OT WATER GENERATION ISTJ4IBUTlON SYSTEMSVirgitif§r§ f11=FlCILNT TO MEE; %ATEl2 DEJUIdNDS TI QOb ESTABLISHME A PRE fpE . ONAL INSPECTION BY CUNTY HEALTH -- NT IS REQUIRED PRPRIOR 1:-- �'T'=M � TO OPERATION. APPLICANT PLAN SET IS REQUIRED TO BE As BION. ON SITE DURING THAT IN AsSHING/Cis 'ARTMEN TS S! PLAN NORTH 3218 EASTLAKE AVE. EAST SUITE .1 B SEATTLE . WA . 98102 OCiKERS OR OTHER SUITABi E FACILITIES SHALL EE PROVIDED HE ORD€RLS STORAGE EMPLOYEES CLOTHING AND OTI OSSESS1ONS 206.402.5 783 info@n3architects.com WINGSTOP 17410 SOUTHCENTER PARKWAY TUKWILA, WA 98188 DRAWINGS, SPECIFICATIONS AND OTHER VISUAL MATERIALS, AS INSTRUMENTS OF. SERVICE ARE THE PROPERTY OF THE ARCHITECT WHETHERTHE PROJECT FOR WHICH THEY ARE MADE BE EXECUTED OR NOT. THE ARCHITECT RETAINS ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. 3/8" MIN I • 3/8" IN ARMSTRONG STABILIZER BAR, OR OTHER SUITABLE SYSTEM, TO KEEP PERIMETER COMPONENTS FROM SPREADING APART ARMSTRONG CROSS TEE ARMSTRONG SHADOW MOLDING #12 HANGER WIRE ANCHORED TO STRUCTURE ABOVE OR TO THE WALL ABOVE THE CEILING 6 6 MIN FMB ■ LI ,, /8" MIN 7/8 MIN ARMSTRONG STABILIZER BAR, OR OTHER SUITABLE SYSTEM, TO KEEP PERIMETER COMPONENTS FROM SPREADING APART ARMSTRONG CROSS TEE ARMSTRONG SHADOW. MOLDING. ARMSTRONG STABILIZER BAR, OR OTHER SUITABLE SYSTEM, TO KEEP PERIMETER COMPONENTS FROM SPREADING APART ARMSTRONG CROSS TEE 0 - o /8" MIN 4 1L1 SEISMIC DETAILS 2b. E NG ACOUSTICAL C TYP. SUSP. COUS IBC CATEGORY CDEF TYP. SUSP. `ACOUSTI.CALCEILING SEISMIC DETAILS. IBCCATEGORY CDEF. 1-1/2" 12 GA. SPLAY WIRE BRACING IN PLANE OF EACH RUNNER VERT. ANGLE SHALL BE 45 DEG.` 1-1/2" COLD ROLLED CHANNEL COMPRESSION STRUT @ 48" o.c. ATTACH TO STRUCTURE ABOUVE 12 GA. HANGER WIRE @ 48" o.c. EA. RUNNER 45° 12 GA. HANGER WIRE LATERAL CO EA. CORNER _- SUSPENDED CEILING MAIN RUNNER CROSS TEE LIGHT FIXTURE Z "UNATACHED 3 TYP. SUSP. ACOUSTICAL CEILING WALL MOLDING IBC CATEGORY CDEF EQUIP. LEGEND &AREA OF RESPONSIBILITY ITEM : DESCRIPTION ., MODEL NSF SUPPLIER INSTALLATION COORD./SUPERVISED BY CONTRACTOR REMARKS OWNER CONT. OWNER .CONT. < 01.. GLASS DOOR MECHANDISER, GDM -33 X X '. - - :: X 115 VOLTS, 9.2 AMPS / WITH CASTORS / NOTE 09 02 NOT USED 03 . SANDWICH/SALADUNIT TSSU-48-8 X X' : - - X 115 VOLTS, 8.6 AMPS / WITH INTERGAL SHELVING #38 / NOTE 09 04 1=DR."REACH-IN REFRIGERATOR ER24 X X - - - X - . 115 VOLTS, 5.7 AMPS / WITH. CASTORS / NOTE 09 05 60" WOODEN BENCH 8688 N/A X : - X 06 HOOD FIRE SUPPRESSION SYSTEM R-102 .- N/A X-. - •. - -X x - 07S.S. S 3 -COMPARTMENT SINK, 96 L. CUSTOM X X - X WITH 2 24" DRAINBO RDS, (2) 8" HIGH SIDE SPLASHES 08 MOP SERVICE BASIN MSB -2424 X- - X . X : WITH BUILT-IN ANTI SYPHON DEVICE 09 S.S. WORK TABLE 30"D. x 36"L.. CUSTOM ; . X X X WITH DRAWER / WITH INTEGRAL SHELVING #38 / WITH CASTORS 10 S.S. WORK TABLE 30"D. x 96"L.. - CUSTOM : X X - - . - - X WITH UNDERSHELF / WITH INTEGRAL SHELVING #38, 11 S.S. WORK TABLE 30"D. x 18"L. CUSTOM X X : - . : X 24" TALL 12 HAND SINK W/ SIDE SPLASH (R&L) 7 -PS -66 :. X X - -. X WITH (2) 8" HIGH SIDE SPLASHES 13 POTATO SLICER 300 SERIES X X - X WITH SHOVEL LEVER 14 . ICE MACH. W/ STORAGE BIN KM-500MAH-E X X . , X 110 VOLTS, 15 AMPS / S.B. MODEL B-500 / WITH 6" HIGH LEGS 15 TANKLESS WATER HEATER 910 X X - X REFER TO PLUMBING PLANS FOR SPECIFICATIONS 16 S.S. CUP HOLDER C2410C/C2410SM X X _. - .. - X - .. _ 47W ilateEPROOSIV•6114. TM -90 . X X - `. - X 240 VOLTS, 6.7 AMPS / WITH DRAIN KIT / USED FOR WET TYPE FOOD. AS f m R SSH75-D - . X X - - . X . - 140,000 BTU, 70-90 LBS (OIL CAPACITY) /WITH 6". CASTORS 19 NOT USED - - 20 COOKING & HOLDING TIMER TXO-60221-08 X X X _ 21 SOLSTICE SUPREME FILTER • SFSH75 X X - - X 120 VOLTS, 6.2 AMPS / ITEM IS AN INTEGRAL PART OF THE FRYERS 22 NOT USED - - - - 23 60" ROUND TABLE & BASE CUSTOM X X : - „ -. : X 24 NOT USED 25 24" x 30" TABLE & BASE CUSTOM N/A X - X 26 30" x 42"TABLE & BASE CUSTOM N/A X - _ X , 27 WOOD CHAIR 6305P N/A X. - X - - .: 28 ICED TEA DISPENSER VARIETY MODEL X X X x - 120 VOLTS, 15 AMPS 29 SLIM -JIM TRASH RECEPTACLE 8323G4 X X =- X 30 SANITARY NAPKIN RECEPTACLE 1102 X X - -. X 31 TRASH RECEPTACLE MODEL VARIES X X _ X 32 NOT USED , . 33 SHORTENING SHUTTLE SS -611_T X X _ - X - ITEM NUMBER NOT INDICATED ON EQUIPMENT PLAN 34 6 -VALVE SELF -SERVE SODA SYS. DURAFLEX 150 X X - X x 115 VOLTS, 3 AMPS / 6 -VALVE 35 CARBONATOR N/A N/A X - - X x SUPPLIED BY COCA COLA PRODUCTS 36 BIB FLEX RACK SYSTEM 44239 X X - X. x WITH 6" HIGH LEGS 37 arr CO2 SYSTEM FAST FILL 500 N/A X X - x SOLID WALL SHELVES CUSTOM - X : X -. _- -' - X - - - _ 2 ROWS INTERGAL W/ #03 & 10 REFER TO EQ.2 FOR HEIGHT 39 DRY STORAGE SHELVING EG01.00 - - X -. X . - -- - -- - X' 5 TIERS HIGH, REFER TO EQUIPMENT PLAN FOR SIZES 40 DUNNAGE RACK (PRODUCE STAND) DR362012 X X - - - - : X - - NOTE 18. ; 41 4T SCULLERY SHELVING (2 ROWS) EG01.00 - X X - - - -X 2 ROWS OF 18"x48" (TOP), 2 ROWS OF 18" x 36" (BOTTOM) 12'-0" TYPE 1 EXHAUST HOOD ND SERIES X X - - X - NOTES 05, 06, 07 43 S.S. ADJUSTABLE LEGS CUSTOM X X - - X REFER TO SHEET A5.0 FOR DETAIL 44, BROOM & MOP RACK 40731 - X X -.. - X NOTE 01. 45 FIRE EXTINGUISHER REFER NOTE 04 N/A - - - X X - - - - CLASS: K (AT HOOD), CLASS: 2A1OBC (STANDARD) 46 POINT-OF-SALE SYSTEM UPV 500. N/A X _ - - X. - . x _ 47 NOT USED - - 48 NOT USED - - 49 SAFE ' MB27201CH-SG1 N/A X - X x - MOUNTED ON BASE AS REQUIRED / COORDINATE TYPE WITH OWNER 50 STEREO (AMP.) RECEIVER MODEL VARIES N/A X ,. - . X x , ; PROVIDED AND INSTALLED BY OWNER 51 SATELLITE RECEIVER MODEL VARIES N/A X -- - - X - - : x PROVIDED AND INSTALLED BY OWNER 52 MENU BOARD CUSTOM N/A X - - X PROVIDED BY SIGN VENDOR AND INSTALLED BY THE CONTRACTOR. 53 SALES COUNTER CUSTOM N/A - - X - - - X x REFER TO SHEET A.5 FOR DESIGN LAYOUT 54 MAGNETIC MENU BOARD - CUSTOM N/A X - X . - PROVIDED BY SIGN VENDOR AND INSTALLED BY THE CONTRACTOR. .. - 55 NEON SIGNAGE "OPEN" CUSTOM N/A . X - X x PROVIDED AND INSTALLED BY THE SIGN VENDOR. 56 NEON SIGNAGE "HOT WINGS TO GO" CUSTOM N/A X -- - X x PROVIDED AND INSTALLED BY THE SIGN VENDOR:. . 57 EXTERIOR BUILDING SIGNAGE CUSTOM N/A X - . - - X . - . x PROVIDED AND INSTALLED BY THE SIGN VENDOR. 58 T.V., WALL BRACKET & STAND - - . MODEL VARIES N/A X `. - - X - 59: SOAP DISPENSER B-40 N/A X - -. X 60 - PAPER TOWEL DISPENSER T1290WS . . N/A X - - X - - 61 S.S. FRAMED MIRROR B-165-2436 - N/A X- - - - X . -- SIZE: 24" x 36", WITH S.S. CHANNEL FRAME 62- 36" x 1 1/2" GRAB BAR B-6106 N/A X , - - X . 6'3. 42" x 1 1/2" GRAB BAR B-6106 - N/A X - -:. - X - 64 TOILET PAPER DISPENSER 8735020 N/A X X. - - 65 GREASE INTERCEPTOR - MODEL VARIES N/A - -X - X - --- - - REFER PLUMBING DRAWINGS FOR SPECIFICATIONS 66- WALL MOUNT TELEPHONE OUTLET - IVX C -CLASS . N/A X- - ` - X --: . SURGE PROTECTION BY OWNER :. . 67. DECOR CUSTOM N/A X X . - NOTE 02 68 60"x 18" WIRE WALL SHELVING MODEL VARIES X . - X - - - - - X. 2 ROWS, REFER SHEET EQ.2 FOR HEIGHT 69 COOLER DUNNAGE RACK DR362012 - - - X X - - - - X - - - - REFER TO EQUIPMENT PLAN FOR SIZES 70 COOLER SHELVING EG01.00 X - ` X . - - . - - X 5 TIERS HIGH, REFER TO EQUIPMENT PLAN FOR SIZES 71' -:WALK-IN .COOLER CUSTOM - : X X - - - - . X . - . - NOTE 09 / EXTERIOR SIZE: 7'-4" x 15'-3" 72 NOT USED _ - - - . - ... - 73 KNIFE HOLDER 2918P X X _ - X - _ 74. CAN OPENER MODEL VARIES X X - .. . - X :: _ 75 TICKET RAIL CK6536A X X - _ X -_ - 76 HIGH CHAIR HC-100W--KD-1 N/A . X - - . X ITEM NOT INDICATED ON EQUIPMENT PLAN 77 S.S. 2 -COMPARTMENT SINK, 60 R. , - CUSTOM - - X . X - .- - . - - X WITH (1) 24" DRAIN BOARDS; (2) 8" SIDE SPLASHES / WITH LID COVERS ., 78 . DRY STORAGE WIRE SHELVING - - EG01.00 - X X : - - X REFER TO EQUIPMENT PLAN FOR SIZES 79 COMMERCIAL MOP BUCKET 7580-88 . . N/A X - - - - .:. X - . . . - ITEM NOT INDICATED ON EQUIPMENT PLAN 80 NOT USED _ _ _ _ _ - 81 NOT USED - -. - - - 82 NOT USED - - - - . - _ - 83 NOT USED- 84 "WORKTOP. FREEZERS TWT -60F - .X X - . - - -, X : = 115 VOLTS, 6.1 AMPS / WITH CASTORS / NOTE 09 85 CONDIMENT DISPENSER CUSTOM X X - . - - . X - ; 86 S.S. STAND sK2731U X X - : - X 87 NOT USED - - 88 NOT USED . 489 •OONVESET4GiNal.AEN E31D4 X X - . - - . X - - 208V, 14 AMPS / NEMA 6-15P CORDSET FITTED / NOTE 10 90 NOT USED - - - _ ., - - : _ 91 NOT USED . 92. NOT USED. - _ . . 93 AWNING LETTING "THE WING EXPERTS" CUSTOM N/A X . - X - x PROVIDED AND INSTALLED BY THE SIGN VENDOR. 94 PAPER TOWEL HOLDER CUSTOM X - X .: - X - 1" DIA, XIV LONG PRETHREADED GALV. METAL PIPE, WITH 1" CAP AND 1" FLANGE 95 STOREFRONT VINYL GRAPHICS CUSTOM N/A X - .. X - x 96 COOLER PANEL GRAPHICS CUSTOM - N/A - X X x -. PROVIDED AND INSTALLED BY THE SIGN VENDOR. 97 NOT USED - - - - - - _ . - - - . 93 S.S. WORK TABLE 30"D. x 48"L.. - .. CUSTOM .X X - . - X WITH UNDERSHELF 99 STEAM TABLE PAN RACK & COVER 1509/PRC 12 X - - X - - X x QUANTITY: 02 / NOT INDICATED ON PLAN 100 NOT USED - . - - - EQUIPMENT LEGEND NOTES: 1. FLAT PANEL TV DISPLAY WALL MOUNTING BRACKET & MONITOR BRAND SELECTION TO BE DETERMINED BY OWNER: CONTRACTOR TO COORDINATE ITEM #58 WITH OWNER FOR INSTALLATION. 2. THE OWNER SHALL PROVIDE APPROXIMATELY (42) FORTY-TWO WALL MOUNTED DECOR ITEMS. THESE ITEMS ARE TO BE INSTALLED BY THE CONTRACTOR. THE CONTRACTOR SHALL COORDINATE AND SCHEDULE THE DELIVERY AND INSTALLATION OF ALL DECOR ITEMS WITH THE OWNER. 3.' THE CONTRACTOR SHALL VERIFY WITH ALL LOCAL AGENCIES QUANTITY AND LOCATION OF ALL FIRE EXTINGUISHERS. 4. ALL KITCHEN EQUIPMENT SHALL MEET THE REQUIREMENTS OF THE NATIONAL SANITATION FOUNDATION (NSF). 5, THE EXHAUST HOOD, EXHAUST FAN, EXHAUST DUCT, EXHAUST DUCT FIRE WRAP AND MAKE-UP AIR FAN SHALL BE SUPPLIED BY THE OWNER AND INSTALLED BY THE CONTRACTOR. THE. MAKE-UP AIR DUCT SHALL BE SUPPLIED AND INSTALLED BY THE CONTRACTOR. 6. THE EXHAUST HOOD FIRE SUPPRESSION SYSTEM SHALL BE IN SUPPLIED AND INSTALLED BY THE OWNER. THE CONTRACTOR SHALL SUPPLY AND INSTALL THE EMERGENCY GAS SHUT-OFF VALVE FOR THE EXHAUST HOOD FIRE SUPPRESSION SYSTEM. 7. THE CONTRACTOR SHALL COORDINATE AND SCHEDULE THE DELIVERY OF ALL KITCHEN EQUIPMENT WITH THE EQUIPMENT VENDOR. 8. THE CONTRACTOR SHALL MAKE ALL FINAL ELECTRICAL CONNECTIONS REQUIRED FOR THE OWNER PROVIDED SIGNAGE. 9, ALL SPECIFIED REFRIGERATION UNITS SHALL BE SELF-CONTAINED AND SELF EVAPORATING. 10. NO GREASE LADEN FOODS SHALL BE PREPARED IN THE CONVECTION OVEN (ITEM #89), IT IS USED FOR BAKING ROLLS ONLY. N 3 ARCHITECTS LLC 3218 EASTLAKE AVE. EAST SUITE 1B SEATTLE . WA . 98102 206.402.5783 info®n3architects.com Project WINGSTOP 17410 SOUTHCENTER PARKWAY TUKWILA, WA 98188 Sheet Title EQUIPMENT SCHEDULE DRAWINGS, SPECIFICATIONS AND OTHER VISUAL MATERIALS, AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF THE ARCHITECT WHETHERTHE PROJECT FOR WHICH THEY ARE MADE BE EXECUTED OR NOT. THE ARCHITECT RETAINS ALL COMMON LAW, STATUTORY AND OTHER - RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. EQ 1. •1-1-novi•of