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Permit D15-0208 - PIZZA STUDIO - 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. D15-0208 PIZZA STUDIO 17250 SOUTHCENTER PARKWAY 148 RECORDSDIGITAL D-) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # Coda Exemption, � � � I3ri6f Explanatory 6escrlofion, Sfatutte/Ruilo 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 individuals' privacy pursuant to 5 U.S.C. sec. 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. 552(a), and are also exempt from disclosure 552(a); RCW 552(a); RCW under section 42.56.070(1) of the Washington 42.56.070(1) 42.56.070(1) State Public Records Act, which exempts under 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 39 DR2 Financial Information — account numbers, which are exempt from 42.56.230(5) RCW 42.56.230(4 5) disclosure pursuant to RCW 42.56.230(5), except when disclosure is expressly required by or governed by other law. Personal Information — Redactions contain information used to prove RCW DR3 Driver's License. — RCW identity, age, residential address, social security 42.56.230 (7a 42.56.230 number or other personal information required to & c) (7a & c) apply for a driver's license or identicard. Redacted content contains a communication between client and attorney for the purpose of obtaining or providing legal advice exempt from RCW Attorney -Client Privilege — disclosure pursuant to RCW 5.60.060(2)(a), 5.60.060(2)(a); DR4 RCW 5.60.060(2)(a); RCW which protects attorney -client privileged RCW 42.56.070(1) communications, and RCW 42.56.070(1), which 42.56.070(1) protects, under the PRA, information exempt or prohibited from disclosure under another statute. PIZZA STUDIO 17250 SOUTHCENTER PKWY D15-0208 ON of Tukwila Department of Community Development - Jack Pace, Director CERTIFICATE OF OCCUPANCY Allan Ekberg, Mayor This certificate is issued pursuant to the requirements of Section 110.2 of the 2012 edition of the International Building Code. At the time of issuance, this structure or portion thereof has been inspected for compliance with the requirements of this code for the occupancy and division of occupancy and the use for which the proposed occupancy is classified. Building Permit No.: D15-0208 Occupant/Tenant: PIZZA STUDIO Building Address: 17250 COUTHCENTER PKWY, SUITE 148 Parcel No.: 7888920020 Property Owner: WIG PROPERTIES LLC-SS 4811 134TH PL SE, BELLEVUE, WA 98006 Use: COMM/WHSE Occupancy Group/Division: B Type of Construction: VB Automatic Sprinkler System: Provided: YES Design Occupant Load: 48 G 2 B G OFFI DATE THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov 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.itov DEVELOPMENT PERMIT Parcel No: 7888920020 Permit Number: D15-0208 Address: 17250 SOUTHCENTER PKWY 148 Issue Date: 9/24/2015 Permit Expires On: 3/22/2016 Project Name: PIZZA STUDIO Owner: Name: WIG PROPERTIES LLC-SS Address: 4811 134TH PL SE, BELLEVUE, WA, 98006 Contact Person: Name: MICHELLE LESZCYNSKI Address: 12811 NE 126TH PL, KIRKLAND, WA, 98034 Contractor: Name: EXPRESS CONSTRUCTION CO INC Address: 355 118TH AVE SE #100, BELLEVUE, WA, 98005 License No: EXPRECC066LP Lender: Name: WIG PROPERTIES LLC SS Address: 5811 134TH PL 5, BELLEVUE, WA, 98006 DESCRIPTION OF WORK: TENANT IMPROVEMENT Phone: (425) 827-3438 Phone: Expiration Date: 7/10/2017 Project Valuation: $200,000.00 Fees Collected: $4,019.22 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: Occupancy per IBC: B Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-46B: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Public Works Activities: Chan nelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: 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: No Permit Center Authorized Signature: r!7 �J ►" r Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit andconditions attached to this permit. Sign Date: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 5: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (3A, 4013:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 1: 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) 2: 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) 3: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 6: Maintain fire extinguisher coverage throughout. 4: A Type 1 hood shall be installed at or above all commercial cooking appliances and domestic cooking appliances used for commercial purposes that produce grease vapors. Each required commercial kitchen exhaust hood and duct system required by section 610 of the International Fire Code to have a Type 1 hood shall be protected with an approved automatic fire -extinguishing system installed in accordance with this code. (IFC 904.2.1 and IFC 904.11) Automatic fire -extinguishing systems shall comply with UL 300 or other equivalent standards and shall be installed in accordance with the requirements of the listing. (NFPA 96, 10.2.3) 7: 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. 25: Installation of the Type 1 Hood requires a separate mechanical permit. 8: 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) 9: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 10: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 11: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.9.1) 12: Aisles and aisle access ways serving as a portion of the exit access in the means of egress system shall comply with the requirements of this section. Aisles or aisle access ways shall be provided from all occupied portions of the exit access which contain seats, tables, furnishings, displays and similar fixtures or equipment. The required width of aisles shall be unobstructed. (IFC 1017.1) 16: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall be done in accordance with applicable standards. (IFC 901.4) 14: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 13: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 17: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2437. 19: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437) 18: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 20: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 21: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.9 of the International Building Code. 22: In occupancies of Groups A, E, I and R-1 and dormitories in Group R-2, curtains, draperies, hangings and other decorative materials suspended from walls or ceilings shall be flame resistant in accordance with NFPA 701 or be noncombustible. Where required to be flame resistant, decorative materials shall be tested by an approved agency and pass Test 1, as described in NFPA 701, or such materials shall be noncombustible. Reports of test results shall be prepared in accordance with NFPA 701 and furnished to the fire code official upon request. (IFC 807.1, 807.2) 23: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 15: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 24: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 26: ***BUILDING PERMIT CONDITIONS*** 27: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 28: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 29: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 30: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterially braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 31: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 32: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 33: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8-feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. Periodic special inspection is required during anchorage of storage racks 8 feet or greater in height. 34: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 35: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 36: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles shall be ventilated in accordance with the applicable provisions of the International Mechanical Code. 37: 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). 38: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 39: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 40: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 41: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 42: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0301 CONCRETE SLAB 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 4046 SI-EPDXY/EXP CONC 0406 SUSPENDED CEILING CITY OF TUKWILA Community Development Department Public Works Department ,3 • Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, I41A 98188 http:/i\v\vw.TukwilaWA.aov Building Permit No. Project No. Date Application Accepted: n I� Date Application Expires: use CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. "Please Print" SITE LOCATION King Co Assessor's Tax No.: 7888920020 Site Address: 17250 Southcenter Parkway ( Suite Number: Tenant Name: Pizza Studio New Tenant: PROPERTY OWNER Name: Wig Properties LLc. SS Address: 5811 134 PL SE City: Bellevue State: wa Zip: 98006 CONTACT PERSON — person receiving all project communication Name: Michelle J. Leszcynski Sue Genty Interior Des Address: 12811 NE 126th PL City: Kirkland State: WA Zip: 98034 Phone: (425) 827-3438 Fax: Email: michelle@sgidinc.com GENERAL CONTRACTOR INFORMATION Company Name: to be selected Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tuk\vila Business License No.: Floor: 0..... Yes ❑..No ARCHITECT OF RECORD Company Name: Merrick Lentz Arch. Architect Name: Rick Lentz Address: 1.2815 NE 126th PL City: Kirkland State: WA Zip: 98034 Phone: (425) 741-3177 Fax: Email: rickl@mlarc.com ENGINEER OF RECORD Company Name: pCS structural solutions Engineer Name: Bret Maddox, S.E., Associate Principa Address: 1250 Pacific Ave, Suite 701 City: Tacoma State: WA Zip: 98402 Phone: (253) 383-2797 Fax: Email: BMaddox@pcs-structural.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: na W Address: City: State: Zip: H:\Applications\For-Applicatiors On Line1201 I Applications\Permit Application Resised-8-9-I l.doex Rex ised: August 2011 Page I of 4 bh BUILDING PERMIT INFORMATION—206-431-3670 Valuation of Project (contractor's bid price): $ 200,000 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): Will there be new rack storage? 0..... Yes ❑.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I' Floor 46,511 1,935 0 0 II sprinklered B 2 "d Floor 3`d 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? 0....... Yes ❑....... No If"yes", explain: front M to B FIRE PROTECTION/HAZARDOUS MATERIALS: 2 ....... Sprinklers Z ....... Automatic Fire Alarm ❑ .......None ❑ .......Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? El ....... Yes IZI .......No If `yes', attach list of materials and storage locations on a separate 8-112" x l l "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. MApplicationsWonrs-Applications On Line12011 ApplicationsWermit Application Revised - 5.9-1 Ldocs Revised: August 2011 Page 2 of 4 bh PUBLIC WORKS PERMIT INFORMATION - 206-433-0179 Scope of Work (please provide detailed information): na Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District m ...Tukwila [:]...Water District #125 ❑ .. Highline ❑ .. Renton ❑ ...Water Availability Provided Sewer District ® ...Tukwila ❑ ... Valley View El.. Renton ❑ .. Seattle ❑ ...Sewer Use Certificate ❑ ... Sewer Availability Provided Septic System: ❑ On -site Septic System — I -or on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Annlication (mark boxes which anc ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Stone Drainage) ❑ .. Geotechnical Report ❑...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ... Hold Harmless— (SAO) ❑ ... Hold Harmless —(ROW) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ .. Right-of-way Use — Potential Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection _ Irrigation Domestic Water ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size.. WO # ❑ ...Water Only Meter Size............ " WO # ❑... Deduct Water Meter Size ❑ ...Seaver Main Extension.............Public ❑ Private ❑ ❑... Water Main Extension.............Public ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line _ ❑ ...Water ❑ ...Sewer Monthly Service Billing to: Name: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment H:\Applications\Fornts-Applications On Line\2011 ApplicationsWermit Application Revised - 8-9-1 Ldom Revised: August 2011 bh Day Tel City Day Telephone: City State Zip State Zip 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 THE LAWS OF THE STATE OF WASHINGTON; AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING �1' ER OR L ORIZED AGENT: Signature: Date: Print Name: Day Telephone:__ u ��QL 'c3L{ 3'i1 Mailing Address: If sli %--2EO C R Pe-- t(I\C51'�)c� City State 7ip HAApplicalionsWor�-Applications On Line1201 1 ApplicationsWermit Application Revised - 8-9-1 Ldoc, Revised: August 2011 bh Page 4 of 4 DESCRIPTIONS ACCOUNT QUANTITY PermitTRAK PAID $2,484.18 D15-0208 Address: 17250 SOUTHCENTER PKWY 148 Apn: 7888920020 $2,484.18 DEVELOPMENT $2,366.10 PERMIT FEE R000.322.100.00.00 0.00 $2,361.60 WASHINGTON STATE SURCHARGE 8640.237.114 0.00 $4.50 TECHNOLOGY FEE $118.08 TECHNOLOGY FEE R000.322.900.04.00 0.00 TOTALR6229 $118.08 $2,484.18 Date Paid: Wednesday, September 23, 2015 Paid By: RANDY MORRIS Pay Method: CREDIT CARD 06062G Printed: Wednesday, September 23, 2015 12:26 1 of 1 l?"ISYSTEMS PM Date Paid: Thursday, August 13, 2015 Paid By: RANDY MORRIS Pay Method: CREDIT CARD 06128G Printed: Thursday, August 13, 2015 1:15 PM 1 of 1 SYSTEMS C INSPECTION RECORD Retain a copy with permit INS TION N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Projec : �`' Type of Ins ection, Address: ��� �4 �C�� Date Called: ? Special Instructions: Date Wanted: a. Requester: Phone No: pproved per applicable codes. Corrections required prior to approval. V nspector: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSP CTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 ProjectP� ,Typeof ,-fk `ZA p ction: Address: t ate Ca C-Z yfi pecial Instructions: Dat anted: n.m Requester: Phone No: Approved per applicable codes. El Corrections required prior to approval. REINSPECTION FEE REQUIRED. Prior to next inspection! fee must be paid at 6300 Southcenter Blvd., Suite 100. Catt to schedule reinspection �c INSPECTION RECORD Retain a copy with permit _I INSPrCTION N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request line (206) 438-9350 Project: , R� � �� ,� Type of Inspection: "k4: Address: 2 �a2 c Da a Called w Special Instructions: Jp 'f? Date W ted: a.m. m. Requester: Phone No: proved per applicable codes. El Corrections required prior to approval. El REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedute reinspection. INSPECTION RECORD a copy with permit.-[D- Retain!5 e INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: �1-f1- J Gt Type of Inspection: Address: Date Called/. Special Instructions: to Wanted: a Requester: Phone No: �46 C ,90 `c'o j` Approved per applicable codes. Corrections required prior to approval. M ENTS: f. U paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I/ g n 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) 438-9350 Project r Type of Ins on: Addr s: t7A56 Date Called: l(1 Speftial Instructions: gate Wanted: a.m. Requester: Phone No: Approved per applicable codes. El Corrections required prior to approval. ns pector: ate: El REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Catt to schedule reinspection. ice) INSPECTION RECORD Retain a copy with permit I D105 Ciao INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Projec7� a Type of Insion: L-:21 Address: Date Called: Special Instructions: Da Wanted: a.m. P.M. Requester au Phone No: xs &el x� Approved per applicable codes. LJ Corrections required prior to approval. `—' paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit 117(T'(3 INSPE 10-ff NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila. WA 98188 (206) 1-3670 Permit Inspection Request Line (206) 438-9350 Project, < N2� Type�oflrnssp�ecti L " Aldress,��A �1 Date ailed: Special Instructions: �� (� ate Wanted* .� ^ - p.m t fo p.m. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. 1 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD��� Retain a copy with permit leo INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: 10 / Z 2 S Ci�-V Type of Inspection; !�-�,�/ e Address: Contact Person. ` Suite#: /70?C-0_ Special Instructions: Phone No.: XApproved per applicable codes. Corrections required prior to approval. COMMENTS: Ase Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: /I Date: 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 3/14/14 T.F.D. Form F.P. 113 "L INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit /.S - .�-, / (`i PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: O, Type of Inspection: Address:' / S �.� Contact Person: Suite #: SA Special Instr6&tions: Phone No.: ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: U v �a r----r Needs Shift Inspectiorr: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Date: / 7 ` - Hrs.: $1" i y v - -- , 00.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Lsming Aaaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD 1)/T-- as OR Retain a copy with permit Is -- INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: 2 z 14 LAI 1 0 Type of Inspection: 7 sp-Sr ► s J. Address: 7 c�5`V -y is Contact Person: Suite #: Special Instructions: Phone No.: DApproved per applicable codes. COMMENTS: �., L vjf- Corrections required prior to approval. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: � Inspector: /,) I Date: / 2 _ t/- / S--- J 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 3/14/14 T.F.D. Form F.P. 113 , INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: z P, 5�, f- C- — Type of Inspection: -1 Vf-- $,— C.-) Address: Suite #: Contact Person: Special Instructions: Phone No.: Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: 5 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: u ::pluu.uu KC11VJrC%. 1 ivim rCC KC%IUIKCU. rou wiii receive an invoice rrom the City of Tukwila Finance Department. Call to schedule a reinspection. t5iiiing Aaaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 Iptenor• • • •Area Method 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Jan 2014 Project Address 17250 southcenter parkway Date 8/12/2015 Lighting Alterations, Renovations & Building Additions For Building Department Use 0 Less than 60% O 60% or more O Stand alone O Addition RECLiVED Notes: CITY OF TUrWILA a. Lighting fixtures in a building addition may comply as a stand alone project, or they may be combined with the overall existing bldg lighting to demonstrate compliance. Refer to C101.4.3. AUG g 2015 b. For retrofits and building additions, provide Building Area types and gross interior areas in the Maximum Allowed Lighting table. If a builidng addition will comply as combined with the overall existing builidng, include all applicable existing Building Area types and gross interior areas. PERMIT CENTER c. Document new fixtures and all existing to remain fixtures in the Proposed Lighting table. d. If less than 60% of existing fixtures will be replaced, use LTG-INT-SPACE form. F FL, Maximum Allowed Lighting Wattage Location (plan #, Allowed GroMnterior—s m Building Area* room #, or ALL) Area Description Watts per ft2 Area in ft2 (watts/ft2 x area) Dining: Bar lounge/leisure 0.99 1935 1916 * Select Table C405.5.2(1) Building Area from drop down menu. Totall 1935 Proposed Lighting Wattage Location (plan #, Number of Watts/ Watts Building Area* room #) Fixture Description** Fixtures Fixture Proposed Dining: Bar A recessed can light 31 15 465 lounge/leisure Dining: Bar A3 RECESSED CAN LGHT 2 11 22 loun elleisure Dining: Bar B CUSTOM PENDANT 3 8 23 lounge/leisure Dining: Bar C- PENDANT CAN LIGHT 22 8 165 lounge/leisure Dining: Bar CLAMP LIGHT HEAD ON PIPE 23 19 437 loun a/leisure Dining: Bar RECESSED TROFFER 7 33 231 lounge/leisure Dining: Bar MONO POINT 5 12 60 lounge/leisure * Select Table C405.5.2(1) Building Area from drop down menu. ** Include existing to remain lighting and exempt lighting equipment per notes below. Compliance by Building Area r._ _. Building Area I IINC V ICVVCM0 It- U'f Warnings ODE COMPLIAN Total Allowed ^P �Natts Total Proposed Watts Interior Lighting Power Allowance Dining: Bar lounge/leisure M APPROVED 916 1403 COMPLIES up 9 c) m ; DUIL�:1916 1403 DING DIV�r" Tot F ",� Notes: � 1. Prop d)att,;gfo, each uil g Area type shall not exceed the Allowed Wattage for that Building Area type. Trading wattage between Building Area types is not allowed under the Building Area Method compliance path. 2. Proposed fixtures must be listed in the building area in which they occur. Include ALL proposed lighting fixtures. 3. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 4. For proposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section C405.5.1. For line voltage track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. For low voltage track lighting list the transformer rated wattage. For lighting equipment eligible for exemption per C405.5.1, note exception number and leave Watts/Fixture blank. !Document existing to remain fixtures in Proposed Lighting table in the same manner as new fixtures. Identify as existing in fixture description. Motor, and Transformer Permit Documents Checklist LTG-CHK _Ljghting, 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Jan 2014 Project Address 17250 southcenter parkway Date 8/12/2015 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the Washington State Energy Code, Commercial Provisions. Applicability Location in Building Department (yes,no,na) Code Section Component Compliance information required in permit documents Documents Notes LIGHTING CONTROLS (Section C405.2) C405.2.1.1 Manual interior Indicate on plans the manual control type & locations served; - - C405.2.1.2 lighting controls Indicate of plans the 50% lighting load reduction method A3 provided or identify exception taken Indicate lighting system automatic shut-off capability - identify lighting zone areas served on plans; Automatic time- - -- -- --- — C405.2.2.1 switch controls and Indicate locations of override switches on plans and the areas override switching served, include area sq. ft.; Indicate locations where automatic shutoff is provided by other methods (occupancy sensor, daylight controls, etc) C405.2.2.2 Occupancy sensors Indicate on plans the locations served by occupancy sensors Daylight zones - Indicate vertical fenestration primary and secondary daylight A3 C405.2.2.3 Vertical fenestration zone areas on plans, include sq. ft.; and skylights Indicate skylight daylight zone areas on plans, include sq. ft Daylight zone Indicate on plans the locations served by daylight zone controls; A3 C405.2.2.3.2 controls Indicate in plans the lighting load reduction (dimming) method - stepped or continuous dimming Specific application Indicate on plans the locations served by specific application C405.2.3 lighting controls - lighting controls General Indicate lighting control method for display and accent lighting, and display case lighting; C405.2.3 - Display and accent - - - - - - - - - Items 1&2 lighting Indicate these fixtures are controlled independently from both general area lighting and other lighting applications within the same space C405.2.3 - Hotel/motel guest Provide a lighting control device at each guest room entry for all Item 3 rooms permanently installed fixtures in guest room; Indicated whether lighting control is manual or automatic C405.2.3 - Supplemental task Provide automatic shut-off vacancy controls for supplemental Item 4 lighting task lighting, including under -shelf or under -cabinet lighting Identify eligible non -visual applications and method of lighting control, C405.2.3 - Lighting for non- -- - - - - -- Item 5 visual applications Indicate these fixtures are controlled independently from both general area lighting and other lighting applications within the same space Indicate lighting control method for lighting equipment for sale C405.2.3 - Lighting equipment or demonstration; Item 6 for sale or Indicate these fixtures are controlled independently from both demonstration general area lighting and other lighting applications within the same space If egress lighting power density is greater than 0.05W/ft2, C405.2.3 - Means of egress indicate method of automatic shut-off during unoccupied A3 Item 7 lighting periods_ Identify on plans the egress fixtures that function as both normal and emergency means of egress illumination C405.10 Cooler and freezer Provide vacancy device or timer to turn off fixtures within 15 C405.11 lighting minutes of unoccupancy for cooler and freezer lighting fixtures K3 with lamp efficacy less than 40 lumens per watt C405.2.4 Exterior lighting Indicate on exterior lighting plans the automatic lighting control controls method and locations served Exterior building Provide motion sensor controls for building grounds fixtures C405.6.1 grounds lighting rated at greater than 100 watts with lamp efficacy less than 60 controls lumens, or identify exception taken Identify applicable commissioning documentation requirements per Section C408 or eligibility for exception; C408.3 Lighting system Provide written procedures for functional testing of all automatic functional testing controls and describe the expected system response; Identify in construction documents the party responsible for functional testing of automatic lighting controls INTERIOR LIGHTING POWER & EFFICACY (Sections C405.5, C405.10, C405.11 Ljghting, Motor, and Transformer Permit Documents Checklist LTG-CHK 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Jan 2014 Project Address 17250 southcenter parkway Date 8/12/2015 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the Washington State Energy Code, Commercial Provisions. Applicability Location in Building Department (yes,no,na) Code Section Component Compliance information required in permit documents Documents Notes Provide fixture schedule with fixture types, lamps, ballasts, and rated watts per fixture, C405.5.1 aces eligible for lighting Identify spaces g 9 9 Power exemption on plans C405.5.1.1 Total connected and in compliance forms; C405.5.1.2 C405.5.1.3 interior lighting power Identify lighting equipment eligible for exemption in fixture C405.5.1.4 schedule and in compliance forms; Indicate that exempt lighting equipment is in addition to general area lighting and is controlled independently C405.4 Exit signs Provide exit sign types and rated watts per fixture in fixture schedule (maximum 5 watts per fixture) C405.10 Cooler and freezer For lighting in walk-in coolers and freezers, and refrigerated C405.11 lighting warehouse coolers and freezers, provide rated lamp efficacy (in lumens per watt) in fixture schedule Lighting Power Calculation - Indicate compliance path taken Complete required compliance forms - proposed wattage per C405.5.2 Building Area Method building area does not exceed maximum allowed wattage per building area. Identify locations of building areas on plans Complete required compliance forms - total proposed wattage C405.5.2 Space -By -Space does not exceed maximum allowed wattage. Identify locations Method of space types on plans, including retail display areas as applicable EXTERIOR LIGHTING POWER & EFFICACY Section C405.6 Provide fixture schedule with fixture types, lamps, ballasts, and rated watts per fixture, C405.6.2 Total connected exterior lighting - - Identify exterior applications eligible for lighting power — power exemption on plans and in compliance forms; Indicate that exempt exterior lighting is controlled independently from non-exempt exterior lighting Table C405.6.20 ) Exterior lighting zone Indicate building exterior lighting zone as defined by the AHJ Exterior building For building grounds fixtures rated at greater than 100 watts, C405.6.1 grounds lighting Provide rated lamp efficacy (in lumens per watt) in fixture schedule Exterior lighting Complete required compliance form - proposed wattage for C405.6.2 power calculations exterior lighting plus base site allowed does not exceed maximum allowed MOTORS & TRANSFORMERS (Sections C405.8, C405.9) C405.8 Electric Motors For motors not part of an HVAC system, provide electric motor schedule on electrical plans with hp, rpm, and rated efficiency C405.9 Transformers Provide distribution transformer schedule on electrical plans with transformer size and efficiency If "no" is selected for any question, provide explanation: r a� ddmlk& K;S Structural Solutions BILE Seattle 811 First Avenue, Suite 620 • Seattle, WA 98104 • tel: 206.292.5076 Tacoma 1250 Pacific Avenue, Suite 701 • Tacoma, WA 98402 • tel: 253.383.2797 www.pcs-structural.com STRUCTURAL GALGULATION5 FOR PIZZA STUDIO 5OUTHGENTER PARTITION BRAOING 1-1250 5OUTHOENTER PARKYVAY TU"ILA, Y4A5H INGTON PREPARED BY 1705 STRUCTURAL SOLUTIONS CORRECTION LTR RE EMD FOR CODE COMPLIANCE AFFRUVEa SEP 2 2 2015 City n' Tulu ile BUILDIMO DIVISION RECEIVED CITY OF TUKb ILf SEP 15 2015 PER1141T CENTER SEPTEMBER 9, 2015 15-510 V Project: p►77 'aTVT.>l a Job No: S" �Zpcs Subject: Sheet Name: .B-4M /`/j Structural Solutions Originating Office: Seattle ❑ Tacoma Date: 0-10 - ► 5 LAB-e- A (- 5V c e K c. of Rat R Y f-A-t,- IL) 7- i' r�.-r ► rt�, s�� GFtzQ r-.> - , tr'-A--K fL,, 'V - iD` 44FIei 1-4-T "I © c,, - 15Pam' t�!3 h S -'J CvDF_ 0*,Z , fc - 9t C�) - 2� p6e, 2. Y'I " i.. S- s 312.5r ff i \ (�' .7>yam i 4-41 F-f �•- is Ma Seattle 1811 First Avenue, Suite 620 - Seattle, WA 98104 • tel: 206.292.5076 Tacoma 1 1250 Pacific Avenue, Suite 701 • Tacoma, WA 98402 - tel: 253.383.2797 www pcs-structural.com ZUSGS Design Maps Summary Report User -Specified Input Report Title Pizza Studio Southcenter Mon August 10, 2015 15:26:55 UTC Building Code Reference Document 2012 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 47.4490N, 122.261°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III 5mi 5000m B a mapquest USGS-Provided Output SS = 1.448 g S1 = 0.539 g D: d ftf015'0P SMs = 1.448 g Sos = 0.965 g S1M1 = 0.809 g Sol = 0.539 g 9tin C'e N O R T H- ,ky - A M E R I C A 0 maPQuest For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. MCER Response Spectrum 1.65 1.50 1.35 1 20 1.05 Oi 050 � 0.75 0.60 045 0.30 0.15 0.00 0.00 0.20 0.40 0.60 0.20 1.00 1,20 1.40 1.60 1 90 2.00 Period, T (sec) 1.10 1.00 0.90 0.90 0.70 C� 0,60 0.40 0.30 0.20 0.10 0.00 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.90 2.00 Period, T (sec) Design Response Spectrum Although this information is a product of the U.S. Geological Survey, INP. provide no warranty, expressed or implied, as to the Table Notes 1. The centerline bend radius is based on inside corner radii shown in the steel thickness table on page 5. 2. Web depth for track sections is equal to the nominal height plus 2 times the design thickness plus the bend radius. 3. Hems on nonstructural track sections are ignored. Not all track members are hemmed. 4. Effective properties incorporate the strength increase from the cold work of forming as applicable per AISI S100 Section A7.2. 5. For deflection calculations, use the effective moment of inertia. 6. Based on ASTM C645, 18, 27, and 30 mil track material is considered nonstructural. 7. See page 5 for additional table notes. Design Gross Properties Effective Prop. (33 ksl) Effective Prop. (60 ksi) Torsional Properties Section Thickness Area Wei ht Ix Sx Rx ly Ry Ixe Sxe Ma Vay Ixe Sxe Ma Vag Jx1000 Cw Xo m Ro B (in) (in') Ob t) (in-) (in' On) On'► (in) M'► On') fn•k► O'b (in-) (W) (n-k) Ob) M') (in`) fn) fn) (in► 162T125-18 0.0188 0.077 0.26 0.041 0.047 0.733 0.013 0.411 0.030 0.025 0.50 302 0.009 0.007 -0.878 0.503 1.215 0.478 162T125-27 0.0283 0.117 0.40 0.063 0.072 0.735 0.020 0.410 0.050 0.044 0.87 541 0.031 0.010 -0.872 0.501 1.211 0.482 162T125-30 0.0312 0.129 0.44 0.070 0.079 0.735 0.022 0.409 0.057 0.050 1.00 597 0.042 0.012 -0.870 0.500 1.210 0.483 162T125-33 0.0346 0.143 0.49 0.077 0.087 0.736 0.024 0.408 0.066 0.058 1.15 663 0.057 0.013 -0.868 0.499 1.209 0.484 250T125-18 0.0188 0.094 0.32 0.103 0.079 1.051 0.015 0.400 0.078 0.045 0.90 249 0.011 0.018 -0.769 0.460 1.362 0.681 250T125-27 0.0283 0.141 0.48 0.157 0.119 1.053 0.022 0.398 0.129 0.079 1.56 685 0.038 0.027 -0.763 0.457 1.360 0.685 250TI25.30 0.0312 0.156 0.53 0.173 0.131 1.053 0.025 0.397 0.145 0.090 1.77 832 0.051 0.030 -0.762 0.456 1.359 0.686 250T125-33 0.0346 0.173 0.59 0.192 0.145 1.054 0.027 0.397 0.166 0.103 2.03 1024 0.069 0.033 -0.760 0.456 1.358 0.687 250T125-43 0.0451 0.225 0.77 0.250 0.188 1.055 0.035 0.395 0.231 0.147 2.91 1356 0.153 0.042 -0.755 0.453 1.356 0.690 250T125-54 0.0566 0.282 0.96 0.318 0.236 1.062 0.043 0.392 0.310 0.203 4.01 1692 0.297 0.188 5.64 2563 0.301 0.054 -0.749 0.449 1.357 0.696 25OT125-68 0.0713 0.355 1.21 0.408 0.297 1.072 0.054 0.389 0.408 0.281 5.56 2111 0.402 0.262 7.85 3199 0.602 0.069 -0.740 0.444 1.360 0.704 250Ti25.97 0.1017 0.506 1.72 0.604 0.423 1.092 0.074 0.383 0.604 0.423 9.56 2954 0.604 0.423 12.67 4476 1.745 0.101 -0.724 0.434 1.365 0.719 250T150-27 0.0283 0.156 0.53 0.181 0.137 1.078 0.037 0.486 0.139 0.082 1.61 685 - - - 0.042 0.044 -0.976 0.575 1.534 0.595 250T150-30 0.0312 0.172 0.58 0.199 0.151 1.078 0.040 0.486 0.157 0.093 1.83 832 0.056 0.049 -0.975 0.574 1.533 0.595 250T150-33 0.0346 0.190 0.65 0.221 0.167 1.079 0.045 0.485 0.179 0.107 2.11 1024 0.076 0.054 -0.973 0.573 1.532 0.596 250T150-43 0.0451 0.248 0.84 0.289 0.217 1.080 0.058 0.483 0.252 0.154 3.03 1356 0.168 0.070 -0.968 0.570 1.529 0.599 250T150-54 0.0566 0.311 1.06 0.368 0.273 1.088 0.072 0.481 0.342 0.213 4.22 1692 0.325 0.197 5.89 2563 0.332 0.089 -0.961 0.566 1.529 0.605 250T150-68 0.0713 0.391 1.33 0.472 0.344 1.099 0.089 0.478 0.465 0.299 5.92 2111 0.445 0.276 8.27 3199 0.663 0.114 -0.953 0.561 1.531 0.613 250T150-97 0.1017 0.557 1.9 0.701 0.491 1.121 0.124 0.471 0.701 0.491 9.69 2954 0.701 0.463 13.86 4476 1.921 0.168 -0.935 0.55 1.534 0.629 250T200-33 0.0346 0.225 0.76 0.280 0.212 1.117 0.097 0.658 0.203 0.112 2.22 1024 - - - 0.090 0.118 -1.418 0.813 1.921 0.455 250T200-43 0.0451 0.293 1.00 0.366 0.275 1.118 0.126 0.657 0.288 0.163 3.21 1356 - - - - 0.198 0.153 -1.413 0.810 1.918 0.457 250T200-54 0.0566 0.367 1.25 0.466 0.346 1.127 0.157 0.654 0.396 0.228 4.51 1692 0.371 0.209 6.25 2563 0.392 0.195 -1.405 0.806 1.917 0.462 250T200-68 0.0713 0.462 1.57 0.600 0.437 1.139 0.196 0.652 0.548 0.324 6.41 2111 0.517 0.296 8.86 3199 0.783 0.251 -1.396 0.800 1.916 0.469 250T200-97 0.1017 0.659 2.24 0.893 0.626 1.165 0.275 0.646 0.893 0.556 10.99 2954 0.856 0.51 15.27 4476 2.271 0.374 -1.376 0.789 1.915 0.484 35OT125-18 0.0188 0.113 0.38 0.219 0.121 1.394 0.016 0.383 0.174 0.063 1.25 175 - - 0.013 0.038 -0.675 0.418 1.595 0.821 350T125-27 0.0283 0.170 0.58 0.331 0.182 1.396 0.025 0.381 0.277 0.128 2.53 590 0.045 0.057 -0.670 0.416 1.595 0.823 350T125-30 0.0312 0.187 0.64 0.365 0.200 1.396 0.027 0.380 0.312 0.145 2.86 790 0.061 0.063 -0.669 0.415 1.594 0.824 350T125-33 0.0346 0.207 0.71 0.405 0.222 1.397 0.030 0.379 0.354 0.165 3.27 1024 0.083 0.070 -0.668 0.414 1.594 0.824 350T125-43 0.0451 0.270 0.92 0.528 0.288 1.397 0.038 0.377 0.490 0.233 4.61 1739 0.183 0.090 -0.663 0.412 1.592 0.826 350T125-54 0.0566 0.339 1.15 0.668 0.361 1.404 0.048 0.375 0.651 0.317 6.26 2392 0.626 0.297 8.89 3372 0.362 0.114 -0.658 0.408 1.595 0.830 350T125-68 0.0713 0.427 1.45 0.851 0.454 1.412 0.059 0.372 0.851 0.433 8.55 2994 0.839 0.407 12.18 4536 0.723 0.144 -0.650 0.403 1.599 0.835 350T125-97 0.1017 0.608 2.07 1.243 0.645 1.43 0.081 0.366 1.243 0.645 14.56 4213 1.243 0.645 19.3 6383 2.096 0.209 -0.636 0.394 1.607 0.844 350T150-27 0.0283 0.184 0.63 0.377 0.207 1.431 0.041 0.470 0.298 0.132 2.62 590 - - - 0.049 0.094 -0.869 0.529 1.739 0.750 350T150-30 0.0312 0.203 0.69 0.416 0.228 1.432 0.045 0.469 0.336 0.150 2.96 790 0.066 0.103 -0.867 0.528 1.739 0.751 350T150-33 0.0346 0.225 0.76 0.461 0.253 1.432 0.049 0.469 0.382 0.171 3.39 1024 0.090 0.114 -0.866 0.527 1138 0.752 35OT150.43 0.0451 0.293 1.00 0.601 0.328 1.433 0.064 0.467 0.531 0.243 4.80 1739 0.198 0.148 -0.861 0.525 1.736 0.754 350T150-54 0.0566 0.367 1.25 0.761 0.412 1.440 0.079 0.465 0.712 0.332 6.57 2392 0.679 0.310 9.28 3372 0.392 0.187 -0.855 0.521 1.738 0.758 350T150-68 0.0713 0.462 1.57 0.972 0.518 1.450 0.099 0.462 0.957 0.459 9.07 2994 0.919 0.428 12.81 4536 0.783 0.238 -0.847 0.516 1.741 0.763 350T150-97 0.1017 0.659 2.24 1.422 0.738 1.469 0.136 0.455 1.422 0.738 14.58 4213 1.422 0.701 20.98 6383 2.271 0.346 -0.831 0.506 1.748 0.774 35OT200-33 0.0346 0.259 0.88 0.574 0.315 1.487 0.108 0.647 0.428 0.181 3.57 1024 - - - - 0.103 0.249 -1.285 0.761 2.069 0.614 35OT200-43 0.0451 0.338 1.15 0.749 0.409 1.489 0.140 0.645 0.600 0.257 5.09 1739 - 0.229 0.323 -1.280 0.758 2.066 0.616 35OT200-54 0.0566 0.424 1.44 0.949 0.513 1.496 0.175 0.642 0.814 0.355 7.01 2392 0.770 0.329 9.85 3372 0.453 0.409 -1.273 0.754 2.067 0.621 350T200-68 0.0713 0.534 1.82 1.213 0.647 1.508 0.218 0.639 1.112 0.496 9.80 2994 1.054 0.458 13.71 4536 0.904 0.522 -1.264 0.749 2.069 0.626 35OT200-97 0.1017 0.761 2.59 1.78 0.923 1.53 0.305 0.633 1.779 0.831 16.41 4213 1.708 0.769 23.01 6383 2.622 0.765 -1.247 0.738 2.073 0.638 35OT250-43 0.0451 0.383 1.30 0.896 0.490 1.530 0.257 0.819 0.659 0.268 5.29 1739 0.260 0.593 -1.719 0.996 2.443 0.505 35OT250-54 0.0566 0.480 1.63 1.137 0.615 1.538 0.321 0.817 0.900 0.371 7.33 2392 0.846 0.343 10.26 3372 0.513 0.752 -1.712 0.992 2.442 0.509 35OT250-68 0.0713 0.605 2.06 1.454 0.776 1.550 0.401 0.814 1.241 0.522 10.31 2994 1.168 0.479 14.35 4536 1.025 0.961 -1.703 0.987 2.443 0.514 350T250-97 0.1017 0.862 2.93 2.139 1.109 1.575 0.563 0.808 2.027 0.889 17.56 4213 1.924 0.815 24.39 6383 2.973 1.413 -1.684 0.975 2.443 0.525 362T125-18 0.0188 0.115 0.39 0.237 0.126 1.435 0.017 0.380 0.189 0.065 1.29 169 - - 0.014 0.042 -0.665 0.413 1.627 0.833 362T125-27 0.0283 0.173 0.59 0.358 0.191 1.438 0.025 0.378 0.301 0.135 2.66 569 0.046 0.062 -0.661 0.411 1.627 0.835 362T125.30 0.0312 0.191 0.65 0.395 0.210 1.438 0.027 0.378 0.339 0.152 3.01 762 0.062 0.068 -0.659 0.410 1.626 0.836 362T125-33 0.0346 0.212 0.72 0.438 0.232 1.438 0.030 0.377 0.384 0.174 3.44 1024 0.085 0.076 -0.658 0.409 1.626 0.836 362T125-43 0.0451 0.276 0.94 0.571 0.302 1.439 0.039 0.375 0.531 0.245 4.84 1739 0.187 0.098 -0.654 0.407 1.625 0.838 362T125-54 0.0566 0.346 1.18 0.723 0.378 1.445 0.048 0.373 0.705 0.332 6.57 2480 0.678 0.312 9.34 3372 0.369 0.123 -0.648 0.404 1.627 0.841 362T125-68 0.0713 0.436 1.48 0.921 0.475 1.454 0.060 0.370 0.921 0.453 8.95 3104 0.907 0.427 12.78 4703 0.738 0.156 -0.641 0.399 1.631 0.846 362T125.97 0.1017 0.621 2.11 1.343 0.675 1.471 0.082 0.363 1.343 0.675 15.24 4370 1.343 0.675 20.2 6622 2.14 0.226 -0.626 0.39 1.639 0.854 362T150-27 0.0283 0.187 0.64 0.408 0.217 1.475 0.041 0.468 0.323 0.140 2.76 569 - - - 0.050 0.102 -0.857 0.524 1.769 0.765 362T150-30 0.0312 0.207 0.70 0.449 0.239 1.475 0.045 0.467 0.364 0.158 3.12 762 0.067 0.112 -0.856 0.523 1.768 0.766 362T150-33 0.0346 0.229 0.78 0.499 0.264 1.475 0.050 0.467 0.414 0.180 3.56 1024 0.091 0.124 -0.854 0.522 1.767 0.766 362T150-43 0.0451 0.298 1.02 0.650 0.343 1.476 0.064 0.465 0.574 0.255 5.04 1739 0.202 0.160 -0.850 0.519 1.766 0.768 362T150-54 0.0566 0.374 1.27 0.823 0.431 1.483 0.080 0.462 0.769 0.349 6.89 2480 0.735 0.325 9.74 3372 0.400 0.202 -0.844 0.516 1.768 0.772 362T150.68 0.0713 0.471 1.60 1.050 0.542 1.492 0.099 0.459 1.034 0.480 9.49 3104 0.993 0.449 13.43 4703 0.799 0.257 -0.836 0.511 1.771 0.777 362T150-97 0.1017 1 0.672 2.29 1.534 0.771 1.512 0.138 0.453 1 1.534 0.771 15.23 4370 1.534 0.733 21.94 6622 2.315 0.374 -0.82 0.501 1.778 0.787 'Web height -to -thickness ratlo exceeds 200. Web stiffeners are required at all support points and concentrated loads. 'Allowable moment includes cold work of forming. Complies With 2009 and 2012 IBC www.SSMA.com 15 Sue Genty • Interior Design Inc. 12811 NE 126" St. • Kirkland, Washington • 98034 Allen Johannessen 6300 Southcenter Boulevard Suite #100 Tukwila Washington 98188 Phone 206-431-3670 Fax 206-431-3665 RE: Correction Letter # 1 Development permit application number D15-0208 Pizza studio — 17250 southcenter pkwy 148 Dear: Mr. Allen Johannessen Corrections PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) All Structural Drawings and structural calculations sheets to be stamped (original signed wet stamp, not copied) by Washington State licensed architect, structural engineer or civil engineer. A wet stamped and signed copy of the structural calculations has been submitted with the corrections sheets. 1. The restrooms show what appears to be a trash can located within the required clear floor space of the toilet. This would be obstructive for a wheelchair person to back into position for side transfer to the toilet. Revise plan to provide an alternative solution for the trash container that shall not obstruct wheelchair access to the toilet. (2009 ANSI 604.3.1, 604.7) Restroom detail sheet has been updated to show the trash can out of clear floor space of the toilet and the sink. A notation has been added see sheet AT 2. The installation of the walk in cooler shall be a mechanical permit separate from other mechanical permits. This is for your information only. Walk in cooler permit has been added to the list of deferred submittals on sheet A0. 3. The demo plan did not show concrete floor cuts to provide access for new plumbing drain installation. Show removal of concrete floor for new plumbing DWV with the demo plan. Provide engineer's analysis to verify the floor is not a structural floor system. Include a plan for concrete repairs to restore the concrete floor. The demo plan has been updated to show the concrete removal for the new plumbing. A detail has been added for the concrete repair to restore the concrete. See sheet A2 Michelle J. Leszcynski CORRECTIONLTR# --4-�- b Is,. 0 10 9 RECEIVED CITY OF TUKWILA SEP 15 2015 PERMIT CENTER 425-827-3438 Voice www.sgidinc.com 425-822-3525 Fax City of Tukwila Department of Community Development September 04, 2015 MICHELLE LESZCYNSKI 12811 NE 126TH PL KIRKLAND, WA 98034 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D15-0208 PIZZA STUDIO — 17250 SOUTHCENTER PKWY 148 Dear MICHELLE LESZCYNSKI, Jim Haggerton, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 2406; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) All Structural Drawings and structural calculations sheets to be stamped (original signed wet stamp, not copied) by Washington State licensed architect, structural engineer or civil engineer. 1. The restrooms show what appears to be a trash can located within the required clear floor space of the toilet. This would be obstructive for a wheelchair person to back into position for side transfer to the toilet. Revise plan to provide an alternative solution for the trash container that shall not obstruct wheelchair access to the toilet. (2009 ANSI 604.3.1, 604.7) 2. The installation of the walk in cooler shall be a mechanical permit separate from other mechanical permits. This is for your information only. 3. The demo plan did not show concrete floor cuts to provide access for new plumbing drain installation. Show removal of concrete floor for new plumbing DWV with the demo plan. Provide engineer's analysis to verify the floor is not a structural floor system. Include a plan for concrete repairs to restore the concrete floor. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accented through the mail or by a messenger service. If you have any questions, I can be reached at 206-433-7165. Sincerely, fche e le i P y Permit Technician File No. D15-0208 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 9 Phone 206-431-3670 • Fax 206-431-3665 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0208 DATE: 08/17/15 PROJECT NAME: PIZZA STUDIO SITE ADDRESS: 17250 SOUTHCENTER PKWY X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: A-COMF 0 , AND C PL- ,)/94- 0-t7-15- Building Division d Fire Prevention Planning Division Public Works Structural ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: DATE: 08/18/15 Not Applicable ❑ Structural Review Required ❑ (no approvallreview, required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 09/15/15 Approved ❑ Approved with Conditions ❑ Corrections Required (corrections entered in Review) Notation: REVIEWER'S INITIALS: Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0208 DATE: 09/15/15 PROJECT NAME: PIZZA STUDIO SITE ADDRESS: 17250 SOUTHCENTER PKWY - SUITE 148 Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: �5 AWC q`1,-1S Building Division M Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator ❑) PRELIMINARY REVIEW: DATE: 09/17/15 Not Applicable ❑ 1 Structural Review Required ❑ (no approval/review required) 1 REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 10/15/15 Approved ❑ Approved witb Conditions Nr Corrections Required ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard. Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http:i/www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 09/10/2015 Plan Check/Permit Number: D15-0208 Response to Incomplete Letter # Response to Correction Letter # # t Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: Pizza Studio Project Address: 17250 Southcenter pkwy 148 Contact Person: Michelle J. Leszcynski Summary of Revision: Phone Number: (425) 827-3438 A wet stamped and signed copy of the structural calculations has been submitted with the corrections sheets. 1. Restroom detail sheet has been updated to show the trash can out of clear floor space of the toilet and the sink. A notation has been added see sheet AT 2. Walk in cooler permit has been added to the list of deferred submittals on sheet A0. 3. The demo plan has been updated to show the concrete removal for the new plumbing. A detail has been added for the concrete repair to restore the concrete. See sheet A2 RECEWIM n"V OF TUKMLA 15 2015 PFJa ► 1T CE-WEp Sheet Number(s): A0, A2 and A7 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: c [Entered in Permits Plus on -(S`f H:\Applications\Forms-Applications On Line\2010 Applications\7-2010 - Revision Submival.doc Revised: Mac 201 1 Public Health a Seattle & King County 2015 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: PIZZA STUDIO- TUKWILA Proposed Business Address: 17250 SOUTHCENTER PARKWAY City: TUKWILA Zi198188 Was this facility previously a food service business? Yes, former name: ❑ No ❑ Don't Know If Yes, how long has it been closed? ❑ Less the 3 months ❑ 3 mos. to one year W More than one year ❑ Don't Know Plan to open by: Proposed Number of Seats: 49 Sewage Treatment: ® Sewer ❑ On -Site Septic For City of Seattle, DPD Project # clan Kevlew t-ee (see pg 1 in clan uume). (Make checks payable to: "SKCDPH") Fee is nonrefundable ® New Construction (includes installing a new kitchen OR re -permitting an existing kitchen that has not been used for one year or more) ($860 base fee covers the first 4 hrs of plan review) ❑ Remodels (changes or add to an existing kitchen) ($645 base fee covers the first 3 hrs of plan review) ❑ Multiple Permit Establishment ($645 base fee for each separate area covers the first 3 hrs of plan review for each area) ❑ Resubmitted Plan Review ($215.00 per hour) Please note: plan review fees are non-refundable and plan review time beyond the base will be charged at the rate of $215 per hour. You will pay a separate permit fee before opening. PS NORTHWEST LLC 808 124TH STREET CT E TACOMA, WA-98445-2900 . k l� Order Of 011 19-VI250 WA �j ' _ I S 98125 8 9.c r��on Bank of America ACH R/r 1250000I2,4�,, For ` 1�"�� "r Harund Crdu Variance SR#: Permit Record PR#: Approval Date: Review Time: Notes: Please submit your application to: RECEIVED AUG 13 2015 Reviewer-: DOWNTOWN SEATTLE 401 - P Avenue, Suite 1100 Seattle, WA 98104 (206)263-9566 DPD/DPER #: s%Re uestor _Zip: 98445 •:•Plan Check 327-3438 _Zip: 98035 S:\EHSHARE\TECHDATA\Food\Food Forms\2015 Food Forms EASTGATh PUBUC I UIRALl l l Available in alternative format upon request pursuant to ADA S Non -Residential King County Seaver Use Certification Department of Natural Resources and Parks Wastewater Treatment Division • To be completed for all new sewer connections, reconnections or For King County Use only change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer Account # connections within five years of disconnect. Please Print or Type Na. of RCEs Zed SOVTN f Monthly Rate Property Street Address City , 1 State ZIP Property Tax ID # Owner's Name Party to be Billed (if different from owner) Subdivision Name Subdiv. # Building Name (i, appl Sabl' (��) (,1F — ZOO Owner's Phone Number (Area Co„ e) Property Contact Phone Number (with Area Code) Owner's Mailing Address Lot # Block # A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower. per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 1 2 Sink, bar or lavatory 2 1 Sink, Clinic flushing 8 8 Sink, kitchen 3 2 Sink, other (service) 3 1.5 Sink, wash fountain, circle spry 4 3 f Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, > 1 GPF 6 2 Urinal, waterless 0 0 Water closet, tank or valve, 1.6 GPF 6 3 1 Water closet, tank or valve, > 1.6 GPF 8 4 Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units = ' + RCE 20 City or Sewer District ::Fu t-W i LA, Date of Connection Side Sewer Permit # Please report any demolitions of pre-existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre-existing building? []Yes �.No Was building on Sanitary Sewer? ❑Yes C'No Was Sewer connected before 2/1/907 ❑Yes m No Sewer disconnect date Type of building demolished Request to apply demolition credit to multiple buildings? "."Yes ...No B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility/Process: Estimated Wastewater Discharge: Gallons/days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal/day) _ RCE 187 C. Total Residential Customer Equivalents: (add A & B) A B 0 _ RCE Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi-annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206-477-5533. I certify that the information given is correct. I unders n that the opacity charge levied will be based on this information and any deviation will require resubmission of corrected dgta for dete i1f�'nakon f revised c acity charge. Signature of Owner/Representative WIL Date g/5 / Print Name of Owner/Representative \.gA7wt,t � 1058 (Rev. 2)15) SGi r ID1 NrV White - King County Yellow - Local Sewer Agency Pink- Sewer Customer -4JE!2""@" EXPRESS CONST COMPANY INS' Page 1 of 2 Home Inicio en Espanol Contact Safety inWashington State Department of Labor & Industries EXPRESS CONST COMPANY INC Search L&I A-Z Index Help My Secure I. &I Claims & Insurance Workplace Rights Trades & Licensing Owner or tradesperson 355 -118TH AVE SE STE 100 Principals BELLEVUE, WA LARSEN, GRANT R, PRESIDENT 206-230-8500 LOWRY, DAVID H, VICE PRESIDENT KING County LOWERY, BARBARA, TREASURER Doing business as EXPRESS CONST COMPANY INC WA UBI No. Business type 601 547 506 Corporation Governing persons BARBARA A LOWRY DAVID H LOWRY; GRANT R LARSEN; MARCI LARSEN; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. EXPRECCO66LP Effective — expiration 06/17/1994— 07/10/2017 Bond ..............._ USF&G CO $12,000.00 Bond account no. TC6142 Received by L&I Effective date 05/21/2004 05124/2004 Expiration date Until Canceled Insurance .............................. Scottsdale Ins Co $1,000,000.00 Policy no. bcs0030414 Received by L&I Effective date 03/06/2015 06/15/2013 Expiration date 06115/2016 Insurance history https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=601547506&LIC=EXPRECCO66LP&SAW= 9/24/2015 GENERAL NOTES: 1. All construction shall comply with the 2012 International Building Code as revised and adopted by the City of TUKWILA, KING County, Washington, The Washington State Regulations for Barrier Free Facilities, Washington State Energy Code and all applicable local codes, ordinances and standards. 2. Contractor shall verify all "building standards" with building landlord prior to beginning any work. However, there shall be no deviations whatsoever from the contract documents without prior written approval of the Interior Designer/Architect. Contractor is to verify all existing conditions, dimensions, details, etc., and notify the Interior Designer/Architect of any and all discrepancies prior to proceeding with the work. 3. All items marked N.I.C. are not part of this contract unless otherwise noted. 4. All work shall be applied in accordance with the manufacturers latest recommendations or written directions. 5. Do not scale drawings; dimensions govern. The Contractor shall notify Interior Designer/Architect immediately of any and all discrepancies. 6. All dimensions are to the finish face or centerline of column, or face of concrete work, or face of gwb, unless otherwise noted. 7. Where construction details are not shown or noted for any part of the work, the details shall be the same as for other similar work. If questions cannot be resolved in this manner, contact the Interior Designer/Architect prior to proceeding with the work. 8. Where devices or items or parts thereof are referred to in singular, it is intended that such shall apply to as many such devices, items, or parts as are required to properly complete the work. 9. There shall be no deviations what so ever from the contract documents without the Interior Designer s/Architect's written approval thereof. The Contractor agrees to defend, indemnify and hold the Interior Designer/Architect harmless from any claims arising as a result of unapproved changes. 10. If required, a construction barricade shall be installed by the Contractor, painted, detailed, and illuminated as per the Interior Designers direction. No signs other than those authorized by the Interior Designer/Architect will be permitted on this barricade. 11. It shall be the responsibility of the contractor to locate all existing utilities whether shown herein or not and to protect them from damage. The Contractor shall bear all expense of repair or replacement of utilities or other property damaged by operations in conjunction with the execution of his work. 12. The Contractor will verify and conform to all requirements of all utility companies unless otherwise noted in the plans and/or specifications. 13. The contractor shall secure permits required by the City of TUKWILA, KING County, Washington prior to building occupation. 14. All debris shall be removed from the premises or'd all areas shall be left in a (broom) clean condition at all times. 15. The contractor shall take all necessary precautions to ensure the safety of the occupants and workers at all times. 16. Approved plans shall be kept in a plan box and shall not be used by any workmen. All construction sets shall reflect the same information. The Contractor shall also maintain in good condition, one set of plans with all revisions, addenda, and change orders on the premises at all times which are to be under the care of the job superintendent. 17. The Contractor shall be responsible for the security of the building and site while the job is in progress and until the job is completed. 18. All operation conducted on the premises shall not be objectionable beyond the property boundary lines by reason of noise, steam, odor, fumes, gases, smoke, vibration, hazard or other causes. 19. Lathing, plaster, and gypsum wall board systems shall conform to Chapter 25 of the 2012 IBC. 20. Water resistant gypsum board shall be used in restrooms and all wet areas. 21. All exposed gypsum board to have metal edges at all corners and wall intersections. 22. All glass and glazing shall comply with Chapter 24 of the 2012 IBC and the U.S. Product Safety Commissions :Safety Standard for Architectural Glazing Materials. 23. Exit signs and illumination shall conform to the 2012 IBC Chapter 10, Section 1011. verify requirements with City Building Official and Interior Designer/Architect prior to installation. Exit signs shall be located in compliance with Section 1011.1 of the 2012 IBC using block letters 6 inches in height with a stroke of not less than 3/4" and illuminated per Sections 1011.4-1011.53. 24. Exit signs illumination power supply, current supply to one of the lamps for exit signs shall be provided by the premises' wiring system. Power to the other lamp shall be from storage batteries or an on -site generator set and the system shall be installed in accordance with the IBC Section 1011 and the current 2009 IBC Electrical Code Chapter 27. 25. Exit doors shall be operable from the inside without the use of a key or any special knowledge or effort. Exit doors shall swing in the direction of exit travel when serving any hazardous area or when serving an occupant load of 50 or more. The force required to open a side swinging exit door shall not exceed 30 pounds applied at the latch side. Section 1008, 2012 IBC except that at exit doors within the accessible route of travel such force shall not exceed 8.5 pounds. At exterior doors where environmental conditions require greater closure pressure, power operated doors shall be used within the accessible route of travel. 26. Flammable liquids shall not be placed, stored, or dispensed in this occupancy except as provided in NFPA Standard 30 and the current Intl. Fire Code. Permit may be required. 27. All drapes, hangings, curtains and all other decorative material, that would tend to increase the fire and panic hazard shall be made from nonflammable material, or shall be treated and maintained in a fire retardant condition by means of a flame retardant solution or process approved by the Fire Marshal. Provide a certification to this effect. 28. Exit doors, exit lights, and fire extinguisher locations shall not be concealed or obstructed by any decorative material. 29. Minimum flame spread classification of interior finishes shall be per Table 803.9 of the 2012 IBC. All foam plastics shall comply with the requirements specified in Chapter 26 of the 2012 International Building Code. 30. Install Class A fire extinguishers readily accessible to all occupants as required by the Fire Marshall. 31. All sheet metal fasteners to be of the some material as sheet metals used for flashing. Where connection of dissimilar material occurs, provide adequate protection to prevent deterioration. The protection shall include, but is not limited to an insulation coat of a bituminous paint between all dissimilar metals. 32. Contractor shall comply with lighting/switching requirements of UEC. Contractor shall also comply with the lighting power budgets specified in the UEC. 33. HVAC, plumbing, electrical and fire alarm/suppression systems are under separate permits as bidder design items. 34. Fire extinguishers: Verify requirements and locations with the Fire Marshal. Contractor to supply fire extinguishers and cabinets as required. 35. Electrical rough -in and reflected ceiling plan are for the general information of the contractor. Exact locations to be verified. NOTE: If a grid is noted as "start here", it indicates a pattern intrinsic to the nature of the finished product. NOTIFY INTERIOR DESIGNER of conflicts arising in the field PRIOR to making adjustments. 36. All lay -in acoustical ceiling grids shall be installed and securied per 2012 IBC 808-808.1.1.2, for earthquake zone III, and ASTM C 635, ASTM C 0636. 37. Provide or modify as needed sprinkler, alarm and smoke detection system per applicable codes, including if necessary fire horns, strobe lights, control panel connections, smoke detectors, audio visual alarms. Submit shop drawing to the fire marshall and Interior Designer/Architect for approval or as required per local jurisdiction. 38. Abbreviations throughout the plans are abbreviations which are in common use. The list of abbreviations provided is not intended to be complete or representative of conditions or materials actually used on the project. The Interior Designer/Architect will define the intent of any in question. 39. General Contractor to confirm roofing conditions and warranties with landlord prior to ANY roof penetrations or work interface with existing roofing materials or substrates. Any work requiring a certified roofing specialist to maintain the warranty on the existing roof will be necessary. CONFIRM WITH LANDLORD. 40. General contractor to confirm slab type and location of structural, conduits & utilities prior to saw cutting. Obtain building structural engineer's approval prior to coring or saw -cutting. PROJECT DIRECTORY0 : PROJECT NAME PIZZA STUDIO- - TUKWILA PROJECT ADDRESS 17250 SOUTHCENTER PARKWAY TUKWILA, WA 98188 PROPERTY OWNER WIG PROPERTIES LLC-SS 4811 - 134TH PLACE SOUTHEAST BELLEVUE, WA 98006 CONTACT PERSON DAVID KRUEGER OFFICE 425-641-2044 X102 DKRUEGER®WIGPROPERTIES.COM CONSTRUCTION MANAGEMENT GREGORY EDWARDSON (253)-686-6277 (425)-641-2044 TENANT PS NORTHWEST LLC 808 124TH ST CT E TACOMA WA 98445 RANDY MORRIS (253) 230-4940 RSMORRIS 1 O@GMAIL.COM PROJECT DESIGNER SUE GENTY INTERIOR DESIGN, INC. 12811 NE. 126TH PLACE KIRKLAND, WA 98034 PHONE: 425-827-3438 MICHELLE@SGIDINC.COM & SUE@SGIDINC.COM ARCHITECT OF RECORD RICK LENTZ MERRICK LENTZ ARCHITECT 12815 NE 126TH PLACE KIRKLAND, WA 98034 (W)425-747-3177C(425) 891-0064 PROJECT DATA: CHAPTER 29 PLUMBING - WASHINGTON STATE AMENDMENTS - 2012 PROJECT TYPE: TENANT IMPROVEMENT - RESTAURANT OCCUPANCY GROUP: B CONSTRUCTION: TYPE II - FULLY SPRINKLED NUMBER OF STORIES: 1 STORY SEISMIC CATEGORY: D BUILDING ZONE: TUC TOTAL BUILDING SQUARE FOOTAGE: 46,511 SF TOTAL TENANT SQUARE FOOTAGE: 1935 SF FIXTURE CALCULATIONS TABLE: OCCUPANCY: RESTROOMS REQUIRED: RESTROOMS PROVIDED: INTERIOR OCCUPANCY TOTAL OCCUPANCY: EXITS REQUIRED: EXITS PROVIDED: FIRE SQ FOOTAGE BREAK OUT: WAITING AREA STANDING FIXED SEATING GENERAL SEATING COMMERCIAL KITCHEN STORAGE & MECH. AREA HALLWAY EGRESS RESTROOMS: SYMBOLS: zsoz. i 48 PERSONS- 24 MEN - 24 WOMEN 1 EACH (1 PER 75 PERSONS) 1 EACH (1 PER 75 PERSONS) 48 PERSONS 1 1 CUSTOMER + 1 EMPLOYEE 36 SQ. FT. - 1 /5 = 7 PERSONS 42 L.F. 1 /2 L/F/ = 21 PERSONS 254 SQ. FT. - 1/15 = 17 PERSONS 427 SQ. FT. - 1 /200 - 2 PERSONS 308 SQ. FT. - 1 /300 - 1 PERSONS 510 SQ. FT. - NO OCCUPANCY 127 SQ. FT. - NO OCCUPANCY EXTERIOR ELEVATION d KEY + DETAIL REFERENCE 2 DETAIL REFERENCE ®-O ENLARGED PLAN WALL SECTION 2 BUILDING SECTION 4 4 p SHEET INTERIOR ELEVATION c WINDOW TYPE OH DOOR TYPE goo WALL TYPE �-- GRIDLINE A DRAWING TITLE 1 NAME SCALE ABBREVIATIONS.- A.B. ANCHOR BOLT GA GAUGE PARTN PARTITION ACC ACCESS GALV GALVANIZED PERIM PERIMETER ACOUS ACOUSTIC(AL) GFI GROUND FAULT PERP PERPENDICULAR A.B. ANCHOR BOLT INTERRUPTOR PREFAB PREFABRICATED ADJ ADJACENT GND GROUND PREFIN PREFINISHED AFF ABOVE FINISH FLOOR GWB GYPSUM WALL BOARD P-LAM PLASTIC LAMINATE AMU AIR HANDLING UNIT GYP GYPSUM PLY PLYWOOD AL ALUMINUM PNL PANELING) APPROX APPROXIMATELY H HIGH POL POLISHED HC HOLLOW CORE PT PAINTED) BD BOARD HDW HARDWARE BLDG BUILDING HDWD HARDWOOD QTY QUANTITY BLKG BLOCKING HM HOLLOW METAL QUAD QUADRAPLEX B.O. BY OWNER HCD HOLD CRITICAL BOT BOTTOM DIMENSION R RISER BS BUILDING STANDARD HORIZ HORIZONTAL R.A. RETURN AIR HR HOUR RAD RADIUS CEM CEMENT HVAC HEATING, VENTILATION RC REFLECTED CLG PLAN CER CERAMIC & AIR CONDITIONING REFER REFRIGERATOR CL CENTERLINE HW HOT WATER RELOC RELOCATE CLG CEILING HTR HEATER REQ REQUIRE(D)(MENT) CLK CAULKING RES RESILIENT CLOS CLOSET ID INSIDE DIMENSION REV REVISED)/REVISION CLR CLEAR INCL INCLUDE(D)(ING) R.H. RIGHT HAND COL COLUMN INFO INFORMATION RLG RAILING CONC CONCRETE INSUL INSULA11ON RM ROOM CONT CONTINUOUS INT INTERIOR RR RESTROOM CORR CORRIDOR CPT CARPET JAN JANITORIAL) S SOUTH C.T. CERAMIC TILE JB JUNCTION BOX OR S.C. SOLID CORE C.W. COLD WATER JOCKEY BOX (EQUIP) SCHED SCHEDULE(D) JT JOINT SECT SECTION DBL DOUBLE SHT SHEET DET DETAIL KIT KITCHEN SIM SIMILAR D.F. DRINKING FOUNTAIN SPEC SPECIFICATIONS) DIA DIAMETER L LENGTH SPKR SPEAKER DISP DISPENSER LAM LAMINATE SPRK SPRINKLER(ED) DN DOWN LAV LAVITORY SQ SQUARE DNG DINING LBL LABEL SS STAINLESS STEEL D.O. DUPLEX OUTLET LBS POUNDS STD STANDARD DR DOOR LG LONG STG STORAGE DS DOWNSPOUT LH LEFT HAND STL STEEL DW DISHWASHER STN STAIN DWG DRAWING MATL MATERIALS) SUSP SUSPENDED) DWR DRAWER MAX MAXIMUM SW SWITCH MECH MECHANICAL E EAST MED MEDIUM T TREAD EA EACH MFG MANUFACTURER T&G TONGUE & GROOVE E.F. EXHAUST FAN MIN MINIMUM TEL TELEPHONE E EAST MISC MISCELLANEOUS TEMP TEMPERED EL. ELEVATOR MN MAIN TH THICK(NESS) ELEC. ELECTRIC M.O. MASONRY OPENING THRESH THRESHOLD ELEV. ELEVATION MT MOUNT(ED)(ING) T.O. TOP OF EMER EMERGENCY MULL MULLION TIP TYPICAL EQ EQUIVALENT EQPT EQUIPMENT N NORTH U.L. UNDERWRITER'S EWC ELEC. WATER COOLER NIC NOT IN CONTRACT LABORATORY EX EXISTING NO NUMBER U.N.O. UNLESS NOTED EXP EXPANSION NOM NOMINAL OTHERWISE EXT EXTERIOR NTS NOT TO SCALE VCT VINYL COMPOSI11ON F.A. FIRE ALARM O.C. ON CENTER TILE F.D. FLOOR DRAIN O.D. OUTSIDE DIMENSION VRT VERTICAL F.E. FIRE EXTINGUISHER OFF OFFICE VEST VESTIBULE F.E.C. FIRE EXT. CABINET OFCI OWNER FURNISH, VOL VOLUME F.H.C. FIRE HOSE CABINET CONTRACTOR INSTALL FIN. FINISH OFOI OWNER FURNISHED. W WIDE FLUOR FLUORESCENT OWNER INSTALLED W/L WITH FP FIRE PROOF O.H. OPPOSITE HAND W/O WITHOUT FT FOOT OR FEET OPNG OPENING WC WALL COVERING FUR FURRING WCL WATER CLOSET FURN FURNISHING) WD WOOD WH WATER HEATER WSCT WAINSCOT SCOPE OF WORK: TENANT IMPROVEMENT OF NEW RESTAURANT TO INCLUDE NON BEARING INTERIOR PARTITION WALLS, RESTROOM BUILD OUTS, KITCHEN EQUIPMENT, CASEWORK AND FURNITURE NOTE: SIGNAGE IS NOT PART OF THIS SUBMITTAL AND MUST BE PERMITTED SEPARATELY. DEFERRED SUBMITTALS: PLUMBING ELECTRICAL in R -PERMIT Q KITCHEN HOOD PARKING: EXISTING NO CHANGE - VICINITY MAP NOT TO SCALE PARCEL SOUTHCENTER SQUARE BSIP 788892-0020 APPLICABLE CODES.- DRAWING INDEX: A-0 COVER SHEET APPLICABLE CODES: A-0.1 SITE PLAN 2012 INTERNATIONAL BUILDING CODE A-0.2 CODE PLAN 2012 WASHINGTON STATE AMENDMENTS A-1.0 COMPOSITE PLAN 2012 INTERNATIONAL MECHANICAL CODE 2012 UNIFORM PLUMBING CODE A-2.0 DEMO PLAN 2008 NATIONAL ELECTRICAL CODE A-2.1 CONSTRUCTION PLAN 2012 INTERNATIONAL FIRE CODE A-3.0 RCP CEILING/SOFFIT PLAN LMC TITLE 9 - FIRE A-3.1 RCP LIGHTING PLAN 2012 INTERNATIONAL FUEL GAS CODE A-4.0 MEP SPOTTING PLAN 2012 WASHINGTON STATE ENERGY CODE 2009 ANSI/ICC A117.1 A-5.0 EQUIPMENT PLAN AND LIST A-6.0 ELEVATION KEY PLAN & FINISH SCHEDULE A-6.1 INTERIOR ELEVATIONS A-6.2 FLOOR FINISH PLAN & FINISH SCHEDULE A-7.0 RESTROOM DETAILS REVISIONS A-8.0 CONSTRUCTION DETAILS No changes shah be mscope to the sco a A-8.1 CEILING DETAILS Of work without prior approval of A-9.0 CASEWORK DETAILS Tukwii'a Building Division. A-9.1 PIZZA SHROUD AND HOOD DETAILS NOTE: Revisions will require a new plan submittal and may include additional plan review fees. AD-1 WALK IN REFER DETAIL AD-2 WALK IN REFER DEAl1L K1 KITCHEN EQUIPMENT PLAN K2 KITCHEN EQUIPMENT SCHEDULE K3 KITCHEN ELECTRICAL ROUGH -IN PLAN K4 KITCHEN MECHANICAL ROUGH -IN PLAN SEPARATE PERMIT K5 KITCHEN WALL BACKING PLAN REQUIRED FOR: S1 STRUCTURAL CALCULATIONS I = schanic al CElectrical tumbing CGas Piping CIZy of Tukwila 1. ILDING DIVISION PermitRLE COPY ft "N us'. alo Aoft No, -Z if Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted cede or ordinance. Receipt of approved Field Co an is ac1=vW . City of TukvWla BUILDING DIVISION SITE KEY PLAN NOT TO SCALE CORRECTION LTR#_-Il-- _ C w�jra""�`i�Ti.`a �..i I CODE ry.�t-,yi SEP 2 2 2015 i 3_h 3,I; 1 8UILDING [')iVIfS1O, RECEIVED CITY OF T'UKWI3.A SEP 15 2015 PEPPR,11T rEI`1TEM lq' d� oaF t.Y.; Now on 111 A 11100110'sammuss, " mosommom .......... t oil R EYVED Fb F EVv- yy CODE CORP?PLIANCE SEP 2 2 2015 7 Cilitly 01171-Ld-N.6124 BUILDING DIVIS101 RECEIVED CITY OF TUKWILA AUG I 3 2015 PERMIT CENTER 9 "A5 PIZZA., STUDIO Lu Lu • 00 00 00 L6 LLJ 0 ACCESSIBLE RESTROOM STCTNS NO SCALE ALL HANDICAP ROOMS TO HAVE SIGNAGE PER ICC 1 1 101.2.9. (ICC Al 17.1 SECTION 703.6.3.1) ALL INTERIOR SIGNS DEPICTING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL COMPLY WITH SECTION 703 (ICC A117.1 SECTION 703) ALL ACCESSIBLE SIGNAGE DEPICTING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE WHITE ON A BLUE BACKGROUND PER 1101.2.9 IN THE WA STATE AMENDMENTS TO THE IBC. MOUNT ACCESSIBLE SIGNS 40" MIN A.F.F., MEASURED TO THE BASELINE OF THE CHARACTER PER ICC/ANSI 1 17.1-2003 SECTION 703.4.5 ALL COUNTERTOP EDGES ON PUBLIC SIDE OF COUNTERS TO BE ROUNDED. BLACK RUBBER T—MOLD TO BE USED AT LAMINATE TOPS, AND BULLNOSED EDGE AT SOLID SURFACES. t pnau�tunntmwutn m �mumil � ©I L— ACCESSIBLE SYMBOLS KEY SCALE y" = F-0" w - - 24" so" 18"X60" MANEUVERING U) CLEARANCE © PULL SIDE OF DOOR FRONT APPROACH 30" 12"X48" MANEUVERING 00 CLEARANCE 00 © PUSH SIDE OF DOOR FRONT APPROACH WITH — LATCH AND CLOSER 36"X60" MANEUVERING CLEARANCE @ PULL SIDE OF DOOR HINGE APPROCH 22"X48" MANEUVERING CLEARANCE 00 @ PUSH SIDE OF DOOR FOR HINGE SIDE APPROACH WITH LATCH AND CLOSER Lo 42"X54" MANEUVERING CLEARANCE ® PULL SIDE OF DOOR HINGE APPROACH ALTERNATE 24"X54" MANEUVERING CLEARANCE @ PULL SIDE OF DOOR LATCH APPROACH WITH CLOSER 24"X48" MANEUVERING CODE PLAN SCALE: Y4" = F-0" 60"X56" CLEAR FLOOR SPACE @ FLOOR MOUNT TO I LET 30"X48" CLEAR FLOOR SPACE SINK — VERTICAL APPROACH 60" TURN AROUND CIRCLE PORTABLE FIRE EXTINGUISHER SEMI —FLUSH MOUNT u ZEViF_-. ' fN�G) .�r. CODE COS i'Fl_lAi\lCE SEP 2 2 2015 BUl6_DI�l , DI�;�p c'33!0.,..., � 9 MAXIMUM OCCUPANT LOAD OF 49 PERSONS TO BE POSTED ADJACENT TO MAIN ENTRY DOOR RECCIV`D ROVIDE SEMI FLUSH CITY OF TUKWILA RE EXTINGUISHER - ERIFY LOCATION EQUIREMENTS WITH RE MARSHALL AUG 13 2015 PERMIT CENTER r�1 PIZ STUDIO �i ., S1 ui t • 00 00 ,;,aanarcr., aj 00 00 +A 00 COMPOSITE PLAN I1 I DATE 9-10-15 MIL O 00 O ® ( ]11 r�r^ VI aj O ® JnM � 00 M •� N ►�+ 00 Z N � � w Z 00 N Colo DEMO PLAN Dane: 8-24r15 Scale: DOTED Dravwt by: MIL Job: PIZ1 STUDIO TUKWII.A, WA GENERAL NOTES: ALL DIMENSIONS ARE TO FACE OF GWB UNLESS OTHERWISE NOTED. PREP. ALL SURFACES TO RECEIVE PAINT - LEVEL 4 SMOOTH FINISH - PER FINISH SCHEDULE. GC TO CONFIRM LOCATION OF UTILITIES WITH LANDLORD PRIOR TO CONSTRUCTION START. GC TO PROVIDE MOISTURE RESISTANT GWB AT RESTROOMS AND ALL WET AREAS IN KITCHEN EXISTING HOLES CUT IN SLAB TO BE FILLED WITH CONCRETE SLAB TO MATCH EXISTING PER LANDLORD - VAPOR BARRIER TO BE APPLIED TO DEMISING WALLS - FULL HEIGHT PER EXHIBIT A#2.K OF LEASE: IF TENANT'S USE AS A RESTAURANT , TENANT SHALL INSTALL A VAPOR BARRIER BETWEEN THE PREMISES AND ANY ADJACENT TENANT SPACE. SUCH BARRIER SHALL COVER ANY COMMON WALL AREA BETWEEN THE PREMISES AND ADJACENT TENANT, FROM FRONT OF PREMISES TO THE REAR OF THE PREMISES AND RUNNING FROM SLAB TO THE UNDERSIDE OF DECK ABOVE. THE BARRIER SHALL BE AIR TIGHT AND PREVENT ODORS FROM ENTERING AND ADJACENT SPACE FROM THE PREMISES. TENANT SHALL ALSO INSTALL AND EXTENDER (48" MINIMUM HEIGHT ) ON ALL EXHAUST FANS ON THE ROOF WALL LEGEND: F NEW PARTITION TYPE IE FULL HEIGHT PLUMBING WALL © FULL HEIGHT WALL — NON LOAD BEARING 0 EXISTING WALL © PARTIAL HEIGHT WALL TO HEIGHT SPECIFIED ® FULL HEIGHT FURRING WALL © COOK LINE WALL EXISTING WALL PARTIAL HEIGHT NON BEARING PARTITION BY PIZZA STUDIO MILLWORK VENDOR - TO BE SET IN PLACE BY GC — GC TO RUN POWER TO AND THRU WALLS PER SHOP DRAWINGS C — _ _ —1 HEADER ABOVE • m Lo i� 53ir- 4 ._ in . SIN N � N -1" 5'-8" BACK OF HOSUE 109 5" EXISTING ELECTRICAL PANEL LOCATION 5" 5'-3" 19'-0" r EXISTING 1 HR I DEMISING WALL • d- iMEN'S 1 ;TROOM o 108 I I A-8 i� 3' _0,� 4 i in 1 7'-7" MEWS t RESTROOM 107 A J B D STORE FRONT SOLID CORE DOOR FLAT PANEL METAL DOOR W/ TEMP. MAPLE FINISH 3'-0" X 7'-0" GLASS (2) 3'-0" X 3'-0" X 7'-0" 7'-0" PER LANDLORD ADJACENT TENANT - M PROVIDE VAPOR 1 HR SEPARATION REQUIRED BARRIER FULL HEIGHT OF DEMISING WALL SLAB TO DECK ABOVE 90'-7" 46'-101" . - 3'-0" 8'-5" DOOR SCHEDULE DOOR & FRAME SCHEDULE DOOR FRAME NO. ROOM SIZE MAT. FIN TYPE MAT. FIN. HDWE HEAD JAMB NOTES 101 MAIN ENTRY (2) 3'-0" X 7'-O" MTL /GLS PNT A MTL PNT A-1 NEW DOUBLE DOOR ENTRY AND FIXED GLAZING IN EXISTING STORE FRONT SYSTEM TO MATCH EXISTING SIGN ABOVE DOOR TO READ "DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED" PAINTED ALUMINUM DOOR - CONTACT LANDLORD FOR PAINT SPEC 107 MEN'S RESTROOM 3'-0" X 7'-0" WD CLEAR B MTL PNT A-2 1 /A8 1 /A8 SIM. 108 WOMEN'S RESTROOM 3'-0" X 7'-0" WD CLEAR B MTL PNT A-2 1 /A8 1 /A8 SIM. 109 EXIT DOOR 3'-0" X 7'-0" MTL PAINT C MTL PNT A-3 EXISTING METAL DOOR TO BE PAINTED VERIFY HARDWARE AND CHANGE OUT AS NEEDED HARDWARE NO. QT ITEM DESCRIPTIONS MRF MRF # A-1 1 ALUMINUM STORE FRONT DOORS PROVIDE MANUFACTURES HARDWARE PER DOOR TYPE MATCHING BUILDING STANDARD FINISH TO MATCH EXISTING PROVIDE ADA COMPLIANT THRESHOLD SET IN SILICONE SEALANT 2 CLOSER - NORTON ALUMINUM 689 ONE PER DOOR NORTON 1600BC/1601SERIES A-2 3 HINGES- US26D SATIN CHROME STANLEY F179 2 KICK PLATE - 630 STAINLESS STEEL BOTH SIDES OF DOOR TRIMCO K0038 1 WALL BUMPER - 630 STAINLESS STEEL TRIMCO 270WV 1 HOLDER - ALUMINUM IVES FS1153 1 HOLDER - ALUMINUM IVES FS1153 1 CLOSER - NORTON ALUMINUM 689 ONE PER DOOR NORTON 1600BC/1601SERIES 1 DEAD BOLT - SATING CHROME SCHLAGE B571W/ RR INDICATOR 1 PUSH PULL IVES B103E2 10", 1" ROUND AD W/8300 PLATE AND 8200 PUSH PLATE A-2 1 DEAD BOLT - SATING CHROME SCHLAGE OR EQUAL 1 CLOSER - NORTON ALUMINUM 689 ONE PER DOOR NORTON 1600BC/1601SERIES 5. " If 7_ '-10„ 5 1"X2"SHEET ROCK BUILD UP AT aI END OF HALL FOR IE— F A-8 PAINT COLOR c� to TRANSITION — —AREA RE CASEWORK BY PIZZA STUDIO 102 - MILLWORK VENDOR — TO BE -ElSET I IN PLACE BY GC — SEE 3 SHOP DRAWINGS A-8 81-1 „ `r in WALK IN FREEZER WALK IN REFER - �� 10 1105 PIZZA OVEN SHROUD SUPPLIED AND INSTALLED PREP BY RSC - GC TO AREA PROVIDE ROCK AND FACE 104 TILE TO SHROUD COOK LINE 00 103 PARTIAL HEIGHT WALLS BY PIZZA a) o 0 STUDIO MILLWORK VENDOR - TO BE SET IN PLACE BY GC - SEE SHOP z DRAWINGS CLASS II HOOD ABOVE PIZZA Q OVEN TO THE VENTED THRU ROOF PARTIAL HEIGHT WALL BY PIZZA STUDIO MILL WORK VENDOR - TO BE SET IN PLACE BY GC - GC TO RUN POWER THRU WALL PER PLAN Q 26'-7" SETTEE AND BOOTHS BY PIZZA STUDIO MILLWORK VENDOR - TO BE SET IN PLACE BY GC - SEE SHOP DRAWINGS - GG TO PROVIDE POWER TO CONVENIENCE OUTLETS AT SETTEE AND BOOTS DINING ROOM 101 NOTE: PER WSEC TABLE C402.3 MAX. U-VALUE OF 0.38 AT FIXED WINDOWS AND .60 ® DOORS - MAX. SOLAR HEAT GAIN COEFFICIENT OF 0.40 FOR ALL GLAZING NOT FACING NORTH NEW DOUBLE ENTRY DOOR AND FIXED SECTION OF GLASS IN EXISTING STORE FRONT SYSTEM SHOP DRAWINGS TO BE PROVIDED TO DESIGNER AND OWERN FOR REIVEW —, 00 M 0) N N j CODE Act` -NCE SEP 2 2 2015 4 � °ErBEd ye iRr AFIg ..�' B3UILr.')lH("p`- lid "ASlCi L LRECEIVED EXISTING 1 HR PER LANDLORD 3'-8" 3'-8" 4'-0" CITY OF TUKWILA DEMISING WALL PROVIDE VAPOR 13'-11" CLEAR 12'-2" CLEAR 13'-11" CLEAR AUG 3 2015 BARRIER FULL HEIGHT OF DEMISING WALL SLAB TO DECK ABOVE 2'-0" PERMIT -CENTER 36'-10" _ 53'-9" _ ADJACENT TENANT - A2 NO SEPARATION REQUIRED CONSTRUCTION PLAN SCALE: %" = F-0" P111111"i Zi;_',:Zio;,,', All;, 1 �1 a;1' II Lu • .. .� 0• cd 0. • .. CONSTRUCTION PLAN r. - • � �� ►rig � • M l CEILING FINISH SCHEDULE KEY I LOCATION DESCRIPTION MANUFACTURER SPECIFICATION REMARKS (o FRONT OF HOUSE T-BAR GRID USG INTERIORS SHEET ROCK LAY IN PANELS - CEILING SYS. CLIMAPLUS #2370SQUARE EDGE PRIME AND PAINT P-2 24X24XYZ T-GRID 15/6" CL- I BACK OF HOUSE IT -BAR GRID USG INTERIORS SHEET ROCK LAY IN PANELS - CEILING SYS. CLIMAPLUS VINYL -WHITE WITH CONTACT SOCORRO RUDOLPH FACE STIPPLE #2370SQUARE (480) 600-1402 EDGE 24X48XY2 WHITE T-GRID 1�41 6" IqoSOFFITS lRESTROOMS AND JGWB CEILING I I I PAINT PER PLAN �qolCLOUD (WOOD MILLW(SUPPLIER ICOMPANYRK MANUFACT�RED INSTALLEDMBYW�CK GENERAL NOTE: 'C' INDICATES CORRIDOR LIGHTING TO BE WIRED DIRECTLY TO PANEL. RESTROOM EXHAUST FAN TO BE SWITCHED W/ RESTROOM LIGHT - VERIFY EXISTING. DIMMER NOTE: CONFIRM DIMMER LOADS W/ MAX. LIGHT FIXTURE CAPACITY. ADD ADDITIONAL LIGHT SWITCHES, DIMMERS AS NEEDED. MATCH TYPE OF DIMMER TO TRANSFORMER TYPE ON LOW VOLTAGE FIXTURE - CONFIRM COMPATIBILITY NOTE: CEILING HEIGHT IS CALLED OUT FROM -0- GRADE. THROUGHOUT UNLESS NOTED OTHERWISE. 1 DO NOT PAINT DUCT WORK 2 PAINT METAL BRACKETS BLACK (P-2) 3 LEAVE ALL EXPOSED CONDUIT AND J BOXES BLACK (P-2) 4 NOT USED CEILING IS ONE CONSISTENT HEIGHT 5 ALL CEILING TILES IN THE PREP AND STORAGE ARES ARE TO BE SMOOTH, WASHABLE, NON ABSORBENT AND LIGHT IN COLOR. 6 ALL SPOT ELEVATION MAKERS ARE FROM FINISH FLOOR TO BOTTOM OF ITEMS UNLESS NOTED OTHERWISE. 7 ALL SUSPENSION OF NEW LIGHT FIXTURE, NEW HVAC DUCTING, SPEAKERS ECT. TO BE SUPPORTED FROM EXISTING STRUCTURE ABOVE. 8. REFER TO FINISH SCHEDULE FOR FINISH SPECIFICATION. 9. REFER TO ELECTRICAL DRAWINGS FOR COMPLETE SCOPE OF WORK. 10. ALL OUTLETS, REGISTERS, ECT. ON CEILING AND WALLS PAINTED TO MATCH SURFACE. 11 CENTER DOWN LIGHTING, PENDANTS LIGHTS, AND TRACK LIGHTING IN CEILING TILES AS SHOWN. SEE ELECTRICAL PERMIT SALE: y" =1'-0„ oft1b, go 1 ui Lu • c) .. • ' r • .. ct M .. .. UO '• : _ LL 0 .v� REFLECTED CEILING PLAN GWB CEILI RESTROOMS LEAVE GRID AT WATER H LIGHTING SCHEDULE SYMBOL QTY DESCRIPTION MFR. MODEL # LAMPS DIM REMARKS LAMPING FOR RECESSED ELITE LIGHTING RL628-950L-DIMTR- CAN 120 30K-W-WH YEAS PROVIDE DIMMERS FOR HALL LIGHTING O 31 EA. 15W AND ALL DINING ROOM LIGHTING - A LED-3000K NOTE NO DIMMING REQUIRED AT FOOD CAN HOUSING ELITE LIGHTING RL628-LD6-AT- PREP AREAS DI MTR-120 LAMPING FOR RECESSED ELITE LIGHTING RL428-650L-DIMTR- CAN ® BEVERAGE STATION 120-30K-W-WH O3 2 EA. CAN HOUSING ELITE LIGHTING RL628-LD41C-AT- DI MTR-120 11 W YES LED-3000K O3 EA. CUSTOM PIZZA PAN HI LITE PS 101 7.5W LED YES BOTTOM OF FIXTURE ® 7'-4"AFF BPENDANT TYPE A LAMP 14 22 EA. PENDANT CAN FIXTURE MAXILUME - ELITE SC61NC-PM48-120- 7.5W LED YES BOTTOM OF FIXTURE ® 10'-6"AFF LIGHTING 6101-MB-P TYPE A LAMP 6 PIPES 23 HEADS PIPE MOUNTED CLAMP LIGHTS SEE PLAN FOR NORA LIGHTING NTH-150 - NT-340 BARN DOOR LED19W YES CLAMP TO PIPE RAIL PER DETAIL WITH "CONTECH" LA118RP-B LIGHT CLAMP MOUNT D PIPE LENGTHS PAR30 ® 10-0" AFF TO BOTTOM OF PIPE 24-OT-LED-4000L- 7 EA. RECESSED TROFFER ORACLE LIGHTING DIM10-MVOLT-40K- 38W LED NO E 80-Al2 5 EA. MONO POINT CORE LIGHTING CTL-41 0-L1 -30K-WH 12.5W LED NO F GROUP -FL-MP EXIT EXIT SIGNAGE- EGRESS BEST LIGHTING 2 EA. LIGHTING WITH BATTERY PRODUCTS EZXTEU-I-G-W-EM 5W LED NO BACK UP 0 INME 3 EA. I EGRESS LIGHTING BEST LIGHTING PRODUCTS R1 2 EA. I RESTROOM EXHAUST FANS I NUTON OR EQUAL I TBS SEE FINISH SCHEDULE ON SHEET A6.1 (2) 5.4W LED I NO ALL LIGHTING SPECS AND COST PER FIXTURE TO BE SUBMITTED FOR APPROVAL TO OWNER AND DESIGNER GENERAL NOTE: 'C' INDICATES CORRIDOR LIGHTING TO BE WIRED DIRECTLY TO PANEL. RESTROOM EXHAUST FAN TO BE SWITCHED W/ RESTROOM LIGHT — VERIFY EXISTING. DIMMER NOTE: CONFIRM DIMMER LOADS W/ MAX. LIGHT FIXTURE CAPACITY. ADD ADDITIONAL LIGHT SWITCHES, DIMMERS AS NEEDED. MATCH TYPE OF DIMMER TO TRANSFORMER TYPE ON LOW VOLTAGE FIXTURE — CONFIRM COMPATIBILITY NOTE: CEILING HEIGHT IS CALLED OUT FROM —0— GRADE. CEILING IS ONE CONSISTENT HEIGHT THROUGHOUT UNLESS NOTED OTHERWISE. 1 DO NOT PAINT DUCT WORK 2 PAINT METAL BRACKETS BLACK (P-2) 3 LEAVE ALL EXPOSED CONDUIT AND J BOXES BLACK (P-2) 4 NOT USED 5 ALL CEILING TILES IN THE PREP AND STORAGE ARES ARE TO BE SMOOTH, WASHABLE, NON ABSORBENT AND LIGHT IN COLOR. 6 ALL SPOT ELEVATION MAKERS ARE FROM FINISH FLOOR TO BOTTOM OF ITEMS UNLESS NOTED OTHERWISE. 7 ALL SUSPENSION OF NEW LIGHT FIXTURE, NEW HVAC DUCTING, SPEAKERS ECT. TO BE SUPPORTED FROM EXISTING STRUCTURE ABOVE. 8. REFER TO FINISH SCHEDULE FOR FINISH SPECIFICATION. 9. REFER TO ELECTRICAL DRAWINGS FOR COMPLETE SCOPE OF WORK. 10. ALL OUTLETS, REGISTERS, ECT. ON CEILING AND WALLS PAINTED TO MATCH SURFACE. 11 CENTER DOWN LIGHTING, PENDANTS LIGHTS, AND TRACK LIGHTING IN CEILING TILES AS SHOWN. SEE ELECTRICAL PERMIT SALE: y" = 1�ft�' 0% po� livI' nn • DATE ae1 O 00 O1 O ® tip r" C-4. 00 � M �+ N 00 a N w 00 N T r-1 REFLECTED CEILING PLAN Dade: 8-12-15 Scale: NOTED Drawn by: MIL lob: PIZZA STUDIO VENT TO OUTSIDE- / i 0 we 7'-7 OF H0� --RACK— OF 109 � EXISTING SINK PLUMBING — VERIFY LOCATION VERIFY PLUMBING DRAIN LOCATIONS WITH TOILET SPEC ESTROOM o0 108 1 L EXISTING ELECTRICAL PANEL b4X18 VERIFY EQUIPMENT REQUIREMENTS WITH FINAL EQUIPMENT SELECTIONS ELECTRICAL KEY KEY DESCRIPTION DUPLEX OUTLET *: 4—PLEX OUTLET J—BOX 220/110 CONNECT FY PLUG CONFIGURATION W/EQUIPI SPEC SHEET) A PHONE CONNECTION: P=PHONE, F=FAX O CEILING MOUNTED CO—AX CABLE CEILING MOUNTED DUPLEX OUTLET General Electrical Notes ALL STUB UP DIMENSIONS FROM FINISHED FLOOR TO CENTER OF BOX. EQUIPMENT LISTED ON EQUIPMENT SCHEDULE WILL BE UNCRATED AND SET IN PLACE ONLY. ROUGH IN AND FINAL HOOK—UP BY ELECTRICAL CONTRACTOR. ELECTRICAL CONTRACTOR TO FURNISH DISCONNECTS WHERE CODE REQUIRES. EQUIPMENT LISTED ON THE EQUIPMENT SCHEDULE DOES NOT INCLUDE ELECTRICAL FITTINGS SUCH AS RELAYS OR DISCONNECTS TO ELECTRICAL SERVICE. THESE PLANS SHOW ONLY THE REQUIREMENTS LISTED ON EQUIPMENT SCHEDULE. ® ALL KITCHEN EQUIPMENT OUTLETS TO BE GFI. SEE K SHEETS. FIELD VERIFY LOCATION OF CONVENIENCE OUTLETS AND REUSE WHERE POSSIBLE. MECHANICAL KEY KEY DESCRIPTION 0 COLD WATER HOT WATER DIRECT DRAIN — CLOSED INDIRECT DRAIN — BELL WASTE ® FLOOR DRAIN ®-- INDIRECT WASTE CONNECTION 12x12x8 FLOOR SINK (INDIRECT WASTE) NATURAL GAS CONNECTION Al R VENT XFD FLOOR DRAIN WITH 3' X 3' DEPRESSION SLOPE TO DRAIN General Plumbinq Notes O EQUIPMENT SCHEDULE DOES NOT SPECIFY ANY PLUMBING FITTINGS SUCH AS GREASE TRAPS, FAUCETS, PRESSURE REDUCING VALVES OR INTERCEPTOR, ETC. UNLESS LISTED ON EQUIPMENT SCHEDULE. NOR DOES IT INCLUDE FINAL CONNECTION TO SERVICE. PLUMBING CONTRACTOR TO PROVIDE IF NECESSARY. O PLUMBING REQUIREMENTS SHOWN ONLY FOR ITEMS LISTED ON EQUIPMENT SCHEDULE. O PLUMBER TO PROVIDE ROUGH —IN AND FINAL CONNECT. PER LANDLORD THERE IS A 16,000 SF GREASE INTERCEPTOR PROVIDED ON SITE WITH AN EXISTING TIE IN LOCATED WITHIN DEMISED SPACE PER LANDLORD PROVIDE NEW SUB METER DIRECTLY OFF "T" FROM MAIN LINE — CONTACT LANDLORD FOR METER SPEC — TO HAVE REMOTE READER VERIFY ALL POWER AND DATA REQUIREMENTS OF POS SYSTEM WITH OWNER ICeo:+a. wo_o-._ee•....... eo_m eo_.._ eo_O.._._.5..::.5'te0!:b:BvO.w.e�0..__e�0� .. a _��P]\E7iSfiT:'1 �i% I'�� MENDS RESTROOM T 107 18 29'-2" IN — \\,,\ WALK 1 _._------ ---------- ;aW —mm - �il rr 60X18 OX18 36X18 PREP —_-AREA----- XFD ^ I wad OWN SEE K— SHEETS FOR KITCHEN EQUIPMENT INFORMATION t 101 AREA 102 i`iV i I I I I I I( I i X I LIONS EE9 � a ( I PLUMBING AND ELECTRICAL INFORMATION FOR REFERENCE ONLY - SEE PLUMBING PERMIT AND ELECTRICAL PERMIT REVIEW SHOP DRAWINGS FOR OUTLET LOCATIONS IN MILLWORK WALLS AND BOOTHS, TYP. 120' AFF. z z z Z Z r-----1 � �---1 r---� Q� L +II_^ - ----- .-. Lei DINING -H 4 2 " ROOM REVIEW SHOP DRAWINGS FOR OUTLET LOCATIONS IN MILLWORK WALLS AND BOOTHS, TYP. IN TOE IN TOE 120'AF ABOVE I WIN REVIEW SHOP DRAWINGS FOR OUTLET LOCATIONS IN MILLWORK WALLS AND BOOTHS, TYP. PLUMBING/ELECTRICAL SPOTTING PLAN SCALE: %" = 1'-O" x X 4 0�� L. SEP 2 2 2015 a RECE;'Jr--D CITY OF TUKWILA AUG 13 2015 PERMIT CENTER EQUIPMENT LIST MECHANICAL ELECTRICAL # QUANTITY DESCRIPTION MANUFACTURER MODEL # HW CW WASTE BTU's HEIGH1 VOLT PH HP AMPS EIGHT SUPPLIER REMARKS 1 1 EA PARTIAL HEIGHT WALL ® CUSTOM CCS BOOTHS 2 1 EA PARTIAL HEIGHT WALL ® CUSTOM CCS LOOSE TABLES 3 1 EA PARTIAL HEIGHT WALL ® CUSTOM #8 ON KITCHEN CCS PIZZA PREP EQUIPMENT LIST PROVIDED BY COMMERCIAL CUSTOM SEATING - #2 ON KITCHEN 4 1 LOT SNEEZE GUARD CUSTOM EQUIPMENT LIST CCS INSTALLED BY GC - GC TO RUN POWER TO WALL AS NEEDED PER SHOP DRAWINGS - TILE BASE BY GC 5 1 EA POS COUNTER CUSTOM #17 ON KITCHEN CCS EQUIPMENT LIST 6 1 EA BEVERAGE COUNTER CUSTOM #39 ON KITCHEN CCS EQUIPMENT LIST 7 1 EA PT WALL ® BEVERAGE CUSTOM CCS COUNTER 8 1 EA 26' SETTEE CUSTOM CCS PROVIDED BY COMMERCIAL CUSTOM SEATING - INSTALLED BY GC - GC TO RUN POWER TO AS 9 4 EA SINGLE 48" BOOTH CUSTOM CCS NEEDED PER SHOP DRAWINGS 10 7 EA 30" X 48" TABLE TOP CUSTOM CCS 10A 14 EA 28.5" TABLE BASE CUSTOM CCS 11 3 EA 24 X 30 TABLE TOP CUSTOM CCS 11A 3 EA 28.5" TABLE BASE CUSTOM CCS 12 5 EA 36" ROUND TABLE TOP CUSTOM CCS 12B 5 EA 41.5" TABLE BASE CUSTOM CCS 13 14 17 EA CHAIR CUSTOM CCS 15 15 EA BAR STOOL CUSTOM CCS 16 15 EA TRASH RECEPTACLE CUSTOM #40 ON KITCHEN CCS EQUIPMENT LIST 17 1 LOT HI CHAIRS CUSTOM CCS 18 PROVIDED BY COMMERCIAL CUSTOM SEATING - 19 1 LOT CLOUDS - SEE RCP CUSTOM CCS INSTALLED BY GC - GC TO RUN POWER TO AS NEEDED PER SHOP DRAWINGS C EQUIPMENT LIST MECHANICAL ELECTRICAL # QUANTITY DESCRIPTION MANUFACTURER MODEL # HW CW WASTE BTU's HEIGHT VOLT PH HP AMPS EIGHT UPPLIEF REMARKS 20 2 EA RESTROOM SINK KOHLER K 2084-R-0 1 Xz" GC 21 2 EA FAUCET AMERICAN STANDARC 6056.164 Xt" X2" GC PROVIDE GF1 OUTLET ® 24" AFF UNDER SINK 22 2 EA PAPER TOWEL DISPENSER BOBRICK B-29744 GC 23 1 EA NAPKIN DISPENSER BOBRICK B-270 GC 2 2 EA TRASH CAN BOBRICK B-2300 GC GC TO PROVIDE WALL BACKER IN WALL 25 2 EA TOILET" SEAT DISPENSER BOBRICK B-221 4eer� 4 77 GC 26 2 EA COAT HOOK BOBRICK B-2116 GC GC TO PROVIDE BACKER IN WALL 27 2 EA DECK MOUNT SOAP DISPENSER BOBRICK B-8263.18 GC 28 2 EA VANITY MIRROR SENTRY MIRROR 18X36 29 2 EA ADA TOILET KOHLER OR EQUAL TBS" 2 76 30 2 EA GRAB BARS BOBRICK TBS GC TO PROVIDE BACKER IN WALL 31 2 EA TOILET PAPER DISPENSER BOBRICK TBS 35 2 EA BABY CHANGING STATION KOALA KB200-05SS WHITE GRANITE 36 37 38 38.1 39 40 40.1 41 42 SEE K— SHEETS FOR KITCHEN EQUIPMENT INFORMATION --- ------ -i— j— 27 WOMEN S r ICluc 28 20 n RESTROOM r-- 108 ❑ L PLUMBING AND ELECTRICAL INFORMATION FOR REFERENCE ONLY - SEE PLUMBING PERMIT AND PLUMBING PERMIT EQUIPMENT PLAN SCALE: %" = V-0" 26'-0$0 r u r, D �"DEz y SEP 2 2 2015 f.,rl�Zg EAi 6 ��4.�Jir�r I r RECEIVED CITY OF TUKWiLA AUG 13 2015 PERMIT CENTER FINISH SCHEDULE KEY LOCATION DESCRIPTION MANUFACTURER SPECIFICATION REMARKS 1. INTERIOR WALL AND CEILING FINISH MATERIALS SHALL BE INSTALLER IN ACCORDANCE 1NfT'H'ALL. APPLICABLE CODES, 2; REFER TO FINISF� SCHEpULEAND INTERIOR ELEVATIONS FOR:: P-1 WALLS PAINT KELLY-MOORS PAINTS PEARLY WHITE KMW44-1 TRIM: SEMI GLOSS CEILING AND SOFFITS: FLAT/MATTE WALLS: EGGSHELL KELLY MOORS - 1680 DURA-PDXY P-2 CEILING PAINT KELLY-MOORS PAINTS LAMP POST KMA82-5 P-3 SOFFITS AND STACKED LOGO PAINT KELLY-MOORS PAINTS BENTO BOX KMA1-5 P-q. STARVING ARTIST WALL PAINT KELLY-MOORS PAINTS CANNERY PARK KM-5777-2 ADDITIONAL INFORIVIAT(4N AND R�EQU1REiViEN�TS: 3. "WALLS:& CEILING:.SMOOTH, DURABLE, NONASSORBENT WASHABLE, ®WALL BRICK WEB BOSTON MILL COLONIAL COLLECTION TB27001 CS - COLOR RED AVAILABLE AT HOME DEPOT Internet# 205050372 ORDER BRICK ON WEB 4, G;;C, SHALL PROVIDE FIRE. RETARDANT TREATED WOOD' T-1 KITCHEN WALLS AND BEVERAGE BAR 12 X 24 TILE DAL TILE CP0212241 P - DB COMPOSITION WALL -CP02 GESSO MATTE GROUT COLOR CUSTOMS BUILDING PRODUCTS 11 SNOW WHITE # BACKING FC3R ALL WALL :MOUNTED/RECESSED ITEM 5: 5. C�C3NTRAC:I`OR &MILLWORK SUBC4NTRACTQR SHALL HAND`: SELECT WOOD :& WOOD. TRIM TO ENSURE MATERIAL IS FREE_: @ OUT SIDE CORNERS AND TILE TO PAINT TRANSITIONS RONDEC SCHLUTER SCHLUTER R0100EB AND EV/R0100EB S/S RONDEC R0100EB BULLNOSE S S RONDEC R0100EB BULLNOSE / CORNER FROM KNOTS, WARP, CHECKS,, GOUGES, SPLITS AND IN GENERAL, OF EXCELLENT VISUAL,: QUALITY. INSTALL.. MATERIAL (JF THE- LONGEST PRACTICAL LENGTHS &SIZES TO MINIMIZE TIDE NUMBER OFJOINTS.. 6'. GENERAL CONTRACTOR:SHALL PLAGE; ORDERS FOR ALL. FINISHES, ALL. MATERIALS, EQUIPMENT-, ETC. AT THE START- OF THE PROJECT, SUBSTITUTIONS ARE NOT ACCEPTED FOR ANY ITEMS,,;.. UNLESS NOTED OTHERWfSE, QWNER:AND ARCHITECT MUST BE INFORMED OF LEAD'TlME PROBLEMS T-2 RESTROOM WALLS 6 X 18 TILE DAL TILE EL476181 P2 - DB ELEVARE -GROUT EL47 MATTE LUNAR STD COLOR CUSTOMS BUILDING PRODUCTS #1 1 SNOW WHITE T_3 PIZZA OVEN SHROUD 2 X 12 TILE DAL TILE CW30 RED HOT 1 /8" GROUT JOINT, BROKEN JOINT AND GROUT COLOR CUSTOMS BUILDING PRODUCTS #165 DELORIAN GREY WITHIN THE" FIRST TWO WEEKS OF THE PROJECT POLYURETHANE SUPERIOR TIME WEATHERED RUSTIC FAUX BEAMS TO BE PROVIDED AS PART WOOD BEAM FAUX WOOD BEAMS BUILDING SUPPLIES WOOD BEAM - T20A 11'-6" L 7-5/8" W X 4-1/2" H OF MILL WORK PACKAGE - INSTALLED BY CONTRACTOR DO NOT END A COLOR ON AN OUTSIDE CORNER. WHERE ONE FINISH IS NOT NOTED AS CONTINUING AROUND A CORNER, CONTINUE IT TO THE INSIDE CORNER AND MAKE THE COLOR CHANGE @THAT POINT. WHERE IT IS FRP KITCHEN WALLS FRP MARLITE P-100 WHITE CLASS A (4' X CONTACT CHERYL COCHRAN QUESTIONABLE IN THE FIELD - CALL FOR CLARIFICATION. 10' SHEETS) PEBBLED FINISH (770) 947-8747 ALL WALLS TO BE MIN #4 SMOOTH FINISH. PROVIDE ALL MATCHING TRIM AND MOLDING ALL WALLS TO RECEIVE PRIMER AND MINIMUM 2 COATS OF PAINT. SILICONE ALL TRIM AND MOLDING TO WALL WITH MATCHING SILICONE WATER RESISTANT WALL BOARD BEHIND ALL SINKS MATERIALS TO BE FULL HEIGHT TO GRID ABOVE L I GENERA NOTES WOMEN'S 4 „v..,,,,..........,....,...-... )61 RESTROOM-6.1 6 A-6.1 A El 108 5 A-6.1 SERVICE 7 A-6.1 A-6.1 C H soils �-ox�a-- AREA � � 3 A-6,1 -�-- L10, -� -- - - ESTROOM O MEWS - - - �_ _= 102 [] — - ---- O 107 3sx1a IN — WALK IN :_---FR ZER r- -------------------- 3 36X18 36X18 1 - -- --i - -- -- -- ROOM -- - H�o -- - --- ---- ----- --I-4 - 42 -4- 42 +4 �+-4,d 7 G soils oils 3sx1a PREP — ��' 104 60X18 36X18 ---------- -- - BACK:: LIONS A , �E{' 2 2 CQ7J OF 1 9SUE - / 103 Q -- - -- -- ---- -- - ---- -- --- -- --------- -- ------ _ -- --.. _.. _._ I ci'f Ln C-n - - - --- - ------- ----- - ---- -- --- -- -- OX18 7� 2 RAN C I 1 -1 El U -1 FLOOR IN KITCHEN TO BE QUARRY TILE s.1 6.1 s.1 WITH 6" MATCHING COVE BASE, WALLS TO - BE FRP FULL HEIGHT, CEILING TILES TO BE RECL �D VINYL ALL LIGHT FIXTURES TO HAVE CITY OF TUKWILA SHATTER RESISTANT SHIELDS AUG 1 3 015 PERMIT CENTER ELEVATION KEY PLAN - SCALE: %" = V-0" ial !Ill11j'��! Illsjj IIIIII�►���! �� ; gii�illlll IhI.� illll �� I I►► �l DATE0 MO 00 tm O O ap � 00 � M M •� 00 a N w N ELEVATION KEY PLAN Date: 8-12-15 Scab: NOTED Drawn by: MIL Job: PIZZA STUDIO DATE PAINT COLOR TRANSITION LINE % TO BEAT 12'-6" E TI XISTIN 3 G AFF AT ALL WALLS P-2 P-2 P_ —rill "tilsi-11 11 Q__ D1 L-T-1 1 11 T. H1-'--T--�3 '' 7--T 11 11 0 jqMAT BLEND Q_E;f ZA -10 STIN 4 SIMPLIFIED A MENU A 1'-T-"--I--'19 -T-- -T--- -7 1—TILES EW (0 BOARD NISTIN gis //`N TOP to t _T -T WI NDOW FILM b mit'vim"t -, uf SIGNAGE v 4�2 't NTARIVIMI IEgTSJ_iH". QNI:--FRF9- 7- -F- -_T_ __F__ --T D =E-, ALI-710AN—GE AND ARTWORK FINAL BOOTHS SUPPLIED BY F3L L PARTIAL HEIGHT WALL SUPPLIED BY L__Q0 LOCATION TO BE COORDINATED MILLWORK VENDOR - MILLWORK VENDOR INSTALLED WITH PIZZA STUDIO CORPORATE INSTALLED BY CG BY CG SIGNAGE INSTATED BY INTERIOR SIGN VENDOR @ ELEVATION ELEVATION V 2 LSCALE- 111'4.-"= 1�4"* SCALE: 1/4" = F-0" TYPE 11 HOOD TO //---VENT THRU ROOF PERMITTED BY OTHER VERTICAL SCHLUTER TRIM 0 EDGE OF TILE, TYP. 1-j- (0 14- (0 SIDE ALL I '04 QD E "o A (0 SAID ID 0 --I- --T- -T- -T --T00 -.--- ORR OOE 00 0 I KITCHEN 00 ss KIbKj . . . F PLATE jk .1 1 F) I I 19=F[T-T I I I L-QD LPARTIAL HEIGHT WALL, SNEEZE GUARD AND F2 PIZZA OVEN SHROUD BY RSC - F2 F3 F2\—SS CORNER GUARDS AT ALL POST CASEWORK SUPPLIED BY MILLWORK GC TO ROCK AND INSTALL BRICK OUTSIDE KITCHEN CORNER TYP @ DOOR VENDOR - INSTALLED BY CG VENEER BY RSC FRAMES ELEVATION ELEVATION LE IDSCALE11V =l SCELEVATION D, 0 �11 rl 0 C' SEP 2 2 2015 > 6 16 6 6 S' 6 6 L . . .. . ..... TL_1 - - ------ - 14 C M -3 to I 4 (0 \CLEAR 01 ........ ... COATED (0 MAP,LE f (1� w 04 R 1. 0 1 C E i vr-- r) VERTICAL SCHLUTER SOLID\ 0 CITY OF TUKWIL CORE TRIM 0 EDGE OF DOOR TILE, TYP. '_J' 2'-9" G_. 00 Po AUG '13 2015 ur SS' KICK PERMIT CENTER sk 14 1 1 1 1 wk sk 'k wk PSLATE —BEVERAGE STATION LPARTIAL HEIGHT WALL —SETTEE SUPPLIED BY TYP @ DOOR CASEWORK SUPPLIED SUPPLIED BY MILLWORK VENDOR FRAMES BY MILLWORK VENDOR MILLWORK VENDOR INSTALLED BY CG INSTALLED BY CG INSTALLED BY CG @ELEVATION —V �T=I �T_� SCALE: ELEVATION1 = Pow ----------- 00 0 FMO ® PM4 00 ►� N tA 00 I ELEVATIONS I Date: 8-12-15 Scale: NOTED Dravm by: MIL Job: PIZZA STUDIO TUKwnA WA FLOOR FINISH PLAN GENERAL NOTES 1 REFER TO INTERIOR ELEVATIONS FOR ALL BASE FINISH DESIGNATIONS. TENANT G.C. TO PREPARE SLAB AS NECESSARY'FOR' PROPER INSTALLATION 2OF NEW FLOORING, TYP. 3: REFERENCE SHEET A2.4 FOR FINISH SCHEDULE.. ALL COVE BASE, TILE. LAYOUTS IN PUBLIC AREAS TO BE CENTERED ON RUN 4 WITH EQUAL SIZE CUTS AND END. HALF OR GREATER IN SIZE. AT VISIBLE AREA OF -KITCHEN I SALES AREA, CUT TILES ARE TO BE LOCATED IN NON-CONSPICIOUS LOCATIONS WHENEVER POSSIBLE, 5. REFERENCE PLUMBING SHEETSFOR FLOOR DRAIN AND FLOOR SINK. LOCATIONS. FLOOR FINISH LEGEND KEY LOCATION DESCRIPTION MANUFACTURER SPECIFICATION REMARKS F1 KITCHEN WALKING TILE DAL TILE OQ75661 PB - DB SURETREAD - 6X6 TREAD OQ75 AREAS GOLDEN BROWN STD F2 KITCHEN UNDER TILE DAL TILE OQ78661 PB - DB SURETREAD - 6X6 PAVER OQ78 EQUIPMENT GOLDEN BROWN STD GROUT COLOR CUSTOMS BUILDING PRODUCTS #135 MUSHROOM KITCHEN BASE TILE DAL TILE OQ75P1665F1 PB - DB SURETREAD -P1665 OQ75 GOLDEN BROWN OQ75P3665F1 PB - DB SURETREAD --P3665 OQ75 GOLDEN BROWN F3 DINING ROOM, HALL TILE DAL TILE SD146361 PR - DB SADDLE BROOK - 6X36 FLOOR SD14 TILE TO BE LAID IN A Ys OFF SET AND RESTROOMS FARMHOUSE STD GROUT COLOR CUSTOMS BUILDING PRODUCTS #135 MUSHROOM DINING ROOM AND TILE DAL TILE SD146361 PR - DB SADDLE BROOK - 6X36 FLOOR SD14 WALL BASE - 1 ROW OF FLOOR TILE SET ON EDGE HALL BASE FARMHOUSE STD RESTROOM BASE TILE DAL TILE SD146361 PR - DB SADDLE BROOK - 6X36 FLOOR SD14 WALL BASE - 1 ROW OF FLOOR TILE SET ON EDGE WITH FARMHOUSE STD SCHLUTER COVE AT FLOOR TO WALL TRANSITION GROUT COLOR CUSTOMS BUILDING PRODUCTS #135 MUSHROOM SCHLUTER COVE SCHLUTER EBHKU9/09 S/S COVE BASE L/EBHK2R18 S/S INSIDE COVE BASE CORNER A/EBHK2R18 S/S OUTSIDE COVE BASE CORNER NOTE: PROVIDE REDUCER STRIP WHERE TRANSITIONS OF FLOORING MATERIALS EXCEEDS 1/4" OR WHERE NOTED EXTERIOR TENANT DOOR THRESHOLD NOTE. C.C, TO'VER(FY EXIST. ADA C AND ,REPLACE IF REQUIRED. EXTERIOR THRESHOLD THRESHOLD @ENTRY DOOR DETAIL SCALE: NTS CERAMIC: TILE NW-1 ` AT RESTROOMS 1 /8" THICK MAX. GROUT 50! MOISTURE GYP. BD, PORCELAIN 'TILE "FT-'Vl BEVERAGE BAR AND RR SCHLUTER STAINLESS` STEEL COVE BASE. PORCELAIN TILE FLOOR, 24" CONTINUOUS WATERPROOFING MEMBRANE'WHERE SPECIFIED.. - REF. INSTALLATION INSTRUCTIONS m �1 LIANCE SCHLUTER COVE @ RESTROOM FLOOR TO WALL TRANSITION SCALE: NTS no 101 6 X1 X oo °°o o ° °o o a ° b o° °< a °• o a o - oob °° O nnon -n < o n n pl a o o ,ptl a n o 0 o __ - b op opu on° °°°°>non c ° ° b °• b o o n o ° o o b o tl tl o e ���++ a°�o° °o nto°t°n onoo<°a }a°�° °b n oo no >n°n°c °n o< o tlo o p)l p.(}j 4n.> 0O _ ------ ---- o op >p�p°,°° on }p o. }b°bo<°° op o ti -o -` oon ooa •000 °n° Doan °°° Donn ovo ° n � � oon 000 °000 opo ooao 000 °oat Ob°o n o oo o�o onoo° odo 000° na° onoo av° bwo Oo°a nonloaoab 4 ooa :.n np a ° °o o °<°n o °° °° pQnn np n o bn p< tl op p o a o 0 o tln o op 000 pOp opo opo no°a oon u°°°b°°DQq$°no 0 o tl o 0 0 o a o 0 0 o n ° ' I o o b o b o o tl a o 0 0°o v o o_ — n p n°°o�o n o - -- -- ° ° ob o o nv °°° ° o ° o o tlo°° tl o ooa °° 000 a°° o°° °Oo 000° 000 0 oob a 0 0 •o a o o 0 oT-ff a o np} v o P_O O 0 0 0 tl o — tl o b n o n° op p o on O n 0 0 0 O b aoo c tlp p aa__tlpo opo optlp oob oon°�10 o °pop O O O ONNNN``"''" O O a O tl°O O O°p O b pO UO O a b °a p Ail O S O 6X 1 S O tl Dp }p O c}p � O nOpl Optl Op0 a0°n O°O ODUn 000 b / ii_o � o a 0 o a o -- — — — o°° boo bon° ono opoo 000 ° opopb opon O OJJtt]]n ptl tl Op tl 0 a010p p0 tl p p0 O U O U U O p n0 O Op ntl O n0 U o ° °b° tlntl O°O 00�0 Op° OoOa DOS ° d — ONO °� a" b O O° pOn 000 Ono Ob°b O°O °Op0{p�O O OHO _ / -@-°O O °0100 00010 O Op O O O ° °tl O ooa tl Oa On}OO°b p0 b ° °D O ° °O ° Oa atl O O° �O O O °O tl On ° }OQO° 00 O ° nU O�OU O < Op p0° O°b oob 0000 tlo0 e°OnOne° °O°° 0 0 o n n v b o 0 o a a n o 0 o tl o ° n o n o n° o °° o 0 oO n n n bn n o 0 o n n o o n o o° o nac o o a o v °° o o °° b o 0 o a o o 0 ° 0 0 o tlntl ° noo° b tl 000 o e o °o bop b o b °o - - op O a o o a tl o n o 0 0 0 o a °° tl o o° v o oa v � n > w v a°4ro< -o-%no }- ° °e} t a Qa o- > } o } � at �0 6,p,0 oe a >� �o- Y>- a R ° o ono tlna ono pop ° v ° op a nay cn�tr oa�p oao n�oa }a�tr pa -- �r oa o°}° ono ° n oob o °° 0 0° ° o o°}O a on ° p ptl o n° v ooc ov o°bo °° o n ob ° o oo}o 0o ptl o 0 00 ° o no ° o"bp po ° p pb ° n oo ° n n ° pro on opo pop oon o ° opo onao�oon 000° ° c tl v v b o b n o o n o 0 o n o o b o n o n n o 0 o n o o v o °o b°�oo on p ° np n n °° n ° bn napo ob b on np o ° °° tl °° °° ° b° °�tl b on np p n op p o on pd o ob b °° n n n °° o 0o tlp nab otl b on °b o on_no 0 on np ° ° °° O °° °° tlo°'—— � o nboo •oao ob°c °000 000 onoo Door opo °tl U n U U tl a U O U,,�tl U U b o o tl o o n o o tl o °° ptl n o n o n b e o a o'�o o p o o b U O tl O p v o 0 o b o oc o° o o a o o 0 o tl o 0 o tl oc tlo o 0 0 0 °a o o° < a o 0 0 e tl a o °° a o o o b °a o �° b o o n o o °° a n }o 0 0 0 o O O tl O U tl U° b O tl U U O - 0 0 0 0 0 o ptl o 0 0 o tlo ° o n tl o o a a o o n o 0 0 b o o n b o 0 0 ° o o tl o n b tl o op o 0 0 o b b pn b n a b a o tl n n o n o o n } _ 0 0 0 o b o o b o nno o tl o opo opo opo pon papa o n no °tl °b° on°ooa ooa no° °ooa oop �°o° va° op — p / D pdo°n ono 0 0 0 on ao p000�000�oao5 � —U.3 0 0 ° a by ° o oob ° ao oo°oRvo° o O O tl O O tl 0 0 b O� 0 0 oao b boon pop °° 1 °°tl no o 0 0 Dona _ _ / oon tlo bon o°° o °upon vp ooao oc}°O°°tl oa ann- \ v o o noo Dona oon Qoo�o�b opo opn� ° o - op � tln onv o o ° np °opo � J 000 uop 000 ooao SLOPE FLOOR TO DRAIN TYP. AT ALL FLOOR 14'-417 DRAINS SEA 2 2 RECEIVED CITY OF TUKWILA AUG 13 2015 PERMIT CENTER ACCESSIBLE RESTROOM SIGN NO SCALE ALL HANDICAP ROOMS TO HAVE SIGNAGE PER ICC 1101.2.9. (ICC A117.1 SECTION 703.6.3.1) ALL INTERIOR SIGNS DEPICTING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL COMPLY WITH SECTION 703 (ICC A117.1 SECTION 703) ALL ACCESSIBLE SIGNAGE DEPICTING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE WHITE ON A BLUE BACKGROUND PER 1101.2.9 IN THE WA STATE AMENDMENTS TO THE IBC. MOUNT ACCESSIBLE SIGNS 40" MIN A.F.F., MEASURED TO THE BASELINE OF THE CHARACTER PER ICC/ANSI 117.1-2009 SECTION 703.4.5 ACCESSIBLE SYMBOLS KEY NO SCALE RESTROOM GENERAL NOTES: 60 X59 CLEAR FLOOR SPACE @ FLOOR MOUNTED L I TOILET 30"X48" CLEAR FLOOR SPACE @ SINK - VERTICAL APPROACH FORWARD APPROACH MANEUVERING CLEARANCE PULL SIDE OF DOOR FORWARD APPROACH MANEUVERING CLEARANCE PUSH SIDE OF DOOR Lj� 1YP @ DOOR FRAMES. 1. TOILET ROOM PLAN & ELEVATIONS ILLUSTRATE FIXTURE CLEARANCE DIMENSIONS, MOUNTING HEIGHTS AND ACCESSORY PLACEMENT. ACTUAL LAYOUT MAY VARY. SEE FLOOR PLAN FOR CORRECT LAYOUT. 2. LOWER EDGES OF LAVATORY TO BE 2'-3" MIN. ABOVE FINISH FLOOR FOR KNEE CLEARANCE. 3. MIRROR TO BE MOUNTED 3'-4" MAX. ABOVE FINISH FLOOR. 4. GRAB BARS TO BE 1-1/4" - 1-1/2" IN DIAMETER, MOUNTED 1-1/2" FROM WALL. BARS SHALL BE CAPABLE OF SUPPORTING 300LB LIVE LOAD WITHOUT PERMANENT DEFLECTION. 5. LAVATORY RIM TO BE 34" ABOVE FINISH FLOOR. 6. FLOORS SHALL BE SMOOTH, HARD, NON -ABSORBENT SURFACE SUCH AS SHEET VINYL OR OTHER AS ACCEPTABLE BY LOCAL HEALTH AND BUILDING DEPARTMENTS. FLOORING MATERIAL MUST EXTEND ONTO THE WALLS AT LEAST 6". SEE FINISH SCHEDULE FOR MORE INFORMATION. 7. DIMENSIONS, NOTES AND EQUIPMENT TYPICAL FOR ALL TOILET ROOMS, UNLESS NOTED OTHERWISE. 8. SEE FINISH SCHEDULE ON SHEET A6 FOR FINISH INFORMATION. 9. TOILET ROOM FAN TO BE INTEGRALLY SWITCHED WITH TOILET LIGHT AND VENTED TO THE OUTSIDE. 10. CONCRETE OR CMU WALLS IN TOILET ROOMS SHALL BE FURRED OUT AND FINISHED SIMILAR TO ADJACENT WALLS. 11. PROVIDE PAPER TOWEL DISPENSER. UNIT TO BE MOUNTED SO THAT CONTROLS OR OPENING ARE LOCATED 40" MAX. ABOVE FINISH FLOOR. 12. GYPSUM BOARD APPLIED TO PLUMBING WALLS SHOULD BE WATER-RESISTANT. 13. WATER CLOSET FLUSH VALVE TO BE ON OPEN SIDE OF TANK. 14. PROVIDE BLOCKING AS REQUIRED TO SUPPORT SINK, GRAB BARS, AND OTHER HARDWARE. 15. TOILET PAPER DISPENSERS SHALL BE LOCATED 7'-9" MIN. IN FRONT OF WATER CLOSET, MEASURED TO THE CENTERLINE OF THE DISPENSER. OUTLET SHALL BE 15" MIN AND 48" MAX ABOVE FINISH FLOOR. THERE SHALL BE 1-1/2" MIN. CLEARANCE BELOW AND 12" MIN. ABOVE THE GRAB BAR. 16. OTHER DISPENSERS AND DISPOSAL FIXTURES SHALL BE LOCATED 40" MAX. ABOVE FINISH FLOOR, MEASURED TO ANY RACK, OPERATING CONTROL, RECEPTACLE OR DISPENSER. 17. WALLS WITHIN 2 FEET OF URINALS AND WATER CLOSETS SHALL HAVE A SMOOTH, HARD, NON -ABSORBENT SURFACE TO A HEIGHT OF 4'-0" ABOVE FINISH FLOOR. P- � lYP @ CEILING CLEAR COATED SOLID CE MAP DOOR/ SS KICK PLAT F3 g_LZELEVATIOSC: 1/Z' = 1'-0" 0 i� MANEUVERING CLEARANCE SIDE APPROACH AT HINGE, PUSH SIDE OF DOOR MANEUVERING CLEARANCE SIDE APPROACH AT LATCH, PUSH SIDE OF DOOR 60" TURN AROUND CIRCLE WOMEN'S RESTROOM WS LEVATIONCALE: 1/2" = 1'-0" MEN'S RESTROOM 1 D ELEVATION 1 B SCALE: 1/2" = 1'-0" ELEVATION B SCALE: 1/2" = 1'-0" WOMEN'S RESTROOM PLAN SCALE: 1/2" = F-0" MEN' S RESTROOM PLAN SCALE: 1/2" = F-0" 2 ROLL TOILET PAPER DISPENSER INSULATE H( AND DRAIN I I I rrl II 1 L 1 ELEVATION 1 SCALE. 1/2" = 1'-0" WLEVATIONCALE: 1/2" = 1'-0" ►Y,V IYI LI Y �J RESTROOM P-1 1YP @ CEILING P-1 -71 HOT WATER RAIN iYP. - WHITE 2 ROLL TOILET PAPER DISPENSER z 00 1 LELEVATION 1 SCALE: 1/2" = 1'-0" ELEVATION SCHLUTER COVE � FLOOR TO WALL TRANSITION lYP. @ RESTROOMS.. SCHLUTER COVE ©FLOOR TO WALL TRANSITION TYP. RESTROOMS.. RECEIVED CITY OF TUKWIa A SEP 15 2015 PI RiMIT CENTER nR l r� (3) 362T150-43 NESTED TRACK GWB TO 6" ABOVE GRID 9'-6" AFF 8'-0" FF T-BAR GRID CEILING - SEE CEILING DETAIL SHEET A8.1 GWB CEILING 6" 20 GA STEEL RIM JOIST AND JOIST 16" O.C. BATT SOUND INSULATION 0 RESTROOM WALLS WALL TYPE PER PLAN FR BLOCKING AS NEEDED DOUBLE HEADER DOOR AND FRAME PER SCHEDULE +7'-0" A.F.F. .�Ll Y"2.. JAMB SIM. DOOR HEAD SECTION (JAMB SIM) 3625125-30 METAL STUD 16" O.C. 5/8" TYPE "X" GWB BOTH SIDES - SEE FINISH PLAN FOR DETAILS SECURE TO SUB -FLOOR ® 2'-0" O.C. SEE FINISH PLAN TYPICAL WALL SECTION SCALE: 3" = V-0" �L' J SCALE: 1" = 1'-0" :J/ O UVV0 I T r't A SOFFIT SECTION DETAIL SCALE: 1/2" = V-0" SEISMIC BRACING - ANCHOR TO TRUSSES ABOVE 48" O.C. GWB TO 6" ABOVE GRID -(Jh- 10'-0" AFF n T-BAR GRID CEILING ® KITCHEN )C TYPE "X" GWB 3625125-30 METAL STUD 0 16" O.C. SECURE TO SUB FLOOR W/ o POWDER ACTUATED FASTENERS 2/-0" O.C. MIN WALL SECTION WITH BRACING DETAIL SCALE: 1" = V-0" SEISMIC BRACING - ANCHOR TO WALL 16" O.C. GWB TO 6" ABOVE GRID 14'-6" AFF T-BAR GRID CEILING DINING ROOM 5/8" TYPE "X" GWB 3-5/8" 25 GA. METAL STUDS ® 16" O.C. EXISTING DEMISING WALL 8'-0" or 8'-6" AFF 4 _ 5/8" TYPE "X" GWB SOFFIT @ BEVERAGE BAR DETAIL SCALE: 3/4" = V-0" 14'-6" 10'-6" AFF. I Lo TASNKLESS WATER HEATER MOUNTED ON WALL ABOVE MOP SINK ENCLOSURE VERIFY POWER, GAS AND CLEARANCE REQUIREMENTS WITH SPEC LINE ENCLOSURE WITH FRP PANEL ALL SIDES HOSE BIB FAUCET HOSE CLIP MOP SINK BASIN PLAN VIEW SCALE: 3/4" = 1'-0" MOP SINK W/ WATER HEATER PLATFORM DETAIL SCALE: 3/4" = V-0" T-BAR GRID CEILING PROVIDE GROMMET © ALL THRU GRID PENETRAT- Q8 CLOUD SUSPENSION DETAIL SCALE: 1" = 1'-0" UNISTRUT ATTACHED TO STRUCTURE ABOVE - BY GC PROVIDE SEISMIC BRACING TO ALL THREAD FOR BEAM SUSPENSION 14'-6" AFF. ALL THREAD PAINTED TO MATCH CEILING - BY T-BAR GRID -J N2 ALUMINUM TUBE @ CEILING 4'-0" O.C. PROVIDE GROMMET—/ALUMINUM I BEAM @ ALL THRU GRID SS METAL ANGLE @EDGE PENETRATIONS 10'-6" AFF. NOTE: CLOUD PANELS BY MILLWORK COMPANY INSTALLED BY GC ELMWOOD RECLAIMED TIMBER OVER %4" PLYWOOD RECESSED CAN LIGHTS - PER PLAN BY GC (2) 6" 16GA METAL JOISTS TYP WITH 4 1/2 X 12 PANHEAD SHEET METAL SCREWS & WASHERS - ALIGN JOISTS W/ WATER HEATER "FEET" WALL (2) 3 5/8" 16GA METAL STUDS TYP W/ 5/8" GWB TYPE "X" EACH SIDE 3/4" PLY FLOOR OR 1/2" GLASSCRETE CEMENT BOARD SEP 2 2 2015 IC • UNISTRUT RTACHED TO STRUCT7 ABOVE - BY G PROVIDE SEISMIC BRACING TO ALL THREAD FOR BEAM %" ALL THREAD PAINTED TO MATCH CEILING - BY GC 2X6 BLOCKING AT ALL THREAD ATTACHMENTS ATTACHE FAUX WOOD BEAM TO BLOCKING WITH COUNTER SUNK SCREWS Ln FAUX WOOD BEAM WITH MATCHING END CAPS BEAMS PROVIDED BY MILLWORK COMPANY - INSTALLED BY GC RECEIV`0 CITY OF TWKVILA AUG 13 2015 PERMIT CENTER UNISTRUT P1000 0 — 4'-0" o.c. CLAMPED TO EXIST'G ROOF STRUCTURE CEILING CUP TO —� DECK ABOVE W/ #12 SELF -TAPPING % #12 SCR SMS J TOP AND TIE HANGER WIRE TO COUNG CUP BOT. VERTICAL COMPRESSION STRUT 0 12'-0" o.c. MAX. EA. WAY PER SCHED. 12 GA. WIRE BRACE; PARALLEL TO MAIN RUNNER HANGAR WIRE (12 45 ° aa) 0 4'-0" o.c. MAX. ACT PANEL PERJ CEILING PLAN, TYP. HEAVY DUTY MAIN RUNNER AND CROSS TEE, TYP. 12 GA. MIN. HANGER WIRE ® 48" O.C. MAX. & W/IN 8" OF CEILING OR WALL DISCONTINUITY; PROVIDE ADD'L WIRE W/IN 3" OF EA. CORNER OF EA. FIXTURE; PROVIDE (2)_ ADD'L WIRES TO OPPOSITE CORNERS 0./y FIXTURE (MAY BE SLACK). PARALLEL TO MAIN RUNNER; 12 GA. WIRE, TYP. COMPRESSION STRUT SCHEDULE COMPRESSION STRUT MAX. HT 3 4"0 EMT 5'-2- 1 "0 EMT 6'-5- 1-1/2-0 EMT 9'-10" 362S125-18 SINGLE STUD 7'-0" 250S162-33 SINGLE STUD 10'-4" 12 GA. TIE WIRE SEISMIC BRACING ASSEMBLY PER "B" 45° 2" WALL MOLDING — CONNECT GRID TO — WALL CHANNEL ON TWO ADJACENT WALLS WALL PER PLAN — REFER A" FOR HANGER WIRE, STRUT AND CONNECTION TO STRUCTURE ABOVE COMPRESSION STRUT PER SCHED. NOTCH AS REQ'D FOR CEILNG PANEL •12 GA. HANGER WIRE PARALLEL TO CROSS TEE, ANCHORED TO MAIN RUNNER '45' MAX., TYP. 45' MAX., �r1�Q' cRpSS TYP.�� 2 TF NOTE: LIGHTS & MECH. GRILLS SHALL BE MECH. NOTE: ATTACH GRID BRACING ASSEMBLY ® 12' o.c. FASTENED TO GRID. MAX. START FIELD 4'-0" FROM PERIMETER DEMISING WALL. ( SEISMIC BRACING NOTES: 1. SPECIAL INSPECTION IS REQUIRED FOR SUSPENDED CEILINGS IN ZONES D,E, AND F 2. REFER "B" FOR CEILING SYSTEM BRACING AND STRUT ASSEMBLY. 3. SUSPENDED CEILING SYSTEMS TO COMPLY WITH ASTM C 636, CISCA ZONES 3-4 &ASCE 7-02 SECTION 9.6.2.6.2.2 AS REFERENCED IN IBC 1621.1 4. INSTALL SEISMIC SEPARATION JOINTS OR FULL HEIGHT PARTITIONS ON COUNG AREAS OVER 2,500 S.F. 5. ALL LIGHT FIXTURES AND MECHANICAL TRIMS SHALL BE INDEPENDENTLY SUPPORTED BY SAFETY WIRES AT UNATTACHED WALL NOTE: CEILING GRID MEMBERS MAY BE ATTACHED TO NOT MORE THAN 2 ADJACENT WALLS. AT ATTACHED WALL '*FACE OF WALL 6" MAX. 12 GAGE WIRE 1/2" TYP. TURNS W/1 1 1/2" HORIZ. CROSS OR MAIN STRUT 4. RUNNER SHANK POP RIVET TO MAIN 2" WALL ANGLE NAIL OR CROSS RUNNERS #10 SHEET METAL SCREW AT EACH STUD - MAX. 2'-0" O.C. F12 GAGE WIRE HANGER #12 GAGE #12 GAGE SAFETY SLACK F12 GAGE SAFETY SLACK WIRE WIRE AT EACH CORNER #12 GAGE WIRE AT 4'-0" O.C. MRE AT EACH CORNER HANGER MAX. ALONG MAIN RUNNER FASTEN FIXTURE TO GRID 41R DIFFUSER- SEE WITH (4) CUPS - ONE MAIN RUNNER AT 2'-0" O.C. OECH. DWGS. MAIN RUNNER AT EACH CORNER - SEE FOR 2'x2' TILES 2'-0" O.C. FOR 2'x2' TILES ELECTRICAL SPECIFICATION 1 r I I SEC11ON 16500 SPLICE - THRU CONNECTION if LIGHTING FIXTURE I TEE GRID 2'x2' LAY -IN ACOUSTICAL TILE CROSS RUNNER AT 2'-0" O.C. 2'x2' LAY -IN ACOUSTICAL TILE T-BAR GRID DETAILS NO SCALE CEILING NOTES *CEILING TO MEET NORTHWEST WALL & CEILING BUREAU'S FIELD TECHNICAL BULLETIN #401/10/13 CRITERIA. 1. 12 GA. (8 GA. ® GWB CLG.) MIN. HANGER WIRES MAY BE USED FOR UP TO AND INCLUDING 4'0" X 4'0" GRID SPACING ALONG MAIN RUNNERS. 2. PROVIDE 12 GA. HANGER WIRES AT THE ENDS OF ALL MAIN AND CROSS RUNNERS WITHIN 8" FROM THE PORT OR WITHIN 1/4 OF THE LENGTH OF THE END TEE, WHICHEVER IS LEAST, FOR THE PERIMETER OF THE CEILING AREA. 3. PROVIDE TRAPEZE OR OTHER SUPPLEMENTARY SUPPORT MEMBERS AT OBSTRUCTIONS TO MAIN HANGER SPACING. PROVIDE ADDITIONAL HANGERS, STRUTS OR BRACES AS REQUIRED AT ALL CEILING BREAKS, SOFFITS OR DISCONTINUOUS AREAS. HANGER WIRES THAT ARE MORE THAN 1 IN 6 OUT OF PLUMB ARE TO HAVE COUNTER —SLOPING WIRES. 4. CEILING GRID MEMBERS MAY BE ATTACHED TO NOT MORE THAN 2 ADJACENT WALLS. CEILING GRID MEMBERS SHOULD BE AT LEAST 1/2 INCH FREE OF OTHER WALLS. IF WALLS RUN DIAGONALLY TO CEILING GRID SYSTEM RUNNERS, ONE END OF MAIN AND CROSS RUNNERS SHOULD BE FREE AND A MINIMUM OF 1/2 INCH CLEAR OF WALL. 5. AT THE PERIMETER OF THE CEILING AREA WHERE MAIN OR CROSS RUNNERS ARE NOT CONNECTED TO THE ADJACENT WALL, PROVIDE INTERCONNECTION BETWEEN THE RUNNERS AT THE FREE END TO PREVENT LATERAL SPREADING. A METAL STRUT OR A 16 GA. WIRE WITH A POSITIVE MECHANICAL CONNECTION TO THE RUNNER MAY BE USED. WHERE THE PERPENDICULAR DISTANCE FROM THE WALL TO THE FIRST PARALLEL RUNNER IS 12" OR LESS, THIS INTERLOCK IS NOT REQUIRED. 6. PROVIDE SETS OF FOUR 12 GA. SPLAYED BRACING WIRES ORIENTED 90 DEGREES FROM EACH OTHER AT NOT MORE THAN 8 FEET BY 12 FEET ON CENTER. PROVIDE BRACING WIRES AT LOCATIONS NOT MORE THAN 1/2 THE THE SPACING ABOVE FROM EACH PERIMETER WALL AND AT THE EDGE OF VERTICAL CEILING OFFSETS. THE SLOPE OF THESE WIRES SHOULD NOT EXCEED 45 DEGREES FROM THE PLANE OF THE CEILING AND SHOULD BE TAUT WITHOUT CAUSING THE CEILING TO LIFT. 7. FASTEN HANGER WIRES WITH NOT LESS THAN 3 TIGHT TURNS. FASTEN BRACING WIRES WITH 4 TIGHT TURNS. MAKE ALL TIGHT TURNS WITHIN A DISTANCE OF 1-1/2 INCHES. HANGER OR BRACING WIRE ANCHORS TO THE STRUCTURE SHOULD BE INSTALLED IN SUCH A MANNER THAT THE DIRECTION OF THE WIRE ALIGNS AS CLOSELY AS POSSIBLE WITH THE DIRECTION OF THE FORCES ACTING ON THE WIRE. NOTE: WIRE TURNS MADE BY MACHINE WHERE BOTH STRANDS HAVE BEEN DEFORMED OR BENT IN WRAPPING CAN WAIVE THE L-1/2" REQUIREMENT, BUT THE NUMBER OF TURNS SHOULD BE MAINTAINED, AND BE AS TIGHT AS POSSIBLE. 8. SEPARATE ALL CEILING HANGING AND BRACING WIRES AT LEAST 6 INCHES FROM ALL UNBRACED DUCTS, PIPES, CONDUIT, ETC. IT IS ACCEPTABLE TO ATTACH LIGHTWEIGHT ITEMS, SUCH AS SINGLE ELECTRICAL CONDUIT NOT EXCEEDING 3/4" NOMINAL DIAMETER, TO HANGER WIRES USING CONNECTORS. 9. WHEN DRILLED —IN CONCRETE ANCHORS OR SHOT —IN ANCHORS ARE USED IN REINFORCED CONCRETE FOR HANGER WIRES, 1 OUT OF 10 MUST BE FIELD TESTED FOR 200 POUNDS OF TENSION. WHEN DRILLED —IN CONCRETE ANCHORS ARE USED FOR BRACING WIRES, 1 OUT OF 2 MUST BE FIELD TESTED FOR 440 POUNDS IN TENSION. SHOT —IN ANCHORS IN CONCRETE ARE NOT PERMITTED FOR BRACING WIRES. IF ANY SHOT —IN OR DRILLED— IN ANCHOR FAILS, REFER TO UBC STANDARD. 10. ATTACH ALL LIGHT FIXTURES TO THE CEILING GRID RUNNERS TO RESIST A HORIZONTAL FORCE EQUAL TO THE WEIGHT OF THE FIXTURES. 11. FLUSH OR RECESSED LIGHT FIXTURES AND AIR TERMINALS OR SERVICES WEIGHING LESS THAN 56 POUNDS MAY BE SUPPORTED DIRECTLY ON THE RUNNERS OF A HEAVY DUTY GRID SYSTEM BUT, IN ADDITION, THEY MUST HAVE A MINIMUM OF TWO 12GA. SLACK SAFETY WIRES ATTACHED TO THE FIXTURE AT DIAGONAL CORNERS AND ANCHORED TO THE STRUCTURE ABOVE. ALL 4 FT. X 4 FT. LIGHT FIXTURES MUST HAVE SLACK SAFETY WIRES AT EACH CORNER. ALL FLUSH OR RECESSED LIGHT FIXTURES AND AIR TERMINALS OR SERVICES WEIGHING 56 POUNDS OR MORE MUST BE INDEPENDENTLY SUPPORTED BY NOT LESS THAN 4 TAUT 12 GA. WIRES EACH ATTACHED TO THE FIXTURE AND TO THE STRUCTURE ABOVE REGARDLESS OF THE TYPE OF CEILING GRID SYSTEM USED. THE 4 TAUT 12 GA. WIRES INCLUDING THEIR ATTACHMENT TO THE STRUCTURE ABOVE MUST BE CAPABLE OF SUPPORTING 4 TIMES THE WEIGHT OF THE UNIT. 12. ALL FIXTURES AND AIR TERMINALS OR SERVICES SUPPORTED ON INTERMEDIATE DUTY GRID SYSTEMS MUST BE INDEPENDENTLY SUPPORTED BY NOT LESS THAN 4 TAUT 12 GA. WIRES EACH ATTACHED TO THE FIXTURE OR TERMINAL AND TO THE STRUCTURE ABOVE. 13. SUPPORT SURFACE MOUNTED LIGHT FIXTURES BY AT LEAST TWO POSITIVE DEVICES WHICH SURROUND THE CEILING RUNNER AND WHICH ARE EACH SUPPORTED FROM THE STRUCTURE ABOVE BY A 12 GA. WIRE. SPRING CLIPS OR CLAMPS THAT CONNECT ONLY TO THE RUNNER ARE NOT ACCEPTABLE. PROVIDE ADDITIONAL SUPPORTS WHEN LIGHT FIXTURES ARE 8 FEET OR LONGER. 14. ALL CEILING DETAIL DRAWINGS SHOW DESIGN PERFORMANCE EXTENT ONLY. THE MECHANICS AND DESIGN OF SUPPORT FOR THE GWB SHALL BE THE RESPONSIBILITY OF THE DRYWALL CONTRACTOR & GENERAL CONTRACTOR. ALL WORK SHALL COMPLY WITH INTERNATIONAL BUILDING CODE & FIRE CODE. A ONLY A HEAVY DUTY T—BAR GRID SYSTEM SHALL BE USED. ASCE-7 SECTION 9.6.2.6.2.2 ITEM A. B WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE (WALL ANGLE) SHALL BE NOT LESS THAN 2.0 INCHES. ASCE-7 SECTION 9.6.2.6.2.2 ITEM B. C) ON TWO ADJACENT SIDES, THE GRID SHALL BE ATTACHED TO THE WALL ANGLE. POP RIVETS ARE ACCEPTABLE. ON THE OTHER TWO SIDES, THERE SHALL BE A 3/4" INCH CLEARANCE BETWEEN THE ENDS OF THE GRID AND THE WALL. ASCE-7 SECTION 9.6.2.6.2.2 ITEM B. D) ON THE OTHER TWO SIDES, THERE SHALL BE A 3/4" INCH CLEARANCE BETWEEN THE ENDS OF THE GRID AND THE WALL. ASCE-7 SECTION 9.6.2.6.2.2 ITEM B. E) STABILIZER BARS ARE REQUIRED TO PREVENT THE SPREAD OF MAIN BEAMS AND /OR CROSS TEES. CISCA GUIDELINES FOR SEISMIC RESTRAINT FOR DIRECT HUNG SUSPENDED CEILING ASSEMBLIES, SEISMIC ZONES 3 & 4, MAY, 2004, INSTALLATION SECTION, ITEM 4. F) PERIMETER SUPPORT (TAIL) WIRES ARE REQUIRED WITHIN EIGHT INCHES OF THE WALL FOR ALL EDGES. CISCA GUIDELINES FOR SEISMIC RESTRAINT FOR DIRECT HUNG SUSPENDED CEILING ASSEMBLIES, SEISMIC ZONES 3 & 4, MAY, 2004, INSTALLATION SECTION, ITEM 2. G) VERTICAL HANGERS SHALL BE NO. 12 GAGE WIRE SPACED AT 4 FEET ON CENTER OR NO. 10 GAGE SPACED AT 5 FEET ON CENTER ALONG EACH MAIN RUNNER. THREE WIRE TURNS REQUIRED. WITHIN 1:6 OUT —OF —PLUMB UNLESS COUNTER —SLOPING WIRES ARE PROVIDED. H) LATERAL BRACING IS REQUIRED: SPLAY WIRE PODS AT 12' MAX. O.C. AND 6' MAX. FROM WALLS. WE RECOMMEND THE INSTALLATION OF TRULY COMPRESSIBLE STRUTS (E.G. SPRING LOADED), OR NO STRUTS AT ALL. CISCA GUIDELINES FOR SEISMIC RESTRAINT FOR DIRECT HUNG SUSPENDED CEILING ASSEMBLIES, SEISMIC ZONES 3 & 4, MAY, 2004, INSTALLATION SECTION, ITEM 3. 1) CEILINGS OVER 2500 SQUARE FEET MUST HAVE SEISMIC SEPARATION JOINTS OR FULL HEIGHT PARTITION THAT BREAKS THE CEILING UP INTO AREAS NOT EXCEEDING 2500 SQUARE FEET. ASCE-7 SECTION 9.6.2.6.2.2 ITEM D. J) FOR CEILINGS WITHOUT RIGID BRACING, SPRINKLER HEAD AND OTHER PENETRATIONS SHALL HAVE A 2—INCH OVERSIZE RING, SLEEVE, OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FOR FREE MOVEMENT OF AT LEAST 1—INCH IN ALL HORIZONTAL DIRECTIONS; OR, SPRINKLER HEAD EXTENSION TO HAVE A SWING JOINT THAT CAN ACCOMMODATE 1 INCH OF CEILING MOVEMENT IN ALL HORIZONTAL DIRECTIONS. ASCE-7 SECTION 9.6.2.6.2.2 ITEM E. K) CHANGES IN CEILING PLAN ELEVATION SHALL BE PROVIDED WITH POSITIVE BRACING. ASCE-7 SECTION 9.6.2.6.2.2 ITEM F. L) CABLE TRAYS AND ELECTRICAL CONDUITS SHALL BE SUPPORTED INDEPENDENTLY OF THE CEILING. ASCE-7 SECTION 9.6.2.6.2.2 ITEM G. M) CEILING TILES IN KITCHEN AREA TO BE ARMSTRONG HEALTHGUARD OR EQ. VINYL CLAD CEILING IN LAY TILES TO MEET LOCAL HEALTH DEPARTMENT REQUIREMENTS. RECEIVED CITY OF TUKWILA r� ea AUG 13 2015 j9 e aF u PERMIT CENTER ir SEP 2 2 2015 i �,If \.. g w� III..R 'iN� i y l7 „' POS--\ ARCHITECTURAL DIMENSIONS SUPERCEDE KITCHEN DRAWINGS ADA COMPLIANCE @ POS DETAIL k 60; SCALE: 1 1/2" = V-0" to NOTE: CASEWORK DRAWINGS FOR REFERENCE ONLY COMMERCIAL CUSTOM SEATING TO PROVIDE FULL SHOP DRAWINGS NOTE: I SNEEZE GUARD:LOW WALL, AND BEV MILLWORK PROVID�ED BY CCS 60"' NOSE' / MOUTH ZONE 54" NOSE / MOUTH ZONE - - --------------- 1711AMELESS, CLEA—, TEMPERED GLASS SNEEZIEGUARD. QUARTZ "CT-1` Co 3/4 3/ A] I BRUSHED ALUMINUM WHITE FRP 60 CD - 1/4" MQF o 00 Ce) Co 1/4!HARDYBoA,D 11 114!'HARDY,BOARK11 - 3/8!' TILE x rA r ,5/6" BRUSHED ALLUM, ANGLE SHIP CLEAT LOOSE TILE By G-C11 co, C11 21,1V 'fX "; 3/4t' SNEEZE GUARD AND PT WALL DETAIL SCALE: 1 1/2" = F-0" Co PRESSURE TREATED BASE SEND LOOSE SEE BASE PLAN 3/4" 1 1)2" RINK DISPENSER 1ANG BLACK L/P EXT, IARDY BOARD BY CC$ 1ASE TILE SUPPLIED &- INSTALLED BY OTHERS /7 i7l SEP 2 2 2015 l u L RECEIVED CITY OF TUKWILA AUG'I 3 205 PERMIT CENTER DATE 0 00 0 wo o3 o 00 m 00 Z N � 44 Q 00 CASEWORK DETAILS Date: 8-1215 Scale: NOTED Drawn by: MIL 3ob: PIZZA STUDIO TUKVVRA. WA PT. WALL ATTACHMENT DETAIL SCALE: 1 1/2" = V-0" BEVERAGE STATION MILL WORK DETAIL SCALE: 1 1/2" = V-0" Rx �tyY.y�r$fi s��✓". y � J a Cy e h r E.f I•II� b�.'�vG t� 4 h� I gp � NONE c,s', P ®® al 111.1•' �� WA® 1 111 1•• G•Ju�® -_ ONE Pizza Oven Shropo �II1� III I�♦E w 118009333 PIZZA OVEN SHROUD DETAIL SCALE: NTS nn Tn I7Mn\/Ir'\r- r'VTr-MInr7) PIZZA OVEN SHROUD DETAIL SCALE: NTS CONDENSATION SHROUD PROVIDED BY KEC AND INSTALLED BY KEC D SEAMS WELD SEAM Steam Hood F TOLERANCES SUB -TITLE s. XhND AN(3L65 t10E6. DR'AS NOTED' nke:Foddsb'NkeWei,5 SCALE MATkRw4 REGION REV IiBUHuMBEH x,F �av�, elrwwa,,, AS NOTEDGlobal A. 18009338 'rlvkg Y rrwrxllknf.ddcill .. UNIi FORMAT. THICKN[55.......... W m�.x »�7erikai�bib{ay. rtal -: W nv.1 Pp'�t�Ff4�; vl �Ifl T LL.. 0 A I" w W Z EI) RECE.1VE_D CITY OF TUKWILA AUG 13 2015 G' PERMIT CENTER � 1 1 1, ow 3 ZZ k �1 .: m1 a1 LN .. • 00 •0 • 00 o �. \ t' 12 ' • OVEN, SHROUD DETAILS 1.I- Lij 76I •rig 1 • I A , C ooIr'rr OVERALL SIZE:,!0.'.--7" X :6-811 i/4 'PANEL'S -m MED, IN, PLACE, URETHAN FOAM4' ��o�!'. -WALL GALVALUME,EMBPSSED.26 GA T I OP" . GALVALUME EMBOSSED 26 11 0A FLOOR!''GAVALUME.'- EMBO. SED,-26.:'GA INTERIOR, FINISH,WA'LLi-6K`VALUMt 26 GA TOP- GALY ALUME EMBOSSED26 GA "ELEVATI(A' q'i L 4 — . aT 27 , .0 F. 3 Ell DOTE:. D, JAMS, p :ED(MN.M... Q�WN TO P'wop-. F07 OR8.1 LAYOUT nar", vCis. �64 �s Eno now= H010_ r R E C E VED CITY OF TUKWILA �':SCALE AUG 13 2015 PLANT10C. IRAW Syl DAM 01MBY1 DALM PERMIT CENTER 'MC SEPARATE PERMIT AND APPROVAL coub toint REQUilRED jr 1. one 111 l: U4:41 P u � ,• �� m � � � � � .. � PIZZA STUDIO : .. . . : � ® LU ui « : ,a e 0 PO _■ « .. � . � e � ® o po � ,a . . �. . ,a ,a : \ � � . WHEN QUIPMENT itAN .r � :■ ■ � ■ . � ,� � „ '� • ■e ) \� . � � EXISITNG ELETRICAL PANELS BACK OF HOSUE 109 1 108 1 3'-5 / MEWS RESTROOM 107 I� v / 10'-6" \ rC C 760X18 OX18 36X18 - - - ------------------- 1 _:::_::____ - __- _.......- --- 60X1 54X18 VERIFY POWER AND DATA REQUIREMENTS WITH POS VENDOR W111111k,50 VERIFY POWER REQUIREMENTS OF WALK IN REFRIGERATION UNITS WITH SPEC 60X18 PREP AREA_ _— -= 104 VERIFY HOOD POWER REQUIREMENTS WITH HOOD INSTALLER 15'-0" VERIFY EQUIPMENT REQUIREMENTS WITH FINAL EQUIPMENT SELECTIONS GFCI RECEPTACLES SHALL BE PASS 8c SEYMOUR N0. 2095—W SGID INC. ASSUMES NO RESPONSIBILITY FOR EQUIPMENT CUT SHEET ACCURACY. MANUFACTURER RESERVES THE RIGHT TO REVISE CUT SHEETS WITHOUT NOTIFICATION. VERIFY ALL PRIOR TO INSTALL ALL DIMENSIONS TO BE VERIFIED IN FIELD PRIOR TO EQUIPMENT MANUFACTURING OR ORDERING BY RSC. SGID INC. ASSUMES NO RESPONSIBILITY FOR FIELD DIMENSIONS OR MEP EXISTING CONDITIONS. INFORMATION HAS BEEN PROVIDED TO SGID BY OTHERS AND PLANS REFLECT THAT INFORMATION. ELECTRICAL NOTES 1. THE CONTRACTOR SHALL PROVIDE AND INSTALL STAINLESS STEEL OUTLET AND RECEPTACLE COVERS IN SERVICE AREAS. 2. THE ELECTRICAL CONTRACTOR SHALL PROVIDE POWER TO AND INTERCONNECT ALL REFRIGERATION THERMOSTATS, SOLENOIDS, TIME CLOCKS, DEFROST CIRCUITS, ETC. 3. THE ELECTRICAL CONTRACTOR SHALL CONNECT ALL REMOTE COMPRESSORS AND PROVIDE DISCONNECTS, MAGNETIC STARTERS, AND THERMAL OVERLOAD PROTECTION AS REQUIRED. 4. THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL HEAT TAPE ON DRAIN LINES IN DANGER OF FREEZING. 5. THE ELECTRICAL CONNECTIONS, SPECIFICATIONS AND DIMENSIONS SHOWN ON THESE PLANS ARE FOR FOOD SERVICE EQUIPMENT ONLY. SEE THE DESIGNER'S PLAN SET FOR ALL OTHER ELECTRICAL REQUIREMENTS FOR THIS PROJECT. R a SERVICE AREA 102 \ LINE 103 16 (2) VERIFY POVV R AND DATA REQUIREMENTS WITH POS / VENDPR--,, L _ w • * FE of � ---- +24 �. ly '_±24I VERIFY POWER AND DATA ---- - REQUIREMENTS WITH POS VENDOR VERIFY HOME RU TO MANAGERS DESK +4� ?,,42,,,r +24 +24 + VERIFY POWER AND DATA 8'-0 '-O' REQUIREMENTS WITH POS VENDOR 3 ELECTRICAL LEGEND 4�t= 115 VOLT DUPLEX OUTLET DI 115 VOLT DCO, DEDICATED/ISOLATED 208 VOLT, SPECIAL OUTLET ® JUNCTION BOX _0� LIGHT FIXTURE/SERVICE MOUNTED COMMUNICATIONS CABLE - VERIFY SPEC'S AND REQUIREMENTS WITH OWNER ON/OFF SWITCH 6. ALL ELECTRICAL ROUGH -IN WORK AND ALL FINAL CONNECTIONS FOR ALL ITEMS SHOWN AND SPECIFIED ON THESE PLANS SHALL BE PERFORMED BY THE ELECTRICAL CONTRACTOR. 7. UNLESS OTHERWISE SPECIFIED IN THESE PLANS OR OTHER WRITTEN CONTRACTS, IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO PROVIDE ALL ELECTRICAL -TYPE MATERIALS INCLUDING WIRING, SWITCHES, DISCONNECTS, FLEX, CONDUIT, CONTRACTORS, TRANSFORMERS, THERMAL OVERLOAD PROTECTORS, MAGNETIC STARTERS, ELECTRICAL PANELS, CORDS, PLUGS, COVERS, ETC. 8. THE ELECTRICAL CONTRACTOR SHALL PROVIDE DISCONNECTS AT THE POWER BOX FOR EACH ICE MACHINE HEAD. 9. ALL DIMENSIONS SHOWN ARE FROM GRID LINES, FINISHED WALLS OR FINISHED FLOORS TO CENTER LINE OF ELECTRICAL OUTLET BOXES. HEIGHTS ARE NOT TO BE TAKEN FROM CURBS OR PLATFORMS. ELECTRICAL INFORMATION FOR REFERENCE ONLY - SEE ELECTRICAL PERMIT r--_l I I r- l r---I I I r----1 ROOFTOP EQUIPMENT ---1 rr--7 1 1 1 I r-- i r---7 VERIFY LOCATION WITH ARCHITECTURAL / STRUCTURAL DRAWINGS AND EQUIPMENT SHOP DRAWINGS. 10. THE SYMBOLS SHOWN ON THIS PLAN ARE FOR INDICATION OF ROUGH -IN LOCATION AND TYPE OF CONNECTION ONLY. THE ELECTRICAL CONTRACTOR SHALL PROVIDE CIRCUITS AND CONDUIT RUNS AS PER GOOD PRACTICE AND CODE. 11. THE ELECTRICAL CONTRACTOR SHALL PROVIDE FUSED DISCONNECTS FOR EQUIPMENT HOOK-UPS AS REQUIRED BY CODE AND LABELING. 12. ALL GFCI RECEPTACLES SHALL BE LOCATED IN AN ASSESSABLE LOCATION FOR STATIONARY EQUIPMENT. 3. GENERAL CONTRACTOR AND SUB CONTRACTORS TO VERIFY ALL EQUIPMENT CUT SHEETS PRIOR TO ELECTRICAL ROUGH IN AND FINAL CONNECTIONS KITCHEN ELECTRICAL ROUGH IN SCALE: %4' = 1'-O" o iZ4 ATJ I Q-1 0 ii l VERIFY HEIGHT OF GAS CONNECTION FOR � TANKLESS WATER HEATER MOUNTED ON WALL ABOVE MOP SINK 12 Y2" I Lo 1 � p O PLUMBING LEGEND O CW—COLD WATER OF CW—FILTERED COLD WATER O HW—HOT WATER CLOSED DRAIN — DIRECT WASTE O INDIRECT BELL WASTE W/MIN. 1" AIRGAP S 12" X 12" FLOOR SINK —INDIRECT WASTE ------X RUN LINE TO POINT NOTED NATURAL GAS D FLOOR DRAIN SEE SHEET A4 109 1 108 1 SODA LINES TO RUN OVERHEAD AND DOWN FULL HEIGHT SIDE WALL AT BEVERAGE BAR 57'-1y2„ k WALK IN I-18" 29'-4" 29'-2" PLUMBING NOTES — .� SERVICE ------ 7,-1 ------------ ` zFm PREP 104 11 I , I I I i I I I I AREA ifjIt 102 1 4" I I I x LINE it I 103 w I � (2)FILTERED COLD WATER LINES RUN FROM FILTER ® BACK OF HOUSE FLOOR SINK TO BE HALWAY UNDER TOE KICK - PROVIDE TO �I K�TO R- W OP OF TILE VERIFY EQUIPMENT REQUIREMENTS WITH FINAL EQUIPMENT SELECTIONS 1. PER LANDLORD THERE IS A 16,000 SF GREASE INTERCEPTOR PROVIDED ON SITE WITH AN EXITING 11E IN LOCATED WITHIN DEMISED SPACE IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO CONNECT ALL PLUMBING (AS REQUIRED BY JURISDICTION) TO THE ON SITE GREASE INTERCEPTOR/TRAP. 2. ALL FIRE PROTECTION SYSTEM GAS SHUT-OFF VALVES SHALL BE SUPPLIED BY THE OWNER AND INSTALLED BY PLUMBING CONTRACTOR. 3. THE PLUMBING CONNECTIONS, SPECIFICATIONS AND DIMENSIONS SHOWN ON THESE PLANS ARE FOR FOOD SERVICE EQUIPMENT ONLY. SEE DESIGNER'S PLAN SET FOR ALL OTHER PLUMBING REQUIREMENTS FOR THIS PROJECT. 4. ALL PLUMBING ROUGH -IN WORK AND FINAL CONNECTIONS FOR ALL ITEMS SHOWN AND SPECIFIED ON THESE PLANS BY KEC SHALL BE PERFORMED BY THE PLUMBING CONTRACTOR. 5. THE PLUMBING CONTRACTOR SHALL PROVIDE AND INSTALL INSULATION MATERIAL ON ALL DRAIN LINES FROM ICE BINS, ICE PANS, ETC., SO AS TO ELIMINATE CONDENSATION FORMATION. 6. UNLESS OTHERWISE SPECIFIED IN THESE PLANS OR OTHER WRITTEN CONTRACTS, IT SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR TO PROVIDE ALL PLUMBING -TYPE MATERIALS INCLUDING VALVES, TRAPS, LINE STRAINERS, FLOOR SINK COVERS, PRESSURE REGULATORS, SIPHON BREAKERS, ETC. 7. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THAT THE LOCATIONS FOR ALL MECHANICAL REQUIREMENTS WHICH REQUIRE FLOOR PENETRATIONS DO NOT CONFLICT WITH STRUCTURAL MEMBERS IN THE FLOOR. 8. THE GENERAL CONTRACTOR SHALL SUPERVISE THE LOCATION OF ALL FLOOR DRAINS ON THE JOB SITE SO AS TO ENSURE THE BEST SLOPE POSSIBLE OF THE SURROUNDING FLOOR TO THESE DRAINS. 9. ALL DRAIN LINES FROM EQUIPMENT REQUIRING CONDENSATION REMOVAL SHALL BE RUN IN COPPER. 10. PLUMBING CONTRACTOR TO PROVIDE INDIVIDUAL SHUT OFF VALVE FOR EACH PIECE OF EQUIPMENT RECEIVING WATER SUPPLY. 11. GENERAL CONTRACTOR/SUBCONTRACTORS TO CONFIRM EQUIPMENT CUTSHEETS PRIOR TO PLUMBING LAY IN. PLUMBING INFORMATION FOR REFERENCE ONLY -SEE PLUMBING PERMIT DINING ROOM 11- 4 SGID INC. ASSUMES NO RESPONSIBILITY FOR EQUIPMENT CUT SHEET ACCURACY. MANUFACTURER RESERVES THE RIGHT TO REVISE CUT SHEETS WITHOUT NOTIFICATION. VERIFY ALL PRIOR TO INSTALL ALL DIMENSIONS TO BE VERIFIED IN FIELD PRIOR TO EQUIPMENT MANUFACTURING OR ORDERING BY RSC. SGID INC. ASSUMES NO RESPONSIBILITY FOR FIELD DIMENSIONS OR MEP EXISTING CONDITIONS. INFORMATION HAS BEEN PROVIDED TO SGID BY OTHERS AND PLANS REFLECT THAT INFORMATION. KITCHEN MECHANICAL ROUGH IN SCALE:'/4' = F-0" _ `' RECE.IVED CITY OF TUKWILA AUG 13 2015 PERMIT CENTER P�j�AR�4Y�' APP�ov Na ReoUrRED i �; '�t M 0 00 O b�Q o3 O ® wo C-4 00 � M � M ►�i N 00 r kin 00 N r .ITCHEN MECHANICAL ZOUGH IN Date: B-1215 Scale: NOTED Drawn by: M7L 3ob: PIZZA STUDIO Lam seattl�,6i t. V1rstAveatP.3,1Cite , 29 06 2,6 , , Q76 T406* 1250PadffijAVentt'e,Suite I aw na,. WA 911402 -, t 1 2533812797 SMUCTURAL CA.LCUIATION5. FOR PREPARE' BY 1=05 5TRUCTURAL SOLUTIONS AUGUST 104=11;;7. Des,ign Maps Summary Repo rat User -Specified input Report Title Pizza. Studio, Southcepter Mon. August 110, 21015 15i,26; 5115. UTC 11341ildirm Code Reference Document 2012. Internation'al Building Code (,,vhic..h Utilizes USG,s hazard data available. in 2Q08). Site Coordipates 47.449'k 122;26110W Site Solt Classification Site Class D - "Stiff Soil'' Risk Category Own, USGS-Provided Output . . .... . ...... ,SS..— IA4811g Sms = 1.448,g 'SDS 0.565 9 Si:= 0.539 g Sm, = 0.809g, :SO:L = 0'.53.9,g Foe information, on hbvv the SS and S1 values above have been calculated from probabilistic (riskAargeted),..arid cleterministfc, grOOhd mou'pips in the "direction of.m.a.k.1nPurn, horizontal responsej please returnto: the applicAibn::;and select the."20F09NEHRP" building code reference document. WEltResponse Spectrum 0-06`Q,z0 ,040 0.66 6.20' 1.00 1.20 1.40 1,60 1,20, zod rj,00 6,20 040 660. '0., 1 1--Y', 20 LOO 1,20 h40j,;G,0 :1,. W �:2,00 period, T (sec) Period, T (set) Aft,hut gh this Informatit o9i' warranty, -)n product US 0 1 cal "JP- provide iio, w, ity, expressed or iibplied.j, as to the:; .. .... hm. Structural Solutions ori, gi4ating Qfftp: Seattle ElTacoina Date: LA1"-9fe-A (- P of U oblfC, 5o lspaftle 1011 Rnt.AvenU6, Sulfe.,620 -. Seattle ,W*98104:� tel.- 206292.5076 Tacoma J 250,Pi6ffeMende, Suite 704 v Tacbma, WA 0,840z - tej- 258' 812� 7 3 t 9 n rvll-o ;,Psr 6&11r� Asew) r P-1 ,-V U, E D E SEP 4 '- 1 2 2 . ciaf 0-� fulf, .8UIJJ51� 1, DR RECE., ED CITY OF M-%" AUG 11201! PERMIT C�NTI r REMON DATE BW PIZZA STUDIO LU Uj U ILA R STRUCTURAL CALCULATIONS Date: 8-1215 Scale: NOTED Drawn by: MIL Sob: PV.ZA STUDIO TUKWAA WA S1 L-