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HomeMy WebLinkAboutPermit D17-0125 - BOBA LUST RETAIL CAFE - TENANT IMPROVEMENTBOBA LUST RETAIL CAFE 319 TUKWILA PKWY D17-0125 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 0223000010 Permit Number: D17-0125 319 TUKWILA PKWY Project Name: BOBA LUST RETAIL CAFE Issue Date: 6/5/2017 Permit Expires On: 12/2/2017 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: BETA HOLDINGS LTD 18827 BOTHELL WAY NE , BOTHELL, WA, 98011 CARL F PIRSCHER Phone: (206) 368-9668 CDA + PIRSCHER ARCHITECTS 23114 100TH W, EDMONDS, WA, 98020 OWNER AFFIDAVIT - VICTOR PHAM Phone: License No: Expiration Date: Lender: Name: VICTOR PHAM Address: 13057 56 AVE S , TUKWILA, WA, 98178 DESCRIPTION OF WORK: TENANT IMPROVEMENT OF A VACANT SPACE. THE SPACE WILL BECOME A TEA CAFE SPACE. THE WORK WILL CONSIST OF NON-STRUCTURAL WALLS AND INSTALLATION OF RESTAURANT EQUIPMENT Project Valuation: $40,000.00 Fees Collected: $1,486.96 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: VB Electrical Service Provided by: TUKWILA Occupancy per IBC: B Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 Permit Center Authorized Signature: L1i!?7'6l/W' Date: •V I/ J 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 a • -: - - • the conditions tached to this permit. Signature: Print Name: MIN .4 Date: lc/` This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: All food preparation establishments must have Seattle/King County Department of Public Health sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection shall be made by calling Seattle/King County Department of Public Health, (1-800-325-6165 ext 9-566), at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by the agency on the job site. 6: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 7: 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. 8: 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). 9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 10: 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. 11: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 15: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 12: 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) 13: 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) 14: 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) 16: 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) 17: 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) 18: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 19: 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) 20: 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) 24: 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) 22: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 21: 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). 25: 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. 27: 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) 26: 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) 28: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 29: 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. 32: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 23: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 30: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 31: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL 0409 FRAMING CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. Project No. 0Dx Date Application Accepted: Date Application Expires: A-10-17 (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 307 TUKWILA PARKWAY SUIT 319 Tenant Name: BOBA LUST r' G PROPERTY OWNER Name: Same as Architect Name: Beta Development LLC Architect Name: Carl F. Pirscher Address: 18827 Bothell Way NE 110 Address: 23114 100 AVE WS City: Bothell State: WA Zip: 98011 CONTACT PERSON — person receiving all project communication Name: Same as Architect Address: Architect Name: Carl F. Pirscher Address: Address: 23114 100 AVE WS City: City: State: Zip: Phone: Fax: City: Email: Contr Reg No.: Phone: GENERAL CONTRACTOR INFORMATION Company Name: Address: Architect Name: Carl F. Pirscher Address: 23114 100 AVE WS City: State: Zip: 98020 Zip: Phone: Fax: City: State: Contr Reg No.: Phone: Exp Date: Tukwila Business License No.: H:\Applications\Forms-Applications On Line\201 I Applications\Permit Application Revised - 8-9-I l.docx Revised: August 2011 bh King Co Assessor's Tax No.: 022300-0010 Suite Number: New Tenant: Floor: Yes ❑ ..No ARCHITECT OF RECORD Name: SELF v+ I ( ✓ piam Company Name: CDA + Pirscher Architects Architect Name: Carl F. Pirscher Address: 23114 100 AVE WS Engineer Name: City: EDMONDS State: WA Zip: 98020 Phone: (206) 368-9668 Fax: Email: carlp@cdaarch.com City: ENGINEER OF RECORD Name: SELF v+ I ( ✓ piam Company Name: City: — lc{�/'ik 'Li State: IA/A_ Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: SELF v+ I ( ✓ piam Address: 13d cf /e /J/� City: — lc{�/'ik 'Li State: IA/A_ Zip:q5,47, Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 40,000 Describe the scope of work (please provide detailed information): Tenant improvement of a vacant space. The space will become a tea cafe space. installation of restaurant equipment. Will there be new rack storage? ❑ Yes Existing Building Valuation: $ 880,200 The work will consists of non structural walls and 211.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 107 Compact: 50 Handicap: 4 Will there be a change in use? ❑ Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Z Sprinklers rEr Automatic Fire Alarm ❑ None ❑ Other (specify) �/ Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 1V No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM El On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\Forms-Applications On Line\201 I Applications\Permit Application Revised - 8-9-I t.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1s` Floor 39,760 907 0 0 VB B 2"d Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 107 Compact: 50 Handicap: 4 Will there be a change in use? ❑ Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Z Sprinklers rEr Automatic Fire Alarm ❑ None ❑ Other (specify) �/ Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 1V No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM El On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\Forms-Applications On Line\201 I Applications\Permit Application Revised - 8-9-I t.docx Revised: August 2011 bh Page 2 of 4 PU&LIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): For the tenant improvement the work will consist of new ,electrical,water line in the tenant space, and a grease interceptor in the interior space. Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ...Tukwila ❑ ...Water District #125 ❑ ...Water Availability Provided Sewer District ..▪ .Tukwila 0 ...Sewer Use Certificate ❑ .. Highline ❑ ...Valley View ❑ .. Renton ... Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance 0 ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ...Total Cut ❑ ...Total Fill ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water cubic yards cubic yards ❑• ❑• ❑• ❑• ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ ...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage . Abandon Septic Tank . Curb Cut . Pavement Cut . Looped Fire Line ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ❑ ...Water Main Extension Public ❑ WO# WO# WO# Private ❑ Private ❑ ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Deduct Water Meter Size 17 FINANCE INFORMATION Fire Line Size at Property Line 8" z ...Water ...Sewer Monthly Service Billing to: Name: Beta Commercial Number of Public Fire Hydrant(s) ...Sewage Treatment Mailing Address: 18827 Bothell Way NE, #110 Water Meter Refund/Billing: Name: Beta Commercial 3 Mailing Address: 18827 Bothell Way NE, #110 Day Telephone: (425) 482-6626 Bothell WA City State 98011 Day Telephone: (425) 482-6626 Bothell City WA State Zip 98011 Zip H:\Applications\Forms-Applications On Line \201 I Applications\Permit Application Revised - 8-9-t I.docz Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER Signature: Print Name: CARL F PIRS Mailing Address: 23114 100 AVE W H:\Applications\Forms-Applications On Line \201 I Applications\Permit Application Revised - 8-9-I l.docx Revised: August 2011 bh Date: 04/21/2017 Day Telephone: (206) 368-9668 EDMONDS WA 98020 City State Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $920.19 D17-0125 Address: 319 TUKWILA PKWY Apn: 0223000010 $920.19 Credit Card Fee $26.80 Credit Card Fee I R000.369.908.00.00 0.00 $26.80 DEVELOPMENT $851.06 PERMIT FEE R000.322.100.00.00 0.00 $846.56 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $42.33 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R11635 R000.322.900.04.00 0.00 $42.33 $920.19 Date Paid: Monday, June 05, 2017 Paid By: VICTOR PHAM Pay Method: CREDIT CARD 052011 Printed: Monday, June 05, 2017 3:45 PM 1 of 1 eSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $566.77 D17-0125 Address: 307 TUKWILA PKWY Apn: 0223000010 $566.77 Credit Card Fee $16.51 Credit Card Fee R000.369.908.00.00 0.00 $16.51 DEVELOPMENT $550.26 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R11461 R000.345.830.00.00 0.00 $550.26 $566.77 Date Paid: Wednesday, May 10, 2017 Paid By: VICTOR PHAM Pay Method: CREDIT CARD 067021 Printed: Wednesday, May 10, 2017 3:06 PM 1 of 1 CarirWSYSTEMS INSPECTION NO. INSPECTION RECORD Retain a copy with permit Da -01Z5' 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: SBA- 411-57- IR, 67411_ Type of Inspection: E3U'1LDING i9Nit-L Address: 3 % 'TV60t1--P tPkL Date Called: Special Instructions: Date Wanted: /1-43'. -/ 7 oit. Requester: Phone No: 2662 2 7 90.27 4Approved per applicable codes. El Corrections required prior to approval. COMMENTS: off - vt LD f 1 6- f M- C �C - 5v5PalooD CoUhfCr- Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd„ Suite 100. Call to schedule reinspection, INSPECTION RECORD Retain a copy with permit 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:� ,5oIA ttAT CACC Type nspection: ,'-'t /i& X� bi< - nl v/ l %` G- Address: V 9-774406lA 1r 1 f Date Called: Special Instructions: Date Wan ped j zzy a.m. Requester. Iy V cam) pi4AIS, Phone No: 746 21 20°I Approved per applicable codes. Corrections required prior to approval. COMMENTS: X� bi< - nl v/ l %` G- Prg.: ,40,11/3/A6- j #7 niv/723r TVA cW ,9 R ', (e5 /WM 6 7b pi4AIS, Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit 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 t17- Project: ,O 1-1/17-- Type of Inspection: FR ///G— X RPC/V6- .iii/XgarrgVY Address: 34R W fw1 LF pkw Date Called: 1.-Ccar0 Special Instructions: PAODVC i-5- l`a.m. Date Wanted: —...2/—/7- Requester: Phone No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: X RPC/V6- .iii/XgarrgVY M '- W°�D$ 1i17 1.-Ccar0 'RoU -/ PAODVC i-5- Inspector: 11-5' Dater REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit' 7' 012 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: 3Gi4 ZOST— GAM Type nspection: ,VIlAie- Address: 3i %v4&1i! ploy Date Called: Special Instructions: Date Wa 2/ /7 a.m. Requester itInf Phone No: 2c=6 -z/ 0 - 2,6q I Approved per applicable codes. Corrections required prior to approval. COMMENTS: /to / a-55 r /4/51p/XC77o»t/ /o ,` 36,t Inspector: Date: g-21-11 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit D[ ? -o/is PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: p r Te41-telvse--Type of Inspection: A /F(/ Q fif7— Address: Suite #: %v Lk Pk� Contact Person: / 3-�,�/C Special Instructions: i Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: frify r (1/;ftr�--L Jar)V' `'e^I) Needs Shift Inspection: Date: Sprinklers: V -GS Fire Alarm: yC Hood & Duct: ` Monitor: Gtr T -e_ Pre -Fire: Permits: Occupancy Type: Inspector: Date: Hrs.: / if/�-il ?- $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 i INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit pi: -6/05 - PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: 13(434- �(J57-��91c Type of Inspection: 1 6--)1 Fire Alarm: Address:Contact Suite#: 3%5% 7-;kwi1fr,0k. Person: Special Instructions: Phone No.: , Approved proved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: CJ/l1/�-?? ITS"' l Y `�/ v L- 2 4A/?S 011,1,--/6 6 c7 `% C 1 v1-- -6,,A /q-7 L 1-4-7 s 4 ex' 577 ri % ./-17, F/, - Tre Fi' /-7\./ A L - QA,ZY - r.,"1/6—�' ,/ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ��// Date: ¢,/;__ Hrs.: 16, r $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 PERMIT COORD COPY d PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0125 DATE: 05/10/17 PROJECT NAME: BOBA LUST RETAIL CAFE SITE ADDRESS: ,3'�? TUKWILA PKWY X Original Plan Submittal (%� Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: AS Aid C 511,>-17 Building Division Public Works kM KW° 1� Fire Prevention Structural rbty43. S-IS'17 Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 05/11/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 06/08/17 Approved ❑ Approved with Conditions ❑ Corrections Required ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping ❑ PW 0 Staff Initials: 12/18/2013 Q CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 FAX (206) 431-3665 E-mail: tukplan@ci.tukwila.wa.us Permit Center/Building Division 206 431-3670 Public Works Department 206 433-0179 Planning Division 206 431-3670 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION PERMIT NO: D11-0 STATE OF WASHINGTON) ) ss. COUNTY OF KING ) 4/dir) [please print name] , states as follows: 1. I have made application for a permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to"issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this permit to be exempt under number 13 , and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. Owner Owner's Agent* Signed and sworn to before me this _a_ day of UJ 2 , 2011 . NOTARY PUB LIC in nd for,the State of Washington 7/ Residing at Name as commissioned: My commission expires: , County NOTES I. ALL CONSTRUCTION SHALL CONFORI TO THE 2015 EDITION OF THE INTERNATIONAL BUILDING CODE 2. ALL CONSTRUCTION SHALL BE DONE N ACCORDANCE WITH THESE PLANS AND PROJECT SPECIFICATIONS. 3. GENERAL CONTRACTOR IS RESPONSIBLE FOR PERMITS. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS. IN THE EVENT OF CONFLICTS OR CHANGES !BETWEEN DETAILS OR BETUIEEN THE PLANS AND SPECIFICATIONS NOTIFY THE ARCHITECT IMMEDIATELY. 4. SEPARATE PERMITS ARE REQUIRED FOR, BUT NOT LIMITED TO, PLUMBING, ELECTRICAL SIGNS, REFRIGERATION EQUIPMENT, SEWER HOOK-UPS AND THE BUILDING INSPECTION/PEWITS SECTION WILL BE RESPONSIBLE FOR THE INSPECTION AND ENFORCEMENT OF REQUIREMENTS OF BUILDING, PLUMBING, HEATING, ELECTRICAL OCCUPANCY, FIRE RESISTIVE CONSTRUCTION, PARKING, SIGNS AND ANY OTHER BUILDING REQUIREMENTS NOT SPECIFICALLY PROVIDED FOR BELOW. 5. SPECIAL INSPECTORS SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO CONSTRUCTION. 6. THE BUILDER'S COPY OF THE APPROVED SET OF PLANS MUST BE AVAILABLE TO INSPECTOR'S AT THE JOBSITE 1. FIRE SAFETY DURING CONSTRUCTION SHALL COMPLY WITH 2012 INTERNATIONAL FIRE CODE. THERE THE CODE STATES 'WHERE REQUIRED". SUCH SECTIONS ARE REQUIRED UNLESS A WRITTEN EXEMPTION TO THE SECTION HAS BEEN SUBMITTED TO THE DEPARTMENT AND APPROVED. S. FINISH FLOOR REFERENCE DATUM EQUALS (0-0"). REFER TO TOPOGRAPHIC SURVEY FOR ACTUAL SITE ELEVATION. S. ALL DIMENSIONS ARE TO FACE OF CONCRETE, MASONRY, FACE OF FRAMING OR COLUMN CENTER LINES UNLESS NOTED OTHERWISE 12. CONCEALED SPACES 2015 SEC 118 -PROVIDE HORIZONTAL FIREBLOCKING IN ALL WOOD FRAME WALLS AT 10'-0" ON CENTER AND & EREE FRAME WALLS PENETRATE CEILINGS. FIREBLOCK ENCLOSED ATTIC SPACES SHALL BE DIVIDED INTO 1401131 AREAS NOT EXCEEDING 3,000 SF. OR NOT REQUIRED IF BUILDING IS SPRINKLED 2015 IBC 118x43. DRAFT STOP CONSTRUCTION: THESE AREAS SHALL BE DIVIDED BY PARTITIONS EXTENDED FROM THE CEILING TO THE UNDERSIDE OF THE ROOF DECK. MATERIAL SHALL BE 1/2" GYP. BD. OR 3/8" PLYWD. OR OTHER APPROVED MATERIAL. OPENINGS IN THE PARTITIONS SHALL BE PROTECTED BY SELF CLOSING DOOR WITH AUTO LATCHES, PER 2015 IBC 1184.1.1 13. AN AUTOMATIC SPRINKLER SYSTEM THAT CONFORMS WITH ALL RECOt' tENDATIONS OF AN APPROVED RATING BUREAU AND NEPA PAMPHLET NO.13 AND IS CONNECTED TO AN ALARM RECEIVING FACILITY AS APPROVED BY THE CITY OF T KWILLA FIRE MARSHALL SHALL BE INSTALLED. ACTIVATION OF THE FIRE SPRINKLER SYSTEM SHALL ACTIVATE THE FIRE ALARM SYSTEM. GUARDS TO BE PROVIDED THROUGHOUT PREMISES TO PROTECT HEADS FROM ACCIDENTAL IMPACT. A SEPARATE PERMIT AND PLAN REVIEW SUBMITTAL IS REQUIRED FOR THE INSTALLATION OF THE FIRE SPRINKLER SYSTEM. ALL SHOP DRAWINGS SHALL BE SUBMITTED AND APPROVED BYTUKWILA THE FIRE MARSHALL PRIOR TO THE START OF INSTALLATION. ALL WORK INCLUDING DESIGN AND INSTALLATION SHALL BE PES BY A WA STATE LICENSED FIRE SPRINKLER CONTRACTOR 14. THE BUILDING SHALL BE PROTECTED BY AN APPROVED AUTOMATIC FIRE ALARI SYSTEM AND EMERGENCY AUIDIBLENISIBLE ALARM COM~ILNICATION SYSTEM. A SEPARATE PERMIT AND PLAN REVIEW SUBMITTAL IS REQUIRED FOR THE INSTALLATION OF THE FIRE ALARM SYSTEM. WORK SHALL NOT COMMENCE UNTIL THE PLANS HAVE BEEN APPROVED AND THE PERMIT HAS BEEN ISSUED. IS. PROVIDE (I) 2A-I0BC FIRE EXTINGUISHER (WALL MOUNTED) FOR EACH 3000 SQUARE FEET OF FLOOR AREA MAXIMUM TRAVEL DISTANCE SHALL BE 15 FEET TO AN EXTINGUISH -ER PER ADA 4A THE FIRE EXTINGUISHERS MOUNTED WITH IT'S LEADING EDGES BETUIEEN 21" TO 50' AFF CAN NOT PROTRUDE NO MORE THAN 4' INTO WALKS ,CORRIDOR, PASSAGEW4YS,OR AISLES. PORTABLE FIRE EXTINGUISHER HAVING A MINIMUM RATING CLASS K' SHALL BE INSTALLED WITHIN 30 FEET OF COMMERCIAL FOOD HEAT -PROCESSING EQUIPMENT AS MEASURED ALONG AN UNOBSTRUCTED PATH OF TRAVEL IN ACCORDANCE WITH 2012 INTERNATIONAL FIRE CODE SEC 906. (PROVIDE MINIMUM I FIRE EXTINGUISHER PER TENANT LEASE SPACE) . EXTINGUISHERS SHALL BE INSTALLED IN CABINETS AT CERTAIN LOCATION IF REQUIRED BY THE CITY. 16. ALL DECORATIVE MATERIALS ARE REQUIRED TO SE MAINTAINED IN A FLAME-RETARDANT CONDITION. POST 'NO SMOKING' SIGNS IN ACCORDANCE W/ WASHINGTON STATE SMOKING IN PUBLIC PLACES ACT 10.1601050 IS. EXPOSED INSULATION MATERIALS INCLUDING FACINGS AND VAPOR BARRIERS SHALL HAVE A FLAME SPREAD RATING NOT TO EXCEED 25, AND A SMOKE DENSITY NOT TO EXCEED 450, OR SHALL BE IN SUBSTANTIAL CONTACT WITH THE WALL OR CEILING SURFACE FINISH 2015 I.B.C. 1203 AT BUILDING ENVELOPE WHERE INSULATION IS INDICATED ON THE PLANS, SECTIONS AND DETAILS, PROVIDE A FIRE RESISTIVE FOIL FACED INSULATION OR VAPOR BARRIER AT WARh'I FACE OF INSULATION. IS. PROVIDE BUILDING ADDRESS ON EXTERIOR FACE OF BUILDING IN THE LOCATION ILLUSTRATED ON PLANS, LETTERING AND / OR NUMERALS TO BE 12" HIGH MINIMtM SYMBOLS SHALL BE OF HIGH DENSITY STYROFOAM WITH METALLIC OR LAMINATE FACE. LEASE UNITS TO BE PROVIDED WITH LETTERS OR NUMBERS OVER EACH ENTRY DOOR. LETTERING TO BE APPROVED BY ARCHITECT PRIOR TO APPLICATION. LAYOUTS SHOWN FOR LEASE SPACES ARE PRELIMINARY ONLY AND ARE FOR PURPOSES OF ASSIGNING ADDRESSES, DETERMNNG EXIT REQUIREMENTS, AND LOCATING TOILET ROOMS. FINAL LAYOUT TO BE SUBMITTED AS TENANTS ARE SELECTED. PROVIDE ILLUMINATED EXIT SIGNS AS INDICATED ON THE REFLECTEC CEILING PLAN AND SPECIFICATIONS. LEASE SPACES REQUIRING SEPARATE SANITARY FACILITIES FOR EACH SEX WILL BE INDICATED ON TENANT IMPROVEMENT. 21. MECHANICAL, ELECTRICAL, PLUMBING, LIGHTING TO BE DESIGN BUILD. CONTRACTOR RESPONSIBLE FOR ALL PERMITS AND APPROVALS. ELECTRICAL: ELECTRICAL RESISTANCE HEAT OR ROMEX WIRING IS NOT ALLOWED. MECHANICAL:TOILET ROOMS SHALL HAVE SEPARATE AND NDIVIDUAL EXHAUST SYSTEMS IN SEPARATE SHAFT 2015 INTERNATIONAL MECHANICAL CODE . THE MECHANICALLY OPERATED EXHAUST SYSTEM SHALL BE CONNECTED DIRECTLY TO THE OUTSIDE, AND THE POINT OF DISCHARGE SHALL BE AT LEAST 3' FROM ANY OPENING* WHICH ALLOWS AIR ENTRY INTO OCCUPIED PORTIONS OF THE BUILDING. THE MECHANICAL EXHAUST SYSTEM SHALL PROVIDE A MINIMUM OF ONE AIR CHANGE EVERY 15 MINUTES. TOILET ROOMS MAY BE UNDER COMMON SYSTEM IF SYSTEM HAS NEGATIVE AIR PRESSURE IN ALL DUCTSFIRE/SMOKE DAMPERS SHALL BE INSTALLED IN DUCTS PENETRATING PROTECTIVE ELEMENTS OF FIRE RATED CORRIDOR WALLS AND CEILINGS PENETRATION OF FIRE RESISTIVE ASSEMBLIES SHALL BE PROTECT PER 2015 IBC SEC 114 TYPES OF MATERIALS AND PROTECTIVE SYSTEMS SHALL BE DESIGN RAND APPROVED UNDER DEFERRED SUBMITTAL. 22. EXIT DOORS SHALL BE OPENABLE PROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT (IE. NO DEAD BOLTS, SURFACE BOLTS, THUMB TUR 45, ETC). 2015 IBC 10101.9 THE MAIN EXIT ONLY MAY HAVE A KEY LOCKING DEVICE IF THERE IS A SIGN ADJACENT TO THE DOOR STATING 'THIS DOOR TO REMAN UNLOCKED WHEN BUILDING IS OCCUPIED." WHEN UNLOCKED, THE DOOR SHALL BE FREE TO SWING WITHOUT THE USE OF ANY LATCHING DEVICE. AUTOMATIC FLUSH BOLTS ARE ALLOWED ON PAIRS OF DOORS, PROVIDED THE DOOR WITH THE FLUSH BOLT HAS NO KNOBS OR SURFACE -MOUNTED HARDWARE, AND THE UNLATCHING OF ANY LEAF REQUIRES ONLY A SINGLE OPERATION 2015 IBC 1010.1.93. ALL EXTERIOR EXIT DOORS WITH AUTOMATIC CLOSERS SHALL HAVE A MAXI UM OPENING FORCE OF 81/2 POUNDS(5 POUNDS FOR INTERIOR DOORS) CONTRACTOR TO VERIFY THAT ALL GLAZING UNITS USED IN HAZARDOUS AREAS 2015 IBC. 2406. AND SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR 1201, 2015 IBC 24062. 23. ALL DOORS SHALL SWING TO THE FULLY OPEN POSITION WHEN AN OPENING FORCE NOT TO EXCEED 30L85 IS APPLIED TO THE LATCH SIDE. 319 TUKWILA PARKWAY TUKWILA WA uJ PERMILT SET _ARM E 9 PAN -'9 NAGNAO for; Victor Pham PLUMBING, TITLE ..\73EX 4120-IITECTUi AL A-0.1 COVER SHEET A-03 CODE SUMMARY A-1.1 SITE PLAN A-2.1 AS BUILT AND PROPOSED FLOOR PLAN A -3.I REFLECTED CEILING PLAN AND DOOR A-1.1 EQUIP SCHEDULE 4 INTERIOR ELEV A-12 FURNISHINGS SEPARATE: PERMIT REQUIRED FOR: Mechanical 'Electrical Plumbing CeGas Piping City of Tukwila BUILDING DIVISION FILE COPY Permit No.n_OI2 Plan revi v 'I C".T.Ii is subject to errors and omissions. Approval of con sir iiciion documents is does not authorize the violation of any adopted code or ordinance. Reccipt of approved Raid .. iditiona is acknowledged: By: Date: 4k/19-- City k/ - City of Tukwila BUILDING DIVISION PROJECT DATA BOLS :MEV T1ONS C0:)E IONFO AT:ON 2015 INTERNATIONAL BUILDING 2015 UNIFORM PLUMBING CODE 2015 INTERNATIONAL MECHANICAL CODE 2015 INTERNATIONAL FIRE CODE 2015 WASHINGTON STATE ENERGY CODE WASHINGTON STATE AMENDMENTS PROJECT CTORY ARCHITECT: CPA + PIRSCHER ARCHITECTS, INC. 23114 100 AVE W SEATTLE, WA 98020 PI -IN: (206) 368-9668 CONTACT: CARL PIRSCHER OWNER 50R4 LUST TEAHOUSE 13051 56th Ave 5, Tukwlla WA 98115 P: 206-218-2551 CONTACT: Victor Pham BUILDING SECTION SECTION IDENTIFICATION < LOCATED ON SHEET... WALL SECTION < SECTION IDENTIFICATION < LOCATED ON SHEET_ DETAIL DETAIL IDENTIFICATION < LOCATED ON SHEET INTERIOR ELEVATION < ELEVATION IDENTIFICATION < LOCATED ON SHEET ROOM SYMBOL OPF I CE < ROOM NAME ROOM NUMBER 101 < 1A2 < 91-0 950 SQ.FT. ROOM MATERIAL CODES 1st No FLOOR/I3ASE 2nd No WALLS/WAINSCOT 3rd No CEILING CEILING WEIGHT SQUARE FOOTAGE GIRID MARKERS LETTERS IN ONE DIRECTION NUMBERS IN THE OTHER DOOR SYMBOL < DOOR NUMBER WALL SYMBOL WALL IDENTIFICATION WINDOW SYMBOL ,------ SHADED PORTION IS THE SIDE CONSIDERED WINDOW IDENTIFICATION M,4TC1-I LINE NORTH ARROW ELEVATION MARKER FINISH GRADE ELEVATION TOP OF CURB TOP OF PAVEMENT CENTER LINE PROPERTY LINE CENTER LINE OF STREAM NEW CONTOUR EXISTING CONTOUR REVISION CLOUD IDENTIFYING NUMBER J- A.8. ACOUS. AFF. AGR. AND ANGLE AT CENTERLINE DIAMETER OR ROUND PERPENDICULAR POUND OR NUMBER ANCHOR BOLT ACOUSTICAL ABOVE FINISH PLR AGGREGATE ALUM. ALUMINUM MOD. ANODIZED APPROX. APPROXIMATE ARCH. ARCHITECTURAL ASPH. ASPHALT SD. BLDG. BLK. BLK'G. SM. SOT. 8.U.R. CAB. C$. CEM. C.J. CLG. CLR C.O. COL. GONG. BOARD BUILDING BLOCK BLOCKING BEAM BOTTOM BUILT UP ROOF CABINET CATCH BASIN CEMENT CHANNEL CONTROL JOINT CEILING CLEAR CLEAN OUT COLUMN CONCRETE CONN. CONNECTION CONSTR. CONSTRUCTION CONT. CONTINUOUS C.T. CERAMIC TILE CTR CENTER CTSK COUNTER SUNK DBL. DEPT. DET. DIA. DIM. DN. DR. D.S. DWG. E. EA. E.I.F.S. EJ. EL. ELEC. ELEV. ENCL. E.P. DOUBLE DEPARTMENT DETAIL DIAMETER DIMENSION DOWN DOOR DOWNSPOUT DRAWING EAST EACH EXTERIOR INSULATION FINISH SYSTEM EXPANSION JOINT ELEVATION ELECTRICAL ELEVATOR ENCLOSURE ELECTRICAL PANEL EQ. EQUIP. EXIST. EXPO. EXT. FD. F.E. F.H. FIN. FLASH. FLR FLUOR. FOUND. FR 'G. FT. FTG. PURR. GA. GALV. G.C. GL. GND. GR. GP. G.W.B. GYP. HDWR. HOCP. HDWD. H.B. H.C. H.M. HORIZ. HR. I -IT. INST. INSUL. INT. LAM. LB. LOC. MATL. MAX. MFR. M.H. MECH. MIN. MISC. MTD. MTI. N. N.I.C. NO. N.T.S. EQUAL EQUIPMENT EXISTING EXPOSED EXTERIOR PL. FURNISHED BY OWNER PLYWD. INSTALLED BY CONT'R P.P. FLOOR DRAIN PLAN FIRE EXTING- UISHER FIRE HYDRANT FINISH FLASHING FLOOR FLUORESCENT FOUNDATION FRAMING FOOT OR FEET FOOTING FURRING GAUGE GALVANIZED GENERAL CONTRACTOR GLASS GROUND GRADE GROUP GYPSUM WALL BOARD GYPSUM O.C. ON CENTER 0/ OVER Opp. OPPOSITE 1 -HARDWARE HANDICAP HARDWOOD HOSE BIBB HOLLOW CORE HOLLOW METAL HORIZONTAL HOUR HEIGHT INSTALLATION INSULATION INTERIOR LAMINATED POUND LOCATION MATERIAL MAXIMUM MANUFACTURER MANHOLE MECHANICAL MINIMUM MISCELLANEOUS MOUNTED METAL NORTH NOT IN CONTRACT NUMBER NOT TO SCALE PLATE PLYWOOD POWER POLE PLASTIC LAMINATE R RADIUS OR RISER RD. ROOF DRAIN REC. RECOMMENDED REF. REFERENCE REINF. REINFORCED REQ'D. REQUIRED RM. ROOM S. S.C. SCHED. SHT. SHT'G. SIM. SPEC. SQ. STD. STL. STOR. STRUC. SUSP. 5.4 V. SVC. SYM. S/W T. T.C. TEL. 11-IK. T.O.P. T.P. Till TYP. SOUTH SOLID CORE SCHEDULE SHEET SHEATHING SIMILAR SPECIFICATIONS SQUARE STANDARD STEEL STORAGE STRUCTURAL SUSPENDED STAIN AND VARNISH SERVICE SYMMETRICAL SIDEWALK TREAD TOP OF CURB TELEPHONE TONGUE AND GROOVE THICK TOP OF PLATE TOP OF PAVEMENT TOP OF WALL TYPICAL U.B.C. UNIFORM BUILDING CODE UNE. UNFINISHED U.ON. UNLESS OTHERWISE NOTED VERT. W. W/ WD. WOW. W/O W.P. W.R. WSCT. WT. VERTICAL WEST WITH WOOD WINDOW WITHOUT WATERPROOF WATER RESISTANT WAINSCOT WEIGHT SITE DATA JURISDICTION: ZONE: PARCEL AREA: TAX PARCEL NO.: BUILD INCA DATA CITY OP TUKWILLA TUC 141,136 022300-0010 OCCUPANCY: B CONSTRUCTION'; TYPE: VB FULLY FIRE SPRINKLED PROPOSED AREA OF WORK (GROSS): 901 SQ FT BUILDING AREA:, (GROSS): 21,901 BUILDING HEIGHT TOTAL: NO CHANGE TOTAL OCCUPANT LOAD ` 15 OCCUPANTS No changes sh31I hofildo to thr-? �COpp of work witho1_ t rI i,, Tukwila Building Division. NOTE: Revisions will require a new Alen submittai and may include additional plan review fess. DESC LON ANDOVER INDUSTRIAL PARK # 1 LESS ST o 12,7 VICINI72Y mAp TUKWILA PKWY -�u VICINITY Y MAP NOT TO SCALE TUKWILA PKWY SITE PI` OFUKWILA MAY 10 2017 PERMIT CENTER r- 15 O N W V W d O n z N IX . cn z 0 F0- ii ti) iIU Ain. 1- 0 ry o V IX d X L7RAINN: M CHECK: OFF' JOB NO: 11012 -7‘4[/ :YVAY, SUITE 314 P I RSCHER C DA 1 ARCH I TECTS GPA + Plrscher Architects 23114 100 AVE W EDMONDS, VIASHIN&TON, 98020 (206)368-9668 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 18 2017 • City of Tukwila BUILDING DIVISION/ GENERAL COBE SUMMARY NOTES CODE BUILDING AREA OCCUPANCY CLASSIFICATION CONSTRUCTION TYPE: EXIST DOOR OCCUPANT LOAD SUMMARY INTERNATIONAL BUILDING CODE - 2015 EDITION (WASHINGTON AMENDMENTS) 501 S.F. TENANT SPACE B V-5 FULLY FIRE SPRINKLED I EXIST DOOR OCCUPANT LOAD WAITING AREA OCCUPANT LOAD OCCUPANT LOAD FOR DINING RM. FOR KITCHEN FOR BATHROOM 10 SEATS PER 1004.1 IBC= I OCCUPANT/1 SQ FT 13 SQ FT/i I OCCUPANT/200S 353 S.F. / 200 S.F 1 OCCUPANT 10.0 OCCUPANTS 2.0 OCCUPANTS = LB OCCUPANTS 1.0 OCCUPANTS OCCUPANT LOAD TOTAL OCCUPANT LOAD 15 OCCUPANTS 15 OCCUPANTS MAX 15 OCC FOR ONE BATHROOM REQUIRED ONLY ONE MEANS OF EGRESS REQUIRED EXTSTI STi 00t L —J X X PATH OF EGRESS N O=FI E/ S—O GE/RE 7AIL M. CH AND ISE PATH EGREB SACK 0- F , KITC-I-IEN 8-6" EMP TO RR O Q 0 0 OCC 12 FP KITCHEN/ SERVICE /O x L4 X UAITING ate, OCC 2 DINING 1 AREA v OCC 10 .- U) u PATH OF EGRESS im'-m" OF FROM 4cFpBACK ICE brioizs FLOOR PLAN - CODE SUMMAY SCALE: I/4"= I' -m" CITY RECEIVED ILA MAY 102011 PERMIT CENTER I- 6 O N Cl CJ V iv o © •cD n ' ..; z VL. N ce O F N z 0 V v IU t - ~ CODE COMPLIANCE APPROVED• MAY 18 2017 • City of Tukwila BUILDING DIVISION A r oN g 0 Ni 4 i DRAWN: M CHECK: OFF' JOS NO: 11012 WAY, SUITE P 1 RSCHER C DA ARCHITECTS GOA + PIrscher Architects 23114 100 AVE IN EDMONDS, WA5HINSTON, 98020 (206)363-9668 REVIEWED FOR CODE COMPLIANCE APPROVED• MAY 18 2017 • City of Tukwila BUILDING DIVISION Vp l �q_ I 0 Q z cq t 3 NSS'40'3I"E 351.04' EXISTING BUILDING 355.68' EXISTING BUILDING jz-15' SETBACK PER PLAT N89'40'24"W 438.0' 2'09"W 329.5 5' BUILDING SETBACK PER CITY OF TUKWILA br7oI2 s SITE FLAN SCALE: 1" = 201-0" SCALE: 1" = 20' 0 10' 20' 40' 60' CITY OF TUKWILA MAY 10 2017 PERMIT CENTER r O N Wo - O _ vy Z _ 4ce 'moi 3 . N}�} 0 0... 0 0 w Q H \ ; at N se 0 \ r6 / / a EXISTING BUILDING jz-15' SETBACK PER PLAT N89'40'24"W 438.0' 2'09"W 329.5 5' BUILDING SETBACK PER CITY OF TUKWILA br7oI2 s SITE FLAN SCALE: 1" = 201-0" SCALE: 1" = 20' 0 10' 20' 40' 60' CITY OF TUKWILA MAY 10 2017 PERMIT CENTER r O N Wo - O _ vy Z _ 4ce 'moi 3 . N}�} 0 0... 0 0 w Q H at N 0 V I DRAWN: M GHEGK: CFP JOB NO: 11012 I 1V &`(.4 MAI', suirE Sia PIRSCHER C DA ARCH I TECTS GDA + Pinscher Architects 28114 100 AVE W EDMONDS, WASHINGTON, 418020 (206)368-61668 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 18 2017 City of Tukwila DUILDI'PJC DIVICION SHEET: A Ll EXIST SLAB ON GRADE 3-5/5" 20 GA METAL STUDS *16" O.C. CONT 3-5/5" 20 GA METAL SILL TRACK TREATED s SILL PLATE WMILTI X -U21 SWOTPIN * 16"OC-7111O 3" OC FULL HEIGHT WALL SLA CONNECTION r ACT CEILING USING METAL STUDS T. 400TI50-33 ASTENERSeS"OC NFF SECTION A (4 gi_� ii 1 KITCHEN WALL I—I/2"= I' -O" 15.460.O5Ia z 0 IL l) In a 1._ _ _ _ _ HSS 2X2X1"016" OC CONT. TRACK WMILTI I PINX442* 16 21 T 3' 1-11G1-4 L IC -IT GAUGE WALL A5 BUILT FLOOR PLAN SCALE: I/4"= 11-0" PONT WALL LIGHT GAUGE E SLAB CONNECTION 5/8" TYPE "X" G.W.B. PARTITON TYPE PLAN AS SCHEDULED 2 1/2" X 2 1/2" X 3/16" STEEL TUBE POST 3/16" 2 1//2" X l 1/2" X 1/4" STL BASE PLATE ANCHORED TO FLOOR -- ISOMETRIC 3/4" rip. t (4) 1/2" DIA. EXP. >J• BOLT ANCHORS WITI-1 2-1/2" MIN. EMBED PART i T I ON SUPPORT POST N.T.S. PARTITION SUPPORT POST SYMBOL LEGEND: /a MEC/MCA. PANEL MIS[ ExmNaul/lllfe FRP OVER GWB AND CEMENT BOARD SEALANT 2" GEMENT BOARD 8" HIGH COVE BASE SEALANT CA) KITCHEN WALL I—I/2"= I' -O" 15.460.O5Ia FLOOR PLAN KEY NOTES: ELECTRIC PANEL UPGRADE IF NECESSARY EXISTING STOREFRONT TO REMAIN NEW FLOOR DRAIN EXISTING COLUMN SAME AS "A" BUT 36" WIN FINISH COUNTER 1 0 6'-S" EX IST*G REV 1 ROOT 6'-2 I/2" 8'-11" gam 10141Ware 2 -6' BACK OF KITCHEN FP 701FE 4'-s" 0 4'-3" FD KITCHEN/ SERVICE DINING AREA O 15'-7 PROPOSESD FLOOR PLAN 3-5/8" METAL STUDS * 16" O.C. PROVIDE WATER RESISTANT GMB. IN WET AREAS PROVIDE WATER RESISTANT G.WB. IN WET AREAS FULL HEIGHT WALL SAME AS "A" EXCEPT 6" METAL STUDS e 16" O.C. SAME AS "Al" BUT 36" WITH FINISH COUNTER PROVIDE WATER RESISTANT We IN WET AREAS NEW 6" 20 GA METAL STUDS e 16" 0.0. 1 -LAYER OF NEW 5/8" G.W.B. ONE SIDE OF STUDS FRP ON KITCHEN WALL NOTES: I. ALL FRAMING MEMBERS SHALL SE AS MANUFACTURED BY THE MILCOR DIVISION OF INRYGO, OR APPROVED EQUAL, AND SHALL SE OF THE TYPE AND SIZE AS SHOWN ON THE DRAWINGS. 2. ALL GALVANIZED 18 AND 20 GAUGE STUDS, AND ALL GALVANIZED TRACK, BRIDGING, END CLOSURES AND ACCESSORIES SHALL BE FOR IED FROM STEEL THAT CORRESPONDS TO THE REQUIREMENTS OF ASTM. A-446, GRADE "A" WITH A MINIMUM YIELD OF 33,000 P.S.I. 3. ALL GALVANIZED STUDS AND ACCESSORIES SHALL EE FORI1ED FROM STEEL HAVING A G-60 GALVANIZED COATING. 4. BOTTOM TRACK FASTENED TO CONIC W POWDER ACTUATED TOOL * 36" 00 TOP TRACK FASTENED TO AC W (2) +'8 PH SCREWS * 4S" OC. 5. WALL FINISH TO BE G.W.B. TAPED, SMOOTH, PRIMED AND PAINTED. RECEIVED CITY OF TUKWILA MAY 102017 PERMIT CENTE PROVIDE WATER RESISTANT G1t1B. IN WET AREAS EXISTING r - 6 V w •T '"'i = v) z 0 IL l) In a 1._ a� r If X 1,RANN: M CHECK: CFP JOB NO: 11012 04`er?,-- zKwa,Y, SUIT Sia �a PIRSCHER CDA ARCH I TECTS GDA + Pirscher Architects 23114 100 AVE W EDMONDS, WASHINGTON, 98020 (206)368-966s f1P CODE COMPLIANCE APPROVED MAY 182017 City of Tukwila BUILDING DIVISION SHEET: A = 2 _1 LIGHTING WITCHING REQUIREMENTS A. LOCAL CONTROL AND ACCESSIBILITY: EACH SPACE, ENCLOSED BY WALLS OR CEILNG-HEIGHT PARTITIONS, SHALL Be PROVIDED WITH LIGHTING CONTROLS LOCATED WITHIN D. DISPLAY. EXHIBITION. AND SPECIALTY LIGHTING CONTROLS: ALL DISPLAY, EXHIBITION, OR THAT SPACE. THE LIGHTING CONTROLS, NETHER ONE OR MORE, SHALL BE CAPABLE of SPECIALTY LIGHTING SHALL BE CONTROLLED INDEPENDENTLY OF GENERAL AREA LIMING. 'NTNG OFF ALL LIGHTS WITHIN THE SPACE. THE CONTROLS SHALL BE READILY ACCESSIBLE, E. AUTOMATIC SHUT-OFF CONTROLS. EXTERIOR: EXTERIOR LIGHTING NOT INTENDED FOR 24-HOUR AT THE POINT OF ENTRY/EXIT, TO PERSONNEL OCCUPYING OR USING TIE SPACE. CONTINUO IS USE SHALL BE AUTOMATICALLY SWITCHED BY TIMER PHOTOCELL, OR A COMBINATION OF TIMER AND PHOTOCELL. AUTOMATIC TIME SWITCHES MUST ALSO HAVE PROGRAM BACK-UP CAPABILITIES, WHICH PREVENT THE LOSS OF PROGRAM AND TIME SETTINGS FOR A LEAST 10 HOURS, IF POWER IS NTERRIPTED. EXCEPTIONS: THE FOLLOWING LIGHTING CONTROLS MAY BE CENTRALIZED IN REMOTE LOCTATIONS: L LIGHTING CONTROLS FOR SPACES WHICH MUST BE USED AS A WHOLE. 1. AUTOMATIC CONTROLS. 3. CONTROLS REQUIRNG TRAINED OPERATORS. 4. CONTROLS FOR SAFETY HAZARDS AND SECURITY. B. ARV CONTROLS: THE MAXIMUM LIGHTING POWER THAT MAY BE CONTROLLED FROM A SINGLE SWITCH OR AUTOMATIC CONTROL SHALL NOT EXCEED THAT WHICH IS PROVIDED BY A TWENTY AMPERE CIRCUIT LOADED TO NOT MORE THAN EIGHTY PERCENT. NT. A MASTER CONTROL MAY BE INSTALLED PROVIDED THE INDIVIDUAL SWITCHES RETAIN THEIR CAPABILITY TO FUNCTION INDEPENDENTLY. CIRCUIT MAKERS MAY NOT BE USED AS THE SOLE MEANS OF WATCHING. I. INDUSTRIAL OR MANUFACTURING PROCESS AREAS, AS MAY BE REQUIRED FOR PRODUCTI 2. AREAS LESS THAN FIVE PERCENT OF FOOTPRINT FOR FOOTPRINTS OVER 100,000 SQUARE FEET: DI33 DAYLIGHT ZONE CONTROL: ALL DAYLIGHTED ZONES, AS DEFINED IN CHAPTER 2, BOTH UNDER SKYLIGHTS AND ADJACENT TO VERTICAL FENESTRATION SHALL BE PROVIDED WITH NDMDUAL CONTROLS, OR DAYLIGHT- OR OCCUPANT -SENSING AUTOMATIC CONTROLS, WHICI4 CONTROL THE LIGHTS INDEPENDENT OF GENERAL LIGHITIING. IN ALL AREAS WITH SKYLIGHTS, MiONITORS OR OTHER FENESTRATION AT OR ABOVE CEILING LEVEL AND IN ALL AREAS WITH WINDOWS AND ALL AREAS IN PARKING GARAGES WITH FACADE OPENINGS, ALL PERMANENT LUMINAIRES IN THE DAYLIGHTED ZONE SHALL BE CONTROLLED BY AUTOMATIC DAYLIGHT SENSING CONTROLS. THE PRIMARY DAYLIGHTED ZONE SHALL BE ARATELY FROM THE SECONDARY DAYLIGHTED ZONE. F. /AUTOMATIC SHUT-OFF CONTROLS. INTERIOR: BUILDINGS GREATER THAN 5,000 8Q FT. AND ALL SCHOOL CLASSROOMS SHALL Be EQUIPPED WITH SEPARATE AUTOMATIC CONTROLS TO SHUT OFF THE LIGHTING DURING I,NOCCUPIED HOURS. WITHIN THESE BUILDINGS, ALL OFFICE AREAS LESS THAN 300 FEET SQUARED ENCLOSED BY WALLS OR CEILING -HEIGHT PARTITIONS, AND ALL MEETING AND CONiERRENCE ROOMS, AND ALL SCHOOL CLASSROOMS, SHALL BE EQUIPPED WITH OCCUPANCY SENSORS THAT COMPLY SECTION B3L6.L FOR OTHER SPACES AUTOMATIC CONTROLS MAY BE AN OCCUPANCY SENSOR TIME SWITCH, OR OTHER DEVICE CAPABLE OF AUTOMATICALLY SHUTTING OFF LIGHTING. EXCEPTION& L AREAS THAT MST BE CONTINUOUSLY ILLUMNATED, OR ILLUMINATED IN A MAM•ER REQUIRING MANUAL OPERATION OF THE LIGHTING. 2. E •ER'GENCY LIGHTING SYSTEMS. 3. SWITCHING FOR INDUSTRIAL OR MANFACTURNG PROCESS FACILITES AS MAY BE REQUIRED FOR PRODUCTION. 4. HOSPITALS AND LABORATORY SPACES. 5. AREAS IN TUNICA MEDICAL OR DENTAL TASKS ARE PERFORMED ARE EXEMPT FROM THE OCCUPANCY SENSOR REQUIREMENT. OCCUPANCY SENSORS: OCCUPANCY SENSORS SHALL BE CAPABLE OF AUTOMATICALLY TURNING OFF Al.!. THE LIGHTS IN AN AREA NO MORE THAN 30 MINIMS AFTER THE AREA HAS BEEN VACATED. LIGHT FIXTURES CONTROLLED BY OCCUPANCY SENSORS SHALL HAVE A WALL-MCIMED, MAN1AL SWITCH CAPABLE CF TURFING OFF LIGHTS WHEN THE SPACE IS OCCUPIED. AUTOMATIC TIME SWITCHES AUTOMATIC TIME SWITCHES SHALL HAVE A MNIMUM 1 DAY CLOCK AUTOMATIC DAYLIGHT SENSING CONTROLS SHALL: H. AND BE CAPABLE OF BEING SET FOR 1 DIFFERENT DAY TYPES PER WEEK AND NCORPORATE 1. BE CAPABLE OF REDUCING THE LIGHT OUTPUT OF THE CONTROLLED LUMINAIRES WHILE AN AUTOMATIC HOLIDAY SHUT-OFF" FEATURE, UNION TURNS OFF ALL LOADS FOR AT LEAST 24 MAINTAINING A UNIFORM LEVEL OF ILLUMINANCE BY EITHER HOURS AND THEN RESUMES NORMAL SCHEDULED OPERATIONS. AUTOMATIC TIME SWITCHES a CONTINUOUS DIMMING TO AT LEAST 20% LIGHT OUTPUT* OR SHALL ALSO HAVE PROGRAM BACK-UP CAPABILITIES, WHICH PREVENT THE L08S CF B. STEP SWITCHING OF EACH LAMP IN NDMDUAL LUMINAIRES (NONGONTI UCUS DIMMING PROGRAM AND TIME SETTINGS FOR AT LEAST 10 HOURS, IF POWER IS INTERRUPTED. DEVICES SHALL HAVE ADJUSTABLE SEPARATION (DEADEAND) OF ON AND CFF POINTS AUTOMATIC TIME SWITCHES SHALL INCORPORATE AN OVER -RIDE SWITCHING DEVICE WHEN: TO PREVENT SHORT CYCLNG) AND PROVIDE AN AUTOMATIC OFF CONTROL SWITCHING A) ALTERNATE LUMINAIRES IS NOT PERMITTED EXCEPT WITH SINGLE LAMP LUMINAIRES* OR B) C. STEP ono* BY REDUCING THE OUTPUT OF ALL THE LAMPS IN INDIVIDUAL LUMNAIRES BY AT LEAST 80% AND PROVIDE AN AUTOMATIC OFF CONTROL 2. CONTROL ONLY LUMINAIRES WITHIN THE DAYLIGHTED AREA. C) 3. INCORPOiRATE TIME -DELAY CIRCUITS TO PREVENT CYCLING CF LIGHT LEVEL MANGO D) OF LESS THAN THREE MINUTES. ANY SWITCHING DEVICES INSTALLED TO OVERRIDE THE AUTOMATIC DAYLIGHTING CONTROL SHALL COMPLY WITH THE CRITERIA IN SECTION 1513b2 ITEMS A THROUGH E. CONTIGUOUS DAYLIGHT ZONES ADJACENT TO VERTICAL RENESTRATION ARE ALLOWED TO BE CONTROLLED BY A SINGLE CONTROLLIHKG DEVICE SERVING NO MORE THAN EIGHT FIXTURES OR 60 LINEAR FEET OF FACADE WHICHEVER IS LESS PROVIDED THAT THEY DO NOT INCLUDE I. ZONES FACING MORE THAN TWO ADJACENT CARDINAL ORIENTATIONS (IE. NORTH, EAST, SOUTH, VEST). DAYLIGHT ZONES UNDER SKYLIGHTS SHALL BE CONTROLLED SEPARATELY FROM DAYLIGHT ZONES ADJACENT TO VERTICAL FENESTRATION. EXCEPTION: THE FOLLOWING ARE EXEMPT FROM THE REQUIREMENT FOR AUTOMATIC DAYLIUTNG CONTROLS IN SECTION 15133, IF THEY HAVE SEPARATE CONTROL OF THE LIGHTS IN THE DAYLIGHT ZONE, WHICH CONTROL iS INDEPENDENT OF GENERAL AREA LIGHTING. L RETAIL AND RESTAURANT SPACES ADJACENT TO VERTICAL FENESTRATION (RETAIL AND RESTAURANT SPACES UNDER SKYLIGHTS ARE NOT EXEMPT). 2. LIGHTING EXEMPTED BY SECTION 1512. 3. DISPLAY, EXHIBITION AND SPECIALTY LIGHTING COMPLYING WITH SECTION BI3.4. 4. THE FOLLOWING SPACES ARE EXEMPT FROM THE REQUIREMENTS FOR AUTOMATIC DAYLIGHTING CONTROLS IN SECTION 15133 PROVIDED THEY HAVE OCCUPANCY SENSOR CONTROLS THAT COMPLY WITH SECTION 1513bJ: A. SMALL SPACES IN THE DAYLIGHTED ZONE THAT ARE NORMALLY UNOCCUPIED (SUCH AS STORAGE ROOM WITH A WINDOW OR RESTRDOMB) ROOMS WITH LESS THAN 300 8Q,UARE FEET* AND CONFERENCE ROOMS 300 SQUARE FEET AND LARGER THAT HAVE A LIGHTING CONTROL SYSTEM WITH AT LEAST FOUR SCENE OPTIONS AND AN OCCUPANCY SENSOR CONTROL THAT COMPLIES WITH SECTION 1513.61 5. HID LAMPS WITH AUTOMATIC CONTROLS THAT ARE CAPABLE OF REDUCING THE POUER CONSUMPTION BY AT LEAST 50%. 6. HID LAMPS 100 WATTS OR LESS. B. C. E) IS READILY ACCESSIBLE, 18 LOCATED 80 THAT A PERSON USING THE DEVICE CAN NEE THE LIGHTS OR THE AREAS CONTROLLED BY THE SWITCH, OR 80 THAT THE AREA BENG ILLUMINATED iS A*UICIATED, AND IS MANUALLY OPERATED, ALLOWS THE LIGHTING TO REMAIN ON FOR NO MORE THAN 111.10 NOIRE WHEN AN OVER -RIDE iS INITIATED, AND CONTROLS AN AREA NOT EXCEEDING 5,000 SQUARE FEET OR 5 PERCENT OF FOOTPRINT FOR FOOTPRINTS OVER 10000 &QUARE FEET, WHICHEVER 18 GREATER COMMISSIONING REQUIREMENTS: FOR LIGHTING CONTROLS UNION INCLUDE DAYLIGHT OR OCCUPANT SENSING AUTOMATIC CONTROLS, AUTOMATIC SHUT-OFF CONTROLS, OCCUPANCY SENSORS, OR AUTOMATIC TIME SWITCHES, THE LIGHTING CONTROLS SHALL BE TESED TO ENSURE THAT CONTROL DEVICES, COMPONENTS, EQUIPMENT AND SYSTEMS ARE CALIBRATED, ADJUSTED AND OPERATE IN ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS. SEQUENCES OF OPERATION SHALL BE RNCTIONALLY TESTED TO ENSURE THEY OPERATE IN ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS. A COMPLETE REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED AND FILED WITH THE OWNER DRAWING NOTES SHALL REQUIRE COMR^4ISSICNING IN ACCORDANCE WITH THIS PARAGRAPH. . 0*-»4"RS DOOR SCHEDULE ABIVIATIONS 4 v1�I }POOPS NOlm ot:sla J OPENING SIZE DOOR IF E Ii FRAME DETAILS AIM: k IRR TM -AUNNN AL 4101.11, COM ."QM POW DOOR TYPES 6CO1.E• V4' • Pair I $ REMARKS 3'-0' X T'-PY A 60160 PM M4f 4¢b,1,8 1 EXSTNG 1 P2 EXISTING 2 NOEL ALL 00014 to E! IWOICAP ACOMOOLL MARKS DOOR NOTES L PROWS DOPA 011x11"1 mai LETTERE 01 02111111401146 MACM2POII0IEADI1*.MI6 DOOR TO MEM IND CS= E el RELENT M cCOPIED. LOCATE CN t $ NNW d' 1N611031. 2. PROYWU Alp MOTAU. •' I I/a 11411P AEGN4. ET11♦p. OF 110206 NON NE NON WALL EE AD00N0E Ti! DOOR AT DM LAZE SDE OEM FIN SPIN'.$ WM FOR TOUT MOSS TM= C1MRACTEM WALL mm 40' FML AEW! THE FLOfR, MAN= TO TIN UMLI1 OF ME LOT TM= CHAPAM R MP SGA 11ATL MW! TNI FLOW. MANNED 10 Et EHNLI! OF se mem TACTIE DIMMER PER KtYJAMI ASLI-2WE SWIM WW1 RL P110110! SNOW PER CGDE G01*1010 E WIN GWtf. 4 PRIDE 1/41! NDICATN0 ROC4111a. a GOLD COW. k ALL DOOR KNOCEI4M1 TO!! SNTLE ACTION LMR ADA T4p1I HAMM ATAPE11111 1 LOCK10601C01. a Awe= TO 114101 M0ETNE INTERIOR SIGN CI.4ART SIGN 1 SIGN 2 RESTROOM SIGN TYPE VISUAL DEAIL* PIGTO$RAPH SIGN MATERIAL ACRYLIC PLASTIC, ALL LOCATIONS NIERS FIRE EX11N6UISINERS ARE PROVID$D FIRE EXTINGUISHER SIGN TYPE PICTOGRAPH SIGN MATERIAL ACRYLIC R.A5T1G L NAWar AOCCUPANCY HAVNAAN =PMLOAD OPISO 0RL116,NOM MEN Al04AWHQ U.0LTMKHANUMW*DOOR(MIOWMAK!XON OR PA0.0' 0001& MAY Mal OE01EC ENGE LS TTM 3 I11431 6TAlU. • ma Walk DEVICE NW/ DEMNIMENIELE A6 LOOM' • WANLY VOW MAKE NMI SALMI POSED CH Se NNW WNW OR A0JACMC TO THE DOOR 0A1244 EMU= lie $1614 MALL N LONERS 1 WE ONION A CONIRAA11N6 OAC140M0110. 1 DOOR SWAM WWiMM 10 NOW Tie MIACi! MEAD YEMRICALLY SHIM. M. A MOON OMRCCE 01 T0! FUN NCE 1X19DN3 lie RLL 60141 CP TOE: DOOR PAU6 CREATN110WIMIONTAL OR VERIICAI. Jan N 61011 MAIM NULL DE MINN MIA 0i' 1111 GALE PLAIN .46 TNt OMER i PAR -OF -DOOM *146014A6 N NYL OPERATED RAH UOLT6 NOT PER1111E1 .V10 mama R.UGH MOUE TOW LVED AW IA. CMONNEM OR 61ati4CE4G0INi®HARDU411 POR THE DOOR LEAP RAYNE Tie AUTOMATIC NAN DOLT& 4. 111001ROLD6 AT DOO1IAYb IF PRIDED MMEIM2D6 AT DOOMPAYS WALL EER' Nd1144111111 N ie10IT. RAVED 7106110.06 AO CNN= N LEAL AT 0001163416 WALL C01'I.Y N11SWIM* 106 AND P. NW: WNM NEM1R• NANDUa PELLE LA7CME4 LODES AND OVER OPEd4TWI DEMO NULL EE NITALTO 14 WW1 MMC AIO 46 Niles MAX. MOVE Tie FLOOR ~ 111 M EMI OiONMOMD NOT TENT0* PI4,PN0106,ORRTOSTNII DOOM TILE A6WY'E 7 FOR OTelet 6Dl41Ei*I SLC 14011001SDOME lieDOWATOINALLMEAWWIN ECIWTO 0.0210 PONCE. to NINNERNOMOLOWNE Daft VENOM GLOOM NMI NOT EXCEED A W10est NMINN NAL ININ C1E9 A9 A IE•POUND 117110E. tie POOR WALL Wel TO AiLL4q'1N P01T00N 6011111=1112 TD A spate POKE. 100016 WALL U A'PLDe TO Tie LATCH 01.10104 AN ROUTE. At 01TBMOR DOOM WNW monnatimam. OOND(R400O Ream A 01.06NS PM36111M WAIN DUN 6E P0tip4 MAR OPERATED 00006 OLAL1. ME *01 WON Tie AOCENWLE 11016E OF TMAVIL. & SPEED O'DOOR 111=am DOOR 01.04 leOW.LEEA M= 60 EMT WM AN Orel MIME al tio se tit PM= IOWA TM/ DOOR TDAN OrN1 PON1104 OF 0WWW6 NOLL U.S SWOP MIK i WEED GP000R111EMU NNNOI• DOWWWI01oan$WlEEAMEND60TEAT014TieOPENP010NONO'G0awe*TN0POWNWLMOaTDTOE MOM roam NNMan M 111. m NEN AT11EEXIT MDC00PLYNiEMICC AMUWILL EEMEOWEDADJACENTTO!AONDOORTOANE:Y21I6STARRIAEMOERQTM 6AY140THE DEIONWIE I. 61111E CATLINS DOORS AIe N FULLY OPEN PONTIC( MERMEN MIMEOS 6WJ.ITE 0Q'O!9 ATO 116A4.! REOM EOM etas ICC ,IBU-2M 6 SECTION 40471 LIGI-IT F JREQUiREMENTS 3"=1'-a," AI E SCI -REDUCE MARK TYPE MANUFACTURER M SYBOL WATTSO /1141"I=NO PS NOTES T YPE E 2'x4' TROFFER EXISTING EXISTING >< RELOCATE PER OWNER F2 SURFACE MOUNTED EXiT LIGHT LED LITHONIA LQC-W-I-R-ELN OR SIMILAR 25 I LED N F3 EMERGENCY LIGHT LITHONIA ELM2 LED OR SIMILAR 15 2 LED E TRACK LIGHT EXISTING EXISTING 1 IA A F5 NEW PENDANT LIGHT LED MINI PENDANT CENTER THE COUNTER W. X 95 1 LED F6 LED TROFFER LITHONIA 2GTL 2 X 215 1 LED DRAWN: M F -I JOB NO: 17012 'lL-16/4 AY/ SUITE L4N4 pc SUSPENDED CE IL ING NOTES: I. SUSPENDED CELESTE ARE TO BE DESIGNED PER ASTM 0635-6 2. ONLY A HEAVY DUTY T -BAR GRID SYSTEM SHALL BE USED. 3. WIDTH OF THE PERIMETER SU®PORTNG CLOSURE ANGLE (WALL ANGLE) SHALL BE NOT LESS THAN 20 INCHES. 4. ON TWO ADJACENT SIDES, THE GRID SHALL BE ATTACHED TO THE WALL ANGLE POP RIVETS ARE ACCEPTABLE. ON THE OTHER TWO SIDES, THERE SHALL IBE A 1 NCH CLEARANCE EETWEEN THE MS OF THE GRID AND THE WALL. 8. ON THE OTHER IWO SiDES, THS SHALL BE A INCH CLEARANCE BETWEEN THE BINDS OF TINE GRID AND THE WILL 6. STABILIZER BARB ARE REQUIRED TO PREVENT THE SPREAD OF MAN BEAMS AND / OR CROSS TEES. 1. PERIMETER SUPPORT (TAIL) WIRES ARE REQUIRED UHTHN EIGHT NOES OF THE WALL FOR ALL EDGES. 8. VERTICAL HANGERS SHALL BE NO.12 GAGE WIRE SPACED AT 4 FEET OW CANTER OR 110. IPJ GAGE SPACED AT FEET ON CENTER ALONG EACH MAN RUMMER THREE WIRE TURA REQUIRED. WITHIN I -b OUT-OF-PWME LN.E86 COWER-BLOPM WIRES' AM PROVIDED. S. LATERAL BRACING S REQUIRED: SPLAY WIRE PODS AT 12' MAX. OAC. AND 6' MAX FROM WALLS. UE RECOMMEN2 THE INSTALLATION CF TRULY COMFRE88IBLE STATS (ECG. SPRING LOADED), OR NO STRUTS AT ALL 10. CEILINGS OVER 2500 SF MUST HAVE SEISMIC SEPARATION JOINTS CR RLL HEIGHT PARTITIONS THAI BREAK THE CEILING UP INTO AREAS NOT EXCEEDING 2500 8F. 11 FOR CEILINGS WITHOUT RIGID BRACING, SPRINKLER HEAD AND OTHER PENETRATIONS SHALL HAVE A 2 -NCH OVERSIZE RNC+, SLEEiE, OR ADAPTER THROUGH THE CEILING TILE TO ALLOW PM RASE MOVEMENT OF AT LEAST 1 -INCH N ALL HORIZONTAL DIRECTIONS* OR SPRINKLER HEAD EXTENSION TO HAVE A SUING JONT THAT CAN A0001I ODATE I MIN OF CEILING MOVEMENT N ALL HORIZONTAL DIRECTIONS. 12. CHANGES N CEiLNG PLAN ELEVATION SHALL BE PROVIDED UN POSTIVB BRACING 13. CABLE TRAYS ANC ELECTiRICAL CONDUITS SHALL BE SUPPORTED INDEPENDENTLY CF THE CEILIN . WALL MIN. 3/4" AT UNATTACHED WALLS SPREADER BAR OR OTHER SUITABLE SYSTEM REQUIRED TO KEEP PERIMETER COMPENTS FROM SPREADING APART r/ \ UNATTACHED WALL MOLDING JREQUiREMENTS 3"=1'-a," AI SOUND INSULATION I R STUDS ,RJ 45" 0.C. TERNATE DIRECTION, CONNECT TO ROOF STRUCTURE. i01-0 AFF. SUSPENDED A.C.T. CONTRACTOR TO VERIFY HEIGHT OF CEILING WITH TENANT METAL TRIM METAL STUD 5/8" TYPE 'X' G.W.B. WALL/CE iL iNG INTERSECTION NTS r -N\ ,,,...3...) ATTACHED WALL MOLDING REQUIREMENTS AI 0 Ul 0 A I R STUDS ,RJ 45" 0.C. TERNATE DIRECTION, CONNECT TO ROOF STRUCTURE. i01-0 AFF. SUSPENDED A.C.T. CONTRACTOR TO VERIFY HEIGHT OF CEILING WITH TENANT METAL TRIM METAL STUD 5/8" TYPE 'X' G.W.B. WALL/CE iL iNG INTERSECTION NTS r -N\ ,,,...3...) ATTACHED WALL MOLDING REQUIREMENTS 311,11 -/Li 0 Ul 0 REFLECTED CE IL iNG PLAN NOTES: 1. LIGHTING SYSTEM IS SHOWN SCHEMATICALLY AND iS TO BE BIDDER DESIGNED TO MEET SPECIFICATIONS, PANEL DESIGN AND APPLICABLE COPES AND REQUIREMENTS. SEE PROJECT MANUAL. 2. MECHANICAL SYSTEM IS SNOUN SCHEMATICALLY AND IS TO BE BIDDER DESIGNED TO MEET SPECIFICATIONS AND APPLICABLE CODES AND REQUIREMENTS. 3. ELECTRICAL, MECHANICAL, 4 SPRINKLER DESiGNi WILD CONTRACTORS ARE RESPONSIBLE FOR COORDINATION W/OTHER SYSTEMS TO AVOID CONFLICTS. 4. EMERGENCY BACK UP LIGHTS SHOWN IN SCHEMATIC DESIGN. CONTRACTORS TO PROVIDE NUMBERS AND LOCATION OF FIXTURES PER CITY OF PORTLAND JURISDICTION. 5. NO PLUMBING LiNES TO PENETRATE (CORE DRILL) THROUGH STRUCTURAL PT SLAB At THE CEILING/FLOOR ASSEMBLY OF THE GARAGE. 6. INSULATE ALL WATER SUPPLY LINES. 9.250.051 REFLECTED CEIL1N PLAN SCALE: 1/41"=1I-0" NOTES: MAKE NECESSARY ADJUSTMENTS TO THE LIGHTING, SPRINKLERS AND HVAC CONFIGURATIONS. REFECT IYE CE IL iNG PLAN KEY NOTES: * EXISTING GUTS CLEAN AND PAINT IF NESSECARY EXISTING LIGHTS TO BE REUSED -NEW LOCATION BY OWNER EXISTING CEILING GRID AND TILE TO REMAIN EXISTING CEILING GRID TO REMAIN REPLACE TILE WITH ARMSTRONG ViNYL GYPSUM, CLASS A FIRE RESISTANT,24 " X 48"X1/2 "thk, WHITE *1-128 WH IN KiTCHEN AREA FLAT SCREEN TV PROVIDED BY OWNER INSTALLED BY CONTRACTOR EXACT LOCATION PER OWNER bri RECEIVED CITY OF TUKWiLA MAY 10 2017 PERMIT CC 1-- 6 O N - V w o © z _v=i L. I. 1¢- A3► - 0 Ul 0 0 N in0 W. X DRAWN: M CHECK: CFP JOB NO: 17012 'lL-16/4 AY/ SUITE L4N4 pc P I RSCHER C ARCHITECTS GDA + Plrscher Architects 23114 100 AVE NI EDMONDS, WASHINGTON, 88020 (206)363.4S68 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 18 2�1� CofTukwila Hui nINity . e DIVISION SHEET: j4-3.1 Eau i FM E N T SCHEDULE ITEMS PROVIDED BY OWNER/TENNANT AND INSTALLED BY GENERAL CONTRACTOR. ;R ) w I O CO . < u, i► QTY No. DESCRIPTION MANUFACTURER & MODEL## 1 1 BLENDER BLENDTEC STEALTH 875 wattage -1800.0 watts 120v/50/60/1 -ph 1 2 Ice -O -Matic /Day Nugget Ice Maker w/ 510 -lb Bin GEM0650AB55PS 770 -lb 110v VERIFY H2O REQUIREMENTS AND DRAIN 1 3 SANDWICH PREP TABLES KOOL-IT KSTM-60-2-60 115/60/1-ph19.5 amps 1 4 2x Secura 8100MC 1800W Portable Induction Cooktop Countertop Burner, Gold 115v/60/1-ph6 amps a 1 5 Avantco 48" Narrow Glass Door Back Bar Cooler Stainless Steel Top and LED Lighting UBB-24-48G 120 Volts 15 amps 6 NOT USED Paragon 115V 8 Amps 1 7 1 DOOR REACH—IN REFRIGERATOR Adcraft USRF-1D/19 U -Star 19 Cu Ft 1200watt 120V 10 Amps 1 8 1 DOOR REACH IN FREEZER Adcraft U -star USFZ 1d 1 door reach in freezer 115v/60/1 -ph 9.4 amps 1 9 HANDSINK 9x9 John Boos PBHS-W-0909 Hand Sink, Wall Mount, 115v/60/1 -ph 8.3 amps 1 10 3—COMP POT SINK 68.5"x25.5"w/DRAIN BOARD W/FAUCET ,John Boos E358 -1620-12R18 Sink 1 11 18x27 SS SHELVING UNIT NSF 6 Tier Commercial Grade Shelf 1 12 2 Gal Hot Water Dispenser 200 Degrees Fahrenheit Bunn 02500.0001 120v/60/1 -ph 1800w 15 amps 2 13 Autocut Manual Hand Towel Roll Dispensers - Smoke IJSD-5300B-5-1 GDA + Plrecher Architects 23114 100 AYE W EDMONDS, INASHIN&TON, ci8020 (206)6S -i668 2 14 30x30 SS TABLE 4 15 3.5 gallon Narrow Iced Tea Dispenser punn 39600.0001 TDO -N-3.5 3.5 Gallon 1 16 Ice Bin, 24in.x2lin., 5in. Backsplash, 12in. deep, Insulated Chest Krowne 21-24 2100 Series, 1 17 3REASE INTERCEPTOR CONTRACTOR TO SPECIFY AND PROVIDE 1 18 JOT USED 2 19 LIQUID SOAP DISPENSER 1 20 V1op Sink 24" x 24" x 10" Mustee 63M 1 21 50 GAL ELECTRIC WATER HEATER Rheem XF5 1Mf1B..ST45u 1 1 22 EMPLOYEES LOCKER 1 23 Tabletop Napkin Dispensers - Black Pearl SAN JAMAR 1 24 1 COMP SINK -24" wide x 24" front -to -back x 14" deep compartment John Boos E158 -24-14-X Sink 25 RIOT USED 2 26 CUSTOM COUNTER FRP It it HALL SHELF FRP FRP 3-COMPARTNT POT/DISH 5 m I CP INK 50 GAL WATFR HEATER SEISMIC STRAPPING SEISMIC STRAPPING DRIP PAN FRP INTERCEPTOR MOP SINK CIPTela WALL MOUNTED PLATFORM SEE 3 4/A-7.2 5/8" GYP.BD, 2x4 WOOD STUD, 5/8" EXTERIOR GRADE PLYWD. 1/21 "WONDERBOARD", FRP FINISH, SEE PLAN AND NOTE FOR HT. AND LOCATION. WONDERBOARD/FRP FINISH TO BE SILICONE SEALED TO I" LIP MOP BASIN TO BE BONDED/SILIC.0 SEALED TO PLYWOOD PER MFR. RECOMMENDATIONS. WEST WALL SCALE: 1/2" - 110" Adik TOP OF PLYWOOD BACKING EL: 102" oft TOP OF PLATFORM EL:c16" Adai BOTT. OF PLYWOOD mf BACKING EL: 86" PLATFORM SHELVING; 24" DEEP WIRE SHELVING W/ MATCHING WALL MOUNT BRACKETS, SEE EQUIPMENT PLAN AND SCHEDULE FOR COUNT, SIZE, AND LOCATION. PACKAGE IB PART OF OWNERS EQUIPMENT PACKAGE INSTALLED BY THE GENERAL CONTRACTOR. (14111MrAlir G.G. TO ANCHOR WALL BRKTS. W/ �=%1 #I0 PHILLIPS HEAD SCREW (2") �''' 5/8" PLYWOOD BACKING IN LIEU 5/8" GYP. BOARD INSTALLED BY THE G.G. STUD WALL FRAMING FRP WALL FINISH MATERIAL MOP SINK DETAIL I -I/211=11-0" SHELVING DETAIL -I/211=11-011 EXIST HOT WATER T OVER MOP SIilfG\— — 0 -- XiSTI�NG RES -MI OOM 1 OFFICE/ STORAGE IIs — -\ ,; ' ........../...... OFFICE/ STORAGE RM SHELVING UNIT II 0 0 FRP FRP FRP FRP PAPER TOWEL DISPENSER SOAP DISPENSER FRIG ICE MAKER HAND SINK �mflry N. FRP FREEZER FRP FRP CUSTOM COL NTER EAST WALL SCALE: 1/2° - 110" HE TH DEPT. NOTES 1. An indirect waste drain is required for the food preparation sink, three -compartment sink, mechanical diehuasher, Ice machine, pop dispenser, running water dipper well, steam table, walk-in refrigeration, and any equipment In which food is placed. 2.If the establishment continues to be in operation during the remodel, dust barriers must be installed to ensure that food protection and safety are not compromised. The food service establishment will be required to discontinue operations if any disruption in water, electrical, or s service occurs, due to the remodel. 1-landwash facilities must be kept accessible and functional during all hours of food service establishment operation. 3.A horizontal separation of at least 16 inches or a vertical partition of 16 inches in height is required between the food preparation sink and all other sinks and/or sources of contamination. 4.1 -lot water must be available to all handwash sinks within 15 seconds. The hot water for the facility must, not be used at any plumbing fixture for a minimum of 6 hours prior to the preoperational inspection. This is required so that proper testing of the 13 -second time requirement for hot water availability can be completed. 5.All food service equipment, both new and used, must be listed by the National Sanitation Foundation (NSF) or equivalent for its intended use. Used and new refrigeration must be capable of holding potentially hazardous food at 41'F or below. 6.Useed equipment is subject to onsite inspection to determine acceptability for use in the proposed food service establishment. Used equipment must be clean, in proper operating condition, and In good repair. Used refrigeration must be capable of' holding potentially hazardous foods at a temperature of 41'F or below 1.Extra wall protection is required on walls behind all sinks, including restroom handwash sinks, and food preparation counters and tables. A 16 -inch high backaplash of' plastic laminate, fiberglass -reinforced plastic or equal is acceptable. A backsplash higher than 16 inches is required on the wall behind counter top equipment taller than 16 inches. Floor to ceiling protection is required on the wall behind dishwashers. Wall protection behind mop sinks must cover the entire splash zone. Plastic coated hardboard is not acceptable. &All floors in the kitchen, food preparation, food service, food storage, and dishwashing areas must be surfaced with a durable, nonabsorbent, easily cleanable material. Expansion joints, Beams, saw cute and the like in concrete floors in all areas, Including customer seating areas, must be filled and sealed so as to provide a smooth and cleanable surface. S.T'he ceiling above the food preparation areas must be nonperforated, nonabsorbent, snooth and easily cleanable. 10. All light fixtures in food preparation and storage areas must be provided with covers or shatterproof bulbs. 1I. Plumbing must meet state and local codes. 12.The ventilation system shall be installed and operated to m applicable building, mechanical and fire codes. X 1 4 BACK OF KITCHEN 0 FD 9ELOW KITCHEN/ ,.- SERVICE a DINING AREA 11 NAPKEN,STRAW, TRASH COUNTER A COMPLIANT COUNTER CITY OF TUKWILA MAY 10 2017 PERMIT CENTER NO CHANGES WILL BE MADE WITHOUT HEALTH DEPARTMENT APPROVAL PUBLIC WEALTH - KiNG COUNTY HEALTH DEPARTMENT INSPECTION REQUIRED UPON COMPLETION OF WORK PRIOR TO OPENING i 1 F SCALE: 1/4"=11-0" br7 Oas t - O 0, ;R ) w I O CO . < u, i► nESGRI PTI ON a NZ IfX DRAWN: H CHECK: CFP .Jos NO: 11012 [14 al‘r1 40', SUITE INTERIOR P 1 RSCHER A ARCH I TECTS GDA + Plrecher Architects 23114 100 AYE W EDMONDS, INASHIN&TON, ci8020 (206)6S -i668 REVIEWED FOR CODECOMPLIANCE APPROVED MAY 18 2011 City of Tukwila BUILDING DIVISION SHEET: 1 _1 PRODUCT SPECIFICATION DRAWING QUICK STANDTM #50-SWHP-W Wall Mounted Equipment Platform PAN ASSY 026.50 (Inside Wall) ALL DIMENSIONS IN INCHES DRAIN BODY ASSY WALL STRUCTURE The Wall Mounted Equipment Platform is engineered to support water heaters up to 50 U.S. gallons (or other equipment up to 600 pounds total weight) mounted to a wall. This item also serves as a drain pan. Product Information: • • • • • • • • • Material: Pan: 12 gage CRS, galvanized Corner Brackets (4): 14 gage CRS, galvanized C -Brackets (2): 16 gage CRS, galvanized 45° Brackets (4): 12 gage, CRS,galvanized Threaded Rod (2): Low carbon teel, zinc plated, 3/8" x 37.10" long Wide platform allows water heaters up to 26-1/2" diameter Watertight corners and drain fittings eliminate need for additional drain pan Static load rating 600 pounds with 2X safety factor (depending on structural anchorage) Professional Engineer stamped documentation available Includes PVC drain body 1" MIPT x 1" FS Galvanized steel construction Suspends with user supplied 3/8" hardware to mount to wall, 4 places Installation instructions for mounting to concrete or framed wall structure available Patent Pending THIS INFORMATION IS PROPRIETARY TO HOLORITE AND IS SUBJECT TO CHANGE WITHOUT NOTICE. IT MAY NOT BE REPRODUCED IN PART OR WHOLE WITHOUT WRITTEN AUTHORIZATION. OLD oEL: CONVERTING MAKESHIFT METHODS INTO ENGINEERED SOLUTIONSsM 800-321-0316 OR 760-744-6944 / FAX: 760-744-0507 / WWW.HOLDRITE.COM spec_50-SWHP-W RevE "C" Bracket, 2 places 45° Bracket, 4 places Product Submittal Job Name: Date: Part Number: Qty: Architect! Owner: Contractor; Notes: A p.4: .'l• 11),A41 (: Y).).E:' -tc /J('t ttlrt f' . 5ege3 ,, ago CA .'r1L11,'.,_, 97% (Otte LATIVO (14/1. 1 . fix t .r.7 't' Di .,"411-,' /1,- ., ' <T /Pte is.... lb c R, 1 1 . 6me, Tz 4.13.�d;t tri .,..-E -1- ; i.. ,. Cc R 0'r 1('l -...(z) t -.C: 43)x ( 3t')ui: INtt Akar C2) -) NATER TANK PLATFORM�/ HOT [ P.1 ] PAINT' SEMI—GLOSS PAINT COLOR BY NTS A p.4: .'l• 11),A41 (: Y).).E:' -tc /J('t ttlrt f' . 5ege3 ,, ago CA .'r1L11,'.,_, 97% (Otte LATIVO (14/1. 1 . fix t .r.7 't' Di .,"411-,' /1,- ., ' <T /Pte is.... lb c R, 1 1 . 6me, Tz 4.13.�d;t tri .,..-E -1- ; i.. ,. Cc R 0'r 1('l -...(z) t -.C: 43)x ( 3t')ui: INtt Akar C2) HOT WATER TANK PLATFORM NTS BLACK TRIM (2) i" MELAMINE SOARD ANGLE IRON LAG SCREUS P -LAM COUNTER TOP 6" METAL STUD FRP I" GW VINYL PLANK PANEL I PARTITION NALL I'—I'O" 4 1 II 2 211 1 PARTITION FASTEN TO COUNTER 6 CORNERS AND EVERT' 2' SLACK COVED SASE 2' TRIM DISPLAY OP \ RETAIL MERCHANDISE LOCATION AND HEIGHT 5Y OUJNER I I I I I yy/ //// / / /0000017e 4 SIDE OF COUNTER SCALE: 1/2" - 1'0" (_2) PARTITION 1NALL ENLARGED 5"-I'0" OMR Pos PO4 /y/ ORDERING AREA SCALE: 1/2" - 1'0° FINISH SCHEDULE tN4 [ F.1 ] FLOORING' CLEANED,SANDED,SEALED CONCRETE AND PAINTED GRAY AND BLACK SEE PHOTO 6' BLACK COVED BASE [ P.1 ] PAINT' SEMI—GLOSS PAINT COLOR BY OWNER REINFORCED PANELS) [ N,i ] FRP' SEQUEN(FIBERGLASS A COLOR' BY OWNER FINISH' PEBBLED [ M.2 PONY WALL COVERING' ] VINLY FLOOR PLANK SEE EXAMPLE PHOTO [ 14.3 ] PARTITION PANEL ABOVE SHORT WALL' INSTALLED BY CONTRACTOR 4° r P.i EXISTIIN - RES -'ROOM P.1] [F.1] P. C-1).1 j OFFICE/ ] STORAGE P.1 • P. [ M.2 :MI3] [P.1] RACK OF KITCHEN [ ma ] [F.1] [F.1] [F.1] KITCHEN/ SERVICE C1] DINING AREA CONCRETE FLOOR FINISH ;F.1] [P.1] FINISH PLAN SCALE: 1/4 _ 1'_0" CRAY VINYL FLOOR PLAN< r7 RECEIVED CITY OF TUKWILA MAY 10 2017 PERMIT CENTER 1- 0 tN4 N Wc.., wz O • 0 cn0 0 w 0 <ry 0 t- -ILI 6 � irlIIIIIb C I DRAWN: M CHECK: CFP JOE NO: 11012 WADY, SUITE 31Q PIRSCHER CDA 1 ARCHITECTS GDA + Pirscher Architects 29114 100 AVE IN EDMONDS, WA5HINSTON, 80020 (206)968-8660 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 18 2011 City of Tukwila � tllntnlr; 1niv1SIONJ SHEET: A 1_2