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HomeMy WebLinkAboutPermit D15-0029 - 393 BUILDING / VACANT SPACE - TENANT IMPROVEMENTVACANT SPACE 393 STRANDER BLVD D15-0029 City of Tukwila Department of Community Development * 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.Rov DEVELOPMENT PERMIT Parcel No: 2623049064 Address: 393 STRANDER BLVD Project Name: VACANT SPACE Owner: Name: REGENCY CENTERS LP Address: PO BOX 790830 C/O PROPERTY TAX DEPT, SAN ANTONIO, WA, 78279 Contact Person: Name: SCOTT HOUGHAM Address: 14114TH AVE SUITE 1306, SEATTLE, WA, 98101 Contractor: Name: ARCON TENANT IMPRVNT CNTRS LLC Address: 5150 VILLAGE PARK DR SE STE 10, BELLEVUE, WA, 98006 License No: ARCONTI864C1 Lender: Name: REGENCY CENTERS Address: 5335 SW MEADOWS SUITE 295, LAKE OSWEGO, WA, 97035 DESCRIPTION OF WORK: Permit Number: D1S-0029 Issue Date: 5/26/2015 Permit Expires On: 11/22/2015 Phone: (206) 682-6170 Phone: (425) 894-8420 Expiration Date: 2/21/2016 INTERIOR DEMOLITION OF AN EXISTING 8,015 RESTAURANT SPACE. CONSTRUCTION OF A NEW METAL STUD DEMISING WALL SEPARATING THE SPACE INTO TWO NEW FUTURE TENANT SPACES. THE NORTH SPACE (393A) WILL BE APPROXIMATELY 3,777 SQ FT AND THE SOUTH SPACE (393B) WILL BE APPROXIMATELY 4,238 SQ FT. THE DRAWINGS SHOW PLUMBING WORK, BUT IT IS ONLY FOR COORDINATION WITH FUTURE PERMITS. THESE ARE SHELL AND CORE IMPROVEMENTS ONLY. FUTURE TI PERMITS WILL ESTABLISH FINAL OCCUPANCY. Project Valuation: $155,000.00 Fees Collected: $3,368.98 Type of Fire Protection: Sprinklers: YES Fire Alarm: Type of Construction: VB Occupancy per IBC: A-2 Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2012 2012 2012 2012 2012 National Electrical Code: WA Cities Electrical Code: WAC 296-466: WA State Energy Code: 2014 2014 2014 2012 Public Works Activities: Channelization/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: Lk J .� J Dater 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 and agree to the conditions attached to this permit. Signature: 0-0 Print Name: &� CA n A)010 r1k 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: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 6: 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. 7: 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). 8: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 9: 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. 10: All mechanical work shall be.inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 12: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 13: All interior demo debris must be removed prior to demo of the automatic sprinkler system. Contact the Tukwila Fire Prevention Bureau at 206/575-4407 for an inspection of the building prior to shut down of the automatic sprinkler system. 14: Maintain coverage and operability of portable fire extinguishers, sprinkler systems and fire alarm systems during demolition and construction. 11: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 15: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 16: 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 0502 LATH & GYPSUM 0601 WALL INSULATION A M CITY OF TUKW 1 Community Development Department • Public Works Department • Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 hitp://www.TukwilaWA.gov Building Per_ -.No. �� 000 Project No. Date Application Accepted: 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.. 262304-9064 Site Tenant Name: 393 Strander Boulevard PROPERTY OWNER Name: Regency Centers Address: 5335 SW Meadows - Suite 295 City: Lake Oswego State: WA Zip: 97035 CONTACT PERSON — person receiving all project communication Name: Scott Hougham (Fuller Sears Architects) Address: 1411 4th Avenue, Suite 1306 City: Seattle State: WA Zip: 98101 Phone: (206) 682-6170 Fax: (206) 682-6480 Email: shougham@fullersears.com GENERAL CONTRACTOR INFORMATION Company Name: Arcon TI Contractors, LLC Address: 5150 Village Park Dr., Suite 101 City: Bellevue state: WA Zip: 98006 Phone: (425) 289-1660 Fax: Contr Reg No.: CC ARCONTI864C Exp Date: 02/21/2016 Tukwila Business License No.: Suite Number: 393 Floor: I New Tenant: ❑ .....Yes ®..No ARCHITECT OF RECORD Company Name: Fuller Sears Architects Architect Name: Bill Fuller Address: 1411 4th Avenue, Suite 1306 City: Seattle State: WA zip: 98101 Phone: (206) 682-6170 Fax: Email: bfuller@fullersears.com ENGINEER OF RECORD Company Name: 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: Regency Centers Address: 5335 SW Meadows - Suite 295 City: Lake Oswego State: WA Zip: 97035 H:\ApplicationsT'orms-Applications On Line\2011 ApplicationsTermit Application Revised - 8-9-11.docx Revised: August 2011 Page I of 4 bh BUILDING PERMIT INFORMATI( - 206-431-3670 A Valuation of Project (contractor's bid price): $ 155,000 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): INTERIOR DEMOLITION OF AN EXISTING 8,015 SF RESTAURANT SPACE. CONSTRUCTION OF A NEW METAL STUD DEMISING WALL SEPARATING THE SPACE INTO TWO NEW FUTURE TENANT SPACES. THE NORTH SPACE (393A) WILL BE APPROXIMATELY 3,777 SF AND THE SOUTH SPACE (393B) WILL BE APPROXIMATELY 4,238 SF. THE DRAWINGS SHOW PLUMBING WORK, BUT IT IS ONLY FOR COORDINATION WITH FUTURE PERMITS. THESE ARE SHELL AND CORE IMPROVEMENTS ONLY. FUTURE TI PERMITS WILL ESTABLISH FINALOCCUPANCY. Will there be new rack storage? ❑..... 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 19,300 8,015 0 0 V B A-2 2 "d Floor 3r 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): 260,410 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: 220 Compact: 80 Handicap: 10 Will there be a change in use? El ....... Yes Z....... No If "yes", explain:, FIRE PROTECTION/HAZARDOUS MATERIALS: V ....... Sprinklers ❑ ....... Automatic Fire Alarm ❑ .......None ❑ .......Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ....... Yes Z .......No If "yes, attach list of materials and storage locations on a separate 8-112" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ ....... On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. 19 H:Wpplications\Forms-Applications On Line\201 I ApplicationsTermit Application Revised - 8-9-11.docx Revised: August 2011 Page 2 of 4 bh I PUBLIC WORKS PERMIT INFOF MON - 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila El ... Water District #125 ❑ .. Highline ❑ .. Renton ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ... Valley View ❑ .. Renton ❑ .. Seattle ❑ ...Sewer Use Certificate ❑ ... Sewer Availability Provided 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 ADolication (mark boxes which an ❑ ...Civil Plans (Maximum Paper Size — 22" x 34" ❑ ...Technical Information Report (Storm 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/Bxcavation/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 El.. Curb Cut ❑ .. Pavement Cut El.. Looped Fire Line ❑ ...Permanent Water Meter Size... " ❑ ...Temporary Water Meter Size.. " ❑ ...Water Only Meter Size............ " ❑ ...Sewer Main Extension.............Public ❑ ❑ ...Water Main Extension.............Public ❑ FINANCE INFORMATION Fire Line Size at Property Line ❑ ...Water ❑ ...Sewer Monthly Service Billing to: Mailing Address: Water Meter Refund/Billing: Mailing Address: WO# WO# WO# Private ❑ Private ❑ ❑ .. Grease Interceptor ❑ .. Channelization El.. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Deduct Water Meter Size 17 Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Day Telephone: City Day Telephone: City State Zip State Zip li:\Applications\Forms-Applications On Line\2011 ApplicationsTermit Application Revised - 8-9-1I.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 OR A Date: 02/04/2015 Print Name: Scott Hougham I V Day Telephone: (206) 682-6170 Mailing Address: 1411 4th Avenue, Suite 1306 Seattle WA 98032 City State Zip H:Wpplications\Forms-Applications On Line\2011 ApplicationsTermit Application Revised - 8-9-1 Ldocx Revised: August 2011 bh Page 4 of 4 DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $2,082.56 D15-0029 Address: 393 STRANDER BLVD Apn: 2623049064 $2,082.56 DEVELOPMENT $1,983.60 PERMIT FEE R000.322.100.00.00 0.00 $1,979.10 WASHINGTON STATE SURCHARGE 13640.237.114 0.00 $4.50 TECHNOLOGY FEE $98.96 TECHNOLOGY FEE TOTAL1 R000.322.900.04.00 0.00 $98.96 Date Paid: Tuesday, May 26, 2015 Paid By: ARCON TENANT IMPRVNT CNTRS LLC Pay Method: CREDIT CARD 274512 Printed: Tuesday, May 26, 2015 11:25 AM 1 of 1 /�QJw L1 �1 SYSTEMS Date Paid: Wednesday, February 04, 2015 Paid By: FULLER SEARS ARCHITECTS Pay Method: CHECK 013330 Printed: Wednesday, February 04, 2015 3:49 PM 1 of 1 RWYSTEMS INSPECTION RECORD (�r�®� Retain a copy with permit I PE ON N-g] 0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type%}ofjn ection:t r p Address: i Date Call Special Instructions: Date Wanted: c — a.m. (5— p.m. Re ester Phone o: _ �'G-�% .,Inspector: Date:/�-- ❑ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ON INSPECTION RECORD i� `� '6 Retain a copy with permit SPE NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 9818$�jd �/i (I 4�1�70 Permit Inspection Request Line (206) 438-9350 t �"` 1 (� Protect: Type nf-Inctiot( e Gas d 611 � 11: ( Date Called. Special Instructions: Date Wanted: _ a.m. 0 5 V p.m. Re qy ester: 1� U& & co P [Qlrl (J't 0 Phone 2 — ! o .- a 7 77 Inspector: 4—K Date D rs— REINSPECTION FEE REQUIRED. Prior to next inspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Catl to schedule reinspection. 4�C.y Ke- INSPECTION RECORD Retain a copy with permit Dis 06 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: � T f Inspection:�, / Address: fir^ � � J� U� Date Cal Speci-all Instructions: �� Date Wa ted: a.m. �t5 p.m. Requester: Phone No: Inspector: Date: El 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 Proje ` s PAct Type of Inspection: rI Address: 3 Date CaII d: Special Instructions: Date Wanted: a.m. p.m. Requester: 1 _ ���'i\- A�CO✓I Phone No: 2 ftca22-)3 El REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Catt to schedule reinspection. La—w INSPECTION RECORD Retain a copy with permit IN E ON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Proj'f ct: c a Type of Ins ectio r Iu- A dress: ?2 )iii-� VW Date Called: Special Instructions: AM Date Wanted: a.m. 0- p.m. Requester: Jb1tA-f Phone No: Inspector: Date? REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Ed: INSPEI Retain a INSPECTION NO. :TION RECORD is -- copy with permit PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 PrQjt Type of Inspection: � A�ress; 5� � � ate ailed: Special Instructions: Date W rated-a.m. '� p.m. Requester: Phone No: Approved per applicable codes. Q Corrections required prior to approval. Inspector: K::C� Date7 ` / — (J — REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 0-- INSPECTION RECORD ' d in Retain a copy with permit Il �_ OC) IN 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 Pro'ect: Type f Inspection: Address: � Q � �✓� Date Called: Special Instructions:t� Date W nted:� a.m. .� m. —� —(p Requester: 3-Q U Ll Phone No: I go 7S'-77 IInspector: r/ --- Iuate: 6 — // ` f I REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD !"�_ o o 7 '7 Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Type of Inspection: Address: Contact Person: Suite #: 30, ,�P ft� Special Instructions: Phone No.: .Approved per applicable codes. COMMENTS: of ❑ Corrections required prior to approval. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: I Inspector: /Z„ �'„ I Date: t-?/ /,�- I 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 Joanna Spencer From: Todd Reedy Sent: Wednesday, February 11, 2015 7:23 AM To: Joanna Spencer Subject: RE: TI @ 393 Strander Blvd Hello Joanna, I am happy to report that 393 Strander Blvd is current on all backflow preventer installation and testing. -2" RPBA for domestic service premise isolation OK -4" fireline DCDA OK -2" irrigation DCVA OK Have a good day, Todd Reedy Tukwila Water Department (206)431-2169 fax(206)575-3404 From: Joanna Spencer Sent: Tuesday, February 10, 2015 5:34 PM To: Todd Reedy Cc: Joanna Spencer; Han Kirkland Subject: TI @ 393 Strander Blvd Good Evening Todd, Are their backflows current? Joanna PERMANENT FILE COPY D IS - oozy PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0029 DATE: 02/04/15 PROJECT NAME: VACANT SPACE SITE ADDRESS: 393 STRANDER BLVD X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter #, DEPARTMENTS: ai ing Division Public Works PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: Revision # after Permit Issued Am Fire Prevention Structural ❑ C V L Af )--&-f r Planning Division of Permit Coordinator r DATE: 02/05/15 Structural Review Required ❑ DATE: APPROVALS OR CORRECTIONS: DUE DATE: 03/05/15 Approved ❑ Approved with Conditions g Corrections Required ❑ (corrections entered in Reviews) 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 ARCON TENANT IMPRVNT CNTp c LLC Page 1 of 2 Home lnicio en .Espanol Contact Search L&I F r. 'r7 A-Z Index Help MY Secure 1"Id. Safety Claims & Insurance Workplace Rights Trades & Licensing OnWashington State Department of Labor & Industries ARCON TENANT IMPRVNT CNTRS LLC Owner or tradesperson Principals RICHARDS, JOHN RUSSEL,PARTNER/MEMBER BASHAW,DONALD MICHAEL, PARTNER/MEMBER CAMITNEY LLC, PARTNER/MEMBER SEVERSON, ELLIOTT, AGENT Doing business as ARCON TENANT IMPRVNT CNTRS LLC 5150 VILLAGE PARK DR SE # 107 BELLEVUE, WA98006-6652 425-894-8420 KING County WA UBI No. Business type 603 370 246 Limited Liability Company Governing persons JOHN R RICHARDS LLC CAMTINRY; MICHAEL BASHAW; 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. ARCONTI864C1 Effective — expiration 02/21/2014— 02/21/2016 Bond ................. American Contractors Indem CO $12,000.00 Bond account no. 100240571 Received by L&I Effective date 02121 /2014 02/05/2014 Expiration date Until Canceled Insurance ............................. Ohio Cas Ins Co $1,000,000.00 Policy no. BKO1555898080 Received by L&I Effective date 01/28/2015 02/10/2014 Expiration date 02/10/2016 https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=603370246&LIC=ARCONTI864CI&SAW= 5/26/2015 1. Post building address sign on front of building as required by building official. Coordinate w/ architect. 2. Contractor is solely and completely responsible for conditions of the job site, including safety, protection of property and the like during the performance of the work, 3. The Contractor is required to comply with all applicable regulations and codes of the governing authorities and Owners. 6. Provide methods, means and facilities required to prevent contamination of soil, water or atmosphere. 5. Insure minimum interference with existing roads, streets, sidewalks, parking facilities and adjacent facilities. Do not close or obstruct without prior approval. 6. All salvage will become the property of the Contractor, unless noted otherwise (UNO), Promptly remove from site and legally dispose of all said material at Contractor's expense. 7. Dimensions are to: Face of masonry or concrete, center line of columns, face of stud, or face of mullion unless noted otherwise. Dimensions indicated clear (CLR) are to finish face. Dimensions to door and window openings are rough masonry openings UNO. All masonry dimensions are nominal. 8. Scribe gypsum board of walls and partitions to irregularities of structure or deck above and seal tightly around an penetrations. 9. It is the responsibility of the Contractor to coordinate with the Owner's work and/or supplied items that are "furnished by the Owner and installed by the Contractor" or "not in contract" (NIC), but are attached to Contractor's work. 10. All ramps to have maximum 1:12 slope. Ramps with slope of 1:20 or greater to have handrails per Washington State Handicap Code. 11. All stairs to have minimum 11" treads and maximum 7" risers, UNO. 12. Minimum roof slope shall be 1/4"=1'-0". 13. Contractor is responsible for reviewing the drawings and specifications and with the notification of the architect of any discrepencies within the documents and the scope of work. Contractor is responsible to coordinate any and all revisions to the drawings. 14. Fire extinguishers to be located per Fire Marshall's direction. As req'd. 15. All rough -ins shall be approved prior to framing inspection. 16. Provide one 2A-10BC fire extinguisher per 3,000 sq.ft. or each 75' of travel distance, as required by fire morsholl. 17. Exit lighting shall be provided when two exits are required. The emergency system shall be supplied by a separate source of power and have an emergency back up system. Exits shall be illuminated at any time the building is occupied with emergency lighting having the intensity of not less than 1 foot candle at floor level. IBC section 1006.3. 18. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. 19. Exception: Key -locking hardware may be used on the main exit when the main exit consists of a single door or pair of doors if there is a readily visible, durable sign on or adjacent to the door stating THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS. The sign shall be in letters no less than 1 inch high on contrasting background. When locked, the single door or both leaves of a pair of doors must be free to swing without operation of any latching device. 20. Trash dumpsters and compactors shall be provided with rubber wheels N.I.C. 411 EXTERIOR ELEVATION KEY 7 A3.1 7 A3.1 DETAIL REFERENCE 7 A3.1 2 ENLARGED PLAN A4 WALL SECTION 2 A2.1 "% BUILDING SECTION 4 4 2.1 A2.1 A SHEET # INTERIOR ELEVATION D A B c WINDOW TYPE O SEE SHT, A3.1 DOOR NUMBER 8SEE SHT. A3.2 WALL TYPE I A I --- SEE SHT. A3.2 ICI GRIDLINE R5 - - - DRAWING TITLE NAME SCALE 21. Exterior joints around windows and door frames, openings between walls and foundations, between walls and roof and wall panels; openings at penetrations of utility services through walls, floors and roofs; and all other openings in the building envelope shall be sealed, caulked, gasketed or weatherstripped to limit air leakage. 22. Building insulation shall be provided as indicated in dwgs. w/ R values per energy calculations. 23. Every handicapped parking space shall be identified by a sign centered on the stall. The bottom of the sign needs to be 60 inches above the parking surface, at the head of the parking space. The sign shall include the international symbol of access and the phrase "State Disabled Parking Permit Required". Provision under site development permit. 24. This drawing is an instrument of service only. The copyright to this drawing belongs to the architect. No person may use this drawing for any purpose other than the intended original purpose for the original client. This drawing may not be reproduced in whole or in part, in any manner or stored in any form for reproduction without the express permission of the architect. No value should be scaled and all values should be checked against field values an or checked with the architect. If any values is found to be incorrect or invalid, then it is the responsibility of the usert to inform the architect and to obtain the correct value from the architect prior to acting. 25. Per W.S.E.C. Section 1416.3.2 Acceptance: Final Certificate of Occupancy shall not be issued until the building official determines that the preliminary commissioning report required by Section 1416.2.6.2 has been completed. If this drawing was created and/or transferred on electronic media to any other person or body, then the user should be aware that the drawing may have been altered after issue by the architect. The only original of this drawing resides in the files of the architect, and shall take precedent over all copies of electronic This drawing may contain material which was provided for information only to the architect by the client or clients consultants. The architect accepts no responsibility for the accuracy or the completeness of this material. If values in the drawing are found to be critical to the scope of work, then the user is advised to refer back to the original materials in the hands of the client. AC ACCOUSTIC FT FEET 0/ OVER ADD ADDENDUM FIN FINISH OBS OBSERVE ADD'N ADDITION FIXT FIXTURE OC ON CENTER ABC AGGREGATE FL FLASHING OPG OPENING BASE COURSE FLR FLOOR OA OVERALL AGG AGGREGATE F.D. FLOOR DRAIN OD OUTSIDE DIAMETER A/C AIR CONDITIONING FLUOR FLUORESCENT OFS OVER FLOW SCUPPER AL ALUMINIUM FTG FOOTING OFD OVERFLOW DRAIN ALT ALTERNATE FND FOUNDATION AB ANCHOR BOLT FR FRAME PARA PARAPET ABV ABOVE FHC FIRE HOSE CABINET PTD PAINTED & AND FV FIELD VERIFY PG PAGE ARCH ARCHITECT PR PAIR ASP ASPHALT GA GAUGE PNL PANEL GI GALVANIZED IRON PTN PARTITION BSMT BASEMENT GL GLASS d PENNY BM BEAM GD GRADE PL PLATE BEL BELOW GYP GYPSUM PLBG PLUMBING B.M. BENCHMARK GWB GYPSUM WALL BOARD PLYWD PLYWOOD BLKG BLOCKING GRND GROUND PT POINT BD BOARD B O BOTTOM OF HR HANDRAIL PSI POUNDS PER SQUARE INCH B BUILDING HDN HARDENER PSF POUNDS PER SQUARE FOOT HDW HARDWARE PC PRECAST CABT CABINET HDWD HARDWOOD PL PROPERTY LINE C.I.P. CAST IN PLACE HTR HEATER C.B. CATCH BASIN HT HEIGHT R RADIUS CLG CEILING HP HIGH POINT REG REGISTER CEM CEMENT H.M. HOLLOW METAL REQ'D REQUIRED CG CENTIGRAM HORIZ HORIZONTAL REV REVISION CL CENTER LINE HB HOSE BIBB RD ROOF DRAIN CER CERAMIC HW HOT WATER RFG ROOFING C.T. CERAMIC TILE RM ROOM CHAN. CHANNEL IN INCH RGH ROUGH CLR CLEAR ID INSIDE DIAMETER RD ROUND C.O. CLEAN OUT INSUL INSULATION SCR SCREW CLOS CLOSET INT INTERIOR SECT SECTION COL COLUMN INV INVERT SEL SELECT CONIC CONCRETE SHT SHEET CONN CONNECTION JAN JANITOR SDG SIDING CONST CONSTRUCTION JT JOINT SIM SIMILAR CJ. CONTROL JOINT JST JOIST SLDG SLIDING CONSTRUCTION JOINT SM SMOOTH CONT CONTINUOUS KP KICK PLATE SPEC SPECIFICATION CONTR CONTRACTOR SPL SPLASH COR'G CORRUGATED LAM LAMINATED SQ SQUARE CTR COUNTER LDG LANDING STD STANDARD CTSK COUNTERSINK LAV LAVATORY SS STAINLESS STEEL CMU CONCRETE MASONRY UNIT LG LENGTH STRUC STRUCTURE CMS CORRUGATED METAL SIDING LOC LOCATION SUSP SUSPENDED LT LIGHT SWBD SWITCHBOARD D.P. DAMP PROOFING LWC LIGHT WEIGHT CONCRETE DIAG DIAGONAL LVR LOUVER TIC TOP OF CURB DIAM DIAMETER LOC LOCATION TG TEMPERED GLASS DIM DIMENSION T.O. TOP OF DISP DISPENSER MO MASONRY OPENING T.S. TUBE STEEL DWL DOWEL MATL MATERIAL TSD TOP OF STEEL DESK DN DOWN MFR MANUFACTURER TYP TYPICAL D. S. DOWNSPOUT MAX MAXIMUM U.N.O. UNLESS NOTED OTHERWISE DWG DRAWING MCJ MAS CNTRL JNT U.S.P. UNDER SEPARATE PERMIT MECH MECHANICAL EA EACH MET METAL V VENT EL ELECTRIC MTL METAL VERT VERTICAL EDF ELECTRIC DRINKING ML METAL LATH FOUNTAIN MID MIDWAY / MIDDLE VEST VESTIBULE ELEV ELEVATION MIN MINIMUM VCT VINYL COMPOSITION TILE EQ EQUAL MLDG MOULDING WWM WELDED WIRE MESH EQUIP EQUIPMENT MULL MULLION WC WATER CLOSET EXH EXP EXHAUST EXPANSION NG NATURAL GRADE WH WATER HEATER EJ EXPANSION JOINT NOM NOMINAL WF W/ WIDE FLANGE WITH EXIST EXISTING N.I.C. NOT IN CONTRACT W/o WITHOUT . �� sYs" vw �:i 1.. ,n'fo., S'FFEY. . a .i, v ry CD �, _ -�� - - .sr •� "h f .. ::'u':ia , _ � � v"T..+.''.\, P { t�:�C-''i�}r:t �✓✓ .:R .:1L <�<• .g+.- .Rn ,nlT'• � C � ''T�> a., -.`4 F,rt•x :riu''{�. t_ BV i _ _ /"rM!' iL� ^,i�•. y�., j 7_� �''Nn I' k ki'n.' araa� ,�,:w 5= - <(," 4AA \ { b".• .<.'> - IrWF:. � B ? a sl-a_t� -�IT „`� 5: i,. ti�:. M L` �. {.. t' ly ✓cl IA B{<s ral 'ii nI SIF :4 i rys t •. �a a „�5,}'e ,.• ,`.'+-• .14? • ,1c 1 r95rrF � s 17+... ', kIh'G : ' s usm sr �1n+�{ �'JUN�O 1J - _ i .s 1 s-F' tji '•sy'li p7 �A YF>t �L asv -+"sr a� 1 yy v,3 I io S lr 1 a ;�Y�. .4. 11� � T1r 1; s a l •, "F' I , ba aY <�" t' / M S d 4i. r< - ;�' • �s , �� � °7 �- eaF« Frr.�=.:''� � 'Sk!_ SUN _ j (5g' � hl,. S _ sr „., s�i`nvu sr •,, I rrFs ��i�.:.:_.:... I I i' uraFwi nxv S�ss. _ -• .. s, ]0.9 •" :,� �. `r _ :?: rv.na/a �.I_„ A,, r 7�`q�.• .�,`.P .w� -� •�. lA4 I .I ST;`sw i G �'r 14STI; F'ic 1 � � tNM.',:e%'fi, ,I_.7.! ,�+(flsE.•Fy2 4 {�Tr. •ji. SY )IN �I -:Ls.%_•_sT T y ifiA ivu.N a2 rI`FUR �: i.`p-^:.3. `\ ^1+,�. FF„--•• �. �af `\ f.UR11 T _ � �•5�, .:1 :'^I,el g3, rl I A z' NL. ST C al rn�,. t I Y'+ as Y _.-. I .zsv�ra>,N \�,���.�� ?ti,.._,'4; [ •.,%i•j .,\c Lr�.SaL: ._-"��` yrI. al st <FSm: IP?..i aw .��' x r s � I a' It, rv� 'ILy' I �~ ,•,Z� f 3� 4sr � •?.' �Fb, ft .� .. 2� � 3 Ll_ - � � [ 4 "•, f t s bnu sr� 1,5 15znn Si 1 .: \ r _ .�' �,+ 9;JST s� s_StrnC-. 's:.- w••. M 1. s ..\ air g t F^f 1 5r �fMF?J .Wu'7walu { jai T S7 'Fsa'y s � II. �I- urn. { ti-•I _ o I.,191y - -f �\� �1�:'ariu:. o I I } �'� ; I �� _tl l9....e i SiH ST43- is FS ,..] t S°,��Isr• ' � �_� , >uu - �-BL�VUA g.j !• ��� r't , f _�` _: t STPkIdER O •. ��: t em, 'T r iTF iW - � f�j:1•; III 7ERYYai� earn. - _-'i {"' sr v •I .. - .� •. An' - I: !y l...i. r i .q t,f sS : �1�t. . � ..,.y `i;;�, 7: "I'. •';: ". ST .T) .:•s ,wi TW 1 : - _. tt i : -Y9PI 30 < ~/t -S_�Mxo M- -raclmA� it I - L W.. - 5T. _ '� I�• 'l ji Jy r} }s FLr:fW �rx N.T.S. 393 STRANDER BOULEVARD TUKWILA, WA 98188 INTERIOR DEMOLITION OF AN EXISTING 8,015 SF RESTAURANT SPACE. CONSTRUCTION OF A NEW METAL STUD DEMISING WALL SEPARATING THE SPACE INTO TWO NEW FUTURE TENANT SPACES. THE NORTH SPACE (393A) WILL BE APPROXIMATELY 3,777 SF AND THE SOUTH SPACE 393B WILL BE APPROXIMATELY 4,238 SF. THE DRAWINGS SHOW PLUMBING WORK, BUT IT IS ONLY FOR COORDINATION WITH FUTURE PERMITS. THESE ARE SHELL AND CORE IMPROVEMENTS ONLY. FUTURE TENANT IMPROVEMENT PERMITS WILL ESTABLISH FINAL OCCUPANCY. SITE LEGAL uUm"ESCRIPTION 3,III,... �i_9� 1 II 111 Building Identifier: Building B Applicable Code: IBC 2012 Edition Zoning: TUC (Tukwila Urban Center) Occupancy Groups (estimated future tenants) A-2, M & B (exist. tenants) Mixed Use Class Non Separated Uses Construction Type VB SPRINKLERED Height 28 ft +/- (roof ridge) Number of Stories One Wind Exposure / Seismic Zone WA Exist. Bldg no work to structure Proposed Buildina Uses(Exits Reauired Area Occ. Load Factor Occ. Load Exits required Exits Provided `Tenant - 1 (A-2 occupancy, future restaurant) 3,777 15 252 2 2 'Tenant - 2 (M occupancy, future retail) 4,238 30 141 2 2 Remaining portion of building (exist B occ. tenants) 11,140 30 1 371 1 N/A (exist) I N/A (exist) Mech / Elec 145 300 1 1 1 1 1 1 Building Total 19,300 1 765 "Final occupancy and exiting to be determined by future T.I. permit HEIGHT LIMITATIONS TYPE VB (Per table 503) Allowable Proposed (exist.) Base Height 40' Height Increase due to sprinkler 20' Total Allowable Height 60' 28' (exist.) FLOOR AREA LIMITATIONS - TYPE VB (Per table 503) Allowable Proposed (exist.) Base Area (A-2 Occupancy)" 6,000 SF Area Increases due to sprinkler (300%) 6,000 sf x 3 = 18,000 SF Area Increases due to frontage 4,500 SF Total Allowable Area 28,500 SF 19,300 SF (exist.) Building calculated as a non -separated occupancy building (per IBG sec. 5UB.3) Maximum allowable building area to be calculated using most restrictive future use - Restaurant (A-2) FIRE RESISTIVE REQUIREMENTS (Table 6011 Type VB Structural frame 0 Bearing walls - exterior 0 Bearing walls - interior 0 Nonbearing walls and partitions - exterior 0 (Table 602) Nonbearing walls and partitions - intericr 0 Floor construction 0 Roof construction 0 �p a permit N®. U I� - (L� Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions is acknowledged: By: 12 D Mgt Date: 5-1 a-6l /,S-- City of Tukwila BUILDING DIVISION SEPARATE: P r- .-MlIT REQUiREED FOR: 13"Mecfianical (Electrical d Plumbing 9 Gas Piping CFy of Tukwila vLn DIVISION LOT 1 OF CITY OF TUKWILA SHORT PLAT NO 91-9-SS RECORDING NO 9208261819 SAID SHORT PLAT DAF - POR OF SW 1 /4 OF NE 1 /4 - BEG SW COR OF NE 1 /4 TH N 01-10-24 E 1293.57 FT TO S MGN OF STRANDER BLVD TH S 88-15-33 E 665 FT TO POB TH S 01-44-27 W 63 FT TAP OF TANGENT CURVE CONCAVE TO NE RAD OF 130 FT TH SELY AL V - - G SD CURVE THRU ARC OF 34 27 01 ARC LENGTH OF 78.17 FT TH S 88-15-33 E 212.17 FT TH S 01-44-27 W 62 FT TH S 88-15-33 E 9 FT TH S 01-44-27 W 62 FT TH N 88-15-33 W 133 FT TH S 01-44-27 W 150 FT TH N 88-15-33 W 482.33 FT TH S 48-28-37 W 113.91 FT TH S 01-44-27 W 37.10 FT TH N 88-15-33 W 120 FT TH S 01-44-27 W 80 FT TH N 88-15-33 W 84.69 FT TO W LN OF SAID SW 1 /4 TH S 01-10-24 W 687.83 FT TO SW CORNER OF NE 1 /4 TH S 88-06-43 E 1309.38 FT TO W MGN OF ANDOVER PARK WEST TH N 01-03-25 E 1296.97 FT TO S MGN OF STRANDER BLVD TH N 88-15-33 W 641.71 FT TO POB - - - AKA LOT 2 OF CITY OF TUKWILA LOT LN ADJ NO 88-6-BLA RECORDING NO 8901240241 - - - LESS PORTION FOR R/W TO CITY OF TUKWILA KING COUNTY TAX ID #262304-9064 : Ik Owner / Applicant: Regency Centers Genearl Contractor: Arcon T.I. Improvement Contractors 5335 Meadows Rd, suite #295 5150ViIIage Park Dr#107 Lake Oswego OR97035 Bellevue, WA 98006 phone: 503 603 4722 phone: 425 894 8420 contact: Kalin Berger contact: John Richards email: KalinBerger@RegencyCenters.com email: john@Acron-ti.com Architect: FULLER SEARS ARCHITECTS Structural Engineer: BTLEngineering 14114TH AVE. SUITE 1306 8417 NE 139th ST SEATTLE, WA 98101 Kirkland WA 98034 phone: 206 682 6170 x15 phone: 425 814 8448 contact: Scott Hougham contact: Brian Lampe email: SHoughFtm@fullersears.com email: Brian.Lampe@BTLeng.com AO.1 COVER SHEET, CODE DATA VICINITY PLAN, SHEET INDEX ARCHITECTURAL A1.0 SITE PLAN A2.1 DEMO PLAN, FLOOR PLAN A3.1 BUILDING SECTION, WALL TYPES, MISC. DTLS PLUMBING MECHANICAL ELECTRICAL SPRINKLER REVISIONS No changes shall be made to the scope of work without prior approval of T ul(wila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. PLANNING APPROVED No changes'can be made. to these plans without approval from the Planning Division of DCD Approved By: -��moms Date: REVIIEVVED FOR CODE COMPLIANCE APPROVED FEB 13 2015 City f `i" ukwill Bt.lIL,DING DIVISION RECEIVED CITY OF TUKWILA FEB 0 4 2015 PERMIT CENTER THIS PROJECT IS FOR A SHELL PERMIT ONLY. FUTURE TENANTS WILL NEED TO APPLY FOR FOR ,SEPARATE PER IT TO "OBTAIN OCCUPANCI FINAL OCCUPANCY TO BE DETERMINED BY FUTURE TENANT IMPROVEMENT PERMITS J 1- of Q w �+ W r w Q CD z � A,nAI t� � �•, ;� _ T y £ �r � it yY4TA'�'NDb, 3 �1 6�"tiJ3` �rRl�i Y 7�F� 4,$Aa:�St&i9 rN 1i1fi`.J t4 J,' A _ w �CM a LA J T-0 • qi M1 z S4g?t.ia .-. �7�xsnr�a�a�t^i b ��iiin i`�'tri34 i tiar .,.. m•i. cc In 7kY i f°d 3 - tr � •_. s§ rrGre ,,i... Job Number: 1502 Date: FEBRUARY 4, 2015 Principal in Charge: BILL FULLER Project Manager: SCOTT HOUGHAM Drawn By. TOM JORDAN Sheet Title: CODE DATA PROJECT INFO Sheet Number: AOml Ni+ ® 2015 FULLER -SEARS ARCHITECTS N01044'27"E 0 5.90' N88e15'330#w e - 57.00' ,� G v PP I -- -- ---"-- __---- W18.9'c e...........P". f 2.33 [ •' .. S T OP ^LIGHT --- 41.55 23.32 2.03 S 41.60 Y� 24.7• N O STD. • , ,� o 47 rri,-s.o3 BLDG. , ° In CANOPYCID ' 0 .M 4BUILDING •. N cANo Z • a 11 c " ai m HEIGHT = 27.45' Lo / w: 33 .o 4-�' A=34°27'01" _ R=78.17' L-130.00' HC J FND. STANDARD ETRO BRASS DISC IN 4"x4" CONC. POS - - (INCASED ) TELEPHONE EASEMENT 8 �.`J' U' O REC. NO.6397207 0 10 g IY) 'TRAFFIC SIGNAL - --.-N-88g15'3 "-W - -4�4 69' --- - _ _ _ . N88015'33" 16 17 'T BOX I . ;. di 14 C C C C C C C C C, C C C i_ PIPE IN- C C C C C C C C C C - REC. NO. 6683975 I C C C C C C C C C C C C C C C C C C n A o I I • • •y ; I9.9• y .Q Y. .� "SOUTHCENTER PLAZA" 9.1' PEDESTRIAN 8 SANITARY SEWER LINE ; s.o SIGN - 5.75 HIGH UTILITY EASEMENT 12 ,. IS APPROX. AS PER REC. NO. 9003231497 IV L E IG P A I '• I � 1 • s l •� o j I9 i Z Z i �( U Q 1 # 30.50 TRASH ENCLOSURE > 1 e. } O I ¢. STOP 1 SIGN I I.� ENCLOSURE 1 HC A. D 15 N 8 0l 3' 212.1 ' 1 a 7 I J GA 1 METER W 4 l5 HC 4 : 8 I WATER • • • i f' FIRE METER -r • • • _---r� ''R••• • • V NI- ••. VALV N NN 2 - d(--- " V GAS 14 O Q METER 1 2 TRAN , 9 PAD N 01-03'25" E 701.94, S88°15'33"E " I W W 9.00CV W W 7 6' PEDESTRIA Q WATER LINE IS J W 8 UTILITY ESM'T 17 APPROX. AS PER (TYPICAL) p APPROX. LOC. PER 9003231497 N CIVIL DESIGN PLAN CIVIL DESIGN PLAN , ° Q UNABLE TO FIELD ' REC. UTILITY ILI7402O803 I� LOCATE 33.00 I I <I 9.0 W 99.90 CANOPY N O 117. 1 O •• I, �- 0 Q U'2 ASPH r I(2 CONC. Z URB r •ai CANOPY w/ e m !.5'x1.5' SUPPORTS @ FND. PUNCH IN 25, g$BL CORNER )) BRASSIE IN CONC. C. - _ [INCASED) - [VISITED 1-I0-851 p RET. WALL w/ ►? - METAL RAILING 2J- 24 CALCULATED 10.0' LOCATION 87.04 26 �25 (NOT 1N) `-- 7246.61' N 88015'33" W 482.33' 13.0 CONTOUR (KING CO. DATUM) 0 M p i FND. COPPER TACK IN I cNo LEAD IN CONC. (INCASED] (VISITED 12-17-861 LEAD IN CONC. [INCASED) FND, COPPER TACK IN ITO9" E [VISITED 5-6-881 )83.11T " . S8915'56' 6) METRO 253.34' C IN 4'x 4" 1T IINCASEDI Ln t7-8s1 i o 1M n H HC I I U 8" WIDE BRICK TRA H e • 4 I I ENCLOSURE 15 1• - i 15 t11 I i `. -UJ In i HC HC I 9.03 76. i 2. PAINTED " • I r I I'RAFFIC� 3.5' CONC. s 13 I 202.40 •0 I _ _ ISLAND I RET. WALL 2 4.95 185.10 7.05 2 -� RENTER / - 119.80 4' HIGH • 0 137.40 CANOPY 9 SIGN ---,if BUILDING 8 BRICK I a POST N SIG O INDICATOR �° 3 2 I •. o_ HEIGHT = 27.30' VALVE I 0 • 4 GAS TRANS. 4LU I METERS PADS FIRE = 13 SS I U) HOSE 8.95 MH 19 ' CO SERVi4T10EASEMENT_ 7.3--------------- _ 2 440.07 � _ � EXIST. .-• .• 4 84,2' I Via. 0 SS MH REC. NO, 9311091903 "�••STAIRS __.,• •,... 299.79• STAIRS �`� � / � WATER • •9 9"STEEL N 88'l5'33" W � �••' VENTS I9 :'a •. VAU 7 S!GN BELOW 4 INTERCOM W ' W TRASH �0 .• • ••• ENCLOSURE �•" 7 13.0 CONTOUR (KING CO. DATUM) Q �-�,o TELE. ---P --� M NU ENCLO >_ E 4 \tQ� SI N CO HC c}, 0 13 I WATER • G LASE �- o 7 METER f END�� •.. RA o o :. WALL o of e• . .. ' 37.28 ti Lm .25.30!8.�', ti . } STAIRS V1 TRASH _ , Ao �� ENCLOSURE • A OP 35 BURGER 3 N 1.33'� KING' N 0. �\ � j _ , 4 S HEIGHT = 23.65' 1.3 I n I i N,1F7FFP /•CONC. NO CHANGE TO EXISTING CONDITIONS I �:,� E, QED FOR CODE COMPLIANCE APPROVED FEB 13 2015 City of T'uldwg1a BUILDING DIVISION RECEIVED CITY OF TUKWILA FEB. 0 4 2015 PERMIT CENTER J F_ Im y o' a Ix a E o N w Q � o CIA O z � '. ,NIA P 4 w a a:` rks w.µ s mzp t{ttt�. s ,�, Jab Number: 1502 Date: FEBRUARY 4, 2015 Principal In Charge: BILL FULLER Project Manager. SCOTr HOUGHAM Drawn By. TOM JORDAN Sheet Title: SITE PLAN Sheet Number. A 1 0 2015 FULUR•SEW ARCHITECTS i EXISTING COLUMNS REMOVE COLUMN WRAP WHERE B - - -11 9CC.URS - - - - I // r 1 c � O 11 r mI h, R�ISED SEATING I N / PLt TFORM TO BE j i 0 iDEMOLISHED z EXISTING SEA ING TO BE DEMOLISHED,t SIDEWALK ;�' \i i '`\`l <`\\/JC ' TYP.I SIDEWALK DEMO EXISTING FLOORING THROUGHOUT (EXCEPT i�`� i RESTROOMS) i / Div , M7, I WON4E I - REMOVE EXISTING i WALL TILE. PATCH - REPAIR GWB. ' PREPARE FOR PAINT, Lj_ o Suite 393 I Q � Is , 8,015 S.F. i j i; �,MEN t :i II t , it O OPEN CEILING\ O 15-7.AFF 0 BOT. OF JOIST I Irrlr-ivnivv ri,� r��utvinw t, II I (NO DEMO �ORK) ADJACENT TENANT (NO WORK) i I I �\ DEMO PLAN Q_Lj_1 /8„ _ 11_01) DEMO NOTES: • REMOVE ALL FLOORING DOWN TO EXPOSED CONCRETE. REMOVE RESIDUE; MORTAR, ETC. FILL CRACKS IN SLAB...... • CEILINGS: REMOVE ALL T=BAR, ACT, & GWB. CEILING TO REMAIN OPEN TO STRUCTURE. • LIGHTING: REMOVE ALL LIGHT FIXTURES EXCEPT AS REQUIRED TO MINIMAL ILLUMINATE SPACE PER CODE. EXIT SIGNS TO REMAIN. • SPRINKLER SYSTEM TO REMAIN UNTOUCHED: PROTECT ALL HEADS FROM DAMAGE DURING DEMOLITION. • BATHROOMS: REMOVE EXISTING TILE / PATCH AND REPAIR GWB AS NEEDED AND PREPARE FOR PAINT. • REMOVE ALL WAINSCOTING, FRP, WALL PAPER, WALL TILE, ETC. PATCH AND REPAIR GWB AS NEEDED. PREPARE GWB FOR PAINT: 0 ALL GWB TO BE PATCHED AND REPAIRED AS REQUIRED - TAPE, MUD AND SAND. GWB TO BE READY FOR PAINT. N • CUT BACK AND CAP ALL PLUMBING / GAS. • DEMO EXISTING DUCTS. • DEMO EXISTING EXTERIOR SIGNS. DEMOLISH ANY EXISTING BUILT-IN CABINETS, FOOD SERVING STATIONS, SEATING. BOOTHS, COLUMN WRAPS, ETC. s • REMOVE ALL EXISTING FF & E / RESTAURANT EQUIPMENT - I I I I I I C - — i 6 I I I I I 3 I I a ' SIDEWALK 3 a , IL t W 0 I Z a ' I Y I __J I Q 5 w A3.1 , 0 U) I I I I I I E _ _ I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I r I I I I I I i I I I I LEGEND: ----::] WALL TO BE DEMOLISHED EXISTING WALL TO REMAIN NEW WALL i DOOR TO BE DEMOLISHED II ,� DOOR TO REMAIN I 1 Z STRANDER BLVD. 3 4 5 SIDEWALK I I PLANTING STRIP SIDEWALK EXISTING EXIT # I I I I I EXISTING COLUMNS REMOVE II i COLUMN WRAP WHERE I I I I I I I I I I I I I I EDGE OF WALL ABOVE EXISTING SUITE 393s , ,I EXIT #1 3,777 GLA , RIDGE OF SKYLIGHT ABOVE I I I I I 1 I Open Ceiling 15'-7 AFF I , I I I I BOT. OF JOIST II i I EDGE OF SKYLIGHT ABOVE I I I I I I I I ' I CL —I I r'r I I in 3" GREASE LINE 0 r i STUB TO CONNECT 3" SS STUB i z TO EXISTING GREASE (UNDER i z INTERCEPTOR (UNDER I SEPARATE i Q SEPARATE PERMIT) PERMIT) I NEW I i I , NEW DEMISING I DIIEM S IJG NEW DEMISING 20 -p WALL ; WALL; WALL 10 -0 SIDEWALK I 2 i i 1 i 2 3. I' i 3. II 3. — — — — — ----- - —; '► I I I 1 NEW ELEC. PANELS (UNDER SEPARATE 5 i i I i i PERMIT) A3.1 I I I I I I I I I I �.-�----- - - ---� -- -- — I 'WO N 1-1/2" WATER LINE STUB WITH. SHUT OFF 'I'' VALVE SUSPENDED FROM TJL'S ABOVE (UNDER SEPARATE PERMIT) t 2" GAS LINE /n / STUB WITH SHUT OFF VALVE SUSPEND D FROM SUITE 393b I TJL'S ABOVE (UNIDER i ME_N_S_1 EXISTING 4,238 GLA o SEPARATE PERMIT) ' J EXIT #1 0 .L- Open Ceiling 15'-7" AFF BOT. OF JOIST 1 EXISTING LADDER FOR STORAGE °�n° ACCESS 1OFFICE EXISTING SERVICE PATCH REPAIR I I SINK TO REMAIN GWB AS REQUIRED r,,\,. EXISTING EXIT #2 CONTROLS LIGHTING FIRE STORAGE SPRINKLER ROOM C7� FLOOR PLAN 1 /8" = 1' —0" ADJACENT TENANT (NO WORK) I I 74'-5 1 /4 v REVIEVVED FOR -- CODE COMPLIANCE APPROVED FEB 13 2015 City of Tukwila a MIKIt-_ C)RIMIC) Y Q W 0 R .J H H m 0 CO) cy LLJ a ry T iV w Q � N z w � �w N J Q 0 a>�. 3mc� o. z W ZWy Boa W �z3 wa Q s �a — J N J a3 O W a� _ '! rA M � RRI RECEIVED CITY OF TUKWVILA FEB 0 4 2015 PERMIT CENTER sheet Number: A21m rI (0 2015 MIER-SEARS ARCHITECTS Blocking Wall framing - Flat Strap Lateral 'Bracing 0101 Flat strap Attach deflection track to structure _ Deflection track - x x_ Gap to allow for deflection x Cut stud short Engineer of record to allow for verify gap depth deflection Deflection Track Jamb stud x Do not screw deflection track _ to wall studs Lateral bracing 12" below deflection track Flexibl e sealant or tape 1 PLAN Intersection with interior wall SOUND _ISOLATION DETAILS NTS O METAL FRAMING DETAILS SKYLIGHT WHERE OCCURS THOROUGHLY SEAL WITH FLEXIBLE ACOUSTICAL SEALANT AT TOP AND BOTTOM OF WALL (EACH SIDE) EXISTING TRUSSES SOUND BATT INSULATION EXISTING SPRINKLER LINE THOROUGHLY SEAL BOTH SIDES WITH FLEXIBLE ACOUSTIC SEALANT RESILIENT CHANNEL 5/8" TYPE "X" GWB BOTH SIDES 3/4" PLYWD 600 T200-33 DEFLECTION TRACK #6 X 2" SCREWS © 8"O.C. �- UNDERSIDE OF -5/8" TYPE "X" GWB BOTH SIDES OF TRUSS REFERENCE 3/A3.1 FOR SOUND ISOLATION DETAILS. REFERENCE 4/A3.1 FOR METAL FRAMING DETAILS. G.C. TO ENSURE THAT SOUND BATT INSULATION AND ACOUSTICAL SEALANT IS USED ALONG THE TOTAL LENGTH OF THE DEMISING WALL TO ELIMINATE SOUND AND ODOR TRANSMISSION 6" METAL STUDS 60OS125-33 AT 16" O.C. (PROVIDE 3/4" GAP © TOP TRACK) SOUND BATT INSULATION 5/8" TYPE "X" GWB EACH SIDE ATTACH BOTTOM TRACK WITH SIMPSON POWDER ACUATED FASTNER PDPW-100 EVERY STUD BAY THOROUGHLY SEAL WITH FLEXIBLE ACOUSTICAL SEALANT AT TOP AND BOTTOM OF WALL (EACH SIDE) WALL SECTION AT SKYLIGHT ROOFDECK THOROUGHLY SEAL WITH FLEXIBLE ACOUSTICAL SEALANT AT TOP AND BOTTOM OF W EXISTING TJL'S 600 T200-33 ALL (EACH SIDE) WATER / GAS / SPRINKLER LINES (UNDEF SEPARATE PERMIT) THOROUGHLY SEAL BOTH SIDES WITH FLEXIBLE ACOUSTIC SEALANT DEFLECTION TRACK 6" METAL STUD SOUND GATT INSULATION 5/8" TYPE "X" GWB EACH SIDE J F- H m � H < � W � 0. r w N CV O r z -6" METAL STUDS 60OS125-33 AT 16" O.C. (PROVIDE 3/4" GAP @ TOP TRACK) W ATTACH BOTTOM TRACK WITH SIMPSON POWDER ACUATED FASTNER PDPW-100 EVERY STUD BAY. THOROUGHLY SEAL WITH FLEXIBLE ACOUSTICAL SEALANT AT TOP AND BOTTOM OF WALL (EACH SIDE) WALL SECTION AT ROOF JOIST 111 = 1 f _ 0,f REVIEWED FOR CODE COMPLIANCE APPROVED FEB 13 2015 e ,r Of Tu.'<Wil B- L11 DING DIVu 1 2 3 4 5 WATER AND GAS LINES II I UNDER SEPARATE �I PERMIT. THOROUGHLY { SEAL WITH FLEXIBLE ACOUSTICAL SEALANT 1 / flN,— ,: e e � i3_ ?r__ _ — _ 766 N. :T _ F i'i /Tip - _J12 1 t ` (. 3•d!.6o,zl�+�) IX crfT. ESTROOM I NOT SHOWN 4 1 ° F 1�rJ I; - IOR CLARIT a� a w N C= �Q ...1 z 0 a>�. 3m� �. _z W ZWN �— C* in a Z .z W �a3 C.� o to aC, o CA W� Ile Job Number: 1502 Date: FEBRUARY 4, 2015 Principal in Charge: BILL FULLER Project Manager: SCOTT HOUGHAM Drawn.By.. TOM JORDAN Sheet Title: DETAILS I t"i t fir. -aa I I RECEIVED sheet Number: EAST -.WEST BUILDING CITY OF TUKWILA SECTION WITH NEW DiMISING +s FEB. 0 4 2015 WALL PROFILE. (SHADED) Am 3ml V 1111 - PERMIT CENTER EXIST. BUILDING SECTION WITH NEW DEMISING WALL PROFILE 5 ®zos 1 /8 = 1'-0» FUUIR•SEMS I I ARCHITECTS Flexibl e sealant or tape 1 PLAN Intersection with interior wall SOUND _ISOLATION DETAILS NTS O METAL FRAMING DETAILS SKYLIGHT WHERE OCCURS THOROUGHLY SEAL WITH FLEXIBLE ACOUSTICAL SEALANT AT TOP AND BOTTOM OF WALL (EACH SIDE) EXISTING TRUSSES SOUND BATT INSULATION EXISTING SPRINKLER LINE THOROUGHLY SEAL BOTH SIDES WITH FLEXIBLE ACOUSTIC SEALANT RESILIENT CHANNEL 5/8" TYPE "X" GWB BOTH SIDES 3/4" PLYWD 600 T200-33 DEFLECTION TRACK #6 X 2" SCREWS © 8"O.C. �- UNDERSIDE OF -5/8" TYPE "X" GWB BOTH SIDES OF TRUSS REFERENCE 3/A3.1 FOR SOUND ISOLATION DETAILS. REFERENCE 4/A3.1 FOR METAL FRAMING DETAILS. G.C. TO ENSURE THAT SOUND BATT INSULATION AND ACOUSTICAL SEALANT IS USED ALONG THE TOTAL LENGTH OF THE DEMISING WALL TO ELIMINATE SOUND AND ODOR TRANSMISSION 6" METAL STUDS 60OS125-33 AT 16" O.C. (PROVIDE 3/4" GAP © TOP TRACK) SOUND BATT INSULATION 5/8" TYPE "X" GWB EACH SIDE ATTACH BOTTOM TRACK WITH SIMPSON POWDER ACUATED FASTNER PDPW-100 EVERY STUD BAY THOROUGHLY SEAL WITH FLEXIBLE ACOUSTICAL SEALANT AT TOP AND BOTTOM OF WALL (EACH SIDE) WALL SECTION AT SKYLIGHT ROOFDECK THOROUGHLY SEAL WITH FLEXIBLE ACOUSTICAL SEALANT AT TOP AND BOTTOM OF W EXISTING TJL'S 600 T200-33 ALL (EACH SIDE) WATER / GAS / SPRINKLER LINES (UNDEF SEPARATE PERMIT) THOROUGHLY SEAL BOTH SIDES WITH FLEXIBLE ACOUSTIC SEALANT DEFLECTION TRACK 6" METAL STUD SOUND GATT INSULATION 5/8" TYPE "X" GWB EACH SIDE J F- H m � H < � W � 0. r w N CV O r z -6" METAL STUDS 60OS125-33 AT 16" O.C. (PROVIDE 3/4" GAP @ TOP TRACK) W ATTACH BOTTOM TRACK WITH SIMPSON POWDER ACUATED FASTNER PDPW-100 EVERY STUD BAY. THOROUGHLY SEAL WITH FLEXIBLE ACOUSTICAL SEALANT AT TOP AND BOTTOM OF WALL (EACH SIDE) WALL SECTION AT ROOF JOIST 111 = 1 f _ 0,f REVIEWED FOR CODE COMPLIANCE APPROVED FEB 13 2015 e ,r Of Tu.'<Wil B- L11 DING DIVu 1 2 3 4 5 WATER AND GAS LINES II I UNDER SEPARATE �I PERMIT. THOROUGHLY { SEAL WITH FLEXIBLE ACOUSTICAL SEALANT 1 / flN,— ,: e e � i3_ ?r__ _ — _ 766 N. :T _ F i'i /Tip - _J12 1 t ` (. 3•d!.6o,zl�+�) IX crfT. ESTROOM I NOT SHOWN 4 1 ° F 1�rJ I; - IOR CLARIT a� a w N C= �Q ...1 z 0 a>�. 3m� �. _z W ZWN �— C* in a Z .z W �a3 C.� o to aC, o CA W� Ile Job Number: 1502 Date: FEBRUARY 4, 2015 Principal in Charge: BILL FULLER Project Manager: SCOTT HOUGHAM Drawn.By.. TOM JORDAN Sheet Title: DETAILS I t"i t fir. -aa I I RECEIVED sheet Number: EAST -.WEST BUILDING CITY OF TUKWILA SECTION WITH NEW DiMISING +s FEB. 0 4 2015 WALL PROFILE. (SHADED) Am 3ml V 1111 - PERMIT CENTER EXIST. BUILDING SECTION WITH NEW DEMISING WALL PROFILE 5 ®zos 1 /8 = 1'-0» FUUIR•SEMS I I ARCHITECTS PLAN Intersection with interior wall SOUND _ISOLATION DETAILS NTS O METAL FRAMING DETAILS SKYLIGHT WHERE OCCURS THOROUGHLY SEAL WITH FLEXIBLE ACOUSTICAL SEALANT AT TOP AND BOTTOM OF WALL (EACH SIDE) EXISTING TRUSSES SOUND BATT INSULATION EXISTING SPRINKLER LINE THOROUGHLY SEAL BOTH SIDES WITH FLEXIBLE ACOUSTIC SEALANT RESILIENT CHANNEL 5/8" TYPE "X" GWB BOTH SIDES 3/4" PLYWD 600 T200-33 DEFLECTION TRACK #6 X 2" SCREWS © 8"O.C. �- UNDERSIDE OF -5/8" TYPE "X" GWB BOTH SIDES OF TRUSS REFERENCE 3/A3.1 FOR SOUND ISOLATION DETAILS. REFERENCE 4/A3.1 FOR METAL FRAMING DETAILS. G.C. TO ENSURE THAT SOUND BATT INSULATION AND ACOUSTICAL SEALANT IS USED ALONG THE TOTAL LENGTH OF THE DEMISING WALL TO ELIMINATE SOUND AND ODOR TRANSMISSION 6" METAL STUDS 60OS125-33 AT 16" O.C. (PROVIDE 3/4" GAP © TOP TRACK) SOUND BATT INSULATION 5/8" TYPE "X" GWB EACH SIDE ATTACH BOTTOM TRACK WITH SIMPSON POWDER ACUATED FASTNER PDPW-100 EVERY STUD BAY THOROUGHLY SEAL WITH FLEXIBLE ACOUSTICAL SEALANT AT TOP AND BOTTOM OF WALL (EACH SIDE) WALL SECTION AT SKYLIGHT ROOFDECK THOROUGHLY SEAL WITH FLEXIBLE ACOUSTICAL SEALANT AT TOP AND BOTTOM OF W EXISTING TJL'S 600 T200-33 ALL (EACH SIDE) WATER / GAS / SPRINKLER LINES (UNDEF SEPARATE PERMIT) THOROUGHLY SEAL BOTH SIDES WITH FLEXIBLE ACOUSTIC SEALANT DEFLECTION TRACK 6" METAL STUD SOUND GATT INSULATION 5/8" TYPE "X" GWB EACH SIDE J F- H m � H < � W � 0. r w N CV O r z -6" METAL STUDS 60OS125-33 AT 16" O.C. (PROVIDE 3/4" GAP @ TOP TRACK) W ATTACH BOTTOM TRACK WITH SIMPSON POWDER ACUATED FASTNER PDPW-100 EVERY STUD BAY. THOROUGHLY SEAL WITH FLEXIBLE ACOUSTICAL SEALANT AT TOP AND BOTTOM OF WALL (EACH SIDE) WALL SECTION AT ROOF JOIST 111 = 1 f _ 0,f REVIEWED FOR CODE COMPLIANCE APPROVED FEB 13 2015 e ,r Of Tu.'<Wil B- L11 DING DIVu 1 2 3 4 5 WATER AND GAS LINES II I UNDER SEPARATE �I PERMIT. THOROUGHLY { SEAL WITH FLEXIBLE ACOUSTICAL SEALANT 1 / flN,— ,: e e � i3_ ?r__ _ — _ 766 N. :T _ F i'i /Tip - _J12 1 t ` (. 3•d!.6o,zl�+�) IX crfT. ESTROOM I NOT SHOWN 4 1 ° F 1�rJ I; - IOR CLARIT a� a w N C= �Q ...1 z 0 a>�. 3m� �. _z W ZWN �— C* in a Z .z W �a3 C.� o to aC, o CA W� Ile Job Number: 1502 Date: FEBRUARY 4, 2015 Principal in Charge: BILL FULLER Project Manager: SCOTT HOUGHAM Drawn.By.. TOM JORDAN Sheet Title: DETAILS I t"i t fir. -aa I I RECEIVED sheet Number: EAST -.WEST BUILDING CITY OF TUKWILA SECTION WITH NEW DiMISING +s FEB. 0 4 2015 WALL PROFILE. (SHADED) Am 3ml V 1111 - PERMIT CENTER EXIST. BUILDING SECTION WITH NEW DEMISING WALL PROFILE 5 ®zos 1 /8 = 1'-0» FUUIR•SEMS I I ARCHITECTS -6" METAL STUDS 60OS125-33 AT 16" O.C. (PROVIDE 3/4" GAP @ TOP TRACK) W ATTACH BOTTOM TRACK WITH SIMPSON POWDER ACUATED FASTNER PDPW-100 EVERY STUD BAY. THOROUGHLY SEAL WITH FLEXIBLE ACOUSTICAL SEALANT AT TOP AND BOTTOM OF WALL (EACH SIDE) WALL SECTION AT ROOF JOIST 111 = 1 f _ 0,f REVIEWED FOR CODE COMPLIANCE APPROVED FEB 13 2015 e ,r Of Tu.'<Wil B- L11 DING DIVu 1 2 3 4 5 WATER AND GAS LINES II I UNDER SEPARATE �I PERMIT. THOROUGHLY { SEAL WITH FLEXIBLE ACOUSTICAL SEALANT 1 / flN,— ,: e e � i3_ ?r__ _ — _ 766 N. :T _ F i'i /Tip - _J12 1 t ` (. 3•d!.6o,zl�+�) IX crfT. ESTROOM I NOT SHOWN 4 1 ° F 1�rJ I; - IOR CLARIT a� a w N C= �Q ...1 z 0 a>�. 3m� �. _z W ZWN �— C* in a Z .z W �a3 C.� o to aC, o CA W� Ile Job Number: 1502 Date: FEBRUARY 4, 2015 Principal in Charge: BILL FULLER Project Manager: SCOTT HOUGHAM Drawn.By.. TOM JORDAN Sheet Title: DETAILS I t"i t fir. -aa I I RECEIVED sheet Number: EAST -.WEST BUILDING CITY OF TUKWILA SECTION WITH NEW DiMISING +s FEB. 0 4 2015 WALL PROFILE. (SHADED) Am 3ml V 1111 - PERMIT CENTER EXIST. BUILDING SECTION WITH NEW DEMISING WALL PROFILE 5 ®zos 1 /8 = 1'-0» FUUIR•SEMS I I ARCHITECTS WALL SECTION AT ROOF JOIST 111 = 1 f _ 0,f REVIEWED FOR CODE COMPLIANCE APPROVED FEB 13 2015 e ,r Of Tu.'<Wil B- L11 DING DIVu 1 2 3 4 5 WATER AND GAS LINES II I UNDER SEPARATE �I PERMIT. THOROUGHLY { SEAL WITH FLEXIBLE ACOUSTICAL SEALANT 1 / flN,— ,: e e � i3_ ?r__ _ — _ 766 N. :T _ F i'i /Tip - _J12 1 t ` (. 3•d!.6o,zl�+�) IX crfT. ESTROOM I NOT SHOWN 4 1 ° F 1�rJ I; - IOR CLARIT a� a w N C= �Q ...1 z 0 a>�. 3m� �. _z W ZWN �— C* in a Z .z W �a3 C.� o to aC, o CA W� Ile Job Number: 1502 Date: FEBRUARY 4, 2015 Principal in Charge: BILL FULLER Project Manager: SCOTT HOUGHAM Drawn.By.. TOM JORDAN Sheet Title: DETAILS I t"i t fir. -aa I I RECEIVED sheet Number: EAST -.WEST BUILDING CITY OF TUKWILA SECTION WITH NEW DiMISING +s FEB. 0 4 2015 WALL PROFILE. (SHADED) Am 3ml V 1111 - PERMIT CENTER EXIST. BUILDING SECTION WITH NEW DEMISING WALL PROFILE 5 ®zos 1 /8 = 1'-0» FUUIR•SEMS I I ARCHITECTS a� a w N C= �Q ...1 z 0 a>�. 3m� �. _z W ZWN �— C* in a Z .z W �a3 C.� o to aC, o CA W� Ile Job Number: 1502 Date: FEBRUARY 4, 2015 Principal in Charge: BILL FULLER Project Manager: SCOTT HOUGHAM Drawn.By.. TOM JORDAN Sheet Title: DETAILS I t"i t fir. -aa I I RECEIVED sheet Number: EAST -.WEST BUILDING CITY OF TUKWILA SECTION WITH NEW DiMISING +s FEB. 0 4 2015 WALL PROFILE. (SHADED) Am 3ml V 1111 - PERMIT CENTER EXIST. BUILDING SECTION WITH NEW DEMISING WALL PROFILE 5 ®zos 1 /8 = 1'-0» FUUIR•SEMS I I ARCHITECTS Job Number: 1502 Date: FEBRUARY 4, 2015 Principal in Charge: BILL FULLER Project Manager: SCOTT HOUGHAM Drawn.By.. TOM JORDAN Sheet Title: DETAILS I t"i t fir. -aa I I RECEIVED sheet Number: EAST -.WEST BUILDING CITY OF TUKWILA SECTION WITH NEW DiMISING +s FEB. 0 4 2015 WALL PROFILE. (SHADED) Am 3ml V 1111 - PERMIT CENTER EXIST. BUILDING SECTION WITH NEW DEMISING WALL PROFILE 5 ®zos 1 /8 = 1'-0» FUUIR•SEMS I I ARCHITECTS