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Permit D08-391 - WILBUR ELLIS COMPANY - TENANT IMPROVEMENT
WILBUR ELLIS COMPANY 16300 CHRISTENSEN D08 -391 Parcel No.: 2523049078 Address: 16300 CHRISTENSEN RD TUKW Suite No: City* Tukwila Owner: Name: BRCP RIVERVIEW PLAZA LLC Address: 248 HOMER AVE , PALO ALTO CA 94301 Phone: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Tenant: Name: WILBUR ELLIS COMPANY Address: 16300 CHRISTENSEN RD SUITE 135 & 230 , TUKVVILA WA Contact Person: Name: AMANDA DAIGLE Address: 1201 WESTERN AV SUITE 450 , SEATTLE WA 98101 Phone: 425- 635 -8684 doc: IBC -10/06 DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D08 - 391 Issue Date: 09/12/2008 Permit Expires On: 03/11/2009 Contractor: Name: GATEWAY CONSTRUCTION SRVCS INC. Address: 701 DEXTER AVE N SUITE 420 , SEATTLE WA 98109 Phone: (206)621 -9111 Contractor License No: GATEWCS992C3 Expiration Date: 03/04/2010 DESCRIPTION OF WORK: TENANT IMPROVEMENT INCLUDING: 1ST FLOOR - RELOCATION OF ENTRY TO SUITE, DEMO SEVERAL INTERIOR PARTITIONS TO MAKE OPEN OFFICE WORKSTATIONS, NEW OFFICES AND NEW CONFERENCE ROOMCENTER WITH 2 CONFERENCE ROOMS, TRAINING ROOM, CATERING ROOM,. PHONE ROOM, STORAGE AND NEW RECEPTION. FLOOR 2 - DEMO SEVERAL INTERIOR PARTITIONS TO MAKE OPEN OFFICE WORKSTATIONS AND NEW OFFICES. NEW CEILING TILES USING EXISTING GRID AND LIGHTING THROUYGHOUT SUITE ON BOTH FLOORS. Value of Construction: $300,000.00 Fees Collected: $4,476.00 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2006 Type of Construction: V -B Occupancy per IBC: 0008 D08 -391 Printed: 09 -12 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: Permit Center Authorized Signature: doc: IBC -10/06 City okukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us N Signature: Print Name: R f -rd • Permit Number: D08 -391 Issue Date: 09/12/2008 Permit Expires On: 03/11/2009 Date: (` I D-!O V I hereby 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 ormance of work. I am authorized to sign and obtain this development permit. Date: 9 - 1 2 --02s This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D08 -391 Printed: 09 -12 -2008 Parcel No.: 2523049078 Address: Suite No: Tenant: • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us 16300 CHRISTENSEN RD TUICW WILBUR ELLIS COMPANY 1: ** *BUILDING DEPARTMENT COND1TiONS * ** PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D08 -391 ISSUED 08/06/2008 09/12/2008 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 7: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: 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. 10: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 11: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431- 3670). 13: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 14: ** *FIRE DEPARTMENT CONDITIONS * ** doc: Cond -10/06 D08 -391 Printed: 09 -12 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us • 15: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 16: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 17: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 18: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (1FC 906.6) 19: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 20: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 21: 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) 22: 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) 23: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 24: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 25: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EMT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 26: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) doc: Cond -10/06 D08 -391 Printed: 09 -12 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us 27: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 28: Every room or space that is an assembly occupancy shall have the occupancy load of the room or space posted in a conspicuous place, near the main exit or exit access doorway from the room or space. Posted signs shall be of an approved legible permanent design and shall be maintained by the owner or authorized agent. (IFC 1004.3) 29: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 30: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 31: 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 the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 32: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 33: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 34: In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. (IFC 505.1) 35: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 36: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 37: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond -10/06 * * continued on next page ** D08 -391 Printed: 09 -12 -2008 I hereby certify that I have read these conditions and will comply with them as outlined. 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 provision of any other work or local laws regulating construction or the performance of work. Signature: k _ Print Name: s E - doc: Cond -10/06 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Date: I r 2 —v D08 -391 Printed: 09 -12 -2008 CITY OF TUKWI Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us Site Address: 16300 Christensen Road Tenant Name: Wilbur Ellis Company Property Owners Name: Unico Properties LLC Mailing Address: 1215 4th Avenue, Suite 600 Building Perm�tNo. 7W6- S Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No Project No (For office use only) 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.: 2523049078 Suite Number: 13s v�3v Floor: 1 and 2 New Tenant: ❑ Yes El ..No Seattle City WA State 98161 Zip CONTACT PERSON — who do we contact when your permit is ready to be issued Name: Amanda Daigle Mailing Address: 1201 Western Ave. Suite 450 E -Mail Address: amandad @jpcarchitects.com Company Name: To be determined Contact Person: E -Mail Address: Company Name: JPC Architects Mailing Address: 1201 Western Ave. Suite 450 Contact Person: Amanda Daigle E -Mail Address: amandad @jpcarchitects.com Q:Wpplications\Fonns- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Day Telephone: 425- 635 -8684 Seattle WA City State Fax Number: 425- 637 -8200 GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Mailing Address: City Day Telephone: Fax Number: Seattle State WA City State Day Telephone: 425- 635 -8684 Fax Number: 425- 637 -8200 98101 Zip Zip Contractor Registration Number: Expiration Date: ARCHITECT OF RECORD — All plans must be wet stamped by Architect of Record ENGINEER OF RECORD — All plans must be wet stamped by Engineer of Record 98101 Zip Company Name: N/A Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Page 1 of 6 BUILDING PERMIT INFORMOION - 206 -431 -3670 S Valuation of Project (contractor's bid price): $ 300,000 Existing Building Valuation: $ Scope of Work (please provide detailed information): Tenant Improvement including: 1st Floor - Relocation of entry to suite, demolition of several interior partitions to make room for open office workstations, new offices and a new conference center with two conference rooms, training room, catering room, phone room, storage and new reception. Floor 2 - Demolition of several interior partitions to make room for open office workstations and new offices. New ceiling tile (using existing grid) and lighting throughout suite on both floors one and two. Will there be new rack storage? ❑ Yes Provide All Building Areas in Square Footage Below ® No If yes, a separate permit and plan submittal will be required. 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 11): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ® Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ►;/ No If "yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11 "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q: Applications\Forms- Applications On Line\1 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1 Floor 12,891 12,891 N/A -- V -N -Fully Sprinklered B 2 Floor 8,430 8,430 N/A -- V -N -Fully Sprinklered B 3 Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFORMOION - 206 -431 -3670 S Valuation of Project (contractor's bid price): $ 300,000 Existing Building Valuation: $ Scope of Work (please provide detailed information): Tenant Improvement including: 1st Floor - Relocation of entry to suite, demolition of several interior partitions to make room for open office workstations, new offices and a new conference center with two conference rooms, training room, catering room, phone room, storage and new reception. Floor 2 - Demolition of several interior partitions to make room for open office workstations and new offices. New ceiling tile (using existing grid) and lighting throughout suite on both floors one and two. Will there be new rack storage? ❑ Yes Provide All Building Areas in Square Footage Below ® No If yes, a separate permit and plan submittal will be required. 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 11): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ® Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ►;/ No If "yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11 "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q: Applications\Forms- Applications On Line\1 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 PERMIT APPLICATION NOT — Applicable to all permits in this application 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. Building and Mechanical Permit 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). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing 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 0 Signature: Print Name: Amanda M D Date Application Accepted: OR AUTI-ItOR ' E !' ENT: 4W/ Mailing Address: 1201 Western Ave. Suite 450 8-6-08 Q :\Applications\Forms-Applications On Linen -2006 - Permit Application.doc Revised: 9 -2006 bh Day Telephone: 425- 635 -8684 Seattle City Date: O — 6 — Ucl WA State Staff Initials: Gte. 98101 Zip Date Application Expires: Page 6 of 6 Payee: UNICO PROPERTIES ACCOUNT ITEM LIST: Description City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www. ci. tukwila. wa. us Parcel No.: 2523049078 Permit Number: D08 -391 Address: 16300 CHRISTENSEN RD TUICW Status: APPROVED Suite No: Applied Date: 08/06/2008 Applicant: WILBUR ELLIS COMPANY Issue Date: Receipt No.: R08 -03245 Payment Amount: $2,715.00 Initials: WER Payment Date: 09/12/2008 02:08 PM User ID: 1655 Balance: $0.00 TRANSACTION LIST: Type Method Descriptio Amount Payment Check 6943 2,715.00 RECEIPT Account Code Current Pmts BUILDING - NONRES 000/322.100 2,710.00 PLAN CHECK - NONRES 000/345.830 .50 STATE BUILDING SURCHARGE 000/386.904 4.50 Total: $2,715.00 77.5. • /1_ ,707 TO - AL 2715/): doc: Receiot -06 Printed: 09 -12 -2008 Receipt No.: R08 -02859 Payee: JPC ARCHITECTS • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us TRANSACTION LIST: Type Method Descriptio Amount Payment Check 20760 1,761.00 ACCOUNT ITEM LIST: Description doc: Receiot -06 PLAN CHECK - NONRES RECEIPT Account Code Current Pmts 000/345.830 1,761.00 Total: $1,761.00 Parcel No.: 2523049078 Permit Number: D08 -391 Address: 16300 CHRISTENSEN RD TUKW Status: PENDING Suite No: Applied Date: 08/06/2008 Applicant: WILBUR ELLIS COMPANY Issue Date: Payment Amount: $1,761.00 Initials: WER Payment Date: 08/06/2008 01:40 PM User ID: 1655 Balance: $2,715.00 5750 08 /06 0710 TOTAL 1761.00 Printed: 08-06 -2008 Project:. L i, l it L L is Type of Inspection: — i 4rshffEss4yts . k: . Address: I 10306 (' h f. s 'S - ii s,► Date Calle : - 1 •1 26 Special Instructions: i Date Wanted: 2- — Z — Ca-e-) �..� p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: P Inspector: (Date: ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: Project:, , (k), I bur ELLS Type of Inspection: 6 LA? RAI C 4F At Address: 1toso00kieis -tir59.1 Date Called: rd Special Instructions: / Date Wanted:. 2 - . d p.m. Requester: Phone No: 2 — .0 (..a - 7g., -43' a INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: IV.1 IA- 3 A .‘.) S pA ei. A. I ns pecto X11 :-,1111111111 Date: 2 2 ❑ $60.00 REINSPECTION FEE RE . UIR D. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Proj ect °� � 1 `nU .a � `► Type of Inspection: c R A-6A I NC> Address: I Co Soo ∎Ac2.6.1 NSN Date Called: la r) Special Instructions: Date Wanted: C„a,jR 26 62 - - "19( o trAf31 p.m. Requester: Phone No: 2O Co — 7v(: -CT.: &'J', INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 8- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -360 Approved per applicable codes. 658 -3a 1 Corrections required prior to approval. MMENTS: f 1'7 r R A w tom\ K AP P4rN. 6A likA4-410?YQj 71'; 4-0 c, • Date: 7 // .00 REINSPECTION F QURED. Prior to inspection, fee must be a'd at 6300 Southcen.tr Blvd Suite 100. Call to schedule reinspection. EE RE Recut No.: 'Date: Project: 0 0 I b t y Lt./ S Type of Inspection: r ---- 2 Aryl i N 67 Address: 16 3 DU MI r c.ayse m De C Iled: ., Special Instructions: Date 1 Want`d: ! Q 1 � a.m. Requester: Phone No 2 - 7, 8S 66 03 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. COMMENTS: p � ,/\ P h fti �t L� F G�Arm I>e( - p< e ■ 1 Date:1 v ve 0.00 REINSPECTION FEE - REQUIRD. Prior to inspection, fee must be aid at 6300 Southcenter Blvd., Sui a 100. Call to schedule reinspection. r eceipt No.: 'Date: ns or Project: \,,,+j - V Type of Inspection: C. L,bw -r Address: } AO Get 1 Suite #: \17c., Contact Persqn: �1 ∎ +c- Vi �� Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: • 3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 1,. 34l S - 4$y PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 — proved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: Hrs.: $80}00 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 Project: t,, L6�"- 4:6•s • Sprinklers: Type of Inspection: s :i r C Jr,4,_ ,IGtr �. -, a,„.se. a Address: /3o" C Op''' en -s • 5 Suite #: ... /G.. Contact Person: h9,•14, dyed �d� -.ems- Special Instructions: . Occupancy Type: Phone No.: ,2vz - 2.4. • 03 ,fS" Needs Shift Inspection: _ - Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: �4 a INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT 444 Park East, Tukwila, Wa. 98188 206- 575 -4407 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit COMMENTS: 10 13,.- It 23. s' •r Inspector: 540 Date: ,'s7' Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from tli@ City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 408- 3t / 68- s -- re PERMIT NUMBERS I I Corrections required prior to approval. T.F.D. Form F.P. 113. Project: WI (6.. - e LZiS Type of Inspection: 5 P Cuei Address: 1( 61,,,,,' Suite #: IBS Contact Person: "I' PA Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: t INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 0 — S — 5 PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Ixt Approved per applicable codes. Corrections required prior to approval. COMMENTS: / L / � -CIoatt_ - E a a►fd - 14414 , dale .�..... :......_ __d......... -._ I. ��_.�.a, ......_ ..Y Inspector: Date: 4, /z $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 08/25/2008 12:39 2063737135 UNICO' Unico Properties LLC • 16040 CHRISTENSEN ROAD • SUITE T00 SEATTLE, WASHINGTON 98188 [2f161 373 -7130 TO: Joanna Spencer FROM: Shannon Green SUBJECT: D08 -391 & PW08 -077 COMMENTS: Joanna, Best Regards, Shannon Green CIT v Y AUG 2 5 2008 PERMIT CENTER • • FAX: PHONE: 206 -431 -3665 206 -433 -0179 FAX: (206) 373 -7135 UNICO SOUTH HAUL 191/12 PHONE: (206) 373 -7137 PAGES: 12 (including cover) DATE & TIME: August 25, 2008 Fax Attached are the backflow assembly test report forms for Riverview Plaza. I don't know if you are missing the forms just for the 16300 building or if you need the other two buildings as well, so I am sending all. Let me know if you need anything further. CORRECTION LT R# L'nico Properties LLC T [206) 373 -7130 F [2061 373 -7135 www. unfcoprop.corn I I.uw rnwavna n. un.c v. .+.... s ... INITIAL TEST RESULTS . -- - TESTS AFTER REPAIR OR CLEANING RPBA PSI DROP ACROSS #I CHECK VALVE RELIEF VALVE OPENED _ PS ID #1 CHECK VALVE CLOSED TIGHT? # I CHECK VALVE LEAKED? #2 CHECK VALVE CLOSED TIGHT? 92 CHECK VALVE LEAKED? APPROVED AIR GAP PROVIDED? RPBA PASSED TEST? PSID PSI DROP ACROSS #1 CHECK VALVE PSID ❑ RELIEF VALVE OPENED PS ID # 1 CHECK VALVE CLOSED TIGHT? # 1 CHECK VALVE LEAKED? #2 CHECK VALVE CLOSED TRIM'? #2 CHECK VALVE LEAKED? APPROVED AIR CAP PROVIDED? • • • ❑ • • • ❑ • - Yes • No • RPBA PASSED TEST? Yee • ' No • DCVA #1 CHECK VALVE CLOSED TIGHT? 2,1 NI CHECK VALVE LEAKED? #2 CHECK VALVE CLOSED TIGHT? #2 CHECK VALVE LEAKED? DCVA PASSED TEST? PSID PSID NI CHECK VALVE CLOSED TIGHT? _ PSID NI CHECK VALVE LEAKED? #2 CHECK VALVE CLOSED TIGHT? PSID ❑ ❑ • _ #2 CHECK VALVE LEAKED? • Ycs ► / • No • DCVA PASSED TEST? Yea • No • PVBA AIR INLET OPENED AT PSID MR INLET FAILED TO OPEN? CHECK VALVE HELD TIGHT AT PSID ❑ AIR INLET OPENED AT PSID AIR INLET FAILED TO OPEN? CHECK VALVE HELD TIGHT AT PSID CHECK VALVE LEAKED? PVBA PASSED TEST? Yes ❑ ❑ ❑ CHECK VALVE LEAKED? PVBA PASSED TEST? IS No • Yes • No • -- -- 871 ......,�.....a., C010 nree r, 08/25/2008 12:39 2063737135 NAME SERVICE ADDRESS 16040 Christensen Road CITY Tukwila ASSEMBLY LOCATION To the left of main entry. nesl to lireline vault. CROSS - CONNECTION CONTROL FOR Irrigation SIZE 1.5" MAKE Febeo APPROVED ASSEMBLY? REMARKS: Passed TEST COMPANY TEST KIT MAKE Midwest River View Plaza Bldg 3 SIGNATURE REPAIRED BY A RETESTED BY N/A • • City of Tukwila — Public Works Maintenance Department 600 Minkler Blvd, Tukwila, WA 98188 Fire Systems West Backflow Assembly Test Report Form MODEL 850 PROPERINSTALIA UNICO SOUTH PAGE 02/12 ACCOUNT METER # N/A STATE WA ZIP CODE 98188 TYPE DC EXISTING? ❑ PHONE 253- 833.1248 REAPAIR DATE N/A CERT # N/A DATE TESTED N/A SN R17448 REPLACEMTN? ❑ MODEL 845 SN 07071816 CALIBRATION DATE 02-98 I certl* that I used WAC 246-290-490 approved Test Methods and Dtfferential Pressure Test Equipment TESTER'S NAME (PRINTED) JefHeighway CERTIFICATION B4941 DATE TESTED 06-13-2008 08/25/2008 12:39 2063737135 UNICO SOUTH NAME SERVICE ADDRESS 16300 Christiansen Rd CITY Tukwila ASSEMBLY LOCATION CROSS - CONNECTION CONTROL FOR En vault near L1V , SIZE 3/4" MAKE Ames MODEL � •: 807M1 TYPE DCVA LINE PRESSURE AT TIME OF TEST? 160 NEW? .❑ EXISTING? INITIAL TEST RESULTS RPBA DCVA PVBA PSI DROP ACROSS #1 CHECK VALVE PSID RELIEF VALVE OPENED PS ID # I CI IECK VALVE CLOSED TIGHT? #1 CHECK VALVE LEAKED? #2 CHECK VALVE CLOSED TIGHT? #2 CHECK VALVE LEAKED? APPROVED AIR GAP PROVIDED? RPBA PASSED TEST? Yes ❑ No ❑ TESTS AFTER REPAIR OR CLEANING PSI DROP ACROSS #1 CHECK VALVE PSID RELIEF VALVE OPENED PS ID 111 CHECK VALVE CLOSED TIGHT? N I CHECK VALVE LEAKED? #2 CHECK VALVE CLOSED TIGHT? • #2 CHECK VALVE LEAKED? APPROVED AIR GAP PROVIDED? RPBA PASSED TEST? Yes ❑ No ❑ ❑ No ❑ #1 CHECK VALVE CLOSED TIGHT? La PSID #1 CHECK VALVE LEAKED? #2 CHECK VALVE CLOSED TIGHT? L88 PSID • 112 CHECK VALVE LEAKED ?' • DCVA PASSED TEST? Yes No ❑ AIR INLET OPENED AT _ _ .. PSID AIR INLET FAILED TO OPEN? CHECK VALVE HELD TIGHT AT PSID CHECK VALVE LEAKED? PVBA PASSED TEST? Yes ❑ NI CHECK VALVE CLOSED TIGHT? PSID #1 CHECK VALVE LEAKED? #2 CHECK VALVE CLOSED TIGHT? PSID #2 CHECK VALVE LEAKEI3?.... .... DCVA PASSED TEST? Yes ❑ AIR INLET OPENED AT PSID AIR INLET FAILED TO OPEN? CHECK VALVE HELD TIGHT AT PSID CHECK VALVE LEAKED? PVBA PASSED TEST? Yes ❑ No ❑ APPROVED ASSEMBLY? El REMARKS: TEST COMPANY TEST KIT MAKE Midwest Riverview Plaza Bldg 3 Fire Systems West I certib that I used WAC 246-290 -490 approved Test Methods and Differential Pressure Test Equipment CERTIFICATION B -4726 TESTER'S NAME (PRINTED) Reese Freeman SIGNATURE REPAIRED BY RETESTED BY • City of Tukwila Public Works Mainttmce Department 600 Minkler Blvd, Tukwila, WA 98188 Backflow Assembly Test Report Form Fire Sprinkler Water - Bypass MODEL da No ❑ PROPER INSTALLATION? ® INSPECTED BY CCS? ❑ 845 • CER'I' ACCOUNT METER # STATE WA PHONE 253- 833 -1248 ZIP CODE 98188 SN 48056 REPLACEMTN? ❑ SN 08060786 CALIBRATION DATE 09/07 DATE TES TED 3/25/08 REAPAIR DATE DATE TESTED PAGE 04/12 08/25/2008 12:39 2063737135 REMARKS: Riverview Plaza Bldg 1 NAME SERVICE ADDRESS 16040 Christiansen Rd. CITY Tukwila In vault near PIV ASSEMBLY LOCATION CROSS - CONNECTION CONTROL FOR SIZE 3/4 MAKE AMES LINE PRESSURE AT TIME OF TEST? 155 INITIAL TEST RESULTS RPBA DCVA PSI DROP ACROSS #1 CHECK VALVE PSID RELIEF VALVE OPENED PS ID 01 CHECK VALVE CLOSED TIGHT? ❑ # I CHECK VALVE LEAKED? ❑ #2 CHECK VALVE CLOSED TIGHT? • ❑ #2 CHECK VALVE LEAKED? ❑ APPROVED AIR GAP PROVIDED? ❑ RPBA PASSED TEST? Yes ❑ • NQ•,Q ; # 1 CHECK VALVE CLOSED TIGHT? 21 PSID # 1 CHECK VALVE LEAKED? #2 CHECK VALVE CLOSED TIGHT? U PSID #2 CHECK VALVE LEAKED? DCVA PASSED TEST? Yes AIR INLET OPENED AT PSID AIR INLET FAILED TO OPEN? PVBA CHECK VALVE HELD TIGHT AT PSID CHECK VALVE LEAKED? PVBA PASSED TEST? Yes ❑ APPROVED ASSEMBLY? SI No ❑ TESTS AFTER REPAIR OR CLEANING PSI DROP ACROSS #I CHECK VALVE PSID RELIEF VALVE OPENED PS ID # 1 CHECK VALVE CLOSED TIGHT? # CHECK VALVE LEAKED? #2 CHECK VALVE CLOSED TIGHT? #2 CHECK VALVE'LEAKED? APPROVED AIR GAP PROVIDED? RPBA PASSED TEST? • Yes ❑ No ❑ # 1 CHECK VALVE CLOSED TIGHT? PS1D #1 CI IECK VALVE LEAKED? #2 CHECK VALVE CLOSED TIGHT? PSID #2 CHECK VALVE LEAKED? DCVA PASSED TEST? Yes ❑ AIR INLET OPENED AT PSID AIR INLET FAILED TO OPEN? CHECK VALVE HELD TIGHT AT PSID CHECK VALVE LEAKED? PVBA PASSED TEST? Yes ❑ ❑ No ❑ TEST COMPANY Fire Systems West TEST KIT MAKE Midwest SIGNATURE REPAIRED BY RETESTED BY City f Tukwila — Public Works Maini![ance Department 600 Minkler Blvd, Tukwila, WA 98188 Backflow Assembly Test Report Form Fire Sprinkler Water - Bypass MODEL 845 No ❑ PROPER INSTALLATION? ® • INSPECTED BY CCS? ❑ 1 certify that I used WAC 246 -290 -490 approved Test Methods and Dif`erentia! Pressure Test Equipment TESTER'S NAME (PRINTED) Reese Freem #� '�- i •' CERTIFICATION B -4726 MODEL 007M1 NEW? ❑ CERT # UNICO SOUTH HAUL lb/12 ACCOUNT # SN METER N STATE WA 08060786 TYPE DCVA EXISTING? El PHONE 253- 833 -1248 ZIP CODE 98188 CALIBRATION DATE 09107 DATE TESTED 3/25/08 REAPAIR DATE DATE TESTED SN 47494 REPLACEMTN? ❑ 08/25/2008 12:39 2063737135 UNICO SOUTH NAME SERVICE ADDRESS 16040 Christiansen Rd. CITY 'Tukwila Riverview Plaza Bldg 1 ASSEMBLY LOCATION In vault near PIV CROSS - CONNECTION CONTROL FOR Fire Sprinkler Water SIZE 8" MAKE AMES LINE PRESSURE AT TIME OF TEST? 155 INITIAL TEST RESULTS RPBA DCVA PVBA PSI DROP ACROSS #1. CHECK VALVE PSID RELIEF VALVE OPENED PS ID # I CHECK VALVE CLOSED TIGHT? #1 CHECK VALVE LEAKED? #2 CHECK VALVE CLOSED TIGHT? #2 CHECK VALVE LEAKED? APPROVED AIR GAP PROVIDED? RPBA PASSED TEST? Yes ❑ ❑ No ❑ # I CHECK VALVE CLOSED TIGHT? 21 PSID #1 CHECK VALVE LEAKED? #2 CHECK VALVE CLOSED TIGHT? 2,11 PSID #2 CHECK VALVE LEAKED? DCVA PASSED TEST? Yes El ❑ No ❑° AIR INLET OPENED AT PSID AIR INLET FAILED TO OPEN? CHECK VALVE HELD TIGHT AT PSID CHECK VALVE LEAKED? PVBA PASSED TEST? Yes ❑ 0. ❑ No ❑ TESTS AFTER REPAIR OR CLEANING PSI DROP ACROSS #1 CHECK VALVE PSID RELIEF VALVE OPENED PS ID # 1 CHECK VALVE CLOSED TIGHT? # I CHECK VALVE LEAKED? #2 CHECK VALVE CLOSED TIGHT? #2 CHECK VALVE LEAKED? APPROVED AIR GAP PROVIDED? RPBA PASSED. TEST? Yes ❑ No ❑ #1 CHECK VALVE CLOSED TIGHT? PSID # 1 CHECK VALVE LEAKED? 02 CHECK VALVE CLOSED TIGHT? PSID #2 CHECK VALVE LEAKED? . DCVA PASSED TEST? ' Yes ❑ No ❑ AIR INLET OPENED AT PSID AIR INLET FAILED TO OPEN? CHECK VALVE HELD TIGHT AT PSID CHECK VALVE LEAKED? PVBA PASSED TEST? Yes ❑ No ❑ APPROVED ASSEMBLY? REMARKS: TEST COMPANY Fire Systems West SN 08060786 CALIBRATION DATE 09/07 I certify that 1 used WAC 246- 290 -490 approved Test Methods and Differential Pressure Test Equipment TESTER'S NAME (PRINTED 1 Reese Fr CERTIFICATION B-726 TEST KIT MAKE SIGNATURE REPAIRED BY RETESTED BY Midwest • City of Tukwila - Public Works Maintenance Department 600 Minkler Blvd, Tukwila, WA 98188 Backflow Assembly Test Report Form MODEL 845 MODEL 3000SE NEWT ❑ PROPER INSTALLATION? el CET;, y ACCOUNT # METER STATE WA . TYPE DCDA EXISTING? PHONE 253 - 833 -1248 ZIP CODE DATE TESTED 3/25/08 REAPAIR DATE DATE TESTED PAGE 06/12 98188 SN 101099 REPLACEMTN? ❑ INSPECTED BY CCS? ❑ LINO ntraau %. r. Hi t ',viz Nay 'wt: WV .....� u - - INITIAL TEST RESULTS TESTS AFTER REPAIR OR CLEANING RPBA PSI DROP ACROSS #1 CHECK VALVE RELIEF VALVE OPENED 2j PSID #1 CHECK VALVE CLOSED TIGHT? #1 CHECK VALVE LEAKED? #2 CHECK VALVE CLOSED TIGHT? #2 CHECK VALVE LEAKED? APPROVED AIR GAP PROVIDED? RPBA PASSED TEST? PSID ❑ ❑ ❑ ; 1 , PSI DROP ACROSS #1 CHECK VALVE PSID ❑ ❑ ❑ ❑ ❑ No ❑ RELIEF VALVE OPENED PS In Yes ❑ #1 CHECK VALVE CLOSED TIGHT? #1 CHECK VALVE LEAKED? #2 CHECK VALVE CLOSED TIGHT? #2 CHECK VALVE LEAKED? APPROVED AIR GAP PROVIDED? RPBA PASSED TEST? . Yes ❑ e. : . No : DCVA #1 CHECK VALVE CLOSED TIGHT? PSID ❑ ❑ No ❑ #1 CHECK VALVE CLOSED TIGHT? PSID ' ❑ ❑ No ❑ Ill CHECK VALVE LEAKED? #2 CHECK VALVE CLOSED TIGHT? PST!) # I CHECK VALVE LEAKED? #2 CHECK VALVE CLOSED TIGHT? PSID #2 CHECK VALVE LEAKED? . .. DCVA PASSED TEST? Yes ❑ #12 CHECK VALVE LEAKED.? DCVA PASSED TEST? . . Yes ❑ PVBA AIR INLET OPENED AT PSID • PSID ❑ ❑ No ❑ AIR INLET OPENED AT PSID ❑ ❑ No ❑ AIR INLET FAILED TO OPEN? ' CHECK VALVE HELD TIGHT AT PSID AIR INLET FAILED TO OPEN? CHECK VALVE HELD TIGHT AT CHECK VALVE LEAKED? PVBA PASSED TEST? Yes ❑ CHECK VALVE LEAKED? PVBA PASSED TEST? Yes ❑ 08/25/2008 12:39 2063737135 NAME SERVICE ADDRESS 16040 Christiansen Rd. CITY Tukwila ASSEMBLY LOCATION Mens Restroom utility Closet CROSS - CONNECTION CONTROL FOR Domestic SIZE 3" MAKE Wilkins APPROVED ASSEMBLY? El REMARKS: Check Valve 2 leaked, need rebuild kil TEST COMPANY TEST KIT MAKE Riverview Plaza Bldg 1 Midwest Fire Systems West TESTER'S NAME (PRINTED) Reese Freema SIGNATURE REPAIRED BY RETESTED BY City f Tukwila — Public Works Maintenance Department 600 Minlder Blvd, Tukwila, WA 98188 r Backflow Assembly Test Report Form MODEL. 007M1 PROPER INSTALLATION? METER # STATE WA CERT # UNICO SOUTH 1 t7!/1'L ACCOUNT # TYPE RPBA TING? ZIP CODE 98188 SN L24205 REPLACEMTN? ❑ PHONE 253 -833 -1248 MODEL 845 SN 08060786 CALIBRATION DATE 09/07 I certq that I used WAC 246-290 -490 approved Test Methods and Differential Pressure Test Equipment 7. CERTIFICATION B-4726 DATE TESTED 3/25/08 REAPAIR DATE DATE TESTED .I,'t I I%W V V W /� • • .. � v. . w .. -- INITIAL TEST RESULTS - -- - - r. — TESTS AFTER REPAIR OR CLEANING RPBA . PSI DROP ACROSS # 1 CHECK VALVE 9_4 PSID RELIEF VALVE OPENED 2 PSID #1 CHECK VALVE CLOSED TIGHT? #1 CHECK VALVE LEAKED? #2 CHECK VALVE CLOSED TIGHT? #2 CHECK VALVE LEAKED? APPROVED AIR GAP PROVIDED? [) PSI DROP ACROSS #1 CHECK VALVE _ PSID • ❑ ❑ ❑ ❑ ❑ RELIEF VALVE OPENED PS ID # 1 CHECK VALVE CLOSED TIGHT? # I CHECK VALVE LEAKED? #2 CHECK VALVE CLOSED TIGHT? #2 CHECK VALVE LEAKED? APPROVED AIR GAP PROVIDED? RPBA PASSED TEST? - Yes ❑ 0 . ❑ F2 No ❑ No ►,4 RPBA PASSED TEST? Yes ►:1 • DCVA #1 CHECK VALVE CLOSED TIGHT? PSID ❑ • ' ❑ No ❑ #1 CHECK VALVE CLOSED TIGHT? PSID ❑ ❑ No ❑ #1 CHECK VALVE LEAKED? #2 CHECK VALVE CLOSED TIGHT? PSID #1 CHECK VALVE LEAKED? #2 CHECK VALVE CLOSED TIGHT? PSID #2 CHECK VALVE LEAKED? .. . '` — DCVA PASSED TEST? Yes ❑ #2 CHECK VALVE LEAKED ?.. . _ DCVA PASSED TEST? Yes ❑ PVBA AIR INLET OPENED AT PSID ❑ - __,, ❑ AIR INLET OPENED AT PSID ❑ ❑ No ❑ AIR INLET FAILED TO OPEN? CHECK VALVE HELD TIGHT AT PSID AIR INLET FAILED TO OPEN? CHECK VALVE HELD TIGHT AT PSID CHECK VALVE LEAKED? CHECK VALVE LEAKED? PVBA PASSED TEST? Yes ❑ PVBA PASSED TEST? Yes • No • 08/25/2008 12:39 2063737135 Riverview Plaza Bldg 1 NAME SERVICE ADDRESS 16040 Christiansen Rd CITY Tukwila ASSEMBLY LOCATION APPROVED ASSEMBLY? REMARKS: TEST KIT MAKE Midwest SIGNATURE REPAIRED BY RETESTED BY UNICO SOUTH PAGE 08/12 • City of Tukwila -- Public Works Maintenance Department 600 Minlder Blvd, Tukwila, WA 98188 io meter box In planter . CROSS. CONNECTION CONTROI. FOR .irrigation SIZE Y' MAKE Watts TEST COMPANY Fire Systems West TESTER'S NAME (PRINTED) Reese Fr moo Backflow Assembly Test Report Form MODEL 845 ACCOUNT# MODEL 099M2QT PROPER INSTALLATION? CERT METER # STATE WA - TYPE RPBA EXISTING? ZIP CODE 98188 SN 125438 REPLACEMTN? ❑ PHONE 253. 833 -1248 SN 08060786 CALIBRATION DATE 09/07 I certf that I used WAC 246 -290 -490 approved Test Methods and Differential Pressure Test Equipment CERTIFICATION B-4726 DATE TESTED 3125/08 REAPAIR DATE DATE TESTED 08/25/2008 12:39 2063737135 UNICO SOUTH NAME SERVICE ADDRESS CITY REMARKS: TEST COMPANY TEST KIT MAKE SIGNATURE REPAIRED BY RETESTED BY Riverview Plaza Bldg 2 16000 Christiansen Rd Tukwila ASSEMBLY LOCATION Mena Restroom utility Closet CROSS - CONNECTION CONTROL FOR Domestic SIZE 3" MAKE Wilkins LINE PRESSURE AT TIME OF TEST? 80 Midwest TESTER'S NAME (PRINTED) _ Reese Free an • City of Tukwila:- Public Works Maintenance Department 60(1Miiik"ier Blvd, Tukwila, WA 98188 MA( Backflow Assembly Test Report Form MODEL 375 NEW? ❑ APPROVED ASSEMBLY? IN PROPER INSTAU:ATION7 CERT ACCOUNT # METER # STATE WA TYPE RPBA EXISTING? ZIP CODE REAPAIR DATE DATE TESTED PAGE 09/12 98188 SN L1996S REPLACEMTN? ❑ RPBA . INITIAL TEST RESULTS PSI DROP ACROSS #I CHECK VALVE Q_0 PSID RELIEF VALVE OPENED 22 PSID # 1 CHECK VALVE CLOSED TIGHT? #1 CHECK VALVE LEAKED? #2 CHECK VALVE CLOSED TIGHT? #2 CHECK VALVE LEAKED? APPROVED AIR GAP PROVIDED? RPBA PASSED TEST? Yes DCVA • PVBA # 1 CHECK VALVE CLOSED TIGHT/ PSID 01 CHECK VALVE LEAKED? #2 CHECK VALVE CLOSED TIGHT? PSI() #2 CHECK VALVE LEAKED? • DCVA PASSED TEST? Yes ❑ ❑ o N o. ❑ AIR INLET OPENED AT PSID • AIR INLET FAILED TO OPEN? CHECK VALVE HELD TIGHT AT PSID CHECK VALVE LEAKED? PVBA PASSED TEST? Yes ❑ No ❑ TESTS AFTER REPAIR OR CLEANING PSI DROP ACROSS #1 CHECK VALVE PSID RELIEF VALVE OPENED PS ID #1 CHECK VALVE CLOSED TIGHT? # I CHECK VALVE LEAKED? #2 CHECK VALVE CLOSED TIGHT? #2 CHECK VALVE LEAKED? APPROVED AIR GAP PROVIDED? RPBA PASSED TEST? Ycs ❑ No ❑ #1 CHECK VALVE CLOSED TIGHT? PSID #1 CHECK VALVE LEAKED? #2 CHECK VALVE CLOSED TIGHT? PSID #2 CHECK VALVE LEAKED? . - . DCVA PASSED TEST? AIR INLET OPENED AT PSID AIR INLET FAILED TO OPEN? CHECK VALVE HELD TIGHT AT PSID CHECK VALVE LEAKED? PVBA PASSED TEST? Yes ❑ Yes ❑ • No ❑ No ❑ INSPECTED BY CCS? ❑ Fire Systems West . PHONE 253 - 833 -1248 MODEL 845 . , SN 08060786 CALIBRATION DATE 09/07 I certf that I used WAC 246 -290 -490 approved Test Methods and Differential Pressure Test Equipment CERTIFICATION B-4726 DATE TESTED 3/25108 08/25/2008 12:39 2063737135 , • NAME Riverview Plaza Bldg 2 SERVICE ADDRESS 16000 Christiansen Rd CITY Tukwila ASSEMBLY LOCATION . • In vault near P1V CROSS - CONNECTION CONTROL FOR SIZE 3/4" MAKE Ames LINE PRESSURE AT TIME OF TEST? 155 APPROVED ASSEMBLY? kg REMARKS: TESTER'S NAME (PRINTED) Reese Freem SIGNATURE REPAIRED BY RETESTED BY UNICO SOUTH PAGE 1E1/12 • City of Tukwila - Public Works Mainte nce Department 600 Minkler Blvd, Tukwila, WA 98188 Backflow Assembly Test Report Form Fire Sprinkler water - bypass .4g 1//0,Re-t MODEL 007M1 NEW? ❑ CERT # ACCOUNT # METER # STATE WA TYPE DCVA EXISTING? ZIP CODE 98188 SN 464345 REPLACEMTN? ❑ INITIAL TEST RESULTS RPBA DCVA PVBA AIR INLET OPENED AT PSID AIR INLET FAILED TO OPEN? CHECK VALVE HELD TIGHT AT PSID CHECK VALVE LEAKED? PVBA PASSED TEST? Yes ❑ TESTS AFTER REPAIR OR CLEANING PSI DROP ACROSS #1 CHECK VALVE PSID RELIEF VALVE OPENED PS ID NI CHECK VALVE CLOSED TIGHT? # I CHECK VALVE LEAKED? #2 CHECK VALVE CLOSED TIGHT? #2 CHECK VALVE LEAKED? APPROVED AIR GAP PROVIDED? RPBA PASSED TEST? Yes ❑ No ❑ #1 CHECK VALVE CLOSED TIGHT? PSID # I CHECK VALVE LEAKED? #2 CHECK VALVE CLOSED TIGHT? PSID #2.CHECK VALVE LEAKED? ...." . ..__ DCVA PASSED TEST? Yes 0 No ❑ PSI DROP ACROSS #1 CHECK VALVE PSID RELIEF VALVE OPENED PS ID #1 CHECK VALVE CLOSED TIGHT? #1 CHECK VALVE LEAKED? #2 CHECK VALVE CLOSED TIGHT? #2 CHECK VALVE LEAKED? APPROVED AIR GAP PROVIDED? RPBA PASSED TEST? Yes ❑ No ❑ # I CHECK VALVE CLOSED TIGHT? IA PSID #1 CHECK VALVE LEAKED? #2 CHECK VALVE CLOSED TIGHT? Imo(. PSID #2 CHICK VALVE LEAKED? DCVA PASSED TEST? t .❑ No ❑ AIR INLET OPENED AT PSID AIR INLET FAILED TO OPEN? CHECK VALVE HELD TIGHT AT PSID CHECK VALVE LEAKED? PVBA PASSED TEST? Yes ❑ No ❑ L . No ❑ PROPER INSTALLATION? ® INSPECTED BY CCS? ❑ TEST COMPANY Fire Systems West — PHONE 253 -833 -1248 TEST KIT MAKE Midwest MODEL 845 SN 08060786 CALIBRATION DATE 09/07 I certf that I used WAC 246 -290 -490 approved Test Methods and Differential Pressure Test Equipment CERTIFICATION B -4726 DATE TESTED 3/25/08 REAPAIR DATE DATE TESTED INITIAL TEST RESULTS TESTS AFTER REPAIR OR CLEANING RPBA • PSI DROP ACROSS #1 CHECK VALVE PS ID i.. ; ... 1... PSI DROP ACROSS #1 CHECK VALVE PSID RELIEF VALVE OPENED PS ID 01 CHECK VALVE CLOSED TIGHT? 0 #1 CHECK VALVE LEAKED? II #2 CHECK VALVE CLOSED TIGHT? II #2 CHECK VALVE LEAKED? ❑ APPROVED AIR GAP PROVIDED? ❑ RPBA PASSED TEST? Yes ❑ No ❑ RELIEF VALVE OPENED PS ID #I CHECK VALVE CLOSED TIGHT? ❑ #1 CHECK VALVE LEAKED? ❑ 1/2 CHECK VALVE CLOSED TIGHT? ❑ 112 CHECK VALVE LEAKED? ❑ APPROVED AIR GAP PROVIDED? ❑ RPBA PASSED TEST? Yes ❑ No ,❑ DCVA 01 CHECK VALVE CLOSED TIGHT? 21 PSID 01 CHECK VALVE LEAKED? ❑ #2 CHECK VALVE CLOSED TIGHT? 2,5� PSID #2 CHECK VALVE LEAKEd' - ❑ -• 111 CHECK VALVE CLOSED TIGHT? PSID # I CHECK VALVE LEAKED? ❑ #2 CHECK VALVE CLOSED TIGHT? PSID #2 CHECK VALVE LEAKED? t1' DCVA PASSED TEST? . . Yes ❑ No ❑ DCVA PASSED TEST? Yes 0 No ❑ PVBA AIR INLET OPENED AT PSID - AIR INLET OPENED AT PSID AIR INLET FAILED TO OPEN? II CHECK VALVE HELD TIGHT AT PSID AIR INLET FAILED TO OPEN? ❑ CHECK VALVE HELD TIGHT AT PSID CHECK VALVE LEAKED? ❑ PVBA PASSED TEST? Yes ❑ No ❑ CHECK VALVE LEAKED? II PVBA PASSED TEST? Yes ❑ No ❑ rw .................. e.v ia.ne t — i 08/25/2008 12:39 2063737135 NAME Riverview Plaza Bldg 2 SERVICE ADDRESS 16000 Christiansen Rd CITY Tukwila ASSEMBLY LOCATION In vault near P1V CROSS - CONNECTION CONTROL FOR Fire Sprinkler water SIZE 8" MAKE Ames INE PRESSURE AT TIME OF TEST? APPROVED ASSEMBLY? REMARKS: TEST COMPANY Public Works Maintenance artment De City of Tukwila -- Pu P 600 Minkler Blvd, Tukwila, WA 98188 Backflow Assembly Test Report Form Fire Systems West TESTER'S NAME (PRINTED) Reese Freeman MODEL 3000SE UFW 1 1 ACCOUNT PROPER INS:I*LATION? UNICO SOUTH PAGE 11/12 METER # STATE WA TYPE DCDA EXISTING? PHONE 253 -833 -1248 TEST KIT MAKE Midwest MODEL 845 SN 08060786 CALIBRATION DATE 09/07 1 cert' that ! used WAC 246 - 290 -490 approved Test Methods and Differential Pressure Test Equipment CERTIFICATION 0-4726 ZIP CODE 98188 DATE TESTED 3/25/08 SIGNATURE REPAIRED BY RETESTED BY CERT if DATE TESTED REAPAIR DATE .SN 101534 REPLACEMTN? ❑ INITIAL TEST RESULTS TESTS AFTER REPAIR OR CLEANING PSI DROP ACROSS #1 CHECK VALVE PSID PSI DROP ACROSS #I CHECK VALVE PSID RELIEF VALVE OPENED PS ID RELIEF VALVE OPENED PS ID 01 CHECK VALVE CLOSED TIGHT? ❑ . III CHECK VALVE CLOSED TIGHT? ❑ RPBA 111 CHECK VALVE LEAKED? ❑ #1 CHECK VALVE LEAKED? ❑ 82 CHECK VALVE CLOSED TIGHT? ❑ #2 CHECK VALVE CLOSED TIGHT? ❑ 82 CHECK VALVE LEAKED? ❑... #2 CHECK VALVE LEAKED? ❑ APPROVED AIR GAP PROVIDED? ❑. APPROVED AIR GAP PROVIDED? ❑ RPBA PASSED TEST? Yes , .. RPBA PASSED TEST? • Yes ❑ No ❑ # 1 CHECK VALVE CLOSED TIGHT? 1.2 PSID ' #1 CHECK VALVE CLOSED TIGHT? PSID #I CHECK VALVE LEAKED? ❑ #1 CHECK VALVE LEAKED? ❑ DCVA #2 CHECK VALVE CLOSED TIGHT? 1U PSID #2 CHECK VALVE CLOSED TIGHT? PSID #2 CHECK VALVE LEAKED? •' ❑ t #2 CHECK VALVE LEAKED? . ... _ . ❑ DCVA PASSED TEST? Yes a No ❑ . DCVA PASSED TEST? Yes ❑ No ❑ AIR INLET OPENED AT. PSID AIR INLET OPENED AT PSID _ .... AIR INLET FAILED TO OPEN? ; ' ❑ AIR INLET FAILED TO OPEN? ❑ PVBA CHECK VALVE HELD TIGHT AT PSID CHECK VALVE HELD TIGHT AT PSID CHECK VALVE LEAKED? ❑ CHECK VALVE LEAKED? ❑ PVBA PASSED TEST? Yes ❑ No ❑ PVBA PASSED TEST? Yes ❑ No ❑ 08/25/2008 12:39 2063737135 NAME Riverview Plaza Bldg 2 SERVICE ADDRESS 16000 Christiansen Rd CITY Tukwila ASSEMBLY LOCATION in meter box in planter CROSS - CONNECTION CONTROL FOR Irrigation SIZE 2" MAKE Febco LINE PRESSURE AT TIME OF TEST? UNICO SOUTH PAGE 12/12 S City of Tukwila — Public Works Maintenance Department 600 Minkler Blvd, Tukwila, WA 98188 Backflowssembly Test Report Form 155 MODEL 805V NEW ❑ ACCOUNT METER # STATE WA ZIP CODE 98188 TYPE DCVA EXISTING? tgi SN unreadable REPLACEMTN? ❑ APPROVED ASSEMBLY? ig REMARKS: TEST COMPANY Fire Systems West TEST KIT MAKE Midwest SIGNATURE REPAIRED BY RETESTED BY OA( MODEL 845 PROPER INSTALLATION? IN PHONE 253 -833 -1248 1 certifr that I used WAC 246- 290 -490 approved TO Methods and Differential Pressure Test Equipment TESTER'S NAME (PRINTED) Reese F man CERTIFICATION D -4726 SN 08060786 CALIBRATION DATE 09/07 DATE TESTED 3/25/08 REAPAIR DATE CERT # DATE TESTED INSPECTED BY CCS? ❑ .t August 18, 2008 Amanda Daigle 1201 Western Av, Ste 450 Seattle WA 98101 • City of Tukwila Department of Community Development Jack Pace, Director RE: CORRECTION LETTER #1 Development Application Number D08 -391 Wilbur Ellis Company —16300 Christensen Rd, Ste 135 & 230 Dear Ms. Diagle: • This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. The Building, Fire, and Planning Departments have no comments at this time. Public Works Department: Joanna Spencer at 206 431 -2440 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, « QVt r Marshall Technician r Marshall Technici an end File No. D08 -391 P:\Permit Center\Correction Letters \2008\DO8 -391 Correction Ltr #1.DOC wer Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 PUBLIC WORKS DEPARTMENT COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards DATE: August 8, 2008 PROJECT: Wilbur Ellis Company 16300 Christensen Road REVIEW #: 1 PERMIT NO: D08 - 391 A separate letter was mailed to the property owner on August 8, 2008. (P:Joanna/Comments 1 D08 -391 PW) PLAN REVIEWER: Contact Joanna Spencer at (206) 431 -2440 if you have any questions regarding the following comments. In accordance with Washington State Department of Health guidelines for Group A Public Water Systems, Public Works has implemented a cross - connection control program to protect the public water system from contamination via cross - connection. Since the project includes alterations to the existing plumbing system, the entire plumbing system must be brought up to the current standards as set forth in the Uniform Plumbing Code including installation of an approved backflow prevention on the fire line and the domestic water supply to the building. The City has determined that the subject building has deficiencies on domestic water, fire prevention and landscape irrigation line. a) Domestic Water Service There is an existing (RPPA) Reduced Pressure Principle Assembly; however, it is past due on the required annual test report. Please have the backflow tested by a certified tester and submit a passing backflow test report. b) Fire Prevention The existing Fire Department DDCVA is past due on the required annual backflow test report. Please have the backflow tested by a certified tester and submit a passing backflow test report. c) Landscape Irrigation The existing irrigation Double Check Valve Assembly (DCVA) is past due on the required backflow test report. Please have the backflow tested and submit a passing backflow test report. The existing deduct irrigation water meter shall be upgraded to have a TRPL register that is compatible to the SENSUS automatic reading system. The Public Works Director will withhold issuance of this Tenant Improvement permit until the Permit Center receives passing backflows test reports and plans for irrigation deduct water meter upgrade or replacement. Applicant has an option to post a bond for both items in the amount equal to 150% of the design, installation, and testing cost together with a letter stating the testing and water meter upgrade by a certain date. Joanna Spencer - Re: 16300 Christensen Rd D08 -391 From: Bryan Still To: Joanna Spencer Date: 08/07/2008 2:26 PM Subject: Re: 16300 Christensen Rd D08 -391 CC: Han Kirkland Hi Joanna, Fire DCDA, irrigation DCVA, Domestic RPPA ALL NOT CURRENT. Deduct meter needs AMR. Thanks Bryan »> Joanna Spencer 08/07/2008 11:24 AM »> Bryan, Are they current on their backflows ? Thanks, Joanna • PERMANENT FILE Copy Page 1 of 1 file: / /C:\ temp\ XPgrpwise \489B0616tuk- mail6300 -po 10013136631 E7231 \GW} 00001.HTM 08/07/2008 ACTIVITY NUMBER: D08 -391 DATE: 08 -25 -08 PROJECT NAME: WILBUR ELLIS COMPANY SITE ADDRESS: 16300 CHRISTENSEN RD, STE 135 & 230 Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: Building Division Publi�C W Complete Comments: • j P Documents/routing slip.doc 2 -28 -02 •PERMIt COORD COPY II PLAN REVIEW /ROUTING SLIP n Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete U Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: n ❑ Permit Coordinator DUE DATE: 08-26-08 Not Applicable n No further Review Required DATE: DUE DATE: 09-23-08 Not Approved (attach comments) Ti DATE: Planning Division n n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -391 DATE: 08 -06 -08 PROJECT NAME: WILBUR ELLIS COMPANY SITE ADDRESS: 16300 CHRISTENSEN RD X Original Plan Submittal Response to Correction Letter # DEPARTMENTS: vt Ir B u ildi g visib Ili rs DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 08 -07 -08 Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS R UTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 ° PERMIT COORD COPY • PLAN REVIEW /ROUTING SLAP [I Avu Fire Prevention Structural Incomplete Structural Review Required Response to Incomplete Letter # Revision # After Permit Issued ❑ No further Review Required DATE: DUE DATE: 09 -04 -08 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: DATE: 0 Planning Division Permit Coordinator Not Applicable ' Permit Center Use Only t CORRECTION LETTER MAILED: Oi(tt Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW Staff Initials: . 161/ N- L, Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 0 2q ❑ Response to Incomplete Letter # Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Hb Ell [3 Project Name: Project Address: \ 6 30 � CAA/rty i U a. vvd `aka ew oti°� Contact Person: ShQ-I�1 h w (;fe Phone Number: Summary of Revision: ` ro wi lm ewl- I 6-i-e-r d QA9A ff/A9 g so08. G City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 • Web site: http : //www.ci.tukwila.wa.us Plan Check/Permit Number: Co if. 1OS Steven M Mullet, Mayor Steve Lancaster, Director AUG CITY 2 5 2008 PERMIT CENTER 2 373 - 7/ 30 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Pr\/ Entered in Permits Plus on 0 P � lapplicationslfonns- applications on linelrevision submittal Created 8 -13 -2004 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 3 TRAVELERS CAS It SURETY CO 105165492 08/19/2008 Until Cancelled $12,000.0008/21 /2008 2 RLI INSURANCE CO SRS1008614 02/26/2002 Until Cancelled $12,000.00 03/04/2002 1 RLI INSURANCE CO SRS1008614 02/26/2001 02/26/2002 $6,000.00 02/23/2001 Name Role Effective Date Expiration Date SACCO, RONALD PRESIDENT 02/26/2001 Amount NIELSEN, CRISTIAN VICE PRESIDENT 02/26/2001 TCO5451M120C0F08 Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 9 CHARTER OAK FIRE INS TCO5451M120C0F08 08/01/2008 08/01/2009 $1,000,000.00 08/01/2008 Untitled Page General /Specialty Contractor A business registered as a construction contractor with LOEl to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County GATEWAY CONSTRUCTION SRVCS INC 2066219111 701 DEXTER AVE N SUITE 420 SEATTLE WA 98109 KING Business Type CORPORATION Parent Company UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Previous License Next License Associated License Specialty 1 Specialty 2 602086011 ACTIVE GATEWCS992C3 CONSTRUCTION CONTRACTOR 2/26/2001 3/4/2010 NI ELSC "02708 GENERAL UNUSED Business Owner Information Bond Information Insurance Information • J Page 1 of 2 https: / /fortress.wa. gov /lni/bbip/Detail. aspx ?License = GATEWCS992C3 09/12/2008 0 0 w F- LU w 0 r7 0 0 LU N 0 0 0 ■AP(L'E ,r 333rd S Southcenter Mall Via a field 5outhcerxer - rukWila Pkwy Evans Black 0 Baker Blvd 5.rander t3tvd • Design Drawn Checked Date JPC Project No. JPC ARCHITECTS 601 108th Ave NE - Suite 2250 Bellevue, WA 98004 1201 Western Ave - Suite 450 Seattle, WA 98101 tel (425] 641 -9200, fax [425037-8200 Wilbur - I Allis Riverview Plaza Floors 2 & 3 Design Team 07 -14 -08 08- 200 -0304 No. Date Description 08 -06 -08 Permit Set Registration DANIEL H. BUTLER STATE OF WASHINGTON Keyplan Sheet Title Cover Sheet & Site Plan RECEIVE } AUG 0 6 2006 PERMIT CENTEF © 2008, JPC Architects, PLLC Ca 0) Wilbur - Ellis Riverview Plaza Floors 1 & 2 ,4PV AI Site Plan \1P! SCALE: Y40 = V R N S 1- \ HIP F; AD AR 0 1 A 0 Rx J I I I I I I I I I I I I I U I I I 1 I I I I I I I I I I I I I I L 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^ SEPARATE PERMIT REQUIRED FOR: Mechanical [Electrical NePlumbing r,/, Gas Piping City of Tukwila LM ElI ESQ 0 " 0 25 50 I I I I Permit No. FILE COPY Plar 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 Co and conditions is acknowledged: By , Date: City of Tukwila C'S:J. DiViSiOM RELVIolONS to s shall change be made to the R rior approv I of of work ill Building Divis`o ;t +al Tukwila Bu 12n subrn MOTE: Revisions will require a e r fees• and may include additional p an 100 I i efieNe 6f c o p eco vo l e W p�G 2l "pa �+ r i� 0 0 0 1 i 200 Drawing Index: I -0.0 1 -0.1 I -CS -1 I -CS -2 I -1.1 I -1.2 1 -3.1 1 -3.2 I -4.1 1 -4.2 1 -7.1 1 -9.1 1 -9.2 1 -10.1 Code Information: PROJECT ADDRESS: FLOORS 1 & 2 16300 CHRISTENSEN ROAD SUITE 135 TUKWILA, WA 98188 -3419 CONSTRUCTION TYPE: TYPE - V -N, FULLY SPRINKLERED ZONE: TUC OCCUPANCY: B BUSINESS TENANT SQUARE FOOTAGE: (area of work) 21,321 SF ELECTRICAL, MECHANICAL, PLUMBING & FIRE PERMITS TO BE DEFERRED SUBMITTAL. Legal Description: TAX PARCEL #: 2523049078 POR GL 1 OF SEC 25 -23 -04 DAF - BEG SW COR PARCEL 4 OF CITY OF TUKWILA SHORT PLAT NO 78 -16 -SS RECORDING NO 7906050098 TH N 00 -14 -00 W 210 FT TAP OF CURVE TH NLY 104.72 FT ALG ARC OF NON TANGENT CURVE TO LET RAD 40 FT RADIUS PT BEARING N 00 -14 -00 W THRU C/A 150 -00 -00 TAP OF REV CURVE TH NLY 41.89 FT ALG ARC OF TANGENT CURVE TO RGT RAD 40 FT THRU C/A 60 -00 -00 TAP OF TANGENCY TH N 00 -14 -00 W 121.31 FT TH N 89 -46 -00 E 115.50 FT TH N 00 -14 -00 W 8.50 FT TH N 89 -46 -00 E 98.50 FT TH N 00 -14 -00 W 8.50 FT TH N 89 -46 -00 E 24.61 FT TH S 60 -14 -00 E 17.19 FT TH N 29 -46 -00 E 49.36 FT TAP OF CURVE TH NLY 52.96 FT ALG ARC OF TANGENT CURVE TO LFT RAD 320 FT THRU C/A 09 -28 -59 TAP ON SD CURVE TH S 77 -75 -04 E 30.59 FT TH S 12 -34 -56 W 28 FT TH S 77 -25 -04 E 105.59 FT TH S 31 -16 -45 W 11.09 FT TH S 34 -31 -52 W 60.54 FT TH S 30 -51 -21 W 61.78 FT TH S 13 -16 -05 W 53.94 FT TH S 15 -57 -27 W 51.82 FT TH S 13 -48 -40 W 54.33 FT TH S 00 -38 -22 E 62.39 FT TH S 00 -18 -55 W 41.21 FT TH S 07 -39 -16 E 53.77 FT TH S 18 -27 -46 E 56.37 FT TH S 27- 57 - -17 E 8.24 Fl TH N 89 -47 -00 W 343.34 FT TO POB AKA REVISED LOT 3 OF CITY OF TUKWILA BDRY LN ADJ NO 81 -40 BLA RECORDING NO 8112160540 REVISING CI1Y 01- I UKWILA BURY LN ADJ NO 81 -1 BLA RECORDING NO 8102050389 Vicinity Map: r? 20;M r. upQuest Inc. Tukwila Pond Co,•r rare L N Project Team: Property Manager: UNICO PROPERTIES LLC 1215 4TH AVENUE SUITE 600 SEATTLE, WA 98161 206 - 628 -5050 Ross Peyton RossP ©unicoprop.com Tenant: WILBUR ELLIS COMPANY 16300 CHRISTENSEN ROAD SUITE 135 AND 230 TUKWILA, WA 98188 -3419 Carol Grasso cgrasso ©wecocbc.com COVER SHEET AND SITE PLAN GENERAL NOTES & SYMBOLS 1ST FLOOR EXIT PLAN 2ND FLOOR EXIT PLAN 1ST FLOOR DEMOLITION PLAN 2ND FLOOR DEMOLITION PLAN 1ST FLOOR PLAN 2ND FLOOR PLAN 1ST FLOOR REFLECTED CEILING PLAN 2ND FLOOR REFLECTED CEILING PLAN ENLARGED PLANS, ELEVATION AND DETAILS CONSTRUCTION DETAILS CASEWORK DETAILS DOOR SCHEDULE, ELEVATIONS, DETAILS Ireck Ur APPLICABLE EDITIONS OF BUILDING CODES: 2006 INTERNATIONAL BLDG CODE (IBC), WAC 51 -50 2006 INTERNATIONAL FIRE CODE (IFC), INCL. APPENDIX B &C 2006 WASHINGTON STATE ENERGY CODE (WSEC), WAC 51 -11 2006 INTERNATIONAL MECHANICAL CODE (IMC), WAC 51 -52 2002 NATIONAL ELECTRICAL CODE (NEC) 2006 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE (WSVIAQ), WAC 51 -13 2006 UNIFORM PLUMBING CODE (UPC), WAC 51 -56 & 51 -57 INCL. APPENDIX CHAPTERS H & L - EXCL. SECTIONS L5 -L7 & "LAWN SPRINKLER HEAD" FROM TABLE 6 -4 OF APPENDIX L 2003 AMERICAN NATIONAL STANDARD, ICC /ANSI A117.1 -2003 4TH ED. WASHINGTON STATE REG. FOR BARRIER FREE DESIGN Architect: GC -TBD LIC. NO. JPC ARCHITECTS, PLLC 601 108TH AVE NE SUITE 2250 BELLEVUE, WA 98004 (425) 641 -9200 t08.3q ]: ]20n .nv f 5) Map DatOO; +' 2008 NAVT or TeleA.r:as Dan Butler - EXT. 326 danb ©jpcarchitects.com Amanda Daigle - EXT. 334 amandad ©jpcarchitects.Com General Contractor: V z uJ X 0 0 0 0 0 0 I 0 N 1 00 I N H 3 0 CI EL 0) 0 0 PHONE ROOM LARGE CONF. RM PRIVATE OFFICE Scale: 1/8"=V-0" ' -0" nnn n n LARGE CONF. RM ® I ® I® I® I® I® I® I® I® I r� I m' I d I !m ® 11711111 I 1 I RECEPTION AREA F A& 1st Floor Exit Plan TRAINING ROOM WORK STATION 8 X 8 PRIVATE OFFICE WORK STATION 8 X 8 WORK STATION 8 X 8 WORK STATION 1 8 X 8 WORK STATION 8 X 8 WORK STATION 8 X 8 APPL. MNGR. OFFICE (E) PROG. MNGR. OFFIC.E (E) WORK STATION 8 X 8 WORK STATION 8 X 8 CATERING WORK STATION 8 X 8 WORK STATION 8 X 8 STORAGE PRIVATE OFFICE WORK STATION 8 X 8 WORK STATION 8 X 8 WORK STATION 8 X 8 WORK STATION 8 X 8 WORK STATION WORK STATION 8 X 8 8 X 8 131 134 WORK STATION WORK STATION 8 X 8 8 X 8 130 133 WORK STATION WORK STATION WORK STATION 8 X 8 COFFEE BAR WORK STATION 8 X 8 WORK STATION 8 X 8 WORK STATION 8 X 8 LONGEST TRAVEL DISTANCE - 154' < 300' PER IBC • 1015.1, THUS OKAY PRIVATE OFFICE APPL. MNGR. OFFIC.E (E) WORK STATION 8X WDRK STATION 8 X 8 WORK STATION 18 X 8 WORK STATION 8 X 8 DEV. MNGR. OFFICE (E) WORK STATION 6 X 8 WORK STATION 1 8 X 8 WORK STATION 8 X 8 WORK STATION 6 X 8 WORK STATION 8 X 8 CNC OFFICE (E) BREAK ROOM WORK STATION 8 X WORK STATION 8 X 8 FILE ROOM WORK STATION 8 X 8 WORK STATION 8 X 8 PRIVATE OFFICE WORK STATION 8 X 8 SERVER ROOM PRIVATE OFFICE WORK STATION 8 X 8 LARGE CONF. RM II IP II II DISTANCE TO COMMON PATH OF TRAVEL 42' < 100' PER IBC 1013.3, THUS OKAY WORK STATION 8 X 8 WORK STATION 8 X 8 WORK STATION 8 X 8 WORK STATION 8X8 WORK STATION 8 X 8 WORK STATION 8 X 8 REVIEWED FOR \ c ODE COMPLI APPROVE AUG 21 2008 CW1 C1 �'ukila N 13U1.Lpi! UI �� Legend: "COMMON PATH OF EGRESS TRAVEL" IS LESS THAN 75-0" AS ALLOWED FOR NONE QUICK RESPONSE SPRINKLERED BUILDINGS, PER 2006 IBC 1014.3, EXCEPTION #1. "TOTAL EXIT ACCESS TRAVEL DISTANCE" IS LESS THAN 200' -0" AS ALLOWED FOR NONE QUICK RESPONSE SPRINKLERED BUILDINGS. Code Notes: OCCUPANT LOAD FOR EXITING PER IBC CHAPTER 10, TABLE 1004.1.1. GROUP B (BUSINESS AREAS) = 1 OCC. /100 SF. 12,891 SF /100 = 129 OCC. 129 TOTAL OCCUPANTS: 129/2 = 65 PER EXIT. 3. EGRESS EXIT WIDTH: PER IBC SECTION 1005.1: 129 X 0.2 = 25.8" MINIMUM EXIT WIDTH. ACTUAL PROVIDED: (1) 36" DOOR AT EAST STAIR, (1) 36" DOOR AT CENTRAL STAIR AND (1) 36" DOOR AT WEST ENTRY. Key Notes: NOT USED JPC AR H I T E CTS 601 108th Ave NE\- Suite 2250 Bellevue, WA 98004 1201 Western Ave - Suite 450 tel [425] 641 -9200, fax [425637 -8200 Seattle, WA 98101 Wilbur -Ellis Riverview Plaza Floors 2 & 3 Design Team Design Drawn Checked Date JPC Project No. No. Date JPC AMD DB Approvals 08 -06 -08 07 -14 -08 08- 200 -0304 Description Permit Set Registration L H. BUTLER STATE OF WASHINGTON Keyplan r ::7 7 , . Sheet Title • . 1st Floor Exit Plan RECEIVED AUG 062008 PERMIT CENTER Sheet No. I © 2008, JPC Architects, PLLC U Z 1 0 1 I LU 0 I L X 0 0 0 0 I 0 N CO 0 0 aj N o a E 0 20' -0" \IL 000 20' -0" 411 2nd i Floor Exit xt Plan M r Scale: 1/8 " =1' -0" 20' -0" 20' -0" PRINTER 266 WORK STATION 8 X 8 265 WORK STATION 8 X 8 264 WORK STATION 8 X 8 263 20' -0" (*N WORK STATION 6 X 8 267 WORK STATION 8 X 8 261 WORK STATION 8 X 8 262 WORK STATION 8 X 8 259 WORK STATION 8X8 260 20' -0" WORK STATION 8 X 8 257 PRIVATE OFFICE 208 WORK STATION 8X8 258 7 6 20' -0" PRIVATE OFFICE PRIVATE OFFICE 209 LARGE WORK STATION AREA 256 EQUIPMENT STAG AREA /STORAGE 255 DISTANCE TO COMMON PATH OF TRAVEL ;1} S „ ��� R IBC 1013.3, THUS OKAY PRIVATE OFFICE 211 G Legend: PRIVATE OFFICE I 254 20' -0” PRIVATE OFFICE 212 BREAK ROOM 253 PRIVATE OFFICE 213 L 5) PRIVATE OFFICE 214 252 PRIVATE OFFICE 215 WORK WORK STATION STATION 6 X 8 6 X 8 251 250 R &D NETWORK LAB 20' -0" WORK WORK STATION STATION 6 X 8 6 X 8 1 MI 1 1 1 NM 1 — 1 1® 1 NM 1 1 I I 1 "COMMON PATH OF EGRESS TRAVEL" IS LESS THAN 75' -0" AS ALLOWED FOR NONE QUICK RESPONSE SPRINKLERED BUILDINGS, PER 2006 IBC 1014.3, EXCEPTION #1. "TOTAL EXIT ACCESS TRAVEL DISTANCE" IS LESS THAN 200' -0" AS ALLOWED FOR NONE QUICK RESPONSE SPRINKLERED BUILDINGS. PRIVATE OFFICE 216 249 248 1 c: I Ie' WORK STATION 6 X 8 246 WORK STATION 6 X 8 247 CLOSET 217 WORK STATION 6 X 8 234 235 2O' -0" Code Notes: WORK STATION 8 X 8 220 WORK STATION 8 X 8 219 WORK STATION 8 X 8 218 — I — I — I — I — WORK STATION 6 X 8 233 WORK WORK STATION STATION 6 X 8 6 X 8 236 WORK STATION 6 X 8 244 WORK STATION 6 X 8 245 3) I WORK STATION 8 X 8 WORK STATION 6 X 8 223 WORK STATION 8 X 8 222 WORK STATION 8 X 8 221 238 WORK STATION 6 X 8 242 WORK STATION 6 X 8 243 84 TOTAL OCCUPANTS: 84/2 = 42 PER EXIT. 20' -0" 1 1 111 � I WORK STATION I I WORK STATION 8 X 8 8 X 8 226 WORK STATION 8 X 8 225 WORK STATION 8 X 8 224 N I 1 IMO 1 MI 1 1 MI 1 MI 1 NM 1 1 MIM 1 NMI 1 II= 1 WORK WORK STATION STATION 6 X 8 6 X 8 239 WORK STATION 6 X 8 240 WORK STATION 6 X 8 241 OCCUPANT LOAD FOR EXITING PER IBC CHAPTER 10, TABLE 1004.1.1. GROUP B (BUSINESS AREAS) = 1 OCC. /100 SF. 8,419 SF /100 = 84 OCC. 3. EGRESS EXIT WIDTH: PER IBC SECTION 1005.1: 84 X 0.2 = 16.8" MINIMUM EXIT WIDTH. ACTUAL PROVIDED: (1) 36" DOOR AT EAST STAIR, (1) 36" DOOR AT CENTRAL STAIR. e` 229 I WORK STATION 8 X 8 228 WORK STATION 8 X 8 227 NOT USED 20' -0" Key Notes: WORK STATION 8 X 8 232 WORK STATION 8 X 8 231 WORK STATION 8 X 8 230 o- LONGEST TRAVEL DISTANCE 106' < 300' P R IBC 1015.1, THUS OKAY JPC ARCHITECTS Design Drawn Checked Date JPC Project No. No. Date '''601 108th Ave NEB,- Suite 2250 Bellevue, WA 98004 1201 Western Ave - Suita 450 Seattle, WA 98101 tel [4251641 -9200, fax [4251637 -8200 Wilbur -Ellis Riverview Plaza Floors 2 & 3 Design Team JPC AMD DB 07 -14 -08 08- 200 -0304 Approvals Revisions Description 08 -06 -08 Permit Set Registration D ' IEL H. BUTLER STATE OF WASHINGTON Keyplan Sheet Title 2nd Floor Exit Plan RECEIVED AUG 0 b 2008 PERMIT CENTER Sheet No. l-CS-2 © 2008, JPC Architects, PLLC / / L 1st Floor Demolition Plan Scale: 1/8"=V-0" II \ LLJ b- r� =� - -- q �� � I \ II �� II Key Notes: O NOT USED Partition Legend: EXISTING PARTITION AND SHELL AND CORE WALLS TO REMAIN. EXISTING PARTITION TO BE REMOVED. NEW PARTITION. REFER TO 3.1 FOR ADDITIONAL INFORMATION. Design Drawn Checked Date JPC Project No. No. Dale 08 -06 -08 JPC ARcHITECTS U,,, 601 108th Ave NE \.- Suite 2250 Bellevue, WA 98004 1201 Western Ave - Suite 450 Seattle, WA 98101 tel [425] 641 -9200, fax [425637 -8200 Wilbur -Ellis Riverview Plaza Floors 2 & 3 Design Team 07 -14 -08 08- 200 -0304 Approvals Description Permit Set Registration DANIEL H. BUTLER STATE OF WASHINGTON Keyplan Sheet Title • . 1st Floor Demolition Plan Sheet No. © 2008, JPC Architects, PLLC U E 0 20' -0" 0 0 0 12 • I I 000 20' -0" i Scale: 1/8 " =1' -0" Scale: 1/8 " =1' -0" 20' -0" Al& 2nd Floor Demolition Plan 20' -0" 20' -0" 20' -0" \ • r L L 20' -0" R ,R, F \ II II / 11 1 / \ ii 1 '6) TT II +I- 20' -0" 5 J 1 L r I 20' -0" r L � II II \ II r t J 1 20' -0" —1 F. P- II I ii / II 11 / II __ II �/ Key Notes: @ NOT USED u — -E rr 20' -0" 1 J Partition Legend: 20' -0" 0 0 N) - 0 fO G- �3 �APPR 0 21 7.o {� City Oi ILMIG MASON EXISTING PARTITION AND SHELL AND CORE WALLS TO REMAIN. EXISTING PARTITION TO BE REMOVED. NEW PARTITION. REFER TO 3.1 FOR ADDITIONAL INFORMATION. • JPC /HITECTS --- _ 601 108th Ave NE' Suite 2250 Bellevue, WA 98004 1201 Western Ave - Suite 450 Seattle, WA 98101 tel [425] 641 -9200, fax [4251637 -8200 Wilb - N:lli s Riverview Plaza Floors 2 & 3 Design Team Design Drawn Checked Date JPC Project No. JPC AMD DB 07 -14 -08 08- 200 -0304 Approvals Revisions No. Date Description 08 -06 -08 Permit Set Registration DANIEL H. BUTLER STATE OF WASHINGTON Keyplan Sheet Title 2nd Floor Demolition Plan RECEIVED AUG 0 6 2000 PERMIT CENTER Sheet No. 1-1 .2 © 2008, JPC Architects, PLLC WORK STATION 8 X 8 WORK STATION 8 X 8 131 134 WORK STATION 8 X 8 WORK STATION 8 X 8 130 133 0 z CD 0 In a. 0 0 O 0 co 0 o 0 O 0 elj U) X N CASE WORK PL1 PL2 2 CPT PLASTIC LAMINATE MFR: WILSONART LAMINATE COLOR NAME: ALABASTER COLOR NO: D431 -60 LOCATION: RECEPTION DESK PLASTIC LAMINATE MFR: WILSONART LAMINATE COLOR NAME: OCHRE ROLLIIA COLOR NO: 4738 -60 LOCATION: RECEPTION DESK PRIVATE OFFICE 109 2 CPT 20' -0" Finish Specifications Continued: NOTE: FINISH SPECIFICATIONS FOR PRICING ONLY. REFER TO FORTHCOMING CONSTRUCTION DOCUMENTS FOR FINAL FINISH SPECIFICATIONS. WORK STATION 8 X 8 110 111 WORK STATION 8 X 8 20' -0" Alk 1st Floor Plan Scale: 1/8 " =1' -0" Finish Specifications Continued: ACCENT WALLS BASE RB1 PHASE 2 2 CPT PRIVATE OFFICE PRIVATE OFFICE 112 2 CPT TYPICAL BASE, U.N.O. MFR: MATCH EXISTING PRODUCT: TBD COLOR NAME: TBD COLOR NO: TBD ASTM TYPE: TBD PROFILE: TBD RECEPTION AREA 20' -0" 0 cJ MFR: SHERWIN WILLIAMS COLOR NAME: ECLIPSE COLOR NO: SW 6166 SHEEN: EGGSHELL, SEMI —GLOSS AT WET AREAS TRAINING ROOM 106 1 0 18 SEES J r 10' -2 3/4" CATFRIN 108 WQR TATION X 8 MAIL /COPY ROOM 113 C VCT VCT 2 2 CPT 2O' -0" 115 STORAGE Hc p , WORK S TION 8 X 8 WORK STATION 8 X 8 117 118 107 WORK STATION 8 X 8 11 16 PRIVATE OFFICE 126 2 CPT 14' -0" CPT (9) 1 116 126 WORK STATION 8 X 8 VINYL COMPOSITION TILE MFR: MANNINGTON SERIES: SOLIDPOINT COLOR NAME: TOASTED SESAME COLOR NO: 337 J ~ WORK STATION 1,1 VINYL COMPOSITION TILE MFR: MANNINGTON SERIES: SOLIDPOINT COLOR NAME: CHOCOLATE FUDGE COLOR NO: 339 Ei X 8 128 WORK STATION X 8 WORK STATION 8 X 8 119 WORK STATION 8 X 8 120 Finish Specifications Continued: GENERAL WALL PAINT (TYPICAL U.N.O.) 20' -0" WORK STATION 8 X 8 121 WORK STATION 8 X 8 122 MFR: SHERWIN WILLIAMS COLOR NAME: WHITETAIL COLOR NO: SW7103 SHEEN: EGGSHELL, SEMI —GLOSS AT WET AREAS WORK STATION 8 X 8 129 WORK STATION 8 X 8 125 (8) IOR STATION 132 DW REFL.? COFFEE `— BAR 123 SCS. MNGR. OFFICE (E) CPT 124 Finish Specifications: FLOORING CPT 2 20' -0" WORK STATION 8 X 8 135 TYPICAL FLOORING, U.N.O. MFR: MATCH EXISTING STYLE NAME: STYLE NO: COLOR NO: BACKING: INSTALLATION: MFR REP.: WORK STATION 8 X 8 137 WORK STATION 8 X 8 136 TBD TBD TBD TBD TBD TBD ( L T CO PRIVATE OFFICE 138 APPL. MNGR. OFFICE (E) CPT PROG. MNGR. OFFICE (E) 174 CPT ACCENT CARPET, U.N.O. MFR: BIGELOW STYLE NAME: X— FACTOR COLOR NO: 7877 — DISGUISE BACKING: ENCYCLE MODULAR INSTALLATION: BRICK ASHLAR MFR REP.: STEVE STEIN 206 - 619 -0976 20' -0" r,_ APPL. MNGR. OFFICE (E) 139 WORK STATION 8 X 8 W RK STATION 8 X 8 WORK STATION 8 X 1 8 168 172 171 WORK_ _STATEN_ 8 X 8 169 WORK STATION 8X8 167 20' -0" DEV. MNGR. OFFICE (E) 140 • Project Notes: WORK STATION 8X8 166 WORK STATION 6 X 8 143 WORK STATION 8 X 8 IT OFFIC.,7 (E) 141 142 REF WORK STATION 8 X 8 165 20' -0" NOTE: FINISH SPECIFICATIONS FOR PRICING ONLY. REFER TO FORTHCOMING CONSTRUCTION DOCUMENTS FOR FINAL FINISH SPECIFICATIONS. WORK STATION 6 X 8 146 WORK STATION 8 X 8 145 CNC OFFICE (E) BREAK ROOM 170 144 4 - r WORK STATION 8 X 164 r� 1. PAINT TO BE P -1 U.N.O. AT ALL AREAS NOT OBSTRUCTED BY SYSTEMS FURNITURE. 2. CPT TO REMAIN U.N.O. 3. NEW BASE TO MATCH EXISTING. 4. AT CATERING ROOM AND EQUIPMENT STAGING AREA VCT TO BE RANDOM WITH 70% VCT -1 AND 30% VCT -2. VERIFY FINAL LAYOUT WITH ARCHITECT. FILE ROOM 148 WORK STATION 8 X 8 149 163 20' -0" WORK STATION 8 X 8 Key Notes: Fs WORK STATION 8 X 8 162 Partition Legend: PRIVATE OF ICE 150 r L ■ ALIGN I Y 1 CV 20' -0" CPT WORK STATION 8 X 8 151 SERVER ROOM 160 PRIVATE OFFICE 152 CD J WORK STATION 8X8 153 ilk ill E �l(1 CONF. RM 10 161 ilL III EXISTING PARTITION AND SHELL AND CORE WALL TO REMAIN GRID HEIGHT PARTITION. REFER TO DETAIL 3/1 -9.1. PARTIAL HEIGHT PARTITION — REFER TO DETAIL 4/1 -9.1 1 HOUR RATED FULL HEIGHT PARTITION. REFER TO DETAIL 5/1 -9.1 �! / 100% BLACKOUT SHADE. SPEC: MECHO SHADE 700 SERIES, DARK GREY 0711. PROVIDE MANUAL CONTROL. WORK STATION 8 X 8 WORK STATION 8 X 8 WORK STATION 8 X 8 156 155 154 F.E.C. I I I I 20' -0" P HASE 1 WORK STATION 8 X 8 159 WORK STATION 8 X 8 158 WORK STATION 8X8 157 Symbols Legend: 1 J BUILDING STANDARD FIRE EXTINGUISHER CABINET DUPLEX RECEPTACLE DEDICATED DUPLEX RECEPTACLE GFI DUPLEX RECEPTACLE FLOOR BOX WITH POWER AND DATA NO DESIGNATION = N 00 N) 0 CV 0 0 4i1 VOICE /DATA RECEPTACLE. CONTRACTOR TO PROVIDE MUD RING AND PULL STRING (CR)— PROXIMITY CARD READER 0-• WALL TAG JPC B AR (HITECTS \ 1 - ' 601 108th Ave NE\- Suite 2250 Bellevue, WA 98004 1201 Western Ave - Suite 450 Seattle, WA 98101 tel [425] 641 -9200, fax [425]637 -8200 Wilbur - H ;llis Riverview Plaza Floors 2 & 3 Design Team Design Drawn Checked Date JPC Project No. JPC AMD DB 07 -14 -08 08- 200 -0304 Approvals No. Date Description 08 -06 -08 Permit Set Registration D L H. BUTLER STATE OF WASHINGTON REGISTERED ARCHITECT Keyplan /A ZA_ Sheet Title 1st Floor Plan RECEIVED AUG 062000 PERMIT CENTEF Sheet No. 1-3.1 © 2008, JPC Architects, PLLC WORK WORK STATION STATION 6 X 8 6 X 8 242 240 WORK WORK STATION STATION 6 X 8 6 X 8 243 241 U z E 0 Finish Specifications Continued: CASE WORK PL1 PL2 13 PLASTIC LAMINATE MFR: WILSONART LAMINATE COLOR NAME: ALABASTER COLOR NO: D431 -60 LOCATION: RECEPTION DESK PLASTIC LAMINATE MFR: WILSONART LAMINATE COLOR NAME: OCHRE ROLEIIA COLOR NO: 4738 -60 LOCATION: RECEPTION DESK 0 0 0 20' -0" o � NOTE: FINISH SPECIFICATIONS FOR PRICING ONLY. REFER TO FORTHCOMING CONSTRUCTION DOCUMENTS FOR FINAL FINISH SPECIFICATIONS. TOTTCY BASE RB1 2O' -0" Scale: 1/8 " =1' -0" ACCENT WALLS 2nd Floor Plan Finish Specifications Continued: TYPICAL BASE, U.N.O. MFR: MATCH EXISTING PRODUCT: TBD COLOR NAME: TBD COLOR NO: TBD ASTM TYPE: TBD PROFILE: TBD 20' -0" MFR: SHERWIN WILLIAMS COLOR NAME: ECLIPSE COLOR NO: SW 6166 SHEEN: EGGSHELL, SEMI -GLOSS AT WET AREAS 10, VCT 1 VCT 2 20' -0" 9 / VINYL COMPOSITION TILE MFR: MANNINGTON SERIES: SOLIDPOINT COLOR NAME: TOASTED SESAME COLOR NO: 337 VINYL COMPOSITION TILE MFR: MANNINGTON SERIES: SOLIDPOINT COLOR NAME: CHOCOLATE FUDGE COLOR NO: 339 PRINTER 266 WORK STATION 8 X 8 265 WORK STATION 8 X 8 264 WORK STATION 8 X 8 263 Finish Specifications Continued: GENERAL WALL PAINT (TYPICAL U.N.O.) 20' -0" MFR: SHERWIN WILLIAMS COLOR NAME: WHITETAIL COLOR NO: SW7103 SHEEN: EGGSHELL, SEMI -GLOSS AT WET AREAS WORK STATION 6 X 8 267 WORK STATION 8 X 8 261 WORK STATION 8 X 8 262 WORK STATION 8 X 8 259 WORK STATION 8 X 8 260 j FLOORING CPT 1 CPT 2 20' -0" ENTRY 201 25}} PRIVATE OFFICE 208 r WORK StATION 8 Xi8 WORK StATION 8 X18 7 , ' CD ALI Finish Specifications: TYPICAL FLOORING, U.N.O. MFR: MATCH EXISTING STYLE NAME: TBD STYLE NO: TBD COLOR NO: TBD BACKING: TBD INSTALLATION: TBD MFR REP.: TBD 15' -1 1 /4" 5' -3 1/4" N 1 CPT ACCENT CARPET, U.N.O. MFR: BIGELOW STYLE NAME: X- FACTOR COLOR NO: 7877 - DISGUISE BACKING: ENCYCLE MODULAR INSTALLATION: BRICK ASHLAR MFR REP.: STEVE STEIN 206 - 619 -0976 20' -0" PRIVATE OFFICE 209 256 0 CV d 1 CPT PRIVATE OFFICE 210 N 97 12' -6" 8 } ALIGN ALIGN LARGE WORK STATION AREA PHASE 1 255 6 14' -9 1 /4" PRIVATE OFFICE EQUIPMENT STAGI AREA G CV N 1 CPT 1 VCT PRIVATE OFFICE 254 1 CPT 20' -0" PRIVATE OFFICE 212 1 CPT ALIGN ALIGN Project Notes: BREAK ROOM 253 1 I L PRIVATE OFFICE 213 C5) T — fi PRIVATE OFFICE 214 9 252 1 CPT PRIVATE OFFICE 215 WORK STATION 6 X 8 251 WORK STATION 6 X 8 250 R &D NETWORK LAB 20' -0" L NOTE: FINISH SPECIFICATIONS FOR PRICING ONLY. REFER TO FORTHCOMING CONSTRUCTION DOCUMENTS FOR FINAL FINISH SPECIFICATIONS. PRIVATE OFFICE 216 1 CPT Atl@N N CV N WORK STATION 6 X 8 249 WORK STATION 6 X 8 248 J fi l 1. PAINT TO BE P -1 U.N.O. AT ALL AREAS NOT OBSTRUCTED BY SYSTEMS FURNITURE. 2. CPT TO REMAIN U.N.O. 3. NEW BASE TO MATCH EXISTING. 4. AT CATERING ROOM AND EQUIPMENT STAGING AREA VCT TO BE RANDOM WITH 70% VCT -1 AND 30% VCT -2. VERIFY FINAL LAYOUT WITH ARCHITECT. (4) CD 1 J WORK STATION 6 X 8 1 246 WORK STATION 6 X 8 I 247 WORK STATION 6 X 8 234 WORK STATION 6 X 8 235 20' -0" Key Notes: WORK STATION 8 X 8 220 WORK STATION 8 X 8 219 WORK STATION 8X8 218 WORK STATION 6 X 8 244 WORK STATION 6 X 8 245 WORK STATION 6 X 8 233 WORK STATION 6 X 8 236 Partition Legend: WORK STATION 6 X 8 WORK STATION 8 X 8 223 WORK STATION 8 X 8 222 WORK STATION 8 X 8 221 WORK STATION 6 X 8 238 20' -0" \__PHASE 2 WORK STATION 8 X 8 226 WORK STATION 8 X 8 225 WORK STATION 8 X 8 224 WORK STATION 6X8 239 EXISTING PARTITION AND SHELL AND CORE WALL TO REMAIN mmitiom PARTIAL HEIGHT PARTITION - REFER TO DETAIL a=izzza 4/1 -9.1 1 HOUR RATED FULL HEIGHT PARTITION. REFER TO DETAIL 5/1 -9.1 GRID HEIGHT PARTITION. REFER TO DETAIL 3/1 -9.1. CO 100% BLACKOUT SHADE. SPEC: MECHO SHADE 700 SERIES, DARK GREY 0711. PROVIDE MANUAL CONTROL. [ t I I I WORK STATION 8 X 8 229 WORK STATION 8 X 8 228 WORK STATION 8 X 8 227 J 20' -0" WORK STATION 8 X 8 232 WORK STATION 8 X 8 231 WORK STATION 8 X 8 230 1 cova APPRO Aug z 1 70 O auk a F.E.C. BUILDING STANDARD FIRE EXTINGUISHER CABINET DUPLEX RECEPTACLE DEDICATED DUPLEX RECEPTACLE GFI DUPLEX RECEPTACLE FLOOR BOX WITH POWER AND DATA co N) 0 0 0 A � . VOICE /DATA RECEPTACLE. CONTRACTOR TO PROVIDE MUD RING AND PULL STRING PROXIMITY CARD READER . • WALL TAG NO DESIGNATION = N JPC \ A l �0 08th Ave NE Suite 2250 Bellevue, WA 98004 1201 Western Ave - Suite 450 Seattle, WA 98101 tel [4251641 -9200, fax [4251637 -8200 Wilbur - N:llis Riverview Plaza Floors 2 & 3 Design Team Design Drawn Checked Date JPC Project No. JPC AMD DB 07 -14 -08 08- 200 -0304 HITECTS Approvals Revisions No. Date 08 -06 -08 Description Permit Set Registration D IEL H. BUTLER STATE OF WASHINGTON Keyplan Sheet Title 2nd Floor Plan 1-3.2 © 2008, JPC Architects, PLLC EC VED AUG 06 2008 PERMIT GETTER Sheet No. 0 LJ W w Q 0 0 0 0 0 CO 0 0 0 C) Z a) X E a) 0 Lighting Power Budget 1033;1033;ALLOWABLE WATTAGE PER SF TYPE F -1 F -2 F -3 F -4 F -5 12891 WATTS/ FIXTURE WATTS PER SF TOTAL ALLOWED WATTS 12891 TOTAL WATTS 10,836 12,572 Symbols Legend Continued: SYMBOL DA —LITE BLDG STD MOTION DETECTOR SPEC: TBD SPEAKER SPEC: TBD PROJECTION SCREEN SPEC: TBD SPRINKLER HEAD DESCRIPTION Symbols Legend Continued: SYMBOL BLDG STD FOCAL POINT AVE A FOCAL POINT LUNA 6" BLDG STD RECESSED, FLU. DOWNLIGHT FIXTURE, 2 -13W QUAD LAMPS PROJECTOR SPEC: TBD DESCRIPTION LINEAR FLUORESCENT WALL WASHER SPEC: FAVA— NS- 1T5H0 -1C- 120— S —G —WH 2x2 DIRECT INDIRECT FLUORESCENT SPEC: FLU-22—B-2T5H0—S- 120 -0— PS—WH Symbols Legend: SYMBOL BLDG STD BLDG STD LITON BLDG STD BLDG STD SWITCH EXIT LIGHT DESCRIPTION EXISTING 2x4 SUSPENDED CEILING GRID WITH NEW BUILDING STANDARD 2x4 CEILING TILE ACCENT LIGHT SPEC: LR1409W. INSTALL FROM WALL AT DISTANCE RECOMMENDED BY MANUFACTURER. 2x4 FLUORESCENT FIXTURE 3 -28W T5 2x2 FLUORESCENT FIXTURE 3 -14W T5 2O' -0" 12 � ( • 20' -0" Scale: 1/8"=1 ' -0" Project Notes: 6. CEILING HEIGHT AT 8' -10" U.N.O. 20' -0" 1. ALL 2X2 AND 2X4 FLUORESCENT LIGHTING TO BE REPLACED. REFER TO SYMBOLS LEGEND FOR SPECIFICATION. 2. ADJUST SPRINKLER LOCATIONS AS REQUIRED TO ACCOMMODATE NEW FLOOR PLAN. MATCH EXISTING HEADS IF POSSIBLE. 3. CONDUCT FULL REVIEW OF DIFFUSER LAYOUT WITH NEW PLAN. ADVISE ON MEASURES NECESSARY TO CORRECT EXISTING PROBLEMS WITH MECHANICAL SYSTEM. 4. LIGHTING IN TRAINING ROOM TO BE DIMMABLE AND ON TWO ZONES. SPLIT ROOM IN HALF PARALLEL TO PROJECTION WALL FOR ZONING. ALTERNATE PRICING TO INCLUDE TOP OF THE LINE LUTRON LIGHTING SYSTEM. REFER TO AV DRAWINGS FOR ADDITIONAL INFORMATION. 5. LIGHTING IN CONFERENCE ROOMS 104 AND 105 TO BE DIMMABLE AND ON TWO ZONES. (2) 2X2 FIXTURES NEAR PROJECTION WALL ON FIRST ZONE AND (4) REMAINING 2X2 FIXTURES ON SECOND ZONE. 1st Floor Reflected Ceiling Plan 20' -0" Key Notes: O NOT USED 9 20' -0" 20' -0" 20' -0" 6 20' -0" NO DESIGNATION = NEW R = RELOCATE PER PLAN D = DEMOLISH 20' -0" 2O' -0" BLDG STD (3) 20' -0" EMERGENCY LIGHT FIXTURE C 2 ' 20' -0" 0 0 CCDE CONIPLI APPRO AUG 2, ,y 2t1nt� A � Design Drawn Checked Date JPC Project No. No. Date JPC ARCHITECTS 601 108th Ave NE,- Suite 2250 Bellevue, WA 98004 1201 Western Ave - Suite 450 Seattle, WA 98101 tel [425] 641 -9200, fax [4251637 -8200 Wilbur -Ellis Riverview Plaza Floors 2 & 3 Design Team JPC AMD DB 07 -14 -08 08- 200 -0304 Approvals Revisions Description 08 -06 -08 Permit Set Registration 69 GISTERED CHITECT NIEL H. =UTLER STATE OF WASHINGTON Keyplan Sheet Title 1st Floor Reflected Ceiling Pia AUG 06 2000 PERMIT CENTER Sheet No. 1-4.1 © 2008, JPC Architects, PLLC IF? 1111111 WE i r e alma 11111111 ` --- lam Emma Lwalrom "Im a l " 111 1 1% ■n• •i-- hml • 111111111I = 0II Im lawn ■..II■■11■: 60 MI I 1111 =■1■ r l■I■ • WEE ■I■■fIl • 0■I■���I� ■I ■_ MI I 1■I■■�I 208 ■■ ■— 21 �� ■1■� M■I■�■ ■ L I ■I ■M1 MMOINIMI ■I■rri l IMMINEI ME II IMF —MN • Imi _i _ s —. =■sl_I ■I1L1 I D ■ i_ _ I ___ ii 11 1■M Ir 611i ' . 1 ® Al ■ 1 mo_ us ii m•-milm . I I" ..,-----M 10 imm AIi I ■ m il • • ! WI I__ MI III P_BAMMI=IRMILMM MI ram. immilmism mom rill m =I �_II'!! wum. 0 R■IR 1�`■■ WARMJ IPZINIMIll MI MI ICI 1.`moliui■ �� LEI I�1��� � MEM U rill■ ■ Milli M. I3 236 ill 238 Q J `...mi�M��r i 1�1mis ■ ■ Ell MO ■� . ■u� - Scale: 1/8 " =1' -0" TYPE F -1 F -2 F -3 F -4 F -5 Lighting Power Budget 1033;1033;ALLOWABLE WATTAGE PER SF WATTS/ FIXTURE WATTS PER SF TOTAL ALLOWED WATTS TOTAL WATTS Symbols Legend Continued: SYMBOL DA— LITE BLDG STD MOTION DETECTOR SPEC: TBD SPEAKER SPEC: TBD SPRINKLER HEAD DESCRIPTION PROJECTION SCREEN SPEC: TBD Symbols Legend Continued: SYMBOL BLDG STD FOCAL POINT AVE A FOCAL POINT LUNA DESCRIPTION 6" BLDG STD RECESSED, FLU. DOWNLIGHT FIXTURE, 2 -13W QUAD LAMPS LINEAR FLUORESCENT WALL WASHER SPEC: FAVA— NS- 1T5H0 -1 C- 120— S —G —WH 2x2 DIRECT INDIRECT FLUORESCENT SPEC: FLU-22—B-2T5H0—S- 120 —G— PS—WH PROJECTOR SPEC: TBD Symbols Legend: SYMBOL BLDG STD SWITCH DESCRIPTION 2x2 FLUORESCENT FIXTURE 3 -14W T5 '601 108th Ave NE. - Suite 2250 Bellevue, WA 98004 1201 Western Ave - Suite 450 Seattle, WA 98101 tel [4251641 - 9200, fax [425]637 -8200 Wilbur- I-4;11i s Riverview Plaza Floors 2 & 3 Design Team Design Drawn Checked Date JPC Project No. 07 -14 -08 08- 200 -0304 No. Date Description 08 -06 -08 Permit Set Approvals Revisions U Z TJ X Project Notes: 1. ALL 2X2 AND 2X4 FLUORESCENT LIGHTING TO BE REPLACED. REFER TO SYMBOLS LEGEND FOR SPECIFICATION. 2. ADJUST SPRINKLER LOCATIONS AS REQUIRED TO ACCOMMODATE NEW FLOOR PLAN. MATCH EXISTING HEADS IF POSSIBLE. 3. CONDUCT FULL REVIEW OF DIFFUSER LAYOUT WITH NEW PLAN. ADVISE ON MEASURES NECESSARY TO CORRECT EXISTING PROBLEMS WITH MECHANICAL SYSTEM. 4. LIGHTING IN TRAINING ROOM TO BE DIMMABLE AND ON TWO ZONES. SPLIT ROOM IN HALF PARALLEL TO PROJECTION WALL FOR ZONING. ALTERNATE PRICING TO INCLUDE TOP OF THE LINE LUTRON LIGHTING SYSTEM. REFER TO AV DRAWINGS FOR ADDITIONAL INFORMATION. 5. LIGHTING IN CONFERENCE ROOMS 104 AND 105 TO BE DIMMABLE AND ON TWO ZONES. (2) 2X2 FIXTURES NEAR PROJECTION WALL ON FIRST ZONE AND (4) REMAINING 2X2 FIXTURES ON SECOND ZONE. 6. CEILING HEIGHT AT 8' -10" U.N.O. Key Notes: O NOT USED NO DESIGNATION = NEW R = RELOCATE PER PLAN D = DEMOLISH BLDG STD EMERGENCY LIGHT FIXTURE F -1 0> BLDG STD BLDG STD LITON EXIT LIGHT EXISTING 2x4 SUSPENDED CEILING GRID WITH NEW BUILDING STANDARD 2x4 CEILING TILE ACCENT LIGHT SPEC: LR1409W. INSTALL FROM WALL AT DISTANCE RECOMMENDED BY MANUFACTURER. BLDG STD 2x4 FLUORESCENT FIXTURE 3 -28W T5 Registration Keyplan Sheet Title 2nd Floor Reflected Ceiling Plan RECEIVED AUG 0 6 2008 PERMIT CENTB Sheet No. 1 -4.2 © 2008, JPC Architects, PLLC cc X E 0 Reception Desk Elevation Scale: 3/8" = 1' -0" 0 6 Phone Room Counter Elevation Scale: 3/8" = 1' -0" 2' -0" 0 N I VARIES 2' -0" r 3' -0" Scale: 3/8" = 1' -0" Scale: 3/8" = 1 " -0" Scale: 3/8" = 1' -0" VARIES C 2 1) White Board Mounting Detail Scale: 3" = 1' -0" PROVIDE BLOCKING AS REQUIRED MARKER BOARD POLYVISION 100 SERIES ALUM. TRIM SURROUND W /ACCESSORY TRAY PLASTIC LAMINATE (PL -1) ACTION TOP PLASTIC LAMINATE (PL -1) COUNTER PLASTIC LAMINATE (PL -2) LOWER CABINETS WITH (1) ADJUSTABLE SHELF 4" RESILIENT BASE (RB -1) EXPOSED STEEL SUPPORTS TYP. PLASTIC LAMINATE (PL -1) COUNTERTOP AND BACKSPLASH 4" RESILIENT BASE (RB —X) 3' -2" MARKER BOARD W /ALUM. FRAME, MAP CLIPS, TACK RAIL & ACCESSORY TRAY, TYP. 4" RESILIENT BASE (RB -1) Conference Room 106 White Board Elevation TRACK FOR SLIDING DOORS, TYP. 16 Conference Room 106 White Board Elevation P0 N N \\ Scale: 3/8" = 1' -0" 0 0 Scale: 3" = 1' -0" \\ 6' -11" PLASTIC LAMINATE (PL -1) COUNTERTOP \ I TACKABLE FABRIC PANELS ON SLIDING DOORS OPEN TO CATERING ROOM 1 Reception Desk Elevation Reception Desk Elevation Scale: 3/8" = 1' -0" Catering Room Elevation Scale: 3/8" = 1' -0" VARIES 22 Exposed Counter Bracket METAL ANGLE BRACKET. PAINT TO MATCH WALL , rµ FIRE TREATED WOOD BLOCKING 0 0 PLASTIC LAMINATE SHELF /COUNTER PLASTIC LAMINATE (PL -2) VERTICAL PANEL PLASTIC LAMINATE (PL -2) ACTION TOP PLASTIC LAMINATE COUNTER (PL -1) PLASTIC LAMINATE BASE (PL -1) CABINETS IN BACKGROUND REFER TO 7/1 -7.1 FOR ADDITIONAL INFORMATION PLASTIC LAMINATE (PL -1) ACTION TOP PLASTIC LAMINATE (PL -2) LOWER CABINETS WITH (1) ADJUSTABLE SHELF PLAM COUNTER AND EDGE (PL -1) COUNTERTOP PRINTER PROVIDED AND INSTALLED BY TENANT 4" RESILIENT BASE (RB -1) PLASTIC LAMINATE (PL -2) UPPER CABINETS WITH (2) ADJUSTABLE SHELVES PLASTIC LAMINATE (PL -1) COUNTERTOP WITH 4" BACKSPLASH CONTNUE PLASTIC LAMINATE BACK SPLASH AROUND COLUMN PLASTIC LAMINATE (PL -2) DRAWERS (4) PLASTIC LAMINATE (PL -2) LOWER CABINETS DISHWASHER (2) F.O.I.C. VERIFY DIMENSIONS WITH MANUFACTURERS SPECIFICATIONS 4" RESILIENT BASE (RB -1) —0" MARKER BOARD W /ALUM. FRAME, MAP CLIPS, TACK RAIL & ACCESSORY TRAY, TYP. 4" RESILIENT BASE (RB -1) N N N) Reception Desk Elevation Scale: 3/8" = 1' -0" PLASTIC LAMINATE Scale: 6" = 1' -0" 24 1-7.1 Reception Desk Elevation Scale: 3/8" = 1' -0" Scale: 3/8" = 1' -0" 4' -4" 2 EQ UAL Catering Room Elevation Scale: 3/8" = 1' -0" Counter Edge Detail a �.I I in. N N PLASTIC LAMINATE (PL -2) VERTICAL PANEL PLASTIC LAMINATE (PL -1) ACTION TOP PLASTIC LAMINATE (PL -1) COUNTER BEHIND PLASTIC LAMINATE (PL -1) BASE PLASTIC LAMINATE (PL -1) ACTION TOP PLAM COUNTER (PL -1) ANGLE BRACKET WHERE REQUIRED PLASTIC LAMINATE (PL -2) VERTICAL PANEL 4" RESILIENT BASE (RB -1) PLASTIC LAMINATE (PL -1) BASE SLIDING DOORS OPEN TO TRAINING ROOM COFFEE MAKER F.O.I.C. PROVIDE WATER LINE UNDER COUNTER ICE MAKER. F.O.I.C. VERIFY DIMENSIONS WITH MANUFACTURERS SPECIFICATIONS. PROVIDE WATER LINE STEEL BRACING AS REQUIRED PLYWOOD SUBSTRATE PLASTIC LAMINATE (PL -1) COUNTERTOP WITH 4" BACKSPLASH WHERE APPLICABLE PLASTIC LAMINATE (PL -2) LOWER CABINETS WITH (1) ADJUSTABLE SHELF 4" RESILIENT BASE (RB -1) 18 Conference Room 104 and 106 White Board Elevation N RUBBER BASE (g) Reception Desk Enlarged Plan // 2' -0" I VARIES 0 i N 2' -0" 2' -3" 5/8" GWB (PAINTED) Scale: 1" = 1' -0" Scale: , 4.. = ,. —p. Scale: 1/4" = 1' -0" Catering Room Enlarged Plan Scale: 1/4" = 1' -0" MARKER BOARD W /ALUM. FRAME, MAP CLIPS, TACK RAIL & ACCESSORY TRAY, TIP. ALTERNATE PRICE REQUESTED FOR INTERACTIVE ELECTRONIC WHITEBOARD IN THIS LOCATION IN TRAINING ROOM ONLY. 4" RESILIENT BASE (RB -1) —3 7/8" 24 Reception Desk Section 0 :i Scale: 3/8" = 1• -0" Scale: 3/8" = 1' -0" PLASTIC LAMINATE COUNTER AND EDGE PLASTIC LAMINATE ACTION TOP PLASTIC LAMINATE VERTICAL PANEL ANGLED BRACKET FOR SUPPORT, PAINTED BLACK 3 5/8" METAL STUDS (20 GA) AT 24" O.C. PLASTIC LAMINATE BASE 3 3' -2" I VARIES 0 N 2' -0" r N� +36" AFF +36" AFF 2 -3" 5/8" GWB (PAINTED) RUBBER BASE 4" RESILIENT BASE (RB -1) 25 Reception Desk Section Scale: 1" = MARKER BOARD W /ALUM. FRAME, MAP CLIPS, TACK RAIL & ACCESSORY TRAY, TYP. 20 Conference Room 105 White Board Elevation rn PLASTIC LAMINATE COUNTER AND EDGE PLASTIC LAMINATE ACTION TOP GROMMET, FIELD LOCATE PLASTIC LAMINATE VERTICAL PANEL 3 5/8" METAL STUDS (20 GA) AT 24" O.C. ANGLED BRACKET FOR SUPPORT, PAINTED BLACK PLASTIC LAMINATE BASE JPC ANR Wilbur -Ellis Riverview Plaza Floors 2 & 3 Design Team Design Drawn Checked Date JPC Project No. 601 108th Ave NE\,,- Suite 2250 Bellevue, WA 98004 1201 Western Ave - Suite 450 Seattle, WA 98101 tel [425] 641 -9200, fax [4k JPC AMD DB 07 -14 -08 08- 200 -0304 HITECTS Approvals Revision No. Date Description 08 -06 -08 Permit Set Registration DANIEL H. BUTLER STATE OF WASHINGTON Keyplan Sheet Title Enlarged Plans Elevations and Details RECEIVED AUG 0 6 2008 PERMIT CENTER Sheet No. 1 -7.1 © 2008, JPC Architects, PLLC SEE ELEVATIONS FOR HTS. 8/6/2008 9:08 AM Pen Table: OCE9600.CTB Author AMANDA DAIGLE 4 EQUAL \l l L 0 0 0 to V I jam! 1001 - i 2' -0" L 3' -0" L 1 -1 1 " cc X E 0 Reception Desk Elevation Scale: 3/8" = 1' -0" 0 6 Phone Room Counter Elevation Scale: 3/8" = 1' -0" 2' -0" 0 N I VARIES 2' -0" r 3' -0" Scale: 3/8" = 1' -0" Scale: 3/8" = 1 " -0" Scale: 3/8" = 1' -0" VARIES C 2 1) White Board Mounting Detail Scale: 3" = 1' -0" PROVIDE BLOCKING AS REQUIRED MARKER BOARD POLYVISION 100 SERIES ALUM. TRIM SURROUND W /ACCESSORY TRAY PLASTIC LAMINATE (PL -1) ACTION TOP PLASTIC LAMINATE (PL -1) COUNTER PLASTIC LAMINATE (PL -2) LOWER CABINETS WITH (1) ADJUSTABLE SHELF 4" RESILIENT BASE (RB -1) EXPOSED STEEL SUPPORTS TYP. PLASTIC LAMINATE (PL -1) COUNTERTOP AND BACKSPLASH 4" RESILIENT BASE (RB —X) 3' -2" MARKER BOARD W /ALUM. FRAME, MAP CLIPS, TACK RAIL & ACCESSORY TRAY, TYP. 4" RESILIENT BASE (RB -1) Conference Room 106 White Board Elevation TRACK FOR SLIDING DOORS, TYP. 16 Conference Room 106 White Board Elevation P0 N N \\ Scale: 3/8" = 1' -0" 0 0 Scale: 3" = 1' -0" \\ 6' -11" PLASTIC LAMINATE (PL -1) COUNTERTOP \ I TACKABLE FABRIC PANELS ON SLIDING DOORS OPEN TO CATERING ROOM 1 Reception Desk Elevation Reception Desk Elevation Scale: 3/8" = 1' -0" Catering Room Elevation Scale: 3/8" = 1' -0" VARIES 22 Exposed Counter Bracket METAL ANGLE BRACKET. PAINT TO MATCH WALL , rµ FIRE TREATED WOOD BLOCKING 0 0 PLASTIC LAMINATE SHELF /COUNTER PLASTIC LAMINATE (PL -2) VERTICAL PANEL PLASTIC LAMINATE (PL -2) ACTION TOP PLASTIC LAMINATE COUNTER (PL -1) PLASTIC LAMINATE BASE (PL -1) CABINETS IN BACKGROUND REFER TO 7/1 -7.1 FOR ADDITIONAL INFORMATION PLASTIC LAMINATE (PL -1) ACTION TOP PLASTIC LAMINATE (PL -2) LOWER CABINETS WITH (1) ADJUSTABLE SHELF PLAM COUNTER AND EDGE (PL -1) COUNTERTOP PRINTER PROVIDED AND INSTALLED BY TENANT 4" RESILIENT BASE (RB -1) PLASTIC LAMINATE (PL -2) UPPER CABINETS WITH (2) ADJUSTABLE SHELVES PLASTIC LAMINATE (PL -1) COUNTERTOP WITH 4" BACKSPLASH CONTNUE PLASTIC LAMINATE BACK SPLASH AROUND COLUMN PLASTIC LAMINATE (PL -2) DRAWERS (4) PLASTIC LAMINATE (PL -2) LOWER CABINETS DISHWASHER (2) F.O.I.C. VERIFY DIMENSIONS WITH MANUFACTURERS SPECIFICATIONS 4" RESILIENT BASE (RB -1) —0" MARKER BOARD W /ALUM. FRAME, MAP CLIPS, TACK RAIL & ACCESSORY TRAY, TYP. 4" RESILIENT BASE (RB -1) N N N) Reception Desk Elevation Scale: 3/8" = 1' -0" PLASTIC LAMINATE Scale: 6" = 1' -0" 24 1-7.1 Reception Desk Elevation Scale: 3/8" = 1' -0" Scale: 3/8" = 1' -0" 4' -4" 2 EQ UAL Catering Room Elevation Scale: 3/8" = 1' -0" Counter Edge Detail a �.I I in. N N PLASTIC LAMINATE (PL -2) VERTICAL PANEL PLASTIC LAMINATE (PL -1) ACTION TOP PLASTIC LAMINATE (PL -1) COUNTER BEHIND PLASTIC LAMINATE (PL -1) BASE PLASTIC LAMINATE (PL -1) ACTION TOP PLAM COUNTER (PL -1) ANGLE BRACKET WHERE REQUIRED PLASTIC LAMINATE (PL -2) VERTICAL PANEL 4" RESILIENT BASE (RB -1) PLASTIC LAMINATE (PL -1) BASE SLIDING DOORS OPEN TO TRAINING ROOM COFFEE MAKER F.O.I.C. PROVIDE WATER LINE UNDER COUNTER ICE MAKER. F.O.I.C. VERIFY DIMENSIONS WITH MANUFACTURERS SPECIFICATIONS. PROVIDE WATER LINE STEEL BRACING AS REQUIRED PLYWOOD SUBSTRATE PLASTIC LAMINATE (PL -1) COUNTERTOP WITH 4" BACKSPLASH WHERE APPLICABLE PLASTIC LAMINATE (PL -2) LOWER CABINETS WITH (1) ADJUSTABLE SHELF 4" RESILIENT BASE (RB -1) 18 Conference Room 104 and 106 White Board Elevation N RUBBER BASE (g) Reception Desk Enlarged Plan // 2' -0" I VARIES 0 i N 2' -0" 2' -3" 5/8" GWB (PAINTED) Scale: 1" = 1' -0" Scale: , 4.. = ,. —p. Scale: 1/4" = 1' -0" Catering Room Enlarged Plan Scale: 1/4" = 1' -0" MARKER BOARD W /ALUM. FRAME, MAP CLIPS, TACK RAIL & ACCESSORY TRAY, TIP. ALTERNATE PRICE REQUESTED FOR INTERACTIVE ELECTRONIC WHITEBOARD IN THIS LOCATION IN TRAINING ROOM ONLY. 4" RESILIENT BASE (RB -1) —3 7/8" 24 Reception Desk Section 0 :i Scale: 3/8" = 1• -0" Scale: 3/8" = 1' -0" PLASTIC LAMINATE COUNTER AND EDGE PLASTIC LAMINATE ACTION TOP PLASTIC LAMINATE VERTICAL PANEL ANGLED BRACKET FOR SUPPORT, PAINTED BLACK 3 5/8" METAL STUDS (20 GA) AT 24" O.C. PLASTIC LAMINATE BASE 3 3' -2" I VARIES 0 N 2' -0" r N� +36" AFF +36" AFF 2 -3" 5/8" GWB (PAINTED) RUBBER BASE 4" RESILIENT BASE (RB -1) 25 Reception Desk Section Scale: 1" = MARKER BOARD W /ALUM. FRAME, MAP CLIPS, TACK RAIL & ACCESSORY TRAY, TYP. 20 Conference Room 105 White Board Elevation rn PLASTIC LAMINATE COUNTER AND EDGE PLASTIC LAMINATE ACTION TOP GROMMET, FIELD LOCATE PLASTIC LAMINATE VERTICAL PANEL 3 5/8" METAL STUDS (20 GA) AT 24" O.C. ANGLED BRACKET FOR SUPPORT, PAINTED BLACK PLASTIC LAMINATE BASE JPC ANR Wilbur -Ellis Riverview Plaza Floors 2 & 3 Design Team Design Drawn Checked Date JPC Project No. 601 108th Ave NE\,,- Suite 2250 Bellevue, WA 98004 1201 Western Ave - Suite 450 Seattle, WA 98101 tel [425] 641 -9200, fax [4k JPC AMD DB 07 -14 -08 08- 200 -0304 HITECTS Approvals Revision No. Date Description 08 -06 -08 Permit Set Registration DANIEL H. BUTLER STATE OF WASHINGTON Keyplan Sheet Title Enlarged Plans Elevations and Details RECEIVED AUG 0 6 2008 PERMIT CENTER Sheet No. 1 -7.1 © 2008, JPC Architects, PLLC SEE ELEVATIONS FOR HTS. 8/6/2008 9:08 AM Pen Table: OCE9600.CTB Author AMANDA DAIGLE WALL TYPE WALL HT. STUD SIZE STUD GAUGE STUD SPACING WALL THICKNESS INSULATION FIRE RATING/ UL DESIGN NO. COMMENTS WALL CEILING C 12' -0" 3 5/8" 20 GAUGE 24" 0.0. 4 7/8" SB SB UL# U419 – WALL TYPE WALL HT. STUD SIZE STUD GAUGE STUD SPACING WALL THICKNESS INSULATION FIRE RATING COMMENTS WALL CEILING C 5' -6" 2 1/2" 25 GAUGE 24" O.C. 3 3/4" – – – REF. 8/1-9.1 FOR BRACING WALL TYPE WALL HT. STUD SIZE STUD GAUGE STUD SPACING WALL THICKNESS INSULATION FIRE RATING COMMENTS WALL CEILJNG B 8' -10" 2 1/2" 25 GAUGE 24" 0.0. 3 3/4" SB SB – REF. 10/1 -9.1 FOR BRACING 3 m a' w Q � X O O 0 00 0 0 O 0 N 8 F- 3 3 0 N I COMPOSITE DESIGN FOR STEEL STUD PARTITIONS STAN STUD WIDTH 2 1/2" 3 5/8" 4" 6" DARD GAGE STUD SPACING 16" 24" 16" 24" 16" 24" 16" 24" (25) STUDS ONE LAYER EACH SIDE 12' -0" 10' -6" 15-8" 13' -4" 16' -10" 13' -11" 19' -4" 15-6" 20 GAGE STUDS STUD WIDTH 2 1/2" 3 5/8" 4" 6" STUD SPACING 16" 24" 16" 24" 16" 24" 16" 24" ONE LAYER EACH SIDE 13' -0" 11' -5" 17' -4" 15' -2" 18' -7" 16' -2" 25' -7" 21' -11" NOTES: – ASSUMED ALLOWABLE DEFLECTION = L/240 – PROVIDE STUD BRIDGING AS REQUIRED BY GOVERNING CODES AND REGULATIONS Drywall Studs Limiting Heights • 11 Scale: NTS Scale: NTS Scale: 3 " =1' -0" to w FASTEN RUNNERS TO PERIMETER WALL ANGLE AT (2) ADJACENT SIDES PROVIDE MIN. 2" WIDE WALL ANGLE. 11 " I III NOTE: PROVIDE SUPPORT COLUMN 6" FROM EACH END OF WALL, AND ONE EVERY 20' -0" 0.0. Grid Height Partition 1/8" FOAM TAPE Partial Height Wall Support i�OTE NO. 1 MAIN RUNNER, HEA&Y DUTY VIEW SHOWING LATERAL BRACING CLUSTER AND SUSPENSION WIRE Ceiling Bracing Diagram SHIM AS REQ'D, SECURE TO GRID INSULATION TO EXTEND 2' -0" BEYOND EACH SIDE OF WALL AS NOTED BELOW CEILING AS SPECIFIED PAINT REVEAL FLAT BLACK OR TAPED BLACK INSULATION AS NOTED BELOW ONE LAYER 5/8" GWB EACH SIDE OF WALL CONT. MTL. RUNNER MECHANICALLY FASTENED TO SUBFLOOR. SPACING AND EMBED DEPTH PER GOVERNING CODE & REGULATIONS, SPECIFIED BASE FINISHED FLOOR 2" MAX TIP CROSS 'T' *SB =SOUND ATTENUATION BATTS PROVIDE METAL STUDS EACH SIDE OF BRACE. ATTACH WITH 3/8" MIN. X 2 1/2" BOLTS AT 2' -0" O.C. VERT CAL 2" X 2" X 1/8" STEEL TUBE SHOP WELD T.S. TO PLATE 1/8" STEEL PLATE AS SHOWN (4) 3/8" DIA. DRILLED HOLES PROVIDE ANCHOR BOLTS. NOTES: 1. LATERAL BRACING CLUSTER: (4) 12 GA. GALV SOFT– ANNEALED MILD STEEL WIRES SECURED TO MAIN RUNNER WITHIN 2" OF CROSS 'T' AND SPLAYED 90 DEGREES FROM EACH OTHER AT 45 DEGREES MAX. ABOVE HORIZONTAL. CLUSTERS PLACED 12' -0" O.C. MAX. AND 6' -0" MAX. FROM EACH WALL. WIRES SHOULD BE TAUT WITHOUT CAUSING CEILING TO LIFT. 2. SUSPENSION WIRE: 12 GA. GALV. SOFT– ANNEALED MILD STEEL WIRE ENCASED IN 1/2" DIAM. CONDUIT (FOR UPLIFT RESTRAINT); SECURE WIRE TO MAIN RUNNER WITHIN 2" OF CROSS 'T'. CONDUIT TO OCCUR AT EVERY LATERAL BRACING CLUSTER AND SUSPENSION WIRES TO OCCUR AT 4' -0" 0.0. MAX. EACH WAY. NOTE NO. 1 NOTE NO. 2 4 TURN IN. WITHI 1-1/2" T)/ 45 `MAX.TYP. FR =FIRE RESISTIVE NOTE NO. 1 RUNNER ENDS AT OPPOSITE WALLS TO FLOAT FREE ON PERIMETER ANGLE. PROVIDE 3/4" CLEARANCE BETWEEN ENDS OF GRID & WALL. MAIN RUNNER POP RIVET CROSS TEE TO MAIN RUNNER MATCH WALL Partial Height Partition Scale: 3 " =1' -0" Scale: 3 " =1' -0" Scale: 6 " =1' -0" Scale: 1 " =1' -0" F MATCH GRID WIDTH Ceiling Expansion Joint CORNER BEAD AS NEEDED ONE LAYER 5/8" GWB EACH SIDE OF WALL 2 "x2" STEEL TUBE STEEL PLATE SPECIFIED BASE FINISHED FLOOR 1/8" FOAM TAPE NOTE: DO NOT SECURE PARTITION TO GLAZING SYSTEM, ATTACH AT WALL ABOVE AND BELOW GLAZING Typical Mullion /Partition Intersection If *SB =SOUND ATTENUATION BATTS BOX STUD TO CONFORM TO SITE CONDITIONS LINE OF SILL (VARIES PER SITE CONDITION) MTL. STUD ATTACHED TO VERTICAL MULLION W/ DOUBLE SIDED (STICKY) FOAM TAPE NOTE: COORDINATE JOINT LOCATION WITH ARCHITECT PRIOR TO GRID INSTALL, EXPANSION JOINT IS REQUIRED FOR CEILINGS 2,500 SQ. OR GREATER. VINYL COMPOSITION TILE RUBBER REDUCER STRIP TACKSTRIP CARPET – DIRECT GLUE STRUCTURE VCT to Carpet Transition Detail FR =FIRE RESISTIVE 1434 WALL ANGLE (TYP.) – FINISH TO MATCH GRID CROSS TEE ACOUSTICAL TILE CEILING POP RIVET CROSS TEES TO WALL ANGLE 0 ACT CEILING TILE METAL EDGE TRIM BLOCK SPACER ABOVE & BELOW GRID AT POINT OF CONNECTION (RUN GRID THROUGH) 10) Grid Height Partition Bracing Detail NO. 9 GA. LATERAL SUPPORT WIRE WITHIN 3" OF EACH CORNER OF LIGHT FIXTURE. SPLAY WIRES AS SHOWN AND FASTEN TO BEAM OR PURLIN. MIN. OF 3 WIRE TURNS EA. CONNECTION POINT. NO. 9 GA. FIXTURE SUPPORT WIRES AT CENTER ENDS OF EA. FIXTURE. FIXTURE SUPPORT WIRE SUPPLIED BY CEILING CONTRACTOR. APPROVED "FIRE EXTINGUISHER" SIGNAGE 3" HIGH WHITE HELVETICA LEIIERING ON RED BACKING OF 8 "x12" SIGN. PROVIDE SIGNAGE ON ALL FOUR SIDES OF COLUMN ENCLOSURE WHEN FIRE EXTINGUISHER OCCURS AT COLUMN. z . r o W H— of (7 Li_ w w 0 0 BUILDING STANDARD FIRE EXTINGUISHER CABINET I I! DIS Scale: 3 " =1' -0" x MIN Scale: 3"=1'-0" Scale: NTS ARE EXTINGUISHER GD dD i© HANDLE L� 0 co 1 Hour Rated Full Height Partition 4h& Aff" I A Light Fixture Bracing 4 RECESSED FLUORESCENT FIXTURE U- IL LC) EXISTING STRUCTURE "FIRETRAK" DEFLECTION TRACK WHEN LOCATED AT COLUMNS, CABINET AND SIGNAGE TO BE CENTERED ON COLUMN ENCLOSURE. TYPICAL, U.N.O. NOTE : INSTALL LOCAL ELECTRICAL AND TELEPHONE WALL OUTLETS AND SWITCHPLATES AT NEAREST STUD FROM SCALED LOCATION ON PLAN UNLESS SPECIFICALLY DIMENSIONED. 20 Typical Mounting Heights Scale: NTS FR GYPSUM COMPOUND OR FIRE CAULK INSULATION AS NOTED BELOW ONE LAYER 5/8" GWB EACH SIDE OF WALL INSULATION TO EXTEND 2' -0" BEYOND EACH SIDE ;•\ 1 OF WALL AS NOTED BELOW ■,' )— CEILING AS SPECIFIED CO ELEC. OUTLET TEL. OUTLET – CONT. MTL. RUNNER MECHANICALLY FASTENED TO SUBFLOOR. SPACING AND EMBED DEPTH PER GOVERNING CODE & REGULATIONS. SPECIFIED BASE ACOUSTICAL SEALANT BOTH SIDES FINISHED FLOOR 1/8" FOAM TAPE *SB =SOUND ATTENUATION BATTS EXIST. STRUC. SCHEDULED DOOR (OPEN OR CLOSED) WALL –MTD. TELEPHONE OUTLET THERMOSTAT HARDWARE SET AS SCHEDULED MAIN STRUCTURAL RUNNER 4' -0' O.C. CROSS TIE ATTACH CROSS BRACING TO DECK W/ RAMSET FASTENERS, TYP. CROSS BRACING AT 7' -9" O.C.: 3 1/2" x 25 GA. STEEL STUDS – ATTACH W/ (3) #6 SHT MTL SCREWS ATTACH CROSS BRACING THROUGH SPACER TO RUNNER W / #6 SHT MTL SCREW WALL CONSTRUCTION PER PLAN 2 -3/4" r r VERIFY W/ HARDWARE SCHEDULE cY 0 FR =FIRE RESISTIVE 60° MAX. TYP. 45° - LIGHT WITCH DOTTED INE INDICATES OCATIO OF LARGER LATE FOR GANGED SWITCHES NOTE: HEIGHTS ARE AS NOTED UNLESS DIRECTED BY B/S TO BE DIFFERENT JPC ARCHITECTS Wilbur 'Hills Riverview Plaza Floors 2 & 3 Design Team Design Drawn checked Date JPC Project No. 601 108th Ave NEB,- Suite 2250 Bellevue, WA 98004 1201 Western Ave - Suite 450 Seattle, WA 98101 tel [425] 641 -9200, fax [4251 Approvals evisions No. Date Description 08 -06 -08 Permit Set Registration 6949 DA H. B TLER STATE OF WASHINGTON Keyplan . A- i JPC AMD DB 07 -14 -08 08- 200 -0304 REGISTERED RCHITECT Sheet Title Construction Details RECEIVE AUG 0 0 2000 ?ENIVIiT CENTER Sheet No. 1 -9.1 © 2008, JPC Architects, PLLC 3" WIRE PULLS 4" RESILIENT BASE AT TOE KICK PLASTIC LAMINATE AT ALL EXPOSED EXTERIOR SURFACES TYPICAL 3/4" ADJUSTABLE SHELF ON 2" O.C. SHELF CLIPS 3" WIRE PULLS PLASTIC LAMINATE — AT ALL EXTERIOR SURFACES 0 TYPICAL w w PROVIDE BLOCKING BEHIND CABINET AND IN WALL AS REQUIRED UNDER CABINET LIGHT FIXTURE Scale: 1 " =1 ' -0" Scale: 1"=1'-0" 2' -0" U.N.O. Upper Cabinet with U.C. Lighting 0 - 3) Base Cabinet with Adjustable Shelf PLASTIC LAMINATE COUNTER TOP AND BACKSPLASH PROVIDE BLOCKING BEHIND CABINET AND IN WALL AS REQUIRED MELAMINE AT ALL CABINET INTERIORS TYPICAL 3/4" ADJUSTABLE SHELF ON 2" O.C. SHELF CLIPS 3" WIRE PULLS HEIGHT OF DRAWERS TO BE EQUAL BASED ON OVERALL CABINET HEIGHT 4" RESILIENT BASE AT TOE KICK INTEGRAL TOE KICK Scale: 1"=1'-0" Scale: 1"=1'-0" 2' -0" U.N.O. 2' -0" U.N.O. Drawer Stack Base Cabinet PLASTIC LAMINATE COUNTER TOP AND BACKSPLASH MELAMINE AT ALL INTERIOR SURFACES TYPICAL PROVIDE BLOCKING BEHIND CABINET AND IN WALL AS REQUIRED MELAMINE AT ALL CABINET INTERIORS TYPICAL PLASTIC LAMINATE COUNTER TOP & BACKSPLASH PROVIDE BLOCKING AS REQUIRED LOW PROFILE STAINLESS STEEL SINK INSULATED EXPOSED DRAIN PIPING HATCHED AREA INDICATES CLEARANCES REQUIRED PER ADA DIAGONAL BRACE 4" RUBBER BASE AT TOE KICK. UNDERCUT DOOR & TRIM BASE AS REQ'D TO CLEAR SPEC. FINISH FLOOR Base Cabinet with Sink - ADA Side Approach BACKSPASH WHERE APPLICABLE REFER TO DETAIL 8/1 -9.2 FOR ADDITIONAL INFORMATION CATERING Scale: 3 " =1' -0" p Sliding Door at Catering /Training Room EXISTING CEILING TO REMAIN TRAINING ROOM TRACK FOR SLIDING DOORS. SLIDING DOORS WITH FLUSH PULLS. TACKABLE FABRIC PANEL ON BOARDROOM SIDE; PAINT P -1 SEMI —GLOSS SHEEN ON CATERING SIDE. TRACK FOR SLIDING DOORS. MOUNT FLUSH WITH PLASTIC LAMINATE COUNTERTOP PLASTIC LAMINATE COUNTERTOP AND APRON BLOCKING AS REQUIRED BASE, AS SCHEDULED Design Drawn Checked Date JPC Project No. JPC ARcHITECTS 601 108th Ave NE.,- Suite 2250 Bellevue, WA 98004 1201 Western Ave - Suite 450 Seattle, WA 98101 tel [4251641 -9200, fax [4251637 -8200 Wilbur- F llis Riverview Plaza Floors 2 & 3 Design Team 07 -14 -08 08- 200 -0304 Approvals Revisions No. Date Description 08 -06 -08 Permit Set Registration ANIEL H. BUTLER STATE OF WASHINGTON Keyplan Sheet Title Casework Details RECEIVED AUG 0 6 2000 PERMIT CENTER Sheet No. © 2008, JPC Architects, PLLC tti Door Type A - BS Wood Door Scale: 3/8":=V-0" 5 1/4" 7 1 -10.1 C SIM. 7 1 -10.1 Glazing Sill Scale: 6 " =1' -0" LBASE, AS SPECIFIED NOTE: BLDG. STD. 3' -0" X 8' -10 "X 1 -3/4" SC, FLUSH PANEL WOOD DOOR. FINISH: BLDG. STD. STAIN SAFETY GLASS SET WITH GLAZING TAPE AT ENTIRE PERIMETER BLDG STD WOOD VENEER FRAME W/ BLDG STD STAIN FINISH SHIM AS REQUIRED VERIFY MINIMUM 1/8" CLEARANCE ABOVE SPECIFIED FINISHED FLOORING DOOR PER SCHEDULE L Scale: 6 " =1' -0" Scale: 6 " =1' -0" 7\ Scale: 3/8 " =1' -0" SIM. 9 1 - 10.1 N BASE, AS SPECIFIED C 3' -0" UNO z 1 1/2" Door Jamb (Head Sim.) 1 /4" MAX. 6 8 1 -10.1 NOTE: BLDG. STD. 3' -0" X 8' -10 "X 1 -3/4" SC, FLUSH PANEL WOOD DOOR. FINISH: BLDG. STD. STAIN SAFETY GLASS NOTE: AT DOOR /RELITE COMBINATION PROVIDE METAL STUD KICKER SUPPORT TO STRUCTURE FOR STABILITY. Door Type B - BS Wood Door with Relite SPECIFIED PARTITION BLDG STD WOOD VENEER FRAME W/ BLDG STD STAIN FINISH WALL CONSTRUCTION PER PLAN SAFETY GLASS SET W/ GLAZING TAPE AT ENTIRE PERIMETER. APPLY CLEAR CAULKING AT GAP. TYPICAL ONE LAYER G.W.B. DOUBLE STUDS AT EACH SIDE OF JAMBS Full Height Glazing to GWB Transition 3' —O" Door Type C - Frameless Glass Door with Butt Glazing Relites Scale: 3/8 " =1' -0" 1/2" THICK WOOD STOP SILL BELOW 1/2" TYP. 1 1/2" C 8 Relite Jamb (Head Sim.) Scale: 6 " =1' -0" Scale: 3 " =1' -0" ti SPECIFIED PARTITION BLDG STD WOOD VENEER FRAME W/ BLDG STD STAIN FINISH BRACE TO STRUCTURE ABOVE FIRE — RETARDANT WOOD BLOCKING ACT CEILING STAINLESS STEEL GLAZING HEAD CHANNEL SPECIFIED GLAZING STAINLESS STEEL GLAZING CHANNEL FINISHED FLOO Full Height Glazing Head and Sill DOUBLE STUDS AT EACH SIDE OF JAMBS DOOR PER SCHEDULE Scale: 6 " =1' -0" Scale: 3 " =1' -0" Scale: 3 " =1' -0" SAFETY GLASS. SPEC: WHITE BOARD GLASS CONSISTING OF ANNEALED STARFIRE TWO SIDES AND PURE WHITE DIFFUSED INNERLAYER (3M DUSTED CLEAR CRYSTAL FILM SERIES 7725 -314). FLAT POLISH ALL EXPOSED. TYP. 2 10.1 , AS SPECIFIED Door /Relite Jamb 14 Butt Glazing Jamb BLDG STD WOOD VENEER FRAME W/ BLDG STD STAIN FINISH 3/8" MAX BUTT JOINT WITH CLEAR SILICON, TYPICAL GLAZING PER ELEVATION AND SPECIFICATION SAFETY GLASS SET W/ GLAZING TAPE AT ENTIRE PERIMETER Hardware Sets: HS -1 SINGLE NON —RATED DOOR WITH LATCHSET QTY 1-1/2 PAIR — BUTT HINGES QTY 1 — LEVER LATCHSET QTY 1 — BLDG STD. DOOR STOP QTY 1 SET — SILENCERS HS -3 SINGLE NON —RATED DOOR WITH CARD READER AND CLOSER QTY 1 -1/2 PAIR — BUTT HINGES QTY 1 — LEVER LOCKSET QTY 1 — SURFACE MTD. CLOSER QTY 1 — ELECTRIC STRIKE QTY 1 — BLDG STD. DOOR STOP QTY 1 SET — SILENCERS Door Schedule: NO. No. 101A 101B 102 103 104 105 106 107 108 126 152 173A 173B 174 209 211 213 215 217 252 254 TYPE A B A B A B C B A A B A B A B B B B B A A A FRAME WD WD WD WD WD WD GL WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD HDWR HS -1 HS -3 HS -1 HS -1 HS -2 HS -1 HS -1 HS -1 HS -1 HS -1 HS -1 HS -1 HS -1 HS -1 HS -1 HS -1 HS -1 HS -1 HS -1 HS -1 HS -1 HS -2 SINGLE NON —RATED DOOR WITH LOCKSET QTY 1-1/2 PAIR — BUTT HINGES QTY 1 — LEVER LOCKSET QTY 1 — BLDG STD. DOOR STOP QTY 1 SET — SILENCERS RATING 60 MIN REMARKS REVISION JPC ARC Wilbur -Ellis Riverview Plaza Floors 2 & 3 Design Team Design Drawn Checked Date JPC Project No. No. Date 601 108th Ave NE•, - Suite 2250 Bellevue, WA 98004 1201 Western Ave - Suite 450 Seattle, WA 98101 tel [425] 641 -9200, fax [425637 -8200 JPC Approvals Revisions 08 -06 -08 AMD DB 07 -14 -08 08- 200 -0304 Description Permit Set Registration REGISTERED P '3' CHITECT " 11 . 1 2∎• -- DANIEL H. BUTLER STATE OF WASHINGTON Keyplan Sheet Title Door Elevations, Details & Schedules ECEIVED AUG U 6 2000 PERMIT CENTEP Sheet No. I -10.1 © 2008, JPC Architects, PLLC B/6/2008 9:24 AM Author: AMANDA DAIGLE Pen Table: OCE9600.CTB 1 — J 1 / - 5 EQUAL ) W 7 I \ W L LB R I ILLS L LOGO \ / / 14 I -10.1 1 I— \ 10.. L BASE I tti Door Type A - BS Wood Door Scale: 3/8":=V-0" 5 1/4" 7 1 -10.1 C SIM. 7 1 -10.1 Glazing Sill Scale: 6 " =1' -0" LBASE, AS SPECIFIED NOTE: BLDG. STD. 3' -0" X 8' -10 "X 1 -3/4" SC, FLUSH PANEL WOOD DOOR. FINISH: BLDG. STD. STAIN SAFETY GLASS SET WITH GLAZING TAPE AT ENTIRE PERIMETER BLDG STD WOOD VENEER FRAME W/ BLDG STD STAIN FINISH SHIM AS REQUIRED VERIFY MINIMUM 1/8" CLEARANCE ABOVE SPECIFIED FINISHED FLOORING DOOR PER SCHEDULE L Scale: 6 " =1' -0" Scale: 6 " =1' -0" 7\ Scale: 3/8 " =1' -0" SIM. 9 1 - 10.1 N BASE, AS SPECIFIED C 3' -0" UNO z 1 1/2" Door Jamb (Head Sim.) 1 /4" MAX. 6 8 1 -10.1 NOTE: BLDG. STD. 3' -0" X 8' -10 "X 1 -3/4" SC, FLUSH PANEL WOOD DOOR. FINISH: BLDG. STD. STAIN SAFETY GLASS NOTE: AT DOOR /RELITE COMBINATION PROVIDE METAL STUD KICKER SUPPORT TO STRUCTURE FOR STABILITY. Door Type B - BS Wood Door with Relite SPECIFIED PARTITION BLDG STD WOOD VENEER FRAME W/ BLDG STD STAIN FINISH WALL CONSTRUCTION PER PLAN SAFETY GLASS SET W/ GLAZING TAPE AT ENTIRE PERIMETER. APPLY CLEAR CAULKING AT GAP. TYPICAL ONE LAYER G.W.B. DOUBLE STUDS AT EACH SIDE OF JAMBS Full Height Glazing to GWB Transition 3' —O" Door Type C - Frameless Glass Door with Butt Glazing Relites Scale: 3/8 " =1' -0" 1/2" THICK WOOD STOP SILL BELOW 1/2" TYP. 1 1/2" C 8 Relite Jamb (Head Sim.) Scale: 6 " =1' -0" Scale: 3 " =1' -0" ti SPECIFIED PARTITION BLDG STD WOOD VENEER FRAME W/ BLDG STD STAIN FINISH BRACE TO STRUCTURE ABOVE FIRE — RETARDANT WOOD BLOCKING ACT CEILING STAINLESS STEEL GLAZING HEAD CHANNEL SPECIFIED GLAZING STAINLESS STEEL GLAZING CHANNEL FINISHED FLOO Full Height Glazing Head and Sill DOUBLE STUDS AT EACH SIDE OF JAMBS DOOR PER SCHEDULE Scale: 6 " =1' -0" Scale: 3 " =1' -0" Scale: 3 " =1' -0" SAFETY GLASS. SPEC: WHITE BOARD GLASS CONSISTING OF ANNEALED STARFIRE TWO SIDES AND PURE WHITE DIFFUSED INNERLAYER (3M DUSTED CLEAR CRYSTAL FILM SERIES 7725 -314). FLAT POLISH ALL EXPOSED. TYP. 2 10.1 , AS SPECIFIED Door /Relite Jamb 14 Butt Glazing Jamb BLDG STD WOOD VENEER FRAME W/ BLDG STD STAIN FINISH 3/8" MAX BUTT JOINT WITH CLEAR SILICON, TYPICAL GLAZING PER ELEVATION AND SPECIFICATION SAFETY GLASS SET W/ GLAZING TAPE AT ENTIRE PERIMETER Hardware Sets: HS -1 SINGLE NON —RATED DOOR WITH LATCHSET QTY 1-1/2 PAIR — BUTT HINGES QTY 1 — LEVER LATCHSET QTY 1 — BLDG STD. DOOR STOP QTY 1 SET — SILENCERS HS -3 SINGLE NON —RATED DOOR WITH CARD READER AND CLOSER QTY 1 -1/2 PAIR — BUTT HINGES QTY 1 — LEVER LOCKSET QTY 1 — SURFACE MTD. CLOSER QTY 1 — ELECTRIC STRIKE QTY 1 — BLDG STD. DOOR STOP QTY 1 SET — SILENCERS Door Schedule: NO. No. 101A 101B 102 103 104 105 106 107 108 126 152 173A 173B 174 209 211 213 215 217 252 254 TYPE A B A B A B C B A A B A B A B B B B B A A A FRAME WD WD WD WD WD WD GL WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD HDWR HS -1 HS -3 HS -1 HS -1 HS -2 HS -1 HS -1 HS -1 HS -1 HS -1 HS -1 HS -1 HS -1 HS -1 HS -1 HS -1 HS -1 HS -1 HS -1 HS -1 HS -1 HS -2 SINGLE NON —RATED DOOR WITH LOCKSET QTY 1-1/2 PAIR — BUTT HINGES QTY 1 — LEVER LOCKSET QTY 1 — BLDG STD. DOOR STOP QTY 1 SET — SILENCERS RATING 60 MIN REMARKS REVISION JPC ARC Wilbur -Ellis Riverview Plaza Floors 2 & 3 Design Team Design Drawn Checked Date JPC Project No. No. Date 601 108th Ave NE•, - Suite 2250 Bellevue, WA 98004 1201 Western Ave - Suite 450 Seattle, WA 98101 tel [425] 641 -9200, fax [425637 -8200 JPC Approvals Revisions 08 -06 -08 AMD DB 07 -14 -08 08- 200 -0304 Description Permit Set Registration REGISTERED P '3' CHITECT " 11 . 1 2∎• -- DANIEL H. BUTLER STATE OF WASHINGTON Keyplan Sheet Title Door Elevations, Details & Schedules ECEIVED AUG U 6 2000 PERMIT CENTEP Sheet No. I -10.1 © 2008, JPC Architects, PLLC B/6/2008 9:24 AM Author: AMANDA DAIGLE Pen Table: OCE9600.CTB