HomeMy WebLinkAboutPermit D07-329 - FUJI - INTERIOR DEMOLITIONFUJI
16300 CHRISTENSEN RD
STE 213
D07.329
Parcel No.: 2523049078
Address: 16300 CHRISTENSEN RD TUKW
Suite No:
Cityif 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: FUJI
Address: 16300 CHRISTENSEN RD, STE 213 , TUKWILA WA
Contact Person:
Name: EVELYN CHASE, CONNELL DESIGN
Address: 22002 104 AV W, STE 2C , MONTLAKE TERRACE WA 98043
Phone: 425 670 -6706 X 106
Contractor:
Name: GATEWAY CONSTRUCTION SRVCS INC.
Address: 11414 NE 60TH ST , KIRKLAND, WA 98033
Phone: 425 - 822 -5178
Contractor License No: GATEWCS992C3
DEVELOPMENT PERMIT
Permit Number: D07 -329
Issue Date: 10/19/2007
Permit Expires On: 04/16/2008
Expiration Date: 03/04/2008
DESCRIPTION OF WORK:
TENANT IMPROVEMENT: INTERIOR DEMOLITION. PROVIDE NEW DOORS, NEW RECITE, NEW ENTRY DOOR AND RELITE,
AND CASEWORK. NO EXTERIOR WORK.
Value of Construction: $12,307.00 Fees Collected: $460.99
Type of Fire Protection: SPRINKLERS International Building Code Edition: 2006
Type of Construction: VN Occupancy per IBC: 0008
doc: IBC -10/06
* *continued on next page **
D07 -329 Printed: 10 -19 -2007
Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: N
Permit Center Authorized Signatur
Signature: c
Print Name: S/l & N' a v1 R I) o
doc: IBC -10/06
City a 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
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: N
,ae
Permit Number: D07 -329
Issue Date: 10/19/2007
Permit Expires On: 04/16/2008
Date: t O ` ` l
I hereby certify that I have read and x -nined this permit and know the same to be true and correct. All provisions of law and ordinances
governing this work will be complieth, 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 pe formance of wow I am ed to sign and obtain this development permit.
Date: iv--/?
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.
D07 -329 Printed: 10 -19 -2007
Parcel No.: 2523049078
Address: 16300 CHRISTENSEN RD TUKW
Suite No:
Tenant: FUJI
1: ** *BUILDING DEPARTMENT CONDITIONS * **
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
PERMIT CONDITIONS
Permit Number: D07 -329
Status: ISSUED
Applied Date: 08/29/2007
Issue Date: 10/19/2007
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: 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.
6: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design
requirements of ASCE 7.
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: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall
be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum
distance of 4- inches shall be maintained above the controls with the strapping.
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: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the
doc: Cond -10/06
D07 -329 Printed: 10 -19 -2007
following concerns:
18: Maintain fire extinguisher coverage throughout.
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 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)
16: 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)
17: 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)
19: 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)
20: The path of egress travel along a means of egress shall not be interrupted by any building element other than a means
of egress component as specified in this chapter. Obstructions shall not be placed in the required width of a means of
egress except projections permitted by this chapter. The required capacity of the means of egress system shall not be
diminished along the path of egress travel (IFC 1003.6)
21: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10)
22: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the
International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC
1008.1.8.1)
23: In Group B and M occupancies, the minimum clear aisle width shall be determined by the occupant load served, but shall
not be less than 36 inches. (IFC 1013.4.1)
24: 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)
25: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and
#2051)
26: 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)
27: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire
Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IF'C
104.2)
28: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require
relocation and/or addition of audible /visual notification devices. (City Ordinance #2051)
doc: Cond -10/06 D07 -329 Printed: 10 -19 -2007
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
29: An electrical permit from the City of Tukwila Building Department Permit Center (206 - 431 -3670) is required for this
project.
30: Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22)
31: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70)
32: Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and
properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed.
33: All interior demo debris must be removed prior to demo of the automatic sprinkler system. Contact the Tukwila Fire
Prevention Bureau at 206/575 -4407 for an inspection of the building prior to shut down of the automatic sprinkler
system.
34: Maintain coverage and operability of portable fire extinguishers, sprinkler systems and fire alarm systems during
demolition and construction.
35: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of
such condition or violation.
36: These plans were reviewed by Inspector 514. If you have any questions, please call Tukwila Fire Prevention Bureau at
(206)575 -4407.
* *continued on next page **
doc: Cond -10/06 D07 -329 Printed: 10 -19 -2007
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.
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: t7
D07 - 329 Printed: 10 -19 -2007
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
htip://www.ci.tukivilawa. us
GENERAL CONTRACTOR INFORMATION —
(Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5))
Company Name:
Mailing Address:
Contact Person:
E -Mail Address:
(\, U ( '[AC 1 ov
ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record
Q. Applications\Forms- Applications On Line'3 -2006 - Permit Application.doc
Revised 9 -2006
bh
PO1 -'2f
Building Permit No.
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.: 25 2 30'1 - `101 g
Site Address: (U DO VIVI flSCVl rJtC Suite Number: al 3
Tenant Name: VIA \ \ New Tenant:
Property Owners Name:6 ..0 Q J W\Ctz ?I Z? .4,-C el P u Yl) f .O • 7 Pict eS
Mailing Address: 1090n Wl -11 s � co ? ' kV Vl e, Ulf
State
City
CONTACT PERSON - who do we contact when your permit is ready to be issued
Name: \/Q.1t.�Vl CV'ns . t l ' OVA Y\ ,(I es\ V\ Day Telephone: ('42S) (0 -Co (o 4010
Mailing Address: [fr'l 4vf UJ- S it 2 M v41 - - Ce VY • tA)W 9Po1 .
City State Zip
E -Mail Address: eV(1t.Yl n 0X�10I�P�IC CSIy)� i C Fax Number:e 2S 774. re) (9
Company Name: TAp
Mailing Address:
City State Zip
Contact Person: Day Telephone:
E -Mail Address: Fax Number:
Contractor Registration Number: Expiration Date:
ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record
04R kn . ) . cist. at NA L W A R (?)0
/� State Zip
EvdL v\ (�.V,acc, Day Telephone: -' W9 W(oX
eve �Vl o� ChVme,(( jeCV CA \1 ,N)1/14 Fax Number: 426) 7 14- 1
City
Floor: 2-
n Yes ❑..No
1g 00 9
Zip
Company Name:
Mailing Address:
City State Zip
Contact Person: Day Telephone:
E -Mail Address: Fax Number:
Page 1 of 6
BUILDING PERMIT INFORMATION - 206 -431 -3670
Valuation of Project (contractor's bid price): $ 12.15
Scope of Work (please provide detailed information):
Wvtat
door Ye.tk i or k eaaem.x)Y - NIv
Will there be new rack storage? ❑ Yes [ .. No
Existing Building Valuation: $ 2t AA (0,3-00
I .
LA . AI • _ L _ M • • LL
VvP.0 o rlocV t IJIt w (fe 1 , )(II.tx e if
e xt i ervtvN -k.
If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling:
* Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: e--X 14 Compact: Handicap:
Will there be a change in use? ❑ Yes No If - yes", explain:
FIRE PROTECTION /HAZARDOUS MATERIALS:
J 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 ata 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.
QA Applications On Line\3 -2006 - Permit Application.doc
Revised: 9 -2006
bh
Page 2 of 6
Existing
Interior Remodel
Addition to
Existing
Structure
New
Type of
Construction per
[BC
Type of
Occupancy per
IBC
I Floor
2n Floor
'
-
v - N
1
3 Floor
Floors thru
Basement
Accessory Structure*
Attached Garage
Detached Garage
Attached Carport
Detached Carport
Covered Deck
Uncovered Deck
BUILDING PERMIT INFORMATION - 206 -431 -3670
Valuation of Project (contractor's bid price): $ 12.15
Scope of Work (please provide detailed information):
Wvtat
door Ye.tk i or k eaaem.x)Y - NIv
Will there be new rack storage? ❑ Yes [ .. No
Existing Building Valuation: $ 2t AA (0,3-00
I .
LA . AI • _ L _ M • • LL
VvP.0 o rlocV t IJIt w (fe 1 , )(II.tx e if
e xt i ervtvN -k.
If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling:
* Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: e--X 14 Compact: Handicap:
Will there be a change in use? ❑ Yes No If - yes", explain:
FIRE PROTECTION /HAZARDOUS MATERIALS:
J 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 ata 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.
QA Applications On Line\3 -2006 - Permit Application.doc
Revised: 9 -2006
bh
Page 2 of 6
•
PERMIT APPLICATION NOTES — 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 OW OR AUTHORIZED AGENT:
Signature: 1A l
Date: 0 — AS-0'4
Day Telephone: t 2 -S) (0 (0 (0
Mailing Address: 2 00 c0zklh -11VP c,J- Sre �Q MLA LAJA q4d
Cit
Print Name: el ()U\ ( Ck5-
Date Application Accepted: �1 1 (14
Date Application Expires:
02--i tin
Staff Initials:
C 1
Q:\ Applications \Forns- Applications On LineV -2006- Permit Application.doc
Revised: 9.2006
bh
State Zip
Page 6 of 6
RECEIPT NO: R07 -02292
Initials: JEM
Uses ID: 1165
Payee: UNICO PROPERTIES LLC
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
SET ID: 1019 SET NAME: CONNELL DESIGN
SET TRANSACTIONS:
Set Member Amount
D07 -329 281.16
D07 -346 177.00
D07 -347 211.72
TOTAL: 669.88
ACCOUNT ITEM LIST:
Description
TRANSACTION LIST:
Type Method Description Amount
Payment Check 6266 669.88
TOTAL: 669.88
BUILDING - NONRES
STATE BUILDING SURCHARGE
SET RECEIPT
Payment Date: 10/19/2007
Total Payment: 669.88
Account Code Current Pmts
000/322.100 656.38
000/386.904 13.50
TOTAL: 669.88
•
Receipt No.: R07 -01830
Initials: JEM
User ID: 1165
Payee: CONNELL DESIGN GROUP, INC.
ACCOUNT ITEM LIST:
Description
PLAN CHECK - NONRES
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
RECEIPT
Parcel No.: 2523049078 Permit Number: D07 -329
Address: 16300 CHRISTENSEN RD TUKW Status: PENDING
Suite No: Applied Date: 08/29/2007
Applicant: FUJI Issue Date:
TRANSACTION LIST:
Type Method Description Amount
Payment Check 15075 179.83
Account Code Current Pmts
000/345.830 179.83
Total: $179.83
Payment Amount: $ 179.83
Payment Date: 08/29/2007 11:13 AM
Balance: $281.16
21 76 08/29 9710 TOTAL 179.83
doe: Receiot -06 Printed: 08 -29 -2007
Project:
Fu ,�j 7
Type of Inspectio
, k4 / U 4 � 1 ;
Address:
Date ailed:
Special Instructions:
= =
5 -� �2 1 3
$ J /3 7,2-0/
Date Wanted:
/7 2 0 -0-7 p.m.
Requester:
Phone No:
BO - 7Z— �3 ,P.5_
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION 4 5
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36
pproved per applicable codes. E1 Corrections required prior to approval.
COMMENTS:
Ilnspe
O f'
,o)
Date:
El $58.00 R PECTION FEE REQUIRED. Prior to inspection, fee must be
paid at • 00 Southcenter Blvd.. Suite 100. Call the schedule reinspection.
1 Recelpt No.:
!Date:
Project: • s p,_-
T _ ,
Fire Alarm: ,h ■ Hood
& Duct: A/
Type of Inspection:
�� qty
Address: /6 3-o c,
Suite #: 2 / 3
&,,z.,
u
/
Contact Persop:
44/at (nl #v-t�le--
Special Instructions:
Phone No.:
Needs Shift Inspection: A 9 ge 1.7 r7
Sprinklers: y
Fire Alarm: ,h ■ Hood
& Duct: A/
Monitor:
Pre -Fire: U1'13
Permits:
Occupancy Type:
'74
INSPECTION NUMBER
Approved per applicable codes.
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA FIRE DEPARTMENT
Tukwila, Wa. 98188 206- 575 -4407
Word /Inspection Record Form.Doc 1/13/06
o� - 3z1
PERMIT NUMBERS
Corrections required prior to approval.
COMMENTS:
C; /' r2 414?, — O IL
Inspector: „J / 5 , z
Date: /t / 9 /70.07
.
Hrs.. /
$80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. Call to schedule a reinspection.
T.F.D. Form F.P. 113
J
ACTIVITY NUMBER: D07 -329 DATE: 08 -29 -07
PROJECT NAME: FUJI
SITE ADDRESS: 16300 CHRISTENSEN RD, STE 213
X Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter #
Revision # After Permit Issued
DEPARTMENTS:
r� C/
Buil. n� Division
PO Zorks ► =� a1
,.
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete d Incomplete
Comments:
TUES/THURS ROU ING:
Please Route Structural Review Required
REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS:
Approved ❑ Approved with Conditions
Notation:
REVIEWER'S INITIALS:
Documents/routing slip.doc
2 -28-02
PERMIT COORD COPY
PLAN REVIEW /ROUTING SLIP
,� 'H
Fire P revention
Structural
Planning Division MI
DUE DATE: 08-30-07
Not Applicable ❑
❑ Permit Coordinator
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
No further Review Required
DATE:
DUE DATE: 09-27-07
Not Approved (attach comments) n
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
License Information
License
GATEWCS992C3
Licensee Name
GATEWAY CONSTRUCTION SRVCS INC
Licensee Type
CONSTRUCTION CONTRACTOR
UBI
602086011
Ind. Ins. Account Id
754100
Business Type
CORPORATION
Address 1
701 DEXTER AVE N SUITE 420
Address 2
City
SEATTLE
County
KING
State
WA
Zip
98109
Phone
2066219111
Status
ACTIVE
Specialty 1
GENERAL
Specialty 2
UNUSED
Effective Date
2/26 /2001
Expiration Date
3/4/2008
Suspend Date
Separation Date
Parent Company
Previous License
NIELSC *02708
Next License
Associated License
Business Owner Information
Name
Role
Effective Date
Expiration Date
SACCO, RONALD
PRESIDENT
02/26/2001
Bond
Amount
NIELSEN, CRISTIAN
VICE PRESIDENT
02/26/2001
SRS1008614
Bond Information
Bond
Bond
Company
Name
Bond
Account
Number
Effective
Date
Expiration
Date
Cancel
Date
Impaired
Date
Bond
Amount
Received
Date
#2
RLI
INSURANCE
CO
SRS1008614
02/26/2002
Until
Cancelled
$12,000.00
03/04/2002
Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 2
Washington State Department of Labor and Industries
General/Specialty Contractor
A business registered as a construction contractor with L &I 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.
https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= GATEWCS992C3 10/19/2007
GENERAL NOTES
ABBREVIATIONS
PROJECT DATA
DRAWING INDEX
I. ALL CONSTRUCTION SHALL COMPLY WITH THE CURRENT REGULATORY CODES FOR THE STATE
WASHINGTON AND THE LOCAL JURISDICTIONS. SEE PROJECT DATA SECTION FOR CURRENT
OF W
APPLICABLE GORES.
2. CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, DETAILS, ETC.., AND
NOTIFY THE DESIGNER OF ANY AND ALL DISCREPANCIES PRIOR TO PROCEEDING WITH THE
WORK.
3. CONTRACTOR SHALL VERIFY ALL 'BUILDING STANDARDS" WITH BUILDING LANDLORD PRIOR
TO BEGINNING ANY WORK. HOWEVER, THERE SHALL BE NO DEVIATIONS WHATSOEVER FROM
THE CONTRACT DOCUMENTS WITHOUT THE DESIGNER'S WRITTEN APPROVAL THEREOF. THE
CONTRACTOR AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGNER HARMLESS FROM
A ACOUSTIC/ACOUSTICAL LAM. LAMINATED/LAMINATE
T. TILE TIGAL
ACT. ACOUSTICAL ILE LAY. LAVATORY
ADJ. ADJUST /ADJUSTABLE L. LENGTH
A.F.F. ABOVE FINISHED FLOOR LTG. LIGHTING
APPROX. APPROXIMATELY LT. LIGHT
ARCH. ARCHITECTURAL LG./L. LONG
BLK. BLOCK/BLOCKING MAT. MATERIAL
BLDG./BLD. BUILD NG MAX. MAXIMUM
MFG. MANUFACTURER
B/S BUILDING STANDARD MECH. MECHANICAL
GAB. CABINET MED. MEDIUM
GLG. /CLOG. CEILING MIN. MINIMUM
GL OR C CENTER LINE MIN. MINIMUM
MISC. MISCELLANEOUS
CLKG. CAULKING - p, MOUNTED
COL. COLUMN
CONT. CONTINUOUS MTL. METAL
GONG. CONCRETE MW. MICROWAVE
CONST- CONSTRUCTION
CONTR... N. NORTH
CT• CARPET N.I.G. NOT IN CONTRACT
C.W. GOLD WATER
NO. NUMBER SCALE
D. DEEP
DEPT. DEPARTMENT
PET. DETAIL OFF. OFFICE
O.G. ON CENTER
DIAL. DIAGONAL OFF. OWNER FURNISHED
D IA. DIAMETER 0 F I CONTRACTOR INSTALLED
DIM. DIMENSION Q.E.D.'. OWNER FURNISHED
DBL. DOUBLE OWNER INSTALLED
DWG. DRAWING
D.F. DRINKING FOUNTAIN
RIFF. DIFUSSER p P�INTL(ED�)
D.H. DOWN PART. PARTITION
P.P.L. POLISHED PLATE GLASS
E. EAST PL. PLATE
EA. EACH P. LAM. PLASTIC. LAMINATE
ELEV. ELEVATION (BLDG.)/ PLY. PLYWOOD
ELEVATOR
ELEC. ELECTRICAL
EMER. EMERGENCY Q.T. QUARRY TILE
QTY. QUANTITY
EXT. EXTERIOR
EQ. EQUAL R.B. RUBBER BASE
EQPT. EQUIPMENT R. RISER RANGE
EXIST. EXISTING HAD. RADIUS
REF. REFERENCE
F.I.O FURNISHED 4 READ. REQUIRED
INSTALLED BY OTHER REV
R.O. ROUGH OPENING FIRE ALARM
F.E. FIRE EXTINGUISHER RM. ROOM
F.E.G. FIRE EXTINGUISHER CABINET
FIN. FINISH 5. STAIR
FIXT. FIXTURE SECT. SECTION
F.D. FLOOR DRAIN
FLR. FLOOR SHT. SHEET
SIM. SIMILAR
F.O.I.C. FURNISHED BY OTHER SPEC. SPECIFICATIONS/
INSTALLED BY
CONTRACTOR SPECIFIED
S. SOUTH
FT. FOOT OR FEET STL. STEEL
GA GAUGE SST. STAINLESS STEEL
STD STANDARD .
GALV. GALVANIZED STOR. STORAGE
GL. GLASS /GLAZING /GLAZED S STR UCTURA L
G.W.B. GYPSUM WALL BOARD
GYP- GYPSUM SWSP. STGHD /SUSPENDED
H. HIGH
HOP. HANDY CAP TEL. TELEPHONE
HD -WD. HARD WOOD TEMP. TEMPERED
HD. HEAVY DUTY TYP. ✓'. TYPICAL
HM. HOLLOW METAL
HORZ. HORIZONTAL U.L. UNDERWRITER'S
HT. HEIGHT LABORATORY
HR. HOUR U.P.G. UNIVERSAL PLUMBING
HVAC. HEATING, VENTALATING CODE
AIR CONDITIONING
H.W. HOT WATER VOL. VOLUME
VAR. VARIABLE/VARIES
B.G. INTERNATIONAL BUILDING Y.G.T. VINYL COMPOSITION TILE
CODE VERT. VERTICAL/VERTICALLY
NOD. INCANDESCENT V.P. VENEER PLASTIC
NCL. INCLUDE
NFO. INS W.B. WA BASE
NTSUL. INSUULATE LATE (D)( ING) W.C. WALLL L COVERING
NTR. INTERIOR WD. WOOD
WT. WEIGHT
JAN. JANITOR W WIDE
J.B. JUNCTION BOX W/ WITH
-IT. JOINT W .H. WATER HEATER
WT. WEIGHT
PROJECT ADDRESS: 16300 CHRISTENSEN RD
BUILDING #3 - SUITE 213
TUKWILA, WA 98188
GOVERNING CODE: 2006 I.B.G.
(STATE OF WASHINGTON AMENDMENTS)
USE ZONE: TUC
OCCUPANCY: B
TYPE: V- N- FULLY SPRINKLERED Pi
ENERGY CO: E 2006 WASHINGTON STATE k
ENERGY GORE tin
ACCESS GORE: IGG /ANSI AI 1'7.1 -2003
PLUMBING GODS: 2006 U.P.G.
CONTRACTOR: TO BE DETERMINED PRIOR
TO PERMIT ISSUANCE
MECHANICAL: BIDDER DESIGN
(UNDER SEPARATE PERMIT)
ELECTRICAL: BIDDER DESIGN
(UNDER SEPARATE PERMIT)
SPRINKLER SYSTEM: BIDDER DESIGN
(UNDER SEPARATE PERMIT)
CONSTRUCT. AREA: SUITE 213 - it-r i SF
TI.O COVER SHEET
TI.I EXITING PLANS
AI.O DEMOLITION, PARTITION
FINISHES REFLECTED
�� COPY
Permit No.
n review r-• °:•cval is sc: bject
? I C; c = � =- =' �"� documents
: viot�wi�� c ; c- � _- _,,�ti� code
approvci �. -'. C = ;' � c. c� -i':;
BY
- SECOND FLOOR
/ELECTRICAL /PHONE /DATA
CEILING PLANS
«
to errors and omIs ors
does not a uthorl� SEPAR PEF
RE
cr d�rdtrlark�. UIRED FpR,
�r:s is Gcla'►arNledged:
,,�/M
1� E 1eCiricat
PROVED GRANGES.
ANY CLAIMS ARISING AS A RESULT OF UNAPPROVED
4. ALL DEBRIS SHALL BE REMOVED FROM THE PREMISES AND ALL AREAS SHALL BE LEFT IN
A GLEAN (BROOM) CONDITION AT ALL TIMES.
5. APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED BY ANY
WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT THE SAME INFORMATION AS WELL AS
ALL REVISIONS, ADDENDA AND CHANGE ORDERS. THE CONTRACTOR SHALL ALSO
MAINTAIN IN GOOD CONDITION, ONE COMPLETE SET OF PLANS WITH ALL REVISIONS,
A ENA AND GRANGE ORDRS ON THE PREMISS AT ALL TIMS WHICH ARE TO BE UNER
THE GARS OF THE JOB SUPERINTENDENT.
6. ALL OPERATIONS CONDUCTED ON THE PREMISES SHALL NOT BE OBJECTIONABLE BEYOND
THE PROPERTY BOUNDARY LINES BY REASON OF NOISE, STEAM, ODOR, FUMES, GASES,
• SMOKE, VIBRATION, HAZARD OF OTHER CAUSES. IN ADDITION, THE CONTRACTOR SHALL
T TENANTS DUE TO NOISE, ODOR, CORRIDOR FUMES OR
MINIMIZE DISRUPTIONS OF ADJACENT'
VIBRATION. ALL COMMON LOBBY AND CORRIDOR SPACE SHALL BE KEPT CLEAR OF DUST,
DEBRIS AND CONSTRUCTION MATERIALS AT ALL TIMES.
?. ALL WORK SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S LATEST
RECOMMENDATIONS OR WRITTEN DIRECTIONS.
b. ALL DIMENSIONS ARE TO FACE OF GYPSUM WALL BOARD UNLESS OTHERWISE NOTED.
q. WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK,
THE DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK IN THE SAME BUILDING.
10. WHERE DEVICES OR ITEMS OR PARTS THEREOF ARE REFERRED TO IN SINGULAR, IT IS
INTENDED THAT SUCH SHALL APPLY TO AS MANY SUCH DEVICES, ITEMS OR PARTS AS ARE
REQUIRED TO PROPERLY COMPLETE THE WORK.
II. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES
WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR
SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER
PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF HIS
WORK.
12. THE CONTRACTOR WILL VERIFY AND CONFORM TO ALL REQUIREMENTS OF ALL UTILITY
COMPANIES UNLESS OTHERWISE NOTED IN THE PLANS AND SPECIFICATIONS.
13. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF
THE OCCUPANTS AND WORKERS AT ALL TIMES.
14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE BUILDING
AND SITE WHILE JOB IS IN PROGRESS AND UNTIL THE JOB IS COMPLETED.
15. ALL WORK SHALL BE GUARANTEED FOR A PERIOD OF ONE (I) YEAR AFTER COMPLETION,
UNLESS OTHERWISE SPECIFIED AND SHALL BE 50 STATED iN CONTRACTOR'S WRITTEN
PROPOSAL AND AGREEMENT. ALL REPAIRS, CORRECTIONS AND DISCREPANCIES ETC.,
MUST BE MADE WITHOUT ANY ADDITIONAL COST TO THE OWNER, AND WITHIN FIVE (5) DAYS
AFTER NOTICE IS GIVEN.
16. LATHING, PLASTER AND GYPSUM WALL BOARD SYSTEMS SHALL CONFORM TO THE CHAPTER
25 of THE 200.6 I.B.G.
I ALL EXPOSED GYPSUM BOARD TO HAVE METAL EDGES AT ALL CORNERS AND WALL
INTERSECTIONS.
I8. ALL GLASS AND GLAZING SHALL COMPLY WITH THE 2006 1.15.c.. A1•11:7 THE
U.S. PRODUCT SAFETY COMMISSIONS: SAFETY STANDARD FOR ARCHITECTURAL GLAZING
MATERIALS.
Iq. ALL REQUIRED FIRE DOORS SHALL BEAR A LABEL FROM A RECOGNIZED AGENCY SHOWING
T SPECIFIC RATI
20. EXIT SIGNS AND ILLUMINATION SHALL CONFORM TO THE 2006 I.B.C. CHAPTER 10 AND LOCAL
FIRE MARSHAL REQUIREMENTS.
21. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY
SPECIAL KNOWLEDGE OR EFFORT.
22. FIRE EXTINGUISHERS: VERIFY REQUIREMENTS AND LOCATIONS WITH THE FIRE MARSHAL.
CONTRACTOR TO SUPPLY FIRE EXTINGUISHERS AND CABINETS AS REQUIRED.
25- ELECTRICAL ROUGH -IN AND REFLECTED CEILING PLAN ARE FOR THE GENERAL INFORMATION
OF THE CONTRACTOR. EXACT LOCATIONS SHOULD BE VERIFIED.
24- FLAMMABLE LIQUIDS SHALL NOT BE PLACED, STORED OR DISPENSED IN THIS OCCUPANCY
EXCEPT AS PROVIDED IN N.F.P -A- STANDARD 30 AND THE CURRENT UNIFORM FIRE CODE.
PERMIT MAY BE REQUIRED-
25. ALL DRAPES, HANGINGS, CURTAINS, DROPS AND ALL OTHER DECORATIVE MATERIAL,
INCLUDING CHRISTMAS TREES THAT WOULD TEND TO INCREASE THE FIRE AND PANIC HAZARD
SHALL BE MADE FROM NONFLAMMABLE MATERIAL, OR SHALL BE TREATED AND MAINTAINED
IN A FIRE RETARDANT SOLUTION OR PROCESS APPROVED BY THE COUNTY FIRE MARSHAL.
PROVIDE A CERTIFICATION TO THIS EFFECT.
A. EXIT DOORS, EXIT LIGHTS AND FIRE EXTINGUISHER LOCATIONS SHALL NOT BE
CONCEALED OR OBSTRUCTED BY ANY DECORATIVE MATERIAL.
B. MINIMUM FLAME SPREAD CLASSIFICATION OF INTERIOR FINISHES SHALL BE PER
THE 2005 I.B.C-
26. ALL LAY -IN ACOUSTICAL CEILING GRIDS SHALL BE INSTALLED AND SECURED PER THE
I.B.G. STANDARDS FOR EARTHQUAKE ZONE D, ASME G635, G636.
21. PROVIDE OR MODIFY AS NEEDED SPRINKLER, ALARM AND SMOKE DETECTION SYSTEM PER
APPLICABLE CODES, INCLUDING IF NECESSARY FIRE HORNS, STROBE LIGHTS, CONTROL
PANEL CONNECTIONS, SMOKE DETECTORS, AUDIO VISUAL ALARMS. SUBMIT SHOP DRAWINGS
TO THE FIRE MARSHAL FOR APPROVAL.
25. TENANT TO PROVIDE AND INSTALL THE TELEPHONE AND DATA COMMUNICATION CABLING.
TO COORDINATE SCHEDULING AND OTHER REQUIREMENTS WITH TENANT.
2q. MECHANICAL SYSTEM: CONTRACTOR SHALL VERIFY AND PROVIDE A COMPLETE HVAG
SYSTEM WHICH CONFORMS TO THE OWNER'S HVAG SPECIFICATIONS. CONTRACTOR SHALL BE
RESPONSIBLE FOR ALL ROOF PENETRATIONS AND PATCHING, ANY SCREENING OF
ROOF-MOUNTED MECHANICAL UNIT REQUIRED BY GOVERNING JURISDICTION.
30. PROVIDE OR MODIFY AS NEEDED EMERGENCY LIGHTING.''�,
31. ALL ITEMS MARKED *N.I.C.* ARE NOT PART OF THIS CONT RACT.
32. ABBREVIATIONS THROUGHOUT THE PLANS ARE ABBREVIATIONS WHICH ARE IN COMMON USE.
THE LIST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE COMPLETE OR
REPRESENTATIVE OF CONDITIONS OR MATERIALS ACTUALLY USED ON THE P ROJECT. THE
DESIGNER WILL DEFINE THE INTENT OF ANY IN QUESTION.
33 DO NOT SCALE DRAWINGS- IF A DIMENSION DISGREPENCY IS NOTED, CONTACT DESIGNER.
34- IF BUILDING STANDARDS HAVE NOT BEEN ESTABLISHED OR HAVE BEEN ESTABLISHED OR
HAVE BEEN CHANGED FOR DOORS, RECITES, HARDWARE , DOOR AND RECITE FRAMES OR
OTHER STANDARD DETAILS, THEN CONTRACTOR MUST VERIFY WITH DESIGNER AND OWNERx
PRIOR TO GONSTRUGTI ON.�
; �b'
- � 1 j Iumbin
C.l o Tu
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1
as Pi
B � Cfty o Tu kw ; fa
BUILDIN D IV I SION
REVISiC)N
N o Chan gee S hall be ma de to the scapp
of work without prior approval of
Tukwila Building
g Division.
NO Revisions will require a new plan submittal
and m includ additional plan review fees. I
-`
LEGAL DESCRIPTION
KING GOINIY PARGEI. N t3UILDINS I - 16040 CHRISTENSEN AVE. - 252304 -iO39 AND 2523044773
KiNG COUNTY PARCEL RIMER: BUILDING 2 - 16000 CHRISTI3 1 AVE. - 252304 - X10'11
KING GWI1Y PARCEL BUILDING 3 - Ib30O CHRISTENSEN AVE. - 204 - 0078
mil. DK3a01PTroN
p i.
That portion of the Wit Gilliam Donation Land Claim *40 ad o
nP the southwest c{ua - ter of the southwest quarter of Section 24, Township 23 North, Range 4 East, KM., aid of Government Lot I in Section 25, Township 23
North, Rcrige 4 East, W.M., In ling County, Washington, more particula -ly derscrloed as follows= Commencing at the northwest corder of Parcel 2 cif fifty of TUkwlla Shot Plat *16-16-58 as recorded under King County
Recording 1q06050048; thence south 64 OW 52" Fast, 2488 feet to a point of tuvature; thence easier 168.00 feat al the arc of -a' curve to the left, having a radius of 435.00 feet, through central
an. 34' 56 east, 66.28 f eet t oo
east, ti n gle o 1'7' 42' to the true point of beq�ing; thence continuing easterly 16 .61 feet along the arc of a n tangent curve t o loft, h vIng a r of 935.00 feet, the radius point of which bears north ° 32' 26•
' " a the arc of a non- ve to the right,
a l'9in a central le of o9° 0 0' O to a point on said c urve; t hence north 06 Po int of curvature; thence northeasterly 6.S6 feet along c�.r
having a radius of 62.00 feet, the radius point of which boos south 22° 03' 30' Scat, trough a central mete of OW 20' 30' to a int of reverse curvature; thence northeasterly 25.15 foot along the arc of a �r
left, having curve to the le having a radius of 20.00 feet, through a central angle of 12 23" to in of tangsney; thence north 02° 13' T east, 0299 Poet; thence south S1° 46' 23• east, 6 67 Peet; tnenoo north 02° IS 31"
07
east, Io6. feet; thence north 71° 04' ' east, 5122 feet; thence north 48° 35' 00' east, .21 feet; thence south 89' 41' 00' east, 110.00 feet; thence north 48' 19' 41' east, 55.00 Peat; thence 9
e south 4I° 4o' ' east,
4819 feet; thence south 29' 47' 54" east, 4969 feet; thence south C5' 44' 56" west, 40.48 feet; thence south 24 53" west, 48.81 feat; thence south 34' 19' 22' west, 6285 feet; thence south 32 34" west, 5980
feet; thence south 35' I8' 26' west, 59.19 feet; thence south 39' 40' 01' west, 6362 feet; thence south 40 00' 29' west, 66.64 Peet; thence south 24' 0Y 34• west, 35.16 feet; thence south 31 16' 45" west, 11.24 Poet
thence north Tf 25' 04' nest, 1055 nc
foot; thence north 12 34' 56' east, 28.00 feet; thee north Tr 25' 04" neat, 30.59 Poet to a point of curvature; thence southwesterly 52.96 Peet along the arc of a non -
cure to the r►c ht, h a radius of 320.0 feet, the radius point of which beers north 69 42' 5 west, through a central angle of 09° 2S' 54" to a point of tangency; thence south 29 46' 00' west, 49.36 feet; thence
north 60° 14' ' west, 11,19 feet; thence south 6;9' 46 OD' west, 2441 feet; thence south 00 14' 00' east, 8 feet; thence south 89° 46' CO' west, 2930 Peet; thence north OO' 14' 00' west, 144.50 feet; thence south
A9' 46' 00' w west, 29.50 feet; thence north 00 14' 00" west, 94.00 feet; thence north 16' 05' 55" east, 20.91 fest to a point of curvature; thence southeasterly 9.43 feet along the arc of a non - tangent curve to the
left, having a radius of 968.50 foot, the radius point of h�nkh bears north 16 05' 55' east through a central ogle of o0 33' 29' to a point on scald curve; thence north 15' 32' 26" east 3350 Poet to the true point of
begiming; EXCEPT that portion thereof 1y within the 30 foot City of Seattle Pipeline right-of -way as recorded under King Recording No. 4106155. (ALSO KNOWN AS revised Lot I, GIN of Tukwila boundary lino
adjustment No. 81- 40-BLa, recorded under King County Recording Ho. 6112160540; said boundary line being a revislan of City of latlla bou llino adjustment No. 61- I -BLA, recorded under King County Record N.
8102050389, which revised City of Tukwila Short Plat his. - 18-16 recorded under King County Recording Na' 140605oo4e, also recorded under King County Recording Nos. 7906050047 and - (406050044); TOG THER
sum a 24 foot ingress, egress, and utilities easement over a portion of Revised Lots 3 of said City of Tukwila boundary the adjustment No. 81- 40 -43LA, lying 12 feat on each side or the following described centerline:
Commencing at the northwest corner of Parcel 3 of said City of Tukwila Short Plat No. 78-16 -S5; thence south 00° 14' 00' east, 91.40 feet to the point of begriming of this centerline description; thence north 89° 46' 00"
east 1.54.50 foot to point 'D'; thence continuing north Sq° 46' 00" oast, 22.00 feet; thence north 2 46' 00" east, 14556 feet to a point of curvature; thence northerly 65.55 feet clout the ore of a tangent u;rve to the
left, having a radius of 320.00 feet, through a central angle of II' 44' 10' to the end of this centerline description; ALSO rase WITH a 25 foot ingress, egress, and utilities easement over a portion of Revised Lots
2 and 3, said boundary lino adjustment No. 61-40-151.A, lylrg 123 sc
feet on each side of the following derb ed centerline; Beginning at Pont "D "; thence north 00° 14' 00 west, 22600 Peat to the and of this centerline
description; ALSO TOGETHER WITH a 24 foot ingress, ogress and utilities easement, aver a po of revised Lot 2, said boundrry Tine adjustment No. 81- 40 -SLA, lying 12 foot an each side of the following doscritaed
59' to a port centerline; Commencing enc at the .eoutMest corner of Parcel 1 of said of Tukwila .port Plat his. 10-16-55; thence north 00 14 co west, 21.41 feet to the
s outheaster 43i0 feet a the arc of a curve/ to the a ra dius of 55.00 feet, the radius point of w bo south 00'11'00' w est ti desirable ccentral orgies of description; thence point of
� � ^a^ - � '� �� P° ang i�
l °"� a central angle of 21' 1
reverse curva thence s ou th eas t er l y 31 P along th ar c of a t t gen taus t th I having a radius of 100.00 feet, through- 4' int of curvature; thence southeaster 234.41
'
f a the arc feet a ► Jon t t wive t o t he left, having v a ra of having feet, the of O. point feet, which boors north 23 01 oast ttrov a central angle of 15° 05' So' to a port 3 of curvature; thence
ter description. .1 Wang the Ora of a non - tangent u;rve to the left, having a radius of 80.00 feet, the radius point et retch bears north 08 52' 06' east ough a central angle of 30° 56' 06" to the end oP this
PARCEL 2r
That portion of the W.14. 6111km Donation Land Claim No. 40 wind of the southwest quarter of the southrrvst quarter of Section 24, Township 23 North, Range 4 East, WM and d of Government Lot 1 r Sector 25 Townnship
23 North, Range 4 East, W.M., in King County, Washington, more particularly described as follows. Begriming at the southwest corner of Parcel I of City of Tukwila Short Plat No. 18 -16-56 as recorded under King Gou my
Recording No. 7406050048; thence north 00' 14' O0' west, 198.41 Poet; thence south 89° 41' 00' east, 10.00 feet, thence north 00' 14' 00' rest, 6.52 Peet; thence north 10° 34' 00' west, 11.31 foot; thence south 63°
.0 o7' II' east, 585 feet; thence south 42' 04' 00" oast, 10.22 *onus foot; *on south 57' S1 21" soot. 102.40 feet; thence south 84' 35' 20" oast, '12150 Peet; thence north 11' 04' 07' east, 23.00 test; thence south 02° 15'
31' wort, 106 -71 Peet; thence north 81° 46' 23" west, bbl foot; thence south 02 13' 31" west, 0A4 feat to a paint Of curvatu re; thence sovtd3tvrly 25.15 test along the arc of a tangent curve to the r�+t. having a
radius of 20.00 feet, through a central angle of 72• CS' 23' to a paint of reverse curvature; thence sarthwestarly 6.86 feet along the arc a'f a tangent curve to the left, having a radius of 62.00 feet, through a central
angle of 06° 20' 30' to a paint on said curve; thence south 06 56' west, 6628 feet to a point of curvature; thence northwesterly 146 .61 Peet along the arc of a non - tangent curve to the right, having a roc:Ws of
g35.00 feet, the radius point of w boars north 06' 32' 25" east, thra+}h a central angles al' 01' 00 01' to a point on saki curve; tie south 15 32' 26` west, 3350 feet to a point of curvature; thence westerly
f I6° along 5' 55' st 6.50 ► feet; nc curve 000 14' ao east, 54 .000 radius hthe n o r � th ' S ' radius
6 00" east, of feet the 15' sutt 0 0° 14' f oast, 144.50 fe a et �t t hence s 46' to most, a said f t he
south 00° 14' 00' east, 6o Peet; thee south 54 46' 00" west, 11550 feet to Point "A'; thence north 00' 14' 00" west, 341.00 feet to the point of begiming. EXCEPT that portion thereof lying within the 30 foot City of
Seattle Pipeline Right- of-way as recorded under King County Recording No. 4106155; (ALSO KNOWN AS revised Lot 2, City of Tukwila bounder line adjustment No. 81- 40 -HLA, recorded under King County Recording No.
8112160540; said boundary Tine being a revision of Gny of Tukwila boundary lino adjustment No. 61-I-BLA recorded under King County Retarding No. 8102050389, which Revised City of Tukwila Short Plat No. 13-16-55,
retarded under King County Recording No. 7906050098, also under Kk�g County Recording Numbers 790605004 and 19060500 T� WITH a 24 foot ingress, egress, and utilities easement over a portion of
revised Lot 3 of City of Tukwila Boundary Lino Adjustment No. S mm
I- 40 -BL,�, lying 12 feet on each side of the following described centerline: Coent�g at PohYA' as described doove; thence south 00° 14' 00" east,
13.00 feet to the point of begiro this centerline description; thence north 89° 46' 00 east, 4650 feet to Po,t16'; thence continuing north 84° 46' 00' east, 69.00 feet to Point'G'; thence continuing north 89° 46'
00' east, 61.00 feet to Point'D'; �nnce centre g north EA' 46' 00' east, 12.50 feet to the end of' this centerline description; AI-50 TOGETHER WITH The following 25 foot an
Ingress, egress d utilities easements over
pardon of revised Lots lax! 3 of It of Tubadiabotrhdary line adjustment No. 3I- 4O-BLA lying 123 id
feet on each se of the following described c erterik'►e; Beginning at Point " thence north 00° 14' 00' west, 73.00
} end center o scrtptiah; Beginning at Point "G , thence north O 14' 00" west, 98.50 feet to the end of this lie description; 6eginnirg at PohOW t•D', thence north O 14' 00" west, 226.00 feet
to the end of this centerline description.
PARCEL 3:
That portion of 6overrmerh Lot 1 h Section 25, Township 23 North, Rage 4 East, Wit -, in King County, Washington, more pert�utcrly assorted as follows. Beginning at the Southwest corner of Parcel 4 of City of Tukwila
short Plat No. 1 &-16-`SS as recorded under K County Recording No. 1906050093; thence north 00° 14' 00" west, 210.00 feet to a point of cuvah;re; thence northerly 104.72 feet along the era of a non- tagent
cure to the left, havhg a radius of 40.00 feet, the radius point of Mich bears north 00° 14' 00" west through a central angle of 150' 00' 00' to a point of reverse curvature; thence northerly 41.89 feet along the arc
of a tangent aur the to e rift, having a radius of 40.00 feet, *rough a central angle of 60° 00 00" to a point of taigency; thence north 00. 14' 00' west 12131 feet; thence north 64° 46' 00 vest 115.40 foot; thence
north 00° 14' 00" west 330 feet; thence north 69° 46' 00" east 4630 feet; thence north 00° 14' 00" west Soo feet; thence north 89 00" east 24 .61 feet; thence south 6o° 14' 00" east 17.19 feet to Point "E ";
thence north 29 46' 00" east 4q36 Peet to a point of curvature; thence northerly 52. feet along the arc of a tangent curve to the left, having a radius of 320.00 feet, through a central angle of 09° 26' 59' to a
point on said sa curve; they're south Ti' 25' 04' east 3059 feet; thence south I2° 34 56" w uth est 28.00 feet; thence so 17 . 25' 04" east 105.54 feet; thence south Si' 16' 45" west 11.09 feet; thence south 54 52" west
6054 feet; thence south 30° 51' 21' west 61.78 feet; thence south 13' W 05" west 53 - feet; thence south 15' 51' 21' west 51.62 foot; thence 3avth I3° 413' 40" west 5433 feet; thence south 00 . 58' 22' east 62.34 feet;
thence south 00° 18' 55' west 4121 feet; thence south 0T° 39' 16' east 53.17 feet; thence south IS° 21' 46' east 5631 feet; thence south 27 11" east 8-24 feet; thence north 84° 47' 00" west 343.34 feet to the
port of beginning. (13E1NS K NOYt1 AS revised Lot 5, of City of *Morita boundary line adjustment No. 81- 40-6LA as retarded under King County Recording No. 8112160540, be a revision of boundary line adjustment No.
SI -I-BLA as recorded under King County Recording No. 8102050389, which revised Citg of Tukwila short Plat No. 16- 16-55, recorded under King County Recording No. 1906050048, also recorded under King County
Recording Nos. 14o6050041 and 1406050041h TOGETHER WITH a 24 foot ingress, egress, and utility easement over a portion of revised Lot I of C4ty oP Tukwila Boundary Line Adjustment No. e+1-40-151-A, lying 12 foot
on each side of the following described centerline. Commencing at Point"E' as described abovel thence north 24" 46' 00' East 49136 feet to a port of curvature; thence northerly 6555 feet along the arc or tangent
cove to the loft, having a radius of 320.00 feet, trough a central angle of 11° 44' 10' to a port on said curve; thence south 11 O4" East 50.00 feet to the end of this centerline description.
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AUG 29 2007
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1
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planning interiors architecture
DESIG N
22002 - 64th Avenue W., Suite 2C
Mountlake Terrace, WA 98043
T: 425- 670 -6706 F: 425- 774 -8219
REGISTRATION
PROJECT NAME
FUJi
RIVERVIEW PLAZA
TENANT IMPROVEMENT
BUILDING 3 - FLOORS 2
SUITE 213
16300 CHRISTENSEN ROAD
TUKWILA, WASHINGTON
DESIGN TEAM
PROJECT NO.:
07.163
PRINCIPAL:
CK
DRAWN BY:
EC
CHECKED BY:
VS
CO NELL
ISSUED /REVISIONS
8 -27 -07 ISSUED FOR PERMIT
PROJECT CONSULTANTS
SHEET TITLE
COVER SHEET
SHEET NO.
T1.0
1 v Q
DEMOLITION PLAN
GALE I/J3 " =1'-O"
DEMOLITION NOTES
11Ef2E DEMOLITION OCCURS, ALL RavIAINING WALLS ARE TO BE PATGI -ED, SANDED SMOOTH AND
PREPARED FOR FINISHING AS REQUIRES). REMOVE EXISTING FLOOR FINISHES. PATCH AND PREPARE
FLOORS AS RE G UIRED FOR SMOOTH, LEVEL FINISH.
ALL EXISTING WALL FINISHES TO SE REMOVED. WALLS ARE TO SE PATCHED, SANDED SMOOTH AND
PREPARED FOR NEM FINISHES AS REQUIRED_
WHERE NEW PARTITION MEETS EXISTING FURRED COLUMN OR CORE WALL, REMOVE CORNER BEAD, ALIGN,
TAPE AND SPACKLE NEW PARTITION TO EXISTING GYPSUM BOARD.
ALL CONSTRUCTION TO REMAIN AND AFFECTED BY DEMOLITION SHALL 13E PATCHED AND SPACKLED AND
BE PROPERLY MEMBERED AND ALIGNED 50 AS TO LEAVE NO EVIDENCE OF PATCHING OR REPAIRS.
EXISTING ELECTRICAL AND TELEPHONE OUTLETS LOCATED ON DEMOLISHED WALLS ARE TO BE REMOVED
INCLUDING CONDUIT AND WRNS BACK TO - ACTION BOX. LOCATIONS ARE TO SE PATCHED AND
REPAIRED TO BE FLUSH WITH ADJACENT WALL SURFACE.
WERE PLUMBING FIXTURES ARE BEING REMOVED OR WHERE EXPOSED PLUMBING FIFES OCCUR, GAP LINES
BEHIND FINISHED SURFAGES. PATCH AND REPAIR AS REQUIRED.
ALL EXISTING CONSTRUCTION WHERE INDICATED INCLUDING I3ECTRIGAL, I EL FHONE, PLUMBING AND
MECHANICAL DEVIG NOT OTHERWISE INDICATED ON THESE CONSTRUCTION DRAWINGS SHALL BE
REMOVED IN A GARERA. MANNER SO AS NOT TO DAMAGE ADJOINING CONSTRUCTION.
DEMOLITION LEGEND
- -_ - == DEMOLITION
DEMOLITION KEY NOTES
I. REMOVE EXISTING UPPER AND LOWER CABINETS AND SINK.
2. REMOVE EXISTING CARPET AND VGT THROUGHOUT, PREP FLOOR FOR NE/1 FINISH.
3. REMOVE EXISTING MITES AND STORE FOR FUTURE REUSE.
II
EXIST.
BREAK RM
202
0
X T
CPT
0
4
SCALE: I/8 I' -0"
PARTITION NOTES
PARTITION LEGEND
PARTITION KEY NOTES
OPEN
OFFICE
1 201 1
0
�mi
PARTITION /ELECTRICAL/
PHONE /DATA /FINISH PLAN
CONTRACTOR TO VERIFY ALL DIMENSIONS. ALL DISCREPANCIES MUST SE E34ROUGHT TO THE It•WIATE
ATTENTION OF THE ARCHITECT FOR DIRECTION.
ALL PARTITIONS, .UNLESS OTHERWISE NOTED, SHALL BE CONSTRUCTED WITH METAL STUDS AT 24' O.G. WITH
5/8' TYPE 'X' GYPSUM WALLBOARD EACH SIDE.
THERE SHALL SE NO EXFOSE:P PIPE, CONDUIT, PICTS, VENTS, ETC. ALL SUCH LINES SHALL BE CONCEALED
OR FURRED AND FINISHED, UNLESS OTHERWISE NOTED AS EXPOSED CONSTRUCTION ON DRAWINGS.
OFFSET STUDS, WHERE REQUIRED, SO THAT FINISHED PARTITION SURFACE WILL BE FLUSH, UNLESS
OTHERWISE NOTED. PROVIDE FURRING AT EXISTING PARTITIONS AS REQUIRED TO INSTALL ELECTRICAL
ITEMS AS INDICATED ON TIE DRAWINGS.
DOOR AND CASED OFE3NINSS WITHOUT LOCATION DIMENSIONS ARE TO BE SIX INCHES FROM FACE AT HINGE
SIDE OF DOOR TO ADJACENT PARTITIONS.
ALL EXIT DOORS SHALL 13E OPERABLE FROM 11E INSIDE WITHGUT USE OF KEY OR ANY SPECIAL
KNOWLEDGE OR EFFORT.
PROVIDE SHEET METAL REINFORGIN6'(6' HORIZONTALLY MOUNTED STRIP OF 20 6A. GALVANIZED SHEET
METAL) IN PARTITIONS FOR INSTALLATION OF WALL HUNG CABINET WORK AND PANELING WHO INDICATED
ON DRAWINGS INCLUDING ALL OWNER PROVIDED ITEMS.
CONTRACTOR TO VERIFY DIMENSIONS FOR ALL PLUMBING PARTITIONS.
CONTRACTOR TO PROVIDE SHOP DRAWNGS FOR DESIGNER AND TENANT APPROVAL PRIOR TO
MANUFACTURE OF ANY CABINET WORK, MILLWORK, AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM
SHOP FABRICATED WORK.
DEMOLITION
EXISTING PARTITION TO REMAIN.
I3/5 TENANT PARTITION - B/5 METAL STUDS 0 24'O.C. WITH 5/6" TYPE 'X' GAS ON BOTH SIDES FROM
FLOOR TO UNDERSIDE OF FI1N6 CEILING, SEE DETAIL #1 THIS SHEET.
--�- r B/5 FULL HEIGHT RATED FIRFi..IGNT RELITE IN B/5 FRANC.
B/5 RELOCATED FULL HEIGHT SAFETY GLASS RECITE IN 5/5 FRAME.
I. NOT USED.
2. PROVIDE B/5 STAINLESS STEEL SINK, 411. P-LAM BAGKSPLASH, 5' -0 COUNTERTOP, AND EASE
CABINET.
3. LANDLORD TO PROVIDE NHIY B/5 CARPET, BA5E, AND PAINT THROUGHOUT, UNLESS OTHERWISE NOTED.
4. PROVIDE NEW VGT.
5. CENTERLINE OF MULLION / COLUMN AND PARTITION.
ELECTRICAL NOTES- VERIFY IF ADDITIONAL
>
ELECTRICAL IS NEEDED BY TENANT
ALL WALL MOUNTED TELEPHONE AND ELECTRICAL OUTLETS TO BE INSTALLED 18' ABOVE FLOOR UNLESS
OTHERWISE NOTED.
AU /ANY CORE DRILL LOCATIONS SHALL SE VERIFIED WITH DESIGNER PRIOR TO DRILLING. ALL IMBED CORE
DRILLS SHALL BE PLUSGED AND GAPPED AS REQUIRED TO MAINTAIN FLOOR FIRE RATING.
ALL TELEPHONE AND GOM PIJT R WIRES SHALL BE FULLED BY TENANTS CONTRACTOR UNLESS OTHERWISE
NOTED. C CONTRACTOR SHALL PROVIDE RULL WIRES AND BOXES AT EACH LOCATION.
ELECTRICAL LEGEND
EXISTING WALL MOUNTED DUPLEX RECE T1CAL OUTLET
EXISTING WALL MOUNTED DUPLEX RECEPTACLE CUTLET - DEDICATED 120V, 20A
EXISTING WALL MOUNTED QUADRAPL EX RECEPTACLE OUTLET
EXISTING WALL MOUNTED TELEPHONE OUTLET
EXISTING WALL MOUNTED GABLE RECEPTACLE
NOTE: CONTRACTOR TO RIME AND / OR RELOCATE EXISTING ELECTRICAL / TELEPHONE OUTLETS
WEE POSSIBLE.
ALL EXISTING ELECTRICAL / TELEPHONE OUTLETS NOT 5140N4 ARE TO REMAIN.
USE BALDING STANDARD ELECTRICAL FIXTURES THROUGHOUT UNLESS OTHERWISE NOTED.
P0152i
BREAK RI
L
OFFICE
202
II
SCALE: I /S' =1
LIGHTING NOTES
II
OPEN
OFFICE
I
L
1 2011
6
6
6
6 1
6 1
7
REFLECTED CEILING PLAN
PROVIDE FIRE DAMS AT ALL SUPPLY AND RETURN AIR OUTLETS, INLETS, OR DUCTS PENETRATING FIRE
RATED ASSEM3LIES, ENCLOSURES, WALLS, FLOORS, OR SURFACES, AND AS REQUIRED BY FIRE
DEPARTMENT, IF APPL.IGAI3LE.
CONTRACTOR SHALL OBTAIN APPROVAL FROM DESIGNER OF ALL THERMOSTAT LOCATIONS.
ALL REQUIRED EXIT SIGNS SHALL HAVE LETTERS SIX INCHES HIGH MINIMUM ANDS ALL CONFORM WITH All-
APPLICABLE CODES.
CEILING HEIGHTS ARE FROM SLAB TO FINISHED CEILING.
LIGHT SWITCHES SHALL BE INSTALLED AT +46' OFF. t4 LTIPLE SWITCHES SHIOUL.D SE GANGED TOGETHER
UNLESS OTFERAISE SPECIFIED.
CONTRACTOR SHALL PROVIDE EMERGENCY LIGHTING, 51ROBE LIGHTS, AUDIO - VISUAL ALARMS, TO MEET
ALL APPLICABLE CODES.
CONTRACTOR TO VERIFY ALL SWITCH LOCATIONS WITH TENANT PRIOR TO INSTALLATION. NJER OF
SWITCHES FOR OPEN AREA IS BIDDER DESI6N. SWITCHES INDICATED ON DRAWING FOR OPEN AREA ARE
FOR REVENGE ONLY.
CONTRACTOR SHALL PROVIDE SEISMIC BRACING 0 ALL RELOCATED LIGHT FIXTURES.
LIGHTING LEGEND
I
1r
N
NOTE:
EXISTING LIGHT FIXTURES' PLACEMENT. UPGRADE ALL LAMPS TO 13/5 AVANTE SPECIFICATION
(T5 - 56 WATTS)
NBM 5/5 2 x 4 FLUORESCENT LIGHT FIXTURE - AVANTE - T5 (56 WATTS)
RELOCATE LAMP TO THIS LOCATION IF POSSIBLE
INDICATES 24 HOUR FIXTURE, WITH E ERGENGY BATTERY BACKUP
ILLUMINATED EXIT SIGN - DIRECTION OF ARROW
B/5 SINGLE SWITCH
PROVIDE NEM 2x4 CEILING T1LES, SECOND-WOK, EXISTING CEILING GRID TO REMAIN
NEW
CONTRACTOR TO REUSE AND / OR RELOCATE EXISTING LIGHT FIXTURES AND SWITCHES WHERE
POSSIBLE.
CONTRACTOR TO RESWITGH / RE✓IRCUIT LIGHT SWITCHES AND LIGHT FIXTURES AS NEEDED.
ALL EXISTING LIGHT FIXTURES / SWITCHES NOT SNAPN ARE TO REMAIN.
LIGHTING CALCULATIONS
OFFICE AREA = 1,451 SEX 1.0 WATTS/S.F= 1,451 WATTS ALLOWED
2 x 4 FLUORlSCENIT - 16 EA. ® 56 WATTS = 846
TOTAL WATTS USED : 846 WATTS
1 pi
I
SEP 1 0107
City Of Too,k7, :;:
BUILDMK
RECEIVED
CITY OF TUKWILA
AUG 2 9 2007
PLHIVIIT GENIER
DOOR SCHEDULE
DOOR #
201
202
203
RATED
20 MIN.
WIDTH
5 -0'
S' -0'
5 -0'
HEIGHT
13/5
B/5
B/5
DOOR TYPES
B/S SOLID CORE
DOOR
B/S 20 MIN. RATED SOLID
CORE POOR WITH B/5
RATED FRAME ASSEMBLY
Ll
TYPE
B
A
A
FRAME
MAT.
B/5
B/S
B/5
FRAME
FINISH
B/S
B/S
B/S
HARDWARE
HW-I
HW-1
REMARKS
HARDWARE TYPES - VFY W/ OWNER
HW-I - TENANT INTERIOR. LATCHING
NW-I - TENANT ENTRY
5/5 ENTRY DOOR HARDWARE 4 GL05ER
NOTES:
I. ALL DOOR AND DOORWAYS SHALL CPMLY WITH ICC /ANSI All .I -2003
CODES, SECTION 404
2. MAME = BUILDING STANDARD
3. CONTRACTOR TO REUSE AND RELOCATE EXISTING DOORS AND HARDWARE
WHERE POSSIBLE.
4. ALL DOORS TO BE EQUIPPED WITH LEVER -TYPE LATCHING HARDWARE OR
OTHER
APPROVED HANDICAP ACCESSIBLE CONFIGURATION FER ICC /ANSI 4042.6
5. ALL DOORS TO BE OPERABLE FROM THE INSIDE WITHOUT A KEY OR ANY
SPECIAL
KNOWLEDGE OR EFFORT.
6. EXISTING DOORS TO REMAIN.
CO NELL
planning interiors architecture
DESIG
22002 - 64th Avenue W., Suite 2C
Mountlake Terrace, WA 98043
T: 425- 670 -6706 F: 425 - 774 -8219
Inammeimirior
REGISTRATION
PROJECT NAME
DESIGN TEAM
PROJECT NO.:
07.163
PRINCIPAL:
CK
DRAWN BY:
EC
CHECKED BY:
VS
4676 \
REGISTERED
ARC- IfTECT
FUJI
RIVERVIEW PLAZA
TENANT IMPROVEMENT
BUILDING 3 - FLOORS 2
SUITE 213
16300 CHRISTENSEN ROAD
TUKWILA, WASHINGTON
ISSUED /REVISIONS
8 -27 -07 ISSUED FOR PERMIT
PROJECT CONSULTANTS
SHEET NO.
PAIR.
STATE OF WASMOTON
SHEET TITLE
DEMOLITION, PARTITION/
ELECTRICAL/PHONE /
DATA/FINISHES &
REFLECTED CEILING
PLANS
A1.0
AREA OF GONTRAGT
SECOND FLOOR EXITING PLAN
SCALE :1/16 " = I '-O"
SEP l 2 2007
City Of TukwilE
RECEIVED
CITY OF TUKWILA
AUG 2 9 ZOO/
PEHMVII I CLN I ER
CO N E LL
planning interiors architecture
DESIG
22002 - 64th Avenue W., Suite 2C
Mountlake Terrace, WA 98043
T: 425 - 670 -6706 F: 425 -774 -8219
semeersiora
REGISTRATION
PROJECT NAME
DESIGN TEAM
PROJECT NO.:
07.163
PRINCIPAL:
CK
DRAWN BY:
EC
CHECKED BY:
VS
PROJECT CONSULTANTS
SHEET NO.
FUJI
RIVERVIEW PLAZA
TENANT IMPROVEMENT
BUILDING 3 - FLOORS 2
SUITE 213
16300 CHRISTENSEN ROAD
TUKWILA, WASHINGTON
ISSUED /REVISIONS
8 -27 -07 ISSUED FOR PERMIT
SHEET TITLE
EXITING PLAN
T1.1