HomeMy WebLinkAboutPermit D08-017 - RIVERVIEW PLAZA - VACANT SUITE 102 - INTERIOR DEMOLITION AND RELITEVACANT SUITE 102
16040 CHRISTENSEN RD
D08 -017
Parcel No.: 2523049039
Address: 16040 CHRISTENSEN RD TUKW
Suite No:
CitAbf Tukwila
Tenant:
Name: VACANT SUITE 102
Address: 16040 CHRISTENSEN RD , TUKWILA WA
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
Contact Person:
Name: APRIL FILIPPI
Address: 22002 64 AVE W STE 2C , MOUNTLAKE TERRACE WA 98043
Phone: 425 - 670 -6706
Contractor:
Name: GATEWAY CONSTRUCTION SRVCS INC.
Address: 701 DEXTER AVE N SUITE 420 , SEATTLE WA 98109
Phone: (206)621 -9111
Contractor License No: GATEWCS992C3
DESCRIPTION OF WORK:
MINOR INTERIOR DEMOLITION, NEW RELITE
doc: IBC -10/06
DEVELOPMENT PERMIT
* *continued on next page **
Permit Number: D08 -017
Issue Date: 02/06/2008
Permit Expires On: 08/04/2008
Expiration Date: 03/04/2008
Value of Construction: $2,500.00 Fees Collected: $180.23
Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006
Type of Construction: V -B Occupancy per IBC: 0008
D08 -017 Printed: 02 -06 -2008
Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: N
Permit Center Authorized Signature:
Print Name:
doc: IBC -10/06
City 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:
Storm Drainage:
Street Use: Profit: N
Water Main Extension: Private:
Water Meter: N
I hereby certify that I have read and e ed this permit and know the same to be true and correct. All provisions of law and ordinances
governing this work will be complied 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 p rf rmance of work a ed to sign and obtain this development permit. y� (J
Signature: Q A. --171 _ Date: oZ b - V l5
2) 10
Permit Number: DO8 -017
Issue Date: 02/06/2008
Permit Expires On: 08/04/2008
Date:
Public:
Non - Profit: N
Public:
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 -017 Printed: 02 -06 -2008
Parcel No.: 2523049039
Address:
Suite No:
Tenant:
• •
City of Tukwila
16040 CHRISTENSEN RD TUKW
VACANT SUITE 102
1: ** *BUILDING DEPARTMENT CONDITIONS * **
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:
Status:
Applied Date:
Issue Date:
D08 -017
ISSUED
01/10/2008
02/06/2008
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 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.
4: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center
(206/431- 3670).
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: 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.
9: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila
Permit Center.
10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building
Department (206- 431 - 3670).
11: 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.
12: ** *FIRE DEPARTMENT CONDITIONS * **
13: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the
following concerns:
14: Maintain coverage and operability of portable fire extinguishers, sprinkler systems and fire alarm systems during
demolition and construction.
doc: Cond -10/06
D08 -017 Printed: 02 -06 -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 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. (IF'C 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: 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. (IFC 906.6)
18: 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: No point in a building may exceed the maximum exit access travel distance listed in Chapter 10, section 1015, Table
1015.1 of the International Fire Code and International Building Code.
20: 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)
21: 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)
22: 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)
23: 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)
24: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila
Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80)
25: 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) (IFC
104.2)
26: The installation of wiring and equipment shall be in accordance with N.F.P.A. 70, Article 760, Fire Protective
Signaling Systems. (NFPA 72- 1.3.3)
27: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70)
28: Doors into electrical control panel rooms shall be marked with a plainly visible and legible sign stating "ELECTRICAL
ROOM" or similar approved wording. (IFC 605.3.1)
29: Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22)
doc: Cond -10/06
D08 -017 Printed: 02 -06 -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
30: An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall
provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC
110.26(A) thru F(2))
31: Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to
location on property, fire resistive requirements based on type of construction, draft stop partitions and roof
coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored
or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (IFC 703.1)
32: Fire doors, fire windows and fire dampers shall have a label or other identification showing the fire protection
rating. Such label shall be approved and shall be permanently affixed. (IBC 715.3 Table 715.3, 715.4, 716.3.1 Table
716.3.1)
33: 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)
34: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and
#2051)
35: To schedule all construction fire - related inspections send an e -mail to fireinsprequest @ci.tukwila.wa.us. Include your
name, telephone number, permit number, project name and address and type of inspection requested.
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 512. If you have any questions, please call Tukwila Fire Prevention Bureau at
(206)575 -4407.
doc: Cond -10/06
* *continued on next page **
D08 -017 Printed: 02 -06 -2008
Signature:
Print Name:
•
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.tulcwila.wa.us
I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and
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
construction or the performance of work.
3atov 1 ( o
doc: Cond -10/06 D08 -017
Date:
ordinances governing
or local laws regulating
Printed: 02 -06 -2008
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http:.:'wii'w. ci. tukwila. wa. us
SITE LOCATION
�^ King Co Assessor's Tax No.: 2F)2. 3b - q63 0 2 907'$
Site Address: 1 2 (Ml n I 1 h r 1 �? k, i'�it/1 K 1) Suite Number: !DZ. Floor:
Tenant Name: UQCG144 51114 New Tenant: ❑ Yes X..No
Property Owners Name: C/C () VI K- , W - _ O `�'I �S � vl c • p
Mailing Address: 16300 C V l r 1 �7k i S 'i♦ lC j ' p u kw 1 I a (AA 6 1 8/ 8
Zip
CONTACT PERSON - who do we contact when your permit is ready to be issued
Name: pr ft Pl l( t Day Telephone: C` 670 _ -<0706,
Mailing Address Z�d 6 0 Al -.e. (.�1 - �o,l make. LJ A RO'13
City
- n - - � Mate Zip
^
E -Mail Address: aprIlT(WC�oviVI..2f icitesI3m • CO a/1/1 Fax Number:6�s,� gZ
GENERAL CONTRACTOR INFORMATION —
(Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5))
Company Name: B t)
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
Company Name: Cow
Mailing Address: 2zoCZ_ 6 Lill"
Contact Person:
E -Mail Address:
Company Name:
�i t �� Itpp1
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 **
ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record
CLrovp
Mailing Address:
Zip
Contact Person:
E -Mail Address:
Q: WpplicnnonsWorms- Applications On Lne\3 -2006 - Pemnt Application.doe
Revised: 9 -2006
bh
City
Building Permit No. r Y 01
Mechanical Permit No.
Plumbing/Gas Permit No.
Public Works Permit No.
Project No.
(For office use only)
State
44Qu rl-t-Igi JQY (Le, LAW) '1S I g2S
City State /� Zip
Day Telephonee: _h 76 — 7OC
Fax Number: (6'2,) 7-74/ - s(-2,1`7 /
City
Day Telephone:
Fax Number:
Page I of6
State
VI,Q,uJ vP,1 i4L .
Will there be new rack storage? ❑ Yes
• •
BUILDING PERMIT INFORMATION - 206 -431 -3670
Valuation of Project (contractor's bid price): $ O Existing Building Valuation: S 1 SOC
Scope of Work (please provide detailed information): AA j 1r1 O r t 4X 'i or ClQ,VVIO (t410 h
[No If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling:
*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: 6 1 , Compact: .X I Handicap:
Will there be a change in use? ❑ Yes ❑ No If "yes", explain:
Floor area of accessory dwelling:
FIRE PROTECTION /HAZARDOUS MATERIALS:
X 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 I I " 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:Wpplicanons\Fonns- Apphcanons On Lrne13 -2006 - Pen rut Appheation.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
_______
I 1�fZ
V�
\I _ q I
1
2 Floor
3rd Floor
Floors thru
Basement
Accessory Structure*
'
Attached Garage
Detached Garage
Attached Carport
Detached Carport
Covered Deck
Uncovered Deck
VI,Q,uJ vP,1 i4L .
Will there be new rack storage? ❑ Yes
• •
BUILDING PERMIT INFORMATION - 206 -431 -3670
Valuation of Project (contractor's bid price): $ O Existing Building Valuation: S 1 SOC
Scope of Work (please provide detailed information): AA j 1r1 O r t 4X 'i or ClQ,VVIO (t410 h
[No If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling:
*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: 6 1 , Compact: .X I Handicap:
Will there be a change in use? ❑ Yes ❑ No If "yes", explain:
Floor area of accessory dwelling:
FIRE PROTECTION /HAZARDOUS MATERIALS:
X 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 I I " 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:Wpplicanons\Fonns- Apphcanons On Lrne13 -2006 - Pen rut Appheation.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.
Signature: BUILDING OW OtI A ENT:
Signature:
Print Name: A'pY 11 ..- 1‘ri Day Telephone:
25
Mailing Address: 7240 6Z ttl A LJ sit .7C uilk1, ..kmo- ,WA tgiFe
State Zip
Date Application Accepted:
Date Application Expires:
[v ()`�
Q: Appbcations\Forms- Applicanons On Line U-2006 - Pemut Application.doc
Revised: 9 -2006
bh
Date:
Staff Initials:
( i L l4 I
Page 6 of 6
Payee: CONNELL DESIGN GROUP
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
TRANSACTION LIST:
Type Method Description Amount
Payment Check 15341 69.23
Account Code Current Pmts
000/345.830 69.23
Total: $69.23
Parcel No.: 2523049039 Permit Number: D08 -017
Address: 16040 CHRISTENSEN RD TUKW Status: PENDING
Suite No: Applied Date: 01/10/2008
Applicant: VACANT SUITE 102 Issue Date:
Receipt No.: R08 -00086 Payment Amount: $69.23
Initials: WER Payment Date: 01/10/2008 10:26 AM
User ID: 1655 Balance: $111.00
7085 01/10 9 710 TOTAL 69.23
doc: Receiot -06 Printed: 01 -10 -2008
RECEIPT NO: R08 -00332
Initials: WER
User ID: 1655
Payee: UNICO PROPERTIES LLC
SET TRANSACTIONS:
Set Member Amount
D08 -017 111.00
D08 -018 237.00
D08 -019 255.00
TOTAL: 603.00
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.• //wN w. ci. tukwila. wa. us
BUILDING - NONRES
STATE BUILDING SURCHARGE
SET RECEIPT
SET ID: 0206 SET NAME: CONNELL DESIGN
TRANSACTION LIST:
Type Method Description Amount
Payment Check 6480 603.00
TOTAL: 603.00
Account Code Current Pmts
000/322.100 589.50
000/386.904 13.50
TOTAL: 603.00
Payment Date: 02/06/2008
Total Payment: 603.00
8155 02/06 9710 TOTAL 603 -01
Project: t3 oe pJ.47,
Type of Inspection:
h/; s �w 5 c c .
Address: /4-' V d C ` r
Suite #: / , . J .: .
C ontact Person:
/Y) I/4 /0,47 : , -,./
Special Instructions:
Phone No.:
„ioe - ?G. 13 — r• d r t..._
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
* f'
Monitor:
, •
Pre -Fire:
!
Permits:
Occupancy Type:
INSPECTION NUMBER
444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407
' p per applicable codes.
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA FIRE DEPARTMENT
Word /Inspection Record Form.Doc 1/13/06
Corrections required prior to approval.
COMMENTS:
G?�
• •a
e
Inspector: Sol
Date: „„7/z4/443
f
O,4r- /7
PERMIT NUMBERS
.$80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
e City df Tukwila Finance Department. Call to schedule a reinspection.
T.F.D. Form F.P. 113
CONWI ENTS:
Type of Inspecti ! \,
1 Z No r 1/ ep
Address:
f + 0 C' h r '-_, 1P 0 i ?c(
pate Called:
Special Instructions:
Date Wanted:
i
7 } -- 1 -- I. /v
, ~
A ] /
Phone Or,—
�.i (,
. c)3c..
Project: /{ A �--- 7 ( -
V/ 1 t A k 1 Si. 1 ,�
Type of Inspecti ! \,
1 Z No r 1/ ep
Address:
f + 0 C' h r '-_, 1P 0 i ?c(
pate Called:
Special Instructions:
Date Wanted:
i
(a m'
Requester:
Phone Or,—
�.i (,
. c)3c..
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
Inspect
INSPECTION RECORD
Retain a copy with permit
Approved per applicable codes. Corrections required prior to approval.
X .00 REINSPECTION FE�2EQUIR D. Prior to inspection. fee must be
300 Southcenter Blvd.. Suit 100. Call the schedule reinspection.
pa
'd
No.:
Date:
DO 017
PERMIT NO.
Vt
(206)431 -36
I Date:-2- I 1
COMMENTS:
4-
Type of Inspection: T
Address: 46 Ctir,. j01
Suite #: 5 j - / v2 -
c;
Contact Person:
/10 / w .- /r..,
4%0:4- .
- .
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T ' / e / ' J if �(.�' r
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re �
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Project: 0 i t ,. -4. e. #
4-
Type of Inspection: T
Address: 46 Ctir,. j01
Suite #: 5 j - / v2 -
, . -•
Contact Person:
/10 / w .- /r..,
Special Instructions:
- .
Phone No.:
.2e4 i -7 5 e".3ir i i
Needs Shift Inspection:
f
Sprinklers: _
Fire Alarm: • .
Hood & Duct:
Monitor:
- .
Pre -Fire:
Per -nits: .. - ' -
f r
/
Occupancy Type:
2
INSPECTION NUMBER
444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407
Approved per applicable codes.
Inspectof:
Date: j /gY
Hrs.:
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA FIRE DEPARTMENT
Word /Inspection Record Form.Doc 1/13/06
the City of Tukwila Finance Department. Call to schedule a reinspection.
..0 - 471 7
I
PERMIT NUMBERS
Corrections required prior to approval.
$80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
T.F.D. Form F.P. 113
Prp�ject:
Ur 1 j�I J v CI112J1
Type of Ins{�ection: [ ki
f� . `
OA 3 Cdr' a��sen
�
Date Call A1J o 6(A-.2
Special Instructions:
Date Wanted:3
a.m
....3 1 „ 6e .
Requester:
Phone No:
3
INSPECTION O.
INSPECTION RECORD
Retain a copy with permit
PERMIT 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:3 — 3 1 0 3
$58.00 REINSPECTION FEE REQ RED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection.
Receipt No.:
'Date:
DEPARTMENTS:
ing Division
Public Works
jr b- I - 1
Complete
Comments:
TUES/THURS ROUTING:
Please Route
REVIEWER'S INITIALS:
Documents/routing slip.doc
2 -28 -02
•
PERMIT COORD COPY
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D08 -017
PROJECT NAME: VACANT SUITE #102
SITE ADDRESS: 16040 CHRISTENSEN RD
X Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter #
DATE: 01 -10 -08
Revision # After Permit Issued
Structural
TERMINATION OF COMPLETENESS: (Tues., Thurs.)
r-v/
Incomplete
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
Structural Review Required
APPROVALS OR CORRECTIONS:
Approved ❑ Approved with Conditions
Notation:
REVIEWER'S INITIALS:
BIZ �' 1N ( 7 4 . 06
Fire/Prevention aia
DUE DATE: 01 -15 -08
❑ No further Review Required
DATE:
DATE:
Bak It k -is"D lup
Planning Division
Permit Coordinator
Not Applicable
n
DUE DATE: 02 -12 -08
Not Approved (attach comments) I J
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 I
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
SRS 1008614
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
SRS 1008614
02/26/2002
Until
Cancelled
$12,000.00
03/04/2002
Look Up a Contractor, Electan or Plumber License Detail
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.
•
Page 1 of 2
https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= GATEWCS992C3 02/06/2008
...
•
•
GENERAL NOTES
ALL CONSTRUCTION SHALL COMPLY WITH THE CURRENT REGULATORY CODES FOR THE STATE
OF WASHINGTON AND THE LOCAL JURISDICTIONS. SEE PROJECT DATA SECTION FOR CURRENT
APPLICABLE CODES.
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.
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
ANY CLAIMS ARISING AS A RESULT OF UNAPPROVED CHANGES.
ALL L DEBRIS SHALL BE REM VED ALL. TIME PREMISES AND ALL AREAS SHALL BE LEFT IN
A
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,
ADDENDA AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES WHICH ARE TO BE UNDER
THE CARE OF THE JOB SUPERINTENDENT.
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
MINIMIZE DISRUPTIONS OF ADJACENT TENANTS DUE TO NOISE, ODOR, CORRIDOR FUMES OR
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.
ALL DIMENSIONS ARE TO FACE OF GYPSUM WALL BOARD UNLESS OTHERWISE NOTED.
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 15
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 UNLESC OTHERWISE NOTED IN THE PLANS AND SPECIFICATIONS.
I. 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 OP ONE (I) YEAR AFTER COMPLETION,
UNLCSS OTHERWISE SPECIFIED AND SHALL BE SO 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 2006 !B.C.
I ALL EXPOSED GYPSUM BOARD TO HAVE METAL EDGES AT ALL CORNERS AND WALL
INTERSECTIONS.
IS. ALL GLASS AND GLAZING SHALL COMPLY WITH THE 2006 I.B.C.*AND THE
U.S. PRODUCT SAFETY COMMISSIONS: SAFETY STANDARD FOR ARCHITECTURAL GLAZING
MATERIALS.
19. ALL REQUIRED FIRE DOORS SHALL BEAR A LABEL FROM A RECOGNIZED AGENCY SHOWING
THE SPECIFIC RATING.
20. EXIT SIGNS AND ILLUMINATION SHALL CONFORM TO THE 2006 I.B.G. 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.
23. 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 50 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 5E 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 15Y ANY DECORATIVE MATERIAL.
B. MINIMUM FLAME SPREAD CLASSIFICATION OF INTERIOR FINISHES SHALL BE PER
THE 2006 I.B.G.
26. ALL LAY -1N ACOUSTICAL CEILING GRIDS SHALL BE INSTALLED AND SECURED PER THE
2006 I B.G. STANDARDS FOR EARTHQUAKE ZONE D, ASME 6655, 0636.
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.
2S. TENANT TO PROVIDE AND INSTALL THE TELEPHONE AND DATA COMMUNICATION CABLING.
CONTRACTOR TO COORDINATE SCHEDULING AND OTHER REQUIREMENTS WITH TENANT.
2q. MECHANICAL SYSTEM: CONTRACTOR SHALL VERIFY AND PROVIDE A COMPLETE HVAC
SYSTEM WHICH CONFORMS TO THE OWNER'S I-IVAG 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 CONTRACT.
52. ABBREVIATIONS THROUGHOUT THE PLANS ARE ABBREVIATIONS WHICH ARE IN COMMON USE.
THE LIST OF ABBREVIATIONS PROVIDED 15 NOT INTENDED TO BE COMPLETE OR
REPRESENTATIVE OF CONDITIONS OR MATERIALS ACTUALLY USED ON THE PROJECT. THE
DESIGNER WILL DEFINE THE INTENT OF ANY IN QUESTION.
33. DO NOT SCALE DRAWINGS. IF A DIMENSION DISCREPENGY 15 NOTED, CONTACT DESIGNER.
34. IF BUILDING STANDARDS HAVE NOT BEEN ESTABLISHED OR HAVE BEEN C- STABLISHED OR
HAVE BEEN CHANGED FOR DOORS, RELITES, HARDWARE , DOOR AND RELITE FRAMES OR
OTHER STANDARD DETAILS, THEN CONTRACTOR MUST VERIFY WITH DESIGNER AND OWNER
PRIOR TO CONSTRUCTION.
ABBREVIATIONS
ACCOUS.
ACT.
ADJ.
A.F.F.
APPROX.
ARCH.
BLK.
P.
BLDG./BLD.
B/5
G CLOG.
CL
CLKG.
COL.
CONT.
CONC.
CONST.
CONTR.
CPT.
P.
DET.
DIAG.
DIA.
DIM.
DBL.
DWG.
D.F.
DIFF.
D.N.
E.
EA.
ELEV.
ELEC.
EMER.
EXT.
EQ.
EQPT.
EXIST.
F.I.O
F.A.
F.E.
F.E.G.
FIN.
FIXT.
FD.
FLR.
F.O.I.C.
FT.
GA.
GALV.
GL.
G.W.B.
GYP.
H.
HOP.
HD.WD.
HD.
HM.
HORZ.
HT.
HVAC.
H.W.
B.G.
NCO.
NCL.
NFO.
NTSUL.
NTR.
JAN.
J.B.
JT.
VICINITY MAP
ACOUSTIC /ACOUSTICAL
ACOUSTICAL TILE
ADJUST /ADJUSTABLE
ABOVE FINISHED FLOOR
APPROXIMATELY
ARCHITECTURAL
BLOCK/BLOCKING
BOARD
BUILDING
BUILDING STANDARD
CABINET
CEILING
CENTER LINE
CAULKING
COLUMN
CONC
CONSTRUCTION
CONTRACTOR
CARPET
COLD WATER
DEEP DEPARTMENT
DETAIL
DIAGONAL
DIAMETER
DIMENSION
DOUBLE
DRAWING
DRINKING FOUNTAIN
DIFI CCR
DOWN
EAST
EACH
ELEVATION (BLDG.)/
ELEVATOR
ELECTRICAL
EMERGENCY
EXTERIOR
EQUAL
EQUIPMENT
EXISTING
FURNISHED 4
INSTALLED BY OTHER
FIRE ALARM
FIRE EXTINGUISHER
FIRE EXTINGUISHER CABINET
FINISH
FIXTURE
FLOOR DRAIN
FLOOR
FURNISHED BY OTHER
INSTALLED BY
CONTRACTOR
FOOT OR FEET
GAUGE
GALVANIZED
GLASS /GLAZING /GLAZED
GYPSUM WALL BOARD
GYPSUM
HIGH
HANDY CAP
HARD WOOD
HEAVY DUTY
HOLLOW METAL
HORIZONTAL
HEIGHT
HEATING VENTALATING
AIR CONDITIONING
HOT WATER
NTERNATIONAL BUILDING
CODE
NGANDESCENT
NCLUDE
NFORMATION
NSULATE (D)(ING)
NTERIOR
JANITOR
JUNCTION BOX
JOINT
LAM.
LAN/.
L.
LTG.
LT.
LGJL.
MAT.
MAX.
MFG.
MECH.
MED.
MIN.
MIN.
MISC.
MTD.
MTh.
MW.
N.
N.I.C.
N.T.S.
NO.
OFF.
O.G.
OFF.
O.F.C.I.
O.F.O.I.
PT.
PART.
P.P.L.
PL.
P. LAM.
PLY.
Q.T.
QTY.
R.B.
R.
RAD.
REF.
REQD.
REV.
R.O.
RM.
S.
SECT.
SHT.
SIM.
SPEC.
S.
SST.
STD.
STOR.
STRUC.
SUSP.
SW.
TEL.
TEMP
TYP. r
U.L.
U.P.G.
VOL.
VAR
Y.G.T.
VERT.
V.P.
WB.
W.G.
WD.
W.
W.H.
WT.
VOLUME
VARIABLE/VARIES
VINYL COMPOSITION TILE
VERTICAL/VERTICALLY
VENEER PLASTIC
WOOD BASE
WALL COVERING
WOOD
WEIGHT
WIDE
WITH
WATER HEATER
WEIGHT
LAMINATED/LAMINATE
LAVATORY
LENGTH
LIGHTING
LIGHT
LONG
MATERIAL
MAXIMUM
MANUFACTURER
MECHANICAL
MEDIUM
MINIMUM
MINIMUM
MISCELLANEOUS
MOUNTED
METAL
MICROWAVE
NORTH
NOT IN CONTRACT
NOT TO SCALE
NUMBER
OFFICE
ON CENTER
OWNER FURNISHED
CONTRACTOR INSTALLED
OWNER FURNISHED
OWNER INSTALLED
PAI G)
PARTITION
POLISHED PLATE GLASS
PLATE
PLASTIC LAMINATE
PLYWOOD
QUARRY TILE
QUANTITY
RUBBER EASE
RISER RANGE
RADIUS
REFERENCE
REQUIRED
REVISED/REVISION
ROUGH
ROOM OPENING
STAIR
SECTION
SHEET
SIMILAR
SPECIFICATIONS/
SPECIFIED
STEEL
STAINLESS STEEL
STANDARD
STORAGE
STRUCTURAL
SUSPEND /SUSPENDED
SWITCH
TELEPHONE
TEMPERED
TYPICAL
UNDERVIRITER'S
LABORATORY
UNIVERSAL PLUMBING
CODE
A ✓
PROJECT DATA
PROJECT ADDRESS:
GOVERNING CODE:
USE ZONE:
OCCUPANCY:
CONSTRUCTION TYPE: V -N -FULLY SPRINKLERED
ENERGY CODE: 2006 WASHINGTON STATE
ENERGY GOD!
ACCESS CODE: ICC /ANSI AII'7.I --2003
PLUMBING COPE: 2003 U.P.C.
CONTRACTOR:
MECHANICAL:
ELECTRICAL:
SPRINKLER SYSTEM:
CONSTRUCT. AREA:
LEGAL DESCRIPTION
KING COUNT? PARCEL NCR: BUILDING I - 16040 CHRISTI MEN AVE. - 252504 -QOM AND 252 O4-x0'18
KING COUNTY PARCE.. NLHBER: BUILDING 2 - 16000 CHW5TEN5EN AVE - 252304 - 5071
KING COUNTY PARCEL Nile R EVILDIN6 S - 16300 CHRISTENSEN AVE. - 252204-c1016
PANc.a h
that portion of the VILA. Gillian taonatlon nand Glainn S40 and of Who sautrieet c{uort.r or this sourhweet quart.^ of Section 24, Tornehp 29 North, Monger 4 Gast, w.M., and of & verment Lot 1 in Seotbn 25, Tornahlp 23
North, Rage 4 East, W.M., in King County, more particularly d.ecrb.d as Micro, Co me ncAg at the rrortFreeet Garner of Paul 2 of Gay of Tub.11a Short Plat O/8.-16-65 as recorded under King County
1 di N. SDI thence south 64 52' Lea. 2458 Pet to a point of curvature; thence Baiter I6800 feet a g the arc of a tangent curve to tine loft, having a radlue of 495.00 fort, a central
angl. of 10' I'1' 42" to the true point of begirning; thence control g easterly 14657 feet along tine ar oP a ncei-tdreger curve t ve to the left, having a radius of 95300 fret, the radius point of which boors north 15 82' 26"
east, trough a central ongl. of 04' oo ' or to a port on Wald curves; theme north 06 54' 56' east, 6606 feet to a point of curvature; thence northeasterly 656 Poet along the arc of a non- tong.rnt cove to the right,
having a radius of 62m foot, the radius pont of rtnirh bare south 22 09' 30' East, th-,4 a central angles of 06. 2o. 9o" to a point of reverse curvature; theme narthoasterly 25J5 fret along the arc of a tangent
cove
e to the left, hag a rodlua of 20.00 Peet, + + a control angle of 72' 09' 25' to a point of tangency; thence north 02 15 57' scat, 0.44 f..t, then. south &7. 46' 23' east, 6.61 fort, thence north 02' 13 37'
east, 106. I'i Pert, thence north 7I• 04' 01" seat, 51_2 fist; thence north 46 96' 00' east, 60 .21 rest, thence south 84 41' 00' *04. 110.00 feet; thence north 46' 14' 41' east, 55.00 feet; thence south 41 40' 14' east,
46.14 feet, bores south 24' 41' 54' seat, 44.64 feet, thence south Oe' 44' 56' rest, 40.46 fort; thence south 24 09' 53' west, 4697 feet, thence sauth 54 14' 22" west, 6255 Poet; thence south 32 51' 34' roast, 5420
feet, thence south 35• I8' 26' root, 54.74 fret, thence south 94 40' 01' west, 60.82 feet; thence .ouch 40. 00' 24" west, 6654 fret; thence south 24' 01' 94" west, 95.76 feet, thence south Si' 16' 45" neat, 1124 feet;
thence north 7T• 25' 04' west, 105.54 fort, thyme north 12' 34' 56' east, 25.00 fart, thence north 77 25' 04' most, 9034 It to a point of auva:um thence earthreesterly 52..46 feet aloe- 1g- thus arc of a non-taxied
curve to the right, wig. a radius of 920.0 fret, the radkn point of which bears north 64' 42' 54' met, tiro- Agh a central angle of 04' 26' 54' to a point of - nce south 24 46' 00' meet, 44.96 fret, thence
north 60' 14' 00" most, T7 Iq fret, themes south 1301° 46' 00' rest, 24.61 feet; thence south 00' 14' 00" oast, 530 foot: thence south 84 46' 00' nit, 24.50 f. thence north 00 14' 00" root, 14430 Peet; thence south
WI* 46' 00 nest, 2450 fret, thence north 00' 14' 00' west, 94.00 foot; thence, north 16' 05'55' east, 20.11 feet to a paint of al:wheal thence southeasterly 4.43 feet along the arc of a non- tcrgent curve,. to the
left, havig a radius of 468!30 fort, the radkue point of which bears north 16' 05' 55' east through a central angle of OG' 55' 29" to a point on said cures, tune. north 15' 32' 26' oast 9950 fret to the true point of
becoming, SXGEPT that potion thereof vng rattan the 90 foot CGfti of Seattle Pipeline melt-of-n.24 as recorded under Kind ty cgriq No. 4106155. (ALSO KNOWN AS revived Lot I. Cry oP 1blorna boundary Iin.
adjuntmennt Poo. 61 °LA. recorded under on R
sny .cardiha No. 81121605441 'sold boundrry Iiu. being a r.vtelon of' C.1Ey ofTTtuionlla uh7cfa^y 1h. adjustment No. 8i- 1-HLA, recartlod under King Canty Recording No.
9102050994, rihich revised City of Tukwila Short Plat No. 76 -I6- recorded under Gountaj ParNo. 740605OO4b, also recorded under King County R.cardig Nos. 1406050047 and 74060500 ; TOGETHER
WITH a 24 =seen hgreas, ogres, and utlttire easement over a portion of Revised Lots of said GRy of -Willa line adjustment No. 81 40 lying 12 Peet on each aids oP the following described c+ntrrlorh
CanrnerrcbFhqy at the northwest corner of Parcel 5 of sold Cry of Tkwila Short Pitt Pb. 76-Ib� orth t+enco south 00. , 1 14' OO' . eat, 47.40 feet to the point d' b. w* g oP tnl6 centerline description; thence north 84' 46' 00'
east 184 P est to point : thence corrtinving north 84 46 O0' east, 22.00 f art, ttw+er n 2q' 46' 00' sor f eet to point of cam ature thence Qherh 6535 fee al ont too arc o► a tertgertt cov to tin.
left, having a radius of 620.00 feet, trou a central an oP II 44' 10' to the end of W s canto-lino no d.suypton, AI-+O T06ETH91 I a 25 foot break .gee sue
s, aid utilities easement r a
portion of Reused lets
2 and 3, scald lite ad� t P 1o . 81- 40 -JNLA, lyig 12.5 foot on each side of tun following drscrbed Lot 2. l s i eglnnig a: Point 'D•: are north 00' 14' 00' nest, 226.00 feet to th..nd of this Gamboling d.soriptbr; ALSO WIT4 a 24 Pont ingress . firers and utl itss sae* nsnt, over a porton oP r.vFW.d Lot 2, d bamdary lki ad jus tment No. 6I- 4 O -8LA. lying 12 f eet on .a h skis oP 1#te foibrrig d.eerb.d
centerlines; Comnnenchg at the southwest corner of PerI1 1 of sail G1 oP Tkwna S Pbt No. 79- 1635,, thew-4 north 00' 14' 00" west, 21.47 feet t ttn. point of of this centerline dsacrlptbnti h.rtc.
souMra.t.ri4 48.10 feet along the arc of a non•- teaigere carves to tee hav ig a radius of 55.00 fort, this radius point of retich bears south 00' I4' 00' met, t'r i a central a oP ngle 44' 54' 08' to a point of
reverse ata thence) southeasterly 57.04 feet along the arc of a Giros to the left, having a radius of 10000 foot, t+rov t a G.rbo! moles of 21. 14' S4' to a point of urrvaturo; thence southsaeterly 234.41
feet along the arc of a curve to e loft, having a radius of b2 Prot, the radius point of rehkh burrs north 29 56' Oi east trough a control I. of 15' 05' 50' to a point of curvature, Menus
tents
northeasterly 1 along e the
of a non-tahgent curve room loft, having a ra of 60.00 Pest, the" radius point of re hick tears north 06 52' 06' oast t rough a central angle of 90' 56' 06' to this end a? this
contemning' description.
"PARCEL 2r
That portion, of the W.M. frillkm Pbrtr>tion Laid Claim No. 40 and of the southwest grater of the southr.st quarter of' Section 24, Torsrehlp 29 North, Rag. 4 East, W.M., and of Government Lot 1 in Sectbn 25 Township
23 North, Range 4 East, W.M., In Keg County, Washington, more pertlwkrly deecrb.d ca follow.. BegWk1g at the southwest corner of Parcel I oP Gtty of Ttkwlla Short Plat Pb. 19 -16-55 co recorded under King County
Igor-ceding No. 7406050046; thence' north 00' 14' 00' met, 18TH 8 Peet, thence, 64
south ' 41' OO' oast, 10,20 fast, thence, north 00• 00" root, 6 feet, theme north 10 34' 00' root, 1737 Peet, thence south 6o'
01' 11' . cat, 66.05 feet; thence south 42' 04' 00' scat, 7022 feet; thence south 57' 57' 21' east, 102.40 foot; thence south 84' W 20' oast, 12150 feet; thence north 71' 04' O7' oast, 2300 Pest; trance south 02 13'
3 Host, 106 feet; thence north 87' 46' 23' rust, 6.67 Peet; thence south 02.15' 97' rust, OAR feet to a point of curvature; tuns fly 25.15 feet along the arc of' a tangent curve to the right, having a
radius of 20.00 feet, through a central angle or 72' CO' 23' to a point of reverse an vat:nre; thence .outru.terly 656 feet along the arc of a taiga* curve to the left, having a radio of 62.00 feet, through a central
meal* of 06 20' 30' to a point on said cove; theme Garth 06' 94' 56' rust, 6626 feet to a poor of curvature; thence nortweordris 146.61 Peet along the arc of a non - tangent urvo to the havig a radius of
453 feat, the. radius point oP rehich boas north 06' 52' 25' east, trough a central angle of 04 00' 01' to a point on said curve'' t hence south IV 92 met, at, 9350 feet to a point of cury thence reesteh^ly
4.49 feet along the ere of a non-tangont (trv0 to them right, having a radio of 4665o feet, the radius pout of ;Ouch bear* north 15' 32' 26' .cat, through a Central angle of 00• 59 to a point on said aurv.; tents
south 16' 055' " nest, 20.7 feet; thence south 00' 14' 00' east, 3440 Note thence, north 64' 46' 00' east, 2450 feet, tenarlrcutn 00 14' 00" 6a6t, 14130 feet; thence south 64 46' 00" west, 64.00 feet; thence
*Guth 00 14' 00' east, 630 feet; thence south 64 46' 00' suet, 11550 feet to Poht'A'; theorizes north 00•14'00 suet, 941.00 hove to the point of b.ghnig. EXCEPT' ninon portion thereof lying r1tun the 90 foot Gfty of
Seattle Plprlh. R4*- of-woy as recorded tinder King No. 4106135;N-50 KNOY* A5 rrvls.d Lot 2, oP Tlhwila bounda4 ohs adjustment No. 6 under
1-40- LA, recorded King County No.
8112160540; said bou nary lie being a revision of GI �flo Ito adjustment No. 81 -1-ELA recorded under long Carty i.scordog No. 6102050984, rehich Rovleed City of T,Iwn Sort art Plant No. 78---16-,
under der Pthg Co -uray g . 1 7406050046, also under County Recording timbers 1406050091 and 'P4060500gq); ' T0ser WITH a 24 foot Agrees, e9r os, and utilities easement over a portbn of
r Peat to the revised f C+ky oP 1 Adjustment skim, d
Iyhg 12 fast on each s of the tenoning .scri ed csnterlh. n i . Ga snug at Point A ces doecrmed cLow thaws uns south 00' 14' dui' east,
po description; tuna. nor W46' 00 east, 4630 feet to Poht'B'; fence corntouhg north 9q• 46' 00' oast, 64.00 feet to Po *'G', themes contAuig north DV 46'
00' .act, 64.70 feet to Pont '97 , once eatkv.Org north 64 46' 00' east, 1250 feet to the end of this cent l d
d esartptbn, ALSO TOGETHER rem TPThe. follow 25 foot Agrees . and MOO, easement. over
portion of r vs ts rd Lo 1 and 3 of City of Tukreila lino adjustment No. 6I- 40-BLA lying 125 foot on each .Id. of the foibh
we .ecrb d csntsrlh., Brgorttg at Poht n.
the north 00 14' 00" Most, 73.00
Peet to the end of thin centerline' d.rcrptai, BegYhk g at Poht'G , turn. north 00' 14' 00' neat, 4830 feet to tins end of this cen_torli a description i3eginog at Pointer', tense north 00' 14' 00' rust, 226.00 Not
to the end of the centerlins description.
PAtRC49.
That portion of Bov.rrinent Lot 1 In Section 25, TCrrrship 23 North, Rang, 4 Last, W.M., In King Co arty. Washington, m000 particularly dssGrbsd as foilora. Beginhg at tn. Soutweet corner of Parcel 4 of C.-IN of Tulwlla
Short Plat e l t, ha 56 as rec oP under King th a Recording f iish� north 14' w�. at t central la angle of to 15 0O of to re ; = tin foot along L 4 a c feet the arc
curve to the left, a radius oP .00.00 f ice radius
of a tahger� curve, to right, having a radius of 40.00 feet, trrough a central argl. of 60' 00' 00' to a point of tahgenop thence north rth 00' 14' 00' meet 12191 feet, *woo north OW 46' OW east 115.40 Prot, there.
north • 14' 00' nest 6.50 feet; thence north 84' 46' 00' at 4630 fret; thence north 00 14' 00' rout 6.50 feet; tents north 84 46' OW scat 24.61 foot; thence' south 60' 14' 00" east I7.I4 fast to Point'E ";
thence north 24' 46' 00' east 4456 Peet to a point of curvature; therms narth.riy 52.46 feet along the are of a tarrgernt curve to the left, having a radius of 920.00 feet, tel-rough a central ogle of O4 26 54 to a
point on .aid taus; thence south 77. 23' 04' east 90.54 feet, thence, south 12' 94' 56' root 26.00 feet; thence' south IT 25' 04" east 105.54 feet, theme south 51' 16' 45 most 11.04 fret., thence south 94' 91' 52" nest
60.34 fort; thence south 30 5i' 21' rust 61.78 Preis tents south 19' 16' 05' nest 5994 feet; thence south 15' 57' 2T most 6152 Peet; thence south 13' 46' 40' resat 5498 feet: thence south 00 96'22' scat 62.94 fret:
thence south 00' 16' 55• nest 4121 feet, thence south 01' 34' 16' oast 54117 took the nce earth 16 27' 46" .cat 5697 fret; thence south 27. 57' 17• oast 6.24 feet; theme north 64' 41' 00' rust 348.54 fort to the
paint of beginning. 03EING IaOYrN AS revised Lot 5, of Gltyy of Tub.dI boundary lino adjustment No. 61- 4O-BLA as recorded under- King county Kw 6112160540, . b
a revision of andary lie adjwh
uetnt No.
81 -I -BLA as reccord.d under King county Recording No. b1D2C��Ca98q, i ' nk
tch revised City of wila S Plat No. 76- I6ra6, recorded under King b
carding No. 1406.0 Og 6, also recorded ender Ktg Count
R.cordh Nos. 7406.0 OO' 7 area - 7406050cgq); T06En n NTH a 24 foot Agrees, ogre& and utility easement aver a portion of revved Lot I of City of T bilia Boundary Lim Adjustment Pain. 61- 4O -13LA. Tying 12 fort
an oaah side of the following descrb.d csntorlons. ComnehcA at Pokier as d.scrbsd ;rove. terns north 24 46' 00' East 4456 foot to a point of cuvature; t snco north.rl 6555 foot along the arc of a tangent
cure. to the left, hating a road* of 320.00 fort, through a central argl. of II' 44' 10' to a point an said curve; thaws south 77' 25' 04' East 30.00 fort to the end of this centerline drsarlptkwt.
SITE PLAN
• 6EPARATE PERMIT
REQUIRED FOR:
Mechanical
I Ye Electrical
Plumbing
Gas Piping
City of Tukwila
bLILDING DIVISI
r ,
•
16040 CHRISTENSEN RP
BUILDING #1 - SUITE 102
TUKWILA, WA 4 15155
2006 I .B.C.
(STATE OF WASHINGTON AMENDMENTS)
TUG
TO BE DETERMINED PRIOR
TO PERMIT ISSUANCE
BIDDER DESIGN
(UNDER SEPARATE PERMIT)
BIDDER DESIGN
(UNDER SEPARATE PERMIT)
BIDDER DESIGN
(UNDER SEPARATE PERMIT)
SUITE 102 - 1502 SF
ni r
111111111111 11
CHRISTENSEN ROAD
I
f wIIIIIIIIIIIIIII
IIII1111111IIIIIIIIIII
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UIIIIIIII1IIIIIIIIIIIIIIIIIIIII
1111111111111111111111111
r
DRAWING INDEX
TI.O COVER SHEET
TI.I EXITING PLANS -THIRD FLOOR
A1.O PARTITION/ELECTRICAL/PHONE/DATA PLAN
A2 REFLECTED CEILING PLAN 4 CEILING DETAILS
BUILDING 1 - FLOO ' . WO KEY PLAN
Il11IIIIIf'
;rim fro fhrn erw-mn
o
n r lcfi)Il 'dVlll ri.?qu!m ? new ±'' p �i11'"�'r`; ; '.
:nc!uue af,:d,tfona: plan r ^v!.- ,v,: :e ,s
GONTRAGT THIS
SUITE-102 FlLE CO AY
Perms No.
innunini uiirmnimiiunitl
u
11111 Illlllllllltllllllll
- 111.
7 '0 ?
plan review approval le subject
Approval of constroollon doper=
Q�appnDVed !`i@Idany adopted co end
cot
or ar
a08- o11
- 6 - o ff
BUILDING of Tukddla
LDING DI% ISION
C c�
planning interiors \ architecture
DESIG
22002 - 64th Avenue W., Suite 2C
Mountlake Terrace, WA 98043
T: 425 - 670 -6706 F: 425 - 774 -8219
REGISTRATION
\a're
PROJECT NAME
VACANT SUITE 102
RIVERVIEW PLAZA
TENANT IMPROVEMENT
BUILDING 1 - FLOOR 1
SUITE 102
16040 CHRISTENSEN ROAD
TUKWILA, WASHINGTON 98188
DESIGN TEAM
PROJECT NO.:
07.196
PRINCIPAL:
CK
DRAWN BY:
VSS
CHECKED BY:
CK
PROJECT CONSULTANTS
SHEET TITLE
COVER SHEET
SHEET NO.
PAJ.L T T
STALE OF WArON
ISSUED /REVISIONS
1 -10 -08 ISSUED FOR PERMIT
RECEIVE
JAN 10 2008
PERMIT CENTER
T1.0
NELL
SAL/2 a m I -0
CONTRACT THIS SUITE
SECOND FLOOR
at
CO NELL
planning interiors architecture
DESIG
22002 - 64th Avenue W., Suite 2C
Mountlake Terrace, WA 98043
T: 425 -670 -6706 F: 425 - 774-8219
REGISTRATION
PROJECT NAME
VACANT SUITE 102
RIVERVIEW PLAZA
TENANT IMPROVEMENT
BUILDING 1 - FLOOR 1
SUITE 102
16040 CHRISTENSEN ROAD
TUKWILA, WASHINGTON 98188
DESIGN TEAM
PROJECT NO.:
07.196
PRINCIPAL:
CK
DRAWN BY:
VSS
CHECKED BY:
CK
ISSUED /REVISIONS
1 -10 -08 ISSUED FOR PERMIT
PROJECT CONSULTANTS
SHEET TITLE
EXITING PLAN
SHEET NO.
RECEIVE"
JAN 10 2008
PERMIT CENTEh
T1.1
EXISTING
CFICE
101
EXISTING I C
I CI
OPEN OFFICE
SCALE; I /8 "= I' -0"
PARTITION NOTES
EXISTING
U
(1
I I
I I
I I
I
CONTRACTOR TO VERIFY DIMENSIONS FOR ALL RIMING PARTITIONS.
PARTITION LEGEND
T� I
OFFICE
ICI
DEMOLITION NOTES NOTE: n-usE ALL EXISTING OFFICE DOORS
ALL EXIT DOORS SHALL BE OPERABLE FROM THIS INSIDE WITHOUT USE OF KEY OR ANY SPECIAL
KNOW6E OR EFFORT.
r
DEMOLITION /PARTITION PLAN
MERE DEMOLITION OCCURS, ALL REMAINING WALLS ARE TO SE PATCHED, SANDED SMOOTH AND
PREPARED FOR FINISHING AS REQUIRED. REMOVE EXISTING FLOOR FINISH ES. PATCH AND P'REP'ARE
FLOORS AS REQUIRED FOR SMOOTH, LEVEL FINISH.
ALL EXISTING WALL FINISHES TO BE R9'10VE0. WALLS ARE TO BE PATCHED, SANDED SMOOTH AND
PREPARED FOR NEW FINISHES AS REQUIRED.
ALL EXISTING CONSTRUCTION WHERE INDICATE) INCLUDING ELECTRICAL, MEP-IOPE, PLUMING AND
MECHANICAL DEVICES NOT OTHERWISE INDICATED ON TIC CONSTRUCTION DRAWINGS SHALL BE
REMOVED IN A GARERL MANNER 50 AS NOT TO DAMAGE ADJOINING CONSTRUCTION.
BREAK AREA!
103 1
WHERE NEW PARTITION MEETS EXISTING FURRED COLUMN OR GORE WALL, REMOVE CORNER BEAD, ALIGN,
TAPE AND SPACKLE NEW PARTITION TO EXISTING 6YP54.1 BOARD.
ALL CONSTRUCTION TO REMAIN AND AFFECTS) BY DEMOLITION SHALL SE PATCHED AND SPACKLED AND
BE PROPERLY MEMBERED AND ALIGNED SO AS TO LEAVE NO EVIDENCE OF PATCHING OR REPAIRS.
EXISTING ELECTRICAL AND TELEPHONE OUTLETS LOCATED ON mousier; WALLS ARE TO BE REMOVED
INCLUDING CONDUIT AND WIRING SACK TO JUNCTION BOX LOGAIIONS ARE TO BE PATCHED AND
REPAIRED TO IRE FLUSH WITH ADJACENT WALL SURFACE.
WHERE ELAINE FIXTURES ARE BEING REMOVED OR WHERE= EXPOSED FUMING PIPES OCCUR, CAP LINES
BEHIND FINISHED WAGES. PATCH AND REPAIR AS REQUIRE).
CONTRACTOR TO VERIFY ALL DIreI5ION5. ALL DISCREPANCIES MUST BE BROUGHT TO THE IMMEDIATE
ATTENTION OF THE ARCHITECT FOR DIRECTION.
ALL PARTITIONS, UNLESS OTHERWISE NOTED, SHALL BE CONSTRUCTED WITH METAL STUDS AT 24' O.G. WITH
5/8' ME 'X' GYPSUM WALLBOARD EACH SIDE
THERE SHALL BE NO E>VOSED FIFE, CONDUIT, DUCTS, VENT", ETC. ALL SUCH LINES SHALL BE CONGEALED
OR FURRED MD FINISHED, UNLESS OTHI3RAISE NOTED AS EXPOSED CONSTRUCTION ON DRAWINGS.
OFFSET STUDS, MERE REQUIRED, SO THAT FINISHED PARTITION SURFACE WILL BE FLUSH, UNLESS
OTHERWISE NOTED. PROVIDE FURRING AT EXIS11145 PARTITIONS AS REQUIRED TO INSTALL ELECTRICAL
115.5 AS INDICATED ON 11E DRAWINGS.
DOOR AND GA513) OPENINGS WITHOUT LOCATION DIMENSIONS ARE TO BE SIX INCHES FROM FACE AT HINGE
SIDE OF DOOR TO ADJACENT PARTITIONS.
PROVIDE SHAT METAL REINFORCING (8' HORIZONTALLY MOUNTED STRIP OF 20 6A. GALVANIZED SHEET
METAL,) IN PARTITIONS FOR INSTALLATION OF WALL FUNS CABINET WORK AND PANELING WHERE INDICATED
ON DRAWINGS INCLUDING ALL OMER PROVIDED ITEMS.
CONTRACTOR TO PROVIDE SHOP DRA111455 FOR DESIGNER AND TENANT APPROVAL PRIOR TO
MANUFAGIIJRE OF ANY CABINET WORK, MILLWORK, AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM
5HOP FABRICATED WORK
= = == == DEMOLITION
EXISTING PARTITION TO RI =moms B/S TENANT PARTITION - B/S METAL STUDS a 24 "0.C. WITH 5/8' TYPE 'X' 6113 ON BOTH SIDES FROM
FLOOR TO UNDERSIDE OF I41N9 CEILING.
a-- RRELOCATED B/53 x FULL WEIGHT SAFETY GLASS R JTE IN B/5 FRAME.
KEY NOTES
SCALE: I/8 " =1'-O"
w
ELECTRICAL /PHONE /DATA PLAN
I. ALIGN FINI5HED 5UR>^AGES, REMOVE DOOR JAMBS, ETC AND INEILL TO MATCH EXI5T1NG ADJACENT
CONSTRUCTION.
2. REMOVE EXISTING LOW HEIGHT WALL AND COUNTER
3. R?EMLNE EXISTING CABINET AND SINK, STUB AND GAP FUMING BACK IN WALL OR ABOVE GL6. GRID
AS REQUIRED. PATCH AND REPAIR ALL WALLS AS REQUIRED.
4. REMOVE TOILET AND WALL HMG SINK, STUB AND GAP ALL PLUMBING FOR TOILET PLUSH WITH FLOOR
READY TO RECEIVE FLOOR FINISH. PATCH AND REPAIR WALLS AS REQUIRED. NOTE: NEW SINK WILL BE
PLACED IN LOCATION OF EXISTIN45 SINK
5. PROVIDE B/5 STAINLESS STEEL SINK, 411. P-LAM BAC.KSPL45H, 2' -10' HIGH COUNTERTOP, 6 L.Q146
BASE AND UPPER CABINET WITH ONE ADJUSTABLE SHELF. PROVIDE B/5 2' -0"w. x I dp x I' -6'h.
OPEN P CABINET IN UPPER CABINET FOR TENANT PROVIDED MICROWAVE VERIFY ELEC TRICAL
REQUIREMENTS FOR MICROWAVE PROVIDE COLD WATER LINE FOR TENANT PROVIDED COFFEE MAKER,
IF REQUIRED.
6. TENANT PROVIDED REFRIGERATOR -NOTED FOR LOCATION FOR VGT FLOOP.1145-SEE NOTES BELOW FOR
FINISHES.
ELECTRICAL NOTES - VERIFY FINAL LOCATIONS W/
TENANT
ALL WALL MOUNTED TELEPHONE AND ELECTRICAL OU11.E'T5 TO BE INSTALLED 18' ABOVE FLOOR UNL.E56
OTHERWISE NOTED.
AL /ANY CORE DRILL LOCATIONS SHALL BE VERIFIED WITH DESIGNER PRIOR TO DRILLING. ALL UNUSED GORE
DWLLS SHALL BE PLUGGED AND GAPPED AS REQUIRED TO MAINTAIN FLOOR FIRE RATING, IF REQUIRE
ALL TELEPHONE AND COM PJTHR rims SHALL EE PILLED BY TENANTS CONTRACTOR UNLESS OTtERNSE
NOTED. ELECTRICAL CONTRACTOR SHALL PROVIDE PULL WIRES AND BOXES AT EACH LOCATION.
ELECTRICAL LEGEND
WALL MOUNTED PL I EX REGEPITCAL OUTLET
WALL MOUNTED QUADRAPLEX RECEPTACLE OUTLET
Q WALL MOUNTED COMBINATION TELEPHONE AND DATA OUTLET
-0 EXISTING MUD RIMS LOCATION
I& WALL MOUNTED DUPLEX RECEPTACLE OUTLET - DEDICATED 120V, 20A
N NEW
E EXISTING
619 GROUND FAULT INTERRUPTER
+44 HEIGHT ABOVE FINISHED FLOOR
NOTE: CONTRACTOR TO REUSE AND / OR Rt:LOGATE EXISTING ELECTRICAL / THllE'HONE OUTLETS
WERE POSSIBLE
ALL EXISTING ELECTRI GAL / TELEPHONE OUTLETS NOT SHOWN ARE TO REMAIN.
USE BUILDING STANDARD ELECTRICAL FIXTURES THROW-MT UNLESS OTICIR "JISE NOTED.
(NOTE. ALL ELECTRICAL TO BE VERIFIED W/ TENANT FOR
LOCATION AND COST)
FINISH NOTES AND STANDARDS
rn
--0 E
E
w
OFFICE
F6
EXISTING
OFFICE
1 0 1
I. PAINT ALL NEW WALLS A5 REQUIRED.
2. PROVIDE AND R3'ACE ALL CEILING TILES WITH NEW BUILDING STANDARD CEILING TILES
3. REMOVE AND REPLACE ALL LIGHT FIXTURES WITH NEW MIDI* STANDARD LIGHT FIXTURES, SEE
SHIEST A2.0 FOR LOCATIONS.
4. PROVIDE VGT FOR BREAK AREA IN FRONT OF CABINET AS SHOWN.
w
;U
Rl W
*4 *4 laId
OFEN OFFICE
1 102 1
06
ram
-0 E
E
4.6 * * e
mm m
E
E0-
US
MIN. 25 6A. MIL STUD TOP TRACK,
BRACE TO STRiC11. E W/ EITHER
4126A. 6LAV. STL.. LION HANGER
WIRE SET OR 256A MIL STUDS ® 8'
0.0. OR 2 PER WALL SECTION
MINIMUM, ANCHOR TO TOP
TRACK PER MF6. REQUIREMENTS
R-II IN5UL.ATION IF REQ.
FOR ACOUSTICAL WALL
W/ 4' WIDE R-21 BATTS
GBH OVER WALL
MD CEILING GRID
CONT. 5TH..
RU44ER CHANNEL ANCHORED
TO FLOOR W/ POWDER
ACTIVATED FASTENING
SYSTBrt HILT' X -ZF 22 PST
OR B2JAL .145 DIA. 4 EMBEDMENT
IS /4'AT24'
Dal
E
BREAK AREA/
.: :••
103 1
i! IIIIIIIIIIIIIIII:: III. IIIIhIII!IIII e_
1
I
25 GA. GALV.
31/2' MTL.
STUDS n 24' O.G.
(MAX. HT. 13'-G')
5/8" T FE 'X' GAB.
25 GA. STUDS OR
WIRE HANGERS
• -. ONAL ACOUST
AVIA " BAIT IF REQUIRED
MATCH
EXIST.
CONT. "L" MI1
TRIM A/ PAPER WING
r m SECTION - BUILDING STANDARD PARTITION
SCALE: N.T.S.
C o
planning inferiors architecture
DESIG
22002 - 64th Avenue W., Suite 2C
Mountlake Terrace, WA 98043
T: 425 - 670 -6706 F: 425 - 774 -8219
REGISTRATION
Emengaramrimesso
PROJECT NAME
VACANT SUITE 102
RIVERVIEW PLAZA
TENANT IMPROVEMENT
BUILDING 1 - FLOOR 1
SUITE 102
16040 CHRISTENSEN ROAD
TUKWILA, WASHINGTON
DESIGN TEAM
PROJECT NO.:
07.196
PRINCIPAL:
CK
DRAWN BY:
VSS
CHECKED BY:
CK
ISSUED /REVISIONS
1 1 0 - ISSUED FOR PERMIT
PROJECT CONSULTANTS
SHEET NO.
RECEIVEr
JAN 10 2008
PERMIT CENTER
NEIL
SHEET TITLE
DEMOLITION & PARTITION
PLAN
A1.0
L. :.
SPLAYED 5E I SM I G BRAC 1 NG WIRE ATTACHMENT
111
5/I6" DRILL-IN EXPANSION ANCHOR MINIMUM
STRUCTURAL CONCRETE
STEEL STRAP 1' WIDE X 2' LONG X 12
GAGE MINI
3 TURNS
SPLAYED 5EI5MEC WIRE
VERTICAL HANGER WIRE ATTACHMENT
SHOT -IN ANCHOR
STRUCTURAL CONCRETE
CEILING CLIP
3 TURNS
VERTICAL WIRE: HANGER
ATTACHMENTS
SCALE: N.T.S.
SCALE: N.T.S.
EMT' GONIDUI
I/2' ENT CONDUIT < 6'
3/4" EMT CONDUIT <8'
I' EMIT CONDUIT <IO' -0"
*PROVIDE ENGINEERING IF
MAK DO* NDED LENGTH FOR VERT. BRACING
I' MTl. STUD (25 GA):
15/6' MTL STUD < 6-2
2 I/2' MIL STUD < 10
PLENUM > II' -0'
SEISMIC SEPARATION JOINT
O
SE I SM I C SEPARATION NOTES:
I. FOR CEILING AREAS EXCEEDING 2,500 SQ. FT., A SEISMIC SEPARATION JOINT OR FULL HEIGHT
WALL PARTITION THAT BREAKS THE C.EILIPiG SHALL BE PROVIDED UNLESS ANALYSES ARE
PERFORMED OF THE CEILINGS BRACING 5YST54, CLOSURE ANGLES AND PENETRATIONS TO
PROVIDE SUFFICIENT CLEARANCE
2. THE LAYOUT AND LOCATION OF THE SEISMIC SEPARATION JOINT SHALL EE: PER THE DESIGNER
OF RECORD AND NOTED ON THE PLANS. IF A SEISMIC SEPARATION JOINT IS R. BY THE:
DESIGNER, THE DESIGNER MAY USE THE: GENERIC JOINT DETAILED ABOVE OR A PROFRIETARY
JOINT. THE AMOUNT OF FREE MOVEMENT ( GAP DESIGN) SHALL BE PER TI$ DESIGNER OF
RECORD.
SPLAY AIRES ARE TO BE MIN.
4-12 GA. WIRES ATTACHED TO
THE MAIN BEAM. WIRES ARE
ARRAYED 4 10° FROM EACH OTHER
4 AT AN ANGLE NOT EXCEEDING
45° FROM THE PLANE OF 11E GLG.
HALER WIRES SHALL BE 12 GA. 4
4' OG. OR 10 GA. 4 5' OG. TERMINAL
ENDS OF EA. MAIN OR CO Rrfa TEE
MUST BE SUPPORTED WITHIN S"
OF EA. WALL
12 6A. HANGER WIRE SPACED
4'OG. ALL WIRE TIES TOBe
3 TIGHT TURPSAROUND ITSELF
WITHIN 3 INCHES.
OPTIONAL LATERAL BRACING SHALT-
EE 12' OG (MAX) AND BEGIN < b'
FROM POLLS CHART FOR SIZES
AND VERIFY LOCAL CODE: 860.
LAT. FORE€ BRACING 4 EA. 12
6A. WIRE 5ECURED TO MAIN
RIMER WITHIN 2' -0" OF CROSS
TM AND SPLAYED 4 40 ° FROM F.A.
°TIER ® 12-0' 0.G. BOTH
DIRECTIONS W/ FIRST POINT
WITHIN 4'-0' FROM EA. WALL
MAIN ISFAM- (HEAVY DUTY)
GR055 TEE
NOTES:
I. INSTALL SYSTEM IN ACCORDANCE W/ 2003 IBC, ASTM G-635 AND 0636, ASCE 7-02 4 GISCA.
2. LATERAL BRACING 15 REQUIRED FOR GL6 > 1000 5F AND NOT REQUIRED FOR CLb. < 1000
PROVIDED 11EY ARE SAP-ROWED BY 4 WALLS AND BRACED TO STRUCTURE. PL U1S < 12' 170 NOT
N® LATERAL BRACING. GROSS TEES SILL BE CAPABLE OF CARRYING THE DESIGN LOAD WITHOUT
EXCEEDING DEFLECTION EQUAL TO I/3 600F ITS SPAN.
3. LATERAL FORCES BRACES SHALL BE 12' X. ( MAX) AND BEGIN NO FURT1-ER THAN 6' FROM WALLS.
4. LIGHT FIXTURES < 10 LB5 SHALL HAVE I I26NL HANGER LIGHT FIXTURES > 10 L BS AND < 56 LB5
SHALL HAVE 2 12 GA. WIRES ATTACHED AT OPPOSING GOREE S OF TIE LIGHT FIXTURE TO TEE
STRUCTURE ABOVE. FIXTURES >56 LB5 SHALL BE SUPPORTED DIRECTLY FROM 11E STRUCTURE.
GEN "L SUSPENDED CEILING BRACING
SCALE: N.T.S.
NOTES:
I. THESE RECOT+ENDATIM ARE INTENDED FOR 9- WENDED CEILINGS INCLUDING GRID, PANEL
OR TILE, LIGHT FIXTURES AND AIR TEMINALS WEIGHING NO MORE THAN 41.135. PER SQUARE
FOOT.
2. ALL WIRE TES ARE TO EIE THREE INCHES. TWELVE GAGE HANGER WIRE SPACED 4 FOOT ON
CENTER.
3. CHANGES IN CEILING PLANES WILL REQUIRE POSITIVE BRACING.
C 2 LATERAL FORCE BRACING
SCALE: N.T.S.
3/4' MIN. AT
2' MIN. UNATTACHED WALLS
NOTES:
I. WALL MOLDINGS (PERIMETER CLOSURE ANGLES) ARE REQUIRED? TO HAVE A HORIZONATAL
FLANGE 2 INCHES WIDE„ UNLESS ALTERNATE: METHODS ARE APPROVED FRIOR TO
INSTALLATION BY THE LOCAL BUILDING DEPT. ONE END OF THE CEILING GRID SHALL BE
ATTACHED TO THE WALL MOLDING, TIE O11 END SHALL HAVE A 5/4' CLEARANCE FROM
11E WALL AND FREE TO SLIDE
2. 1-E GRID SHALL BE ATTACHED AT TWO ADJACENT WALLS (POP BLUETS OR APPROVED
METVOD)
3. THERE SHALL BE A MINUMUM 3/4' CLEARANCE FROM THE DID OF THE GRID SYSTEM AT
UN- ATTAG1 -E D WALLS.
4. SPREADER (SPACER) BARS OR OTHER MEANS APPROVED BY LOCAL BUILDING DEPARTMENT
SHALL BE USED TO PREVENT THE ENDS OF TIE MAIN BEAMS AT PERIMETER. WAILS FROM
SPREADING OPEN DURING A SEISMIC EVENT. PERIMETER WIRES SHALL NOT BE IN LIIEJ OF
SPREADER BARS.
5. WIRE TONS 15 ACCEPTABLE ALTERNATIVE TO SPREADER BARS.
6. SPREADER BARS ARE NOT R. IF A 40 DEGREE INTERSECTING CR055 OR MAIN 15 WITHIN 8
INCHES OF THE PERIMETER WALL.
SPREADER BAR & WALL MOLDING
SCALE: N.T.S.
n
NOTES:
I. HANGER AND FERIMETT3R WIRE5 MUST BE PLUMB WITHIN I IN 6 UNLESS COUNTER SLOPING WIRES
ARE PROVIDI37.
2. HANGER WIRES SHALL BE 12 GAGE AND SPACED 4 FEET ON GETTER OR 10 GAGE SPACED 5
EMT ON CENTER
3. AM' CONNECTION DEVICE AT THE SUPPORTING CONSTRUCTION SHALL BE CAPABLE OF
CARRYING NOT LESS THAN 100 POUNDS.
4- FOR ESSENTIAL FACILITIES, HANGER WIRE CONNECTIONS MUST BE CAPABLE OF CARRYING
200 POUNDS AND BRACING (SPLAY) WIRES SHALL BE CAPABLE OF CARRYING 440 FOUNDS.
SHOT -IN ANCHORS IN CONCRETE ARE NOT PERMITTED FOR IMAGING WIRES.
5. BRACING WIRES SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A
MAM ER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR THE
ACTUAL IESIGN LOAD, WITH A SALTY FACTOR OF 2, WHICHEVER 15 GREATER
6. POWDER DRIVEN FASTENERS MIST BE APPROVED FOR APPROPRIATE LOADING.
1. TERMINAL ENDS OF EACH MAIN BEAM AND CR055 TEE MUST BE SUPPORTED WITHIN S INCHES
of EACH WALL WITH A PERIMETER WIRE.
HANGER (SUSPENSION) WIRES
SCALE: N.T.S.
SPREADER BAR OR
EQUAL TO KEE'
PBRIMTE'R COMPONENTS
FROM SPREADING APART
SE I 5M I C BRAG ING PERSPECTIVE
CEILING GRID GENERAL NOTES
CEILING BRACING, SEE DETAIL *I
THIS SHEET
COUNTER BAYED SEISMIC
BRACING WIRE ATTACHMENT, SEE
ATTACHMENT DETAILS THIS SHEET
ELECTRICAL FIXTURE NOTES:
I. LIGHT FIXTURES WEIGHING LESS THAN 10 POUNDS SHALL HAVE ONE 12 GAGE HANGER WIRE
CONNECTED MOM FIXTURE TO THE STRUCTURE ABOVE THIS WIRE MAY BE SLACK
2. LIGHT FIXTURES WEIGHING MORE THAN 10 POUNDS AND LEG THAN 56L55.5HALL HAVE TWO
GAGE WIRES ATTACHED AT OPPOSING COR143 S OF THE LIGHT FIXTURE TO THE STRUCTURE
ABOVE THESE WIRES MAY BE SLACK
3. LIGHT FIXTURES WEIGHING MORE THAN 56186. SHALL EE SUPPORTED DIRECTLY FROM THE
STRUCTURE ABOVE.
4. PENDANT MOUNTED FIXTURES SHALL BE DIRECTLY SUPPORTED FROM THE STRUCTURE R ABOVE
USING A g 606E WIRE OR AN APPROVED ALTERNATE SUPPORT WITHOUT USING THIS CEILING
SUSPENSION FOR DIRECT SUPPORT.
5. TANDEM FIXTURES MAY UTILIZE COMMON WIRES.
MECHANICAL SERV I CES NOTES:
I. TERMINALS OR SERVICES NEIGHING 20LB5. BUT NOT MORE THAN 56LE5. MUST HAVE TWO 12
GAGE WIRES CONNECTING THEM TO THE CEILING SYSTEM HANGERS OR THE STRUCTURE ABOVE.
THESE WIRES MAY 131E SLACK
2. TERMINALS OR SERVICES NEIGHING MORE THAN 56LB5. MST BE INDEPENDENTLY SUPPORTED
DIRECTLY FROM TIE STRUCTURE ABOVE. THESE WIRES MUST BE TAUT.
SPRINKLER NOTES:
I. FOR CE'LING5 WITHOIrr RIGID BRACING, SPRINK E R HEAD PENETRATIONS SHALL HAVE A 2'
OVERSIZE RING, SLEEVE OR ADAPTER THROGH THE CEILING TILE TO ALLOW FR MOVEMENT
OF AL LEAST I' IN ALL HORIZONAL DIRECTIONS. FLEXIBLE HEAD DESIGN THAT CAN
ACCOMMODATE I" FREE MND/ENT SHALL BE PERMITTED AS AN ALTERNATE
REFLECTED CEILING PLAN
SCALE: I /$ " =1'-O"
LIGHTING NOTES
PROVIDE FIRE DAMPERS AT ALL SUPPLY AND RETURN AIR OUTLETS, INLET5, OR DUCTS PENETRATING FIRE
RATEJ7 P,55EMBLIES, ENCLOSURES, WALLS, FLOORS, OR SURFACES, AND AS REQUIRED BY FIRE DEPARTMENT, IF
APPLICABLE
CONTRACTOR SHALL OBTAIN APPROVAL FROM DESIGNER OF ALL T1EM05TAT LOCATIONS.
ALL REQUIRED EXIT SIGNS SHALL HAVE LETTERS SIX INCHES HIGH MINIMUM AND SHALL COt ORM WITH ALL
APPLICABLE CODE'S.
CEILING HEIGHTS ARE FROM SLAB TO FINISHED CEILING.
LIGHT SWITCHES SHALL BE INSTALLED AT +46" APP. MJLT1FLE SWITCHES SHOULD SE GANGED TOGETHER
UNLESS aneRrim 5PEGIFIE37.
CONTRACTOR SHALL PROVIDE EMERGENCY LIGH STROBE LIGHTS, AUDIO - VISUAL ALARMS, TO ITT ALL
APPLICABLE GORES.
CONTRACTOR TO VERIFY ALL SWITCH LOCATIONS WITH TENANT PRIOR TO INSTALLATION. Ni EFR OF SWITCHES
FOR OPEN AREA 15 BIDDER DESIGN. SWITCHES INDICATED ON DRAWING FOR OPEN AREA ARE FOR SPICE
ONLY.
CONTRACTOR SHALL PROVIDE SEISMIC BRACING a ALL RaOGATED LIGHT FIB.
CONTRACTOR SHALL PROVIDE LAMPS W/ RATED HOUSINGS WHERE FIB CONE IN DIRECT CONTACT WITH
INSULATION OR FROVIDE GEE TISlTING FI32 LOCAL CODE REQUIREMENTS.
LIGHTING LEGEND
a
EXISTING B/5 2 x 4 FLUORESCENT LIGHT FIXTURE TO REMAIN
RELOCATE EXISTING 5/5 2 x 4 FLUORESCENT LIGHT FIXTURE
INDICATES 24 HOUR FIXTURE WITH BATTERY BACK-UP FOR DERGENCY SWITCHING,
ILLUMINATED EXIT SIGN - DIRECTION OF ARROW
(2)
R
N
+ E3/5 SINGLE SWITCH
INDICATES QUANTITY
EXISTING TO REMAIN
RELOCATE EXISTING FIXTURE
NEW
LIGHTING CALCULATIONS
LIGHTING KEYNOTES:
ALL EXISTING LIGHT FIXTURES / SWITCHES NOT SHONN ARE TO REMAIN.
I. RELOCATE EXISTING EXIT LIGHT TO NEON LOCATION AS SHOW
2. FROVIDE ALL NEW B/S LIGHTS AND CEILING TILES.
NOTE: CONTRACTOR TO REUSE AND / OR RELOCATE EXISTING LIGHT FIXTURES AND SWITCHES WHERE
POSSIBLE.
CONTRACTOR TO RESWITGH / RECIRCUIT LIGHT SWITCHES AND LIGHT FIXTURES AS NEB.
ALL EXISTING LIGHT FIXTURES TO REMAIN WITHIN TENANT SPACE, NO PROPOSED CHANGE IN ENERGY U5A6E
planning interiors architecture
DESIG
22002 - 64th Avenue W., Suite 2C
Mountlake Terrace, WA 98043
T: 425-670-6706 F: 425 - 774 -8219
REGISTRATION
4670
PROJECT NAME
VACANT SUITE 102
RIVERVIEW PLAZA
TENANT IMPROVEMENT
BUILDING 1 - FLOOR 1
SUITE 102
16040 CHRISTENSEN ROAD
TUKWILA, WASHINGTON
DESIGN TEAM
PROJECT NO.:
07.196
PRINCIPAL:
CK
DRAWN BY:
VSS
CHECKED BY:
CK
ISSUED /REVISIONS
1 -10 -08 ISSUED FOR PERMIT
PROJECT CONSULTANTS
SHEET TITLE
REFLECTED CEILING PLAN+
AND DETAILS
RECEWWEC
JAN 10 2008
PERMIT CENTER
SHEET NO.
CO
A2.0
NELL