HomeMy WebLinkAboutPermit D08-018 - RIVERVIEW PLAZA - VACANT SUITE 210 - INTERIOR DEMOLITION, DOORS AND RELITESVACANT SUITE 210
16040 CHRISTENSEN RD
D08 -018
Parcel No.: 2523049039
Address: 16040 CHRISTENSEN RD TUKW
Suite No:
Cit lbf Tukwila
Tenant:
Name: VACANT SUITE 210
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 SUITE 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 DOORS, NEW RELITES
doc: IBC -10/06
DEVELOPMENT PERMIT
* *continued on next page **
Permit Number: D08 -018
Issue Date: 02/06/2008
Permit Expires On: 08/04/2008
Expiration Date: 03/04/2008
Value of Construction: $9,137.00 Fees Collected: $388.13
Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006
Type of Construction: V -B Occupancy per IBC: 0008
D08 -018 Printed: 02 -06 -2008
Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: N
Fire Loop Hydrant:
Flood Control Zone:
Hauling:
Land Altering:
Landscape Irrigation:
Moving Oversize Load:
Sanitary Side Sewer:
Sewer Main Extension: Private:
Storm Drainage:
Street Use: Profit: N
Water Main Extension: Private:
Water Meter: N
Permit Center Authorized Signature:
I hereby certify that I have read and
governing this work will be complied
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
N
N
Number: 0 Size (Inches): 0
Start Time:
Volumes: Cut 0 c.y.
Start Time:
Permit Number: D08 -018
Issue Date: 02/06/2008
Permit Expires On: 08/04/2008
Date:
End Time:
Fill 0 c.y.
End Time:
Public:
Non - Profit: N
Public:
01-40(i1151)
fin ed this permit and know the same to be true and correct. All provisions of law and ordinances
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 erf rm of work. I am authorized to sign and obtain this development permit.
Signatur = i! .� / / Date: t b d
Print Name:
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 -018 Printed: 02 -06 -2008
Parcel No.: 2523049039
Address:
Suite No:
Tenant:
16040 CHRISTENSEN RD TUKW
VACANT SUITE 210
1: ** *BUILDING DEPARTMENT CONDITIONS * **
8: ** *FIRE DEPARTMENT CONDITIONS * **
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
PERMIT CONDITIONS
Permit Number:
Status:
Applied Date:
Issue Date:
D08 -018
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 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.
5: 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.
6: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building
Department (206- 431 - 3670).
7: 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.
9: Maintain coverage and operability of portable fire extinguishers, sprinkler systems and fire alarm systems during
demolition and construction.
10: 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)
11: 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)
12: 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)
D08 -018 Printed: 02 -06 -2008
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
13: 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.
14: 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)
15: 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)
16: 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)
17: 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)
18: 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)
19: 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)
20: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70)
21: 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))
22: Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22)
23: 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)
24: 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)
25: 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)
26: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the
following concerns:
27: 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)
28: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and
#2051)
D08 -018 Printed: 02 -06 -2008
• A
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: 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.
30: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of
such condition or violation.
31: These plans were reviewed by Inspector 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 -018 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
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.
Signature:
Print Name:
AAA
S IAD.Av,e P t, V)
doc: Cond -10/06 D08 -018
Date:
415/Dg
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: 411 ci. tulnvila. x•a. us
GENERAL CONTRACTOR INFORMATION —
(Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5))
Contact Person:
E -Mail Address:
Contractor Registration Number:
Company Name: Co VlI/Le I � P S I
Company Name:
Mailing Address:
/WA
h Group
(Ai
Mailing Address: 220n7 6 N
Contact Person: A prl t
E -Mail Address: apteipeThviopAaas,10,60144
Contact Person:
E -Mail Address:
Q_\ApphicationsWorms- Applications On Line.3-2006 - Permit Applieation.doc
Revised: 9-2006
bh
Building Permit No. - 1)0 9-01e,
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
r �, O l f, King Co Assessor's Tax No.: 252 304 -903 ? 252,30 - ?O78
Site Address: 16 O eryl r l sial f4 si r j7 Suite Number: 2-1 () Floor: 2
Tenant Name: \k CCw+ nu AC New Tenant: ❑ Yes 7.No
Property Owners Name: C/0 U In j C O Pro p2.f h e5 M -
Mailing Address: i&30O CI1ri5- 1(.47 0 -14 1) To kW i to
City
tAi
State
City State
qg 1
Zip
CONTACT PERSON - who do we contact when your permit is ready to be issued
Name: Ay, I c i t f 1 Day Telephone: &25) 670 - 62706
Mailing Address: 226662 C1+ ( . 2c Mowvl +lakeT dffeta tAM atgi 3
Zip
E -Mail Address: Q4r i I Q dasic7) . Cow,. Fax Number: 0 - 4 3 2 -1 4 1
i
Company Name: 1
Mailing Address:
City State Zip
Day Telephone:
Fax Number:
Expiration Date:
ARCHITECT OF RECORD - AU plans must be wet stamped by Architect of Record
sle -Z( ptolinkialre Prate JA- Ord
City State • Zip
Day Telephone: 1,I25 - 1476) - 6766
Fax Number: U15 -77'/ Z / �l
ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record
City
Day Telephone:
Fax Number:
State
Zip
Page I of 6
BUILDING PERMIT INFORMATION - 206 -431 -3670
Valuation of Project (contractor's bid price): $ g I V37 Existing Building Valuation: $ / Za a
Scope of Work (please provide detailed information): JAI%IoV' t(r•Inr , Kato
dmr3 i u,A) 14e_73
Will there be new rack storage? ❑ Yes
X No If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
'For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling:
'Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: 'XI.J�. Compact: eXl 7'� is - Handicap: E Xt Si
Will there be a change in use? ❑ Yes ❑ No If - yes", explain:
FIRE PROTECTION /HAZARDOUS MATERIALS:
Sprinklers Automatic Fire Alarm ❑ None ❑ Other (specify)
Will the be storage or use of fl mable, combustible or hazardous materials in the building? ❑ Yes ❑ No
If "yes', attach list of materials and storage locations on a separate 8 -l.'2 "x 11" paper including quantities and Material Safety Data Sheets.
SEPTIC SYSTEM
❑ On -site Septic System -. For on -site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
Q:\ApplicannnsTonns- Applicanons On LineU -2006 - Permit Applica"on.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
1 Floor
2 " Floor
�7
1 12q /
�-
a '
\I
B
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): $ g I V37 Existing Building Valuation: $ / Za a
Scope of Work (please provide detailed information): JAI%IoV' t(r•Inr , Kato
dmr3 i u,A) 14e_73
Will there be new rack storage? ❑ Yes
X No If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
'For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling:
'Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: 'XI.J�. Compact: eXl 7'� is - Handicap: E Xt Si
Will there be a change in use? ❑ Yes ❑ No If - yes", explain:
FIRE PROTECTION /HAZARDOUS MATERIALS:
Sprinklers Automatic Fire Alarm ❑ None ❑ Other (specify)
Will the be storage or use of fl mable, combustible or hazardous materials in the building? ❑ Yes ❑ No
If "yes', attach list of materials and storage locations on a separate 8 -l.'2 "x 11" paper including quantities and Material Safety Data Sheets.
SEPTIC SYSTEM
❑ On -site Septic System -. For on -site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
Q:\ApplicannnsTonns- Applicanons On LineU -2006 - Permit Applica"on.doc
Revised 9 -2006
bh
Page 2 of 6
Date Application Accepted: t_ t 0-05
Date Application Expires:
I U _
OK
Staff Initials:
I
1. 4
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 ' OR AUT • 1Q ZED GE
Date: I/ ICI QS
Print Name: Apr t 1 I i 1 p t Day Telephone: 2.5) 670 -6 -7(...(c> Mailing Address: 22062 ( q 44-1 ,�,It�2. l� SIP . 2C Mn yrtiC 441/ VJ I/04" q v
Zip
Q :1Appbcations\Fonns- Applicanons On LineU-2006 - Permit Application.doc
Revised: 9 -2006
bh
City State
Page 6 of 6
Doc: RECSETS -06
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:/lwww.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
01.55 02106 9 710 TOTAL 603.00
Parcel No.: 2523049039 Permit Number: D08 -018
Address: 16040 CHRISTENSEN RD TUKW Status: PENDING
Suite No: Applied Date: 01/10/2008
Applicant: VACANT SUITE 210 Issue Date:
Receipt No.: R08 -00088
Initials: WER Payment Date: 01/10/2008 10:32 AM
User ID: 1655 Balance: $237.00
Payee: CONNELL DESIGN GROUP
•
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 15339 151.13
ACCOUNT ITEM LIST:
Description
PLAN CHECK - NONRES
Account Code Current Pmts
000/345.830 151.13
Total: $151.13
Payment Amount: $151.13
7086 01/10 9710 TOTAL 151.13
doc: Receiot -06 Printed: 01 -10 -2008
Prod / ec � / �)
I/ /1 r .._S ll �(J
Type of I ns ction:
/ '/v 9
Address:
Se Called:
6 0 1 0 fih r6-�,v 5r'Ar k a
Da
cial Instructions:
Date Wanted: .
l/ 40 Requester:
m'`
Phone N // o: Q
pp /
I
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION le
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
® Approved per applicable codes. Corrections required prior to approval.
COMMENTS: HF(
r c . -0( (fee 4 • ? 4 �� �.r •2 Fl
Inspector:
Date:
0 $58.00 INSPECTION FEE REQUIRED. Prior to inspection. fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection.
'Receipt No.:
Date:
Project:
;49-e Jlew
Q
r 1410.
Sprinklers:
Type of Inspection:
A Fin�A
Address: i (
Suite #: 2/v
c L 0 " ' SAP,.
u" k d
Contact Person:
CIA i1,
`'are ((4rt
Special Instructions:
-
Phone No.:
206
- 3263
Needs Shift Inspection:
,,JB f tsmaC.uJp,e6
Sprinklers:
Fire Alarm:
Hood & Duct:
as
Monitor: /fbr
Pre -Fire:
Permits:
Occupancy Type:
'S
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA FIRE DEPARTMENT
Approved per applicable codes.
Word /Inspection Record Form.Doc 1/13/06
Do53-•0143
PERMIT NUMBERS
444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407
COMMENTS: /--
f N a L r�.•
ti
n Corrections required prior to approval.
Inspector:
41 Tin
I Date: y/ Vog
Hrs..: 1 v
$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
COMMENTS:
9l
Type of Inspection: ..� .
Address: ) ( 40
Suite #: 7_ 10
CNN (Za.
Contact Person:
't V22. \N
Special Instructions:
Occupancy Type:
Phone No.:
-‘c
c s
- =‘,13\ --
k' .
\,..,'
',.,
I
A 42 ,., d o
(....+ rkQ ,
Project:
9l
Type of Inspection: ..� .
Address: ) ( 40
Suite #: 7_ 10
CNN (Za.
Contact Person:
't V22. \N
Special Instructions:
Occupancy Type:
Phone No.:
Need s Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor: _
Pre -Fire:
Permits:
Occupancy Type:
a
INSPECTION NUMBER
Approved per applicable codes.
INSPECTION RECORD
Retain a copy with permit
Word /Inspection Record Form.Doc 1/13/06
- CITY OF TUKWILA FIRE DEPARTMENT
DOB- cite.
PERMIT NUMBERS
444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407
Corrections required prior to approval.
Date: (.?
Hrs.:
In $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
Project: R ve _ ew, "474
Type of Inspection:
Fire Alarm:
Address: /60 Ghti 4.dn 4 d .
Suite #: 2.0
Contact Person:
rn.
- 14 ,4 4 r _ e , l„,
Special Instructions:
Phone No.:
Needs Shift Inspection: _
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor: _-
Pre -Fire:
Permits:
Occupancy Type:
1
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA FIRE DEPARTMENT
h2,88
PERMIT NUMBERS
444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407
n Approved per applicable codes.
COMMENTS:
rot.
' -!
Inspector:. G,l ,S1 S
Date: 3JZYJGc
Hrs.: /
rs..
$80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. Call to schedule a reinspection.
Word /Inspection Record Form.Doc
}
1/13/06
Corrections required prior to approval.
T.F.D. Form F.P. 113
ACTIVITY NUMBER: D08 -018 DATE: 01 -10 -08
PROJECT NAME: VACANT SUITE #210
SITE ADDRESS: 16040 CHRISTENSEN RD
X Original Plan Submittal
Response to Correction Letter #
Response to Incomplete Letter #
Revision # After Permit Issued
DEPARTMENTS:
.(, '-
vision
B
/ �
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
g
Complete
PLAN /ROUT SLIP
Public Works
Fire Prevention
Structural
Incomplete
n
Plan Division IC
Permit Coordinator
DUE DATE: 01- 1 -08
Not Applicable
Comments:
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire 0 Ping ❑ PW ❑ Staff Initials:
TUES/THURS ROUTING:
Please Route ►� Structural Review Required ❑ No further Review Required
REVIEWER'S INITIALS:
DATE:
n
APPROVALS OR CORRECTIONS: DUE DATE: 02 -12 -08
Approved n Approved with Conditions IV1 Not Approved (attach comments) n
Notation:
REVIEWER'S INITIALS: DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
Documents/routing slip.doc
2 -28 -02
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
Impaired
Date
NIELSEN, CRISTIAN
VICE PRESIDENT
02/26/2001
RLI
INSURANCE
CO
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, Electr n 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.
is
Page 1 of 2
https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= GATEWCS992C3 02/06/2008
GENERAL NOTES
ABBREVIATIONS
PROJECT DATA
DRAWING INDEX
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.
S 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.
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,
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
S E
MINIMIZE DISRUPTIONS OF ADJACENT TENANTS DUE TO NOISE, ODOR, CORRIDOR FUMES
VIBRATION. ALL COMMON LOBBY AND CORRIDOR SPACE SHALL BE KEPT CLEAR OF DUST,
DEBRIS AND CONSTRUCTION MATERIALS AT ALL TIMES.
N WITH MANUFACTURER'S ACTURE R ' S LATEST
. ALL WORK SHALL BE APPLIED IN ACCORDANCE
RECOMMENDATIONS OR WRITTEN DIRECTIONS.
ALL OARD UNLESS OTHERWISE NOTED.
. ALL DIMENSIONS ARE TO FACE OF GYPSUM WALL BOARD
. 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 8E THE RESPONSIBILITY OF THE CONTRACTOR. TO LOCATE ALL EXISTING UTILITIES
WHETHER .I !OWN 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 15 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 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 I.B.G.
17. ALL EXPOSED GYPSUM BOARD TO HAVE METAL EDGES AT ALL CORNERS AND WALL
INTERSECTIONS. •
•
18. ALL GLASS AND GLAZING SHALL COMPLY WITH THE 2006 I.B.C.. AND THE
U.S. PRODUCT SAFETY COMMISSIONS: SAFETY STANDARD FOR ,' GLAZING
MATERIALS. y .
IOi. 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.PA. 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 2006 I.B.C.
26. ALL LAY -IN ACOUSTICAL CEILING GRIDS SHALL BE INSTALLED AND SECURED PER THE
2006 I.B.G. STANDARDS FOR EARTHQUAKE ZONED ASME 0635 C656_
21. PROVIDE OR MODIFY AS NEEDED SPRINKLER, ALARM AND SMOKE DETECTION SYSTEM PER
APPLICABLE CODES, INCLUDING IF NECESSARY FIRE HORNS, STROBE LIGHTS, CONTROL
PANEL GONNEGTIONS, SMOKE DETECTORS, AUDIO VISUAL ALARMS. SUBMIT SHOP DRAWINGS;�
TO THE FIRE MARSHAL FOR APPROVAL.
28 . TENANT TO PROVIDE AND INS THE TELEPHONE AND DATA COMMUNICATION CABLING_
CONTRACTOR T COORDINATE SCHEDULING AND OTHER REQUIREMENTS WITH TENANT.
2 MECHANICAL SYSTEM: CONTRACTOR SHALL VERIFY AND PROVIDE A COMPLETE HVAG
SYSTEM WHICH CONFORMS TD THE OWNERS HVAG SPECIFICATIONS. CONTR SHALL BE
RESPONSIBLE FOR ALL ROOF PENETRATIONS AND PATCHING, ANY SCREENING OF
ROOF - MOUNTED MECHANICAL UNIT REQUIRED BY GOVERNING JURISDICTION-
50. PROVIDE OR MODIFY AS NEEDED EMERGENCY LIGHTING.
31. :::::::::;:z PART OF TCT':
32. ANS 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 PROJECT. THE
DESIGNER WILL DEFINE THE INTENT OF ANY IN QUESTION.
33. D O NOT SCALE DRAWIN GS. 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, RELITES, HARDWARE , DOOR AND RELITE FRAMES OR
OTHER STANDARD DETAILS, THEN CONTRACTOR MUST VERIFY WITH DESIGNER AND OWNER
PRIOR TO CONSTRUCTION.
ACCOUS. ACOUSTIC /ACOUSTICAL LAM. LAMINATED /LAMINATE
ACT_ ACOUSTICAL TILE 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
BD• BOAR MAX. MAXIMUM
BLDG./BLD. BUILDING
B/S BUILDING STANDARD MFG. MANUFACTURER
MECH. MECHANICAL
MED. MEDIUM
GAB. CABINET MIN. MINIMUM
GLG./CLDG. CEILING MIN. MINIMUM
CL OR C CENTER LINE MISC. MISCELLANEOUS
GLKG. CAULKING M. MOUNTED
Mme.
COL. COLUMN MTL. METAL
CONT. CONTINUOUS MW. MICROWAVE
CONC. CONCRETE
GONST. CONSTRUCTION
CONTR.. CONTRACTOR N. NORTH
CPT. CARPET N.I.G. NOT IN CONTRACT
G.W. COLD WATER N.T.S. NOT TO SCALE
NO. NUMBER
D. DEEP
DEPT. DEPARTMENT OFF. OFFICE
DET- DETAIL O ON GENIE R
G
DIAG. DIAGONAL . OFF- OWNER FURNISHED
DIA. DIAMETER O.F.G.I. CONTRACTOR INSTALLED
DIM. DIMENSION O.F.0.1. OWNER FURNISHED
DBL DOUBLE OWNER INSTALLED
DWG. DRAWING
D.F. DRINKING FOUNTAIN PNL PANEL (N G)
D N PT. PAINT OWN PART. PARTITION
D.N. . DOWN
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 RAD. RADIUS
REF. REFERENCE
F.1.0 FURNISHED
INSTALLED BY OTHER REGD. REQUIRED
REV. REVISED /REVISION
F.A. FIRE ALARM R.O. ROUGH OPENING
F.E. FIRE EXTINGUISHER RM. ROOM
F.E.G. FIRE EXTINGUISHER CABINET
FIN. FINISH S. STAIR
FIXT. FIXTURE SECT. SECTION
FD. FLOOR DRAIN SHT. SHEET
FLR. FLOOR SIM. SIMILAR
F.O-I.G. FURNISHED BY OTHER SPEC. SPECIFICATIONS/
INSTALLED BY
CONTRACTOR SPECIFIED
S. SOUTH
FT. F OOT OR FEET STL. STEEL
5ST- STAINLESS STEEL
GALV. GALVANIZED STD. STANDARD
STOR. STORAGE
GL. GLASS /GLAZING /GLAZED STRUG. STRUCTURAL
.B. GYPSUM
G.W.B. ALL BOARD
GYP. GYPSUM SUSP. SUSPEND /SUSPENDED
SW. SWITCH
H. HIGH
H TEL. TELEPHONE
GP. HANDY CAP
HD.WD. HARD WOOD TEMP. TEMPERED
HD. HEAVY DUTY TYP_ TYPICAL
HM. HOLLOW METAL
HORZ. HORIZONTAL U.L. UNDERWRITERS
HT. HEIGHT LABORATORY
HR. HOUR
HVAG. HEATING, VENTALATING U.P.G. UNIVERSAL PLUMBING
GODS
AIR CONDITIONING
H.W. HOT WATER VOL. VOLUME
VAR. VARIABLE/VARIES
_B.G. NTERNATIONAL BUILDING V.C.T. VINYL COMPOSITION •TILE
CODE VERT. VERTI,-AL/ - - i- I.-ALLY
NW. NCANDESCENT V.P. VENEER PLASTIC
NGL- NGLUDE
NFO. NFORMATION !N.B. . WOOD BASE
NTSUL. NSULATE (D)(ING) W.G. WALL COVERING
N NTERIOR WD. WOOD
WT. WEIGHT
JAN. JANITOR W. WIDE
J JUNCTION BOX W/ WITH
JT. JOINT W.H. WATER HEATER
T. WEIGHT
PROJECT ADDRESS: 16040 CHRISTENSEN RD
BUILDING #I - SUITE 210
TUKWILA, WA (181 55
GOVERNING CODE: 2006 I.B.G.
(STATE OF WASHINGTON AMENDMENTS)
USE ZONE: TUC
TI.D COVER SHEET
TI.I EXITING PLANS - SECOND FLOOR
Al .O DEMOLITION /PARTITION, ELECTRICAL /PHONE /DATA 4
INTERIOR FINISH PLANS
A2.0 REFLECTED CEILING PLAN 4 CEILING DETAILS
OCCUPANCY: B
CONSTRUCTION TYPE: V - - FULLY SPRINKLERED
�±
G 1 -FLOOR TWO KEY PLAN
_
ENERGY GORE: 2006 WASHINGTON STATE
CONTRACT
THIS SUITE
ENERGY GODS
► -�
ACCESS CODE: ICC /ANSI AIIL.i -2005
PLUMBING GODS: 2003 U.P.C
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 P ERMIT)
CONSTRUCT. AREA: SUITE 210 - 1,287 SF
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LEGAL DESCRIPTION
KING GOUNTI' PARCEL NJM�R: BUILDING I - 16040 CHRISTENED! AVE - 25=04 AND 25304 - 40'18
KIN& COUNTY PARCEL NJMBER: 13JILDiN6 2 - 16000 CHRISTENEH4 AVE. - 252304 -eV/I
�•
I in section 25, Township 23
under King County
feet, throu a central
gh
which bears north I5° 32' 26'
non- tangent cave to the right,
along the arc oP a tangent
feet; thence north 02° 13 37'
thence south 41° 40' I9" east
south 32° 3P 34' west, 5
31° 16' 45' west, 1124 feet;
the arc of a non - tangent
00" west, 413b feet; thence
west, 144.50 feet; thence south
a non - tangent curve to the
feet to the true point of
Glty of Tukwila boundary line
King County Recording No.
[rid 7406050094); TOGETHER
described centerline:
thence north 89° 46' OO'
arc of a trngent curve to the
over a portion of Revised Lots
to the end of this centerline
of the following described
description; thence
44° 54' 08' to a point of
thence southeasterly 234.41
of' cuv c
atu -e thene
30° 56' 06' to the end of this
Lot I In Section 25 Township
recorded under King County
1737 feet; thence south 63°
feet; thence south 02° I3'
curve to the right, having a
of 62.00 feet, through a central
the right, having a radius of
curvature; thence westerly
� feet; curve thence
the
lying within the 30 foot City of
King County Recording N is .
Short Plat No. 78- 16-55,
easement over a portion of
south 0O° 14' OO" east
continuing north S4° 46'
and utilities easements over
00 14' 00' west, 13.00
14' 00" west, 226.00 feet
of Parcel 4 of City of Tukwila
the arc of a non- tangent
41.84 Peet along the arc
00' east 115.40 feet; thence
east 17.19 feet to Point'E';
angle of O9° 28' 561' to a
thence south 34° 31' 52" west
00 58' 22' east 6239 feet;
west 34334 feet to the
boundary line adjustment No.
under King Gounty
No. 81- 40 -19LA, lying 12 feet
along the arc of ' tangent
KING COUNTY PARCEL NJt R BUILDING 3 - 16300 CHRI5TEREEN AVE - 2 304 -g07S
t.r 1 1ON
P
-
That portion or the W.H. Gillian Donation Land GIom *40 and of the southwest quarter or the southeast quarter of Section 24, Township 23 North, Range 4 East, W.M., and of Government Lot
North, Rage 4 East, W.M., in King County Washington, more par'ticular'ly described as follows= Commenting at the northwest corner of Parcel 2 of City of Tukwila Short Pict *78 -16-55 as recorded
Recording No. 7906050098; thence south b4° '' 52' East, 24.55 feet to a point of c 16640 urvature; thence easterly Ib$0 Peet along the arc of a terrgent curve to the left, having a radio of
radios 0
0 angle of 10• I7' 42" to the true point of beginning; thence continuing easterly (46.87 feet along the arc non-tangent a nrtangent curve to e left, having a radius of 935:00 feet, the radius point of
east, through a central angle of 09° oo' or to a point on said curve; thence north OW 34' 56' east, 66.28 feet to a point of curvature; thence northeasterly 636 feet along the arc of a
having a radius of 62.00 feet, the radius point of which be south 22° 03' 30" East, through a central angle o 06. 20' 30" to a point of reverse curvature; thence northeasterly 25.15 feet
curve to the left, having a radius of 20.00 feet, through a central angle of 12° 03' 23" to a point of tangency; thence north O2° I3' 37 east, O. feet; thence south 87° 46' 23' east, 6b7
east, 106.77 foot thence north 71° 04' 01' east, 5122 feet; thence north 48 35' 00" east, 6021 feet; thence south 8q• 41' 00• east, 110.00 feet; thence north 48° le' 41' east 55.00 feet;
48.14 feet; thence south 21° 47' 54• east. 4 feet; thence south 03° 44' S6' west, 40.46 feet; thence south 24 03' 53' west, 4837 feet; thence south 34° 161' 22" west, 6285 feet; thence
Peet; thence south 35• IS' 26' west, 511.79 feet; thence south 39' 40' Or nest, 6'362 feet; thence south 40' 0 0' 29' west, 66.84 feet; thence south 24° 07' 34• west, 35.76 feet; thence south
thence north Tr* 25' 04' west, 1o5.511 feet; thence north 12' 34' 56' east, 28.00 feet; thence north Tr 25' 04• west, 50.5e feet to a point of curvature; thence sarths sterly 52.96 feet along
curve to the right, having a radius of 320.0 feet, the radius point of which bears north 611° 42' 5'" west, through a central angle or 09° 2$' S'" to a point of tangency; thence south 2 46'
north 60° 14' 00" west, 1'1.1e feet; thence south 89 46' 00' west, 24 .61 feet; thence south 00' 14' 00' east, 8.50 feet; thence south 89° 46' 00' west, 2 feet; thence north 0O° 14' 00'
811' 46' 00' west, 26150 feet; thence north 00° 14' 00" west, 34.00 feet; thence north 16° 05' 55" east, 20.47 feet to a point of curvature; thence southeasterly e.43 feet along the arc oP
left, having a radius of 968.50 feet, the radius point of which bears north 16° 05' 55' east through a central angle of 00° 33' 211" to a point on said curve; thence north 15° 32' 26" east 3350
beginning; EXCEPT that portion thereof lying Nthin the 30 foot City of Seattle Pipeline right-of -way as recorded under King County Recording No. 4I06155. (ALSO KNOWN AS revised Lot I.
a:djustnner+t No. 81- 40 -SLA, recorded under King County Recording No. $112160540•, said boundary Tine being a revision of tarty of IIa bou ndry line adjustment No. 81- I• -SLA, recorded under
810205038e, which revised City of Tukwila Short Plat No. 78 -Ib-55 recorded under King County Recording No. 7'0603009$, also recorded under King County Recording Nos. 7906O
WITH a 24 foot Ingress, egress, crud utilities easement over a portion of Revised Lacs 3 of said City of Tukwila boundary line adjustment No. 81 -40 61-4, lying 12 feat on each side of the following
Commencing at the nominees( corner or Parcel 3 or said City of Tukwila short Plat No. IS-lb-SS; thence south 0O° 14' 00' east, q feet to the point of beginning of this centerline description;
east 18450 Peet to point "D "; thence continuing north 89• 46 00' east, 22.00 Peet; thence north 2e° 46' 00' east, 1436 feet to a point of curvature, thence northerly 6555 feet *font 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 TOGETHER WITH a 25 foot ingress, egress, and utilities easement
2 a 3, said bovndery line adjustment Na. 81- 40 -SP., L lying 12.5 feet on each side of the following described centerline; Beginning at Point "D•; thence north OO° 14' 00• west, 226.00 feet
awl description; ALSO TOGETHER WITH a 24 foot ingress, egress and utilities easement, over a portion of revised Lot 2, said boundary line adjustment No. 81- 40 -BLA, lying 12 feet on each side
centerline; Commencing at the southwest corner of Parcel I of said City of Tukwila short Plat No. 78- 16-55; thence north 00' 14' 00• west, 21.41 feet to the point of beginning of this centerline
southeasterly 43.10 Peet along the arc of a non - tangent curve to the right, having a radius of 55.00 feet, the ream point of which bears south 00° I9' 00" west, through a central angle oP
reverse curvature; thence southeasterly 31.04 feet along the arc of a tangent curve to the left, having a radius of 100.00 feet, through a central angle of 21 14' SI" to a point of curvature;
feet along the arc oP non
-tangent n- tangent curve to the left, having et radius of 8861b2 Peet, the radius point of which bears north 23° 58' 01 east through a central angle of i5° 05' 50" to a point
non-tangent 48.14 feet along the arc of a non ent curve to the left, having a radius of 80.00 feet, the radius point of ►Mich bears north O8 52' 06' east through a central angle of
centerline description.
PA 2:
That portion of the W.M. Gilliam Donation Land Glair No. 40 cnd of the southwest evertor of the southwest quarter of section 24, Towrohrp 23 North, Range 4 East, W.M., and of Government
23 North, Range 4 East, KM, in King County, Washington, more pa'ttcularly desisted as follows: Beginning at the southwest corner of Parcel I of Glty of Tukwila Short Plat No. 78 -16-55 as
Recording No. 7906050048; thence north 00° 14' OO" west, 188.41 feet; thence south 861 00" east, 10.00 feet; thnenee north 00 14' 00! west; 6.52 feet; thence north 10° 34' 00" west,
Cr!' ' II' east, $8.95 feet; thence with 42° 04' 00' east, 10.22 feet; thence south 57 21" oast, 102.40 feet; thence south 8north 4 55' 20" east; 121.50 feet; thence north 11° 04' O1' east, 25.00
57 west, 106.77 feet; thence north Sr 46' 23' west, bbl feet; thence south 02° I3' 37 west, 0.44 feet to a point of curve/two; thence wvthivesterly 25.15 feet along the arc of a tcreent
radius or 20.00 feet, through a central angle of 72° 03' 23" to a point of reverse curvature thence southwesterly 626 feet along the arc: of a tangent curve to the left, having a radius
angle of 06° 20' 30" to a point on said curve; thence south 06° 34 56' west, 66_26 Peet to a point of curvature; thence northwesterly 14627 feet along the arc of a non - tangent u i ve to
'55.00 feet, the radius point of which bears north O6° 32' 25' east, through a central angle of 09 Or to a point on said cove; thence south 15° 32' 26" west, 33.50 feet to a point of
s south I� along st
th 4 6 0 00' point east, 950 feet; � th� IV" svt 00 14 ' 00 east, a
t thence ou 33'
' nest, 2 0.x► feet s� south 00° 14' 00 ' fi t, 34.00 feet; thence north 3 144.50 fee I 61 b' to
south 00° 14' 00' east, 5.50 feet; thence south Sri° 46' 00" west, 11550 feet to Paint "A "; thence north 00° 14' 00" west, 34(.00 feet (whine point oebeginning: EXCEPT that portion thereof
Seattle Pipeline Right- of-way as recorded under Ktrng Canny Reeard�No. 41061557 (ALSO KNOWN AS revised Lot 2, City of Tukwila boundary line adjustment No. 81- 40 -BLA, recorded under
8112160540; said bourndart11 fife being a revision of City of TUua tine adjustment No. 6I- I-19LA recorded under Keg county Recording No. 8102050384, which Revised City of Tukwila
recorded under King County Recording No. 79060x'7048, also under King Caxtty Recording Numbers 79 egress, O6OS00:11 and le0b050091); TOGETHER WITH a 24 foot ingress, e-ess, and utilities
revised Lot 3 of City of Tukwila Boundary Line Adjustment No. 81- 40- 13i.A. Tying 12 feet on each s{de of the following described tenterIfne Commencing at Polnt•A• as described above; thence
73.90 feet to the point of begin is centerline description; thence north S'° 46' 00 east, 46.50 feet to Point"B•; thence continuing north S9° 46' 00" east, (ADO feet to Point•C•; thence
4O• east, 64.00 feet to Point"D'; continuing north $q° 46' 00" east, 12.50 feet to the or of this centerline description; AL50 TOGETHER WITH The following 25 foot Ingress, egress
portion of revised Lots 1 and 3 of City of Tukwila boundary Tire adjustment No. 81- 4O-13LA lying 12.5 feet on each side OF the following deserted centerline; Beginning at Point • thence north
feet to the and of this centerline description; Beginning at Point'G , thence north 00° 14' OW west, 48 centerline .50 feet to the end of this description; Beginning at Poiret) ", the north 00°
to the end �'I' centerline �
PARCEL 3:
That portion of Government Lot I In Section 25, Township 23 North, Range 4 East, W.M., in King County, Washington, more particularly described as follows: Beginning at the Southwest corner
Short Plat No. 78 -16-55 as recorded under King County Recording No. 79060500618; thence north 00° 14' 40' west, 210.00 feet to a point of au- vatwe; thence northerly 104.72 feet along
curvo to the left, having a radius of 40.00 feet, the radius point of which bears north 00' 14' 00' west through a central angle of 150° 00' O to a point of reverse curvature; thence northerly
of a tangent curve to the right, having a radius of 40.00 feet, through a sent -al angle of 60° 00' 00" to a point of tangency; thence north 00° 14' 00" west 12131 feet; thence north 84° 46'
north 00° 14' 00• west 854 feet; thence north 89° 46' 00" east 9850 feet; thence north 00° 14' 00" west 6.50 feet; thence north 861° 46' 00• east 24b1 feet; thence south 60° 14' 00'
thence north 29° 46' 00' east 44.36 Peet to a point of curvature; thence norther) 52.616 Peet along the arc of a tangent curve to the left, having a radius of 320.00 feet, through a central
point on said curve; thence south 77 04" east 30.58 feet; thence south 12° 34' 56" west 28.00 feet; thence south 77° 25' 04" east 1055e feet; thence south 31° 16' 45' west 11.04 feet;
6054 feet; thence south 30° 51' 21' west 61.18 feet; thence south 13° 16' 05" west 53.14 feet; thence south 15 21" west 51 .52 feet; thence south IS 48' 40• west 5433 feet; thence south
thence south 00° I$' 55' west 41 .21 feet; thence south o7° 361' l6• east 53.77 feet; thence south 18 27' 46" east 5631 feet; thence south 27° 57' IT east 8 .24 feet; thence north SW 47' 00"
point of begriming. (BEING KNOWN AS revised Lot 3, of City of Tukwila boundary line adjustment No. 81.40 -131._A as recorded under King County Recording No. 8112160540, being a revision of
81 -I -S1A as recorded under King County Recording No. SIO20503861, which revised City of Tukwila Short Plat No. 78- 16-55, recorded under King County Recording No. 7go6050098, also recorded
Recording Nos. 7906050047 and 71060 TOGETHER WITH a 24 foot Ingress, egress, and utility easement over a portion of revised Lot I of City of Tukwila Boundary Line Adjustment
on each side of the rationing described centerline: Commencing at Point'E• as described above: thence north 2e° 46' 00' East 4436 feet to a point of curvature; thence northerly 65.55 feet
curve to the left, having a radius of 320.00 feet, through a central angle of n° 44' 10" to a point on said curve thence savth 77. 25' 04' East 30.00 feet to the end of this centerline description.
..
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CO .M: NELL
planning interiors architecture
DESIG
22002 - 64th Avenue W., Suite 2C
Mountlake Terrace, WA 98043
T: 425 -670 -6706 F: 425 - 774-8219
REGISTRATION
Yoke
teceipt
SHEET NO.
PROJECT NAME
SPEC SUITE 210
RIVERVIEW PLAZA
TENANT IMPROVEMENT
BUILDING 1 - FLOOR 2
SUITE 210
16040 CHRISTENSEN ROAD
TUKWILA, WASHINGTON 98188
DESIGN TEAM
PROJECT NO.:
07.146
PRINCIPAL:
CK
DRAWN BY:
VSS
CHECKED BY:
CK
ISSUED /REVISIONS
1 -10 -08 ISSUED FOR PERMIT
PROJECT CONSULTANTS
SHEET TITLE
COVER SHEET
FCE VEI
JAN 10 2008
PERMIT CENTER
T1.0
-i.t;ItitartairlifflOaWatunt.
SCALE: 3/52 n 1
I
EXITING PLAN-SECOND FLOOR
1=1:=11=2=3=1131
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CONTRACT THIS SUITE
IC=
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CO NELL
planning interiors architecture
DESIG
22002 - 64th Avenue W., Suite 2C
Mountlake Terrace, WA 98043
T: 425-670-6706 F: 425-774-8219
Elimmommionimmis
REGISTRATION
PROJECT NAME
SPEC SUITE 210
RIVERVIEW PLAZA
TENANT IMPROVEMENT
BUILDING 1 - FLOOR 2
SUITE 210
16040 CHRISTENSEN ROAD
TUKWILA, WASHINGTON 98188
DESIGN TEAM
PROJECT Ma:
07.146
PRINCIPAL
CK
DRAWN BY:
VSS
CHECKED BY:
CK
ISSUED/REVISIONS
1-10-08 ISSUED FOR PERMIT
PROJECT CONSULTANTS
SHEET TITLE
EXITING PLAN
SHEET NO.
4676
STATE OF WASFINGTON
RFCEIVEr
JAN 1 0 2008
PERMIT CENTER
T1.1
DOOR SCHEDULE - NOTE: REMOVE EXIST. INTERIOR OFFICE DOORS & FRAMES. (4) TOTAL
DOOR*
RATED
YMIDTH
HEIGHT
TYPE
FRAME
MAT.
FRAME
FINISH
HARDYVARE
REMARKS
201
20 MIN.
3' -0'
13/5
B
B/5
B/5
H M-2
BID ALT - PROVIDE NE3'V STAIN COLOR 4 FINISH, VFY COST W/ OWNER PRIOR TO ORDERING
MATCH STAIN 4 FINISH W/ DOOR Iii BLDG 3, 5TE 304. WY W/ OWNER PRIOR TO ORDERING
202
-
3' -0"
WS
A
B/5
B/5
HW-I
MATCH STAIN 4 FINISH W/ DOOR 0 BLDG 3, STE 304. VEY V4/ OWNER PRIOR TO ORDERING
203
-
3' -0"
B/5
A
5/5
13/S
I'bM -I
MATCH STAIN 4 FINISH W/ DOOR ® BLDG 3, STE 304. VFY W/ OWNER PRIOR TO ORDERING
204
-
3 -0"
B/5
A
13/5
B/5
H l-I
MATCH STAIN 4 FINISH W/ DOOR ® BLDG 3, STE 304. VEY W/ OWNER PRIOR TO ORDERING
205
-
3' -0"
B/5
A
B/5
5/5
HW-I
MATCH STAIN 4 FINISH NU DOOR o BLDG 3, STE 304. WY V4/ OWNER PRIOR TO ORDERING
DOOR TYPES
HARDWARE TYPES - VERIFY WITH OWNER
B/5 20 MIN. RATED
GORE'.
W I - TENANT INTERIOR LATCHING
E3/5 SOLID CORE SOLID ODOR
B/5 RATED
HW-2 -
ASSEMBLY
I
B/5 ENTRY DOOR HARDWAE
DOOR AND DOORWAYS
AT. = BUILDING
4 CLOS
SHLL GMLY W1114 ICG /ANI AII1.I -2003 GODES, SECTION 404
STANDAD
NTTOR TO REUSE AND RELOATE EX1511NG DOORS AND HDWARE WHE POSBLL DOORS TO BE BOUIPPED WITH LEV-TYPE LATCHING HAP MA E OR O11
VED HANDICAP ACCESSLE CONIGURATION PER ICC /ANSI 4042.6
L DOORS TO BE OABL.E FOM 11-E INSIDE WITHUT A KY OR ANY SCIAL
EDGE OR EFORT.
ISTING DOORS TO REMAIN.
®
.
(201)
SCALE: 1/8 " =1' -0"
Rr 4ek40nas+t _ , an , �,.,• ,,,•• 4rltlkcds.. 1_
EXIST.
CONF.
202
DEMOLITION NOTES
PARTITION NOTES
CONTRACTOR TO VERIFY DIMENSIONS FOR ALL PLUMBING PARTITIONS.
PARTITION LEGEND
KEY NOTES
I. DEMO EXISTING PHONE BOARD 4 CABLES.
2. REMOVE EXISTING SERVER EQUIPMENT RACK
EXIST.
205
I I
IC
[204 I
OPEN OFFICE
1 201 1
EXIST.
71 -ri
►� F - -- — it --- -� I� �= �� __
II I II
DEMOLITION /PARTITION PLAN
WHERE DEMOLITION OCCURS, ALL REMAINING WALLS ME TO SE PATCHED, SANDED SMOOTH AND
PREPARED FOR FINISHING AS REQUIRED. REMOVE EXISTING FLOOR FINISHES. PATCH AND PREPARE
FLOORS AS REWIRED 1=0R SMOOTH, LEVEL FINISH.
ALL EXISTING WALL FIN151-1E5 TO BE REMOVED. WALLS ARE TO BE PATCHED, SANDED SMOOTH AND
PREPARED FOR NEW FINISHES AS REQUIRED.
WHERE NEW PARTITION MEETS EXISTING FURRED COLUMN OR CORE WALL, REMOVE CORNER BEAD, ALIGN,
TAPE AND SPACKLE NEW PARITION TO EXISTING GYPSUM BOARD.
ALL CONSTRUCTION TO REMAIN AND AFFECTED BY DEMOLITION SHALL BE PATCHED AND SPACKLED AND
BE PROPERLY MEMEERED AND ALIGNED SO AS TO LEAVE NO EVIDENCE OF PATCHING OR REPAIRS.
EXISTINS a.EGTRIGAL AND T6.EPH0HE CUTLETS LOCATED ON DEMOLISHED WALLS ARE TO BE REMOVED
INCLUDING CONDUIT AND WIRING BACK TO JUNCTION BOX LOCATIONS ARE TO EE PATCHED AND
REPAIRED TO BE I UJSH WITH ADJACENT WALL SURFACE.
WHERE PLUMBING FIXTURES ARE BEING RByi VED OR WHERE EXPOSED FUMING PIPES OCCUR, CAP LINES
BEHINp FINISHED WAGES. PATCH AND REPAIR AS REQUIRED.
ALL EXISTING CONSTRUCTION WHERE INDICATED INCLUDING ELECTRICAL, TELI3940tE., PLUMBING AND
MECHANICAL DEVICES NOT OTHERWISE INDICATED ON THESE CONSTRUCTION DRAWINGS SHALL BE
REMOVED IN A CAREFUL MANNER SO AS NOT TO DAMAGE ADJOINING CONSTRUCTION.
CONTRACTOR TO VERIFY ALL DIMENSIONS. ALL DISCREPANCIES MIST BE BROUGHT TO THE IMMEDIATE
ATTENTION OF THIN 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 BE NO EXPOSED PIPE, CONDUIT, DUCTS, VENTS, ETC. ALL SUCH LINE'S SHALL BE CONGEALED
OR FURRED AND FINISHED, UNLE56 SSE NOTED AS EXPOSED CONSTRUCTION ON DRAWINGS.
OFFSET STUDS, *ERE 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 THE DRAWINGS.
DOOR AND CASED OPENINGS WITHOUT LOCATION DIMENSIONS An TO BE SIX INCHES FROM FACE AT HINGE
SIDE OF DOOR TO ADJACENT PARTITIONS.
ALL EXIT DOORS SHALL BE OPERABLE FROM TINE INSIDE WITHOUT USE OF KEY OR ANY SPECIAL
KNOWLEDGE OR EFFORT.
PROVIDE SHEET METAL REINFORCING (8' HORIZONTALLY MOUNTED STRIP OF 20 GA. GALVANIZED SHEET
METAL) IN PARTITIONS FOR INSTALLATION OF WALL HUNG CABINET WORK AND PANELING WHERE INDICATED
ON DRAWINGS INCLUDING ALL OMER PROVIDED ITH"15.
CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR DESI64ET2 AND TENANT APPROVAL PRIOR TO
MANUFACTURE OF ANY CABINET WORK, MILLWORK, MD ANY OTINEZ SPECIAL ITEMS REOUIWNG CUSTOM
SHOP FABRICATED WORK
—= DEMOLITION
EXISTING PARTITION TO RH4AIN.
: ---
5/5 2'-0" x FULL HEIGHT SAFETY GLASS RELITE IN 5/5 MANE.
O
c BID ALT - REMOVE EXIST. ENTRY RELITE, PROVIDE NEW 45 MINUTE RATED RECITE 4 RATED FRAME
ASEL.Y, VERIFY COST WITH OWNER PRIOR TO ORDERING
1
SCALE: I /8"= I I -0 "
CON
4
EXIST.
OFFICE
C ICE
Q
OPEN OFFICE
I201I
t,*
ELECTRICAL /PHONE /DATA PLAN
ELECTRICAL NOTES - VERIFY FINAL LOCATIONS WI
TENANT
ALL WALL MOUNTED TELEPHONE AND ELECTRICAL OUTLETS TO BE INSTALLED I8' ABOVE FLOOR UNLESS
OTHERWISE NOTED.
ALL/ANY CORE DRILL LOCATIONS SHALL BE VERIFIED WITH DESIGNER PRIOR TO DRILLING. ALL UNUSED CORE
DRILLS SHALL BE PLUGGED AND CAPPED AS REQUIRED TO MAINTAIN FLOOR FIRE RATING, IF REWIRE
ALL TELJF'HONE AND COMPUTER WIRES SHALL BE PULLED BY TENANT'S CONTRACTOR UNLESS OTHERWISE
NOTED. ELECTRICAL CONTRACTOR SHALL PROVIDE FULL WIRES AND BOXES AT EACH LOCATION.
ELECTRICAL LEGEND
EXISTING WALL MINTED DUPLEX RECEPTICAL OUTLET
EXISTING WALL MOUNTED QUADRAPLEX RECEPTACLE OUTLET
EXISTING WALL MOUNTED COMBINATION TELEPHONE AND DATA OUTLET
EXISTING MUD RING LOCATION
EXISTING WALL MOUNTED DUPLEX RECEPTACLE OUTLET - DEDICATED I20V, 20A
6FI 6ROUND FAULT INTERRLIF'TER
+44 HEIGHT ABOVE FINISHED FLOOR
LOCATION AND COST)
N= CONTRACTOR TO REUSE AND / OR RELOCATE EXISTING ELECTRICAL / TELEPHONE OUTLETS
WHERE POSSIBLE
ALL EXISTING ELECTRICAL / TELEPHONE OUTLETS NOT SHOWN ARE TO REMAIN.
USE BUILDING STANDARD ELECTRICAL FIXTURES Tl- RDUGHOUT UNLESS OTHERWISE NOTED.
(NOTE. ALL ELECTRICAL TO BE VERIFIED W/ TENANT FOR
CONF. OFFICE EXIST.
202 1. 203 1204
(cpr-0 (c,t2T4
F A
I` /I
/
I , I
I . , I
I x I
I / ` I
I / `
i
SCALE: I/8 " =1'-O"
INTERIOR FINISHES PLAN
FINISH LEGEND
FLOOR GQYE RWGS:
GPT -I CARPET
LOCATION:
PROVIDE TM:05FM
RB-I Fireees BASE
LOCATION:
THROUGHOUT
WALL FINISHES:
PT -I MAIN FIELD PAINT
LOCATION(5):
PROVIDE THROUGHOUT
0F64 OFFICE
1 201 1
1x16: SHAW
PATTERN: TERRA
COLOR WILLOW
5A03T -37SI5
QUALITY: ROLL GOODS
MFG: ROPPE
DOLOR: BLACK/BROWN
tP -193
OAL.ITY: 4' COVE
MFG: SHERWIN WILLIAMS
COLOR: EXTRA WHITE
41 5MOC76 (TO BE APPROVED)
FINISH: TBD
FINISH NOTES AND STANDARDS
I. PAINT ALL NEW WALLS 4 WALJS ADJACENT TO DEMOLITION.
r•
EXIST.
EXIST.
OFFICE
1 205 1
GPT-
planning interiors architecture
DESIG
22002 - 64th Avenue W., Suite 2C
Mountlake Terrace, WA 98043
T: 425 - 670 - 6706 F: 425 -774 -8219
eilemoses
REGISTRATION
PROJECT NAME
SPEC SUITE 210
RIVERVIEW PLAZA
TENANT IMPROVEMENT
BUILDING 1 - FLOOR 2
SUITE 210
16040 CHRISTENSEN ROAD
TUKWILA, WASHINGTON 98188
DESIGN TEAM
PROJECT NO.:
07.146
PRINCIPAL:
CK
DRAWN BY:
VSS
CHECKED BY:
CK
CO NELL
PROJECT CONSULTANTS
SHEET NO.
PAUL T•' A
STATE OF WA$I-NaTON
ISSUED /REVISIONS
1 - 10 - 08 ISSUED FOR PERMIT
RECFVEC
JAN 10 2008
PERMIT CENTER
SHEET TITLE
DEMOLITION /PARTITION,
ELECTRICL/PHONE /
DATA & INTERIOR
FINISH PLANS
A1.0
14.4 ;01074.0MINWORMEta
SPLAYED 5E I SM I G BRAG I NG YN I RE ATTACHMENT
5/16" DRILL-IN F>'ANSION ANCHOR MINIMUM
STRUCTURAL CONCRETE -I
STEEL STRAP I' WIDE X 2' LONG X 12
VERTICAL HANGER WIRE ATTACHMENT
SHOT -IN ANCHOR
STRUCTURAL CONCRETE
CEILING CLIP
3 TURNS
VERTICAL WIRE HANGER
ATTACHMENTS
SCALE: N.T.S.
SPLAYED SEISMEG WIRE
GAP DESIGN
GAGE MINI
3 TURNS
•
4, POP
RIVET
SEISMI SEPARATION NOTES:
I. FOR CEILING AREAS EXCEEDING 2300 50. FT., A SEISMIC SEPARATION JOINT OR FILL HEIGHT
WALL PARTITION THAT BREAKS THE CEILING SHALL BE PROVIDED UNLESS ANALYSES ARE
PERFORMED OF TFE CEILINGS BRACING SYSTEM, CLOSURE ANGLES AND PENETRATIONS TO
PROVIDE SUFFICIENT CLEARANCE.
2 . THE LAYOUT AND LOCATION OF THE SEISMIC. SEPARATION JOINT SHALL 8E PER 11-E DESIGNER
OF RECORD AND NOTED ON THE PLANS. IF A SEISMIC SEPARATION JOINT 15 REQ. BY THE
DESIGNER, 11-1E DESIGNER MAY USE THE GENERIC JOINT DETAILED ABOVE OR A PROPRIETARY
JOINT. THE AMOUNT OF FREE MOVEMENT ( GAP DESIGN) SHALL BE PM THE DESIGNER OF
RECORD.
SEISMIC SEPARATION JOINT
SCALE: N.T.S.
CEILING GRID GENERAL NOTES
ELECTRICAL FIXTURE NOTES:
I. LIGHT FIXTURES WEIGHING LESS THAN 10 POUNDS SHALL HAVE ONE 12 GAGE HANGER WIRE
CAMJEGTED FROM FIXTURE TO THE STRUCTURE ABOVE. THIS WIRE MAY EE SLACK.
2. LIGHT FIXTURES WEIGHING MORE THAN 10 POUNDS AND LESS THAN 56LEG. SHALL HAVE TW0
GAGE WIRES ATTACHED AT OPPOSING CORNERS OF THE LIGHT FIXTURE TO THE STRUCTURE
ABOVE THESE WIRES MAY BE SLACK
3. LIGHT FIXTURES WEIGHING MORE THAN 56 LE35. SHALL BE SUPPORTED DIRECTLY FROM THE
STRUCTURE ABOVE.
4. PEIDANT MOUNTED FIXTURES SHALL BE DIRECTLY SUPPORTED FROM THE 5TRUCIURER ABOVE
USING A q GAGE ?TIRE OR AN APPROVED ALTERNATE SUPPORT WITHOUT U5I146 THE CEILING
LION FOR DIRE=CT SUPPORT.
5. TANDEM FIXTURES MAY UTILIZE COMMON WIRES.
MECHANICAL SERVICES NOTES:
I. TERMINALS OR SERVICES WEIGHING 20LBS. EUT NOT MORE THAN 56LE6. MUST HAVE TWO 12
GAGE WIRE=S CONNECTING THEM TO THE CEILING 5Y5TEE4 HANGERS OR THE STRUCTURE ABOVE
THESE WIRES MAY EE SLACK
2. TERMINALS OR SERVICES WEIGHING MORE THAN %LBS. MUST BE INDEPINDENTLY SUPPORTED
DIRECTLY FROM THE STRUCTURE ABOVE. THESE WIRES MUST BE TAUT.
SPRINKLER NOTES:
I. FOR CEEINGS WITHOUT RIGID BRACING, SPRINKLER HEAD PENETRAT10N5 SHALL HAVE A 2'
OVERSIZE RING, SLEEVE OR ADAPTER THROGH THE CEILING TILE TO AL10W FREE MOVEMENT
OF AL LEAST I' IN ALL HORIZONAL DIRECTIONS. FLEXIBLE HEAD DESIGN THAT GM
ACCOMMODATE I' FREE MOVEMENT SHALL EE PERMITTED AS AN ALTERNATE
NOTES:
n
I. THESE RECOMMENDATIONS ARE INTENDED FOR SUSPENDED CEILINGS INCLUDING GRID, PANEL
OR TILE, LIGHT FIXTURES AND AIR TE MINALS WEIGHING NO MORE THAN 4LBS. PER SQUARE
FOOT.
2. ALL WIRE TIES ARE TO BE THREE INCHES. TYEI.VE &A6E HANGER WIRE SPACE=D 4 FOOT ON
CENTER
3. CHANGES IN CEILING PLANES WILL REQUIRE POSITIVE BRACING.
LATERAL FORCE BRACING
SCALE: N.T.S.
3/4" MIN. AT
2' MIN. UNATTACHED WALLS
SPREADER. BAR OR
EQUAL TO KEEP
FERIMTER COMPONENTS
FROM SPREADING APART
NOTES:
I. WALL MOLDINGS (PERIMETER CLOSURE ANGLES) ARE REQUIRED TO HAVE A HORIZONATAL
FLANGE 2 INCHES WIDE, UNLESS ALTERNATE METHODS ARE APPROVED PRIOR TO
INSTALLATION BY 11-E LOCAL BUILDING DEPT. ONE END OF THE CEILING GRID SHALL BE
ATTAGHEP TO THE WALL MOLDINS,11 E OTHER END SHALL HAVE A 3/4' CLEARANCE FROM
THE WALL AND FREE TO SLIDE.
2. THE &RID SHALL BE ATTACHED AT TWO ADJACENT WALLS (POP RIVETS OR APPROVED
METHOD)
S. IFI RE SHALL BE A MINIMUM 3/4' CLEARANCE FROM THE END OF THE GRID SYSTEM AT
UN- ATTACHED WALLS.
4. SPREADER (SPACER) BARS OR OTHER MEANS APPROVED BY LOCAL BUILDING DEPARTMENT
SHALL BE USED TO PRE=VENT THE ENDS OF THE MAIN BEAMS AT PERIMETER WALLS FROM
SPREADING OPEN DURING A SEISMIC EVENT. PERIMETER WIRES SHALL NOT BE IN LIBJ OF
SPREADER BARS.
5. A IRE TYING IS ACCEPTABLE ALTS RIATIVE TO SPREADER BARS.
6. SPREADER BARS ARE NOT REt. IF A 4 10 DEGREE INTERSECTING GROSS OR MAIN 15 WITHIN 8
INCHES OF THE PERIMETER WALL.
SPREADER BAR & WALL MOLDING
SCALE: N.T.S.
HANGER (SUSPENSION) WIRES
SCALE: N.T.S.
NOTES:
I. HANGER AND PERIMETER WIRES MUST E PLUMB WITHIN I IN 6 UNLESS COUNTER SLOPING WIRES
ARE PROVIDED.
2. HANGEER WIRES SHALL BE 12 &A6Er AND SPACED 4 FEET ON CENTER OR 10 GAGE SPACED 5
FEET ON
3. ANY CONNECTION DEVICE AT THE SUPPORTING CONSTRUGT1ON SHALL SE CAPABLE OF
CARRYING NOT LEES 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 POUNDS.
SHOT -IN ANCHORS IN CONCRETE ARE NOT PERMITTED FOR BRACING WIRES.
5. BRACING WIRES SHALL BE ATTACHED TO THE GRID MD TO TIE STRUCTURE IN SUCH A
MANNER THAT 11-Et' CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR THE
ACTUAL MIEN WAD, WITH A SAFETY FACTOR OF 2, WHICHEVER IS GREATER
6. POWDER DRIVEN FASTENERS MUST BE APPROVED FOR APPROPRIATE WADING.
7. TERMINAL ENDS OF EACH MAIN BEAM AND GR055 TEE MUST BE SUPPORTED WITHIN S INCH C i
OF EACH NALL WITH A PERIMETER WIRE.
SEISMIC BRA I NG PERSPECTIVE
-4.
CEILING BRACING, SEE DETAIL *1
THIS SHEET
IEfT CONDUIT: I' MTI. STUD (25 GA):
1/2' INT CONDUIT < 6' 15/$' MTI. STUD < 6' -2
3/4' EMT CONDUIT <45 2 I/2' MTL STUD < 10
I' 134r CONDUIT 4O' -0"
*PROVIDE ENGINEERING IF PLENUM > II' -0'
COUNTER SLOPE/W'LAYI=D SEISMIC
BRACING WIRE ATTACHMENT, SEE
ATTACHMENT DE=TAILS THIS SHEET
SPLAY WIRES ARE TO BE MIN.
4-12 GA. WIRES ATTACHED TO
THEE MAIN SEAM. WIRES ARE
ARRAYED q0 FROM EACH OTHER
4 AT AN ANGLE NOT EXCEEDING
45° FROM TIE PLANE OF THE a.6.
HANGER WIRES SHALL BE 12 6A. 4
4' OG. OR IO &A. 4 5' OG. TERMINAL
SUDS OF !A. MAIN OR CROSS TEE
MUST BE SUPPORTED WITHIN 8'
OF EA. WALL
12 GA. HANGER WIRE SPACED
4' OG. ALL AIRE TIES TOBE
3 TIGHT TURNSAROUND ITSELF
WITHIN 3 INCHES.
LAT. FORCE BRACING 4 EA. 12
6A. WIRE SECI.n D TO MAIN
RIMER WITHIN 2' -0' OF GROSS
TIE AND SPLAYED qo° FROM EA.
OTHER 0 I2'-O" O.G. BOTH
DIRECTIONS W/ FIRST POINT
WITHIN 4'-0" FROM FA. WALL
MAIN BEAM - (HEAVY PuTY)
GROSS TEE
NOTES:
I. INSTALL SYSTEM IN ACCORDANCE W/ 2003 IBC, A5T14 0-635 AND 0636, ASC.E 1-02 4 CISGA.
2. LATERAL BRACING 15 REQUIRED FOR CLG > 1000 SF AND NOT REGVIR P FOR CL&. < 1000
PROVIDED THEY ARE SURROUNDED BY 4 WALLS AND BRACED TO STRUCTURE. REFUMS < 12' DO NOT
NEED LATERAL BRACING. GROSS TEES SHALL SE CAPABLE OF CARRYING TINE DESIGN LOAD WITHOUT
EXCEEDING D159_EC1ION FDIIAL TO IP5600F ITS SPAN.
3. LATERAL FORCES BRACES SHALL SE 12' OG. (MAX) AND BEGIN NO FURTHER THAN 6' FROM WALLS.
4. LIGHT FIXTURES < 10 1E6 SHALL HAVE 1 126W. HANGER LIGHT FIXTURES > 10 LBS AND < 56 LBS
SHALL HAVE 2 12 GA. LURES ATTACHED AT OPPOSING CORERS OF THE LIGHT FIXTURE TO TIE
STRUCTURE ABOVE. FIXTURES >56 LBS SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE
GEN•L SUSPENDED CEILING BRACING
SCALE: N.T.S.
�l � � ui ii i
1111111111 �1
1111 IIFIi . 1
II
REFLECTED CEILING PLAN
SCALE: I /43"= I' -O
LIGHTING NOTES
PROVIDE FIRE DAMPERS AT ALL SUPPLY AND RETURN AIR OUTLETS, INLEES, OR DUCTS PENETRATING FIRE
RATED ASSEMBLIES, ENCLOSURES, WALLS, FLOORS, OR SURFAGES, AND AS REQUIRED BY FIRE
DEPART/41T, IF APPLICABLE
CONTRACTOR SHALL OBTAIN APPROVAL FROM DESIGNER OF ALL THEERMOSTAT LOCATIONS.
ALL REQUIRED EXIT SIGNS SHALL HAVE LETTERS SIX INCHES HIGH MINIMUM AND SHALL CONFORM WITH ALL
APPLICABLE CODES.
CEILING HEIGHTS ARE FROM SLAB TO FINISHED CEILING.
LIGHT SWITCHES SHALL BE INSTALLED AT +48' A.F.F. MULTIPLE SWITCHES SHOULD BE GANGED TOGETHER
UNLESS OTHERWISE SPECIFIED.
CONTRACTOR SHALL PROVIDE H434.6431CY LIGHTING, STROBE LIGHTS, AUDIO- VISUAL ALARMS, TO MEET
ALL APPLICABLE CODES.
CONTRACTOR TO VERIFY ALL SWITCH LOCATIONS WITH TENANT PRIOR TO INSTALLATION. NAEE . OF
SWITCHES FOR OPEN AREA 15 BIDDER DESIGN. SWITCHES INDICATED ON DRAWING FOR OPEN AREA ARE
FOR REFERENCE ONLY.
CONTRACTOR SHALL PROVIDE SEISMIC BRACING @ ALL RELOCATED LIGHT FIXTURES.
LIGHTING LEGEND
OPEN OFFICE
1 2011
EXIST.
EXISTING LIGHT FIXTURES' PLACEMENT. UPGRADE ALL LAMPS TO Si 5 AVANTE SPECIFICATION,
2AV //MATCH EXJMNR/120 /GE33 (T5 - 56 WATTS)
RELOCATE LAMP TO THIS LOCATION IF POSSIBLE
INDICATES 24 HOUR FIXTURE, WITH EMERGENCY BATTERY BACKUP
ILLUMINATED EXIT SIGN - DIRECTION OF ARROW
B/5 SINGLE SWITCH
• EXISTING FIRE SPRINKLER
- r - r PROVIDE NEW 2x4 CEILING TILES, DUNE SECOND -LOOK, EXISTING CEILING GRID TO REMAIN
N NEN
NOTE: CONTRACTOR TO RISE AND / OR RELOCATE EXISTING LIGHT FIXTURES AND SWITCHES WHERE
POSSIBLE
CONTRACTOR TO RE51"1ITGH / RECIRGUIT LIGHT SWITCHES AND LIGHT FIXTURES AS NEEDED.
ALL EXISTING LIGHT FIXTURES / SWITCHES NOT SHOWN ARE TO REMAIN.
LIGHTING CALCULATIONS
OFFICE AREA = 1,261 SPX 1.0 WATT5/5F= 1251 WATTS AL.LOVED
2 x 4 FLUORESCENT - lb EA. ®74 WATTS =Ia84
TOTAL WATTS USED = 1,184 WATTS
t*ot
REGISTRATION
PROJECT NAME
4676 \
DESIGN TEAM
PROJECT NO.:
07.146
PRINCIPAL:
CK
DRAWN BY:
vss
CHECKED BY:
CK
PROJECT CONSULTANTS
SHEET NO.
C o
planning: interiors architecture
DESIG
22002 - 64th Avenue W., Suite 2C
Mountlake Terrace, WA 98043
T: 425 -670 -6706 F: 425 - 774 -8219
N l FEcsTERE.7
ARcHfrECT
PAW T
STATE OF WASHINGTON
SPEC SUITE 210
RIVERVIEW PLAZA
TENANT IMPROVEMENT
BUILDING 1 - FLOOR 2
SUITE 210
16040 CHRISTENSEN ROAD
TUKWILA, WASHINGTON 98188
ISSUED /REVISIONS
1 -10 -08 ISSUED FOR PERMIT
NELL
SHEET TITLE
REFLECTED CEILING PLAN
PLAN
RECEWVEr
JAN 10 2008
PERMIT CENTER
A2.0