HomeMy WebLinkAboutPermit D08-074 - LEDCOR / LTS - TENANT IMPROVEMENTLEDCOR/LTS
16000 CHRISTENSEN RD
SUITE 200
D08 -074
Parcel No.: 2523049077
Address: 16000 CHRISTENSEN RD TUKW
Suite No:
Owner:
Name: BRCP RIVERVIEW PLAZA LLC
Address: 248 HOMER AVE , PALO ALTO CA 94301
Phone:
doc: IBC -10/06
Cityikf 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
Tenant:
Name: LEDCOR/LTS
Address: 16000 CHRISTENSEN RD SUITE 200 , TUKWILA WA
Contractor:
Name: GATEWAY CONSTRUCTION SRVCS INC.
Address: 701 DEXTER AVE N SUITE 420 , SEATTLE WA 98109
Phone: (206)621 -9111
Contractor License No: GATEWCS992C3
DEVELOPMENT PERMIT
Contact Person:
Name: APRIL FILIPPI
Address: 22002 64 AVE W , MOUNTLAKE TERRACE WA 98043
Phone: 425- 670 -6706
* *continued on next page **
•
Permit Number: D08 -074
Issue Date: 02/19/2008
Permit Expires On: 08/17/2008
Expiration Date: 03/04/2008
DESCRIPTION OF WORK:
MINOR INTERIOR DEMOLITION, NEW INTERIOR PARTITIIONS, NEW DOORS, NEW RELITES, NEW CASEWORK
Value of Construction: $112,000.00 Fees Collected: $2,242.56
Type of Fire Protection: SPRINKLRES /AFA International Building Code Edition: 2006
Type of Construction: V -B Occupancy per IBC: 0008
D08 -074 Printed: 02 -19 -2008
Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: N
Fire Loop Hydrant: N Number: 0 Size (Inches): 0
Flood Control Zone:
Hauling: N Start Time: End Time:
Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y.
Landscape Irrigation:
Moving Oversize Load: Start Time: End Time:
Sanitary Side Sewer:
Sewer Main Extension: Private:
Storm Drainage:
Street Use: Profit: N
Water Main Extension: Private:
Water Meter:
Signature:
doc: IBC -10/06
City cinukwila •
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
Permit Center Authorized Signature: Date:
Permit Number: D08 - 074
Issue Date: 02/19/2008
Permit Expires On: 08/17/2008
Public:
Non - Profit: N
Public:
Mtn
I hereby certify that I have read and ��f� ed this permit and know the same to be true and correct. All provisions of law and ordinances
governing this work will be complie , 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 ie pftrfo ce offwork. I am authorized to sign and obtain this development permit.
Date: 2 / /9 - / J
Print Name: j'✓12Gt -iit g £LWL ELEJ
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 -074 Printed: 02 -19 -2008
Parcel No.: 2523049077
Address: 16000 CHRISTENSEN RD TUKW
Suite No:
Tenant: LEDCOR/LTS
1: ** *BUILDING DEPARTMENT CONDITIONS * **
• •
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
PERMIT CONDITIONS
Permit Number: D08 -074
Status: ISSUED
Applied Date: 02/06/2008
Issue Date: 02/19/2008
2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the
Building Official.
3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center
(206/431- 3670).
4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to
start of any construction. These documents shall be maintained and made available until final inspection approval is
granted.
5: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced
to the building structure.
6: 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.
7: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the
International Building Code and the Washington State Ventilation and Indoor Air Quality Code.
8: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila
Permit Center.
9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building
Department (206- 431 - 3670).
10: 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.
11: ** *FIRE DEPARTMENT CONDITIONS * **
12: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the
following concerns:
13: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at
one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry
chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1)
14: 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
doc: Cond -10/06
D08 -074 Printed: 02 -19 -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
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 nun). (IFC 906.7 and IFC 906.9)
15: 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)
16: 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)
17: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that
indicates the month and year that the inspection was performed and shall identify the company or person performing the
service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge
procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the
inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these
required surveys. (NFPA 10, 4 -3, 4 -4)
18: 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)
19: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle
is engaged from inside the tenant space. (IFC Chapter 10)
20: 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)
21: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10)
22: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress
travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress
travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access
corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the
nearest visible exit sign. (IFC 1011.1)
23: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with
the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having
a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be
less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire
Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high
contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not
energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction
cannot be readily changed. (IFC 1011.5.1)
24: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90
minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system
provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3)
25: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means
of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the
floor level. The power supply for the means of egress illumination shall normally be provided by the premise's
electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less
than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2,
1006.3)
doc: Cond -10/06
D08 -074 Printed: 02 -19 -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
26: Aisles leading to required exits shall be provided from all portions of the building and the required width of the
aisles shall be unobstructed. (IFC 1013.4)
27: 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)
28: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate
flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3)
29: All new sprinlder 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 sprinlder
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)
30: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this
project.
31: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70)
32: 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)
33: The maximum flame spread class of fmish materials used on interior walls and ceilings shall not exceed that set forth
in Table No. 803.5 of the International Building Code.
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: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed
description of intended use.
37: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of
such condition or violation.
38: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at
(206)575 -4407.
doc: Cond -10/06
* * continued on next page **
D08 -074 Printed: 02 -19 -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.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.
41)1
doc: Cond -10/06 D08 -074
ordinances governing
or local laws regulating
Printed: 02 -19 -2008
•
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
hup:.. w i'iv.ci.nulnvila.tiea.us
E -Mail Address. as) ri Pecz'V1
Company Name:
Company Name: 1 v 1
Mailing Address:
Building Permit No.
608 ^071
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
Site Address: t6IO O 1'-.1c
On 1 -1Ste k.-Q-
Tenant Name: LeAci Y / LT5
Property Owners Name: CI d OKI C..o fro p .'i f nC, •
Mailing Address. I .��� dca._,d�.� g 9 `05
Contact Person:
E -Mail Address:
Contractor Registration Number:
Contact Person:
E -Mail Address:
Q\Applicanonslforms- Applications On LneU -2006 - Perm.t Apphcation.doc
Revised: 9 -2006
bh
King Co Assessor's Tax No.:0qg077
Suite Number: ZOO Floor:
City
City
New Tenant:
Yes ❑ ..No
ie
W
State
CONTACT PERSON - who do we contact when your permit is ready to be issued r_
Name: April r i t1PP Day Telephone: ci2� -- C'Q7n - C70
- 7.2-007:
Mailing Address: - 7.2-007: 12"1
/ I ,k ,-Q- � • cU e, f�tL 1rri1ci �/ i A ' O
statt
11.•cowl Fax Number: 1- 17.5 — 'T74 — $2 19
GENERAL CONTRACTOR INFORMATION —
(Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5))
Mailing Address:
City
Day Telephone:
Fax Number:
Expiration Date:
St
ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record
Company Name: W V1 vu.lk V(. 1 Gv U Q �/
3
Mailing Address: 2-246'2- //±± 1 / ' ^ f
i yv- • t,J • moo 1'1'1-ta -PXr C.P tJA %Q ./
lQ � q
City
State Zip
Contact Person: vlC l Savmpfil Day Telephone: 1 -42-5 — 676 -c 7e) (0
E -Mail Address: \ I C K M & C OVl vlo .1‘019. , yarn Fax Number: U2 `77 -/-82)q
ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record
State
Zip
Zip
Zip
City
Day Telephone:
Fax Number:
Page I of 6
Zip
BUILDING PERMIT INFORMATION - 206 - 431 -3670
Valuation of Project (contractor's bid price): $ 112-
Scope of Work (please provide detailed information):
hrn, yJ,(A) dQO rS 1 lkOJ U Ye lrh2S �.c,, C ei voric
Will there be new rack storage? ❑ Yes
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: Compact: Handicap:
Will there be a change in use? ❑ Yes No If - yes", explain:
FIRE PROTECTION /HAZARDOUS MATERIALS:
Sprinklers
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No
I f "yes'. attach list o f materials and storage locations on a separate 8 -1 '? "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 Wpplicatmns\Forms- Applications On Line U-2006 - Pemw Application doc
Revised: 9 -2006
bh
Automatic Fire Alarm
Existing Building Valuation: $ ' 1 77c, 260
L1 / ,A, • rt• /
AA I.
No If yes, a separate permit and plan submittal will be required.
❑ None ❑ Other (specify)
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
1(0;7 3Z
/1433
v-/u "
5
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): $ 112-
Scope of Work (please provide detailed information):
hrn, yJ,(A) dQO rS 1 lkOJ U Ye lrh2S �.c,, C ei voric
Will there be new rack storage? ❑ Yes
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: Compact: Handicap:
Will there be a change in use? ❑ Yes No If - yes", explain:
FIRE PROTECTION /HAZARDOUS MATERIALS:
Sprinklers
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No
I f "yes'. attach list o f materials and storage locations on a separate 8 -1 '? "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 Wpplicatmns\Forms- Applications On Line U-2006 - Pemw Application doc
Revised: 9 -2006
bh
Automatic Fire Alarm
Existing Building Valuation: $ ' 1 77c, 260
L1 / ,A, • rt• /
AA I.
No If yes, a separate permit and plan submittal will be required.
❑ None ❑ Other (specify)
Page 2 of 6
BUILDING OW
Signature:
Print Name:
Mailing Address:
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.
IJ a 1 .
OR AL�T
Date: ' ✓O L? Q'
Date Application Accepted:
Q Apphcaaons\Forms- Applrcanons On L.ineU- 2006 - Permit Application doc
Revised: 9 -2006
bh
Date Application Expires: 8
Day Telephone: 425 (0 /t -67cx
City
-(O .0 t3
State Zip
Staff Initials:
Page 6 of 6
Receipt No.: R08 -00469
Initials:
User ID:
JEM
1165
Payee: UNICO PROPERTIES LLC
ACCOUNT ITEM LIST:
Description
BUILDING - NONRES
STATE BUILDING SURCHARGE
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Fax: 206 -431 -3665
Web site: http://www.ci.tukwila.wa.us
RECEIPT
Parcel No.: 2523049077 Permit Number: D08 -074
Address: 16000 CHRISTENSEN RD TUKW Status: APPROVED
Suite No: Applied Date: 02/06/2008
Applicant: LEDCOR/LTS Issue Date:
TRANSACTION LIST:
Type Method Description Amount
Payment Check 6514 1,360.90
Account Code Current Pmts
000/322.100
000/386.904
Payment Amount: $1,360.90
Payment Date: 02/19/2008 12:33 PM
Balance: $0.00
1,356.40
4.50
Total: $1,360.90
8782 02/19 9710 TOTAL 1360.90
doc: Receiot -06 Printed: 02 -19 -2008
Receipt No.: R08 - 00328
Initials: WER
User ID: 1655
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 15405 881.66
Account Code Current Pmts
000/345.830 881.66
Total: $881.66
Parcel No.: 2523049077 Permit Number: D08 -074
Address: 16000 CHRISTENSEN RD TUKW Status: PENDING
Suite No: Applied Date: 02/06/2008
Applicant: LEDCOR/LTS Issue Date:
Payment Amount: $881.66
Payment Date: 02/06/2008 11:20 AM
Balance: $1,360.90
8152 02/06 9710 TOTAL 881.66
doc: Receiot -06 Printed: 02 -06 -2008
w
Projest / (7 � /
Type of ir Ir /.-1, 7
`�
Address: /
/.46 /6 7.,i1 Aj /er
Called:
Special Instructions:
/
Date anted:
e l - 3` cf ) cf
lrrpr
p.m.
Requester:
P e l : n l %:. 784 _ J� 2 6.
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36(70
Approved per applicable codes. Corrections required prior to approval.
COMMENTS:
i f) 1 ,'` (n 1 (elk
Al <.
Inspectot:
Date _ 3 _ � L
$58.00 REINSPECTION FEE REQUIRED. Prior o inspection. fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection.
Receipt No.:
Date:
..., ... • a-., .:113 'hi �.�a :+�rs _ 4. • � � �'3c'.S•._ •Se,�+. ,.::..:[...sv._,: :
Project: MC / S
LE
Type of,jnsp t
Address:
I WO 0 het5
-C1
Date Called:
Special Instructions:
Date 2 Wa12 : (o cLL
a.n.,
Requester:
Phone No:
2 (_.)(0 (., --
3 3c -c
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
Approved per applicable codes. Corrections required prior to approval.
COMMENTS:
spe
ceipt No.:
Date
�
8.00 REINSPECTION - E REQU) ED. Prior to inspection. fee must be
paid at 6300 Southcenter Blvd.. quite 100. Call the schedule reinspection.
Date:
gn.:rit .a4:. w `�Jr`e9 ;&ac.;..'4 :;i.�Arta:r ,n.�.3tlCSp •�sM. -- - 5.-..� ,: `-- e..e,�
Project: LT s .
•
o c yz..
Fire Alarm:
Type of Inspection:
Hood & Duct: 1i
Address: / 6 a u 0
Suite #: 2-.0
C iS'n�
•"/
Contact Person:
/11 r fL.&
- 1 --
Special Instructions:
Phone No.:
Needs Shift Inspection: ,I -n_ /Vg, 1
Sprinklers:
Fire Alarm:
,Jp .
Hood & Duct: 1i
Monitor:
Pre -Fire:
Permits:
Occupancy Type: f3
INSPECTION NUMBER
41 - Approved per applicable codes.
Word /Inspection Record Form.Doc
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA FIRE DEPARTMENT
444 Andover Park East, Tukwila Wa. 98188 206 - 575 -4407
1/13/06
PERMIT NUMBERS
Corrections required prior to approval.
COMMENTS:
m L` O 14116 12L'�! - fit;. -2- 7 ,`I / Fr /C•)
t N J -t-- -
Inspector:
L J . I a-
Date: 3 /zG /Gg
Hrs.:
/
$80.00 REINSPECTION FEE REQUIRED. You will receive. an invoice from
e City of Tukwila Finance Department. Call to schedule a reinspection.
T.F.D. Form F.P. 113
Project: Li 5 Le ocOL.
Type of Inspection:
SFR t Ni dc.Lell -
Address: /l&ava C.' Arre- f sTt:--x: 50,4 8-o
Suite #: 2..00
Contact Person:
M, — W - ti`L-6 -*...
Special Instructions:
Phone No.:
SOCa ?86 - a 3SS -
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor: ''
Pre -Fire:
Permits: '
Occupancy Type:
INSPECTION NUMBER
.r�. ..:... -:: �..ry .
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA FIRE DEPARTMENT
boy,- 0 ?4
0 & - 5- 05
PERMIT NUMBERS
444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407
.pproved per applicable codes.
Corrections required prior to approval.
COMMENTS:
D >'4-' ( /47'4 - D .
• R
Inspector
Hrs.:
Date: 3 /i /off
n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. Call to schedule a reinspection.
Word /Inspection Record Form.Doc 1/13/06
T.F.D. Form F.P. 113
Project: L 1
L E c o z—.
Type of Inspection:
.. 'P,Z fNk Lk
Address: / /aao (Li5
Suite #: Zoo
jvs l/ /eb
Contact Pers n:
MI it_ e .
Special Instructions:
Phone No.:
20 ( ?id 6- 03Ss
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire: ,,
Permits:
Occupancy Type:
I
i
INSPECTION NUMBER
n Approved per applicable codes.
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA FIRE DEPARTMENT
C�$ -S - vS r
PERMIT NUMBERS
444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407
Corrections required prior to approval.
COMMENTS:
Inspector: 5» ,thJ1A /
Hrs.:
0 $ 80 .00 REINSPECTION FEE REQUIRED. You will receive an invoice from
City of Tukwila Finance Department. Call to schedule a reinspection.
Word /Inspection Record Form.Doc
1/13/06
Date: 3/ (,r ,
T.F.D. Form F.P. 113
ACTIVITY NUMBER: D08 -074 DATE: 02 -06 -08
PROJECT NAME: LEDCOR/LTS
SITE ADDRESS: 16300 CHRISTENSEN RD STE 200
X Original Plan Submittal
Response to Correction Letter #
Response to Incomplete Letter #
Revision # After Permit Issued
DEPARTMENTS:
III ► C
Building it ision
Public Works
-'( -off
DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 02 -07 -08
Complete
Comments:
Please Route
Documents/routing slip.doc
2 -28 -02
P ERMIT COORD COPY •
PLAN REVIEW /ROUTING SLIP
7/
TUES/THURS ROUTING:
REVIEWER'S INITIALS:
511 ,lf li 2-S -ob
Fire Prevention
Structural
Incomplete
Structural Review Required
APPROVALS OR CORRECTIONS:
Approved ❑ Approved with Conditions
Notation:
REVIEWER'S INITIALS:
n
Permit Center Use Only
INCOMPLETE LETTER MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
LETTER OF COMPLETENESS MAILED:
t .
No further Review Required
DATE:
DUE DATE: 03 -06 -08
Not Approved (attach comments) ❑
DATE:
Planning Division
Permit Coordinator
Not Applicable
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections:
Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
License Information
License
GATEWCS992C3
Licensee Name
GATEWAY CONSTRUCTION SRVCS INC
Licensee Type
CONSTRUCTION CONTRACTOR
UBI
602086011
Ind. Ins. Account Id
754100
Business Type
CORPORATION
Address 1
701 DEXTER AVE N SUITE 420
Address 2
City
SEATTLE
County
KING
State
WA
Zip
98109
Phone
2066219111
Status
ACTIVE
Specialty 1
GENERAL
Specialty 2
UNUSED
Effective Date
2/26/2001
Expiration Date
3/4/2008
Suspend Date
Separation Date
Parent Company
Previous License
NIELSC *02708
Next License
Associated License
Business Owner Information
Name
Role
Effective Date
Expiration Date
SACCO, RONALD
PRESIDENT
02/26/2001
Bond
Amount
NIELSEN, CRISTIAN
VICE PRESIDENT
02/26/2001
SRS1008614
Bond Information
Bond
Bond
Company
Name
Bond
Account
Number
Effective
Date
Expiration
Date
Cancel
Date
Impaired
Date
Bond
Amount
Received
Date
#2
RLI
INSURANCE
CO
SRS1008614
02/26/2002
Until
Cancelled
$12,000.00
03/04/2002
Look Up a Contractor, Electron 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 02/19/2008
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.
2 . CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, DETAILS, ETC ", AND
NOTIFY THE DESIGNER OF ANY AND ALL DISCREPANCIES PRIOR TO PROCEEDING WITH THE
WORK.
3. CONTRACTOR SHALL VERIFY ALL "BUILDING STANDARDS" WITH BUILDING LANDLORD PRIOR
TO BEGINNING ANY WORK. HOWEVER, THERE SHALL BE NO DEVIATIONS WHATSOEVER FROM
THE CONTRACT DOCUMENTS WITHOUT THE DESIGNER'S WRITTEN APPROVAL THEREOF. THE
CONTRACTOR AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGNER HARMLESS FROM
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 CLEAN (BROOM) CONDITION AT ALL TIMES.
S . 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 ORDER 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.
6 . ALL OPERATIONS CONDUCTED ON THE PREMISES SHALL NOT BE OBJECTIONABLE BEYOND
THE PROPERTY BOUNDARY LINES BY REASON OF NOISE, STEAM, ODOR, FUMES, GASES,
SMOKE, VIBRATION, HAZARD OF OTHER CAUSES. IN ADDITION, THE CONTRACTOR SHALL
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 AORDANCE 4ITH TH E M NUFAGTUR TE ST
A R'S LA RECOMMENDATIONS OR WRITTEN DIRECTIONS.
W B
8 . 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 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
SITE WHILE JOB 15 IN PROGRESS AND UNTIL THE JOB IS COMPLETED.
15. ALL WORK SHALL BE GUARANTEED F OR 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.C.
17. ALL EXPOSED GYPSUM BOARD TO HAVE METAL EDGES AT ALL CORNERS AND WALL
INTERSECTIONS.
I. ALL GLASS AND GLAZING SHALL COMPLY WITH THE 2006 I.B.G.. AND THE
U.S. PRODUCT SAFETY COMMISSIONS: SAFETY STANDARD FOR ARCHITECTURAL GLAZING
MATERIALS. ,
Ici. 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 SO AND THE CURRENT UNIFORM FIRE CODE.
PERMIT MAY BE REQUIRED.
25. ALL DRAPES, HANGINGS, CURTAINS, DROPS AND ALL OTHER DECORATIVE MATERIAL, W
INCLUDING CHRISTMAS TREES THAT OULD 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
CONGEALED OR OBSTRUCTED BY ANY DECORATIVE MATERIAL.
B. MINIMUM FLAME SPREAD CLASSIFICATION OF INTERIOR FINISHES SHALL BE PER
THE 2005 I.B.G.
26" 20 IAB.GN O AL LY-I ACOUSTICAL CEILING GRDS SALL BE STANDARDS R EARTHQ E H ZDNE D I ASME G635 G636 EGURED PER THE
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 DAWINGS_
TO THE FIRE MARSHAL FOR APPROVAL.
25. 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 . MEGHAN
SYSTEM WEIGH CONFORMS TO THE OWNER'S HVAC 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.
51. ALL ITEMS MARKED *N.I.C.* ARE NOT PART OF THIS CONTRACT.
32. ABBREVIATIONS THROUGHOUT THE PLANS ARE ABBREVIATIONS WHICH ARE IN COMMON USE.
THE LIST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE COMPLETE OR
REPRESENTATIVE OF CONDITIONS OR MATERIALS ACTUALLY USED ON THE PROJECT. THE
DESIGNER WILL DEFINE THE INTENT OF ANY IN QUESTION.
55. DO NOT SCALE DRAWINGS. IF A DIMENSION DISCREPENOY IS NOTED, CONTACT DESIGNER.
54. IF BUILDING HAVE
L_D NG STANDARDS HAVE NOT
T BEEN ESTABLISHED OR H VE BEEN ESTABLISHED OR
HAVE BEEN CHANGED FOR DOORS, RELITES, HARDWARE , RIFY WITH DESIGNER AND OWNER DOOR AND RELITE FRAMES OR
OTHER STANDARD DETAILS, THEN CONTRACTOR MUST VERIFY
PRIOR TO CONSTRUCTION.
ACCOUS. ACOUSTIC /ACOUSTICAL L AM. LAMINATED /LAMINATE
ACT. ACOUSTICAL TILE LAN/. 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
Br). BARD MAT. MATERIAL
BLDGJT3LD. BUILDI MAX. MAXIMUM
MFG" MANUFACTURER
B/S BUILDING STANDARD MECH. MECHANICAL
MED. MEDtlUM
C.A. B CABINET
GLG./CLDG. CEILING MIN" MINIMUM
MIN. MINI
CL OR C CENTER LINE MINMM
GLKG. CAULKING MISC. MISCELLANEOUS
COL. COLUMN MTD. MOUNTED
MTL. METAL
CONT. CONTINUOUS MIN. MICROWAVE
GONG. CONCRETE
CONST. CONSTRUCTION
CONTR. CONTRACTOR N. NORTH
CPT. CARPET N.I.G. NOT IN CONTRACT
C.W. GOLD WATER N.T.S. NOT TO SCALE
NO. NUMBER
D. DEEP
DEPT. DEPARTMENT OFF. OFFICE
DET. DETAIL D.C" ON CENTER
DIAG. DIAGONAL OFF. OWNER FURNISHED
R DIA. DIAMETER D.F.C.I. CONTRCTO INSTALLED
DIM. DIMENSION D.F.OJ. OWNER FURNISHED
DBL. DOUBLE OWNER INSTALLED
W
DG. PRAWING
D.F. DRINKING FOUNTAIN PNL. PANEL (INCA)
DIFF. DIFUSSER PT. PAINT (ED)
D.N. DOWN PART. PARTITION
F.P.L. POLISHED PLATE GLASS
E. EAST PL. PLATE
EA. EACH P. LAM. PLASTIC. LAMINATE
ELEV. ELEVATION (BLDG.)/ PLY. PLYWOOD
ELEVATOR
ELEC.. ELEGTRIGAL Q.T. QUARRY TILE
EMER. EMERGENCY QTY. QUANTITY
EXT. EXTERIOR
EQ. EQUAL R.B. RUBBER BASE
EQPT. EQUIPMENT
EXIST. EXISTING R. RISER RANGE
RAD. RADIUS
REF. REFERENCE
F.I.O FURNISHED
INSTALLED BY OTHER READ. REQUIRED
REV. REVISED /REVISION
F.A. FIRE ALARM R.D. ROUGH OPENING
F.E. FIRE EXTINGUISHER RM. ROOM
F.E.O. FIRE EXTINGUISHER CABINET
FIN. FINISH S
FIXT. FIXTURE STAIR
SECT. SECTION
F.D. FLOOR DRAIN SET. SHEET
FUR.. FLOOR
F"O.I.G" FURNISHED BY OTHER SIM. SIMILAR
SPEC. SPECIFICATIONS/
INSTALLED BY
CONTRACTOR SPECIFIED
S. SOUTH
FT. FOOT OR FEET S STEEL
SST. STAINLESS STEEL
GA. GAUGE
GALV. GALVANIZED STO STANDAR
STOR. STORAGE
GL. GLASS /GLAZING /GLAZED si-Ruc. STRUCTURAL
G.W.B. GYPSUM WALL BOARD
GYP. GYPSUM r -CUSP. SUSPEND /SUS ENDED
SW. SWITCH
HIGH
HGP. HANDY CAP TEL. TELEPHONE
1-0.1"11". HARD WOOD TEMP. TEMPERED
HD. HEAVY DUTY TYP. TYPICAL
HM. HOLLOW METAL
HORZ. HORIZONTAL U.L. UNDERWRITER'S
HT. HEIGHT LABORATORY
HR" HOUR
WAG. HEATING, VENTALATING U.P.G. UNIVERSAL PLUMBING
CODE..
AIR CONDITIONING
H.W. HOT WATER VOL. VOLUME
VAR. VAR!ABLENARIES
.B.G. INTERNATIONAL BUILDING V.G.T. VINYL, COMPOSITION TILE
CODE VERT. VERTICAL/VERTICALLY
NOD. INCANDESCENT V.P. VENEER PLASTIC,
NCL. INCLUDE
NFO, INFORMATION W.B. WOOD BASE
NTSUL. INSULATE (D)(ING) W.C. WALL COVERING
NTR. INTERIOR WD. WOOD
WT. WEIGHT
JAN. JANITOR W. WIDE
J. JUNCTION BOX W/ WITH
JT. JOINT W.H. WATER HEATER
WT. WEIGHT
PROJECT ADDRESS: 16000 CHRISTENSEN RD
BUILDING #2 - SUITE 200
TUKWILA, WA 98185
GOVERNING CODE: 2006 I.B.G.
(STATE OF WASHINGTON
AMENDMENTS)
USE ZONE: TUG
OCCUPA B
CONSTRUCTION TYPE: V -N -FULLY SPRINKLERED
ENERGY CODE: 2006 WASHINGTON STATE
ENERGY CODE
ACCESS GORE: IGG /ANSI 41117.1 - 2003
PLUMBING GODS: 2006 U.P.G.
CONTRACTOR: TO SE DETERMINED PRIOR
TO PERMIT ISSUANCE
MECHANICAL: BIDDER DESIGN
(UNDER SEPARATE PERMIT)
ELECTRICAL: BIDDER DESIGN
(UNDER SEPARATE PERMIT)
SPRINKLER: BIER DESIG
(UNER SEPARATE PERMI
SUITE 200 4433 SF (THIS CONTRALTO
S UITE 201 2155 SF REMAINDER SUITE
TI COVER SHEET
TI.1. SECOND FLOOR EXITING FLAN
AI.0 SECOND FLOOR DEMOLITION /PARTITION
A2.0 SECOND FLOOR REFLECTED CEILING GRID
A2.I SECOND FLOOR CEILING DETAILS
EI.O SECOND FLOOR ELECTRICAL/PHONE/DATA
BUILDING 2 SECOND FLOOR LOCATION
AREA OF CONTRACT - 200 4
ilk
$
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f ern
/A C -
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ig l i hks";-
LEGAL DESCRIPTION
LING c c' PARCEL 01343R: BUILDING I - I6040 CHRISTENSEN AVE - 252304- AND 2523048218
KING COUNTY PARCEL NJMBER: BUILDING 2 - 16000 CHRISTENSEN AVE. - 252304 -clOT1
KING CCLfl4TY PARCEL RIMER: BUILDING 3 - 16300 CHRISTENSEN AVE - 252304 - 40'18
LEGAL nESGIPTioN
PARCEL 1:
Donation Land Claim and of the southwest quarter of the southwest quarter of section 24, Township 23 North, Range 4 East, KM., and of Government Lot I In section 25, Townehlp 23
That portion of the W.H. Gnitam in •4
North, Rage 4 Fast, KM., in King county, Washington, more particularly described os follows: Conhrnencing at the northwest corner of Parcel 2 of Gity of Tukwila wila Short Plat *78 -16-55 as recorde under lC j County
Recording No. thence south 64° aq' 52' East, 24.88 feet to a point of curvature; thence easterly 165.00 feet along the arc of a tangent curve to the left, having a radius of 435.00 feet, trough a central
enve of l0° 17' 42' to the true pont aP beginning; thence continuing easterly 146.S7 Peet along the arc of a non - tangent euve to the loft, having a radius aP 935.00 feet, the radius point of whteh beers north 15° 32' 26`
east, through a central angle of 04° 00' 01' to a point on said curve; thence north 06° 34' 56' east, 6626 feet to a point of curv ature ; thence northeasterly 6.e6 feet along the arc of a norr•tengent curve to the right,
which bears south 22° 03' 30" Fast, rough a central angle of 06° 20' 30" to a paint reverse curvature; thence northeasterly 25.15 feet along the arc of a tangent
having a radius of 62.00 feet, the radius point of w t of
carve to the left, having a radius of 20.00 feet, trough a central angle of 12° 03' 23' to a point of tangency; thence north 02° 13' 37 east, 0.44 feet; thence south 57° 46' 23' east, bbl feet; thence north 02° 13' 31'
east, 106.77 feet; thence north 11° 04' 07' east, 5122 feet; thence north 48' 35' 00' east, 6021 feet; thence south 84° 47' 00' east, 110.00 feet; thence north 45° I1' 41' east, 55.00 feet; thence south 41° 40' 14" east,
48.14 feet; thence south 24° 47' 54" east, 4461 Poet; thence south 03° 44' 56' west, 40.45 feet; thence south 24° 03' 53' west, 4,537 Peet thence south 3 1W 22' west, 6265 feet; thence south 52° 31' 34" west, 51.80
feet; thence south 35° IS' 26' west, 51.71 feet; thence south 51° 40' 01' west, 63.82 feet; thence south 40° 00' 21' west, 66.54 feet; thence south 21° 01' 34' west, 35.76 feet; thence south 31° 16' 45" west, 1129 feet;
thence north 17 25' 04" west, 105.54 feet; thence north 12" 34' 56' east, 25.00 feet; thence north 17 25' 04' west, 3054 feet to a point of curvature; thence sovthrresterly 52.46 feet along the arc of a non - tangent
curve to the right, having a radius of 320.0 foot, the radius point of which boars north 61° 42' 51" west, through a central tangle of 01° 25' 59` to a point of tan thence
thence ence south 24° 46' 00' west, 41.36 feet; thence
north 60° 14' 00• west, 11.11 feet; ence south 84° 46' 00• west, 24.61 feet; thence sou 4° south 00° 14' 00' east, S50 Peet; thence south S 46' 00,E west, 2150 Peet; thence north 00° 14' 00" west, 14450 feet; thence south
64° 46' 00" west, 2450 feet; thence north 00° 14' 00' west, 34.00 feet; thence north I6° 05' 55" east, 20411 feet to a point of curvature; thence southeasterly 1.43 feet along the arc of a non-tangent urve to the
left, having a radius of 4 168.50 feet, the radius point of which bears north 16° 05' 55" east trough a central angle of 00° 33' 24' to a point on said cve; thence north 15° 32' 26 " east 3350 feet to the true point of
curve;
begirrhh in th
g; EXCEPT that portion thereof lying within 30 foot City of Seattle Pipeline right- of-way as recorded under King County Record No. 4106155. (ALSO KNOY@d AS revised Lot I, City of Tukrilla boundary line
1- 40 -BLA, recorded under King County Recording No. 6112160540 said boundary line being a revision of City of Tukwila bon line adjustment No. 51-1-61.A, recorded under King County Recording No.
adjustment No. 8 c
5102050381, which revised City of Tukwila Short Plat No. 18 -16-55 recorded under King County Recording No. 11060 also recorded under Kung County Recording Nos. 1106050011 and 110605001 TOGETHER
WITH a 24 foot ingress, ogress, and utilities easement aver a portion oP Revised Lots 3 of said City of Tukwila boundary line adjustment Na. 61-40-134.A, lying 12 feet on each side of the fallowing described centerline:
Commencing at the northwest corner oP Parcel 3 of said tarty aP Tukwila Short Plat No. 15- 16-55; thence south 00° 14' 00' east, 97.40 feet to the point of beginnIngj of this centerline description; thence north 89° 46' 00'
i herly the
east 184.50 Peet to point 17'; thence contriving north 84° 46' 00' east, 22.00 feet; thence north 241° 46' 00' east, 145.36 feet to a point of curvature; thence na, 6555 feet aloft the arc oP a tangent curve to
left, having a radius of 320.00 feet, through a central angle of II° 44' 10' to the end of this centerline description; AL50 TOGETHER WITH a 25 foot ingress, egress, and utilities easement over a portion of Revised Lots
2 and 3, said boundary line adjustment No. 851-40-13/LA. lying 12.5 feet on each side of the following described centerline; Begrmhg at Point 'D"; thence north 00° 14' 00" west, 226.00 feet to the end of this usnterilne
description; A1-50 TOGE RER. WITH a 24 foot Ingress, egress and utilities easement, over a Ion of r evised Lot 2, sera the adjustment No. 81.40 -BLA, 1 12 fe on each side of th e follow
4� �• �" � boundary J� � ng following described
centerrine commencing at the southwest corner of Parcel I of said City of Tukwila Short Plat No. 18- 16-55; thence north 00° 14' OO west, 21,. 41 feet to the point of beginning of this. centerline description; thence
southeasterly 43.10 feet along the arc of a non - tangent curve to the right, having a radius of 55.00 Peet, the radius point of which bears south 00° 11' 00' west, through a central angle of 44° 54' O8' to a point of
reverse curvature; thence southeasterly 31.01 feet along the arc of a tangent curve to the left, having a radius of 100.00 feet, trough a central angle of 21° 14' 59" to a parnt of curvature; thence southeasterly 234.41
feet along the arc aP a non - tangent curve to the left, having a radius of 88452 feet, the radius point of which boars north 23° 55' 01` east•,t}irough a central angle of 15° 05' 50" to a point of curvature thanes
northeasterly 43.14 feet along the arc of a non - tangent carve to the left, having a radius of 60.00 feet, the radius point of rdhrch bears not4i 06°`52' 06' east through central angle of 30° 56' 06' to the end aP this -
centerline description.
PARCEL 2:
fan of the WM. Gillia Donation d Claim No. 40 and oP the southwest quarter of the southwes quarter of Section 24, Township 23 North, '�"� 4 East, W M., an d of &ave -rment Lot I I n Section 25 Townshl p
T hat I m Lan
23 North, Range 4 Fast, WM., in King County, N+oshrngtan, more particularly described as Pollows: Be at the southwest corner of Parcel; I of city of Tukwila Short Plat No. 1 -re ao recorded under King County
Recording No. 1406050048; thence north 00° 14' 00• west, 155.41 Peet; thence south 5 41' 00" east, 10.00 Peet; thence north 00•'I4' west, b .52 feet; thence north 10° 34' 00" west, 1137 feet; thence south 63'
01' 11' east, 88.05 feet; thence south 42° 04' 00' east, 70.22 feet; thence south 57 57' 21" east, 102.40 Peet; thence south 54° 35' 20' a- !2150 feet; thence north 71° 04' 01" east, 25.00 feet; thence south 02° 13'
37' west, 106.17 Peet; thence north S7° 46' 23' west, 667 feet; thence south 02° 13' 31' west, 0.44 feet to a point of curvature; therhee•sovthwesterly 25.15 feet along the arc of a tangent curve to the right, having a
radius of 20.00 feet, trough a central angle of 72° 03' 23" to a pont oP reverse urvature; thence southwesterly 626 Peet along the arc of a tangent carve to the left, having a radius of 62.00 feet, trough a central
angle of 06° 20' 30' to a point on scald curve thence south 06° 34' 56° west, 6625 feet to a port of curvature; thence northwesterly 146.37 feet along the arc oP a non- tangent curve to the right, having a radius of
135.00 feet, the radius pont of which gears north 06° 32' 25' east, through a central angle of O1° 00' 01" to a point on satd curve; thence south 15° 32' 26" west, 3350 Peet to a point of curvature; thence westerly
9.43 feet along the arc of a non - tangent cue to the right, having a radius of 46650 feet, the roan point of which beam north 15° 32' 2c' east, through a central angle of 00° 33' 241" to a point on said curve; thence
curve
south 16° 05' 55" west, 20 -11 feet; thence south 00° 14' 00• east, 34.00 feet; theme north S9° 46' 00 east, 2450 Peet; thence south 00' 14' 00' east, 14450 feet; thence south S4° 46' 00" west, 64.00 Peet; thence
t'A"; thence north 00° 14' 00" west, 341.00 feat to the point of beginning. EXCEPT that par Ion thereof lying within the 30 foot City of
south 00° 14' 00' east, 5.50 feet; thence south 81' 46' 00" west, 115.50 Peet to Pon th
Seattle Pipeline Right- of-way os ree rded wider King County Recording No. 4106155; (ALSO KNOWN A5 revised Lot 2, GIty of Tukwila boundary the adjustment No. DI-40-8C A, recorded under King County Recording No.
5112160540; said boundary line being o revision of city of Tukwila boundary line adjustment No. 81 -1-13LA recorded under King County Recording No. 5102050354, which Revised Ctty of Tukwila Short Plat No. 15-16-55,
recorded under King Courtly Recording No. 1406050015, also under King County Roc-arcing !Ambers 7406050047 and 140605oo TOGETHER WITH a 24 foot hhayess, egress, and utilities easement over a portion of
revised Lot 3 of City of Tukwila yy Line Adjustment No. 81- 40 -13LA, lying 12 feet on each side of the following descried centerline: Gommerhchg at Point "A" as described above; thence south 00° 14' 00' east,
13.00 feet to the point of begnnng of ails centerline description; thence north 64° 46' 00 east, 4650 feet to Pant16'; thence eonthuing north 89° 46' 00' east, 64.00 feet to Point "; thence continuing north Sg° 46'
ocr east, 61.00 Peat to Pant"P'; thence contrivng north 64° 46' 00" east, 1250 feet to the end of this centerline description; ALSO TOGETHER WITH The following 25 foot Ingress, egress and vtilltres easements over
portion of revised Lots I and 3 of tarty of Tukwila boundary line adjustment No. eI- 40-13LA lying 12.5 feet on each side of the following described centerline; Becgnning at PontB', thence north 00° 14' 00' west, 73.00
feet to the end of this centerline description; Beginning at Pont °C °, thence north 00° 14' 00' west, 4850 feet to the end of this centerline description; Beginning at Pont'D', thence north 00° 14' 00' west, 226.00 foot
to the end of this centerline description.
PAS 5
That portion of Government Lot I In Section 25, Township 25 North, Range 4 East, W.M., in King County, Washington, more particularly described as follows: begimhg at the Southwest corner of Parcel 4 of It of Tukwila
Short Plat No. 78 -I6-SS as recorded under King County Recording No. 14060 thence north 00° 14' 00' west, 210.00 feet to a point of curvature; thence northerly 104.12 feet along the arc of a non - tangent
curve to the left, having a radius of 40.00 feet, the radius point of r bears north 00° 14' 00' west trough o central angle of I50° 00' 00" to a pont of reverse curvature; thence northerly 4161 feet along the arc
of a tangent curve to the right, having a radius of 40.00 feet, trough a central an of 60° 00' 00' to a point of tangency; thence north 00° 14' 00" west 121.31 feet; thence north 8 46' 00• east 115.40 feet; thence
north 00° 14' 00' west 650 feet; thence north 54° 46' 00' east 4850 feet; thence north 00° 14' 00• west 650 feet; thence north 54° 46' 00' east 2461 feet; thence south 60° 14' 00' east 17.14 feet to Paint'E";
thence north 21° 46' 00" east 4436 feet to a point of curvature; thence northerly 52.46 feet along the arc of a tangent curve to the left, having a radius of 320.00 feet, trough a central an of 01° 25' 51' to a
paint °n sald curve; e; thence south 1 25' 04° east 30.54 feet; thence south 12° 34' 56" west 28.00 feet; thence south 17° 25' 04' east 1055 thence 4 Peet; south 31° 16' 45' crest 11.01 feet; thence south 34' 31' 52' west
60.54 feet; thence south 30° 51' 21" west 61.78 feet; thence south 13° 16' 05" west 53.44 feet; thence south 15° 57' 27' west 5162 Peet; thence south 13° 48' 40' west 5453 feet; thence south 00 38' 22' east 6239 feet;
thence eolith 00° IS' 55" wart 41.21 feet; thence south 07 3 16• east 53.17 Peet; thence south IS° 21' 46' east 56.31 feet; thence south 27 51' 17" east 524 feet; thence north 51° 41' 00' west 34334 feet to the
poet of beside °glmhg. (BEING ing des KNOWN A6 revised Lot 3, of c anc lng ity of Tukwla boundary line adjustment No. SI BLA as r 4 6' 00" e corded uret King County Rco er ding of c v atvr Na. $II216O54Q, be northerly 65.55 Peat along the a ing a revblon of boun line rc adjustmena t t No 81- l-Bl -A as recorded under King c o n,ty Retarding No. 8 IO2 0 5Q 3 S4 , wh ich revised c ity of Tukw Short Plat Na. 78-I6- , r ecorded u Kn g Coun Ra No, 1 al recorded under K County
Recording Nos. 1906050097 and 7erted canter line1060°..0044); TO�- THER WlThi a 24 f oot ' in as d gre ss, r ibed a egres a bov e : thence n nd utili ea sement over a portion of re LoI o f ci of Tukwila a; thenc bound ary Line Adjust No. ndary SI -4 0-BL . l 12 an
orth 2q° E as t 49.36 feet to a po i nt
on each P oint "E o f
cuve to the l the fallow having a radius of 32000 feet, th Gamrn r °ucghh a centr al ang of II° e sc 44 ' Ia ' t° a po et on said curve th ence so uth 11° 2s' a 4 ' Eas 3 o a0 fe at t° the end o P thra cerhter
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ED
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
LEDCOR
RIVERVIEW PLAZA
TENANT IMPROVEMENT
BUILDING 2 - FLOOR 2
16000 CHRISTENSEN ROAD STE 200
TUKWILA, WASHINGTON
Eirirmirrirrami
DESIGN TEAM
PROJECT NO.:
07.253
PRINCIPAL:
VSS
DRAWN BY:
JB
CHECKED BY:
VSS
ISSUED /REVISIONS
02 -5 -08 ISSUED FOR REVIEW
2 -6 -08 ISSUED FOR PERMIT
PROJECT CONSULTANTS
SHEET TITLE
SHEET NO.
FEB - 6 2008
PERMIT 'CENTER
COVERSHEET
T1.0
CONTRACT SUITE 200
SECOND FLOOR/SUITE 200 EXITING PLAN
008-oe
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
LEDCOR
RIVERVIEW PLAZA
TENANT IMPROVEMENT
BUILDING 2 - FLOOR 2
16000 CHRISTENSEN ROAD STE 200
TUKWILA, WASHINGTON
EzErmsmiimmummil
DESIGN TEAM
PROJECT NO.:
07.253
PRINCIPAL:
VSS
DRAWN BY:
JB
CHECKED BY:
VSS
ISSUED/REVISIONS
02-05-08 ISSUED FOR REVIEW
SHEET TITLE
SHEET NO.
467 REARTIMarEFED
PALL
STATE CF W
2-6-08 ISSUED FOR PERMIT
PROJECT CONSULTANTS
SECOND FLOOR
EXITING PLAN
FEB 6 2008
PERM ii ULN L
T1.1
DOOR SCHEDULE
DOOR #
RATED
WIDTH
HEIGHT
TYPE
FRAME
MAT.
FRAME
FINISH
HARDWARE
REMARKS
202
-
3'-0"
5/5
A
B/5
B/5
HW-1
203
-
3' -0"
5/5
A
WS
B/5
HW-1
208
-
3' -0"
B/5
A
5/5
B/5
HW-I
210
-
3' -0"
5/5
A
5/5
Si 5
HW-2
211
-
3' -0'
5/5
A
5/5
Si 5
1-1M-2
212
-
3'-0'
B/5
A
B/5
13/5
H 1-2
PROVIDE FILL HT RELIT! THIS DOOR
213
-
3' -0"
B/5
A
Si 5
B/5
HW-2
214
-
3' -0'
B/5
A
3/5
B/5
HW-I /
215
-
3' -0'
13/5
A
13/5
B/5
HNF-I
211
-
3' -0"
B/5
A
B/5
13/5
1-144-2
218
-
3' -0"
B/5
A
B/5
13/5
W4-I
21q
-
3' -0"
5/5
A
B/S
13/5
14Y4-I
220
-
3' -0"
B/5
A
13/5
5/5
H M-I
\ 221
-
FR -2' -0"
B/5
8
INS
B/5
HA-3
DOOR TYPES
HARDWARE TYPES - VERIFY WITH OWNER
B/5 SOLID
CORE DOOR
B/S SOLID
CORE DOOR
HW'I - TENAN1 PASSAGE
8/5 INTERIOR DOOR HARDWARE:
HW -2 - TENANT INTERIOR LOCKING (VERIFY FINAL LOCATIONS W/ TENANT)
LOGK�ET
W4-3 - TENAN INTERIOR. PR. ENFOLD DOORS
I r
1
1
I
I
I B/5
B/5 BI -FOLD DO HARD
NOTES:
. ALL DOOR AND D OORW AYS SHALL COMPLY WITH IGG /ANSI All/J-2003 CODES, 56GTION 404
2. MAMA. = BUILDING STANDARD
3. CONTRACTOR TO REUSE AND RELOGATIr EXISTING DOORS MD HARDYVARE MERE POSSIBLE.
4. ALL DOORS TO BE EQUIPPED WITH LIVER -TYPE LATCHING HARDWARE OR OTHER
APPROVED HANDICAP ACCESSIBLE CONFIGUPER RATION P IGG /ANSI 4042.6
5. ALL DOORS TO BE OPENABL E FROM TM INSIDE WITHOUT A K!r't' OR ANY SPECIAL
KNOWLEDGE OR EFFORT.
6. EXISTING DOORS TO REMAIN.
(� 0
DEMOLITION NOTES
WERE DEMOLITION OCCURS, ALL REMAINING WALLS ARE TO BE PATCHED, SANDED SMOOTH AND
PREPARED FOR FINISHING AS REQUIRED. REMOVE EXISTING FLOOR FINISHES. PATCH AND PREPARE
FLOORS AS REQUIRED FOR SMOOTH, LEVEL FINISH.
ALL EXISTING WALL FINISHES 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 PARTITION TO EXISTING GYPSUM BOARD.
ALL CONSTRUCTION TO REMAIN AND AIFEGTED BY DEMOLITION SHALL BE PATCHED AN P SPACKLED AND
BE PROPERLY NEM5132ED AND ALIGNED 50 AS TO LEAVE NO EVIDENCE OF PATCHING OR REPAIRS.
EXISTING ELECTRICAL AND TELEPHONE comers LOCATED ON DEMOI-151 ED WALLS ARE TO BE REMOVED
INCLUDING CONDUIT AND WIRING BACK TO JUNCTION BOX LOCATIONS ARE TO BE PATCHED AND
REPAIRED TO BE FLUSH WITH ADJACENT WALL SURFACE
YWERE PLUMING FIXTURES ARE BEING REMOVED OR PIERE EXPOSED PLUMBING PIPES OCCUR, GAP LINES
BEHIND FINISHED SURFACES. PATCH AND REPAIR AS REQUIRED.
ALL EXISTING CONSTRUCTION WHERE INDICATED INGWDING ELECTRICAL, TELEPHONE, PLUMBING AND
MECHANICAL DEVICES NOT OTWERWISE INDICATED ON THESE CONSTRUCTION DRAWINGS SHALL BE
REMOVED IN A CAREFUL MANNER 50 AS NOT TO DAMAGE ADJOINING CONSTRUCTION.
PARTITION NOTES
CONTRACTOR TO VERIFY ALL DIMENSIONS. ALL DISCREPANCIES MUST BE BROUGHT TO THE IMMEDIATE
ATTENTION OF THE ARCHITECT FOR DIRECTION.
ALL PARTITIONS, UNLESS OTHERNSE NOTED, SHALL ISE CONSTRUCT WITH METAL STUDS AT 24' O.G. WITH
5/8' TYPE 'X' GYPSUM WALLBOARD EACH SIDE
THEE SHALL BE NO EXPOSED PIPE, CONDUIT, DUCTS, VENT5, ETC. ALL SUCH LINES SHALL BE CONGEALED
OR FURRED AND FINISHED, L* ESS OTHERWISE NOTED AS EXPOSED CONSTRUCTION ON DRAWINGS.
OFFSET STUDS, NM 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 CASE? OPENINGS WITHOUT LOCATION DIMENSIONS ARE TO BE SIX INCHES FROM FACE AT HINGE
SIDE OF DOOR TO ADJACENT PART171ONS.
ALL EXIT DOORM SHALL EE OPERABLE FROM THE INSIDE MgTHOUT USE OF KEY OR ANY SPECIAL
KVOW -EDGE OR EFFORT.
PROVIDE SIEET METAL REINFORCING (8' HORIZONTALLY MOULTED STRIP OF 20 GA. GALVANI7F 7 SIEET
METAL) IN PARTITIONS FOR INSTALLATION OF WALL HUNG CABINET WORK AND PANELING WHERE INDICATED
ON DRAWINGS INCLUDING ALL OWNER PROVIDE] IT13 S.
CONTRACTOR TO VERIFY DIM ENSION5 FOR ALL P12451N9 PARTITIONS.
CONTRACTOR TO PROVIDE SHOP DRA ING5 FOR DESIGNER RV TENANT APPROVAL PRIOR TO
MAN)FACTURE OF ANY CABINET WORK, MILLWORK, AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM
SHOP FABRICATED WORK
MN. 25 GA. MTL STUD TOP TRACK,
BRACE TO STRUCTURE WITH EITHER
*12 GA. GLAV. STL. SUSFENSION HAMER
WIRE SET OR 25 GA. METAL STUDS ®$'
O.G. OR 2 FM WALL SECTION
MINIMUM, ANCHOR TO TOP
TRACK PER MFG. REQUIREMENTS
SOUND EMULATION
CON'. 25 GA. GALY. S1
RUNNIER CHANNEL ANCHORED
TO FLOOR WITH FORM
ACTIVATED FASTENING
SYSTEM A 24" 0.0.
:;:!in1tun10110a : gin! immri!Ht! =.
25 GA. STUDS OR
RE HANGERS
OPTIONAL. AGOUST
ATT IF REQUIRED
MATCH&
EXIST.
CONT. t' METAL
TRIM WITH PAPER WING
25 6A. GAD/. 3-1/2' METAL
STUDS A 24' O.G.
UP TO 15'-6'
5/8' TYPE 'X' 6113.
14 -2'
EXIST.
12'3'
(10) WS. 6'X6'
FE
14' -10'
NEW
OFFI
1221
WA E�. NM EXEC. orrIcE
1 213 1
SECTION - BUILDING STANDARD PARTITION
NOT TO SCALE
jI
MEW
OFFICE
I_ 211 I
CUSTOMER
SEW. GTR
215
8 WGSTNS
= = = = DEMOLITION
KEY NOTES
ONCE
210
DEMOL9TION /PARTITION PLAN
SCALE: 1/8"-z1
PARTITION LEGEND
EXIST1N6 PARTITION TO R 1AIN.
NEW EXISTING
OFFICE OFFICE
1
I2oT
EXISTING
OFFICE
L2o61
13/5 TENANT MD DEMISING PARTITION - Si S METAL STUDS WITH 5/8' TYPE 'X' 6Y13 ON BOTH SIDES OF
PARTITION ONLY FROM FLOOR TO FIDE OF HUNG CEILING. PROVIDE INSULATION IN PARTITION
WITH 4'-0' BATT INSULATION CENTERED OVER PARTITION ABOVE GEILING.POR DEMISING PARTITION.
B/5 3' -0' x FULL HEIGHT SAFETY GLASS RELITE IN 8/5 FRAME, MATCH EXISTING
I. ALIGN FINISHED SURFACES.
2. CENTERLINE OF PILLION / COLUMN MD PARTITION.
S. ALIGN AT CORNER
4. PROVIDE 13/5 COAT ROD AND HAT SHELF.
5. PROVIDE 5/5 3/4' x 4' x 4' NON CONEUSTIBLE PLYWOOD PHONEBOARD. VERIFY 5IZE, LOCATION AND
MOUNTING HEIGHT W1114 TENANT.
6. PROVIDE B/5 STAINLESS STEEL SINK, 4'h. P-LAM BACKSLASH, 3' -IO' h. COUNTERTOP, BASE AND
UPPER CABINET WITH ONE ADJUSTABLE SHELF. PROVIDE B/5 2' -0'w. x I'$" 42. x OPEN P-LAM
CABINET IN UFPER CABINET FOR TENANT PROVIDED MICROWAVE. VERIFY ELECTRICAL REQUIREMENTS
FOR MICROWAVE PROVIDE COLD WATER LINE FOR TENANT PROVIDED COFFEE MAKER, IF REQUIRED.
Y. TENANT PROVIDED REFRIGERATOR PROVIDE COLD WATER LINE, IF REQUIRED
S. REMOVE EXISTING RECEPTION DESK. TENANT WILL PROVIDE FURNITURE THIS LOCATION.
VERIFY ELECTRICAL/DATA/PI-VC REQUIREMENTS AT THIS LOCATION.
q. TENANT PROVIDED LCD SCREEN VERIFY HEIGHT FOR BLOCKING IN WALLS AS REQUIRED. VERIFY
ELECTRICAL AND DATA/CABLE REQUIRM ENTS.
10. TENANT PROVIDED WHITEBOARD VERIFY SIZE AND HEIGHT FOR BLOCKING IN WALLS AS REQUIRED. T1
II. PROVIDE B/5 DISHWASHER- ER- PROVIDE ALL WATER, ELECTRICAL HOOKUPS, AND DRAINS PER MFG AND
LOCAL CODE REQUIREMENTS. ( 1 'ef, 4 t p • pp�' w-04144)
at (won tAk SlA lou
MATERIAL AND FINISH NO
I. PAINT ALL NEW WALLS.
2. PROVIDE NEW COVE BASE AT ALL NEW WALLS.
3. REPAIR CARPET WHERE WALLS ARE BEND DEMO'D.
FILES
I 211 I
EXISTING
OFFICE
1 205 J
ARM
I 21S I
EX15T1N6
OFFICE
1 204 1
VISITOR
NEW
OFFICE
1 203 1
SUITE 201
NO WORK THIS CONTRACT
ISITOR
220
NEW EXIST.
BOARD RM RECPT.
L202 1
21'3'
201
tOS
C o
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
LEDCOR
RIVERVIEW PLAZA
TENANT IMPROVEMENT
BUILDING 2 - FLOOR 2
16000 CHRISTENSEN ROAD STE 200
TUKWILA, WASHINGTON
DESIGN TEAM
PROJECT NO.:
07.253
PRINCIPAL:
VSS
DRAWN BY:
JB
CHECKED BY:
VSS
ISSUED /REVISIONS
02 -05 -08 ISSUED FOR REVIEW
2 -6 -08 ISSUED FOR PERMIT
PROJECT CONSULTANTS
SHEET TITLE
SHEET NO.
r•'''�:, T-
FEB - 6 2008
PLP IYIU 1 ui:N 1 k
A1.0
NELL
DEMOLITION /PARTITION
PLAN
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NEW EXEC. NEW EXEC.
OFFICE OFFICE
1 213 I
NEW
OFFICE
LIGHTING CALCULATIONS
EXISTING
OFFICE
OFFICE
ALL EXISTING LIGHT FIXTURES TO REMAIN WITHIN TENANT SPACE, NO PROPOSED CHANGE IN ENERbY USAGE.
NOTE. ELECTRICIAN TO VERIFY THAT EMERGENCY
LIGHTING MEETS ALL CURRENT EGRESS PATH
LIGHTING REQUIREMENTS PER IBC 1008.
EXISTING
OFFICE
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OFFICE
REFLECTED CEILING PLAN
LIGHTING NOTES
PROVIDE FIRE DAMPERS AT ALL SUPPLY AND RETURN AIR OUTLETS, INLETS, OR LXICT5 PENETRATING FIRE
RATED ASSEMBLIES, ENGL05URES, WALLS, FLOORS, OR SURFACES, AND AS REWIRED BY FIRE DEPARTMENT, IF
APPLICABLE.
CONTRACTOR SHALL OBTAIN APPROVAL FROM DESIGNER OF ALL THMOSTAT LOCATIONS.
ALL REWIRED 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 SE INSTALLED AT +48' A.F.F. MITRE SWITCHES SHOULD SE SAWED TOGETHER
UNIT-7.., OTHERWISE SPECIFIED.
CONTRACTOR SHALL PROVIDE EMERGENCY LIGHTING, STROBE LIGHTS, AUDIO VISUAL ALARMS, TO MEET ALL
APPLICABLE CODES.
CONTRACTOR TO VERIFY ALL SNITCH LOCATIONS WITH TENANT PRIOR TO INSTALLATION. NR1 OF SWITCHES
FOR OPEN AREA 15 BIDDER DESIGN. SWITCHES INDICATED ON DRAWING FOR OPEN AREA ARE FOR RACE
ONLY.
CONTRACTOR SHALL PROVIDE SEISMIC BRACING A ALL RELOCATED LIGHT FIXTURES.
CONTRACTOR SHALL PROVIDE LAMPS W/ RATED HOUSINGS WHERE FIXTURES CONE IN DIRECT CONTACT WITH
INSULATION OR FRQYIDE GPIB TENTING PER LOCAL GOD REGIUIREMENTS.
LIGHTING LEGEND
SITOR
NEW EXIST.
BOARD RM RECPT.
GOATS/'STOR.
221
EXISTING B/5 2 x 4 FLUORESCENT LIGHT FIXTURE TO REMAIN
RELOCATED Si 5 2 x 4 FLUORESCENT LIGHT FIXTURE
INDICATES 24 HOUR FIXTURE W/ BATT'ER1' BACKUP PACKS FOR INERGENCY LIGHTING
RELOCATED 24 HOUR FIXTURE
▪ s/S INCANDESCENT .4411 6/5 EXHAUST FAN
I INA EXIT SIGN - DIRISCT1oN of ARROW
A 9/5 SINGLE SWITCH - INBOARD
+ B/5 SINGLE SWITCH - OUTBOARD
E?gST1NG HVAG VENT LOCATION (ANY WORK UNDER SEPARATE PERMIT)
• EXISTING SPRINKLER LOCATION (ANY WORK UNDER SEPARATE PERMIT)
EXISTING TO REMAIN
R R130GATE EXISTING FIXTURE
N NBH
T
D08- 07 1 -1
NOTE: GOKTRAGTOR TO REUSE AND / OR RELOCATE EXISTING LIGHT FIXTURES AND SWITCHES WHERE
POSSIBLE.
GONTRAGTOR TO RESWITCH / RE CIRCUIT LIGHT SWITCHES AND LIGHT FIXTURES AS TEEM,.
ALL EXI511N6 LIGHT FIXTURES / SWITCHES NOT SHOWN ARE TO REMAIN.
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
C O
DESIGN TEAM
PROJECT NO.:
07.253
PRINCIPAL:
VSS
DRAWN BY:
JB
CHECKED BY:
VSS
LEDCOR
RIVERVIEW PLAZA
TENANT IMPROVEMENT
BUILDING 2 - FLOOR 2
16000 CHRISTENSEN ROAD STE 200
TUKWILA, WASHINGTON
ISSUED /REVISIONS
2 -5 -08 ISSUED FOR REVIEW
2 - - 08 ISSUED FOR PERMIT
PROJECT CONSULTANTS
SHEET TITLE
SHE NO.
NELL
FEB - 6 2006
€P H m GEN TLt
REFLECTED CEILING PLAN
A2.0
SE 15M I G BRAG I NG PERSPECTIVE
COUNTER SLOPE /SPLAYED
SEISMIC AG I NG WIRE ATTACHMENT
M6" DRILL-IN EXPANSION ANCHOR MINIMUM
5T®- STRAP r WIDE X 2' LONG X 12
GAGE MN
3 TURNS
COUNTER SLOPE/SPLAYED SEISMIC WIRE
ASSEMBLY (PER ASTM C -636)
3 TURNS
VERTICAL WIRE HANGER
ATTACHMENTS
SCALE: N.T.S.
STRUCTURAL CONCRETE -I
VERTICAL HANGER WIRE ATTACHMENT
SHOT -IN ANCHOR
STRUCTURAL CONCRETE
CEILING CLIP
ELECTRICAL FIXTURE NOTES:
I. LIGHT FIXTURES WEIGHING LEIS& THAN 10 POUNDS SHALL HAVE ONE 12 GAGE HANGER WIRE
CONNECTED FROM FIXTURE TO THE STRUCTURE ABOVE THIS WIRE MAY BE SLACK.
2. LI614t FIXTURES WEIGHING MORE THAN 10 RANDS AND LESS THAN 56L135. SHALL HAVE TWO
GAGE WIRIES ATTAGHED AT OPPOSING CORNERS OF TINE LIGHT FIXTURE TO TIE STRUCTURE
ABOVE TI-ESE WIRES MAY BE SLACK
3. LIGHT FIXTURES WEIGHING MORE 'THAN 56 L. SHALL BE SUPPORTED DIRECTLY FROM THE
STRUCTURE ABOVE.
4 . PENDANT MOUNTED FIXTURES SHALL BE DIRECTLY SUPPORTED MOM THE STRJGTUREZ ABOVE
USING A q GAGE WIRE OR AN APPROVED ALTERNATE SUPPORT WITHOUT USING THE CEILING
SUSPENSION FOR DIRECT SUPPORT.
5. TANDEM FIXTURES MAY UTILIZE COMMON WIRES.
SCALE: N.T.S.
CEILING BRACING, 5E DETAIL *I
THIS SHAT
MECHAN I GAL SERV I GES NOTES:
I. TERMINALS oR 5E3R 1C 5 WEIGHING 2OL135. BUT NOT MORE THAN 56L85. MUST HAVE TWO 12
GAGE WIRES CONNECTING THEM TO THE CEILING SYSTEM MASERS OR TIE STRUCTURE ABOVE
THESE WIRES MAY BE SLACK
2. TERMINALS OR SERVICES WEIGHING MORE THAN SUBS. MST BE IIVEPENDENTLY SUPPORTED
DIRECTLY FROM TFE STRUCTURE ABOVE THESE WIRES MUST BE TAUT.
SEISMIG SEPARATION NOTES:
I. FOR MLR* ARIAS IBZEEDIN& 2500 SO. FT., A SEISMIC SEPARATION JOINT OR FLU MIGHT
WALL PARTITION THAT BREAKS THE CEILING SHALL BE PROVIDED L LE'S5 ANALYSES ARE
FEIRPORI OF THE CEILINGS BRACING SYSTEM, GLORTRE ANGLES AND PENETRATIONS TO
PROVIDE SUFFICIENT CLEARANCE.
SEISMIC SEPARATION JOINT
COUNTER SLOF PLAYED SEISMIC
BRACING, WIRE ATTACHMENT, SEE
ATTACHT4 T DETAILS THIS SHEET
2. THE LAYOUT AND LOCATION OF 14E SEISMIC SEPARATION JOINT SHALE. BE PER THE DI:': l6T R
OF RECORD AND NOTED ON THE PLANS. IF A SEISMIC SEPARATION JOINT 15 REQ. BY THE
DE5IGNE R, TFE DESIGNER MAY USE THE GENERIC JOINT DETAILED ABOVE OR A PROPRIETARY
JOINT, THE AMOUNT OF FREE MOVEMENT ( GAP DESIGN) SHALL BE PER THE DESIGNER OF
RECORD.
3' MAX
NOTES:
I. MESE RECOMMENDATIONS IONS ARE INTENDED FOR SUSPENDED CEILINGS INCLUDING GRID, PANEL
OR TILE, LIGHT FIXTURES AND AIR TEMINALS WEIGHING NO MORE THAN 41.156. PER SGEUARE
FOOT.
2' MIN.
2. ALL WIRE TIES ARE TO BE THREE INCHES. TWELVE GAGE HANGER WIRE SPACED 4 FOOT ON
GI NTER.
B. GHANSe IN CEILING PLANES YIILL REQUIRE POSITIVE BRACING.
LATERAL FORCE BRACING
SCALE: N.T.S.
NOTES
I. WALL MOLDTN65 (p87IMETER CLOSURE ANGLES) ARE REWIRED TO HAVE A FORIZONATAL
FLANGE 2 INCHES WIDE, UNLESS ALTERNATE METHODS ARE APPROVED PRIOR TO
INSTALLATION BY THE LOCAL BUILDING DEFT. ONE END OF THE GE'.ILIN6 GRID SHALL BE
ATTACFtED TO 114EE WALL MOLDING, THE OTHER END SHALL HAVE A 3/4° CLEARANCE FROM
THE WALL AND FREE TO SLIDE
2. THE GRID SHALL BE ATTACFED AT TWO ADJACI NT WALLS( POP RIVETS OR APPROVED
METHOD)
a nee SHALL BE A MOW 3/4° CLEARANCE FROM THE END OF TT$ GRID SYSTEM AT
UN-ATTACHED WALLS.
4. SPREA DER (SPACER) BARS OR OTTER MEANS APPROVED BY LOCAL BUILDENG, DEPARTMENT
SHALL BE USED TO PREV NT 11 I ND5 OF TIE MAIN BEAMS AT PERIMETER WALLS FROM
SPREADING OPEN DURING A SEISMIC EVENT. PERIMETER WIRES SHALL NOT BE IN LIEU OF
SPREADER BARS.
5. WIRE TYING 15 ACCEPTABLE ALTERNATIVE TO SPREADER BARS.
6. SPREADESR BARS ARE NOT REQ. IF A 4 10 DEGREE INTERSECTING CR055 OR MAIN IS WITHIN S
INGEHES OF THE PERIMETER : LL
SPREADER BAR & WALL MOLDING
SCALE: N.T.S.
5/4 MIN. AT
UNATTACHED WALLS
SPREADER BAR OR
EQUAL TO KEEP
PEaJMTE7 COMPONENTS
FROM SPREADING APART
NOTES:
I. HANGER AND PERIMETER WIRES MUST BE PLUMB WITHIN I IN 6 UNLESS COUNTER SLOPING WIRES
ARE PROVIDED.
2. HANGER WIRES SHALL BE 12 GAGE AND SPACED 4 FEET ON CENTER OR 10 GAGE SPACED 5
MET ON CENTER
3. ANY COFAEECTION DEVICE AT THE SUPPORTING CONSTRUCTION SHALL BE CAPABLE of
CARRYING NOT LESS THAN 100 POUNDS.
4. FOR ESSENTIAL FACILITIES, HANGE=R WIRE CON ECITONS MIST 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 AND TO 14E STRUCTURE IN SUCH A
MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR THE
ACTUAL MICA LOAD, WITH A SAFETY FACTOR OF Z WHICHEVER 15 GREATER
6. POWDER DRIVEN FASTENERS MUST BE APPROVED FOR APPROPRIATE LOADING.
- F. TERMINAL ENDS OF EACH MAIN BEAM ARID GROSS TEE MUST BE SUPPORTED WITHIN S INCHES
OF EACH WALL WITH A PERIMETER WERE
HANGER (SUSPENSION) WIRES
SCALE: N.T.S.
MAX. RECOMMENDED LENGTH FOR VERT. BRACING
rttr CONDUIT: 1' MIL STUD (25 GA):
I/2' EMT CONDUIT < 6' 15/8' MTL STUD < 6-2
3/4' ENTT CONDUIT <5'-6' 2 I/2' MTL STUD < 10'-6'
I' EMT CONDUIT <I0' -0"
*PROVIDE ENGINEERING IF PLENUM
SPLAY WIRE ARE TO BE MIN.
4-12 GA. WIRES ATTACHED TO
THE MAIN SEAM. WIRES ARE
ARRAYED q0° FROM EACH OTHERR
4 AT AN ANGLE NOT EXCEEDING
45° FROM THE PLANE OF TIE GL6.
HANGER WIRE SHALL BE 12 GA. 4
4' OG. OR 10 GA. 4 5' CC. TERMINAL
ENDS OF EA. MAIN OR GROSS TEE
MUST BE SA:PORT'ED WITHIN 6'
OF EA. WALL.
12 GA. HANGER WIRE SPACED
4' CC. ALL WIRE 11E5TOBE
3 TIGHT TURNSAROUND ITSELF
WITHIN 3 INCHES.
OPTIONAL LATERAL BRACING SHALL
BE 12' AND BEGIN <6'
FROM WALLS -SE CHART FOR SIZES
AND VE IRIFY LOCAL CODE REQ.
LAT. FORGE BRACING 4 EA. 12
GA WIRE SECURED TO MAIN
RUTTIER WITHIN 2' -0' OF GROS
TEE AND SPLAYED 6 10° FROM EA.
OTHER ® 12' -0' OL. BOTH
DIRECTIONS W/ FIRST POINT
WITHIN AP-0° FROM EA. WALL
MAIN BEAM
CROSS TEE
NOTES:
I. INSTALL SYSTEM IN ACCORDANCE W/ 2003 IBC, ASTM 0-635 AND 0636, ASGE 7-02 i CISGA.
2. LATERAL BRACING 15 REQUIRED FOR CLG > 1000 SF AND NOT REQUIRED FOR GIG. < 1000
PROVIDED THEY ARE SURROUNDED BY 4 WALLS AND BRACED TO STRUCTURE. PLENUMS < 12' DO NOT
NEED LATERAL BRACING.
3. LATERAL FORGE=S BRAGS S SHALL BE 12' OG. (MAX) AND BEGIN NO FURTHER THAN 6' FROM WALLS.
4. LIGHT FIXTURES < 10 LBS SHALL HAVE 112G1. HANGER LIGHT FIXTURES > 10 LBS AND < 56 LBS
SHALL HAVE 2 12 GA. WIRES ATTACHED AT OPP051N6 CORNERS OF THE LIGHT FIXTURE TO THE
STRUCTURE ABOVE FIXTURES >56 L135 SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE
5. ONLY HEAVY -DUTY T-BAR GRID SYSTEM ALLOYED PER ASCE -7, SECTION q.62b .2.2
SUSPENDED CEILING BRACING
SCALE: N.T.S.
CEILING GRID GENERAL NOTES
ELECTRIGAL FIXTURE NOTES:
I. LIGHT FIXTURES WEIGHING LESS THAN 10 POUNDS SHALL HAVE ONE 12 GAGE HANGER WIRE'.
CONNECTED FROM FIXTURE TO THE STRUCTURE ABOVE. THIS WIRE MAY BE SLACK.
2. LIGHT FIXTURES WEIGHING MORE THAN 10 POUNDS AND LESS THAN 55LBS. SHALL HAVE TWO
GAGE WIRES ATTAGFED AT OPPOSING CORNERS OF THE LIGHT FIXTURE TO THE STRUCTURE
ABOVE. THESE WIRES MAY BE SLACK
5 . LIGHT FIXTURES WEIGHING MORE THAN 56 LB5. SHALL BE SUPPORTED DIRECTLY FROM THE
STRUCTURE ABOVE.
4. PENDANT MOUNTED FIXTURES SHALL BE DIRECTLY SUPPORTED FROM THE STRUCTURE R ABOVE
USING A Q GAGE WIRE OR AN APPROVED ALTERNATE SUPPORT WITHOUT USING THE CEILING
LION FOR DIRECT SUPPORT.
5. TANDEM FIXTURES MAY UTILIZE COMMON WIRES.
MECHANICAL SERVICES NOTES:
I. TERMINALS OR SERVICES WEIGHING 20LB5. BUT NOT MORE THAN 56LBSS. MUST HAVE TWO 12
GAGE WIRES CONNECTING THIN TO THE CEILING SYSTEM HANGERS OR THE STRUCTURE ABOVE.
THESE WIRES MAY BE SLACK
2. TERMINALS OR SERVICES WEIGHING MORE THAN 56LB5. MUST BE INDEPENDENTLY SUPPORTED
DIRECTLY FROM TIE STRUCTURE ABOVE. THESE WIRES MUST BE TAUT.
SPRINKLER NOTES:
I. FOR CE LINGS WITHOUT RIGID BRACING, SPRINKLER HEAD PENETRATIONS SHALL HAVE A 2'
OVEZ5IZE RING, SLEEVE OR ADAPTER THROGH THE CEILING TILE TO ALLOW FREE MOVEMENT
OF AL LEAST I' IN ALL HORIZONAL DIRECTIONS. FLEXIBLE HEAD DEIGN THAT CAN
ACCOMMODATE I" FREE MOVEMENT SHALL BE PERMITTED AS AN ALTERNATE.
O O8o7 y
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DESIG
22002 - 64th Avenue W., Suite 2C
Mountlake Terrace, WA 98043
T: 425- 670 -6706 F: 425 -774 -8219
REGISTRATION
4676
NZ
PROJECT NAME
LEDCOR
RIVERVIEW PLAZA
TENANT IMPROVEMENT
BUILDING 2 - FLOOR 2
16000 CHRISTENSEN ROAD STE 200
TUKWILA, WASHINGTON
DESIGN TEAM
PROJECT NO.:
07.253
PRINCIPAL:
VSS
DRAWN BY:
JB
CHECKED BY:
vss
ISSUED /REVISIONS
2 -5 -08 ISSUED FOR REVIEW
2 -6 -08 ISSUED FOR PERMIT
PROJECT CONSULTANTS
SHEET TITLE
REFLECTED CEILING PLAN
SHEET NO.
C o
planning interiors architecture
ARCHITECT
PAUL.
STATE OF WASI-INGTON
per., FEB - 6 2008
A2.1
NELL
ICE
15
h.5.
6'X6'
5
h.5.
6'x6'
6'x6'
6'X6'
1 6'x6']
16'x6'
VISITOR
SUITE 201
NO WORK THIS CONTRACT
r.� itnnn
1
a
uuuuu
W Z
I5ITOR
DRAWN BY:
JB
CHECKED BY:
VSS
ISSUED /REVISIONS
2 -5 -08 ISSUED FOR REVIEW
2 -6 -08 ISSUED FOR PERMIT
�ICEE OFFICE OFFICE
NEW EXEC. NBN EXEG.
OFFICE OFFIGE
L 213
CUSTOMER
SERV. GTR
1 215
WYSTN5
NEW EXISTING
OFFICE OFFICE
PROVIDE MINIMUM (I) DUPLEX AND (I)
DATA PHONE FOR EACH DESK, WITH
EITHER FOYER POLE OR IL..EX
CONDUIT EXTION.
OFFICE OFFICE
SCALE: I /8" =1
EXISTING
OFFICE
ELECTRICAL LEGEND
NEW
OFFICE
NEW EXIST.
BOARD RM REGPT.
ELECTRICAL /PHONE /DATA PLAN
ELECTRICAL NOTES- VERIFY FINAL LOCATIONS WITH
TENANT
ALL WALL MOUNTED TELEPHONE AND ELECTRICAL OUTLETS TO BE INSTALLED 18" ABOVE FLOOR UNLESS
OTHERWISE NOTED.
ALVANY CORE DRILL LOCATIONS SHALL 5E VERIFIED WITH DESIGN PRIOR TO DRILLING. ALL UNUSED GORE
DRILLS SHALL BE PLUGGED AND GAPPED AS REQUIRED TO MAINTAIN FLOOR HRE RATING.
ALL TELEPHONE AND CONFUTER WIRES SHALL BE PULLED BY TENANTS CONTRACTOR UNLESS OTHERWISE
NOTED. ELECTRICAL CONTRACTOR SHALL PROVIDE PILL WIRES AND BOXES AT EACH LOCATION.
ogc WALL MOUNTED DUPLEX RECE TIGAL OUTLET
$ WALL. MOUNTED DUPLEX RECEPTACLE OUTLET - DEDICATED 120V, 20A
WALL MOUNTED QUADRAF1 EX RECEPTACLE OUTLET
O. WALL MOUNTED GABLE (TV) OUTLET
Q WA I. MOUNTED COMISINATION TELEPHONE AND DATA OUTLET
-0 WALL MOUNTED TIMER SWITCH
-e- WALL MINTED NTED DISFBNA: R RECEPTACLE
I— ELECTRICAL FLED (PIGTAIL) VERIFY ALL FURNITURE REQUIRMENETS FOR HOOKiIPS
(2) INDICATES QUANTITY
E EXISTING
R RETROFIT EXISTING OUTLET
6FI GROUND FAULT INTERRUPTER
NOTE: CONTRACTOR TO REUSE AND / OR RELOCATE EXISTING ELECTRICAL I 'TELEPHONE OUTLETS
Yid POSSIBLE
ALL EXISTING ELECTRICAL / TELEPHONE OUTLETS NOT SHOWN ARE TO REMAIN.
USE BUILDING STANDARD E ECTRIGAL FIXTURES BUT UNLESS OTle2'1ISE NOTED.
NOTES, ELECTRICAL /DATA /PHONE REQUIRMENTS WILL VARY
FOR THE WORKSTATIONS, VIERIFY NUMBER OF CIRCUITS
REQUIRED AND NUMBER OF OUTLETS /DATA /PHONE JACKS
NEEDED PER WORKSTAION CONFIGURATION WITH TENANT
AND FURNITURE VENDOR PRIOR TO FINAL INSTALLATIONS.
PROJECT NAME
DESIGN TEAM
PROJECT NO.:
07.253
PRINCIPAL:
VSS
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
4676
LEDCOR
RIVERVIEW PLAZA
TENANT IMPROVEMENT
BUILDING 2 - FLOOR 2
16000 CHRISTENSEN ROAD STE 200
TUKWILA, WASHINGTON
PROJECT CONSULTANTS
SHEET TITLE
SHEET NO.
FEB ® 6 2008
I�9`di E I Ui.N I e'
ELECTRICAL/PHONE/
DATA PLAN
E1.0