HomeMy WebLinkAboutPermit D09-229 - DSV INC - TENANT IMPROVEMENTDSV INC
16040 CHRISTENSEN RD
SUITE 212
D09 -229
Parcel No.: 2523049039
Address: 16040 CHRISTENSEN RD TUKW
Suite No:
Tenant:
Name: DSV, INC
Address: 16040 CHRISTENSEN RD, STE 212 , TUKWILA WA
Owner:
Name: BRCP RIVERVIEW PLAZA LLC
Address: 248 HOMER AVE , PALO ALTO CA 94301
Phone:
Contact Person:
Name: VICKI SOMPPI
Address: 22002 64 AV W #2C , MOUNTLAKE TERRACE WA 98043
Phone: 425 670 -6706 X 101
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:
DEMOLITION OF OFFICES, INFILL RELITES, NEW LIGHTS AND CEILING TILES, AS WELL AS CONFERENCE ROOM WALL
Value of Construction: $27,000.00 Fees Collected: $970.08
Type of Fire Protection: SPRINKLERS,AFA International Building Code Edition: 2006
Type of Construction: VB Occupancy per IBC: 0008
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
DEVELOPMENT PERMIT
* *continued on next page **
Permit Number: D09 -229
Issue Date: 11/16/2009
Permit Expires On: 05/15/2010
Expiration Date: 03/04/2010
D09 -229 Printed: 11 -16 -2009
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: Public:
Storm Drainage:
Street Use: Profit: N Non - Profit: N
Water Main Extension: Private: Public:
Water Meter:
Permit Center Authorized Signature:
I hereby certify that I have read and e - - d this permit and know the same to be true and correct. All provisions of law and ordinances
governing this work will be complied ' hether 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 perfo}ynance of work. I am authorized to sign and obtain this development permit.
/ / -// �J
Signature:
Print Name:
doc: IBC -10/06
City oftukwila 0
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
N
>i , Ct, v L vt P t 2n
Permit Number: D09 -229
Issue Date: 11/16/2009
Permit Expires On: 05/15/2010
Number: 0 Size (Inches): 0
Start Time:
Volumes: Cut 0 c.y.
Date:
End Time:
Fill 0 c.y.
Start Time: End Time:
Date: It
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.
D09 -229 Printed: 11 -16 -2009
14: ** *FIRE DEPARTMENT CONDITIONS * **
doc: Cond -10/06
City of Tukwila
Parcel No.: 2523049039
Address: 16040 CHRISTENSEN RD TUKW
Suite No:
Tenant: DSV, INC
1: ** *BUILDING DEPARTMENT CONDITIONS * **
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
PERMIT CONDITIONS
Permit Number: D09 -229
Status: ISSUED
Applied Date: 10/23/2009
Issue Date: 11/16/2009
2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the
Building Official.
3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center
(206/431- 3670).
4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to
start of any construction. These documents shall be maintained and made available until final inspection approval is
granted.
5: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design
requirements of ASCE 7.
6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced
to the building structure.
7: All construction shall be done in conformance with the approved plans and the requirements of the International
Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code.
8: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary
sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other
excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of
this requirement.
9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building
inspector. No exception.
10: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the
International Building Code and the Washington State Ventilation and Indoor Air Quality Code.
11: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila
Permit Center.
12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building
Department (206- 431 - 3670).
13: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of,
any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits
presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila
shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the
Building Official from requiring the correction of errors in the construction documents and other data.
D09 -229 Printed: 11 -16 -2009
• 110
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
15: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the
following concerns:
16: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at
one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry
chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1)
17: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or
brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation
instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so
that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross
weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the
floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4
inches (102 mm). (IFC 906.7 and IFC 906.9)
18: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot
be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) .
19: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available
for use. These locations shall be along normal paths of travel, unless the fire code official determines that the
hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5)
20: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that
indicates the month and year that the inspection was performed and shall identify the company or person performing the
service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge
procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the
inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these
required surveys. (NFPA 10, 4 -3, 4 -4)
21: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort.
(IFC 1008.1.8.3 subsection 2.2)
22: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle
is engaged from inside the tenant space. (IFC Chapter 10)
23: 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)
24: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10)
25: 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)
26: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating
and/or adding sprinlder heads. (IFC 901.4)
27: 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)
28: All new sprinkler systems and all modifications to existing sprinlder systems shall have fire department review and
approval of drawings prior to installation or modification. New sprinlder 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)
doc: Cond -10/06
D09 -229 Printed: 11 -16 -2009
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: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth
in Table No. 803.5 of the International Building Code.
30: 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)
31: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and
#2051)
32: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed
description of intended use.
33: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of
such condition or violation.
34: 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 **
D09 -229 Printed: 11 -16 -2009
(10
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. (� /
h
Print Name: �) ui i ,22e h
doc: Cond -10/06 D09 -229
Date: /l - /" l//
ordinances governing
or local laws regulating
Printed: 11 -16 -2009
SITE LOCATION
King Co Assessor's Tax No.: 25 2 3Oct -9.09, ' -crop?,
Site Address: V e 4o Cll'infrA4 4A'% Led (E Etc . 1) Suite Number: 242, Floor: 24...el
Tenant Name: 05V, l vt C-. New Tenant: 2l..,... Yes EJ ..No
Property Owners Name: UK, W PY/10 -
Mailing Address: 1
CONTACT PERSON -- who do we cont
when your permit is ready tb be issued
�l l�Gl 60 1 ^ 1 4 9 0 t Day Telephone: q26---. C. 70 ` 7 0h - l0
Mailing Address: 21.0 Z (04 NA Aire w 4Z,C✓ Mpt:L/1,6-We/, ted ra-a... w4-
City State Zip
E -Mail Address: \hb \s eo N.lett,11 ck- 6 L(,.!OWk. Fax Number: 2S- 7 7 Li' (g2- 9
Name:
GENERAL CONTRACTOR INFORMATION —
(Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5))
l3b Company Name:
Mailing Address:
City
Day Telephone:
Fax Number:
Expiration Date:
Contact Person:
E -Mail Address:
Contractor Registration Number:
ARCHITECT OF
All= lens must b
ttect of
Company Name:
Mailing Address:
Contact Person:
Company Name:
Contact Person:
E -Mail Address:
CITY OF TUKW /V
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://wwweLtukwila.wa.us
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 **
1(, O'10 oAm's- vu.S6 .. 7 5-k. I b ii kw► k- W 4 1€
City State
Co t t t( 6
22-) 0 2. . Atfrc_W ZC�
Vi t l�-i 5o (pp4
E -Mail Address: t [.t.SC COA-41(I(2I0e 1 1t , Govvt
All plans
NGINEER OF RECORD
J
wet stamped by Engineer`of
Building Permit No.
Mechanical Permit No.
Plumbing /Gas Pe
Public Works Permit No.
Project No.
r office use only)
DO 1 -22�
State
M,ot wi- lc - t - 4, e: WA- 9 go ys
City ` State Zip
Day Telephone: . • 6 76 G 70(1 "10 l
Fax Number: . 1 4 2 S• 77 • g21,
Mailing Address:
City
Day Telephone:
Fax Number:
Q:\Applications\Porms- Applications On Line \3 -2006 - Permit Application.doc
Revised: 9 -2006
bh
State
Zip
Zip
Zip
Page 1 of 6
BUILDING PERMIT INFORIV['ION - 206 - 431 -3670
>n r l d a,at cet fats, l&tut cmik. itt VAV
Will there be new rack storage? E.... Yes �No
Will there be a change in use? ❑ Yes
Q: \Applications\Forms- Applications On Line\3-2006 - Permit Application.doc
Revised: 9 -2006
bh
FIRE MATERIALS:
`�C ,, Sprinklers a Automatic Fire Alarm
No
Valuation of Project (contractor's bid price): $ ,23 otr Existing Building Valuation: $
Scope of Work (please provide detailed information): Sew-olii-ibvt o - of bis l 1' yl,C C( KMb
If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
at Floor
2' Floor
loon
Floors
thru
Bt
emen
Accessory Structure*
Attached Garage
Detached Garage
Attached Carport
Detached Carport
Covered Deck
Uncovered Deck
Interior Remodel
Addition to
Existing
Structure
Type of
Construction per
IBC
Type of
Occupancy per
IBC
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: EXtS Compact: 6x4'1 N (C" Handicap :£xc3 N/G
❑ None
If "yes ", explain:
❑ Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes( No
If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets.
SEPTIC SYSTEM
❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
Page 2 of 6
PERMIT APPLICATION NOTE - 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 revieved and is subject
to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation.
Building and Mechanical Permit
The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be
requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition).
Plumbing Permit
The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested
in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition).
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING OWNER OR AUTHORIZED AGENT:
U t -C.-t —SO
Mailing Address: 22 OOZ VI. 0 1 . G6 ` 2-C,
Signature:
Print Name:
Date Application Accepted:
Pl i-12 1 ° e l
Q:\Applications\Forms- Applications On Line \3 -2006 - Permit Application.doc
Revised: 9 -2006
bh
Date: OZ 4 e'
Day Telephone: 1 12c. f j 7(0 , b706 - 10(
MA -- i(r
City State Zip
Date Application Expires:
NI VA°
Staff Initials:
Page 6 of 6
i
Fixture Type:
Qty
Fixture Type:
•ty
Fixture Type:
Qty
Fixture Type:
Qty
Bathtub or combination
bath /shower
Drinking fountain or wat
cooler (per head)
Wash fountain
Gas piping outlets
Bidet
Food -waste grinder,
commercial
Receptor, indirect
waste
Clothes washer, domestic
Floor drain
Sinks
Dental unit, cuspidor
Shower, single - ad trap
Urinals
Dishwasher, domestic,
with independent drain
Lavatory
Water Closet
Building sewer or trailer
park sewer
Rain wat system — per
drain ' side building)
'' ter heater and /or
ven:.
Additional medical gas
inlets /outlets — six or more
Industrial waste
pretreatment interceptor,
including its trap and vent,
except for kitchen type
grease interceptors
Rep: or alteration of water
pi g and /or water treating
- . uipment
Repa ; or alteration
of drai • a or vent
piping
Medical gas piping system
serving one to five
inlets /outlets for specific gas
I PLUMBING AND GAS PIPIN . LERMIT INFORMATION - 206-4S_ 3670
PLUMBING AND GAS PIPING CONTRACTOR INFORMATION
Company Name:
Mailing Address:
Contact Person:
E -Mail Address:
Contractor Registration Number:
Building Use (per Int'l Building Code):
Occupancy (per Int'l Building Code):
Utility Purveyor: Water:
Valuation of Plumbing wo (contractor's bid price): $
Valuation of Gas Piping wo (contractor's bid price): $
Scope of Work (please provid • etailed information):
Q:\Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc
Revised: 9 -2006
bh
Sewer:
Indicate type of plumbing fixtures and/or gas piping ' utlets be : installed and the quantity below:
City State Zip
Day Telephone:
Fax Number:
Expiration Date:
Page 5 of 6
Receipt No.: R09 -01810
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
Payment Check 7877 589.70
Authorization No.
TRANSACTION LIST:
Type Method Descriptio Amount
RECEIPT
Parcel No.: 2523049039 Permit Number: D09 -229
Address: 16040 CHRISTENSEN RD TUKW Status: APPROVED
Suite No: Applied Date: 10/23/2009
Applicant: DSV, INC Issue Date:
Initials: JEM Payment Date: 11/16/2009 08:32 AM
User ID: 1165 Balance: $0.00
Account Code Current Pmts
000.322.100
640.237.114
Total: $589.70
0
Payment Amount: $589.70
585.20
4.50
PAYMENT
RECEIVED
doc: Receiot -06 Printed: 11 -16 -2009
Receipt No.: R09 -01670
ACCOUNT ITEM LIST:
Description
PLAN CHECK - NONRES
City of Tukwila
Payee: CONNELL DESIGN GROUP, INC.
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Fax: 206 - 431 -3665
Web site: http://www.ci.tukwila.wa.us
Parcel No.: 2523049039 Permit Number: D09 -229
Address: 16040 CHRISTENSEN RD TUICW Status: PENDING
Suite No: Applied Date: 10/23/2009
Applicant: DSV, INC Issue Date:
Initials: JEM Payment Date: 10/23/2009 10:51 AM
User ID: 1165 Balance: $589.70
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Check 16629 380.38
Authorization No.
RECEIPT
Total: $380.38
Payment Amount: $380.38
Account Code Current Pmts
000.345.830 380.38
PAYMENT
RECEIVED
doc: Receiot -06 Printed: 10 -23 -2009
Project:
J)S —EN
Type of Inspection:
F �.1AL Svs.e.,
/A JAL,..
Address:
1G Oy 0 Ct-lR m r.) k D
Date Called:
A -FrAm; Ay _
Special Instructions:
_..1_0
Date Wanted: (a.m�
I 2 - I (o - 69 0:nr.
Requester:
Phone No:
Co. — 4.17 1
required prior to approval
Approved per applicable codes.
Corrections
COMMENTS: I
(. /
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.
•
..... )
• / � 7 c d r � I
/ -.
...)_
_-
_
_.,
Inspec or: I
Date: `., (41 Q q
Prior to inspection, fee must be
100. Call to schedule reinspection.
$60.00 REINSPECTION FEE REQUIRED.
paid at 6300 Southcenter Blvd., Suite
Receipt No.: (Date:
ti
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION R
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-367p
COMMENTS:
Type of Insp� } ct ti io ` nn: .
Address: (
Date Called:
Spec Instructions:
Date Wanted a
_
I2 of
`-
ere 6cz &.1 ?
___
b-;
4
�-Q CA`� .fiQ_
((. -.p el P i f lib Je.
M
n % I
Project0 ■ . U -TA ...
Type of Insp� } ct ti io ` nn: .
Address: (
Date Called:
Spec Instructions:
Date Wanted a
_
I2 of
Requester:
Phone No: � 3 � f � ��
7 (,- l
oos_z21
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 -3670
Approved per applicable codes. 0 Corrections required prior to approval. - ,.
Ins tor: Date/ 2 ."
P
$60.00 REINSPECTION FEE R QUIRED. Prior to inspection, fee must be
paid t 6300 Southcenter Blvd., uite 100. Call to schedule reinspection.
'Receipt No.:
1Date:
Project: !
p S :CAC
Type of Inspection:
Sos,eit it 66 I . y
Address:
16040 LE :
e-A,101 /1
Date Called:
D -
Special Instructions:
z I
1
i k ; ., 3 e Y ail
Date Wanted:
/7,-. (//4?
/
a.�
p.m.
Requester:
o k- Z'a
Phone No:
?t0 4 113-1'
1 3
A.P (_'C
COMMENTS:
Ae 0
:h.eiq A ct 1iA:IA s ( e.
- i
i k ; ., 3 e Y ail
,,d.
o k- Z'a
, J es
( ` Al o AA
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Date:, r n l
4te
coq -
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION 1 -
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
E Approved per applicable codes. Corrections required prior to approval.
El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
'Date:
Project:
pski
Type of Inspection:
FR A M ( N C,,,,.
Address:
I 6,o 'lo eh ./ i 4 j U kr.
Date Called:
Special Instructions:
Date Wanted:
11 —I t. —OC7
Eii.
Requester:
Phone No:
ao6 - K73 -/71 3
INSPECTIO NO.
INSPECTION RECORD
Retain a copy with permit
PERMIT NO.
CITY OF UKWILA BUILDING DIVISION g
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
Approved per applicable codes. Corrections required prior to approval.
COMMENTS:
onf 4P c , a �A
hiivilj r
1
Date\ _ ii
ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
[D
Project: DsV
Type of Inspection: 45,�.� 4 i 14 - 04
, c g ci//A d-
Address: 160'40
Suite #:
" v, S ,,, .
2_11_
Contact Person: ( IA iid ti
Special Instructions:
Phone No.: 2 06 . (173_/-7./ 3
Needs Shift Inspection: of
- •
Sprinklers: i
Fire Alarm:
'
Hood & Duct:
Monitor:
p' C i S %ate
o.ko.I 4
Pre -Fire:
Permits:
Occupancy Type:
S
Inspector
e
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with perrnit
CITY OF TUKWILA FIRE DEPARTMENT
444 Andover Park East Tukwila, Wa. 98188 206- 575 -4407
1!:K Approved per applicable codes:
COMMENTS:
06)4141.4
i�- i 4 L 0 - !e-
•
the City of Tukwila Finance Department. Call to schedule a reinspection.
Word /Inspection Record Form.Doc
n Corrections required prior to approval.
PERMIT NUMBERS
Date: it, I i 5 .0i Hrs.:
El $80.00 REI SP ON FEE REQUIRED. You will receive an invoice from
1/13/06 T.F.D. Form F.P. 113
c
Project: p i d uw P Jcrz-q,,
Type of Inspection:
Address: /ciO'#O C-hre'brewben dot
Suite #:
Contact Person:
Croveai
Special Instructions:
Phone No.:
mac
i/- 76.5
_Needs Shift Inspection:
Sprinklers: -
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA FIRE DEPARTMENT
444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407
proved per applicable codes.
Word/Inspection Record 1/13/06
• PERMITS NUMBERS
Corrections required prior to approval.
COMMENTS:
O)L -to Cotte
t4! 4r(,.. � ,. ,_ A44 . t e'i /
Inspector: ( 3
Date :) ? j JJ to t
Hrs.:
f
$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 : .
�"`
t1 / oca.14, 6,„..4( rJl w ° fl r .e Pe. ,'i•r`oved PI« 0 5
,
Address: o y6
Suite #: z,Z
r . w„ /l `.:.'I "IF / , 9 ` • 3.6.3 - 6 , 6 , • • . 1 " 1 ; we 5
Rd
y
2 si / e
6 •
I
Pre -Fire:
. - . - . ;''')'
i 41'.■ kin;5 Ai -: . ' ' /■4 .7 PA' - / -i ) - -.''fI ?...
.. . ' C f. - T - 7 - 044 46 ' 4- 4 1 *
Occupancy Type:
•
• �
jj�� )J } (f 1
���1�Gtf/ - � � � tw � � t �, 4 - - �_ C su �1�./� j l�� � � d Ol _ 40,4
Project:
�"`
Sprinklers:
Type of Inspection: / U
Address: o y6
Suite #: z,Z
c (nd;si„ n,
Rd
Contact Person:
6 •
Special Instructions:
Pre -Fire:
Phone No.: Li?
_ V ce /_ 7 ,
Needs Shift Inspection:
�"`
Sprinklers:
.
Fire Alarm:
Hood & Duct:
.
Monitor:
Pre -Fire:
Permits:
i
Occupancy Type:
•
INSPECTION NUMBER
INSPECTION }RECORD
Retain a copy with - ' permit
CITY OF TUKWILA FIRE DEPARTMENT
PERMIT NUMBERS
444 Andover Park East, Tukwila, Wa. 98188 _ 206 -575 -4407
ri Approved per applicable codes.
Inspector:
I Date: / /3,4
Hrs.: /.
$80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
h City of Tukwila Finance Department. Call to schedule a reinspection.
Word /Inspection Record Form.Doc
1/13/06
TA:Corrections required prior to approval.
T.F.D. Form F.P. 113
•
ACTIVITY NUMBER: D09 -229 DATE: 10 -23 -09
PROJECT NAME: DSV, INC.
SITE ADDRESS: 16040 CHRISTENSEN RD, STE 212
X Original Plan Submittal
Response to Correction Letter #
Response to Incomplete Letter #
Revision # After Permit Issued
DEPARTMENTS:
Awc to-ao-o,
Building Divis on
Public Works
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Comments:
TUES /THURS ROUTING:
Please Route ❑
REVIEWER'S INITIALS:
Documents/routing slip.doc
2 -28 -02
0 PERMIT cuoRn coPv
PLAN REVIEW /ROUTING SLIP
A I NC/ II ,u /4 1° x-7'09
Fire Prevention I I rianning Division
Structural
Incomplete
n
❑ Permit Coordinator
DUE DATE: 10-27-09
Not Applicable n
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
Structural Review Required n No further Review Required n
DATE:
APPROVALS OR CORRECTIONS: DUE DATE: 11-24-09
Approved n Approved with Conditions n 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:
Bond
Bond
Company
Name
Bond
Account
Number
Effective
Date
Expiration
Date
Cancel
Date
Impaired
Date
Bond
Amount
Received
Date
3
TRAVELERS
CAS Et
SURETY CO
105165492
08/19/2008
Until
Cancelled
9/15/2000
ARCHIVED
$12,000.00
08/21/2008
2
RLI
INSURANCE
CO
SRS1008614
02/26/2002
08/19/2008
$12,000.00
03/04/2002
1
RLI
INSURANCE
CO
SRS1008614
02/26/2001
02/26/2002
$6,000.00
02/23/2001
License
Name
Type
Specialty
1
Specialty
2
Effective
Date
Expiration
Date
Status
NIELSC*02708
NIELSEN
CONSTRUCTION
CONSTRUCTION
CONTRACTOR
GENERAL
UNUSED
9/28/1998
9/15/2000
ARCHIVED
Name
Role
Effective Date
Expiration Date
SACCO, RONALD
PRESIDENT
02/26/2001
NIELSEN, CRISTIAN
VICE PRESIDENT
02/26/2001
Untitled Page
General /Specialty Contractor
A business registered as a construction contractor with LEtI to perform construction work
within the scope of its specialty. A General or Specialty construction Contractor must
maintain a surety bond or assignment of account and carry general liability insurance.
Business and Licensing Information
Name
Phone
Address
Suite /Apt.
City
State
Zip
County
Business Type
Parent
Company
GATEWAY CONSTRUCTION
SRVCS INC
2066219111
701 DEXTER AVE N SUITE 420
SEATTLE
WA
98109
KING
Corporation
UBI No.
Status
License No.
License Type
Effective
Date
Expiration
Date
Suspend Date
Specialty 1
Specialty 2
602086011
ACTIVE
GATEWCS992C3
CONSTRUCTION
CONTRACTOR
2/26/2001
3/4/2010
GENERAL
UNUSED
Other Associated Licenses
Business Owner Information
Bond Information
Insurance Information
I Company 1
I
I
I Effective I Expiration ICancelllmpairedi
Page 1 of 2
Received
https: // fortress .wa.gov /lni/bbip/Detail.aspx 11/16/2009
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 GORES.
2. CONTRACTOR 15 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 GLEAN (BROOM) CONDITION AT ALL TIMES.
. 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.
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.
7. ALL WORK SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S LATEST
RECOMMENDATIONS OR WRITTEN DIRECTIONS.
S. ALL DIMENSIONS ARE TO FACE OF GYPSUM WALL BOARD UNLESS OTHERWISE NOTED.
1. 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
AND SITE WHILE JOB 15 IN PROGRESS AND UNTIL THE JOB IS GOMPLETED.
15. ALL WORK SHALL BE GUARANTEED FOR A PERIOD OF ONE (I) YEAR AFTER COMPLETION,
UNLESS O THERWISE SPECIFIED AND. SHALL BE 50' STATED IN CONTRACTOR'S WRITTEN
PROPOSAL AND AGREEMENT. ALL REPAIRS, CORRECTIONS AND DISCREPANCIES ETC.,
MUST BE MADE WITHOUT ANY ADDITIONAL COST TO THE OWNER AND WITHIN FIVE (5) DAYS
AFTER NOTICE 15 GIVEN.
16. LATHING, PLASTER AND GYPSUM WALL BOARD SYSTEMS SHALL CONFORM TO THE CHAPTER
25 OF THE 2006 I.B.C.
I1. ALL EXPOSED GYPSUM BOARD TO HAVE METAL EDGES AT ALL CORNERS AND WALL
INTERSECTIONS.
IS. ALL GLASS AND GLAZING SHALL COMPLY 011TH THE 2006 1.13.0.. AND THE
PRODUCT SAFETY COMMISSIONS: SAFETY STANDARD FO ARCHITECTURAL GLAZING
MATERIALS.
lot. 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 OPERABLE 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. PROVIDE
MINIMALLY ONE 2AIOBG FIRE EXTINGUISHER NEAR FRONT DOOR. VERIFY ADDITIONAL REQ.
WITH LOCAL JURISDICTION.
25. ELECTRICAL ROUGH -IN AND REFLECTED CEILING PLAN ARE FOR THE GENERAL INFORMATION
OF THE CONTRACTOR. EXACT LOCATIONS SHOULD BE VERIFIED.
24. FLAMMABLE LIQUIDS SHALL NOT BE PLACED, STORED OR DISPENSED IN THIS OCCUPANCY
EXCEPT AS PROVIDED IN N.F.P.A. STANDARD 30, AND THE CURRENT UNIFORM FIRE CODE.
PERMIT MAY BE REQUIRED.
25. ALL DRAPES, HANGINGS, CURTAINS, DROPS AND ALL OTHER DECORATIVE MATERIAL,
INCLUDING CHRISTMAS TREES THAT WOULD; TEND TO INCREASE THE FIRE AND PANIC HAZARD
SHALL BE MADE FROM NONFLAMMABLE MATERIAL, OR SHALL BE TREATED AND MAINTAINED
IN A FIRE RETARDANT SOLUTION OR PROCESS APPROVED BY THE COUNTY FIRE MARSHAL.
PROVIDE A CERTIFICATION TO TH15 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 2006 I.B.G.
2 6. ALL LAY -IN ACOUSTICAL CEILING GRIDS SHALL BE INSTALLED AND SECURED PER THE
2006 1.13.C. STANDARDS FOR EARTHQUAKE ZONE D, ASME G635, G636.
27. f
PPLICABLE CODES, INCLUDING IF NECESSARY .FIRE HORNS, STROBE LIGHTS,. CONTROL
ANEL CONNECTIONS SMOKE DETECTORS, AUDIOVISUAL ALARMS. SUBMIT SHOP DRAWINGS
O THE. FIRE MARSHAL FOR APPROVAL. _
2 8. ENANT TO PROVIDE AND INSTALL THE TELEPHONE AND DATA COMMUNICATION CABLING.
TH T
ONTRACTOR TO COORDINATE SCHEDULING AND OTHER REQUIREMENTS WI TENANT.
SHA L VERIFY AND PROVIDE A COMPLETE HVAG,f.,
2�i. MECHANICAL SYSTEM CONTRACTOR L
SYSTEM WHICH CONFORMS TO THE OWNERS HVAG SPECIFICATIONS CONTRACTOR SHALL BE
A
RESPONSIBLE FOR ALL ROOF PENETRATIONS AND PATCHING, ANY Y SCREENING OF
ROOF - MOUNTED MEGHANIGAL UNIT REQUIRED BY GOVERNING JURISDICTION.'
50. PROVIDE OR MODIFY AS NEEDED EMERGENCY LIGHTING.
31. ALL ITEMS MARKED N.I.G. ARE NOT PART OF THIS CONTRACT.
32. ABBREVIATIONS THROUGHOUT THE PLANS ARE ABBREVIATIONS WHICH ARE IN COMM ON USE.
THE LIST OF ABBREVIATIONS PROVIDED 15 NOT INTENDED TO BE COMPLETE OR
REPRESENTATIVE OF CONDITIONS OR MATERIALS ACTUALLY USED ON THE PROJECT. THE
DESIGNER WILL DEFINE THE INTENT OF ANY IN QUESTION.
I N
33. DO NOT SCALE DRAWINGS. IF A DIMENSION D ISCREPENCY 15 NOTED CONTACT DESIGNER.
34. IF BUILDING STANDARDS ARE INCONSISTENT FOR DOORS, RELITES, HARDWARE , DOOR AND
RECITE FRAMES OR OTHER STANDARD DETAILS, THEN CONTRACTOR MUST VERIFY WITH
DESIGNER AND OWNERPRIOR TO CONSTRUCTION.
35. ALL ACCESSIBILITY SIGNAGE SHALL COMPLY WITH REQUIREMENTS FOR IGG /ANSI AI11.1 -2003
SEGTION 103 - SIGNS FOR VISUAL CHARACTERS, TACTILE CHARACTERS, BRAILLE,
PICTOGRAMS, AND SYMBOLS. THESE SHALL BE PROVIDED FOR ROOM IDENTIFICATIONS,
WAY- FINDING AND EXITING.
AGGOUS. ACOUSTIC /AGOUSTIGAL LAM. LAMINATED /LAMINATE
ACT. ACOUSTICAL TILE LAV. LAVATORY
ADJ. ADJUST /ADJUSTABLE L. LENGTH
A.F.F. ABOVE FINISHED FLOOR LTG. LIGHTING
APPROX. APPROXIMATELY LT. LIGHT
ARCH.; ARGHITEGTURAL LG. /L. LONG
BLK. BLOCK /BLOCKING MAT. MATERIAL
BD. BOARD MAX. MAXIMUM
BLDG. /BCD. BUILDING
B/S BUILDING STANDARD MFG. MANUFACTURER
MED. MECHANICAL
GAB. CABINET MIN. MINIMUM
GLG. /GLDG. CEILING
CL G. G CENTER LINE MISG. MISCELLANEOUS
GLKG. G -w-. G MTD. MOUNTED
COL. COLUMN MTL. METAL
CONT. CONTINUOUS MW. MICROWAVE
GONG. CONCRETE
CONST. CONSTRUCTION
CONTR. CONTRACTOR N. NORTH
CPT. CARPET N.I.G. NOT IN CONTRACT
G.W. GOLD WATER N.T.S. NOT TO SCALE
NO. NUMBER
a. DEEP
DEPT. DEPARTMENT
DET. DETAIL OFF. OFFICE
O.G. ON CENTER
G DIAGONAL
DIA D AL OF. OWNER FURNISHED
DIA. DIAMETER F.G.I. CONTRACTOR INSTALLED
O.
DIM. DIMENSION O.F:O.I. OWNER FURNISHED
DBL. DOUBLE OWNER INSTALLED
DWG. DRAWING
D.F. DRINKING FOUNTAIN
PNL. PANEL (IN G)
RIFF. D!FUSSER PT. PAINT (ED)
D.N. DOWN PART. PARTITION
P.P.L. POLISHED PLATE GLASS
E. EAST PL. PLATE
EA. EACH P. LAM. PLASTIC LAMINATE
ELEV. ELEVATION (BLDG.)/ PLY. PLYWOOD
ELEVATOR
ELEC. ELECTRICAL Q.T. QUARRY TILE
EMER. EMERGENCY arr. QUANTITY
EXT. EXTERIOR
EQ. EQUAL R.B. RUBBER BASE
EQPT. EQUIPMENT R. RISER RANGE
EXIST. EXISTING RAD. RADIUS
REF REFERENCE
F.1.0 FURNISHED READ. REQUIRED
INSTALLED BY OTHER REV. REVISED /REVISION
F FIRE ALARM R.O. ROUGH OPENING
F.E. FIRE EXTINGUISHER RM. ROOM
F.E.C. FIRE EXTINGUISHER CABINET . RR. RESTROOM
PIN. FFINISH
5. • STAIR
FIXT. FIXTURE SECT. SECTION
F.D. FLOOR DRAIN SHT. SHEET
FLR. FLOOR SIM. SIMILAR
F.O.I.C. FURNISHED BY OTHER SPEC. SPECIFICATIONS/
INSTALLED BY SPECIFIED
CONTRACTOR
F -T• FOOT OR FEET S. SOUTH
STL STEEL
SST. STAINLESS STEEL
A. GAUGE STD. STANDARD
GALV: GALVANIZED STOR STORAG
GL. GLASS /GLAZING /GLAZED E
STRUG. STRUCTURAL
G.W.B. GYPSUM WALL BOARD SUSP. SUSPEND /SUSPENDED
GYP. GYPSUM
H. HIGH TEL TELEPHONE
TEMP.
HGP. r HANDICAP TEMPERED
HD.WD. HARD WOOD TYP. TYPICAL
HD. HEAVY DUTY y _
U.L. UNG, RWRITER 5
HM. HOLLOW METAL ?'
HORZ. HORIZONTAL LABORATORY
HT. HEIGHT U.P.G. UNIVERSAL PLUMBING
HR. HOUR CODE
HVAG. HEATING, VENTALATING
AIR CONDITIONING VF Y. VERIFY
H.W. HOT WATER VOL. VOLUME
VAR. VARIABLE /VARIES
I.B.G. INTERNATIONAL BUILDING V . G.T . VINYL COMPOSITION T ILE
CODE VERT. VER i VER L IGALLY
I G INCANDESCENT V.P. VENEER PLASTID
IN CD.
INCL. INCLUDE
INFO. INFORMATION N.B. WOAD BASE
INSUL. INSULATE (D)(ING) IN. WALL COVERING
INTR. INTERIOR
w�' WOOD
JAN. JANITOR W. WIDE
J.B. JUNCTION BOX W/ WITH
W H WATER HEATER
JT. JOINT WT. WEIGHT
PROJECT ADDRESS: 16040 CHRISTENSEN RD, SUI TE 212
TUKWILA, WA q5155
GOVERNING CODE: 2006 I.B.C.
(STATE OF WASHINGTO
AMENDMENTS)
USE ZONE:
OCCUPANCY: B (OFFICE)
CONSTRUCTION TYPE: V 3 - (FULLY SPRINKLERED)
ENERGY CODE: 2006 WASHINGTON STATE ENERGY
ACCESS CODE: IGG /ANSI AI11.1 2003
PLUMBING GODS: 2006 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 PERMIT)
TENANT AREA: SUITE 212 - 2255 USF TOTAL
EXPANSION AREA - 414 USF
SUITE 210 REMAINDER - 515 USF
TI.O COVER SHEET
TI .1 EXITING PLAN
AID DEMOLITION /PARTITION 4 ELEC /PHONE /DATA PLANS
A2.0 REFLECTED CEILING PLAN AND DETAILS
SCOPE OF WORK
�.
THE PROJECT CONSISTS OF A TENANT IMPROVEMENT OF AN
EXISTING OFFICE FOR USE AS OFFICE. NO EXTERIOR WORK 15 INCLUDED.
INTERIOR RENOVATIONS TO INCLUDE DEMOLITION, NEV' PARTITION WALLS,
NEW DOORS AND NEW RECITES
NO CHANGE OF USE, SIZE OF BUILDING, OR INCREASE IN
OCCUPANT LOAD 15 ANTICIPATETILE COPY
1
Permit ., DO • 213
Plan roval is I'$ and amiss! •
Approval of n 1_ p'
the violation of an or • Re ceipt
Y
of approved Field # # .1 1,. :,* 41! '::'r ! :.!
j
By / ! . ..._ -% ?
I,
iI
I b V�
LEGAL DESCRIPTION
aty Of
r 1 L •
KING COUNTY PARCEL NUMBER: BUILDING I - 16040 CHRISTENSEN AVE. - 252304 -c103q AND 252304 -g078
KING COUNTY PARCEL NUMBER: BUILDING 2 - 16000 CHRISTENSEN AVE. - 252304 -1011
KING COUNTY PARCEL NUMBER: BUILDING 3 -16500 CHRISTENSEN AVE. - 252304 -g078
LEGAL DESGIPTION
PARCEL is
T hat portion of the W.H. Gilliam Donation Land Claim X40 and of the southwest quarter of the southwest quarter of Section 24, Township 23 North, Range 4 East, W.M., and of Government Lot I In Section 25, Township 23
p a a p g
North, Range 4 East, W.M., In King County, Washington, more particularly described as follows: Commencing at the northwest corner of Parcel 2 of City of Tukwila Short Plat X18 -I6 -S5 as recorded under King County
Recording No. 11060500 thence south 64° 01' 52" East, 24.88 feet to a point of curvature; thence easterly 1 68.00 f eet along the a of a t angent curve to the left, havin a r adius o 135.00 feet, throv h a central
g g
angle oP lo° i f' 42" to the true point of beginning; thence continuing easterly 146.87 feet along the arc of anon- tangent curve to the left, having a radius of 935.00 feet, the radius Dint of which bears north 15° 32' 26"
east, through a central angle of o9° 00' or to a point on said curve; thence north 06° 34' 56" east, 66.28 feet to a point of curvature; thence northeasterly 6.86 feet along the arc of a non - tangent curve to the right,
having a radius of 62.00 feet, the radius point of which bears south 22° 03' 30" East, through a central angle of O6° 20' 30" to a point of reverse curvature; thence northeasterly 25.15 feet along the arc of a tangent
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 02° 13' 37" east, 0.99 feet; thence south 81° 46' 23" east, 6.61 feet; thence north 02° 1331"
east, 106.11 feet; thence north 11° 04' 07" east, 51.22 feet; thence north 48° 35' 00" east, 60.21 Feet; thence south 8 41' 00" east, 110.00 feet; thence north 48° 11' 41" east, 55.00 feet; thence south 41° 40' 11" east,
46.19 Peet; thence south 21° 41' 54" east, 49 .69 feet; thence south 03° 44' 56" west, 40.48 feet; thence south 24° 03' 53" west, 48.31 Pest; thence south 31° i1' 22" west 62.85 feet; thence south 32° 31' 34" west 51.80
feet; thence south 35° I8' 26" west, 59.'11 feet; thence south 31° 40' 01" west, 63.82 feet; thence south 40° 00' 21" west, 66.84 feet; thence south 21° 01' 34" west, 35.16 Peet; thence south 31° 16' 45" west, 11.21 feet;
thence north 17° 25' 04" west, 105.59 feet; thence north 12° 34' 56" east, 28.00 feet; thence north 11° 25' 04" west, 30.51 Peet to a point of curvature; thence southwesterly 52.96 feet along the arc of a non - tangent
curve to the right, having a radius of 320.0 feet, the radius point of which bears north 61 of ° 42' 51" west, through a central angle O1° 28' 51" to a point of tangency; thence south 21° 46' 00" west, 41.36 feet; thence
north 60° 14 00' west, 17.11 feet; thence south 8 46' 00" west, 24.61 Feet; thence south 00° 14' 00" east, 8.50 feet; thence south 81" 46' 00" west, 21.50 feet; thence north 00° 14' 00" west, 144.50 feet; thence south
89° 46' 00" west, 21.50 feet; thence north 00° 14' 00" west, 34.00 feet; thence north I6° 05' 55" east, 20.11 feet to a point of curvature; thence southeasterly 1.43 feet along the or of a non - tangent curve to the
left, having a radius of 168.50 Feet, the radius point of which bears north I6° 05' 55" east through a central angle of 00° 33' 21" to a point on said curve; thence north 15° 32' 26" east 33.50 feet to the true point of
beginning; EXCEPT that portion thereof lying within the 30 foot City of Seattle Pipeline right -of -way as recorded under King County Recording No. 4106155. (ALSO KNOWN AS revised Lot I, City of Tukwila bounds line
adjustment No 8i -40 -BLA recorded under Kin Count Recordin No 8112160540 ld b d li b King y g No.
No. , King y g No. ; sold line being a revision of City of Tukwila boundary line adjustment No. 8i -i -BLA re corded und Kin Count Recordin
aio2oso389, which revised City of Tukwila Short Plat No. 78 -I6 -55 recorded under King County Recording No. 7106050018, also recorded under King County Recording Nos. 7106050017 and 7106050091); TOGETHER,
WITH a 24 foot Ingress, egress, and utilities easement over a portion of Revised Lots 3 of said City of Tukwila boundary line adjustment No. 81 -40 -BLA, lying 12 feet on each side of the following described centerline:
Commencing at the northwest corner of Parcel 3 of sold City of Tukwila Short Plat No. 78- I6 -55; thence south 00° 14' 00" east, 97.90 feet to the point of beginning of this centerline description; thence north 801° 46' 00'
east 184.50 feet to point "0"; thence continuing north 89 ° 46 00" ° east, 22.00 feet; thence north 21° 46' 00" east, 143.36 feet to a point of curvature; thence northerly 65.55 feet alont the or of a tangent curve to the
left, having a radius of 320.00 Feet, through a central angle of II 44' 10 to the end of this centerline description; ALSO TOGETHER WITH a 25 foot ingress, egress, and utilities easement over a portion of Revised Lots
2 and 3, sold boundary line adjustment No. 81 -40 -BLA, lying 12.5 feet on each side of the following described centerline; Beginning at Point "0 ", thence north 00° 14' 00" west, 226.00 feet to the end of this centerline
description; ALSO TOGETHER WITH a 24 foot ingress, egress and utilities easement, over a portion oP revised Lot 2, said boundary line adjustment N 8 1 -40 -BLA, lyin 12 feet on each side of the Followln described
00 g g
cen Commencing at the southwest corner of Parcel I of Bald Glty oP Tukwila Short Plat No. 78- 16 -55; thence north 00 ° 14 " west, 21.47 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 feet, the radius point of which boors south. 00° 101' 00" west, through a central angle of 44° 54' 08" to a oint of
reverse curvature; thence southeasterly 31.09 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' 51" to a point of curvature; thence southeasterly 234.41
feet along the arc of a non - tangent curve to the left, having a radius of 881.62 feet, the radius point of which bears north 23°'58' 01'" e;st through a central angle of 15° 05' 50" to a point of curvature; thence
northeasterly 43.11 feet along the era of a non-tangent curve to the left, having a radius of 80.00 feet, the radius point of which bears north 08° 52' 06" east through a central angle of 30° 56' 06" to the end of this
centerline description.
PARCEL 2:
T hat portion of the W.M. Gilliam Donation Land Claim No. 40 and of the southwest quarter of the southwest quarter of Section 24'," Townsh' 23 North, Range 4 East W.M. and of G overnment L ot I In Section 25 Township
p a a g p
23 North, Range 4 East, W.M., In King County, Washington, more particularly described as follows, Beginning at the southwest corner of Pa. I of City of Tukwila Short Plat No. 18 -16 -S3 as recorded under King County
Recording No. 1906050098; thence north 00° 14' 00" west, 188.41 feet; thence south 81° 41' 00" east, 10.00 feet; thence north 00" 14' 'O" west, 6.52 feet; thence north 10° 34' 00" west, 11.31 feet; thence south 65
01' II" east, 88.05 feet; thence south 42° 04' 00" east, 10.22 feet; thence south 51° 57' 21" east, 102.40 feet; thence south 64° 35' 20 " ' oast, 121.50 feet; thence north 71° 04' 01" east, 25.00 feet; thence south 02° 13'
31" west, 106.71 feet; thence north 81° 46' 23" west, 6.61 feet; thence south 02° 13' 37" west, 0.11 feet to a point of curvature thence southwesterly 25.15 Feet along the arc oP a tangent curve to the right, having a
radius of 20.00 feet, through a central angle of 12° 03' 23" to a point of reverse curvature; thence southwesterly 6.86 feet along the arc of a tangent curve to the left, having a radius of 62.00 feet, through a central
an e o 00o a point on said c en south 06 34 56 w est, 66 .28 feet to a poin of curvat thence northwesterly 146.81 feet along the arc of a cur ve to the righ havin g
angle 0 6° 20' 3" to d thence ° ' " a radius of
9 3 .00 feet, the radius point o w bears north 06 ° 32' 25" east, through a central angle of 09° 00 '01" to a point on said curve; thence south 15° 32' 26" west, 55.50 feet to a point of curvature; thence westerly
1.43 feet along the arc of a non - tangent curve to the right, having a radius of 165.50 feet, the radius point of which bears north 15° 52' 26" east, through a central angle of 00° 35' 21" to a point on said curve; thence
south I6° 05' 55" west, 20.11 feet; thence south 00° 14' 00" east, 54.00 feet; thence north 81° 46' 00' east, 21.50 feet; thence south 00° 14' 00" east, 14450 feet; thence south 81° 46' 00" west, 69.00 feet; thence
south 00° 14' 00" east, 8 5 0 feet thence south 81 46' 00" west, 115.50 feet to Polnt"A'; thence north 00° 14' 00" west, 541 f to th point of beginning. gEXCEPT that portion thereof lying within the 30 foot City of
p p
Seat tle Pipeline Right-of-way as recorded under King County Recording N 410 (ALSO KNOWN A5 revised Lot 2, City of Tukwila boundary line adjustment No. 81 -40 -BLA, recorded under King County Recording No.
8112160540; sold boundary line being a revision of City of Tukwila boundary line adjustment No. 81 -1 -BLA recorded under King County Recording No. 8102050581, which Revised City of Tukwila Short Plat No. 18- 16 -53,
recorded under King County Recording No. 7906050018, also under King County Recording Numbers 1106050091 and 1106050019); TOGETHER WITH a 24 foot Ingress, egress, and utilities easement over a portion of
revised Lot 3 of City of Tukwila Boundary Line Adjustment No. 81 -40 -BLA, lying 12 feet on each side of the following described centerline: Commencing at Point "A" as described above; thence south 00° 14' 00' east,
15.00 feet to the point of beginning of this centerline description; thence north 81° 46' 00 east, 4650 feet to Point'S "; thence continuing north 81° 46' 00" east, 6 feet to Point "C "; thence continuing north 81° 46'
oo east, 61.00 feet to Point D ; thence continuing north 81° 46' 00" east, 12.50 feet to the end of this centerline description; ALSO TOGETHER WITH The following 25 foot ingress, egress and utilities easements over
portion of revised Lots 1 and 3 of City of Tukwila boundary line adjustment No. 81 -40 -BLA lying 12.5 feet on each side of the follow B
following described centerline; Beginning at Point "", thence north 00° 14' 00" west, 13.00
feet to the end of this centerline description; Be "" 14' 00" west, 18.50 feet to the end of t his centerline description; Beginning at Point "D ", thence north 00° 14' 00" west, 226.00 feet
to the end of this centerline description. Beginning at Point C , t hence n orth 0 1 4 0 p g
PARCEL 3:
That portion of Government Lot I in Section 25, Township 23 North, Range 4 East, ;N.M., in King County, Washington, more particularly described as follows: Beginning at the Southwest corner of Parcel 4 of City of Tukwila
Short Plat No. 18 -I6 -35 as recorded under King County Recording No. 79°6050098 thence north 00° 14' 00" west, 210.00 feet to a point of curvature; thence northerly 10412 feet along the arc of a non - tangent
curve 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' 00" to a point of reverse curvature; thence northerly 41.81 feet along the arc
of a tangent curve to the right, having a radius of 40.00 feet, through a central angle of 60° 00' 00" to a point of tangency; thence north 00° 14' 00" west 121.31 feet; thence north 81° 46 ' 00" east 115.40 feet; thence
north 00° 14' 00' west 8.50 feet; thence north e1° 46' oo east 95
80 feet; thence north 00" 14' 00' west 8.50 feet; thence north 81° 46' 00" east 24.61 feet; thence south 60° 14' 00" east 17.11 feet to Point "E ",
thence north 21° 46' 00" east 41.36 feet to a point of curvature; thence northerly 52.16 feet along the arc of a tangent curve to the left, having a radius of 520.00 feet, through a central angle of 0 28' 59" to a
point on said curve; thence south 11° 25' 04" east 50.51 feet; thence south 12° 54' 56" west 28.00 feet; thence south 11° 25' 04" east 105.59 feet; thence south Si" 16' 45" west 11.01 feet; thence south 34° 31' 52" west
60.54 feet; thence south 30° Si' 21" west 61.18 feet; thence south 13° 16' 05" west 55. feet; thence south I5 °.51' 21" west 51.82 feet; thence south 13° 48' 40" west 54.55 feet; thence south 00° 38' 22" east 62.31 Feet;
thence south 00° 18' 55" west 41.21 feet; thence south 01° 3 16" east 53.11 feet; thence south 18° 21' 46" east 56.51 feet; thence south 21° 51' 11" east 8.24 feet; thence north 81° 41' 00" west 34334 feet to the
point of beginning. (BEING KNOWN AS revised Lot 5, of City of Tukwila boundary line adjustment No. 81 -40 -BLA as recorded under King County Recording No. 8112160540, being a revision of boundary line adjustment No.
81 1 BLA as recorded under King County Recording No. 810205038 which revised City of Tukwila Short Plat No. 18- 16 -33, recorded under King County Recording No 1106050018, also recorded under King County
Recording Nos. 1106050011 and 11060500 TOGETHER WITH a 24 foot Ingress, egress, and utility easement over a portion of revised Lot 1 of City of Tukwila Boundary Line Adjustment No. 81 -40 -BLA, lying 12 feet
on each side of the following described centerline: Commencing at Point "E" as described above: thence north 21° 46' 00" East 41.36 feet to a point of curvature; thence northerly 65.55 feet along the arc of a tangent
curve to the left, having a radius of 520.00 feet, through a central angle of II° 44' 10" to a point on said curve; thence south 11° 25''04" East 30.00 feet to the end of this centerline description. `
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FOR
LIANCE
QQ9
wwila
VisInM
DES
22002 - 64th Avenue W., Suite 2C
Mountlake Terrace, WA 98043
T: 425 -670 -6706 F: 425 774 - 8219
REGISTRATION
8694
CK
planning
DRAWN BY:
VSS
CHECKED BY:
DWD
SHEET TITLE
interiors\ architecture
I G 1I
REGISTERED
RCHITECT
DSV, INC.
RIVERVIEW PLAZA
EXP. 03 -03 -H
anommonoomenoom
PROJECT NAME
TENANT IMPROVEMENT
BUILIDNG 1, SUITE 212
16040 CHRISTENSEN ROAD
TUKWILA, WA 98188
DESIGN TEAM
PROJECT NO.:
09.131
PRINCIPAL:
DAVINA UERR
STATE OF WASHINGTON
ISSUED /REVISIONS
10 -23 -09
ISSUED FOR PERMIT
PROJECT CONSULTANTS
COVER SHEET
RECEIVED
CITY OF TUKWILA
OCT ? 3 2009
PERMIT CE R
T1.0
N E L
1) 0 OI
SHEET NO.
AREA OF CONTRACT
EXITING PLAN-SECOND FLOOR
SCALE: 1/16"= 1
EXITING ANALYSIS:
2263 RS.I / 100 =23 OGGUPANGY LOAD
23.0.L. < 50 = I EXIT REQUIRED
COMMON PATH . OF EGRESS TRAVEL:
2006 IBC SECTION 1014.3, EXCEPTION I -
TRAVEL PATHS < 100' W/ AUTOMATIC
SPRINKLERS. PATH FROM FURTHEST POINT
IS - 11'-6" AND IS AN EXISTING CONDITION.
tO9 zz9
REVIEWED FOR
CODE COMPLIANCE
PRUNED
NOV 0 5 2009
City of Tukwila
BUILDING DIVISID►ni
DESIGN
6T11WIbN
PROJECT NAME
DSV, INC.
RIVERVIEW PLAZA
TENANT IMPROVEMENT
BUILIDNG 1, SUITE 212
16040 CHRISTENSEN ROAD
TUKWILA, WA 98188
DESIGN TEAM
PROJECT NO.:
09.131
PRINCIPAL:
CK
DRAWN BY:
VSS
CHECKED BY:
DWD
PROJECT CONSULTANTS
SHEET TITLE
EXITING PLAN
SHEET NO.
EXP. 03 -03 -11
CO1'NELL
l
I
planning int eriors*` architecture
22002 64th Avenue W., Suite 2C
Mountlake Terrace, WA 98043
T: 425- 670 -6706 F: 425 - 774 -8219
8694
REGISTERED
RCHITECT
DAVINA r A T ' UERR
STATE OF WASHINGTON
ISSUED /REVISIONS
10 -23 -09 ISSUED FOR PERMIT
RECEIVED
CITY OF TUKWLA
OCT 2 3 2009
PERMIT CENTER
T1.1
DOOR SCHEDULE
DOOR*
RATED
WIDTH
HEIGHT
TYPE
FRAME
MAT.
FRAME
FINISH
HARDWARE
REMARKS
200
-
3' -0"
B/S
A
13/5
B/5
HW-I
204
-
3' -0"
B/5
A
B /5;
B/5
HW -2
VERIFY LOCKS
206
-
3' -0"
B/S
A
B/5
B/5
HW -2
VERIFY LOCKS
DOOR TYPES
HARDWARE TYPES - VERIFY WITH OWNER
B/5
STAIN
SOLID
CORE
STD FOR
DOOR. - USE LIIGHTER COLOR
ALL DOORS AND FRAMES THIS SUITE
HW -I - TENANT INTERIOR, LATCHING
WITH ICC /ANSI AII1.I -2003 CODES, SECTION 404
EXISTING DOORS AND HARDWARE WHERE POSSIBLE
-TYPE LATCHING HARDWARE OR OTHER
PER ICG /ANSI 404.2.6
THE INSIDE WITHOUT A KEY OR ANY SPECIAL
HY4-2 - TENANT INTERIOR, LOCKING
B/5 LOGKSET
E - EXISTING
N SHALL COMPLY
STANDARD
AND RELOCATE
EQUIPPED WITH LEVER
ACCESSIBLE CONFIGURATION
OPERABLE FROM
REMAIN.
li 1
NOTES:
CK
J. ALL DOOR AND DOAYS
2. MANUF. = BUILDING
3. CONTRACTOR TO REUSE
4. ALL DOORS TO BE
APPROVED HANDICAP
5. ALL DOORS TO BE
KNOWLEDGE OR EFFORT.
6. EXISTING DOORS TO
O
'ECEPTION
SCALE: I /8 "= I' -O"
DEMOLITION NOTES
PARTITION NOTES
DEMOLITION PLAN
±10' -6"
COME.
200
r
WAITING
AREA
I201I
WHERE 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 GORE WALL, REMOVE CORNER BEAD, ALIGN,
TAPE AND SPACKLE NEW PARTITION TO EXISTING GYPSUM BOARD.
ALL CONSTRUCTION TO REMAIN AND AFFECTED BY DEMOLITION SHALL BE PATCHED AND SPAGKLED AND
BE PROPERLY MEMBERED AND ALIGNED 50 AS TO LEAVE NO EVIDENCE OF PATCHING OR REPAIRS.
EXISTING ELECTRICAL AND TELEPHONE OUTLETS LOCATED ON DEMOLISHED WALLS ARE TO BE REMOVED
INCLUDING CONDUIT AND WIRING BACK TO JUNCTION BOX. LOCATIONS ARE TO BE PATCHED AND
REPAIRED TO BE FLUSH WITH ADJACENT WALL SURFACE.
WHERE PLUMBING FIXTURES ARE BEING REMOVED OR WHERE EXPOSED PLUMBING PIPES OCCUR, CAP LINES
BEHIND FINISHED SURFACES. PATCH AND REPAIR AS REQUIRED.
ALL EXISTING CONSTRUCTION WHERE INDICATED INCLUDING ELECTRICAL, TELEPHONE, PLUMBING AND
MECHANICAL DEVICES NOT OTHERWISE INDICATED ON THESE CONSTRUCTION DRAWINGS SHALL BE
REMOVED IN A CAREFUL MANNER 50 AS NOT TO DAMAGE ADJOINING CONSTRUCTION.
CONTRACTOR TO VERIFY ALL DIMENSIONS. ALL DISCREPANCIES MUST BE BROUGHT TO THE IMMEDIATE
ATTENTION OF THE ARCHITECT FOR DIRECTION.
ALL PARTITIONS, UNLESS OTHERWISE NOTED, SHALL BE CONSTRUCTED WITH METAL STUDS AT 24" O.G. WITH
5/8" TYPE 'X' GYPSUM WALLBOARD EACH SIDE.
THERE SHALL BE NO EXPOSED PIPE, CONDUIT, DUCTS, VENTS, ETC. ALL SUCH LINES SHALL BE CONGEALED
OR FURRED AND FINISHED, UNLESS OTHERWISE NOTED AS EXPOSED CONSTRUCTION ON DRAWINGS.
OFFSET STUDS, WHERE REQUIRED, 50 THAT FINISHED PARTITION SURFACE WILL BE FLUSH, UNLESS
OTHER/115E NOTED. PROVIDE FURRING AT EXISTING PARTITIONS AS REQUIRED TO INSTALL ELECTRICAL
ITEMS AS INDICATED ON THE DRAWINGS.
DOOR AND CASED OPENINGS WITHOUT LOCATION DIMENSIONS ARE TO BE SIX INCHES FROM FACE AT HINGE
SIDE OF DOOR TO ADJACENT PARTITIONS.
ALL EXIT DOORS SHALL BE OPERABLE FROM THE 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 OWNER PROVIDED ITEMS.
CONTRACTOR TO VERIFY DIMENSIONS FOR ALL PLUMBING PARTITIONS.
CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR DESIGNER AND TENANT APPROVAL PRIOR TO
MANUFACTURE OF ANY CABINET WORK, MILLWORK, AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM
SHOP FABRICATED WORK.
PARTITION LEGEND
_= DEMOLITION
EXISTING PARTITION TO REMAIN.
solmoisu B/5 TENANT PARTITION - B/5 METAL STUDS 0 24 "O.G. WITH 5/8" TYPE 'X' G NB ON BOTH SIDES FROM
FLOOR TO UNDERSIDE OF HUNG CEILING, SEE DETAIL #I THIS SHEET
® B/5 TENANT PARTIAL HEIGHT PARTITION - B/5 METAL STUDS ® 24 "O.0. WITH 5/8" TYPE 'X' GM ON
BOTH SIDES FROM FLOOR TO 6' A.F.F. WITH A SUPPORT AT THE END TO THE CEILING GRID AS SHOWN.,
c 5/5 3' -0"4 x FULL HEIGHT SAFETY GLASS RELITE IN B/5 FRAME, MATCH EXISTING SUITE STANDARD
B/5 BUTT - JOINED FULL HEIGHT SAFETY GLASS RELITES IN B/5 FRAME, MATCH EXISTING SUITE
STANDARD FOR LIGHTER STAIN COLOR FRAMES.
KEY NOTES
I. ALIGN FINISHED SURFACES.
2. REMOVE RELITE AND INFILL WALL TO MATCH EXISTING ADJACENT CONSTRUCTION.
3. TENANT PROVIDED REFRIGERATOR. VERIFY ELECRICAL REQUIREMENTS.
4. REMOVE DOUBLE SINK AND PROVIDE NEW B/5 STAINLESS STEEL SINGLE SINK, 4" h P -LAM BACKSPLASH
2 -10" h. COUNTERTOP, BASE AND UPPER CABINET WITH ONE ADJUSTABLE SHELF. PROVIDE B/5 2' -O" w..
X I' -b" DP. X I' -6"h. OPEN P -LAM CABINET IN UPPER CABINET FOR TENANT PROVIDED MICROWAVE.
VERIFY ELECTRICAL REQUIRMENTS FOR MIROWAVE. PROVIDE COLD WATER LINE FOR TENANT
PROVIDED COFFEE MAKER, IF REQUIRED.
5. PROVIDE B/S DISHWAHER W/ ALL ELECTRICAL AND PLUMBING HOOKUPS. VERIFY MFG. REQUIREMENTS.
6. REUSE (4) TRANSACTION TOPS AT RECEPTION FROM TENANT'S EXISTING FURNITURE.
1. VERIFY WITH TENANT'S FURNITURE MOVER FOR ANY ELECTRICAL REQUIREMENTS. TYPICAL.
OPEN
OFFICE
202
(10) W.S.
FILES /SERVER/
PRINTERS
204
/ I
I I
I - - =-
II.
BREAK
AREA
205
/ -1 rte
/ I I \
°
4 !)!i i !IIIIIIIIIIIIIIII•.: i II 11111111111111 •__
MIN. 3 1/2" 25 GA.(350T200 -I8) STEEL
STUD TOP TRACK, BRACE TO
STRUCTURE W/ EITHER
#IO GA. GALV. 5TL. SUSPENSION HANGER
WIRE SET OR 25 GA. MTL STUDS ®8'
O.G. OR 2 PER WALL SECTION
MINIMUM, ANCHOR TO TOP
TRACK PER MFG. REQUIREMENTS
3 1/2" 20 GA. (350T5200 -33)
CONT. STL RUNNER CHANNEL
ANCHORED TO FLOOR W/ POWDER
ACTIVATED FASTENING
SYSTEM HILTI X -ZF 22 P8T
OR EQUAL .I45 DIA. 4 EMBEDMENT
IS 5/4" AT 24" 00.0 MAX
EXIST.
OFFICE
203
_J
r i
IF
31/2" MTL. 25 GA. (3505125 -18)
STEEL STUDS OR WIRE HANGERS
FOR BRACING (8' O.G.)
OPTIONAL ACOUST
ATT IF REQUIRED
MATCH
EXIST.
CONT. " L " MTL
TRIM W/ PAPER WING
3 1/2" 25 GA
(3505125 -18) MTL.
STUDS ® 24" 0.C.
ALLOWABLE TO I3' -5"
5/8" TYPE 'X' G.WB.
SECTION BUILDING STANDARD PARTITION
SCALE: N.T.S.
C
C
C
C
Ile
11
C RM
200
ELEC /PHONE /DATA PLAN
SCALE: I /8 "= I' -0"
WAITING
AREA
201
OPEN
OFFICE
202
(10) 11.5.
FILES /SERVER/
PRINTERS
204
ELECTRICAL LEGEND
BREAK.
AREA
205
206
ELECTRICAL NOTES - VERIFY FINAL LOCATIONS WITH
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.
ALL TELEPHONE AND COMPUTER WIRES SHALL BE FULLED BY TENANT'S CONTRACTOR UNLESS OTHERWISE
NOTED. ELECTRICAL CONTRACTOR SHALL PROVIDE FULL WIRES AND BOXES AT EACH LOCATION.
WALL MOUNTED DUPLEX RECEPTACLE OUTLET
WALL MOUNTED DUPLEX RECEPTACLE OUTLET - DEDICATED 120V, 20A
WALL MOUNTED QUADRAPLEX RECEPTACLE OUTLET
WALL MOUNTED COMBINATION TELEPHONE AND DATA OUTLET
$- WALL MOUNTED TIMER SWITCH
- e - WALL MOUNTED DISHWASHER RECEPTACLE- VERIFY ELECTRICAL REQURRMENTS /CONNECTIONS
N NEW
GFI GROUND FAULT INTERRUPTER
R RETROFIT
+44 MOUNTING HEIGHT A.F.F.
EXIST.
OFFICE
203
NOTE I: I. CONTRACTOR TO REUSE AND / OR RELOCATE EXISTING ELECTRICAL / TELEPHONE OUTLETS WHERE POSSIBLE.
2. ALL EXISTING ELECTRICAL / TELEPHONE OUTLETS NOT SHOWN ARE TO REMAIN.
3. USE BUILDING STANDARD ELECTRICAL FIXTURES THROUGHOUT UNLESS OTHERWISE NOTED.
NOTE 2:VERIFY PHONE BD. LOCATION, SERVER AND LARGE PRINTER LOCATIONS. VERIFY COLLING
REQUIREMENTS IF NEEDED. PROVIDE 5 DEDICATED, 20 AMP OUTLETS, 3 PHONE/DATA MUDRINGS FOR
BID PURPOSES IN ROOM 204 AND CONFIRM OTHER ELECTRICAL REQUIREMENTS.
1)09-- 21'
REVIEWED FOR
CODE COMPLIANCE
P arr3�VE
NOV 0 5 2009
City of Tukwila
BUILDING nivigI N
planning interiors architecture
DESIG1
22002 - 64th Avenue W., Suite 2C
Mountlake Terrace, WA 98043
T: 425 - 670 -6706 F: 425 - 774 -8219
REGISTRATION
8694
DAVINA WIWAMS DUERR
STATE OF WASHINGTON
EXP. 03-03 -11
PROJECT NAME
DSV, INC.
RIVERVI EW PLAZA
TENANT IMPROVEMENT
BUILIDNG 1, SUITE 320
16040 CHRISTENSEN ROAD
TUKWILA, WA 98188
DESIGN TEAM
PROJECT NO.:
09.131
PRINCIPAL:
CK
DRAWN BY:
VSS
CHECKED BY:
DWD
mool
ISSUED /REVISIONS
10 -23 -09 ISSUED FOR PERMIT
PROJECT CONSULTANTS
cr4'8F9594w
OCT 2 s zoos
PERMIT CENTER
SHEET TITLE
DEMOLITION, PARTITION
& ELEC /PHONE /DATA
PLANS
SHEET NO.
A1.0
MAX. RECOMMENDED LENGTH FOR VERTICAL. BRACING
MAX LENGTH
METAL STUD SIZE
6'-O
12' -O"
I8' -0"
1625125 -21
2505162 -53
3625200 -33
SEISMIC SRAGING PERSPECTIVE
COUNTER SLOPE /SPLAYED
5E I SM I G SRAG I NG NI RE ATTACHMENT
WOOD GOND I TI ONS
2X SUBPURLIN OR 4X
PURLIN OR GLB
2" MIN.
C ; 1 ATTACHMENTS
SCALE: N.T.S.
WOOD
CONNECTION 0 CENTERLINE
MEMBER
TURNS
VERTICAL WIRE
HANGER -300# MIN.
3 TURNS
2X SUBPURLIN OR 4X
PURI-IN OR GLB.
WOOD
CONNECTION 0 CENTERLINE
MEMBER
VERTICAL WIRE
HANGER -200# MIN.
.---- 2X6 MIN. SUBPURLIN OR 4X
PURLIN OR GLB
CEILING BRACING, SEE DETAIL #1
THIS SHEET
(2) 5/16 "X2 "LA6 SCREWS
MTh STUD VERTICAL BRACE
SIZE PER CHART DETAIL I,
COUNTER SLOPE/SPLAYED SEISMIC'
BRACING WIRE ATTACHMENT, SEE
ATTACHMENT DETAILS THIS SHEET
FLANGE
SEISMIC SEPARATION NOTES:
I. FOR CEILING AREAS EXCEEDING 2,500 SO. FT., A SEISMIC SEPARATION JOINT OR FULL HEIGHT
WALL PARTITION THAT BREAKS THE CEILING SHALL BE PROVIDED UNLESS ANALYSES ARE
PERFORMED OF THE CEILINGS BRACING SYSTEM, CLOSURE ANGLES AND PENETRATIONS TO
PROVIDE SUFFICIENT CLEARANCE.
2. THE LAYOUT AND LOCATION OF THE SEISMIC SEPARATION JOINT SHALL BE PER THE DESIGNER
OF RECORD AND NOTED ON THE PLANS. IF A SEISMIC SEPARATION JOINT 15 REQ. BY THE
DESIGNER, THE 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.
SEISMIC SEPARATION JOINT
SCALE: N.T.S.
NOTES:
I. THESE RECOMMENDATIONS ARE INTENDED FOR SUSPENDED CEILINGS INCLUDING GRID, PANEL
OR TILE, LIGHT FIXTURES AND AIR TERMINALS WEIGHING NO MORE THAN 4 L35. PER SQUARE
FOOT.
3/4" MIN. AT
UNATTACHED WALLS
2" MIN.
2. ALL WIRE TIES ARE TO BE THREE INCHES. TWELVE GAGE HANGER WIRE SPACED 4 FOOT ON
CENTER.
3. CHANGES IN CEILING PLANES WILL REQUIRE POSITIVE BRACING.
ED LATERAL FORCE BRACING
SCALE: N.T.S.
SPREADER BAR OR
EQUAL TO KEEP
PERIMTER COMPONENTS
FROM SPREADING APART
NOTES:
I. WALL MOLDINGS (PERIMETER CLOSURE ANGLES) ARE REQUIRED TO HAVE A HORIZONTAL
FLANGE 2 INCHES WIDE, UNLESS ALTERNATE METHODS ARE APPROVED PRIOR TO
INSTALLATION BY THE LOCAL BUILDING DEPT. ONE END OF THE CEILING GRID SHALL BE
ATTACHED TO THE WALL MOLDING, THE OTHER END SHALL HAVE A 5/4" CLEARANCE FROM
THE WALL AND FREE TO SLIDE.
2. THE GRID SHALL BE ATTACHED AT TWO ADJACENT WALLS( POP RIVETS OR APPROVED
METHOD)
3. THERE 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 PREVENT THE ENDS OF THE MAIN BEAMS AT PERIMETER WALLS FROM
SPREADING OPEN DURING A SEISMIC EVENT. PERIMETER WIRES SHALL NOT BE IN LIB./ OF
SPREADER BARS.
S
SPREADER BAR & WALL MOLDING
SCALE: N.T.S.
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 GAUGE AND SPACED 4 FEET ON CENTER OR 10 GAUGE SPACED 5
FEET ON CENTER.
S. ANY CONNECTION DEVICE AT THE SUPPORTING CONSTRUCTION SHALL BE CAPABLE OF
CARRYING NOT LESS THAN 100 POUNDS.
4. FOR ESSENTIAL FACILITIES, HANGER WIRE CONNECTIONS MUST BE CAPABLE OF CARRYING
200 POUNDS AND BRACING (SPLAY) WIRES SHALL BE CAPABLE OF CARRYING 440 POUNDS.
SHOT -IN ANCHORS IN CONCRETE ARE NOT PERMITTED FOR BRACING WIRES.
5. BRACING WIRES SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A
MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR THE
ACTUAL DESIGN LOAD, WITH A SAFETY FACTOR OF 2, WHICHEVER 15 GREATER.
b. POWDER DRIVEN FASTENERS MUST BE APPROVED FOR APPROPRIATE LOADING.
7. TERMINAL ENDS OF EACH MAIN BEAM AND GROSS TEE MUST BE SUPPORTED WITHIN 8 INCHES
OF EACH WALL WITH A PERIMETER WIRE.
HANGER (SUSPENSION) WIRES
SCALE: N.T.S.
SUSPENDED CEILING BRACING
SCALE: N.T.S.
CEILING GRID GENERAL NOTES
5. TANDEM FIXTURES MAY UTILIZE COMMON WIRES.
LIGHTING NOTES
CEILING HEIGHTS ARE FROM SLAB TO FINISHED CEILING.
LIGHTING KEYNOTES
I. EXISTING GWB CEILING AND LIGHTS TO REMAIN. NO WORK THESE SPACES.
SPLAY WIRES ARE TO BE MIN.
4 -12 GA. WIRES ATTACHED TO
THE MAIN BEAM. WIRES ARE
ARRAYED q0° FROM EACH OTHER
$ AT AN ANGLE NOT EXCEEDING
45° FROM THE PLANE OF THE CLG.
VERTICAL BRACING PER SCHEDULE AND
SHALL BEGIN < 6' FROM WALLS-
SEE CHART FOR SIZES AND VERIFY LOCAL
CODE REQ. COPE WEB AS REQ.
TO CLEAR CRO55 TIES
CONNECT TO MAIN BEAM MEMBER W/ 4 -
#10 SCREWS
LAT. FORGE BRACING 4 EA. 12
GA. WIRE SECURED TO MAIN
RUNNER WITHIN 2' -0" OF CROSS
TEE AND SPLAYED 90° FROM EA.
OTHER 0 I2' -0" O.G. BOTH
DIRECTIONS W/ FIRST POINT
WITHIN 4' -0" FROM EA. WALL
MAIN BEAM
NOTES: CR055 TEE
I. INSTALL SYSTEM IN ACCORDANCE W/ 2006 IBC, ASTM C -655 AND C656, ASCE 1-05 $ CISGA.
2. LATERAL BRACING 15 REQUIRED FOR CLG. > 144 5.F. AND NOT REQUIRED FOR CLG.. < 144
SF.PROVIDED THEY ARE SURROUNDED BY 4 WALLS AND BRACED TO STRUCTURE. PLENUMS < 12" DO
NOT NEED LATERAL BRACING.
5. LATERAL FORCES BRACES SHALL BE 12' O.G. (MAX) AND BEGIN NO FURTHER THAN 6' FROM WALLS.
4. LIGHT FIXTURES < 10 LBS SHALL HAVE 112 GA. HANGER. LIGHT FIXTURES > 10 LBS AND < 56 LB5
SHALL HAVE 2 12 GA. WIRES ATTACHED AT OPPOSING CORNERS OF THE LIGHT FIXTURE TO THE
STRUCTURE ABOVE. FIXTURES >56 LBS SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE.
5. ONLY HEAVY -DUTY T -BAR GRID SYSTEM ALLOWED PER ASCE -7, SECTION 13..622 -PER ARMSTRONG
PERFORMANCE CRITERIA ALL HEAVY DUTY GRIDS ARE RATED FOR >=Ib LB5/LIN FT. ACCORDING TO
ASTM C 655, THE MAXIMUM ALLOWABLE DEFLECTION iS 1/560.
ELECTRI GAL FIXTURE NOTES:
I. LIGHT FIXTURES WEIGHING LESS THAN 10 POUNDS SHALL HAVE ONE 12 GAUGE 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 56 LBS. SHALL HAVE TWO
GAUGE WIRES ATTACHED AT OPPOSING CORNERS 0; "`THE LIGHT FIXTURE TO THE STRUCTURE
ABOVE. THESE WIRES MAY BE SLACK.
5. LIGHT FIXTURES WEIGHING MORE THAN 56 LBS. SHALL BE SUPPORTED DIRECTLY FROM THE
STRUCTURE ABOVE.
4. PENDANT MOUNTED FIXTURES SHALL BE DIRECTLY SUPPORTED FROM THE STRUCTURE ABOVE
USING A q GAUGE WIRE OR AN APPROVED ALTERNATE SUPPORT WITHOUT USING THE CEILING
SUSPENSION FOR DIRECT SUPPORT.
•ECHAN I CAL SERVICES NOTES:
I. TERMINALS OR SERVICES WEIGHING 20 LB5. BUT NOT MORE THAN 56 LBS. MUST HAVE TWO 12
GAUGE WIRES CONNECTING THEM TO THE CEILING SYSTEM HANGERS OR THE STRUCTURE
ABOVE. THESE WIRES MAY BE SLACK
2. TERMINALS OR SERVICES WEIGHING MORE THAN 56 LBS. MUST BE INDEPENDENTLY SUPPORTED
DIRECTLY FROM THE STRUCTURE ABOVE. THESE WIRES MUST BE TAUT.
SPRINKLER NOTES:
I. FOR CEILINGS WITHOUT RIGID BRACING, SPRINKLER HEAD PENETRATIONS SHALL HAVE A 2
OVERSIZE RING, SLEEVE OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FREE MOVEMENT
OF AL LEAST I" IN ALL HORIZONTAL DIRECTIONS. FLEXIBLE HEAD DESIGN THAT CAN
ACCOMMODATE I" FREE MOVEMENT SHALL BE PERMITTED AS AN ALTERNATE.
PROVIDE FIRE DAMPERS AT ALL SUPPLY AND RETURN AIR OUTLETS, INLETS, OR DUCTS PENETRATING EIRE
RATED ASSEMBLIES, ENCLOSURES, WALLS, FLOORS, OR SURFACES, AND AS REQUIRED BY FIRE DEPARTMENT, IF
APPLICABLE.
CONTRACTOR SHALL OBTAIN APPROVAL FROM PROJECT MANAGER FOR ALL THERMOSTAT LOCATIONS.
ALL REQUIRED EXIT SIGNS SHALL HAVE LETTERS SIX INCHES HIGH MINIMUM AND SHALL CONFORM WITH ALL
APPLICABLE CODES.
LIGHT SWITCHES SHALL BE INSTALLED AT +45" A.F.F. MULTIPLE SWITCHES SHOULD BE GANGED TOGETHER
UNLESS OTHERWISE SPECIFIED.
CONTRACTOR SHALL PROVIDE EMERGENCY LIGHTING, STROBE LIGHTS, AUDIO - VISUAL ALARMS, TO MEET ALL
APPLICABLE CODES.
CONTRACTOR TO VERIFY ALL SWITCH LOCATIONS WITH TENANT PRIOR TO INSTALLATION. NUMBER 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.
CONTRACTOR SHALL PROVIDE LAMPS W/ TYPE IC RATED HOUSINGS WHERE FIXTURES COME IN DIRECT
CONTACT WITH INSULATION OR PROVIDE &NB TENTING PER LOCAL LODE REQUIREMENTS.
CONF.
RM
200
WAI
A
i nNe
•
201
•
5
I!!
► 4I
•
MN
•
II!
•
•
PROZ/IDE
0
REFLECTED CEILING PLAN
SCALE: I /8 " =1' -O"
LIGHTING LEGEND
121
WAITING
AREA
OPEN
OFFICE
202
(10) W.S.
I B/5 2 x 4 FLUORESCENT LIGHT FIXTURE TO REMAIN
INDICATES 2 X 4- 24 HOUR FIXTURE W/ BATTERY BACK UP FOR EMERGENCY PATH LIGHTING
B/5 2 x 2 FLUORESCENT LIGHT FIXTURE
INDICATES 2 X 2- 24 HOUR LIGHT FIXTURE W/ BATTERY BACK UP FOR EMERGENCY PATH
LIGHTING
® EXISTING MCECHANICAL VENT -SHOWN FOR INFORMATION ONLY -UNDER SEPARATE PERMIT
• EXISTING MCECHANICAL VENT -SHOWN FOR INFORMATION ONLY -UNDER SEPARATE PERMIT
® ILLUMINATED EXIT SIGN - DIRECTION OF ARROW
4si B/5 SINGLE SWITCH
E EXISTING
N NEW
R RELOCATED
NOTE: CONTRACTOR TO REUSE AND / OR RELOCATE EXISTING LIGHT FIXTURES AND SWITCHES WHERE
POSSIBLE.
CONTRACTOR TO RESWITCH / RECIRCUIT LIGHT SWITCHES AND LIGHT FIXTURES AS NEEDED.
ALL EXISTING LIGHT FIXTURES / SWITCHES NOT SHOWN ARE TO REMAIN.
CONTRACTOR TO REFACE ALL CEILING TILES TO NEW BUILDING STANDARD TILES WHERE REQUIRED
LIGHTING CALCULATIONS
FILES /SERVER/
PRINTERS
(204
OFFICE AREA = 2268 S.FX 1.0 WATTS /5.F= 2268 WATTS ALLOWED
2 x 4 FLUORESCENT - 28 EA. 0 64 WATTS = 1142
2 x 2 FLUORESCENT - 4 EA. ® 42 WATTS = 168
TOTAL WATTS USED = 1960 WATTS
BREAK
AREA
205
EXIST.
OFFICE
203
EXPANSION
JOINT HERE
oTh 221
REVi�lfVED FOR
CODE COMPLIANCE
NOV 0 5 2009
City of Tukwila
BUILDING DIVISION
C 0 ri N EL
planning
DES.
22002 64th Avenue W., Suite 2C
Mountlake Terrace, WA 98043
T: 425- 670 -6706 F; 425 - 774 -8219
I G\1
PIA =1I
PROJECT NAME
interiors architecture
DSV, INC.
RIVERVIEW PLAZA
TENANT IMPROVEMENT
BUILIDNG 1, SUITE 212
16040 CHRISTENSEN ROAD
TUKWILA, WA 98188
DESIGN TEAM
PROJECT NO.:
09.131
PRINCIPAL:
CK
DRAWN BY:
VSS
CHECKED BY:
DWD
ISSUED /REVISIONS
10 -23 -09 ISSUED FOR PERMIT
PROJECT CONSULTANTS
SHEET TITLE
RECEIVED
CITY OF TUKWILA
OCT 2 3 2009
PERMIT CENTER
REFLECTED CEILING
PLAN AND DETAILS
SHEET NO.
A2.0
L