HomeMy WebLinkAboutPermit D12-049 - KEYENCE - PARTITIONS, DOORS AND FINISHESKEYENCE
16300 CHRISTENSEN RD
SUITE 308
D12-049
City oilI'ukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Inspection Request Line: 206 - 431 -2451
Web site: http: / /www.TukwilaWA.gov
Parcel No.: 2523049078
Address: 16300 CHRISTENSEN RD TUKW
Suite No:
Project Name: KEYENCE
DEVELOPMENT PERMIT
Permit Number: D12 -049
Issue Date: 03/01/2012
Permit Expires On: 08/28/2012
Owner:
Name: BRCP RIVERVIEW PLAZA LLC
Address: 248 HOMER AVE , PALO ALTO CA 94301
Contact Person:
Name: TARA STROYAN
Address: 1326 5 AV, STE 500 , SEATTLE WA 98101
Contractor:
Name: D P INC GENERAL CONTRACTORS
Address: 19909 BALLINGER WAY NE , SEATTLE, WA 98155
Contractor License No: DPINCGC066BU
Lender:
Name:
Address:
Phone: 206 587 -7120
Phone: 206 - 361 -2989
Expiration Date: 01/31/2014
DESCRIPTION OF WORK:
INTERIOR TENANT IMPROVEMENT TO INCLUDE CONSTRUCTION OF NEW PARTITIONS, DOORS, AND FINISHES.
Value of Construction: $40,000.00 Fees Collected: $1,337.95
Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2009
Type of Construction: IIIB Occupancy per IBC: 0008
Electrical Service Provided by: PUGET SOUND ENERGY
* *continued on next page **
doc: IBC -7/10
D12-049 Printed: 03 -01 -2012
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: Public:
Storm Drainage:
Street Use: Profit: N Non - Profit: N
Water Main Extension: Private: Public:
Water Meter: N
Permit Center Authorized Signature:
['JAR: Date: % 1— I L
I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances
governing this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating
construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached
to this permit.
Signature:
Print Name:
6/4
.74-S0/-01//1/-es
Date: J ( / /a
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.
PERMIT CONDITIONS:
1: ** *BUILDING DEPARTMENT CONDITIONS * **
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.
doc: IBC -7/10
D12 -049 Printed: 03 -01 -2012
7: All construction shall be done in conform with the approved plans and the requirem� of the International
Building Code or International Residential International Mechanical Code, Washingt ate Energy Code.
8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building
inspector. No exception.
9: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary
sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other
excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of
this requirement.
10: 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 electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building
Department (206- 431- 3670).
12: 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.
13: ** *FIRE DEPARTMENT CONDITIONS * **
14: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the
following concerns:
15: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at
one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry
chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1)
16: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or
brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation
instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so
that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross
weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the
floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4
inches (102 mm). (IFC 906.7 and IFC 906.9)
17: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot
be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6)
18: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available
for use. These locations shall be along normal paths of travel, unless the fire code official determines that the
hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5)
19: 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)
20: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort.
(IFC 1008.1.8.3 subsection 2.2)
21: 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)
22: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the
International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC
1008.1.8.1)
23: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10)
24: 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)
25: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating
doc: IBC -7/10
D12-049 Printed: 03 -01 -2012
and/or adding sprinlder heads. (IFC 901.4)
26: Sprinlders shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as duc s, decks, open grate
flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3)
27: 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 Factory Mutual or any fire protection engineer
licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention
Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2050).
28: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70)
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: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and
#2051)
31: 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)
32: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of
such condition or violation.
33: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at
(206)575 -4407.
doc: IBC -7/10
D12-049 Printed: 03 -01 -2012
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.ci.tukwila.wa.us
Building Permit No.
vo --041
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:
Tenant Name:
King Co Assessor's Tax No.: 2S2 ' 04 0-Tic
(P000 alinSANCereArl O dot Suite Number: -d n Floor:
Property Owners Name:
Mailing Address:
iA.0
! AA .• . Tt.L�
•
New Tenant: Yes
❑..No
City
State
Zip
CONTACT ARSON - who do we contact when your permit is ready to be issued
Name:
Day Telephone:
Mailing Address:
E -Mail Address: 17ter e'l 5 `&..., JA
S9D
20(v. esi •'11 ZD
1,131
`�. city
►�/j l `'` PffFax Number:
9_ao ti
GENER;ALnCONTRRACTOR INFORMATION -
r(6ontractorintormshon forbMechanical (pg 4) for Plumbing and Gas Piping (pg 5))
Company Name:
Mailing Address: 1 CI, al l' _ �eic � 5fa(' Q, W (21�
�7 State Zip
Day Telephone: 2(1. Q. I . D pq
`
Contact Person:
E -Mail Address: Fax Number: 247[p . e12.. ?}UV,
Contractor Registration Number: 1:17 1 NGGC URA RA Expiration Date: t . 13
<< coact I
ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record
Company Name:
Mailing Address:
Contact Person:
' SS
itallb Pc" ,A
ACt-i "
E -Mail Address: G _
ENGINEER OF RECORD - All plans mu s 4
City State Zip
Day Telephone: . 1'2-.t )
ax Number: 2D.47 • cA--1 -112 Z
e wet stamped by Engineer of Record
Company Name: P
Mailing Address:
Contact Person:
E -Mail Address:
HAApplicmions\Fonns- Application; On Line 2009 Applications \) -2009 - Penni' Application.doc
Revised: 1-2009
bh
City State Zip
Day Telephone:
Fax Number:
Page 1 of 6
•
•
BUILDING PERMIT INFORMATION - 206 - 431 -3670
Valuation of Project (contractor's bid price): $ -40 , DC)
Sco ?e of Work (please provide detailed information):
■dr\
LS
Existing Building Valuation: $
Will there be new rack storage? ❑ Yes
W. If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
'For an Accessory dwelling, provide the following: t
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:
R / Sprinklers Automatic Fire Alarm
❑ None ❑ Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No
If "yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11 "paper including quantities and Material Safety 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.
H: Wpplications \Fonns- Applications On Line \2009 Applications\ I -2009 - Pennil Application. doc
Revised: 1 -2009
bit
Page 2 of 6
Existing
Interior Remodel
Addition to
Existing
Structure
New
Type of
Construction per
IBC
Type of
Occupancy per
IBC
1 ' Floor
�/
( 1
£
%!
I1
Vii:
2 ' ' Floor
1 -1 %6
�f
��
r--
_ •
3'a Floor
I /
l�
11
; 22
�I Z
Floors .. tiro .
i
//
V
Basement
Accessory St u ture'
'Attached Garage'
• Detached'Garage
'Attached Carport • •
Detached; Carport
Covered Deck • • '
Unco■ered`Deck •
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: t
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:
R / Sprinklers Automatic Fire Alarm
❑ None ❑ Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No
If "yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11 "paper including quantities and Material Safety 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.
H: Wpplications \Fonns- Applications On Line \2009 Applications\ I -2009 - Pennil Application. doc
Revised: 1 -2009
bit
Page 2 of 6
PERMIT APPLICATION NOTES — Applicable to all permits in this application
Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject
to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation.
Building and Mechanical Permit
The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be
requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition).
Plumbing Permit
The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested
in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition).
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDI
Signat
OWNE
SRAUTHS,.4 r P
Print Name: —1-"Gur7•n
AGENT:
Mailing Address: 1,7s,(19.
Date: -. 1-07• l �•-
Day Telephone: �j�i 1176
City
State Zip
1 Date Application Accepted:
�• I l
4 t Z
Date Application Expires:
I ��
n
Staff Initials: Ac.
�
H.'Applications \Forms- Applications On Line12009 .Applications` 1 2009 - Permit .Application doc
Revised, 1-2009
bh
Page 6 of 6
•
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.TukwilaWA.00v
Parcel No.: 2523049078
Address: 16300 CHRISTENSEN RD TUKW
Suite No:
Applicant: KEYENCE
RECEIPT
Permit Number: D12-049
Status: APPROVED
Applied Date: 02/17/2012
Issue Date:
Receipt No.: R12 -00877
Payment Amount: $812.65
Initials: WER Payment Date: 03/01/2012 01:52 PM
User ID: 1655 Balance: $0.00
Payee: SHANNON GREEN
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Credit Crd VISA
Authorization No. 047200
ACCOUNT ITEM LIST:
Description
812.65
Account Code Current Pmts
BUILDING - NONRES
STATE BUILDING SURCHARGE
000.322.100 808.15
640.237.114 4.50
Total: $812.65
doc: Receipt -06 Printed: 03 -01 -2012
•
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.TukwilaWA.gov
Parcel No.: 2523049078
Address: 16300 CHRISTENSEN RD TUKW
Suite No:
Applicant: KEYENCE
RECEIPT
Permit Number: D12-049
Status: PENDING
Applied Date: 02/17/2012
Issue Date:
Receipt No.: R12 -00699
Payment Amount: $525.30
Initials: JEM Payment Date: 02/17/2012 10:52 AM
User ID: 1165 Balance: $812.65
Payee: BURGESS DESIGN, INC.
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Check 011232 525.30
Authorization No.
ACCOUNT ITEM LIST:
Description
Account Code Current Pmts
PLAN CHECK - NONRES
000.345.830 525.30
Total: $525.30
doc: Receiot -06 Printed: 02 -17 -2012
INSPECTION RECORD
tain a copy with permit
Z»2 105/1
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670
Permit Inspection Request Line (206) 431 -2451
Project:
Type of Inspection:
ress:
/6 340 ,ors /,vs.f.✓1,/..
Date Called:
Special Instructions:
f 440ocr
e
0 %815191", '
Date Wanted:.
2Z— >,
p.m.
„.,.?— _
Requester:
Phone No:
f per applicable codes. DCorrections required prior to approval.
COMA
/9.2-mu `4Pr A k,'
' .' — Ai
Date:
3 �- z z -�.
SPECTION FEE REQUI D. Prior t next inspection. fee must be
at 6300 Southcenter Blv. • Suite 1 . Call to schedule reinspection.
INSPECTION RECORD
Retain a copy with permit
Da,- 64?
INSPECTION NO. PERMIT NO. cti
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 tr-- (206) 431 -3670
Permit Inspection Request Line (206) 431 -2451
Proje t: t/
Type of Inspection:
9
/
Address: ,
(n I cl - `r:S1,Ase
Date al ed:
0 I
'
Special Instructions:
0 s 5"Ok(o-7)(
>
Date Wanted:.
-3 '%
-()
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p.m.
Requester:
i
...3.0 25 SJ �Ti D
Phone Co -----17q3 ,95 -6..!
Approved per applicable codes. D- Corrections required prior to approval. .
COMMENTS:
�V
9
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InsQector:
�V
9
/
IDate� .._-•
aREINSPECTION FEE REQUIRED. rior to next inspection', fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectioh.
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
D/2. — c�vq
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407
Project: ke. y.c �cc--
Type of Inspection:
Address: /4000 c..h '1' sfr�P4 = z-• d a- C•
Suite #:
Contact Person:
Special Instructions:
Phone No.:
n
Approved per applicable codes.
COMMENTS:
Ai/
riCorrections required prior to approval
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:.
Pre -Fire:
Permits:
Occupancy Type:
Inspector:
rt�S'3
Date: 3 f z..)
Hrs..
rfrif: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. CaII to schedule a reinspection.
Billing Address
Attn:
Address:
City:
Company Name:
State:
Zip:
Word /Inspection Record Form.Doc
T.F.D. Form F.P. 113
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with per fit
,..0/2 aaf
t - S- O'
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
444 Andover Park East; Tukwila, Wa. 98T88 k anti- S7�_a4n7
Project: Key c.+,,c c_
Sprinklers:
Fire Alarm:
Type of Inspection: __
Soo n '.7 he 1- v_....�
... . .
f C®4,,<4n
Address: /G 474A CI'
Suite #: 3 v 8
CA+Y,'s
•45r•i
4-4
Contact Person:
37 .3•4+
Special Instructions:
Phone No.:
49 vG , Gv S -
U vS�
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
J
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor: _
Pre- Fire:
Permits:
Occupancy Type:
Inspector:
Date: 3/ 7 f i
rs..
$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance. Department. Call to schedule a reinspection.
Billing Address
Attn:
Address:
City:
Company Name:
State:
Word /Inspection Record Form.Doc
6/11/10
Zip:
T.F.D. Form F.P. 113
08 -01 -2012
TARA STROYAN
1326 5 AV, STE 500
SEATTLE WA 98101
City of Tukwila Jim Haggerton, Mayor
Department of Community Development Jack Pace, Director
RE: Permit No. D12 -049
KEYENCE
16000 CHRISTENSEN RD TUKW
Dear Permit Holder:
In reviewing our current records, the above noted permit has not received a fmal inspection by the City of Tukwila Building
Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National
Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and
become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date
of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has
begun for a period of 180 days. Your permit will expire on 09/17/2012.
Based on the above, you are hereby advised to:
1) Call the City of Tukwila Inspection Request Line at 206 -431 -2451 to schedule for the next or fmal inspection.
Each inspection creates a new 180 day period, provided the inspection shows progress.
-or-
2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to
expire. Address your extension request to the Building Official and state your reason(s) for the need to extend
your permit.
The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your
extension request is granted, you will be notified by mail.
In the event you do not call for an inspection and/or receive an extension prior to 09/17/2012, your permit will become null
and void and any further work on the project will require a new permit and associated fees.
Thank you for your cooperation in this matter.
Sincerely,
er Mars) all
t Techni ian
Jvim941-f
File: Permit File No. D12 -049
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 -431 -3670 • Fax 206 - 431 -3665
ERMR COORD COP
PLAN REVIEW /ROUTING SLIP
PROJECT NAM KEYENCE
SITE ADD R S : 160 9 CH RI TE
X Original Plan Submittal Response fo Incomplete Letter #_,
Response to Correction Letter #__ _ Revision #_ after Permit Issued
DEFiARTTS:
uildin vision We Prevention Planning Division
W ks
N�i
lac Structural ❑ Permit Coordinator ❑
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
[)Q
Incomplete
DUE DATE: 02/21/12
Not Applicable
C
Comments:
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES /THURS ROUTING:
Please Route 1$ Structural Review Required
REVIEWER'S INITIALS:
No further Review Required ❑
DATE:
APPROVALS OR CORRECTIONS:
DUE DATE: 03/20/12
Approved ri Approved with Conditions Not Approved (attach comments) ❑
Notation:
REVIEWER'S INITIALS:
DATE:
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑
Staff Initials:
Documents /routing slip.doc
2 -28-02
Contractors or Tradespeople Peter Friendly Page
•
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.
Business and Licensing Information
Name D P INC GENERAL CONTRACTORS UBI No. 601515833
Phone 2063612989 Status Active
Address 19909 Ballinger Way Ne License No. DPINCGC066BU
Suite /Apt. License Type Construction Contractor
City Seattle Effective Date 1/31/1994
State WA Expiration Date 1/31/2014
Zip 98155 Suspend Date
County King Specialty 1 General
Business Type Corporation Specialty 2 Unused
Parent Company
Other Associated Licenses
License
Name
Type
Specialty 1
Specialty 2
Effective
Date
Expiration
Date
Status
PATTICC034MH
PATTISON
CONSTRUCTION
CO LLC
Construction
Contractor
General
Unused
7/8/1997
2/17/1998
Archived
PATTICA066DQ
PATTISON
CONSTRUCTION
& ASSOC
Construction
Contractor
General
Unused
3/18/19942/17/1998
01/31/2008
Archived
DODSOPI101J6
DODSON
PATTISON INC
Construction
Contractor
General
Unused
4/2/1990
3/26/1994
Archived
ACECO * *179L0
ACE
CONSTRUCTION
Construction
Contractor
Carpentry/Framing
Painting /Wallcovering
6/20/1983
6/16/1986
Archived
VANSND'176B0NORTHWEST
VANS
DRYWALL
Construction
Contractor
Dry Wall
Painting /Wallcovering
1/20/1983
11/1/1983
Archived
ALLAMD'184BN
ALL AMERICAN
DRYWALL
Construction
Contractor
Dry Wall
Painting /Wallcovering
1/15/1982
1/15/1983
Archived
Business Owner Information
Name
Role
Effective Date
Expiration Date
DODSON, WILLIAM
President
01/31/1994
Bond Information
Page 1 of 2
Bond
Bond Company Name
Bond Account Number
Effective Date
Expiration Date
Cancel Date
Impaired Date
Bond Amount
Received Date
5
DEVELOPERS STY &
INDEMNITY CO
791078C
01/31/2008
Until Cancelled
$12,000.00
02/25/2008
4
CBIC
SA6377
01/31/2002
01/31/2008
01/31/2010
$12,000.00
01/09/2002
Assignment of Savings Information No records found for the previous 6 year period
Insurance Information
Insurance
Company Name
Policy Number
Effective Date
Expiration Date
Cancel Date
Impaired Date
Amount
Received Date
15
Charter Oak
Fire Ins Co
DTCO2B323322C0F12
01/31/2012
01/31/2013
$1,000,000.00
02/09/2012
14
Continental
Western Ins Co
12345
01/31/2011
01/31/2013
02/09/2012
$1,000,000.00
01/05/2012
13
OHIO CASUALTY
INS CO
BK01153724175
01/31/2009
01/31/2011
$1,000,000.00
01/22/2009
12
OHIO CAS INS
BK00953724175
01/31/2008
01/31/2009
$1,000,000.00
04/04/2008
https: // fortress .wa.gov /lni/bbip /Print.aspx
03/01/2012
GENERAL NOTES
ARCH / INTERIOR ABBREVIATIONS
BUILDING SUMMARY
PROJECT TEAM
1. CONTRACTOR SHALL COMPLY WITH THE CURRENT "GENERAL CONDITIONS," AND BUILDING
STANDARDS AS PROVIDED BY THE BUILDING OWNER.
2. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF
DIFFERENT TRADES.
3. DO NOT SCALE DRAWINGS. CONTACT ARCHITECT FOR ANY MISSING DIMENSIONS.
4. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE OWNER AND
ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON
SHOP DRAWING ONLY WILL NOT SATISFY THIS REQUIREMENT.
5. ALL MODIFICATIONS, REQUIRING OWNER OR ARCHITECT APPROVAL WILL NOT BE VALID
UNLESS AUTHORIZED IN WRITING BY OWNER AND /OR ARCHITECT.
6. WITHIN FIVE (5) BUSINESS DAYS OF START OF CONSTRUCTION, THE CONTRACTOR SHALL
NOTIFY IN WRITING BOTH THE ARCHITECT AND OWNER OF ANY ITEMS WHOSE ESTIMATED
DELIVERY TO THE SITE WOULD BE LATER THAN THAT REQUIRED FOR TIMELY INSTALLATION IN
THE CONSTRUCTION SEQUENCE SUBSTITUTION OF ALTERNATE ITEMS WITH SHORTER LEAD
TIMES, PAYMENT OF RUSH FABRICATION OR DELIVERY CHARGES OUT OF SEQUENCE
INSTALLATION, OR DELAY OF INSTALLATION OPTIONS TO BE AT THE SOLE APPROVAL OF
OWNER OR ARCHITECT.
7. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WORK AND MATERIALS IN
ACCORDANCE WITH THE LATEST LOCAL BUILDING CODES AND ORDINANCES.
8. CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS AND CONDITIONS AND SHALL REPORT
ANY CONFLICTS OR QUESTIONS FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. DO
NOT SCALE THE DRAWINGS.
9. THE USE OF WORD "PROVIDE" SHALL ALWAYS MEAN, "FURNISH AND INSTALL, CONNECT,
OR SECURE" AS REQUIRED.
10. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH
MANUFACTURERS WRITTEN INSTRUCTIONS AND TRADE ASSOCIATES ACCEPTED STANDARDS.
11. CONTRACTOR SHALL PROVIDE A WRITTEN CONSTRUCTION SCHEDULE. THIS SCHEDULE
SHALL INCLUDE DELIVERY LEAD TIMES OF CONSTRUCTION ITEMS, AND START AND
COMPLETION DATES OF EACH PHASE. THE CONTRACTOR SHALL UPDATE AND PROVIDE SUCH
SCHEDULE ON A BIWEEKLY BASIS.
12. WORK MUST BE SCHEDULED WITH THE BUILDING MANAGEMENT TO AVOID DISRUPTION TO
THE TENANTS.
13. ACCESS TO AND FROM THE PROJECT SITE, SPECIAL CONDITIONS, NOISY WORK, TIMING
OF WORK, INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES, RELOCATION OF
EXISTING EQUIPMENT, CASEWORK, FIXTURES, FITTINGS, ETC., MUST BE COORDINATED WITH
THE BUILDING MANAGEMENT.
14. ADEQUATE CLEANUP, PROTECTION AND PLACEMENT OF ANY CEILING TILES AND /OR
OTHER DISRUPTION TO THE ADJACENT TENANT IMPROVEMENTS MUST BE REPLACED BEFORE
BUSINESS HOURS OF THAT TENANT IN ORDER THAT THE OCCUPANT WILL NOT BE
INCONVENIENCED IN THE NORMAL CONTINUATION OF THEIR OFFICE HOURS.
15. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND
SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. THIS INCLUDES ALL AREAS ON THE
PREMISES SUCH AS: COMMON HALLWAYS, FREIGHT ELEVATOR VESTIBULES, ETC.
16. SCHEDULE THE USE OF THE ELEVATOR WITH BUILDING MANAGEMENT.
17. UPON COMPLETION OF ALL CONSTRUCTION, THE CONTRACTOR SHALL SUPPLY THE
LANDLORD WITH ONE SET OF "RECORD" AS -BUILT DRAWINGS.
18. ALL MATERIALS TO BE NEW UON.
19. PATCH ALL DISTURBED AND /OR DAMAGED AREAS AS REQUIRED TO ACCOMPLISH NEW
WORK AND AS REQUIRED FOR FINISHED APPEARANCE.
20. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY BACKING,
BLOCKING, AND FRAMING FOR LIGHT FIXTURES, ELECTRICAL FIXTURES, CASEWORK AND ALL
OTHER ITEMS REQUIRING IT.
21. CONTRACTOR TO COORDINATE ALL FIRE ALARM WORK WITH BUILDING OWNER.
22. ALL PAINT AND FINISH MATERIAL COLORS SHALL MATCH ARCHITECT'S CONTROL SAMPLES
AND REQUIRE ARCHITECT'S REVIEW PRIOR TO INSTALLATION. SUBMIT TO ARCHITECT THREE
(3) COPIES FOR REVIEW.
23. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR REVIEW ON CABINETWORK, MILLWORK
AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATION. SUBMIT TO
ARCHITECT AT LEAST THREE (3) COPIES FOR REVIEW.
24. REPETITIVE FEATURES NOT FULLY SHOWN OR NOTED ON THE DRAWINGS SHALL BE
COMPLETELY PROVIDED AS IF DRAWN IN FULL.
25. THROUGHOUT THE DRAWINGS ARE ABBREVIATIONS WHICH ARE IN COMMON USE. THE
LIST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE A COMPLETE LIST. THE
ARCHITECT WILL DEFINE THE INTENT OF ANY IN QUESTION.
ADJ
AFF
ALT
ALUM -
APC -
APPROX -
ARCH
ACT
AV
BLDG
BOT
CAB
CL
CLG
CLR
COL
CONC
CONF
DEMO
DEPT
DF
DIA
DIFF
DIM
DTL
DW
DWG
EA
EL
ELEC
ELEV
EQ
EQUIP
EXT
FA
FD
FE
FEC
FFE
FIN
FLUOR
FLR
FO
FOIC
- ADJUSTABLE
- ABOVE FINISH FLOOR
FTIC
FU RR
GA
GC
GL
GWB
HC
HDW
HM
HR
INCL
INFO
INSUL
LAV
LF
MATL
MAX
MDF
ALTERNATE
ALUMINUM
ACOUSTICAL PANEL CEILING
APPROXIMATE
ARCHITECTURAL
ACOUSTICAL CEILING TILE
AUDIO VISUAL
BUILDING
BOTTOM
CABINET
CENTER LINE
CEILING
CLEAR
COLUMN
CONCRETE
CONFERENCE
DEMOLITION
DEPARTMENT
DRINKING FOUNTAIN
DIAMETER
DIFFUSER
DIMENSION
DETAIL
DISHWASHER
DRAWING
EACH
ELEVATOR
ELECTRICAL
ELEVATION
EQUAL
EQUIPMENT
EXTERIOR
FIRE ALARM
FLOOR DRAIN
FIRE EXTINGUISHER
FIRE EXTINGUISHER CABINET
FINISH FLOOR ELEVATION
FINISH
FLUORESCENT
FLOOR
FACE OF
FURNISHED BY OWNER, INSTALLED
BY CONTRACTOR
FURNISHED BY TENANT, INSTALLED
BY CONTRACTOR
FURRING
GAUGE
GENERAL CONTRACTOR
GLASS
GYPSUM WALLBOARD
HANDICAPPED
HARDWARE
HOLLOW METAL (STEEL FRAME)
HOUR
INCLUDED OR INCLUDING
INFORMATION
INSULATION
LAVATORY
LINEAR FOOT
MATERIAL
MAXIMUM
MEDIUM DENSITY FIBERBOARD
REVISIONS
Ma changes shaft be made to the scope
cf work without prior approval of
Tukwila Building Division.
Vv :siciis will require a new plan submittal
acJ may include additional plan review fees.
MECH
MEZZ
MFR
MIN
MISC
MTD
MTL
N/A
NIC
NTS
OC
OFF
OPNG
OVHD
P
PART
PERF
PERIM
PERP
PLAM
PLYWD
QTY -
(R)
RA
RCP
REC
REF
REFR
REL
REV
RM
RO
RTD
SCHED -
SF -
SHT -
SIM -
SPEC -
SPKLR -
SPKR -
SQ -
STD
STL
STOR
STRL -
STRUC -
SYM M
TBD
TEL
TEMP
THK
TO
TOS
TYP
UON
UPS
VCT
VIF
W/
WC
WD
W/O
MECHANICAL
MEZZANINE
MANUFACTURER
MINIMUM
MISCELLANEOUS
MOUNTED
METAL
NOT APPLICABLE
NOT IN CONTRACT
NOT TO SCALE
ON CENTER
OFFICE
OPENING
OVERHEAD
PAINT
PARTITION
PERFORATED
PERIMETER
PERPENDICULAR
PLASTIC LAMINATE
PLYWOOD
QUANTITY
RELOCATED
RETURN AIR
REFLECTED CEILING PLAN
RECESSED
REFERENCE
REFRIGERATOR
RELOCATE
REVISION OR REVISED
ROOM
ROUGH OPENING
RATED
SCHEDULE
SQUARE FEET /FOOT
SHEET
SIMILAR
SPECIFICATION
SPRINKLER
SPEAKER
SQUARE
STANDARD
STEEL
STORAGE
STRUCTURAL
STRUCTURAL
SYMMETRICAL
TO BE DETERMINED
TELEPHONE OR TELECOM
TEMPERED
THICKNESS
TOP OF
TOP OF SLAB
TYPICAL
UNLESS OTHERWISE NOTED
UNINTERRUPTED POWER SUPPLY
VINYL COMPOSITION TILE
VERIFY IN FIELD
WITH
WATER CLOSET
WOOD
WITHOUT
Er if :.'.n` -%'L: PERMIT
ti ; _ l tED FOR:
'Mechanical
C1'Gectrical
C�Pfumbing
En-as Piping
:tj of Tukwila
a.) r DIVISION
1. PROJECT ADDRESS:
KEYENCE
RIVERVIEW PLAZA
16000 CHRISTENSEN RD, SUITE 308
TUKWILA, WA 98188
2. APPLICABLE CODES & ORDINANCES:
A BUILDING CODES
INTERNATIONAL BUILDING CODE - 2009
B REGULATIONS & ORDINANCES
N FPA
C ACCESSIBILITY
INTERNATIONAL BUILDING CODE - 2009
ICC /ANSI 117.1 ACCESSIBLE & USABLE BUILDINGS AND FACILITIES
3. GENERAL BUILDING DESCRIPTION:
TYPE OF CONSTRUCTION: IIIB
FIRE RESISTIVE SYSTEM: SPRINKLERED NON NFPA -13
OCCUPANCY TYPE: 'B' OFFICE
4. FIRE RESISTIVE CONSTRUCTION REQUIREMENTS:
SHAFT ENCLOSURES: 2 HOURS
EXIT STAIR ENCLOSURES: 2 HOURS
CORRIDORS: 1 HOUR
5. EXITS:
APPROXIMATE AREA OF CONSTRUCTION: 1,221 SQUARE FEET
TOTAL APPROXIMATE SUITE AREA: 1,221 SQUARE FEET
TOTAL APPROXIMATE FLOOR AREA: 17,568 SQUARE FEET
OCCUPANT LOAD FACTOR: SEE CODE SUMMARY
NUMBER OF TOTAL PROPOSED OCCUPANTS: SEE CODE SUMMARY
NUMBER OF EXITS REQUIRED: 1 REQUIRED
MINIMUM EGRESS WIDTH REQUIRED: 3' -8"
COMMON PATH OF EGRESS TRAVEL: 75'
6. PROJECT DESCRIPTION:
NON- STRUCTURAL INTERIOR TENANT IMPROVEMENT.
NEW PARTITIONS, DOORS, FINISHES.
2003
TENANT:
KEYENCE
98188
TEL: 201.930.0100
FAX: 201.930.0787
ATTN: TOMMY PIRET
ARCHITECT /DESIGNER:
BURGESS DESIGN, INC.
1326 5TH AVENUE, SUITE 500
SEATTLE, WASHINGTON 98101
TEL: 206.587.7120
FAX: 206.587.7122
ATTN: RANDY MORGAN
BUILDING MANAGER:
UNICO PROPERTIES
16040 CHRISTENSEN RD, STE 100
TUKWILA, WA 98188
TEL: 206.373.7137
FAX: 206.373.7135
ATTN: SHANNON GREEN
GENERAL CONTRACTOR:
TBD
PLUMBING ENGINEER:
TBD - Bidder Design Build by G.C.
MECHANICAL ENGINEER:
TBD - Bidder Design Build by G.C.
ELECTRICAL ENGINEER:
TBD - Bidder Design Build by G.C.
FIRE /LIFE SAFETY ENGINEER:
TBD - Bidder Design Build by G.C.
PLUMBING, MECHANICAL, ELECTRICAL,
LIFE SAFETY PERMITS UNDER SEPARATE
SUBMITTALS.
STREET MAP
LEGAL DESCRIPTION / PARCEL N0.
PARCEL NUMBER: 2523049078
LEGAL DESCRIPTION: POR GL 1 OF SEC 25 -23 -04 DAF - BEG SW COR PARCEL 4 OF
CITY OF TUKWILA SHORT PLAT NO 78 -16 -SS RECORDING NO 7906050098 TH N
00 -14 -00 W 210 FT TAP OF CURVE TH NLY 104.72 FT ALG ARC OF NON TANGENT
CURVE TO LFT RAD 40 FT RADIUS PT BEARING N 00 -14 -00 W THRU C/A 150 -00 -00
TAP OF REV CURVE TH NLY 41.89 FT ALG ARC OF TANGENT CURVE TO RGT RAD 40 FT
THRU C/A 60 -00 -00 TAP OF TANGENCY TH N 00 -14 -00 W 121.31 FT TH N 89 -46 -00
E 115.50 FT TH N 00 -14 -00 W 8.50 FT TH N 89 -46 -00 E 98.50 FT TH N 00 -14 -00
W 8.50 FT TH N 89 -46 -00 E 24.61 FT TH S 60 -14 -00 E 17.19 FT TH N 29 -46 -00 E
49.36 FT TAP OF CURVE TH NLY 52.96 FT ALG ARC OF TANGENT CURVE TO LFT RAD 320
FT THRU C/A 09 -28 -59 TAP ON SD CURVE TH S 77 -75 -04 E 30.59 FT TH S
12 -34 -56 W 28 FT TH S 77 -25 -04 E 105.59 FT TH S 31 -16 -45 W 11.09 FT TH S
34 -31 -52 W 60.54 FT TH S 30 -51 -21 W 61.78 FT TH S 13 -16 -05 W 53.94 FT TH S
15 -57 -27 W 51.82 FT TH S 13 -48 -40 W 54.33 FT TH S 00 -38 -22 E 62.39 FT TH S
00 -18 -55 W 41.21 FT TH S 07 -39 -16 E 53.77 FT TH S 18 -27 -46 E 56.37 FT TH S
27 -57 -17 E 8.24 FT TH N 89 -47 -00 W 343.34 FT TO POB AKA REVISED LOT 3 OF CITY
OF TUKWILA BDRY LN ADJ NO 81 -40 BLA RECORDING NO 8112160540 REVISING CITY OF
TUKWILA BDRY LN ADJ NO 81 -1 BLA RECORDING NO 8102050389
CODE SUMMARY
DRAWING INDEX
\ DRAWING ISSUED
W
Q
_N
0
M
N
(0
N
N
N
GENERAL
X
X
X
G.0.0 COVER SHEET / PROJECT INFORMATION
X X
X
G.0.1 PROJECT NOTES
X
X
X
_ARCTi1TECTURAL / INTERLQRS
A.2A.1 DEMOLITION PLAN
CONSTRUCTION /FINISH PLAN
REFLECTED CEILING PLAN
POWER & DATA PLAN
X
X
X
X
X
X
A.9.1 DOOR SCHEDULE / SIDELIGHT SCHEDULE / DETAILS
A.9.2 MILLWORK / DETAILS
TOTAL OCCUPANT LOAD AT THIS EXIT
36 OCCUPANTS
EXIT
TECH
185 S.F.
OCCO
. LAD:1
S.F /OCC.=
2 OCC
CONFERENCE
175 S.F.
OCC. LOAD:15
S.F /OCC.=
12 OCC
109 S.F.
ACC. LOAD:15
OCC._
7
CC
OPEN OFFICE
454 S.F.
OCC. LOAD:100
S.F /OCC. =5 OCC
CONFERENCE
150 S.F.
OCC. LOAD:15
S.F /OCC.=
10 OCC
DEFINITIONS AND DIMENSIONS
KEY PLAN / FLOOR PLATE
1 ":25'
SYMBOLS
ELEVATION REFERENCE SYMBOL
U DETAIL ID
D
SHEET NO.
SECTION REFERENCE SYMBOL
DETAIL REFERENCE SYMBOL
COLUMN AND /OR GRID LINE SYMBOL
DIMENSION LINE:
20'
0
L ANGLE
@ AT
Q CENTERLINE
0
INDICATES FINISHED
1 SURFACES TO ALIGN
DRAWING TITLE BAR
DETAIL IDENTIFICATION
DRAWING TITLE
GRAPHICAL SCALE
FLOOR ELEVATION SYMBOLS
92' -0" +1' -0" NOMINAL FLOOR
�- ELEVATION
HEIGHT (ABOVE /BELOW)
BUILDING SPACE / ROOM ID
OFFICE SPACE NAME
►-- SPACE NUMBER
1127
DOOR SYMBOL
DOCUMENT SHEET SYMBOL
KEYED SHEET NOTES
GLAZING SYMBOL
REVISION NUMBER
A. DEFINITIONS:
1. "TYPICAL" OR "TYP" INDICATES IDENTICAL COMPLETE SYSTEM FOR THE CONDITION NOTED.
2. "SIMILAR" OR "SIM." INDICATES COMPLETE SYSTEM AND COMPONENTS COMPARABLE TO
THE CHARACTERISTICS FOR THE CONDITION NOTED.
3. "AS REQUIRED" INDICATES CONTRACTOR SHALL PROVIDE COMPONENTS REQUIRED TO
COMPLETE THE NOTED SYSTEM AS INDICATED IN THE PROJECT DOCUMENTS.
4. "ALIGN" INDICATES ACCURATELY PROVIDE FINISH FACES OF MATERIALS IN STRAIGHT,
TRUE, AND PLUMB RELATION ADJACENT MATERIALS.
5. "CLEAR" INDICATES CRITICAL DIMENSION AND SHALL SET PRECEDENT FOR LAYOUT OF
PARTITIONS.
B. DIMENSIONS:
1. DIMENSIONS ARE INDICATED TO THE FACE OF FINISHED SURFACE AT ALL NEW AND
EXISTING CONSTRUCTION, CENTER OF COLUMNS OR GRID LINES UNLESS OTHERWISE NOTED.
2. ALIGNMENT OF PARTITIONS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE &
PLUMB. DIMENSIONAL LAYOUT SHALL BE IN THE FOLLOWING PRIORITY ORDER.
A. STRUCTURAL DRAWINGS
B. LARGE SCALE DETAILS
C. SMALL SCALE DETAILS
D. ENLARGED PLANS AND SECTIONS
E. FLOOR PLANS
3. MINIMUM DIMENSIONS FOR ACCESSIBILITY CLEARANCES AND BUILDING CODE
REQUIREMENTS SHALL BE MAINTAINED.
4. FLOOR ELEVATIONS ARE INDICATED AT THE FACE OF THE STRUCTURAL SLAB, UNLESS
OTHERWISE NOTED.
5. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF
FINISHED MATERIAL, UNLESS NOTED ABOVE FINISH FLOOR - "AFF ".
6. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF
SUSPENDED ACOUSTIC CEILING GRID OR FACE OF FINISH MATERIAL FOR OTHER CEILING
TYPES, UNLESS OTHERWISE NOTED.
7. DOCUMENTS ARE DRAWN DIAGRAMATICALLY, AND SCALED DIMENSIONS ARE APPROXIMATE.
DIMENSIONS SHALL INDICATE REQUIRED SIZE, CLEARANCES, AND RELATIONSHIPS ARE
INDICATED BY DIMENSIONS AS NOTED.
KEYENCE
RIVERVIEW PLAZA
16000 CHRISTENSEN RD, SUITE 308
TUKWILA, WA 98188
NO CHANGE TO EXITING
FILE COPY
Permit No.
PI r -v e + approval is
Of std to ernors and omissions.
t0: C 7struction documents does not aut,horize
of '.r ":1 adopted code or ordnance. Receipt
o: &- pJr0•sao Fuo py and conditions is acknowiedg7 d:
Sy
Date:
LONGEST COMMON
PATH OF EGRESS I
TRAVEL: 52'
AREA OF WORK
COMMON PATH OF EGRESS TRAVEL DOES
NOT EXCEED 75 FEET TO DECISION NODE.
THE PATH OF EMERGENCY EGRESS TRAVEL
ILLUMINATION LEVEL SHALL NOT BE LESS
THAN AN AVERAGE OF (1) FOOT CANDLE AT
THE WALKING SURFACE.
REt�'
r`I1i/ OF
REVIEWED FOR
CODE COMPLIANCE
APPROVED
FEB 2 8 2012
v "t
City of Tukwila
rr1w� BUILDING DIVISION
UI(WILA
ffib12012
PERMIT CENTER
1712-0t11
Tenant:
KEYENCE
RIVERVIEW PLAZA - BUILDING 2
16000 CHRISTENSEN ROAD, SUITE 308
TUKWILA, WA
A Tenant Improvement for:
UNICO PROPERTIES
RIVERVIEW PLAZA - BUILDING 1
16040 CHRISTENSEN ROAD, SUITE 100
TUKWILA, WA
burgess design I interiors 0 architecture
1376 Fifth Avenue Suite 500. Seattle.. WA 98101 Mt: 206.587_7170 FAx:206. 5877122
All reproduction & intellectual property rights reserved c 2011
Approved by:
Date:
CONSTRUCTION WORK SHALL NOT PROCEED UNTIL
THE BUILDING OWNER / REPRESENTATIVE AND
BUILDING TENANT HAVE GIVEN THEIR APPROVAL TO
THESE CONSTRUCTION DOCUMENTS. APPROVAL BY
THESE PARTIES SHALL BE INTERPRETED AS
APPROVAL OF DRAWINGS FOR CONTENT, FINISH
SELECTIONS, SCOPE OF WORK, AND ALL DIMENSIONS
REGARDED BY EITHER PARTY AS BEING NECESSARY
TO THEIR OPERATIONS, USE OF THE SPACE,
FURNISHINGS, AND TENANT EQUIPMENT AND
FURNITURE INSTALLATIONS.
CONSTRUCTION AND /OR INITIATION OF
CONSTRUCTION, AUTHORIZED BY THE BUILDING
OWNER FROM THESE CONSTRUCTION DOCUMENTS,
SHALL BE INTERPRETED BY THE DESIGNER AS
APPROVAL IN FULL OF THESE CONSTRUCTION
DOCUMENTS BY BOTH THE BUILDING OWNER /
REPRESENTATIVE AND THE TENANT.
Professional seal
8021
REGISTERED
RAIVDALL ALAN MORGAN
STATE OF WASHINGTON
No. Issue Description
REVIEW SET
REVIEW SET
PERMIT SET
Date
1/30/12
2/6/12
2/14/12
Drawn by: TS Reviewed by: RM
Project No: 1 1- 8210 -00
COVER SHEET /
PROJECT INFORMATION
Original drawing is 24" x 36 ". Scale entities accordingly if reduced
G.0.0
PROJECT NOTES
1. THESE PROJECT NOTES ARE GENERIC IN NATURE. CONTRACTORS INSTRUCTIONS FOR CONSTRUCTION
ADMINISTRATION MAY VARY BASED ON THE CONTRACT BETWEEN BUILDING MANAGEMENT AND TENANT. VERIFY
WITH BUILDING MANAGEMENT ALL CONSTRUCTION REQUIREMENTS AND CONSTRUCTION ADMINISTRATION
RESPONSIBILITIES. THE DESIGNER MAY NOT HAVE CONSTRUCTION ADMINISTRATION OBLIGATIONS.
2. PLUMBING, ELECTRICAL, MECHANICAL & LIFE SAFETY SHALL BE PERFORMED UNDER THE DESIGN /BUILD
CONTRACT. ALL WORK SHALL BE TO CODE. ANY INFORMATION ON THESE DRAWINGS ARE FOR REFERENCE
AND SCHEMATIC DESIGN ONLY. CONTRACTOR IS RESPONSIBLE FOR ALL ASPECTS OF THE DESIGN. VERIFY
REQUIREMENTS OF BUILDING MANAGEMENT AND TENANT. REVIEW OF SHOP DRAWINGS, IF APPROPRIATE, IS
FOR AESTHETIC REASONS ONLY.
3. VERIFY BUILDING STANDARDS WITH BUILDING MANAGEMENT WHEN WORKING IN SUITES WITH NON BUILDING
STANDARD ELEMENTS. VERIFY PREFERRED DETAILING OF THESE ELEMENTS WITH BUILDING MANAGEMENT.
4. VERIFY ALL RULES, GENERAL CONDITIONS AND SPECIAUZED BUILDING REQUIREMENTS WITH THE BUILDING
MANAGEMENT.
5. VERIFY LEED REQUIREMENTS WITH BUILDING MANAGEMENT.
DIVISION I - GENERAL CONDITIONS
01010 SUMMARY OF WORK
1. GENERAL DESCRIPTION OF THE PROJECT: NON- STRUCTURAL INTERIOR TENANT IMPROVEMENT OF A
COMMERCIAL OFFICE SUITE, UON.
2. WHERE NO BUILDING STANDARDS EXIST FOR MATERIALS CALLED OUT AS "BUILDING STANDARD" ON THE
PLANS, THE CONTRACTOR SHALL SO ADVISE BURGESS DESIGN WITHIN TEN (10) DAYS OF THE CONTRACTOR'S
RECEIPT OF THE PLANS SO THAT BURGESS DESIGN MAY MAKE ALTERNATE SELECTIONS.
3. CONTRACTOR SHALL VERIFY ALL REQUIREMENTS OF EXACT SIZE AND QUANTITY OF EQUIPMENT FURNISHED
BY THE TENANT, INCLUDING REQUIREMENTS FOR MECHANICAL AND ELECTRICAL SERVICES, AND IS
RESPONSIBLE FOR ALL ROUGH -IN CONNECTIONS. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE
TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE.
4. FIRE /EMERGENCY SYSTEMS INCLUDE, BUT ARE NOT LIMITED TO, SPRINKLER MODIFICATIONS, FIRE
EXTINGUISHER PLACEMENT, AUDIBLE ALARMS, SMOKE AND HEAT DETECTORS, STROBES, AND EXIT SIGN
PLACEMENT.
5. ALL DESIGN BUILD INFRASTRUCTURE SHALL BE UNDER A SEPARATE PERMIT BY CONTRACTOR.
6. WORK NOT INCLUDED: CONTRACTOR SHALL PROVIDE THE FOLLOWING ITEMS DESCRIBED IN THE
SPECIFICATIONS AND SHOWN ON THE PLANS EXCEPT FOR THE ITEMS INDICATED "N.I.C." (NOT IN CONTRACT),
SUCH AS TELEPHONE AND DATA CABLES, OFFICE FURNITURE, EQUIPMENT AND MOBILE KITCHEN APPLIANCES.
7. CONTRACTOR TO PROVIDE ALL FIRE /EMERGENCY SYSTEMS AS REQUIRED BY ALL APPLICABLE CODES.
FIRE /EMERGENCY SYSTEMS INCLUDE BUT NOT UMITED TO SPRINKLER MODIFICATIONS, FIRE EXTINGUISHERS,
AUDIBLE ALARMS, STROBES, SPRINKLERS, SMOKE AND HEAT DETECTORS, AND EXIT SIGNS.
8. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL
KNOWLEDGE OR EFFORT, AND SHALL BE EQUIPPED WITH PANIC HARDWARE WHERE REQUIRED AND INDICATED.
9. ANY MATERIAL USED IN CONSTRUCTION SHALL MEET CURRENT FLAME CODE REGULATIONS.
10. ALL ELECTRICAL, PLUMBING AND MECHANICAL MATERIAL INSTALLATIONS SHALL COMPLY WITH THE BUILDING
SHELL STANDARD SPECIFICATIONS.
11. THE GENERAL CONTRACTOR SHALL LAY OUT THE WORK IN CONFORMITY WITH THE REQUIREMENTS OF
CONTRACT DOCUMENTS, AND WILL BE HELD RESPONSIBLE FOR PROPER ESTABLISHMENT AND MAINTENANCE
OF ALL LINES AND DIMENSIONS. BEFORE DOING AND WORK, THE GENERAL CONTRACTOR SHALL VERIFY ALL
MEASUREMENTS AND CONDITIONS AT THE SITE AND NOTIFY THE ARCHITECTS OF ANY DISCREPANCIES.
12. THE CONTRACTORS SHALL USE DIMENSIONS ONLY. DO NOT SCALE PLANS. ALL DIMENSIONS ARE TO
FINISHED FACE UNLESS OTHERWISE NOTED.
13. MATERIALS: ALL MANUFACTURED ARTICLES, MATERIALS, AND EQUIPMENT SHALL BE APPLIED AS
RECOMMENDED BY MANUFACTURERS. ALL LIKE MATERIALS USED SHALL BE OF THE SAME MANUFACTURER AND
QUALITY UNLESS OTHERWISE SPECIFIED. ALL MATERIAL, EQUIPMENT AND FIXTURES SHALL BE CODE WORTHY
WITH ALL PROPER JURISDICTIONAL APPROVALS.
DIVISION 1 - SITE WORK
02050 - DEMOLITION
1. FURNISH ALL LABOR, MATERIALS AND EQUIPMENT AS REQUIRED TO COMPLETE THE DEMOLITION AND
REMOVAL OF ALL ITEMS LOCATED IN THE CONSTRUCTION AREAS. UPON COMPLETION OF ALL DEMOLITION
WORK, ALL AREAS SHALL BE LEFT BROOM CLEAN.
2. DEMOLITION OF TELEPHONES, ELECTRICAL, VOICE /DATA AND PANELS ARE TO BE REMOVED BACK TO
ORIGINATING SOURCE. DEMOLITION OF CORES AND RELATED CABLING TO BE REMOVED FROM TENANT SPACES
BELOW.
3. DURING THE REMOVAL OF ANY ENVIRONMENTALLY HAZARDOUS MATERIALS, PROTECTION GUIDELINES
SHOULD BE STRICTLY FOLLOWED BY CODE OR LOCAL GOVERNING AUTHORITY.
4. ALL EXISTING CONSTRUCTION ITEMS THAT INTERFERE WITH THE CONSTRUCTION NEGOTIATED BY THE
PRICING PLAN / SPACE PLAN WITH WORK LETTER SHALL BE REMOVED, RELOCATED, OR KEPT FLUSH IN
CEILING, WALL, OR FLOOR AS REQUIRED.
5. ALL DAMAGED, ALTERED OR REWORKED AREAS SHALL BE PATCHED AS REQUIRED AND FINISHED TO MATCH
EXISTING ADJACENT AREAS OR AS SPECIFIED TO PROVIDE A "LIKE -NEW FINISH ".
6. CONTRACTOR SHALL PROVIDE PLASTIC SHEETING OR OTHER APPROPRIATE BARRIER TO CONTROL DUST AND
DEBRIS SUCH THAT IT DOES NOT AFFECT AREAS OUTSIDE THE AREA OF WORK.
DMSION VI - ARCHITECRIRAL CARPENTRY AND CASEWORK
06100 - ROUGH CARPENTRY
1. ROUGH CARPENTRY TO INCLUDE ANY WOOD STUDS, FURRING, BLOCKING, ROUGH FRAMING, WOOD CURBS,
BUCKS, NAILERS, BACKING, FIXTURE FRAMING, EQUIPMENT SUPPORTS, ETC. AS DETAILED.
06200 - FINISH CARPENTRY
1. FINISH CARPENTRY TO INCLUDE INSTALLATION OF ALL FIXTURES AND ASSOCIATED TRIMS, HARDWARE AND
NOSINGS.
2. PROVIDE INTERIOR DOOR AND SIDELIGHT FRAMES AS SCHEDULED.
06400 - ARCHITECTURAL WOODWORK AND CASEWORK
1. CABINET CONSTRUCTION: COMPLY WITH THE A.W.I. ARCHITECTURAL WOODWORK QUALITY STANDARDS FOR
CUSTOM GRADE WORK. CABINETS SHALL BE FLUSH CONSTRUCTION.
2. PROVIDE PARTICLE BOARD, MED. DENSITY, WEIGHING <40 LB. /CU. FT., AT LEAST 3/4" THICK.
3. CABINET HARDWARE: FULL EXTENSION DRAWER GLIDES, STAINLESS STEEL CABINET PULLS, US32D FINISH,
AND CONCEALED DOOR HINGES, SHELF HARDWARE AND OTHER REQUIRED ITEMS, UON IN ELEVATIONS /
DETAILS, OR PER BUILDING STANDARD.
4. PLASTIC LAMINATE: HIGH - PRESSURE DECORATIVE LAMINATE SELECTED FROM WILSONART, NEVAMAR, AND
FORMICA, UON. LAMINATE TO BE GENERAL- PURPOSE GRADE .050" HORIZONTAL AND .030" VERTICAL.
5. INTERIOR CABINET SURFACES & SHELVES TO BE OF PREFINISHED BOARD WITH POLYESTER OVERLAY, UON.
6. SHELF EDGING TO BE P -LAM, UON.
7. SUBMIT SHOP DRAWING SUBMITTALS FOR ARCHITECT REVIEW.
DIVISION VIII - DOORS AND WINDOWS
08210 - WOOD DOORS
1. PROVIDE AND INSTALL INTERIOR SUITE DOORS AS INDICATED ON DRAWINGS.
2. DOOR SCHEDULE SPECIFIES FINISH (BOTH SIDES OF DOOR) AND FRAME, UON.
3. DOORS SHALL BE PRE - MACHINED FOR HARDWARE PER HARDWARE SCHEDULE.
4. SUBMIT SHOP DRAWING SUBMITTALS FOR ARCHITECT REVIEW.
5. CONTRACTOR SHALL REVIEW SUITE FOR DOOR STYLE CHANGES AND VERIFY WITH ARCHITECT AND BUILDING
MANAGEMENT THE DOOR STYLE TO MATCH IF A VARIATION IS PRESENT.
08710 - FINISH HARDWARE
1. FINISH AND SPECIALTY HARDWARE INCLUDES ALL ACCESSORIES, TOOLS, AND FASTENERS REQUIRED FOR
HARDWARE INSTALLATION AND MAINTENANCE. ITEMS NOT SPECIFICALLY MENTIONED, BUT NECESSARY TO
COMPLETE THE WORK, SHALL BE FURNISHED MATCHING IN QUALITY AND FINISH OF SPECIFIED IN SIMILAR
LOCATIONS.
2. PROVIDE ALL HARDWARE AS SPECIFIED PER THE HARDWARE SCHEDULE.
3. ALL LOCK SETS SHALL CONFORM TO THE BUILDING'S GRAND MASTER KEYING SYSTEMS. PROVIDE TWO
(2) KEYS FOR EACH LOCK AND TWO (2) MASTER KEYS FOR THE SUITE. ALL KEYS TO BE TAGGED WITH
ROOM NUMBERS. CONFIRM QUANTITY WITH BUILDING MANAGEMENT.
4. SUBMIT HARDWARE SCHEDULE WITH CATALOGUE CUT SHEETS FOR ARCHITECT REVIEW.
5. ALL DOORS SHALL HAVE A MINIMUM OF 1 -1/2 PAIR OF BUTT HINGES, ONE LATCHSET OR LOCK SET,
AND ONE DOOR STOP TO MEET ACCESSIBILITY REQUIREMENTS.
6. ALL HARDWARE SHALL BE COMMERCIAL GRADE AND RATED AT REQUIRED ASSEMBLIES.
7. PROVIDE CLOSERS PER HARDWARE SCHEDULE AND AT ALL RATED ASSEMBLIES.
8. ALL HARDWARE SHALL MATCH BUILDING STANDARD IN STYLE AND FINISH.
9. SET UNITS LEVEL, PLUMB AND TRUE TO LINE AND LOCATION. ADJUST AND REINFORCE THE ATTACHMENT
SUBSTRATE AS NECESSARY FOR PROPER INSTALLATION AND OPERATION.
10. ADJUST AND CHECK EACH OPERATING ITEM OF HARDWARE AND EACH DOOR TO ENSURE PROPER
OPERATION OR FUNCTION OF EVERY UNIT. REPLACE UNITS WHICH CANNOT BE ADJUSTED TO OPERATE
FREELY AND SMOOTHLY AS INTENDED FOR THE APPUCATION MADE.
11. PROVIDE PROPER SMOKE GASKETS AT RATED ASSEMBLIES.
12. MATCH BUILDING STANDARD SPECIFICATIONS AND FINISHES.
13. THE FOLLOWING UL LISTINGS ARE REQUIRED ON THE FOLLOWING HARDWARE:
PANIC HARDWARE - UL #305
FIRE EXIT HARDWARE - UL #106 & UL #305
ELECTROMAGNETIC LOCK HARDWARE - UL # FWAX -S -A -6635
THE CRASH BAR MUST BE AT LEAST 1/2 OF THE DOOR WIDTH AND OPEN FORCE NO MORE THAN 15 LBS.
VERIFY WITH BUILDING STANDARD & MANAGEMENT AND INFORM ARCHITECT IF BUILDING STANDARD DOESN'T
COMPLY.
08810 - GLASS
1. ALL GLASS AT SIDELIGHTS AND DOORS SHALL BE 1/4" TEMPERED SAFETY GLAZING, UON.
2. CONTRACTOR SHALL VERIFY GLASS THICKNESS IS APPROPRIATE FOR DIMENSIONS AND SPANS.
3. THIS PROJECT CONTAINS GLAZING THAT WILL BE SUBJECT TO FEDERAL GLAZING STANDARDS. GLAZING
SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ADHERENCE TO THE REQUIREMENTS. IF GLAZING
SUBCONTRACTOR FINDS ANYTHING IN THE DOCUMENTS NOT IN COMPLIANCE WITH THE STANDARD, THEY
SHALL BRING DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.
4. RATED GLASS (CERAMIC) RELITE SHALL BE PREMIUM POLISHED FINISH.
DMSION IX - FINISHES
09250 GYPSUM DRYWALL AND METAL STUDS
1. INCLUDE NECESSARY MATERIALS, LABOR AND ACCESSORIES FOR THE INSTALLATION OF ALL PARTITIONS AS
SHOWN IN THE PLANS.
2. "WALL SURFACES" MEAN ALL VERTICAL SURFACES INCLUDING COLUMNS WHERE EXPOSED, CONVECTOR OR
RADIATOR ENCLOSURES, FASCIAS, RETURNS, PLYWOOD BACKBOARDS, ETC.
3. ALL PARTITION HEADS SHALL MATCH BUILDING STANDARD, UON.
4. WALLS SHOWN ALIGNED WITH BASE BUILDING STRUCTURE SHALL BE FLUSH AND SMOOTH WITH BASE
BUILDING STRUCTURE, UON.
5. SEISMIC BRACING: PROVIDE SEISMIC BRACING AS REQUIRED PER THE LATEST BUILDING CODES TO THE
PARTITION HEADS AND CEILING GRID.
6. FRAMING STUDS: GALVANIZED STEEL STUDS PER CONSTRUCTION PLANS. PROVIDE WITH SHEET METAL
BACKING WITHIN ALL WALLS RECEIVING CASEWORK (CABINETS, BOOKSHELVES, ETC.). VERIFY STUD SIZE
MATCHES DOOR FRAMES IN STOCK IF APPLICABLE.
7. CONTRACTOR SHALL PROVIDE AND LOCATE ACCESS PANELS AS REQUIRED AFTER INSTALLATION OF
MECHANICAL DUCTS, PLUMBING, AND ELECTRICAL WORK. FIRE RATE AS REQUIRED.
8. ALL DRYWALL TO BE 5/8" TYPE "X" UNLESS OTHERWISE NOTED. PROVIDE "M /R" TYPE DRYWALL WHERE
REQUIRED BY CODE AND AT ALL TOILET ROOMS, AND BEHIND CERAMIC TILES, UON.
9. INSTALL CORNER BEADS AT ALL EXTERNAL CORNERS. INSTALL METAL EDGE TRIM WHENEVER EDGE OF
GYPSUM BOARD WOULD OTHERWISE BE EXPOSED OR SEMI - EXPOSED.
10. PRIOR TO RECEIVING FINISH, ALL SURFACES SHALL BE PROPERLY PREPARED AS REQUIRED TO RECEIVE
FINAL FINISHING AS SPECIFIED.
11. EXTEND ALL SOFFIT FRAMING TO STRUCTURE ABOVE. PROVIDE STRUCTURAL DIAGONAL BRACING AS
NECESSARY.
12. PROVIDE FRAMING FOR SUSPENDED CEILING WITH SEISMIC BRACING IN ACCORDANCE WITH REQUIREMENTS
OF APPLICABLE CODES AND AS SHOWN ON DRAWINGS.
13. USE ACOUSTICAL SEALANT AROUND ALL PIPES, DUCTS, CONDUIT, OUTLETS, SWITCHES, ETC. ON BOTH
SIDES OF CROSSING /PENETRATING WALLS WITH ACOUSTICAL INSULATION. PENETRATIONS OF FIRE -RATED
WALLS SHALL BE PROTECTED BY APPLICABLE FIRE -RATED ASSEMBLIES AND MATERIALS.
14. FIRE AND SMOKE SEPARATION ASSEMBLIES SHALL BE MARKED AS REQUIRED IN IBC SECTION 703.6.
09500 - CEILING SUSPENSION SYSTEMS.
1. PROVIDE NEW CEILING TILE, CEILING GRID AND ALL ACCESSORIES AS REQUIRED TO INSTALL SUSPENDED
ACOUSTICAL CEILINGS AS INDICATED ON DRAWINGS.
2. PROVIDE SEISMIC BRACING AS REQUIRED BY CODE AT NEW CEILING WORK ONLY. VERIFY WITH BUILDING
MANAGEMENT IF EXISTING CONDITIONS ARE SEISMICALLY BRACED OR PROVIDE PER CODE.
3. COORDINATE WORK WITH OTHER TRADES HAVING WORK IN THE CEILING AND THE TELEPHONE AND DATA
CABLE COMPANIES WHEREVER THEIR RESPECTIVE WORK IS CONTIGUOUS.
4. PROVIDE CUTOUTS AND OTHER SPECIAL PROVISIONS IN ACOUSTICAL WORK AS REQUIRED FOR LIGHTING
FIXTURES, REGISTERS, DIFFUSERS, SPRINKLERS, AND OTHER INSERTED ITEMS.
5. ALL CUTOUTS SHALL BE CENTERED WITHIN ACOUSTIC CEILING TILE, UON.
6. ALL MATERIALS SHALL HAVE CLASS 1 FLAME SPREAD RATING AND BE INSTALLED IN ACCORDANCE WITH
MANUFACTURER'S SPECIFICATION AND CODES.
7. ALL JOINTS IN THE TILE FIELD SHALL BE SQUARE, LEVEL AND PERFECTLY ALIGNED WITH EACH OTHER.
8. INSTALLED SUSPENDED CEILINGS TO BE LEVEL WITHIN A TOLERANCE OF 1/8" IN 12' -0 ". ANCHOR AS
REQUIRED.
9. IN AREAS OF ALTERATIONS CONTRACTOR SHALL MATCH CONDITIONS AND MAKE EVERY EFFORT TO ALIGN,
LEVEL AND MATCH NEW CEILING TO OLD. CONTRACTOR SHALL REVIEW ALL CEILINGS UPON COMMENCEMENT
OF THE PROJECT AND INFORM THE BUILDING MANAGEMENT OF ANY DISCONTINUITIES IN THE CEILING WITHIN
10 DAYS.
10. ADJUST PARTITION HEAD DETAIL TO MATCH EXISTING CEILING CONDITIONS IF NECESSARY.
09530 - ACOUSTICAL TREATMENT
1. PROVIDE ACOUSTICAL INSULATION BETWEEN FRAMING STUDS AND EXTENDING TWO FEET ON EACH SIDE OF
PARTITION HEAD ABOVE CEILINGS FOR ALL WALLS NOTED PER PLANS.
2. NEW DEMISING WALL CONSTRUCTION TO HAVE SOUND BATT INSULATION BETWEEN FRAMING STUDS AND
TWO FEET OF INSULATION ON EITHER SIDE OF THE PARTITION HEAD ABOVE CEIUNG GRID, UON.
09650 - RESILIENT FLOORING
1. PROVIDE VCT, SHEET LINOLEUM, SHEET VINYL AND RUBBER BASE AS INDICATED IN DRAWINGS. COLOR AND
MANUFACTURER PER FINISH SCHEDULE.
2. PROVIDE RUBBER - REDUCING STRIPS IN COLOR TO MATCH SPECIFIED BASE. REDUCING STRIPS TO OCCUR
AT ALL AREAS OF FLOOR MATERIAL TRANSITION.
3. BASE TO BE INSTALLED IN LONGEST AVAILABLE LENGTH WITH NO PIECE LESS THAN 12 ". NO JOINTS AT
OUTSIDE CORNERS OR WITHIN 6" OF CORNERS.
4. PATCH, LEVEL AND PREPARE SUB FLOORING WITH CEMENTITIOUS UNDERLAY PER MANUFACTURER'S
WRITTEN INSTRUCTIONS IN AREAS TO RECEIVE NEW FLOORING. MAX. ALLOWABLE TOLERANCE = 1/4" OVER
10'
5. GENERAL CONTRACTOR SHALL APPLY FLOOR WAX TO NEW FLOORING AREAS PER MANUFACTURERS
SPECIFICATION, UON.
6. UNLESS SPECIFIED ALL RUBBER BASE SHALL BE COVED BASE.
09680 - CARPET
1. PROVIDE COMMERCIAL GRADE CARPET AS INDICATED IN DRAWINGS.
2. CARPET TO BE INSTALLED AS INDICATED IN DRAWINGS.
3. PREPARE SUB FLOOR WITH LIGHT WEIGHT CONCRETE UNDERLAY WHERE REQUIRED TO PROVIDE APPROVED
SUBSTRATE. MAX. ALLOWABLE TOLERANCE = 1 /4" OVER 10'.
4. PROVIDE SEAMING DIAGRAMS FOR ARCHITECT'S REVIEW.
09900 - PAINTING AND STAIN
1. UNLESS OTHERWISE NOTED, PRIME ALL GWB WALL SURFACES AND PAINT WITH MINIMUM OF TWO (2)
FINISH COATS OF BENJAMIN MOORE EGGSHELL FINISH LATEX PAINT OR APPROVED EQUAL, UON. PROVIDE
FOR NUMBER OF PAINT COLORS AS INDICATED IN DRAWINGS.
2. FINISH DOORS, DOOR FRAMES, AND SIDELIGHT FRAMES AS INDICATED IN DRAWINGS.
A) PAINTED WOODWORK TO BE FINISHED WITH ONE (1) COAT PRIMER AND TWO
(2) FINISH COATS.
B) SEALED WOODWORK TO BE STAINED PER FINISH SCHEDULE AND SEALED WITH
A COMMERCIAL GRADE CLEAR SATIN VARNISH.
3. PAINT FOR THE LIGHT SURFACES TO CONFORM TO THE REQUIREMENTS OF THE "ARCHITECTURAL
SPECIFICATIONS MANUAL" (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3 -B "CUSTOM" (1) COAT
PRIMER AND TWO (2) FINISH COATS. GRADE LIGHT COLOR PAINT FINISH ON GYPSUM BOARD SURFACES.
4. PAINT FOR THE DARK SURFACES TO CONFORM TO THE REQUIREMENTS FOR THE "ARCHITECTURAL
SPECIFICATIONS MANUAL" (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3 -B "CUSTOM" (1) COAT
PRIMER AND TWO (2) FINISH COATS. GRADE DEEP TONE PAINT FINISH ON GYPSUM BOARD SURFACES.
5. UPON COMPLETION OF WORK, REMOVE EXCESS PAINT, STAIN, VARNISH, ADHESIVE, CAULK, ETC. FROM ALL
OTHER SURFACES THAT WERE NOT SPECIFIED TO RECEIVE SAME.
6. TOUCH -UP AND PATCH SURFACES AS REQUIRED AFTER THE COMPLETION OF WORK BY OTHER TRADES.
7. WHERE COLUMNS OCCUR IN AREAS SCHEDULED TO BE FINISHED, THEY SHALL RECEIVE THE SAME FINISH
AS THE ROOM, UON.
8. ALL PAINTED SURFACES SHALL BE PREPARED IN STRICT ACCORDANCE WITH MANUFACTURER'S
SPECIFICATIONS (ESPECIALLY IN REGARD TO THE PRIMING OF EXISTING SURFACES).
9. PUTTY ALL NAIL HOLES, COUNTERSUNK SCREWS, BOLTS, CRACKS, ETC. BEFORE APPLYING FINISH.
10. SAND ALL WOOD SURFACES SMOOTH AND EVEN BEFORE APPLYING FINISH.
11. SAND ENAMELED FINISHES APPLIED TO WOODS OR METAL BETWEEN COATS WITH FINE SANDPAPER TO
PRODUCE SMOOTH FINISH.
12. MAKE FINISH WORK UNIFORM AND SMOOTH, FREE OF RUNS, SAGS, DEFECTIVE BRUSHING AND CLOGGING.
MAKE EDGES OF PAINT ADJOINING OTHER MATERIALS OR COLORS SHARP AND CLEAN WITHOUT OVERLAPPING.
DIMSION XII - FURNISHINGS
12500 - WINDOW TREATMENT
1. ALL EXISTING INTERIOR AND PERIMETER MINI BLINDS TO BE BAGGED AND CLEANED TO LIKE -NEW
CONDITION.
2. ALL PERIMETER GLAZING TO RECEIVE BONDS AS INDICATED IN DRAWINGS. COORDINATE WITH BUILDING
MANAGEMENT. MATCH EXISTING CONDITIONS UON.
3. ALL INTERIOR SIDELIGHTS TO RECEIVE 1" MINI - BLINDS WHERE INDICATED IN DRAWINGS.
4. PROVIDE SAMPLE AND CUT SHEET TO ARCHITECT FOR REVIEW.
IXIASION XV - MECHANICAL
15400 - PLUMBING
1. PROVIDE SUPPLY, WASTE AND VENT LINES, VALVES, FITTINGS, ETC. REQUIRED FOR KITCHEN SINKS,
DISHWASHER, REFRIGERATOR, AIR CONDITIONING UNIT(S), VENDING MACHINES, COFFEE MAKER, WATER
HEATERS, ETC.
2. ALL FIXTURE INSTALLATIONS SHALL CONFORM TO THE AMERICANS WITH DISABILITIES ACT.
3. PROVIDE NEW PLUMBING FIXTURES AS SPECIFIED PER DRAWINGS, OR PER BUILDING STANDARD, UON.
4. PROVIDE HOT AND COLD WATER TO SINKS /DISHWASHERS IF APPLICABLE.
5. ALL NEW WATER HEATERS ARE TO BE INSTALLED WITH DRIP PAN CONNECTED TO WASTE LINE. VERIFY
LOCATIONS WITH BUILDING MANAGEMENT AND INSPECTORS.
6. ALL PLUMBING FIXTURES ARE TO BE INSTALLED TO MEET CURRENT GOVERNING LOCAL AND FEDERAL
CODES.
7. CONTRACTOR SHALL PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR
REVIEW AND APPROVAL PRIOR TO INSTALLATION.
8. VERIFY WATER SUPPLY & SEWER DRAIN CAPACITY FOR ENTIRE BUILDING WILL MEET NEW CAPACITY WHEN
NEW RESTROOMS ARE ADDED TO BUILDING.
15500 - FIRE PROTECTION
1. ALTER OR INSTALL FIRE PROTECTION SYSTEM PER BUILDING STANDARD, LOCAL REGULATIONS AND
ORDINANCES.
2. PROVIDE ALL EMERGENCY LIGHTING, EXIT SIGNS, FIRE ALARM SPEAKERS, STROBES AND BELLS AS
REQUIRED BY CODE. DESIGN AND INSTALL THE SAME IN COMPLIANCE WITH THE AMERICANS WITH
DISABILITIES ACT.
3. PROVIDE SPRINKLERS, FIRE RATED DOORS AND FRAMES, FIRE EXTINGUISHERS, ETC. AS REQUIRED BY
APPLICABLE LOCAL CODES AND LAWS.
4. FIRE EXTINGUISHERS SHALL BE BY UNDERWRITER'S LABORATORY 2A -10BC 5 -LB, MULTIPURPOSE
EXTINGUISHER WITH SQUEEZE -TYPE HANDLE AND FLEXIBLE DISCHARGE HOSE WITH VISIBLE PRESSURE GAUGE,
UON.
5. FIRE EXTINGUISHERS SHALL BE INSTALLED PER BUILDING STANDARD REQUIREMENTS, UON. VERIFY
LOCATION WITH FIRE MARSHALL. WHEN REQUIRED BY CODE, PROVIDE 1 WALL MOUNT TYPE IN EACH SERVER
ROOM OR LABORATORY.
6. DESIGN BUILD FIRE PROTECTION DRAWINGS INDICATE:
A. LAYOUT, LOCATION, AND SIZE OF SPRINKLER LINES AND HEADS.
B. PRESSURE REQUIREMENTS.
C. SPRINKLER HEAD SPECIFICATIONS.
D. LOCATION OF FIRE PROTECTION RISERS AND WALL HYDRANTS
7. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR
REVIEW AND APPROVAL PRIOR TO INSTALLATION. INCLUDE HORNS AND STROBES.
8. ALL SPRINKLER HEADS SHALL BE CENTERED IN ACOUSTICAL CEILING TILE, UON.
9. USE OF NFPA 13 QUICK RESPONSE HEADS MAY BE REQUIRED. CONTRACTOR SHALL VERIFY EXTENT OF
QUICK RESPONSE HEADS BY CITY FOR THIS PROJECT.
15800 - HEATING VENTILATING AND AIR CONDITIONING
1. PROVIDE BUILDING STANDARD HVAC SYSTEM WITH ALL MATERIALS, LABOR AND ACCESSORIES FOR
COMPLETE OPERATION OF SYSTEM. CONTRACTOR TO BALANCE HVAC SYSTEM AS REQUIRED.
2. DESIGN BUILD MECHANICAL ENGINEERING DRAWINGS INDICATE:
A. DUCTS, AIR MOVEMENT REQUIREMENTS, & SIZES OF GRILLES & REGISTERS.
3. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND
BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION.
4. HVAC CONTRACTOR TO CLEAN, REPAIR OR REPLACE SOILED OR DAMAGED HVAC GRILLS, FILTERS AND
THERMOSTATS.
5. RE -ZONE, ALTER OR SEPARATE HVAC AS NECESSARY AS DIRECTED BY BUILDING MANAGEMENT FOR
ALTERED SUITES.
16000 - ELECTRICAL AND TELECOMMUNICATIONS,
1. REUSE EXISTING ELECTRICAL AND DATA AS APPROPRIATE TO MEET THE TENANT'S REQUIREMENTS. REPLACE
OUTLET COVER PLATES TO MATCH NEW FINISH IF APPLICABLE.
2. PROVIDE ALL WORK, EQUIPMENT AND LABOR FOR A COMPLETE AND OPERABLE ELECTRICAL SYSTEM.
PROVIDE ELECTRICAL OUTLETS PER POWER AND DATA PLAN.
3. PROVIDE MUD RING FOR DATA AND COMMUNICATION AS SHOWN ON THE POWER AND DATA PLAN. EACH
MUD RING TO HAVE A MINIMUM NUMBER OF WIRE PULLS AS INDICATED ON DRAWINGS. COORDINATE DATA
CABLE CONFIGURATION WITH THE TENANT.
4. ALL OUTLETS AND MUD RINGS TO BE LOCATED AT 18" AFF TO THE CENTER LINE, UON.
5. WHERE MULTIPLE DEVISES OCCUR IN A SINGLE LOCATION, ALL DEVICES SHALL BE GANGED UON.
6. ALL ELECTRICAL OUTLETS WITHIN THE CODE REQUIRED DISTANCE FROM A SINK SHALL BE ON A GROUND
FAULT INTERRUPTED CIRCUIT.
7. ALL WIRING DEVICES: SHALL BE BUILDING STANDARD EXCEPT: "ISOLATED GROUND" OUTLETS SHALL BE
ORANGE, "HOSPITAL GRADE ISOLATED GROUND" OUTLETS SHALL BE ORANGE WITH A GREEN DOT,
"EMERGENCY" OUTLETS SHALL BE RED, AND "DEDICATED" OUTLETS FOR "CLEAN CIRCUIT" FIXTURES SHALL BE
GRAY (UNLESS BUILDING STANDARD DICTATES OTHERWISE). ALL COVER PLATES SHALL BE BUILDING
STANDARD FINISH, UON. VERIFY WITH BUILDING MANAGEMENT.
8. PROVIDE SEPARATE CIRCUITS FOR TENANT'S EQUIPMENT (INCLUDING THE TELEPHONE SWITCH, COPIERS,
COMPUTERS, ETC.) WHEN NOTED ON THE CONSTRUCTION DOCUMENTS.
9. COORDINATE SCHEDULE WITH FURNITURE VENDOR FOR THE USE OF ELECTRICIANS DURING THE
INSTALLATION OF TENANT'S NEW FURNITURE.
10. ALL ELECTRICAL WIRING, TELEPHONE AND COMPUTER CABLING, AND CONDUIT SHALL BE CONCEALED IN
FLOORS, WALLS, OR CEILINGS. CABLING FOR VOICE AND DATA TO BE PROVIDED BY TENANT'S VENDORS AND
SHALL BE COORDINATED BY THE BUILDING MANAGER.
11. THE CONTRACTOR IS TO COORDINATE WITH THE TENANTS SUPPLIED FURNITURE SYSTEMS TO INCLUDE
BUT NOT LIMITED TO: ELECTRICAL AND DATA WIRING LOCATIONS, J- BOX LOCATIONS, CONNECTIONS AND WALL
MOUNTED REQUIREMENTS.
12. THE CONTRACTOR IS TO VERIFY EXISTING ABANDONED CORE DRILL LOCATIONS AND FILL AS REQUIRED
WITH MATERIAL TO MEET CURRENT FLAME SPREAD REGULATIONS. LOCATIONS TO BE PREPARED TO RECEIVE
NEW FLOOR FINISH AS REQUIRED. FLOOR SHALL BE LEFT FLUSH.
13. ARCHITECTURAL DRAWINGS INDICATE LOCATION ONLY OF DEVICES SHOWN. SWITCHING AND CIRCUITING
SHALL BE INDICATED ON SEPARATE ELECTRICAL ENGINEERING AS -BUILT DRAWINGS AND SHALL MEET OWNER'S
GUIDEUNES.
14. ALL TELEPHONE, ELECTRICAL, COMMUNICATION AND SECURITY WORK SHALL BE COMPLETED IN
ACCORDANCE WITH ALL APPLICABLE CODES.
15. DRAWINGS INDICATE ALL DIMENSIONS TO CENTERLINE OF TELEPHONE, ELECTRICAL, AND COMMUNICATION
COVER PLATE. OUTLETS SHOWN GROUPED TOGETHER ON PLAN SHALL BE SET TO A MINIMUM DIMENSION
BETWEEN EACH DEVICE.
16. BACK -TO -BACK OUTLETS ARE NOT PERMITTED. OFFSET OUTLETS THE MINIMUM DIMENSION REQUIRED
FOR ACOUSTICAL CONTROL.
17. LOCATION OF ALL WALL MOUNTED POWER AND DATA DEVICES SHALL BE FIELD REVIEWED BY THE TENANT
BEFORE INSTALLATION.
18. ELECTRICAL ENGINEER TO PROVIDE DESIGN /BUILD PACKAGE TO ARCHITECT FOR REVIEW PRIOR TO
INSTALLATION.
19. THE LAYOUT DIAGRAMS COORDINATE LOCATION OF POWER & DATA DEVICES. REFER TO DESIGN /BUILD
DOCUMENTS FOR SCOPE, TECHNICAL LAYOUT AND SPECIFICATIONS FOR EACH DISCIPLINE.
20. ARCHITECTS DOCUMENTS INDICATE LOCATION AND RELATIONSHIP OF DEVICES. COORDINATE EXACT
LOCATION WITH FURNITURE VENDOR.
21. COORDINATE POWER /DATA, FIRE SAFETY DEVICES & LIGHT FIXTURE MOUNTING LOCATIONS WITH INTERIOR
ELEVATIONS, SYSTEM FURNITURE, FINISHES & CASEWORK.
22. PROVIDE EXTENSION RINGS AND MOUNTING ACCESSORIES WHERE REQUIRED FOR POWER /DATA DEVICES
AND LIGHT FIXTURES. COORDINATE WITH INTERIOR FINISHES AND CASEWORK.
23. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR
REVIEW AND APPROVAL PRIOR TO INSTALLATION. INCLUDE GRILLS AND THERMOSTATS.
24. RECIRCUIT, ALTER OR SEPARATE ELECTRICAL AND VOICE SYSTEM AS NECESSARY AND AS DIRECTED BY
BUILDING MANAGEMENT FOR ALTERED SUITES.
16500 - LIGHTING
1. LOCATION OF SWITCHES SHALL BE SHOWN ON THE REFLECTED CEILING PLAN. ALL SWITCHES SHALL BE
MOUNTED AT A MAXIMUM HEIGHT OF 48" A.F.F. TO MEET THE LATEST ACCESSIBILITY CODES AND
REGULATIONS.
2. WHERE MULTIPLE SWITCHES OCCUR IN A SINGLE LOCATION, ALL SWITCHES SHALL BE GANGED UON.
3. WHEN WORKING IN PUBLIC CORRIDOR VERIFY SWITCHING REQUIREMENTS WITH BUILDING MANAGEMENT.
4. VERIFY WITH BUILDING MANAGEMENT SEPARATION OF SUITE SWITCHING WHEN DEMISING CONFIGURATIONS
CHANGE.
5. DOWN LIGHTS SHOWN IN THE CENTER OF CEILING TILE WITHOUT DIMENSIONS ARE TO BE LOCATED IN
THE CENTER OF CEILING TILE OR CENTER OF 2X2 PORTION OF 2X4 SECOND LOOK TEGULAR TILE. UON.
6. REUSE ALL EXISTING BUILDING STANDARD FLUORESCENT FIXTURES AS NEEDED PER DESIGN LAYOUT AND
TO MEET LOCAL ENERGY CODE COMPLIANCE. VERIFY OR PROVIDE NEW LAMPS AND REPLACE FAULTY
BALLASTS.
7. PERMIT DRAWINGS TO BE REVIEWED AND APPROVED IN WRITING BY LANDLORD PRIOR TO COMMENCEMENT
OF WORK.
8. ALL OFFICE AREAS LESS THAN 300 SQ. FT. ENCLOSED BY WALLS OR CEILING - HEIGHT PARTITIONS, AND
ALL MEETING AND CONFERENCE ROOMS, SHALL BE EQUIPPED WITH OCCUPANCY SENSORS, PER CODE.
9. DESIGN BUILD ELECTRICAL ENGINEERING DRAWINGS INDICATE:
A. CIRCUITING AND WIRING OF LIGHT FIXTURES, AND SWITCHES.
B. LIFE SAFETY EQUIPMENT.
C. LOCATION OF REQUIRED EMERGENCY LIGHT FIXTURES.
D. LIGHT FIXTURE SPECIFICATIONS
10. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR
REVIEW AND APPROVAL PRIOR TO INSTALLATION.
11. CONTRACTOR SHALL RE- CIRCUIT AND RE -SWITCH ALL ASPECTS OF TENANT SUITE AND ADJOINING SUITES
AS NECESSARY TO FULLY SEPARATE TENANT SUITE FROM OTHERS, AND PROVIDE NEW CORRIDOR, HALLWAY
AND OPEN OFFICE SWITCHES AS NEEDED.
12. VERIFY SWITCHING WITH TENANT AND BUILDING MANAGEMENT. VERIFY APPROVED ENERGY CODE
REQUIREMENTS OR ENERGY MANAGEMENT SYSTEM AS PART OF THE DESIGN BUILD CONTRACT.
13. PROVIDE, ALTER OR VERIFY ALL EMERGENCY EXIT LIGHTING AND ACCESS PATHWAY LIGHTING AS DIRECTED
BY EXISTING CONDITIONS AND CODE REQUIREMENTS.
14. EXIT SIGNS SHALL HAVE UL #924.
b1.1-0117
Tenant:
KEYENCE
RIVERVIEW PLAZA - BUILDING 2
16000 CHRISTENSEN ROAD, SUITE 308
TUKWILA, WA
A Tenant Improvement for:
UNICO PROPERTIES
RIVERVIEW PLAZA - BUILDING 1
16040 CHRISTENSEN ROAD, SUITE 100
TUKWILA, WA
burgess design I interiors 0 architecture
1376 Fifth avenue Suite 500. Se tile . WA 98101 TEL 706.687.7170 FAX:206. 587 .7122
All reproduction & intellectual property rights reserved c 2011
REVIEWED FOR
CODE COMPLIANCE
APPROVED
FEB 2 8 2012
City of Tukwila
BUILDING DIVISION
Professional seal
8021
ARCH
RANDALL ALAN MORGAN
STATE OF WASHINGTON
No. Issue Description
REVIEW SET
REVIEW SET
PERMIT SET
Date
1/30/12
2/6/12
2/14/12
crrirWrAtoLA
PERMIT CENTER
Drawn by: TS
Reviewed by: RM
Project No: 11- 8210 -00
PROJECT NOTES
Original drawing is 24" x 36 ". Scale entities accordingly if reduced
G.0.1
DEMOLITION PLAN
0
8'
16'
24'
1/8" = 1'- 0"
' IT CLOSET
303
VCT-1 304
CONSTRUCTION / FINISH PLAN 8
0
8'
16'
24'
1/8" = 1'- 0"
many
N1101/ MIME
1! NM
DEM
NMI ¥ * 1
R VIII•• ! � ell
min Ise. 1
PP-Pin lam pm
o'',L' ■i �1
mrm ■ =MN
��`_�' ■I
REFLECTED CEILING PLAN
0
8'
16'
24'
1/8" = 1'- 0"
POWER AND DATA PLAN
0
8'
16'
24'
1 =
SYMBOL LEGEND
FINISH SPECIFICATIONS
CEILING LEGEND
LIGHTING
WALL MOUNTED DEVICES
_ _ =1 EXISTING CONSTRUCTION TO BE REMOVED
EXISTING CONSTRUCTION TO REMAIN
NEW INTERIOR PARTITION CONSTRUCTION, PER DETAIL K /A.9.1.
FULL HEIGHT SIDELITE
PARTIAL HEIGHT SIDELITE
i FRAMELESS SIDELITE
NEW CASEWORK / MILLWORK
UNE OF UPPER CABINETS
F.E.
0 RELOCATED FIRE EXTINGUISHER
PROVIDE INSULATION WHERE NOTED.
SYMBOL
MANUFACTURER
DESCRIPTION
SYMBOL
DESCRIPTION /SPEC
SYMBOL
DESCRIPTION
BASE
B-1
JOHNSONITE
4 "h COVED RUBBER BASE.
COLOR: 47 BROWN
EXISTING 2' X 4' FLUORESCENT
FIXTURE TO REMAIN.
EXISTING 2' X 4' FLUORESCENT
FIXTURE TO BE REMOVED.
0 N
N = NEW
0
NEW B/S RECESSED CAN LIGHT.
EXISTING EXIT SIGN. COORDINATE
WITH CODE OFFICIAL.
EXISTING TO REMAIN
DUPLEX OUTLET (f DENOTES MOUNTING HT IN INCHES)
B -2
JOHNSONITE
4"h COVED RUBBER BASE.
COLOR: 20 CHARCOAL
N/R
N = NEW
NEW OR RELOCATED 2' X 4'
FLUORESCENT FIXTURE.
N
N = NEW
NEW B/S EMERGENCY FIXTURE
PER IBC 1006.
QUADRAPLEX OUTLET
CARPET
CPT -1
SHAW
FIELD CARPET: SPACE 50911
COLOR: 11760 ATMOSFERA
INSTALLED: DIRECT GLUE
CEILING LEGEND
CONTROLS
DEDICATED DUPLEX OUTLET
SYMBOL
DESCRIPTION
DEDICATED QUADRAPLEX OUTLET
GENERAL DEMOLITION NOTES
VINYL COMPOSITION TILE
ttr
NEW SWITCH LOCATION.
VOICE & DATA COMBIPATION OUTLET
1. REFER TO CONSTRUCTION PLAN AND CEILING PLAN FOR EXTENT OF DEMOLITIO
2. SAVE AND STORE ALL UGHT FIXTURES, EXIT SIGNS, DOORS & HARDWARE FOR
3. SAVE ALL EXISTING PLUMBING FIXTURES FOR RE -USE, UON.
4. REMOVE ALL TELEPHONE, ELECTRICAL, AND DATA OUTLETS, FIXTURES, PANELS,
PARTITIONS. REMOVE ALL CORRESPONDING CABLES, CONDUIT, WIRING, ETC. ALL
SOURCE, LION.
5. REMOVE ALL FLOOR AND WALL FINISHES EXCEPT FOR EXISTING ROOMS NOTED
INDICATED IN THE KEY NOTES.
N.
RE -USE, UON.
ETC FROM ALL DEMOUSHED
THE WAY BACK TO THE ORIGINATING
AS NOT IN CONTRACT OR OTHERWISE
ARMSTRONG
VCT -2
ARMSTRONG
12" X 12" STANDARD EXCELON 1/4 TURNED.
COLOR: PEWTER 51908
TRANSITION STRIP: MATCH BASE
12" X 12' STANDARD EXCELON 1/4 TURNED.
COLOR: SANDRIFT WHITE 51858
TRANSTION STRIP: MATCH BASE
GENERAL RCP SHEET NOTES
BLANK COVER PLATE
PAINT
P.-1
ICI
GWB EGGSHELL FINISH
COLOR: WINTER BIRD 30YY 78/018, fA1828
PLASTIC LAMINATE
GENERAL CONSTRUCTION NOTES
PL -1
WILSONART
1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS.
2. GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDMONS PRIOR TO COMMENCEMENT OF WORK.
3. ALL INTERIOR PARTITION, PENETRATIONS, AND OTHER OPENINGS IN THE BUILDING SHELL SHALL BE SEALED,
GASKETED, OR WEATHER STRIPPED AS REQUIRED TO MEET PARTITION RATINGS.
4. WHERE PARTITION LAYOUT INTERSECTS EXISTING SHELL/CORE GYPSUM BOARD, REMOVE EXISTING CORNER BEADS
AND OTHER ACCESSORIES, ALIGN FACE OF PARTIONS, TAPE & SAND SMOOTH FOR NEW FINISH.
5. PROVIDE PARTITION ANCHOR BRACKETS FOR ALL CASEWORK, FIXTURES, EQUIPMENT, & DEVICES MOUNTED ON OR
ATTACHED TO PARTITIONS.
6. PARTITIONS ARE TO BE BUILDING STANDARD FLOOR TO CEILING PARTITIONS, LION. SEE TYPICAL WALL DETAIL
SHEET FOR MORE INFORMATION.
7. DOORS AND CASED OPENINGS WITHOUT DIMENSIONS OR DETAILS ARE TO BE LOCATED 4" FROM ADJACENT WALL
OR MATCH EXISTING SUITE STANDARD.
8. VERIFY OR PROVIDE B/S EXTERIOR WINDOW BLINDS TO BE IN UKE NEW CONDITION.
PL -2
WILSONART
PLASTIC LAMINATE HORIZONTAL SURFACES /BACKSPLASH.
LAMINATE COLOR: WHITE TEA 4908 -60
INTERIOR MELAMINE COLOR: WHITE
PLASTIC LAMINATE VERTICAL SURFACES
LAMINATE COLOR: EMPIRE MAHOGANY 7122K -07
INTERIOR MELAMINE COLOR: WHITE
GENERAL FINISH NOTES
KEYED SHEET NOTES
DEMO DOOR, FRAME, AND HARDWARE - TO BE STORED OR RELOCATED AND REINSTALLED WHERE APPLICABLE.
VERIFY WITH BUILDING MANAGEMENT.
REMOVE PORTION OF EXISTING PARTITION. REFER TO CONSTRUCTION PLAN.
PROVIDE ACOUSTICAL BATT INSULATION IN WALL CAVITY AND ABOVE CEIUNG AT ALL PARTITIONS OF THIS ROOM.
SERVER ROOM: COORDINATE POWER, COMMUNICATION, AND BTU OUTPUT WITH TENANT. PROVIDE 4'X8'
PLYWOOD BOARD ON WALL FOR SURFACE MOUNTED EQUIPMENT. PROVIDE FLOOR CORE NEEDED TO RUN
DATA CABUNG TO FLOOR CORES IN CONFERENCE ROOM AND CONDUIT STUB TO CEILING.
SERVER ROOM HAS UPS SYSTEM LESS THAN MINIMUM REQUIREMENTS FOR ADDED PROTECTIONS AS REQUIRED
BY IFC TABLE 608.1
EXISTING DATA /ELECTRICAL BOX TO BE PATCHED AND PAINTED.
PROVIDE B/S EGG CRATE TILE IN SERVER CLOSET.
1. PROVIDE B -1 THROUGHOUT, UON.
2. PROVIDE P -1 THROUGHOUT, UON.
3. PROVIDE CPT -1 THROUGHOUT, UON.
4, REFER TO ELEVATIONS AND DETAIL SHEETS.
5. CENTER TRANSITION BETWEEN MATERIALS UNDER DOOR PER DETAILS.
6. EXISTING CEILING GRID TO BE PAINTED WHITE TO MATCH EXISTING COLOR.
1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS.
2. ARCHITECTURAL REFLECTED CEILING PLANS INDICATE TYPE AND LOCATION OF LIGHT FIXTURES REFER TO DESIGN BUILD
ELECTRICAL DRAWINGS AND DESIGN BUILD UFE SAFETY FOR COMPLETE REFLECTED CEILING PLAN DESIGN.
3. LIGHT SWITCHES ARE SHOWN FOR LOCATION AND DESIGN INTENT ONLY. REFER TO ELECTRICAL DESIGN BUILD FOR
SPECIFIC LOCATION AND SWITCHING DIAGRAMS.
4. UNLESS NOTED OTHERWISE, MULTIPLE SWITCHES IN A SINGLE LOCATION SHALL BE GANGED IN A SINGLE BOX AND
COVERED WITH A SINGLE COVERPLATE.
5. CLEAN, REPAIR OR REPLACE AS REQUIRED ALL EXISTING SUSPENDED CEILING GRID AND TILES EXISTING TO REMAIN.
6. HVAC CONTRACTOR TO CLEAN ALL EXISTING SUPPLY /RETURN GRILLS PRIOR TO COMPLETION OF PROJECT.
7. ELECTRICAL SUB - CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THE COUNTS OF EXISTING FIXTURES TO BE
RELOCATED.
8. ELECTRICAL SUB - CONTRACTOR IS RESPONSIBLE FOR PROVIDING CUT SHEETS TO DESIGNER FOR ALL FIXTURES
DESIGNATED AS NEW.
9. DRAWING SHOWS ONE METHOD OF PROVIDING EGRESS ILLUMINATION FOR IBC 1006. CONTRACTOR IS RESPONSIBLE
FOR DESIGN OF THIS SYSTEM UNDER THE DESIGN BUILD CONTRACT. VERIFY WITH BUILDING MANAGEMENT'S EXISTING
SYSTEM AND PROVIDE FULL COMPLIANCE TO NEW TENANT SPACE.
10. THE CONTRACTOR UNDER THE DESIGN BUILD CONTRACT SHALL PROVIDE A MINIMUM OF 1 FOOT- CANDLE PER SQUARE
FOOT, AS MEASURED FROM 18" FROM ABOVE THE FINISHED FLOOR, FOR EMERGENCY EGRESS LIGHTING CONTINUOUSLY
ALONG THE ENTIRE LENGTH OF THE PATH OF TRAVEL.
PROVIDE JUNCTION BOX IN WALL FOR TENANT SUPPUED FURNITURE WHIP. VERIFY BEST LOCATION.
VERIFY POWER /DATA REQUIREMENTS FOR EA. WORKSTATION WITH TENANT AND FURNITURE SUPPLIER.
CR
TENANT INSTALLED CARD READER, G.C. TO PROVIDE AND INSTALL ELECTRICAL HARDWARE.
FLOOR MOUNTED DEVICES
FLUSH FLOOR MOUNTED COMBINATION VOICE & DATA OUTLET AND DUPLEX OUTLET (PROVIDE 4 POWER
AND 4 DATA) - COORDINATE EXACT LOCATION WITH TENANTS FURNITURE VENDOR.
MISC. NOTATION
N
DENOTES A NEW DEVICE
GFI
DENOTES A GROUND FAULT INTERRUPT CIRCUIT
T
DENOTES TIMER
GENERAL ELECTRICAL NOTES
LIGHTING SUMMARY
2009 Washington State Nonresidential Energy Code Compliance Form
Lighting Summary LTG -SUM
2009
Project Info
Project Address: KEYENCE
Date 1/30/12
16000 CHRISTENSEN RD, SUITE 308
For Building
Deportment Use
TUKWILA, WA
Applicant Name: BURGESS DESIGN INC.
Applicant Address: 1326 FIFTH AVENUE, 000, SEATTLE, WA 98101
Applicant Phone: 206 587 7120
Project Description
❑ New Burling ❑ Addition ad Alteration
Compliance Option
❑ Preeoripwe ® Power Moreno ❑ Analysis
(See Quoification Checklist ( over). bdicote Prescriptive & LPA rapocee dearly on per)
❑ No Bargee are being mode to the ighting
I11 Lees than 80% of the fixtures are new and installed lighting wattoge is not being increased
1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS.
2. ELECTRICAL SUB - CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE WORKING CONDITION OF ALL EXISTING OUTLETS
NOTED TO REMAIN.
3. ALL OUTLETS SHOWN ARE APPROXIMATE. DUE TO HIDDEN CONDITIONS ADDMONAL P /P /D MAY EXIST BUT NOT BE
REFLECTED ON THE PLANS.
4. FURNITURE SHOWN FOR INTENT ONLY, FINAL LOCATION OF FURNITURE AND OUTLETS TO BE COORDINATED WITH
TENANTS FURNITURE VENDOR. VERIFY ELECTRICAL AND VOICE /DATA REQUIREMENTS WITH TENANT.
5. UNLESS DIRECTED OTHERWISE, ALL VOICE /DATA CABUNG AND EQUIPMENT ASSOCIATED WITH VOICE /DATA SERVICE
INCLUDING WORK FROM BUILDING /FLOOR D -MARK TO SERVER ROOM SHALL BE FURNISHED AND INSTALLED BY
TENANT.
6. PROVIDE WATER VENT, WASTE AND SUPPLY ONES. PROVIDE WATER SHUT CONNECTION UNDER THE SINK FOR
FILTRATION SYSTEM, COFFEE MAKER AND REFRIGERATOR.
EQUIPMENT LIST - VERIFY ALL REQUIREMENTS WITH TENANT
b1o47
0
ci
REFRIGERATOR (BY TENANT, G.C. TO PROVIDE COPPER WATER UNE AND HOOK UP ICE MAKER)
COFFEE MAKER (BY TENANT, G.C. TO PROVIDE COPPER WATER UNE)
MICROWAVE (BY TENANT) SHELF SPACE IS 24"X15" WITH AN 18" DEEP SHELF
HOT WATER HEATER - 6 GALLON (BY G.C. - COORDINATE LOCATION WITH BUILDING MANAGEMENT AND CODE
COMPLIANCE)
WATER FILTRATION UNIT (BY TENANT, VENDER TO PROVIDE RUBBER WATER LINE) VERIFY EXACT LOCATION WITH TENANT.
Tenant:
KEYENCE
RIVERVIEW PLAZA - BUILDING 2
16000 CHRISTENSEN ROAD, SUITE 308
TUKWILA, WA
A Tenant Improvement for:
UNICO PROPERTIES
RIVERVIEW PLAZA - BUILDING 1
16040 CHRISTENSEN ROAD, SUITE 100
TUKWILA, WA
burgess design
interiors architecture
1376 Fifth Aren,e Suite S00. Seattlt . WA 98101 TEL 204587.7170 FAX.206. 587 -7122
All reproduction & intellectual property rights reserved c 2011
REVIEWED FOR
CODE COMPLIANCE
APPROVED
FEB 2 8 2012
City ClTukwita
BUILDING DIVISION
Professionol seal
8021.
REGISTERED
ARCHITECT
■
RANDALL ALAN MORGAN
STATE OF WASHINGTON
No. Issue Description
Date
REVIEW SET
1/30/12
REVIEW SET 2/6/12
PERMIT SET 2/14/12
CITY OF TTU $MLA
FEB 17 2012
Drawn by: TS Reviewed by: RM
Project No: 11-8210-00
DEMOLITION PLAN
CONSTRUCTION PLAN
REFLECTED CEILING PLAN
POWER AND DATA PLAN
Original drawing is 24" x 36 ". Scale entities accordingly if reduced
A.2A.1
s
1
6"
0
CO
M
6"
DEVICES SHOWN STACKED IN
PLAN ARE TO ALIGN VERT.
AS SHOWN BELOW
AT LOCATION AS DIMENSIONED ON
PLAN; OR NEXT TO DOOR /
OPENING AS DIMENSIONED BELOW
FIRE ALARM STROBE
FRAME WHERE OCCURS
ROOM SIGNAGE, ETC.
THERMOSTAT
LIGHT & PROJECTION SCREEN
SWITCHES, WALL MOUNTED
OCCUPANCY SENSOR
CARD READER WHERE
OCCURS
HARDWARE LATCH
TELEPHONE OUTLET
FINISHED FLOOR
ELECTRICAL OUTLET
1. LOCATED SWITCHPLATES, ELECTRICAL AND TELEPHONE WALL OUTLETS AT NEAREST STUD FROM
SCALED LOCATION ON PLAN, UNLESS SPECIFICALLY
2. DIMENSIONED ON PLAN, ELEVATION, OR LOCATION AS PER DIAGRAM ABOVE.
CENTER FIRE ALARM STROBES DIRECTLY ABOVE FIRE EXTINGUISHER CABINETS WHERE BOTH OCCUR.
3. DETAIL IS SCHEMATIC IN NATURE AND ADA COMPLIANCE MAY BE ACHIEVED WITHIN A RANGE.
VERIFY WITH ARCHITECT IF QUESTIONS.
GENERAL DEVICE ALIGNMENT
NTS
NOTE:
COORDINATE ANCHOR BRACKET
LOCATIONS W/ CASEWORK &
EQUIPMENT WHERE SCHEDULED,
AND MANUF. MOUNTING
INSTRUCTIONS
(E)
3 STUDS
MIN.
BOTTOM OF FINISHED
CEILING
ANCHOR BRACKET:
6"X1 6ga UNPUNCHED
STUD TRACK, ATTACH
TO 3 STUDS MIN
FINISHED FLOOR
TYPICAL ANCHOR BRACKET FRAMING
PROVIDE MIN 25 GA
STUDS & ANCHOR
BRACKET ANCHORAGES.
DOUBLE STUDS 0 END
OF PARTITONS.
3 -#8 PAN HEAD SHT.
MTL. SCREWS
6 "x16 GA UNPUNCHED
STUD TRACK WITH
FLANGES COPED AT
VERTICAL STUDS.
ATTACH TO TWO STUDS
MIN. & EXTEND 6 "MIN
BEYOND MOUNTING
POINT EACH DIRECTION.
NOTES;
1. TYPICAL ANCHOR BRACKET ASSEMBLY FOR
HANDRAILS, GRAB BARS & TOILET
ACCESSORY ANCHORAGES.
2. COORDINATE ANCHOR BRACKET LOCATION
WITH ACCESSORY MANUFACURER
MOUNTING INSTRUCTIONS.
TYPICAL MTL. STUD ANCHOR BRACKET
1
NTS
NTS
12 GA. BRACING WIRE
A
SEISMIC COMPRESSION STRUT
12 GA. VERTICAL HANGER WIRE
AT 4' -0" EACH WAY WITH
MINIMUM 3 TIGHT TURNS IN
1 1/2" BOTH ENDS OF WIRE
CROSS RUNNER
MAIN RUNNER
DISTANCE FROM BRACING
WIRES TO CROSS RUNNERS
PROVIDE ACT SUSPENSION GRID TO COMPLY
WITH IBC SEC -1613 MINIMUM STANDARD:
SECTION ASCE 7 -08 13.5.6. SEE NOTES ON
L /A9.1.
IF NEEDED
B
USE OF 2" SEISMIC BERC CUP AT MOULDING
APPROVED BY CITY.
ACT SEISMIC BRACING DIAGRAM
NTS
BOTTOM OF
STRUCTURE 1
1
WHERE PTN. TYPE IS INSULATED
PROVIDE ENCAPSULATED
ACOUSTICAL BATT EXTENDING 24"
EACH SIDE OF PARTITION.
2"X2"X12" MIN. LEG AT STRUCTURE
- ATTACH W/2 POWDER DRIVEN
FASTENERS PER BRACE OR OTHER
APPROVED METHOD
PLENUM HEIGHT OF 5' -0" OR LESS 2
1/2 "x25 GA METAL STUD BRACING 0 8' -0"
OC TO STRUCTURE DIRECTION ALTERNATE.
PARTITIONS PERPENDICULAR TO PARTITION
ACT AS BRACE PLENUM OF 5-0" TO 10' -0"
SHALL USE NESTED OR BACK TO BACK
3 -1/2" 25 GA. STEEL STUDS. ABOVE
101 -0" OR PLENUM. CONTACT ARCHITECT
FOR ADDITIONAL INFORMATION. MAX PARTITION
WEIGHT 15Ibs. /P.S.F.
SUSPENDED CEILING
AS SCHEDULED
3/8" CONT. FOAM
SOUND ISOLATION
TAPE
1/4"
TAPEABLE MET. TOP TRACK
ATTACHED TO BRACING W/2
SELF - TAPPING SM. SCREWS 0
48 "oc, AND 3/4" PIPE SLEEVES
PROVIDE INSULATION UON
ON PLANS
2 1/2" X 25 GA (18 MILS)
METAL STUDS 0 24" OC, TO
10' -7" MAX. HEIGHT.
1 LAYER 5/8" TYPE "X"
GYP. BD. EA. SIDE OF
METAL STUDS ATTACHED
W/ #6 SCREWS 0 12"
O.C. MAX.
POWDER DRIVEN
FASTENER 0 24" OC
MET. RUNNER TRACK
SEALANT
CONCRETE SLAB
NON -RATED FLOOR TO CEILING PARTITION
0" 4"
8"
12"
3" = 1' -0"
VERIFY ALL REQUIREMENTS WITH BUILDING MANAGEMENT
GENERAL REQUIREMENTS
REFERENCED SOURCES PER HIERARCHY: IBC (INTERNATIONAL BUILDING CODE), AMERICAN SOCIETY OF TESTING MATERIALS
(ASTM C 635, ASTM C 636), AMERICAN SOCIETY OF CML ENGINEERS (ASCE 7 -08) AND CEILINGS AND INTERIOR SYSTEMS
CONSTRUCTION ASSOCIATION (CISCA).
PARTITONS THAT ARE TIED TO THE CEILING AND ALL PARTITIONS GREATER THAN 6 FEET HEIGHT SHALL BE LATERALLY
BRACED TO STRUCTURE. BRACING SHALL BE INDEPENDENT OF CEILING SPLAY BRACING SYSTEM. PER IBC 1613
ALL MAIN BEAMS TO BE HEAVY DUTY, PER ASCE 7 -08 ITEM 13.5.6.
ALL CROSS TEES SHALL BE CAPABLE OF CARRYING THE DESIGN LOAD WITHOUT EXCEEDING DEFLECTION EQUAL TO 1/360
OF ITS SPAN. PER CISCA ZONES 3 -4
THESE REQUIREMENTS ARE INTENDED FOR SUSPENDED CEILINGS INCLUDING GRID, PANEL OR TILE, UGHT FIXTURES AND
AIR TERMINALS WEIGHING NO MORE THAN 4 POUNDS PER S.F., PER ASCE 7 -08 ITEM 13.5.6.
ALL WIRE TIES ARE TO BE THREE TIGHT TURNS AROUND ITSELF WITHIN THREE INCHES. TWELVE GAGE HANGER WIRE
SPACED 4' O.C., PER ASTM C 636 ITEM 2.3.4.
CHANGES IN CEILING PLANES WILL REQUIRE POSITIVE BRACING. PER ASCE 7 -08 SECTION 13.5.6.
LATERAL FORCE BRACING
LATERAL FORCE BRACING IS THE USE OF VERTICAL STRUTS (COMPRESSION POSTS) AND SPLAY WIRES.
LATERAL FORCE BRACINGS IS REQUIRED FOR CEILINGS OVER 1,000 S.F. AND NOT REQUIRED FOR CEILINGS UNDER 1,000
S.F. IF THEY ARE SURROUNDED BY FOUR WALLS AND BRACED TO STRUCTURE. PER ASCE 7 -08 SECTION 13.5.6.
LATERAL FORCE BRACING SHALL BE 12' O.C. MAX. AND BEGIN WITHIN 6' FROM WALLS. PER CISCA SEISMIC ZONES 3 -4.
SPLAY WIRES SHALL BE 12 GAGE ATTACHED TO THE MAIN BEAM. WIRES ARE ARRAYED 90' FROM EACH OTHER AND AT
AN ANGLE NOT TO EXCEED 45' FROM THE PLANE OF THE CEILING. PER CISCA SEISMIC ZONES 3 -4.
SPLAY WIRES ARE TO BE WITHIN 2" OF THE CONNECTION OF THE VERTICAL STRUT TO SUSPENDED CEILING. PER CISCA
3 -4.
RIGID BRACING MAY BE USED IN UEU OF SPLAY WIRES. PER ASCE 7 -08 SECTION 13.5.6.
VERTICAL STRUTS MUST BE POSITIVELY ATTACHED TO SUSPENSION SYSTEMS AND THE STRUCTURE ABOVE. PER CISCA 3 -4.
WALL MOLDINGS
WALL MOLDINGS (PERIMETER CLOSURE ANGLES) ARE REQUIRED TO HAVE A HORIZONTAL FLANGE 2" WIDE. ONE END OF
THE CEILING GRID SHALL BE ATTACHED TO THE WALL MOLDING, THE OTHER END SHALL HAVE A 3/4" CLEARANCE FORM
THE WALL AND BE FREE TO SUDE. PER ASCE 7 -08 SECTION 13.5.6 ITEM b. MOLDING DIMENSIONS MUST BE CONSISTENT
AND ALTERNATIVE CONNECTIONS ARE PERMISSIBLE WITH BUILDING MANAGEMENT AND CITY APPROVAL.
THE GRID SHALL BE ATTACHED AT TWO ADJACENT WALLS (POP RIVETS OR APPROVED METHOD). PER CISCA SEISMIC
ZONES 3 -4.
THERE SHALL BE A MIN. 3/4" CLEARANCE FROM THE END OF THE GRID SYSTEM AT UN- ATTACHED WALLS. PER ASCE
7 -08 SECTION 13.5.6.
SPREADER BARS
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 LIEU OF SPREADER BARS. PER CISCA SEISMIC ZONES 3 -4.
WIRE TYING IS AN ACCEPTABLE ALTERNATIVE TO SPREADER BARS.
SPREADER BARS ARE NOT REQUIRED IF A 90' INTERSECTING CROSS MAIN IS WITHIN 8" OF PERIMETER WALL.
HANGER (SUSPENSION) WIRES
HANGER AND PERIMETER WIRES MUST BE PLUMB WITHIN 1 IN 6 UNLESS COUNTER SLOPING WIRES ARE PROVIDED.
COUNTER SLOPING WIRES TO BE A PAIR OF WIRES SLOPING AWAY FROM GRID MEMBER IN OPPOSITE DIRECTIONS AT A
MIN. 45' ANGLE FROM PLANE OF CEILING. PER ASTM C 636 SECTION 2.1.4
HANGER WIRES SHALL BE 12 GAGE AND SPACED 4" O.C. OR 10 GAGE SPACE 5' O.C. PER ASTM C 636.
ANY CONNECTION DEVICE AT THE SUPPORTING CONSTRUCTION SHALL BE CAPABLE OF CARRYING NOT LESS THAN 100
POUNDS. PER CISCA ZONES 3 -4.
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 IS GREATER. PER CISCA ZONES 3 -4
POWDER DRIVEN FASTENERS MUST BE APPROVED FOR THE APPROPRIATE LOADING. PER ASCE 7 -08 SECTION 13.5.6.
TERMINAL ENDS OF EACH MAIN BEAM AND CROSS TEE MUST BE SUPPORTED WITHIN 8" OF EACH WALL WITH A PERIMETER
WIRE. PER CISCA ZONES 3 -4.
ELECTRICAL FIXTURES
LIGHT FIXTURES WEIGHING LESS THAN 10 POUNDS SHALL HAVE ONE 12 GAGE HANGER WIRE CONNECTED FORM THE
FIXTURE TO THE STRUCTURE ABOVE. THIS WIRE MAY BE SLACK. PER CISCA SEISMIC ZONES 3 -4.
LIGHT FIXTURES WEIGHING MORE THAN 10 POUNDS AND LESS THAN 56 POUNDS SHALL HAVE TWO 12 GAGE WIRES
ATTACHED AT OPPOSING CORNERS OF THE LIGHT FIXTURE TO THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. PER
CISCA SEISMIC ZONES 3 -4.
UGHT FIXTURES WEIGHING MORE THAN 56 POUNDS SHALL BE SUPPORTED DIRECTLY FROM STRUCTURE ABOVE. THESE
WIRES MUST BE TAUT. PER CISCA SEISMIC ZONES 3 -4.
PENDANT MOUNTED FIXTURES SHALL BE DIRECTLY SUPPORTED FROM THE STRUCTURE ABOVE USING 9 WE WIRE OR AN
APPROVED ALTERNATE SUPPORT WITHOUT USING THE CEILING SUSPENSION SYSTEM FOR DIRECT SUPPORT. PER CISCA
SEISMIC ZONES 3 -4.
TANDEM FIXTURES MAY UTILIZE COMMON WIRES.
MECHANICAL SERVICES
TERMINALS OR SERVICES WEIGHING 20 POUNDS BUT NOT MORE THAN 56 POUNDS MUST HAVE TWO 12 GAGE WIRES
CONNECTING THEM TO THE CEILING SYSTEM HANGERS OR THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. PER
CISCA SEISMIC ZONES 3 -4.
TERMINALS OR SERVICES WEIGHING MORE THAN 56 POUNDS MUST BE INDEPENDENTLY SUPPORTED DIRECTLY FORM THE
STRUCTURE ABOVE. THESE WIRES MUST BE TAUT. PER CISCA SEISMIC ZONES 3 -4.
SEISMIC SEPARATION JOINTS
FOR CEIUNG AREAS EXCEEDING 2500 S.F., A SEISMIC SEPARATION JOINT OR FULL HEIGHT WALL PARTITION THAT BREAKS
THE CEIUNG SHALL BE PROVIDED UNLESS ANALYSES ARE PERFORM OF THE CEILING BRACING SYSTEM, CLOSURE ANGLES
AND PENETRATIONS TO PROVIDE SUFFICIENT CLEARANCE. PER ASCE 7 -08 ITEM 13.5.6.
SPECIAL INSPECTIONS
SPECIAL INSPECTIONS SHALL BE SUBJECT TO SPECIAL INSPECTION REQUIREMENTS.
SPRINKLERS
FOR CEIUNGS WITHOUT RIGID BRACING, SPRINKLER HEAD PENETRATIONS SHALL HAVE A 2" OVERSIZE RING, SLEEVE OR
ADAPTER THROUGH THE CEILING TILE TO ALLOW FREE MOVEMENT OF AT LEAST 1" IN ALL HORIZONTAL DIRECTIONS.
FLEXIBLE HEAD DESIGN THAT CAN ACCOMMODATE 1 INCH FREE MOVEMENT SHALL BE PERMITTED AS AN ALTERNATE. PER
ASCE 7 -08 13.5.6.
ACT NOTES
�s
NTS
DOOR & HARDWARE GENERAL NOTES
1. SEE HARDWARE SPECIFICATIONS FOR HARDWARE, TYPES AND INSTALLATION.
2. DOOR WIDTH & HEIGHT ARE NOMINAL DIMENSIONS FROM JAMB TO JAMB AND FINISH FLOOR TO BOTTOM OF FRAME
0 HEAD. REFER TO SPECIFICATIONS FOR CLEARANCES.
3. DOUBLE DOOR NOMINAL WIDTH INDICATES 2 DOOR LEAVES OF EQUAL WIDTH, U.O.N.
4. DOOR CONSTRUCTION SHALL PROVIDE ATTACHMENT OF ALL HARDWARE WITHOUT THROUGH - BOLTS.
5. DOOR / HARDWARE SHALL COMPLY WITH ALL APPUCABLE IBC & ACCESSIBILITY REQUIREMENTS.
HARDWARE GROUP
HARDWARE GROUP
HARDWARE
REMARKS
GROUP 1
SINGLE, ENTRY LOCKSET
NON -RATED
1 ENTRY LOCKSET
4 HINGES
1 WALL - MOUNTED DOOR STOP
GROUP 2
SINGLE, PASSAGE LATCHSET
NON -RATED
1 PASSAGE LATCHSET
4 HINGES
1 WALL - MOUNTED DOOR STOP
GROUP 3
SINGLE, STOREROOM LOCKSET
NON -RATED
1 STOREROOM FUNCTION LOCKSET
4 HINGES
1 WALL - MOUNTED DOOR STOP
ACCESS CONTROL SYSTEM (BY TENANT)
SYSTEM SHALL COMPLY WITH INTERNATIONAL
BUILDING CODE SECTION 1008.1.4.4 AND
ANY LOCAL REQUIREMENTS.
TENANT INSTALLED CARD READER, G.C. TO
PROVIDE AND INSTALL ELECTRICAL HARDWARE.
GROUP 4
SINGLE, PUNCHKEY LOCKSET
NON -RATED
1 TRILOGY DL2700 PUNCHKEY
LOCKSET
4 HINGES
1 WALL - MOUNTED DOOR STOP
GROUP 5
PAIRED, BI -PASS DOOR
NON -RATED
2 FLUSH PULLS
1 TRACK /ROLLER ASSEMBLY
1 FLOOR GUIDE
1 JAMB BUMPERS
DOOR SCHEDULE
w
w
m
CC
8
DOOR
NOMINAL WIDTH
NOMINAL HEIGHT
HARDWARE GROUP
G7
w
301
E
E
C
3
WD
EXISTING DOOR, PROVIDE NEW GLASS PANEL
303
3, -0"
FULL HT
B
4
WD
304
3' -0"
FULL HT
C
2
WD
305
3' -0"
FULL HT
A
2
WD
307
3' -0"
FULL HT
D
5
WD
308
3' -0"
FULL HT
A
1
WD
DOOR TYPES
w
-B/S WOOD FRAME
B/S FLUSH S.C.
WOOD DOOR
1/4" TEMPERED
g" GLASS INSERT
-B /S WOOD FRAME
B/S FLUSH S.C.
WOOD DOOR
w
-B/S WOOD FRAME
WIDTH
2
WIDTH
D
B/S FLUSH S.C.
WOOD DOOR
24"X24" PAINTED
METAL VENT
B/S WOOD FRAME
B/S BI -FOLD DOOR
E = EXISTING, MATCH ALL EXISTING CONDFONS
SIDELIGHT /GLAZING SCHEDULE
W
W
SIDELIGHT
w
J
in
HEADER HEIGHT
SIDELIGHT TYPE
G1
8"
FULL HT
2' -0'
A
1/4" TEMPERED
SIDELIGHT /GLAZING TYPES
b 1,1-0 Li 7
B/S WOOD FR/�AIE
B/S WOOD FRAME
GLAZING AS
SCHEDULED
CITY *1.
FEB 17 2012
PERMIT CENTER
E = EXISTING, MATCH ALL EXISTING CONDMONS
Tenant:
KEYENCE
RIVERVIEW PLAZA - BUILDING 2
16000 CHRISTENSEN ROAD, SUITE 308
TUKWILA, WA
A Tenant Improvement for:
UNICO PROPERTIES
RIVERVIEW PLAZA - BUILDING 1
16040 CHRISTENSEN ROAD, SUITE 100
TUKWILA, WA
burgess design I interiors O architecture
1326 Fifth Avenue Suite 500. SCat11e - WA 98101 TEL= 206. 587.7120 FAX 206. 5$7.7177
M reproduction & intellectual property rights reserved c 2011
tzo:. v l antzsi 1-`.1 .._v1
CODE COMPLIANCE
APPPO'E'`D
FEB 2 8 2012
City of Tukwila
BUILDING DIVISION
Professional seal
No. Issue Description
REVIEW SET
REVIEW SET
PERMIT SET
Date
1/30/12
2/6/12
2/14/12
Drawn by: TS
Reviewed by: RM
Project No: 1 1- 8210 -00
DOOR SCHEDULE /
SIDELIGHT SCHEDULE /
DETAILS
Original drawing is 24" x 36 ". Scale entities accordingly if reduced
A.9.1
I PL -2
P -LAM UPPER CABINETS
WITH TWO ADJUSTABLE ___
SHELVES
18" DEEP P -LAM
MICROWAVE SHELF
PL -1
P -LAM COUNTERTOP
& BACKSPLASH
0
I PL -2
P -LAM LOWER CABINETS a
AND DRAWER WITH ONE I
ADJUSTABLE SHELF `V
B-1
2' CLR: EQ. EQ. EQ.
/ / / /
rl�
BREAK ROOM ELEVATION
2' -8" CLR
FOR REF
B/S ADA COMPLIANT SINK
& FAUCET. PROVIDE (2)
BUILT -IN SOAP
DISPENSERS, ONE ON
EACH SIDE OF FAUCET.
3/8" = 1'- 0"
LINE OF CEILING
"
L
6" MAX.
—�J
/
a
PLASTIC LAMINATE DOORS.
SEE ELEVATIONS AND
FINISH PLAN
MELAMINE CABINET INTERIOR
ADJ. SHELVES
W/ MELAMINE
FINISH
LOCK WHERE INDICATE
ON ELEVATIONS
TASKLIGHT-
WHERE OCCURS PER
ELECTRICAL PLAN
PROVIDE 4" BACKSPLASH
AS INDICATED ON ELEV.
SCRIBE TO WALL
CONTERTOP W /PLASTIC
LAMINATE PER FINISH
SCHEDULE
PROVIDE SOLID PANEL
PROVIDE SINK WHERE
INDICATED - REFER
TO PLUMBING DWGS
PROVIDE ADA COMPLIANT
SINK & FAUCET. PROVIDE
CLEARANCES.
PLUMBING BOOT AS REQ'D
BASE AS PER SCHEDULE.
TURN INSIDE 0 CABINET
OPENING, TYP.
FINISH FLOOR LINE.
RUN TO REAR OF
CABINET OPENING.
ADA SINK SECTION
VARIES (SEE ELEV.)
LINE OF CABINET (BEYOND)
0
1"
1 -1/2" = 1'- 0"
REVIEWED FOR
CODE COMPLIANCE
APPROVED
FEB 28 2012
City of Tukwila
BUILDING DIVISION
ti 9
G �,}_
CITY FORKI�ALA
FEB 17 2012
PERMIT CENTER
Tenant:
KEYENCE
RIVERVIEW PLAZA - BUILDING 2
16000 CHRISTENSEN ROAD, SUITE 308
TUKWILA, WA
A Tenant Improvement for:
UNICO PROPERTIES
RIVERVIEW PLAZA - BUILDING 1
16040 CHRISTENSEN ROAD, SUITE 100
TUKWILA, WA
burgess design
interiors ® architecture
1326 Fifth Avenge Suite S00. Stalk . WA 98101 TEL: 206.597.7120 FAX:206. 5827122
All reproduction & intellectual property rights reserved c 2011
Professional seal
RAND ;LL ALAN MORGAN
STATE OF WASHINGTON
No. Issue Description
Date
REVIEW SET 1/30/12
REVIEW SET 2/6/12
PERMIT SET 2/14/12
Drawn by: TS Reviewed by: RM
Project No: 1 1- 8210 -00
MILLWORK
DETAILS
Original drawing is 24" x 36 ". Scale entities accordingly if reduced
A.9.2
.,
\
\
\
■
/
/
\u/
J/
rl�
BREAK ROOM ELEVATION
2' -8" CLR
FOR REF
B/S ADA COMPLIANT SINK
& FAUCET. PROVIDE (2)
BUILT -IN SOAP
DISPENSERS, ONE ON
EACH SIDE OF FAUCET.
3/8" = 1'- 0"
LINE OF CEILING
"
L
6" MAX.
—�J
/
a
PLASTIC LAMINATE DOORS.
SEE ELEVATIONS AND
FINISH PLAN
MELAMINE CABINET INTERIOR
ADJ. SHELVES
W/ MELAMINE
FINISH
LOCK WHERE INDICATE
ON ELEVATIONS
TASKLIGHT-
WHERE OCCURS PER
ELECTRICAL PLAN
PROVIDE 4" BACKSPLASH
AS INDICATED ON ELEV.
SCRIBE TO WALL
CONTERTOP W /PLASTIC
LAMINATE PER FINISH
SCHEDULE
PROVIDE SOLID PANEL
PROVIDE SINK WHERE
INDICATED - REFER
TO PLUMBING DWGS
PROVIDE ADA COMPLIANT
SINK & FAUCET. PROVIDE
CLEARANCES.
PLUMBING BOOT AS REQ'D
BASE AS PER SCHEDULE.
TURN INSIDE 0 CABINET
OPENING, TYP.
FINISH FLOOR LINE.
RUN TO REAR OF
CABINET OPENING.
ADA SINK SECTION
VARIES (SEE ELEV.)
LINE OF CABINET (BEYOND)
0
1"
1 -1/2" = 1'- 0"
REVIEWED FOR
CODE COMPLIANCE
APPROVED
FEB 28 2012
City of Tukwila
BUILDING DIVISION
ti 9
G �,}_
CITY FORKI�ALA
FEB 17 2012
PERMIT CENTER
Tenant:
KEYENCE
RIVERVIEW PLAZA - BUILDING 2
16000 CHRISTENSEN ROAD, SUITE 308
TUKWILA, WA
A Tenant Improvement for:
UNICO PROPERTIES
RIVERVIEW PLAZA - BUILDING 1
16040 CHRISTENSEN ROAD, SUITE 100
TUKWILA, WA
burgess design
interiors ® architecture
1326 Fifth Avenge Suite S00. Stalk . WA 98101 TEL: 206.597.7120 FAX:206. 5827122
All reproduction & intellectual property rights reserved c 2011
Professional seal
RAND ;LL ALAN MORGAN
STATE OF WASHINGTON
No. Issue Description
Date
REVIEW SET 1/30/12
REVIEW SET 2/6/12
PERMIT SET 2/14/12
Drawn by: TS Reviewed by: RM
Project No: 1 1- 8210 -00
MILLWORK
DETAILS
Original drawing is 24" x 36 ". Scale entities accordingly if reduced
A.9.2