HomeMy WebLinkAboutPermit D08-345 - K-LINE - PARTITIONS, DOORS AND RELITESK -LINE
16040 CHRISTENSEN RD
STE 06
D08 -345
Parcel No.: 2523049039
Address: 16040 CHRISTENSEN RD TUKW
Suite No:
Tenant:
Name: K -LINE
Address: 16040 CHRISTENSEN RD, STE 306 , TUKWILA WA
Owner:
Name: BRCP RIVERVIEW PLAZA LLC
Address: 248 HOMER AVE , PALO ALTO CA 94301
Phone:
Contact Person:
Name: VICKI SOMPPI
Address: 22002 64 AV W, STE 2C , MOUNTLAKE TERRACE WA 98043
Phone: 425 670 -6706
Contractor:
Name: GATEWAY CONSTRUCTION SRVCS INC.
Address: 701 DEXTER AVE N SUITE 420 , SEATTLE WA 98109
Phone: (206)621 -9111
Contractor License No: GATEWCS992C3
DESCRIPTION OF WORK:
MINOR INTERIOR DEMOLITION, NEW INTERIOR PARTITIONS, NEW DOORS, AND NEW RELJTES. NO EXTERIOR WORK.
Value of Construction: $8,800.00 Fees Collected: $358.43
Type of Fire Protection: SPRINKLER/AFA International Building Code Edition: 2006
Type of Construction: VB Occupancy per IBC: 0008
doc: IBC -10/06
Cityllif Tukwila •
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: http://www.ci.tukwila.wa.us
DEVELOPMENT PERMIT
* *continued on next page **
Permit Number: D08 -345
Issue Date: 08/01/2008
Permit Expires On: 01/28/2009
Expiration Date: 03/04/2010
D08 -345 Printed: 08 -01 -2008
Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: N
City (!Tukwila •
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
Permit Number: D08 -345
Issue Date: 08/01/2008
Permit Expires On: 01/28/2009
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:
Date: 8 -
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 pe ormance of w • rk. I, authorized to sign and obtain this development permit.
Signature:
doc: IBC - 10/06
Date:
Print Name: P EL= /(
This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended
or abandoned for a period of 180 days from the last inspection.
D08 -345 Printed: 08 -01 -2008
•
City of Tukwila
Parcel No.: 2523049039
Address: 16040 CHRISTENSEN RD TUKW
Suite No:
Tenant: K - LINE
1: ** *BUILDING DEPARTMENT CONDTITONS * **
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: http://www.ci.tukwila.wa.us
PERMIT CONDITIONS
Permit Number: D08 - 345
Status: ISSUED
Applied Date: 06/24/2008
Issue Date: 08/01/2008
2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the
Building Official.
3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center
(206/431- 3670).
4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to
start of any construction. These documents shall be maintained and made available until final inspection approval is
granted.
5: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design
requirements of ASCE 7.
6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced
to the building structure.
7: All construction shall be done in conformance with the approved plans and the requirements of the International
Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code.
8: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary
sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other
excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of
this requirement.
9: 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.
10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building
Department (206- 431 - 3670).
11: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of,
any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits
presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila
shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the
Building Official from requiring the correction of errors in the construction documents and other data.
12: ** *FIRE DEPARTMENT CONDITIONS * **
13: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the
following concerns:
14: Maintain fire extinguisher coverage throughout.
15: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or
doc: Cond -10/06
D08 -345 Printed: 08 -01 -2008
•
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
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 nun) 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)
16: 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)
17: 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)
18: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort.
(IFC 1008.1.8.3 subsection 2.2)
19: The path of egress travel along a means of egress shall not be interrupted by any building element other than a means
of egress component as specified in this chapter. Obstructions shall not be placed in the required width of a means of
egress except projections permitted by this chapter. The required capacity of the means of egress system shall not be
diminished along the path of egress travel (IFC 1003.6)
20: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10)
21: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the
International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC
1008.1.8.1)
22: 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)
23: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90
minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system
provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3)
24: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means
of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the
floor level. The power supply for the means of egress illumination shall normally be provided by the premise's
electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less
than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2,
1006.3)
25: Combustible material shall not be stored in exits or exit enclosures. (IFC 315.2.2)
26: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating
and/or adding sprinkler heads. (IFC 901.4)
27: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila
Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80)
28: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and
approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler
systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk
Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to
the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050)
doc: Cond -10/06
D08 -345 Printed: 08 -01 -2008
•
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: http://www.ci.tukwila.wa.us
29: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and
#2051)
30: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require
relocation and/or addition of audible /visual notification devices. (City Ordinance #2051)
31: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire
Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC
104.2)
32: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70)
33: Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to
location on property, fire resistive requirements based on type of construction, draft stop partitions and roof
coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored
or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (IFC 703.1)
34: When fire resistive floor or floor ceiling assemblies are required to prevent the vertical and horizontal spread of
fire and smoke, the assembly shall be maintained. (IBC 712.4.2)
35: Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and
properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed.
36: Maintain coverage and operability of portable fire extinguishers, sprinkler systems and fire alarm systems during
demolition and construction.
37: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed
description of intended use.
38: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of
such condition or violation.
39: These plans were reviewed by Inspector 0700. If you have any questions, please call Tukwila Fire Prevention Bureau at
(206)575 -4407.
doc: Cond - 10/06
* *continued on next page **
D08 -345 Printed: 08 -01 -2008
•
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and 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 provision of any other work or local laws regulating
construction or the performance of work.
Signature:
doc: Cond - 10/06
Print Name:
D08 -345 Printed: 08 -01 -2008
•
Site Address: I 6 OW) l) r 1' ( /t , •er RI)
Tenant Name: K - I 1 VJ _
Property Owners Name: Cl 0 Uri ■ (.O WD t' e'
Mailing Address: 1l6300 Cltlr i e 1 en 1n 5
E -Mail Address: VI CACIQCOVW1.0 t\l 15 Y1. r prVi
GENERAL CONTRACTOR INFORMATION —
(Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5))
Contact Person:
•
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
htfp: •`. icit'w. ci. tukwila. Wa. us
E -Mail Address:
Contractor Registration Number:
`f1Kw1
City
ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record
Company Name:
Mailing Address:
1(k
Contact Person:
E -Mail Address:
Q:WpplicationslForms- Applications On Ltne\3.2006 - Permit Application.doc
Revised: 9 -2006
bh
•
Building Permit No.
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
King Co Assessor's Tax No.: Z52 SOH —96 7'6
Suite Number: 3dCO Floor: 3
New Tenant: Yes ❑..No
u MA
State
q In
Zip
CONTACT PERSON - who do we contact when your permit is ready to be issued
Name: ViCk1 'OVl'1)1 Day Telephone: 4Z5 — C270 — C276 Co
Mailing Address: 22 (X)Z GI 9 41^ *JUL w 5k .2G MOurlt lake_ "der A.C.e. WA qW-/3
City State ' Zip
Fax Number: L(2E) -77 q -R21 q
Company Name: 12) 1/
Mailing Address:
City State Zip
Day Telephone:
Fax Number:
Expiration Date:
ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record
Company Name: Co ol W II
Mailing Address: 124'07- 64 M e l}lGt & rerr ACt2�, wfE- ggcy3
City State Zip
Contact Person: V C. S Ovvl Day Telephone: L /ZCj -Co 7(� -6 `7D(
E -Mail Address: V iCk%": Pt')Y1 yl a itS.CS(Avl Fax Number: L.Z5 - 7 7q - g2/ q
City State Zip
Day Telephone:
Fax Number:
Page of 6
•
BUILDING PERMIT INFORMATION - 206 - 431 -3670
Valuation of Project (contractor's bid price): $ 0 Existing Building Valuation: $
Scope of Work (please provide detailed information): IA i Ir16r 11' €.Vi n1" 00. 0 )11jO Y) YIQ.U,J I I14.2A -fr y
vki io�5 YLL jJ chorS rt_OA &J r S� .�I P.x1J i0 V ,ark ,
Will there be new rack storage? ❑ Yes
Provide All Building Areas in Square Footage Below
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: 5X1S�N3 Compact: Del c-v) Handicap: txi5'tVh.�
Will there be a change in use? ❑ Yes No If - yes", explain:
FIRE PROTECTION /HAZARDOUS MATERIALS:
Sprinklers K Automatic Fire Alarm ❑ None ❑ Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes . f No
If 'yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety ata Sheets.
SEPTIC SYSTEM
❑ On -site Septic System — For on -site septic system. provide 2 copies of a current septic design approved by King County Health
Department.
Q: AppbcationsWonns- Applications On Line'J -2006 - Permit Applicaeon.doc
Revised: 9-2006
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•
No If yes, a separate permit and plan submittal will be required.
Page 2 of 6
Existing
Interior Remodel
Addition to
Existing
Structure
New
Type of
Construction per
IBC
Type of
Occupancy per
[BC
I Floor
2nd Floor
3' Floor
61'15? 5F
Z, 572 5E
`� \
�..
� . - /v
Q
1.�
Floors thru
Basement
Accessory Structure*
Attached Garage
Detached Garage
Attached Carport
Detached Carport
Covered Deck
Uncovered Deck
•
BUILDING PERMIT INFORMATION - 206 - 431 -3670
Valuation of Project (contractor's bid price): $ 0 Existing Building Valuation: $
Scope of Work (please provide detailed information): IA i Ir16r 11' €.Vi n1" 00. 0 )11jO Y) YIQ.U,J I I14.2A -fr y
vki io�5 YLL jJ chorS rt_OA &J r S� .�I P.x1J i0 V ,ark ,
Will there be new rack storage? ❑ Yes
Provide All Building Areas in Square Footage Below
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: 5X1S�N3 Compact: Del c-v) Handicap: txi5'tVh.�
Will there be a change in use? ❑ Yes No If - yes", explain:
FIRE PROTECTION /HAZARDOUS MATERIALS:
Sprinklers K Automatic Fire Alarm ❑ None ❑ Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes . f No
If 'yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety ata Sheets.
SEPTIC SYSTEM
❑ On -site Septic System — For on -site septic system. provide 2 copies of a current septic design approved by King County Health
Department.
Q: AppbcationsWonns- Applications On Line'J -2006 - Permit Applicaeon.doc
Revised: 9-2006
bh
•
No If yes, a separate permit and plan submittal will be required.
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.
BUILDING OWNER O UTHOIUZED.AGENT:
Signature:
Print Name: A 1 Ft i \pi
Date Application Accepted:
ott ((IA I, v9)
Q: Applications\Fonns- Applications On LineU -2006 - Permit Application.doc
Revised. 9 -2006
bh
Date: jittw, wog
Day Telephone: 4Z5 - 670 -Co7cX
Mailing Address: ZZCOZ ( u'. AJ& Ltd sk • ZC M oo-M klcn Tey-ace (.1 �U < 3
City M ate Zip
Date Application Expires:
121214 1o'
Staff Initials:
Page 6 of 6
Parcel No.: 2523049039 Permit Number: D08 -345
Address: 16040 CHRISTENSEN RD TUKW Status: APPROVED
Suite No: Applied Date: 06/24/2008
Applicant: K -LINE Issue Date:
Receipt No.: R08 -02816
Initials: WER Payment Date: 08/01/2008 10:18 AM
User ID: 1655 Balance: $0.00
Payee: UNICO PROPERTIES
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Check 6829 219.00
ACCOUNT ITEM LIST:
Description
BUILDING - NONRES
STATE BUILDING SURCHARGE
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Fax: 206 -431 -3665
Web site: http: / /www.ci.tukwila.wa.us
Account Code Current Pmts
000/322.100
000/386.904
RECEIPT
Payment Amount: $219.00
214.50
4.50
Total: $219.00
5545 08/01 9710 TOTAL 219.00
doc: Receiot -06 Printed: 08 -01 -2008
ACCOUNT ITEM LIST:
Description
PLAN CHECK - NONRES
City of Tukwila
Parcel No.: 2523049039 Permit Number: D08 -345
Address: 16040 CHRISTENSEN RD TUKW Status: PENDING
Suite No: Applied Date: 06/24/2008
Applicant: K -LINE Issue Date:
Receipt No.: R08 -02266 Payment Amount: $139.43
Initials: JEM Payment Date: 06/24/2008 01:59 PM
User ID: 1165 Balance: $219.00
Payee: CONNELL DESIGN GROUP, INC.
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Fax: 206 -431 -3665
Web site: http:/lwww.ci.tukwila.wa.us
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Check 15681 139.43
RECEIPT
Account Code Current Pmts
000/345.830 139.43
Total: $139.43
4055 06/24 9711 TOTAL 139.43
doc: Receiot -06 Printed: 06 -24 -2008
Proj t:
� .�,1 Q
Ty of Inspectio , f h ,
FA : a te, ( I
N
Address:
j ( 0 / 0 1 0 at/ Sre_4 5e_✓{
Date Called:
Spe "al Instructions:
Date Wanted:
(i ,Q
t a.m
Requester:
Phone No:
74) CI '
7d — 0.38.S
INSPECTIO
NO.
INSPECTION RECORD
Retain a copy with permit
CITY OF UKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
a ?-
PERMIT NO.
(206)431 -36
i i i Approved per applicable codes. 0 Corrections required prior to approval.
COMMENTS:
del \ C.) . t c.
Inspectoc
Date: 5-124S/r
El $60.00 REINSPECTION FEE REQOffiED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
'Date:
Project:k — l_;N
Type > v in s speC n � Q Las l.
C•. 1
Address:
t cn,4) Si sreA f&t 49
Date Calle
�
Special Instructions:
Date Wanted:
L IP
Requester:
Phone No:
_ ?atp — '7E4 -a 3.5
1 - 3 45
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION It-
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
Approved per applicable codes. Corrections required prior to approval.
d
COMMENTS:
I ns pg
( Date: C -2i -01(
El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
'Date:
Project: / 6,
Type ofinspeecti
I
Address:
(( ()4J (/4 - -�s- , n /,A
Date Called:
.
r—
Special Instructions:
/
Date Wanted:
i.
- 7Z
.m.
Requester:
Phone No:
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3620
Approved per applicable codes.
INSPECTION RECORD
Retain a copy with permit
1)4 '
-
PERMIT NO
El Corrections required prior to approval.
COMMENTS:
(Date y . —
ere
•
r7 $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be.
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
'Date:
COMMENTS:
Type of Inspection: `.
Ri a 6t"- • 1 ‘ 7
Ad ress: -
C.� `��
c54 - 1- e b tie. s\ le_ J
k k
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Date Wanted:
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Type of Inspection: `.
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Date Called:
Special Instructions:
M ^: f r
6114
Date Wanted:
g--
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—C7 . f - 0e P.m.
Requester:
Phone No
7p5
?'(-
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISI ON
6300 Southcenter Blvd., #100, Tukwila, WA 98188
0 o 3 45
PERMIT NO.
t`
(206)431 -36
El Approved per applicable codes.
Corrections required prior to approval.
Inspec or: 0 ,,,, k. kAi
Date: I F' , 2 � O r
❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
A
Project:
k — L 1 he
Type of Inspection: . -
5pv p..ki v ((lacy"
Address: Nolo Lt, -o le., se t. got
Suite #: -1 O (p
Contact Person: -
Spedal Instructions:
Phone No.:
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
�ii�•;aveP'Sst.[ahNil"+ tin' r .'.�e�nash U.T:�w+:o�L.t'.:�
d•
r
INSPECTION NUMBER
E li Approved per applicable codes.
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA FIRE DEPARTMENT
og`S- Lila
PERMIT NUMBERS
444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407
LI Corrections required prior to approval..
COMMENTS:
'Sly) hk1 ( Duey
:f
Date: -a
rs ..
)
n $80.00 REINSPECTIM FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department: Call to schedule a reinspection.
Word/Inspection Record Form.Doc 1/13/06
T.F.D. Form F.P. 113
ACTIVITY NUMBER: D08 -345 DATE: 06 -24 -08
PROJECT NAME: K -LINE
SITE ADDRESS: 16040 CHRISTENSEN RD, STE 306
X Original Plan Submittal
Response to Correction Letter #
Response to Incomplete Letter #
Revision # after Permit Issued
DEPARTMENTS:
Bu I tl ing Diva n
P ublic Wits dPl
Complete
Comments:
Documents/routing slip.doc
2 -28 -02
• PERMIT CARD COPY
PLAN REVIEW /ROUTING SLIP
4-011 Pta-
Fire Prevention
Structural
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Incomplete n
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES/THURS ROUT G:
Please Route Structural Review Required
REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS:
Approved n Approved with Conditions
Notation:
REVIEWER'S INITIALS:
n
DUE DATE: 06-26-08
Not Applicable ❑
❑ No further Review Required
DATE:
Pik bitald
Planning Division LA
Permit Coordinator n
DUE DATE: 07-24-08
Not Approved (attach comments)
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
Bond
Bond
Company
Name
Bond
Account
Number
Effective
Date
Expiration
Date
Cancel
Date
Impaired
Date
Bond
Amount
Received
Date
2
RLI
INSURANCE
CO
SRS1008614
02/26/2002
Until
Cancelled
$12,000.00
03/04/2002
1
RLI
INSURANCE
CO
SRS1008614
02/26/2001
02/26/2002
$6,000.00
02/23/2001
Name
Role
Effective Date
Expiration Date
SACCO, RONALD
PRESIDENT
02/26/2001
NIELSEN, CRISTIAN
VICE PRESIDENT
02/26/2001
Untitled Page
S
•
General /Specialty Contractor
A business registered as a construction contractor with LOEI 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.
GATEWAY CONSTRUCTION SRVCS INC
Business and Licensing Information
Name GATEWAY CONSTRUCTION
SRVCS INC
Phone 2066219111
Address 701 DEXTER AVE N SUITE 420
Suite /Apt.
City
State
Zip
County
Business Type CORPORATION
Parent
Company
SEATTLE
WA
98109
KING
UBI No.
Status
License No.
License Type
Effective Date
Expiration Date
Suspend Date
Separation Date
Previous
License
Next License
Associated
License
Specialty 1
Specialty 2
602086011
ACTIVE
GATEWCS992C3
CONSTRUCTION
CONTRACTOR
2/26/2001
3/4/2010
N "02708
GENERAL
UNUSED
Business Owner Information
Bond Information
Insurance Information
Page 1 of 2
https: // fortress. wa. gov /lni/bbip/Detail.aspx ?License= GATEWCS992C3 08/01/2008
GENERAL NOTES
ALL CONSTRUCTION SHALL COMPLY WITH THE CURRENT REGULATORY CODES FOR THE STATE
OF WASHINGTON AND THE LOCAL JURISDICTIONS. SEE PROJECT DATA SECTION FOR CURRENT
APPLICABLE CODES.
2. CONTRACTOR 15 TO VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, DETAILS, ETC., AND
NOTIFY THE DESIGNER OF ANY AND ALL DISCREPANCIES PRIOR TO PROCEEDING WITH THE
WORK.
3. CONTRACTOR SHALL VERIFY ALL "BUILDING STANDARDS" WITH BUILDING LANDLORD PRIOR
TO BEGINNING ANY WORK. HOWEVER, THERE 5HALL BE NO DEVIATIONS WHATSOEVER FROM
THE CONTRACT DOCUMENTS WITHOUT THE DESIGNER'S WRITTEN APPROVAL THEREOF. THE
CONTRACTOR AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGNER HARMLESS FROM
ANY CLAIMS ARISING AS A RESULT OF UNAPPROVED CHANGES.
4. ALL DEBRIS SHALL BE REMOVED FROM THE PREMISES AND ALL AREAS SHALL BE LEFT IN
A GLEAN (BROOM) CONDITION AT ALL TIMES.
5. APPROVED PLANS SHALL BE KEPT IN A PLAN BO. AND SHALL NOT BE USED BY ANY
WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT THE SAME INFORMATION AS WELL AS
ALL REVISIONS, ADDENDA AND CHANGE ORDERS. THE CONTRACTOR SHALL ALSO
MAINTAIN IN GOOD CONDITION, ONE COMPLETE SET OF PLANS WITH ALL REVISIONS,
ADDENDA AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES WHICH ARE TO BE UNDER
THE CARE OF THE JOB SUPERINTENDENT.
6. ALL OPERATIONS CONDUCTED ON THE PREMISES SI -fALL NOT BE OBJECTIONABLE BEYOND
THE PROPERTY BOUNDARY LINES BY REASON OF NOISE, STEAM, ODOR, FUMES, GASES,
SMOKE, VIBRATION, HAZARD OF OTHER CAUSES. IN ADDITION, THE CONTRACTOR SHALL
MINIMIZE DISRUPTIONS OF ADJACENT TENANTS DUE TO NOISE, ODOR, CORRIDOR FUMES OR
VIBRATION. ALL COMMON LOBBY AND CORRIDOR SPACE SHALL BE KEPT CLEAR OF DUST,
DEBRIS AND CONSTRUCTION MATERIALS AT ALL TIMES..
7. ALL WORK SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S LATEST
RECOMMENDATIONS OR WRITTEN DIRECTIONS.
S. ALL DIMENSIONS ARE TO FACE OF GYPSUM WALL BOARD UNLESS OTHERWISE NOTED.
1. WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK,
THE DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK IN THE SAME BUILDING.
10. WHERE DEVICES OR ITEMS OR PARTS THEREOF ARE REFERRED TO IN SINGULAR, IT IS
INTENDED THAT SUCH SHALL APPLY TO AS MANY SUCH DEVICES, ITEMS OR PARTS AS ARE
REQUIRED TO PROPERLY COMPLETE THE WORK.
II. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES
WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR
SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER
PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF HIS
WORK.
12. THE CONTRACTOR WILL VERIFY AND CONFORM TO ALL REQUIREMENTS OF ALL UTILITY
COMPANIES UNLESS OTHERWISE NOTED IN THE PLANS AND SPECIFICATIONS.
13. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF
THE OCCUPANTS AND WORKERS AT ALL TIMES.
14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE BUILDING
AND SITE WHILE JOB 15 IN PROGRESS AND UNTIL THE JOB 15 COMPLETED.
I. ALL WORK SHALL BE GUARANTEED FOR A PERIOD OF ONE (I) YEAR AFTER COMPLETION,
UNLESS OTHERWISE SPECIFIED AND SHALL BE SO STATED IN CONTRACTOR'S WRITTEN
PROPOSAL AND AGREEMENT. ALL REPAIRS, CORRECTIONS AND DISCREPANCIES ETC.,
MUST BE MADE WITHOUT ANY ADDITIONAL COST TO THE OWNER, AND WITHIN FIVE (5) DAYS
AFTER NOTICE 15 GIVEN.
16. LATHING, PLASTER AND GYPSUM WALL BOARD SYSTEMS SHALL CONFORM TO THE CHAPTER
25 OF THE 2006 I.B.G.
17. ALL EXPOSED GYPSUM BOARD TO HAVE METAL EDGES AT ALL CORNERS AND WALL
INTERSECTIONS.
15. ALL GLASS AND GLAZING SHALL COMPLY WITH THE 2003 I.;3:° ,. AND THE
U.5. PRODUCT SAFETY COMMISSIONS: SAFETY STANDARD FOR ARCHITECTURAL GLAZING
MATERIALS.
11. ALL REQUIRED FIRE DOORS SHALL BEAR A LABEL FROM A RECOGNIZED AGENCY SHOWING
THE SPECIFIC RATING.
20. EXIT SIGNS AND ILLUMINATION SHALL CONFORM TO THE 2006 I.B.G. CHAPTER 10 AND LOCAL
FIRE MARSHAL REQUIREMENTS.
21. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY
SPECIAL KNOWLEDGE OR EFFORT.
22. FIRE EXTINGUISHERS: VERIFY REQUIREMENTS AND LOCATIONS WITH THE FIRE MARSHAL.
CONTRACTOR TO SUPPLY FIRE EXTINGUISHERS AND CABINETS AS REQUIRED.
23. ELECTRICAL ROUGH -IN AND REFLECTED CEILING PLAN ARE FOR THE GENERAL INFORMATION
OF THE CONTRACTOR. EXACT LOCATIONS SHOULD BE VERIFIED.
24. FLAMMABLE LIQUIDS SHALL NOT BE PLACED, STORED OR DISPENSED IN THIS OCCUPANCY
EXCEPT AS PROVIDED IN N.F.P.A. STANDARD 30 AND THE CURRENT UNIFORM FIRE CODE.
PERMIT MAY BE REQUIRED.
25. ALL DRAPES, HANGINGS, CURTAINS, DROPS AND ALL OTHER DECORATIVE MATERIAL,
INCLUDING CHRISTMAS TREES THAT WOULD TEND TO 'INCREASE THE FIRE AND PANIC HAZARD
SHALL BE MADE FROM NONFLAMMABLE MATERIAL, OR SHALL BE TREATED AND MAINTAINED
IN A FIRE RETARDANT SOLUTION OR PROCESS APPROVED BY THE COUNTY FIRE MARSHAL.
PROVIDE A CERTIFICATION TO THIS EFFECT.
A. EXIT DOORS, EXIT LIGHTS AND FIRE EXTINGUISHER LOCATIONS SHALL NOT BE
CONGEALED OR OBSTRUCTED BY ANY DECORATIVE MATERIAL.
B. MINIMUM FLAME SPREAD CLASSIFICATION OF INTERIOR FINISHES SHALL BE PER
THE 2006 I.B.G.
26. ALL LAY -IN ACOUSTICAL CEILING GRIDS SHALL BE INSTALLED AND SECURED PER THE
2006 I.B.G. STANDARDS FOR EARTHQUAKE ZONE D, ASME C635, C636.
21. PROVIDE OR MODIFY AS NEEDED SPRINKLER, ALARM AND SMOKE DETECTION SYSTEM PER
APPLICABLE CODES, INCLUDING IF NECESSARY FIRE HORNS, STROBE LIGHTS, CONTROL
PANEL CONNECTIONS, SMOKE DETECTORS, AUDIO VISUAL ALARMS. SUBMIT SHOP DRAWINGS
TO THE FIRE MARSHAL FOR APPROVAL.
2S. TENANT TO PROVIDE AND INSTALL THE TELEPHONE AND DATA COMMUNICATION CABLING.
CONTRACTOR TO COORDINATE SCHEDULING AND OTHER REQUIREMENTS WITH TENANT.
2ci. MECHANICAL SYSTEM: CONTRACTOR SHALL VERIFY AND PROVIDE A COMPLETE HVAC
SYSTEM WHICH CONFORMS TO THE OWNER'S HVAC SPECIFICATIONS. CONTRACTOR SHALL BE
RESPONSIBLE FOR ALL ROOF PENETRATIONS AND PATCHING, ANY SCREENING OF
ROOF - MOUNTED MECHANICAL UNIT REQUIRED BY GOVERNING JURISDICTION.
30. PROVIDE OR MODIFY AS NEEDED EMERGENCY LIGHTING.
31. ALL ITEMS MARKED *N.I.C.* ARE NOT PART OF THIS CONTRACT.
32. ABBREVIATIONS THROUGHOUT THE PLANS ARE ABBREVIATIONS WHICH ARE IN COMMON USE.
THE LIST OF ABBREVIATIONS PROVIDED 15 NOT INTENDED TO BE COMPLETE OR
REPRESENTATIVE OF CONDITIONS OR MATERIALS ACTUALLY USED ON THE PROJECT. THE
DESIGNER WILL DEFINE THE INTENT OF ANY IN QUESTION.
33. DO NOT SCALE DRAWINGS. IF A DIMENSION DISCRE I PENCY IS NOTED, CONTACT DESIGNER.
34. IF BUILDING STANDARDS HAVE NOT BEEN ESTABLISHED OR HAVE BEEN ESTABLISHED OR
HAVE BEEN CHANGED FOR DOORS, RELITES, HARDWARE , DOOR AND RELITE FRAMES OR
OTHER STANDARD DETAILS, THEN CONTRACTOR MUST VERIFY WITH DESIGNER AND OWNER
PRIOR TO CONSTRUCTION.
ABBREVIATIONS
ACCOUS.
ACT.
ADJ.
A.F.F.
APPROX.
ARCH.
BLK.
BD.
BLDG. /BLD.
B/S
CAB.
CLG. /CLOG.
CL OR
CLKG.
COL.
CONT.
CONG.
CONST.
CONTR.
CPT.
G.W.
D.
DEPT.
VET.
DIAG.
DIA.
DIM.
DBL.
DWG.
D.F.
DIFF.
D.N.
E.
EA.
ELEV.
ELEC.
EMER.
EXT.
EQ.
EQPT.
EXIST.
F.I.O
F.A.
F.E.
F.E.G.
FIN.
FIXT.
F.D.
FLR.
F.O.I.C.
FT.
GA.
GALV.
GL.
G.W.B.
GYP.
H.
HOP.
HD.WD.
HD.
HM.
HORZ.
HT.
HR.
HVAG.
H.W.
I.B.G.
I NGD.
INCL.
INFO.
INTSUL.
I NTR.
JAN.
J.B.
JT.
VICINITY MAP
ACOUSTIC /ACOUSTICAL
ACOUSTICAL TILE
ADJUST /ADJUSTABLE
ABOVE FINISHED FLOOR
APPROXIMATELY
ARCHITECTURAL
BLOCK/BLOCKING
BOARD
BUILDING
BUILDING STANDARD
CABINET
CEILING
CENTER LINE
CAULKING
COLUMN
CONTI NUOUS
CONCRETE
CONSTRUCTION
CONTRACTOR
CARPET
COLD WATER
DEEP
DEPARTMENT
DETAIL
DIAGONAL
DIAMETER
DIMENSION
DOUBLE
DRAWING
DRINKING FOUNTAIN
D I FUSSER
DOWN
EAST
EACH
ELEVATION (BLDG.)/
ELEVATOR
ELECTRICAL
EMERGENCY
EXTERIOR
EQUAL
EQUIPMENT
EXISTING
FURNISHED 4
INSTALLED BY OTHER
FIRE ALARM
FIRE EXTINGUISHER
FIRE EXTINGUISHER CABINET
FINISH
FIXTURE
FLOOR DRAIN
FLOOR
FURNISHED BY OTHER
INSTALLED BY
CONTRACTOR
FOOT OR FEET
GAUGE
GALVANIZED
GLASS /GLAZING /GLAZED
GYPSUM WALL BOARD
GYPSUM
HIGH
HANDY CAP
HARD WOOD
HEAVY DUTY
HOLLOW METAL
HORIZONTAL
HEIGHT
HOUR
HEATING, VENTALATING
AIR CONDITIONING
HOT WATER
INTERNATIONAL BUILDING
CODE
INCANDESCENT
INCLUDE
INFORMATION
INSULATE (D)(ING)
INTERIOR
JANI TOR
JUNCTION BOX
JOINT
t %s 4,5401 St
LAM.
LAV.
L.
LTG.
LT.
LG. /L.
MAT.
MAX.
MFG.
MECH.
MED.
MIN.
MIN.
MISC.
MTV.
MTL.
MW.
N.
N.I.G.
N.T.S.
NO.
OFF.
O.G.
OFF.
O.F.C.I.
O.F.O.I.
PNL.
PT.
PART.
P.P.L.
PL.
P. LAM.
PLY.
Q.T.
QTY.
R.B.
R.
RAD.
REF.
REQD.
REV.
R.O.
RM.
5.
SECT.
5HT.
SIM.
SPEC.
S.
STL.
SST.
STD.
STOR.
STRUG.
SUSP.
SW.
TEL.
TEMP.
TYP.
U.L.
U.P.G.
VOL.
VAR.
V.G.T.
VERT.
V.P.
W.B.
W.G.
WD.
WT.
W/
W.H.
WT.
LAMINATED /LAMINATE
LAVATORY
LENGTH
LIGHTING
LIGHT
LONG
MATERIAL
MAXIMUM
MANUFACTURER
MECHANICAL
MEDIUM
MINIMUM
MINIMUM
MISCELLANEOUS
MOUNTED
METAL
MICROWAVE
NORTH
NOT IN CONTRACT
NOT TO SCALE
NUMBER
OFFICE
ON CENTER
OWNER FURNISHED
CONTRAGTOR INSTALLED
OWNER FURNISHED
OWNER INSTALLED
PANEL (IN )
PAINT (ED)
PARTITION
POLISHED PLATE GLASS
PLATE
PLASTIC LAMINATE
PLYWOOD
QUARRY TILE
QUANTITY
RUBBER BASE
RISER RANGE
RADIUS
REFERENCE
REQUIRED
REVISED /REVISION
ROUGH OPENING
ROOM
STAIR
SECTION
SHEET
SIMILAR
SPECIFICATIONS/
SPECIFIED
SOUTH
STEEL
STAINLESS STEEL
STANDARD
STORAGE
STRUCTURAL
SUSPEND /SUSPENDED
SWITCH
TELEPHONE
TEMPERED
TYPICAL
UNDERWRITER'S
LABORATORY
UNIVERSAL PLUMBING
CODE
VOLUME
VARIABLE/VARIES
VINYL COMPOSITION TILE
VERTICAL/VERTICALLY
VENEER PLASTIC
WOOD BASE
WALL COVERING
WOOD
WEIGHT
WIDE
WITH
WATER HEATER
WEIGHT
16040 CHRISTENSEN ROAD
TUKWILA, WA aieISS
PROJECT DATA
PROJECT ADDRESS:
GOVERNING CODE:
USE ZONE:
OCCUPANCY:
CONSTRUCTION
ENERGY CODE:
ACCESS CODE:
PLUMBING CODE:
CONTRACTOR:
MEGHANI CAL : BIDDER DESIGN
(UNDER SEPARATE
ELEGTRI GAL : BIDDER DESIGN
(UNDER SEPARATE
SPRINKLER SYSTEM: BIDDER DESIGN
(UNDER SEPARATE P
CONSTRUCT. AREA SUITE 330 - 2512 SF
LEGAL DESCRIPTION
KING COUNTY PARCEL NJMBER: BUILDING I -16040 CHRISTENSEN AVE. - 252304 -WO3g AND 252304 -gO78
KING COUNTY PARCEL NIMBER: BUILDING 2 -16000 CHRISTENSEN AVE. - 252304 -gO77
KING COUNTY PARCEL N)MBER: BUILDING 3 - 16300 CHRISTENSEN AVE. - 252304 -gO78
LEGAL DESCIPTION
PARCEL I:
That portion of the W.H. Gilliam Donation Land Claim *40 and of the southwest quarter of the southwest quarter o Section 24, Township 23 North, Range 4 East, W.M., and of Governnent Lot 1 in Section 25, Township 23
North, Range 4 East, W.M., In King County, Washington, more particularly described as follows: Commencing at the northwest corner of Parcel 2 of City of Tukwila Short Plat *15-I6 -SS as recorded under King County
Recording No. 106050098; thence south 64° 09' 52" East, 24.88 feet to a point of curvature; thence easterly 168.00 Peet along the or of a tangent curve to the left, having a radius of 935.00 feet, through a central
angle of 10° 11' 42" to the true point of beginning; thence continuing easterly 146.81 feet along the arc of a non - tangent curve to the left, having a radius of 935.00 feet, the radius point of which bears north 15° 32' 26"
east, through a central angle of ow 00' OI" to a point on said curve; thence north O6° 34' 56" east, 66.28 Peet to a point of curvature; thence northeasterly 6.86 feet along the arc of a non- tangent curve to the right
having a radius of 62.00 feet, the radius point of which bears south 22° 03' 30" East, through a central angle of 06° 20' 30" to a point of reverse curvature; thence northeasterly 25.15 feet along the arc of a tangent
curve to the left, having a radius of 20.00 feet, through a central angle of 12° 03' 23" to a point of tangency; thence north 02° 13' 31" east, 0.99 Peet; thence south 81° 46' 23" east, 6.61 feet; thence north 02° 13 31"
east, 106.11 feet; thence north 11° 04' 01" east, 5122 feet; thence north 48° 35' 00" east, 6021 Peet; thence south 8 41' 00" east, 110.00 feet; thence north 48° 11' 41" east, 55.00 feet; thence south 41° 40' 19" east,
48.19 feet; thence south 29° 41' 54" east, 49.69 feet; thence south 03° 44' 56" west, 40.48 feet; thence south 24° 03' 53" west, 48.31 feet; thence south 39° 1 22" west, 62.85 feet; thence south 32° 31' 34" west, 59.80
feet; thence south 35° 18' 26" west, 59.1 feet; thence south 39° 40' 01" west, 63.82 feet; thence south 40° 00' 21" west, 66.84 feet; thence south 29° 01' 34" west, 35.16 feet; thence south 31° 16' 45" west, 11.29 feet;
thence north 11° 25' 04" west, 105.59 Peet; thence north 12° 34' 56" east, 28.00 feet; thence north 11° 25' 04" west, 30.5 feet to a point of curvature; thence southwesterly 52.96 feet along the Or of a non- tangent
curve to the right, having a radius of 320.0 feet, the radius point of which bears north 61° 42' 51" west, through a central angle of O9° 28' 59" to a point of tangency; thence south 29° 46' 00" west, 49.36 feet; thence
north 60° 14' 00" west, 17.19 feet; thence south 81° 46' OO" west, 24.61 feet; thence south 00° 14' 00" east, 850 feet; thence south 89° 46' 00" west, 29.50 feet; thence north 00° 14' 00" west, 144.50 feet; thence south
81° 46' 00" west, 2950 feet; thence north 00° 14' 00" west, 34.00 feet; thence north I6° 05' 55" east, 20.91 feet to a point of curvature; thence southeasterly 9.43 feet along the arc of a non - tangent curve to the
left, having a radius of 968.50 feet, the radius point of which bears north 16° 05' 55" east through a central angle of 00° 33' 21" to a point on said curve; thence north 15° 32' 26" east 3350 feet to the true point of
beginning; EXCEPT that portion thereof lying within the 30 foot City of Seattle Pipeline right -of -way as recorded under King County Recordin No. 4106155. (ALSO KNOWN AS revised Lot 1, City of TUkwlla boundary line
adjustment No. 81- 40 -13LA, recorded under King County Recording } No. 8112160540; said boundary line being a revision of City of Tukwila bormdary line adjustment No. 81- 1 -BLA, recorded under King County Recording No.
8102050381, which revised City of Tukwila Short Plat No. 18 -16 -SS recorded under King County Recording No. /906050098, also recorded under King County Recording Nos. ?906050091 and 1906050099); TOGETHER
WITH a 24 foot Ingress, egress, and utilities easement over a portion of Revised Lots 3 of said City of Tukwila boundary line adjustment :4o. 81- 40 -BLA, lying 12 feet on each side of the following described centerline:
Commencing at the northwest corner of Parcel 3 of said City of Tukwila Short Plat No. 18- I6 -55; thence south 00° 14' 00" east, 91.10 feet to the point of beginning of this centerline description; thence north 89° 46' 00"
east 18450 feet to point "D "; thence continuing north 841° 46' OO" east, 22.00 feet; thence north 29° 46' 00" east, 143.36 feet to a point of curvature; thence northerly 6555 feet alont the or of a tangent curve to the
left, having a radius of 320.00 feet, through a central angle of 11° 44' 10" to the end of this centerline description; ALSO TOGETHER WITH a 25 foot ingress, egress, and utilities easement over a portion of Revised Lots
2 and 3, said boundary line adjustment No. 81- 40 -BLA, lying 125 feet on each side of the following described centerline; Beginning at Point "D "; thence north 00° 14' 00" west, 226.00 feet to the end of this centerline
description; ALSO TOGETHER WITH a 24 foot ingress, egress and utilities easement, over a portion of revised Lot 2, said boundary line adjustment No. 81- 40 -BLA, lying 12 feet on each side of the following described
centerline; Commencing at the southwest corner of Parcel I of said City of Tukwila Short Plat No. 18- 16 -55; thence north 00° 14' OO" west, 21.41 feet to the point of beginning of this centerline description; thence
southeasterly 43.10 feet along the arc of a non - tangent curve to the right, having a radius of 55.00 feet, the radius point of which bears south OO° 11' 00" west, through a central angle of 44° 54' 08" to a point of
reverse curvature; thence southeasterly 31.09 feet along the arc of a tangent curve to the left, having a radius of 100.00 feet, through a central angle of 21° 14' 59" to a point of curvature; thence southeasterly 234.41
feet along the arc of a non - tangent curve to the left, having a radius of 88 feet, the radius point of which bears north 23° 58' 01 east through a central angle of 15° 05' 50" to a point of curvature; thence
northeasterly 43.11 feet along the arc of a non- tangent curve to the left, having a radius of 80.00 feet, the radius point of which bears north 08 52' 06" east through a central angle of 30° 56' 06" to the end of this
centerline description.
PARCEL 2:
That portion of the W.M. Gillian Donation Land Claim No. 40 and of the southwest quarter of the southwest quarter of Section 24, Township 23 North, Range 4 East, W.M., and of Government Lot I in Section 25 Township
23 North, Range 4 East, W.M., In King County, Washington, more particularly described as follows: Beginning at the southwest corner of Parcel 1 of City of Tukwila Short Plat No. 18 -16-55 as recorded under King County
Recording No. 1906050098 thence north 00° 14' OO" west, 188.41 feet; thence south 89° 41' 00" east, 10.00 feet; thence north 00° 14' 00" west, 6.52 feet; thence north 10° 34' 00" west, 1131 feet; thence south 63°
01' II" east, 88.05 feet; thence south 42° 04' 00" east, 1022 feet; thence south 51° 51' 21" east, 102.40 feet; thence south 84° 35' 20 ",'c+ast, 121.50 feet; thence north 11° 04' 01" east, 25.00 feet; thence south 02° 13'
31" west, 106.11 feet; thence north 81° 46' 23" west, 6.61 feet; thence south 02° 13' 31" west, 0.91 feet to a point of curvature; thence : uthwesterly 25.15 feet along the arc of a tangent curve to the right, having a
radius of 20.00 feet, through a central angle of 12° 03' 23" to a point of reverse curvature; thence southwesterly 6.86 feet along the arc of a tangent curve to the left, having a radius of 62.00 feet, through a central
angle of Ob° 20' 30" to a point on said curve; thence south O6° 34' 56" west, 66.28 feet to a point of curvature; thence northwesterly l'4 .e1 feet along the arc of a non - tangent curve to the right, having a radius, of
4 135.00 feet, the radius point of which bears north 06° 32' 25" east, through a central angle of 01° 00' 01" to a point on said curve; thence south 15 ° 32';26" west, 33.50 feet to a point of curvature; thence westerly
9.43 feet along the arc of a non - tangent curve to the right, having a radius of 968.50 feet, the radius point of which bears north I5° 32' 26" east, through a central angle of 00° 93' 21" to a point on said curve; thence
south 16° 05' 55" west, 20.91 feet; thence south OO° 14' 00" east, 34.00 feet; thence north 81° 46' 00 east, 2150 feet; thence south 00° 14' 00".east, 144.50 feet; thence south 8 46' OO" west, 69.00 feet; thence
south 00° 14' OO" east, 850 feet; thence south 89° 46' 00" west, 115.50 feet to Point "A "; thence north 00° 14' 00" west, 341.00 feet to the point of•beginnin9. EXCEPT that portion thereof lying within the 30 foot City of
Seattle Plpellne Right -of -way as recorded under King County Recording No. 4106155; (ALSO KNOWN A5 revised Lot 2, City of Tukwila boundary line adjustment No. 81- 40 -5LA, recorded under King County Recording No.
8112160540; said boundary line being a revision of City of Tukwila boundary line adjustment No. 51-I -BLA recorded under King County Recording No. 8102030389, which Revised City of TUkwlla Short Plot No. 18- 16 -55,
recorded under King County Recording No. 1106050098, also under King County Recording Numbers 1906050011 and 1 TOGETHER WITH a 24 foot ingress, egress, and utilities easement over a portion of
revised Lot 3 of City of Tukwila Boundary Line Adjustment No. 81- 40 -BLA, lying 12 feet on each side of the following described centerline Commencing at Point"A" as described above; thence south 00° 14' 00" east,
'13.00 feet to the point of beginning of this centerline description; thence north 89° 46' 00 east, 4650 Peet to Point "B "; thence continuing north 89° 46' 00" east, 69.00 feet to- Point "C ";thence continuing north 89° 46'
00" east, 69.00 feet to Point D "; thence continuing north 89° 46' 00" east, 1250 feet to the end of this centerline description; ALSO TOGETHER WITH The following 25 foot ingress, egress and utilities easements over
portion of revised Lots I and 3 of City of Tukwila boundary Tine adjustment No. 81- 40 -BLA lying 12.5 feet on each side of the following described centerline; Beginning at Point B ", thence north 00° 14' 00" west, 13.00
feet to the end of this centerline description Beginning at Point "G ", thence north 00° 14' 00" west, 418.50 feet to the end of this centerline descriptionr,_Beginning at Point "D ", thence north 00° 14' 00" west, 226.00 feet
to the and of this centerline description.
PARCEL 3:
That portion of Government Lot I In Section 25, Township 23 North, Range 4 East, W.M., In King County, Washington, more particularly described as follows: Beginning at the Southwest corner of Parcel 4 of City of Tukwila
Short Plat No. 18 -16 -SS as recorded under King County Recording No. 1906050098; thence north 00° 14' 00" west, 210.00 feet to a point of curvature; thence northerly 104.12 feet along the arc of a non- tangent
curve to the left, having a radius of 40.00 feet, the radius point of which bears north 00° 14' 00" west thrown a central angle of 150° 00' 00" to a point of reverse curvature; thence northerly 41.89 feet along the arc
of a tangent curve to the right, having a radius of 40.00 feet, through a central angle of 60° 00' 00" to a point of tangency; thence north 00° 14' 00" west 121.31 feet; thence north 841° 46' 00" east 115.40 feet; thence
north 00° 14' 00" west 850 feet; thence north 81° 46' OO" east 18.50 feet; thence north 00° 14' 00" west 850 feet; thence north 81° 46' 00" east 24.61 feet; thence south 60° 14' 00" east 11.19 feet to Point "E ";
thence north 2q° 46' 00" east 41.36 feet to a point of curvature; thence northerly 52.96 feet along the arc of a tangent curve to the left, having a radius of 320.00 feet, through a central angle of 09° 28' 51" to a
point on said curve; thence south 11° 25' 04" east 3059 feet; thence south 12 34' 56" west 28.00 feet; thence south 11° 25' 04" east 10551 feet; thence south 3l° 16' 45" west 11.0 feet; thence south 34 31' 52" west
6054 feet; thence south 30° 51' 21" west 61.18 feet; thence south 13° 16' 05" west 53.94 feet; thence south 15° 51' 21" west 51.82 feet; thence south 13° 48' 40" west 54.33 feet; thence south 00° 38' 22" east 62.39 feet;
thence south OO° 18' 55" west 41.21 feet; thence south O1° 31' 16" east 53.11 feet; thence south 18° 21' 46" east 56.31 feet; thence south 21° 51' 11" east 8.24 feet; thence north 89° 47' 00" west 343.34 feet to the
point of beginning. (BEING KNOWN AS revised Lot 3, of City of Tukwila boundary line adjustment No. 81- 40 -BLA as recorded under King County Recording No. 8112160540, being a revision of boundary line adjustment No.
81 -I -BLA as recorded under King County Recording No. 8102050389, which revised City of Tukwila Short Plat No. 18- I6 -SS, recorded under King County Recording No. 1906050098, also recorded under King County
Recording Nos. 1906050011 and 1106050011); TOGETHER WITH a 24 foot Ingress, egress, and utility easement over a portion of revised Lot I of City of Tukwila Boundary Line Adjustment No. 81740 -BLA, lying 12 feet
on each side of the following described centerline: Commencing at Point "E" as described above: thence north 29° 46' 00" East 4936 feet to a point of curvature; thence northerly '65.55 feet along the arc of a tangent
curve to the left, having a radius of 320.00 feet, through a central angle of 11 44' 10" to a point on said curve; thence south 11 25' 04" East 30.00 feet to the end of this centerline description.
SITE PLAN
epi
16040 CHRISTENSEN RD
BUILDING #1 - SUITE 306
TUKWI LA, WA °1015f3
2006 I.B.G.
(STATE OF WASHINGTON AMENDMENTS)
TUG
B
TYPE: V -N -FULLY SPRINKLERED
2006 WASHINGTON STATE
ENERGY CODE
ICC /ANSI AI 1'7.1-2003
2006 U.P.G.
TO BE DETERMINED -
TO PERMIT I SSUA
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DRAWING INDEX
COVER SHEET
EXITING PLANS -THIRD FLOOR
PARTITION /ELECTRICAL /PHONE /DATA PLAN
REFLECTED CEILING PLAN 4 CEILING DETAILS
SEPARATE PERMIT
REQUIRED FOR
kf mechanical
ffirElectiical
*tufting
IJ Gas Piping
City of Tukwila
BUILDING DIVISION
REVISIONS
No changes shall be made to the scope
of work without prior approval of
Tukwila Building Division,
NOTE: Revisions will require a new plan submittal
and may include additional plan review fees.
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Pin.' review approval la subject to crr or3 and c
/,p proval of construction documents does riot
the violation of any adopted coda or ordinanc>«
of approved Field comaloris is adcn
• 0 P- Tic
C &fPY
Permit No.
City of Tukwila
ILDING DIVISION
minions.
authorize
. Receipt
:Wedged:
REGISTRATION
PROJECT NAME
CO
planning interiors architecture
DESIG
22002 - 64th Avenue W., Suite 2C
Mountlake Terrace, WA 98043
T: 425 - 670 -6706 F: 425 - 774 -8219
EXP. 03 -03-09
K -LINE
RIVERVIEW PLAZA
TENANT IMPROVEMENT
BUILDING 1 - FLOOR 3
SUITE 306
16040 CHRISTENSEN ROAD
TUKWILA, WASHINGTON 98188
DESIGN TEAM
PROJECT NO.:
08.095
PRINCIPAL:
CK
DRAWN BY:
VSS
CHECKED BY:
CK
ISSUED /REVISIONS
6 -24 -08 ISSUED FOR PERMIT
PROJECT CONSULTANTS
DO . ° 1 51°.
SHEET TITLE
COVER SHEET
RECEIVED
CITY OF TUKWILA
JUN 2 4 YU08
PERMIT CENTER
NELL
SCALE: I /I6 "= I '-0"
EXISTING SUITE -AREA OF CONTRACT
EXITING PLAN-THIRD FLOOR
JA MININIIII=1111011111 --C.-
EXITING ANALYSIS:
2512 RS.F / 100 =26 OCCUPANCY LOAD
26 O.L. < 50 = I EXIT REQUIRED
GOMMON PATH OF EGRESS TRAVEL:
2006 IBC SECTION 1014.3, EXCEPTION I -
TRAVEL PATHS < 100' IN/ SPRINKLERS
EXISTING GONl7ITION. PATH FROM
FURTHEST POINT 15 100' -6"
RECEIVED
CITY OF TUKWiLA
JUN 2 41008
PERMIT CENTER
planning interiors architecture
DESIG
22002 - 64th Avenue W., Suite 2C
Mountlake Terrace, WA 98043
T: 425 - 670 - 6706 F: 425 - 774 -8219
REGISTRATION
8694
PROJECT NAME
K -LINE
RIVERVIEW PLAZA
TENANT IMPROVEMENT
BUILDING 1 - FLOOR 3
SUITE 306
16040 CHRISTENSEN ROAD
TUKWILA, WASHINGTON 98188
DESIGN TEAM
PROJECT NO.:
08.095
PRINCIPAL:
CK
DRAWN BY:
VSS
CHECKED BY:
CK
n
SHEET NO.
CO NELL
PROJECT CONSULTANTS
SHEET TITLE
EXITING PLAN
DAVNA WILLIAMS DUERR
STATE OF WASHINGTON
EXP. 03-03-09
ISSUED /REVISIONS
6 -24 -08 ISSUED FOR PERMIT
Dog ..3A//
TISI.
enrrr*+ -..
DOOR SCHEDULE
POOR*
RATED
WIDTH
HEIGHT
TYPE
FRAME
MAT.
FRAME
FINISH
HARDWARE
REMARKS
302
-
3 -0"
B/5
A
B/5
B/5
HW -I
303
-
3' -0"
B/5
A
B/5
B/S
HW -I
DOOR TYPES
HARDWARE TYPES - VERIFY W/ OWNER
B/5 SOLID
CORE
P••
HW-I - TENANT INTERIOR LATCHING
I. AL DOOR AND DOORWAYS SHALL COMPLY WITH ICC /ANSI AII1.I -2003 404 CODES
2. MANUF.: BUILDING STANDARD
3 . CONTRACTOR TO REUSE AND RELOCATE EXISTING DOORS AND HARDWARE WHERE POSSIBLE.
4. ALL DOORS TO BE EQUIPPED WITH LEVER -TYPE LATCHING HARDWARE OR OTHER
APPROVED HANDICAP ACCESSIBLE CONFIGURATION P9R ICG /ANSI 40426 AND 4042.1
5. ALL DOORS TO BE OPERABLE FROM THE INSIDE WITHOUT A KEY OR ANY SPECIAL
OR EFFORT.
6. EXISTING DOORS TO REMAIN.
1. THRESHOLDS AT DOORWAY SHALL BE 1/2' MAX. IN HEIGHT PER ICC /ANSI AI1.I -2003
SECTION 4042.4.
8. FIRE DOORS SHALL HAVE THE MIN. OPENING FORGE ALLOWABLE BY THE APPROPRIATE
ADMINISTRATIVE AUTHORITY. PER IGG /ANSI AII1.I -2203 4042.8.
q. VERIFY WITH TENANT/BUILDING MANAGER WHICH DOORS WILL NEED LOCKS
rtil NOTES:
iti KNOWLEDGE
O
DEMOLITION NOTES
PARTITION NOTES
DEMO /PARTITION /ELECT. /PHONE /DATA PLAN (x
WHERE DEMOLITION OCCURS, ALL REMAINING WALLS ARE TO BE PATCHED, SANDED SMOOTH AND
PREPARED FOR FINISHING AS REQUIRED. REMOVE EXISTING FLOOR FINISHES. PATCH AND PREPARE
FLOORS AS REQUIRED FOR SMOOTH, LEVEL. FINISH.
ALL EXISTING WALL FINISHES TO BE REMOVED. WALLS ARE TO BE PATCHED, SANDED SMOOTH AND
PREPARED FOR NEW FINISHES AS REQUIRED.
WHERE NEW PARTITION MEtiS EXISTING FURRED COLUMN OR GORE WALL, REMOVE CORNER BEAD, ALIGN,
TAPE AND SPACKLE NEW PARTITION TO EXISTING GYPSUM BOARD.
ALL CONSTRUCTION TO REMAIN AND AFFECTED BY DEMOLITION SHALL BE PATCHED AND SPAGKLED AND
BE PROPERLY MEMBERED AND ALIGNED 50 AS TO LEAVE NO EVIDENCE OF PATCHING OR REPAIRS.
EXISTING ELECTRICAL AND TELEPHONE OUTLETS LOCATED ON DEMOLISHED WALLS ARE TO BE REMOVED
INCLUDING CONDUIT AND WIRING BACK TO JUNCTION BOX. LOCATIONS ARE TO BE PATCHED AND
REPAIRED TO BE FLUSH WITH ADJACENT WALL SURFACE.
WHERE PLUMBING FIXTURES ARE BEING REMOVED OR WHERE EXPOSED PLUMBING PIPES OCCUR, GAP LINES
BEHIND FINISHED SURFACES. PATCH AND REPAIR AS REQUIRED.
ALL EXISTING CONSTRUCTION WHERE INDICATED INCLUDING ELECTRICAL, TELEPHONE, PLUMBING AND
MECHANICAL DEVICES NOT OTHERWISE INDICATED ON THESE CONSTRUCTION DRAWINGS SHALL BE
REMOVED IN A CAREFUL MANNER 50 AS NOT TO DAMAGE ADJOINING CONSTRUCTION.
CONTRACTOR TO VERIFY ALL DIMENSIONS. ALL DISCREPANCIES MUST BE BROUGHT TO THE IMMEDIATE
ATTENTION OF THE ARCHITECT FOR DIRECTION.
ALL PARTITIONS, UNLESS OTHERWISE NOTED, SHALL BE CONSTRUCTED WITH METAL STUDS AT 24" O.G. WITH
5/8" TYPE 'X' GYPSUM WALLBOARD EACH SIDE.
THERE SHALL BE NO EXPOSED PIPE, CONDUIT, DUCTS, VENTS, ETC. ALL SUCH LINES SHALL BE CONCEALED
OR FURRED AND FINISHED, UNLESS OTHERWISE NOTED AS EXPOSED CONSTRUCTION ON DRAWINGS.
OFFSET STUDS, WHERE REQUIRED, SO THAT FINISHED PARTITION SURFACE WILL BE FLUSH, UNLESS
OTHERWISE NOTED. PROVIDE FURRING AT EXISTING PARTITIONS AS REQUIRED TO INSTALL ELECTRICAL
ITEMS AS INDICATED ON THE DRAWINGS.
DOOR AND CASED OPENINGS WITHOUT LOCATION DIMENSIONS ARE TO BE SIX INCHES FROM FACE AT HINGE
SIDE OF POOR TO ADJACENT PARTITIONS.
ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT USE OF KEY OR ANY SPECIAL
KNOWLEDGE OR EFFORT.
PROVIDE SHEET METAL REINFORCING (8" HORIZONTALLY MOUNTED STRIP OF 20 GA. GALVANIZED SHEET
'METAL) IN PARTITIONS FOR INSTALLATION OF WALL HUNG CABINET WORK AND PANELING WHERE INDICATED
ON DRAWINGS INCLUDING ALL OWNER PROVIDED ITEMS.
CONTRACTOR TO VERIFY DIMENSIONS FOR ALL. PLUMBING PARTITIONS.
CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR DESIGNER AND TENANT APPROVAL PRIOR TO
MANUFACTURE OF ANY CABINET WORK, MILLWORK, AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM
SHOP FABRICATED WORK.
PARTITION LEGEND
=7 DEMOLITION
EXISTING PARTITION TO REMAIN.
limiumwm B/5 TENANT PARTITION - B/5 METAL STUDS 24 "O.C. WITH 5/8' TYPE 'X' GPO ON BOTH 510E5 FROM
FLOOR TO UNDERSIDE OF HUNG CEILING. SEE DETAIL III THIS SHEET.
c B/5 3' -0" x FULL HEIGHT SAFETY GLASS RELITE IN B/S FRAME.
KEY NOTES
FINISH NOTES
I. ALIGN FINISHED SURFACES.
2. ALIGN WALL WITH CEILING GRID THIS LOCATION.
A. PAINT ALL NEW SURFACES TO MATCH EXISTING ADJACENT.
B. PROVIDE RUBBER BASE FOR ALL NEW HALLS, MATCH EXISTING SPECIFICATION.
MIN. 25 GA. MTL. STUD TOP TRACK,
BRACE TO STRUCTURE W/ EITHER
*12 GA. GLAV. STL. SUSPENSION HANGER
WIRE SET OR 25 GA. MTL STUDS 0 EY
D.G. OR 2 PER WALL SECTION
MINIMUM, ANCHOR TO TOP
TRACK PER MFG. REQUIREMENTS
R -II INSULATION IF REQ.
FOR ACOUSTICAL WALL
W/ 4' WIDE R -2I BATTS
CENTERED OVER WALL
AND CEILING GRID
CONT. STL
RUNNER CHANNEL ANCHORED
TO FLOOR W/ POWDER
ACTIVATED FASTENING
SYSTEM HILTI X -ZF 22 POT
OR EQUAL .I45 DIA. 4 EMBEDMENT
15 3/4" AT 24" OC.0 MAX
•
25 GA STUDS OR
WIRE HANGERS
1 TONAL ACOUST
BATT IF REQUIRED
MATC
EXIST.
CONT. "L" MTL
TRIM W/ PAPER WING
25 GA. GALV.3 I/2' MIL.
STUDS 0 24' O.G. TO 13
5/8" TYPE 'X' GAB.
SECTION - BUILDING STANDARD PARTITION
SCALE: N.T.S.
ELECTRICAL NOTES - VERIFY FINAL LOCATIONS W/
TENANT
ALL WALL MOUNTED TELEPHONE AND ELECTRICAL OUTLETS TO BE INSTALLED 18' ABOVE FLOOR UNLESS
OTHERWISE NOTED.
ALL/ANY CORE DRILL LOCATIONS SHALL BE VERIFIED WITH DESIGNER PRIOR TO DRILLING. ALL UNUSED CORE
DRILLS SHALL BE PLUGGED AND CAPPED AS REQUIRED TO MAINTAIN FLOOR FIRE RATING.
ALL TELEPHONE AND COMPUTER WIRES SHALL BE PULLED BY TENANTS CONTRACTOR UNLESS OTHERWISE
NOTED. ELECTRICAL CONTRACTOR SHALL PROVIDE PULL WIRES AND BOXES AT EACH LOCATION.
ELECTRICAL LEGEND - EXISTING SHOWN ONLY
N
E
GPI
NOTE:
WALL MOUNTED DUPLEX RECEFTICAL OUTLET
WALL MOUNTED DUPLEX RECEPTACLE OUTLET - DEDICATED 120V, 20A
WALL MOUNTED QUADRAPLEX RECEPTACLE OUTLET
WALL MOUNTED COMBINATION TELEPHONE AND DATA OUTLET
BLANK PLATE
NEW
EXISTING
GROUND FAULT INTERRUPTER
CONTRACTOR TO REUSE AND / OR RELOCATE EXISTING ELECTRICAL / TELEPHONE OUTLETS
WHERE POSSIBLE.
ALL EXISTING ELECTRICAL / TELEPHONE OUTLETS NOT SHOWN ARE TO REMAIN.
USE BUILDING STANDARD ELECTRICAL FIXTURES THROUGHOUT UNLESS OTHERWISE NOTED.
NOTE: TENANT TO VERIFY DATA/PHONE LOCATIONS PRIOR TO CONSTRUCTION.
•.i!', .1}7�n1P..e.,�p itR' 1# KT9!'•- RT�ww��p..m.vrY'll!" 9k.0i
P ir
WOWED fOck.
ODE COMPLIANCE
O
APpR VE
Tukwila
BUILDING ! IN15I 0
CITY OF TUKWILA
JUN 2 4 2008
PERMIT CENTER
C O
planning interiors architecture
DESIG
22002 - 64th Avenue W., Suite 2C
Mountlake Terrace, WA 98043
T: 425 - 670 -6706 F: 425- 774 -8219
REGISTRATION
DESIGN TEAM
PROJECT NO.:
08.095
PRINCIPAL:
CK
DRAWN BY:
VSS
CHECKED BY:
CK
PROJECT CONSULTANTS
timasomam
SHEET NO.
EXP. 03- 3-fl9
PROJECT NAME
K -LINE
RIVERVIEW PLAZA
TENANT IMPROVEMENT
BUILDING 1 - FLOOR 3
SUITES 306
16040 CHRISTENSEN ROAD
TUKWILA, WASHINGTON
ISSUED /REVISIONS
6 - 24 - 08 ISSUED FOR PERMIT
SHEET TITLE
DEMOLITION, PARTITION,
ELECTRICAL, PHONE,
DATA, PLANS
A1.0
HELL
SPLAYED SE 15M I G BRAG I NG WIRE ATTACHMENT
5/16" DRILL -IN EXPANSION ANCHOR MINIMUM
STRUCTURAL CONCRETE
STEEL STRAP I" WIDE X T LONG X 12
GAGE MINI
3 TURNS
SPLAYED SEISMS -C WIRE
VERTICAL HANGER WIRE ATTACHMENT
SHOT -IN ANCHOR
STRUCTURAL CONCRETE
CEILING CLIP
SGALE: N.T.S.
3 TURNS
VERTICAL WIRE HANGER
ATTACHMENTS
RECORD.
SGALE: N.T.S.
GAP DESIGN
^ 7�
I POP
RIVET
SEISMIC SEPARATION JOINT
MAX. RECOMMENDED LENGTH FOR VERT. BRACING
EMT CONDUIT: I MTL STUD (25 GA):
I /2" EMT CONDUIT < 6' 15/8° MTL STUD < 6' -2
3/4' EMT CONDUIT <8 2 1/2" MTL STUD < IO
IN EMT CONDUIT <IO' -0"
*PROVIDE ENGINEERING IF PLENUM > II' -0"
I
°
SE I SM I G SEPARATION NOTES:
I. FOR CEILING AREAS EXCEEDING 2,500 S. FT., A SEISMIC SEPARATION JOINT OR FULL HEIGHT
WALL PARTITION THAT BREAKS THE CEILING SHALL BE PROVIDED UNLESS ANALYSES ARE
PERFORMED OF THE CEILINGS BRACING SYSTEM, CLOSURE ANGLES AND PENETRATIONS TO
PROVIDE SUFFICIENT CLEARANCE.
2 • THE LAYOUT AND LOCATION OF THE SEISMIC SEPARATION JOINT SHALL BE PER THE DESIGNER
OF RECORD AND NOTED ON THE PLANS. IF A SEISMIC SEPARATION JOINT 15 REQ. BY THE
DESIGNER, THE DESIGNER MAY USE THE GENERIC JOINT DETAILED ABOVE OR A PROPRIETARY
JOINT. THE AMOUNT OF FREE MOVEMENT ( GAP DESIGN) SHALL BE PER THE DESIGNER OF
SPLAY WIRES ARE TO BE MIN.
4-12 GA. WIRES ATTACHED TO
THE MAIN BEAM. WIRES ARE
ARRAYED 0 10° FROM EACH OTHER
4 AT AN ANGLE NOT EXCEEDING
45° FROM THE PLANE OF THE CLG.
HANGER WIRES SHALL BE 12 GA. R
4' OG. OR 10 GA. rE 5' OC. TERMINAL
ENDS OF EA. MAIN OR CR055 TEE
MUST BE SUPPORTED WITHIN 8"
OF EA. WALL.
12 GA. HANGER WIRE SPACED
4' OC. ALL WIRE TIES TO EE
3 TIGHT TURNSAR.OUND ITSELF
WITHIN 3 INCHES.
OPTIONAL LATERAL BRACING SHALL
BE I2' MAX) ANDBEGIN <
FROM WALLS -SEE CHART FOR SIZES
AND VERIFY LOCAL CODE REQ.
'1*--P„44411
GEN•L SUSPENDED CEILING BRACING
SGALE: N.T.S.
LAT. FORGP BRACING 4 EA. 12
6A. WIRE SECURED TO MAIN
RUNNER WITHIN 2' -0' OF CR055
TEE AND SPLAYED 0 10° FROM EA.
OTHER 0 12' -0" O.G. BOTH
DIRECTIONS VV FIRST POINT
WITHIN 4' -0" FROM F.A. WALL
MAIN BEAM- (HEAVY DUTY)
NOTES: GROSS TEE
I. INSTALL SYSTEM IN ACCORDANCE W/ 2003 IBC, ASTM C-635 AND 0636, ASCE 1 -02 4 CISCA.
2. LATERAL BRACING 15 REQUIRED FOR CLG > 1000 5F AND NOT REQUIRED FOR GLG. < 1000
PROVIDED THEY ARE SURROUNDED BY 4 WALLS AND BRACED TO STRUCTURE. PLENUMS < 12" DO NOT
NEED LATERAL BRACING. CR055 TEES SHALL BE CAPABLE OF CARRYING THE DESIGN LOAD WITHOUT
EXCEEDING DEFLECTION EQUAL TO I/5600F ITS SPAN.
3. LATERAL FORGES BRACES SHALL BE 12' OG. ( MAX) AND BEGIN NO FURTHER THAN 6' FROM WALLS.
4. LIGHT FIXTURES < 10 1.135 SHALL HAVE I I261 HANGER. LIGHT FIXTURES > 10 U35 AND < 56 LBS
SHALL HAVE 2 12 GA. WIRES ATTACHED AT OPPOSING CORNERS OF THE LIGHT FIXTURE TO THE
STRUCTURE ABOVE. FIXTURES >56 LB5 SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE.
NOTES:
2" MI
PLUMB 1/6
SCALE: N.T.S.
8" MAX
Co
n
. THESE RECOMMENDATIONS ARE INTENDED FOR SUSPENDED CEILINGS INCLUDING GRID, PANE_
OR TILE, LIGHT FIXTURES AND AIR TEMINALS WEIGHING NO MORE THAN 4LB5. PER SQUARE
FOOT.
2. ALL WIRE T1E5 ARE TO BE THREE INCHES. TWELVE GAGE HANGER WIRE SPACED 4 FOOT ON
CENTER.
3. CHANGES IN CEILING PLANES WILL REQUIRE POSITIVE BRACING.
LATERAL FORCE BRACING
5/4" MIN. AT
UNATTACHED WALLS
NOTES:
I. WALL MOLDINGS (PERIMETER CLOSURE ANGLES) ARE REQUIRED TO HAVE A HORIZONATAL
FLANGE 2 INCHES WIDE, UNLESS ALTERNATE METHODS ARE APPROVED PRIOR TO
INSTALLATION BY THE LOCAL BUILDING DEPT. ONE END OF THE CEILING GRID SHALL BE
ATTACHED TO THE WALL MOLDING, THE OTHER END SHALL HAVE A 3/4" CLEARANCE FROM
THE WALL AND FREE TO SLIDE.
2. THE GRID SHALL BE ATTACHED AT TWO ADJACENT WALLS (POP RIVETS OR APPROVED
METHOD)
3. THERE SHALL BE A MINUMUM 3/4' CLEARANCE FROM THE END OF THE GRID SYSTEM AT
UN- ATTACHED WALLS.
4. SPREADER (SPACER) BARS OR OTHER MEANS APPROVED BY LOCAL BUILDING DEPARTMENT
SHALL BE USED TO PREVENT THE ENDS OF THE MAIN BEAMS AT PERIMETER WALLS FROM
SPREADING OPEN DURING A SEISMIC EVENT. PERIMETER WIRES SHALL NOT BE IN LIEU OF
SPREADER BARS.
5. WIRE TYING 15 ACCEPTABLE ALTERNATIVE TO SPREADER BARS.
6. SPREADER BARS ARE NOT REQ. IF A 0 10 DEGREE INTERSECTING CROSS OR MAIN 15 WITHIN 8
INCHES OF THE PERIMETER WALL.
SPREADER BAR & WALL MOLDING
SGALE: N.T.S.
SPREADER BAR OR
EQUAL TO KEEP
PERIMTER COMPONENTS
FROM SPREADING APART
NOTES:
I. HANGER AND PERIMETER WIRES MUST BE PLUMB WITHIN I IN 6 UNLESS COUNTER SLOPING WIRES
ARE PROVIDED.
2. HANGER WIRES SHALL BE 12 GAGE AND SPADED 4 FEET ON CENTER OR 10 GAGE SPACED 5
FEET ON CENTER.
3. ANY CONNECTION DEVICE AT THE SUPPORTING CONSTRUCTION SHALL BE CAPABLE OF
CARRYING NOT LESS THAN 100 POUNDS.
4. FOR ESSENTIAL FACILITIES, HANGER WIRE CONNECTIONS MUST BE CAPABLE OF CARRYING
200 POUNDS AND BRACING (SPLAY) WIRES SHALL BE CAPABLE OF CARRYING 440 POUNDS.
SHOT -IN ANCHORS IN CONCRETE ARE NOT PERMITTED FOR BRACING WIRES.
5. BRACING WIRES SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A
MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR THE
ACTUAL ESIGN LOAD, WITH A SAFETY FACTOR OF 2, WHICHEVER 15 GREATER.
b. POWDER DRIVEN FASTENERS MUST BE APPROVED FOR APPROPRIATE LOADING.
1. TERMINAL ENDS OF EACH MAIN BEAM AND CR055 TEE MUST BE SUPPORTED WITHIN 8 INCHES
OF EACH WALL WITH A PERIMETER WIRE.
4 HANGER (SUSPENSION) WIRES
SGALE: N,T.S.
CEILING GRID GENERAL NOTES
5. TANDEM FIXTURES MAY UTILIZE COMMON WIRES.
SEISMIC BRACING PERSPECTIVE
CEILING BRACING, SEE DETAIL *1
THIS SHEET
SGALE: I /8 "= I' -O"
COUNTER SLOPE/SPLAYED SEISMIC
BRACING WIRE ATTACHMENT, SEE
ATTACHMENT DETAILS THIS SHEET
ELECTRICAL FIXTURE NOTES:
I. LIGHT FIXTURES WEIGHING LESS THAN 10 POUNDS SHALL HAVE ONE 12 GAGE HANGER, WIRE
CONNECTED FROM FIXTURE TO THE STRUCTURE ABOVE. THIS WIRE MAY BE SLACK.
2. LIGHT FIXTURES WEIGHING MORE THAN 10 POUNDS AND LE55 THAN 56LB5. SHALL HAVE TWO
GAGE WIRES ATTACHED AT OPPOSING CORNERS OF THE LIGHT FIXTURE TO THE STRUCTURE
ABOVE. THESE WIRES MAY BE SLACK.
3. LIGHT FIXTURES WEIGHING MORE THAN 56 LBS. SHALL BE SUPPORTED DIRECTLY FROM THE
STRUCTURE ABOVE.
4. PENDANT MOUNTED FIXTURES SHALL BE DIRECTLY SUPPORTED FROM THE STRUGTURER ABOVE
USING A q GAGE WIRE OR AN APPROVED ALTERNATE SUPPORT WITHOUT USING THE CEILING
SUSPENSION FOR DIRECT SUPPORT.
MECHANICAL SERVICES NOTES:
I. TERMINAL) OR SERVICES WEIGHING 20LBS. BUT NOT MORE THAN 56LB5. MUST HAVE TWO 12
GAGE WIRES CONNECTING THEM TO THE CEILING SYSTEM HANGERS OR THE STRUCTURE ABOVE.
THESE WIRES MAY BE SLACK
2. TERMINALS OR SERVICES WEIGHING MORE WAN 56LB5. MUST BE INDEPENDENTLY SUPPORTED
DIRECTLY FROM THE STRUCTURE ABOVE. THESE WIRES MUST BE TAUT.
SPRINKLER NOTES:
I. FOR GE.INGS WITHOUT RIGID BRACING, SPRINKLER HEAD PENETRATIONS SHALL HAVE A 2"
OVERSIZE RING, SLEEVE OR ADAPTER THROGH THE CEILING TILE TO ALLOW FREE MOVEMENT
OF AL LEAST I" IN ALL HORIZONAL DIRECTIONS. FLEXIBLE HEAD DESIGN THAT CAN
ACCOMMODATE IN FREE MOVEMENT SHALL BE PERMITTED AS AN ALTERNATE.
E
1,1
N
NOTE:
LIGHTING NOTES
-gcP- B/5 SINGLE SWITCH
LIGHTING LEGEND
EXISTING TO REMAIN
NEW
RELOCATE EXISTING FIXTURE
LIGHTING CALCULATIONS
REFLECTED CEILING PLAN - THIRD FLOOR
PROVIDE FIRE DAMPERS AT ALL SUPPLY AND RETURN AIR OUTLETS, INLETS, OR DUCTS PENETRATING FIRE
RATED ASSEMBLIES, ENCLOSURES, WALLS, FLOORS, OR SURFACES, AND AS REQUIRED BY FIRE DEPARTMENT, IF
APPLICABLE.
CONTRACTOR SHALL OBTAIN APPROVAL FROM DESIGNER OF ALL T ERMOSTAT LOCATIONS.
ALL REQUIRED EXIT SIGNS SHALL HAVE LETTERS SIX INCHES HIGH MINIMUM AND SHALL CONFORM WITH ALL
APPLICABLE CODES.
CEILING HEIGHTS ARE FROM SLAB TO FINISHED CEILING.
LIGHT SWITCHES SHALL BE INSTALLED AT +48" A.F.F. MULTIPLE SWITCHES SHOULD BE GANGED TOGETHER
UNLESS OTHERWISE SPECIFIED.
CONTRACTOR SHALL PROVIDE EMERGENCY LIGHTING, STROBE LIGHTS, AUDIO- VISUAL ALARMS, TO MEET ALL
APPLICABLE CODES.
CONTRACTOR TO VERIFY ALL SWITCH LOCATIONS WITH TENANT PRIOR TO INSTALLATION. NUMBER OF SWITCHES
FOR OPEN AREA 15 BIDDER DESIGN. SWITCHES INDICATED ON DRAWING FOR OPEN AREA ARE FOR REFERENCE
ONLY.
CONTRACTOR SHALL PROVIDE SEISMIC BRACING ® ALL RELOCATED LIGHT FIXTURES.
CONTRACTOR SHALL PROVIDE LAMPS W/ RATED HOUSINGS WHERE FIXTURES COME IN DIRECT CONTACT WITH
INSULATION OR PROVIDE GWB TENTING PER LOCAL CODE REQUIREMENTS.
EXISTING B/5 2 x 4 FLUORESCENT LIGHT FIXTURE TO REMAIN
RELOCATED EXISTING B/5 2 x 4 FLUORESCENT LIGHT FIXTURE
• B/5 EXISTING SPRINKLER HEAD LOCATIONS FOR INFORMATION ONLY (SPIRNKLERS UNDER
SEPARATE PERMIT)
HVAC VENT FOR REFERENCE ONLY, BIDDER DESIGN, UNDER SEPARATE PERMIT
B/5 FLUORESCENT DOWNLIGHT
INDICATES 24 HOUR FIXTURE YV/ BATTERY BACK -UP FOR INTEGRATED EMERGENCY PATH
LIGHTING
ILLUMINATED EXIT SIGN W/ EMERGENCY LIGHTS - DIRECTION OF ARROW, LITHONIA LQM 5 W G
120 / 211 EL N WHITE THROMOPLASTIG LED EXIT, SINGLE STENCIL FACE W/ EXTRA FACE
PLATE, GREEN LETTERS, W/ NICAD BATTERY BACKUP., NO. 588081
CONTRACTOR TO REUSE AND / OR RELOCATE EXISTING LIGHT FIXTURES AND SWITCHES WHERE
POSSIBLE.
CONTRACTOR TO RESWITCH / RECIRGUIT LIGHT SWITCHES AND LIGHT FIXTURE5 AS NEEDED.
ALL EXISTING LIGHT FIXTURES / SWITCHES NOT SHOWN ARE TO REMAIN.
ALL EXISTING LIGHT FIXTURES TO REMAIN WITHIN TENANT SPACE, NO PROPOSED CHANGE IN ENERGY USAGE. FOR
.._
REVIEWED
CODE
APPROVED
JUL 0 8 2U 1
City Of Tukwila
ILDIN DIVISION
RECEIVED
CITY OF TUKWILA
JUN 2 41008
PERMIT CENTER
CO NELL
planning interiors architecture
DESIG
22002 - 64th Avenue W., Suite 2C
Mountlake Terrace, WA 98043
T: 425 - 670 -6706 F: 425 - 774 -8219
REGISTRATION
8094
PROJECT NAME
K -LINE
RIVERVIEW PLAZA
TENANT IMPROVEMENT
BUILDING 1 - FLOOR 3
SUITE 306
16040 CHRISTENSEN ROAD
TUKWILA, WASHINGTON 98188
DESIGN TEAM
PROJECT NO.:
08.095
PRINCIPAL:
CK
DRAWN BY:
vSS
CHECKED BY:
CK
BEINEEINEMEIESEEMENNIE
ISSUED /REVISIONS
6 -24 -08 ISSUED FOR PERMIT
PROJECT CONSULTANTS
SHEET TITLE
REFLECTED CEILING
PLAN & CEILING DETAILS
SHEET NO.
DAVNA WLLIAMB DIEM
STATE OF WASHNC TON
EXP. O3--03-09
A2.0