HomeMy WebLinkAboutPermit D08-160 - CONSANI SEIMS - PARTITIONS, DOORS AND RELITESCONSANI SEIMS
16300 CHRISTENSEN RD
SUITE 213
D08 -160
Parcel No.: 2523049078
Address: 16300 CHRISTENSEN RD TUKW
Suite No:
Tenant:
Name: CONSANI SEIMS
Address: 16300 CHRISTENSEN RD SUITE 213 , TUKWILA WA
Owner:
Name: BRCP RIVERVIEW PLAZA LLC
Address: 248 HOMER AVE , PALO ALTO CA 94301
Phone:
Contact Person:
Name: APRIL FILIPPI
Address: 22002 64 AVE 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:
NEW INTERIOR PARTITIONS, NEW DOORS, NEW RELITES
Value of Construction: $8,750.00 Fees Collected: $358.43
Type of Fire Protection: SPRINKLERS International Building Code Edition: 2006
Type of Construction: V -B Occupancy per IBC: 0008
doc: IBC -10/06
CitAf 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 - 160
Issue Date: 04/16/2008
Permit Expires On: 10/13/2008
Expiration Date: 03/04/2010
D08 -160 Printed: 04 -16 -2008
Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: N
Fire Loop Hydrant:
Flood Control Zone:
Hauling:
Land Altering:
Landscape Irrigation:
Moving Oversize Load:
Sanitary Side Sewer:
Sewer Main Extension: Private: Public:
Storm Drainage:
Street Use: Profit: N Non - Profit: N
Water Main Extension: Private: Public:
Water Meter:
Permit Center Authorized Signature:
governing this work will be complied
Print Name:
doc: IBC -10/06
City A Tukwila •
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
N
N
N
Number: 0 Size (Inches): 0
Start Time:
Volumes: Cut 0 c.y.
Start Time:
Date: C L hC/ f /1/4.
I hereby certify that I have read and _ - ed this permit and know the same to be true and correct. All provisions of law and ordinances
, whether specified herein or not.
Permit Number: D08 - 160
Issue Date: 04/16/2008
Permit Expires On: 10/13/2008
End Time:
Fill 0 c.y.
End Time:
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.
Signature: \ l�G Date: - 1 -lb X
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 -160 Printed: 04 -16 -2008
Parcel No.: 2523049078
Address: 16300 CHRISTENSEN RD TUKW
Suite No:
Tenant: CONSANI SEIMS
1: ** *BUILDING DEPARTMENT CONDITIONS * **
• •
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: http://www.ci.tukwila.wa.us
PERMIT CONDITIONS
Permit Number: D08 - 160
Status: ISSUED
Applied Date: 04/01/2008
Issue Date: 04/16/2008
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 coverage and operability of portable fire extinguishers, sprinkler systems and fire alarm systems during
demolition and construction.
doc: Cond -10/06
D08 -160 Printed: 04 -16 -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
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: No point in a building may exceed the maximum exit access travel distance listed in Chapter 10, section 1015, Table
1015.1 of the International Fire Code and International Building Code.
20: Minimum widths of corridors shall be maintained in accordance with Chapter 10 of the International Building Code and
the International Fire Code.
21: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort.
(IFC 1008.1.8.3 subsection 2.2)
22: 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: 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)
24: 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)
25: All new sprinlder systems and all modifications to existing sprinkler systems shall have fire department review and
approval of drawings prior to installation or modification. New sprinkler systems and all modifications to 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 sprinlder work shall commence without approved drawings. (City Ordinance #2050)
26: All sprinlder 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)
27: 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)
28: Local U.L. central station supervision is required. (City Ordinance #2051)
29: The installation of wiring and equipment shall be in accordance with N.F.P.A. 70, Article 760, Fire Protective
Signaling Systems. (NFPA 72- 1.3.3)
doc: Cond -10/06
D08 -160 Printed: 04 -16 -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
30: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this
project.
31: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70)
32: An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall
provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC
110.26(A) thru F(2))
33: Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22)
34: Doors into electrical control panel rooms shall be marked with a plainly visible and legible sign stating "ELECTRICAL
ROOM" or similar approved wording. (IFC 605.3.1)
35: 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)
36: When walls and ceilings are required to be of fire resistive or noncombustible construction, interior finish materials
shall meet the requirements of International Building Code 803.
37: 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.
38: 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)
39: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and
#2051)
40: To schedule all construction fire - related inspections send an e -mail to fireinsprequest @ci.tukwila.wa.us. Include your
name, telephone number, permit number, project name and address and type of inspection requested.
41: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of
such condition or violation.
42: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at
(206)575 -4407.
doc: Cond - 10/06
* *continued on next page **
D08 -160 Printed: 04 -16 -2008
Print Name:
cp.,,s , QE.Nt-rd 0
doc: Cond -10/06
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
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.
\ 0 Signature: \ Date: ` 0
D08 -160 Printed: 04 -16 -2008
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http:.•:'is ivw. ci. tukwila. Wa. us
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
* *Please Print **
SITE LOCATION
King Co Assessor's Tax No.: Z5Z 3oy -4i7 7s
Site Address. CV l VI �J'��di1 Suite Number: Z 13 Floor: Z
//
Tenant Name: (C'� 01115aW ��
1 I - e I rvi5 New Tenant: IX Yes ❑ ..No
Property Owners Name: C/Q U 1/11 GQ PrCp, .j
Mailing Address: 1‘),SCO 1‘), Gn,eriskek-FAsin Zci . e4e . 1(6 •u kw i la w A qg I g8
State Zip
CONTACT PERSON - who do we contact when your permit is ready to be issued
Name: A pr1 I 1 I 1 pp l
Mailing Address: Z ZOnZ. l-t Av- e, td
�+ 1 "c City State Zip
E -Mail Address: C1Pr 1 � t Coin t't 11O e...5i JV) . cow Fax Number: @25 ne{ `g2 q
GENERAL CONTRACTOR INFORMATION —
(Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5))
Company Name:
Q;UpphcationsTonns- Applications On Line U -2006. Permit Application.doe
Revised: 9 -2006
bh
• •
Contractor Registration Number:
Building Permit No. D3 g - I (a
Mechanical Permit No.
Plumbing/Gas Permit No.
Public Works Permit No.
Project No.
(For office use only)
City
Day Telephone (V5) G 7 0 -6 70G
Meunflalca... Terlrac.:e_ wf cig0
Mailing Address:
City
Contact Person: Day Telephone:
E -Mail Address: Fax Number:
Expiration Date:
State
Zip
ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record
Company Name: t.Avlt4,Q .0 De_500 6179u
Mailing Address: 2ZCbZ t oC �'LL 0-- A4M.1 it42:Veineet ce, wP aiO I3
City State Zip
Contact Person: A pfl I fi l i pot _ 1 Day Telephone:&26 < -6 766
E -Mail Address: (Apr.,Ict� QO . ()Owl Fax Number: (n 7 7q- $Z
t
ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record
Company Name: /V I/
Mailing Address:
City State Zip
Contact Person: Day Telephone:
E -Mail Address: Fax Number:
Page 1 of 6
BUILDING PERMIT INFORMATION - 206 - 431 -3670
Valuation of Project (contractor's bid price): $ 1%756 Existing Building Valuation: $ 27 5COJ, GOO
Scope of Work (please provide detailed information): A m J I Vl- for pariiii OrY3 dl.Q.t..J
_CIOCIr5 VIVA) 1 •
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: gX t . Compact: E% l Handicap: XISt.
Will there be a change in use? ❑ Yes No If yes ", explain:
FIRE PROTECTION /HAZARDOUS MATERIALS:
Sprinklers ❑ Automatic Fire Alarm
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 84.2" x I I " paper including quantities and Material S ety Data Sheets.
SEPTIC SYSTEM
❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
Q: ApplicationsWotms- Applications On LineV -2006 - Permit Applicetion.doc
Revised 9-2006
bh
• •
No If yes, a separate permit and plan submittal will be required.
❑ None ❑ Other (specify)
Page 2 of 6
Existin
Interior Remodel
Addition to
Existing
Structure
New
Type of
Construction per
IBC
Type of
Occupancy per
[BC
P Floor
Floor
. 7, 3093E
17.48
A '
v -A
Floor
Floors thru
-
Basement
Accessory Structure
Attached Garage
Detached Garage
Attached Carport
Detached Carport
Covered Deck
Uncovered Deck
•
BUILDING PERMIT INFORMATION - 206 - 431 -3670
Valuation of Project (contractor's bid price): $ 1%756 Existing Building Valuation: $ 27 5COJ, GOO
Scope of Work (please provide detailed information): A m J I Vl- for pariiii OrY3 dl.Q.t..J
_CIOCIr5 VIVA) 1 •
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: gX t . Compact: E% l Handicap: XISt.
Will there be a change in use? ❑ Yes No If yes ", explain:
FIRE PROTECTION /HAZARDOUS MATERIALS:
Sprinklers ❑ Automatic Fire Alarm
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 84.2" x I I " paper including quantities and Material S ety Data Sheets.
SEPTIC SYSTEM
❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
Q: ApplicationsWotms- Applications On LineV -2006 - Permit Applicetion.doc
Revised 9-2006
bh
• •
No If yes, a separate permit and plan submittal will be required.
❑ None ❑ Other (specify)
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 Oy�NR OR AIy1 A ,
Date: 3 31 /48
•ty 1
F � Day Telephone: 67Q — Print Name: ► Mailing Address: 2002 (2 t t Da Tele hone: &25) �
Ave • w S#e . ZC. mouvi tk* k2 TekIr4UC>e i W A q8.0
City State Zip
Date Application Expires:
- I - 0 3
Date Application Accepted:
Q ApptieationsWomu'Applieations On LineU -2006 - Permit Application.doe
Revised 9 -2006
bh
Staff Initials:
Page 6 of 6
Receipt No.: R08 -01212
Initials: JEM
User ID: 1165
Payee: UNICO PROPERTIES LLC
ACCOUNT ITEM LIST:
Description
doc: Receipt -06
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.
RECEIPT
Parcel No.: 2523049078 Permit Number: D08 -160
Address: 16300 CHRISTENSEN RD TUKW Status: APPROVED
Suite No: Applied Date: 04/01/2008
Applicant: CONSANI SEIMS Issue Date:
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Check 6655 219.00
Account Code Current Pmts
000/322.100 214.50
000/386.904 4.50
Total: $219.00
Payment Amount: $219.00
Payment Date: 04/16/2008 04:30 PM
Balance: $0.00
1287 04/17 9711 TOTAL 219.00
Printed: 04 -16 -2008
Parcel No.: 2523049078 Permit Number: D08 -160
Address: 16300 CHRISTENSEN RD TUKW Status: PENDING
Suite No: Applied Date: 04/01/2008
Applicant: CONSAMI SEIMS Issue Date:
Receipt No.: R08 -00995 Payment Amount: $139.43
Initials: WER Payment Date: 04/01/2008 01:32 PM
User ID: 1651 Balance: $219.00
Payee: CONNELL DESIGN GROUP
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Check 15504 139.43
ACCOUNT ITEM LIST:
Description
PLAN CHECK - NONRES
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Fax: 206 -431 -3665
Web site: http: / /www. ci. tukwila. wa. us
RECEIPT
Account Code Current Pmts
000/345.830 139.43
Total: $139.43
WO 04/01 0711 TOTAL. 139.43
doc: Receiot -06 Printed: 04 -01 -2008
Prod t:
! ."D/ ,si4 /V ' tS-i
Type of Inspection:
, - t4 /
Address
/60 40�/S//3
Date C ed:
Al 1 c/
Special Instructions:
Cu ;
10
Date Wanted:
.----8 -05
p.m.
Requester:
Phone No
{�3
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
PERMIT NO.
(206)431 -3670
Approved per applicable codes. Corrections required prior to approval.
COMMENTS:
E FVic. A fie d J
ef e)
Inspect‘.
Date: r
7
❑ $58.00 REINSPECTION FEE REQUIRED. Prior o inspection. fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection.
Receipt No.:
'Date:
�-' r� �.a:iG�.a�.ti:fl@ak'S.9A�n�, e - � . . - - � `p ' m_._.s.e pie �.�
Pro ect:
Type of Inspection:
Address:
(ca306 cl• rTerts' i
Date Called:
4.
Special Instructions:
Date Wanted:
rm..
p.m.
Requester:
Phone No:
CITY OF TUKWILA BUILDING DIVISION
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
Approved per applicable codes. Corrections required prior to approval.
COMMENTS:
Inspector:C
Date: S J
$58.00 REINSPECTION FEE REQUIRED. Prior o inspection, fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection.
Receipt No.:
Date:
Project: •
(l eiti5 f
-
Sfonc
Type of Inspection:
pi) 7A!G
Address:
l,6 340 (
a �
Date Called:
Special Instructions:
/
/
Date Wanted:
Lt_ J e m,6
a.m.
Requester:
Phone No:
2a4 - 76 6-
?
74,
INSPECTION RECORD
INSPECT ON NO. Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
PERMIT NO.
(206)431 -3670
COMMENTS:
Inspector:
Date:
Approved per applicable codes. Corrections required prior to approval. l;`
$58.00 REIN SPECTION FEE R QU IRED. Prior o inspgction. fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection.
Receipt No.:
Date:
Project: (,vM,/!
in 7
Type Inspection:
t' kJ r9 tom. SP2 , i4ea t - ...
Hood &Duct;
Address: 0
Suite #: 7.13
lit f4
Contact Pers
',4-yt, -
Occupancy Type:
Special Instructions:
Phone No.:
,�
� `
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood &Duct;
Monitor:
Pre -Fre:
Permits:
Occupancy Type:
INSPECTION NUMBER
CITY OF TUKWILA FIRE DEPARTMENT
4 44 Andover Park East, Tukwila Wa. 98188 206- 575 -4407
..0 Approved per applicable codes.
INSPECTION RECORD
Retain a copy with permit
DO1 /4,0
PERMIT NUMBERS
Corrections required prior to approval.
COMMENTS:
b Plc t ro - j Nr D4 -- /Ilo e raj N S - A} 5'/// fk' XS
es-
{/ /
o 1<
Inspector:,,
iZ
I Date: 5. ? 68
rs..
$80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
e City of Tukwila Finance Department. Call to schedule a reinspection.
Word /Inspection Record Form.Doc
1/13/06
T.F.D. Form F.P. 113
Project: C o h s y r1; 5 ni 3
Type of Inspection:
S )etert— ic.-Qt.okA.
Address: /630o Ch f i Jtt.9 srn 44r
Suite #: Z /
Contact Person:
Special Instructions:
Phone No::
NeedsShift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct :
Monitor:
Pre -Fire:
Permits: _
Occupancy Type:
INSPECTION NUMBER
INSPECTION :RECORD
Retain a copy with permit
140
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
Sp. O en_ . .. C n4 Ji.4c •
•
.4
•
•
nspector: 5() , �" j ". •
Date: ric .
-/
$80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
e 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
•
r '
4
ACTIVITY NUMBER: D08 -160 DATE: 04 -01 -08
PROJECT NAME: CONSAMI SEIMS
SITE ADDRESS: 16300 CHRISTENSEN RD STE 213
X Original Plan Submittal
Response to Correction Letter #
Response to Incomplete Letter #
Revision # After Permit Issued
DEPARTMENTS:
DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 04-03-08
Complete
Comments:
TUES/THURS ROUTING:
Please Route
Documents/routing slip.doc
2 -28 -02
PLAN REVIEW/ROUTING SLIP
Iv(
REVIEWER'S INITIALS:
612- i flivb 4-14--
Fire Prevention
Structural
Incomplete
Structural Review Required
APPROVALS OR CORRECTIONS:
Approved n Approved with Conditions
Notation:
REVIEWER'S INITIALS:
n
n
DATE:
kik-
Planning Division
Permit Coordinator
Not Applicable
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
No further Review Required
n
DUE DATE: 05-01 -08
Not Approved (attach comments) n
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
License Information
License
GATEWCS992C3
Licensee Name
GATEWAY CONSTRUCTION SRVCS INC
Licensee Type
CONSTRUCTION CONTRACTOR
UBI
602086011
Ind. Ins. Account Id
754100
Business Type
CORPORATION
Address 1
701 DEXTER AVE N SUITE 420
Address 2
City
SEATTLE
County
KING
State
WA
Zip
98109
Phone
2066219111
Status
ACTIVE
Specialty 1
GENERAL
Specialty 2
UNUSED
Effective Date
2/26/2001
Expiration Date
3/4/2010
Suspend Date
Separation Date
Parent Company
Previous License
NIELSC *02708
Next License
Associated License
Business Owner Information
Name
Role
Effective Date
Expiration Date
SACCO, RONALD
PRESIDENT
02/26/2001
Impaired
Date
NIELSEN, CRISTIAN
VICE PRESIDENT
02/26/2001
RLI
INSURANCE
CO
Bond
Information
Bond
Bond
Company
Name
Bond
Account
Number
Effective
Date
Expiration
Date
Cancel
Date
Impaired
Date
Bond
Amount
Received
Date
#2
RLI
INSURANCE
CO
SRS 1008614
02/26/2002
Until
Cancelled
$12,000.00
03/04/2002
Look Up a Contractor, Electr or Plumber License Detail
Washington State Department of Labor and Industries
General/Specialty Contractor
A business registered as a construction contractor with L &I to perform
construction work within the scope of its specialty. A General or Specialty
construction Contractor must maintain a surety bond or assignment of
account and carry general liability insurance.
S
Page 1 of 2
https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= GATEWCS992C3 04/16/2008
GENERAL NOTES
I. ALL CONSTRUCTION SHALL COMPLY WITH THE CURRENT REGULATORY CODES FOR THE STATE
OF WASHINGTON AND THE LOCAL JURISDICTIONS. SEE PROJECT DATA SECTION FOR CURRENT
APPLICABLE CODES.
2. CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, DETAILS, ETC., AND
NOTIFY THE DESIGNER OF ANY AND ALL DISCREPANCIES PRIOR TO PROCEEDING WITH THE
WORK.
3. CONTRACTOR SHALL VERIFY ALL "BUILDING STANDARDS" WITH BUILDING LANDLORD PRIOR
TO BEGINNING ANY WORK. HOWEVER, THERE SHALL BE NO DEVIATIONS WHATSOEVER FROM
THE CONTRACT DOCUMENTS WITHOUT THE DESIG■ER'S WRITTEN APPROVAL THEREOF. THE
CONTRACTOR AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGNER HARMLESS FROM
ANY CLAIMS ARISING AS A RESULT OF UNAPPROVED CHANGES.
4. ALL DEBRIS SHALL BE REMOVED FROM THE PREMISES AND ALL AREAS SHALL BE LEFT IN
A CLEAN (BROOM) CONDITION AT ALL TIMES.
5. APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED BY ANY
WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT THE SAME INFORMATION AS WELL AS
ALL REVISIONS, ADDENDA AND CHANGE ORDERS. THE CONTRACTOR SHALL ALSO
MAINTAIN IN GOOD CONDITION, ONE COMPLETE SET OF PLANS WITH ALL REVISIONS,
ADDENDA AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES WHICH ARE TO BE UNDER
THE CARE OF THE JOB SUPERINTENDENT.
6. ALL OPERATIONS CONDUCTED ON THE PREMISES SHALL NOT BE OBJECTIONABLE BEYOND
THE PROPERTY BOUNDARY LINES BY REASON OF NOISE, STEAM, 0170R, 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.
1. 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.
q. 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.
I. 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 IS IN PROGRESS AND UNTIL THE JOB IS COMPLETED.
15. ALL WORK SHALL BE GUARANTEED FOR A PERIOD OF ONE (I) YEAR AFTER COMPLETION,
UNLESS OTHERWISE SPECIFIED AND SHALL BE SO STATED IN CONTRACTOR'S WRITTEN
PROPOSAL AND AGREEMENT. ALL REPAIRS, CORRECTIONS AND DISCREPANCIES ETC.,
MUST BE MADE WITHOUT ANY ADDITIONAL COST TO THE OWNER, AND WITHIN FIVE (5) DAYS
AFTER NOTICE IS GIVEN.
16. LATHING, PLASTER AND GYPSUM WALL BOARD SYSTEMS SHALL CONFORM TO THE CHAPTER
25 OF THE 2006 1.13.C.
II. ALL EXPOSED GYPSUM BOARD TO HAVE METAL EDGES AT ALL CORNERS AND WALL
INTERSECTIONS.
IS. ALL. GLASS AND GLAZING SHALL COMPLY WIT4 THE 2006 IB.C.. AND THE
U.S. PRODUCT SAFETY COMMISSIONS: SAFETY 'TANDARD FOR ARCHITECTURAL GLAZING
MATERIALS.
Iq. 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 IO AND LOCAL
FIRE MARSHAL REQUIREMENTS.
21. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY
SPECIAL KNOWLEDGE OR EFFORT.
22. FIRE EXTINGUISHERS: VERIFY REQUIREMENTS AND LOCATIONS WITH THE FIRE MARSHAL.
CONTRACTOR TO SUPPLY FIRE EXTINGUISHERS AND CABINETS AS REQUIRED.
23. ELECTRICAL ROUGH -IN AND REFLECTED CEILING PLAN ARE FOR THE GENERAL INFORMATION
OF THE CONTRACTOR. EXACT LOCATIONS SHOULD BE VERIFIED.
24. FLAMMABLE LIQUIDS SHALL NOT BE PLACED, STORED OR DISPENSED IN THIS OCCUPANCY
EXCEPT AS PROVIDED IN N.F.PA. STANDARD 30 AND THE CURRENT UNIFORM FIRE CODE.
PERMIT MAY BE REQUIRED.
25. ALL DRAPES, HANGINGS, CURTAINS, DROPS AND ALL OTHER DECORATIVE MATERIAL,
INCLUDING CHRISTMAS TREES THAT WOULD TEND TO INCREASE THE FIRE AND PANIC HAZARD
SHALL BE MADE FROM NONFLAMMABLE MATERIAL, OR SHALL BE TREATED AND MAINTAINED
IN A FIRE RETARDANT SOLUTION OR PROCESS APPROVED BY THE COUNTY FIRE MARSHAL.
PROVIDE A CERTIFICATION TO THIS EFFECT.
A. EXIT DOORS, EXIT LIGHTS AND FIRE EXTINGUISHER LOCATIONS SHALL NOT BE
CONCEALED OR OBSTRUCTED BY ANY DECORATIVE MATERIAL.
B. MINIMUM FLAME SPREAD CLASSIFICATION OF INTERIOR FINISHES SHALL BE PER
THE 2006 I.13.G.
28. ALL LAY -IN ACOUSTICAL CEILING GRIDS SHALL BE INSTALLED AND SECURED PER THE
2006 !B.C. STANDARDS FOR EARTHQUAKE ZONE D, ASME 0635, Cb36.
27. PROVIDE OR MOD IFY 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.
28. TENANT TO PROVIDE AND INSTALL THE TELEPHONE AND DATA COMMUNICATION CABLING.
CONTRACTOR TO COORDINATE SCHEDULING AND OTHER REQUIREMENTS WITH TENANT.
2q. MECHANICAL SYSTEM: CONTRACTOR SHALL VERIFY AND PROVIDE A COMPLETE HVAG
SYSTEM WHICH CONFORMS TO THE OWNER'S HVAG 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 IS NOT INTENDED TO BE COMPLETE OR
REPRESENTATIVE OF CONDITIONS OR MATERIALS ACTUALLY USED ON THE PROJECT. THE
DESIGNER WILL DEFINE THE INTENT OF ANY IN QUESTION.
33. DO NOT SCALE DRAWINGS. IF A DIMENSION DISGREPENGY 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.
AFPROX.
ARCH.
BLK.
BD.
BLDG./5LO.
B/S
GL CAB.
CL OR C
CLKG.
COL.
CONT.
CONC.
CONST.
CONTR.
CPT.
D.
DEFT.
DET.
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.G.
FIN.
F
FLR.
F.O.I .C.
FT.
GA.
GALV.
GL.
GAB.
GYP.
H.
HGP.
HD.WD.
HD.
NM.
HORZ.
HT.
HHVAC.
HJN.
NW.
NCL.
NFO.
NTSUL.
NTR.
JAN.
JB.
JT.
ACOUSTIC /ACOUSTICAL
ACOUSTICAL TILE
ADJUST/ADJUSTABLE
ABOVE FINISHED FLOOR
APPROXIMATELY
ARCHITECTURAL
BLOCK/BLOCKING
BOARD
BUILDING
BUILDING STANDARD
CABINET
CEILING
CENTER LINE
CAULKING
COLUMN
CONTINUOUS
CONCRETE
CONSTRUCTION
CONTRACTOR
CARPET
COLD
PEEP
DEPARTMENT
DETAIL
DIAGONAL
DIAMETER
DIMENSION
DOUBLE
DRAWING
DRINKING FOUNTAIN
DIFU- SER
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 SY OTHER
INSTALLED BY
CONTRACTOR
FOOT OR FEET
GAL
GLASS /GLAZING /GLAZED
GYPSUM WALL BOARD
GYPSUM
HIGH
HANDY CAP
HARD WOOD
HEAVY DUTY
HOLLOW METAL
HORIZONTAL
HEIGHT
HEATING VENTALATING
AIR CONDITIONING
HOT WATER
NTERNATIONAL BUILDING
CODE
NCANDESCENT
NCLUDE
NFORMATION
NSULATE (D)(ING)
NTERIOR
JANITOR
JUNCTION BOX
JOINT
LAM.
LAN/.
L.
LTG.
LT.
LGJL.
MAT.
MAX.
MFG.
MECH.
MED.
MIN.
MIN.
MISC.
MTD.
MTL.
MW.
N.
N.I .G.
N.T.S.
NO.
OFF.
O.G.
OFF.
O .F.0.I.
O.F.O.I .
PT.
PART.
P.P.L.
PL.
P. LAM.
PLY.
R.B.
R.
RAD.
REF.
READ.
REV.
R.O.
RM.
S.
SECT.
SHT.
SIM.
SPEC.
S.
SST.
STD.
STOR.
STRUC.
SUSP.
SW.
TEL.
TEMP.
TYP.
U.L.
U.P.G.
VOL.
VAR.
V.G.T.
VERT.
Y.P.
W.
P.
W.H.
WT.
LAMINATED/LAMINATE
LAVATORY
LENGTH
LIGHTING
LIGHT
LONG
MATERIAL
MAXI MUM
MANUFACTURER
MECHANICAL
MEDIUM
MINIMUM
MINIMUM
MISCELLANEOUS
MOUNTED
METAL
MICROWAVE
NORTH
NOT I N CONTRACT
NOT TO SCALE
NUMBER
OFFICE
ON CENTER
OWNER FURNISHED
CONTRACTOR INSTALLED
OWNER FURNISHED
OWNER INSTALLED
PANEL (EP)
PARTI TI ON
POLISHED PLATE GLASS
PLATE
PLASTIC LAMINATE
PLYWOOD
QUARRY TILE
QUANTI
RUBBER BASE
RISER RANGE
RADIUS
REFERENCE
REQUIRED
REVISED/REVISION
H O
R OPENING
STAIR
SECTION
SHEET
SIMILAR
SPECIFICATIONS/
SPECIFIED
S SOUTH
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
WATER HEATER
WEIGHT
r
VICINITY MAP
16300 Christensen Rd;
SUdt &Ie TI A 98188 `.
PROJECT DATA
PROJECT ADDRESS:
GOVERNING GODE:
USE ZONE:
QC CWANCY:
CONSTRUCTION TYPE: V -N -FULLY SFRINKLERED
ENERGY CODE:
ACCESS CODE:
PLUMBING CODE:
CONTRACTOR:
MECHANICAL:
ELECTRICAL:
SPRINKLER:
SUITE 100
16500 CHRISTENSEN RD
SUILDING #3 - SUITE 213
TUKW I LA, WA 1E5188
2006 I.S.G.
(STATE OF WASHINGTON
AMENDMENTS)
TUG
2006 WASHI NGTON STATE
ENERGY CODE
IGG /ANSI AII7.I -2003
2006 U.P.G.
TO BE DETERMINED PRIOR
TO PERMIT ISSUANCE
BIDDER DESIGN
(UNDER SEPARATE PERMIT)
BIDDER DESIGN
(UNDER SEPARATE PERMIT)
BIDDER DESIGN
(UNDER SEPARATE PERMIT)
1,259 SF
SITE-PLAN
;elito‘
peg
CHRISTENSEN ROAD
1.J ain jinni
DRAWING INDEX
TI.O COVER SHEET
TI.I SECOND FLOOR EXITING PLAN
AI SECOND FLOOR PARTITION PLAN 4
REFLECTED CEILING PLAN
A2.O RCP SECTIONS AND DETAILS
BUILDING 3 - FLOOR TWO KEY PLAN
LEGAL DESCRIPTION
KING COUNTY PARCEL NJP' R: BUILDING I - 16040 CHRI5TEN51 N AVE. - 2523O4 -9OS AND 252304 -
KING COUNTY PARCEL NJMBER: BUILDING 2 - 16000 CHRISTENSEN AVE. - 252304 -
KING COUNTY PARCEL NJMBER: BUILDING 3 - 16300 CHRI5TEN5EN AVE. - 252304 -
r EG M rw= P11 N
PA I.
That portion of the MLH. 6lnian >7onot(on Lend Claim *40 and or the southwest oftcrter of the soutir+est evertor of Section 24, Torrehip 25 forth, Rave 4 East, MLM, and of 6overnan.nt Lot I In Section 23; Tornehip 25
North, Range 4 East, AK, In King County, Washington, more particvka'4 described as follows' Commencing at the northwest corner of Parcel 2 of City of TUluy lla Short Plat *118 -16-6 as recorded under Kiiy Canty
Recording No. 1406030048 thence south 64° O4' 52" East, 24.88 feet to a ppoort or curvature; thence easterly 165.00 feet along the arc of a tangent curve to the left, having a radius or 493.00 feet, thresh a central
ogle of Ice I7' 42 to the true point or begimkg; thence contirving easterly 14657 feet along the arc or a non- ta19ent arrve to the lett, having a radius of g35.00 feet, the radius point of rhich bears north T5• 52' 26'
east, through a central algie of 04' 00' 01' to a point an said arras; thence north 06' 94' 56" east, 6628 feet to a point of carvaturei thence northeasterly 6.S6 feet along the arc Of a non - tangent cute to the right,
haring
ur ve to the lef 62.00
having a radius , the radke point of rihich becra south 22
ius of 20.00 feet, through central angle of"12' 05' 29" "t to av a point central tense/icy; thence north 02. 5' point east, O .qa f eet; thence south Si' 46 2 ' east, 6.61 feet; thence north 02 IV 31"
east, 106.11 feet; thence north 71° 04' 01' (#00,51221'64E; thence north 48' 35' OD" east, 6021 feet; thence south 84 47' OW east, 110.00 feet; thence north 48' 14' 41' east, 55.00 feet; thence earth 41' 40' 14' east,
4804 feet; thence south 24 47' 34' east, 44.64 feet; thence south 05' 44' 56' west, 40.48 feet; thence eolith 24' C9' 59' west, 4831 feet; thence south 54 14' 22' west, 62.85 feet; tierce south 32 91' 94' west, 64.80
feet; thence south 55 I8' 26' west, 54.74 feet; thence south 94 40' 01' w set, 6952 feet; thence south 40. 00' 24' west, 66.84 feet; thence south 24 01' 54" west, 95.76 feet; thence oath 51" 16' 45' west, 1124 feet;
thence north 11' 25' 04' west, 10534 feet; thence north 12 94' S6' east, 25.00 feet; thence north 77 25' 04' west, 9054 feet to a paint of curvature; thence sauttrvseterly 52A6 feet along the are at a fen- tangent
cute to the right, ream n9 a of 320.0 feet, the radius pant or which boars north 64' 42' 54' west, trough a central angle of O' ' 28' 54" to a point of thence south 24' 46' 60' met, 44.96 feet; thence
north 60' 14' 00' met, 17.14 feet; thence south 84' 46' 00" west, 24.61 feet; thence south 00' 14' 00" east, 8.50 feet; thence south south 84 46' 00' west, 2430 feet; we north 00' 14' 00' meet, 144.50 feet; thence south
84" 46' 00' meet, 2430 feet; thence north 00° 14' 00' west, 34.00 feet; thence north 16' 05' 55' east, 20.41 feet to a point of curvature; thence southeasterly 4.48 feet along the arc o
of a non - tangent curve to the
5 m
left, having a radius or 4680 feet, the radius point of which bears north 16° O5' 55" east through a central ogle of 00 95' 24" to a point on said curve; themes north 15' 92' 26" east 53.50 feet to the true point of
beginning; EXGE 'T that portion thereof kjh+g within the 30 foot 010y of Seattle Pipeline right-of-way as recorded under King No. 4106135. (ALSO KNOMN AS revised Lot I, GIN of TUb bar/dory aila bary line
adjustment No. 8I- 4O -i:LA, recorded under thug County t county Recording Flo. D112I60544 said bouidcry the being a revision of G C oTtrna the adjustment No. 51 -1-5LA recorded under Kiig County Recording No.
51020550584, which revised tatty or -Mello Short Plat No. 18 -16-SS recorded wider King County Recording No. 7406050048, also recorded under King qty Recording Hos. /406050041 and 1406030044); TOGETHER
WITH a 24 foot ingress, egress, and utilities easement over a portbn of Revised Lots 3 of said C.464 of Tukwila boundary line adjustma. t No. 81- 4O -3LA, lying 12 feet on each side or the follavhg deecroed centerline
COnanencing at the northwest corner of Parcel 3 or said city of TUkrvlla Short Plat No. 18-16- 55; thence south 00° 14' 00' east,' MAO feet to the point of beginning of this centerline description; theme north 84' 46' 00"
east 18450 feet to point 'P'; theme continuing north 54 46' 00" east, 22.00 feet; thence north 24' 46' 00" east, 145.56 feet to a point or curvature; theme northerly 65.55 feet aloft the arc of a tangent cur v. to the
left, having a radius of 920.00 feet, trou jh a central orgies of II. 44' 10" to the end of this centerline description; ALSO TOGETHER YI71.1 a 25 root ingress, egress, and utilities easement aver a portion of Revised Lots
2 and 5, said baurid line adjustment No. 51-40-BL .A, hying 123 sho
feet on each e or the following tae rbed centerline; Ebgimhg at Point 'D e
'; thence north 00' 14' 00' west. 226.00 feet to the end of this centerline
ALSO description; AO T 6E7H WITH a 24 foot tigress, agrees and utilities easement, aver a portion of revised Lot 2, sold boundary the adjustment No. 81- 40 -3LA, tying 12 feet on each aid . of the following described
centerline; Gonrnsnchg at the southwest corner or Parcel I of said City of Tutrdia Short Plat No. 18 -16-3 hence north 00' 14' 00" west, 21.47 fast to the point or begrrdng of this CelearlIne descriptor4 thence
southeasterly 48.10 feet along the cre of a non-tagent curve to the right, having a radius of 55.00 feet, the radius point of which bears south 00' 14' 00" west, thi n a central angle or 44' 54' 08" to a point of
reverse cuvahrre; thence southeasterly 57.04 feet along the arc of a tangent curve to the !eft, having a radius of 100.00 feet, #r in a central angle of 21' 14' 54' to a point of cuvaivre; thence savtheasterly 254.44
feet along the ere or a non cove to the left, having a radius of 884 .62 feet, the make point of which boars north 25' 58' OI east through- re
a central aisle or 15' 05' 50' to a point or curvature; thence
northeasterly 45.14 feet along the of a non- tag w
ent curve to the left, hti ra
g a make radius of 80.00 feet, the dius port or rhich bears north 08 52 06' east throuoira central ogle of 90' 36' 06" to the end or this
centerline description.
PARCEL 2.
That portion of the Y04- b1111aii Donation Land Claim No. 40 and of the southwest quarter of the souttrivet quarter of Section 24, Township 23 North, Rage 4 East, W.M., and of Goverrmeft Lot I in Seatlon Township
25 North, Range 4 East, MLM, In King County, Washington, more pa w►arly deserted as follows. 3eghnhg at the sa►thweet comer of Paced 1 of City of TUbdla Short Plat No. 15 -16-99 as recorded under King
Recording No. 74060050048 thence north 00° 14' 00' met, 169.41 feet; thence south 8q' 41' 00' east, 10.00 feet; thence north 004 !4 00' west, 6.52 feet; thence north 10 94' 00' west, 1131 feet; Herne south b '
01' II' east, 88.05 feet thence south 42° 04' 00' bast, 7022 feet; thence south 57' 51' 21' east, 102.40 rest; thence south 54' 55'40' east, 12130 feet; thence north 71' 0.4' 01' east, 25.00 feet theme south 02' IS'
37' west, 106.11 feet; thence north 81 46' 29" west, 6.67 feet; thence south 02' 15' 97' Meet, OAR feet to a point of curvature there. sOvt+w.steriy 2 feet along the arc of a tangent curve to the right, having a
radius of 20.010 feet, through a antral angle or 12 09' 23' to a point or reverse curvature; thence southwesterly 6.56 feet a��+g the are of a tasgent curve to the left, having a radar of 62.00 feet, through- a central
angle of 06 20' 50' to a point on said cove; thence south 06' 54' 56' meet, 6628 feet to a paint of curvature; thence northwsaterly 146051 feet along the we or a noun- torgent cuve to the • I it having a radius of
433.00 feet, the radius point of which boors north 06' 32 25' east, through a central angle of 04• 00' 01" to a point On said curve; t' once south 15 32' 26' west, 5350 feet to a point of eurv -e; thence westerly
9.43 feet along the arc of a non- tangent cove to the rkjit, having a radius of 46850 feet. the radius point of which bears north l5' 52' 26' east, throve: a central ogle of 00 33 24' to a port on said curve; thence
5
south 16' G5' ' west, 20.41 feet; them 0' e south 00. 14' 0 east, 94.00 feet; thence north 8q' 46' 00 east, 2450 feet thence south 00' 14' 00" east, 144.50 fast; theme seavth 84 46' 00' west, 64.00 feet; thence
south 00' 14' 00' east, 850 feet; thence south Sq' 46' 00" meet, 115.50 feet to POrt'A'; thence forth 00' 14' 00' meet, 341.00 feet to the port of beghnkg. exce r that portion thereof lying within the 90 foot City of
Seattle Pipeline Right-of -way aid recorded under County No. 4106155; (ALSO KNOYY4 AS revised Lot 2, tatty 'Maine, boundary Ih. adjustment Ho. 81- 40 -6LA, recorded under King Gour+ty leecordk.'gg No.
8112160540; said bou,da^y line being a revlalon of C or Tub.na line adjustment No. 81 -LA I-3 recorded under King County Recording No. 5102030984, pedal Revised Gity of Ticino Short Pict ib 78 -46-
recorded under County No. 7406050045, also under h� Recording Nu ai
nbers 14060"0047 d 1406030044); TOGETHER WITH a 24 foot hgreee, erase, and utilities easement over a Parton of
revised Lot 5 Of � of Ile Line Adjustment No. 81 - lying 12 feet on each side of the follow deserved centerline C•amrr ilk g at POrt'A' as described cleave; thence south 00' 14' OW' east,
15.00 feet to the point of bertimhg- of is centerline d.sariptlon; thence norgi 84 46' 00 east, 4630 feet to Pook.'t'B'; thence contFu north 84' d6' 00' east, 64.00 feet tto +PPort"G "; thence coat sdrg north 84' 46'
pport n of L ot l
12 d 3 of City of lib ta lea .'d ry�rsad 0 tment�t o 6 4 lying 12 12.5Pe th ett I id of the follorTh q described i ce erl he; a! Poht'S', north 0 0' 1 14 00
f eet to to end or this aenterltis descriptIon; Elegimtig at Poht•C.", north 00' 14' 00' west, 4850 feet to the end of this centerline description Beginning at Port'P', thence north 0O° 14' 00' meet, 226.00 feet
to to end of this centerline description.
PARCH_ 9.
That portion of 6overrrnent Lot I in Becton 25, Township 29 North, Range 4 East, W.M. h King County, Yeaehtigton, more particularly described as follows. Beginning at the Southwest earner of Parcel 4 of City of TUbrila
Short Plat No. 18 -16-56 as recorded under King Gaudy Recording No. 14060300457 thence north 00' 14' 00" west, 210.00 feet to a port of ng curvature, tierce northerly 104.12 feet al the coo an
of a n- tangent
curve to the left havhig a radius of 40.00 feet, the radius port of which tea's north 00' 14' 00' meet through a central angle of 130 00' 00' to a point of reverse curvature; thence northerly 4484 feet along the arc
or a tangent curve to He right, having a radius of 40.00 feet, through a central angle of 60' 00' 00' to a point of terigenoyr thence north 00 14' 00' west 121.51 feet; thence north 84' 46' 00 east 115.40 feet; thence
north 00 14' 00' west 5.50 P. thence north 54' 46' 00" east 45.50 feet; thence north 00 14' 00' Meat 850 feet; fence north 84 46' 00' east 24.61 feet; thence south 60 14' 00" east I1Jq feet to Poht"E ";
thence north 24' 46' 00" east 44.36 feet to a port of curvature; thence northerly 5246 feet along the are of a torero* cave to the left, having a radios of 520.00 feet, Urc+ a central angle Of O4 26' 54" to a
port en said curve; thrnee south 11 25' 04' east 3034 feet; thence south 12 54' 36' west 28.00 feet; thence south 11' 25' 04' east 10534 feet; thence south 31' 16' 45' rust 1104 feet; thence south 34' 91' 32 rest
60.54 feet; thence south 30' SP 21' most 61.15 feet; thence south 13' 16' OS' meet 5344 feet; thence south 15' 51' 27' Meg 5182 feet; thence south IS' 48' 40' west 5499 feet; thence meth 00. 98' 22 east 62.59 feet;
thence south 00' 18' 55' met 4121 feet; thence south 01' 34' 16" east 58.11 feet; tierce south 15' 21' 46' east 3631 feet; thence south 27' 57' 11' east 824 feet; thence north 84' 41' 00' met 34834 feet to the
port of beginning. Mass KNom AS revised Lot 9, of City of Tuloilla bounda"y Ire adjustment No. 51- 40-131A as recorded under King County Recording No. 8112160540, be. ing a revision of boundary !he aajueta,.nt No.
51 -I-B1A as recorded under King County Recording No. 15102050554, welch revised City of TUkwila Short Plat No. 18- 16-55, recorded under Kin County Recording No.'14O6Ov•04B, also recorded under King County
Recording Nos. 1406060041 and 1406030044); TOGETHER WITH a 24 root hgr egress, aid utility easement over a portion of revised Lot 1. of City of Tulurlla Boundary Line Adjustment No. '81- 40=E1L:A, gi ng .12 feet
on each side of the foloMkg described centerline. Commencing at Poht'E as described above' thanes north 24' 46' 00' East 4436 feet to a point of curvabn'e; thence northerly 6555 feet along the arc of a tangent
curve to the left, having a radius or 520.00 feet, trough a central angle of ii' 44' 10' to a point on said curve; theme south 11° 25' 04" East 50.00 feet to the erne! of this centerline description.
FILE COPY
CITY
DARK
No changes s IS IONS
of took wi lja l t,pri ra
Tukwila got; in or a p p r oval o f ° f''°
O �' auisio R
and . R ns will re 9 Divi
Y include addiq . r a a new
Fti plareview Aran fees al
fees
_ � iiillil►IIIILIIIIILJIII((II IIIIIIIIIIIIIInIIIIIIIIIIIII111I1
UIIIIIIIIIIIIIIII111111IIIIII C IIIIIIIIIIiIIt. .1 111111IIIIIIIIIIIIIU
11111111111111111111111111111(' 1IIIIIIIIII11111IIIII11IIIIIIIIII1r
UIIIIIIIIIiIIIIIIIIIIIIIIIIIIIIL UIIII1 11 111111111111111111.
1111 111111I)111111II
CONTRACT THiS
r If PS .
Permit
BUILDING No
Plar review approval is subject to errors ai
Approval of construction documents does
the violation of any adopted code or ardha
of approved Field Copy and conditions is ac
Date:
By
- 1 -a 1
city of Tukwlla
BUILDING DIVISION
tO8 wwI O
e rr
SEPARATE PERMIT
REQUIRED FOR:
Mechanical
Electrical
le Plumbing
iV Gas Piping
City of Tukwila
I BUILDll'! DIVISION
omissions.
ct authorize
. Receipt
NELL
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
4676
PROJECT NAME
CONSANI SEIMS
RIVERVIEW PLAZA
TENANT IMPROVEMENT
BUILDING 3 - FLOOR 2
16300 CHRISTENSEN ROAD STE 213
TUKWILA, WASHINGTON
DESIGN TEAM
PROJECT NO.:
08.016
PRINCIPAL:
VSS
DRAWN BY:
AF
CHECKED BY:
VSS
ISSUED /REVISIONS
4 -1 -08 ISSUED FOR PERMIT
PROJECT CONSULTANTS
SHEET TITLE
COVERSHEET
SHEET NO.
T1.0
RECEIVED
APR 012008
PERMIT CENTER
4=1:1=M===I=■=N===a===I=r=O==LCI=;==I==N.e==.=C1===le••=m=Iee.=.n.cl
AREA OF CONSTRUCTION
SECOND FLOOR EXISITNG PLAN
SCALE; I/16" =ILO"
REVIEWED FOR
CODE COMPLIANCE
APPROVED
APR 1 4 2000
City Of Tukwila
BUILDING DIVISION .
p0& I (00
SHEET NO.
CO N ELF
planning interiors architecture
DESIG
22002 - 64th Avenue W., Suite 2C
Mountlake Terrace, WA 98043
T: 425 -670 -6706 F: 425 - 774-8219
REGISTRATION
SHEET TITLE
PROJECT NAME
DESIGN TEAM
PROJECT NO.:
08.016
PRINCIPAL:
VSS
DRAWN BY:
AF
CHECKED BY:
VSS
PROJECT CONSULTANTS
CONSANI SEIMS
RIVERVIEW PLAZA
TENANT IMPROVEMENT
BUILDING 3 - FLOOR 2
16300 CHRISTENSEN ROAD STE 213
TUKWILA, WASHINGTON
mmilminnomme
ISSUED /REVISIONS
4 -1 -08 ISSUED FOR PERMIT
EXITING PLAN
RECEIVED
APR 012008
PERMIT CENTEk
T1.1
DOOR SCHEDULE
DOOR* R
RATED W
WIDTH H
HEIGHT T
TYPE `
` `
` H
HARDWARE R
REMARKS
204 -
- 3
3' -0" B
B/5 A
A B
B/S W
WS H
HW-I
205 -
- 3
3' -0" B
B15 A
A 5
5/5 B
B/5 H
HW-I
DOOR TYPES H
HARDWARE TYPES - VERIFY WITH OWNER
5/5 SOLID C
CORE H
HW-I - TENANT INTERIOR, LATCHING
NOTES:
I. D. ALL DOOR AND DOORWAYS SHALL COMPLY WITH ICE /ANSI AII7.I -2003 CODES, SECTION 404
2. MANUF. = EUILDING STANDARD
L
0 6
EXIST.
[202 I
PARTITION PLAN
SCALE: I/8" I' - O"
PARTITION NOTES
PARTITION LEGEND
O
I201I
DL O
204 (205)
CONTRACTOR TO VERIFY ALL DIMENSIONS. ALL DISCREPANCIES MUST BE BROUGHT TO THE IMMEDIATE
ATTENTION OF THE ARCHITECT FOR DIRECTION.
ALL PARTITIONS, UNLESS OTHERWISE NOTED, SHALL BE CONSTRUCTED WITH METAL STUDS AT 24' O.G. WITH
5/8" TYPE 'X' GYPSUM WALLBOARD EACH SIDE.
THERE SHALL BE NO EXPOSED PIPE, CONDUIT, DUCTS, VENTS, ETC. ALL SUCH LINES SHALL BE CONGEALED
OR FURRED AND FINISHED, UNLESS OTHERWISE NOTED AS EXPOSED CONSTRUCTION ON DRAWINGS.
OFFSET STUDS, WERE REQUIRED, 50 THAT FINISHED PARTITION SURFACE WILL BE FLUSH, UNLESS
OTHERWISE NOTED. PROVIDE FURRING AT EXISTING PARTITIONS AS REQUIRED TO INSTALL ELECTRICAL
ITEMS AS INDICATE) ON THE DRAWINGS.
DOOR AND CASED OPENINGS WITHOUT LOCATION DIMENSIONS ARE TO BE SIX INCHES FROM FACE AT HINGE
SIDE OF DOOR TO ADJACENT PARTITIONS.
ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT USE OF KEY OR ANY SPECIAL
KNOWLEDGE OR EFFORT.
PROVIDE SHEET METAL REINFORCING (B' 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 FUMING 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
====== DEMOLITION
EXISTING PARTITION TO REMAIN.
■ 13/5 TENANT PARTITION - WS METAL STUDS 0 24 "O.G. WITH 5/8' TYPE 'X' GWB ON BOTH SIDES FROM
FLOOR TO UNDERSIDE OF HUNG CEILING.
c 13/5 2' -0' x FULL HEIGHT SAFETY GLASS RECITE IN 8;5 DAME.
KEY NOTES
I. CENTERLINE OF MULLION / COLUMN AND PARTITION.
2. ALIGN AT CORM
GENERAL NOTES'
A. PAINT NEW WALLS TO MATCH ADJACENT EXISTING CONSTRUCTION.
BREW RN
12021
6
6
1 201
$L
6 1
6
+N
6 1
6
1
EXISTING
OFFICE
1
REFLECTED CEILING PLAN
SCALE: 1 /8" = I'-O"
LIGHTING NOTES
PROVIDE FIRE DAMPERS AT ALL SUPPLY AND RETURN AIR OUTLETS, INLETS, OR DUCTS PENETRATING FIRE
RATED ASSEME3LIES, 134GLOSURE5, WALLS, FLOORS, OR SURFACES, AND AS REQUIRED BY FIRE
DEPARTMENT, IF APFI-ICAELE.
CONTRACTOR SHALL OBTAIN APPROVAL FROM DESIGNER OF ALL TI-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 SNITCHES 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 SIDDER DESIGN. SWITCHES INDICATED ON DRAWING FOR OPEN AREA ARE
FOR REFERENCE ONLY.
CONTRACTOR SHALL PROVIDE SEISMIC BRACING ® ALL RELOCATED LIGHT FIXTURES.
LIGHTING LEGEND
N
NOTE: CONTRACTOR TO REUSE AND / OR RELOCATE EXISTING LIGHT FIXTURES AND SWITCHES WHERE%
POSSIBLE
CONTRACTOR TO RESWITCH / RECIRGUIT LIGHT SWITCHES AND LIGHT FIXTURES AS NEEDED.
ALL EXISTING LIGHT FIXTURES / SWITCHES NOT SHOWN ARE TO REMAIN.
LIGHTING CALCULATIONS
ALL EXISTING LIGHT FIXTURES TO REMAIN WITHIN TENANT SPACE, NO PROPOSED CHANGE IN ENERGY USAGE.
MIN. 25 GA. MTL STUD TOP TRACK,
BRACE TO STRUCTURE WITH EI11
#12 GA. GLAV. 5Th. SUSPENSION HANGER
WIRE SET OR 25 GA. METAL STUDS 0 8'
O.G. OR 2 PER WALL SECTION
MINIMUM, ANCHOR TO TOP
TRACK PER MFG. REQUIREMENTS
CONT. 25 GA &ALV. STEM.
RUNNER CHANNEL ANCHORED
TO FLOOR WITH POWDER
ACTIVATED FASTENING
SYSTEM ® 24' O.G.
O�I E
NEW
OFFICE
12041
EXISTING 13/5 2 x 4 FLUORESCENT LIGHT FIXTURE TO REMAIN
RELOCATED EXISTING 5/5 2 x 4 FLUORESCENT LIGHT FIXTURE
INDICATES 24 HOUR FIXTURE WITH EMERGENCY BATTERY BACKUP SYSTEM
13/5 SINGLE SWITCH
EXISTING ILLUMINATED EXIT SIGN
NEW
EXISTING
:: : +nnunulu tics :iii nunumw ��_
1 1
I
NEW
OFFICE
I 205 I
25 GA. STUDS OR
IRE HANGERS
OPTIONAL ACOUST
7 - '1:3ATT IF REQUIRED
MATCrH
EXIST.
CONT. 'L' METAL
TRIM WITH PAPER WING
25 GALV.
5-1/2" METAL
STUDS 0 24' O.G.
5/8' TYPE 'V GAB.
SECTION - BUILDING STANDARD PARTITION
NOT TO SCALE
NOTE:
I. WALLS LESS THAN 8' -0" IN LENGTH DO NOT REQUIRE BRACING WHEN ATTACHED TO ANOTHER WALL.
CODE COMPLIANCE.
APPROVE
APR I n�
City Of Tukwila
ILDIN
b08ft I
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
4876
DRAWN BY:
AF
PROJECT NAME
DESIGN TEAM
PROJECT NO.:
08.016
PRINCIPAL:
vSs
CHECKED BY:
VSS
CONSANI SEIMS
RIVERVIEW PLAZA
TENANT IMPROVEMENT
BUILDING 3 - FLOOR 2
16300 CHRISTENSEN ROAD STE 213
TUKWILA, WASHINGTON
ISSUED /REVISIONS
4 -1 -08 ISSUED FOR PERMIT
PROJECT CONSULTANTS
SHEET TITLE
PARTITION PLAN
REFLECTED CEILING PLAN
SHEET NO.
ECENED
APR 012
PERMIT CENTER
I'I'I
A1.0
NEB
SEISMIC BRACING PERSPECTIVE
COUNTER SLOPE /SPLAYED
SEISMIC BRACING WIRE ATTACHMENT
5/16" DRILL-IN EXPANSION ANCHOR MINIMUM
SCALE: N.T.S.
SCALE: N.T.S.
STEEL STRAP I" WIDE X 2' LONG X 12
GAGE MINI
3 TURNS
COUNTER SLOPE/SPLAYED SEISMIC WIRE
ASSEMBLY {PER ASTM G -636)
VERTICAL HANGER WIRE ATTACHMENT
SHOT -IN ANCHOR
STRUCTURAL CONCRETE
CEILING CLIP
3 TURNS
VERTICAL WIRE HANGER
ATTACHMENTS
J;L POP
RIVET
SEISMIC SEPARATION NOTES:
I. FOR CEILING AREAS EXCEEDING 2500 52 FT., A SEISMIC SEPARATION JOINT OR FULL. RIGHT
WALL PARTITION THAT BREAKS THE CEILING SHALL BE PROVIDED UNLESS ANALYSES ARE
PERFORMED OF THE CEILINGS BRACING SYSTEM, CLOSURE ANGLES AND FENETRATIONS TO
PROVIDE SUFFICIDNT CLEARANCE.
GAP DESIGN
A
SEISMIC SEPARATION JOINT
CEILING BRACING, SIM DETAIL #I
THIS SHEET
FLANGE
2 • THE LAYOUT AND LOCATION OF THE SEISMIC SEPARATION JOINT SHALL EE PER THE DESIGNER
OF RECORD AND NOTED ON THE PLANS. IF A SEISMIC SEPARATION JOINT IS RE ,T. BY THE
DESIGNER, THE DESIGNER MAY USE THE memo JOINT DETAILED ABOVE OR A PROPRIETARY
JOINT. THE AMOUNT OF FR MOVEMENT ( GAP DESIGN/ SHALL BE PER THE DE SI6teR OF
RECORD.
COWER SLOPE/SFLAYED SEISMIC
BRACING WIRE ATTACHMENT, SEE
ATTACHMENT DETAILS 'MIS SHIMT
C
NOTES:
I. THESE RECOMMENDATIONS ARE INTENDED FOR SUEP8 = CEILINGS INCLUDING GRID, PANEL
OR 11LE, LIGHT FIXTURES AND AIR TEMINALS WEIGHING NO MORE THAN 4.55. P. SQUARE
FOOT.
2. ALL WIRE TIES ARE TO BE THREE INCHES. TWELVE GAGE HANGER WIRE SPACED 4 FOOT ON
CENTER
a CHAN6E5 IN CEILING PLANES WILL REQUIRE POSITIVE BRACING.
LATERAL FORCE BRACING
SCALE: N.T.S.
SCALE: N.T.S.
� 3 /4 MIN. AT
2' MIN. UNATTACHED WALLS
SPREADER BAR OR
EQUAL TO KEEP
PERIMTBR COMPONENTS
FROM SPREADING APART
NOTES:
I. WALL MOLDINGS (PERIMETER CLOSURE ANGLES) ARE REQUIRED TO HAVE A MORIZONATAL
FLANGE 2 INCAS WIDE, UNLESS ALTERNATE METHODS ARE AFFROVED FRIOR TO
INSTALLATION B1' THE LOCAL BUILDING DEPT. ONE END OF THE CEILING &RID SHALL BE
ATTACHED TO THE WALL MOWING, THE OTHER END SHALL HAVE A 3/4' CLEARANCE FROM
THE WALL AND FREE TO SLIDE.
2. THE GRID SHALL SE ATTACHED AT TWO ADJACENT WALLS( FOP RIVETS OR APPROVED
METHOD)
3. THERE SHALL BE A MINUMJM 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.
b. SPREADER BARS ARE NOT REQ. IF A q0 DEGREE INTERSECTING CROSS OR MAIN 15 WITHIN S
INC B-ES OF THE PERIMETER WALL.
SPREADER BAR & WALL MOLDING
SCALE: N.T.S.
3. MY CONNECTION DEVICE AT THE SUPPORTING CONSTRUCTION SHALL BE CAPABLE OF
CARRYING NOT LESS THAN 100 POUNDS.
NOTES:
I. HANGER AND PERIMETER WIRES MUST BE PLUMS WITHIN I IN 6 UNLESS COUNTER SLOPING WIRES
ARE PROVIDED.
2. HANGER WIRES SHALL BE 12 GAGE AND SPACED 4 FEET ON CENTER OR 10 GAGE SPACED 5
FEET ON CENTER.
4. FOR ESSENTIAL FACILITIES, HANGER WIRE GONNECITONS MUST SE 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.
7. TERMINAL ENDS OF EACH MAIN BEAM AND CROSS TEE MUST BE SUPPORTED WITHIN 8 INCHES
OF EACH WALL WITH A PERIMETER WIRE.
HANGER (SUSPENSION) WIRES
MAX. RECOMMENDED LENGTH FOR VERT. BRACING
11T CONDUIT;
VT EMT CONDUIT < S'
3/4' EMT CONDUIT
I' EMT CONDUIT <10' -0'
*PROVIDE ENGINEERING IF
I" MTL STUD (25 GA):
1 5/8" M11 STUD < 6' -2
2 I /2' MIL STUD < I0'-S'
PLENUM > II' -0'
■
.
it0
NOTES:
I. INSTALL SYSTEM IN ACCORDANCE ti/ 2003 IBC, ASTM 6-635 AND 0636, ACE 1 -02 t CISCA.
2. LATERAL BRACING IS REQUIRED FOR CLG > 1000 5F AND NOT REQUIRED FOR GUS. < 000
PROVIDED THEY ARE SURROUNDED BY 4 WALLS AND BRACED TO STRUCTURE. PLENUMS < 12' DO NOT
NEED LATERAL BRACING.
5. LATERAL FORCES BRACES SHALL BE 12' OC. (MAX) AND BEGIN NO WRY THAN b' FROM WALLS.
4. LIGHT FIXTURES < IO LEG SHALL HAVE 1 1266W. HANGER LIGHT FIXTURES > 10 LBS AND < 56 LBS
SHALL HAVE 2 12 GA. WIRES ATTACHED AT OPPOSING CORNERS OF THE LIGHT FIXTURE TO THE
STRUCTURE ABOVE. FIXTURES >56 LBS SHALL BE SUPPORTED DIRECTLY FROM THE STRICTURE.
5. ONLY 14F_AVY -DUTY T-BAR GRID SYSTEM ALLOYED FIR ASGE -1, SECTION q.626.2.2
SUSPENDED CEILING BRACING
SCALE: N.T.S.
SPLAY WIRES ARE TO BE MIN.
4-12 GA. WIRES ATrACkED TO
THE MAIN BEAM. WIRF5 ARE
ARRAYED q0° FROM EACH OTHER
4 AT AN ANGLE NOT EXCEEDING
45° FROM THE PLANE OF THE CLG.
HANGER WIRES SHALL BE 12 GA. 4
4' OC. OR 10 GA. 4 5' OC. TERMINAL
ENDS OF EA. MAIN OR GROSS TEE
MIiST BE SUPPORTED WITHIN 8'
OF EA. WALL.
12 GA. HANGER WIRE SPACED
4' OC. ALL WIRE TIES TOBE
3 TIGHT TURNSAROUND ITSELF
WITHIN 3 INCHES.
OPTIONAL LATERAL BRACING SHALL
BE 12' CC (MAX) AND HEGIN <6'
FROM WALLS-SEE CHART FOR SIZES
MD VERIFY LOCAL CODE REQ.
LAT. FORCE BRACING 4 EA. 12
GA. WIRE SECURED TO MAIN
RUNNER WITHIN 2' -0' OF GROSS
TEE AND SPLAYED q0° FROM EA.
OTHER ® I2' -0" 0.C. BOTH
DIRECTIONS YV/ FIRST POINT
WITHIN 4'-0' FROM EA. WALL
MAIN BEAM
CR055 TEE
ELECTRICAL FIXTURE NOTES:
I. LIGHT FIXTURES WEIGHING LESS THAN IC FOUNDS 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 FOUNDS AND LESS THAN 561135. SHALL HAVE TWO
GAGE WIRES ATTACHED AT OPPOSING COR R5 OF THE LIGHT FIXTURE TO THE STRUCTURE
ABOVE THESE WIRES MAY BE SLACK.
3. LIGHT FIXTURES NEIGHING MORE THAN 56 LBS. SHALL SE SUPPORTED DIRECTLY FROM THE
STRUCTURE ABOVE.
4. PENDANT MOUNTED FIXTURES SHALL BE DIRECTLY SUPPORTED FROM THE STRUCTIMR ABOVE
USING A q GAGE WIRE OR AN APPROVED ALTERNATE SUPPORT WITHOUT USING T1NE CEILING
SUSPENSION FOR DIRECT SUPPORT.
5. TANDEM FIXTURES MAY UTILIZE COMMON WIRES.
MECHAN I CAL SERVICES NOTES:
I. TERMINALS OR SERVICES WEIGHING 20L55. BUT NOT MORE THAN 561.85. MUST HAVE TYVO 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 THAN 56LBS. MUST BE INDEPENDENTLY SUPPORTED
DIRECTLY FROM THE STRUCTURE ABOVE. THESE WIRES MUST BE TMJT.
REVIEWED FOR
CODE COMPLIANCE
APPROVED
APR 1 A 2000
City Of Tukwila
b
c c
planning interiors architecture
DESIG
22002 - 64th Avenue W., Suite 2C
Mountlake Terrace, WA 98043
T: 425- 670 -6706 F: 425 - 774 -8219
REGISTRATION
4876
PROJECT NAME
SHEET NO.
DESIGN TEAM
PROJECT NO.:
08.016
PRINCIPAL:
VSS
DRAWN BY:
AF
CHECKED BY:
VSS
PROJECT CONSULTANTS
PALL A
STATE of w&Fli(TON
NELL
CONSANI SEIMS
RIVERVIEW PLAZA
TENANT IMPROVEMENT
BUILDING 3 - FLOOR 2
16300 CHRISTENSEN ROAD STE 213
TUKWILA, WASHINGTON
ISSUED /REVISIONS
4 -1 -08 ISSUED FOR PERMIT
SHEET TITLE
REFLECTED CEILING
SECTIONS AND DETAILS
RECEIVE
APR 012008
PERMIT CENTER
A2.0