HomeMy WebLinkAboutPermit D07-455 - MYERS MARKETING / REMAX - PARTITIONS, DOORS AND RELITEMYERS MARKETING/REMAX
16300 CHRISTENSEN
STE 304
D07.455
Parcel No.: 2523049078
Address: 16300 CHRISTENSEN RD TUKW
Suite No:
Tenant:
Name: MYERS MARKETING/REMAX
Address: 16300 CHRISTENSEN RD SUITE 304 , 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 SUITE 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 RELITE
doc: IBC -10/06
Cityf 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
Value of Construction: $7,600.00 Fees Collected: $317.77
Type of Fire Protection: SPRIN I1ERS /AFA International Building Code Edition: 2006
Type of Construction: V -B Occupancy per IBC: 0008
* *continued on next page **
Permit Number: D07 -455
Issue Date: 01/08/2008
Permit Expires On: 07/06/2008
Expiration Date: 03/04/2008
D07 -455 Printed: 01 -08 -2008
Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: N
City c, 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: D07 -455
Issue Date: 01/08/2008
Permit Expires On: 07/06/2008
Fire Loop Hydrant: N Number: 0 Size (Inches): 0
Flood Control Zone:
Hauling: N Start Thee: 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: U l G' r /ok
I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances
governing this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating
construction or the performance of work. au o ed to sign and obtain this development permit.
Signature: Date: / D O p'
Print Name: � n /.t, k lam( �l 2 //,
o
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.
doc: IBC-10 /06 D07 -455 Printed: 01 -08 -2008
Parcel No.: 2523049078
Address:
Suite No:
Tenant:
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 43.1 -3665
Web site: http: / /www.ci.tukwila.wa.us
16300 CHRISTENSEN RD TUKW
MYERS MARKETING /REMAX
1: ** *BUILDING DEPARTMENT COND1TiONS * **
PERMIT CONDITIONS
Permit Number:
Status:
Applied Date:
Issue Date:
D07 -455
ISSUED
12/11/2007
01/08/2008
2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the
Building Official.
3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center
(206/431- 3670).
4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to
start of any construction. These documents shall be maintained and made available until final inspection approval is
granted.
5: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced
to the building structure.
6: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design
requirements of ASCE 7.
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 plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila
Permit Center.
11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building
Department (206 - 431 - 3670).
12: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of,
any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits
presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila
shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the
Building Official from requiring the correction of errors in the construction documents and other data.
13: ** *FIRE DEPARTMENT CONDITIONS * **
14: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the
following concerns:
doc: Cond -10/06 007 -455 Printed: 01 -08 -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: Maintain coverage and operability of portable fire extinguishers, sprinkler systems and fire alarm systems during
demolition and construction.
16: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at
one extinguisher for each 3,000 sq. ft. of area. The extinguishers) should be of the "all purpose" (2A, 10 B:C) dry
chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1)
17: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or
brackets shall be securely anchored to the surface in accordance with the manufacturer's installation
instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so
that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross
weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the
floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4
inches (102 mm). (IFC 906.7 and IFC 906.9)
18: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot
be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6)
19: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available
for use. These locations shall be along normal paths of travel, unless the fire code official determines that the
hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5)
20: 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.
21: Minimum widths of corridors shall be maintained in accordance with Chapter 10 of the International Building Code and
the International Fire Code.
22: In Group B and M occupancies, the minimum clear aisle width shall be determined by the occupant load served, but shall
not be less than 36 inches. (IFC 1013.4.1)
23: 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)
24: 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)
25: 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)
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 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)
28: 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)
doc: Cond -10/06
D07 -455 Printed: 01-08 -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: U.L. central station supervision is required. (City Ordinance #2050)
30: All valves controlling the water supply for automatic sprinkler systems and waterfiow switches on all sprinkler systems
shall be electrically supervised. (City Ordinance #2050)
31: All exterior components of sprinkler systems should be painted RED. This includes: Post indicator valves (PIV), outside
stem and yoke (OSY), wall indicator valves (WIV), and Fire Department connection (FDC). (City Ordinance #2050)
32: An approved manual fire alarm system is required for this project. The fire alarm system shall meet the requirements of
Americans With Disabilities' Act (I.B.C.), N.F.P.A. 72 and the City of Tukwila Ordinance #2051.
33: 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)
34: Local U.L. central station supervision is required. (City Ordinance #2051)
35: 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)
36: When the control panel is located inside a room, the door to the room shall have a sign with one -inch letters which
reads "Fire Alarm" or "Fire Alarm Control ". (City Ordinance #2051)
37: Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72
(4.4.1.4.2.1))
38: In areas that are not continuously occupied, automatic smoke detection shall be provided at each fire control unit(s)
location to provide notification of fire at that location. (NFPA 72)
39: The reset code for the fire alarm panel or keypad shall be 1- 2- 3-4 -5. The reset code shall not be changed without
approval of the Fire Marshal. The reset code should be permanently posted at the keypad. (City Ordinance #2051)
40: Fire Department lock boxes shall be provided for access to all fire alarm panels and sprinkler risers. The appropriate
key(s) for access shall be placed in the lockbox. Lockbox order forms must be obtained from the Tukwila Fire
Department. The lockbox should be mounted so that it is readily visible and not over 60 inches high. (City Ordinance
#2051)
41: The Tukwila Fire Department has changed keybox manufacturers, from Supra to Knox. Install a fire department Knox
keybox. Contact the Tukwila Fire Prevention Office at 206 -575 -4407 for ordering information.
42: An electrical permit from the City of Tukwila Building Department Permit Center (206 - 431 -3670) is required for this
project.
43: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70)
44: 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))
45: Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22)
46: 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)
47: Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to
doc: Cond -10/06 D07 -455 Printed: 01 -08 -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
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)
48: Fire doors, fire windows and fire dampers shall have a label or other identification showing the fire protection
rating. Such label shall be approved and shall be permanently affixed (IBC 715.3 Table 715.3, 715.4, 716.3.1 Table
716.3.1)
49: 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.
50: 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.
51: 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)
52: New and existing buildings shall have approved address numbers, building numbers or approved building identification
placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers
shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a
minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1)
53: 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)
54: Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving
surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided width
an approved turn- around area. Access shall be within 150' of all portions of the buildings. (City Ordinance #2047)
55: There shall be no enclosed usable space under stairways in an exit enclosure, nor shall the open space under such
stairways be used for any purpose. (IBC 315.2.4)
56: AU required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of
construction. (IFC 503.1, 508.1)
57: Combustible material shall not be stored in boiler rooms, mechanical rooms or electrical equipment rooms. (ITC
315.2.3)
58: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and
#2051)
59: 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.
60: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of
such condition or violation.
61: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at
(206)575 -4407.
* *continued on next page **
doc: Cond -10/06 D07 -455 Printed: 01 -08 -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.
Date: / 0 — ocP
doc: Cond -10/06 D07 -455 Printed: 01 -08 -2008
CITY OF TUKWIL,,,
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.ci.tukwila.wa.us
SITE LOCATION
CONTACT PERSON - who do we contact when your permit is ready to be issued
Co Q�,���, King Co Assessor's Tax No.: Zf ZO4 3 - �C7
Site Address: I U/ 300 Ch riNereedn R t) Suite Number Say Floor: 3
Tenant Name: Nhl -rS MO rIC..a-ki r) /gZirvf 2 K1 New Tenant: [4 Yes ❑..No
Property Owners Name: C / 0 Chi j C- 3 'Fro ii € S G -
Mailing Address: ( ( o 3 C C ) e l ri ` .k ri s e r , Q) , N.0._ .1 C' -51 K.c.J l t A (.A3A C tf
State Zip
Name: A pit 1 IVP(St
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 **
Day Telephone:
Mailing Address: 220 0 Z ('Q (4 -{ W M,l9UY1 Ate_ ` erQC . `A 1 N C 43
State
E -Mail Address: a ri l' 6 Ctihyt_21l - U3 VVA
GENERAL CONTRACTOR INFORMATION —
(Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5))
Company Name: 1
Mailing Address:
Contact Person:
E -Mail Address:
Contractor Registration Number:
ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record
Company Name: en n me( ( p v sl� �le up
%2.
Mailing Address: 22 l a q4' Av-e- ()6 X42- 2C
Contact Person: Apr i ` r n � 1 �1
E -Mail Address: '� 16 (� coy' YIQ1I tips Wl
ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record
Company Name:
Mailing Address:
Contact Person:
E -Mail Address:
Q:'Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc
Revised: 9 -2006
bh
Building Peri No. 7 — H- (Sr
Mechanical Permit No.
Plumbing /Gas Permit No.
Public Works Permit No.
Project No.
(For office use only)
City
City
Fax Number: qZ5 77c-1 - 8Z1
City State Zip
Day Telephone:
Fax Number:
Expiration Date:
M u thlAVi `ftxrrce, wA '8I 8ti`
City State Zip
Day Telephone: 1125 Cp7a — 7 ck
Fax Number: 0.5 — 17 — 12-i "1
City State Zip
Day Telephone:
Fax Number:
Page 1of6
BUILDING PERMIT INFORM T - 206- 431 -3670
Valuation of Project (contractor's bid price): $ ! � CaorD Existing Building Valuation: $
Scope of Work (please provide detailed information): ,,AJ P 4 D ( tots' j Cr V `Vi OVYS
doors l iuzAAJ r.tI4e..
Will there be new rack storage? ❑ Yes V.. No If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
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:
Will there be a change in use? ❑ Yes
Q: Wpplications\Forms- Applications On Line'3 -2006 - Permit Application. doe
Revised: 9 -2006
bh
No
Compact:
Handicap:
If "yes ", explain:
FIRE PROTECTIONMAZARDOUS MATERIALS:
"K Sprinklers 1KK Automatic Fire Alarm ❑ None ❑
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No
If 'yes', attach list of materials and storage locations on a separate 8 - 1/2" x 11" paper including quantities and Material Saf 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.
Other (specify)
Page 2 of 6
Existin •
Interior Remodel
Addition to
Existing
Structure
New
Type of
Construction per
IBC
Type of
Occupancy per
IBC
1" Floor
2 Floor
Y Floor
N, 5Cocl
2 i 530
\I -N
Q
Floors thru
Basement
Accessory Structure*
Attached Garage
Detached Garage
Attached Carport
Detached Carport
Covered Deck
Uncovered Deck
BUILDING PERMIT INFORM T - 206- 431 -3670
Valuation of Project (contractor's bid price): $ ! � CaorD Existing Building Valuation: $
Scope of Work (please provide detailed information): ,,AJ P 4 D ( tots' j Cr V `Vi OVYS
doors l iuzAAJ r.tI4e..
Will there be new rack storage? ❑ Yes V.. No If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
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:
Will there be a change in use? ❑ Yes
Q: Wpplications\Forms- Applications On Line'3 -2006 - Permit Application. doe
Revised: 9 -2006
bh
No
Compact:
Handicap:
If "yes ", explain:
FIRE PROTECTIONMAZARDOUS MATERIALS:
"K Sprinklers 1KK Automatic Fire Alarm ❑ None ❑
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No
If 'yes', attach list of materials and storage locations on a separate 8 - 1/2" x 11" paper including quantities and Material Saf 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.
Other (specify)
Page 2 of 6
PUBLIC WORKS PERMIT INLRMATION — 206- 433 -0179
Scope of Work (please provide detailed information): Al itA) 1 or r-fi f (1n , Vl Lc�
(ors a 1' wJ
Please refer to Public Works Bulletin #1 for fees and estimate sheet.
Water District
❑ ...Tukwila ❑ ...Water District #125
❑ ...Water Availability Provided
Sewer District
❑ ...Tukwila
❑ ...Sewer Use Certificate
❑ ...ValVue ❑ .. Renton
❑ ... Sewer Availability Provided
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.
Submitted with Application (mark boxes which apply):
❑ ...Civil Plans (Maximum Paper Size — 22" x 34")
❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Traffic Impact Analysis
❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ...Hold Harmless — (SAO)
❑ ...Hold Harmless — (ROW)
Proposed Activities (mark boxes that apply):
❑ ...Right -of -way Use - Nonprofit for less than 72 hours
❑ ...Right -of -way Use - No Disturbance
❑ ...Construction/Excavation/Fill - Right -of -way
Non Right -of -way
❑ ...Total Cut cubic yards ❑ .. Work in Flood Zone
❑ ...Total Fill cubic yards ❑ .. Storm Drainage
❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank
❑ ...Cap or Remove Utilities ❑ .. Curb Cut
❑ ...Frontage Improvements ❑ .. Pavement Cut
❑ ...Traffic Control ❑ .. Looped Fire Line
❑ ...Backflow Prevention - Fire Protection
Irrigation
Domestic Water
Q:\Applications\Forms- Applications On Line'3 -2006 - Permit Application.doc
Revised: 9 -2006
bh
Call before you Dig: 1- 800 -424 -5555
❑ .. Highline
❑ .. Renton
❑ .. Seattle
❑ .. Right -of -way Use - Profit for less than 72 hours
❑ .. Right -of -way Use — Potential Disturbance
❑ .. Grease Interceptor
❑ .. Channelization
❑ .. Trench Excavation
❑ .. Utility Undergrounding
❑ ...Permanent Water Meter Size... WO #
❑ ...Temporary Water Meter Size.. 91 WO #
❑ ...Water Only Meter Size WO # ❑...Deduct Water Meter Size
❑ ...Sewer Main Extension Public Private
❑ ...Water Main Extension Public Private
FINANCE INFORMATION
Fire Line Size at Property Line Number of Public Fire Hydrant(s)
❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment
Monthly Service Billing to:
Name: Day Telephone:
Mailing Address:
City State Zip
Water Meter RefundBillingi
Name:
Mailing Address:
Day Telephone:
City
State Zip
Page 3 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 OWN ' ` OR AUT I ZED GEN
Signature: Date: al 11 /CJ7
Print Name: A i Y l I F1 Day Telephone: tt V C0 7Q n i 7C'
Mailing Address: 72002 Cn �
Ak.m.. 1 ?!_. 2G Jt4 OyI t a rO_1rdl PZ (AA 6/80
City State Zip
Date Application Accepted:
Date Application Expires:
to-11-0
I)- - -07
Q:\Applications\Forms- Applications On Line'3 -2006 - Permit Application.doc
Revised: 9 -2006
bh
Staff Initials:
Ne_ I
Page 6 of 6
Receipt No.: R07 -02722
Initials: WER
User ID: 1655
Payee: CONNELL DESIGN GROUP
TRANSACTION LIST:
Type Method Description
ACCOUNT ITEM LIST:
Description
PLAN CHECK - NONRES
Y
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Fax: 206 -431 -3665
Web site: http: / /www.ci.tukwila.wa.us
RECEIPT
Parcel No.: 2523049078 Permit Number: D07 -455
Address: 16300 CHRISTENSEN RD TUKW Status: PENDING
Suite No: Applied Date: 12/11/2007
Applicant: MYERS MARKETING /REMAX Issue Date:
Amount
Payment Check 15274 123.41
Account Code Current Pmts
000/345.830 123.41
Total: $123.41
Payment Amount: $123.41
Payment Date: 12/11/2007 11:26 AM
Balance: $194.36
5915 12/11 9710 TOTAL 123.41
doc: Receiot -06 Printed: 12 -11 -2007
Receipt No.: R08 -00064
Payee: UNICO PROPERTIES LLC
ACCOUNT ITEM LIST:
Description
(Inn RanAint -Qfi
BUILDING - NONRES
STATE BUILDING SURCHARGE
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 -431 -3665
Web site: http: //www.ci.tukwila.wa.us
RECEIPT
Parcel No.: 2523049078 Permit Number: D07 -455
Address: 16300 CHRISTENSEN RD TUKW Status: APPROVED
Suite No: Applied Date: 12/11/2007
Applicant: MYERS MARKETING /REMAX Issue Date:
Initials: LAW Payment Date: 01/08/2008 01:42 PM
User ID: 1632 Balance: 50.00
TRANSACTION LIST:
Type Method Description Amount
Payment Check 6419 194.36
Account Code Current Pmts
000/322.100 189.86
000/386.904 4.50
Total: $194.36
Payment Amount: $194.36
6977 01/08 9710 TOTAL 527.60
Printari- Q1- OR -9(1nR
Project:
Pro' ct: , i A
j Al 4*--417-A-3
Type of Inspection:
. ( V
Addre s:
1( 4 50 0 th r;SrAre Pi)
Date Called:
Special Instructions: A ,.
A f --- [ .kiM
Date Wanted:
2
p.m.
Requeste r:
Phon o:
,f) (o r iVe '
fr -3
Do —15.13
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-36
Approved per applicable code El Corrections required prior to approval.
El $58.00 REINSPECTION FEE R QUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection.
COMMENTS:
7 L0 1 5 NAter
inspector'
Date:
Receipt No.:
'Date:
COMMENTS:
PEL
of Inspection:
Type onsp
�Ajk j ) 1 Pitt)
``rr rr
't n O (J (W .s eAr
pp
I '
t-,A S -e-c_0J , C___ { /t., (
le -
Special Instructions:
v
_
,
1
mi .-k
li,,
, -
r
S
-- „,,
lL
_.), --� -�
/mac .rr. .
r / t
i " d !
l C� `' • / .S 6
,,
. J 1
Project:
Al AAgra &
PEL
of Inspection:
Type onsp
�Ajk j ) 1 Pitt)
``rr rr
't n O (J (W .s eAr
pp
I '
Date Called:
Special Instructions:
v
Date Wanted:
.- u
4(.- Y SU / p.m. 1
Requester:
Phone No:
/
r ]k(o — 7 ? 35 _
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION \
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 1 -
EJ Approved per applicable codes.
El $58.00 REINSPECTION FEE REQ !RED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection.
Inspector:
Date: J
Receipt No.:
'Date:
670
Corrections required prior to approval.
5
COMMENTS:
Type of Inspection:
Add a s: 4 b C
/�.3 N ✓� S PNSfi t
G lied:
Dajg,
le f
Special Instructions:
i
.
Date Wanted: a.m.
/ — "— O
Requester:
Phone No:
o6— 78L- 6.85
OF )4( o -0F //
P
_ ) (__.(ctJ)
A_.,(
)
l7\ [) r-) -
e
Project:
Type of Inspection:
Add a s: 4 b C
/�.3 N ✓� S PNSfi t
G lied:
Dajg,
le f
Special Instructions:
i
.
Date Wanted: a.m.
/ — "— O
Requester:
Phone No:
o6— 78L- 6.85
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367
proved per applicable codes. Corrections required prior to approval.
J inse ctr'
'Date:
fJ $58.00 REINSP "ECTION EE REQUIRED. Prior o inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection.
'Receipt No.:
Date: l _ 14 - ��
Project: mcy 25 1Ark►2ie.t nrgo
Type of Inspection:
Address: 11A 0c.
Suite #: 3o-1
-+_t5-R 5ti KD
Contact Person:
M�
;1r
Special Instructions:
Occupancy Type:
Phone No.:
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA FIRE DEPARTMENT
X37. qSs
PERMIT NUMBERS
444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407
Approved per applicable codes.
I I Corrections required prior to approval.
COMMENTS:
k G t1 N elt
L
ER 00._ S P N\ O 05
Inspector: ), I r 1 z
Date: Z / I09
Hrs.. . I
$80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
City of Tukwila Finance Department. Call to schedule a reinspection.
Word /Inspection Record Form.Doc 1/13/06
T.F.D. Form F.P. 113
ACTIVITY NUMBER: D07 -455 DATE: 12 -11 -07
PROJECT NAME: MYERS MARKETING /REMAX
SITE ADDRESS: 16300 CHRISTENSEN SUITE 304
X Original Plan Submittal
_ Response to Correction Letter #
Response to Incomplete Letter #
Revision # After Permit Issued
DEPARTMENTS:
A100 �Z . 3 •o7
Bui g Division
Public Works ILL
Complete
TUES/THURS ROUTING:
Please Route
Documents/routing slip.doc
2 -28 -02
PERMIT COORD COPY
PLAN REVIEW /ROUTING SLIP
APPROVALS OR CORRECTIONS:
hl #kW/ j2 Z' 1
Fire Prevention A,
Structural
Incomplete
Structural Review Required
a
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
( 2• It. 0
Planning Division
Permit Coordinator
DUE DATE: 12 -13 -07
Not Applicable
Comments:
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
❑ No further Review Required
REVIEWER'S INITIALS: DATE:
g
DUE DATE: 01 -10 -08
Approved ❑ Approved with Conditions Not Approved (attach comments) ❑
Notation:
REVIEWER'S INITIALS: 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 Verify Workers Comp Premium
Status
Ind. Ins. Account
Id
754100
Business Type
CORPORATION
• Address 1
701 DEXTER AVE N SUITE 420
Address 2
City
SEATTLE
County
KING
State
WA
Zip
98109
Phone
2066219111
Status
ACTIVE
Specialty 1
GENERAL
Specialty 2
UNUSED
Effective Date
2/26/2001
Expiration Date
3/4/2008
Suspend Date
Separation Date
3 Parent Company
Previous License
NIELSC*02708
Next License
Associated
License
Look Up a Contractor, Electrician or Plumber License Detail
r ngto
a of
bcorAnd ustries .
Look Up a Contractor, Electrician or Plumber
Topic Index I Contact Info
Home Safety Claims & Insurance Workplace Rights Trades & Licensing
Find a Law or Rule ! Get a Form or Publication
Printer Friendly Version
General /Specialty Contractor
A business registered as a construction contractor with LZtI to perform construction work within the scope
of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment I
of account and carry general liability insurance.
Page 1 of 3
https: // fortress .wa.gov /lni/bbip/Detail.aspx ?License= GATEWCS992C3 01/08/2008
GENERAL NOTES
ABBREVIATIONS
PROJECT DATA
DRAWING INDEX
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_
CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, DETAILS, ETC., AND
NOTIFY THE DESIGNER OF ANY AND ALL DISGREPANGIES PRIOR TO PROCEEDING WITH THE
WORK.
S . CONTRACTOR SHALL VERIFY ALL "BUILDING STANDARDS" WITH BUILDING LANDLORD PRIOR
TO BEGINNING ANY WORK. HOWEVER, THERE SHALL BE NO DEVIATIONS WHATSOEVER FROM
THE CONTRACT DOCUMENTS WITHOUT THE DESIGNER'S WRITTEN APPROVAL THEREOF. THE
CONTRACTOR AGREES TO DEFEND, INDEMNIFY AND HOW 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.
. APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED B Y ANY
WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT THE SAME INFORMATION AS WELL AS
ALL REVISIONS, ADDENDA AND CHANGE ORDERS. THE CONTRACTOR SHALL ALSO
MAINTAIN IN GOOD CONDITION, ONE COMPLETE SET OF PLANS WITH ALL REVISIONS,
ADDENDA AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES WHICH ARE TO BE UNDER
THE CARE OF THE JOB SUPERINTENDENT.
6 . ALL OPERATIONS CONDUCTED ON THE PREMISES SHALL NOT BE OBJECTIONABLE BEYOND
THE PROPERTY BOUNDARY LINES BY REASON OF NOISE, STEAM, ODOR, FUMES, GASES,
SMOKE, VIBRATION, HAZARD OF OTHER CAUSES. IN ADDITION, THE CONTRACTOR SHALL
MINIMIZE DISRUPTIONS OF ADJACENT TENANTS DUE TO NOISE, ODOR, CORRIDOR FUMES OR
VIBRATION. ALL COMMON LOBBY AND CORRIDOR SPACE SHALL BE KEPT CLEAR OF DUST,
DEBRIS AND CONSTRUCTION MATERIALS AT ALL TIMES.
� " ALL WORK SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S LATEST
RECOMMENDATIONS OR WRITTEN DIRECTIONS_
S
S . ALL DIMENSIONS ARE TO FAGS OF GYPSUM
M 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. TI-1E
E 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 IS IN PROGRESS AND UNTIL THE JOB IS COMPLETED.
15. ALL WORK SHALL BE GUARANTEED FOR A PERIOD OF ONE (U YEAR AFTER COMPLETION,
UNLESS OTHERWISE SPECIFIED AND SHALL BE SD STATED IN CONTRACTORS 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.
11. ALL EXPOSED GYPSUM BOARD TO HAVE METAL EDGES AT ALL CORNERS AND WALL
INTERSECTIONS.
IS. ALL GLASS AND GLAZING SHALL COMPLY WITH-ZHE 2006 I ^B ^C -_ AND THE
U.S. PRODUCT SAFETY COMMISSIONS: SAFETY STANDARD FOR ARCHITECTURAL GLAZING
MATERIALS• gad
¢
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 10 AND LOCAL
FIRE MARSHAL REQUIREMENTS.
21. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY
SPECIAL KNOWLEDGE OR EFFORT.
22. FIRE EXTINGUISHERS: VERIFY REQUIREMENTS AND LOCATIONS WITH THE FIRE MARSHAL.
CONTRACTOR TO SUPPLY FIRE EXTINGUISHERS AND CABINETS AS REQUIRED.
23. ELECTRICAL ROUGH -IN AND REFLECTED CEILING PLAN ARE FOR THE GENERAL INFORMATION
OF THE CONTRACTOR. EXACT LOCATIONS SHOULD BE VERIFIED_
24. FLAMMABLE LIQUIDS SHALL NOT BE PLACED, STORED OR DISPENSED IN THIS OCCUPANCY
EXCEPT AS PROVIDED IN N.F.P.A. STANDARD SO AND THE CURRENT UNIFORM FIRE CODE.
PERMIT MAY BE REQUIRED.
25. ALL DRAPES, HANGINGS, CURTAINS, DROPS AND ALL OTHER DECORATIVE MATERIAL,
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.
R FINISHES SHALL BE PER
B. MINIMUM FLAME SPREAD CLASSIFICATION OF INTERIOR.
THE 2006 I .B.G.
26. ALL LAY -IN ACOUSTICAL CEILING GRIDS SHALL BE INSTALLED AND SECURED PER THE
2006 I.B.C. STANDARDS FOR EARTHQUAKE ZONE D, ASME C655, 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 DRAWINGSJ
TO THE FIRE MARSHAL FOR APPROVAL.
2 '. TENANT TD PROVIE AND INSTALL THE TELEPHONE AND DATA GOMMUNIGATION CALING.
CONTRACTOR TO COORDINATE SCHEDULING AND OTHER REQUIREMENTS WITH TENANT.
2 q. 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 OFF°
ROOF - MOUNTED MECHANICAL UNIT REQUIRED BY GOVERNING JURISDICTION.
30. PROVIDE OR MODIFY AS NEEDED EMERGENCY LIGHTING.
31" ALL ITEMS MARKED *N.I.G.r 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.
35. DO NOT SCALE DRAWINGS. IF A DIMENSION DISCREPENCY 15 NOTED, CONTACT DESIGNER.
54. IF BUILDING STANDARDS HAVE NOT BEEN ESTABLISHED OR HAVE BEEN ESTABLISHED OR
HAVE BEEN CHANGED FOR DOORS, RECITES, HARDWARE , DOOR AND RECITE FRAMES OR
OTHER STANDARD DETAILS, THEN. CONTRACTOR MUST VERIFY WITH DESIGNER AND OWNER
PRIOR TO CONSTRUCTION.
ACCOUS. ACOUSTIC /ACOUSTICAL LAM. LAMINATED /LAMINATE
ACT. ACOUSTICAL TILE LAV. LAVATORY
ADJ. ADJUST /ADJUSTABLE L. LENGTH
A.F.F. ABOVE FINISHED FLOOR LTG. LIGHTING
APPROX. APPROXIMATELY LT. LIGHT
ARCH. ARCHITECTURAL LG./L. LONG
BLiC. BLOCK/BLOCKING BD. BOARD MAT. MATERIAL
BLpG./BLD BUILDING MAX. MAXI MUM
MFG. MANUFACTURER
13/S BUILDING STANDARD MECH. MECHANICAL
MED. MEDIUM
GAB. CABINET MIN. MINIMUM
CLG. /CLOG. CEILING MIN. MINIMUM
GL OR G CENTER LINE MISC. MISCELLANEOUS
GLKG_ CAULKING
CO L_ COLUMN MTD. MOUNTED
CO COL NUOUS MTL_ METAL
CONC. CONCRETE MW. MICROWAVE
CONST. CONSTRUCTION
CONTR. CONTRACTOR N. NORTH
CPT. CARPET N.I.G. NOT IN CONTRACT
G.W. GOLD WATER N.T.S. NOT TO SCALE
NO. NUMBER
D. DEEP
DEPT. DEPARTMENT OFF. OFFICE
DET. DETAIL D.G. ON.GENTER
DIAL. DIAGONAL OFF_ OWNER FURNISHED
DIA. DIAMETER O F.G.I. CONTRACTOR INSTALLED
DIM. DIMENSION O_F.O.I. OWNER FURNISHED
DBE. DOUBLE OWNER INSTALLED
DWG. DRAWING
D.F. DRINKING FOUNTAIN PNL. PANEL (INS)
D I FF. D I FUSSER
D_N. DOWN FT. PAINT (ED)
PART. PARTITION
P^P ^L. POLISHED PLATE GLASS
E. EAST PL. PLATE
EA. EACH P. LAM. PLASTIC LAMINATE
ELEV. ELEVATION (BLDG.)/ PLY. PLYWOOD
ELEVATOR
ELEG. ELECTRICAL Q.T. QUARRY TILE
EMER. EMERGENCY QTY. QUANTITY
EXT. EXTERIOR
EQ. EQUAL UBBER BASE
R.B. .
EQPT. EQUIPMENT R. RISER RANGE
EXIST. EXISTING RAD. RADIUS
REF. REFERENCE
F.I.0 FURNISHED $ READ. REQUIRED
INSTALLED BY OTHER REV. REVISED /REVISION
F.A. FIRE ALARM R ^ 0- ROUGH OPENING
F.E. FIRE EXTINGUISHER RM. ROOM
F.E.G. FIRE EXTINGUISHER CABINET
FIN. FINISH r. 7 STAIR
FIXT. FIXTURE SECT. SECTION
F.D. FLOOR DRAIN
FLR. FLOOR S. SHEET
F.O.I.G. FURNISHED BY OTHER SIMIM. SIMILAR
SPEC. SPECIFICATIONS/
INSTALLED BY SPECIFIED
CONTRACTOR S. SOUTH
FT. FOOT OR FEET STL. STEEL
SST. STAINLESS STEEL
GA. GAUGE
GALV. GALVANIZED STD. STANDARD
STOR. STORAGE
GL. GLASS /GLAZING /GLAZED STRUC. STRUCTURAL
G.W.B. GYPSUM WALL BOARD SUSP. SUSPEND /SUSPENDED
GYP. GYPSUM SW. SV �;I'TGH
H. HIGH
HGP. HANDY GAP TEL. TELEPHONE
HD.WD. HARD WOOD TEMP. TEMPERED
HD. HEAVY DUTY TYP. - TYPICAL
HM. HOLLOW METAL
HORZ. HORIZONTAL U.L. UNDERWRITER
HT. HEIGHT . LABORATORY
HR. HOUR UP .0 .
. UNIVERSAL PLUMBING
1-IVAC. HEATING, VENTALATING CODE
AIR CONDITIONING
H.W. HOT WATER VOL. VOLUME
VAR. VARIABLE/ VARIES
B.G. NTERNATIONAL BUILDING V.G.T. VINYL COMPOSITION TILE :.
GORE VERT. VERTIGAL/VERTIGALLY
NCO. NCANDESCENT Y.P. VENEER PLASTIC
NGL^ NGLUDE
INFO. NFORMATION W.B. WOOD BASE
NTSUL. NSULATE (D)(ING) W.G. WALL COVERING
NTR. NTERIOR WV. WOOD
WT. WEIGHT
JAN. JANITOR W. WIDE
J.B. JUNCTION BOX W/ WITH
JT. JOINT W.H. WATER HEATER
WT. WEIGHT
PROJECT ADDRESS: 162300 CHRISTENSEN RD
BUILDING #3 - SUITE 340
TUKWILA, WA 118188
GOVERNING CODE: 2006 I.B.G.
(STATE OF WASHINGTON -
AMENDMENTS)
USE ZONE: TUG
OCCUPANCY: B
CONSTRUCTION TYPE: V -N -FULLY SPRINKLERED
ENERGY CODE: 2006 WASHINGTON STATE
ENERGY CODE
ACCESS GOD :: IGG /ANSI AI11^I -2005
PLUMBING CODE: 2006 U.P.G.
CONTRACTOR: TO BE DETERMINED PRIOR
TO PERMIT ISSUANCE
MECHANICAL: BIDDER DESIGN
(UNDER SEPARATE PERMIT)
ELECTRI GAL : BIDDER DESIGN
(UNDER SEPARATE PERMIT)
SPRINKLER: BIDDER DESIGN
(UNDER SEPARATE PERMIT)
SUITE (00 53 0 SF
2
TI.0 COVER SHEET
TI.I THIRD FLOOR EXITING PLAN
AI.O THIRD FLOOR DEMOLITION /PARTITION/ELEGTRICAL/
PHONE /DATA PLAN
A2.0 REFLECTED CEILING PLAN /SEGTIONS AND DETAILS
BUILDING 3 - FLOOR THREE KEY PLAN
*It
�'
AREA OF CONTRACT ! rt ;$& �
! �'�
�� A•1
w+ r �
�4V �1+ ,,
•
�
6 a � e
p'
,
�'
il uuiu' �
�
M r
� : .
/ � . ,y r r
�����i
K ,.
% % !%
LEGAL DESCRIPTION
KING COUNTY PARCEL NUMBER: BUILDING I -16040 CHRISTENSEN AVE. - 752304 - AND 252304 -4013
KING COUNTY PARCEL NJNER: BUILDING 2 -16000 CHRISTENSEN AVE. - 252304 -c10T1
KING COUNTY PARCEL NUMBER: BUILDING 3 -16500 CHRISTENSEN AVE.- 252304 -9078
�1+L�tKPrioN
1,EreLAL
Pt- E
nd of the southwest quarter of the southwest quarter of section 24, Township 23 North, Lange 4 East, KM., and of Government Lot I in Section 25, Township 23
That portion of the N.H. 6uuarn Donation Land Claim *40 a w
north, Range 4 East, KM., In King County, Washington, more particularly described as follows: Commenncing at the northwest corner of Parcel 2 of City of Tukwila Short Plat s18 -16-SS as recorded under King County
Recording No. 19O6O5OOci8; thence south 64° Oq' 52" East, 24.88 feet to a point of curvature; thence easterly 168.00 feet along the arc of a tangent curve to the left, having a radius of 935.00 feet, trough a central
angle of 10° 17' 42" to the true point of beginning; thence continuing easterly 146.87 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 09° 00' 01° to a point on said curve thence north 06° 34' 56° east, 6628 feet to a point of curvature; thence northeasterly See 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' 50" 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 72° 03' 23" to a point of tangency; thence north 02° 13' 37" east, O.qq feet thence south 87° 46' 23° east, 6.67 feet; thence north 02° 13 37'
east, 106.77 feet; thence north 71° 04' 07" east, 5122 feet; thence north 48° 35' 00' east, 6021 feet; thence south 89° 47' 00° east, 110^00 feet; thence north 4S° lei 41" east, 55.00 feet; thence south 41° 40' 19" east,
48.19 feet; thence south 2 T° 47' 54" east, 49 ^8
^69 feet; thence south 03° 44' 56" west, 40.48 feet; thence south 24° 03' 53" west, 48.37 feet; thence south 3q° le' 22' west, 62^85 feet; thence south 32° 31' 34° west, 590
feet; thence south 35° 18' 26" west, 59.79 feet; thence south 39° 40' 01" west, 6332 feet; thence south 40° 00' 29" west, 66.84 feet; thence south 29° 07' 34" west, 35.76 feet; thence south 31° 16' 45' west, 1129 Peet;
thence north 77° 25' 04" west, 105501 Peet; thence north 12° 34' 56" east, 28.00 feet; thence north 77° 25' 04" west, 3059 feet to a point of curvature; thence southwesterly 52 ^g6 feet along the arc of a non- tangent
curve to the right, having a radius of 320.0 Peet, the radius point of which boars north 69° 42' 59" west, through a central angle of 0q° 28' 59" to a point of tangency; thence south 29° 46' 00' west, 4436 feet; thence
north 60° 14' 00" west, 11.1e feet; thence south 8q° 46' 00" west, 2431 feet; thence south 00° 14' 00' east, 850 feet; thence south 89° 46' 00' west, 2950 Poet; thence north ° 14' 00" west, 144.50 feet; thence south
8q° 46' 00" west, 29.50 feet; thence north 00° 14' 00" west, 34.00 feet; thence north 16° 05' 55" east, 20297 feet to a point of curvature; thence southeasterly 9.43 Peet along the arc of a non - tangent curve to the
left, having a radius of g685O feet, the radius point of which bears north Ib° 05' 55° east through a central angle of 00° 33' 29' to a point on said curve; thence north 15° 32' 26" east 33.50 feet to the true point of
beginning; EXCEPT that portion thereof lying within the 30 foot City of Seattle Pipeline right- of-way as recorded under King County Recording No. 4106155. (ALSO KNOWN AS revised Lot I, tatty of Tukwila boundary line
adjustment No. 81-4o -BLS, recorded under King County Recording No. 8112160540; sold boundary line being a revision of City of Tukwila boundary line adjustment No. 81- I -BLA, recorded under King County Recording No.
810205035% which revised City of Tukwila Short Plat No. 75 -16-58 recorded under King County Recording No^ le06O5O048, also recorded under King County Recording Nos. 7906050097 and 7906050099); TOGETHER
WITH a 24 foot Ingress, egress, and utilities easement over a portion of Revised Lots 3 of said City of Tukwila boundary line adjustment No. 81- 40 -BLA, lying 12 feet on each side of the following described centerline:
Commencing at the northwest corner of Parcel 3 of said GIN of Tukwila Short Plat No. 78- I6-55; thence south 00° 14' 00" east, 9'1.90 feet to the point of beginning of this centerline description; thence north 89° 46' 00°
east 1 8450 feet to oint "D'; thence continuing north 89° 46' 00 ea st, 22 feet; th ence north 2e° 46' 00 east, 14 3^36 fe to a point of curvature; thence n orther) 6555 f eet Pont at he a o f a
P � P 9 tangent curve to the
left, having a radius of 320.00 feet, through a central angle of II° 44' 10° to the end of this centerline description; ALSO TOGETHER YJITH a 25 foot ingress, egress, and utilities easement over a portion of Revised Lots
2 and 5, sold boundary Itne adjustment No. 81- 4Q -$LA, lying 125 feet on each side a 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 00" adjustment No. 81- 40 -BLA, lying 12 feet on each side of the Poilowing describbed
centerline; Commencing at the southwest corner of Parcel I of said City of Tukwila Short Plot No. 78- 16-55; thence north CO ° 14' 00 west, 21.47 feet to the point of beginning of this centerline description; thence
southeasterly 43^10 feet along the arc of a non - tangent curve to the right, having a radius of 55 ^00 feet, the radius point of which bears south 00° 19' 00" west, through a central angle of 44° 54' 08" to a paint of
ough a central angle of 21° 14' 59" to a point of curvature; thence southeasterly 234 ^41
reverse curvature; thence southeasterly 37 ^09 feet along the arc of a tangent curve to the left, having a radius of 100 ^00 feet, through
feet along the arc of a non -tangent curve to the left, having a radius of 889 ^62 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 43.1e Peet along the or of a non - tangent curve to the left, having a radius of 80^00 feet, the radius point oP 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 ear the W^M. Gilllern Donation Land Olefin No. 40 and of the southwest quarter of the southwest quarter of Section 24, Township 23 North, Range 4 East, w^M., and of Goverment Lot I in Section 25 Township
23 North, Range 4 East, N.M., in King County, Washington, more particularly described as follows: Beginning at the southwest corner of Parcel 1 of City of Tukwila Short Plat No. 78 -16-95 as recorded under King County
Recording No. 7906050098; thence north 00° 14' 00' west, 188.41 feet; thence south 8 47' 00" east, 10.00 Peet; thence north 00; 4' 00" west, 6.52 feet; thence north 10° 34' 00" west, 1737 feet; thence south 63°
O7' II" east, 88.05 feet; thence south 42° 04' 00" east, 7022 feet; thence south 57° 57' 21" east, 102.40 feet; thence south 84° 35' 21:7 east, 12150 feet; thence north 71° 04' 01" east, 25.00 feet; thence south 02° 13'
37' west, 106 ^77 feet; thence north 87° 46' 23" west, 6.67 feet; thence south 02° 13' 37" west, 0 ^q9 feet to a point of curvature; thence southwesterly 25.15 feet along the arc oP a tangent curve to the right, having a
radius of 20.00 feet, through a central angle of 72° 03' 23° to o 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 06° 20' 30° to a point on sold curve; thence south OW 34' 56" west, 6628 feet to a point of curvature; thence northwasteriu 146.87 Peet along the arc of a non - tangent curve to the right, having a radius of
935.00 feet, the radius point of which bears north 06° 32' 25" east, through a central angle of Oq° 00' OP to a point on sold curve; t th
, ence 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 96850 feet, the radius point of which bears north 15° 32' 26" east, through a central angle of 00° 53' 2q" to a point on said curve; thence
south 16° 05' 55" west, 20.97 feet; thence south OO° 14' 00' east, 34.00 feet; thence north 89° 46' 00" east, 29^50 feet; thence south 00° 14, east, 14450 feet; thence south 89° 46' 00" west, 69^00 feet; thence
south 00° 14' 00° east, 850 feet; thence south 89° 46 00" west, 11550 feet to Paint "A'; thence north 00° 14' 00" west, 341.00 feet to the point of beginning. EXCEPT that portion thereof lying within the 30 foot City of
Seattle Pipeline Right-of-way as recorded under King County Recording No. 4106155; (ALSO KNOWN AS revised Lot 2, City of Tukwila boundary Tine adjustment No. 81- 40 -ISLA, recorded under King County Recording No.
812160540 said boundary Tine being a revision oP City of Tukwila boundary line adjustment No. 81 -1 -BLA recorded under King County Recording No. 8102050359, which Revised Gity of Tukwila Short Plat No. 78- 16-55,
recorded under King County Recording No. 79060° 098, also under King County Recording Numbers - MO6050097 and 190605009e); TOGETHER WITH a 24 foot ingress, egress, and utilities easement over a portion of
revised Lot 3 of City of TUkrella Boundary Line Adjustment No. 81- 40 -BLA, lying 12 feet on each side of the following described centerllner Commencing at Paint "A° as described above; thence south OO° 14' OO° east,
7300 Feet to the point of begimlng of this centerline description; thence north 89° 46' 00 east, 46.50 feet to Polnt°B °; thence continuing north 59° 46' 00" east, 64.00 feet to Point "C'; thence continuing north 89° 46'
oo" east, 6WO feet to Point°D'; thence continuing north Se° 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 Tvkwla boundary line adjustment No. 81- 40-BLA lying 125 feet on each side of the following described centerline; Beginning at Point'B , thence north 00° 14' 00" west, 73 ^00
feet to the end ois centerline description; Beginning at Point "G ", thence north 00° 14' 00 west, 9850 feet to the end of this centerline description; Beginning at Point "eo, thence north 00° 14' OO" west, 226.00 feet
P th
to the end of this centerline description.
PARCEL 3: H
That portion of Government Lot I in Section 25, Township 23 North, Range 4 East, 'N.M., in King County, Washington, more pa^ticularly described as follows: Beginning at the Southwest corner of Parcel 4 of City of Tukwila
Short Plat No. 78 -16-S5 as recorded under Krng County Recording No. 7 '406050098; thence north 00° 14' 00' west, 210.00 feet to a point of curvature; thence northerly 104.72 feet along the arc of a Dori- tangent
curve to the left, having a radius of 40.00 Peet, the radius point of which bears north 00° 14' 00" west trough a central angle of 150° 00' 00' to a point of reverse curvature; thence northerly 41.89 feet along the or
oP th 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 12131 feet; thence north Sq° 46' 00" east 115.40 feet; thence
north 00° 14' 00° west 880 feet; thence north 59° 46' 00" east e550 feet; thence north 00° 14' 00" west 850 feet; thence north Se° 46' 00" east 24.61 Peet; thence south 60° 14' 00" east 17.1'4 feet to Point "E ";
thence north 2q° 46' 00' east 49.36 feet to a point of curvature; thence northerly 52 ^96 feet along the or of a tangent curve to the left, having a radius of 320.00 feet, through a central angle of OW 28' 59" to o
point on said curve; thence south 77° 25' 04" east 305e Peet; thence south 12° 34 56" west 28.00 feet; thence south 11° 25' 04" east 10559 feet; thence south 31° 16' 45" west 11.09 feet; thence south 34° 31' 52" west
th
60.54 feet; thence south 30° 51' 21' west 61.78 feet;. thence south 13° 16' 05" west 53.94 feet; thence south 15° 57' 27' west 51.82 feet; thence south 13° 48' 40" west 54.33 feet; thence south 00° 35' 22" east 62^39 feat;
thence south 00° 18' 55" west 41.21 feet; thence south 01° 3 16' east 53.77 Peet; thence south 18° 27' 46" east 56.37 feet; thence south 21° 57' IT east 8.24 feet; thence north 59° 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 -5LA as recorded under King County Recording No. 5112160540, being a revision of boundary line adjustment No.
81 -1-BLA as recorded under King County Recording No. 8102050389, which revised City of Tukwila Short Plat No. 75-- 16.55, recorded under King County Recording No. 7g060500 also recorded under Icing County
Recording Nos. 7gO605009r and 7906050099); 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. 5I- 4O -F3!A, lying 12 feet
on each side of the following described centerline: Commencing at Point "E" as described above: thence north 2e° 46' OO" East 49.36 feet to a point of curvature; thence northerly 6555 feet along the or of a tangent
curve to the left, having a radius of 320.00 Feet, trough a central angle of II° 44' 10° to a point on said curve; thence south 77° 25' 04" East 30.00 feet to the end of this centerline description.
VICINITY MAP
�� �
SITE PLAN �� FILE y
'c ri<
Tukwila Building
errnI
CONTRACT THIS BUILDING
7f f an
' G � -'' r ,
i "1�s ±( r ( � . ,! 9 r�p.-
5,, W c�t Y
° k�
• L s �r ,yL^F� � 7 . y �� , � ��
5 }
"
f _
re. �, "a i`.c.• r
' `
� k �Yf
J••
s x � '
a . ' ��
Y I ■ .> r��fr..:em
�w ..
b ;,.-
c
� �
✓tP � . 1 a
` > b.
1 4. 1*, �
U�"1� 1
k h , {, r "'
• " ¢ " ,,i,
; . � i(
• '1, 5 . ` � ''I.
41,
t� . 5+ .a.
k r''';x " �� ' .
�,� � � �_w :
r h.
w ..T �
ix�k
az t. � ' '� Y s ^ ,
�� if' T
5
' .
h. �r4
■
hit
h d� y �"�., ;{ , c ��
,
i
"
, �d .J
`_
h
i C 1�
2 i T ha�
;, '"
a �F g I
= �y t
1 I "
h
c a ' �' ,
y
4
.l' h: " '•
�; g r a ,} '
r
w
r ui '
1 ; �''�' ° ' : ,.
N 4 h
? t t � �4
r .
. , ,",� �
r �t)A
?•
r >*r
a •"�
S,t
}
�.
ma
�I �
�t
•
`..
4 1.1
,
i~ ,,.
L
.,,
r�n�,�
f S t
,,3 -S
F. �'�4�•
u,� i
r . . ..
�
e,.
�,
p
'tr+ °�
r�
K }firy�
ry E p§
y
l
'
L '
�:'
w,
r 4 ,!;
L ;..
r t us,V °Rr
o
x r
gg 4i "" A
r ,
I y�.. t ,�4 Xr�'a"��C
4
cf A70
r� y�f.i���' :5�5� � }�-��
3 F L w E,
_ al +
r..
,
1 Y a . i�
' 1
:u f '� f'i eRta^�
5 i ce+
i +3
' N ' �•�' r f' -1'
s ■ _.Y�h . f�a�
r ,
4 y�
'' r
sa � �
. �b
t . C db M1
, �. r a $ ..
,. & v:r w
a K
� .+,r�31 .
`R f ') J �' �,!
.� S _ ; i
, t acur �h,. 14
x . "� + " h,l �
;. P� arF>6 :, °
zr +� �
.ry TL' 4h i hi4,y�i i
r. . i { r te ^
. .
;., ,,
.3 .. �� �,,
� �
R ., - .:
� ���
r
S . rl .�� .'.e rL
,.
myt to1Mi v
d?
r r
a e
r .n
try ..F
y i � �
A .
::
Yk W..�: .. . , . �� �Y.s '1 ,'y;N
.. n # y Chris #� ,n. t711 �'F«, $ "•
` h
�+�I ' ' �;'
1 ^ �'
yk�
L
1
F S 7
a .1 al
° - , C .. a r.
q' r F. , l y { a . ' i a P a 7
R'°'� , +. Yk y ,., t y
.. . S 3 • h Jr
M1 �, ry, ,� ,;
a , r , n; .
�s,
� '' �. 'r �`
y ,, Sq ; I,'
6 k,, ,
, .: ;. y �
. „ l .w,�.4` .
h �, ,
1 •' ::a
' <
.
r,4 ?�w cur
, ',. • : .. r• i
+
!., a. x .
°
, 'i � .,
g
:
y ,7G ,f.,.l •.h ..,•�
i�n I.
"raj •.n ��t. N a f
• •
� - ' �' . '
r.,
1 S
' 11 1 k
..a r oaf
lr
�U `� ,.
'F�.
'r'�' ��. '' r
e �P 9i
I i 1 h , r '
�,
1. „
" l +> ::
• ar - :, '
,':, '.,
,,
S
C
^ - _- __- ----• -•_- --- yi coil
' -.---_ _ l ulfat� a Pty p ply review approval is subied to
+ RATE PERMIT M I T I and may include additions � � �
�:1 � IJ!{ 1 I
I REQUIRED FOR. � � royal of ,h,,��
��ViCiatiCn�`�/°�
echanica! „ Gf �p � FiBid
td! lectricai P
.h :
C A F
lumbin ,�
t. (gas Piping
•+ 'I`
of Tukwia
BUILDING DIVI.
�� ,
,�+°" .."
ON
[
CITY
°A
'P
C
1 I t
- -�
Ides
N
...
y g
Date: D
City of Tukv�
1
SEUILDING DiVt
� - : ..
"" /@^�
�' �°'
C, ��
® �
� � ®
' '
"N N
- `"
/'
i I I I I I I •,. ;
%� -..., 3
� :
P'`
' �\
I.
-
� �C� �)
�,� _ ��
Z
-
Illlllllllllillllllilllllllr
iIIIIIIIIIIIIIIi IIIIIIIIIILII.11l
i 11 I i i (I l I I I I I I I I I I I I I I I I I I I L
: , IIIIIII1II IIIIIIIIIIIIIIILIIIP
J I I I I I I I I I I I I 1 U I I I I I I I I I I I I I 1 I I I 1 I �
Timm! II I I ;III I ;III IJIIIIIIIr
III r --- U IIIIIiIF[IIIIIIIIIIIIIIIIII111L
JII111
11[FIIIIIIIIIIIIIIIL
IIIIIIII1111ii 1111111111111111 III 111111 HI Ir
[i11
►I►I1111111111►I
CHRISTENSEN ROAD r hr a'■ r,r irr err ,.
'.
7
and am
does not eL
Is adopt
310W
C 0 N E L
planning interiors architecture
DESIG
22002 - 64th Avenue W., Suite 2C
Mountlake Terrace, WA 98043
T: 425 - 670 -6706 F: 425 - 774 -8219
REGISTRATION
DRAWN BY:
AF
SHEET TITLE
PROJECT NAME
DESIGN TEAM
PROJECT NO.:
07.235
PRINCIPAL:
VSS
CHECKED BY:
VSS
MYERS MARKETING
RIVERVIEW PLAZA
TENANT IMPROVEMENT
BUILDING 3 - FLOOR 3
16300 CHRISTENSEN ROAD STE 304
TUKWILA, WASHINGTON
ISSUED /REVISIONS
12 -11 -07 ISSUED FOR PERMIT
eiot
IRVET CONSULTANTS
COVERSHEET
SHEET NO.
ECEWWED
DEC 1 1 2007
PERMIT CENTER
Ti.
CONTRACT THIS SUITE
THIRD FLOOR EXITING PLAN
SCALE: I /I6 "= I '-O"
Y
r
C 0 N EL
planning interiors architecture
22002 - 64th Avenue W., Suite 2C
Mountlake Terrace, WA 98041
T: 425 - 670 -6706 F: 425- 774 -8219
REGISTRATION
PROJECT NAME
MYERS MARKETING
RIVERVIEW PLAZA
TENANT IMPROVEMENT
BUILDING 3 - FLOOR 3
16300 CHRISTENSEN ROAD STE 304
TUKWILA, WASHINGTON
DESIGN TEAM
PROJECT NO.:
07.235
PRINCIPAL:
VSS
DRAWN BY:
AF
CHECKED BY:
VSS
ISSUED /REVISIONS
12 -11 -07 ISSUED FOR PERMIT
PROJECT CONSULTANTS
SHEET TIRE
FIRST FLOOR EXITING
PLAN
SHEET NO.
ECEWEr
DEC 112007
PERMIT CENTER
Ti.1
DOOR SCHEDULE
POOR #
RATED
WIDTH
HEIGHT
TYPE
FRAME
MAT.
FRAME
FINISH
HARDWARE
REMARKS
342
-
3' -0"
B/5
A
B/5
B/5
HW-I
3II
-
2' -0"
B/S
B
WS
B/S
HW-I
DOOR TYPES
HARDWARE TYPES - VERIFY WITH OWNER
EIS 3' SOLID
CORE DOOR
B/r 2'
GORE DOOR.
SOLID
14 - TENANT INTERIOR. LATCHING
141. - TENANT INTERIOR, LOCKING
B/S LOCKSET
NOTES:
I. ALL. DOOR AND DOORWAYS SHALL GPMLY WITH IGG /ANSI AIIT.I -2003 CODES, SECTION 404
2. MANJP. = BUILDING STANDARD
3. CONTRACTOR TO REUSE AND RELEGATE EXISTING DOORS AND HARDWARE WHO POSSIBLE.
4. ALL DOORS TO BE EQUIPPED WITH LEVER-TYPE LATCHING HARDWARE OR OTHER
APPROVED HANDICAP BIBLE CONFIGURATION PER ICG /ANSI 404 .2.6
5. ALL DOORS TO BE OPERABLE FROM THE INSIDE WITHOUT A KEY OR ANY SPECIAL
KNOWLEDGE OR EFFORT.
6. EXISTING DOORS TO REMAIN.
1
—
i
O ®B
I31II
IT
EQ
a
0
- EX. OPEN OFFICE
I510I
DEMOLITION /PARTITION PLAN
DEMOLITION NOTES
PARTITION NOTES
15oa I
EX. OFFICE
EX. OFFICE
DOS
WHERE DEMOLITION OCCURS, ALL REMAINING WALLS ARE TO SE 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.
EX. OFFICE
1 501 I
WHERE ION PARTITION MEETS EXISTING FURRED COLUMN OR CORE WALL, REMOVE CORNER BEAD, ALIGN,
TAPE AND SPACKLE NEW PARTITION TO EXISTING GYPSUM BOARD.
ALL CONSTRUCTION TO REMAIN AND AFFECTED BY DEMOLITION SHALL BE PATCHED AND SPACKLE, AND
BE PROPERLY MEMBERED AND ALIGNED SO AS TO LEAVE NO EVIDENCE OF PATCHING OR REPAIRS.
EXISTING ELECTRICAL AND APE OUTLETS LOCATED ON DEMOLISHED WALL-5 ARE TO BE REMOVED
INCLUDING CONDUIT AND WIRING BACK TO JUNCTION BOX. LOCATIONS ARE TO BE PATCHED AND
REPAIRED TO BE FLUSH WITH ADJACENT WALL SURFACE.
WHERE PLUMBING FIXTURES ARE BEING REMOVED OR WHERE EXPOSED PLUMBING PIPES OCCUR, CAP LINES
BEHIND FINISHED SURFACES. PATCH AND REPAIR AS REQUIRED.
ALL EXISTING CONSTRUCTION WHERE INDICATED INCLUDING ELECTRICAL, TELEPHONE, PLUMBING AND
MECHANIGAL DEVICES NOT OTHERWISE INDICATED ON THESE CONSTRUCTION DRAWINGS SHALL EE
REMOVED IN A CARE!9A MANNER SO 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
5/5 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, WEBS REQUIRED, SO THAT FINISHED PARTITION SURFACE WILL BE FLUSH, UNLESS
OTHER 1I5E NOTED. PROVIDE FURRING AT EXISTING PARTITIONS AS REQUIRED TO INSTALL ELECTRICAL
ITEMS AS INDICATED ON THE DRAWINGS.
DOOR AND CASED OPENINGS WITHOUT LOCATION DIMENSIONS ARE TO BE SIX INCHES FROM FACE AT HINGE
SIDE OF DOOR TO ADJACENT PARTITIONS.
ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT USE OF KEY OR ANY SPECIAL
KNOWLEDGE OR EFFORT.
PROVIDE SHEET METAL REINFORCING (8" HORIZONTALLY MOUNTED STRIP OF 20 GA. GALVANIZED SHEET
METAL) IN PARTITIONS FOR INSTALLATION OF WALL HUNG CABINET WORK AND PANELING WHERE INDICATED
ON DRAWINGS INCLUDING ALL OWNER PROVIDED ITEMS.
CONTRACTOR TO VERIFY DIMENSIONS FOR ALL PLUMBING PARTITIONS.
CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR DESIGNER AND MONT APPROVAL PRIOR TO
MANUFACTURE OF ANY CABINET WORK, MILLWORK, AND ANY OTHER SPECIAL ITEMS !REWIRING CUSTOM
SHOP FABRICATED WORK
t
EX. OFFICE
ICI
1-
EX BREAK/
WORKROOM
ICI
OPEN OFFICE
c a o 13011
_E
E
Q E
3 c E
Q N- VERIFY LOCATION
N- VERIFY LOCATION
IT
I5II
R
U
E E = = EE
cb
v
ELECTRICAL /PHONE /DATA PLAN
SCALE: I /8 ".I' -O"
PARTITION LEGEND
B/5 PARTIAL HEIGHT PARTITION - 5/S METAL STUDS 0 24" O.G. WITH 5/5' TYPE "X" GM TO +1' -0"
A.F.F. PROVIDE GAB CAP.
5/5 TENANT PARTITION - B/5 METAL STUDS 0 24 WITH 5/5" TYPE 'X' 6413 ON SON SIDES FROM
FLOOR TO UNDERSIDE OF HUNG CEILING.
KEY NOTES
I. ALIGN FINISHED SURFACES.
2. ALIGN NEW PARTIAL HT. WALL TO 7' AFF W/ A RETURN AT END (LIKE A COLUMN)
3. ALIGN AT CORNER
ELECTRICAL NOTES- VERIFY FINAL LOCATIONS WITH
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 RASED CORE
DRILLS SHALL BE •PUKGED 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
Q
N
E
NOTE:
OFFICE
1 -0"
EX. OPEN OFFICE
NEW
EXISTING
1 310 I
- -- = DEMOLITION
EXISTING PARTITION TO REMAIN.
MIN. 25 GA. MTL. STUD TOP TRACK,
BRACE TO STRUCTURE WITH EITHER
#I2 GA. GLAV. Sit. 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
SOUND INSULATION
CONT. 25 GA. bALV. STEEL
RUNNER CHANNEL ANCHORED
TO FLOOR WITH POWDER
ACTIVATED FASTENING
SYSTEM ® 24' O.G.
EX. CONFERENCE EX. REdEF T:
I 504 I
EX. OFFICE
1 501 I
E
0
EX. OFFICE
I SOS I
WALL MOUNTED DUPLEX RECEPTACLE OUTLET - DEDICATED I2OV, 20A
WALL MOUNTED DUPLEX RECEPTICAL OUTLET
WALL MOUNTED QUADRAPLEX RECEPTACLE OUTLET
WALL MOUNTED COMBINATION TELEPHONE AND DATA OUTLET
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.
ItS I d
_z!uuutmnmh ruII umuumnra__
O
25 GA. STUDS OR
IRE HANGP5
OPTIONAL ACOUST
AU IF REQUIRED
MAT
EXIST.
EX. OFFICE
I soil
CONT. "L" METAL
TRIM WITH PAPER WING
25 GA. GAO/. 3 -I/2"
STUDS 0 24" O.G.
5/8" TYPE 'X' & MB.
EE
V
EX. OFFICE
SECTION - BUILDING STANDARD PARTITION
NOT TO SCALE
E
EX BREAK/
WORKROOM
u
CODE CONIPLIAN'i,;:.F:
APP ROVED
JAN -- 2 2008
!/a
planning interiors architecture
DESIG
22002 - 64th Avenue W., Suite 2C
Mountlake Terrace, WA 98043
T: 425- 670 -6706 F: 425- 774-8219
REGISTRATION
PROJECT NAME
MYERS MARKETING
RIVERVIEW PLAZA
TENANT IMPROVEMENT
BUILDING 3- FLOOR 3
16300 CHRISTENSEN ROAD STE 304
TUKWILA, WASHINGTON
DESIGN TEAM
PROJECT NO.:
07.235
PRINCIPAL:
VSS
DRAWN BY:
AF
CHECKED BY:
VSS
ISSUED /REVISIONS
12 -11 -07 ISSUED FOR PERMIT
PROJECT CONSULTANTS
SHEET TITLE
SHEET NO.
CO" NEL
DEMOLITION /PARTITION
ELECTRICAL/PHONE/
DATA PLAN
RECEIr
DEC 11 WO
Al.
1'1-1I Il k v ie a IN—o
SEISMIC BRACI NG PERSPECTIVE
COUNTER SLbPE /SPLAYED
SEISMIC C NG WIRE ATTACHMENT
5/16' DRILL -IN EXPANSION ANCHOR MINIMUM
5 TURN_ CONCRETE J
STEEL STRAP I" PIPEX2' X12
GAGE MINI
3 TURNS
COUNTER SLOPE/SPLAYED SEISMIC WIRE
ASSEMBLY PER ASTM c-696)
6)
SHOT -IN ANCHOR
TURAL CONCRETE
CEILING CLIP
VERT
ATTACHMENTS
SCALE: N.T.S.
L LIGHT FIXTURES WEIGH
CONNECTED FROM FI
2. LIGHT FIXTURES WEIGH
GAGE WIRES ATT
ABOVE. THESE WIRES
5- LIGHT FIXTURES WEIGH
STRUCTURE ABOVE.
CAL AIRE HANGER
ELECTRICAL I=I,:TURE NOTES:
5. TANDEM FIXTURES MAC' UTILIZE COMMON WIRES.
SEISMIC SEPAR
SCALE: N.T.S.
GAP DESIGN
3 TURNS
TI ON NOTES:
SEISMIC SEPARATION JOINT
CEILING BRACING, SEE DETAIL #I
THIS SHEET
COUNTER SLOPE/SPLAYED SEISMIC
BRACING WIRE ATTACHMENT, SEE
ATTACHMENT DETAILS THIS SHEET
VERTICAL HANGER WIRE ATTACHMENT
NG LE55 THAN 10 POUNDS SHALL 'AVE ONE 12 GAGE HANGER WIRE
TO THE STRUCTURE ABOVE. THIS WIRE MAY BE SLACK.
NG MORE THAN 10 POUNDS AND LESS THAN 564E39. SHALL HAVE TWO
AT OPPOSING CORNERS OF THE LIGHT FIXTURE TO THE STRUCTURE
AY BE SLACK
N6 MORE THAN 56 LB5. SHALL 13E SUPPORTED DIRECTLY PROM THE
4. PENDANT MOUNTED Fl SHALL BE DIRECTLY SUPPORTED FROM THE 5TRUC1WER ABOVE
USING A q GAGE WIRE OR AN APPROVED ALTERNATE SUPPORT WITHOUT USING THE CEILING
SUSPENSION FOR DIRECT SUPPORT.
MECHANICAL SERVICES NOTES:
I. TERMINALS OR SERVI ES WEIGHING 20LB5. BUT NOT MORE THAN 56LBS. MUST HAVE TWO 12
GAGE WIRES CONNEC NG THEM TO THE CEILING 5YSTEI'1 HANGERS OR THE STRUCTURE ABOVE.
THESE WIRES MAY BE
2. TERMINALS OR SERVIdES WEIGHING MORE THAN 56LBS. MUST BE INDEPENDENTLY SUPPORTED
DIRECTLY FROM THE - TRUCTUREE ABOVE. THESE WIRES MUST BE TAUT.
FLANGE
4,
POP
RIVET
I. FOR CEILING AREAS EXCEEDING 2,500 SQ. 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 LOG/4T1ON OF THE SEISMIC SEPARATION JOINT SHALL BE PER THE DESIGNER
OF RECORD AND NQT 7 ON TIE PLANS. IF A SEISMIC SEPARATION JOINT 15 REQ. BY THE
DE5I6NER, THE DESIGNER MAY USE THE GENERIC JOINT DETAILED ABOVE OR A PROPRIETARY
JOINT. THE AMOUNT OF FREE MOVEMENT ( GAP DESIGN) SHALL BE PER THE DESIGNER OF
RECORD.
NOTES:
I. THESE REC014MENDATIONS ARE INTENDED FOR 5UFPENDED CEILINGS INCLUDING GRID, PANEL
OR TILE, LIGHT FIXTURES AND AIR TEMINALS WEIGHING NO MORE THAN ALBS. PER SQUARE
FOOT.
2 . ALL WIRE TIES ARE TO BE THREE INCHES. TWELVE GAGE HANGER WIRE SPACED 4 FOOT ON
CENTER.
3. CHANGES IN CEILING PLANES WILL REQUIRE POSITIVE BRACING.
2" MIN.
NOTES:
I. WALL MOLDINGS PERIMETER cLoshzE ANGLES) ARE REQUIRED TO HAVE A HORIZONATAL
RANGE 2 INCHES WIDE, KESS ALTERNATE METHODS ARE APPROVED PRIOR TO
INSTALLATION BY THE LOCAL BUILDING D8'T. 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.
TFE GRID SHALL BE ATTACHED AT TWO ADJACENT WAILS( POP RIVETS OR APPROVED
METHOD)
3. THERE SHALL BE A MINUMUM 3/4" CLEARANCE FROM THE 134D 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 4 10 DEGREE INTERSECTING CROSS OR MAIN 15 WITHIN 8
INCEHES OF THE PERIMETER WALL.
LATERAL FORCE BRACING
SCALE: N.T.S.
r
3/4' MIN. AT
UNATTACHED WALLS
SPREADER BAR OR
EQUAL TO KEEP
PERRIER COMPONENTS
FROM SPREADING APART
SPREADER BAR & WALL MOLDING
SCALE: N.T.S.
NOTES:
I. HANGER AND PL9RIMEIER WIRES MUST BE PLUMB WITHIN I IN 6 UNLESS COUNTER SLOPING WIRES
ARE PROVIDED.
2. HANGER WIRES SHALL BE 12 &AGE AND SPACED 4 FEET ON CENTER OR 10 GAGE'. SPACED 5
FLEET 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 CONINECITONS MUST BE CAPABLE OF GARRYIN6
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 TFE 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.
6. POWDER DRIVEN FASTENERS MUST BE APPROVED FOR APPROPRIATE LOADING.
1. TERMINAL ENDS OF EACH MAIN BEAM AND CROSS TEE MUST BE SUPPORTED WITHIN 8 INCHES
OF EACH WALL WITH A PERIMETER WIRE.
C
HANGER (SUSPENSION) WIRES
SCALE: N.T.S.
MAX. RECOMMENDED LENGTH FOR VERT. BRACING
EMT CONl7UIT: 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 < 10' -6'
I" 15%1T CONDUIT <10' -0'
#PROVIDE ENGINEERING IF PLEMJM > 11' -0"
NOTES: Gf T
I. INSTALL SYSTEM IN ACCORDANCE W/ 2003 IBC, ASTM 0-655 AND 0636, ASCE 1 -02 4 CISCA.
2. LATERAL BRACING IS REQUIRED FOR CLG > 000 SF AND NOT REQUIRED FOR CLG. < 1000
PROVIDED THEY ARE SOUNDED BY 4 WALLS AND BRACED TO STRICTURE. PLENUMS < 12° DO NOT
NEED LATERAL BRACING.
5. LATERAL FORGES BRACES SHALL BE 12' OC. (MAX) AND BEGIN NO FURTHER THAN 6' FROM WALLS.
4. LIGHT FIXTURES < 10 LBS SHALL HAVE I I26W. 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 STRUCTURE.
9. ONLY HEAVY-DUTY T-BAR GRID SYSTEM ALLOWED PER ASGE -1, SECTION gb2b22
SUSPENDED CEILING BRACING
SCALE: N.T.S.
CEILING GRID GENERAL NOTES
5. TANDEM FIXTURES MAY UTILIZE COMMON WIRES.
SPLAY WIRES ARE TO BE MIN.
4-12 6A. AIRES ATTACHED TO
THE MAIN BEAM. WIRES 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' DC. TERMINAL
ENDS OF EA. MAIN OR CROSS TEE
MUST BE SUPPORTED WITHIN 5"
OF EA, WALL.
12 GA. HANGER WIRE SPACED
4' QC. ALL WIRE TIES TO EE
3 TIGHT TURNSAROUND ITSELF
WITHIN 5 INCHES.
OPTIONAL LATERAL BRACING SHALL
Se 12' QC (MAX) AND BEGIN <6'
FROM SEE CHART FOR SIZES
AND VERIFY LOCAL CODE REQ.
LAT. FORCE BRACING 4 EA. 12
GA. WIRE SECURED TO MAIN
RUNNER WITHIN 2'-O' oP CR055
TEE AND SPLAYED q0° FROM EA.
OTHER ®12' -0° O.G. BOTH
DIRECTIONS 1M/ FIRST POINT
WITHIN 4'-O' FROM EA. WALL
MAIN BEAM
ELECTRI CALL E I XTURE NOTES:
I. LIGHT FIXTURES 1 LESS THAN 10 POUNDS SHALL HAVE ONE 12 GAGE HANGER WIRE
CONNECTED FROM FIXTURE TO THE STRUCTURE ABOVE. THIS WIRE MAY BE SLACK
2. LIGHT FIXTURES WEIGHING MORE THAN 10 POUNDS AND LESS THAN 56LBS. 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 LB5. SHALL BE SUPPORTED DIRECTLY FROM THE
STRUCTURE ABOVE.
4. WANT MOUNTED FIXTURES SHALL BE DIRECTLY SUPPORTED FROM THE STRUCTURI~R ABOVE
USING A q GAGE WIRE OR AN APPROVED ALTERNATE SUPPORT WITHOUT USING THE CEILING
SUSPENSION FOR DIRECT SUPPORT.
MECHANICAL SERVICES NOTES:
I. TERMINALS OR SERVICES WEIGHING 20LB5. BUT NOT MORE THAN 56L55. MUST HAVE TWO 12
GAGE AIRES CONNECTING THEM TO THE CEILING SYSTEM HANGERS OR THE STRUCTURE ABOVE.
THESE WIRES MAY BE SLACK
2. TERMINALS OR SERVICES WEIGHING MORE THAN 56LBS. 1-1U5T BE INDEPENDENTLY SUPPORTED
DIRECTLY FROM THE STRUCTURE ABOVE. THESE WIRES MUST BE TAUT.
SPRINKLER NOTES:
I. FOR GBJN65 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 I' FRS MOVEMENT SHALL BE PERMITTED AS AN ALTERNATE.
IT
I5II
OPEN OFFICE
OFFICE
SCALE: I /S "= I -O"
IE 1
OPEN OFFICE
I SIO1
LIGHTING NOTES
LIGHTING LEGEND
B/S SINGLE SWITCH
E EXISTING TO REMAIN
RE RETROFIT
R RELOCATE
EX. CONFERENCE EX.
EX. OFFICE
sag
CEILING HEIGHTS ARE FROM SLAB TO FINISHED CEILING.
LIGHTING CALCULATIONS
EX. OFFICE
I 3o8 I
REFLECTED CEILING PLAN
CONTRACTOR SHALL PROVIDE SEISMIC BRACING 9 ALL RELOCATED LIGHT FIXTURES.
EXISTING Si 5 2X4 FLOURESSCENT LIGHT FIXTURE TO REMAIN.
1C1
i
13011
6
III
302
6 1
1
II •
6
6
303
•
6
6 1
I
6 1
6
i
6 1
6
6 1
illrfir I USN
.I■ MCI II��MNER
II-
6
EX OFFICE
EX. OFFICE
1
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 THERMOSTAT LOCATIONS.
ALL REQUIRES, EXIT SIGNS SHALL HAVE LETTERS SIX INCHES HIGH MINIMUM AND SHALL CONFORM WITH ALL
APPLICABLE CODES.
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 GORES.
CONTRACTOR TO VERIFY ALL SWITCH LOCATIONS WITH TENANT PRIOR TO INSTALLATION. ?WEER OF
SWITCHES FOR OPEN AREA 15 BIDDER DESIGN. SWITCHES INDICATED ON DRAWING FOR OPEN AREA ARE
FOR REFERENCE ONLY.
INDICATES 24 HOUR FIXTURE, WITH EMERGENCY BATTERY BACKUP SYSTEM.
2x4 CEILING GRID
EXISTING B/S ILLUMINATED CEILING MOUNTED EXIT SIGN NV EMERGENCY LIGHTS.
®1 EXISTING B/S ILLUMINATED CEILING MOUNTED EXIT SIGN W/ DIRECTION ARROW.
NOTE: CONTRACTOR TO REUSE AND / OR RELOCATE EXISTING LIGHT FIXTURES AND SWITCHES WHERE
POSSIBLE.
CONTRACTOR TO RE-SWITCH / RECIRCUIT LIGHT SWITCHES AND LIGHT FIXTURES AS NE:EDE•P.
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.
ZKROOM
CODE COMPLIA F1
PR®
JAN . 2 2008
6 ILDI
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
4878
CHECKED BY:
VSS
PROJECT NAME
mammaisma
DESIGN TEAM
PROJECT NO.:
07.235
PRINCIPAL:
VSS
DRAWN BY:
AF
PALL A
STATEOFW =: •
MYERS MARKETING
RIVERVIEW PLAZA
TENANT IMPROVEMENT
BUILDING 3- FLOOR 3
16000 CHRISTENSEN ROAD STE 304
TUKWILA, WASHINGTON
ISSUED /REVISIONS
12 -11 -07 ISSUED FOR PERMIT
I
PROJECT CONSULTANTS
SHEET TITLE
NEB
REFLECTED CEILING
PLAN SECTIONS & DETIALS
SECTIONS & DETIALS
DEC 1 12007
SHEET NO. PERMIT GENTEk