HomeMy WebLinkAboutPermit D16-0106 - FIELDING LAW GROUP - OFFICE SUITE 210FIELDING LAW GROUP
16400 SOUTHCENTER PKWY
SUITE 210
D16-0106
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Inspection Request Line: 206-438-9350
Web site: http://www.TukwilaWA.gov
DEVELOPMENT PERMIT
Parcel No: 2623049021
Address: 16400 SOUTHCENTER PKWY 210
Project Name: FIELDING LAW GROUP
Permit Number: D16-0106
Issue Date: 5/10/2016
Permit Expires On: 11/6/2016
Owner:
Name:
Address:
Contact Person:
Name:
Address:
Contractor:
Name:
Address:
License No:
Lender:
Name:
RADOVICH PROPERTIES LLC
2835 82ND AVE SE STE S 1, MERCER
ISLAND, WA, 98040
LINDA DUCEY
1500 WESTLAKE AVE N, SUITE 1 ,
SEATTLE, WA, 98109
Phone: (206) 441-1449
D P INC GENERAL CONTRACTORS Phone: (206) 361-2989
19936 BALLINGER WAY NE , LAKE
FOREST PARK, WA, 98155
DPINCGC066BU Expiration Date: 1/31/2018
JOHN C RADOVICH DEV CO
Address: 2835 82ND AV SE #S-1, MERCER
ISLAND, WA, 98040
DESCRIPTION OF WORK:
INTERIOR TENANT IMPROVEMENTS TO AN EXISTING SUITE ON THE SECOND FLOOR, SUITE 210, FOR OFFICE USE
TO INCLUDE DEMOLITION OF CASWORK AND A PARTITION, NEW CONSTRUCTION OF NEW PARTITIONS AND ONE
NEW DOOR, NO EXISTING LIGHTING RELOACTED. NO STRUCTURAL WORK AND NO ALTERATIONS TO THE
BUILDING CORS.
Project Valuation: $30,000.00
Type of Fire Protection: Sprinklers: YES
Fire Alarm: YES
Type of Construction: HA
Fees Collected: $1,155.24
Occupancy per IBC: B
Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA
Sewer District: TUKWILA SEWER SERVICE
Current Codes adopted by the City of Tukwila:
International Building Code Edition:
International Residential Code Edition:
International Mechanical Code Edition:
Uniform Plumbing Code Edition:
International Fuel Gas Code:
2012
2012
2012
2012
2012
National Electrical Code:
WA Cities Electrical Code:
WAC 296-46B:
WA State Energy Code:
2014
2014
2014
2012
Public Works Activities:
Channelization/Striping:
Curb Cut/Access/Sidewalk:
Fire Loop Hydrant:
Flood Control Zone:
Hauling/Oversize Load:
Land Altering:
Landscape Irrigation:
Sanitary Side Sewer:
Sewer Main Extension:
Storm Drainage:
Street Use:
Water Main Extension:
Water Meter:
Volumes: Cut: 0 Fill: 0
Number: 0
Permit Center Authorized Signature:
fi
Date:
I hearby certify that I have read and examined this permit and know the same to be true and correct. All
provisions of law and ordinances governing this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provisions of any other
state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this
development per • . nd agree to the condi "ons attached to this permit.
Signature:
Print Name,
Date:
This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if
the work is suspended or abandoned for a period of 180 days from the last inspection.
PERMIT CONDITIONS:
1: ***BUILDING PERMIT CONDITIONS***
2: Work shall be installed in accordance with the approved construction documents, and any changes made
during construction that are not in accordance with the approved construction documents shall be
resubmitted for approval.
3: All permits, inspection record card and approved construction documents shall be kept at the site of work
and shall be open to inspection by the Building Inspector until final inspection approval is granted.
4: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for
nonstructural components. ASCE 7, Chapter 13.
5: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall
be laterially braced to the building structure. Such bracing shall be independent of any ceiling splay
bracing.
6: All wood to remain in placed concrete shall be treated wood.
7: There shall be no occupancy of a building until final inspection has been completed and approved by
Tukwila building inspector. No exception.
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: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the
City of Tukwila Building Department (206-431-3670).
10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center.
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: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center (206/431-3670).
16: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is
calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all
purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC
906.3) (NFPA 10, 5.4)
13: 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)
14: 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)
15: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached
that indicates the month and year that the inspection was performed and shall identify the company or
person performing the service. Every six years stored pressure extinguishers shall be emptied and
subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire
extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher
service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3)
17: 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)
18: 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)
19: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10)
20: 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 1008.1.9.1)
21: Aisles and aisle access ways serving as a portion of the exit access in the means of egress system shall
comply with the requirements of this section. Aisles or aisle access ways shall be provided from all
occupied portions of the exit access which contain seats, tables, furnishings, displays and similar fixtures or
equipment. The required width of aisles shall be unobstructed. (IFC 1017.1)
25: Fire protection systems shall be maintained in accordance with the original installation standards for that
system. Required systems shall be extended, altered or augmented as necessary to maintain and continue
protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems
shall be done in accordance with applicable standards. (IFC 901.4)
23: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3)
22: 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 Factory
Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire
Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence
without approved drawings. (City Ordinance No. 2436).
26: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of
N.F.P.A. 72 and City Ordinance #2437.
28: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may
require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437)
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 #2437) (IFC 901.2)
29: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required
for this project.
30: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that
set forth in Table No. 803.9 of the International Building Code.
31: In order to provide you with the fastest police and fire protection under emergency conditions, please post
your suite, room or apartment number in a conspicuous place near the main entry door.
24: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances
#2436 and #2437)
32: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply
approval of such condition or violation.
33: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention
Bureau at (206)575-4407.
PERMIT INSPECTIONS REQUIRED
Permit Inspection Line: (206) 438-9350
1700 BUILDING FINAL**
1400 FIRE FINAL
0409 FRAMING
0406 SUSPENDED CEILING
CITY OF TUKW,_ 1
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd, Suite 100
Tukwila, WA 98188
http://www.TukwilaWA.gov
Building Permit No. MO' 0 (0
Project No. r
1 -t') -;--t
Date Application Accepted:
Date Application Expires:
(For office use only)
CONSTRUCTION PERMIT APPLICATION
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.: 262304-9021
Site Address: 16400 Southcenter Parkway
Tenant Name: Fielding Law Group
Suite Number: 210
PROPERTY OWNER
Name: John C. Radovich Development Co.
Address: 2385 82nd Ave. SE, suite 300
City: Mercer Island State: WA Zip: 98040
CONTACT PERSON — person receiving all project
communication
Name: Linda Ducey
Address: 1500 Westlake Ave. N. , suite one
City: Seattle State: WA Zip: 98109
Phone: (206) 441-1449 Fax:
Email: l.ducey@marvinstein.com
GENERAL CONTRACTOR INFORMATION
Company Name: DP Inc - General Contrators
Address: 19936 Ballinger Way NE
City: Shoreline State: WA zip: 98155
Phone: (206) 361-2989 Fax:
Contr Reg No.: DPINCGC066BU Exp Date: 01/31/2018
Tukwila Business License No.: BUS -0994280
H: Applications\Forms-Applications On Line \2011 Applications\permit Application Revised - 8-9-11.docc
Revised: August 2011
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New Tenant:
Floor: 2nd floor
Yes D .. No
ARCHITECT OF RECORD
Company Name: Marvin Stein Associates
Architect Name: Mark Evans
Address: 1500 Westlake Ave. N. , suite one
City: Seattle State: WA zip: 98109
Phone: (206) 441-1449 Fax:
Email: m.evans@marvinstein.com
ENGINEER OF RECORD
Name: k(' i ,
I,
Company Name:
Address�al(,e� g ,,
Engineer Name:
*S- 1
Address:
f.
State: r''./,
City:
State:
Zip:
Phone:
Fax:
Email:
LENDER/BOND ISSUED (required for projects $5,000 or
greater per RCW 19.27.095)
Name: k(' i ,
I,
, t
Address�al(,e� g ,,
*S- 1
City:11rfs
f.
State: r''./,
Zip: qv(
Page 1 of 4
BUILDING PERMIT INFORMATIOI !06-431-3670
Valuation of Project (contractor's bid price): $ 00 Existing Building Valuation: $
Describe the scope of work (please provide detailed information):
Interior tenant improvements to any existing office suite on the second floor, suite #210, for office use to include demolition of
casework and a partition, new construction of partitions and one new door, no existing lighting relocated. No structural work and
no alterations to the building core.
Will there be new rack storage? ❑ Yes l.. 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): 84,975 Floor area of principal dwelling: 64,725 Floor area of accessory dwelling: 0
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: Compact:
Will there be a change in use? 0 Yes
Handicap:
m No If "yes", explain:
FIRE PROTECTION/HAZARD US MATERIALS:
® Sprinklers Automatic Fire Alarm ❑ None 0 Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 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 ty ata Sheets.
SEPTIC SYSTEM
0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
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Revised: August 2011
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Page 2 of 4
Existing
Interior Remodel
Addition to
Existing
Structure
New
Type of
Construction per
IBC
Type of
Occupancy per
IBC
1n Floor
0
2nd Floor
13,700
1,355
0
0
II -A sprinkler
B- office
3`d Floor
0
Floors thru
0
Basement
0
Accessory Structure*
0
Attached Garage
0
Detached Garage
0
Attached Carport
0
Detached Carport
0
Covered Deck
0
Uncovered Deck
0
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): 84,975 Floor area of principal dwelling: 64,725 Floor area of accessory dwelling: 0
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: Compact:
Will there be a change in use? 0 Yes
Handicap:
m No If "yes", explain:
FIRE PROTECTION/HAZARD US MATERIALS:
® Sprinklers Automatic Fire Alarm ❑ None 0 Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 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 ty ata Sheets.
SEPTIC SYSTEM
0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
H: Applications\Forms-Applications On Line \2011 Applications\pennit Application Revised - 8-9-11.docx
Revised: August 2011
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Page 2 of 4
PUBLIC WORKS PERMIT INFOI 1TION — 206-433-0179
Scope of Work (please provide detailed information):
one existing sink to remain
Call before you Dig: 811
Please refer to Public Works Bulletin #1 for fees and estimate sheet.
Water District
❑ ...Tukwila 0 ...Water District #125
❑ ...Water Availability Provided
Sewer District
0 ...Tukwila
❑ ...Sewer Use Certificate
❑ ...Valley View
❑ ... Sewer Availability Provided
0 .. Highline
❑ .. Renton
0 .. Renton
❑ .. Seattle
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)
❑ ...Bond 0 .. Insurance ❑ .. Easement(s)
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
❑ ...Total Fill
cubic yards
cubic yards
❑ ...Sanitary Side Sewer
❑ ...Cap or Remove Utilities
0 ...Frontage Improvements
❑ ...Traffic Control
❑ ...Backflow Prevention - Fire Protection
Irrigation
❑ .. Geotechnical Report
❑ .. Maintenance Agreement(s)
❑ ...Traffic Impact Analysis
0 ...Hold Harmless — (SAO)
❑ ...Hold Harmless — (ROW)
❑ .. Right-of-way Use - Profit for less than 72 hours
❑ .. Right-of-way Use — Potential Disturbance
❑ .. Work in Flood Zone
❑ .. Storm Drainage
.. Abandon Septic Tank
.. Curb Cut
.. Pavement Cut
.. Looped Fire Line
Domestic Water
❑ ...Permanent Water Meter Size...
❑ ...Temporary Water Meter Size ..
❑ ...Water Only Meter Size
❑ ...Sewer Main Extension Public 0
❑ ...Water Main Extension Public ❑
19
11
59
11
>f
WO #
WO #
WO #
Private ❑
Private ❑
❑ .. Grease Interceptor
0 .. Channelization
❑ .. Trench Excavation
❑ .. Utility Undergrounding
❑ ...Deduct Water Meter Size
15
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:
Water Meter Refund/Billing:
Name:
Mailing Address:
City
State
Zip
Day Telephone:
City
State
Zip
H:\Applications\Forms-Applications On Line\201 I Applications\Permit Application Revised - 8-9-I I.docx
Revised: August 2011
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Page 3 of 4
PERMIT APPLICATION NOTES —
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.
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).
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PE ' Y BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING ;;E� AUTHOGEkT
PJ'�/�'Y/
Signature: /' Date: 04/21/2016
Print Name: ' becca Davidson Day Telephone: (206) 267-6061
Mailing Address: 2385 82nd Ave. SE., suite 300 Mercer Island WA 98040
City State Zip
H:\ Applications\ Forms -Applications On Line \2011 Applications'Permit Application Revised - 8-9-11.docx
Revised: August 2011
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Page 4 of 4
Cash Register Receipt
City of Tukwila
DESCRIPTIONS I ACCOUNT I QUANTITY I
PermitTRAK
PAID
$1,155.24
D16-0106 Address: 16400 SOUTHCENTER PKWY 210 Apn: 2623049021
$1,155.24
DEVELOPMENT
$1,121.39
PERMIT FEE
R000.322.100.00.00
0.00
$676.90
PLAN CHECK FEE
R000.345.830.00.00
0.00
$439.99
WASHINGTON STATE SURCHARGE
B640.237.114
0.00
$4.50
TECHNOLOGY FEE
$33.85
TECHNOLOGY FEE
TOTAL FEES PAID BY RECEIPT: R8279
R000.322.900.04.00
0.00
.
$33.85
$1,155.24
Date Paid: Friday, April 22, 2016
Paid By: RADOVICH PROPERTIES LLC
Pay Method: CHECK 2332
Printed: Friday, April 22, 2016 11:51 AM 1 of 1
1_J SYSTEMS
INSPECTION RECORD
Retain a copy with permit
r6 -0(d,G
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 5outhcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
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Special Instructions:
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Date Wanted:
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a.m.
p.m.
Requester:
Phone No:
Approved per applicable codes. a Corrections required prior to approval.
OMMENTS:
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Inspector:
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n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
teC
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
P(6-0fo,6
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
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a.m.
p.m.
Requester:
Phone No:
l.__1 Approved per applicable codes. Corrections required prior to approval.
COMMENTS:
Inspector: re../
Date
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REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be
paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection.
INSPECTION RECORD
Retain a copy with permit
PECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
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6300 Southcenter Blvd., #100, Tukwila. WA 98188
Permit Inspection Request Line (206) 438-9350
(206) 431-3670
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Requester: i("
Phone No:
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Approved per applicable codes. LJ Corrections required prior to approval.
O M M ENTS:
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Date: 8
REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
PERMIT COORD COPY
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D16-0106 DATE: 04/22/16
PROJECT NAME: FIELDING LAW GROUP
SITE ADDRESS: 16400 SOUTHCENTER PKWY - SUITE 210
X Original Plan Submittal
Revision #
before Permit Issued
Response to Correction Letter # Revision # after Permit Issued
DEPARTMENTS:
A 4W( 1—)'- y
Public Woks V-49
Building Division
Fire Prevention Planning Division
Structural
nPermit Coordinator g
PRELIMINARY REVIEW:
Not Applicable
(no approval/review required)
DATE: 04/26/16
Structural Review Required
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS:
Approved
Corrections Required
(corrections entered in Reviews)
Approved with Conditions
Denied
(ie: Zoning Issues)
DUE DATE: 05/24/16
7,
n
Notation:
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
12/18/2013
D P INC GENERAL CONTRACT'IRS
Home Espanol Contact
Safety & Health Claims & Insurance
0 Washington State Department of
Labor & industries
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D P INC GENERAL CONTRACTORS
Owner or tradesperson
Principals
DODSON, WILLIAM, PRESIDENT
Doing business as
D P INC GENERAL CONTRACTORS
WA UBI No.
601 515 833
19936 BALLINGER WAY NE
SEATTLE, WA 98155
206-361-2989
KING County
Business type
Corporation
License
Verify the contractor's active registration / license / certification (depending on trade) and any past violations.
Construction Contractor
License specialties
GENERAL
License no.
DPINCGC066BU
Effective — expiration
01/31/1994— 01/31/2018
Bond
Merchants Bonding Co (Mutual)
Bond account no.
WA28622
Active.
Meets current requirements.
$12,000.00
Received by L&I Effective date
12/27/2012 01/31/2013
Expiration date
Until Canceled
Bond history
Insurance
Continental Western Ins Co
Policy no.
CWP6015605
$1,000,000.00
Received by L&I Effective date
08/13/2015 09/15/2014
Expiration date
09/15/2016
Insurance history
Savings
No savings accounts during the previous 6 year period.
Lawsuits against the bond or savings
No lawsuits against the bond or savings accounts during the previous 6 year period.
L&I Tax debts
No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts
may be recorded by other agencies.
License Violations
No license violations during the previous 6 year period.
https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601515833&LIC=DPINCGC066BU&SAW= 5/9/2016
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GYPSUM WALL BOARD
HOLLOW CORE
HARDWARE
HOLLOW METAL
HEIGHT
HEATING, VENTILATING,
AIR CONDITIONING
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ORIGINAL
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PLASTIC LAMINATE
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UNLESS NOTED OTHERWISE
VINYL COMPOSITION TILE
VERTICAL
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WITH
WITHOUT
WALLCOVERING
WOOD
NO CHANGE IN BUILDING AREA
NO CORE / SHELL WORK
NO STRUCTURAL WORK
NO EXTERIOR WORK
NO CHANGE IN USE
AREA OF WORK
(1,355 SF )
0 0
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OCCUPANT LOAD:
PER TABLE 1004.1.2: 100 SF PER OCCUPANT
FOR "B" (OFFICE).
NUMBER OF REQUIRED EXITS PER IBC 1015.1.
1,355 SF @ 1:100 = 14 OCCUPANTS
1 EXIT(S) REQUIRED, 1 EXIT(S) PROVIDED
TRAVEL DISTANCE:
MAXIMUM LENGTH ALLOWED IS 300' PER
IBC TABLE 1016.2.
POINT WHERE 2 PATHS TO SEPARATE EXITS
ARE AVAILABLE.
COMMON PATH OF EGRESS
TRAVEL:
MAXIMUM LENGTH ALLOWED IS 100' PER
IBC TABLE 1014.3.
LONGEST COMMON PATH OF EGRESS
TRAVEL = ± 65 FT.
EXISTING ELEVATOR LOBBY AND CORRIDOR
NIC., TYP.
CORE (SHADED AREA) - N.I:C., TYP.
SOUTHCENTER PLACE
EXISTING 5 -STORY OFFICE BUILDING
NORTH
SEA -TAC
INTERNATIONAL
NRPORT
71 VICINITY MAP
2
ABBREVIATIONS
NA
3
KEY PLAN, EXITING AND OCCUPANCY LOAD CALCULATION
NTS
36
NORTH
NTS
36
SOUTHCENTER PKWY
i
I
STRANDER BLVD
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OUTBACK STEAK HOUSE
4 I SITE MAP
EXISTING
STRUCTURE
METAL CLIP
M
NORTH
METAL STUDS STAGGERED @ 8'-0"
O.C. FOR ALL UNBRACED STRAIGHT
RUNS OF WALL OVER 12'-0". ATTACH
TO STRUCTURE ABOVE.
(2) #10 SCREWS
NTS
SCHEDULED CEILING TILE & GRID
i
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8' MAX 8' MAX 8' MAX 8' MAX 8' MAX 8' MAX
OMIT BRACING AT WALL
LATERAL BRACING (STAGGERED) PER
DETAIL ABOVE (TYP.)
I
I
LATERAL WALL BRACING PLAN VIEW
NTS
2' MAX
TO END
OF WALL
TOP OF WALL
NOTES:
1. LATERAL BRACING IS TO BE INSTALLED ON
TENANT PARTITIONS AT 8 FEET O.C. EXCEPT AT
INTERSECTIONS WITH WALLS AT LEAST 4 FEET
LONG. (PER TYPICAL PARTITION PLAN)
2. PROVIDE BRACING AT ANY PERMANENT
PARTITION THAT IS NOT ATTACHED TO CEILING
GRID.
5
STANDARD HEAD BRACING
NA
1/4" NON-COMBUSTABLE
WOOD FILLER UNDER MAIN
RUNNERS.
CEILING 9+8'-6"A.F.F.
CONTINUOUS 'L' METAL
TRIM W/ PAPER WING (BOTH
SIDES OF PARTITION)
GALV. STEEL SILL TRACK.
ATTACH TO STRUCTURE WITH
HILTI X -U (OR XU15) UNIVERSAL
KNURLED SHANK POWER DRIVEN
FASTENER WITH MIN. 1"
EMBEDMENT @ 16" O.C.
(FOLLOW MANUFACTURER'S
INSTRUCTIONS).
FLOORING AS SCHEDULED
(BOTH SIDES OF PARTITION)
STUD SCHEDULE
STUD SCHEDULE:
2-1/2"= 250S125-27 (22 GA); MAX
10'-0" HIGH.
3-5/8" = 362S125-27 (22 GA); MAX
13'-0" HIGH.
6" = 600S125-27 (22 GA); MAX
17'-6" HIGH.
NOTES:
1. ALL STUDS ARE AT 16" O.C.
2. USE SAME GAUGE AS STUDS
FOR TRACKS AND CHANNEL.
3. USE SSMA TECHNICAL GUIDES.
SEISMIC BRACING (BEYOND)
PER 5/TI-1.
1/8" BLACK FOAM TAPE, HOLD
BACK 1/4" FROM EDGE OF TRACK
(BOTH SIDES)
METAL TRACK WITH (2) #10
SCREWS AT 16" O.C.
REVEAL (PAINT BLACK) OR
MATCH EXISTING CONDITION.
(BOTH SIDES OF PARTITION)
5/8" FIRE RETARDANT TREATED
PLYWOOD BLOCKING AT WALL
HUNG ITEMS (WHERE
APPLICABLE- REFER TO
DRAWING PLANS).
ALTERNATE FOR BLOCKING:
20" WIDE SHEET METAL AT+40"
FROM FLOOR TO BOTTOM (IN
LIEU OF WOOD BLOCKING)
5/8" GWB, TYPE 'X' EACH SIDE
BASE, AS SCHEDULED.
(BOTH SIDES OF PARTITION.)
EXISTING STRUCTURE (BELOW)
GALV STEEL STUD, PER STUD
SCHEDULE, WITH 5/8" TYPE 'X'
GWB EACH SIDE.
SCOPE OF WORK
TENANT IMPROVEMENT TO AN EXISTING SUITE ON THE 2ND FLOOR FOR OFFICE USE TO INCLUDE:
• DEMOLITION OF CASEWORK AND PARTITIONS
• CONSTRUCTION OF A PARTITION, A DOOR AND A RELITE
• NEW PAINT AND CARPET THROUGHOUT SUITE
AREA OF SUITE: 1,355 SQ.FT.
AREA OF FLOOR: ±13,700 SQ. FT.
OCCUPANCY TYPE: B, OFFICE
CONSTRUCTION TYPE: II -A, FULLY SPRINKLERED
APPLICABLE CODES:
2012 INTERNATIONAL BUILDING CODE (IBC)
2012 INTERNATIONAL FIRE CODE (IFC)
2012 INTERNATIONAL MECHANICAL CODE (IMC)
ICC/ANSI 117.1 - ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES
2012 WASHINGTON STATE ENERGY CODE (WSEC)
2012 INTERNATIONAL FUEL AND GAS CODE (IFGC)
2012 UNIFORM PLUMBING CODE (UPC)
2014 NATIONAL ELECTRICAL CODE (NEC)
WASHINGTON INDOOR AIR QUALITY CODE
ASSESSOR'S PARCEL #: 262304-9021
LEGAL DESCRIPTION:
PARCEL 1 OF CITY OF TUKWILA REVISED SHORT PLAT #77-51-55 AKA BLA #3-79 REC #7904180861 SD
PLAT DAF - POR SE 1/4 OF NW 1/4 BEG AT MONUMENTAL INTSN OF C/L'S OF SOUTHCENTER PARKWAY
57TH AVE S & STRANDER BLVD S 164TH ST TH S 8-45-5 E 325.05 FT TH S 0-25-58 E 30 FT TO AN INTSN
WITH S MGN SD STRANDER BLVD & TPOB TH CONTG S 0-25-58 E 200 FT TH S 89-45-58 E 350 FT TH S
0-25-58 E 1093.20 FT TH N 89-43-19 W 626.31 FT TO E ALG ARC OF CURVE TO RGT RAD 50 FT THRU C/A
91-11-50 79.53 FT TO S MGN STRANDER BKVD TH S 89-45-58 E 237.72 FT TO TPOB LESS POR OF SD PAR 1
FOR ST UNDER REC NO 8310250922 LESS RD PER SUP COURT #09-2-19459-9 KNT
PROJECT DIRECTORY
TENANT
FIELD LAW GROUP
BUILDING REPRESENTATIVE
JOHN C. RADOVICH DEVELOPMENT CO.
2385 82ND AVENUE SE, SUITE 300
MERCER ISLAND, WA 98040
CONTACT: REBECCA DAVIDSON
TELEPHONE: (206) 267-6060
FAX: (206) 206-267-6061
EMAIL: REBECCADAVIDSON@JCRDEVCO.COM
GENERAL NOTES
1. COMPLY WITH ALL APPLICABLE CODES.
DESIGNER
MARVIN STEIN ASSOCIATES, LLC
1500 WESTLAKE AVE. N, SUITE ONE
SEATTLE, WASHINGTON 98109
CONTACT: LINDA DUCEY
TELEPHONE: (206) 441-1449
EMAIL: L.DUCEY@marvinstein.com
CONTRACTOR
TBD
2. THE GENERAL CONTRACTOR SHALL VISIT THE JOB SITE AND VERIFY THE FIELD CONDITIONS PRIOR TO PURCHASING
MATERIALS OR COMMENCING THE WORK.
3. REPORT ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND DRAWINGS TO MSA BEFORE PROCEEDING
WITH THE WORK.
4. VERIFY THE BUILDING STANDARDS (B/S) BEFORE PROCEEDING WITH THE WORK.
5. OBTAIN ALL REQUIRED PERMITS AND APPROVALS BEFORE PROCEEDING WITH THE WORK.
6. WALLS, PARTITIONS AND CEILINGS SHALL BE INDEPENDENTLY BRACED TO RESIST SEISMIC FORCES.
7. PROVIDE BLOCKING AT ALL WALL MOUNTED ITEMS.
8. ALIGN AND SHIM TRANSITIONS BETWEEN OLD AND NEW CONDITIONS.
9. LEVEL THE FLOOR. DEVIATIONS OF ± 1/2" WITHIN 10'-0" IS THE ACCEPTABLE LIMIT.
10. GENERAL CONTRACTOR REVIEW AND SIAMP UK MAKK REQUIRED SUBMITTALS AND SHOP DRAWINGS PRIOR TO
SENDING COPIES TO MSA FOR REVIEW AND COMMENT.
11. THE BUILDING OWNER OR THE OWNER'S AUTHORIZED REPRESENTATIVE SHALL ESTABLISH WORKING TIME AND
STANDARDS OF CONDUCT.
12. DO NOT SCALE DRAWINGS.
13. THE GENERAL CONTRACTOR SHALL COORDINATE THE ACTIVITIES OF ALL SUBCONTRACTORS, DELIVERY, AND THE
STAGING OF MATERIALS.
MECHANICAL, PLUMBING, FIRE PROTECTION
AND LIFE SAFETY NOTES
1. MECHANICAL, FIRE PROTECTION AND LIFE SAFETY ALTERATIONS AND CONSTRUCTION ARE BY OTHERS, UNDER
SEPARATE PERMITS BY DESIGN BUILD CONTRACTORS - DEFERRED SUBMITTALS.
2. REBALANCE THE HVAC SYSTEM AND PROVIDE WRITTEN REPORT TO BUILDING REPRESENTATIVE.
3. CLEAN ALL DIFFUSERS & GRILLS.
4. VERIFY LOCATION OF THERMOSTATS WITH BUILDING REPRESENTATIVE PRIOR TO FINAL INSTALLATION.
5. ALL CONSTRUCTION WORK IS CONFINED TO THE BUILDING INTERIOR. CONTRACTOR SHALL PROVIDE BARRIERS OR
SYSTEMS TO CONTAIN DUST, DIRT OR DEBRIS TO MINIMIZE INCONVENIENCE TO OTHER TENANTS WITHIN THE
BUILDING.
6. CONSTRUCTION OPERATIONS SHALL NOT OBSTRUCT HALLWAYS, CORRIDORS, STAIRWAYS OR MEANS OF EGRESS
FOR THE TENANTS OF THE BUILDING.
7. DO NOT DISRUPT HVAC, PLUMBING, ELECTRICAL OR FIRE PROTECTION SYSTEMS WITHOUT PRIOR AUTHORIZATION
FROM BUILDING REPRESENTATIVE.
8. THE CONSTRUCTION SITE SHALL BE LEFT CLEAN & ORDERLY AT THE END OF EACH WORK DAY.
9. NO ONE WILL OCCUPY THE AREA OF WORK OTHER THAN AUTHORIZED CONSTRUCTION PERSONNEL.
10. THE GENERAL CONTRACTOR SHALL PROVIDE TEMPORARY CONSTRUCTION BARRIERS TO INHIBIT ACCESS BY
NON -AUTHORIZED PERSONNEL & AS REQUIRED BY O.S.H.A. STANDARDS TO PREVENT INJURIES OR ACCIDENTS.
11. N.F.PA. / I.F.C. APPROVED; FIRE EXTINGUISHERS SHALL BE LOCATED WITHIN 75 FEET FROM ANY POINT ALONG THE
PATH OF TENANT EGRESS ORAS REQUIRED BY THE LOCAL FIRE MARSHAL.
12. THE SPACE AROUND PIPES DUCTS ETC. PENETRATING FIRE RESISTANT CONSTRUCTION SHALL NOT EXCEED W &
SHALL BE PACKED SOLID WITH APPROVED FIRE SAFING MATERIAL & SEALED WITH METAL ESCUTCHEONS EACH SIDE
AS REQUIRED BY CODE.
13. MAINTAIN INTEGRITY OF RATED ASSEMBLIES AND REPAIR ANY DAMAGE TO SPRAY APPLIED FIRE PROOFING.
SOUTHCENTER
PLACE
16400 SOUTHCENTER PARKWAY
TUKWILA, WA 98188
FOR:
If;iianicai
err n
- c>.,V t:i,,af
I4fu atbing
CfrKas Piping
Cty of Tukwila
l 'NG DIVISION
REVISIONS
No chances slag#I be made to the scope
of work withe;it prior approval of
rut-Lviia Building Division.
f evns mil require a new plan
and may incisive additional plan review fees.,!
Ru?t;ISTt:RH)
• K DOUGLAS EVANS
sT ATF: or W:AsmNGTON
DRAWN BY: TA
CHECKED BY: LD
JOB NO.: 78011.148
NO.
REVISIONS INDICATED THUS A
DATE
PERMIT SET
04/21/16
..Cf1D
^� COMPLIANCE
APPROVED
"Y05251E
"AY
Rie
3UIL Di DivISION
6 SCOPE OF WORK / PROJECT NOTES
NA
APPROVAL STAMPS:
RECEIVED
CITY OF TUKWILA
APR 22 2016
PERMIT CENTER
TI -1 COVER SHEET AND DETAILS
TI -2 DEMOLITION PLAN, CONSTRUCTION PLAN AND REFLECTED CEILING PLAN
P mat No. \ i-- 0 i D (t
P . r-cv aw approval is subject to errors and omissions.
f'. { .o a! cf c'c E i-;cBio:i documents does not authorize
{:.:, �€,ir adopted code or ordinance. Receipt
of to spro c d ' and co €d 'onr.is ac nowle ed:
11117 I i'.1 A .4
Date:,11111..
City of Tukwila
BUILDING DIVISION
bUoio)
TENANT:
FIELDING LAW GROUP
SECOND FLOOR, SUITE # 210
SHEET TITLE:
COVER SHEET AND DETAILS
7 I STANDARD TENANT PARTITION
1-1/2" =1'-0"
8 I SHEET INDEX NA
REPRODUCTION, ALTERATION OR PUBLICATION OF THIS
DRAWING, WITHOUT EXPRESSED PERMISSION BY MSA, IS A
VIOLATION OF FEDERAL COPYRIGHT LAW. COPYRIGHT BY
MSA 2016.
TI -1
OF 2
DEMOLITION PLAN
1/8" = 1'-0"
0 5' 10'
20'
DEMOLITION LEGEND
EXISTING BUILDING CORE TO REMAIN.
EXISTING VCT FLOOR TO REMAIN.
EXISTING HALLWAY PARTITION.
EXISTING DEMISING PARTITION.
EXISTING CONSTRUCTION TO REMAIN.
EXISTING CONSTRUCTION TO BE DEMOLISHED.
DEMOLITION NOTES
30'
NORTH
DEMOLITION KEYNOTES
0 REMOVAL VCT FLOOR, PREP FLOORING FOR
NEW CARPET TILE THROUGHOUT SUITE.
0 EXISTING CABINETS & SINK TO REMAIN AS IS.
0 VERIFY EXISTING TELE/DATA CABLING WITH
LANDLORD AND TENANT.
1. A CLEAR PATH OF EGRESS TRAVEL SHALL REMAIN OPEN AT ALL TIMES DURING DEMOLITION.
2. DISRUPTION OF THE BUILDING FIRE ALARM, ELECTRICAL POWER, WATER, OR LIFE SAFETY
SYSTEMS MUST BE COORDINATED WITH ALL GOVERNING AGENCIES AND THE BUILDING
MANAGEMENT.
3. ALL DEBRIS SHALL BE REMOVED FROM THE CONSTRUCTION SITE DAILY.
4. ALL DEMOLITION SHALL BE PERFORMED IN ACCORDANCE WITH THE BUILDING MANAGEMENTS
RULES AND REGULATIONS WITH MINIMAL DISTURBANCE TO OTHER TENANTS.
5. THE CONTRACTOR SHALL PROVIDE DUST BARRIERS FOR PROTECTION OF EXISTING ADJACENT
AREAS. ALL HVAC SYSTEMS ARE TO BE PROTECTED DURING DEMOLITION.
6. THE CONTRACTOR SHALL NOTIFY BUILDING MANAGEMENT AND MSA OF ANY DEMOLITION WORK
THAT IMPACTS THE STRUCTURAL INTEGRITY OF THE BUILDING.
7. THE GENERAL CONTRACTOR SHALL IMMEDIATELY REPORT ALL ACCIDENTS, ERRORS OR
DEFECTS TO THE BUILDING MANAGEMENT.
8. PROVIDE DEMOLITION TO EXISTING WALLS, DOORS, CASEWORK, AND FLOORING AS REQUIRED.
RECYCLING AND REUSE OF CONSTRUCTION MATERIALS IS HIGHLY ENCOURAGED WHERE
APPROPRIATE.
9. KITCHEN FLOOR TO REMAIN AS IS.
10. REMOVE EXISTING FLOORING THROUGHOUT THE REST OF THE SUITE AND PREPARE TO RECEIVE
A NEW CARPET
CONSTRUCTION PLAN
1/8" =1'-0"
0 5' 10'
CONSTRUCTION LEGEND
20'
= 1 =
N
ALIGN.
EXISTING BUILDING CORE.
EXISTING VCT FLOOR TO REMAIN.
EXISTING HALLWAY PARTITION.
EXISTING DEMISING PARTITION.
NEW B/S TENANT INTERIOR PARTITION. SEE DETAIL 7/TI-1.
NEW B/S 18" WIDE FULL HEIGHT RFI ITF
CONSTRUCTION NOTES
1. MAINTAIN A CLEAR PATH OF TRAVEL AT ALL TIMES DURING
CONSTRUCTION.
2. DISRUPTION OF THE BUILDING FIRE ALARM, ELECTRICAL POWER,
WATER, OR LIFE SAFETY SYSTEMS MUST BE COORDINATED WITH
ALL GOVERNING AGENCIES & THE BUILDING OWNER / MANAGEMENT
AND TENANT.
3. INSTALL DOUBLE STUDS AT DOOR JAMBS AND HEADERS.
4. PROVIDE FIBER GLASS REINFORCED WATER RESISTANT GYPSUM
BOARD IN AREAS SUSCEPTIBLE TO MOISTURE.
5. DIMENSIONS ARE FINISH SURFACE TO FINISH SURFACE, U.N.O.
6. REPORT ANY DISCREPANCIES BETWEEN THE DRAWINGS AND
ACTUAL FIELD CONDITIONS TO MSA.
7. ALL EXISTING WINDOW COVERINGS TO BE CLEANED AND IN GOOD
WORKING ORDER.
8. PROVIDE NEW CARPET AND PAINT THROUGHOUT.
30'
NORTH
DOOR SCHEDULE
6", UNLESS
OTHERWISE
NOTED
NOTES:
DOOR NUMBER
TYPE OF DOOR
A. NEW B/S 3'-0" WIDE X FULL HEIGHT X 1-3/4" THICK SC WOOD DOOR IN
B/S WOOD FRAME TO MATCH EXISTING IN SUITE.
HARDWARE
a. B/S LATCHSET.
EXISTING DOOR TO REMAIN
1. PROVIDE CODE COMPLIANT HARDWARE. ALL HARDWARE TO BE LEVER -TYPE. HANDLES, PULLS, LATCHES,
LOCKS, AND OTHER OPERABLE PARTS ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO
GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST
TO OPERATE. OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34" MIN. AND 48" MAX. ABOVE THE FLOOR.
2. THE MAXIMUM FORCE FOR PUSHING OR PULLING OPEN DOORS OTHER THAN FIRE DOORS SHALL BE AS
FOLLOWS: INTERIOR HINGED DOOR = 5.0 POUNDS (22.2 N), SLIDING OR FOLDING DOOR = 15.0 POUNDS (67 N).
THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER
DEVICES THAT HOLD THE DOOR IN A CLOSED POSITION. FIRE DOORS SHALL HAVE A MINIMUM OPENING
FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY.
3. THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 0.5 INCH (12.7 MM) IN HEIGHT. RAISED THRESHOLDS
AND FLOOR LEVEL CHANGES GREATER THAN 0.25 INCH (6.4 MM) AT DOORWAYS SHALL BE BEVELED WITH A
SLOPE NOT GREATER THAN ONE UNIT VERTICAL IN TWO UNITS HORIZONTAL (50 -PERCENT SLOPE).
4. EXIT DOORS MUST REMAIN UNLOCKED AT ALL TIMES IN THE DIRECTION OF EGRESS. PASSAGE EXIT
HARDWARE SHALL REQUIRE NO SPECIAL KNOWLEDGE OR ASSISTANCE TO OPEN OR TO ACCESS.
S
/ /
/ //
/
///; , /
/
/
///. / ;i� //i/ j;
!
/
/ /, / /./,% ;/\/././.
/
REFLECTED CEILING PLAN
1/8" = 1'-0"
0 5' 10'
20'
CEILING LEGEND
30'
EXISTING CEILING GRID AND TILES TO REMAIN.
EXISTING GWB SOFFIT TO REMAIN.
EXISTING 2'X4' RECESSED FLUORESCENT LIGHT FIXTURES TO REMAIN.
EXISTING 2'X4' RECESSED FLUORESCENT LIGHT FIXTURES TO BE UPGRADED
FOR EMERGENCY LIGHTING. LAYOUT SHOWN IS CONCEPTUAL ONLY.
® (N) B/S ILLUMINATED EXIT SIGN (DIRECTIONAL WHERE SHOWN). (N = NEW)
169- (N) B/S LIGHT SWITCH. (N = NEW, M = MASTER)
(M)
/,'% /i /'/'i ,
NORTH
CEILING NOTES
1. VERIFY ALL EXISTING LIGHT FIXTURES ARE IN GOOD WORKING
CONDITIONS.
2. REPLACE DAMAGED CEILING TILES AND GRID AS NECESSARY TO
BRING CEILING TO "LIKE NEW' CONDITION.
3. MAINTAIN EXISTING ONE FOOTCANDLE PER SQUARE FOOT AT
EGRESS PATHWAY LIGHTING.
4. MAINTAIN 42" CLEAR SPACE IN FRONT OF THE PANEL SIDE OF
ANY V.A.V. BOXES.
5. DAYLIGHT ZONE CONTROL: DAY LIGHTING AS DEFINED BY CODE
SHALL BE PROVIDED WITH INDIVIDUAL CONTROLS, OR DAYLIGHT
OR OCCUPANT SENSING AUTOMATIC CONTROLS PER SECTION
C405.2.2.2 OF THE WASHINGTON STATE ENERGY CODE.
6. FIRE SPRINKLER INSTALLATION TO BE DESIGN -BUILD WITH
DEFERRED PERMIT SUBMITTALS.
7. COMMISSIONING REQUIREMENTS: TEST LIGHTING CONTROLS TO
ENSURE THAT THE SYSTEMS COMPLY WITH CODES. PROVIDE A
WRITTEN REPORT OF TEST PROCEDURES AND RESULTS TO THE
OWNER. USE OCCUPANCY SENSORS AS REQUIRED.
8. EXIT SIGNS ARE INDICATED ON THE REFLECTED CEILING PLAN.
THEIR FINAL PLACEMENT IS TO BE COORDINATED IN THE FIELD
WITH THE INSPECTOR.
LIGHTING CALCULATION
EXISTING CEILING GRID, TILE AND FIXTURES TO REMAIN. EXISTING
LIGHTING LAYOUT USES 21 FIXTURES. THE NEW LAYOUT RELOCATES
00 OF THE EXISTING FIXTURES.
00/21 x 100 = 00.00% WHICH IS LESS THAN THE 60% ALLOWABLE
CHANGE PER 2012 WSCE LIGHTING ALTERATION EXCEPTION C101.4.3.1.
EXISTING WATTAGE STAYS THE SAME.
REVIEWED FOR
CODE COMPLIANCE
APPROVED
MAY 0 5 2D16
•
City of
BUILDING DIVISION
Uft 0 to
RECEIVED
CITY OF TUKWILA
APR 22 2016
PERMIT CENTER
SOUTHCENTER
PLACE
16400 SOUTHCENTER PARKWAY
TUKWILA, WA 98188
DOUGLAS EVANS
STATE OF WASIIINOTON
DRAWN BY: TA
CHECKED BY: LD
JOB NO.: 78011.148
NO.
REVISIONS INDICATED THUS a
DATE
BY
PERMIT SET
04/21/16
TA
APPROVAL STAMPS:
TENANT:
FIELDING LAW GROUP
SECOND FLOOR, SUITE # 210
SHEET 11TLE:
DEMOLITION PLAN,
CONSTRUCTION PLAN AND
REFLECTED CEILING PLAN
REPRODUCTION, ALTERATION OR PUBLICATION OF THIS
DRAWING, WITHOUT EXPRESSED PERMISSION BY NSA, IS A
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