HomeMy WebLinkAboutPermit D16-0048 - TERRA STAFFING GROUP - TENANT IMPROVEMENTTERRA STAFFING
16400 SOUTHCENTER PKWY
SUITE 200
D16-0048
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.Rov
Parcel No: 2623049021
Address:
DEVELOPMENT PERMIT
16400 SOUTHCENTER PKWY 200
Project Name: TERRA STAFFING GROUP
Permit Number: D16-0048
Issue Date: 3/10/2016
Permit Expires On: 9/6/2016
Owner:
Name:
Address:
Contact Person:
Name:
Address:
Contractor:
Name:
Address:
License No:
Lender:
Name:
Address:
LEGACY PARTNERS COMMERCIAL
PO BOX 130639 , CARLSBAD, WA,
92013
LINDA DUCEY Phone: (206) 441-1449
1500 WESTLAKE AVE N, SUITE 1,
SEATTLE, WA, 98109
DP INC GENERAL CONTRACTORS Phone: (206) 361-2989
19909 BALLINGER WAY NE , LAKE
FOREST PARK, WA, 98155
DPINCGC066BU Expiration Date:
JOHN C RADOVICH DEV CO
2835 82ND AV SE #S-1, MERCER
ISLAND, WA, 98040
DESCRIPTION OF WORK:
INTERIOR TENANT IMPROVEMENTS TO AN EXISTING OFFICE SUITE ON THE SECOND FLOOR, SUITE 200, FOR
OFFICE USE TO INCLUDE DEMOLITION OF CASEWORK AND PARTITIONS, NEW CONSTRUCTIION OF PARTIOTN AND
DOORS, NEW CASEWORK AND A FEW EXISTING LIGHTING RELOCATED. NO STRUCTURAL WORK AND NO
ALTERATIONS TO THE BUILDING CORE.
Project Valuation: $70,000.00
Type of Fire Protection: Sprinklers: YES
Fire Alarm: YES
Type of Construction: IIA
Fees Collected: $2,036.42
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
No
Permit Center Authorized Signature: (,,&J,kQJ_.r
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 permit and agree to the conditio..: tached to this permit.
Signature:
Print Name:
Date: ✓ f r f 2 O1.
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 construction shall be done in conformance with the Washington State Building Code and the
Washington State Energy Code.
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: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles
shall be ventilated in accordance with the applicable provisions of the International Mechanical Code.
10: 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).
11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center.
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: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center (206/431-3670).
17: 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)
14: 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)
15: 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)
16: 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)
18: Maintain fire extinguisher coverage throughout.
19: 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)
20: 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)
21: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10)
22: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by
Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of
the wrist to operate. (IFC 1008.1.9.1)
23: 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)
27: 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)
25: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3)
24: 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).
28: 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.
29: 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)
30: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may
require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437)
31: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required
for this project.
32: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code.
(NFPA 70)
33: 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.
34: 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.
26: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances
#2436 and #2437)
35: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply
approval of such condition or violation.
36: 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
0606 GLAZING
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.Tukwi IaWA.gov
Building Permit No. 1)( oig
Project No.
Date Application Accepted:
Date Application Expires: 5,-)-1--d, 40,
(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
Site Address: 16400 Southcenter Parkway
Tenant Name: Terra Staffing Group
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: 1.ducey@marvinstein.com
GENERAL CONTRACTOR INFORMATION
Company Name: DP Inc - General Contrators
Address: 19936 Ballinger Way NE
City: Seattle State: WA Zip: 98155
Phone: (206) 361-2989 Fax:
Contr Reg No.: DPINCGC066BU Exp Date: 01/31/2018
Tukwila Business License No.:
H:Wpplications\Forms-Applications On Line\2011 Applicationstpermit Application Revised - 8-9-11.docx
Revised: August 2011
bh
King Co Assessor's Tax No.: 262304-9021
Suite Number: 200 Floor: 2nd floor
New Tenant: m Yes ..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:\ I /�-
k [6; Id_
Company Name:
1 J kik ..5E
City:h9rtn (
Engineer Name:
Stat : (i i4 Zip: MT
Address:
City:
State:
Zip:
Phone:
Fax:
Email:
LENDER/BOND ISSUED (required for projects $5,000 or
greater per RCW 19.27.095)
Name:\ I /�-
k [6; Id_
Address:.x56
1 J kik ..5E
City:h9rtn (
` i
Stat : (i i4 Zip: MT
soy N.
Page 1 of 4
BUILDING PERMIT INFORMATIOP D6-431-3670
Valuation of Project (contractor's bid price): $ 70,000
Describe the scope of work (please provide detailed information):
Interior tenant improvements to any existing office suite on the second floor, suite #200, for office use to include demolition of
casework and partitions, new construction of partitions and doors, new casework, and a few existing lighting relocated. No
structural work and no alterations to the building core.
Existing Building Valuation: $
Will there be new rack storage? ❑ Yes
m.. 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:
Handicap:
Will there be a change in use? 0 Yes 0 No If "yes", explain:
FIRE PROTECTION/HAZARDDOUS MATERIALS:
Sprinklers Jij Automatic Fire Alarm 0 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 Sa ety Data 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\Fortns-Applications On Line \2011 Applications\Pcrmit Application Revised - 8-9-11.docx
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
1s Floor
0
2"d Floor
13,700
2,788
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:
Handicap:
Will there be a change in use? 0 Yes 0 No If "yes", explain:
FIRE PROTECTION/HAZARDDOUS MATERIALS:
Sprinklers Jij Automatic Fire Alarm 0 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 Sa ety Data 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\Fortns-Applications On Line \2011 Applications\Pcrmit Application Revised - 8-9-11.docx
Revised: August 2011
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Page 2 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 PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDIN
Signature:
Print Name'
OR AUT O ' ZED
ENT:
ebecca P avidson
Date: 02/19/2016
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
PUBLIC WORKS PERMIT INFO -ATION — 206-433-0179
Scope of Work (please provide detailed information):
one existing sink replaced
one existing dishwasher replaced
Call before you Dig: 811
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
0 .. Highline
❑ ... Valley View ❑ .. Renton
❑ ... Sewer Availability Provided
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 0 .. 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 0
Non Right-of-way
❑ ...Total Cut cubic yards
❑ ...Total Fill 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
❑ ...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
❑ ...Water Main Extension Public
f>
91
11
WO #
WO #
WO #
Private 0
Private 0
❑ .. Grease Interceptor
❑ .. Channelization
❑ .. Trench Excavation
❑ .. Utility Undergrounding
❑ ...Deduct Water Meter Size
ff
FINANCE INFORMATION
Fire Line Size at Property Line
Number of Public Fire Hydrant(s)
❑ ...Water 0 ...Sewer 0 ...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:Wpplications\Forms-Applications On Line \2011 Applications\permit Application Revised - 8-9-11.docx
Revised: August 2011
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Page 3 of 4
Cash Register Receipt
City of Tukwila
DESCRIPTIONS 1 ACCOUNT I QUANTITY
PermitTRAK
I PAID
$2,036.42
D16-0048 Address: 16400 SOUTHCENTER PKWY 200 Apn: 2623049021
$2,036.42
DEVELOPMENT
$1,976.66
PERMIT FEE
R000.322.100.00.00
0.00
$1,195.25
PLAN CHECK FEE
R000.345.830.00.00
0.00
$776.91
WASHINGTON STATE SURCHARGE
B640.237.114
0.00
$4.50
TECHNOLOGY FEE
$59.76
TECHNOLOGY FEE
TOTAL FEES PAID BY RECEIPT: R7741
R000.322.900.04.00
0.00
$59.76
$2,036.42
Date Paid: Monday, February 22, 2016
Paid By: RADOVICH PROPERTIES LLC
Pay Method: CHECK 002247
Printed: Monday, February 22, 2016 1:48 PM 1 of 1
CRWSYSTEMS
INSPECTION O.
INSPECTION RECORD
Retain a copy with permit
b/(-oo90
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367
Permit Inspection Request Line (206) 438-9350
kt
Project:
-nretzA o-Arp ay
Type of Inspection:
.c%L
Address:.
/Gyoc Sevnit6urEc Pay
Date Called:
Special Instructions:
Date Wanted/ /9J,6
/
Requester:
70Ny
Phone No:
qi/- Sqi- 672Z
Approved per applicable codes. L! Corrections required prior to approval.
COMMENTS:
(1/42i/JG-
Inspector: /
Date: 7
REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be
paid at 6300 Southcenter Blvd„ Suite 100. Call to schedule reinspection.
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
J�►6 -00q8
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188
Permit Inspection Request Line (206) 438-9350
(206) 431-3670
Project
T e of Inspection:
Address:
i 00 .5')U774e,e0ree PYA -Y1
Date Called:
Special Instructions:
CA(d-
Date Wanted:C-57-n3.
71/3-1/6
pail.
Requester:
Tey
Phone No:
L42.C- Sq/ —6?2Z
ElApproved per applicable codes. L;i Corrections required prior to approval.
COMMENTS:
Peea 11'bi AP/Wife-A &m..br 6 PSA
CALL- ---;(//1Cfie/17
Inspector:
A1
Date: n
REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
m! INSPECTION RECORD
Retain a copy with permit
PECTION NO
D(°°tfo
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188
Permit Inspection Request Line (206) 438-9350
(206) 431-3670
Project:
Project:
'terra S
Type o Inspection! ,
.Wt(vt•
Address:
I o ® i triCtir �° t
Date Ca led:
s4(�e4,2.061
Dateanted�
�
a.m.
p.m.
Speciaf
�"l
V ��
Instructions:,{
yl
r./0 v./ccII
�I J
Rqueste ica : /�e
Phbne N :
Aar 15-12,
Approved per applicable codes. LJ Corrections required prior to approval.
OM MENTS:
P c eP t '/ re VigEf. CR I
ca
inspector:
Date:
—2L
f,6
REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
�i6-c; (4
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project:/%'
''Irq --,
4('/r1 c
Type of Inspection:
Frre-- f : nit /al,. r,or
Address: / G I7W
Suite #: 77C)
Soti) 4 c -e e r aut
Contact Person:
Special Instructions:
Phone No.:
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
!, 3 r -G. ,a 10 1 fl ' i -- (4A
Needs Shift Inspection:
';
PERMIT COORS COPY
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D16-0048 DATE: 02/22/16
PROJECT NAME: TERRA STAFFING GROUP
SITE ADDRESS: 16400 SOUTHCENTER PKWY - SUITE 200
X Original Plan Submittal
Response to Correction Letter #
Revision # before Permit Issued
Revision # after Permit Issued
DEPARTMENTS:
A—s c L6)49—IP
Building Division Rik
jblic ask
/vrk
u
tO
\it tik '\
Fire PreventionIIIPlanning Division
Structural
n
Permit Coordinator
a
of
PRELIMINARY REVIEW:
Not Applicable ❑
(no approval/review required)
DATE: 02/23/16
Structural Review Required
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS: DUE DATE: 03/22/16
Approved
Corrections Required
❑
(corrections entered in Reviews)
Approved with Conditions
Denied
(ie: Zoning Issues)
n
Notation:
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW ❑ Staff Initials:
12/18/2013
D P INC GENERAL CONTRACTOR S
Home Espanol Contact
Safety & Health Claims & Insurance
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 Active.
Meets current requirements.
License specialties
GENERAL
License no.
DPINCGC066BU
Effective — expiration
01/31/1994— 01/31/2018
Bond
.................
Merchants Bonding Co (Mutual)
Bond account no.
WA28622
$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.
https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601515833&LIC=DPINCGC066BU&SAW= 03/10/2016
01
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ocL.
ACT
ADJ
AFF
ALT
ALUM
APPROX
BLDG
BLKG
BIS
CAB
CLR
CLG
CL
COL
COMM
COMP
CONST
CONT
CPT
CT
DIA
DIM
DR
DW
DWG
EA
ELEC
ELEC'L
ELEV
EQ
EXIST
EXT
FIN
FLR
FLUOR
FMC
FR
FT
FURN
GA
GALV
GD
GL
GWB
HC
HDW
HM
HT
HVAC
IN
INCL
INSUL
INT
JT
LL@TE
LF
ACOUSTICAL CEILING TILE
ADJACENT / ADJUSTABLE
ABOVE FINISH FLOOR
ALTERNATE
ALUMINUM
APPROXIMATELY
AT
BUILDING
BLOCKING
BUILDING STANDARD
CABINET
CLEAR/CLEARANCE
CEILING
CENTERLINE
COLUMN
COMMUNICATION
COMPOSITION
CONSTRUCTION
CONTINUOUS
CARPET
CERAMIC/CONCRETE TILE
DIAMETER
DIMENSION
DOOR
DISHWASHER
DRAWING
EXISTING / EAST
EACH
ELECTRIC
ELECTRICAL
ELEVATION (VIEW)
EQUAL
EXISTING
EXTERIOR
FINISH
FLOOR
FLUORESCENT
FLOOR MATERIAL CHANGE
FIRE RATED
FEET
FURNISH / FURNISHINGS
GAUGE
GALVANIZED
GARBAGE DISPOSAL
GLASS / GLAZING
GYPSUM WALL BOARD
HOLLOW CORE
HARDWARE
HOLLOW METAL
HEIGHT
HEATING, VENTILATING,
AIR CONDITIONING
INCH
INCLUDE
INSULATION
INTERIOR
JOINT
BY LANDLORD AT TENANTS
EXPENSE
LINEAL FOOT
ABBREVIATIONS
MAX
MECH
MFR
MIN
MISC
MSA
MTD
MTL
MW
N
N/A
NIC
NO
NOM
NTS
OC
OPNG
OPP
ORIG
PERM
PL
PLAM
PLYWD
PR
PTN
R
RB
REF
REFL'D
REINF
REQ'D
REV
RM
RO
S
SCHED
SC
SECT
SIM
SPEC
SQ
STD
STL
STOR
SUSP
TEL
TSG
TYP
UNO
VCT
VERT
W/
W/O
WC
WD
MAXIMUM
MECHANICAL
MANUFACTURER
MINIMUM
MISCELLANEOUS
MARVIN STEIN ASSOCIATES
MOUNTED
METAL
MICROWAVE OVEN
NORTH/NEW
NOT APPLICABLE
NOT IN CONTRACT
NUMBER
NOMINAL
NOT TO SCALE
ON CENTER
OPENING
OPPOSITE
ORIGINAL
PERMANENT
PLATE
PLASTIC LAMINATE
PLYWOOD
PAIR
PARTITION
RADIUS / REMOVE / RELOCATE
RUBBER BASE
REFRIGERATOR
REFLECTED
REINFORCING
REQUIRED
REVISION / REVERSE
ROOM
ROUGH OPENING
SOUTH
SCHEDULE
SOLID CORE
SECTION
SIMILAR
SPECIFICATION
SQUARE
STANDARD
STEEL
STORAGE
SUSPENDED
TELEPHONE
TEMPERED SAFETY GLASS
TYPICAL
UNLESS NOTED OTHERWISE
VINYL COMPOSITION TILE
VERTICAL
WEST
WITH
WITHOUT
WALLCOVERING
WOOD
AEU
NO CHANGE IN BUILDING AREA
NO CORE / SHELL WORK
NO STRUCTURAL WORK
NO EXTERIOR WORK
NO CHANGE IN USE
AREA OF WORK
( 2,788 S F )
OCCUPANT LOAD:
PER TABLE 1004.1.2: 100 SF PER OCCUPANT
FOR "B" (OFFICE).
NUMBER OF REQUIRED EXITS PER IBC 1015.1.
2788 SF @ 1:100 = 28 OCCUPANTS
1 EXIT(S) REQUIRED, 1 EXIT(S) PROVIDED
VICINITY MAP
TRAVEL DISTANCE:
MAXIMUM LENGTH ALLOWED IS 300' PER
IBC TABLE 1016.2.
M
STRANDER BLVD
NTS
POINT WHERE 2 PATHS TO SEPARATE EXITS
ARE AVAILABLE.
238
I I I I I
36
36
COMMON PATH OF EGRESS
TRAVEL:
MAXIMUM LENGTH ALLOWED IS 100' PER
IBC TABLE 1014.3.
LONGEST COMMON PATH OF EGRESS
TRAVEL = ± 88 FT.
SOUTHCENTER PLACE
EXISTING 5 -STORY OFFICE BUILDING
EXISTING ELEVATOR LOBBY AND CORRIDOR -
NIC., TYP.
CORE (SHADED AREA) - N.I.C., TYP.
NORTH
NA 3
KEY PLAN, EXITING AND OCCUPANCY LOAD CALCULATION
NTS 4
NA
NA 9
NA
NA 10
NA
NA 11
131 NA
NA
141 NA
NA
151 NA
NA
111111
111111
I I I I I
/a
SOUTHCENTER
PLACE/
Ir
Ir
279
\ 1111111111[1111111111
SITE MAP
4'-0" WIDE ACOUSTIC BATT
INSULATION CENTERED OVER
PARTITION ABOVE HUNG CEILING.
1/4" NON-COMBUSTABLE
WOOD FILLER UNDER MAIN
RUNNERS.
CEILING @ + 81-6" A.F.F.
(WHERE INDICATED ON
REFLECTED CEILING PLAN).
CONTINUOUS 'L' METAL
TRIM W/ PAPER WING (BOTH
SIDES OF PARTITION)
OUTBACK STEAK HOUSE
M
NORTH
SEISMIC BRACING (BEYOND)
PER 16171-1.
1/8" BLACK FOAM TAPE, HOLD
.•1 BACK 1/4" FROM EDGE OF TRACK
(BOTH SIDES)
ACOUSTIC BATT INSULATION .
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.
)
)
)
)
)
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.
NTS
STANDARD TENANT SOUND PARTITION 1-1/2" =1'-0"
EXISTING
STRUCTURE
METAL CLIP
METAL STUDS STAGGERED @ 8'-0"
O.C. FOR ALL UNBRACED STRAIGHT
RUNS OF WALL OVER 12'-0". ATTACH
TO STRUCTURE ABOVE.
(2) #10 SCREWS
SCHEDULED CEILING TILE & GRID
8' MAX 8' MAX 8' MAX 8' MAX 8' MAX 8' MAX .-2' MAX
r y -1( y xkTO END
I , OF WALL
OMIT BRAC IN AT WALL
C G
LATERAL BRACING (STAGGERED) PER
DETAIL ABOVE (TYP.)
J.;111
LATERAL WALL BRACING PLAN VIEW
NTS
TOP OF WALL
16
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.
STANDARD HEAD BRACING
NA
12
17
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 PARTITIONS AND DOORS
• CONSTRUCTION OF CASEWORK
• NEW PAINT AND FLOORING THROUGHOUT SUITE
• INSTALLATION AND RELOCATION OF LIGHT FIXTURES
• NO STRUCTURAL WORK
• NO ALTERATIONS OF CORE.
AREA OF SUITE: 2,788 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 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
TERRA STAFFING 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 (BIS) 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 STAMP OR MARK 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.P.A. / I.F.C. APPROVED FIRE EXTINGUISHERS SHALL BE LOCATED WITHIN 75 FEET FROM ANY POINT ALONG THE
PATH OF TENANT EGRESS OR AS REQUIRED BY THE LOCAL FIRE MARSHAL.
12. THE SPACE AROUND PIPES DUCTS ETC. PENETRATING FIRE RESISTANT CONSTRUCTION SHALL NOT EXCEED 1/2" &
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.
SCOPE OF WORK / PROJECT NOTES
NA
TI -1 COVER SHEET AND DETAILS CITY OFUKWILA
TI -2 DEMOLITION PLAN AND CONSTRUCTION PLAN FEB 22 2016
TI -3 REFLECTED CEILING PLAN AND ELEC./COMMUNICATION PLAN PERMIT CENTER
TI -4 FINISH PLAN, FINISH SCHEDULE, ELEVATIONSI4SY cc,�
Permft No. D LU
Plan review approval is subject to errors and omissions.
Approval of construction documents does not auihoiize
tha violation of any adopted code or ordinance. Receipt
of approved Field Copy a d conditions is se oy'Wird:
SHEET INDEX
1
By:
Date:
City of 1 J3�3
BU! D1 ` SSON
(c)
NA
SOUTHCENTER
PLACE
16400 SOUTHCENTER PARKWAY
TUKWILA; WASHINGTON 98188
8450
RI (;IsTEREI)
tc.rrn)
MAR' DOUGLAS EVANS
STATE OF \V \SI1ING1"ON
OP
1500 WESTLAKE AVE N. SUITE ONE. SEATTLE WA, 98109 (206) 441-1449
DRAWN BY: JK, BR
CHECKED BY: LD
JOB NO.: 78011.143
NO.
REVISIONS INDICATED THUS 0
DATE
BY
PERMIT SET ISSUED FOR REVIEW
01/29/16
JK
CONSTRUCTION DRAWINGS
02/17/16
BR
ADD DW AND RELOCATE LT. FIX.
02/19/16
BR
REVISIONS
No changes shall be made to the
of work without prior approval of
Tukwila Building Division.
NOTA:: r^:r 7 a will require a new plan submittal
1 & cJ r -,a7 1:-...,:u...) add :tion al plan review feel_ 1
TENANT:
TERRA STAFFING GROUP
SECOND FLOOR
P�PA�1 SUITE 200
REVIEWED FOR
CODE COMPLIANCE
APPROVED
SEPARATE
REQUIR D FORA
,E7 Mecha
.�'Electrica3
4.jG�Y �Iu�ttiiiGi�
5�ng
City of Tukwila
EUsl'ri) , DIVISION
MAR 0 4 2016
City of Tukwila
BUILDING DIVISION
COVERSHEET AND DETAILS
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 4
SOUTHCENTER PLACE
0
DEMOLITION LEGEND
DEMOLITION PLAN
1/8" =1'-0"
5'
10'
20'
EXISTING BUILDING CORE TO REMAIN.
EXISTING HALLWAY PARTITION.
EXISTING DEMISING PARTITION.
EXISTING CONSTRUCTION TO REMAIN.
EXISTING CONSTRUCTION TO BE DEMOLISHED.
DEMOLITION KEYNOTES
REMOVE EXISTING CASEWORK AND FIXTURES. PLUMBING
LOCATION TO REMAIN FOR INSTALLATION OF NEW CASEWORK
AND SINK. SEE CONSTRUCTION PLAN 2/TI-2.
OREMOVE EXISTING ELECTRICAL OUTLET AND CONDUIT AT
FLOOR. PREP FLOOR AS REQUIRED TO RECEIVE NEW FINISH.
O3 REMOVE EXISTING ELECTRICAL AT THIS LOCATION. PATCH AND
PREP WALL AS REQUIRED TO RECEIVE NEW PAINT.
30'
DEMOLITION NOTES
NORTH
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.
OFFICE
(EXISTING)
TELECOM
EXISTING)
OPEN WORK
AREA
MEETING
(EXISTING)
204
KITCHEN
COPY / WORK
HALLWAY
1 205 1
MEETING
•(EXISTING)
203
MEETING
206
RECEPTION
CONFERENCE
(EXISTING)
202
0
CONSTRUCTION LEGEND
CONSTRUCTION PLAN
1/8" =
5'
10'
20'
—• CWL
EXISTING BUILDING CORE.
EXISTING HALLWAY PARTITION.
EXISTING DEMISING PARTITION.
NEW B/S TENANT INTERIOR PARTITION. SEE DETAIL 11111-1.
NEW COLD WATER LINE.
riALIGN.
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.
CONSTRUCTION KEYNOTES
1O PROVIDE AND INSTALL NEW MAXIMUM WIDTH ALLOWED BIS
FULL HEIGHT RELITE TO MATCH EXISTING RELITES IN SUITE.
OPROVIDE AND INSTALL BLOCKING IN EXISTING PARTITION TO
SUPPORT TENANT PROVIDED WALL MOUNTED WHITE BOARD.
COORDINATE WITH TENANT.
O3 EXISTING FIRE TREATED PLYWOOD PHONE BOARD TO REMAIN.
COORDINATE WITH TENANT TO VERIFY ANY ADDITIONAL
TELECOM REQUIREMENTS .
O4 VERIFY THIS DIMENSION WITH THE TENANT FURNITURE AT THIS
LOCATION TO ENSURE A PROPER FIT.
PROVIDE AND INSTALL A BIS DISHWASHER AT EXISTING
LOCATION.
30'
NORTH
DOOR SCHEDULE
6", UNLESS
OTHERWISE
NOTED
NOTES:
DOOR NUMBER
TYPE OF DOOR
A. NEW BIS 3'-0" WIDE X FULL HEIGHT X 1-3/4" THICK SC WOOD DOOR IN
BIS WOOD FRAME TO MATCH EXISTING IN SUITE.
HARDWARE
a. BIS 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.
D04
RECEIVED
CITY OF TUKWILA
FEB 22 2016
PERMIT CENTER
SOUTHCENTER
PLACE
16400 SOUTHCENTER PARKWAY
TUKWILA, WASHINGTON 98188
8459
Rt -if i i c
RK DOUGLAS EVA
STATE 01 \VASIIIN(iFON
1500 WESTLAKE AVE N SUITE ONE, SEATTLE WA, 98109 (206) 441-1449
DRAWN BY: JK, BR
CHECKED BY: LD
JOB NO.: 78011.143
NO.
REVISIONS INDICATED THUS n
DATE
BY
PERMIT SET ISSUED FOR REVIEW
01/29/16
JK
CONSTRUCTION DRAWINGS
02/17/16
BR
ADD DW AND RELOCATE LT. FIX.
02/19/16
BR
TENANT:
TERRA STAFFING GROUP
SECOND FL
(SUITE 2
IEWED FOR
DE COMPLIANCE
APPROVED
MAR 0 4 2016
SHEET TITLE:
DEMOLITION
AND
CONSTRUCTION PLAN
City of Tukwila
BUILDING DIVISION
REPRODUC110N, ALTERATION OR PUBLICATION OF THIS
DRAWING, WITHOUT EXPRESSED PERMISSION BY MSA, IS A
VIOLATION OF FEDERAL COPYRIGHT LAW. COPYRIGHT BY
MSA 2016.
TI -2
OF 4 II
w
V
J
a -
LL -1
w
U
0
i�
1'
211
LTJ
201
0
CEILING LEGEND
REFLECTED CEILING PLAN
1/8" =1'-0"
5'
10'
20'
(N)
EXISTING CEILING GRID AND TILES TO REMAIN.
EXISTING 2X4' RECESSED FLUORESCENT LIGHT FIXTURES TO REMAIN.
EXISTING 2'X4' RECESSED FLUORESCENT LIGHT FIXTURES TO BE UPGRADED
FOR EMERGENCY LIGHTING. LAYOUT SHOWN IS CONCEPTUAL ONLY.
EXISTING 2'X4' RECESSED FLUORESCENT LIGHT FIXTURES TO BE
REMOVED/RELOCATED.
NEW OR RELOCATED BIS 2'X4' RECESSED FLUORESCENT LIGHT FIXTURES.
NEW OR RELOCATED BIS 2'X4' RECESSED FLUORESCENT LIGHT FIXTURES TO BE
UPGRADED FOR EMERGENCY LIGHTING. LAYOUT SHOWN IS CONCEPTUAL ONLY.
NEW ILLUMINATED EXIT SIGN (DIRECTIONAL WHERE SHOWN).
B/S LIGHT SWITCH. (M = SUITE MASTER, N = NEW)
EXISTING EXHAUST FAN.
30'
NORTH
CEILING NOTES
203
1. CHECK FOR CONFLICTS BEFORE INSTALLING OR RELOCATING LIGHT
FIXTURES. NOTIFY MSA OF ANY CONFLICT(S).
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 LIGHTING LAYOUT USES 35 FIXTURES. THE PROPOSED
LAYOUT RELOCATES 4 OF THE EXISTING FIXTURES.
4/35 x 100 =11.43% WHICH IS LESS THAN THE 60% ALLOWABLE CHANGE
PER 2012 WSEC LIGHTING ALTERATION EXCEPTION C101.4.3.1.
EXISTING WATTAGE STAYS THE SAME.
ELEC./COMMUNICATION PLAN
1 /8" =1'-0"
0
ELEC / COMMUNICATIONS LEGEND
5'
10'
20'
B/S WALL MOUNTED DUPLEX ELECTRICAL OUTLET
B/S WALL MOUNTED DEDICATED 120V 20A DUPLEX ELECTRICAL OUTLET
B/S WALL MOUNTED FOURPLEX ELECTRICAL OUTLET
B/S WALL MOUNTED COMBINATION VOICE/DATA OUTLET
BLANK FACE PLATE
NEW
NEW B/S ELECTRICAUCOMMUNICATIONS WHIP. LOCATION SHOWN IS
CONCEPTUAL ONLY. CONTRACTOR TO COORDINATE FINAL LOCATION
WITH TENANT. SYMBOLS SHOWN INDICATE POWER, VOICE & DATA,
SEE SYMBOLS ABOVE FOR REQUIREMENTS.
(#) = NUMBER OF WORKSTATIONS SERVED. (N=NEW)
30'
NORTH
203
ELEC. / COMMUNICATION NOTES
•
1. ALL ELECTRICAL OUTLETS TO BE MOUNTED AT 15" A.F.F. (AT BASE
OF OUTLET) PER I.B.C. REQUIREMENTS U.N.O.
2. ROUGH IN ALL DATA AND COMMUNICATION LINES - MUD RING WITH
PULL STRING, U.N.O.
3. PROVIDE NEW COVER PLATES AND RECEPTACLES AS NEEDED TO
MATCH BUILDING STANDARD.
4. MAINTAIN EXISTING ELECTRICAL OUTLETS UNLESS LOCATION
CONFLICTS WITH NEW CONSTRUCTION.
bt 0011 9
CITY
RECEIVED
TUKWILA
FEB 22 2016
PERMIT CENTER
SOUTHCENTER
PLACE
16400 SOUTHCENTER PARKWAY
TUKWILA, WASHINGTON 98188
K DOUGLAS
STATE OF WASHINGTON
1500 WESTLAKE AVE N. SUITE ONE, SEATTLE WA, 98109 (206) 441-1449
DRAWN BY: JK, BR
CHECKED BY: LD
JOB NO.: 78011.143
NO.
REVISIONS INDICATED THUS 0
DATE
BY
PERMIT SET ISSUED FOR REVIEW
01/29/16
JK
CONSTRUCTION DRAWINGS
02/17/16
BR
ADD DW AND RELOCATE LT. FIX.
02/19/16
BR
TENANT:
TERRA STAFFING GROUP
SECOND FLOOR
(SUITE
1 VIEWED FOR
CO I E COMPLIANCE
APPROVED
MAR 0 4 2016
SHEET TITLE:
REFLECTED CEI!"�q�N
AND
ELEC./COMMUNICATION PLAN
REPRODUCTION, ALTERATION OR PUBLICATION OF THIS
DRAWING, WITHOUT EXPRESSED PERMISSION BY MSA, IS A
VIOLATION OF FEDERAL COPYRIGHT LAW. COPYRIGHT BY
MSA 2016.
TI -3
OF 4
SOUTHCENTER PLACE
ai iiiiji
�E0oaj
oI-cnox
0
FINISH NOTES
FINISH PLAN
1/8" =1'-0"
5'
10'
20'
1. ALL WALLS TO RECEIVE
2. ALL ROOMS TO RECEIVE
3. BASE
, U.N.O.
CPT -1
, U.N.O.
TO BE USED THROUGHOUT, U.N.O.
4. PROVIDE ROPPE "TILE/CARPET JOINER #50" IN COLOR (TBD - TO
MATCH B-1) AT ALL CARPET TO VCT FLOORING TRANSITIONS.
30'
NORTH
FINISH KEYNOTES
OVERIFY WITH TENANT THE CARPET TILE LAYOUT, CPT -2 AS THE
GENERAL CARPET TILE AND CPT -3 AS A RANDOM ACCENT TILE.
VERIFY CPT -3 -HALF TILE PLACEMENT.
OVERIFY WITH TENANT THE VCT LAYOUT, VCT -2 AS THE GENERAL
TILE AND VCT -1 AS A RANDOM ACCENT TILE. VERIFY VCT -1 -HALF
TILE PLACEMENT.
FINISH SCHEDULE
SYMBOL/NO.
DESCRIPTION
MANUFACTURER
STYLE
COLOR / FINISH
SIZE
NOTES
0
CARPET BROADLOOM
SHAW
TERRA 5A037
BLACK GUM
37500
12'-0"
NA
CPT -1
0
CARPET TILE
SHAW
PRISMA 59463
OPAQUE BLACK
63500
24" X 24"
1/4" TURN; ALTERNATIVE - SHAW,
TANGLE TILE 5T018, DARE 18505
CPT -2
0
CARPET TILE
MANNINGTON
COMMERCIAL
SENTANA
GINKGO 4338
24" X 24"
1/4" TURN; ALTERNATIVE - SHAW, TRUE
COLORS 59368, BRITE GREEN 68325
CPT -3
0
VINYL COMPOSITECHALK
TILE
ARMSTRONG
EXCELON STONETEX
WHITE
52140
12" X 12"
INSTALL AND SEAL PER
MANUFACTURER'S INSTRUCTIONS
VCT -1
VINYL COMPOSITE
TILE
ARMSTRONG
EXCELON STONETEX
COAL BLACK
52144
12" X 12"
INSTALL AND SEAL PER
MANUFACTURER'S INSTRUCTIONS
VCT -2
0
GENERAL PAINT
SHERWIN WILLIAMS
LATEX, MATTE
EXTRA WHITE
SW7006
NA
NA
0
ACCENT PAINT
SHERWIN WILLIAMS
LATEX, MATTE
FROLIC
SW6703
NA
NA
0
ACCENT PAINT
SHERWIN WILLIAMS
LATEX, MATTE
REFUGE
SW6228
NA
NA
P-4
ACCENT PAINT
SHERWIN WILLIAMS
LATEX, MATTE
AMBER WAVE
SW6657
NA
RUBBER BASE
JOHNSONITE
TRADITIONAL WALL
BASE
CHARCOAL 20
4" HEIGHT
NA
imp
PL -1
PLASTIC LAMINATE
PIONITE
SUEDE FINISH
WHITE SW811
TBD
COUNTER TOP AND UPPER
CABINETS
43)
PLASTIC LAMINATE
PIONITE
SUEDE FINISH
SABLE AG021
TBD
VERTICAL GRAIN; EXTERIOR
LOWER CABINETS
M
(0
N
c)
\ /
\ /
\ /
X
/ \ r LiAN
N
i0
M
(3) EQ.
/\
NOTES:
1. PROVIDE FINISHED ENDS ON
ALL EXPOSED SURFACES, TYP.
2. PROVIDE FILLER PANELS AS
NECESSARY, TYP.
/ \� yN
/ \� •
VERIFY 1 36"
PER ELEVATION
()ELEVATION
3/8" _r_�,�
=1'-0"
(2) EQ.
ELEVATION
3/8" =1'-0"
MIN_ DIM.-' 12" (INSIDE CLEAR)
�if/
/
0
X I
■
0
BY
0
TYP.
01/29/16
0
0
CONSTRUCTION DRAWINGS
/\
/__
a
/\
__\
_
0
_,/
0
0
TYP.
0
0
0
0
.moil.
.�/.
A
0
�Nv
0
0
1 72" (2 EQ.)
ELEVATION
3/8" =1'-0"
MIN_ DIM.-' 12" (INSIDE CLEAR)
�if/
/
0
X I
■
0
BY
0
0
01/29/16
0
0
CONSTRUCTION DRAWINGS
02/17/16
a
0
0
BR
0
0
0
0
0
0
0
0
0
0
0
0
®SECTION
1-1/2" -1'
=1'-0"
25" I
VERIFY WITH
DISHWASHER
PLAM FILLER PANEL. ENSURE FULL
OPERATION OF DOORS, TYP.
BIS PLAMVUPPER CABINET WITH
DOORS AND (2) ADJUSTABLE SHELVES.
B/S A.N.S.I: APPROVED PLAM SINK
CABINET (NO BOTTOM @ BASE) WITH
A.N.S.I.- COMPLIANT SINK & FAUCET.
BIS PLAM COUNTER TOP
AND BACKSPLASH.
B/S PLAM LOWER CABINETS WITH DRAWERS,
DOORS AND ADJUSTABLE SHELF.
NOTES:
1. PROVIDE FINISHED ENDS ON
ALL EXPOSED SURFACES, TYP.
2. PROVIDE FILLER PANELS AS
NECESSARY, TYP.
PLAM FILLER PANEL. ENSURE FULL
OPERATION OF DOORS, TYP.
BIS PLAM UPPER CABINET WITH
DOORS AND (2) ADJUSTABLE SHELVES.
B/S PLAM COUNTER TOP
AND BACKSPLASH.
B/S PLAM LOWER CABINET WITH
(2) DRAWERS, DOORS AND
ADJUSTABLE SHELF.
(2) B/S CONCEALED HINGES PER DOOR.
1/4" PLYWOOD BACKING WITH MELAMINE
FINISH.
3/4" PLYWOOD ADJUSTABLE SHELF WITH FINISH
MELAMINE FINISH.
MELAMINE INTERIOR.
CABINET DOORS. P -LAM FINISH ON EXPOSED
FACE WITH MATCHING B/S EDGE BANDING AND
MELAMINE FINISH ON INTERIOR FACE.
BIS ADA -COMPLIANT CASEWORK HARDWARE.
3/4" PLAM
BACKSPLASH.
PROTECTIVE
COVERING AT
EXPOSED
PIPES.
25"
24"
B/S S.S. FAUCET &
SINK PER ANSI 117.1
CODE COMPLIANCE
BIS PLAM
f____
COUNTERTOP, PER
SCHEDULE.
1/4" PLYWOOD
BACKING
WITH
MELAMINE
FINISH.
DASHED
LINES
INDICATE
REQUIRED
ACCESSIBLE
CLEARANCES. —
kr
M
CONTINUE
FINISH FLOOR
BELOW SINK
RESILIENT
BASE, PER
SCHEDULE.
6" MIN. CLR.
PER ELEVATION
B/S ADA- COMPLIANT
CASEWORK
HARDWARE
8" MIN. CLR.
(2) CONCEALED
HINGES PER
EACH DOOR.
SECTION
1-1/2" =1'-0"
25"
CABINET DOORS.
P -LAM FINISH ON
EXPOSED FACE
WITH MATCHING
EDGE BANDING
AND MELAMINE
FINISH ON
INTERIOR FACE.
PL -2
27" MIN. CLR.
N
\—\
ATTACH BASE TO
DOOR. CUT BASE
SHORT FOR PROPER
DOOR OPERATION.
olte/ I
PLAM COUNTERTOP AND 3/4"
BACKSPLASH.•
pL-1
0
0
0
MELAMINE INTERIOR AS SCHEDULED
0 0
0
0
0
0
mood
x
MIN DIM.
24"
SECTION
1-1/2" =1'-0"
3
DRAWER ON (75) POUND
FULL- EXTENSION SLIDE.
B/S ADA -COMPLIANT CASEWORK
HARDWARE, TYP.
(2) CONCEALED HINGES PER DOOR.
ADJUSTABLE SHELF WITH MELAMINE
FINISH.
CABINET DOORS. P -LAM FINISH ON
EXPOSED FACE WITH MATCHING EDGE
BANDING AND MELAMINE FINISH ON
INTERIOR FACE.
1/4" PLYWOOD BACKING WITH MELAMINE
FINISH.
BASE AS SCHEDULED.
RECEIVED
CITY OF TUKWILA
FEB 22 2016
PERMIT CENTER
SOUTHCENTER
PLACE
16400 SOUTHCENTER PARKWAY
TUKWILA, WASHINGTON 98188
8459
REGISTERED
ARCMIL;l� - 1''
DO GLAS EVANS
STATE ()I' (NASI IIN(I ION
1S00 WESTLAKE AVE N. SUITE ONE, SEATTLE WA, 98109 (206) 441-1449
DRAWN BY: JK, BR
CHECKED BY: LD
JOB NO.: 78011.143
NO.
REVISIONS INDICATED THUS ,L
DATE
BY
PERMIT SET ISSUED FOR REVIEW
01/29/16
JK
CONSTRUCTION DRAWINGS
02/17/16
BR
ADD DW AND RELOCATE LT. FIX.
02/19/16
BR
TENANT:
TERRA STAFFING GROUP
SECOND FLOOR
(SUITE ZO0)—
REVIEWEDFOR
SHEET TITLE:
CODE COMPLIANCE
APPROVED
MIR 1 2Q1S
FINISH PL NCity of Tukwila
GJILDING DIVISION
FINISH SCHEDULE,
ELEVATIONS AND SECTIONS
REPRODUCTION, ALTERATION OR PUBLICATION OF THIS
DRAWING, WITHOUT EXPRESSED PERMISSION BY MSA, IS A
VIOLATION OF FEDERAL COPYRIGHT LAW. COPYRIGHT BY
MSA 2016.
TI -4
OF 4
SOUTHCENTER PLACE