HomeMy WebLinkAboutPermit D16-0320 - WALSH GROUP - TENANT IMPROVEMENT AND EXPANSIONWALSH GROUP
16400 SOUTHCENTER PKWY
501
EXPIRED 03/06/18
D16-0320
Parcel No:
Address:
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
2623049021
16400 SOUTHCENTER PKWY 501
Project Name: WALSH GROUP
Permit Number: D16-0320
Issue Date: 3/10/2017
Permit Expires On: 9/6/2017
Owner:
Name:
Address:
Contact Person:
Name:
Address:
Contractor:
Name:
Address:
License No:
Lender:
Name:
Address:
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
DAVIS SCHUELLER INC Phone: (206) 775-9400
20700 44TH AVE W STE 280,
LYNNWOOD, WA, 98036
DAVISSI105PN Expiration Date: 7/1/2018
WALSH GROUP
16400 SOUTHCENTER PKWY - SUITE
501, TUKWILA, WA, 98188
DESCRIPTION OF WORK:
INTERIOR TENANT IMPROVEMENTS AND EXPANSION TO ANY EXISTING OFFICE SUITE ON THE FIFTH FLOOR, SUITE
501, FOR OFFICE USE TO INCLUDE DEMOLITION OF DOORS, RELITES, AND PARTITIONS, NEW CONSTRUCTION OF
PARTITION, NEW DOORS AND RELITES, EXISTING LIGHTING RELOCATED. NO STRUCTURAL WORK AND NO
ALTERATIONS TO THE BUILDING CORE.
Project Valuation: $30,000.00
Type of Fire Protection: Sprinklers: YES
Fire Alarm:
Type of Construction: IIA
Electrical Service Provided by: TUKWILA
Fees Collected: $1,155.24
Occupancy per IBC: B
Water District: TUKWILA
Sewer District: TUKWILA
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:
2015
2015
2015
2015
2015
National Electrical Code:
WA Cities Electrical Code:
WAC 296-46B:
WA State Energy Code:
2014
2014
2014
2015
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: No
Volumes: Cut: 0 Fill: 0
Number: 0
Permit Center Authorized Signature:
Li La
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 conditions attached to this permit.
Signature:
Print Name: 6:0w1-12Aj tt%
Date: `3 // 67('1'
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: 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.
5: All construction shall be done in conformance with the Washington State Building Code and the
Washington State Energy Code.
6: There shall be no occupancy of a building until final inspection has been completed and approved by
Tukwila building inspector. No exception.
7: 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.
10: 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)
8: 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)
9: 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)
11: Maintain fire extinguisher coverage throughout.
12: 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)
13: 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)
14: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10)
15: 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)
16: 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)
20: 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)
18: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3)
17: 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).
21: 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.
23: 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)
22: 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)
24: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required
for this project.
25: 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.
19: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances
#2436 and #2437)
26: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply
approval of such condition or violation.
27: 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 TUKW1L
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.TukwilaWA.gov
r
Building Permit No. DI - LJ 9r0
Project No.
Date Application Accepted: 11''-)-1
Date Application Expires:
(For office use only)
7
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: Walsh Group
Suite Number: 501 Floor: 5th floor
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: TBD
Address:
Address: 1500 Westlake Ave. N. , suite one
City: Seattle State: WA zip: 98109
Phone: (206) 441-1449 Fax:
City:
State:
City: l I qt/AIk+k\Lf'C
Zip:
Phone:
Fax:
City:
State:
Contr Reg No.:
Phone:
Exp Date:
Tukwila Business License No.:
H:Wpplications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx
Revised: August 2011
bh
New Tenant: ❑ Yes 121 ..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: ���;U
�,
f�p C
Company Name:
Address: i/-UDx`'
/
Engineer Name:
City: l I qt/AIk+k\Lf'C
Address:
Zip:00
City:
State:
Zip:
Phone:
Fax:
Email:
LENDER/BOND ISSUED (required for projects $5,000 or
greater per RCW 19.27.095)
Name: ���;U
�,
f�p C
rN
Address: i/-UDx`'
/
,
City: l I qt/AIk+k\Lf'C
State:(
Zip:00
Page 1 of 4
i
BUILDING PERMIT INFORMATIOI 06-431-3670
Valuation of Project (contractor's bid price): $ 30,000
Existing Building Valuation: $
Describe the scope of work (please provide detailed information):
Interior tenant improvements and expansion to any existing office suite on the fifth floor, suite #501, for office use to include
demolition of doors, relites, and partitions, new construction of partition, new doors and relites, existing lighting relocated. No
structural work and no alterations to the building core.
Will there be new rack storage? 1=1 Yes
.. 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 ((] No If "yes", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
® Sprinklers 0 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 171 No
If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety 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\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docx
Revised: August 2011
bh
Page 2 of 4
Existing
Interior Remodel
Addition to
Existing
Structure
New
Type of
Construction per
IBC
Type of
Occupancy per
IBC
1" Floor
0
2"d Floor
0
3rd Floor
0
Floors 5 thru
13,700
3,900
0
0
II -A sprinkler
B -Office
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 ((] No If "yes", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
® Sprinklers 0 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 171 No
If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety 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\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docx
Revised: August 2011
bh
Page 2 of 4
PUBLIC WORKS PERMIT INFO' kTION — 206-433-0179
Scope of Work (please provide detailed information):
N/A
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
❑...Valley View
❑ ... Sewer Availability Provided
❑ .. Highline
❑ .. Renton
❑ .. 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 0
❑ ...Total Cut
❑ ...Total Fill
cubic yards
cubic yards
❑ ...Sanitary Side Sewer
❑ ...Cap or Remove Utilities
❑ ...Frontage Improvements
❑ ...Traffic Control
❑ ...Backflow Prevention - Fire Protection
Irrigation
Domestic Water
❑ .. 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
0 .. Pavement Cut
❑ .. Looped Fire Line
❑ ...Permanent Water Meter Size...
❑ ...Temporary Water Meter Size ..
❑ ...Water Only Meter Size
❑ ...Sewer Main Extension Public
❑ ...Water Main Extension Public
WO #
WO #
WO #
Private 0
Private 0
❑ .. Grease Interceptor
❑ .. Channelization
❑ .. Trench Excavation
❑ .. Utility Undergrounding
0 ...Deduct Water Meter Size
If
FINANCE INFORMATION
Fire Line Size at Property Line
0 ...Water 0 ...Sewer 0 ...Sewage Treatment
Monthly Service Billing to:
Name:
Number of Public Fire Hydrant(s)
Day Telephone:
Mailing Address:
City State Zip
Water Meter Refund/Billing:
Name:
Mailing Address:
Day Telephone:
City
State
Zip
H:\ Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx
Revised: August 2011
bh
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 PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING OWNER OR AUTHO
Signature:
ateer---2
Print Name: Linda Ducey
Mailing Address: 1500 Westlake Ave. N.
H: Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx
Revised: August2011
bh
Date: 11/21/2016
Day Telephone: (206) 441-1449
Seattle WA 98109
City State Zip
Page 4 of 4
Cash Register Receipt
City of Tukwila
DESCRIPTIONS ACCOUNT QUANTITY
PermitTRAK
PAID
$715.25
D16-0320 Address: 16400 SOUTHCENTER PKWY 501 Apn: 2623049021
$715.25
DEVELOPMENT
$681.40
PERMIT FEE
R000.322.100.00.00
0.00
$676.90
WASHINGTON STATE SURCHARGE
B640.237.114
0.00
$4.50
TECHNOLOGY FEE
$33.85
TECHNOLOGY FEE
TOTAL FEES PAID BY RECEIPT: R11059
R000.322.900.04.00
0.00
$33.85
$715.25
Date Paid: Friday, March 10, 2017
Paid By: WALSH CONSTRUCTION COMPANY
Pay Method: CHECK 166363
Printed: Friday, March 10, 2017 1:34 PM 1 of 1
CSYSTEMS
Cash Register Receipt
City of Tukwila
DESCRIPTIONS
ACCOUNT QUANTITY PAID
PermitTRAK
$439.99
D16-0320 Address: 16400 SOUTHCENTER PKWY 501 Apn: 2623049021
$439.99
DEVELOPMENT
$439.99
PLAN CHECK FEE
TOTAL FEES PAID BY RECEIPT: R9897
R000.345.830.00.00
0.00
$439.99
$439.99
Date Paid: Monday, November 21, 2016
Paid By: NELSON WORLDWIDE INC
Pay Method: CHECK 230
Printed: Monday, November 21, 2016 3:33 PM 1 of 1
C( SYSTEMS
2/1/2018
City of Tukwila
Department of Community Development
LINDA DUCEY
1500 WESTLAKE AVE N, SUITE 1
SEATTLE, WA 98109
RE: Permit No. D16-0320
WALSH GROUP
16400 SOUTHCENTER PKWY - SUITE 501
Dear Permit Holder:
Allan Ekberg, Mayor
Jack Pace, Director
In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building
Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric
Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null
and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if
the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180
days. Your permit will expire on 3/6/2018.
Based on the above, you are hereby advised to:
1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each
inspection creates a new 180 day period, provided the inspection shows progress.
-or-
2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire.
Address your extension request to the Building Official and state your reason(s) for the need to extend your permit.
The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your
extension request is granted, you will be notified by mail.
In the event you do not call for an inspection and/or receive an extension prior to 3/6/2018, your permit will become null and void
and any further work on the project will require a new permit and associated fees.
Thank you for your cooperation in this matter.
Sincerely,
achelle Ripley
Permit Technicia
File No: D16-0320
6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665
PERMIT EXTENSION REQUEST
City of Tukwila
C/O Building Official
6300 Southcenter Blvd
Tukwila, WA 98188
09/05/2017
This letter is to request an extension of tenant improvement permit # D16-
0320 for a period of 60 days.
This permit is for work at:
16400 Southcenter Parkway #501
Seattle, WA 98188
The majority of the work under this permit has been completed, however
there are a few outstanding items that will need to be completed by the
electrician so we can schedule and complete the necessary inspections
prior to the expiration of this permit.
Please don't hesitate to call or email with any questions or concerns.
Regards,
Eric VanHemert
Request for Extension # i
Current Expiration Date:
Extension Request:
Approved for
Denied (provide explanation
15 t/ days
Signature/Initials
Walsh Group
16400 Southcenter Pkwy, Suite 501 Seattle, WA 98188
P: (206) 394-7300 F: (206) 394-7399 Equal Opportunity Employer
RECEIVED
CITY OF TUKWILA
SEP 0 6 2017
PERMIT CENTER
City of Tukwila
Allan Ekberg, Mayor
Department of Community Development - Jack Pace, Director
August 15, 2017
Walsh Group
Eric VanHemert
16400 Southcenter Pkwy — Suite 501
Tukwila, WA 98188
RE: Request for Extension #1
Permit Number D16-0320
Dear Mr. VanHemert,
This letter is in response to your written request for an extension to Permit D16-0320. The Building
Official, Jerry Hight, has reviewed your letter and considered your request to extend the above
referenced permit. It has been determined that the City of Tukwila Building Division will be granting an
extension to the permit through March 6, 2018.
If you should have any questions, please contact our office at (206) 431-3670.
Sincerely,
Bill Rambo
Permit Technician
File: Permit No. D16-0320
Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov
8/1/2017
City of Tukwila
Department of Community Development
LINDA DUCEY
1500 WESTLAKE AVE N, SUITE 1
SEATTLE, WA 98109
RE: Permit No. D16-0320
WALSH GROUP
16400 SOUTHCENTER PKWY - SUITE 501
Dear Permit Holder:
Allan Ekberg, Mayor
Jack Pace, Director
In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building
Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric
Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null
and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if
the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180
days. Your permit will expire on 9/6/2017.
Based on the above, you are hereby advised to:
1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each
inspection creates a new 180 day period, provided the inspection shows progress.
-or-
2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire.
Address your extension request to the Building Official and state your reason(s) for the need to extend your permit.
The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your
extension request is granted, you will be notified by mail.
In the event you do not call for an inspection and/or receive an extension prior to 9/6/2017, your permit will become null and void
and any further work on the project will require a new permit and associated fees.
Thank you for your cooperation in this matter.
Sincerely,
ach lle Ripley
Permit Techmcia
File No: DI6-0320
6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665
o)ERMIT COORD COPY`
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D16-0320
PROJECT NAME: WALSH GROUP
SITE ADDRESS: 16400 SOUTHCENTER PKWY — SUITE 501
DATE: 11/21/16
X Original Plan Submittal
Response to Correction Letter #
Revision # before Permit Issued
Revision #
after Permit Issued
DEPARTMENTS:
VFV- \LOC tWini
Building Division gp
1V,2 4\a`
Public Works
A -r1 Arc, 1)-4a(0
Fire Prevention
Structural
gie Planning Division Et
❑ Permit Coordinator
PRELIMINARY REVIEW:
Not Applicable
(no approval/review required)
REVIEWER'S INITIALS:
DATE: 11/22/16
Structural Review Required
DATE:
APPROVALS OR CORRECTIONS:
Approved
❑ Approved with Conditions
Corrections Required
(corrections entered in Reviews)
Denied
(ie: Zoning Issues)
DUE DATE: 12/20/16
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
DAVIS SCHUELLER INC
Home Espaiiol Contact
Safety & Health Claims & Insurance
Washington State Department of
Labor & Industries
Search L&I
Page 1 of 3
A -Z Index help My L&I
Workplace Rights Trades & Licensing
DAVIS SCHUELLER INC
Owner or tradesperson
Principals
SCHUELLER, KENNETH E, PRESIDENT
STOCKBURGER, JAMES A, VICE
PRESIDENT
SCHUELLER, DANETTE, SECRETARY
SCHUELLER, KENNETH E, TREASURER
DAVIS, BILL E, PRESIDENT
(End: 06/26/2014)
SCHUELLER, KENNETH E, VICE
PRESIDENT
(End: 06/26/2014)
DAVIS, BARBARA D, TREASURER
(End: 06/26/2014)
Doing business as
DAVIS SCHUELLER INC
WA UBI No.
601 273 797
4601 Chennault Beach Rd
Suite 200
MUKILTEO, WA 98275
425-775-9400
SNOHOMISH County
Business type
Corporation
Governing persons
BARBARA
DAVIS
BILL E DAVIS;
DANNETTE SCHULLER;
KEN SCHUELLER;
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.
DAVISSI105PN
Effective — expiration
10/15/1990— 07/01/2018
Bond
..............
CBIC
Bond account no.
SF2518
$12,000.00
Received by L&I Effective date
10/31/2003 10/15/2003
Expiration date
Until Canceled
Help us improve
https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601273797&LIC=DAVISSI105PN&SAW= 3/10/2017
DAVIS SCHUELLER INC
Insurance
..............................
BITCO National Ins Co
Policy no.
CLP3639915
$1,000,000.00
Received by L&I Effective date
06/28/2016 07/01/2016
Expiration date
07/01/2017
AMCO Ins Co $1,000,000.00
Policy no.
ACPGLA03026636708
Received by L&I Effective date
06/22/2016 07/01/2016
Expiration date
07/01/2017
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.
Workers' comp
Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums.
L&I Account ID
588,421-00
Account is current.
DAVIS SCHUELLER INC
Estimated workers reported
Quarter 4 of Year 2016 "51 to 75 Workers"
L&I account representative
T1 / DESTINY ADAMS (360)902-4873 - Email: ADAF235@Ini.wa.gov
Workplace safety and health
Check for any past safety and health violations found on jobsites this business was responsible for.
Inspection results date
11/10/2015
Inspection no.
317938271
Location
3600 15th avenue
Seattle, WA 98114
Inspection results date
04/02/2014
Inspection no.
316973973
Location
12856 Gateway Dr
Tukwila, WA 98168
Violations
Violations
Page 2 of 3
Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington.
Help us improve
https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601273797&LIC=DAVISSI105PN&SAW= 3/10/2017
WGE—CV-05.dwg
i
c
0
0 •
0
0
0
cD
_c
0
0
0
Cr)
a)L.n
o °o
oQ
I
a -
I U
v)
CDS
oa
N
&� I
E,io CD
cLr- = (t)
cC
II�N
cb
O
431
Eooa)
i7. cn o x
s,
\ <<cr,/1/
•
J 1/Pti
• Cs
SOUTHCENTER PLACE
EXISTING 5 -STORY OFFICE
BUILDING
NO CHANGE IN BUILDING AREA
NO CORE / SHELL WORK
NO STRUCTURAL WORK
NO EXTERIOR WORK
NO CHANGE OF USE
OCCUPANT LOAD & EXITING:
PER IBC TABLE 1004.1.2:
BUSINESS AREA =100 SF PER OCCUPANT
PER IBC TABLE 1015.1:
0-49 OCCUPANT LOAD = ONE (1) EXIT
REQUIRED
50-500 OCCUPANT LOAD = TWO (2) EXITS
REQUIRED
9,650 SF @ 1:100 = 97 OCCUPANTS
2 EXITS REQUIRED, 4 EXITS PROVIDED
PROJECT COMPLIES
COMMON PATH OF EGRESS TRAVEL:
PER IBC 1014.3:
MAX. LENGTH =100'-0" FOR BUILDINGS WITH
SPRINKLER SYSTEM
LONGEST COMMON PATH OF EGRESS
TRAVEL = ± 37'
PROJECT COMPLIES
AREA OF
WORK
(± 3,900 SF)
POINT WHERE 2 PATHS TO
SEPARATE EXITS ARE
AVAILABLE, TYP.
COMMON AND CORE AREAS,
(N.I.C., TYP.)
EXIT ACCESS TRAVEL DISTANCE:
PER IBC TABLE 1016.2:
MAX. DISTANCE = 300'-0" FOR GROUP 'B'
OCCUPANCY IN BUILDINGS WITH SPRINKLER
SYSTEM
PROJECT COMPLIES.
NORTH
l
509
SEA -TAC
INTERNATIONAL
AIRPORT
SOUTHCENTER
PLACE
01.1"
NORTH
2 I VICINITY MAP
NTS
36
>-
Y
ct
w
1-
w
U
1-
0
0)
STRANDER BLVD
� 238
(Am n -rim 11 1111
36 WHIM 11111111/
SOUTHCENTER
PLACE
16400 SOUTHCENTER
PARKWAY
TUKWILA, WA 98188
F
2
7 -
OUTBACK STEAK HOUSE
NORTH
1 EXITING PLAN AND OCCUPANCY LOAD CALCULATION
1/16" =1'-0"
3 SITE PLAN
1" = 80'-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
1 �`z
OMIT BRACING AT WALL
LATERAL BRACING (STAGGERED) PER
DETAIL ABOVE (TYP.)
LATERAL WALL BRACING PLAN VIEW
NTS
i
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.
4
STANDARD HEAD BRACING
1-1/2" =1'-0"
ACT ACOUSTICAL CEILING TILE
ADJ ADJACENT / ADJUSTABLE
AFF ABOVE FINISH FLOOR
ALT ALTERNATE
ALUM ALUMINUM
APPROX APPROXIMATELY
BLDG
BLKG
B/S
CAB
CLR
CLG
CL
COL
COMM
COMP
CONST
CONT
CPT
CT
DIA
DR
DIM
DW
DWG
E
EA
ELEC
ELEC'L
ELEV
EQ
EXIST
EXT
FIN
FLR
FLUOR
FMC
FR
AT
BUILDING
BLOCKING
BUILDING STANDARD
CABINET
CLEAR/CLEARANCE
CEILING
CENTERLINE
COLUMN
COMMUNICATION
COMPOSITION
CONSTRUCTION
CONTINUOUS
CARPET
CERAMIC/CONCRETE TILE
DIAMETER
DOOR
DIMENSION
DISHWASHER
DRAWING
EXISTING / EAST
EACH
ELECTRIC
ELECTRICAL
ELEVATION (VIEW)
EQUAL
EXISTING
EXTERIOR
FINISH
FLOOR
FLUORESCENT
FLOOR MATERIAL CHANGE
FIRE RATED
FT
FURN
GA
GALV
GD
GL
GWB
HC
HDW
HM
HT
HVAC
IN
INCL
INSUL
INT
JT
LL@TE
LF
MAX
MECH
MFR
MIN
MISC
MSA
MTD
MTL
MW
N
N/A
NIC
NO
NOM
NTS
OC
OPNG
OPP
5 ABBREVIATIONS
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 TENANT'S
EXPENSE
LINEAL FOOT
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
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/
W/O
WC
WD
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 COMPOSITE TILE
VERTICAL
WEST
WITH
WITHOUT
WALLCOVERING
WOOD
1/4" NON-COMBUSTABLE
WOOD FILLER UNDER MAIN
RUNNERS.
EXISTING CEILING
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:
2-112" = 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.
STANDARD TENANT PARTITION
SEISMIC BRACING (BEYOND)
PER 41TI-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.
SEPARATE 'ATE PERMIT
i :QUIRED FOR:
C%'iJ1echanni
lrkElectri
C.l'Plumb'abl
as
ii, of Tukwila
P"^.'G DIVISION
1-1/2" =1'-0"
4'-0" WIDE ACOUSTIC BATT
INSULATION CENTERED OVER
PARTITION ABOVE HUNG CEILING.
1/4" NON-COMBUSTABLE
WOOD FILLER UNDER MAIN
RUNNERS.
EXISTING CEILING
CONTINUOUS 'L' METAL
TRIM W/ PAPER WING (BOTH
SIDES OF PARTITION)
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" 0.0.
2. USE SAME GAUGE AS STUDS
FOR TRACKS AND CHANNEL.
3. USE SSMA TECHNICAL GUIDES.
SEISMIC BRACING (BEYOND)
PER 4/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" 0.0.
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.
REVISrON@
No changes shall h e to the scope
of work without prior approval of
T-ulr,^-,;!a Building Division.
IROTE: Ficvisions will require a new plan submittal
I and may include additional plan review fees.
J
7 1 STD TENANT DEMISING SOUND PARTITION 1-1/2"=1'-0°
PROJECT INFORMATION
SCOPE OF WORK:
CONSTRUCTION TYPE:
OCCUPANCY TYPE:
AREA OF EXISTING SUITE:
AREA OF EXPANSION:
TOTAL (AREA OF NEW SUITE):
AREA OF WORK:
AREA OF FLOOR:
APPLICABLE CODES:
ASSESSOR'S PARCEL
NUMBER:
LEGAL DESCRIPTION:
BUILDING REPRESENTATIVE:
DESIGNER:
CONTRACTOR:
TENANT IMPROVEMENT TO AN EXISTING SUITE ON THE 5TH FLOOR FOR OFFICE USE TO
INCLUDE:
• EXPANSION OF EXISTING SUITE (#501) INTO ADJACENT SUITE (#508)
• DEMOLITION OF PARTITIONS, DOORS AND RELITES
• CONSTRUCTION OF PARTITIONS, DOORS AND RELITES
• RELOCATIONS OF LIGHT FIXTURES AND CEILING FIXTURES
II -A, FULLY SPRINKLERED
B, OFFICE
± 8,985 SQ.FT.
± 665 SQ.FT.
± 9,650 SQ.FT.
± 3,900 SQ. FT.
±13,444 SQ. FT.
2015 INTERNATIONAL BUILDING CODE (IBC)
2015 INTERNATIONAL FIRE CODE (IFC)
2015 INTERNATIONAL MECHANICAL CODE (IMC)
ICC/ANSI 117.1- ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES
2015 WASHINGTON STATE ENERGY CODE (WSEC)
2015 INTERNATIONAL FUEL AND GAS CODE (IFGC)
2015 UNIFORM PLUMBING CODE (UPC)
2014 NATIONAL ELECTRICAL CODE (NEC)
WASHINGTON INDOOR AIR QUALITY CODE
262304-9021
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
JOHN C. RADOVICH DEVELOPMENT COMPANY
2385 82ND AVENUE SE, SUITE 300, MERCER ISLAND, WA 98040
CONTACT - REBECCA DAVIDSON
PHONE - 206.267.6060
EMAIL - rebeccadavidson@jcrdevco.com
MARVIN STEIN ASSOCIATES, A NELSON COMPANY
1500 WESTLAKE AVENUE N, SUITE ONE, SEATTLE, WA 98109
CONTACT - LINDA DUCEY
PHONE - 206.441.1449
EMAIL - Lducey@marvinstein.com
TBD
GENERAL NOTES
1. COMPLY WITH ALL APPLICABLE CODES.
2. GENERAL CONTRACTOR SHALL VISIT JOB SITE AND VERIFY 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 SHALL 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. GENERAL CONTRACTOR SHALL COORDINATE ACTIVITIES OF ALL SUBCONTRACTORS, DELIVERY, AND 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 OWNER AND/OR MSA.
3. CLEAN ALL DIFFUSERS & GRILLS.
4. VERIFY LOCATION OF THERMOSTATS WITH OWNER OR ARCHITECT 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 DURING CONSTRUCTION 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 THE 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 AND AS REQUIRED BY 0.S.H.A. STANDARDS TO PREVENT INJURIES OR ACCIDE
11. N.F.P.A. / I.F.C. APPROVED FIRE EXTINGUISHERS SHALL BE LOCATED WITHIN 75 FEET FROM ANY POINT ALONG T
PATH OF TENANT EGRESS OR AS REQUIRED BY THE LOCAL FIRE MARSHAL.
SOUTHCENTER
PLACE
16400 SOUTHCENTER PARKWAY
TUKWILA, WASHINGTON 98188
®Y
rmit 3
Plan review approval is subject to errors and omissions.
Approval of construction documents does not authorize
the violation of any adopted code or ordinance. Rr col t
of approved Field Copy and conditions is acknowledged:
c9,*
Date: 3 71 e, /
City of Tukwila
BUILDING DIVISION
REGIS ktit.]
DOUGLAS EVAN
STATE OF WAsmN(,I(N
CO
DRAWN BY: TA
CHECKED BY: LD
JOB NO.: 78011.152
NO. REVISIONS INDICATED THUS n
DATE
BY
ISSUED FOR REVIEW
ISSUED REVISION # 1
10/18/16
TA
10/21/16
ME
ISSUED FOR PERMIT
11/16/16
TA
APPROVAL STAMPS:
TENANT:
12. THE SPACE AROUND PIPES DUCTS ETC. PENETRATING FIRE RESISTANT CONSTRUCTION SHALL NOT EXCEED %" AND
SHALL BE PACKED SOLID WITH APPROVED FIRE SAFING MATERIAL AND SEALED WITH METAL ESCUTCHEONS EACH
SIDE AS REQUIRED BY CODE.
13. MAINTAIN INTEGRITY OF FIRE -RATED ASSEMBLIES AND REPAIR ANY DAMAGE TO SPRAY -APPLIED FIREPROOFING.
SHEET INDEX
1032
TI -1 COVER SHEET AND DETAILS
TI -2 DEMOLITION PLAN AND CONSTRUCTION PLAN
TI -3 REFLECTED CEILING PLAN
8 1 PROJECT INFORMATION, NOTES & SHEET INDEX
REVIEWED FOR
CODE COMPLIANCE
APPROVED
DEC 0 6 2016
�L w�
r^.ity of Tukwila
BUILDING DIVISION
E WALSH GROUP
EXPANSION
(SUITE5OI)
SHEET TITLE:
COVER SHEET
RECEIVED AND DETAILS
CITY OF T IUKWIL
NOV 212016
PERMIT CENTER
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 3
w
U
J
w
v
0
TI -2) WGE—DE&PL-05.dwg
DEMOLITION PLAN
0
1/8" =1'-0"
DEMOLITION LEGEND
EXISTING BUILDING CORE
EXISTING CORRIDOR PARTITION
EXISTING DEMISING PARTITION TO REMAIN
EXISTING CONSTRUCTION TO REMAIN
EXISTING CONSTRUCTION TO BE
DEMOLISHED, UNO
11 -♦
n s EXISTING DOOR AND RELITE TO BE
6—" REMOVED, UNO (S = SALVAGED )
DEMOLITION KEYNOTES
0 REMOVE EXISTING CLERESTORY RELITE, SALVAGE
FOR REUSE IN ENLARGED CONFERENCE ROOM, SEE
CONSTRUCTION PLAN 2/TI-2.
02 REMOVE EXISTING FLOORING AND PREP FLOOR TO
ACCEPT NEW FLOOR COVERING.
DEMOLITION NOTES
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 REPRESENTATIVE.
3. ALL DEBRIS SHALL BE REMOVED FROM THE DEMOLITION
SITE DAILY.
4. ALL DEMOLITION SHALL BE PERFORMED IN
ACCORDANCE WITH THE BUILDING REPRESENTATIVE'S
RULES AND REGULATIONS WITH MINIMAL DISTURBANCE
TO OTHER TENANTS.
5. CONTRACTOR SHALL PROVIDE DUST BARRIERS FOR
PROTECTION OF EXISTING ADJACENT AREAS. ALL HVAC
SYSTEMS ARE TO BE PROTECTED DURING DEMOLITION.
6. CONTRACTOR SHALL NOTIFY BUILDING
REPRESENTATIVE AND MSA OF ANY DEMOLITION WORK
THAT IMPACTS THE STRUCTURAL INTEGRITY OF THE
BUILDING.
7. GENERAL CONTRACTOR SHALL IMMEDIATELY REPORT
ALL ACCIDENTS, ERRORS OR DEFECTS TO THE
BUILDING REPRESENTATIVE.
5'
10'
20'
30'
NORTH
EXISTING
OFFICE
EXISTING
OFFICE
OPEN WORK AREA
NEW
SHARED OFFICE
EXISTING
WORK ROOM
NEW
SHARED OFFICE
NEW
CONFERENCE
CONSTRUCTION PLAN
c_
COLUMN
1/8" =1'-0"
CONSTRUCTION LEGEND
EXISTING EUILDING CORE
EXISTING CORRIDOR PARTITION
EXISTING DEMISING PARTITION
EXISTING PARTITION, UNO
NEW B/S CORRIDOR PARTITION PER DETAIL 7/TI-1
NEW B/S TENANT INTERIOR PARTITION PER
DETAIL 6/TF1
a I c RELOCATED OR NEW BIS 2'-0" WIDE X BIS HEIGHT
R / N TEMPERED SAFETY GLASS RELITE. MATCH
TENANTS EXISTING CONDITIONS.
R
RELOCATE EXISTING CLERESTORY RELITE TO
BIS DOOR HEIGHT. MATCH TENANT'S EXISTING
CONDITIONS. SEE DEMOLITION KEYNOTE 1.
FEC EXISTING FIRE EXTINGUISHER CABINET
FE -c - EXISTING FIRE EXTINGUISHER
IALIGN
CONSTRUCTION KEYNOTES
1O UPGRADE EXISTING PARTITION TO MATCH B/S DEMISING
PARTITION.
0 VERIFY EXISTING DOOR AND RELITE WOOD FINISH IN
EXPANSION AREA. MATCH TENANT'S DOOR AND RELITE
EXISTING WOOD FINISH IF NECESSARY.
O
VERIFY WITH TENANT WHETHER TO PROVIDE SOUND
INSULATION IN NALL PARTITION AND ABOVE CEILING GRID,
PER DETAIL 71T-1.
PROVIDE NEW FLOOR COVERING AND NEW PAINT IN
EXPANSION AREA. VERIFY SPECIFIC AREA'S WITH TENANT.
CONSTRUCTION NOTES
0
10'
20'
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. DIMENSIONS ARE FINISH SURFACE TO FINISH SURFACE, U.N.O.
5. REPORT ANY DISCREPANCIES BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS TO MSA.
6. ALL EXISTING WINDOW COVERINGS TO BE CLEANED AND IN GOOD WORKING ORDER.
DOOR SCHEDULE
30'
NORTH
DOOR NUMBER
4 TYPE OF DOOR
A. RELOCATED OR NEW B/S
3'-0" WIDE SC WOOD DOOR
IN BIS WOOD FRAME
HARDWARE
a. B/S LATCHSET
b. B/S LOCK SET AND CLOSER
6", UNLESS
OTHERWISE
NOTED
EXISTING DOOR TO
REMAIN
NOTES:
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.
REVIEWED FOR
CODE COMPLIANCE
APPROVED
DEC 0 € 2016
City of Tukwila
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
NOV 21 2016
PERMIT CENTER
SOUTHCENTER
PLACE
16400 SOUTHCENTER PARKWAY
TUKWILA, WASHINGTON 98188
KI:tilSujoii
'I'1117iu'i
AN
KD��
STM I.OF W.ASIIIN<iTON
DRAWN BY: TA
CHECKED BY: LD
JOB NO.: 78011.152
NO.
REVISIONS INDICATED THUS n
DATE
BY
ISSUED FOR REVIEW
10/18/16
TA
ISSUED REVISION # 1
10/21/16
ME
ISSUED FOR PERMIT
11/16/16
TA
APPROVAL STAMPS:
TENANT:
THE WALSH GROUP
EXPANSION
(SUITE5OI )
SHEET TITLE:
L
CONSTRUCTION PLANS
REPRODUCTION, ALTERATION OR PUBLICATION OF THIS
DRAWING, WITHOUT EXPRESSED PERMISSION BY MSA, IS A
VIOLATION OF FEDERAL COPYRIGHT LAW. COPYRIGHT 8Y
MSA 2016.
TI -2
OF 3
SOUTHCENTER PLACE
01
0
•
0
01
0
0
in
0
REFLECTED CEILING PLAN
0
1/8" = 1'-0"
CEILING LEGEND
EXISTING CEILING GRID AND TILES TO REMAIN.
EXISTING 2'X4' RECESSED FLUORESCENT LIGHT
FXTURE TO REMAIN.
---- EXISTING 2'X4' RECESSED FLUORESCENT LIGHT
FXTURE TO BE REMOVED / RELOCATED.
EXISTING 2'X2' RECESSED FLUORESCENT LIGHT
FXTURE TO BE REMOVED.
RELOCATED 2'X4' RECESSED FLUORESCENT
LIGHT FIXTURE.
EXISTING / RELOCATED 2'X4' RECESSED
FLUORESCENT LIGHT FIXTURES TO BE
UPGRADED FOR EMERGENCY LIGHTING.
LNYOUT SHOWN IS CONCEPTUAL ONLY.
O EXISTING RECESSED FLUORESCENT
DDWNLIGHT TO REMAIN.
Ys
NEW BIS ILLUMINATED EXIT SIGN (DIRECTIONAL
VfHERE SHOWN). (E = EXISTING)
EXISTING ILLUMINATED EXIT SIGN TO BE RELOCATED.
(E) (3) NEW BIS LIGHT SWITCH.
(M) (E = EXISTING, 3 = THREE WAY, M = SUITE MASTER)
CEILING KEYNOTES
O
O
O
VERIFY LOCATION WITH TENANT AND RELOCATE EXISTING
PROJECTOR. PROVIDE BRACING, ELECTRICAL AND DATA AS REQUIRED.
EXPANSION OPEN AREA LIGHTING TO BE SWITCHED WITH EXISTING
OPEN AREA.
ASSUMED LIGHTING LIGHTING LAYOUT IN THIS SPACE TO BE VERIFIED.
CEILING NOTES
5'
10'
20'
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 CEILING GRID, TILE AND FIXTURES TO REMAIN. EXISTING
LIGHTING LAYOUT USES 57 FIXTURES. THE NEW LAYOUT RELOCATES
18 OF THE EXISTING FIXTURES.
18/57 x 100 = 32% WHICH IS LESS THAN THE 60% ALLOWABLE CHANGE
PER 2015 WSEC LIGHTING ALTERATION EXCEPTION C101.4.3.1.
PROJECT COMPLIES.
30'
NORTH
REVIEWED FOR
CODE COMPLIANCE
APPROVED
•r
' DEC 0 C 2016
City of Tukwila
BUILDING DIVISION
SOUTHCENTER
PLACE
16400 SOUTHCENTER PARKWAY
TUKWILA, WASHINGTON 98188
M K DOUGLAS EVA
S1.1 ATE or N ASI IIN(I R)N
DRAWN BY: TA
CHECKED BY: LD
JOB NO.: 78011.152
NO. REVISIONS INDICATED THUS A
DATE
BY
ISSUED FOR REVIEW
10/18/16 TA
ISSUED REVISION # 1
10/21/16 ME
ISSUED FOR PERMIT
11/16/16 TA
APPROVAL STAMPS:
TENANT:
THE WALSH GROUP
EXPANSION
rt( SUITE 501 )
•
RECEIVED
CITY OF TUKWILA
NOV 21 2016
PERMIT CENTER
REFLECTED
CEILING 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 3
SOUTHCENTER PLACE
r
{ gZT
y $.!{ f ss.?
l .a'
y 'i
L .�
� JI
O���� �
� ,� �� ��
�
,,� ,
£
�>
507
£
�
47-•\...ct
�
P' f F
zy7
.....
5��' Z
A�
)
=9-
B,V� k
i
ice''
Q.
o
1
512
I
f
Ew IQs Y� a
iq
','
/
F x
j
1.-.
I
===m9
506
REFLECTED CEILING PLAN
0
1/8" = 1'-0"
CEILING LEGEND
EXISTING CEILING GRID AND TILES TO REMAIN.
EXISTING 2'X4' RECESSED FLUORESCENT LIGHT
FXTURE TO REMAIN.
---- EXISTING 2'X4' RECESSED FLUORESCENT LIGHT
FXTURE TO BE REMOVED / RELOCATED.
EXISTING 2'X2' RECESSED FLUORESCENT LIGHT
FXTURE TO BE REMOVED.
RELOCATED 2'X4' RECESSED FLUORESCENT
LIGHT FIXTURE.
EXISTING / RELOCATED 2'X4' RECESSED
FLUORESCENT LIGHT FIXTURES TO BE
UPGRADED FOR EMERGENCY LIGHTING.
LNYOUT SHOWN IS CONCEPTUAL ONLY.
O EXISTING RECESSED FLUORESCENT
DDWNLIGHT TO REMAIN.
Ys
NEW BIS ILLUMINATED EXIT SIGN (DIRECTIONAL
VfHERE SHOWN). (E = EXISTING)
EXISTING ILLUMINATED EXIT SIGN TO BE RELOCATED.
(E) (3) NEW BIS LIGHT SWITCH.
(M) (E = EXISTING, 3 = THREE WAY, M = SUITE MASTER)
CEILING KEYNOTES
O
O
O
VERIFY LOCATION WITH TENANT AND RELOCATE EXISTING
PROJECTOR. PROVIDE BRACING, ELECTRICAL AND DATA AS REQUIRED.
EXPANSION OPEN AREA LIGHTING TO BE SWITCHED WITH EXISTING
OPEN AREA.
ASSUMED LIGHTING LIGHTING LAYOUT IN THIS SPACE TO BE VERIFIED.
CEILING NOTES
5'
10'
20'
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 CEILING GRID, TILE AND FIXTURES TO REMAIN. EXISTING
LIGHTING LAYOUT USES 57 FIXTURES. THE NEW LAYOUT RELOCATES
18 OF THE EXISTING FIXTURES.
18/57 x 100 = 32% WHICH IS LESS THAN THE 60% ALLOWABLE CHANGE
PER 2015 WSEC LIGHTING ALTERATION EXCEPTION C101.4.3.1.
PROJECT COMPLIES.
30'
NORTH
REVIEWED FOR
CODE COMPLIANCE
APPROVED
•r
' DEC 0 C 2016
City of Tukwila
BUILDING DIVISION
SOUTHCENTER
PLACE
16400 SOUTHCENTER PARKWAY
TUKWILA, WASHINGTON 98188
M K DOUGLAS EVA
S1.1 ATE or N ASI IIN(I R)N
DRAWN BY: TA
CHECKED BY: LD
JOB NO.: 78011.152
NO. REVISIONS INDICATED THUS A
DATE
BY
ISSUED FOR REVIEW
10/18/16 TA
ISSUED REVISION # 1
10/21/16 ME
ISSUED FOR PERMIT
11/16/16 TA
APPROVAL STAMPS:
TENANT:
THE WALSH GROUP
EXPANSION
rt( SUITE 501 )
•
RECEIVED
CITY OF TUKWILA
NOV 21 2016
PERMIT CENTER
REFLECTED
CEILING 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 3
SOUTHCENTER PLACE