HomeMy WebLinkAboutPermit D16-0231 - 16400 BUILDING SUITE 406 - TENANT IMPROVEMENTSPECULATIVE SUITE
16400 SOUTHCENTER PKWY
SUITE 406
D16-0231
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
Project Name: SPECULATIVE SUITE
Permit Number: D16-0231
Issue Date: 8/31/2016
Permit Expires On: 2/27/2017
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
D P INC GENERAL CONTRACTORS Phone: (206) 361-2989
19936 BALLINGER WAY NE , LAKE
FOREST PARK, WA, 98155
DPINCGC066BU Expiration Date: 1/31/2018
DESCRIPTION OF WORK:
INTERIOR TENANT IMPROVEMENTS TO ANE XISTING OFFICE SUITE ONT EH FOURTH FLOOR, SUITE #406, FOR
OFFICE USE TO INCLUDE DEMOLITION OF DOORS, RELITES, AND PATITIONS, NEW CONSTRUCTION OF PARTITION,
NEW DOORS AND RELITES, EXISTING LIGHTING RELOCATED. NO STRUCTURAL WORK AND NO ALTERATIONS TO
THE BUILDING CORE.
Project Valuation: $73,500.00
Type of Fire Protection: Sprinklers: YES
Fire Alarm:
Type of Construction: IIA
Electrical Service Provided by: TUKWILA
Fees Collected: $2,108.50
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:
Volumes: Cut: 0 Fill: 0
Number: 0
No
Permit Center Authorized Signature:
v! Date: U `51—Ko
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 •.r the performance of work. I am authorized to sign and obtain this
development p it and agree t he con.. itions attached to this permit.
Signature. 14 /1/ / Date:
Print Name 0..61/' _ 11
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: 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)
19: 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)
20: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10)
21: 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)
22: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of
egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path
of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point
in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign,
whichever is less, from the nearest visible exit sign. (IFC 1011.1)
23: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high
with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have
letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing
between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in
section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to
their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible
when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign,
the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.6)
24: Aisles and aisle access ways serving as a portion of the exit access in the means of egress system shall
comply with the requirements of this section. Aisles or aisle access ways shall be provided from all
occupied portions of the exit access which contain seats, tables, furnishings, displays and similar fixtures or
equipment. The required width of aisles shall be unobstructed. (IFC 1017.1)
25: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than
90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency
power system provided from storage batteries, unit equipment or on-site generator. (IFC 1011.6.3)
26: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1
foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of
egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and
a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A
maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.3.1)
30: 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)
28: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3)
27: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department
review and approval of drawings prior to installation or modification. New sprinkler systems and all
modifications to sprinkler systems involving more than 50 heads shall have the written approval of 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).
31: 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.
33: 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)
32: 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)
34: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required
for this project.
35: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code.
(NFPA 70)
36: 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.
37: 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.
29: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances
#2436 and #2437)
38: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply
approval of such condition or violation.
39: 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 TUKH I
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.TukwilaWA.gov
Building Peril... No. Dt (^ O2-51
Project No.
Date Application Accepted:
Date Application Expires:
(For office use only)
CONSTRUCTION PERMIT APPLICATION
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
**Please Print**
SITE LOCATION
King Co Assessor's Tax No.: 262304-9021
Site Address: 16400 Southcenter Parkway
Tenant Name: Speculative Suite
Suite Number: 406
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: Shoreline State: WA Zip: 98155
Phone: (206) 361-2989 Fax:
Contr Reg No.: DPINCGC066BU Exp Date: 01/31/2018
Tukwila Business License No.: BUS -0994280
H:Wpplications\Forms-Applications On Line'201 I Applications\Permit Application Revised - 8-9-I 1.docx
Revised: August 2011
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New Tenant:
Floor:
® Yes ..No
4th floor
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:
Address:
Company Name:
Engineer Name:
Address:
City:
State:
Zip:
Phone:
Fax:
Email:
LENDER/BOND ISSUED (required for projects $5,000 or
greater per RCW 19.27.095)
Name:
Address:
City: State: Zip:
Page 1 of 4
BUILDING PERMIT INFORMATIOP 06-431-3670
Valuation of Project (contractor's bid price): $ $151 q(AJ Existing Building Valuation: $
Describe the scope of work (please provide detailed information):
Interior tenant improvements to any existing office suite on the fourth floor, suite #406, 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? ❑ 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 J 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 0 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.
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Revised: August 2011
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Page 2 of 4
Existing
Interior Remodel
Addition to
Existing
Structure
New
Type of
Construction per
IBC
Type of
Occupancy per
IBC
1' Floor
0
2° Floor
0
3'd Floor
0
Floors 4 thru
13,700
1,470
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 J 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 0 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.
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Revised: August 2011
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Page 2 of 4
Scope of Work (please provide detailed information):
Addition of one sink
Call before you Dig: 811
Please refer to Public Works. Bulletin #1 for fees and estimate sheet.
Water District
❑ ...Tukwila 0 ...Water District #125
❑ ...Water Availability Provided
Sewer District
❑ ...Tukwila
❑ ...Sewer Use Certificate
❑ .. Highline
❑ ...Valley View ❑ .. Renton
❑ ... Sewer Availability Provided
❑ .. Renton
❑ .. Seattle
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.
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
0 ...Frontage Improvements
❑ ...Traffic Control
0 ...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
0 .. Pavement Cut
❑ .. Looped Fire Line
52
Domestic Water
21
SI
❑ ...Permanent Water Meter Size... WO #
❑ ...Temporary Water Meter Size .. 72 WO #
❑ ...Water Only Meter Size WO #
❑ ...Sewer Main Extension Public 0 Private 0
❑ ...Water Main Extension Public 0 Private 0
❑ .. Grease Interceptor
❑ .. Channelization
0 .. Trench Excavation
❑ .. Utility Undergrounding
❑ ...Deduct Water Meter Size
FINANCE INFORMATION
Fire Line Size at Property Line
0 ...Water 0 ...Sewer
Monthly Service Billing to:
Name:
Number of Public Fire Hydrant(s)
0 ...Sewage Treatment
Day Telephone:
Mailing Address:
City State Zip
Water Meter Refund/Billing:
Name:
Mailing Address:
Day Telephone:
City
State
Zip
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Page 3 of 4
Value of Construction — hi 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 O V OR AUT H 2IZED A( NT:
12
Signature: 7 ' ' /� / /V/'U Wf Date: 08/9312016
Print Name: ebecca Davidson / Day Telephone: (206) 267-6061
Mailing Address: 2385 82nd Ave. SE., Suite S-1 Mercer Island WA 98040
City
H:\Applications\Forms-Applications On Line \201 I Applications\Permit Application Revised - 8-9-I l.docx
Revised: August 2011
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State Zip
Page 4 of 4
Cash Register Receipt
City of Tukwila
DESCRIPTIONS
PermitTRAK
ACCOUNT QUANTITY PAID
$804.47
D16-0231 Address: 16400 SOUTHCENTER PKWY 206 Apn: 2623049021
$804.47
DEVELOPMENT
$804.47
PLAN CHECK FEE
TOTAL FEES PAID BY RECEIPT: R9180
R000.345.830.00.00
0.00
$804.47
$804.47
Date Paid: Friday, August 12, 2016
Paid By: REBECCA DAVIDSON
Pay Method: CREDIT CARD 04863D
Printed: Friday, August 12, 2016 10:08 AM 1 of 1
CSYSTEMS
Cash Register Receipt
City of Tukwila
Receipt Number
R9307
DESCRIPTIONS I ACCOUNT I QUANTITY I
PermitTRAK
PAID
$1,304.03
D16-0231 Address: 16400 SOUTHCENTER PKWY 206 Apn: 2623049021
$1,304.03
DEVELOPMENT
$1,242.15
PERMIT FEE
R000.322.100.00.00
0.00
$1,237.65
WASHINGTON STATE SURCHARGE
B640.237.114
0.00
$4.50
TECHNOLOGY FEE
$61.88
TECHNOLOGY FEE
TOTAL FEES PAID BY RECEIPT: R9307
R000.322.900.04.00 0.00
$61.88
$1,304.03
Date Paid: Wednesday, August 31, 2016
Paid By: REBECCA DAVIDSON
Pay Method: CREDIT CARD 14020G
Printed: Wednesday, August 31, 2016 1:25 PM 1 of 1
CRWSYSTEMS
INSPECTION RECORD
Retain a copy with permit
D'6 -Ong
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Project:
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Type of Inspection: ,�
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Address:
Address:
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Date Called:
Special Instructions:
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Date Wanted:
p.M.
Requester:/
Phone No:
tiQApproved per applicable codes. LJ Corrections required prior to approval.
COMMENTS:
Inspector:
Awl
Date: I Z 2 j J c
REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
INSPECTION RECORD
Retain a copy with permit
INSPON NO.
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
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Type of Inspection:
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Adress:
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Date Called:
Special Instructions:
Alie‘
Date Wanted:
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Requester:
Phone No:
56 Approved per applicable codes. LJ Corrections required prior to approval.
COMMENTS:
Inspector:
Date:
l(f z /6
REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
INSPE ION NO
INSPECTION RECORD
Retain a copy with permit
b1G - o2 1
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:
SPctuf.T1tx Co ITE.
Type of Inspection:
6/A2 -'AJ -6 -
Address:
/Gi/'C Soup -0600e pY,tio7"
Date Called:
Special Instructions:
Date Wante
/O 2
/
m
part.
Request :
Phone No:
Approved per applicable codes. Corrections required prior to approval.
COMMENTS:
Inspector: /I
REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Project:
5 P 'C(C., Ti Vic cu me'
Type of Inspection:
OZ/k"CI /f6"
Address:
/o ° Sot/Neat-0e Peal
Date Called:
Special Instructions:
Wane
Date Wanes :06.
/G/'
p.m.
Requeste
Phone No:
ElApproved per applicable codes. ,l Corrections required prior to approval.
COMMENTS:
P/cvm6 SS�T�/ 61.40rAr6 ,a;:r' 12641r�s
Inspector:
Aim
Date: 7/?t,//
n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
»&- 623i
Project:
SPCW
�lTlt� rr
Type 9J. spection:
x 1I &-
Address:
/l4+v
c►+cC
Date Called:
Special Instructions:GdtJir j,/c6
Date Wanted:
Requester:
Phone No:
Approved per applicable codes. E Corrections required prior to approval.
COMMENTS:
Inspector:A)
Date: 7/36/(4 l4
REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
INSPECTION RECORD
Retain a copy with permit
INSP' tTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
Di/ -0Z3
6300 Southcenter Blvd., #100, Tukwila. WA 98188
Permit Inspection Request Line (206) 438-9350
(206) 431-3670
Project:
SkeviA- 1 tfE'
w'%?-'
Type o spection:
f-- 'AlvtIIISC-
Address:
1alm
P1&/
Date Called:
Special Instructions:UV
,r yob
Date Wanted:
/6
a.m:
Requester:
Phone No:
ElApproved per applicable codes. EJ Corrections required prior to approval.
COMMENTS:
auvtiai/AQ,- /a/64.4 /Ai ApPlailfait_
126ittA2 Th
Inspector: 43/4744
Date:
n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Project:
SPECO bevatre coin=
Type o spection:
ll 6
Address:
Mee SeAlnicwrzfe PieL4)9
Date Called:
Special Instructions:
WALLS
(�
Date Wante d: j
/q 2/ /i
P.m.
Requester:
Phone No:
2s6- Ka zg14
Approved per applicable codes. Corrections required prior to approval.
COMMENTS:
Inspector:/
4?)
REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
d
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Ili& -02>i
Prosect:
SPCC UM -T1 tic SO / i e
Type spection:
llurC-
Address:
/61/06 cm-kicemele Pews
Date Called:
Special Instructions: at)f.` i/o&
Date Wapte JG %�
C� //
a.r►.m
p.
Requeste :
Phone No:
IApproved per applicable codes. Corrections required prior to approval.
COMMENTS:
Rantg gtarri ervipg-- / d
,IPP as7A, L.
tee SG! U(,>✓- %APeei1
Inspector:
Date: /� `� fa.
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
/4--C /'24
/6-S- /w
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project:
Sprinklers:
Tyke of Inspection:
/
Address:p %IId 5.c.
Suite #: Lyroy
Ftp✓ y
Contact Person:
Special Instruc ions:
Phone No.:
4kpproved per applicable codes.
Corrections required prior to approval.
COMMENTS:
SP- cAL4L, o Iz-
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector c..--7
Date: /07,-V/6
Hrs.:
__
$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. Call to schedule a reinspection.
Billing Address
Attn:
Company Name:
Address:
City:
State:
Zip:
Word/Inspection Record Form.Doc
3/14/14
T.F.D. Form F.P. 113
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
D/7- 0-2_5/
—s --/s),
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project:
Sprinklers:
Fire Alarm:
Type of Inspection:
Address: /4x`00
Suite #: r ca6`j 6
'S C.
e k__--.6,‘ f
Contact Person:
Special Instructions:
Phone No.:
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
ck Ali
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector: / (-,--
Date: 7/2)//6
Hrs.:
$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. Call to schedule a reinspection.
Billing Address
Attn:
Company Name:
Address:
City:
State:
Zip:
Word/Inspection Record Form.Doc
3/14/14
T.F.D. Form F.P. 113
PLAN It
IIM/ESP_JPIING SLIP
•
PERMIT NUMBER: D16-0231
PROJECT NAME: SPECULATIVE SUITE
DATE: 08/11/16
SITE ADDRESS: 16400 SOUTHCENTER PKWY, SUITE 406
X Original Plan Submittal
Response to Correction Letter #
Revision #
Revision #
before Permit Issued
after Permit Issued
DEPARTMENTS:
kW& A-.1 q1140
Building Division
A9 OM
Public Works IL
k'W& C 4
Fire Prevention
Structural
Planning Division
Permit Coordinator n
PRELIMINARY REVIEW:
Not Applicable ❑
(no approval/review required)
REVIEWER'S INITIALS:
DATE: 08/16/16
Structural Review Required
DATE:
APPROVALS OR CORRECTIONS:
Approved
Corrections Required
(corrections entered in Reviews)
Notation:
Approved with Conditions
Denied
(ie: Zoning Issues)
41-69 -�Id
DUE DATE: 09/13/16
V
n
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 CONTRACTORS
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0 Washington State Department of
Labor & Industries
D P INC GENERAL CONTRACTORS
Owner or tradesperson
Principals
DODSON, WILLIAM, PRESIDENT
Doing business as
D P INC GENERAL CONTRACTORS
WA USI 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 $1,000,000.00
Policy no.
CPA6015605
Received by L&I Effective date
08/04/2016 09/15/2016
Expiration date
09/15/2017
Continental Western Ins Co $1,000,000.00
Policy no.
CWP6015605
Received by L&I Effective date
08/13/2015 09/15/2014
Expiration date
09/15/2016
https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601515833&LIC=DPINCGC066BU&SAW= 8/31/2016
SOUTHCENTER PLACE
EXISTING 5 -STORY OFFICE
BUILDING
•
COMMON AND CORE AREAS,
(N.I.C., TYP.)
/
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
1,470 SF @ 1:100 =15 OCCUPANTS
1 EXIT REQUIRED, 1 EXIT 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 = ± 80' (SUITE 406) AND ± 67' (SUITE
405
PROJECT COMPLIES
POINT WHERE 2 PATHS TO
SEPARATE EXITS ARE
AVAILABLE, 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.
w
I -
SEA -TAC
CINTERNATIONAL
AIRPORT
NORTH
2
VICINITY MAP
NTS
P
L
STRANDER BLVD
238
ail I I -IT (11 l 11 I I rT[i
111111IIIIIIIIIIIIIF
IIIIIIII11 111IIIIIL
1
U,
SOUTHCENTER
PLACE
16400 SOUTHCENTER
PARKWAY
TUKWILA, WA 98188
279 I I I U
OUTBACK STEAK HOUSE
NORTH
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�2' MAX
ki'TO END
OF WALL
if 4:
v �
OMIT BRACING AT WALL
LATERAL BRACING (STAGGERED) PER
DETAIL ABOVE (TYP.)
LATERAL WALL BRACING PLAN VIEW
NTS
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.
a 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
AT
BLDG BUILDING
BLKG BLOCKING
B/S BUILDING STANDARD
CAB CABINET
CLR CLEAR/CLEARANCE
CLG CEILING
CL CENTERLINE
COL COLUMN
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
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
FEET
FURNISH / FURNISHINGS
GAUGE
GALVANIZED
GARBAGE DISPOSAL
GLASS / GLAZING
GYPSUM WALL BOARD
HOLLOW CORE
HARDWARE
HOLLOW METAL
HEIGHT
HEATING, VENTILATING,
AIR CONDITIONING
IN INCH
INCL INCLUDE
INSUL INSULATION
INT INTERIOR
JT JOINT
LL@TE 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
LF
MAX
MECH
MFR
MIN
MISC
MSA
MTD
MTL
MW
N
N/A
NIC
NO
NOM
NTS
OC ON CENTER
OPNG OPENING
OPP OPPOSITE
5 I ABBREVIATIONS
ORIG
PERM
PL
PLAM
PLYWD
PR
PTN
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
ORIGINAL
PERMANENT
PLATE
PLASTIC LAMINATE
PLYWOOD
PAIR
PARTITION
RADIUS 1 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
SEISMIC BRACING (BEYOND)
/`-7 PER 7/TI-1.
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)
N
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.
//7
%//%�/
6 I STANDARD TENANT PARTITION
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.
4'-D" 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)
/
N I
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.
�j
i
/;
SEISMIC BRACING (BEYOND)
PER 7/TI-1.
1/8" BLACK FOAM TAPE, HOLD
BACK 1/4" FROM EDGE OF TRACK
(BOTH SIDES)
METAL TRACK WITH (2) #10
SCREWS AT 16" O.C.
REVEAL (PAINT BLACK) OR
MATCH EXISTING CONDITION.
(BOTH SIDES OF PARTITION)
5/8" FIRE RETARDANT TREATED
PLYWOOD BLOCKING AT WALL
HUNG ITEMS (WHERE
APPLICABLE- REFER TO
DRAWING PLANS).
ALTERNATE FOR BLOCKING:
20" WIDE SHEET METAL AT +40"
FROM FLOOR TO BOTTOM (IN
LIEU OF WOOD BLOCKING)
5/8" GWB, TYPE 'X' EACH SIDE
BASE, AS SCHEDULED.
(BOTH SIDES OF PARTITION.)
EXISTING STRUCTURE (BELOW)
GALV STEEL STUD, PER STUD
SCHEDULE, WITH 5/8" TYPE 'X'
GWB EACH SIDE.
PROJECT INFORMATION
SCOPE OF WORK:
ASSESSOR'S PARCEL
NUMBER:
LEGAL DESCRIPTION:
CONSTRUCTION TYPE:
OCCUPANCY TYPE:
AREA OF SUITE:
AREA OF FLOOR:
APPLICABLE CODES:
11,011`)
116
BUILDING
REPRESENTATIVE:
DESIGNER:
CONTRACTOR:
TENANT IMPROVEMENT TO AN EXISTING SUITE ON THE 4TH FLOOR FOR OFFICE USE TO
INCLUDE:
• DEMISING OF AN EXISTING SUITE INTO TWO SMALLER SUITES - SUITES 405 AND 406
• DEMOLITION OF PARTITIONS, DOORS AND RELITES
• CONSTRUCTION OF PARTITIONS, DOORS AND RELITES
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
II -A, FULLY SPRINKLERED
B, OFFICE
1,470 SQ.FT.
±13,700 SQ. FT.
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 (11,0101)
f2012 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
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 - I.ducey@marvinstein.com
TBD
GENERAL NOTES
SEPARATE PERMIT
IT
REQUIRED FOR:
Electrical
Plumbing
Gas Piping
City of Tukwila
4BUILDIN3 DIVISION
REVISIONS
No changes shall be made to the scope
of work without prior approval of
Tukwila Building Division.
NOTE: Revisions will require a new plan submittal
and may include additional plan review fees.
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 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'/" 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
TI -1 COVER SHEET AND DETAILS
TI -2 DEMOLITION PLAN AND CONSTRUCTION PLAN
TI -3 REFLECTED CEILING PLAN
SOUTHCENTER
PLACE
16400 SOUTHCENTER PARKWAY
TUKWILA, WASHINGTON 98188
PILE Copy
Permit No.
i
Plan review approval is subject to errors and omissions
Approval of construction documents does not aU th
the violation of any adopted code or ordinanc. , °ripe
of approved Field Raeeipj
and condi '.n. is a nowledged:
4 _1. .,/v. /
Date:.., 71T
City of Tukwila
BUILDING DIVISION
II Ii UI
MARK DOUGLAS EVANS
STATE. 01' WAS' IIN<i rON
DRAWN BY: NG
CHECKED BY: LD
JOB NO.: 78011.151
NO. REVISIONS INDICATED THUS n
DATE
REVIEW SET
PERMIT SET
APPROVAL STAMPS:
TENANT:
07/29/16
08/02/16
RECEIVED
CITV t'')F Ti IKWU
AUG 12 2016
PERMIT CENTER
SPECULATIVE SPACE
SUITE 406
SHEET TITLE:
OUD Oi'51
COVER SHEET
AND DETAILS
1-1/2" =1'-0"
7 1 STANDARD TENANT SOUND & DEMISING PTN .1-1/2"=l'-0"
8 1 PROJECT INFORMATION, NOTES & SHEET INDEX
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
SOU THCENTER PLACE
DEMOLITION PLAN
1/8" =1'-0"
0 5'
10'
20'
DEMOLITION LEGEND
EXISTING BUILDING CORE
EXISTING CORRIDOR PARTITION
EXISTING DEMISING PARTITION
EXISTING PARTITION
c EXISTING B/S 2'-6" WIDE x FULL -HEIGHT RELITE
= EXISTING CONSTRUCTION TO BE DEMOLISHED
30'
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.
NORTH
DEMOLITION KEYNOTES
CEXISTING CASEWORK TO REMAIN.
BREAK
RECEPTION
OPEN WORK AREA
EXISTING
OFFICE
CONSTRUCTION PLAN
1/8" =1'-0"
0
5'
10'
20'
CONSTRUCTION LEGEND
c
R/N
FEC
EXISTING BUILDING CORE
EXISTING CORRIDOR PARTITION
EXISTING DEMISING PARTITION
EXISTING PARTITION
EXISTING B/S 2'-6" WIDE x FULL -HEIGHT RELITE
NEW B/S DEMISING PARTITION PER DETAIL 7/TI-1
NEW B/S TENANT INTERIOR PARTITION PER
DETAIL 6/TI-1
NEW B/S SOUND PARTITION PER DETAIL 7/TI-1
RELOCATED OR NEW B/S 2'-6" WIDE x
FULL -HEIGHT TEMPERED SAFETY GLASS RELITE
PROPOSED LOCATION OF EXISTING FIRE
EXTINGUISHER. VERIFY FINAL LOCATION WITH
TENANT AND/OR FIRE DEPARTMENT
INSPECTOR.
ALIGN
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. 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.
30'
DOOR SCHEDULE
NORTH oFo
0111010
P.,G2,62016
oi100 a
ItONG owesoa
DOOR NUMBER
4' TYPE OF DOOR
A. RELOCATED B/S 3'-0" WIDE SC
WOOD DOOR IN RELOCATED B/S
WOOD FRAME
J HARDWARE
a. B/S LATCHSET
6", UNLESS
OTHERWISE
NOTED
EXISTING DOOR TO
REMAIN
CONSTRUCTION KEYNOTES
C
C
C
C
EXISTING CASEWORK TO REMAIN.
ALIGN NEW PARTITION AT CORNER.
UPGRADE EXISTING PARTITION TO MATCH B/S
DEMISING PARTITION.
PROVIDE AND INSTALL GLASS INSERT TO EXISTING
DOOR TO MATCH B/S SUITE ENTRY DOORS.
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.
SOUTHCENTER
PLACE
16400 SOUTHCENTER PARKWAY
TUKWILA, WASHINGTON 98188
8459
8E0811:All)
nl '_..
MAR DOUGLAS
STATE. OF WASIIINGTON
DRAWN BY: NG
CHECKED BY: LD
JOB NO.: 78011.151
NO.
REVISIONS INDICATED THUS n
DATE
BY
REVIEW SET
PERMIT SET
07/29/16
08/02/16
NG
TA
APPROVAL STAMPS:
TENANT:
RECEIVED
CANT ur I UKWILA
AUG 12 2016
PERMIT CENTER
SPECULATIVE SPACE
SUITE 406
SHEET TITLE:
D« - o2:31
DEMOLITION AND
CONSTRUCTION PLANS
REPRODUCTION, 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 3
SOUTHCENTER PLACE
REFLECTED CEILING PLAN
1/8" =1'-0"
0
5'
10'
20'
CEILING LEGEND
I/ I
EXISTING CEILING GRID AND TILES TO
REMAIN
EXISTING GYP. BOARD FINISHED CEILING
EXISTING 2'x4' RECESSED FLUORESCENT
LIGHT FIXTURES TO BE REMOVED
NEW B/S 2'x4' RECESSED FLUORESCENT
LIGHT FIXTURES
NEW B/S 2'x4' RECESSED FLUORESCENT
LIGHT FIXTURES TO BE UPGRADED FOR
EMERGENCY LIGHTING. LAYOUT SHOWN IS
CONCEPTUAL ONLY.
0 EXISTING B/S ILLUMINATED EXIT SIGN
(DIRECTIONAL WHERE SHOWN)
IFf?•(M,N) B/S LIGHT SWITCH (M = SUITE MASTER, N =
NEW)
CEILING KEYNOTES
0 REMOVE EXISTING EXISTING LIGHT FIXTURES AS
SHOWN, PROVIDE AND INSTALL NEW B/S LIGHT
FIXTURES.
30'
inon
CEILING NOTES
MIN
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.
U
NORTH
LIGHTING CALCULATION
SYMBOL
USED
WATTS/
FIXTURE
# OF
FIXTURES
TOTAL
WATTS
0
34
17
578
Il 1
0
ALLOWABLE WATTAGE:
1,470 SF x 0.9 WATT PER SF = 1,323 WATTS
PROPOSED WATTAGE:
578 WATTS
SUMMARY:
TOTAL PROPOSED WATTAGE IS LESS THAN THE
ALLOWABLE WATTAGE PER 2012 WSEC INTERIOR LIGHTING
POWER C405.5.2 (TABLE C405.5.2(1)).
PER ELEVATION
CD
M
N
C'
M
36"
36"
1't
•
MAX. DIM.
36" I 37"
ELEVATION
3/8" =1'-0"
25"
MELAMINE INTERIOR AS SCHEDULED
0 0
CD
MIN DIM.
24"
)' 3"
SECTION
1-1/2" =1'-0"
PLAM FILLER PANEL.
ENSURE FULL OPERATION
OF DOORS, TYP.
NOTES:
1. PROVIDE FINISHED ENDS
ON ALL EXPOSED
SURFACES, TYP.
2. PROVIDE FILLER PANELS
AS NECESSARY, TYP.
PLAM COUNTERTOP AND 3/4"
BACKSPLASH.
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. Tom„
1/4" PLYWOOD BACKING WITH MELAMINE
FINISH.
BASE AS SCHEDULED.
3/4" PLAM
BACKSPLASH.
PER ELEVATION
MIN. DIM.
PROTECTIVE
COVERING AT
EXPOSED
PIPES.
1/4" PLYWOOD
BACKING
WITH
MELAMINE
FINISH.
DASHED
LINES co
INDICATE
REQUIRED
ACCESSIBLE
CLEARANCES.
CONTINUE
FINISH FLOOR
BELOW SINK
RESILIENT
BASE, PER
SCHEDULE.
12" (INSIDE CLEAR)
o
01
o
0
0
0
0
0
0
0
0
0
0
0
0
0
0
C7
10
0
0
0
0
0
0
C-4
SECTION
1-1/2" =1'-0"
25"
(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.
B/S ADA -COMPLIANT CASEWORK HARDWARE.
24"
6" MIN. CLR.
\I
B/S S.S. FAUCET &
SINK PER ANSI 117.1
CODE COMPLIANCE
B/S PLAM TBD>
COUNTERTOP, PER
SCHEDULE.
B/S ADA- COMPLIANT
CASEWORK
HARDWARE
8" MIN. CLR.
(2) CONCEALED
HINGES PER
EACH DOOR.
CABINET DOORS.
P -LAM FINISH ON
EXPOSED FACE
WITH MATCHING z_
EDGE BANDING
AND MELAMINE i
FINISH ON
INTERIOR FACE.
SECTION
1-1/2" =1'-0"
ATTACH BASE TO
DOOR. CUT BASE
SHORT FOR PROPER
DOOR OPERATION.
SOUTHCENTER
PLACE
16400 SOUTHCENTER PARKWAY
TUKWILA, WASHINGTON 98188
8459
RliliIS I'1?Il.
fi•FP-.
1
..• I
R DOUGLAS EVANS
SPATE OF \NASIHN(F I'ON
•
DRAWN BY: NG
CHECKED BY: LD
JOB NO.: 78011.151
NO.
REVISIONS INDICATED THUS n
DATE
BY
REVIEW SET
PERMIT SET
07/29/16
08/02/16
NG
TA
APPROVAL STAMPS:
TENANT:
RECEIVED
CITY OF TUKWILA
AUG 12 2016
PERMIT CENTER
SPECULATIVE SPACE
SUITE 406
SHEET TITLE:
IN(p-O-1-3/
REFLECTED CEILING PLAN,
ELEVATION 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 -3
OF 3