HomeMy WebLinkAboutPermit D16-0091 - REGIONAL ACCEPTANCE - OFFICE SUITE 140REGIONAL ACCEPTANCE
6840 FORT DENT WAY
SUITE 140
D16-0091
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
2954900425 Permit Number:
6840 FORT DENT WAY 140
Project Name: REGIONAL ACCEPTANCE
Issue Date:
Permit Expires On:
D16-0091
4/22/2016
10/19/2016
Owner:
Name:
Address:
Contact Person:
Name:
Address:
Contractor:
Name:
Address:
License No:
Lender:
Name:
Address:
JOHN C RADOVICH DEV CO
2835 82ND AV SE #S-1, MERCER
ISLAND, WA, 98040
LINDA DUCEY Phone: (206) 441-1449
1500 WESTLAKE AVE N, SUITE 1,
SEATTLE, WA, 98109
D P INC GENERAL CONTRACTORS Phone: (206) 361-2989
19909 BALLINGER WAY NE , LAKE
FOREST PARK, WA, 98155
DPINCGC066BU Expiration Date: 1/31/2018
JOHN C RADOVICH DEV CO
2835 82ND AV SE #S-1, MERCER
ISLAND, WA, 98040
DESCRIPTION OF WORK:
INTERIOR TENANT IMPROVEMENTS TO ANY EXISTING OFFICE SUITE ON THE FIRST FLOOR, SUITE 140, FOR OFFICE
USE TO INCLUDE DEMOLITION OF A PARTITION, NEW CONSTRUCTION OF A PARTITION AND DOOR, NEW
CASEWORK FOR A NEW EMPLOYEE BREAKROOM AND THREE EXISTING LIGHT FIXTURES RELOCATED. NO
STRUCTURAL WORK AND NO ALTERATIONS TO THE BUILDING CORE.
Project Valuation: $40,000.00
Type of Fire Protection: Sprinklers: YES
Fire Alarm:
Type of Construction: VB
Fees Collected: $1,415.34
Occupancy per IBC: B
Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA
Sewer District: TUKWILA SEWER SERVICE
Current Codes adopted by the City of Tukwila:
International Building Code Edition:
International Residential Code Edition:
International Mechanical Code Edition:
Uniform Plumbing Code Edition:
International Fuel Gas Code:
2012
2012
2012
2012
2012
National Electrical Code:
WA Cities Electrical Code:
WAC 296-46B:
WA State Energy Code:
2014
2014
2014
2012
Public Works Activities:
Channelization/Striping:
Curb Cut/Access/Sidewalk:
Fire Loop Hydrant:
Flood Control Zone:
Hauling/Oversize Load:
Land Altering:
Landscape Irrigation:
Sanitary Side Sewer:
Sewer Main Extension:
Storm Drainage:
Street Use:
Water Main Extension:
Water Meter:
Volumes: Cut: 0 Fill: 0
Number: 0
Permit Center Authorized Signature:
— Date: ` co
I hearby certify that I have read and examined this permit and know the same to be true and correct. All
provisions of law and ordinances governing this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provisions of any other
state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this
development per .gree to the con.' io s ettac d to this permit.
Signature:
Print Name:
Date:
This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if
the work is suspended or abandoned for a period of 180 days from the last inspection.
PERMIT CONDITIONS:
1: ***BUILDING PERMIT CONDITIONS***
2: Work shall be installed in accordance with the approved construction documents, and any changes made
during construction that are not in accordance with the approved construction documents shall be
resubmitted for approval.
3: All permits, inspection record card and approved construction documents shall be kept at the site of work
and shall be open to inspection by the Building Inspector until final inspection approval is granted.
4: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for
nonstructural components. ASCE 7, Chapter 13.
5: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall
be laterially braced to the building structure. Such bracing shall be independent of any ceiling splay
bracing.
6: All 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) (NEPA 10, 5.4)
14: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied.
Hangers or brackets shall be securely anchored to the mounting surface in accordance with the
manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40
pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand-
held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that
its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the
bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC
906.9)
15: Extinguishers shall be located in conspicuous locations where they will be readily accessible and
immediately available for use. These locations shall be along normal paths of travel, unless the fire code
official determines that the hazard posed indicates the need for placement away from normal paths of
travel. (IFC 906.5)
16: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached
that indicates the month and year that the inspection was performed and shall identify the company or
person performing the service. Every six years stored pressure extinguishers shall be emptied and
subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire
extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher
service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3)
18: Maintain fire extinguisher coverage throughout.
19: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge
or effort. (IFC 1008.1.8.3 subsection 2.2)
20: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the
door handle is engaged from inside the tenant space. (IFC Chapter 10)
21: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10)
22: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by
Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of
the wrist to operate. (IFC 1008.1.9.1)
23: Aisles and aisle access ways serving as a portion of the exit access in the means of egress system shall
comply with the requirements of this section. Aisles or aisle access ways shall be provided from all
occupied portions of the exit access which contain seats, tables, furnishings, displays and similar fixtures or
equipment. The required width of aisles shall be unobstructed. (IFC 1017.1)
27: Fire protection systems shall be maintained in accordance with the original installation standards for that
system. Required systems shall be extended, altered or augmented as necessary to maintain and continue
protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems
shall be done in accordance with applicable standards. (IFC 901.4)
25: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3)
24: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department
review and approval of drawings prior to installation or modification. New sprinkler systems and all
modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory
Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire
Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence
without approved drawings. (City Ordinance No. 2436).
29: 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)
28: All new fire alarm systems or modifications to existing systems shall have the written approval of The
Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been
obtained. (City Ordinance #2437) (IFC 901.2)
30: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required
for this project.
31: 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.
32: In order to provide you with the fastest police and fire protection under emergency conditions, please post
your suite, room or apartment number in a conspicuous place near the main entry door.
26: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances
#2436 and #2437)
33: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply
approval of such condition or violation.
34: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention
Bureau at (206)575-4407.
PERMIT INSPECTIONS REQUIRED
Permit Inspection Line: (206) 438-9350
1700 BUILDING FINAL**
1400 FIRE FINAL
0409 FRAMING
0406 SUSPENDED CEILING
CITY OF TUKa A
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.TukwilaWA.gov
Building Penult No. bU ^ OOCt(
Project No.
Date Application Accepted:
Date Application Expires:
-Up
(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.: 295490-0425
Site Address: 6840 Fort Dent Way (Fort Dent II)
Tenant Name: Regional Acceptance
Suite Number: 140 Floor: 1st 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: DP Inc - General Contrators
Address: 19936 Ballinger Way NE
City: Seattle State: WA Zip: 98155
Phone: (206) 361-2989 Fax:
Contr Reg No.: DPINCGC066BU Exp Date: 01/31/2018
Tukwila Business License No.: 15U5_ oori 4z 80
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New Tenant: ❑ Yes La ..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
Company Name:
Engineer Name:
Address:
City:
State:
Zip:
Phone:
Fax:
Email:
NDER/BOND ISSUED (required for projects $5,000 o
grea RCW 19.27.095)
Page 1 of 4
BUILDING PERMIT INFORMATIOI !06-431-3670
Valuation of Project (contractor's bid price): $COO Existing Building Valuation: $
Describe the scope of work (please provide detailed information4:
Interior tenant improvements to any existing office suite on the first floor, suite #140, for office use to include demolition of a
partition, new construction of a partitions and door, new casework for a new employee break room, and three existing light fixtures
relocated. No structural work and no alterations to the building core.
Will there be new rack storage? ❑ Yes
m.. No If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): 134,882 Floor area of principal dwelling: 57,500 Floor area of accessory dwelling: 0
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: Compact: Handicap:
Will there be a change in use? 0 Yes 0 No If "yes", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
® Sprinklers 0 Automatic Fire Alarm 0 None ❑ 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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Page 2 of 4
Existing
Interior Remodel
Addition to
Existing
Structure
New
Type of
Construction per
IBC
Type of
Occupancy per
IBC
1st Floor
20,000
262
0
0
V -B sprinkler
B- office
2nd Floor
0
3rd Floor
0
Floors thru
0
Basement
0
Accessory Structure*
0
Attached Garage
0
Detached Garage
0
Attached Carport
0
Detached Carport
0
Covered Deck
0
Uncovered Deck
0
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): 134,882 Floor area of principal dwelling: 57,500 Floor area of accessory dwelling: 0
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: Compact: Handicap:
Will there be a change in use? 0 Yes 0 No If "yes", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
® Sprinklers 0 Automatic Fire Alarm 0 None ❑ 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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Page 2 of 4
PUBLIC WORKS PERMIT INFO' &TION — 206-433-0179
Scope of Work (please provide detailed information):
one existing sink replaced
one existing dishwasher replaced
Call before you Dig: 811
Please refer to Public Works Bulletin #1 for fees and estimate sheet.
Water District
❑ ...Tukwila 0 ...Water District #125
❑ ...Water Availability Provided
Sewer District
❑ ...Tukwila
❑ ...Sewer Use Certificate
❑...Valley View
❑...Sewer Availability Provided
0 .. Highline
❑ .. Renton
0 .. Renton ❑ .. Seattle
Septic System:
❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department.
Submitted with Application (mark boxes which apply):
❑ ...Civil Plans (Maximum Paper Size — 22" x 34")
❑ ...Technical Information Report (Storm Drainage) 0 .. Geotechnical Report 0 ...Traffic Impact Analysis
❑ ...Bond 0 .. Insurance 0 .. Easement(s) El .. Maintenance Agreement(s) ❑ ...Hold Harmless — (SAO)
❑ ...Hold Harmless — (ROW)
Proposed Activities (mark boxes that apply):
❑ ...Right-of-way Use - Nonprofit for less than 72 hours
❑ ...Right-of-way Use - No Disturbance
❑ ...Construction/Excavation/Fill - Right-of-way 0
Non Right-of-way
0 ...Total Cut
0 ...Total Fill
cubic yards
cubic yards
❑ ...Sanitary Side Sewer
❑ ...Cap or Remove Utilities
❑ ...Frontage Improvements
0 ...Traffic Control
❑ ...Backflow Prevention - Fire Protection
Irrigation
Domestic Water
❑ ...Permanent Water Meter Size...
❑ ...Temporary Water Meter Size ..
❑ ...Water Only Meter Size
❑ ...Sewer Main Extension Public 0
❑ ...Water Main Extension Public 0
0
❑ .. 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
)f
>t
11
11
11
11
WO #
WO #
WO #
Private
Private
❑
❑ .. Grease Interceptor
❑ .. Channelization
❑ .. Trench Excavation
❑ .. Utility Undergrounding
0 ...Deduct Water Meter Size
)1
FINANCE INFORMATION
Fire Line Size at Property Line
0 ...Water 0 ...Sewer
Monthly Service Billing to:
Number of Public Fire Hydrant(s)
0 ...Sewage Treatment
Name: Day Telephone:
Mailing Address:
Water Meter Refund/Billing:
Name:
Mailing Address:
City
State
Zip
Day Telephone:
City State Zip
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Page 3 of 4
PERMIT APPLICATION NOTES —
Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject
to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation.
The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be
requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition).
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PE • Y BY THE LAWS OF THE S ATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING 0 OR
Signa
AGE
/0
Print Name: ' ebecca Davi a on
Date: 03/31/2016
Day Telephone: (206) 267-6061
Mailing Address: 2385 82nd Ave. SE., suite 300 Mercer Island WA 98040
City State Zip
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Page 4 of 4
Cash Register Receipt
City of Tukwila
DESCRIPTIONS ACCOUNT QUANTITY
PAID
PermitTRAK
$1,415.34
D16-0091 Address: 6840 FORT DENT WAY 140 Apn: 2954900425
$1,415.34
DEVELOPMENT
$1,373.84
PERMIT FEE
R000.322.100.00.00
0.00
$829.90
PLAN CHECK FEE
R000.345.830.00.00
0.00
$539.44
WASHINGTON STATE SURCHARGE
B640.237.114
0.00
$4.50
TECHNOLOGY FEE
$41.50
TECHNOLOGY FEE
R000.322.900.04.00
0.00
$41.50
TOTAL FEES PAID BY RECEIPT: R8085
$1,415.34
Date Paid: Thursday, March 31, 2016
Paid By: PEPPERWOOD HOLDINGS LLC
Pay Method: CHECK 003272
Printed: Thursday, March 31, 2016 1:49 PM 1 of 1
CRWSYSTEMS
INSPECTION RECORD
Retain a copy with permit
INSP 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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Date Called:
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Requester:
Phone No:
Approved per applicable codes. Corrections required prior to approval.
OMMENTS:
Inspector:
Dater_ 201 (6
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 Pf 6 -00.7(
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
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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
IWO
PECTION 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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REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
7
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
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PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
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Special Instructions:
Occupancy Type:
Phone No.:
KApproved per applicable codes.
Corrections required prior to approval.
COMMENTS:
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Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector: f
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Date: (ni/ (o / /i0
Hrs.:
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$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
pito — OOH
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PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
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Phone No.:
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Corrections required prior to approval.
COMMENTS:
Sprinklers:
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Hood & Duct:
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Pre -Fire:
Permits:
Occupancy Type:
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
I
Inspector: ' — c 2
Date: 5-43// (a
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
PERMIT COORD COPY
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D16-0091 DATE: 03/31/16
PROJECT NAME: REGIONAL ACCEPTANCE
SITE ADDRESS: 6840 FORT DENT WAY - SUITE 140
X Original Plan Submittal
Revision #
before Permit Issued
Response to Correction Letter # Revision # after Permit Issued
DEPARTMENTS:
Lc ---1' 4 ce)
Building Division 111
"'Pu e Wor s Structural
PRELIMINARY REVIEW:
A -1A AU4-14— [coA)/d-
Fire Prevention II Planning Division 111
Not Applicable
(no approval/review required)
Permit Coordinator •
DATE: 04/05/16
Structural Review Required
REVIEWER'S INITIALS: DATE:
n
APPROVALS OR CORRECTIONS:
Approved
Corrections Required
n Approved with Conditions
(corrections entered in Reviews)
Denied
(ie: Zoning Issues)
DUE DATE: 05/03/16
Notation:
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
12/18/2013
D P INC GENERAL CONTRACTOP c
Washington State Department of
Labor & Industries
Hoene Bspaiiol Contact
Safety & Health Claims & Insurance
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D P INC GENERAL CONTRACTORS
Owner or tradesperson
Principals
DODSON, WILLIAM, PRESIDENT
Doing business as
D P INC GENERAL CONTRACTORS
WA UBI No.
601 515 833
19936 BALLINGER WAY NE
SEATTLE, WA 98155
206-361-2989
KING County
Business type
Corporation
License
Verify the contractor's active registration / license / certification (depending on trade) and any past violations.
Construction Contractor Active.
..................._........_...........................................
Meets current requirements.
License specialties
GENERAL
License no.
DPINCGC066BU
Effective — expiration
01/31/1994— 01/31/2018
Bond
.................
Merchants Bonding Co (Mutual)
Bond account no.
WA28622
$12,000.00
Received by L&I Effective date
12/27/2012 01/31/2013
Expiration date
Until Canceled
Bond history
Insurance
..............................
Continental Western Ins Co
Policy no.
CWP6015605
$1,000,000.00
Received by L&I Effective date
08/13/2015 09/15/2014
Expiration date
09/15/2016
Insurance history
Savings
No savings accounts during the previous 6 year period.
Lawsuits against the bond or savings
............................................................................................................
No lawsuits against the bond or savings accounts during the previous 6 year period.
L&I Tax debts
No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts
may be recorded by other agencies.
License Violations
No license violations during the previous 6 year period.
https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601515833&LIC=DPINCGC066BU&SAW= 4/22/2016
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HEATING, VENTILATING,
AIR CONDITIONING
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MFR
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MSA
MTD
MTL
MW
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NO
NOM
NTS
OC
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OPP
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PL
PLAM
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PR
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R
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W/
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WC
WD
MAXIMUM
MECHANICAL
MANUFACTURER
MINIMUM
MISCELLANEOUS
MARVIN STEIN ASSOCIATES
MOUNTED
METAL
MICROWAVE OVEN
NORTH/NEW
NOT APPLICABLE
NOT IN CONTRACT
NUMBER
NOMINAL
NOT TO SCALE
ON CENTER
OPENING
OPPOSITE
ORIGINAL
PERMANENT
PLATE
PLASTIC LAMINATE
PLYWOOD
PAIR
PARTITION
RADIUS/REMOVE/RELOCATE
RUBBER BASE
REFRIGERATOR
REFLECTED
REINFORCING
REQUIRED
REVISION / REVERSE
ROOM
ROUGH OPENING
SOUTH
SCHEDULE
SOLID CORE
SECTION
SIMILAR
SPECIFICATION
SQUARE
STANDARD
STEEL
STORAGE
SUSPENDED
TELEPHONE
TEMPERED SAFETY GLASS
TYPICAL
UNLESS NOTED OTHERWISE
VINYL COMPOSITION TILE
VERTICAL
WEST
WITH
WITHOUT
WALLCOVERING
WOOD
0
AREA OF WORK
(262SF)
O
ELEVATOR
LOBBY
LINE OF 0
ING ABOVE
LOBBY
FORT DENT II BUILDING
EXISTING 3 -STORY OFFICE BUILDING
NO CHANGE IN BUILDING AREA
NO CORE / SHELL WORK
NO STRUCTURAL WORK
NO EXTERIOR WORK
NO CHANGE IN USE
POINT WHERE 2 PATHS TO SEPARATE EXITS
ARE AVAILABLE.
OCCUPANT LOAD:
PER IBC TABLE 1004.1.2: 100 SF PER OCCUPANT
FOR "B" (OFFICE).
NUMBER OF REQUIRED EXITS PER IBC 1015.1.
2,524 SF @ 1:100 = 26 OCCUPANTS
1 EXIT(S) REQUIRED, 2 EXIT(S) PROVIDED
TRAVEL DISTANCE:
MAXIMUM LENGTH ALLOWED IS 300' PER IBC
TABLE 1016.2.
COMMON PATH OF EGRESS
TRAVEL:
MAXIMUM LENGTH ALLOWED IS 100' PER IBC
TABLE 1014.3.
LONGEST COMMON PATH OF EGRESS TRAVEL =
± 30 FT.
EXISTING ELEVATOR LOBBY AND CORRIDOR -
NIC., TYP.
CORE (SHADED AREA) - N.I.C., TYP.
NORTH
1
ABBREVIATIONS
NA 2
FIRST FLOOR KEY PLAN, EXITING AND OCCUPANCY LOAD CALCULATION
NTS
12"
0
0
0
0
0
CO
M
0
0
0
(2) CONCEALED HINGES PER DOOR
1/4" PLYWOOD BACKING WITH MELAMINE
FINISH
3/4" PLYWOOD ADJUSTABLE SHELF WITH
FINISH AS SCHEDULED
MELAMINE INTERIOR.
3/4" PLAM
BACKSPLASH.
PROTECTIVE
COVERING AT
EXPOSED
PIPES.
1/4" PLYWOOD
BACKING
WITH
MELAMINE
FINISH.
DASHED
LINES
INDICATE
REQUIRED
ACCESSIBLE
CLEARANCES.
CONTINUE
FINISH FLOOR
BELOW SINK
RESILIENT
BASE, PER
SCHEDULE.
25"
24"
M
6" MIN. CLR.
FAUCET & SINK PER ANSI
117.1 CODE COMPLIANCE.
SINK SPEC: ELKAY
LUSTERTONE DOUBLE
BOWL. FAUCET SPEC:
DELTA ALLORA PULL-DOWN
SINGLE HANDLE, DECK
MOUNT, BRILLIANCE
STAINLESS FINISH.
B/S PLAM
/--
COUNTERTOP, PER
SCH EDU LE.
8" MIN. CLR.
ADA- COMPLIANT
CASEWORK HARDWARE.
SEE ELEVATION FOR SPEC.
(2) CONCEALED
HINGES PER
EACH DOOR.
CABINET DOORS.
P -LAM FINISH ON
EXPOSED FACE
WITH MATCHING
/ EDGE BANDING
AND MELAMINE
FINISH ON
INTERIOR FACE.
Nic
U
27" MIN. CLR.
29" MIN. CLR.
\ \
ATTACH BASE TO
DOOR. CUT BASE
SHORT FOR PROPER
DOOR OPERATION.
1/4" NON-COMBUSTABLE
WOOD FILLER UNDER MAIN
RUNNERS.
CEILING ga + 9'-0" A.F.F.
111 (WHERE INDICATED ON
REFLECTED CEILING PLAN).
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.
SEISMIC BRACING (BEYOND)
PER 12/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.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.
FORT DENT II
6840 FORT
DENT WAY
EXISTING OFFICE
BUILDING
FORT DENT \
PARK
F�TFRg
PTE 405
\N�ERS�
Ra 9::\E �\\.
-3-1 VICINITY MAP
NORTH
NTS
FORT DENT II
SCOPE OF WORK
TENANT IMPROVEMENT REMODEL OF AN EXISTING OCCUPIED SUITE ON THE FIRST FLOOR FOR OFFICE USE TO INCLUDE:
• DEMOLITION OF PARTITIONS AND DOOR
• CONSTRUCTION OF PARTITIONS AND DOOR
• CONSTRUCTION OF CASEWORK
• NEW PAINT AND FLOORING IN AREA OF REMODEL
• RELOCATION OF EXISTING LIGHT FIXTURES
• NO STRUCTURAL WORK OR ALTERATIONS OF CORE.
AREA OF WORK: 262 SQ. FT.
AREA OF FULL SUITE: 2,524 SQ.FT.
AREA OF FLOOR: ± 20,000 SQ. FT.
OCCUPANCY TYPE: B, OFFICE
CONSTRUCTION TYPE: V -B, FULLY SPRINKLERED
APPLICABLE CODES:
2012 INTERNATIONAL BUILDING CODE (IBC)
2012 INTERNATIONAL FIRE CODE (IFC)
2012 INTERNATIONAL MECHANICAL CODE (IMC)
ICC/ANSI 117.1 - ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES
2012 WASHINGTON STATE ENERGY CODE (MEC)
2012 INTERNATIONAL FUEL AND GAS CODE (IFGC)
2012 UNIFORM PLUMBING CODE (UPC)
2014 NATIONAL ELECTRICAL CODE (NEC)
WASHINGTON INDOOR AIR QUALITY CODE
ASSESSOR'S PARCEL #: 295490-0425
LEGAL DESCRIPTION
LOT 1 OF SHORT PLAT NO 79-7-55 ACCORDING TO SHORT PLAT SURVEY RECORDED UNDER KING COUNTY RECORDING NO
7908210370. TOGETHER WITH THE FOLLOWING DESCRIBED PORTION OF LOT 2 OF SAID SHORT PLAT, BEGINNING AT THE MOST
WESTERLY CORNER OF LOT 1 OF SHORT PLAT NO 79-7-55 ACCORDING TO SHORT PLAT SURVEY RECORDED UNDER KING COUNTY
RECORDING NO 7908210370, THENCE NORTH 63°35'49" EAST 237.32' TO THE MOST NORTHERLY CORNER OF SAID LOT 1, THENCE
SOUTH 26°24'11" EAST 227.32' TO CORNER BETWEEN LOTS 1 AND 2, THENCE NORTH 63°35'49" EAST ALONG THE SOUTHEASTERLY
LINE OF SAID LOT 2, 252.25', THENCE NORTH 36°24'11" WEST 77.65TH_ENCE-NORTH 56°15'11" WEST 234.09", THENCE NORTH
31°12'43" WEST 82.39' TO AN INTERSECTION WITH THE NORTHWESTERLY LINE OF SAID LOT 2, THENCE SOUTH 58°4T17' WEST
ALONG SAID NORTHWESTERLY UNE 102.77', THENCE SOUTH 55°39'53" WEST ALONG SAID UNE 63.16', THENCE SOUTH 48°39'58"
WEST ALONG SAID UNE 55.63', THENCE SOUTH 39°21'15" WEST ALONG SAID LINE 88.24', THENCE SOUTH 30°04'58" WEST 85.21' TO
THE MOST WESTERLY CORNER OF SAID LOT 2, THENCE SOUTH 37°36'40" EAST 20.92' TO THE POINT OF BEGINNING.
PROJECT DIRECTORY
BUILDING REPRESENTATIVE ,
JOHN C. RADOVICH DEVELOPMENT CO.
2835 82ND AVENUE SE, SUITE 300
MERCER ISLAND, WA 98040
CONTACT: REBECCA DAVIDSON
TELEPHONE: (206) 267-2669
EMAIL: REBECCADAVIDSON@JCRDEVCO.COM
DESIGNER
MARVIN STEIN ASSOCIATES, LLC
1500 WESTLAKE AVE. N, SUITE ONE
SEATTLE, WASHINGTON 98109
CONTACT: LINDA DUCEY
TELEPHONE: (206) 441-1449
EMAIL: Lducey@marvinstein.com
GENERAL NOTES
1. COMPLY WITH ALL APPLICABLE CODES.
CONTRACTOR
DP INCORPORATED
19936 BALLINGER WAY NE
SEATTLE, WA 98155
CONTACT: BRIAN WHINIHAN
TELEPHONE: (206) 255-6733
EMAIL: RYAN@DPINC.NET
2. THE GENERAL CONTRACTOR SHALL VISIT THE JOB SITE AND VERIFY THE FIELD CONDITIONS PRIOR TO PURCHASING
MATERIALS OR COMMENCING THE WORK.
3. REPORT ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND DRAWINGS TO MSA BEFORE PROCEEDING
WITH THE WORK.
4. VERIFY THE BUILDING STANDARDS (B/S) BEFORE PROCEEDING WITH THE WORK.
5. OBTAIN ALL REQUIRED PERMITS AND APPROVALS BEFORE PROCEEDING WITH THE WORK.
6. WALLS, PARTITIONS AND CEILINGS SHALL BE INDEPENDENTLY BRACED TO RESIST SEISMIC FORCES.
7. PROVIDE BLOCKING AT ALL WALL MOUNTED ITEMS.
8. ALIGN AND SHIM TRANSITIONS BETWEEN OLD AND NEW CONDITIONS.
9. LEVEL THE FLOOR. DEVIATIONS OF ± 1/2" WITHIN 10'-0" IS THE ACCEPTABLE LIMIT.
10. GENERAL CONTRACTOR REVIEW AND STAMP OR MARK REQUIRED SUBMITTALS AND SHOP DRAWINGS PRIOR TO
SENDING COPIES TO MSA FOR REVIEW AND COMMENT.
11. THE BUILDING OWNER'S AUTHORIZED REPRESENTATIVE SHALL ESTABLISH WORKING TIME AND STANDARDS OF
CONDUCT.
12. DO NOT SCALE DRAWINGS.
13. THE GENERAL CONTRACTOR SHALL COORDINATE THE ACTIVITIES OF ALL SUBCONTRACTORS, DELIVERY, AND THE
STAGING OF MATERIALS.
MECHANICAL, PLUMBING, FIRE PROTECTION
AND LIFE SAFETY NOTES
1. MECHANICAL, FIRE PROTECTION AND LIFE SAFETY ALTERATIONS AND CONSTRUCTION ARE BY OTHERS, UNDER
SEPARATE PERMITS BY DESIGN BUILD CONTRACTORS - DEFERRED SUBMITTALS.
2. REBALANCE THE HVAC SYSTEM AND PROVIDE WRITTEN REPORT TO OWNER AND/OR MSA.
3. CLEAN ALL DIFFUSERS & GRILLS.
4. VERIFY LOCATION OF THERMOSTATS WITH OWNER OR MSA PRIOR TO FINAL INSTALLATION.
5. ALL CONSTRUCTION WORK IS CONFINED TO THE BUILDING INTERIOR. CONTRACTOR SHALL PROVIDE BARRIERS OR
SYSTEMS TO CONTAIN DUST, DIRT OR DEBRIS TO MINIMIZE INCONVENIENCE TO OTHER TENANTS WITHIN THE
BUILDING.
6. CONSTRUCTION OPERATIONS SHALL NOT OBSTRUCT HALLWAYS, CORRIDORS, STAIRWAYS OR MEANS OF EGRESS
FOR THE TENANTS OF THE BUILDING.
7. DO NOT DISRUPT HVAC, PLUMBING, ELECTRICAL OR FIRE PROTECTION SYSTEMS WITHOUT PRIOR AUTHORIZATION
FROM OWNER.
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 CONTRACTCR SHALL PROVIDE TEMPORARY CONSTRUCTION BARRIERS TO INHIBIT ACCESS BY
NON -AUTHORIZED PERSONNEL & AS REQUIRED BY O.S.H.A. STANDARDS TO PREVENT INJURIES OR ACCIDENTS.
11. N.F.PA. / I.F.C. APPROVED FIRE EXTINGUISHERS SHALL BE LOCATED WITHIN 75 FEET FROM ANY POINT ALONG THE
PATH OF TENANT EGRESS OR AS REQUIRED BY THE LOCAL FIRE MARSHAL.
12. THE SPACE AROUND PIPES DUCTS ETC. PENETRATING FIRE RESISTANT CONSTRUCTION SHALL NOT EXCEED W &
SHALL BE PACKED SOLID WITH APPROVED FIRE SAFING MATERIAL & SEALED WITH METAL ESCUTCHEONS EACH SIDE
AS REQUIRED BY CODE.
13. MAINTAIN INTEGRITY OF RATED ASSEMBLIES AND REPAIR ANY DAMAGE TO SPRAY APPLIED FIRE PROOFING.
FORT DENT II
6840 FORT DENT WAY
TUKWILA, WA 98188
SEPARATE PERMIT
REQUIRED FOR:
Q'Mechanical
C'!sctricai
l nibing
rtas Piping
City of Tukwila
DU!Lr4NG DIVISION.
REVISIONS
No chances shall be made to the she
of work without prior approval of
u'kwiia Building Division.
NOTE: 1- eti siens will require a naw plan submittal
and may include additional plan review fees.
11
LCOPY
Ma' b,(- DoctI
Plan ravioli; o.orrc..91 is subject to errors and cri 2 erns.
o', o I C consirLialon ciwurnents does not authmizo
q+.y
�Fp+,i�
1 3io a sr
n adopt ` . do or ordina nc Receipt
(� 77 � and con
t ��yy��T�99 �t �q � ��
of app,.1 4 SS c....: i aid ° p +Vali lit j J i a6k° 1 'w!ed' sd:
:
Date:
City of Tukwila
BUILDING DIVISION
MARK DOUGLAS EVA
STAlE01' WASItIN(iTON
DRAWN BY:
JK, TA
CHECKED BY: LD
JOB NO.:
00153.151
NO.
REVISIONS INDICATED THUS A
DATE
BY
PERMIT SET ISSUED FOR REVIEW
03/21/16
JK
rhtzMtT r
03/2/ i(o
TA
Ir"=VitiliFn FOR l
I BODE CO PLIANCE
4
UPPER CABINET SECTION
NA
5
ADA SINK SECTION
1-1/2" =1'-0"
6
STANDARD TENANT PARTITION
1-1/2" = 1'-0" 7
SITE PLAN
NTS
8
PROJECT INFORMATION AND NOTES
NA
APPROVAL ST MPS: APPF4OV
APR 19 2016
vat_
City of Tukwila
BUILDING DIVISION
4
O
0
O
0
25"
- 3/4" PLYWOOD BACKSPLASH PLAM
MELAMINE INTERIOR
AS SCHEDULED
- PLAM COUNTERTOP
24"
DRAWER ON (75) POUND
FULL- EXTENSION SLIDE
ADJUSTABLE SHELF WITH
FINISH AS SCHEDULED
BASE AS SCHEDULED
25"
3/4" PLYWOOD BACKSPLASH PLAM
'r-PLAM COUNTERTOP
0
0
0
0
MELAMINE INTERIOR
AS SCHEDULED
0
0
0
ADJUSTABLE SHELF WITH
FINISH AS SCHEDULED
1
24"
i
BASE AS SCHEDULED
PER ELEVATION
25"
ENt
24"
PLAM COUNTERTOP AND
BACKSPLASH
FULL HEIGHT DRAWER ON (75)
POUND FULL- EXTENSION SLIDE
TRASH / RECYCLE BIN, TYP.
1/4" PLYWOOD BACKING
WITH MELAMINE FINISH.
BASE AS SCHEDULED
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'MAXy8'MAX�8'MAXy8'MAX�8'MAXX,-2'MAX
TO END
1 OF WALL
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.
TI -1 COVER SHEET AND DETAILS
TI -2 DEMOLITION PLAN, CONSTRUCTION PLAN AND REFLECTED CEILING PLAN
TI -3 ELEC./COMMUNICATION PLAN, FINISH PLAN, FINISH SCHEDULE,
ELEVATION AND SECTIONS
RECEIVED
CITY OF TUKWILA
MAR 312016
PERMIT CENTER
N6 009i
TENANT:
REGIONAL ACCEPTANCE
REMODEL
(FIRST FLOOR)
SHEET TITLE:
COVER SHEET AND DETAILS
LOWER DRAWER CABINET SECTION
NA
101 LOWER CABINET SECTION
NA
11 I LOWER CABINET SECTION
NA 12 STANDARD PARTITION HEAD BRACING
NTS
13
SHEET INDEX
NA
REPRODUCTION, ALTERATION OR PUBLICATION OF THIS
DRAWING, WITHOUT EXPRESSED PERMISSION BY MSA, IS A
VIOLATION OF FEDERAL COPYRIGHT LAW. COPYRIGHT BY
MSA 2016.
TI -1
OF 3
0
DEMOLITION LEGEND
DEMOLITION PLAN
1/8" =1'-0"
5'
10'
20'
EXISTING BUILDING CORE TO REMAIN.
EXISTING CORRIDOR PARTITION.
EXISTING DEMISING PARTITION.
EXISTING CONSTRUCTION TO REMAIN.
EXISTING CONSTRUCTION TO BE DEMOLISHED.
DEMOLITION KEYNOTES
OREMOVE EXISTING LIGHT SWITCH. PATCH AND PREP
EXISTING PARTITION TO RECEIVE NEW PAINT.
OREMOVE EXISTING FLOORING. PREP FLOOR TO
RECEIVE NEW FINISH.
0 LINE OF DEMOLITION TO STOP. KEEP EXISTING
OPEN OFFICE AREA #101 AS EXISTING TO REMAIN.
0 PATCH AND PREP AREA OF WALL REMOVED TO
ACCEPT NEW PAINT.
FDII—RA—DE—PL—CL-01.dwg
Dent II\Regional Acceptance -01\2016 Remodel\Working Drawings\(TI-2
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 MANAGEMENT.
3. ALL DEBRIS SHALL BE REMOVED FROM THE CONSTRUCTION SITE
DAILY.
4. ALL DEMOLITION SHALL BE PERFORMED IN ACCORDANCE WITH THE
BUILDING MANAGEMENTS RULES AND REGULATIONS WITH MINIMAL
DISTURBANCE TO OTHER TENANTS.
5. THE CONTRACTOR SHALL PROVIDE DUST BARRIERS FOR
PROTECTION OF EXISTING ADJACENT AREAS. ALL HVAC SYSTEMS
ARE TO BE PROTECTED DURING DEMOLITION.
6. THE CONTRACTOR SHALL NOTIFY THE BUILDING REPRESENTATIVE
AND MSA OF ANY DEMOLITION WORK THAT IMPACTS THE
STRUCTURAL INTEGRITY OF THE BUILDING.
7. THE GENERAL CONTRACTOR SHALL IMMEDIATELY REPORT ALL
ACCIDENTS, ERRORS OR DEFECTS TO THE BUILDING MANAGEMENT.
8. PROVIDE DEMOLITION TO EXISTING WALLS, DOORS, CASEWORK,
AND FLOORING AS REQUIRED. RECYCLING AND REUSE OF
CONSTRUCTION MATERIALS IS HIGHLY ENCOURAGED WHERE
APPROPRIATE.
0
CONSTRUCTION LEGEND
CONSTRUCTION PLAN
1/8" =
5'
10'
20'
-• CWL
EXISTING BUILDING CORE.
EXISTING CORRIDOR PARTITION.
EXISTING DEMISING PARTITION.
NEW BIS TENANT INTERIOR PARTITION. SEE DETAIL 6/TI-1.
NEW COLD WATER LINE.
r1ALIGN.
DOOR SCHEDULE
6", UNLESS
OTHERWISE
NOTED
DOOR NUMBER
TYPE OF DOOR
A. NEW B/S 3'-0" WIDE SC WOOD DOOR IN B/S WOOD FRAME TO MATCH
EXISTING IN SUITE.
HARDWARE
a. B/S LATCHSET.
•-- 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.
30'
CONSTRUCTION NOTES
1. MAINTAIN A CLEAR PATH OF TRAVEL AT ALL TIMES DURING
CONSTRUCTION.
2. DISRUPTION OF THE BUILDING FIRE ALARM, ELECTRICAL POWER,
WATER, OR LIFE SAFETY SYSTEMS MUST BE COORDINATED WITH
ALL GOVERNING AGENCIES & THE BUILDING OWNER / MANAGEMENT
AND TENANT.
3. INSTALL DOUBLE STUDS AT DOOR JAMBS AND HEADERS.
4. PROVIDE FIBER GLASS REINFORCED WATER RESISTANT GYPSUM
BOARD IN AREAS SUSCEPTIBLE TO MOISTURE.
5. DIMENSIONS ARE FINISH SURFACE TO FINISH SURFACE, U.N.O.
6. REPORT ANY DISCREPANCIES BETWEEN THE DRAWINGS AND
ACTUAL FIELD CONDITIONS TO MSA.
101
40, R
•
N$
Ii
414
M�3
102
n
0
CEILING LEGEND
REFLECTED CEILING PLAN
1/8" =1'-0"
5'
10'
20'
EXISTING CEILING GRID AND TILES TO REMAIN.
EXISTING 2'X4' RECESSED FLUORESCENT LIGHT FIXTURES TO REMAIN.
EXISTING 2'X4' RECESSED FLUORESCENT LIGHT FIXTURES TO BE UPGRADED
FOR EMERGENCY LIGHTING. LAYOUT SHOWN IS CONCEPTUAL ONLY.
EXISTING 2'X4' RECESSED FLUORESCENT LIGHT FIXTURES TO BE
REMOVED/RELOCATED.
RELOCATED B/S 2'X4' RECESSED FLUORESCENT LIGHT FIXTURES.
RELOCATED B/S 2'X4' RECESSED FLUORESCENT LIGHT FIXTURES TO BE
UPGRADED FOR EMERGENCY LIGHTING. LAYOUT SHOWN IS CONCEPTUAL ONLY.
® (R) B/S ILLUMINATED EXIT SIGN (DIRECTIONAL WHERE SHOWN). (R = RELOCATED)
169- (N) B/S LIGHT SWITCH. (N = NEW)
MOM NOM
UNDER CABINET LIGHTING SHALL BE MANUALLY SWITCHED ON, AUTO OFF
(PER OCCUPANCY SENSOR)
30'
CEILING NOTES
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 22 FIXTURES. THE NEW LAYOUT RELOCATES
(3) OF THE EXISTING FIXTURES.
3/22 x 100 =13.63% WHICH IS LESS THAN THE 60% ALLOWABLE CHANGE
PER 2012 WSEC LIGHTING ALTERATION EXCEPTION C101.4.3.1.
EXISTING WATTAGE STAYS THE SAME.
REVIEWED FOR
CODE COMPLIANCE
;'' APPROVED
APR 19 2016
City of Tukwila
BUILDING DIVISION
RECEN ED
CITY OF TUKWILA
KWILA
MAR 312016
PERMIT CENTER
FORT DENT II
6840 FORT DENT WAY
TUKWILA, WA 98188
STATE OF WASIIN( iF N
. N
1I�,ASS . ti
CO ` £ AI
TES
DRAWN BY: JK, TA
CHECKED BY: LD
JOB NO.: 00153.151
NO.
REVISIONS INDICATED THUS A
DATE
BY
PERMIT SET ISSUED FOR REVIEW
03/21/16
JK
#12 -MIT SET
03/24
TA
APPROVAL STAMPS:
TENANT:
REGIONAL ACCEPTANCE
REMODEL
(FIRST FLOOR)
SHEET TITLE:
DEMOLITION PLAN,
CONSTRUCTION PLAN AND
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 -2
OF 3
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ELEC./COMMUNICATION PLAN
1/8" =1'-0"
5'
10'
20'
ELEC / COMMUNICATIONS LEGEND
30'
Itc NEW BIS WALL MOUNTED DUPLEX ELECTRICAL OUTLET.
tIgt NEW BIS WALL MOUNTED DEDICATED 120V 20A DUPLEX ELECTRICAL OUTLET.
(GFI) (GFI = GROUND FAULT INTERRUPT)
ELEC / COMMUNICATIONS KEYNOTES
OPROVIDE NEW OUTLET FOR ICE + WATER DISPENSER, VERIFY ELEC. NEEDS,
HOSHIZAKI, DCM-270 BAH COUNTERTOP MODEL,16 %s' X 24%" X 31 %6"
WITH 4" LEGS, TENANT PROVIDE, CONTRACTOR INSTALL.
OPROVIDE NEW OUTLET FOR MICROWAVE, SUMMIT, SCM 1000 SS
STAINLESS STEEL COUNTERTOP MICROWAVE, 12%" X 20%" X 14 %"
(H X W X D), TENANT PROVIDE, CONTRACTOR INSTALL
NORTH
ELEC. / COMMUNICATION NOTES
1. ALL ELECTRICAL OUTLETS TO BE MOUNTED AT 15" A.F.F. (AT BASE
OF OUTLET) PER I.B.C. REQUIREMENTS U.N.O.
2. ROUGH IN ALL DATA AND COMMUNICATION LINES - MUD RING WITH
PULL STRING, U.N.O.
3. PROVIDE NEW COVER PLATES AND RECEPTACLES AS NEEDED TO
MATCH BUILDING STANDARD.
4. MAINTAIN EXISTING ELECTRICAL OUTLETS UNLESS LOCATION
CONFLICTS WITH NEW CONSTRUCTION.
0
101
RF -1
102
J
J
FINISH PLAN
1/8" =1'-0"
5'
10'
20'
FINISH NOTES
1. ALL WALLS AFFECTED BY NEW CONSTRUCTION TO RECEIVE
TO MATCH EXISTING IN SUITE, U.N.O.
2. ALL WALLS AFFECTED BY NEW CONSTRUCTION TO RECEIVE
TO MATCH EXISTING IN SUITE. U.N.O.
3. PROVIDE (3) SAMPLES OF EVERY FINISH ITEM TO TENANT FOR
APPROVAL PRIOR TO INSTALLATION.
4. PROVIDE ADA COMPLIANT TRANSITION BETWEEN EXISTING CARPET
AND NEW RESILIENT FLOORING IN COLOR TO MATCH WALL BASE.
30'
FINISH NOTES
1. CONTRACTOR TO PATCH EXISTING WALLS AT ALL AREAS OF
DEMOLITION AND PREP FOR NEW PAINT.
2. CONTRACTOR TO REPAIR AND OR PATCH TO MATCH EXISTING WALL
BASE AS REQUIRED.
3. CONTRACTOR TO PATCH AND MATCH EXISTING CARPET AT ALL
AREAS OF DEMOLITION.
FINISH SCHEDULE
SYMBOL/NO.
DESCRIPTION
MANUFACTURER
STYLE
COLOR 1 FINISH
SIZE
NOTES
RESILIENT FLOORING
MANNINGTON
RELAY
CHAMPAGNE
RE - 23001
6-0" ROLLED
HEAT WELD SEAMS WITH
MATCHING WELDING STRIP
RF -1
0
GENERAL PAINT
TBD
TBD
TBD
TBD
NA
GENERAL BASE
TBD
TBD
TBD
TBD
NA
cm
PL -1
PLASTIC LAMINATE
LAMINART
OYSTER SHIELD
FINISH
WINTER ODYSSEY
5047-T
NA
NA
PL -2
PLASTIC LAMINATE
LAMINART
OYSTER SHIELD
FINISH
VAPOR 2429-T
NA
NA
PL -3
PLASTIC LAMINATE
LAMINART
OYSTER SHIELD
FINISH
PORCELAIN 2422-T
NA
NA
NOTES:
1. PROVIDE FINISHED ENDS ON
ALL EXPOSED SURFACES, TYP.
2. PROVIDE FILLER PANELS AS
NECESSARY, TYP.
B/S PLAM OVERHEAD
CABINET
BIS PLAM COUNTER TOP
AND BACKSPLASH.
36"
PULL HARDWARE SPEC: HAFELE -
106.74.904 ALUMINUM FINISH
BIS A.N.S.I.-APPROVED PLAM
SINK CABINET (NO BOTTOM @
BASE) WITH A.N.S.I.- COMPLIANT
SINK & FAUCET.
B/S PLAM LOWER CABINETS
WITH DRAWERS.
A
AREA FOR
TENANT PROVIDED
REFRIGERATOR ,r
PAPER TOWEL DISPENSER
BOBRICK B-4262
PLAM FLOATING SHELF WITH
CONCEALED SUPPORT BRACKETS
IN WALL, AS REQUIRED. PROVIDE
BLOCKING IN EXISTING WALL.
PROVIDE UNDER CABINET LIGHT
UNDER SHELF, MANUAL SWITCH
COUNTER TOP MICROWAVE, BY TENANT.
BIS PLAM LOWER CABINETS WITH
DRAWERS, DOORS AND PL -1
ADJUSTABLE SHELF.
PLAM TRASH RECEPTOR LOWER
CABINET DRAWER. PL -1 WITH
TRASH LINER,
RUBBERMAID # 3959 UNTOUCHABLE
SQUARE CONTAINER GRAY, VERIFY
SIZE TO FIT WITH CASEWORK.
BREAK ROOM ELEVATION
3/8" =1'-0"
REVIEWED FOR
CODE COMPLIANCE
APPROVED
APR 19 2016
City of Tukwila
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
MAR 312016
PERMIT CENTER
FORT DENT 11
6840 FORT DENT WAY
TUKWILA, WA 98188
MARK DOUGLAS EVANS
STATE OF wAsrrim r0N
DRAWN BY: JK, TA
CHECKED BY: LD
JOB NO.: 00153.151
NO.
REVISIONS INDICATED THUS 0
DATE
BY
PERMIT SET ISSUED FOR REVIEW
03/21/16
JK
r .uuT T
03/2rtf IG
TA
APPROVAL STAMPS:
TENANT:
REGIONAL ACCEPTANCE
REMODEL
(FIRST FLOOR)
SHEET TITLE:
ELEC./COMMUNICATION PLAN,
FINISH PLAN, FINISH SCHEDULE,
ELEVATIONS AND SECTIONS
REPRODUCTION, ALTERATION OR PUBLICATION OF THIS
DRAWING, WITHOUT EXPRESSED PERMISSION BY MSA, IS A
VIOLATION OF FEDERAL COPYRIGHT LAW. COPYRIGHT BY
MSA 2016.
TI -3
OF 3