HomeMy WebLinkAboutPermit D15-0194 - SILA SOLUTIONS - OFFICE EXPANSIONSILA SOLUTIONS
6840 FORT DENT WAY
D15-0194
City of Tukwila
• Department of Community Development
• 6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Inspection Request Line: 206-438-9350
Web site: http://www.TukwilaWA.Rov
DEVELOPMENT PERMIT
Parcel No: 2954900425 Permit Number: D15-0194
Address: 6840 FORT DENT WAY 375 Issue Date: 9/14/2015
Permit Expires On: 3/12/2016
Project Name: SILA SOLUTIONS
Owner:
Name:
PEPPERWOOD HOLDINGS LLC
Address:
2835 82ND AVE SE #300 , MERCER
ISLAND, WA, 98040
Contact Person:
Name:
REBECCA DAVIDSON
Phone: (206) 267-2339
Address:
2835 82ND AVE SE, STE 300, MERCER
ISLAND, WA, 98040
Contractor:
Name:
D P INC GENERAL CONTRACTORS
Phone: (206) 361-2989
Address:
19936 BALLINGER WAY NE, SEATTLE,
WA, 98155
License No:
DPINCGCO66BU
Expiration Date: 1/31/2016
Lender:
Name:
JOHN C RADOVICH DEV CO
Address:
2835 82ND AVE SE #S-1, MERCER
ISLAND, WA, 98040
DESCRIPTION OF WORK:
Project Valuation: $90,000.00 Fees Collected: $2,396.82
Type of Fire Protection: Sprinklers: YES
Fire Alarm: YES
Type of Construction: VB 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:
2012
National Electrical Code:
2014
International Residential Code Edition:
2012
WA Cities Electrical Code:
2014
International Mechanical Code Edition:
2012
WAC 296-4613:
2014
Uniform Plumbing Code Edition:
2012
WA State Energy Code:
2012
International Fuel Gas Code:
2012
Public Works Activities:
Chan nelization/Striping:
Curb Cut/Access/Sidewalk:
Fire Loop Hydrant:
Flood Control Zone:
Hauling/Oversize Load:
Land Altering: Volumes: Cut: 0 Fill: 0
Landscape Irrigation:
Sanitary Side Sewer: Number: 0
Sewer Main Extension:
Storm Drainage:
Street Use:
Water Main Extension:
Water Meter: No
Permit Center Authorized Signature:4 Date:
I hearby certify that I have read and examined this permit and know the same to be true and correct. All
provisions of law and ordinances governing this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provisions of any other
state or local laws re ulating construction or the performance of work. I am authorized to sign and obtain this
development per it nd agree to the conditions/Attached to this permit.
Date: I -'-t
Print
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:
4: 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)
1: 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)
2: 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)
3: 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)
5: 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)
6: 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)
7: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10)
8: 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)
9: 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)
10: 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)
11: 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)
12: 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)
13: 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)
17: 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)
15: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3)
14: 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).
18: 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.
19: 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)
20: 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)
21: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required
for this project.
22: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code.
(NFPA 70)
23: 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.
16: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances
#2436 and #2437)
24: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply
approval of such condition or violation.
25: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention
Bureau at (206)575-4407.
26: ***BUILDING PERMIT CONDITIONS***
27: 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.
28: 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.
29: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for
nonstructural components. ASCE 7, Chapter 13.
30: 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.
31: All construction shall be done in conformance with the Washington State Building Code and the
Washington State Energy Code.
32: There shall be no occupancy of a building until final inspection has been completed and approved by
Tukwila building inspector. No exception.
33: 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.
34: 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).
35: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center.
36: 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.
37: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center (206/431-3670).
PERMIT INSPECTIONS REQUIRED
Permit Inspection Line: (206) 438-9350
1700
BUILDING FINAL**
0611
EMERGENCY LIGHTING
1400
FIRE FINAL
0409
FRAMING
0606
GLAZING
0502
LATH & GYPSUM
0406
SUSPENDED CEILING
CITY OF TUKF A
Community Development Department
• Public Works Department
• Permit Center
6300 Southeenter Blvd., Suite 100
Tukwila, WA 98188
htti)://www.Tuk-%vilaWA.gov
Building Per.__ No.
Project No.
Date Application Accepted:
Date Application Expires: t
or 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, Tukwila, WA 98188 Suite Number: 375 Floor: 3RD
Tenant Name: SILA SOLUTIONS New Tenant: ❑ .....Yes O .. No
PROPERTY OWNER
Name: John C. Radovich Development
Address: 2835 82nd Avenue SE, Suite 300
City: Mercer Island State: WA Zip: 98040
CONTACT PERSON — person receiving all project
communication
Name: Rebecca Davidson
Address: 2835 82nd Avenue SE, Suite 300
City: State: WA Zip: 98040
Pho („� _ Fa :
Emai becc davi o - rdevco.com
GENERAL CONTRACTOR INFORMATION
Company Name: DP Incorporated
Address: 19936 Ballinger Way NE
City: Seattle State: WA zip: 98155
Phone: (206) 255-6733 Fax:
Contr Reg No.: Exp Date:
Tukwila Business License No.:
ARCHITECT OF RECORD
Company Name: Marvin Stein Associates
Architect Name: Jenni Keniston (Designer)
Address: 1500 Westlake Avenue North, Suite 1
City: Seattle State: WA zip: 98109
Phone: (206) 441-1449 Fax:
Email: j.keniston@marvinstein.com
ENGINEER OF RECORD
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:
ANMOiIA
Address: j}
City:q9"eTgJWr�State: ZipI _A:
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BUILDING PERMIT INFORMATIC 206-431-3670
Valuation of Project (contractor's bid price): $ 90,000 Existing Building Valuation: $ 9,000,000
Describe the scope of work (please provide detailed information):
Tenant improvement expansion of an existing occupied office suite on the north side of the third floor for office use to include:
demolition of casework and partitions, construction of partitions and doors, construction of casework, new paint and flooring
throughout expansion area, and relocation and installation of new and existing light fixtures.
Will there be new rack storage? ❑..... Yes L& No If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
ExistingInterior
Remodel
Addition to
Existing
Structure
New
Type of
Construction per
IBC
Type of
Occupancy per
IBC
15` Floor
20,000
V-B
B - Office
2'd Floor
19,500
V-B
B - Office
P Floor
20,000
2,354
V-B
B - Office
Floors thru
Basement
Accessory Structure*
Attached Garage
Detached Garage
Attached Carport
Detached Carport
Covered Deck
Uncovered Deck
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): Floor area of principal dwelling: Floor area of accessory dwelling:
*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? El ....... Yes Z....... No If "yes", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
....... Sprinklers 0 ....... Automatic Fire Alarm ❑ .......None ❑ .......Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ....... Yes IZI .......No
If `yes', attach list of materials and storage locations on a separate 8-112"x 11 "paper including quantities and Material Safety Data Sheets.
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.
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PUBLIC WORKS PERMIT INFO -ATION - 206-433-0179
Scope of Work (please provide detailed information):
Call before you Dig: 811
Please refer to Public Works Bulletin #1 for fees and estimate sheet.
Water District
❑ ...Tukwila ❑ ... Water District # 125 ❑ .. Highline ❑ .. Renton
❑ ...Water Availability Provided
Sewer District
❑ ...Tukwila ❑...Valley View ❑ . Renton ❑ .. Seattle
❑ ...Sewer Use Certificate ❑ ... Sewer Availability Provided
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 ADDlication (mark boxes which aDol
❑ ...Civil Plans (Maximum Paper Size — 22" x 34"
❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Traffic Impact Analysis
❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. 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 - Profit for less than 72 hours
❑ ...Right-of-way Use - No Disturbance ❑ .. Right-of-way Use — Potential Disturbance
❑ ...Construction/Excavation/Fill - Right-of-way ❑
Non Right-of-way ❑
❑ ...Total Cut cubic yards ❑ .. Work in Flood Zone
❑ ...Total Fill cubic yards ❑ .. Storm Drainage
❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor
❑ ...Cap or Remove Utilities El.. Curb Cut ❑ .. Channelization
❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ .. Trench Excavation
❑ ...Traffic Control ❑ .. Looped Fire Line ❑ ..Utility Undergrounding
❑ ...Backflow Prevention - Fire Protection "
Irrigation "
Domestic Water "
❑ ...Permanent Water Meter Size... WO #
❑ ...Temporary Water Meter Size.. WO #
❑ ...Water Only Meter Size............ WO # ❑... Deduct Water Meter Size "
❑ ...Sewer Main Extension.............Public ❑ Private ❑
❑ ...Water Main Extension.............Public ❑ Private ❑
FINANCE INFORMATION
Fire Line Size at Property Line Number of Public Fire Hydrant(s)
❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment
Monthly Service Billing to:
Name: Day Telephone:
Mailing Address:
City State Zip
Water Meter Refund/Billing:
Name: Day Telephone:
Mailing Address:
City State Zip
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PERMIT APPLICATION NOTES —
Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject
to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation.
The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be
requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition).
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PE Y BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
r
BUILDIN E OR AUTH ED A T:
Signature: Date:
h7i-
Print Name: ` Day Telephone: ' 77773
Mailing Address:
City State Zip
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DESCRIPTIONS
PermitTRAK
ACCOUNTQUANTITY
PAID
$2,396.82
D15-0194 Address: 6840 FORT DENT WAY 375
Apn: 2954900425
$2,396.82
DEVELOPMENT
$2,326.46
PERMIT FEE
R000.322.100.00.00
0.00
$1,407.25
PLAN CHECK FEE
R000.345.830.00.00
0.00
$914.71
WASHINGTON STATE SURCHARGE
13640.237.114
0.00
$4.50
TECHNOLOGY FEE
$70.36
TECHNOLOGY FEE
•
R000.322.900.04.00
0.00
$70.36
'. .82
Date Paid: Thursday, July 30, 2015
Paid By: PEPPERWOOD HOLDINGS LLC
Pay Method: CHECK 1250
Printed: Thursday, July 30, 2015 10:31 AM 1 of 1
SYSTEMS
�INSPECTION RECORD �/� ����
Retain a copy with permit
INSAKTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 431-2451
Proje ' 5 / ►
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Type of Insp
`ivy'
Address: h
v 4 PV
Date Called:
Special Instructions:
Date Wanted: m.
P.M.
_...
Requester:
Phone No:
proved per applicable codes. u Corrections required prior to approval.
II paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
OC
INSPECTION RECORD1116,1) -
Retain acopy with permit Coy]
ISP TION 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 ,
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Type of Inspection:
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Address.� � �
Date Called:
Special Instructions:
Date Wanted:
a.m.
p.m.
Requester:
Phone No:
pproved per applicable codes. t_J Corrections required prior to approval.
U paid at 6300 Southcenter Blvd., Suite 100. Cat[ to schedule reinspection.
r�� INSPECTION RECORD �!�
Retain a copy with permit
NSP ION 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
Projjer %%
+574
Type of Inspection: l•,�
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Address:
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Date Call :
37-5- 117q
Special Instructions:
Date Wanted:/ r
Requester.
Phone No:
( �.jv/y
Ilnspector: I/ /—, IDate: J /_ l —. t'` I
El 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 iV
INSKET142fi 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:/
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Type of Insp :
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Date Called: �� a
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Special Instructions:
Date Wanted: / a.m.
11� p.m.
Requester:
Phone No:
El REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call. to schedule reinspection.
INSPECTION RECORD Di5- O
10 1 D r3V Retain a copy with permit r
PECT N0. PERMIT I
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd- #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350&1q -2�-( t'11-V
Project:
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Special Instructions:
te Wanted: 11 1 a.m.
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Requester:
Phone No:
IInspector: r--� IDate: 1 ¢ —3 _ r �-
REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
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INSPECTION RECORD
rt Retain a copy with permit 1pfy ®�
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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Inspector: Date:
REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection
INSPECTION RECORD L>/T- 01/ q
Retain a copy with permit
INSPECTION NUMBER PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project:
77/
Type of Inspections
Address:
Contact Person:
Suite #:
Special Instructions: /3Z
Phone No.:
Approved per applicable codes. Corrections required prior to approval.
a
COMMENTS:
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspe or: Date: rs.: a
$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 RECORD
Retain a copy with permit
INSPECTION NUMBER
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PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
444 Andover Park East. Tukwila. Wa. 98188 206-575-4407
Project: i
Type of Inspectio w
Address: 65ttt? /
Contact Person:
Suite #:
Special Instructions:
Phone No.:
[A -Approved per applicable codes. ❑ Corrections required prior to approval.
COMMENTS:
j C'o�-erAM L. c�(
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector: `/� S �- Date: /0 _ 7.—/ 5 Hrs.: r
$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 6/11/10 T.F.D. Form F.P. 113
INSPECTION RECORD IS-- 5 -
Retain a copy with permit I) /S`
INSPECTION NUMBER PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project: I 1
J
Type of Inspection:
SIO (60 -ef
Address: ��� ��-
Contact Person:
Suite #:
Special Instructions:
Phone No.:
1-1 Approved per applicable codes. Corrections required prior to approval.
J �
COMMENTS:
l ,
Al ee e r_ Arj,PG 1
i
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire: .
Permits:
OccupancyT e:
Inspector: �% „ �� Date:/�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
City of Tukwila
Jim Haggerton, Mayor
Department of Community Development Jack Pace, Director
August 14, 2015
REBECCA DAVIDSON
2835 82ND AVE SE, STE 300
MERCER ISLAND, WA 98040
RE: Correction Letter # 1
DEVELOPMENT Permit Application Number D15-0194
SILA SOLUTIONS - 6840 FORT DENT WAY
Dear REBECCA DAVIDSON,
This letter is to inform you of corrections that must be addressed before your development permit can be approved. All
correction requests from each department must be addressed at the same time and reflected on your drawings. I have
enclosed comments from the following departments:
BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments.
• (GENERAL NOTE)
PLAN SUBMITTALS: (Min. size I Ix17 to maximum size of 24x36; all sheets shall be the same size. New revised
plan sheets shall be the same size sheets as those previously submitted.)
(If applicable) All Structural Drawings and structural calculations sheets to be stamped (original signed wet stamp,
not copied) by Washington State licensed architect, structural engineer or civil engineer.
(BUILDING REVIEW NOTES)
1. The door in hallway 304 is part of the required means of egress and shown as swinging the wrong way. Show the
door reversed to swing in the direction of egress travel and positioned to meet ADA maneuvering clearance. (IBC
1008.1.2 & 2009 ANSI 404.2.3.2)
2. Show designated paths of egress travel to the exits. Those egress pathways shall be inspected to meet the 1 foot
candle requirement at the floor level. Egress illumination shall extend outside the exit doors. (IBC 1006)
Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other
documentation. The City requires that four (4) sets of revised plan pages, specifications and/or other documentation be
resubmitted with the appropriate revision block.
In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have
enclosed one for your convenience. Corrections/revisions must be made in person and will not be accented through the mail
or by a messenger service.
If you have any questions, I can be reached at 206-433-7165.
Sincerely,
Rachelle Ripley
Permit Technician
File No. D15-0194
6300 Southcenter Boulevard Suite #100 9 Tukwila Washington 98188 • Phone 206-431-3670 9 Fax 206-431-3665
PERMIT COORD COPY
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D15-0194 DATE: 08/24/15
PROJECT NAME: SILA SOLUTIONS
SITE ADDRESS: 4501 S 134TH PL
Original Plan Submittal
X Response to Correction Letter # I
DEPARTMENTS:
Building Division
Revision #,
Revision #
before Permit Issued
after Permit Issued
Fire Prevention ❑ Planning Division ❑
Public Works ❑ Structural ❑ Permit Coordinator ❑
PRELIMINARY REVIEW: DATE: 08/25/15
Not Applicable ❑ Structural Review Required ❑
(no approval review required)
REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS:
Approved ❑
Corrections Required ❑
(corrections entered in Reviews)
Notation:
REVIEWER'S INITIALS:
DATE:
DUE DATE: 09/21/15
Approved with Conditions
Denied ❑
(ie: Zoning Issues)
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
12119/2013
?ERMIT COORD COPY
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D15-0194 DATE: 08/03/15
PROJECT NAME: SILA SOLUTIONS
SITE ADDRESS: 6840 FORT DENT WAY
X Original Plan Submittal
Response to Correction Letter #
DEPARTMENTS:
C6* ki t�+
Building Division NW
w % �
Public Works IN
PRELIMINARY REVIEW:
Not Applicable ❑
(no approval review required)
REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS:
Approved ❑
Corrections Required ❑
(corrections entered in Reviews)
Notation:
REVIEWER'S INITIALS:
Revision # before Permit Issued
Revision # after Permit Issued
W hwU ii�
Fire Prevention NQ
Structural ❑
t* a- edI+
Planning Division
Permit Coordinator ❑
DATE: 08/04/15
Structural Review Required ❑
DATE:
DUE DATE: 09/01/15
Approved with Conditions ❑
Denied ❑
(ie: Zoning Issues)
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg t� Fire ❑ Ping ❑ PW ❑ Staff Initials:
12/18/2013
d
City 0i f Tukwila
Department of Community Devel
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Web site: htp://www.TukwilaWA.gov
REVISION
SUBMITTAL
Revision submittals must be submitted in person at the Permit Center.
Revisions will not be accepted through the mail, fax, etc.
Date: O�& "Z0 • "15 Plan Check/Permit Number: D 15-0194
❑ Response to Incomplete Letter #
® Response to Correction Letter # 1
❑ Revision # after Permit is Issued
❑ Revision requested by a City Building Inspector or Plans Examiner
Project Name: SILA SOLUTIONS
Project Address: 6840 FORT DENT WAY
Contact Person: R-2%4-C4.0I Dayic(-', Phone Number: (W(g) Z(o`T - Z% (99
Summary of Revision:
° Iicyn 4 I - P)eaye-sew. �,t-,uIi-hon axi ) a Kz,( 6pos ryc4&n plan z
c7rl G hg-L-TI - Z . fxi s-fi' i ri k a -I w '504 is 1� r2.rn,ev'
ctJ is viv l onszar i n f4r�.e,Yr, e,�i-)-�_ rt'I.ea,v�� c-' 2et Mess .
• Plkxa 11- 4. Cx 1 (41 `r -% r a dvf ed
2 0.��o Q. GtaQeQiY i ior� Cat tt�
L10 � ft
i 41 +&Q Aor, 01 a so,2�
a,l i u,i .e C&,WLiSi i 1 Ktrrnl::,
Sheet Number(s): 1 ` 1 "1-'L + 'T-j
"Cloud" or highlight all areas of revision including 4ate f revision
Received at the City of Tukwila Permit Center by:
fiplvw
❑ Entered in TRAKiT on
RECENED
t1W OF TUUKW11A
AUS 2 4' 20151
W:Wcrmh CenterlTcmplatesVormsXRcvision Submittal Nrm.doc
Revised: March 2014
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ACT ACOUSTICAL CEILING TILE MAX MAXIMUM
ADJ ADJACENT / ADJUSTABLE MECH MECHANICAL FORT DENT 11 BUILDING AREA OF WORK SCOPE OF WORK
AFF ABOVE FINISH FLOOR MFR MANUFACTURER
ALT ALTERNATE MIN MINIMUM (2,3554 SF
ALUM ALUMINUM MISC MISCELLANEOUS EXISTING 3-STORY OFFICE BUILDING ` / TENANT IMPROVEMENT EXPANSION OF AN EXISTING OCCUPIED OFFICE SUITE ON THE NORTH SIDE OF THE THIRD
APPROX APPROXIMATELY MTD MOUNTED FLOOR FOR OFFICE USE TO INCLUDE:
@ AT MTL METAL FORT DENT 11
• DEMOLITION OF CASEWORK AND PARTITIONS
BBLDG LKG BLOCKING MICROWAVE/ NEW OVEN OCCUPANT LOAD: • CONSTRUCTION OF PARTITIONS AND DOORS
NNORTH
• CONSTRUCTION OF CASEWORK
B/S BUILDING STANDARD NIA NOT APPLICABLE PER IBC TABLE 1004.1.2: • NEW PAINT AND FLOORING THROUGHOUT EXPANSION AREA
CAB CABINET NIC NOT IN CONTRACT a s c n E F G H i K
CLR CLEAR/CLEARANCE No NUMBER Q Q Q Q y Q Q9 RELOCATION AND INSTALLATION OF NEW AND EXISTING LIGHT FIXTURES
' 100 SF PER OCCUPANT FOR "B" (OFFICE). • NO STRUCTURALWORK
CLG CEILING NOM NOMINAL ( )
CL CENTERLINE NTS NOT TO SCALE OFFICE=10,162 SF @ 1:100 =102 OCCUPANTS
• NO ALTERATIONS OF CORE. COL COLUMN OC ON CENTER 6840 FORT DENT WAY i I _ I. _ I I I I I I
COMM COMMUNICATION OPNG OPENING 0----- 257 TOTAL OCCUPANTS AREA OF WORK: 2,354 SQ. FT. TU K WI LA, WA 9 8188
COMP COMPOSITION OPP OPPOSITE 550 SF
CONST CONSTRUCTION ORIG ORIGINAL 1:15 = 37 OCCUPANTS NUMBER OF REQUIRED EXITS PER IBC 1015.1. AREA OF FULL SUITE: 12,482 SQFT.
CONT CONTINUOUS PERM PERMANENT :''
CPT CARPET PL PLATE - _ _ _ 2 EXIT(S) REQUIRED, 4 EXIT(S) PROVIDED
CT CERAMIC/CONCRETE TILE PLAM PLASTIC LAMINATE 6 , 630 SF AREA OF FLOOR: t 20,000 SQ. FT.
DIA DIAMETER PLYWD PLYWOOD �� ' j i ,/ _ 1:15 =
DIM DIMENSION PR PAIR i' / / ` / / , NIC OCCUPANCY TYPE: B, OFFICE `
42 OCCU
DR DOOR PTN PARTITION ;� / / I . ± 6O, ' PANTS ;
DW DISHWASHER R RADIUS / REMOVE / RELOCATE
POINT WHERE 2 PATHS TO SEPARATE EXITS CONSTRUCTION TYPE. V-B, FULL SPRINKLERED
' Y
DWG DRAWING RB RUBBER BASE o cK �/ / �� ' �',�
E EXISTING I EAST REF REFRIGERATOR---- - / �� , Ei�: a ARE AVAILABLE.
EA EACH REFL'D REFLECTED ,�, ,:, � �:� .; APPLICABLE CODES: EXIT �, / ::. ; :'.
/ 2012 INTERNATIONAL BUILDING CODE (IBC)
ELEC ELECTRIC REINF REINFORCING
� /
RE D REQUIRED / � � � � ..� > ' '� � �� � �. �-�: �` �. ���. � , ;.;. �' .�.� 2012 INTERNATIONAL FIRE CODE (IFC)
ELEC L ELECTRICAL Q Q
REV REVISION REVERSE
. LOBBY . .:.... ... ,._ `
,. _...
2012 INTERNATIONAL MECHANICAL CODE IM CELEVATION (VIEW) COMMON PATH OF EGRESS
EXIST EXISTING RM ROOM
ICCIANSI 117.1-.ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES
RO ROUGH OPENING'` EXT EXTERIOR � �. : � .
Q
.. � � � ���.� ':- � _ . �, � �;: .� :: -. �. �, .. � ` '' �. ..-_ 2012 WASHINGTON STATE ENERGY CODE SEC
FIN FINISH s SOUTH / ��� �� N:I C TRAVEL (AT EXPANSION AREA): (WSEC)
/� EXIT 2012 INTERNATIONAL FUEL AND GAS CODE (IFGC)
FLR FLOOR SCHED SCHEDULE 4 - _ / / �E _ - MAXIMUM LENGTH ALLOWED IS 100' PER IBC
FLUOR FLUORESCENT SC SOLID CORE 2012 UNIFORM PLUMBING CODE (UPC)
FMC FLOOR MATERIAL CHANGE SECT SECTION ,/ �. // / j / / TABLE 1014.3. 2014 NATIONAL ELECTRICAL CODE (NEC)
FR FIRE RATED SIM SIMILAR �SILA�SOLUTIO S � / i / �/ WASHINGTON INDOOR AIR QUALITY CODE
FT FEET SPEC SPECIFICATION LONGEST COMMON PATH OF EGRESS TRAVEL =
FURN FURNISH / FURNISHINGS SQ SQUARE ' E� SjTI N' ' (/T'}= / i / / �/ ' / / / / N� i,
, �� / �4, ' �/ ������ t 60 FT.
GA GAUGE STD STANDARD
/ � � � � " / � EXIT � ASSESSORS PARCEL #: 295490=0425
��,++ / /
GALV GALVANIZED STL STEEL TQ'EMN Q�/r�7 ���� ��
GD GARBAGE DISPOSAL STOR STORAGE---- DECK
/
LEGAL DESCRIPTION
GL GLASS / GLAZING SUSP SUSPENDED
/ r / LOT 1 OF SHORT PLAT NO 79-7-55 ACCORDING TO SHORT PLAT SURVEY RECORDED UNDER KING COUNTY
GWB GYPSUM WALL BOARD TEL TELEPHONE / / / / �� �� TRAVEL DISTANCE,
HC HOLLOW CORE TSG TEMPERED SAFETY GLASS / / �/ / / , RECORDING NO 7908210370. TOGETHER WITH THE FOLLOWING DESCRIBED PORTION OF LOT 2 OF SAID SHORT PLAT,
;!� 2 ' ,���� MAXIMUM LENGTH ALLOWED IS 300 PER SBC
HDW HARDWARE TYP TYPICAL / / 48, / / , / / BEGINNING AT THE MOST WESTERLY CORNER OF LOT 1 OF SHORT PLAT NO 79-7-55 ACCORDING TO SHORT PLAT SURVEY
---- / /.' i / /� //� /� TABLE 1016.2. " " ,
HM HOLLOW METAL UNO UNLESS NOTED OTHERWISE 2 // X STI , , / RECORDED UNDER KING COUNTY RECORDING NO 7908210370, THENCE NORTH 63 3549 EAST 237.32 TO THE MOST
HT HEIGHT VCT VINYL COMPOSITION TILE / NC' ^/3/i / / " ,
/ /F� ATiT 1'51 / / NORTHERLY CORNER OF SAID LOT 1, THENCE SOUTH 26 2411 EAST 227.32 TO CORNER BETWEEN LOTS 1 AND 2, THENCE
HVAC HEATING, VENTILATING, VERT VERTICAL / 1, �N S / ' j / NORTH 63035'49" EAST ALONG THE SOUTHEASTERLY LINE OF SAID LOT 2, 252.25', THENCE NORTH 36"24'11" WEST 77.65',
AIR CONDITIONING W WEST / %( 'Q,CC�PANTS' / /� � " " " " ,
/ / ��� / / / /j / THENCE NORTH 56 1511 WEST 234.09 , THENCE NORTH 31 1243 WEST 82.39 TO AN INTERSECTION WITH THE
IN INCH W/ WITH N 0 CHANGE I N BUILDING AREA / / i i / EXISTING ELEVATOR LOBBY AND CORRIDOR - NORTHWESTERLY LINE OF SAID LOT 2 E SOUTH 58"4 ' EST ALONG SAID NORTHWESTERLY LINE 102.77'
INCL INCLUDE W/O WITHOUT _ _ //j / �/ T , THENCE 717 W ,
INSUL INSULATION WC WALLCOVERING N 0 CORE / SHELL WORK ' ' ' ' ' / / / NIC.' TYP. THENCE SOUTH 55"39'53" WEST A. )NG SAID LINE 63.16', THENCE SOUTH 48039'58" WEST ALONG SAID LINE 55.63', THENCE
INT INTERIOR WD WOOD CORE (SHADED AREA) - N.I.C., TYP. SOUTH 39021'15" WEST ALONG SAID LINE 88.24', THENCE SOUTH 30"04'58" WEST 85.21' TO THE MOST WESTERLY CORNER
JT JOINT NO STRUCTURAL WORK OF SAID LOT 2, THENCE SOUTH 37''3540" EAST 20.92' TO THE POINT OF BEGINNING.
LL@TE BY LANDLORD AT TENANT'S NO EXTERIOR WORK
EXPENSE
LF LINEAL FOOT NO CHANGE IN USE
NORTH
1 ABBREVIATIONS NA 2 THIRD FLOOR KEY PLAN, EXITING AND OCCUPANCY LOAD CALCULATION NTS
PROJECT DIRECTORY
4'-0" WIDE ACOUSTIC BATT
INSULATION CENTERED OVER
PARTITION ABOVE HUNG CEILING. FORT
TENANT
PARK
SEISMIC BRACING (BEYOND) SEISMIC BRACING (BEYOND) i SILA SOLUTIONS
�j PER 8ITI-1. PER 0I-1.
1/4"NON-COMBUSTABLE 1l4"NON-COMBUSTABLE i 2 ` TENANT REPRESENTATIVE BUILDING REPRESENTATIVE
WOOD FILLER UNDER MAIN / WOOD FILLER UNDER MAIN
FORT DENT II R` SILA SG JOHN C. RADOVICH DEVELOPMENT CO.
1/8" BLACK FOAM TAPE, HOLD 1/8" BLACK FOAM TAPE, HOLD cn
RUNNERS. i j " RUNNERS. ' ' BACK 1/4" FROM EDGE OF TRACK � 6840 FORT , 1 3033 WILSON BLVD 2835 82ND AVENUE SE, SUITE 300
EXTEND STUDS TO BACK 1/4 FROM EDGE OF TRACK � J
STRUCTURE ABOVE AT < i (BOTH SIDES) (BOTH SIDES) N DENT WAY i• R ARLINGTON, VA 22209 MERCER ISLAND, WA 98040
4-0" O.C. OR PROVIDE y EXISTING OFFICE ��NR��E
BRACING PER DETAIL CEILING @ + 9'1. < k < < t < <x t/ CEILING @ + 9'-0" A.F.F. i m BUILDING CONTACT: ROHIT KISHORE CONTACT: REBECCA DAVIDSON
4/Ti-1. (WHERE INDICATED ON �_ METAL TRACK WITH (2) #10 (WHERE INDICATED ON �(_ METAL TRACK WITH (2) #10 `r TELEPHONE: (703) 637-8801 TELEPHONE: (206) 267-2669 >'
REFLECTED CEILING PLAN). SCREWS AT 16" O.C. REFLECTED CEILING PLAN). SCREWS AT 16" O.C. i EMAIL: RKISHORE@SILSG.COM EMAIL: REBECCADAVIDSON@JCRDEVCO.COM
- So�Ty�FNT
CONTINUOUS'L' METAL REVEAL (PAINT BLACK) OR CONTINUOUS'L' METAL REVEAL (PAINT BLACK) OR FRe< JIo g DESIGNER CONTRACTOR
TRIM W/ PAPER WING (BOTH MATCH EXISTING CONDITION. TRIM W/ PAPER WING (BOTH MATCH EXISTING CONDITION. y MARVIN STEIN ASSOCIATES, LLC DP INCORPORATED
SIDES OF PARTITION) (BOTH SIDES OF PARTITION) SIDES OF PARTITION) (BOTH SIDES OF PARTITION)
I, , S�P�E45 1500 WESTLAKE AVE. N, SUITE ONE 19936 BALLINGER WAY NE S
l " ACOUSTIC BATT INSULATION. ill �NSER = SEATTLE, WASHINGTON 98109 SEATTLE, WA 98155
ACOUSTICAL CLG.
ilt CONTACT: JENNI KENISTON CONTACT: RYAN DROM
IN AREAS OTHER ` ��• TELEPHONE: (206) 441-1449 TELEPHONE: (206) 255-6733 1500 WESTLAKE AVE N, SUITE ONE, SEATTLE WA, 98109 (206) 441-1449
THAN CORRIDORS '.` 5/8" FIRE RETARDANT TREATED I' ' ' 5/8" FIRE RETARDANT TREATED
l; ;: EMAIL: J.KENISTON@marvinstein.com EMAIL: RYAN@DPINC.NET
OR AS NOTED PLYWOOD BLOCKING AT WALL PLYWOOD BLOCKING AT WALL
EXISTING CORRIDOR HUNG ITEMS (WHERE i':; HUNG ITEMS (WHERE NORTH
! I CEILING APPLICABLE- REFER TO APPLICABLE- REFER TO
DRAWING PLANS). DRAWING PLANS). RLE COPY
ALTERNATE FOR BLOCKING: ALTERNATE FOR BLOCKING: MAP
DRAWN BY: JK
20" WIDE SHEET METAL AT +40" 20" WIDE SHEET METAL AT +40" 3 VICINITY 1 V IAP NITS
GALV. STEEL SILL TRACK. GALV
a 1. f
FROM FLOOR TO BOTTOM (IN . STEEL SILL TRACK. FROM FLOOR TO BOTTOM (INPermito•
ATTACH TO STRUCTURE WITH ATTACH TO STRUCTURE WITH
LIEU OF WOOD BLOCKING) LIEU OF WOOD BLOCKING) CHECKED BY: SN
HILTI LE (OR XU15) UNIVERSAL HILTI X-U (OR XU15) UNIVERSAL FORT DENT ARK FORT DENT I I Plan review approval to su Ot to eff= and om3 ACOUSTIC BATT KNURLED SHANK POWER DRIVEN KNURLED SHANK POWER DRIVE
FASTENER WITH MIN. 1" " , , FASTENER WITH MIN. ^ , , �`-"�� 6840 FORT Approval of construction dotes does not authorize
EMBEDMENT @ 16" O.C. 5/8 GWB, TYPE X EACH SIDE EMBEDMENT @ 16" O.C. 5/8 GWB, TYPE X EACH SIDE G��� JOB NO.: 00153.150
�� DENT WAY Y adopted Receipt
5/8" TYPE'X' GWB BOTH SIDES OF (FOLLOW MANUFACTURERS (FOLLOW MANUFACTURER'S
8 VIQIatFt)ri of an ado ed t; or
2-1/2" METAL STUDS (UL DESIGN INSTRUCTIONS). BASE, AS SCHEDULED. INSTRUCTIONS). BASE, AS SCHEDULED. /" `EXISTING OFFICE of approved Fi
wd
#465) (BOTH SIDES OF PARTITION.) (BOTH SIDES OF PARTITION.) NO. REVISIONS INDICATED THUS DATE BY
FLOORING AS SCHEDULED FLOORING AS SCHEDULED \`l� \BUILDING
PERMIT SET ISSUED 07 30 15 JK
(BOTH SIDES OF PARTITION) EXISTING STRUCTURE (BELOW) (BOTH SIDES OF PARTITION) EXISTING STRUCTURE (BELOW) \\� Date - 0 CITY REQUESTED PERMIT REVISIONS 08 20 15 JK
,� . City Of Tukwila 7 � ,, b`� .. f PeRMIT
BUILDING DIVISION
TENANT SIDE CORRIDOR SIDE \
POOR
GUNDAKER'S INTERURBAN ADD.
STUD SCHEDULE STUD SCHEDULE
STUD SCHEDULE: STUD SCHEDULE:, 252 \mbhV
2-1/2" = 250S125-27 (22 GA); MAX GALV STEEL STUD, PER STUD 2-1/2" = 25OS125-27 (22 GA); MAX GALV STEEL STUD, PER STUD ' �
10'-0"HIGH. SCHEDULE, WITH 5/8" TYPE'X' 10'-0"HIGH. SCHEDULE, WITH 5/8" TYPE W \
3-5/8" = 362S125-27 (22 GA); MAX GWB EACH SIDE. 3-5/8" = 362S125-27 (22 GA); MAX GWB EACH SIDE. �' ;e
13'-0"HIGH. I 13'-0" HIGH. J REVISK)NS !Ali
6" = 600S125-27 (22 GA); MAX 6" = 600S125-27 (22 GA); MAX / 13 9 ^ No changes shall be made to the scope
IT-6" HIGH. 17'-6"HIGH. � . �'" � �
of vvfork without prior approval of
NOTES: NOTES: TuIC!"dit3 Building Division.
1. ALL STUDS ARE AT 16" O.C. i 1. ALL STUDS ARE AT 16" O.C. ; _� / '' / / GREENR\�� NOTI Revisions %"All require a new plan suhrrrittal
2. USE SAME GAUGE AS STUDS 2. USE SAME GAUGE AS STUDS
FOR TRACKS AND CHANNEL. j FOR TRACKS AND CHANNEL. /� ,�� , /j - r. ,h and may ink:ude additional plan review fees.
/ I:4
3. USE SSMA TECHNICAL GUIDES. 3. USE SSMA TECHNICAL GUIDES. %' y a/ YI
NORTH
4 BUILDING STD. CORRIDOR PARTITION 1-1/2"=1'-0" 5 STANDARD TENANT PARTITION 1-1/2"=1'-0" 6 STANDARD TENANT SOUND PARTITION 1-1/2"=V-0"
7 SITE PLAN NTS
1. MECHANICAL, FIRE PROTECTION AND LIFE SAFETY ALTERATIONS AND CONSTRUCTION ARE BY OTHERS, UNDER SEPARATE TENANT:
EXISTING 1. COMPLY WITH ALL APPLICABLE CODES. PERMITS BY DESIGN BUILD CONTRACTORS - DEFERRED SUBMITTALS.
STRUCTURE + + + + REV"
2. THE GENERAL CONTRACTOR SHALL VISIT THE JOB SITE AND VERIFY THE FIELD CONDITIONS PRIOR TO 2. REBALANCE THE HVAC SYSTEM AND PROVIDE WRITTEN REPORT TO OWNER AND/OR MSA. V1iEDFOR SILA SOLUTIONS
METAL CLIP + + + + PURCHASING MATERIALS OR COMMENCING THE WORK. CODE COMPLIANCE
3. CLEAN ALL DIFFUSERS & GRILLS. APPROVED
3. REPORT ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND DRAWINGS TO MSA BEFORE
METAL STUDS STAGGERED @ 8'1 �`. " PROCEEDING WITH THE WORK. 4. VERIFY LOCATION OF THERMOSTATS WITH OWNER AND TENANT PRIOR TO FINAL INSTALLATION. AUG 3 12015
EXPANSION
O.C. FOR ALL UNBRACED STRAIGHT 2112 X 25 GA. STL. STUDS
RUNS OF WALL OVER 12'-0". ATTACH 5/8" GWB, TYPE W, TYP. 4. VERIFY THE BUILDING STANDARDS (B/S) BEFORE PROCEEDING WITH THE WORK. 5. ALL CONSTRUCTION WORK IS CONFINED TO THE BUILDING INTERIOR. CONTRACTOR SHALL PROVIDE BARRIERS OR SYSTEMS '
TO STRUCTURE ABOVE. TO CONTAIN DUST, DIRT OR DEBRIS TO MINIMIZE INCONVENIENCE TO OTHER TENANTS WITHIN THE BUILDING.
(2) #10 SCREWS
STEEL TUBE BRACING - 5. OBTAIN ALL REQUIRED PERMITS AND APPROVALS BEFORE PROCEEDING WITH THE WORK. i j C► of TUkwila (THIRD F L00 R)
�`
SEE ISOMETRIC BELOW 6. CONSTRUCTION OPERATIONS SHALL NOT OBSTRUCT HALLWAYS, CORRIDORS, STAIRWAYS OR MEANS OF EGRESS FOR THE SHEET INDEX BUILDING DIVISION
6. WALLS, PARTITIONS AND CEILINGS SHALL BE INDEPENDENTLY BRACED TO RESIST SEISMIC FORCES. TENANTS OF THE BUILDING.
R�Ci=i'./ED
I k PLAN 7. PROVIDE BLOCKING AT ALL WALL MOUNTED ITEMS. 7. DO NOT DISRUPT HVAC, PLUMBING, ELECTRICAL OR FIRE PROTECTION SYSTEMS WITHOUT PRIOR AUTHORIZATION FROM i CORREC
•-
SCHEDULED CEILING TILE & GRID k OWNER. TI-1 COVER SHEET AND DETAILS SHEET TITLE:
-1 L 8. ALIGN AND SHIM TRANSITIONS BETWEEN OLD AND NEW CONDITIONS. 8. THE CONSTRUCTION SITE SHALL BE LEFT CLEAN & ORDERLY AT THE END OF EACH WORKDAY.
LTA I AUG 2 4 2015
9. LEVEL THE FLOOR. DEVIATIONS OF t 1/2" WITHIN 10'1 IS THE ACCEPTABLE LIMIT. TI-2 DEMOLITION PLAN AND CONSTRUCTION PLAN PERMIT CENTER
9. No ONE WILL OCCUPY THE AREA OF WORK OTHER THAN AUTHORIZED CONSTRUCTION PERSONNEL.
9" X 31/2" X 21/4" X 3/16"
8' MAX 8' MAX 8' MAX 8' MAX 8' MAX 8' MAX 2' MAX NOTES: METAL'L' EACH SIDE SECURED 10. GENERAL CONTRACTOR REVIEW AND STAMP OR MARK REQUIRED SUBMITTALS AND SHOP DRAWINGS PRIOR TI-3 REFLECTED CEILING PLAN AND ELECJCOMMUNICATION PLAN
1. LATERAL BRACING IS TO BE INSTALLED ON 10. THE GENERAL CONTRACTOR SHALL PROVIDE TEMPORARY CONSTRUCTION BARRIERS TO INHIBIT ACCESS BY COVER SHEET AND DETAILS
WALL END TO STEEL TUBE &ANCHORED TO SENDING COPIES TO MSA FOR REVIEW AND COMMENT.
TO
TO TENANT PARTITIONS AT 8 FEET O.C. EXCEPT AT x TO FLOOR AS REQUIRED NON -AUTHORIZED PERSONNEL & AS REQUIRED BY O.S.H.A. STANDARDS TO PREVENT INJURIES OR ACCIDENTS.
z I INTERSECTIONS WITH WALLS AT LEAST 4 FEET (8'1 O.C. MAX.) 11. THE BUILDING OWNER OR THE OWNER'S AUTHORIZED REPRESENTATIVE SHALL ESTABLISH WORKING TIME
LONG. (PER TYPICAL PARTITION PLAN) AND STANDARDS OF CONDUCT. 11. N.F.P.A. / I.F.C. APPROVED FIRE EXTINGUISHERS SHALL BE LOCATED WITHIN 75 FEET FROM ANY POINT ALONG THE PATH OF
FOMIT BRACING AT WALL-):�t
NOTE: TENANT EGRESS OR AS REQUIRED BY THE LOCAL FIRE MARSHAL.
LATERAL BRACING (STAGGERED) PER 2. PROVIDE BRACING AT ANY PERMANENT k 3�i29 STEEL TUBE SUPPORT TO BE 12. DO NOT SCALE DRAWINGS. 12. THE SPACE AROUND PIPES DUCTS ETC. PENETRATING FIRE RESISTANT CONSTRUCTION SHALL NOT EXCEED /2 & SHALL BE
DETAIL ABOVE (TYP.) TOP OF WALL PARTITION THAT IS NOT ATTACHED TO CEILING ' ^
x MAX. HEIGHT FOR PARTITION PACKED SOLID WITH APPROVED FIRE SAFING MATERIAL & SEALED WITH METAL ESCUTCHEONS EACH SIDE AS REQUIRED BY
LATERAL WALL BRACING PLAN VIEW GRID. x x 13. THE GENERAL CONTRACTOR SHALL COORDINATE THE ACTIVITIES OF ALL SUBCONTRACTORS, DELIVERY, AND
NTS x THE STAGING OF MATERIALS. CODE.
ISOMETRIC 13. MAINTAIN INTEGRITY OF RATED ASSEMBLIES AND REPAIR ANY DAMAGE TO SPRAY APPLIED FIRE PROOFING. L TI OR PUBLICATION OF THIS
VIII T SED PERMISSION BY MSA, IS A TI-1
8 STANDARD PARTITION HEAD BRACING NTS g PARTIAL HEIGHT PARTITION NTS 10 GENERAL NOTES 11 MECH., PLUMBING, FIRE AND SAFETY NOTES o COPYRIGHT LAW. COPYRIGHT BY OF 4
A2
I
DDEMOLITION PLAN
1/811 =1'-011
DEMOLITION LEGEND
EXISTING BUILDING CORE TO REMAIN.
� EXISTING DEMISING PARTITION.
EXISTING CONSTRUCTION TO REMAIN.
EXISTING CONSTRUCTION TO BE DEMOLISHED.
DEMOLITION KEYNOTES
OREMOVE ANY REMAINING SERVER EQUIPMENT FROM THIS ROOM.
2O SEE CONSTRUCTION PLAN 2/TI-2 FOR NEW SINK LOCATION.
DEMOLITION NOTES
1. SALVAGE ALL EXISTING REMOVED DOORS AND RELITES TO BE
REUSED / RELOCATED, IF POSSIBLE.
2. A CLEAR PATH OF EGRESS TRAVEL SHALL REMAIN OPEN AT ALL
TIMES DURING DEMOLITION.
3. DISRUPTION OF THE BUILDING FIRE ALARM, ELECTRICAL POWER,
WATER, OR LIFE SAFETY SYSTEMS MUST BE COORDINATED WITH
ALL GOVERNING AGENCIES AND THE BUILDING MANAGEMENT.
4. ALL DEBRIS SHALL BE REMOVED FROM THE CONSTRUCTION SITE
DAILY.
5. ALL DEMOLITION SHALL BE PERFORMED IN ACCORDANCE WITH THE
BUILDING MANAGEMENTS RULES AND REGULATIONS WITH MINIMAL
DISTURBANCE TO OTHER TENANTS.
6. THE CONTRACTOR SHALL PROVIDE DUST BARRIERS FOR
PROTECTION OF EXISTING ADJACENT AREAS. ALL HVAC SYSTEMS
ARE TO BE PROTECTED DURING DEMOLITION.
7. THE CONTRACTOR SHALL NOTIFY THE OWNER AND MSA OF ANY
DEMOLITION WORK THAT IMPACTS THE STRUCTURAL INTEGRITY OF
THE BUILDING.
8. THE GENERAL CONTRACTOR SHALL IMMEDIATELY REPORT ALL
ACCIDENTS, ERRORS OR DEFECTS TO THE BUILDING MANAGEMENT.
CONFERENCE CONFERENCE
DCONSTRUCTION PLAN
1 /8" = 1'-011
0 5' 10' 20' 30'
CONSTRUCTION LEGEND
EXISTING BUILDING CORE.
EXISTING CORRIDOR PARTITION.
NEW B/S CORRIDOR PARTITION. SEE DETAIL 4/TI-1.
EXISTING DEMISING PARTITION. 1
NEW FULL G T SOUND PARTITION. SEE DETAIL 9/TI-4.
N B/S TENANT INTERIOR PARTITION. SEED 15ffl-1.
31EC03X=
NEW B/S SOUND PARTITION. SEE DETAIL 0I-1.
NEW OR RELOCATED B/S TEMPERED SAFETY GLASS RELITE TO
MATCH STANDARD USED THROUGHOUT TENANT EXISTING SUITE.
-o CWL
NEW COLD WATER LINE.
ALIGN.
CONSTRUCTION KEYNOTES
1O NEW SINK TO BE LOCATED NEAR APPROXIMATE LOCATION OF
EXISTING PLUMBING.
2O NEW COLD WATER LINE TO BE LOCATED ABOVE COUNTER FOR
TENANT PROVIDED COFFEE MAKER. COORDINATE
REQUIREMENTS.
OPROVIDE AND INSTALL NEW DISHWASHER, NEW GARBAGE
DISPOSAL AND NEW INSTA-HOT FAUCET AT NEW SINK
LOCATION. PROVIDE SPECIFICATIONS TO LANDLORD FOR
APPROVAL.
4O COORDINATE INSTALLATION OF TENANT PROVIDED
UNDER -COUNTER REFRIGERATORS.
5O EXISTING DEMISING PARTITION OR EXISTING BUILDING TOILET
ROOM WALLS AT THESE LOCATIONS ARE TO BE UPGRADING BY
ADDING A FULL HEIGHT SOUND PARTITION ALONG SIDE. SEE
DETAIL 9/TI-4. CONTRACTOR TO PROVIDE AND INSTALL LAYER
OF QUIETROCK GYPSUM (PABCO - ULTIMATE ES) ON THE
OUPGRADE EXISTING PARTITION TO B/S SOUND PARTITION IF
NEEDED. SEE DETAIL 6/TI-1.
OPROVIDE AND INSTALL BLOCK IN PARTITION AS REQUIRED TO
SUPPORT TENANT PROVIDED FLAT SCREEN. COORDINATE WITH
TENANT.
CONSTRUCTION NOTES
1. MAINTAIN A CLEAR PATH OF TRAVEL AT ALL TIMES DURING
CONSTRUCTION.
2. DISRUPTION OF THE BUILDING FIRE ALARM, ELECTRICAL POWER,
WATER, OR LIFE SAFETY SYSTEMS MUST BE COORDINATED WITH
ALL GOVERNING AGENCIES & THE BUILDING OWNER / MANAGEMENT
AND TENANT.
3. INSTALL DOUBLE STUDS AT DOOR JAMBS AND HEADERS.
4. PROVIDE FIBER GLASS REINFORCED WATER RESISTANT GYPSUM
BOARD IN AREAS SUSCEPTIBLE TO MOISTURE.
5. DIMENSIONS ARE FINISH SURFACE TO FINISH SURFACE, U.N.O.
6. REPORT ANY DISCREPANCIES BETWEEN THE DRAWINGS AND
ACTUAL FIELD CONDITIONS TO MSA.
7. ALL EXISTING WINDOW COVERINGS TO BE CLEANED AND IN GOOD
WORKING ORDER.
DOOR SCHEDULE
,- DOOR NUMBER
V II ILI \YYIVL
NOTED
TYPE OF DOOR
A. NEW OR RELOCATED B/S T-0" WIDE X 8'4" HIGH X 1-3/4" THICK SC
WOOD DOOR IN B/S WOOD FRAME TO MATCH DOORS THROUGHOUT
TENANT'S EXISTING SUITE.
i
HARDWARE
a. B/S LATGHSET.
b. B/S ENTRY LOCKSET WITH CARD READER.
E 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.
h
REVIEWED FOR
'CODE COMPLIANCE
r APPROVED
AUG 3 1 2015
r�
City of Tukwila
BUILDING DIVISION
FORT DENT II
6840 FORT DENT WAY
TUKWILA, WA 98188
DRAWN BY: JK 1
CHECKED BY. SN 1
I JOB NO.: 00153.150
NO. REVISIONS INDICATED THUS 0 DATE BY
PERMIT SET ISSUED 07 30 15 JK
0 CITY REQUESTED PERMIT REVISIONS 08/20/15 JK
TENANT:
SILA SOLUTIONS
EXPANSION
(THIRD FLOOR)
CITY OF TUKIWIL A
SHEET TITLE:
PERMIT CENTER
DEMOLITION PLAN
�, ,
CONSTRUCTION PLAN
REPRODUCTION, ALTERATION OR PUBLICATION OF THIS
DRAWING, WITHOUT EXPRESSED PERMISSION BY MSA, IS A
VIOLATION OF FEDERAL COPYRIGHT LAW. COPYRIGHT BY
MSA 2015.
TI-2
OF 4
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REFLECTED CEILING PLAN
CEILING LEGEND CEILING NOTES
EXISTING CEILING GRID AND TILES TO REMAIN.
®EXISTING CEILING GRID AND TILES TO BE REMOVED AT THIS LOCATION. NEW
GWB CEILING INSTALLED TO MATCH EXISTING CORRIDOR GWB CEILING.
ElEXISTING 2'X2' AND 2'X4' RECESSED FLUORESCENT LIGHT FIXTURES TO
I
REFLECTED CEILING KEYNOTES
REMAIN.
El
2'X2' AND 2'X4' RECESSED FLUORESCENT LIGHT FIXTURES TO BE
UPGRADED
UPGRADED FOR EMERGENCY LIGHTING. LAYOUT SHOWN IS CONCEPTUAL
ONLY.
I
EXISTING 2'X2' AND 2'X4' RECESSED FLUORESCENT LIGHT FIXTURES TO BE
L_J L---- J
REMOVED/RELOCATED.
NEW OR RELOCATED B/S 2'X2' AND 2'X4' RECESSED FLUORESCENT LIGHT
FIXTURES.
NEW OR RELOCATED B/S 2'X2' AND 2'X4' RECESSED FLUORESCENT LIGHT
FIXTURES TO BE UPGRADED FOR EMERGENCY LIGHTING. LAYOUT SHOWN IS
CONCEPTUAL ONLY.
}((N)
DECORATIVE PENDANT FIXTURE. (N = NEV�) SPEC: TBD.
Q
EXISTING RECESSED FLUORESCENT DOWNLIGHT.
® (N)
B/S ILLUMINATED EXIT SIGN (DIRECTIONAL WHERE SHOWN). (N =NEW)
}D) �N)
B/S LIGHT SWITCH. (3 =THREE WAY, M =SUITE MASTER, D = DIMMER, N = NEW)
1
OCONTRACTOR TO PROVIDE PROJECTOR CEILING MOUNT WITH
ADJUSTABLE HEIGHT. PROVIDE POWER AND DATA/VOICE
CONNECTION ABOVE CEILING FOR TENANT PROVIDED
PROJECTOR. COORDINATE REQUIREMENTS AND FINAL
LOCATION WITH TENANT.
OREWIRE EXISTING LIGHTING IN THIS ROOM AS INDICATED:
3O COORDINATE THE INSTALLATION OF TENANT PROVIDED
PROJECTION SCREEN.
4O NEW DECORATIVE PENDANT FIXTURES TO BE INSTALLED
CENTERED OVER DEPTH OF BAR COUNTER SURFACE BELOW.
COORDINATE INSTALLATION HEIGHT WITH TENANT. I
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 SPRINKLERS BY OTHERS UNDER DEFERRED 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
THEINSPECTOR.
LIGHTING CALCULATION
EXISTING CEILING GRID, TILE AND FIXTURES TO REMAIN. EXISTING
LIGHTING LAYOUT USES 38 FIXTURES. THE NEW LAYOUT RELOCATES
OR REPLACES 7 OF THE EXISTING FIXTURES.
7/38 x 100=18.42% WHICH IS LESS THAN THE 60% ALLOWABLE CHANGE
PER 2012 WSEC LIGHTING ALTERATION EXCEPTION C101.4.3.1.
EXISTING WATTAGE STAYS THE SAME OR LESS.
ELEC./COMMUNICATION PLAN
1/8" = 1'-0"
0 5p 10'00
ELEC / COMMUNICATIONS LEGEND
K�: B/S WALL MOUNTED DUPLEX ELECTRICAL OUTLET.
H B/S WALL MOUNTED COMBINATION VOICE/DATA OUTLET.
O CORE DRILL. POWER, VOICE 8, DATA REQUIREMENTS AND FINAL LOCATION ARE TO BE
COORDINATED WITH TENANT.
IM NEW CARDREADER LOCATION.
N NEW.
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.
r%cvltvVI=1D FOR
CODE COMPLIANCE
APPROVED
AUG 31 2015
CitY Of Tukwila
BUILDING DIVISION
6840 FORT DENT WAY
TUKWILA, WA 98188
1S00 WESTLAKE AVE N, SUITE ONE, SEATTLE WA, 98109 (206) 441-1449
DRAWN BY: JK I
1 CHECKED BY. LD 1
I JOB NO.: 00153.150 1
NO. I REVISIONS INDICATED THUS 0 DATE BY
PERMIT SET ISSUED 107/30/15 JK
TENANT:
R:1cE.':VED
CITY OF TU'r.WiLA
JUL 31 2015
PERMIT CENTER
SILA SOLUTIONS
EXPANSION
(THIRD FLOOR)
SHEET TITLE:
REFLECTED CEILING PLAN
ELEC./COMMUNICATION PLAN
REPRODUCTION, ALTERATION OR PUBLICATION OF THIS
DRAWING, WITHOUT EXPRESSED PERMISSION BY MSA, IS A
VIOLATION OF FEDERAL COPYRIGHT LAW. COPYRIGHT BY
MSA 2015.
TI-3
OF 4 "-
FINISH NOTES
1. ALL WALLS TO RECEIVE P-1 THROUGHOUT EXPANSION AREA TO
MATCH GENERAL PAINT IN EXISTING TENANT SUITE, U.N.O.
2. ALL ROOMS THROUGHOUT EXPANSION AREA TO RECEIVE CPT-1
U.N.O.
3. BASE = TO BE USED THROUGHOUT EXPANSION AREA TO
MATCH BASE IN EXISTING TENANT SUITE, U.N.O.
4. PROVIDE SAMPLE SUBMITTALS OF EVERY FINISH ITEM TO MSA AND
TENANT FOR APPROVAL PRIOR TO INSTALLATION.
5. USE ADA COMPLIANT METAL SCHLUTER STRIP AT TRANSITION
BETWEEN CARPET AND LVT.
1 I FINISH PLAN
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FINISH KEYNOTES
1O PROVIDE A LEVEL 5 FINISH AT THIS PARTITION PRIOR TO
APPLYING NEW DRY ERASE PAINT FINISH P-2
OUSE EXISTING CARPET TILES TO BE REMOVED FROM TENANTS
EXISTING SPACE TO PATCH AND MATCH AREAS OF FLOORING IN
HALLWAY 304 AFFECTED BY CONSTRUCTION AS REQUIRED.
FLOORING TO TRANSITION TO NEW CPT-1 AT THESE
LOCATIONS.
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NOTE: MAINTAIN EXISTING ONE FOOTCANDLE PER SQUARE FOOT AT EGRESS PATHWAY LIGHTING.
EGRESS ILLUMINATION SHALL EXTEND OUTSIDET HE EXIT DOORS.
00
aF77PINEW
�i
OR RELOCATED B/S 2'X4' RECESSED FLUORESCENT LIGHT FIXTURES TO BE
UPGRADED FOR EMERGENCY LIGHTING. LAYOUT SHOWN IS CONCEPTUAL ONLY.
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EXISTING B/S 2'X4' RECESSED FLUORESCENT LIGHT FIXTURES TO BE UPGRADED FOR
EMERGENCY LIGHTING. LAYOUT SHOWN IS CONCEPTUAL ONLY.
1 /8" =1'-0"
2 I ELEVATION
C4
N
6 I SECTION
CLEAR FOR
DISHWASHER
24"
SELF EDGED SOLID V 3"
SURFACE BAR COUNTER.
SS-1
NOTES:
ROVIDE FINISHED ENDS ON
EXPOSED SURFACES, TYP.
'ROVIDE FILLER PANELS AS
;ESSARY, TYP.
PLAM BAR COUNTER
RFACE BEYOND.
PLAM COUNTER TOP
D BACKSPLASH.
A.N.S.I: APPROVED PLAM SINK
BINET (NO BOTTOM @ BASE) WITH
I.S.I.- COMPLIANT SINK & FAUCET.
LOWER CABINETS WITH
AWERS, DOORS AND
JUSTABLE SHELF.
NOTES:
1. PROVIDE FINISHED ENDS ON
ALL EXPOSED SURFACES, TYP.
2. PROVIDE FILLER PANELS AS
ARY, TYP.
I COUNTER TOP
;KSPLASH.
I BAR
R SURFACE —
LED SUPPORT
TS AS REQUIRED, TYP.
HEIGHT PARTITION —
AS SCHEDULED.
,SE, AS SCHEDULED. —
ELEVATION B
PLAM COUNTERTOP AND 3/4"
BACKSPLASH. PL-1
5
TI-4
CLEAR FOR CLEAR FOR
TENANT TENANT
U/C REF U/C REF
co
—
DRAWER ON (75) POUND
is
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. PL-2
1/4" PLYWOOD BACKING WITH MELAMINE
FINISH.
v
BASE AS SCHEDULED.
FINISH SCHEDULE
SYMBOL/NO.
DESCRIPTION
MANUFACTURER
STYLE
COLOR I FINISH
SIZE
NOTES
CPT-1
GENERAL CARPET
SHAW CONTRACT
TBD
TBD
24" X 24" TILE
INSTALLATION: QUARTER TURN
LVT-1
LUXURY VINYL TILE
BOYLU
WEATHERED
AGED OAK BLVTP-011
6" X 48" PLANKS
INSTALL PER MANUFACTURES
RECOMMENDATIONS
P-1
8
GENERAL PAINT
BENJAMIN MOORE
EGGSHELL FINISH
HC-26 MONROE
NA
PROVIDE MIN. (3) DRAW DOWNS
BISQUE
P-2
DRY ERASE PAINT
IDEA PAINT
PRO
WHITE
NA
INSTALL PER MANUFACTURES
RECOMMENDATIONS
P-3
ACCENT PAINT
SHERWIN WILLIAMS
EGGSHELL FINISH
BASQUE GREEN 6426
NA
PROVIDE MIN. (3) DRAW DOWNS
B-1
RUBBER BASE
JOHNSONITE
COVED
47 BROWN
TO MATCH EXISTING
USE ROLL PRODUCT
PL-1
PLASTIC LAMINATE
TBD
NA
TBD
NA
PROVIDE SAMPLE SUBMITTAL
PL-2
PLASTIC LAMINATE
TBD
NA
TBD
NA
PROVIDE SAMPLE SUBMITTAL
PENTAL GRANITE
IMPERIO POLISHED
CONTACT: JENNIFER HAYDEN
SS-1
SOLID SURFACE
AND MARBLE
pENTALQUARTZ
BQ8810
3/4"SLAB
(206) 768-3200
1/8"=1'-0" 1)8 1 FINISH SCHEDULE
`v
N
3/4" PLAM PL-1
BACKSPLASH. —
PROTECTIVE
COVERING AT
EXPOSED
PIPES.
1/4" PLYWOOD
BACKING
WITH
MELAMINE
3/8" = 1'-011 FINISH.
DASHED
LINES
INDICATE
REQUIRED
ACCESSIBLE
CLEARANCES. —
CONTINUE
FINISH FLOOR
BELOW SINK —
RESILIENT
BASE, PER `-
SCHEDULE.
25"
24"
6" MIN. CLR. 8" MIN. CLR.
3/8" =1'-0" 4 SECTION
MIN. DIM. 12" (INSIDE CLEAR)
✓ ✓
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0 0
0
0 0
0 0
0 0
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0 0
5 SECTION
EXISTING STRUCTURE ABOVE
CEILING a_ + 9'-0" A.F.F.
(WHERE INDICATED ON
REFLECTED CEILING PLAN).
NEW FULL HEIGHT
SOUND PARTITION ON
TENANT SUITE SIDE
NEW QUIETROCK GWB ON THIS SIDE
ONLY OF THE FULL HEIGHT PARTITIO
UP TO 6" ABOVE CEILING GRID.
I
ACOUSTIC BATT INSULATION.
I
GALV. STEEL SILL TRACK.
1-1/2" = 1'-0" 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" = 250S125-43 (18 GA); MAX
14'-4" HIGH.
i
NOTES:
1. ALL STUDS ARE AT 12" O.Cj
2. USE SAME GAUGE AS STUDS
FOR TRACKS AND CHANNEL.
3. USE SSMA TECHNICAL GUIDES.
B/S S.S. FAUCET &
SINK PER ANSI 117.1
CODE COMPLIANCE
B/S PLAM PL-1
COUNTERTOP, PER
I SCHEDULE.
B/S ADA- COMPLIANT
I � CASEWORK
HARDWARE
(2) CONCEALED
HINGES PER
EACH DOOR.
CABINET DOORS.
P-LAM FINISH ON
EXPOSED FACE U
U
WITH MATCHING z_
z_
EDGE BANDING
AND MELAMINE N
N
FINISH ON
INTERIOR FACE.
ATTACH BASE TO
DOOR. CUT BASE
SHORT FOR PROPER
DOOR OPERATION.
1-1/2" = 1'-0"
\_(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. PL-2
]]-"—B/S ADA-COMPLIANT CASEWORK HARDWARE.
1-1/2" = 1'-0"
GALV. STEEL DEEP LEG
DEFLECTION TRACK. ANCHOR TO
STRUCTURE WITH HILTI X-U (OR
XU15) UNIVERSAL KNURLED SHANK
POWDER DRIVEN FASTENER WITH
MIN. 1- EMBEDMENT @ 16" O.C.
(FOLLOW MANUFACTURER'S
INSTRUCTIONS).
ALTERNATE FOR WOOD:
USE (2) #10 SCREWS AT 16" O.C.
HOLD GYP. FASTENERS BACK
/\ 2-1/2" FROM EDGE.
4'-0" WIDE ACOUSTIC BATT
INSULATION OVER PARTITION
ABOVE HUNG CEILING.
EXISTING DEMISING <
PARTITION ON EXISTING
TENANT OCCUPIED SIDE
i
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 W EACH SIDE
UNLESS NOTED OTHERWISE.
BASE, AS SCHEDULED.
(BOTH SIDES OF PARTITION.)
EXISTING STRUCTURE (BELOW)
i
NA 9 FULL HEIGHT SOUND PARTITI
GALV STEEL STUD, PER STUD
SCHEDULE, WITH 5/8" TYPE'X'
GWB EACH SIDE, UNO.
REVIEWED FOR
,.JDE COMPLIANCE
APPROVED
AUG 3 1 2015
a
City of TukWla
1�i 111 T'�IF�It`� nw[osr-wa��
FORT DENT II
6840 FORT DENT WAY
TUKWILA, WA 98188
1500 WESTLAKE "E N, SUITE ONE, SEATTLE WA, 98109 (206) 441-1449
DRAWN BY: X
CHECKED BY. SN
JOB NO.: 00153.150
-
1
1 1
r-
I
I
SILA SOLUTIONS
EXPANSION
RECEIVED
(THIRD FL00%TY OF TUKWILA
AUG 2 4 2015
SHEET TITLE: PERMIT CENTER
FINISH PLAN, FINISH SCHEDULE
ELEVATIONS AND
SECTIONS
ODUCTION, ALTERATION OR PUBLICATION OF THIS
ING, WITHOUT EXPRESSED PERMISSION BY MSA, IS A
L11ON OF FEDERAL COPYRIGHT LAW. COPYRIGHT BY
2015.
z
T14
OF 4 �D
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