HomeMy WebLinkAboutPermit D16-0349 - SEATTLE METROPOLITAN CREDIT UNION - BUILD OUTSEATTLE METROPOPLITAN
CREDIT UNION
17250 SOUTHCENTER PKWY
SUITE 132
Dl 6=0349
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Inspection Request Line: 206-438-9350
Web site: http://www.TukwilaWA.Rov
Parcel No: 7888920020
DEVELOPMENT PERMIT
Permit Number:
Address: 17250 SOUTHCENTER PKWY Unit132 Issue Date:
Permit Expires On
Project Name: SEATTLE METROPOLITAN CREDIT UNION
Owner:
Name: WIG PROPERTIES LLC -SS
Address: 4811 134TH PL SE, BELLEVUE, WA,
98006
Contact Person:
Name:
TERESA PORTMAN
Address:
909 112TH AVE NE, STE 206,
BELLEVUE, WA, 98004
Contractor:
Name:
D P INC GENERAL CONTRACTORS
Address:
19936 BALLINGER WAY NE, SEATTLE,
WA, 9815S
License No:
DPINCGCO66BU
Lender:
Name:
SEATTLE METROPOLITAN CREDIT
UNION
Address:
17250 SOUTHCENTER PKWY,
TUKWILA, WA, 98188
DESCRIPTION OF WORK:
D16-0349
3/2/2017
8/29/2017
Phone: (425) 641-9200
Phone: (206) 361-2989
Expiration Date: 1/31/2018
BUILD OUT OF EXISTING SPACE IN RETAIL BUILDING TO ACCOMMODATE NEW CREDIT UNION, INCLUDING
MEETING ROOMS, STAFF BREAK AREA AND WORK ROOM. EXISTING ADA COMPLIANT RESTROOMS WILL BE
UPGRADED WITH NEW SINKS, CASEWORK, AND PARTITIONS.
Project Valuation: $595,000.00
Type of Fire Protection: Sprinklers: YES
Fire Alarm: YES
Type of Construction:
Electrical Service Provided by: TUKWILA
Fees Collected: $9,475.72
Occupancy per IBC: B
WaterDistrict: TUKWILA
SewerDistrict: TUKWILA
I 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:
Public Works Activities:
Chan n e I izati on/Stri ping:
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:
2015 National Electrical Code: 2014
2015 WA Cities Electrical Code: 2014
2015 WAC 296-46B: 2014
2015 WA State Energy Code: 2015
2015
Volumes: Cut: 0 Fill: 0
Number: 0
Water Meter: No
Permit Center Authorized Signature- U .;n !?7:4 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 regulating construction or the performance of work. I am authorized to sign and obtain this
development permit and agree to the qchditions attached to this permit.
Signature: L
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:
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: Maintain fire extinguisher coverage throughout.
6: 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)
7: 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)
8: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10)
9: 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)
10: 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)
11: 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)
12: 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)
13: 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)
14: 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-minimurn illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.3.1)
18: 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)
16: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3)
15: 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).
19: 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.
21: 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)
20: 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)
22: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required
for this project.
23: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code.
(NFPA 70)
24: 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.
25: 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.
17: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances
#2436 and #2437)
26: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply
approval of such condition or violation.
27: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention
Bureau at (206)575-4407.
28: 'BUILDING PERMIT CONDITIONS'
29: 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.
30: 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.
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: 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.
35: 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).
36: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center.
37: 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.
38: 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
LATH & GYPSUM
0406 SUSPENDED CEILING
.0
CITY OF TUKh -.A
Comm unity Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
httl2://www.TukwilaWA.F4ov
Building Perwit No.
Project No. a i . -
Date Application Accepted: 'Vk V
Date Application Expires:
(For office us 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.: 788892-0020
Site Address: 17250 Southcenter BXd Suite Number: Floor:
Tenant Name: Seattle Metropolitan Credit Union New Tenant: V ..... Yes E1..No
PROPERTY OWNER
Name: Wig Properties LLC
Address: 4811 134th Place SE
City: Bellevue State: WA z
CONTACT PERSON — person receiving all project
conununication
Name: Teresa Portman
Address: 909 112th Avenue NE Suite 206
City: Bellevue State: WA Zip: 98004
Phone: (260) 641-9200 Fax:
Email: teresap@jpcarchitects.com
GENERAL CONTRACTOR INFORMATION
Company Name: DP Incorporated
Address: 19936 Ballinger Way NTE
City: Seattle State: WA Zip: 98155
Phone: (206) 361-2989 Fax:
Contr Reg No.: DPINCGCO66BU Exp Date: 01/31/2018
Tukwila Business License No.:
H:\Applicationskfomis-Applications On Line\2011 Applications\Pcffnit Application Revised - 8-9-1 I.docx
Revised: August 2011
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ARCHITECT OF RECORD
Company Name: JPC Architects PLLC
Architect Name: Teresa Portman
Address: 909 112th Ave NE Suite 206
C't)' Bellevue State: WA Zip: 98004
Phone: (206) 641-9200 Fax:
Email: teresap@jpcarchitects.com
ENGINEER OF RECORD
Company Name: n/a
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: 4eL;r T:�It-�>ffZ5
Address: a4—
City: State: Zip:
Page I of 4
MING PERmrr INFORMATIO!-2%431-3670
Valuation of Project (contractor's bid price): $ 595,000 Existing Building Valuation: $
Describe the scope of work (please provide detailed information):
Build out of existing space in retail building to accommodate new credit union, including meeting rooms, staff break area, and
work room. Existing ADA compliant restrooms will be upgraded with new sinks, casework, and partitions. New finishes
throughout.
Will there be new rack storage? El ..... Yes V.. No If yes, a separate permit and plan submittal will be required.
IProvide Ali 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 11): 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? 0 ....... Yes ....... No If "yes", explain: Previously a restaurant
FIRE PROTECTION/HAZARDOUS MATERIALS:
Z ....... Sprinklers JZ ....... Automatic Fire Alarm El ....... None E] ....... Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? El ....... Yes Z ....... No
If "yes, attach list ofmaterials and storage locations on a separate 8-112 " x I I "paper including quantities and Material Safety Data Sheets.
SEPTIC SYSTEM
F1 ....... On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
li:\Applications\Forms-Applications On Linc\201 I ApplicationsTermit Application Revised - 8-9-1 I.docx
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Existing
Interior Remodel
Addition to
Existing
Structure
New
Type of
Colastruction per
IBC
Type of
Occupancy per
IBC
I" Floor
3,697
3,697
0
0
Type I
B
Vid Floor
3" Floor
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 11): 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? 0 ....... Yes ....... No If "yes", explain: Previously a restaurant
FIRE PROTECTION/HAZARDOUS MATERIALS:
Z ....... Sprinklers JZ ....... Automatic Fire Alarm El ....... None E] ....... Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? El ....... Yes Z ....... No
If "yes, attach list ofmaterials and storage locations on a separate 8-112 " x I I "paper including quantities and Material Safety Data Sheets.
SEPTIC SYSTEM
F1 ....... 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 PERNUT INFO, ATION — 206-433-0179
Scope of Work (please provide detailed information):
No exterior work.
CA before you Dig: 811
Please refer to Public Works Bulletin #1 for fees and estimate sheet.
Water District
F1 ... Tukwila ... Water District #125 El Highline El.. Renton
Fj ... Water Availability Provided
Sewer District
... Tukwila [:1 ... Valley View El Renton El .. Seattle
... Sewer Use Certificate El ... Sewer Availability Provided
Sentic System:
F 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 A11111111cation (mark boxes which aDDI
n ... Civil Plans (Maximum Paper Size — 2211 x 34")
F� ... Technical Information Report (Storm Drainage) [I .. Geotechnical Report ... Traffic Impact Analysis
F� ... Bond insurance Easement(s) El Maintenance Agreement(s) ... Hold Harmless — (SAO)
El ... Hold Harmless — (ROW)
Proposed Activities (mark boxes that apply):
F1 ... Right-of-way Use - Nonprofit for less than 72 hours El Right-of-way Use - Profit for less than 72 hours
El ... Right-of-way Use - No Disturbance Right-of-way Use — Potential Disturbance
E) ... Construction/Excavation/Fill - Right-of-way El
Non Right-of-way El
... Total Cut cubic yards
... Total Fill cubic yards
El ... Sanitary Side Sewer
El ... Cap or Remove Utilities
El ... Frontage Improvements
M ... Traffic Control
F� ... Backflow Prevention - Fire Protection
Irrigation _
Domestic Water
El Work in Flood Zone
El Storm Drainage
..Abandon Septic Tank
Curb Cut
0 Pavement Cut
F] Looped Fire Line
El Grease Interceptor
E] Channelization
E] Trench Excavation
[I Utility Undergrounding
El ...
Permanent Water Meter Size...
WO #
...
Temporary Water Meter Size..
WO #
...
Water Only Meter Size ............
WO # El ... Deduct Water Meter Size
F] ...
Sewer Main Extension ............. Public
Private M
M ...
Water Main Extension ............. Public E]
Private M
FINANCE INFORMATION
Fire Line Size at Property Line Number of Public Fire Hydrant(s)
F� ... Water El ... Sewer El ... Sewage Treatment
Monthly Service Billing to.
Name:.
Mailing Address:
Day Telephone:
city
Water Meter Refund/Billing:
Name: Day Telephone:
Mailing Address:
City
H:\Applications\Foms-Applications On Linc\2011 Applications\P�it Application Revised - 8-9-1l.docx
Revised: August 2011
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State Zip
State zip
Page 3 of 4
PERMIT APPLICATION NOTES —
Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject
to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation.
The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be
requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition).
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING 0!"IKR
I
Signature: qckL
Print Name:
Mailing Address: lqqS
Date: 3 1 P-- I I �
Day Telephone: IL I
4� 0 a, q IS
city
State zip
H:\Applications\Foms-Applications On Linc\2011 ApplicationsTernfit Application Revised - 8-9-1 I.doex
Revised: August 2011 Page 4 of 4
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DESCRIPTIONS
PermitTRAK
ACCOUNT QUANTITY
PAID
$5,854.37
D16-0349 Address: 17250 SOLITHCENTER PKWY Unit132 Apn:7888920020
$5,854.37
DEVELOPMENT
$5,575.80
PERMIT FEE
ROOO.322.100.00.00 0.00
$5,571.30
WASHINGTON STATE SURCHARGE
B640.237.114 0.00
$4.50
TECHNOLOGY FEE
$278.S7
TECHNOLOGY FEE
TOTAL FEES PAID BY RECEIPT: R10972
ROOO.322.900.04.00 0.00
$278.57
$5,854.37
Date Paid: Thursday, March 02, 2017
Paid By: D P INC GENERAL CONTRACTORS
Pay Method: CHECK 94112
Printed: Thursday, March 02, 2017 1:07 PM I of 1 CRWIYSTEMS
Date Paid: Thursday, December 22, 2016
Paid By: JPC ARCHITECTS
Pay Method: CHECK 33313
Printed: Thursday, December 22, 2016 12:15 PM 1 of 1 01,WW'SYSTEMS
INSPECTION RECORD
qq
Retain a copy with permitF"(1- - o.'
INSPECTION NO. . PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-36
Permit Inspection Request Line (206) 438-9350
Project: ot inspection:',,�,,
SrAmk�' M&--7- e&bJ11--
Address: Date Called:
1 71sv k%o(
Special Instructions: Date Wante d:
&h7 e� �PJ
NlApproved per applicable codes. Corrections required prior to approval.
COMMENTS:
/A lAf
Ole AL
Inspecto Date:
X I -04�
F-1 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
INSPECTION RECORD
L Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OFTUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Project:
.- Me7— "-b 1 -7—
Type of Inspection:
Address:
r7n-o �CU�-vyy
Date Called:
Special Instructions:
Date Wanted: a.m.
24!�
Requester:
Phone No:
XAppr,oved per applicable codes. —1 Corrections required prior to approval.
�%' E
COMMENTS:
Inspector: A Date:
F] REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Cali to scheduie reinspection.
ej
INSPECTION RECORD
Retain a copy with permit vig
INSPEZTION NO. PERMIT NO.
CITY OFTUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Project:
owz
0 Aet i -r
Type of Inspection:
Agvb
Address:
/ -722) Sa��e
PAxj4
Date Called:
Special Instructions:
Oi;)T- 13 a
Date Wante
5 - Z-',) 7 p.m.
I-R-e-q-u-e-st—er7-
7
Phone No:
91 Approved per applicable codes. Corrections required prior to approval.
COMMENTS:
Inspector: 4 Date:
A A 1-1 5 -'b '7
F1 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
INSPECTION RECORD
k -fl, 1) 3q�
( k �,// etain a copy with permit 11%, 0" 1
INSPECTRON NU.— PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 5outhcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Project:
A11ZC 41:�L &&311r -
-V IF Inspection:
T�
Address:
Date Called:
172,0 S�VM96MK' fll-W�
Special Instructions:
Date Wanted: a.m.
5 7
Requester:
Phone No:
r-1 Approved per applicable codes. a, Corrections required prior to approval.
V4 -
IInspector: A bA"X I Uate: �� hf11 7 1
REINSPECTION FEE REQUIRED. Prior to next inspedion. fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to scheclute reinspection.
INSPECTION RECORD. VIC
r-7) Retain a copy with per 51/6 - -0 t
I N SVZf.;40 N N 0. PERMIT NO.
CITY OFTUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila * WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
DApproved per applicable codes. X Corrections required prior to approval.
Inspector: Date:
F] REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd- Suite 100. CaR to schedule reinspection.
40-1 1 INSPECTION RECORD V7
. lbi6 - OIL?
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Pro ect: C
Type. of Inspection:
Address:
/ 72V,-?
Date Called:
Special Instructions:
0/0,1—
Date Wanted: a.m.
p.m.
Requester:
Phone No:
FA71 Approved per applicable codes. Corrections required prior to approval.
X -N E I
Inspector:
HIREINSIPECTION FEE REaUIRED. Prior to next inspection. fee must be
paid at 6300 Southcenter Blvd., Suite 100. Cali to schecluie reinspection.
INSPECTION RECORD. '4 7q
Retain a copy with permit �16
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd— #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Project:
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Type of Inipection:
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Address:
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I
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—
Date Wantec 10- �19.
i7 "P5.
Req ue4ste -7-
Phone No:
fffApproved per applicable codes. E] Corrections required prior to approval.
nspector:
Date:
F] REINSPECTION FEE REQUIRED. Prior to next inspegction'fee must be
paid at 6300 Southcenter Blvd., Suite 100. Catt to schedule reinspection.
INSPECTION RECORD.
/6,
Retain a copy with pe� m t $��
INSPECTION NO. PERMIT NO.
I CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Project:
Type of Inspection:
S&-Irw ML017
Address:
Date Called:
/ 72S-6 P4�,
Special Instructions:
—
(A) R
Date Wante a.
-7, /?,4-0 61t
lRequestel.
M 11/0
Phone No:
Vo — Z/Z//- J
im
Approved per applicable codes. psi Corrections required prior to approval.
MMENTS:
F-1 REINSPECTION FEE REQUIRED. Prior to next inspeetion, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Catl. to schedule reinspection.
INSPECTION RECORD P/4?- 0.3
Retain a copy with p
ermit
INSPECTION NO. PERMIT NO.
CITY OFTUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Project:
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meROPOLi
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Type of Inspection:
Z=)FZ�IA16-
Address: e7RAN)
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Date Called:
Special Instructions: Uj 17— 13
Date W ted. a -M)
7 —a5-1 1
Requester:
Phone No:
EXApproved per applicable codes. 1 11 Corrections required prior to approval.
MMENTS:
Kt1N:)rtUJ 1UN t-tt KtUUIKLU. Frior to next inspection, tee must lie
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
INSPECTION RECORD
Retain a copy with permit
INMCTION NO. PERMIT NO.
CITY OFTUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Project:
filer--
tx—t—b/T—
TyE�.�spection:
Address:
nXz>
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Date Called:
J I
Special Instructions:
I
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Date Wanted
Y�ZqZ17 p.m.
lRequestec/
Phone No:
0 Appnoved per applicable codes. Corrections required prior to approval.
" paid at 6300 Southcenter Blvd., Suite 100. Call to s�heclule reinspection.
INSPECTION RECORD. JW -03W
IN'51�101\1 NO, etain a copy with permit PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
1:1 Approved per applicable codes. 1-1 Corrections required prior to approval.
COMMENTS:
Inspector: -4A Date:
F-1 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call. to schedule reinspection
INSPECTION F,ECOIRD. -,93177
Retain a copy with permit 19 1�
VKPECTION NO. PERMIT NO.
CITY OFTUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
P
Type of Inspection:
Ardress:
Date Calle
13
Special Instructions:
Date Wanted:
-3t:l 7
Requester:
Phone No:
11 Approved per applicable codes. [A Corrections required prior to approval.
!,COMMENTS:.
F
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Inspector: V" Date: -5 --5
El REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
q
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project:
Type of Inspection:
Address:
Contact Person:
suite #:
Pre -Fire:
Special Instructions:
Phone No.:
QrApproved per applicable codes. Corrections required prior to approval.
COMMV4TS:
-I--
111—/5
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector:—.f-�-� I Date: -7 1 Hrs.:
F—] $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. Call to schedule a reinspection.
willing ACIaress
Attn: Company Name:
Address:
City: State: zip:
Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113
5
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
2 AF ely,
�� . I
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project:
5A�7L/11/1
Type of Inspection:
ff --/,) 4 -
Address:
Confkt Person:
#: /1,9, 5—V
Pre -Fire:
-Suite
Special Instructions:
Phone No.:
J,K,� Approved per applicable codes.
FICorrections required prior to approval.
COMMENTS:
Aar
w/ &Nzeyt-4tbjeni LJ(1A
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
I inspector: -IM 57Z�- 1 Date: 11V, I Hrs.: I I
[—] $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
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project:,--
Type of Inspection
Address:
Suite #:
Contact Person:
Special Instrudions:
Phone No.:
—1 Corrections required prior to approval.
Approved per applicable codes. I
COMMENTS:
Sprinklers: L(
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Hood & Duct:
046- -/
Pre -Fire:
4� &
Occupalncy Type:
;�-t )YL 0 V E S
Needs Shift Inspection:
Sprinklers: L(
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupalncy Type:
4 -(1 -r- ,
-Date:
Inspector: H rs.:
F-1 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. Call to schedule a reinspection.
tsining Aaaress
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
N
0 650:�
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project:
Type of Inspection:
Address- ztt,
Suite #:'
Contact erson:
Xrc
Special Instructions:
Phone No.:
—1 Corrections required prior to approval.
Approved per applicable codes.
COMMENTS:
P
-6 d(-, 1-c,> 6-6�1
C -
Needs Shift Inspection:
Sprinklers: Y�'— -'
Fire Alarm:
Hood& Duct:' 6�;>
Monitor:
Pre -Fire: i /,J�w
Permits:
Occupancy Type:
Inspecto, r: Date: H rs.: I
F—] $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. Call to schedule a reinspection.
Bming Aaaress
Attn: Company Name:
Address:
City: State: zip:
Word/Inspection Record Form.Doc 3/14/14
T.F.D. Form F.P. 113
I -(L
2015 Washington State Energy Code Compliance Forms for Commercial Buildinqs includinq R2, R3. R4 over 3 stories and all R1 Revised Atinimt Pni F;
Project Info
Project Title: SMCU Southcenter
Date 7/1/2016
Compliance
Applicant Information. Provide contact information for individual who can
For Building Department Use
forms do not
respond to inquiries about compliance form information provided.
require a
password to
Company Name: JPC Architects PLLC
Company Address: 909 11 2th Ave NE Bellevue, WA 98004
use.
Instructional and
calculating cells
L Lin
Applicant Name: Teresa Portman
are write -
protected.
Applicant Phone: 206-641-9200
Applicant Email: teresap@jpcarchitects.com
Project Description
[:] New Building Addition Alteration Plans Included
Include PROJ-SUM form (included in envelope forms workbook) with lighting compfflance forms.
Building Additions
Compliance Method
Interior lighting
Exterior lighting
Lighting systems in addition area comply with all applicable
El
Refer to Section C502.2.6 for additional
provisions as a stand alone new construction project
Lighting systems in addition are combined with existing
El
requirements.
building lighting systems to demonstrate compliance
Addition is combined with existing:
For interior lighting projects, include new + existing interior lighting fixture wattage in Proposed Lighting
Wattage table in LTG -INT -BLD or L TG -INT -SPACE form.
For exterior lighting projects, include new + existing exterior lighting fixture wattage in Proposed
Tradable and Proposed Non -Tradable Lighting Wattage tables in LTG -EXT form.
Interior and Exterior
Lighting Power
Interior lighting
Parking garage
Exterior lighting
50% or more of existing are replaced
21
El
Lighting Alterations
Select all Lighting Power and Lighting
Control elements that apply to the scope
Less than 50% of existing are replaced
1:1
El
1:1
of the retrofit project. If project includes a
Lamp and/or ballast replacement only
combination of spaces where less than
50% of the existing fixtures are replaced
- existing total wattage not increased
in some spaces, and 50% or more of the
fixtures are replaced in others, then
50% or more replaced - Total lighting power of new + existing -to -remain fixtures shall comply with total
provide separate lighting power
LPA per Sections C405.4.2 and C405.5.2. Include new + existing -to -remain fixtures in Proposed
compliance forms for the two retrofit
Lighting Wattage table in LTG -INT -BLD, LTG -INT -SPACE or L TG -EXT form.
conditions. Spaces undergoing the same
Less than 50% replaced - Total lighting power of new + existing -to -remain fixtures shall not exceed the
type of retrofit may be combined into one
total lighting powerprior to alteration. Include new + existing -to -remain fixtures in the Proposed Lighting
lighting power compliance form.
Wattage table in L TG -INT -BLD, L TG -INT -SPACE or L TG -EXT form.
50% threshold applies to number of luminaires for interior spaces and parking garages, and total
Refer to Section C503.6 for additional
installed wattage for exterior luminaires.
requireme v4r:- C FCR
Lighting Controls Interior lighting Parking garage Exterior lighting
ew n inst
wiri alled to serve added
IN -1
r Jg
All alter vonligktig t I -shallbe,.ICE
n6 r%i-4
Comm "p -08.,*3.
fixtre, ancl/,, fixtures relocated to new El F
APPROVED
A
Icircuit(s)
JAN 17
Nev
New or moved lighting panel
Lnor
nterior space is reconfigured -
m m inaires unchanged or relocated only
City of Tukwila
ew wiring or circuit - For interior lighting, provide required manual controls per C405.2.3, occupancy
N slo
en,
ensor controls per C405.2. 1, daylight responsive controls per C405.2.4 and application specific lighting
C405.2.5.
UIVI
E] No h 10b '01, a'.Y.'
n
ntrols per For exterior lighting, provide required controls per C405.2.7
the or exterior lighting
New or moved panel - Provide all applicable lighting controls as noted for New Wiring and automatic
systems and existing space
uses and configuration are not
time switch controls per C405.2.2. _P
Reconfigured interior space - Provide lighting Ye Peripr.2pace.
changed.
all required controls that% _91
Application specific lighting control provisions per C405.2.5 do notauNo Wnf1gUK*b[tA
Change of Space Use
7 Existing interior lighting systems in areas under -going a change in s sumexted to
=
comply with LPAs for the new space types per Tables C4( I I . A
Identify interior spaces requiring LPD upgrade to the current Code in Progose it '
in LTG -INT -BLD LTG form. P- MY WN
or -INT -SPACE
M
2015 Washinqton State EnerqV Code Compliance Forms for Commercial Buildinas includino R2_ R3. R4 over 3 stories ;;nd Ali R1 R—i—i A. � —f 9r)l A
Project Title: SMCU Southcenter Tate 7/1/2016
Interior Lighting System
All new light fixtures to be installed to accommodate new build out. Majority are LED pendant
Description
fixtures or recessed 2x4 in -grid fixtures.
Interior Lighting Power
E] Building Area Method Space -by -space Method
Allowance Method
Select method used in project
Interior Lighting Controls
7 All C405.2.1 - C405.2.8 Controls C405.2 Exception 5 Luminaire Level
Lighting Control (LLLC)
F� Additional Efficiency Package Option
C406.4 Enhanced digital lighting controls
To comply with C406.4, no less than 90% of the total installed interior lighting power shall comply with the
requi I red controls per C406.4.
Dwelling Unit Interior
Permanently installed interior lighting fixtures in dwelling units comply with:
Lighting
0 C405.2 thru C405.5 Commercial Lighting Controls and LPA
0 C406.3 High Efficacy Lighting
0
Exterior Lighting System
Description
2015 Washington State Energy Code Compliance Forms for Commercial Buildincls includinq R2, R3, R4 over 3 stories and all R1 Revised Auaust 2016
Project Title: SMCU Southcenter
Fixture Description NOTE 4, 5, 6
Date
7/1/2016
Calculation
0 0 Addition - 0 Addition
1000,1003,2003,
2000,2obo
For Building Department Use
Area NOTE 9
stand alone + existing
805
1003, 1020,2003
F-2 Pendant LED
3
0 Spaces where < 50% of 0 Spaces where ? 50% of 0
174
1018, 1019, 1017,
1016, 1008, 1005,
1010,1011
F-3 Recessed Can LED
29
luminaires are replaced luminaires are replaced
377
1020
F-4 Recessed Can LED
LPA Standard 0 Additional Efficiency Package Option 0
Calculation C406.3 Reduced Interior Lighting Power
18
1019 ' 1018 ' 1016,
1008,2001
F-5 Pendant LED
To comply with C406.3, the Proposed LPD shall be 25% lower than the Target
LPA.
32
1021,1006,
Type Refer to C406.3 for additional requirements.
4
32
128
Maximum Allowed Lighting Wattage"""
F-7 Pendant LED
5
100
Location (plan FFeig-ht"-'-
Gross Interior
Allowed
Watts Allowed
room Space Type 2
Area in ft2
Watts per ft2
(wattS/ft2 x area)
1000,1001,1003, Banking activity area
1020,1017
1725
0.810
1397
1021 Storage room
115
0.500
S8
1008 Conference/meeting/multipurpose
44
0.980
43
1016 Conference/meeting/multipurpose
119
0.980
117
1018 Conference/meeting/multipurpose
130
0.980
127
1019 Conference/meeting/multipurpose
130
0.980
127
1015 Copy/print room
198
0.580
115
1010 Restroom: all other
lis
0.780
90
1011 Restroom: all other
115
0.780
90
1014 Storage room
112
O.S00
56
2003 Conference/meeting/multipurpose
660
1 0.980
1 647
2002 Storage room
114
0.500
57
1006 Storage room
120
0.500
60
Total Area
3697
Retail Display Allowance from LTG -INT -DISPLAY
Lobby Art/Exhibit Display Allowance from LTG -INT -DISPLAY NOTE8
Allowed Watts
2984
Proposed Lighting Wattager""'
Location (plan #,
room #)
Fixture Description NOTE 4, 5, 6
Number of
Fixtures
Watts/
Fixture NOTE 7
Watts
Proposed
1000,1003,2003,
2000,2obo
F-1 4" Pendant LED
35
23
805
1003, 1020,2003
F-2 Pendant LED
3
S8
174
1018, 1019, 1017,
1016, 1008, 1005,
1010,1011
F-3 Recessed Can LED
29
13
377
1020
F-4 Recessed Can LED
1
18
18
1019 ' 1018 ' 1016,
1008,2001
F-5 Pendant LED
4
8
32
1021,1006,
F-6 Pendant strip light
4
32
128
1001
F-7 Pendant LED
5
100
Soo
1001
F-8 Pendant LED
9
S9
531
1010
F -9A Fluor.
1
33
33
1011
F-913 Fluor.
1
66
66
1015
F-10 Undercabinet Light Fluor.
8
10
80
1015,1014,2002
F-1 1 Recessed LED
5
38
190
1010,1011
F-12
2
14
28
Proposed Retail Display Lighting from LTG -INT -DISPLAY
Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting Total Proposed Wattsl
2962
Interior Lighting Power Allowance COMPLI
Note 1 - Listall unique space types per Table C405.4.2(2) that occurin the project scope. Selectspace type categoryper from drop down menu.
Note 2 - Indicate ceiling height for atriums and spaces utilizing the ceiling height adjustment per Table C405.4.2(2), Footnotes d thru f
Note 3 - List all proposed lighting fixtures including exempt lighting equipment and existing -to -remain fixtures.
dERMIT COORD COPY
k
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D16-0349
DATE: 12/23/16
PROJECT NAME: METROPOLITAN CREDIT UNION
SITE ADDRESS: 17250 SOUTHCENTER PKWY
X I Original Plan Submittal Revision # before Permit Issued
Response to Correction Letter # Revision # after Permit Issued
DEPARTMENTS:
IN WO tj�
Building Division Fire Prevention Planning Division N
uWg k 1AIi
blic Works Structural Permit Coordinator
PRELIMINARY REVIEW: DATE: 12/27/16
Not Applicable F1
(no approvallreview required)
REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS:
Structural Review Required El
DATE:
DUE DATE: 01/24/17
Approved Approved with Conditions El
Corrections Required F-1
(corrections entered in Reviews)
Notation:
Denied El
(ie: Zoning Issues)
REVIEWER'S INITIALS: DATE:
Perinit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg 0 Fire El Ping El PW El Staff Initials:
12/18/2013
D P INC GENERAL CONTRACTQ— �
Horne. Espahol Contact
Safety & Health Claims & Insurance
kiWashington State Department of
Labor & Industries
I D P INC GENERAL CONTRACTORS
Owner or tradesperson
Principals
DODSON, WILLIAM, PRESIDENT
Doing business as
D P INC GENERAL CONTRACTORS
WA UBI No.
601515833
19936 BALLINGER WAY NE
SEATTLE, WA 98155
206-361-2989
KING County
Business type
Corporation
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Verify the contractors active registration / license / certification (depending on trade) and any past violations.
Construction Contractor Active.
.................... ..............
Meets current requirements.
License specialties
$1,000,000.00
GENERAL
License no.
DPINCGCO66BU
Effective date
Effective — expiration
09/15/2016
01/31/1994— 011/311/20118
Expiration date
Bond
09/15/2017
Merchants Bonding Co (Mutual)
$12,000.00
Bond account no.
WA28622
Received by L&I
Effective date
12/27/2012
01/31/2013
Expiration date
Until Canceled
Bond history
Insurance
Continental Western Ins Co
$1,000,000.00
Policy 110,
CPA6015605
Received by L&I
Effective date
08/0412016
09/15/2016
Expiration date
09/15/2017
Insurance history
Savinqj�
No savings accounts during the previous 6 year period.
Laws y.i.t.s-a.,.Q,ai.n..s.,t the. b.9 n -d or savings.
No' I a -w , s . uits . a . g . a , i , ns . t .. th . a . bon d . o . r , s avi ngs accounts during the previous 6 year period.
L&I Tax debts
N 6 C&i' ii ;x d' ebts are recorded for this contractor license during the previous 6 year period, but some debts
may be recorded by other agencies.
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License Violations
N*6J16ensev* io'lit-io"ns during the previous 6 year period.
IWorkers'comp
Do you know if the business has employees? If so, verify the business is up-to-date on workers'comp premiums.
L&I Account ID Account Is current.
578,236-01
Doing business as
OPINC
Estimated workers reported
Quarter 4 of Year 2016 "Greater than 100 Workers"
L&I account representative
T2 / HAN CHUNG (360)902-4713 - Email: CHUK235@lni.wa.gov
Workplace safety and health
Check for any past safety and health violations found on jobsites this business was responsible for.
Inspection results date
03/05/2014 Violations
Inspection no.
316958065
Location
625 Andover Park W.
Tukwila, WA 98188
@Washington State Dept, of Labor& Industries. Use of this site is subject to the laws of the state of Washington.
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T
6
M
Ln
00
CD
C,
_C,
E
iL;attie Metro P ohtan Credit Uniot7..,.ii
t
SOU�tHCEN�ER %"I" b� UARE 0",.Alite 1'32
111� U
Site Plan
Scale:
:111M��M M �"M_ �
MECHANICAL PERMIT
ELECTRICAL PERMIT
PLUMBING PERMIT
FIRE ALARM SYSTEM
FIRE SPRINKLER SYSTEM
0 DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE REGISTERED
DESIGN PROFESSIONAL IN CHARGE (ARCH ITECT/ENGI NEER OF RECORD) FOR REVIEW
PRIOR TO SUBMITTAL TO THE BUILDING OFFICIAL.
0 NO WORK SHALL PROCEED ON ANY DEFERRED SUBMITTAL ITEMS UNTIL THE DOCUMENTS
HAVE BEEN APPROVED BY THE BUILDING OFFICIAL AND PERMIT OBTAINED.
�b
SOUTHCENTER SQUARE
17250.SOUTHCENTER PKWY
SUITE 132
TUKWILA, WA 98188
-11% 'iT
S E: rllil Pt NIF E F11t__ a i
REQUIR-71D
dMectianical
Electrical
Plumbing
Gas Piping
City of Tu1,,w;!._1
BUILD 11.all."I DIV11%S;0;q
krw;�
Sheet Number
Sheet Tit
1-0.0
Cover Sheet + Site Plan
1-0.1
General Notes + Symbols
I—CS-1
Exit Plan + Codes Summary
1-1.1
First Floor Demolition Plan
1-1.2
Mezzanine Demolition Plan
1-2.1
First Floor Dimension Plan
1-2.2
Mezzanine Dimension Plan
1-3.1
First Floor Plan
1-3.2
Mezzanine Floor Plan
1-4.0
Lighting + Finish Specifications
1-4.1
First Floor Reflected Ceiling Plan
1-4.2
Mezzanine Reflected Ceiling Plan
1-6.1
First Floor Finish Plan
1-6.2
Mezzanine Finish Plan
1-9.1
Construction Details
1-9.2
Ceiling Details
1-9.3
Casework Details
1-10.1
Door Schedule Elevations + Details
PROJECT ADDRESS:
APPLICABLE
EDITIONS OF BUILDING CODES:
SOUTHCENTER SQUARE
17250 SOUTHCENTER PKW`Y.
BUILDING
2015 INTERNATIONAL BLDG CODE (IBC),
SUITE 132
CODE
WAC 51-50
TUKWILA, WA 98188
FIRECODE
2015 INTERNATIONAL FIRE CODE (IFC),
�10
C>
04
INCL. APPENDIX B&C
CONSTRUCTION TYPE:
ENERGY CODE
2015 WASHINGTON STATE ENERGY CODE
CONST—TYPE 1
C_
(WSEC), WAC 51-11
FULLY SPRINKLERED
C14
0)
:3
>
(1)
MECHANICAL
2015 INTERNATIONAL MECHANICAL CODE (IMC),
ZONE:
CODE
WAC 51-52
TUC—CC
ELECTRICAL
2015 NATIONAL ELECTRICAL CODE (NEC) (NFPA
OCCUPANCY:
CODE
70) + PART 1 AND PART 3, 2009
BUSINESS (B)
WASHINGTON CITIES: ELECTRICAL CODE WITH
APPLICABLE RW 19.28 & WAC 296-46B
TENANT SQUARE FOOTAGE:
PLUMBING
2015 UNIFORM PLUMBING CODE (UPC), WAC
(area of work)
CODE
51-56 & 51-57 INCL. APPENDIX CHAPTERS H
2;N41 SF
& L — EXCL. SECTIONS L5—L7 & "LAWN
%,)-7
SPRINKLER HEAD" FROM TABLE 6-4 OF
APPENDIX L
ZONING CODE
CITY OF TUKWILA
ACCESSIBILITY
PER ICC A117.1-2010 ACCESSIBLE AND
CODE
USABLE BUILDINGS AND FACILITIES
SPRINKLERS COMPLYING WITH
NFPA 13 (QUICK RESPONSE) ARE REQUIRED FOR THIS
WORK PURSUANT TO IBC.
Legal Description:
TAX PARCEL #: 788892-0020
SOUTHCENTER SQUARE BSIP
Vicin!
LMP
Plan raview L -Approval is subject to errors aria Uri 035
Val of con ruciion docurnonis does not nuim
ilation of any adopted code or ordinance. Rc
,oved FiAol�Copy anda ond onsi acknowl3i
By:
Dat
Property Manager:
WIG PROPERTIES LLC
4811 134TH PLACE SE
BELLEVUE, WA 98006
425.641.2044
DAVID KRUEGER
dkrueger@wigproperties.com
Tenant:
SEATTLE METROPOLITAN CREDIT UNION
1521 1st AVENUE S
SUITE 500
SEATTLE, WA 98134
206.398.5591
ROBIN BLEEKER
robin. bleeker@smcu.com
City of Tukwila
BUILDING DIVISION
PROJECT LOCATION *
SOUTHCENTER SQUARE
17250 SOUTHCENTER PKWY
SUITE 132
TUKWILA, WA 98188
Architect:
JPC ARCHITECTS
909 112TH AVE NE
SUITE 206
BELLEVUE, WA 98004
425.641.9200
TERESA PORTMAN — EXT. 370
teresap@jpcarchitects.com
MARK PETERSON — EXT. 340
markp@jpcarchitects.com
Amu S ]EATT.L.E.
NEM.METkOPOLITAN
1111W CRI'Dit 11�N1`01N
Southcenter Square
17250 Southcenter Blvd.
Tukwila, WA 98188
DESIGN JPC
DRAWN TIP I IVIS
CHECKED TIP
NO. 16-0699
REVISIONS
No changes shall be made to thp scope
Of Work without prior approval of
Tulmila Building Div!si(-,,n
)TE: I'Misiorz will roqUirea r,7 -',v plan submittai
c.nfJ may inz;lfude additional plan revo;-.yj fces
I I
General Contractor: JOIRISDICT
DIP INCORPORATED
19936 BALLINGER WAY NE
SEATTLE, WA 98155 FRE F- -D
D:V '�E
MI 5P
206.361.2989 CO P AN
OV
LIC. NO. DPINCGCO66BU PP i D
TRYGVE OYE
trygve@dpinc.net
12.22.16 PERMIT
RECEIVED
CITY OF TUKWILA
DEC 2 2 2016
PERMIT CENTER
Cover Sheet + Site
I Plan
JAN 17
city of Tu 11a
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17250 Southcenter Blvd.
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DESIGN JPC
DRAWN TIP I IVIS
CHECKED TIP
NO. 16-0699
REVISIONS
No changes shall be made to thp scope
Of Work without prior approval of
Tulmila Building Div!si(-,,n
)TE: I'Misiorz will roqUirea r,7 -',v plan submittai
c.nfJ may inz;lfude additional plan revo;-.yj fces
I I
General Contractor: JOIRISDICT
DIP INCORPORATED
19936 BALLINGER WAY NE
SEATTLE, WA 98155 FRE F- -D
D:V '�E
MI 5P
206.361.2989 CO P AN
OV
LIC. NO. DPINCGCO66BU PP i D
TRYGVE OYE
trygve@dpinc.net
12.22.16 PERMIT
RECEIVED
CITY OF TUKWILA
DEC 2 2 2016
PERMIT CENTER
Cover Sheet + Site
I Plan
JAN 17
city of Tu 11a
IV ;a
BUILDING DI JISION
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Abbreviations:
A/C
AIR CONDITIONNG
ACT
ACOUSTICAL CEILING TILE
AFF
ABOVE FINISH FLOOR
ALT.
ALTERNATE
APPROX.
APPROXIMATE
BD
BOARD
BLDG
BUILDING
BLK
BLOCK
BLKG
BLOCKING
BOT
BOTTOM
B/S
BUILDING STANDARD
BU
BUILT UP
CAB
CABINET
CLG
CEILING
CLR
CLEAR(ANCE)
COL
COLUMN
CONC
CONCRETE
CONS
CONSTRUCTION
CONT
CONTINUOUS
CORR
CORRIDOR
CPT
CARPET
CT
CERAMIC TILE
CTR
CENTER
DEMO
DEMOLITION
DTL
DETAIL
DF
DRINKING FOUNTAIN
DIA
DIAMETER
DIM
DIMENSION
DN
DOWN
DR
DOOR
DWG
DRAWING
DRW
DRAWER
E
EAST
EA
EACH
EL
ELEVATION
ELEC
ELECTRICAL
ELEV
ELEVATOR
EQ
EQUAL
EQUIP
EQUIPMENT
EST
ESTIMATE
EXIST
EXISTING
EXP
EXPANSION
FEC
FIRE EXTINGUISHER CABINET
FF
FACTORY FINISH
FH
FULL HEIGHT
FIN
FINISH(ED)
FLR
FLOOR
FLUOR
FLUORESCENT
FDIC
FURNISH BY OWNER,
HDWR
INSTALL BY CONTRACTOR
FOS
FACE OF STUD(S)
FOC
FACE OF CONCRETE
FOF
FACE OF FINISH
FT
FOOT/FEET
FUR
FURRED/FURRING
GA
GAUGE
GC
GENERAL CONTRACTOR
GL
GLASS/GLAZING
GWB
GYPSUM WALL BOARD
HC
HOLLOW CORE
HCPD
HANDICAPPED
HDR
HEADER
HDWR
HARDWARE
HM
HOLLOW METAL
HORIZ
HORIZONTAL
HR
HOUR
HT
HEIGHT
HVAC
HEATING VENTILATING
SEAL
AIR CONDITIONING
INSUL
INSULATION
JAN
JANITOR
JT
JOINT
KIT
KITCHEN
LAM
LAMINATE(D)
LAV
LAVATORY
LH
LEFT HAND
MAX
MAXIMUM
MECH
MECHANICAL
MTL
METAL
MEZ
MEZZANINE
MFR
MANUFACTURE(R)
MIN
MINIMUM
MISC
MISCELLANEOUS
MTD
MOUNTED
MUL
MULLION
N
NORTH
NIC
NOT IN CONTRACT
NTS
NOT TO SCALE
OA
OVERALL
Oc
ON CENTER
OD
OUTSIDE DIAMETER
OH
OPPOSITE HAND
OPNG
OPENING
P -LAM PLASTIC LAMINATE
PNL PANEL
PR PAIR
PTN PARTITION
RAD
RADIUS
RB
RESILIENT BASE
RT
RESILIENT TILE
REF
REFERENCE
REFIR
REFRIGERATOR
REINIF
REINFORCING
REQ
REQUIRED
REV
REVISION
RH
RIGHT HAND
RM
ROOM
RO
ROUGH OPENING
S
SOUTH
SC
SOLID CORE
SEAL
SEALANT
SECT
SECTION
SHT
SHEET
Sim
SIMILAR
SPEC
SPECIFICATION
SQ
SQUARE
Ss
STAINLESS STEEL
STIL
STEEL
STOR
STORAGE
STRUC
STRUCTURAL
SUSP
SUSPENDED
TEL
TELEPHONE
TEMP
TEMPERED
TFTI
TENANT FURNISHED
& TENANT INSTALLED
THK
THICK(NESS)
THRESH
THRESHOLD
TV
TELEVISION
TYP
TYPICAL
UNFIN
UNFINISHED
UNO
UNLESS NOTED OTHERWISE
VCT
VINYL COMPOSITION TILE
VEN
VENEER
VERT
VERTICAL
VESTI
VESTIBULE
VFY
VERIFY
VWC
VINYL WALL CDVERING
W
WEST/WIDE
W/
WITH
WD
WOOD
W/o
WITHOUT
WT
WEIGHT
General Notes:
1 REFER TO BASIC BUILDING SPECIFICATIONS, REQUIREMENTS AND STANDARDS FOR
EXISTING SHELL AND CORE CONSTRUCTION. ALL WORK IS TO BE COMPATIBLE WITH
EXISTING CONSTRUCTION.
2. ALL WORK SHALL CONFORM TO APPLICABLE CURRENT FEDERAL, STATE AND LOCAL
CODES. THE CONTRACTOR IS TO PROVIDE FOR ALL REQUIRED NOTIFICATION OF AND
COORDINATION WITH CITY AND STATE AGENCIES, AND PROVIDE REQUIRED PERMITS. ALL
TESTS AND INSPECTIONS ASSOCIATED WITH OBTAINING APPROVALS TO PROCEED WITH
AND COMPLETE THE WORK SHALL BE PAID FOR BY THE CONTRACTOR.
3. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS,
EQUIPMENT AND TRANSPORTATION NECESSARY OR REASONABLY INFERABLE AS BEING
NECESSARY FOR THE EXECUTION OF THE WORK. BY SUBMITTING A PROPOSAL, THE
CONTRACTOR REPRESENTS THAT THOROUGH EXAMINATION OF THE SITE AND ALL EXISTING
CONDITIONS AND LIMITATIONS HAVE BEEN MADE AND THAT THE CONTRACT DOCUMENTS
HAVE BEEN EXAMINED IN COMPLETE DETAIL, AND THAT IT IS DETERMINED BEYOND
DOUBT THAT THE DRAWINGS, SPECIFICATIONS AND EXISTING CONDITIONS ARE SUFFICIENT,
ADEQUATE AND SATISFACTORY FOR CONSTRUCTION OF THE WORK. WHERE MINOR
ADJUSTMENTS TO THE WORK ARE NECESSARY FOR THE PURPOSES OF FABRICATION AND
INSTALLATION OF ITEMS, OR RESOLUTIONS OF CONFLICTS BETWEEN ITEMS, WITHIN THE
INTENT OF THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL MAKE SUCH
ADJUSTMENTS AT NO ADDED EXPENSE TO THE OWNER. WHERE SUCH MINOR
ADJUSTMENTS AFFECT FUNCTIONAL OR AESTHETIC DESIGN OF THE WORK, THEY SHALL
BE SUBMITTED TO THE ARCHITECT FOR REVIEW AND APPROVAL.
4. THE CONTRACTOR SHALL COORDINATE ALL OPERATIONS WITH THE OWNER, INCLUDING
AREA FOR WORK, MATERIALS STORAGE, AND ACCESS TO AND FROM THE WORK, SPECIAL
CONDITIONS OR NOISY WORK, TIMING OF WORK AND INTERRUPTION OF MECHANICAL AND
ELECTRICAL SERVICES. NOISY OR DISRUPTIVE WORK SHALL BE SCHEDULED AT LEAST
ONE (1) WEEK IN ADVANCE OF THE TIME WORK IS TO COMMENCE.
5. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE HIGHEST STANDARD OF
WORKMANSHIP IN GENERAL AND WITH SUCH STANDARDS AS ARE SPECIFIED.
6. CONTRACTOR SHALL ADHERE TO ALL BUILDING STANDARDS. ANY CHANGES TO SAME
SHALL BE SUBMITTED TO ARCHITECT IN WRITING FOR APPROVAL.
7. CONTRACTOR SHALL SUBMIT SAMPLES OF ALL FINISHES OF SUCH SIZE AND NUMBER
THAT THEY REPRESENT A REASONABLE DISTRIBUTION OF COLOR RANGES AND PATTERN
PRIOR TO INSTALLATION FOR ARCHITECT'S APPROVAL. CONTRACTOR SHALL PROVIDE
SHOP DRAWINGS AND PRODUCT DATA FOR ARCHITECT'S APPROVAL ON ALL SPECIAL
ITEMS REQUIRING CUSTOM FABRICATION. (SHALL INCLUDE RATED FIRE DOORS AND
HARDWARE).
8. CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND CONDITIONS ON SITE AND NOTIFY
ARCHITECT OF ANY DISCREPANCIES. CONTRACTOR IS NOT TO SCALE OFF DRAWINGS.
9. CONTRACTOR SHALL PROVIDE 18 -GAUGE SHEET METAL BACKING IN PARTITIONS FOR ALL
WALL -MOUNTED FIXTURES AND DEVICES UNLESS INDICATED OTHERWISE ON THE
DRAWINGS.
10. ALL FLOORS SHOULD BE LEVEL AND NOT VARY MORE THAN 1/4- IN 10'-0". THE
CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY CONDITIONS THAT DO NOT MEET THIS
STANDARD.
11. ALL MATERIALS INDICATED TO MATCH EXISTING SHALL DO SO WITH RESPECT TO SIZE,
SHAPE, COLOR, TEXTURE, PATTERN, QUALITY AND METHOD OF INSTALLATION INSOFAR
AS PRACTICABLE AND SHALL BE APPROVED BY THE ARCHITECT BEFORE USE.
12. ALL FIREPROOFING DISTURBED DURING CONSTRUCTION SHALL BE REPLACED TO MATCH
ORIGINAL FIRE PROTECTION LEVELS. (OBTAIN REQUIRED APPROVALS AND TESTING).
13. THE FLOORS MAY BE OCCUPIED DURING CONSTRUCTION. THE CONTRACTOR SHALL
PROTECT ALL PERSONNEL, PASSERSBY OR VISITORS TO THE SITE FROM HARM AND
INJURY. BARRIERS SHALL BE INSTALLED AS REQUIRED TO PROTECT EQUIPMENT
INSTALLED DURING CONSTRUCTION. CAREFULLY MAINTAIN AND PROTECT MONUMENTS,
BENCH MARKS AND THEIR REFERENCE POINT FROM BEING DESTROYED OR DISTURBED;
REPLACE AS REQUIRED.
14. EXISTING WORK DAMAGED AS A RESULT OF WORK DONE UNDER THIS CONTRACT SHALL
BE REPAIRED TO ORIGINAL CONDITION AND FINISHED TO MATCH ADJACENT FINISHES,
SUBJECT TO ARCHITECT'S APPROVAL, AND AT NO ADDITIONAL COST TO OWNER. ALL
REPLACEMENT MATERIALS REQUIRED TO MATCH EXISTING MATERIALS SHALL DO SO WITH
RESPECT TO TYPE, PATTERN, TEXTURE, SIZE, SHAPE, COLOR AND METHOD OF
INSTALLATION INSOFAR AS PRACTICABLE, AND SHALL BE APPROVED BY THE ARCHITECT
AND OWNER PRIOR TO INSTALLATION.
15. ALL EXISTING MECHANICAL AND ELECTRICAL EQUIPMENT AND SERVICES DISRUPTED OR
REMOVED DURING CONSTRUCTION SHALL BE RESTORED AND REPLACED UNLESS NOTED
OTHERWISE. FIRE/LIFE SAFETY SYSTEMS TO BE MAINTAINED DURING CONSTRUCTION.
16. INSTALLATION OF MECHANICAL, ELECTRICAL AND STRUCTURAL SYSTEMS WILL REQUIRE
OPENING OF SOME EXISTING WALLS, CEILINGS OR FLOOR CAVITIES. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR THE REPAIR OF THESE OPENINGS TO MATCH EXISTING,
EXCEPT WHERE NOTED OTHERWISE. FILL ALL HOLES AND VOIDS IN FLOORS, WALLS AND
CEILINGS WHICH RESULT FROM INSTALLATION OF WORK, AND REMOVAL OF EXISTING
MATERIALS AND EQUIPMENT REQUIRED BY THIS CONTRACT. PATCHED AREAS SHALL
MATCH THE MATERIALS, FINISHES, AND LEVELS ADJACENT, OR SHALL BE PUT IN THE
PROPER CONDITION TO RECEIVE THE FINISH INDICATED.
17. OPENINGS REQUIRED FOR NEW WORK THAT PENETRATES EXISTING STRUCTURE SHALL BE
COORDINATED WITH OWNER PRIOR TO COMMENCING THE WORK. ANY OPENING OVER 2"
IN DIAMETER SHALL BE REVIEWED AND APPROVED BY OWNER. THROUGH CONCRETE
SLABS OR WALLS, OR MASONRY WALLS, ALL ROUND HOLES SHALL BE CORE DRILLED
WITH A DIAMOND DRILL AND ALL RECTANGULAR OPENINGS SHALL BE CUT WITH A
DIAMOND SAW. IN NO CASE SHALL ANY STRUCTURAL MEMBER BE CUT. USE
CARBIDE -TIPPED DRILLS FOR GYPSUM WALLBOARD PARTITIONS. KEEP OVERCUTTING TO
A MINIMUM. MAINTAIN CONTINUITY AND INTEGRITY OF FIRE SEPARATION AT ALL TIMES.
GROUT AROUND CONDUITS PASSING THROUGH CONCRETE WALLS AND FLOORS AND
MASONRY WALLS. MAKE PATCHES WITH NEAT, TRIMMED EDGES; MATCH ADJACENT
EXISTING WORK.
18. CONTRACTOR SHALL PROVIDE FLOOR LEVELING AS MAY BE REQUIRED AT SLIDING DOORS,
RELITES WITHOUT BASE, CABINET WORK, AND OTHER LOCATIONS REQUIRING LEVEL
SUBSTRATE. FEATHER CHANGES IN ELEVATION OVER SUFFICIENT AREA TO LIMIT
TRANSITION SLOPE TO 1/8" PER FOOT.
19. MATERIALS, ARTICLES, DEVICES AND PRODUCTS ARE SPECIFIED IN THE DOCUMENTS BY
LISTING ACCEPTABLE MANUFACTURERS OR PRODUCTS, BY REQUIRING COMPLIANCE WITH
REFERENCED STANDARDS, OR BY PERFORMANCE SPECIFICATIONS. FOR ITEMS
SPECIFIED BY NAME, SELECT ANY PRODUCT NAMED. FOR THOSE SPECIFIED BY
REFERENCE STANDARDS OR BY PERFORMANCE SPECIFICATIONS SELECT ANY PRODUCT
MEETING OR EXCEEDING SPECIFIED CRITERIA. FOR APPROVAL OF AN ITEM NOT
SPECIFIED, SUBMIT REQUIRED SUBMITTALS, PROVIDING COMPLETE BACK-UP INFORMATION
FOR PURPOSES OF EVALUATION. WHERE BUILDING STANDARD ITEMS ARE CALLED FOR,
NO SUBSTITUTE WILL BE ACCEPTED.
20. CONTRACTOR SHALL PROVIDE FOR ALL WORK REQUIRED TO MAINTAIN COMPLIANCE WITH
LOCAL FIRE CODE. PROVIDE FOR ALL REQUIRED SHOP DRAWINGS AND APPROVALS.
CONTRACTOR IS RESPONSIBLE FOR PROVIDING FIRE ALARM SYSTEM AUDIBILITY.
21. MECHANICAL AND ELECTRICAL FIXTURES, OUTLETS, ETC., WHEN SHOWN ON THE
ARCHITECTURAL DRAWINGS, ARE FOR LOCATION INFORMATION ONLY. MECHANICAL AND
ELECTRICAL TO BE DESIGNED BY OTHERS. ALL CIRCUITING COORDINATION TO BE BY
OTHERS.
22. CONTRACTOR IS TO PROVIDE DRAWINGS FOR ARCHITECT'S APPROVAL SHOWING LOCATIONS
OF ALL HVAC THERMOSTATS, GRILLES AND DIFFUSERS, FIRE AND SMOKE DETECTION
DEVICES INCLUDING SPRINKLERS, SMOKE DETECTORS, FIRE EXTINGUISHERS AND HOSE
CABINETS, PLUMBING AND PLUMBING EQUIPMENT.
23. ANY CHANGE IN LIGHT FIXTURE PLACEMENT DUE TO INTERFERENCE OF MECHANICAL OR
STRUCTURAL COMPONENTS MUST BE APPROVED BY THE ARCHITECT.
24. ALL PERMITS INCLUDING FIRE, MECHANICAL, AND ELECTRICAL TO BE FILED SEPARATELY.
25. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED, SPACKLED AND SANDED SMOOTH
WITH NO VISIBLE JOINTS. PATCH AND REPAIR SURFACES TO MATCH ADJACENT OR
ADJOINING SURFACES WHERE REQUIRED. ALL SURFACES SHALL BE ALIGNED.
26. MODIFY EXISTING SUBSTRATE AS REQUIRED TO RECEIVE NEW FLOORING MATERIALS, THUS
PREVENTING NOTICEABLE LUMPS OR DEPRESSIONS.
27. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND TRUE.
28. REFER TO MILLWORK SHOP DRAWINGS FOR SPECIFIC DETAILS OF COORDINATION BETWEEN
DRYWALL/MILLWORK CONDITIONS.
29. ALL GLASS SHALL BE CLEAR TEMPERED GLASS, UNLESS OTHERWISE NOTED. GLAZING
TONG MARKS SHALL NOT BE VISIBLE. CLEAN AND POLISH ALL GLASS PRIOR TO
PROJECT DELIVERY.
30. ALL MILLWORK TO BE FASTENED TO THE PARTITION. PROVIDE NON-COMBUSTIBLE
BLOCKING FOR ALL MILLWORK NOT SUPPORTED BY FLOOR OR ABOVE 4'-0" HT. ALL
CONCEALED LUMBER & BLOCKING TO BE FIRE TREATED.
31. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR: HVAC, CARPET SEAMING, LIGHTING,
CASEWORK.
32. MOISTURE TEST - REQUIRED FOR ALL ON GRADE SLAB CONDITIONS DURING THE
CONSTRUCTION ESTIMATING/BUDGETING PROCESS THE GENERAL CONTRACTOR SHALL BE
RESPONSIBLE FOR OBTAINING FROM THE BUILDING OWNER DOCUMENTATION AS TO THE
VAPOR EMISSIONS RATE (MOISTURE TEST) FOR ALL 'ON GRADE SLAB CONDITIONS'. THIS
INFORMATION SHOULD THEN BE IMMEDIATELY SHARED BETWEEN THE ARCHITECT, THE
ARCHITECTS' SELECTED FLOORING REPRESENTATIVE(S) AND FLOORING SUB -CONTRACTOR
FOR REVIEW AND APPROVAL OF APPLICABLE MATERWS AND ANCILLARY
INSTALLATION/FINISH PRODUCTS. IF NO MOISTURE TEST CAN BE FURNISHED OR IF
FINDING ARE IN QUESTION THE GENERAL CONTRACTOR SHALL PERFORM THE FOLLOWING
TESTS:
A. PROVIDE (3) CALCIUM CHLORIDE MOISTURE TESTS FOR THE FIRST THOUSAND SQUARE
FEET AND (1) TEST FOR EVERY ONE THOUSAND SQUARE FEET THEREAFTER AT ALL
FLOORS WITHIN SCOPE OF WORK. THE CALCIUM CHLORIDE TEST SHALL BE
CONDUCTED IN ACCORDANCE WITH THE LATEST EDITION OF ASTIM F 1869 "STANDARD
TEST METHOD" FOR MEASURING VAPOR EMISSIONS RATE OF CONCRETE SUN -FLOOR
USING ANHYDROUS CALCIUM CHLORIDE. PROVIDE A WRITTEN REPORT OF FINDINGS TO
THE ARCHITECT AS NOTED ABOVE.
B. PROVIDE A PH PENCIL TEST AT ALL FLOORS WITHIN SCOPE OF WORK. PROVIDE A
WRITTEN REPORT OF FINDINGS TO THE ARCHITECT AS NOTED ABOVE.
IF REQUIRED BY THE CALCIUM CHLORIDE TEST, A WATERPROOF MEMBRANE SHALL BE
APPLIED TO ALL FLOORS WITHIN THE SCOPE OF WORK. THE WATERPROOF
MEMBRANE(S) SHALL BE APPROPRIATED FOR EACH FINISH FLOORING APPLICATION AS
SPECIFIED BY THE SPECIFIC FLOORING MANUFACTURER VIA THE ARCHITECT. A LICENSED
INSTALLER SHALL BE UTILIZED FOR INSTALLATION/APPLICATION OF EACH SPECIFIC
MEMBRANE (AS APPLICABLE TO THE FINISH FLOORING PRODUCT) AND A WRITTEN
WARRANTY SHALL BE PROVIDED DOCUMENTING STRICT CONFORMANCE TO THE SPECIFIED
MANUFACTURES INSTALLATION REQUIREMENTS TO ENSURE AND UPHOLD ALL
PERFORMANCE AND LIFE CYCLE GUARANTEES.
33. CONCRETE SLAB ON GRADE REPAIR - MINOR SCOPE (100 SQUARE FEET OR LESS)
WHERE CONCRETE SLAB ON GRADE INFILL AND TRENCHING MUST OCCUR; CONDUCT THE
APPROPRIATE UNDER SLAB INVESTIGATION (VIA SONO -GRAPH AND/OR X-RAY) TO
LOCATE EXISTING UTILITIES OR OTHER OBSTRUCTIONS THAT SHOULD NOT BE DAMAGED.
SAW CUT SLAB AT SUBJECT AREA(S) AND PULL BACK THE EXISTING VAPOR BARRIER (IF
PRESENT) AND PROTECT FOR FUTURE RE- INSTALLATION. EXECUTE THE NECESSARY
UNDER SLAB WORK (INCLUDING EXCAVATION), BACKFILL AND RE -COMPACT THE SUBJECT
AREA WITH THE PREVIOUSLY HELD MATERIALS (IF THE EXCAVATED MATERIALS ARE NOT
SUITABLE FOR RE -INSTALLATION, DISCARD AND PROVIDE NEW FREE DRAINING GRANULAR
MATERIAL). RE -COMPACT FILL SOIL TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY
(MDD) OBTAINED IN GENERAL ACCORDANCE WITH THE ASTM D 1557 TEST PROCEDURE.
RE -INSTALL THE EXISTING VAPOR BARRIER AND BIND SEAMS WITH MINIMUM 3" WIDE
PRESSURE SENSITIVE TAPE TO ENSURE AN AIR/MOISTURE RESISTANT BOND. ATTACH
NEW INFILL TO EXISTING CONCRETE SLAB WITH 18 INCH LONG #4 REBAR AT 24 INCHES
ON CENTER EMBEDDED 8 INCHES INTO THE EXISTING CONCRETE SLAB WITH HILTI
HY-150 ADHESIVE (OR SIMPSON SET ADHESIVE). REINFORCEMENT SHALL BE INSTALLED
PER ADHESIVE MANUFACTURIER'S RECOMMENDATIONS. PROVIDE W2 X W2 X 6 X 6
WELDED WIRE FABRIC WITHIN SUBJECT AREA(S), INFILL SLAB TO MATCH THICKNESS OF
ADJACENT SURFACE(S) (BUT NOT BE LESS THAN FOUR INCHES THICK) AND #4 DOWELS
SHALL BE CENTERED IN SLAB. THE CONCRETE SHALL HAVE A. MINIMUM .28 DAY -
COMPRESSIVE STRENGTH OF 3000 PSI WITH A MAXIMUM WATER CEMENT RATION OF 0.58
AND IS TO BE PLACED LEVEL WITH ADJACENT SURFACES. LET CURE AND PROVIDE
MOISTURE TESTING AS SPECIFIED ABOVE.
IF SCOPE OF WORK INCLUDES STRUCTURAL ELEVATED SLABS CONSULT A STRUCTURAL
ENGINEER. REFER TO STRUCTURAL PLANS, IF APPLICABLE, FOR ADDITIONAL
SPECIFICATIONS AND REQUIREMENTS.
34. CLEAN, REPAIR ANY EXISTING PERIMETER BLINDS AS REQUIRED TO BE IN A FULLY
FUNCTIONING & OPERATIONAL MANNER.
35. COORDINATE WITH SUB -CONTRACTORS THE LOCATIONS OF ELECTRICAL AND VOICE/DATA
OUTLETS, PLUMBING AND OTHER DEVICES WITH LAYOUT AND DESIGN OF CUSTOM
CASEWORK.
36. CASEWORK SHALL CONFORM TO A.W.I. CURRENT STANDARDS.
37. EGRESS LIGHTING SHALL BE DESIGNED BY A LICENSED ELECTRICAL ENGINEER BASED ON
FINAL FLOOR PLAN(S) AND THE MOST CURRENT (IN FORCE) ISSUE OF THE IBC, IEC
AND LOCAL CODES/ORDINANCES. THE ENGINEER MAY USE THE ARCHITECTS EGRESS
MAPS (COMMON PATH OF TRAVEL/EXIT TRAVEL DISTANCE) AS STARTING POINT FOR A
BASIS OF DESIGN. HOWEVER, IT SHALL REMAIN THE SOLE RESPONSIBILITY OF THE
ENGINEER TO COMPLETE A SCOPE OF WORK THAT ADDRESSES ALL EGRESS LIGHTING
I.E.; ROOMS, SPECIALIZED SPACES, PATHWAYS, ETC. PER THE AFOREMENTIONED CODES.
FINAL EGRESS LIGHTING QUANTITIES AND LOCATIONS SHALL BE DETERMINED BY BUILDING
AND FIRE INSPECTOR'S FIELD PLACEMENT DETERMINATION.
DOOR NUMBER REFERENCE.
A3 REVISION REFERENCE
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DESIGN JPC
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12.22.16 PERMIT
RECEIVED
CITY OF TUKWILA
DEC 2 2 2016
PERMIT CENTER
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SCOPE OF WORK
Floor 1 Occupant Load:
REFER TO 2015 IBC TABLE 1004.1.2 FOR LOAD FACTOR
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Oman SEEN! Samoa WOMEN Minimal Oman Minimal Malawi Malawi Millions 101001110 Malawi 101001110 Samoa Oman Somalia Malawi Nana anown
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Room
Number
Square
Footage
Load
Factor
Occupant
Load
B
OPEN OFFICE
1001
1,725
)/100
18.0
B
STORAGE
1006
120
Y300
1-0
a)
a
PRIVATE
COLLABORATION
1008
44
yl 5
3.0
M 1009
B J
-7 5 -SF -
1:300
7SF
1 OCC
C ci
OP N
N
1001
Ll OPEN COFFEE
C, , %B
1,725
18 nrr_
1:1
rM
TOTAL TRAVEL DISTANCE
an � an i an � mom 10110 an I INE
General Notes:
1 MEANS OF EGRESS ILLUMINATION: THE MEANS OF EGRESS (EXIT PATHWAY) AND THE EXIT
DISCHARGE DOOR SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING IS OCCUPIED AT AN
ILLUMINATION LEVEL NOT LESS THAN 1 -FOOT CANDLE (10 LUX) AT THE WALKING
SURFACE LEVEL PER SBC 1006. LIGHTING MUST BE PROVIDED WITH EMERGENCY BATTERY
BACK-UP PER SBC 1006.3.
2. EGRESS LIGHTING SHALL BE DESIGNED BY A LICENSED ELECTRICAL ENGINEER BASED ON FINAL
FLOOR PLAN(S) AND THE MOST CURRENT (IN FORCE) ISSUE OF THE IBC, IEC AND LOCAL
CODES/ORDIANANCES. THE ENGINEER MAY USE THE ARCHITECTS EGRESS MAPS (COMMON PATH
OF TRAVEL/EXIT TRAVEL DISTANCE) AS STARTING POINT FOR A BASIS OF DESIGN. HOWEVER,
IT SHALL REMAIN THE SOLE RESPONSIBILITY OF THE ENGINEER TO COMPLETE A SCOPE OF
WORK THAT ADDRESSES ALL EGRESS LIGHTING I.C.; ROOMS, SPECIALIZED SPACES, PATHWAYS,
ETC. PER THE AFOREMENTIONED CODES. FINAL EGRESS LIGHTING QUANTITIES AND LOCATIONS
SHALL BE DETERMINED BY BUILDING AND FIRE INSPECTOR'S FIELD PLACEMENT DETERMINATION.
Legend:
4 ---
"COMMON PATH OF EGRESS TRAVEL" IS LESS THAN 100'-0" (75'-0" FOR NO QUICK
RESPONSE OR NON SPRINKLERED) AS ALLOWED WITH BUILDING EQUIPPED THROUGHOUT WITH
AN AUTOMATIC SPRINKLER SYSTEM, PER 2015 IBC 1006, TABLE 1006.2.1 FOR "B" OCCUPANCY
03
Q
98 40,
4/1
STORAGE
1006
9 B
120 SF
1:300
I/
COL ION F R N COL ION
1019 1018
B B
130 SF 130 SF
1:15 1:15
9 OCC 9 OCC
WFR N/",�� 03
A
Iv -
"TOTAL EXIT ACCESS TRAVEL DISTANCE" IS LESS THAN 300'-0" (200'-0" FOR NO QUICK EXIT
RESPONSE OR NON SPRINKLERED) AS ALLOWED WITH BUILDING EQUIPPED THROUGHOUT WITH
AN AUTOMATIC SPRINKLER SYSTEM, PER 2015 IBC 1017, TABLE 1017.2 FOR "B" OCCUPANCY.
B OCCp DENOTES OCCUPANCY
- DENOTES SQUARE FOOTAGE
xxxx SF
1:1 ' DENOTES OCCUPANT LOAD FACTOR
XX OCCp UtNOTES NUMBER OF OCCUPANTS
Key Notes:
ADA PARALLEL APPROACH CLEARANCE PER ICC A117.1, SECTION 606.2, EXCEPTION 1.
FIRE EXTINGUISHER CABINET
ADA FORWARD APPROACH CLEARANCE PER ICC A117.1, SECTION 606.2
ALL NEW BUILT-IN COUNTERS REQUIRED TO BE ACCESSIBLE TO BE +34" HIGH PER ICC A117.1
SECTION 308.3.2.
EXIT SIGN
Plumbing Code Notes:
1. REFER TO IBC 2015 CHAPTER 29 TABLE 2902.1 FOR PLUMBING FIXTURE CALCULATIONS,
MINIMUM FIXTURES REQUIRED.
2. TOTAL OCCUPANT LOAD = 59 OCCUPANTS
ASSUME EQUAL PARTS MALE AND FEMALE = 30 MALE AND 30 FEMALE
(1) STALL IS REQUIRED PER 25 OCCUPANTS FOR THE FIRST 50 OCCUPANTS, (1) PER 50 FOR
THE REMAINDER EXCEEDING 50.
(4) STALL ARE REQUIRED, (4) STALL ARE PROVIDED (EQUAL PARTS MALE AND FEMALE)
3. (1) LAVATORY IS REQUIRED PER 40 OCCUPANTS FOR THE FIRST 80 OCCUPANTS, (1) PER 80
FOR THE REMAINDER EXCEEDING 80. (2) LAVATORY IS REQUIRED AND (2) IS PROVIDED.
EXIT
Overall Building Plan
Scale: N.T.S.
PRIVATE
C ,
0 �44 S�
COMMON PATH OF TRAVEL
26'-2"
CONF R N
101692
8
119 SF
1:15
8 OCC
MR
cs-
--<D (J
7 WORK
F'100 �15
B
19 8 SF
1:300
1 OCC
SCOPE OF WORK
Name oname wooma nomon woman onown monon"
4%ftMoonw nowns Nonni woman unions Nonni Noonan
000-!� EXIT . \ \
3
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Mezzanine Exit Plan
Scale: 1/4"=l' -O"
STORAGE
110141
B
112 SF
1:300
1 OCC
First Floor Exit Plan
Scale: 1/4"=11'-O"
TOTAL I 1 1 3,467 59.0
Code Notes:
1 . TOTAL USABLE AREA: 3,467 USF
2. TOTAL OCCUPANTS: 59 OCCUPANTS
3. THIS BUILDING IS SPRINKLERED AND HAS AN EMERGENCY VOICE/ALARIV
COMMUNICATION SYSTEM, THEREFORE, PER IBC 1005.3.1 & 1005.3.2
EXCEPTION: 0.2" PER OCCUPANT FOR THE STAIRWAY AND 0.15" PER
OCCUPANT FOR OTHER EGRESS COMPONENTS IS USED FOR THE
FOLLOWING CALCULATIONS. (IF NOT, USE 0.3" PER OCCUPANT FOR THE
STAIRWAY AND 0.2" PER OCCUPANT FOR OTHER EGRESS COMPONENTS).
4. EGRESS COMPONENTS WIDTH REQUIRED: 59 * 0.2 = 11.8".
V)
Floor 1 Occupant Load:
REFER TO 2015 IBC TABLE 1004.1.2 FOR LOAD FACTOR
Occupancy
Room Name
Room
Number
Square
Footage
Load
Factor
Occupant
Load
B
OPEN OFFICE
1001
1,725
)/100
18.0
B
STORAGE
1006
120
Y300
1-0
a)
a
PRIVATE
COLLABORATION
1008
44
yl 5
3.0
-
(L)
B
ATM / ITM
1009
115
Y300
1.0
B
STORAGE
1014
112
Y300
1.0
B
WORK ROOM
1015
198
Y300
1.0
B
CONFERENCE
1016
119
yl 5
8.0
B
CONFERENCE
1018
130
yl 5
9.0
B
CONFERENCE
1019
130
yl 5
9.0
B
STAFF AREA
2001
660
Y1 00
7
1 B
ISTORAGE
1 2002
1 114
1 IV3 0 0
1
TOTAL I 1 1 3,467 59.0
Code Notes:
1 . TOTAL USABLE AREA: 3,467 USF
2. TOTAL OCCUPANTS: 59 OCCUPANTS
3. THIS BUILDING IS SPRINKLERED AND HAS AN EMERGENCY VOICE/ALARIV
COMMUNICATION SYSTEM, THEREFORE, PER IBC 1005.3.1 & 1005.3.2
EXCEPTION: 0.2" PER OCCUPANT FOR THE STAIRWAY AND 0.15" PER
OCCUPANT FOR OTHER EGRESS COMPONENTS IS USED FOR THE
FOLLOWING CALCULATIONS. (IF NOT, USE 0.3" PER OCCUPANT FOR THE
STAIRWAY AND 0.2" PER OCCUPANT FOR OTHER EGRESS COMPONENTS).
4. EGRESS COMPONENTS WIDTH REQUIRED: 59 * 0.2 = 11.8".
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DESIGN JPC
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NO. 16-0699
12.22.16 PERIM11T
0
RECEIVED .
CITY OF TUKWILA
DEC 2 2 2016
PERMIT CENTER
5. MINIMUM (2) EXITS REQUIRED PER IBC 1021.2, , (2) EXITS HAVE BEREVIEWElIZAR
PROVIDED. COD = COMPLIANC
6. EGRESS DOORS WITH CARD READERS SHALL BE FAIL-SAFE TO RE VAIN &PPROVED
UNLOCK DURING AN EVENT/EMERGENCY. J M 17 2017
7. NON -EGRESS DOOR WITH CARD READERS SHALL BE FAIL-SAFE T9 -
REMAIN LOCK DURING AN EVENT/EMERGENCY. DOOR CAN STILL B CIty of Tukwila
OPEN WITH A KEY DURING SUCH EVENT/EMERGENCY. [BUIL)ING DIVISIAl
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SCOPE OF WORK
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Symbols Legend:
ME== ELECTRICAL PANEL
NO DESIGNATION = EXISTING
D = DEMOLISH
TYR
El
Key Notes:
NO WORK THIS AREA, UNLESS OTHERWISE INDI CATED.
REMOVE EXISTING STOREFRONT SYSTEM AS NECESSARY TO ACCOMMODATE
NEW AUTOMATIC TELLER MACHINE. REFER TO FLOOR PLAN FOR NEW
SCOPE OF WORK.
DEMOLISH AND DISPOSE OF EXISTING COUNTERTOP, BACKSPLASH + SINK.
PATCH AND REPAIR AFFECTED AREAS, INCLUDING BUT NOT LIMITED TO
WALLS, FLOORS AND CEILINGS AS REQUIRED MATCHING EXISTING FINISH
MATERIALS, UNO.
EXISTING ELECTRICAL PANELS SCHEDULED TO REMAIN.
EXITING TOILET PARTITIONS AND HARDWARE SCHEDULED TO BE REMOVED.
PATCH AND REPAIR AFFECTED AREAS, INCLUDING BUT NOT LIMITED TO
WALLS, FLOORS AND CEILINGS AS REQUIRED MATCHING EXISTING FINISH
MATERIALS, UNO.
DEMOLISH AND DISPOSE OF EXISTING WALL MOUNTED SINK. PATCH AND
REPAIR AFFECTED AREAS, INCLUDING BUT NOT LIMITED TO WALLS, FLOORS
AND CEILINGS AS REQUIRED MATCHING EXISTING FINISH MATERIALS, UNO.
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EXISTING FIXTURES SCHEDULED TO BE REMOVED AS REQUIRED FOR
INSTALLATION OF NEW FLOORING, THEN REINSTALLED. REFER TO NEW
FLOOR PLAN FOR FURTHER REQUIREMENTS. PROTECT DURING
CONSTRUCTION.
EXISTING TUBE STEEL COLUMN SCHEDULED TO REMAIN.
EXISTING BEARING WALL. REMOVE STUDS BELOW OPENING. HEADER TC
REMAIN.
EXISTING SHELF SCHEDULED TO BE REMOVED
DEMOLISH ELECTRICAL, LOW VOLTAGE AND LIFE SAFETY
EQUIPMENT/DEVICES (INCLUDING LOW VOLTAGE CABUNG) AS REQUIRED
DUE TO DEMOLITION. AT LOCATIONS WHERE ELECTRICAL IS TO BE
REMOVED, TERMINATE WIRING AT CLOSEST JUNCTION BOX OR DEMOLISH
WIRING BACK TO PANEL.
EXISTING HANDRAILS SCHEDULED TO REMAIN.
EXISTING BEARING WALL SCHEDULED TO REMAIN.
ALL STUBBED UP PIFES AND FLOOR SINKS TO BE REMOVED AS
REQUIRED FOR NEW BUILDOUT. PATCH CONCRETE FLOOR AS REQUIRED.
6
L (0
110
Demolition Notes:
8. NO EXISTING SMOKE DETECTOR, PUBLIC ADDRESS SPEAKER, FIRE ALARM
1. OBTAIN DEMOLITION PERMITS AND INCLUDE ALL COSTS OF SAME IN BOX OR SIMILAR DEVICE, INCLUDING THE ASSOCIATED WIRING SHALL BE
CONTRACT PRICE. DAMAGED DURING DEMOLITION AND SUBSEQUENT CONSTRUCTION.
RELOCATION OF SMOKE DETECTORS, PUBLIC ADDRESS SPEAKERS AND
2. FURNISH ALL LABOR AND MATERIALS/EQUIPMENT TO COMPLETE FIRE ALARM EQUIPMENT, NECESSITATED BY NEW CONSTRUCTION, SHALL
DEMOLITION AND REMOVAL OF ALL ITEMS AS INDICATED. BE ACCOMPLISHED AS A FIRST PRIORITY, AND PER THE PLANS. NO
ACTIVE SMOKE DETECTOR SHALL BE COVERED OR OTHERWISE REMOVED
3. CONTRACTOR SHALL KEEP CONSTRUCTION AREA FREE OF DUST AND OR USED FOR OTHER THAN IT'S INTENDED PURPOSE.
DEBRIS FOR THE DURATION OF CONSTRUCTION.
4. IF ANY QUESTIONS ARISE AS TO THE REMOVAL OF ANY MATERIAL, 9. REMOVAL OF ANY EQUIPMENT, CABLING SWITCHES, AND CONDUIT
CLARIFY THE POINT IN QUESTION WITH THE ARCHITECT BEFORE PERTAINING -TO DATA/COMMUNICATIONS AND TELEPHONE SHALL BE
PROCEEDING. VERIFIED WITH TELEPHONE COMPANIES AND TENANT.
5. AT COMPLETION OF DEMOLITION WORK, THE CONSTRUCTION AREA(S)
SHALL BE LEFT IN "BROOM CLEAN' CONDITION. ALL DEBRIS AND
MISCELLANEOUS MATERIAL SHALL BE REMOVED.
6. ALL DEBRIS REMOVAL SHALL BE PERFORMED IN ACCORDANCE WITH
BUILDING MANAGEMENT REQUIREMENTS AND PROCEDURES.
10. REMOVE ALL EXISTING MATERIALS WHICH WOULD CAUSE RISES Of
DEPRESSIONS IN NEW FLOORING SURFACE, SUCH AS FASTENERS,
CORES, COVER PLATES, RESILIENT FLOOR COVERINGS, CARPET, C
PAD, FLASH PATCH, CONCRETE FILL, PLYWOOD, ETC.
11.
7. AS DIRECTED BY BUILDING MANAGEMENT, ALL DOORS, FRAMES,
HARDWARE, MECHANICAL ITEMS, PLUMBING FIXTURES, LIGHT FIXTURES
(INCLUDING DOWN LIGHTS AND FLUORESCENT), AND SPECIAL EQUIPMENT 12.
SHOWN TO BE REMOVED, SHALL BE CLEAN AND FREE OF DEFECTS,
PROTECTED, SAVED AND REUSED AS DIRECTED HEREIN, OR RETURNED
TO BUILDING STOCK. 13.
DEMOLITION IS NOT NECESSARILY LIMITED TO WHAT IS SHOWN ON
DRAWINGS. THE INTENT IS TO INDICATE THE GENERAL SCOPE OF
DEMOLITION REQUIRED TO COMPLETE THE WORK IN ACCORDANCE
THE CONTRACT DRAWINGS.
RATED WALLS SHALL NOT BE PENETRATED UNLESS THE RATING
MAINTAINED.
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17250 Southcenter Blvd.
Tukwila, WA 98188
DESIGN JPC
DRAWN TP I MS
CHECKED TP
NO. 16-0699
12.22.16 PERMIT
RECEIVED
CITY OF TUKWILA
DEC 2 2 2016
PERMIT CENTER
-Fir-qt F oor Demolition
FOR
U I EW
P`5
JTr DI COMPLIANCE Plan
i',PPROVED
J �N 17 2017
TH
C of Tukwila
BUIL)ING DIVISION
I ----] — 1 , 1
DISPOSAL: -ALL DEBRIS REMOVED FROM THE SITE SHALL BE RECYCLED
MUCH AS PRACTICAL AND ALLOWED BY LAW.
@ 2013, JPC Architects, PLLC
V) x
0
C -D C,
CN
V)
0
E
Symbols Legend:
ME== ELECTRICAL PANEL
NO DESIGNATION = EXISTING
D = DEMOLISH
TYR
El
Key Notes:
NO WORK THIS AREA, UNLESS OTHERWISE INDI CATED.
REMOVE EXISTING STOREFRONT SYSTEM AS NECESSARY TO ACCOMMODATE
NEW AUTOMATIC TELLER MACHINE. REFER TO FLOOR PLAN FOR NEW
SCOPE OF WORK.
DEMOLISH AND DISPOSE OF EXISTING COUNTERTOP, BACKSPLASH + SINK.
PATCH AND REPAIR AFFECTED AREAS, INCLUDING BUT NOT LIMITED TO
WALLS, FLOORS AND CEILINGS AS REQUIRED MATCHING EXISTING FINISH
MATERIALS, UNO.
EXISTING ELECTRICAL PANELS SCHEDULED TO REMAIN.
EXITING TOILET PARTITIONS AND HARDWARE SCHEDULED TO BE REMOVED.
PATCH AND REPAIR AFFECTED AREAS, INCLUDING BUT NOT LIMITED TO
WALLS, FLOORS AND CEILINGS AS REQUIRED MATCHING EXISTING FINISH
MATERIALS, UNO.
DEMOLISH AND DISPOSE OF EXISTING WALL MOUNTED SINK. PATCH AND
REPAIR AFFECTED AREAS, INCLUDING BUT NOT LIMITED TO WALLS, FLOORS
AND CEILINGS AS REQUIRED MATCHING EXISTING FINISH MATERIALS, UNO.
CO U-
00
I I
Li
-Iwo
NE,
EXISTING FIXTURES SCHEDULED TO BE REMOVED AS REQUIRED FOR
INSTALLATION OF NEW FLOORING, THEN REINSTALLED. REFER TO NEW
FLOOR PLAN FOR FURTHER REQUIREMENTS. PROTECT DURING
CONSTRUCTION.
EXISTING TUBE STEEL COLUMN SCHEDULED TO REMAIN.
EXISTING BEARING WALL. REMOVE STUDS BELOW OPENING. HEADER TC
REMAIN.
EXISTING SHELF SCHEDULED TO BE REMOVED
DEMOLISH ELECTRICAL, LOW VOLTAGE AND LIFE SAFETY
EQUIPMENT/DEVICES (INCLUDING LOW VOLTAGE CABUNG) AS REQUIRED
DUE TO DEMOLITION. AT LOCATIONS WHERE ELECTRICAL IS TO BE
REMOVED, TERMINATE WIRING AT CLOSEST JUNCTION BOX OR DEMOLISH
WIRING BACK TO PANEL.
EXISTING HANDRAILS SCHEDULED TO REMAIN.
EXISTING BEARING WALL SCHEDULED TO REMAIN.
ALL STUBBED UP PIFES AND FLOOR SINKS TO BE REMOVED AS
REQUIRED FOR NEW BUILDOUT. PATCH CONCRETE FLOOR AS REQUIRED.
6
L (0
110
Demolition Notes:
8. NO EXISTING SMOKE DETECTOR, PUBLIC ADDRESS SPEAKER, FIRE ALARM
1. OBTAIN DEMOLITION PERMITS AND INCLUDE ALL COSTS OF SAME IN BOX OR SIMILAR DEVICE, INCLUDING THE ASSOCIATED WIRING SHALL BE
CONTRACT PRICE. DAMAGED DURING DEMOLITION AND SUBSEQUENT CONSTRUCTION.
RELOCATION OF SMOKE DETECTORS, PUBLIC ADDRESS SPEAKERS AND
2. FURNISH ALL LABOR AND MATERIALS/EQUIPMENT TO COMPLETE FIRE ALARM EQUIPMENT, NECESSITATED BY NEW CONSTRUCTION, SHALL
DEMOLITION AND REMOVAL OF ALL ITEMS AS INDICATED. BE ACCOMPLISHED AS A FIRST PRIORITY, AND PER THE PLANS. NO
ACTIVE SMOKE DETECTOR SHALL BE COVERED OR OTHERWISE REMOVED
3. CONTRACTOR SHALL KEEP CONSTRUCTION AREA FREE OF DUST AND OR USED FOR OTHER THAN IT'S INTENDED PURPOSE.
DEBRIS FOR THE DURATION OF CONSTRUCTION.
4. IF ANY QUESTIONS ARISE AS TO THE REMOVAL OF ANY MATERIAL, 9. REMOVAL OF ANY EQUIPMENT, CABLING SWITCHES, AND CONDUIT
CLARIFY THE POINT IN QUESTION WITH THE ARCHITECT BEFORE PERTAINING -TO DATA/COMMUNICATIONS AND TELEPHONE SHALL BE
PROCEEDING. VERIFIED WITH TELEPHONE COMPANIES AND TENANT.
5. AT COMPLETION OF DEMOLITION WORK, THE CONSTRUCTION AREA(S)
SHALL BE LEFT IN "BROOM CLEAN' CONDITION. ALL DEBRIS AND
MISCELLANEOUS MATERIAL SHALL BE REMOVED.
6. ALL DEBRIS REMOVAL SHALL BE PERFORMED IN ACCORDANCE WITH
BUILDING MANAGEMENT REQUIREMENTS AND PROCEDURES.
10. REMOVE ALL EXISTING MATERIALS WHICH WOULD CAUSE RISES Of
DEPRESSIONS IN NEW FLOORING SURFACE, SUCH AS FASTENERS,
CORES, COVER PLATES, RESILIENT FLOOR COVERINGS, CARPET, C
PAD, FLASH PATCH, CONCRETE FILL, PLYWOOD, ETC.
11.
7. AS DIRECTED BY BUILDING MANAGEMENT, ALL DOORS, FRAMES,
HARDWARE, MECHANICAL ITEMS, PLUMBING FIXTURES, LIGHT FIXTURES
(INCLUDING DOWN LIGHTS AND FLUORESCENT), AND SPECIAL EQUIPMENT 12.
SHOWN TO BE REMOVED, SHALL BE CLEAN AND FREE OF DEFECTS,
PROTECTED, SAVED AND REUSED AS DIRECTED HEREIN, OR RETURNED
TO BUILDING STOCK. 13.
DEMOLITION IS NOT NECESSARILY LIMITED TO WHAT IS SHOWN ON
DRAWINGS. THE INTENT IS TO INDICATE THE GENERAL SCOPE OF
DEMOLITION REQUIRED TO COMPLETE THE WORK IN ACCORDANCE
THE CONTRACT DRAWINGS.
RATED WALLS SHALL NOT BE PENETRATED UNLESS THE RATING
MAINTAINED.
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Southcenter Square
17250 Southcenter Blvd.
Tukwila, WA 98188
DESIGN JPC
DRAWN TP I MS
CHECKED TP
NO. 16-0699
12.22.16 PERMIT
RECEIVED
CITY OF TUKWILA
DEC 2 2 2016
PERMIT CENTER
-Fir-qt F oor Demolition
FOR
U I EW
P`5
JTr DI COMPLIANCE Plan
i',PPROVED
J �N 17 2017
TH
C of Tukwila
BUIL)ING DIVISION
I ----] — 1 , 1
DISPOSAL: -ALL DEBRIS REMOVED FROM THE SITE SHALL BE RECYCLED
MUCH AS PRACTICAL AND ALLOWED BY LAW.
@ 2013, JPC Architects, PLLC
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SCOPE OF WORK
Key Notes:
NO WORK THIS AREA, UNLESS OTHERWISE INDICATED.
EXISTING WINDOW AND FRAME SCHEDULED TO BE REMOVED.
NOT USED.
DEMOLISH ELECTRICAL, LOW VOLTAGE AND LIFE SAFETY
EQUIPMENT/DEVICES (INCLUDING LOW VOLTAGE CABLING) AS REQUIRED
DUE TO DEMOLITION. AT LOCATIONS WHERE ELECTRICAL IS TO BE
REMOVED, TERMINATE WIRING AT CLOSEST JUNCTION BOX OR DEMOLISH
WIRING BACK TO PANEL.
EXISTING RAILING SCHEDULED TO BE REMAIN. EXISTING PANELS AT
RAILING SYSTEM SCHEDULED TO BE REMOVED.
(I A -Mezzanine Demolition Plan
1wil Scale: 1/4"=V-0"
Demolition Notes:
1. OBTAIN DEMOLITION PERMITS AND INCLUDE ALL COSTS OF SAME IN
CONTRACT PRICE.
2. FURNISH ALL LABOR AND MATERIALS/EQUIPMENT TO COMPLETE
DEMOLITION AND REMOVAL OF ALL ITEMS AS INDICATED.
3. CONTRACTOR SHALL KEEP CONSTRUCTION AREA FREE OF DUST AND
DEBRIS FOR THE DURATION OF CONSTRUCTION.
4. IF ANY QUESTIONS ARISE AS TO THE REMOVAL OF ANY MATERIAL,
CLARIFY THE POINT IN QUESTION WITH THE ARCHITECT BEFORE
PROCEEDING.
041
..............
8. NO EXISTING SMOKE DETECTOR, PUBLIC ADDRESS SPEAKER, FIRE ALARM
BOX OR SIMILAR DEVICE, INCLUDING THE ASSOCIATED WIRING SHALL BE
DAMAGED DURING DEMOLITION AND SUBSEQUENT CONSTRUCTION.
RELOCATION OF SMOKE DETECTORS, PUBLIC ADDRESS SPEAKERS AND
FIRE ALARM EQUIPMENT, NECESSITATED BY NEW CONSTRUCTION, SHALL
BE ACCOMPLISHED AS A FIRST PRIORITY, AND PER THE PLANS. NO
ACTIVE SMOKE DETECTOR SHALL BE COVERED OR OTHERWISE REMOVED
OR USED FOR OTHER THAN IT'S INTENDED PURPOSE.
9. REMOVAL OF ANY EQUIPMENT, CABLING SWITCHES, AND CONDUIT
PERTAINING TO DATA/COMMUNICATIONS AND TELEPHONE SHALL BE
VERIFIED WITH TELEPHONE COMPANIES AND TENANT.
10. REMOVE ALL EXISTING MATERIALS WHICH WOULD CAUSE RISES OR
EXISTING HANDRAILS SCHEDULED TO REMAIN. 5. AT COMPLETION OF DEMOLITION WORK, THE CONSTRUCTION AREA(S) DEPRESSIONS IN NEW FLOORING SURFACE, SUCH AS FASTE ERB—,
70 EXISTING OPENING IN FLOOR. INFILL FLOOR AS REQUIRED BASED ON SHALL BE LEFT IN "BROOM CLEAN" CONDITION. ALL DEBRIS AND CORES, COVER PLATES, RESILIENT FLOOR COVERINGS, CARP�ET I C/
PRIOR TENANT'S DEMOLISHED VENT. MISCELLANEOUS MATERIAL SHALL BE REMOVED. PAD, FLASH PATCH, CONCRETE FILL, PLYWOOD, ETC. C
�'_R\ EXISTING SINK SCHEDULED TO BE REMOVED. PATCH AND REPAIR FLOOR 6
AS REQUIRED BASED ON DEMOLITION.
EXISTING OPENING IN FLOOR. INFILL FLOOR AS REQUIRED BASED ON
PRIOR TENANT'S DEMOLISHED DUMBWAITER.
7.
ALL DEBRIS REMOVAL SHALL BE PERFORMED IN ACCORDANCE WITH 11.
BUILDING MANAGEMENT REQUIREMENTS AND PROCEDURES.
AS DIRECTED BY BUILDING MANAGEMENT, ALL DOORS, FRAMES,
HARDWARE, MECHANICAL ITEMS, PLUMBING FIXTURES, LIGHT FIXTURES
(INCLUDING DOWN LIGHTS AND FLUORESCENT), AND SPECIAL EQUIPMENT 12.
SHOWN TO BE REMOVED, SHALL BE CLEAN AND FREE OF DEFECTS,
PROTECTED, SAVED AND REUSED AS DIRECTED HEREIN, OR RETURNED
TO BUILDING STOCK. 13.
A= S EATTLE,
IBM
METKOPOL11AN
Cxtbilt U�N'fu,14
Southicenter Square
17250 Southcenter Blvd.
Tukwila, WA 98188
DESIGN JPC
DRAWN TP I IVIS
CHECKED TP
NO. 16-0699
12.22.16 PERMIT
RECEIVED
CITY OF TUKWILA
DEC 2 2 2016
PERMIT CENTER
Mezzanine Demolition
'R
D 0
i?1LF1AN(CP_ Plan
MED I
DEMOLITION IS NOT NECESSARILY LIMITED TO WHAT IS SHOWN N
DRAWINGS. THE INTENT IS TO INDICATE THE GENERAL SCOPE )F JAN 17 2017
DEMOLITION REQUIRED TO COMPLETE THE WORK IN ACCORDANCE WITH
THE CONTRACT DRAWINGS.
RATED WALLS SHALL NOT BE PENETRATED UNLESS THE RATING !IS City of Tukwila
MAINTAINED. I BUILD&G DIVISION 1-1.2
DISPOSAL: ALL DEBRIS REMOVED FROM THE SITE SHALL BE RECYCLED AS
MUCH AS PRACTICAL AND ALLOWED BY LAW. I @ 2013, JPC Architects, PLLC
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IBM
METKOPOL11AN
Cxtbilt U�N'fu,14
Southicenter Square
17250 Southcenter Blvd.
Tukwila, WA 98188
DESIGN JPC
DRAWN TP I IVIS
CHECKED TP
NO. 16-0699
12.22.16 PERMIT
RECEIVED
CITY OF TUKWILA
DEC 2 2 2016
PERMIT CENTER
Mezzanine Demolition
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i?1LF1AN(CP_ Plan
MED I
DEMOLITION IS NOT NECESSARILY LIMITED TO WHAT IS SHOWN N
DRAWINGS. THE INTENT IS TO INDICATE THE GENERAL SCOPE )F JAN 17 2017
DEMOLITION REQUIRED TO COMPLETE THE WORK IN ACCORDANCE WITH
THE CONTRACT DRAWINGS.
RATED WALLS SHALL NOT BE PENETRATED UNLESS THE RATING !IS City of Tukwila
MAINTAINED. I BUILD&G DIVISION 1-1.2
DISPOSAL: ALL DEBRIS REMOVED FROM THE SITE SHALL BE RECYCLED AS
MUCH AS PRACTICAL AND ALLOWED BY LAW. I @ 2013, JPC Architects, PLLC
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SERVICE
1000 1001 COL 1003 co 1004 1007 1006
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Mm F 7,7777771,77777777W
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FIM
15'-5 1/2"
1021
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COFFEE
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9'-2 1/2"
1020
NJ V-2 1/2"
12'-1 1/2"
ED
03
2 B
P.
Partition Legend:
12'-6 1/2"
1018
EXISTING SHELL & CORE WALLS
NEW FULL HEIGHT PARTITION. REFER TO DETAIL
3/1-9.1.
NEW CEILING HEIGHT PARTITION. REFER TO DETAIL
4/1-9.1
Symbols Legend:
<&- WALL TAG
19-601 V
\,Y
7'-3 1/2"
CLR.
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U 9
V-2 1/2" CO
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Key Notes:
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53-01p
V-6 1/2"
10 15 F ----J 11014
Dimension Notes:
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==NNW
1010
A.
DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS GOVERN. ALL PARTITION 7. DIMENSIONS LOCATING DOORS ARE TO THE INSIDE EDGE OF JAMB.
LOCATIONS SHALL BE AS SHOWN ON PARTITION PLAN. IN CASE OF U.N.O.
CONFLICT NOTIFY ARCHITECT. PARTITION PLAN BY ARCHITECT TAKES
PRECEDENCE OVER ALL OTHER PLANS. 8. "ALIGN" MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE SAME
PLANE.
ALL PARTITIONS ARE DIMENSIONED FROM FINISH FACE OF GYPSUM BOARD
TO FINISH FACE OF GYPSUM BOARD UNLESS OTHERWISE NOTED. ALL 9. ALL DOORS SHALL HAVE l'-6" CLR. ON STRIKE/PLILL SIDE AND l' -O -
DIMENSIONS MARKED "CLEAR" OR "CLR" SHALL BE MAINTAINED AND CLR. ON PUSH SIDE OF DOOR. VERIFY AND ADVISE ARCHITECT OF
SHALL ALLOW FOR THICKNESSES OF ALL WALL FINISHES, U.N.O. EXCEPTIONS PRIOR TO CLOSING OUT PARTITIONS.
DIMENSIONS NOTED "CLEAR" OR "CLR" MUST BE ACCURATELY MAINTAINED,
AND SHAI I moT vApy mnPF T14AM ± 1 /R" WITWr)HT wpmrpm
NO WORK THIS AREA, UNLESS OTHERWISE INDICATED.
1.
WHERE EXISTING GLASS STOREFRONT WINDOWS HAVE BEEN REMOVED,
U
INFILL SYSTEM AS REQUIRED TO ACCOMMODATE NEW PLAN, SALVAGE
EXISTING FROM DEMOLITION AS PRACTICAL, MATCH EXISTING.
WHERE PRACTICAL, NEW WALLS HAVE BEEN ALIGNED WITH OR CENTERED
2
U
ON WINDOW MULLIONS, PILASTERS, EXISTING WALLS, AND/OR STRUCTURAL
COLUMNS. WALLS HAVE BEEN DIMENSIONED FOR ADDITIONAL CLARITY
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WHEN OR WHERE EVER NECESSARY.
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ACOUSTICALLY INSULATE AND SEAL ALL PENETRATIONS AND UNIONS
>
a)
BETWEEN DISSIMILAR MATERIALS (INCLUDING FLOOR/CEILING PLANES, MUD
3
RINGS/JUNCTION BOXES) FULL HEIGHT X FULL LENGTH IN EXTENT AS
INDICATED.
AT LOCATIONS AS NECESSITATED BY 'IN -WALL: ELECTRICAL AND/OR
4
MECHANICAL SYSTEMS PROVIDE APPROPRIATE METAL STUD WIDTH TO
ACCOMMODATE SIZING REQUIREMENT. CONFORM TO SPECIFIED METAL
GAUGE AND SPACING AS INDICATED BY WALL TYPE. REFER TO
CONSTRUCTION LEGEND FOR ADDITIONAL INFORMATION.
VERIFY EXACT FRAMING REQUIREMENTS WITH TENANT'S BANK MACHINE
5
VENDOR AT ATM/ITM 1021 BEFORE FRAMING TO COMMENCE.
GENERAL CONTRAClOR TO CONFIRM EXISTING WALL IS FULL HEIGHT.
INSTALL 1/2" GWB ON ALL WALLS WITH DAMAGE DUE TO PREVIOUS
6
REMOVAL OF TILE/STONE.
53-01p
V-6 1/2"
10 15 F ----J 11014
Dimension Notes:
0
==NNW
1010
A.
DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS GOVERN. ALL PARTITION 7. DIMENSIONS LOCATING DOORS ARE TO THE INSIDE EDGE OF JAMB.
LOCATIONS SHALL BE AS SHOWN ON PARTITION PLAN. IN CASE OF U.N.O.
CONFLICT NOTIFY ARCHITECT. PARTITION PLAN BY ARCHITECT TAKES
PRECEDENCE OVER ALL OTHER PLANS. 8. "ALIGN" MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE SAME
PLANE.
ALL PARTITIONS ARE DIMENSIONED FROM FINISH FACE OF GYPSUM BOARD
TO FINISH FACE OF GYPSUM BOARD UNLESS OTHERWISE NOTED. ALL 9. ALL DOORS SHALL HAVE l'-6" CLR. ON STRIKE/PLILL SIDE AND l' -O -
DIMENSIONS MARKED "CLEAR" OR "CLR" SHALL BE MAINTAINED AND CLR. ON PUSH SIDE OF DOOR. VERIFY AND ADVISE ARCHITECT OF
SHALL ALLOW FOR THICKNESSES OF ALL WALL FINISHES, U.N.O. EXCEPTIONS PRIOR TO CLOSING OUT PARTITIONS.
DIMENSIONS NOTED "CLEAR" OR "CLR" MUST BE ACCURATELY MAINTAINED,
AND SHAI I moT vApy mnPF T14AM ± 1 /R" WITWr)HT wpmrpm
SEATTLE
VM�,mEl'ROPOLITAN
AN I I W. C. k ED f T U 1410 N'
Southcenter Square
17250 Southcenter Blvd.
Tukwila, WA 98188
DESIGN JPC
DRAWN TP I MS
CHECKED TP
NO. 16-0699
12.22.16 PERMIT
RECEIVED
CITY OF TUKWILA
DEC 2 2 2016
PERMIT CENTER
INSTRUCTION FROM ARCHITECT. First Floor Dimension
DIMENSIONS MARKED ± MEAN A TOLERANCE NOT GREATER NOR SMALLER
THAN 2 INCHES FROM INDICATED DIMENSION, U.N.O. VERIFY FIELD REVII,WED FOR Plan
DIMENSIONS EXCEEDING TOLERANCE WITH THE ARCHITECT. SECURE CODE C OMPLIANCE
ARCHITECT'S APPROVAL. AMIROVED
NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES OR CONFLICTS IN JAN 1 7 2017
THE LOCATION(S) OF NEW CONSTRUCTION. UPON COMPLETION OF
PARTITION LAYOUT, NOTIFY ARCHITECT. VERIFICATION OF THE LAYOUT TO
BE PROVIDED BY THE ARCHITECT PRIOR TO PARTITION INSTALLATION. City :)f Tukwila 1-2,1
REFER TO REFLECTED CEILING PLANS FOR SOFFITS, CEILING HEIGHTS AND`h LV11jr BUI DIVISION]
PLENUM BARRIER LOCATIONS. I
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SEATTLE
VM�,mEl'ROPOLITAN
AN I I W. C. k ED f T U 1410 N'
Southcenter Square
17250 Southcenter Blvd.
Tukwila, WA 98188
DESIGN JPC
DRAWN TP I MS
CHECKED TP
NO. 16-0699
12.22.16 PERMIT
RECEIVED
CITY OF TUKWILA
DEC 2 2 2016
PERMIT CENTER
INSTRUCTION FROM ARCHITECT. First Floor Dimension
DIMENSIONS MARKED ± MEAN A TOLERANCE NOT GREATER NOR SMALLER
THAN 2 INCHES FROM INDICATED DIMENSION, U.N.O. VERIFY FIELD REVII,WED FOR Plan
DIMENSIONS EXCEEDING TOLERANCE WITH THE ARCHITECT. SECURE CODE C OMPLIANCE
ARCHITECT'S APPROVAL. AMIROVED
NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES OR CONFLICTS IN JAN 1 7 2017
THE LOCATION(S) OF NEW CONSTRUCTION. UPON COMPLETION OF
PARTITION LAYOUT, NOTIFY ARCHITECT. VERIFICATION OF THE LAYOUT TO
BE PROVIDED BY THE ARCHITECT PRIOR TO PARTITION INSTALLATION. City :)f Tukwila 1-2,1
REFER TO REFLECTED CEILING PLANS FOR SOFFITS, CEILING HEIGHTS AND`h LV11jr BUI DIVISION]
PLENUM BARRIER LOCATIONS. I
@ 2013, JPC Arrhitects, PLLC
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SCOPE OF WORK
000 "7TAF7
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a. CONSTRUCTION LEGEND FOR ADDITIONAL INFORMATION.
Dimension Notes:
Mezzanine Dimension Plan
Scale: 1/4"=l'—O"
1. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS GOVERN. ALL PARTITION
LOCATIONS SHALL BE AS SHOWN ON PARTITION PLAN. IN CASE OF
CONFLICT NOTIFY ARCHITECT. PARTITION PLAN BY ARCHITECT TAKES
PRECEDENCE OVER ALL OTHER PLANS.
7. DIMENSIONS LOCATING DOORS ARE TO THE INSIDE EDGE OF JAMB.
U.N.O.
8. "ALIGN" MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE SAME
PLANE.
2. ALL PARTITIONS ARE DIMENSIONED FROM FINISH FACE OF GYPSUM BOARD
TO FINISH FACE OF GYPSUM BOARD UNLESS OTHERWISE NOTED. ALL 9. ALL DOORS SHALL HAVE V-15" CLR. ON STRIKE/PULL SIDE AND 1'-0"
DIMENSIONS MARKED "CLEAR" OR "CLR" SHALL BE MAINTAINED AND CLR. ON PUSH SIDE OF DOOR. VERIFY AND ADVISE ARCHITECT OF
SHALL ALLOW FOR THICKNESSES OF ALL WALL FINISHES, U.N.O. EXCEPTIONS PRIOR TO CLOSING OUT PARTITIONS.
3. DIMENSIONS NOTED "CLEAR" OR "CLR" MUST BE ACCURATELY MAINTAINED,
AND SHALL NOT VARY MORE THAN ± 1/8" WITHOUT WRITTEN
INSTRUCTION FROM ARCHITECT.
4. DIMENSIONS MARKED ± MEAN A TOLERANCE NOT GREATER NOR SMALLER
THAN 2 INCHES FROM INDICATED DIMENSION, U.N.O. VERIFY FIELD
DIMENSIONS EXCEEDING TOLERANCE WITH THE ARCHITECT. SECURE
ARCHITECT'S APPROVAL.
INFILL WALL TO MATCH EXISTING ADJACENT CONDITIONS.
5.
INSTALL NEW TRIM TO MATCH EXISTING WHERE MISSING OR DAMAGED.
0 6.
E
L:
1 .2 1 1 1
NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES OR CONFLICTS IN
THE LOCATION(S) OF NEW CONSTRUCTION. UPON COMPLETION OF
PARTITION LAYOUT, NOTIFY ARCHITECT. VERIFICATION OF THE LAYOUT TO
BE PROVIDED BY THE ARCHITECT PRIOR TO PARTITION INSTALLATION. -
REFER TO REFLECTED CEILING PLANS FOR SOFFITS, CEILING HEIGHTS AND
PLENUM BARRIER LOCATIONS.
Partition Legend:
Key Notes:
U
pwlgrllw� EXISTING SHELL & CORE WALLS
(1) NO WORK THIS AREA, UNLESS OTHERWISE INDICATED.
NEW FULL HEIGHT PARTITION. REFER TO DETAIL
INFILL FLOOR AS REQUIRED BASED ON PRIOR TENANT'S DEMOLITION
C;
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WORK.
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NEW CEILING HEIGHT PARTITION. REFER TO DETAIL
WHERE PRACTICAL, NEW WALLS HAVE BEEN ALIGNED WITH OR CENTERED
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4/1-9.1
ON WINDOW MULLIONS, PILASTERS, EXISTING WALLS, AND/OR STRUCTURAL
17)
COLUMNS. WALLS HAVE BEEN DIMENSIONED FOR ADDITIONAL CLARITY
WHEN OR WHERE EVER NECESSARY.
Symbols Legend:
ACOUSTICALLY INSULATE AND SEAL ALL PENETRATIONS AND UNIONS
<�— WALL TAG
BETWEEN DISSIMILAR MATERIALS (INCLUDING FLOOR/CEILING PLANES, MUD
RINGS/JUNCTION BOXES) FULL HEIGHT X FULL LENGTH IN EXTENT AS
01
INDICATED.
AT LOCATIONS AS NECESSITATED BY 'IN—WALL7 ELECTRICAL AND/OR
MECHANICAL SYSTEMS PROVIDE APPROPRIATE METAL STUD WIDTH TO
ACCOMMODATE SIZING REQUIREMENT. CONFORM TO SPECIFIED METAL
GAUGE AND SPACING AS INDICATED BY WALL TYPE. REFER TO
a. CONSTRUCTION LEGEND FOR ADDITIONAL INFORMATION.
Dimension Notes:
Mezzanine Dimension Plan
Scale: 1/4"=l'—O"
1. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS GOVERN. ALL PARTITION
LOCATIONS SHALL BE AS SHOWN ON PARTITION PLAN. IN CASE OF
CONFLICT NOTIFY ARCHITECT. PARTITION PLAN BY ARCHITECT TAKES
PRECEDENCE OVER ALL OTHER PLANS.
7. DIMENSIONS LOCATING DOORS ARE TO THE INSIDE EDGE OF JAMB.
U.N.O.
8. "ALIGN" MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE SAME
PLANE.
2. ALL PARTITIONS ARE DIMENSIONED FROM FINISH FACE OF GYPSUM BOARD
TO FINISH FACE OF GYPSUM BOARD UNLESS OTHERWISE NOTED. ALL 9. ALL DOORS SHALL HAVE V-15" CLR. ON STRIKE/PULL SIDE AND 1'-0"
DIMENSIONS MARKED "CLEAR" OR "CLR" SHALL BE MAINTAINED AND CLR. ON PUSH SIDE OF DOOR. VERIFY AND ADVISE ARCHITECT OF
SHALL ALLOW FOR THICKNESSES OF ALL WALL FINISHES, U.N.O. EXCEPTIONS PRIOR TO CLOSING OUT PARTITIONS.
3. DIMENSIONS NOTED "CLEAR" OR "CLR" MUST BE ACCURATELY MAINTAINED,
AND SHALL NOT VARY MORE THAN ± 1/8" WITHOUT WRITTEN
INSTRUCTION FROM ARCHITECT.
4. DIMENSIONS MARKED ± MEAN A TOLERANCE NOT GREATER NOR SMALLER
THAN 2 INCHES FROM INDICATED DIMENSION, U.N.O. VERIFY FIELD
DIMENSIONS EXCEEDING TOLERANCE WITH THE ARCHITECT. SECURE
ARCHITECT'S APPROVAL.
INFILL WALL TO MATCH EXISTING ADJACENT CONDITIONS.
5.
INSTALL NEW TRIM TO MATCH EXISTING WHERE MISSING OR DAMAGED.
0 6.
E
L:
1 .2 1 1 1
NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES OR CONFLICTS IN
THE LOCATION(S) OF NEW CONSTRUCTION. UPON COMPLETION OF
PARTITION LAYOUT, NOTIFY ARCHITECT. VERIFICATION OF THE LAYOUT TO
BE PROVIDED BY THE ARCHITECT PRIOR TO PARTITION INSTALLATION. -
REFER TO REFLECTED CEILING PLANS FOR SOFFITS, CEILING HEIGHTS AND
PLENUM BARRIER LOCATIONS.
Amy S EATTLE
'TM- P,�ETROPOLITAN
ANINIAWCRE'DifT U1`4 . 10,R
Southicenter Square
172.50 Southcenter Blvd.
Tukwila, WA 98188
DESIGN JPC
DRAWN TP I MS
CHECKED TP
NO. 16-0699
12.22.16 PERMIT
RECEIVED
CITY OF TUKWILA
DEC 2 2 2016
PERMIT CENTER
Mezzanine Dimension
REVIEV\ff , D FOR
CODE COWLIANCE
APIPW I` WED
JAN 1 2917
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Amy S EATTLE
'TM- P,�ETROPOLITAN
ANINIAWCRE'DifT U1`4 . 10,R
Southicenter Square
172.50 Southcenter Blvd.
Tukwila, WA 98188
DESIGN JPC
DRAWN TP I MS
CHECKED TP
NO. 16-0699
12.22.16 PERMIT
RECEIVED
CITY OF TUKWILA
DEC 2 2 2016
PERMIT CENTER
Mezzanine Dimension
REVIEV\ff , D FOR
CODE COWLIANCE
APIPW I` WED
JAN 1 2917
A 4
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Plan
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END -
SCOPE OF WORK
� � � � � � m
SERVICE
NO WORK THIS AREA, UNLESS OTHERWISE INDICATED.
FIRE EXTINGUISHER CABINET (F.E.C.) (NEW AND/OR RELOCATED).
COORDINATE CORE DRILL LOCATION WITH TWENTY FOUR 7.
U
COL[7
COL0j'TION
Fmmm
NOT USED
IMI,
1-0
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PROVIDE BLOCKING BEHIND GW13 FOR WALL -MOUNTED DISPLAY,
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-
PROVIDE BLOCKING BEHIND GWB FOR WALL -MOUNTED T.F.T.I. MONITOR.
W
>
TEMPERED SAFETY GLAZING. REFERENCE SECTION 2406 OF THE 2015
0-
6
0-
m
VERIFY MOUNTING HEIGHT WITH AV VENDOR,
INTERNATIONAL BUILDING CODE (I.B.C.) FOR GENERAL REQUIREMENTS FOR
PROVIDE BLOCKING BEHIND GWB FOR T.F.T.I. EQUIPMENT. CONTRACTOR
PROVIDE BLOCKING BEHIND GWB FOR COAT HOOKS AT +60"-66"AFF.
,SIT 11,01— 1
cp
1021
SEE SHEET 1-4.0 FOR
PLUMBING SCHEDULE
AND APPLIANCE +
EQUIPMENT
SCHEDULE
C90D 1, `___1
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Symbols Legend:
F.E.C.
BUILDING STANDARD FIRE EXTINGUISHER CABINET (OR SPEC)
DUPLEX RECEPTACLE
DEDICATED DUPLEX RECEPTACLE
GFI DUPLEX RECEPTACLE
DEDICATED FOURPLEX RECEPTACLE
SPECIAL RECEPTACLE
CORE DRILL
J -BOX
4 VOICE/DATA RECEPTACLE. CONTRACTOR TO PROVIDE MUD RING AND
PULL STRING
PROXIMITY CARD READER
N = NEW &/OR RELOCATED (COORDINATE RELOCATED
ITEMS W/ARCHITECT)
70im
(4
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D
rlfi�t_1103
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03
C) T
03 (TI)
16
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SEATTLE
NIM METRbPOLITAN
=1 C R El D 1. T Vx Nf�o t4
Southcenter Square
17250 Southcenter Blvd.
Tukwila, WA 98188
LO
TECH CLOSET
10199CE] C CE COL AT�IOJN CO = COE W - OM FEA
Orl OE1 8� rl 0 127 �1 016 rl 0 1 M5� 10, 4ff-
Key Notes:
NO WORK THIS AREA, UNLESS OTHERWISE INDICATED.
FIRE EXTINGUISHER CABINET (F.E.C.) (NEW AND/OR RELOCATED).
COORDINATE CORE DRILL LOCATION WITH TWENTY FOUR 7.
U
PROVIDE IDENTIFICATION SIGNAGE AT EACH EXTINGUISHER LOCATION AS
Fmmm
NOT USED
REQUIRED. REFER TO 9/1-9.1 FOR MOUNTING HEIGHTS.
1-0
C)
c1q
PROVIDE BLOCKING BEHIND GW13 FOR WALL -MOUNTED DISPLAY,
V)
Uj
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(D
=)
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W01
00
-
PROVIDE BLOCKING BEHIND GWB FOR WALL -MOUNTED T.F.T.I. MONITOR.
W
>
TEMPERED SAFETY GLAZING. REFERENCE SECTION 2406 OF THE 2015
0-
6
0-
m
SEATTLE
NIM METRbPOLITAN
=1 C R El D 1. T Vx Nf�o t4
Southcenter Square
17250 Southcenter Blvd.
Tukwila, WA 98188
LO
TECH CLOSET
10199CE] C CE COL AT�IOJN CO = COE W - OM FEA
Orl OE1 8� rl 0 127 �1 016 rl 0 1 M5� 10, 4ff-
Key Notes:
�p PROVIDE AND INSTALL NEW PLASTIC LAMINATE TOILET PARTITIONS.
EXISTING STAIRS MEET CODE REQUIREMENTS. HANDRAILS ARE MOUNTED
AT 34" A.F.F. AND COMPLY WITH CODE. EXISTING HAND RAIL
EXTENDS 12" BEYOND STAIR.
12.22.16 PERMIT
RECEIVED
CITY OF TUKWILA
DEC 2 2 2016
PERMIT CENTER
REVIEWED FOR
CODE =1 IPLIANCE irst Floor Plan
APPROVED
JAN I ' 2017
NO WORK THIS AREA, UNLESS OTHERWISE INDICATED.
FIRE EXTINGUISHER CABINET (F.E.C.) (NEW AND/OR RELOCATED).
COORDINATE CORE DRILL LOCATION WITH TWENTY FOUR 7.
PROVIDE IDENTIFICATION SIGNAGE AT EACH EXTINGUISHER LOCATION AS
NOT USED
REQUIRED. REFER TO 9/1-9.1 FOR MOUNTING HEIGHTS.
PROVIDE BLOCKING BEHIND GW13 FOR WALL -MOUNTED DISPLAY,
PROVIDED AND INSTALLED BY TWENTY FOUR 7. VERIFY MOUNTING
PROVIDE BLOCKING BEHIND GWB FOR WALL -MOUNTED T.F.T.I. MONITOR.
TEMPERED SAFETY GLAZING. REFERENCE SECTION 2406 OF THE 2015
HEIGHT WITH TWENTY FOUR 7.
VERIFY MOUNTING HEIGHT WITH AV VENDOR,
INTERNATIONAL BUILDING CODE (I.B.C.) FOR GENERAL REQUIREMENTS FOR
PROVIDE BLOCKING BEHIND GWB FOR T.F.T.I. EQUIPMENT. CONTRACTOR
PROVIDE BLOCKING BEHIND GWB FOR COAT HOOKS AT +60"-66"AFF.
GLASS.
TO ATTACH EQUIPMENT TO WALL WITH I BOLT AND CABLE.
SEE DETAIL 2/1-9.3.
NEW BANKING EQUIPMENT, INCLUDING ATM MACHINE AND NIGHT DROP
PROVIDE AND INSTALL A SECURITY PANEL AT WORK ROOM 1015.
ANCILLARY FURNITURE, FIXTURES AND EQUIPMENT T.F.T.I. INCLUDING, BUT
BOX. G.C. TO PROVIDE SUPPORT PLATFORM AS REQUIRED. SEE DIEBOLD
PLANNING AND SITE PREPARATION GUIDE. PROVIDE POWER AS REQUIRED,
EXACT LOCATION TO BE COORDINATED WITH TENANT'S TECH TEAM.
NOT LIMITED TO TABLES, CHAIRS AND NON -IDENTIFIED MILLWORK.
COORDINATE POWER REQUIREMENTS WITH DIEBOLD INSTALLATION/SERVICE
WALL MOUNTED SERVER RACK AND VERTICALLY MOUNTED SECURITY
PROVIDE FILTERED WATER LINE FOR PLUMBED COFFEE MAKER AT COFFEE
AT 1.800.999.3600. CONTACT SEATTLE METROPOLITAN CREDIT UNION
CAMERA DVR, PROVIDED AND INSTALLED BY TENANT. VERIFY EXACT
BAR 1002 AND BREAK ROOM 1015. VERIFY EXACT REQUIREMENTS WITH
FACILITY MANAGER ROBIN BLEEKER 206.398.5591 WITH ADDITIONAL
POWER AND DATA NEEDS WITH TENANT'S TECH TEAM.
MFR SPECIFICATIONS.
QUESTIONS.
NOT USED
COPY MACHINE/PRINTER (T.F.T.I.) WITH (4) SINGLE GANG MUD RINGS
(1) WALL MOUNTED 4'-0' X 6'-0' X 5/8' FIRE RESISTANT PLYWOOD
(WITH PULL STRING) AND (1) 110V DEDICATED DUPLEX OULTET.
TERMINATION BOARD AT ATM/ITM 1021. COORDINATE EXACT REQUIREMENTS
PROVIDE POWER AT BUILDING EXTERIOR FOR SIGNAGE. DESIGN AND
COORDINATE CIRCUIT/AMP AND JACK/RECEPTACLE REQUIREMENTS WITH
WITH DIEBOLD, TENANT'S VENDOR.
LOCATION TO BE DETERMINED.
TENANT. REFER TO ELECTRICAL DESIGN -BUILD DOCUMENTS FOR
�g
CONTRACTOR TO PROVIDE IN -WALL BLOCKING FOR NEW GRAB BARS.
PROVIDE BLOCKING BEHIND GWB FOR METAL 'CHALKBOARD' PANELS,
ADDITIONAL INFORMATION.
PROVIDED AND INSTALLED BY TWENTY FOUR 7.
PROVIDE AND INSTALL CARD READER SYSTEM. THE SYSTEM SHOULD
DEMOUNTABLE WALL SYSTEM WITH INTEGRAL SLIDING DOORS. GENERAL
AUTOMATIC TELLER MACHINE SIGNAGE, PROVIDED AND INSTALLED BY
ALLOW FREE EGRESS FROM THE BUILDING AT ALL TIMES AS REQUIRED BY
CONTRACTOR TO PROVIDE ALL REQUIRED BACKING, BLOCKING AND/OR
TENANT. DESIGN AND LOCATION TO BE DETERMINED.
CODE. ELECTRICAL DESIGN -BUILD CONTRACTOR TO COORDINATE WITH
ANCHORAGES. COORDINATE WITH ANGELA THOMLINSON; CATALYST
EXISTING ELECTRICAL PANEL SCHEDULED TO REMAIN.
TENANT'S SECURITY VENDOR AS NECESSARY TO PROVIDE A FULLY
WORKPLACE ACTIVATION PH: 206.465.,9973 AS REQUIRED.
FUNCTIONAL AND OPERATING SYSTEM.
SIGNAGE TO BE HARDWIRED. CONTRACTOR TO VERIFY EXACT POWER
Kg
BUILT IN BENCH. SEE DETAIL 1/1-9.3.
REQUIREMENTS AND LOCATION WITH TWENTY FOUR 7.
�p PROVIDE AND INSTALL NEW PLASTIC LAMINATE TOILET PARTITIONS.
EXISTING STAIRS MEET CODE REQUIREMENTS. HANDRAILS ARE MOUNTED
AT 34" A.F.F. AND COMPLY WITH CODE. EXISTING HAND RAIL
EXTENDS 12" BEYOND STAIR.
12.22.16 PERMIT
RECEIVED
CITY OF TUKWILA
DEC 2 2 2016
PERMIT CENTER
REVIEWED FOR
CODE =1 IPLIANCE irst Floor Plan
APPROVED
JAN I ' 2017
6
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M
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V)
EL
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n
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0
SCOPE OF WORK
7TAF7
SEE SHEET 1-4.0 FOR
PLUMBING SCHEDULE
AND APPLIANCE +
EQUIPMENT
SCHEDULE
IF
Symbols Legend:
Mezzanine Floor Plan
Scale: 1/4"=l'—O"
F.E.C.
=1 BUILDING STANDARD FIRE EXTINGUISHER CABINET (OR SPEC)
DUPLEX RECEPTACLE
DEDICATED DUPLEX RECEPTACLE
GFI DUPLEX RECEPTACLE
DEDICATED FOURPLEX RECEPTACLE
SPECIAL RECEPTACLE
CORE DRILL
J—BOX
4 VOICE/DATA RECEPTACLE. CONTRACTOR TO PROVIDE MUD RING AND
PULL STRING
PROXIMITY CARD READER
N = NEW &/OR RELOCATED (COORDINATE RELOCATED
ITEMS W/ARCHITECT)
Key Notes:
A= IS EAT T LE
METKOPOLITAN
C Rl b I. t U-,,:N,:!.O N
Southcenter Square
17250 Southcenter Blvd.
Tukwila, WA 98188
DESIGN JPC
DRAWN TP I MS
CHECKED TP
NO. 16-0699
NO WORK THIS AREA, UNLESS OTHERWISE INDICATED.
ANCILLARY FURNITURE, FIXTURES AND EQUIPMENT T.F.T.I. INCLUDING, BUT
NOT LIMITED TO TABLES, CHAIRS AND NON—IDENTIFIED MILLWORK.
PROVIDE BLOCKING BEHIND GWB FOR WALL—MOUNTED T.F.T.I. MONITOR.
VERIFY MOUNTING HEIGHT WITH AV VENDOR.
FIRE EXTINGUISHER CABINET (F.E.C.) (NEW AND/OR RELOCATED).
PROVIDE IDENTIFICATION SIGNAGE AT EACH EXTINGUISHER LOCATION AS
REQUIRED. REFER TO 9/1-9.1 FOR MOUNTING HEIGHTS.
COORDINATE CORE DRILL LOCATION WITH ARCHITECT AND FURNITURE JURISDICTION
VENDOR.
PROVIDE FILTERED WATER LINE FOR PLUMBED COFFEE -MAKER AT STAFF
BREAK 2001. VERIFY EXACT REQUIREMENTS WITH MFR SPLEC�
G FTy
PROVIDE NEW TEMPERED SAFETY GLAZING IN EXISTING RAI IN ggff_ ) FO
REFERENCE SECTION 2406 OF THE 2015 INTERNATIONAL j'LQQISEr06E'M )LIANCE
r
M
(I.B.C.) FOR GENERAL REQUIREMENTS FOR GLASS. APPROJED
JAN 1712017
City 0
BUILDING
12.22.16 PERMIT
RECEIVED
CITY OF TUKWILA
DEC 2 2 2016
PERMIT CENTER
anine Floor Plan
@ 2013, JPC Architects, PLLC
U
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M
A= IS EAT T LE
METKOPOLITAN
C Rl b I. t U-,,:N,:!.O N
Southcenter Square
17250 Southcenter Blvd.
Tukwila, WA 98188
DESIGN JPC
DRAWN TP I MS
CHECKED TP
NO. 16-0699
NO WORK THIS AREA, UNLESS OTHERWISE INDICATED.
ANCILLARY FURNITURE, FIXTURES AND EQUIPMENT T.F.T.I. INCLUDING, BUT
NOT LIMITED TO TABLES, CHAIRS AND NON—IDENTIFIED MILLWORK.
PROVIDE BLOCKING BEHIND GWB FOR WALL—MOUNTED T.F.T.I. MONITOR.
VERIFY MOUNTING HEIGHT WITH AV VENDOR.
FIRE EXTINGUISHER CABINET (F.E.C.) (NEW AND/OR RELOCATED).
PROVIDE IDENTIFICATION SIGNAGE AT EACH EXTINGUISHER LOCATION AS
REQUIRED. REFER TO 9/1-9.1 FOR MOUNTING HEIGHTS.
COORDINATE CORE DRILL LOCATION WITH ARCHITECT AND FURNITURE JURISDICTION
VENDOR.
PROVIDE FILTERED WATER LINE FOR PLUMBED COFFEE -MAKER AT STAFF
BREAK 2001. VERIFY EXACT REQUIREMENTS WITH MFR SPLEC�
G FTy
PROVIDE NEW TEMPERED SAFETY GLAZING IN EXISTING RAI IN ggff_ ) FO
REFERENCE SECTION 2406 OF THE 2015 INTERNATIONAL j'LQQISEr06E'M )LIANCE
r
M
(I.B.C.) FOR GENERAL REQUIREMENTS FOR GLASS. APPROJED
JAN 1712017
City 0
BUILDING
12.22.16 PERMIT
RECEIVED
CITY OF TUKWILA
DEC 2 2 2016
PERMIT CENTER
anine Floor Plan
@ 2013, JPC Architects, PLLC
I
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RCP Legend:
Plumbing Schedule:
Provided and Installed by Contractor, UNO
Finish Specifications
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RCP Legend:
ITEM
DESCRIPTION
FLOORING
CPT TYPICAL FLOORING, U.N.O.
1 MFR: THE MOHAWK GROUP - BIGELOW
STYLE NAME: VANDAL TILE
STYLE NO: BT358
COLOR NAME: ROUST ABOUT
COLOR NO: 983
BACKING: PER MANUFACTURERS RECOMMENDATION
INSTALLATION: QUARTER TURN
MFR REP.: JULIA GUTT
206.409.3491
julia-gutt@mohawkind.com
CPT TYPICAL FLOORING, U.N.O.
2 MFR: THE MOHAWK GROUP - BIGELOW
STYLE NAME: WHIP STITCH - BROADLOOM
STYLE NO: BC376/BQ376
COLOR NAME: WRAPPED SHIBORI
COLOR NO: 983
BACKING: PER MANUFACTURERS RECOMMENDATION
MFR REP.: JULIA GUTT
206.409.3491
julia-gutt@mohawkind.com
WD
1 WOOD FLOORING
MFR: TERRAMAI
STYLE NAME: TEAK ENGINEERED FIP - BLACK OIL
INSTALLATION: NO ADJACENT SEAMS TO ALIGN
MFR REP.: TASHAWNA NASH
206.450.6712
tnash@terramai.com
WOOD WALL PANELING
rW_D'� WOOD FLOORING
MFR: TERRAMAI
STYLE NAME: TEAK ENGINEERED FIP - BLACK OIL
INSTALLATION: NO ADJACENT SEAMS TO ALIGN
MFR REP.: TASHAWNA NASH
206.450.6712
tnash@terramai.com
WALL TILE
pffq FROM SEATTLE METROPOLITAN CREDIT UNION'S STOCK. COORDINATE
PROCUREMENT OF TILE WITH SMCU. SPECIFICATION PROVIDED BELOW FOR
REVERENCE ONLY.
MFR: STATEMENTS TILE AND STONE
STYLE NAME: MOSAICO +, VETRINA
COLOR NO: VG.0426
GROUT: TEC - MIST, 939
NOTE: WHERE OUTLETS OCCUR ON THIS TILE,
OUTLET COVERS TO BE WHITE.
SPECIALITY WALLS
TACK BOARD
MFR: WALL TALKERS
STYLE NAM E: TAC WALL
STYLE NO: C250-02
COLOR NAME: CHARCOAL
NOTE: PROVIDE STAINLESS STEEL JCAP AT
EXPOSED EDGES
$
SWITCH
A
SINK:
MFR: ELKAY
MODEL: LR -1720 SINGLE -BOWL SELF -RIMMING SINK
SIZE: 17"W X 201 X 7-5/8" BOWL DEPTH
DEPTH: 18 -GAUGE STAINLESS STEEL
FAUCET:
MFR: KOHLER
MODEL: #K-10416 FORTE REMOTE VALVE FAUCET WITH SPRAYER
INSTALL: TWO -HOLE INSTALLATION
FINISH: POLISHED CHROME
SOAP DISPENSER:
MFR: DELTA
MODEL: #RP1001
FINISH: CHROME
HOTZCOLD-TAP:
MFR: INSINKERATOR
MODEL: #F-HC3300 INDULGE MODERN W/SS TANK AND #F -1000S FILTER
FINISH: POLISHED CHROME
I
101
COOPER-
SURE -LITE
CEILING MOUNTED EXIT
SIGN - APXEL, GREEN
LETTERS
CEILING -MOUNTED
EXHAUST FAN - VERIFY
CFM REQUIREMENTS PER
PLAN
CEILING MOUNTED POWER
E=I<
SECURITY CAMERA
CEILING MOUNTED DATA
<9>
SINK:
MFR: KOHLER
MODEL: #K-2196-1 PENNINGTON DROP-IN SINK
SIZE: 20-1/4" L X 17-1/2"W X 8"D
COLOR: WHITE
FAUCET:
MFR: KOHLER
MODEL: #K-45800 ALTEO SINGLE -HANDLE FAUCET W/O
ESCUTCHEON PLATE
FINISH: POLISHED CHROME
NOTE: SINGLE -HOLE INSTALLATION
SOAP DISPENSER
MFR: DELTA
ACT -1
ARMSTRONG
ULTIMA BEVELED TEGULAR
1912, 24" X 24"
INSTALLED WITH 9/16"
GRID.
ACT -2
ARMSTRONG
DUNE, 24" X 48",
SQUARE LAY IN, 1773
INSTALLED WITH 15/16"
GRID.
MODEL: #RP1001
FINISH: CHROME
FSV1 LINOLEUM
- LIJ MFR: ARMSTRONG
SERIES: LINOART LINOLEUM - RHYTHMICS SHEET
COLOR NAME: BLACK KNIGHT
COLOR NO: LS602
SC POLISHED AND SEALED CONCRETE
1 LEVEL 3, 800 GRIT POLISHED AND GROUND SURFACE WITH HARDENED AND
SEALED FINISH PROVIDE ON SITE MOCK-UP SAMPLE FOR ARCHITECTS REVIEW
AND APPROVAL PRIOR TO COMMENCEMENT OF WORK.
Al" S EATTLIE
METROPOLITAN
A§=CR.ED1T UNION
Southcenter Square
17250 Southcenter Blvd.
Tukwila, WA 98188
NOTE: CONTRACTOR TO VERIFY THAT ALL EQUIPMENT FITS PRIOR FABRICATION.
ELECTRICAL DESIGN -BUILD CONTRACTOR TO COORDINATE WITH TENANT'S VENDORS AS
NECESSARY TO PROVIDE A FULLY FUNCTIONAL AND OPERATING EQUIPMENT/SYSTEMS.
REFER TO EQUIPMENT/APPLIANCE SPECS FOR ADDITIONAL REQUIRED
F-1
0
GOTHAM
4" INCITO CYLINDER
ICOCYL-35-20-4WR-LD-
40D -XX -XX -PM- WHITE
CORD +WHITE CANOPY
10'-0" A.F.F.
MEASUREMENT FROM BOTTOM
OF FIXTURE
PACIFIC LIGHTING SYSTEMS
MELISSA MILLER
mmiller@pacificlightingsystems.com
206.947.9995
F-2
OCL
TINY PENDANT
TN1-PlEC-40-MW-BAL-
1LED58/35K/277/50/DM
0
X' -X" A.F.F. MEASUREMENT
FROM BOTTOM OF FIXTURE
PACIFIC LIGHTING SYSTEMS
MELISSA MILLER
mmiller@pacificlightingsystems.com
206.947.9995
Appliance + Equipment Schedule:
.****NOTE: ONE OF THESE FIXTURES
IS F.O.I.C. COORDINATE WITH SMCU
FOR PROCUREMENT OF FIXTURE.****
Provided & Installed by Contractor U.N.0
BASE
CK) TYPICAL BASE, U.N.O.
MFR: ROPPE
PRODUCT: 4" HIGH CONTINUOUS COIL ROLLED
RUBBER WALL BASE
COLOR NAME: BLACK
COLOR NO: 100
PROFILE: COVE
DESIGN JPC
DRAWN TP I IVIS
CHECKED TP
NO. 16-0699
ITEM
DESCRIPTION
F-3
C3
FOCAL POINT
ID+ 4.5" X 4.5" LED
DOWNLIGHT
FLC44D-SO-1 OOOL-XX-X
X -T- LC44-SQ- 1 OOOL-35
K -DN -WD -WH
SEE RCP
PACIFIC LIGHTING SYSTEMS
MELISSA MILLER
mmiller@pacificlightingsystems.com
206.947.9995
AUTOMATIC TELLER MACHINE, PROVIDED AND INSTALLED BY TENANT'S VENDOR.
COPY MACHINE, PROVIDED AND INSTALLED BY TENANT.
COFFEE MAKER, PROVIDED AND INSTALLED BY TENANT'S VENDOR.
F-4
M
FOCAL POINT
ID+ 4.5" X 4.5" LED
WALLWASH
FLC44W-SO-100OL-XX-X
X-T-LC44-SQ-1000-
SEE RCP
PACIFIC LIGHTING SYSTEMS
MELISSA MILLER
mmiller@pacificlightingsystems.com
206.947.9995
MICROWAVE
MFR: GE
MODEL: JES1072SHSS
35K -WW -WD -WH
SIZE: 10-3/16 H X 12-3/4 D X 17-5/16 W
FINISH: STAINLESS STEEL
GENERAL WALL PAINT (TYPICAL U.N.O.)
MFR: SHERWIN WILLIAMS
COLOR NAME: PURE WHITE
1 COLOR NO: SW7005
SHEEN: EGGSHELL, SEMI -GLOSS @ WET AREAS
F-5
EUREKA
SKIRT
4255-URC-LED8.30-XX-
DV -AC -60 -RC -WH -CFR
6'-6" A.F.F. MEASUREMENT
FROM BOTTOM OF FIXTURE
PACIFIC LIGHTING SYSTEMS
MELISSA MILLER
mmiller@pacificlightin gsystems.com
206.947.9995
F1 -
.5]
UNDER COUNTER REFRIGERATOR
MFR: MARVEL
MODEL: MA24RAS1
SIZE: 23-7/8"W X 31-1/8"H X 25-5/8" D
FLAT SCREEN PANEL. PROVIDED AND INSTALLED BY TENANT.
ACCENT WALLS
P MATCH SMCU BRAND COLOR, PANTONE NEUTRAL BLACK,
2
T CMYK 72/66/65/77, RGB:27/27/27, HEX#1C1C1C
P MATCH SMCU BRAND COLOR, PANTONE 398U, CMYK:
F-6
1-0-
LITHONIA LIGHTING
LOW PROFILE STRIP LIGHT
Z -1 -32 -XX -XX WITH
HANGING CHAIN
9'-0" A.F.F. MEASUREMENT
FROM BOTTOM OF FIXTURE
PACIFIC LIGHTING SYSTEMS
MELISSA MILLER
mmiller@pacificlightingsystems.com
206.947.9995
INSTANT ISSUE MACHINE. PROVIDED AND INSTALLED BY TENANT.
I.T.M. PROVIDED AND INSTALLED BY TENANT.
�,V 47/27/100/5, RGB:145/153/46, HEX: #8C9437
P MATCH SMCU BRAND COLOR, PANTONE 384U, CMYK:
4 57/36/100/17, RGB:111/122/37, HEX: #707B33
63 REG I R
ARC EC
F-7
PRUDENTIAL LIGHTING
P3900 -LED, PENDANT
P3940-LED35-LO-FWA-T
MW-D9-SC-UNV-XX-XX-
9'-0" A.F.F. MEASUREMENT
FROM BOTTOM OF FIXTURE
PACIFIC LIGHTING SYSTEMS
MELISSA MILLER
mmiller@pacificlightingsystems.com
0
DMO1 - FIXTURE TO BE
DIMMABLE AND
SUSPENDED.
206.947.9995
CASE WORK
A. ERSON
F HINGTON.
FP L1] PLASTIC LAMINATE
MFR: FORMICA
COLOR NAME: SARUM TWILL - MATTE FINISH
COLOR NO: 8827-58
LOCATION: COFFEE BAR 1014
GRAIN: VERTICAL
FP—L2-] PLASTIC LAMINATE
F-8
PRUDENTIAL LIGHTING
P3900 -LED, PENDANT
P3930-LED35-LO-FWA-T
MW-D9-SC-UNV-XX-XX-
DMO1 - FIXTURE TO BE
DIMMABLE AND
9'-0" A.F.F. MEASUREMENT
FROM BOTTOM OF FIXTURE
PACIFIC LIGHTING SYSTEMS
MELISSA MILLER
m mil ler@pacif iclig hti ng system s.com
206.947.9995
12.22.16 PERMIT
SUSPENDED.
MFR: FORMICA
COLOR NAME: NATURAL CANE - NATURELLE FINISH
COLOR NO: 6930 -NT
LOCATION: BREAK ROOM 1004
GRAIN: VERTICAL
F -9A
FOCAL POINT
FOCUS 4, FLUORESCENT,
F4W-NS-lT5-XX-XX-XX
-RC-WH-48"
SEE RCP
PACIFIC LIGHTING SYSTEMS
MELISSA MILLER
mmiller@pacificlightingsystems.com
206.947.9995
FP—L3] PLASTIC LAMINATE
MFR: PIONITE
COLOR NAME: PEARL OF THE ORIENT
COLOR NO: AG601 SUEDE
LOCATION: WORK ROOM 1001
F -9B
FOCAL POINT
FOCUS 4, FLUORESCENT,
F4W-NS-lT5-XX-XX-XX
-RC-WH-96 is
SEE RCP
PACIFIC LIGHTING SYSTEMS
MELISSA MILLER
mmiller@pacificlightingsystems.com
206.947.9995
FP _L4 PLASTIC LAMINATE
MFR: NEVAMAR
COLOR NAME: EASY ELEGANCE
COLOR NO: VA5002T
LOCATION: TOILET 1002
NOTE: WHERE OUTLETS OCCUR ON THIS PLASTIC
LAMINATE, OUTLET COVERS TO BE BLACK.
F-10
LITHONIA, OR
APPROVED
EQUAL
FLU. UNDERCABINET
2UC-X-T5-MVOLT-
GEB101S.
LAMP: 3500K
SEE RCP FOR LOCATIONS
AND LENGTHS. VERIFY
LENGTH WITH CABINETRY
PRIOR TO PLACING ORDER.
PACIFIC LIGHTING SYSTEMS
MELISSA MILLER
mmiller@pacificlightingsystems.com
206.947.9995
_V
C
REC
PLASTIC LAMINATE
FpL5] MFR: PIONITE
COLOR NAME: ICE FISHIN
COLOR NO: WF181 SUEDE
LOCATION: TOILET 1002 + BREAK ROOM 1004
WINDOW FILM
CITY KWILA
EC 2 2016
04-
PERMITCENTER
JURISDICTION STAMP
F-11
LITHONIA LIGHTING
2x4 AVANTE
DIRECT/INDIRECT LED.
#2AVL4-XX-XX-30L-
MDR-XX-EZ1-LP835-XX
(38W)
SEE RCP
PACIFIC LIGHTING SYSTEMS
MELISSA MILLER
mmiller@pacificlightingsystems.com
206.947.9995
F-12
EUREKA
MOONSET CLASSIC
3531-23-Fr5l4-XX-XX-
XX -SC -WH
7'-4" A.F.F. MEASUREMENT
FROM BOTTOM OF FIXTURE
PACIFIC LIGHTING SYSTEMS
MELISSA MILLER
mmiller@pacificlightingsystems.com
206.947.9995
WF NOT USED
REVIEWED FOR
CODE COMPLIANCrt-
Lighting + Finish
KW—F MFR: 3M
APPROVED
Specifications
STYLE: CUSTOM GRADATION
INSTALLER: BROWER TINT + GRAPHIC
JAN 17 2017
SIZE: PER ELEVATION
City of Tukwila
BUILDING DIVISION_j
11bi 3)f
1-4.0
2013, JPC Architects, PLLC
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SCOPE OF WORK
SERVICE
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10'-0"
'F- 1
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101
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4 3
5 4
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9
18
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10
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F-12
"F-.-3 3,
G.W.R
-1- 7"-10"
F-12
-F"9A
I F .7
F7� -
EXT;'
G.W.B.-'
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F -9B-,
CAC -7-25
F-11
TECH CLOSET
FOA
10, 4ff—
Ifflil
Key Notes:
EGRESS LIGHTING SHALL BE DESIGNED BY A LICENSED ELECTRICAL
ENGINEER BASED ON FINAL FLOOR PLAN(S) AND THE MOST CURRENT (IN
FORCE) ISSUE OF THE IBC, IEC AND LOCAL CODES/ORDINANCES. THE
ENGINEER MAY USE THE ARCHITECTS EGRESS MAPS (COMMON PATH OF
OPEN TO STRUCTURE (OTS) CEILINGS AND EXISTING CEILING ELEMENTS
TO BE PAINTED P-1. PROVIDE NEW SPIRAL DUCTWORK IN OTS AREAS.
NEW DUCTWORK & NEW CONDUIT TO BE PAINTED. ANY IN -WALL
TRANSFER GRILLS TO BE PAINTED TO MATCH WALLS.
Reflected
Ceiling Notes:
NO WORK THIS AREA, UNLESS OTHERWISE INDICATED.
1. COORDINATE THE WORK OF ALL TRADES INVOLVED IN THE CEILING WORK
8.
NOTIFY ARCHITECT OF ANY CONFLICTS OF LIGHT FIXTURE LOCATIONS
C)
CN
a)
A:�
Uj
TO ENSURE CLEARANCES FOR FIXTURES, DUCTS, PIPING, CEILING
WITH MAIN RUNNERS, DUCTS, STRUCTURES, HVAC, AND/OR (E)CONDUIT,
C)
00
GENERAL CONTRACTOR TO PROVIDE ALL REQUIRED BLOCKING, BRACING
TRAVEL/EXIT TRAVEL DISTANCE) AS STARTING POINT FOR A BASIS OF
PROVIDE EXHAUST FAN THIS ROOM. CFM TO BE BASED ON USE AND
>
(1)
SUSPENSION SYSTEM, ETC., NECESSARY TO MAINTAIN THE FINISHED
01-_
c::)
011
PRIOR TO FRAMING FOR LIGHTS. ANY DISCREPANCIES BETWEEN
AND MISC. SUPPORTS AS NECESSITATED BY THE ARCHITECTURAL,
DESIGN. HOWEVER, IT SHALL REMAIN THE SOLE RESPONSIBILITY OF THE
VOLUME OF ROOM. VENT PER BUILDING STANDARD REQUIREMENTS AND
CEILING HEIGHTS INDICATED ON ARCHITECT'S DRAWINGS.
ARCHITECT'S CEILING GRID LOCATION & ACTUAL FIELD CONDITIONS ARE
MECHANICAL, ELECTRICAL AND OTHER SUBTRADES.
ENGINEER TO COMPLETE A SCOPE OF WORK THAT ADDRESSES ALL
LOCAL JURISDICTIONAL CODES. REFER TO MECHANICAL DESIGN -BUILD
TO BE CLARIFIED WITH THE ARCHITECT PRIOR TO FRAMING.
COORDINATE ALL EXPOSED ELECTRICAL, LOW VOLTAGE (WAP'S), AV,
EGRESS LIGHTING I.E.; ROOMS, SPECIALIZED SPACES, PATHWAYS, ETC. PER
DOCUMENTS FOR ADDITIONAL INFO.
2.
PERIMETER CEILING ANGLE, WHERE OCCURS, SHALL BE INSTALLED TIGHT
MECHANICAL AND LIFE SAFETY DEVICES TO AVOID CONFLICTS. LIGHTING
THE AFOREMENTIONED CODES. FINAL EGRESS LIGHTING QUANTITIES AND
THE INTENT AT THE OPEN TO STRUCTURE CEILING AREAS IS TO KEEP
TO VERTICAL SURFACES, FREE FROM CURVES, BREAKS OR OTHER
9.
SUBMIT GRILLE, THERMOSTAT, AND OTHER FIXTURE AND ELEMENT
PLACEMENT TO TAKE PRIORY OVER ALL OVER DEVICES AND ABOVE
LOCATIONS SHALL BE DETERMINED BY BUILDING AND FIRE INSPECTOR'S
THE AREAS AS ORDERLY AS POSSIBLE. INCLUDING BUT NOT LIMITED TO
IRREGULARITIES AND PAINTED TO MATCH CEILING FINISH.
LAYOUTS TO THE ARCHITECT FOR REVIEW AT LEAST 2 WEEKS PRIOR TO
CEILING CONFLICTS. NOTE: IT IS THE ARCHITECTS EXPECTATION THAT ALL
FIELD PLACEMENT DETERMINATION.
WIRING, CABLING, DUCT WORK AND SPRINKLER LINES. OPEN TO
INSTALLATION.
EXPOSED FIXTURES AND EQUIPMENT RUN IN CONTINUOUS PARALLEL AND
SECURITY CAMERA PROVIDED AND INSTALLED BY TENANT'S SECURITY
STRUCTURE ELEMENTS TO BE LAID OUT PARALLEL TO ADJACENT
3.
FURNISH AND INSTALL ALL ASSOCIATED TRIM AND SEISMIC BRACING AS
PERPENDICULAR ORIENTATIONS (UNLESS OTHERWISE DICTATED).
VENDOR. CONTRACTOR TO PROVIDE POWER HOOK UP AS REQUIRED.
SURFACES AND ALL CORNERS ARE TO BE TREATED WITH 90 DEGREE
REQUIRED.
10.
VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL PLUMBING,
COORDINATE WITH TENANT'S SECURITY VENDOR FOR EXACT POWER NEEDS.
ANGLES. ALL DISCIPLINES TO COORDINATE LAYOUTS, LOCATIONS AND
MECHANICAL DUCTS, STRUCTURAL ELEMENTS AND ALL OTHER RELATED
M/E/P & LIFE SAFETY WORK IN EXPOSED CEILING ('OPEN TO STRUCTURE
DESIGNS AS REQUIRED TO ACHIEVE THIS GOAL. COORDINATE WITH
4.
LIGHT FIXTURES, NEW SPRINKLERS AND OTHER CEILING ELEMENTS SHALL
ITEMS. INSTALL NEW PLUMBING, MECHANICAL, FANS, DUCTS, CONDUITS,
AREAS-) SHALL BE OF THE HIGHEST QUALITY INSTALLATION AND
ALL ACCESS PANELS (QUANTIFIES, SIZES, ETC.) SHALL BE SOLE DESIGN,
ARCHITECTS AS REQUIRED.
BE CENTERED IN THE 2'X2' SECTION OF INDIVIDUAL CEILING TILES U.N.O.
AND OTHER RELATED ITEMS SO AS TO NOT CONFLICT WITH AW/ALL—
WORKMANSHIP. SPIRAL DUCTING TO BE MILL FINISH, WITH TAGS AND
FURNISH AND INSTALLATION RESPONSIBILITY OF THE GENERAL
FIELD CONDITIONS INCLUDING LUMINAIRES. REVI
CONSTRUCTION MARKS REMOVED. PLUMBING TO BE LEVEL, STRAIGHT
CONTRACTOR, MEP AND LIFE SAFETY TRADES. IT IS THE INTENT OF THE
ALL GWB CEILING TO BE PAINTED P-1, UNO.
5.
PROVIDE CEILING ACCESS AS REQUIRED FOR EQUIPMENT AND SYSTEM
AND CLEANED FREE OF CONSTRUCTION MARKS OR DEBRIS. NOTE: IT IS
ARCHITECT TO MINIMIZE ACCESS PANELS IN ALL CONDITIONS. EVERY
UNDERSIDE OF GWB SOFFIT TO BE PAINTED P-3
MAINTENANCE, AND MATCH ADJACENT CEILING FINISH U.N.O.
11.
INSTALL NEW LIGHT FIXTURES WITH PROTECTIVE FILM OR SIMIL\p?&j1R,
THE DESIGN INTENT THAT THE DUCTWORK AND VAV TYPE BOXES ARE
EFFORT SHOULD BE MADE TO POSITION, GANG AND/OR RELOCATE
OVER LOUVER, LENS, BAFFLE, ETC. TO AVOID FIXTURE SOILIN( OR
EXPOSED, CENTRALIZED AND FEATURED WITHIN THE 'OPEN TO STRUCTURE
DEVICES REQUIRING ACCESS. ACCESS PANELS SHALL CONFORM TO
"LIFT
PROVIDE HVAC RETURN GRILLE DIRECTLY ABOVE WALL MOUNTED SERVER
6.
ALL SOFFITS AND CEILING HEIGHTS ARE DIMENSIONED FROM TOP OF
DAMAGE. FIXTURES SHALL BE MAINTAINED CLEAN AND AS NEW ALL
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AREAS".
INTEXFORMS & SHIFT" MODELS FOR CEILING APPLICATION AND
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FINISHED FLOOR TO BOTTOM OF FINISHED GYPSUM BOARD OR CEILING
LAMPS SHALL BE NEW AT PROJECT COMPLETION.
CONFIRM ALL FLOOR AND INDIVIDUAL ROOM SWITCHING CONTROLS
SIMILAR HINGED MODELS FOR WALL APPLICATIONS (INTERIOR ONLY).
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PROVIDE AND INSTALL F-6 AT STORAGE 1007.
TILE AND SHALL ALLOW FOR THICKNESS OF ALL FLOOR FINISHES.
DESIGN JPC
DRAWN TP I IVIS
CHECKED TP
NO. 16-0699
12.22.16 PERMIT
RECEIVED
CITY OF TUKWILA
DEC 2 2 20%
PERMIT CENTER
First Floor Reflected
WED FOR -%
:)MPLIANC4...eiling Plan
ROVED
17 2017
(SWITCHING, OCCUPANCY SENSORS, DIMMING CONTROLS AND ZONING) 7. ALL SPECIFIC INFORMATION CONCERNING INSTALLATION FOR VARIOUS & C i t�y Tukwila
WITH ARCHITECT PRIOR TO ROUGH IN AND ORDERING OF LIGHT FIXTURES. ALL EXISTING LIGHT FIXTURES SCHEDULED TO BE REMOVED. ABOVE -CEILING ELEMENTS ARE TO BE DESIGN BUILD, DOCUMENTATION 1 -4,1
1110211 1 *.9 BUILIN 4G DIVISION
CEILING MOUNTED ILLUMINATED EXIT LIGHT. FINAL EGRESS SIGNAGE BY OTHERS - PERMITTED SEPARATELY. 'D I Lc
QUANTITIES AND LOCATIONS SHALL BE DETERMINED BY BUILDING AND FIRE QJ9 PATCH CEILING AS REQUIRED WHERE EXISTING WALLS WERE REMOVED
INSPECTOR'S FIELD PLACEMENT DETERMINATION. REFER TO DESIGN -BUILD
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CHECKED TP
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12.22.16 PERMIT
RECEIVED
CITY OF TUKWILA
DEC 2 2 20%
PERMIT CENTER
First Floor Reflected
WED FOR -%
:)MPLIANC4...eiling Plan
ROVED
17 2017
(SWITCHING, OCCUPANCY SENSORS, DIMMING CONTROLS AND ZONING) 7. ALL SPECIFIC INFORMATION CONCERNING INSTALLATION FOR VARIOUS & C i t�y Tukwila
WITH ARCHITECT PRIOR TO ROUGH IN AND ORDERING OF LIGHT FIXTURES. ALL EXISTING LIGHT FIXTURES SCHEDULED TO BE REMOVED. ABOVE -CEILING ELEMENTS ARE TO BE DESIGN BUILD, DOCUMENTATION 1 -4,1
1110211 1 *.9 BUILIN 4G DIVISION
CEILING MOUNTED ILLUMINATED EXIT LIGHT. FINAL EGRESS SIGNAGE BY OTHERS - PERMITTED SEPARATELY. 'D I Lc
QUANTITIES AND LOCATIONS SHALL BE DETERMINED BY BUILDING AND FIRE QJ9 PATCH CEILING AS REQUIRED WHERE EXISTING WALLS WERE REMOVED
INSPECTOR'S FIELD PLACEMENT DETERMINATION. REFER TO DESIGN -BUILD
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Key Notes:
NO WORK THIS AREA, UNLESS OTHERWISE INDICATED.
GENERAL CONTRACTOR TO PROVIDE ALL REQUIRED BLOCKING, BRACING
AND MISC. SUPPORTS AS NECESSITATED BY THE ARCHITECTURAL,
MECHANICAL, ELECTRICAL AND OTHER SUBTRADES.
COORDINATE ALL EXPOSED ELECTRICAL, LOW VOLTAGE (WAP'S), AV,
MECHANICAL AND LIFE SAFETY DEVICES TO AVOID CONFLICTS. LIGHTING
PLACEMENT TO TAKE PRIORY OVER ALL OVER DEVICES AND. ABOVE
CEILING CONFLICTS. NOTE: IT IS THE ARCHITECTS EXPECTATION THAT ALL
EXPOSED FIXTURES AND EQUIPMENT RUN IN CONTINUOUS PARALLEL AND
PERPENDICULAR ORIENTATIONS (UNLESS OTHERWISE DICTATED).
M/E/P & LIFE SAFETY WORK IN EXPOSED CEILING ('OPEN TO STRUCTURE
AREAS-) SHALL BE OF THE HIGHEST QUALITY INSTALLATION AND
WORKMANSHIP. SPIRAL DUCTING TO BE MILL FINISH, WITH TAGS AND
CONSTRUCTION MARKS REMOVED. PLUMBING TO BE LEVEL, STRAIGHT
AND CLEANED FREE OF CONSTRUCTION MARKS OR DEBRIS. NOTE: IT IS
THE DESIGN INTENT THAT THE DUCTWORK AND VAV TYPE BOXES ARE
EXPOSED, CENTRALIZED AND FEATURED WITHIN THE 'OPEN TO STRUCTURE
AREAS".
CONFIRM ALL FLOOR AND INDIVIDUAL ROOM SWITCHING CONTROLS
(SWITCHING, OCCUPANCY SENSORS, DIMMING CONTROLS AND ZONING)
WITH ARCHITECT PRIOR TO ROUGH IN AND ORDERING OF LIGHT FIXTURES.
SCOPE OF WORK
STAFF
'IF# IF
%%., *� � � � � � � � � � � � 0000,
(Amn First Floor Reflected Ceiling Plan
C Scale: 1/4"=V -O"
Reflected Ceiling Notes:
1. COORDINATE THE WORK OF ALL TRADES INVOLVED IN THE CEILING WORK 8. NOTIFY ARCHITECT OF ANY CONFLICTS OF LIGHT FIXTURE LOCATIONS
TO ENSURE CLEARANCES FOR FIXTURES, DUCTS, PIPING, CEILING WITH MAIN RUNNERS, DUCTS, STRUCTURES, HVAC, AND/OR (E)CONDUIT,
SUSPENSION SYSTEM, ETC., NECESSARY TO MAINTAIN THE FINISHED PRIOR TO FRAMING FOR LIGHTS. ANY DISCREPANCIES BETWEEN
CEILING HEIGHTS INDICATED ON ARCHITECT'S DRAWINGS. ARCHITECT'S CEILING GRID LOCATION & ACTUAL FIELD CONDITIONS ARE
TO BE CLARIFIED WITH THE ARCHITECT PRIOR TO FRAMING.
2. PERIMETER CEILING ANGLE, WHERE OCCURS, SHALL BE INSTALLED TIGHT
TO VERTICAL SURFACES, FREE FROM CURVES, BREAKS OR OTHER 9. SUBMIT GRILLE, THERMOSTAT, AND OTHER FIXTURE AND ELEMENT
IRREGULARITIES AND PAINTED TO MATCH CEILING FINISH. LAYOUTS TO THE ARCHITECT FOR REVIEW AT LEAST 2 WEEKS PRIOR TO
INSTALLATION.
3. FURNISH AND INSTALL ALL ASSOCIATED TRIM AND SEISMIC BRACING AS
REQUIRED.
4. LIGHT FIXTURES, NEW SPRINKLERS AND OTHER CEILING ELEMENTS SHALI
BE CENTERED IN THE 2'X2' SECTION OF INDIVIDUAL CEILING TILES U.N.O.
5. PROVIDE CEILING ACCESS AS REQUIRED FOR EQUIPMENT AND SYSTEM
MAINTENANCE, AND MATCH ADJACENT CEILING FINISH U.N.O.
6. ALL SOFFITS AND CEILING HEIGHTS ARE DIMENSIONED FROM TOP OF
FINISHED FLOOR TO BOTTOM OF FINISHED GYPSUM BOARD OR CEILING
TILE AND SHALL ALLOW FOR THICKNESS OF ALL FLOOR FINISHES.
7. ALL SPECIFIC INFORMATION CONCERNING INSTALLATION FOR VARIOUS
ABOVE -CEILING ELEMENTS ARE TO BE DESIGN BUILD, DOCUMENTATION
BY OTHERS - PERMITTED SEPARATELY.
10. VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL PLUMBING,
MECHANICAL DUCTS, STRUCTURAL ELEMENTS AND ALL OTHER RELATED
ITEMS. INSTALL NEW PLUMBING, MECHANICAL, FANS, DUCTS, CONDUITS,
AND OTHER RELATED ITEMS SO AS TO NOT CONFLICT WITH ANY/ALL
FIELD CONDITIONS INCLUDING LUMINAIRES. r
11. INSTALL NEW LIGHT FIXTURES WITH PROTECTIVE FILM OR SIMILAR C,
OVER LOUVER, LENS, BAFFLE, ETC. TO AVOID FIXTURE SOILING OR
DAMAGE. FIXTURES SHALL BE MAINTAINED CLEAN AND AS NEW. ALL
LAMPS SHALL BE NEW AT PROJECT COMPLETION.
CEILING MOUNTED ILLUMINATED EXIT LIGHT. FINAL EGRESS SIGNAGE
ALL ACCESS PANELS (QUANTIFIES, SIZES, ETC.) SHALL BE SOLE DESIGN,
QUANTITIES AND LOCATIONS SHALL BE DETERMINED BY BUILDING AND FIRE
FURNISH AND INSTALLATION RESPONSIBILITY OF THE GENERAL
INSPECTOR'S FIELD PLACEMENT DETERMINATION. REFER TO DESIGN -BUILD
CONTRACTOR, MEP AND LIFE SAFETY TRADES. IT IS THE INTENT OF THE
ELECTRICAL FOR ADDITIONAL INFORMATION.
ARCHITECT TO MINIMIZE ACCESS PANELS IN ALL CONDITIONS. EVERY
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EGRESS LIGHTING SHALL BE DESIGNED BY A LICENSED ELECTRICAL
EFFORT SHOULD BE MADE TO POSITION, GANG AND/OR RELOCATE
ENGINEER BASED ON FINAL FLOOR PLAN(S) AND THE MOST CURRENT (IN
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DEVICES REQUIRING ACCESS. ACCESS PANELS SHALL CONFORM TO
"LIFT
FORCE) ISSUE OF THE IBC, IEC AND LOCAL CODES/ORDINANCES. THE
INTEXFORMS & SHIFT" MODELS FOR CEILING APPLICATION AND
4-4
ENGINEER MAY USE THE ARCHITECTS EGRESS MAPS (COMMON PATH OF
SIMILAR HINGED MODELS FOR WALL APPLICATIONS (INTERIOR ONLY).
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TRAVEL/EXIT TRAVEL DISTANCE) AS STARTING POINT FOR A BASIS OF
OPEN TO STRUCTURE (OTS) CEILINGS AND EXISTING CEILING ELEMENTS
DESIGN. HOWEVER, IT SHALL REMAIN THE SOLE RESPONSIBILITY OF THE
TO BE PAINTED P-1. PROVIDE NEW SPIRAL DUCTWORK IN OTS AREAS.
ENGINEER TO COMPLETE A SCOPE OF WORK THAT ADDRESSES ALL
NEW DUCTWORK & NEW CONDUIT TO BE PAINTED. ANY IN -WALL
EGRESS LIGHTING I.E.; ROOMS, SPECIALIZED SPACES, PATHWAYS, ETC. PER
TRANSFER GRILLS TO BE PAINTED TO MATCH WALLS.
THE AFOREMENTIONED CODES. FINAL EGRESS LIGHTING QUANTITIES AND
PROVIDE EXHAUST FAN THIS ROOM. CFM TO BE BASED ON USE AND
LOCATIONS SHALL BE DETERMINED BY BUILDING AND FIRE INSPECTOR'S
VOLUME OF ROOM. VENT PER BUILDING STANDARD REQUIREMENTS AND
FIELD PLACEMENT DETERMINATION.
LOCAL JURISDICTIONAL CODES. REFER TO MECHANICAL DESIGN -BUILD
THE INTENT AT THE OPEN TO STRUCTURE CEILING AREAS IS TO KEEP
DOCUMENTS FOR ADDITIONAL INFO.
THE AREAS AS ORDERLY AS POSSIBLE. INCLUDING BUT NOT LIMITED TO
PATCH AND REPAIR ANY DAMAGE FROM PRIOR TENANT'S GRILL VENT.
WIRING, CABLING, DUCT WORK AND SPRINKLER LINES. OPEN TO
STRUCTURE ELEMENTS TO BE LAID OUT PARALLEL TO ADJACENT
ALL EXISTING LIGHT FIXTURES SCHEDULED TO BE REMOVED.
SURFACES AND ALL CORNERS ARE TO BE TREATED WITH 90 DEGREE
ANGLES. ALL DISCIPLINES TO COORDINATE LAYOUTS, LOCATIONS AND
DESIGNS AS REQUIRED TO ACHIEVE THIS GOAL. COORDINATE WITH
ARCHITECTS AS REQUIRED.
(Amn First Floor Reflected Ceiling Plan
C Scale: 1/4"=V -O"
Reflected Ceiling Notes:
1. COORDINATE THE WORK OF ALL TRADES INVOLVED IN THE CEILING WORK 8. NOTIFY ARCHITECT OF ANY CONFLICTS OF LIGHT FIXTURE LOCATIONS
TO ENSURE CLEARANCES FOR FIXTURES, DUCTS, PIPING, CEILING WITH MAIN RUNNERS, DUCTS, STRUCTURES, HVAC, AND/OR (E)CONDUIT,
SUSPENSION SYSTEM, ETC., NECESSARY TO MAINTAIN THE FINISHED PRIOR TO FRAMING FOR LIGHTS. ANY DISCREPANCIES BETWEEN
CEILING HEIGHTS INDICATED ON ARCHITECT'S DRAWINGS. ARCHITECT'S CEILING GRID LOCATION & ACTUAL FIELD CONDITIONS ARE
TO BE CLARIFIED WITH THE ARCHITECT PRIOR TO FRAMING.
2. PERIMETER CEILING ANGLE, WHERE OCCURS, SHALL BE INSTALLED TIGHT
TO VERTICAL SURFACES, FREE FROM CURVES, BREAKS OR OTHER 9. SUBMIT GRILLE, THERMOSTAT, AND OTHER FIXTURE AND ELEMENT
IRREGULARITIES AND PAINTED TO MATCH CEILING FINISH. LAYOUTS TO THE ARCHITECT FOR REVIEW AT LEAST 2 WEEKS PRIOR TO
INSTALLATION.
3. FURNISH AND INSTALL ALL ASSOCIATED TRIM AND SEISMIC BRACING AS
REQUIRED.
4. LIGHT FIXTURES, NEW SPRINKLERS AND OTHER CEILING ELEMENTS SHALI
BE CENTERED IN THE 2'X2' SECTION OF INDIVIDUAL CEILING TILES U.N.O.
5. PROVIDE CEILING ACCESS AS REQUIRED FOR EQUIPMENT AND SYSTEM
MAINTENANCE, AND MATCH ADJACENT CEILING FINISH U.N.O.
6. ALL SOFFITS AND CEILING HEIGHTS ARE DIMENSIONED FROM TOP OF
FINISHED FLOOR TO BOTTOM OF FINISHED GYPSUM BOARD OR CEILING
TILE AND SHALL ALLOW FOR THICKNESS OF ALL FLOOR FINISHES.
7. ALL SPECIFIC INFORMATION CONCERNING INSTALLATION FOR VARIOUS
ABOVE -CEILING ELEMENTS ARE TO BE DESIGN BUILD, DOCUMENTATION
BY OTHERS - PERMITTED SEPARATELY.
10. VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL PLUMBING,
MECHANICAL DUCTS, STRUCTURAL ELEMENTS AND ALL OTHER RELATED
ITEMS. INSTALL NEW PLUMBING, MECHANICAL, FANS, DUCTS, CONDUITS,
AND OTHER RELATED ITEMS SO AS TO NOT CONFLICT WITH ANY/ALL
FIELD CONDITIONS INCLUDING LUMINAIRES. r
11. INSTALL NEW LIGHT FIXTURES WITH PROTECTIVE FILM OR SIMILAR C,
OVER LOUVER, LENS, BAFFLE, ETC. TO AVOID FIXTURE SOILING OR
DAMAGE. FIXTURES SHALL BE MAINTAINED CLEAN AND AS NEW. ALL
LAMPS SHALL BE NEW AT PROJECT COMPLETION.
A'""' S EAT T L E
NEM METROPOLITAN
REW CREDIT UNION
Southcenter Square
17250 Southcenter Blvd.
Tukwila, WA 98188
DESIGN JPC
DRAWN TP I MS
CHECKED TP
NO. 16-0699
12.22.16 PERMIT
RECEIVED
CITY OF TUKWILA
DEC 2 2 2016
PERMITCENTER
Mezzanine Reflected
�_EVIEWED F
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APPROVED
JAN 17 2017
City of Tukwila
ILDING DIVISIJ444,2
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Southcenter Square
17250 Southcenter Blvd.
Tukwila, WA 98188
DESIGN JPC
DRAWN TP I MS
CHECKED TP
NO. 16-0699
12.22.16 PERMIT
RECEIVED
CITY OF TUKWILA
DEC 2 2 2016
PERMITCENTER
Mezzanine Reflected
�_EVIEWED F
)E COMPLICAP ng Plan
APPROVED
JAN 17 2017
City of Tukwila
ILDING DIVISIJ444,2
@ 2013, JPC Architects, PLLC
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SERVICE
1000 1001 COL 1003 ION COL 1004 ION 1007 1006
SEE SHEET 1-4.0 FOR
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COFFEE
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Accessories Schedule:
(Provided & Installed by Contractor U.N.0)
ITEM DESCRIPTION
GRAB BARS
MFR: BOBRICK
MODEL: (ONE OF EACH) B -5806X18, B -5806X36,
8— 5806X42
F-2] TOILET TISSUE DISPENSER
MFR: BOBRICK
MODEL: B-4288 — SATIN FINISH STAINLESS STEEL
F3-] SEAT DISPENSER
MFR: BOBRICK
MODEL: B-4221 — SURFACE MOUNTED
F4-� AUTOMATIC HAND DRYER
MFR: DYSON
MODEL: AIR BLADE V
FINISH: AB12 — SPRAYED NICKEL
MIRROR
MIRROR, MASTIC HUNG TO WALL, VERIFY SIZE PRIOR TO ORDER.
SANITARY NAPKIN DISPOSAL
MFR: BOBRICK
MODEL: B270; STAINLESS STEEL
NOTE: CONTRACTOR TO VERIFY THAT ALL ACCESSORIES FITS PRIOR
FABRICATION.
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1 . ALL AREAS TO RECEIVE CARPET AND BASE AS SCHEDULED U.N.O.
2. ALL AREAS TO RECEIVE RB -1 U.N.O.
3. ALL WALLS & PARTITIONS TO RECEIVE P-1 U.N.O.
4. PREP ALL EXISTING FLOOR SURFACES TO RECEIVE NEW FINISHES AS
SCHEDULED.
5. PROVIDE PAINT APPLICATION APPROPRIATE TO THE SUBSTRATE TO
WHICH IT IS TO BE APPLIED.
6. ALL EXPOSED GYP. BD. SURFACES, BOTH EXISTING AND NEW, ARE TO
RECEIVE NEW PAINT FINISH. PREP ALL SURFACES AS REQUIRED FOR
NEW PAINT FINISH. PROVIDE ONE PRIME COAT PLUS TWO FINISH COAT
7. CHANGES IN FLOOR MATERIALS THAT OCCUR AT FRAMED DOOR
OPENINGS SHALL OCCUR AT THE CENTERLINE OF THE DOOR IN THE
CLOSED POSITION.
8. ANY DECORATIONS USED SHALL BE NON—COMBUSTIBLE OR FLAME —
RETARDANT TREATED IN AN APPROVED OF MANNER (CURTAINS, DRAPES,
SHADES, HANGINGS, ETC.)
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9. ALL INTERIOR PARTITIONS, CEILING FINISHES AND TRIM OF PUBLIC AREAS
TO COMPLY WITH CLASS 1 MATERIAL CLASSIFICATION; FLAME SPREAD
RATING 0 TO 25, SMOKE DEVELOPED 200. ALL INTERIOR WALL AND
CEILING FINISHES AND TRIM OF NON—PUBLIC AREAS TO COMPLY WITH
CLASS 2 MATERIAL CLASSIFICATION; FLAME SPREAD RATING 26 TO 75,
SMOKE DEVELOPED 450.
10. FLOOR COVERINGS OF PUBLIC AREAS TO MEET CLASS A INTERIOR FLOOR
FINISH REQUIREMENTS; CRITICAL RADIANT FLUX OF 0.45 WATTS PER
SQUARE CENTIMETER OR HIGHER, FLOOR COVERINGS OF NON—PUBLIC
AREAS TO MEET CLASS B INTERIOR FLOOR FINISH REQUIREMENTS;
CRITICAL RADIANT FLUX BETWEEN 0.22 WATTS PER SQUARE CENTIMETER
AND 0.44 WATTS PER SQUARE CENTIMETER.
11. CARPET INSTALLATION TO MEET THE GUIDELINES OF THE CARPET AND
RUG INSTITUTE—CRI CARPET INSTALLATION STANDARD—CURRENT EDITI%P(
12. PROVIDE FINISHED SCRIBE STRIPS AND FINISHED MILLWORK EDGES T)
CREATE A FINISHED REVEAL CONDITION WHERE MILLWORK COUNTERS,
CABINETS, ETC. "ABUT" ADJACENT PARTITION CONSTRUCTION. ALL
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17250 Southcenter Blvd.
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DESIGN JPC
DRAWN TP I MS
CHECKED TP
NO. 16-0699
12.22.16 PERMIT
RECEIVED
CITY OF TUKWILA
DEC 2 2 2016
PERMIT CENTER
I
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APPROVED
JAN 17 2017
r Finish Plan
LAMINATE FINISH AS THE CASEWORK ITEM THEY "ABUT". [ ity of Tukwila 6A
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DESIGN JPC
DRAWN TP I MS
CHECKED TP
NO. 16-0699
12.22.16 PERMIT
RECEIVED
CITY OF TUKWILA
DEC 2 2 2016
PERMIT CENTER
I
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APPROVED
JAN 17 2017
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Finish Notes:
1. ALL AREAS TO RECEIVE CARPET AND BASE AS SCHEDULED U.N.O.
2. ALL AREAS TO RECEIVE RB -1 U.N.O.
3. ALL WALLS & PARTITIONS TO RECEIVE P-1 U.N.O.
4. PREP ALL EXISTING FLOOR SURFACES TO RECEIVE NEW FINISHES AS
SCHEDULED.
5. PROVIDE PAINT APPLICATION APPROPRIATE TO THE SUBSTRATE TO
WHICH IT IS TO BE APPLIED.
6. ALL EXPOSED GYP. BD. SURFACES, BOTH EXISTING AND NEW, ARE TO
RECEIVE NEW PAINT FINISH. PREP ALL SURFACES AS REQUIRED FOR
NEW PAINT FINISH. PROVIDE ONE PRIME COAT PLUS TWO FINISH COA
9. ALL INTERIOR PARTITIONS, CEILING FINISHES AND TRIM OF PUBLIC AREAS
TO COMPLY WITH CLASS 1 MATERIAL CLASSIFICATION; FLAME SPREAD
RATING 0 TO 25, SMOKE DEVELOPED 200. ALL INTERIOR WALL AND
CEILING FINISHES AND TRIM OF NON—PUBLIC AREAS TO COMPLY WITH
CLASS 2 MATERIAL CLASSIFICATION; FLAME SPREAD RATING 26 TO 75,
SMOKE DEVELOPED 450.
10. FLOOR COVERINGS OF PUBLIC AREAS TO MEET CLASS -A INTERIOR FLOOR
FINISH REQUIREMENTS; CRITICAL RADIANT FLUX OF 0.45 WATTS PER
SQUARE CENTIMETER OR HIGHER, FLOOR COVERINGS OF NON—PUBLIC
AREAS TO MEET CLASS B INTERIOR FLOOR FINISH REQUIREMENTS;
CRITICAL RADIANT FLUX BETWEEN 0.22 WATTS PER SQUARE CENTIMETER
AND 0.44 WATTS PER SQUARE CENTIMETER.
11. CARPET INSTALLATION TO MEET THE GUIDELINES OF THE CARPET
7. CHANGES IN FLOOR MATERIALS THAT OCCUR AT FRAMED DOOR RUG INSTITUTE—CRI CARPET INSTALLATION STANDARD—CURRENT
OPENINGS SHALL OCCUR AT THE CENTERLINE OF THE DOOR IN THE
CLOSED POSITION. 12. PROVIDE FINISHED SCRIBE STRIPS AND FINISHED MILLWORK ED
CREATE A FINISHED REVEAL CONDITION WHERE MILLWORK COU
8. ANY DECORATIONS USED SHALL BE NON—COMBUSTIBLE OR FLAME — CABINETS, ETC. "ABUT" ADJACENT PARTITION CONSTRUCTION. AL
RETARDANT TREATED IN AN APPROVED OF MANNER (CURTAINS, DRAPES, EXPOSED REVEAL SURFACES AND EDGES TO HAVE SAME PLASTI
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NO. 16-0699
12.22.16 PERMIT
RECEIVED
CITY OF TUKWILA
DEC 2 2 2016
PERMIT CENTER
Mezzanine Finish Plan
IEWED FOR
:PROVED
JAN 17 2017
Cityl of Tukwila
BUILDING DIVISION
1-6,2
@ 2013, JPC Architects, PLLC
18 mils STUDS (25 GA)
STUD
SIZE
STUD
SPACING
LIMITING WALL HEIGHT
NON—COMPOSITE
COMPOSITE
162S125
12"
7'-8"
8'-101'
(1 —5/8")
169'
61-11"
8p-4"
2411
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250S125
(2-1/2")
12"
10'-61p
1 V-1 1 "
161)
91-711
11 9-3'j
2411
2411
81-311
101-711
362S125
3--5/811
12"
149-01p
151-4"
16?1
129-21?
141-411
24"
14'—Olp
131-511
40OS125
41p)
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12"
191-091
16'-511
16's
17'-6 1!
15'-411
2411
15'-71p
141-213
60OS125
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1
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251-15"
221-1
1610
91
23-2
1 gp—glj
2411
20'-311
161-911
30 mils STUDS (20 GA — DRYWALL)
STUD
SIZE
STUD
SPACING
LIMITING WALL HEIGHT
NON—COMPOSITE
COMPOSITE
162S125
(1 —5/8")
12"
gp-311
91-1111
160)
80-511
91-211
24"
7'-411
81-311
250S125
(2-1/2")
12"
12'-911
13'-21)
1611
111-711
12'-1 pi
2411
101-2'9
101-991
362S125
3-5/8"
12"
179—011
171-1"
1610
0
15 —6"
15'-811
241)
13'-61)
14'—Olp
40OS125
(4p)
12"
181-51p
191-091
16"
16P-8"
17'-6 1!
24pp
14y -71p
15'-71p
60OS125
(61p)
12"
25'-201
251-15"
16"
22'-11
91
23-2
2411
1
20'-311
33 mils STUDS (20 GA)
STUD
SIZE
STUD
SPACING
LIMITING WALL HEIGHT
NON—COMPOSITE
COMPOSITE–note 3
162S125
(1 —5/8")
12"
91-13"
101-411
1601
81-813
91-8$0
241)
71-7"
8)-911
250S125
(2-1/2")
12"
13'-21?
13'-11
1612
121-01)
12'-10"
F241'
101-15"
111-711
362S125
3-5/811
12"
171-719
17'— 10"
16"
161-01f
169-5pp
2411
141-01f
149-910
40OS125
12"
199-011
19,-11"
(401)
1611
17'—S?
181-41p
24"
151-1 It
1 60-51p
60OS125
(611)
12"
26'-20)
261-910
1611
231-9p'
241-611
1 24"
20P -6p)
211-71p
Non -Bearing Non -Structural Limiting Wall Height Tables
NON—BEARING WALL HEIGHT TABLE NOTES
1. WALL HEIGHTS ARE BASED ON ALLOWABLE
DEFLECTION OF L/240.
2. WALLS ARE TO RECEIVE MINIMUM 1/2-
GWB BOTH SIDES.
3. IF WALL HEIGHT FOR COMPOSITE ACTION
IS USED, GWB IS TO BE FASTENED WITH
MINIMUM #6 SCREW AT 12" O.C.
4. HEIGHTS ARE BASED ON THE SSMA
CATALOG.
5. TABLES ARE BASED ON 5 PSF LATERAL
LOAD.
6. TABLES'TO BE USED FOR NON—BEARING
NON—STRUCTURAL STUD WALLS ONLY.
7. MATERIAL GAUGES ARE FOR REFERENCE
ONLY.
8. WHERE GWB DOES NOT EXTEND TO TOP
OF STUDS USE LIMITING WALL HEIGHTS
FOR NON COMPOSITE WALLS AND PROVIDE
MECHANICAL BRACING OF STUD FLANGES
PER SSMA STANDARDS.
DESI
DER
Omil
WAL
EXIS
AND
EXISTING STRUCTURE
FILL VOID WITH ACOUSTICAL SEALANT BOTH SIDES
(OUTER) DEFLECTION TRACK
(INNER) HEAD TRACK
SECURE STUDS TO LEG OF HEAD TRACK
INSULATION AS NOTED BELOW
INSULATION TO EXTEND 2'-0" BEYOND EACH
SIDE OF WALL AS NOTED BELOW
CEILING AS SPECIFIED, NOTE, SOME LOCATIONS OPEN TO
STRUCTURE.
ONE LAYER 5/8" GWB EACH SIDE OF WALL
CONT. MTL. RUNNER MECHANICALLY FASTENED TO
SUBFLOOR WITH 0.157" DIA. HILTI XU EVERY 24" O.C.
(25 GA. TRACK 48" O.C. WITH 20 GA.), WITH AN EMBED.
DEPTH OF 3/4"
SPECIFIED BASE
ACOUSTICAL SEALANT BOTH SIDES
FINISHED FLOOR
1/8" FOAM TAPE
WALL
TYPE
WALL HT.
STUD SIZE
STUD
THICKNESS
STUD SPACING
WALL
THICKNESS
INSULATION
UL DE IGN NO.
COMMENTS
WALL
I CEILING
B
VARIES
3 5 /,9"
30 Mils
94" n r
4 7 /8"
SB
SB
REF. 7&8/1-9.1
FnR ARANNG
Full Ht. Partition
Scale: 3"=l'–O"
*SB=SOUND AZIFENUATION -BATTS FR=FIRE RESISTIVE
PROVIDE WALL BRACING @ ALL NON—LOAD BEARING
WALLS SO THAT NO WALL HAS AN UNSUPPORTED
LENGTH GREATER THAN 9'-0".
EXCEPTION: WALLS THAT ARE 12'-0" OR LESS IN
LENGTH & SUPPORTED @ EA. END BY AN INTERSECTING
WALL OR STRUCTURE DO NOT REQUIRE WALL BRACING.
INTERSECTING WALLS ARE CONSIDERED AS WALL SUPPORTS.
WALLS MAY ONLY EXTEND UP TO 2'-0" BEYOND AND A
SUPPORT WITHOUT BEING SUPPORTED AT ITS END
FASTEN TO STRUCTURE ABOVE WITH
3/16" DIA. POWDER ACT. FASTENERS,
MIN. 1000 LB. PULLOUT (@ STL.
DECK FASTEN W/ (2) #10 SCREWS)
ACOUSTICAL TILE CEILING
METAL CASING BEAD
2-1/2" (22 GA.) TRACK W/
(2) #10 SCREWS @ 24" O.C.
PAINT EXPOSED SURFACES
FLAT BLACK
SHIM AS REQ'D, SECURE TO GRID
INSULATION TO EXTEND 2'-0" BEYOND EACH SIDE
OF WALL AS NOTED BELOW
CEILING AS SPECIFIED
PAINT REVEAL FLAT BLACK OR TAPED BLACK
INSULATION AS NOTED BELOW
ONE LAYER 5/8" GWB EACH SIDE OF WALL
MTL. STUDS — WIDTH, GA. & SPACING
AS NOTED BELOW
CONT. MTL. RUNNER MECHANICALLY FASTENED TO SUBFLOOR
WITH 0.157" DIA. HILTI XU EVERY 24" O.C. (25 GA. TRACK
48" O.C. WITH 20 GA.), WITH AN EMBED. DEPTH OF 3/4"
SPECIFIED BASE
FINISHED FLOOR
1/8" FOAM TAPE
TYPE
WALL HT.
STUD SIZE
THICKNESS
STUD SPACING
THICKNESS
INSULATION
RRE RA TING/
I UL DESIGN NO.
COMMENTS
WALL
I CEILING
B
VARIES
2 1/2"
18 Mils
24" O.C.
3 3 /4"
REF. 7&8/1-9.1
FnR ARANNG
Ceiling Ht. Partition
Scale: 3"=1'–O"
*SB=SOUND AlTENUATION BATTS FR=FlRE RESISTIVE
0
0 0
Not Used Not Used Partition Bracing Detail Partition Bracing Detail
Scale: 3"=l'–O" Scale: 3"=l'–O" Scale: 3"=l'–O" Scale: 3"=l'–O"
APPROVED "FIRE
EXTINGUISHER"
SIGNAGE — 3" HIGH
WHITE HELVETICA
LETTERING ON RED
BACKING OF 8"X12"
SIGN. PROVIDE
SIGNAGE ON ALL
FOUR SIDES OF
COLUMN ENCLOSURE
WHEN FIRE
EXTINGUISHER
OCCURS AT COLUM�
BUILDING STANDARD
FIRE EXTINGUISHER
CABINET
WHEN LOCATED AT
COLUMNS, CABINET
AND SIGNAGE TO
BE CENTERED ON
COLUMN ENCLOSUR
.
TYPICAL, U.N.O.
-.7w x I W -ml 5 1 a whim KTA'TAI.M
NOTE INSTALL LOCAL ELECTRICAL AND TELEPHONE WALL NOTE: HEIGHTS ARE AS NOTED
OUTLETS AND SWITCHPLATES AT NEAREST STUD FROM SCALED UNLESS DIRECTED BY B/S TO
LOCATION ON PLAN UNLESS SPECIFICALLY DIMENSIONED. BE DIFFERENT
Typical Mounting Heights
Scale: N.T.S.
Typical Partition at Curtain Wall
Scale: 3/4"=l'–O"
DO NOT SECURE PARTITION TO GLAZING
SYSTEM, ATTACH AT WALL ABOVE AND
BELOW GLAZING
BOX STUD TO CONFORM TO SITE
CONDITIONS
LINE OF SILL (VARIES PER SITE
CONDITION)
MTL. STUD ATTACHED TO
VERTICAL MULLION W/ DOUBLE
SIDED (STICKY) FOAM TAPE
Typical Mullion/Partition Intersection
Scale: 3"=l'–O"
j
STUD WIDTH TO MATCH WALL; 20 GA.
TRACK CONNECTED TO CONC. SLAB
W/ 3/16" DIA. X 5/8" LONG POWDER
ACTIVATED FASTENERS (4 MIN.)
STRUCTURE ABOVE
STUD WIDTH TO MATCH WALL;
20 GA. BRACE @ 6'-0" O.C. MAX.
2-1/2" X 20 GA. TRACK
ANCHOREDTO CHANNEL
ACOUSTICAL TILE CEILING
BLOCKING AS REQUIRED
METAL CASING BEAD
22 GA. 2-1/2" RUNNER & CONT.
FOAM PAD — ATTACH TO CEILING
GRID W/ (2) #10 SCREWS @
24" O.C. PAINT REVEAL FLAT BLACK
OR USE BLACK RUNNER
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NO. 16-0699
12.22.16 PERMIT
RECEIVED
CITY OF TUKWILA
DEC 2 20%
PERMIT CENTER
Construction Details
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STUD WIDTH TO MATCH WALL; 20 GA.
TRACK CONNECTED TO CONC. SLAB
W/ 3/16" DIA. X 5/8" LONG POWDER
ACTIVATED FASTENERS (4 MIN.)
STRUCTURE ABOVE
STUD WIDTH TO MATCH WALL;
20 GA. BRACE @ 6'-0" O.C. MAX.
2-1/2" X 20 GA. TRACK
ANCHOREDTO CHANNEL
ACOUSTICAL TILE CEILING
BLOCKING AS REQUIRED
METAL CASING BEAD
22 GA. 2-1/2" RUNNER & CONT.
FOAM PAD — ATTACH TO CEILING
GRID W/ (2) #10 SCREWS @
24" O.C. PAINT REVEAL FLAT BLACK
OR USE BLACK RUNNER
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DESIGN JPC
DRAWN TP I MS
CHECKED TIP
NO. 16-0699
12.22.16 PERMIT
RECEIVED
CITY OF TUKWILA
DEC 2 20%
PERMIT CENTER
Construction Details
(IEWED FOR
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PPROVED
N 17 2017
C �y of Tukwila
BUILI)ING DIVISION I
I
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2
PROVIDE CEILING EXPANSION
JOINTS AS NECESSARY DIVIDING
CEILING INTO AREAS NO
GREATER THAN 2,500 S.F.
Expansion Joint for Ceil_ing Exceeding 2500 SF
Scale: 3*'=1'-0"
m
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Header Detail
Scale: 3"=1'-0'
SEE RCP
HEADER
SOUND BATT
INSULATION
BRACE TO STRUCTURE
ABOVE
OTS CEILING PER RCP
GWB CEILING PER RCP
GWB CEILING PER
RCP
HANGER WIRE i
PERIMETER MAII
AND PERIMETEF
CROSS TEE
CAT. D, E & F
ATTACHED BERC2
BY ARMSTRONG
CEILING
ARMSTRONG STABILIZER
3AR OR OTHER SUITABLE
3YSTEM TO KEEP PERIMETER
"OMPONENTS FROM
3PREADING APART
TYPICAL WALL MOULDING
3Y ARMSTRONG CEILING
FYPICAL HEAVY DUTY
3USPENDED CEILING
"RID SYSTEM BY
\RMSTRONG
Suspended Ceiling 0) Perimeter Support
Scale: 1 1/2"=V-0"
EXISTING STRUCTUTRE
��EXISTING STRUCTURE
PAINT R EVEAL FLA
PAINT REVEAL FLAT
BLACK OR TAPED
kll
BLACK
BLACK
ONE LAYER 5/8" GWB
ONE LAYER 5/8" GW6
rA I I �IM�
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Header Detail
Scale: 3"=1'-0'
SEE RCP
HEADER
SOUND BATT
INSULATION
BRACE TO STRUCTURE
ABOVE
OTS CEILING PER RCP
GWB CEILING PER RCP
GWB CEILING PER
RCP
HANGER WIRE i
PERIMETER MAII
AND PERIMETEF
CROSS TEE
CAT. D, E & F
ATTACHED BERC2
BY ARMSTRONG
CEILING
ARMSTRONG STABILIZER
3AR OR OTHER SUITABLE
3YSTEM TO KEEP PERIMETER
"OMPONENTS FROM
3PREADING APART
TYPICAL WALL MOULDING
3Y ARMSTRONG CEILING
FYPICAL HEAVY DUTY
3USPENDED CEILING
"RID SYSTEM BY
\RMSTRONG
Suspended Ceiling 0) Perimeter Support
Scale: 1 1/2"=V-0"
PER RCP
Header Detail
Scale: 3"=1'-0"
SEE RCP
31UL
SOUND BATT
INSULATION
BRACE TO STRUCTURE
ABOVE
OTS CEILING PER RCP
GWB CEILING PER RCP
NO. 9 GA. LATERAL SUPPORT WIRE WITHIN 3"
OF EACH CORNER OF LIGHT FIXTURE. SPLAY
WIRES AS SHOWN AND FASTEN TO BEAM OR
PURLIN. MIN. OF 3 WIRE TURNS EACH.
CONNECTION POINT
NO. 9 GA. LATERAL SUPPORT WIRE AT -
CENTER ENDS OF EA. FIXTURE. FIXTURE
SUPPORT WIRE SUPPLIED BY CEILING
CONTRACTOR
Light Fixture Bracing Diagram
Scale: N.T.S.
,,-\ 60- MAX. TYP.
45 -
RECESSED FLUORESCENT
FIXTURE
MAIN STRUCTURAL
RUNNER 4'-0" O.C.
NOTES:
1. LATERAL BRACING CLUSTER: (4) 12 GA. GALV. SOFT -ANNEALED MILD STEEL WIRES SECURED TO MAIN RUNNER
WITHIN 2" OF CROSS 'T' AND SPLAYED 90 DEGREES FROM EACH OTHER AT 45 DEGREES MAX. ABOVE HORIZONTAL.
CLUSTERS PLACED 12'-0" O.C. MAX. AND 6'-0" MAX. FROM EACH WALL. WIRES SHOULD BE TAUT WITHOUT
CAUSING CEILING TO LIFT.
2. SUSPENSION WIRE: 12 GA. GALV. SOFT -ANNEALED MILD STEEL WIRE ENCASED IN J" DIAM. CONDUIT (FOR UPLIFT
RESTRAINT); SECURE WIRE TO MAIN RUNNER WITHIN 2" OF CROSS 'T. CONDUIT TO OCCUR AT EVERY LATERAL
BRACING CLUSTER AND SUSPENSION WIRES TO OCCUR AT 4'-0" O.C. MAX. EACH WAY.
3 TURNS MIN.
WITHIN 3" TYP.
NOTE #1
FASTEN RUNNERS
TO PERIMETER
WALL ANGLE AT
(2) ADJACENT
SIDES. PROVIDE
MIN. 2" WIDE
WALL ANGLE
MAIN RUNNER,
HEAVY DUTY
CROSS 'T"
VIEW SHOWING LATERAL BRACING
CLUSTER AND SUSPENSION WIRE
Ceiling Bracing Diagram
Scale: N.T.S.
NOTE #2
NOTE #1
45' MAX. TYP.
RUNNER ENDS AT
OPPOSITE WALLS
2" MAX. TYP. TO FLOAT FREE
ON PERIMETER
ANGLE. PROVIDE
3/4" CLEARANCE
45- MAX. TYP.
M AIX. TYP.
BETWEEN ENDS OF
GRID & WALL
REVIEWED FO
CODE COMPLIAt
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2017
JAN 17
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DESIGN JPC
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CHECKED TP
NO. 16-0699
12.22.16 PERMIT
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CITY OF TUKWILA
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Ceiling Details
��EXISTING STRUCTURE
PAINT REVEAL FLAT
BLACK OR TAPED
BLACK
ONE LAYER 5/8" GW6
PER RCP
Header Detail
Scale: 3"=1'-0"
SEE RCP
31UL
SOUND BATT
INSULATION
BRACE TO STRUCTURE
ABOVE
OTS CEILING PER RCP
GWB CEILING PER RCP
NO. 9 GA. LATERAL SUPPORT WIRE WITHIN 3"
OF EACH CORNER OF LIGHT FIXTURE. SPLAY
WIRES AS SHOWN AND FASTEN TO BEAM OR
PURLIN. MIN. OF 3 WIRE TURNS EACH.
CONNECTION POINT
NO. 9 GA. LATERAL SUPPORT WIRE AT -
CENTER ENDS OF EA. FIXTURE. FIXTURE
SUPPORT WIRE SUPPLIED BY CEILING
CONTRACTOR
Light Fixture Bracing Diagram
Scale: N.T.S.
,,-\ 60- MAX. TYP.
45 -
RECESSED FLUORESCENT
FIXTURE
MAIN STRUCTURAL
RUNNER 4'-0" O.C.
NOTES:
1. LATERAL BRACING CLUSTER: (4) 12 GA. GALV. SOFT -ANNEALED MILD STEEL WIRES SECURED TO MAIN RUNNER
WITHIN 2" OF CROSS 'T' AND SPLAYED 90 DEGREES FROM EACH OTHER AT 45 DEGREES MAX. ABOVE HORIZONTAL.
CLUSTERS PLACED 12'-0" O.C. MAX. AND 6'-0" MAX. FROM EACH WALL. WIRES SHOULD BE TAUT WITHOUT
CAUSING CEILING TO LIFT.
2. SUSPENSION WIRE: 12 GA. GALV. SOFT -ANNEALED MILD STEEL WIRE ENCASED IN J" DIAM. CONDUIT (FOR UPLIFT
RESTRAINT); SECURE WIRE TO MAIN RUNNER WITHIN 2" OF CROSS 'T. CONDUIT TO OCCUR AT EVERY LATERAL
BRACING CLUSTER AND SUSPENSION WIRES TO OCCUR AT 4'-0" O.C. MAX. EACH WAY.
3 TURNS MIN.
WITHIN 3" TYP.
NOTE #1
FASTEN RUNNERS
TO PERIMETER
WALL ANGLE AT
(2) ADJACENT
SIDES. PROVIDE
MIN. 2" WIDE
WALL ANGLE
MAIN RUNNER,
HEAVY DUTY
CROSS 'T"
VIEW SHOWING LATERAL BRACING
CLUSTER AND SUSPENSION WIRE
Ceiling Bracing Diagram
Scale: N.T.S.
NOTE #2
NOTE #1
45' MAX. TYP.
RUNNER ENDS AT
OPPOSITE WALLS
2" MAX. TYP. TO FLOAT FREE
ON PERIMETER
ANGLE. PROVIDE
3/4" CLEARANCE
45- MAX. TYP.
M AIX. TYP.
BETWEEN ENDS OF
GRID & WALL
REVIEWED FO
CODE COMPLIAt
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2017
JAN 17
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Tukwila, WA 98188
DESIGN JPC
DMWN TP I MS
CHECKED TP
NO. 16-0699
12.22.16 PERMIT
RECEIVED
CITY OF TUKWILA
D c 2 2 2016
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PERMIT CENTER
Ceiling Details
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Built-in Upholstered Bench
Scale: 1"=l'—O"
:)HOLSTERED 6"
DLSTER SECURE TO
:-NCH WITH VELCRO
i" UPHOLSTERED HIGH
)ENSITY FOAM CUSHION
ff MILLWORKER SECURE
'0 PLATFORM WITH
IELCRO
DOUBLE LAYER OF
3/4" PLYWOOD
SUBSTRATE
PLAM AT ALL EXPOSED
EXTERIOR SURFACES
TYPICAL
PLAM BASE AT TOE
KICK
MI AkA MAkIrl 'r^ nr- kJ^IIKI'rr-r%
Coat Hooks
Scale: 3"=l'—O"
Mir*c
%Jr% 1 1 I%J%JFXJ. IVI%J%JINL- I I I U1 L I
J" DIAMETER, J" PROJECTION,
NOTCHED CYLINDRICAL KNOB, SATIN
NICKEL FINISH
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17250 Southcenter Blvd.
Tukwila, WA 98188
DESIGN JPC
DRAWN TP I MS
CHECKED TP
NO. 16-0699
12.22.16 PERMIT
RECEIVED
CITY OF TUKWILA
DEC 2 2 2016
PERMIT CENTER
Casework Details
1-93
@ 2013, JPC Architects, PLLC
I
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Door Type A
Scale: 3/8"=1'-0"
Not Used
Scale: 3/8"=l'—O'
r1r%1 lIrllrlr%
31`11M M3 M
DOOR PER
SCHEDULE
3'-0" X 8'-0" X 1-3/4"
SC, FLUSH PANEL PAINT
GRADE WOOD DOOR WITH
ALUMINUM FRAME. DOOR
AND FRAME PAINTED TO
MATCH ADJACENT WALL
1/4" TEMPERED SAFETY GLASS
PER SBC SEC. 2406. WITH WF -2
BASE, AS SPECIFIED
Door Jamb (Head Similar)
Scale: 6"=1'-0"
1-9/16"
6"X . 04
ALUMINUM FRAME
DOUBLE STUDS AT EACH
SIDE OF JAMBS
SPECIFIED PARTITION
Door Type B
Scale: 3/8"=l'—O'
Not Used
Scale: 3/8"=l'—O'
32" MIN. CLR. OPE
I
Sound Stop
Pocket Door
Scale: 6"=1'-0"
3'-0" X 8'-0" X 1-3/4"
SC, FLUSH PANEL PAINT
GRADE WOOD DOOR WITH
ALUMINUM FRAME. DOOR
AND FRAME PAINTED TO
MATCH ADJACENT WALL
BASE, AS SPECIFIED
'T PH @ 16" C/C
/ J" X I" FOAM PAD
SNAP ON MFS -0007 W J" PILE AND FOAM PAD J" X J"
Sliding Door 0) Demountable S stem
Scale: 6"=l'—O"
-1 .-
ADA COMPLIANT DOOR
PULL MOUNTED AT 33"
A.F.F. TO BOTTOM OF
PULL
PAINT INTERIOR OF
POCKET FLAT BLACK
PARTITION AS SPECIFIED
PROVIDE STOP INSIDE
POCKET OF DOOR ON
BOTH SIDES AT FLOOR
TO ALLOW 1-1/2"
BETWEEN DOOR PULL
AND DOOR FRAME.
ALUMINUM FRAME
SOUND STOP
MFS -0062 W/ J" PILE
TRIM MOLDING
MFS -0023
24'
Standard Head
Scale: 3"=l'—O"
1Y16"
TA'
3/8"
e N Lam
R -
#10 x 2,Y2" PH Rob. ST
@ 8" c/c
Header MFS -0051 -1
Snap -on MFS -0054-1
w/ Gasket MFG -0007
stem
Sill MFS -0073-1
Snap -on MFS -0075-1
w/ Gasket MFG -0007 &. Y8" Pile
Y4" x Y4" x 2" Self Adh. Guide
#12 x 2,1/4" FH Rob. Mas.
(For MFS -0075-1 - 2x)
#12 x 2Y4" HWH Slot Mas.
@ 16" c/c
Hardware Sets:
HS- 1
MODIFY TO RECIEVE CARD READER AND
SECURITY HEIGHT STRIP CAMERA
1005
EXT.
HARDWARE SET #1 EXISTING ENTRY DOOR 1000 + 1005
*1 EXIT DEVICE ED5200S P12 M54 M92 M94 630 CR
1006
EXT.
*2 CYLINDERS 1080-114 CT6 (DEVICE & SWITCH) 626 CR
1007
EXT.
*1 POWER TRANSFER PT -2U SD
1008
ANODIZED
*1 AUTOMATIC OPERATOR 8100 PUSH X FWH 628 RE
U
A
IUM FRAME
*2 SWITCHES 6X6-3 630 WI
*1 KEY SWITCH MKA 630 CR
RED SAFETY GLASE
3C SEC. 2406.
*1 POWER SUPPLY 782 CR
EXT.
REPLACE THE EXISTING PUSH BAR UNIT WITH THE ELECTRIFIED EXIT DEVICE, REPLACE THE EXISTING DOOR
1014
B
AL
HS -3
CLOSER WITH THE SPECIFIED AUTOMATIC OPERATOR. OPERATION - AFTER HOURS, THE DOOR IS SECURED
1015
A
AL
BY THE EXIT DEVICE. EGRESS IS ALLOWED AND MONITORED BY THE SPECIFIED REQUEST TO EXIT SWITCH.
1016
C
LATCH IS RETRACTED ELECTRICALLY BY CARD READER FROM THE EXTERIOR (BY OTHERS) OR INSIDE
HS -4
-
DEMOUNTABLE SYSTEM BY MURAFLEX
-ESS GLASS
OPERATOR SWITCH ACTIVATION. EXTERIOR CARD READER ACTIVATION ALSO ACTIVATES THE EXTERIOR
C)
c1q
-
DOOR
OPERATOR SWITCH. BUSINESS HOURS, DEVICE IS ELECTRICALLY HELD IN THE RETRACTED POSITION TO
C
a)
HS -4
,DDER PULL,
ALLOW UNRESTRICTED ACCESS IN BOTH DIRECTIONS, KEY SWITCH ACTIVATES/DEACTIVATES THE LATCH
U
B
AL
1`0 BACK
RETRACTION. COORDINATE AND CONFIRM FINAL OPERATION WITH THE OWNER, SECURITY ACCESS AND THE
tn
EXT.
-ATION
ELECTRICAL ENGINEER (REF 08 71 00 1.5-A-6). REUSE ALL OTHER EXISTING HARDWARE.
UJI
z
C)
HARDWARE SET #2 DOOR 1015 + 1021
(D
C)
00
3 HINGES TA2714 4XX41h 652 MC
a)
AS SPECIFIED
*1 ELECTRIC HINGE TA2714 4%X41h QC8 652 MC
*1
ELECTRIC LOCK ML20906 SEC NSA CT6 626 CR
1 CLOSER 7500RA 689 NO
1 KICK PLATE K0050 10"X2' LDW 84E 630 TR
C14
(D
:3
1WALL STOP 1270 WV 630 TR
>
(D
*2 ELECTROLYNX8 CABLES QC -C1500 MC
MMW)
01-
*1 POWER SUPPLY BPS -24-1 CR
6
01-
(5
100
PERIMETER GASKETS BY ALUMINUM FRAME MANUFACTURER. DOOR MANUFACTURER TO INSTALL PERIMETER
WIRE CHASE FOR ELECTRIFIED LOCK. CARD READER BY OTHERS.
HARDWARE SET #03 DOOR 1014
QTY 1-1/2 PAIR - BUTT HINGES
SEATTLE
QTY 1 - LEVER LATCHSET
METROPOLITAN
QTY 1 - BLDG STD. DOOR STOP
QTY 1 SET - SILENCERS
Ckt..'DIT UTNIO,t4
Southcenter Square
PERIMETER GASKETS BY ALUMINUM FRAME MANUFACTURER.
17250
Southcenter Blvd.
Tukwila, WA 98188
HARDWARE SET #04 DOORS 1008, 1016, 1018 + 1019
ALL HARDWARE BY SYSTEM MANUFACTURER
#10 x 2,Y2" PH Rob. ST
@ 8" c/c
Header MFS -0051 -1
Snap -on MFS -0054-1
w/ Gasket MFG -0007
stem
Sill MFS -0073-1
Snap -on MFS -0075-1
w/ Gasket MFG -0007 &. Y8" Pile
Y4" x Y4" x 2" Self Adh. Guide
#12 x 2,1/4" FH Rob. Mas.
(For MFS -0075-1 - 2x)
#12 x 2Y4" HWH Slot Mas.
@ 16" c/c
Door Sill 0 Demountable System
Scale: 6"=l'—O"
1 1/2 --
JAMB MFS -0073-1
SNAP-ON MFS -0074-1
W/ GASKET MFG -0007
#10 X 2-1/2" SDST
PH @ 16" C/C
Typical Jamb 0) Demountable System
Scale: 6"=1'-0"
I Door Schedule I
NO. I TYPE I FRAME I HDWE I RATING
V#Wwky
1000
<
HS- 1
MODIFY TO RECIEVE CARD READER AND
SECURITY HEIGHT STRIP CAMERA
1005
EXT.
HS- 1
MODIFY TO RECIEVE CARD READER AND
SECURITY HEIGHT STRIP CAMERA.
EXISTING DOOR HARDWARE IS EMERGENCY
PUSH BAR. EXISTING DOOR IS UNLOCKED
FROM INTERIOR. PAINT DOOR P -X.
1006
EXT.
1007
EXT.
1008
C
HS -4
A
Door Sill 0 Demountable System
Scale: 6"=l'—O"
1 1/2 --
JAMB MFS -0073-1
SNAP-ON MFS -0074-1
W/ GASKET MFG -0007
#10 X 2-1/2" SDST
PH @ 16" C/C
Typical Jamb 0) Demountable System
Scale: 6"=1'-0"
I Door Schedule I
NO. I TYPE I FRAME I HDWE I RATING
V#Wwky
1000
EXT.
HS- 1
MODIFY TO RECIEVE CARD READER AND
SECURITY HEIGHT STRIP CAMERA
1005
EXT.
HS- 1
MODIFY TO RECIEVE CARD READER AND
SECURITY HEIGHT STRIP CAMERA.
EXISTING DOOR HARDWARE IS EMERGENCY
PUSH BAR. EXISTING DOOR IS UNLOCKED
FROM INTERIOR. PAINT DOOR P -X.
1006
EXT.
1007
EXT.
1008
C
HS -4
DEMOUNTABLE SYSTEM BY MURAFLEX
1010
EXT.
1011
EXT.
1014
B
AL
HS -3
1015
A
AL
HS -2
1016
C
HS -4
-
DEMOUNTABLE SYSTEM BY MURAFLEX
1018
C
HS -4
-
DEMOUNTABLE SYSTEM BY MURAFLEX
1019
C
HS -4
-
DEMOUNTABLE SYSTEM BY MURAFLEX
1021
B
AL
HS -2
-
2002
EXT.
TRIM CORNER
MOLDING
RE IEWED FOR
CODE COMPLIAW
APPROVED
JAN 17 2017
DESIGN JPC
DRAWN TP I MS
CHECKED TP
NO. 16-0699
12.22.16 PERMIT
RECEIVED
CITY OF TUKWILA
DEC 2 2 2016
PERMIT CENTER
Door Schedule
Elevations + Details
I_ 10 , A
I
@ 2013, JPC Architects, PLLC