HomeMy WebLinkAboutPermit D16-0027 - TOKYO TOKYO - TENANT IMPROVEMENTTOKYO TOKYO
1379 SOUTHCENTER MALL
D16-0027
Parcel No:
Address:
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Inspection Request Line: 206-438-9350
Web site: http://www.TukwilaWA.gov
DEVELOPMENT PERMIT
9202470010
1379 SOUTHCENTER MALL
Project Name: TOKYO TOKYO
Permit Number: 016-0027
Issue Date: 5/11/2016
Permit Expires On: 11/7/2016
Owner:
Name:
Address:
Contact Person:
Name:
Address:
Contractor:
Name:
Address:
License No:
Lender:
Name:
Address:
WESTFIELD PROPERTY TAX DEPT
PO BOX 130940 , CARLSBAD, WA,
92013
JAMES WASSERMAN
5628 AIRPORT WAYS #112 , SEATTLE,
WA, 98108
WESTERN CONSTRUCTION SRVCS INC
2300 E 3RD LOOP SUITE 110,
VANCOUVER, WA, 98661
WESTECS162R8
WESTFIELD SOUTHCENTER
2800 SOUTHCENTER MALL, TUKWILA,
WA, 98188
Phone: (206) 420-2242
Phone: (360) 699-5317
Expiration Date: 8/16/2017
DESCRIPTION OF WORK:
TI WITHIN AN EXISTING RESTAURANT SPACE. WORK WILL INCLUDE INSTALLATION OF NEW INTERIOR PARTITIONS,
NEW LAY -IN TILE AND GYPSUM CEILINGS, AND INSTALLATION OF NEW KITCHEN APPLIANCES AND FLOOR SINKS
Project Valuation: $65,100.00
Type of Fire Protection: Sprinklers: YES
Fire Alarm: YES
Type of Construction: IIB
Electrical Service Provided by: TUKWILA FIRE SERVICE
Fees Collected: $1,964.34
Occupancy per IBC: A-2
Water District: TUKWILA
Sewer District: TUKWILA SEWER SERVICE
Current Codes adopted by the City of Tukwila:
International Building Code Edition:
International Residential Code Edition:
International Mechanical Code Edition:
Uniform Plumbing Code Edition:
International Fuel Gas Code:
2012
2012
2012
2012
2012
National Electrical Code:
WA Cities Electrical Code:
WAC 296-46B:
WA State Energy Code:
2014
2014
2014
2012
Public Works Activities:
Channelization/Striping:
Curb Cut/Access/Sidewalk:
Fire Loop Hydrant:
Flood Control Zone:
Hauling/Oversize Load:
Land Altering:
Landscape Irrigation:
Sanitary Side Sewer:
Sewer Main Extension:
Storm Drainage:
Street Use:
Water Main Extension:
Water Meter:
Volumes: Cut: 0 Fill: 0
Number: 0
Permit Center Authorized Signature:
Date: ✓
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 -o the conditions attached to this permit.
Signature:
Print Name: J4a 12 tj SRA n.
Date: GS-- //-• 26/6
This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if
the work is suspended or abandoned for a period of 180 days from the last inspection.
PERMIT CONDITIONS:
1: ***BUILDING PERMIT CONDITIONS***
2: Work shall be installed in accordance with the approved construction documents, and any changes made
during construction that are not in accordance with the approved construction documents shall be
resubmitted for approval.
3: All permits, inspection record card and approved construction documents shall be kept at the site of work
and shall be open to inspection by the Building Inspector until final inspection approval is granted.
4: When special inspection is required, either the owner or the registered design professional in responsible
charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to
the first building inspection. The special inspector shall furnish inspection reports to the Building Official in
a timely manner.
5: A final report documenting required special inspections and correction of any discrepancies noted in the
inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the
approved special inspection agency and shall be submitted to the Building Official prior to and as a
condition of final inspection approval.
6: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for
nonstructural components. ASCE 7, Chapter 13.
7: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall
be laterially braced to the building structure. Such bracing shall be independent of any ceiling splay
bracing.
8: All construction shall be done in conformance with the Washington State Building Code and the
Washington State Energy Code.
9: All food preparation establishments must have Seattle/King County Department of Public Health sign -off
prior to opening or doing any food processing. Arrangements for final Health Department inspection shall
be made by calling Seattle/King County Department of Public Health, (1-800-325-6165 ext 9-566), at least
three working days prior to desired inspection date. On work requiring Health Department approval, it is
the contractor's responsibility to have a set of plans approved by the agency on the job site.
10: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to
any requirements for special inspection.
11: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage
over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic
events. The design and calculations for the anchorage or bracing shall be prepared by a registered
professional engineer licensed in the State of Washington. Periodic special inspection is required during
anchorage of storage racks 8 feet or greater in height.
12: There shall be no occupancy of a building until final inspection has been completed and approved by
Tukwila building inspector. No exception.
13: 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.
14: 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.
15: 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).
16: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center.
17: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is
placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice
shall be removed from spaces to be occupied by concrete.
18: 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.
19: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center (206/431-3670).
20: Type 1 Hoods, the required grease duct leakage test and (light test shall be performed by a special
inspection and testing agency in accordance with I.M.C. Chapter 5.
23: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is
calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All
Purpose" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC
906.3) (NFPA 10, 5.4)
21: 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)
22: 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)
24: Maintain fire extinguisher coverage throughout.
25: 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)
26: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10)
27: 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)
28: 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)
29: 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)
30: 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)
31: Each door in a means of egress from an occupancy of Group A or E having an occupant load of 50 or more
and any Group H occupancy shall not be provided with latch or lock unless it is panic hardware or fire exit
hardware. (IFC 1008.1.10)
32: 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)
33: Every room or space that is an assembly occupancy shall have the occupancy load of the room or space
posted in a conspicuous place, near the main exit or exit access doorway from the room or space. Posted
signs shall be of an approved legible permanent design and shall be maintained by the owner or authorized
agent. (IFC 1004.3)
34: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1
foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of
egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and
a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A
maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.3.1)
38: 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)
36: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3)
35: 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).
39: 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.
41: 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)
40: 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)
42: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required
for this project.
43: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code.
(NFPA 70)
44: 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.
45: In occupancies of Groups A, E, I and R-1 and dormitories in Group R-2, curtains, draperies, hangings and
other decorative materials suspended from walls or ceilings shall be flame resistant in accordance with
NFPA 701 or be noncombustible. Where required to be flame resistant, decorative materials shall be
tested by an approved agency and pass Test 1, as described in NFPA 701, or such materials shall be
noncombustible. Reports of test results shall be prepared in accordance with NFPA 701 and furnished to
the fire code official upon request. (IFC 807.1, 807.2)
37: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances
#2436 and #2437)
46: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply
approval of such condition or violation.
47: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention
Bureau at (206)575-4407.
PERMIT INSPECTIONS REQUIRED
Permit Inspection Line: (206) 438-9350
1700 BUILDING FINAL**
0301 CONCRETE SLAB
0611 EMERGENCY LIGHTING
1400 FIRE FINAL
0409 FRAMING
4046 SI-EPDXY/EXP CONC
0406 SUSPENDED CEILING
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd, Suite 100
Tukwila, WA 98188
http://www.TukwilaWA.gov
Building Permit No.
p i(, Der !
Project No. ^1Date Application Accepted: j 2 (1(42
Date Application Expires: 1i (,
(For office use only) `
CONSTRUCTION PERMIT APPLICATION
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
**Please Print**
SITE LOCATION
King Co Assessor's Tax No.: 920247-0090
Site Address: 1379 Southcenter Mall, Tukwila, WA 98188 Suite Number: Floor: 1
Tenant Name: Tokyo Tokyo New Tenant: ❑ Yes 0 ..No
PROPERTY OWNER
Name: Westfield Southcenter Attn: Wayne Johnson
Address: 2800 Southcenter Mall
City: Tukwila State: WA Zip: 98188
CONTACT PERSON - person receiving all project
communication
Name: James Wasserman
Address: 5628 Airport Way South # 112
City: Seattle State: WA Zip: 98108
Phone: (206) 420-2242 Fax:
Email: jwasserman@jjwarch.com
GENERAL CONTRACTOR INFORMATION
Company Name: TBD 1,06-31_6-(2 c oUs.st rzt)cmi az
Address: .300 t 2p0 c p
Address: 5628 Airport Way South # 112
City: l f><Jcou vc-.._State: c�i\--
Zip,
Phone360 _6 p._.5 -3i Fax:
Contr Reg No.: Exp Date:
07 Cc57 f,2 0,-/6-Zd7
Tukwila Business License No.:
Phone: (503) 798-4401 Fax:
H:\Applications\Forns-Applications On Line\2011 Applications\Permit Application Revised - 8-9-I l.docx
Revised: August 2011
bh
ARCHITECT OF RECORD
Company Name: JJW Architects & Planners
Architect Name: James Wasserman
Address: 5628 Airport Way South # 112
City: Seattle State: WA Zip: 98108
Phone: (206) 420-2242 Fax:
Email: jwasserman@jjwarch.com
ENGINEER OF RECORD
Name: 5 (AM L
Company Name: Jet Industries
t3 CSTFfE6 n
Engineer Name: Hal Spence
Address:
Address: 1935 Silverton Rd.
Cit': Salem State: OR
Zip: 97301
Phone: (503) 798-4401 Fax:
State:
Email: hal.s@jetindustries.net
LENDER/BOND ISSUED (required for projects $5,000 or
greater per RCW 19.27.095)
Name: 5 (AM L
\s,._
t3 CSTFfE6 n
Address:
City:
State:
Zip:
Page 1 of 4
BUILDING PERMIT INFORMATIO = 206-431-3670
Valuation of Project (contractor's bid price): $ 65,100 Existing Building Valuation: $ 3,347,100
Describe the scope of work (please provide detailed information):
Tenant improvement within an existing restaurant space. Work will include installation of new interior partitions, new lay -in tile
and gypsum ceilings, and installation of new kitchen appliances and floor sinks.
Will there be new rack storage? ❑ Yes
m.. No If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): 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 El No If "yes", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
® Sprinklers ® Automatic Fire Alann 0 None 0 Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 171 No
If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11 " paper including quantities and Material Safety Data Sheets.
SEPTIC SYSTEM
0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
H:\Applicatrons\Fortms-Applications On Line \201 1 Applications\Permit Application Revised - 8-9-t 1.docx
Revised: August 2011
bh
Page 2 of 4
Existing
Interior Remodel
Addition to
Existing
Structure
New
Type of
Construction per
IBC
Type of
Occupancy per
IBC
10 Floor
2,390
2,390
IIB
A2
2"d Floor
3rd 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 ft): Floor area of principal dwelling: Floor area of accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence,
Number of Parking Stalls Provided: Standard:
Compact: Handicap:
Will there be a change in use? 0 Yes El No If "yes", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
® Sprinklers ® Automatic Fire Alann 0 None 0 Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 171 No
If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11 " paper including quantities and Material Safety Data Sheets.
SEPTIC SYSTEM
0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
H:\Applicatrons\Fortms-Applications On Line \201 1 Applications\Permit Application Revised - 8-9-t 1.docx
Revised: August 2011
bh
Page 2 of 4
PUBLIC WORKS PERMIT INFOisMATION — 206-433-0179
Scope of Work (please provide detailed information):
Call before you Dig: 811
Please refer to Public Works Bulletin #1 for fees and estimate sheet.
Water District
❑ ...Tukwila 0 ...Water District #125
❑ ...Water Availability Provided
Sewer District
❑ ...Tukwila
❑ ...Sewer Use Certificate
❑ .. Highline
0... Valley View ❑ .. Renton
❑ ... Sewer Availability Provided
0 .. Renton
❑ .. Seattle
Septic System:
❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department.
Submitted with Application (mark boxes which apply):
❑ ...Civil Plans (Maximum Paper Size — 22" x 34")
❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report
❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) 0 .. Maintenance Agreement(s)
Proposed Activities (mark boxes that apply):
❑ ...Right-of-way Use - Nonprofit for less than 72 hours
❑ ...Right-of-way Use - No Disturbance
❑ ...Construction/Excavation/Fill - Right-of-way 0
Non Right-of-way
❑ ...Total Cut cubic yards
❑ ...Total Fill cubic yards
❑ ...Sanitary Side Sewer
❑ ...Cap or Remove Utilities
0 ...Frontage Improvements
❑ ...Traffic Control
❑ ...Backflow Prevention - Fire Protection
Irrigation
Domestic Water
❑ ...Permanent Water Meter Size...
❑ ...Temporary Water Meter Size .. »
❑ ...Water Only Meter Size
0 ...Sewer Main Extension Public 0
0 ...Water Main Extension Public 0
❑•
❑.
❑.
❑.
❑ ...Traffic Impact Analysis
❑ ...Hold Harmless — (SAO)
❑ ...Hold Harmless — (ROW)
❑ .. Right-of-way Use - Profit for less than 72 hours
❑ .. Right-of-way Use — Potential Disturbance
❑ .. Work in Flood Zone
❑ .. Storm Drainage
. Abandon Septic Tank
. Curb Cut
. Pavement Cut
. Looped Fire Line
If
>>
❑ .. Grease Interceptor
❑ .. Channelization
❑ .. Trench Excavation
❑ .. Utility Undergrounding
WO #
WO #
WO # 0 ...Deduct Water Meter Size
Private 0
Private 0
FINANCE INFORMATION
Fire Line Size at Property Line Number of Public Fire Hydrant(s)
0 ...Water 0 ...Sewer 0 ...Sewage Treatment
Monthly Service Billing to:
Name: Day Telephone:
Mailing Address:
Water Meter Refund/Billing:
Name:
Mailing Address:
City
State
Zip
Day Telephone:
City
State
Zip
H:\ApplicationsWorms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx
Revised: August 2011
bh
Page 3 of 4
PERMIT APPLICATION NOTES —
Value of Construction — In all cases, a value of construction amount should be entered by the applicant. 'This figure will be reviewed and is subject
to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation.
The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be
requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition).
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING 0 N : R OR AUTHORIZED AGENT:
Signature: Date: 01 /27/2016
Print Name: J S WASSERMAN Day Telephone: (206) 420-2242
Mailing Ad re s: 5628 AIRPORT WAY S. #112 SEATTLE WA 98108
City State Zip
H:Vtpptications\Forms-Applications On Line \2011 Appliicationstpermit Application Revised - 8-9-11.docx
Revised: August 2011
bh
Page 4 of 4
Cash Register Receipt
City of Tukwila
DESCRIPTIONS I ACCOUNT I QUANTITY
PermitTRAK
I PAID
$1,221.88
D16-0027 Address: 1379 SOUTHCENTER MALL Apn: 9202470010
$1,221.88
DEVELOPMENT
$1,164.24
PLAN CHECK FEE
R000.345.830.00.00
0.00
$6.89
PERMIT FEE
R000.322.100.00.00
0.00
$1,152.85
WASHINGTON STATE SURCHARGE
B640.237.114
0.00
$4.50
TECHNOLOGY FEE
$57.64
TECHNOLOGY FEE
TOTAL FEES PAID BY RECEIPT: R8442
R000.322.900.04.00
0.00
$57.64
$1,221.88
Date Paid: Wednesday, May 11, 2016
Paid By: KIMBERLY KAIN
Pay Method: CREDIT CARD 011145
Printed: Wednesday, May 11, 2016 8:54 AM 1 of 1
Lr, SYSTEMS
Receipt Number
DESCRIPTIONS
ACCOUNT QUANTITY PAID
PermitTRAK
$742.46
D16-0027 Address: 1379 SOUTHCENTER MALL Apn: 9202470010
$742.46
DEVELOPMENT
$742.46
PLAN CHECK FEE
TOTAL FEES PAID BY RECEIPT: R7532
R000.345.830.00.00
0.00
$742.46
$742.46
Date Paid: Thursday, January 28, 2016
Paid By: JJW ARCHITECTS AND PLANNERS
Pay Method: CHECK 3098
Printed: Tuesday, February 02, 2016 3:09 PM 1 of 1
trimpelff
SYSTEMS
INSPECTION RECORD
Retain a copy with permit
INS'' ION NO.
Dila-002-7
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:
/75 VO 7D/6/0
Ty
e of Inspection:
c,..06. F7J1L
Address:
1 rig SA/THCt5 me MALL
Date Called:
Special Instructions:
Date Wan te �j ,a.m.
7 Z
pm
Requester
Phone No:
Approved per applicable codes. L� Corrections required prior to approval.
COMMENTS:
OK TO c;r(1L.
ecxYDAJ.17- OA) )4LTIJ
c -r— VA -1 APPrecniAl
Inspector:
Date:
n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
INSPECTION RECORD
Retain a copy with permit
W -0027
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188
Permit Inspection Request Line (206) 438-9350
(206) 431-3670
Project:
%/`/O T k`/O
Type of Inspection:
E26EJCIy 1J, /JT•/G
Address:
379 Sou-xrre2 rn'AcL
Date Called:
Special Instructions:
Date Wanted:
-7 i2P4
IQ.:
Requester:
Phone No:
Approved per applicable codes.
L� Corrections required prior to approval.
COMMENTS:
Inspector.
Date:
—7/
Z '/
REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
D
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206)431 6170
Permit Inspection Request Line (206) 438-9350 = q L.r44 .
b/6 -GU27
Project:
T Y0 -04Y0
Ei . c kL (--C' 11 6 ., met—G kl
Type of Inspection: J
4
1 - ,
__
-
WI.
Address:
1-7q T}/c1
2 o
C ---1C).1- 51 KJ'
Date Called:
Instructions:
Aiti
Date Wanted:
/0
/Special
i
a.m.
p.m.
Requester:
Phone No:
Approved per applicable codes.
rig
Corrections required prior to approval.
COMMENTS: i'—
Ei . c kL (--C' 11 6 ., met—G kl
fv),4(h. (,, 0 l.( ` * „ v / , C F
/
o w 4 ice •'
q (S. v a' 6 rPSS
Imo(. (C)t t_cite._ 710V
C ---1C).1- 51 KJ'
CC" a '' t Moo' e_c)r 047
Inspector:
Date:
7-7x-1,4
REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
r i INSPECTION RECORD
Retain a copy with permit
TION NO.
t;16-0627
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Prc
1a
:
6 �►�
'
Type f Inspect' •
LSI• ;,.; 7 C t(1
Address; �J&
,(,t
g(t
r
Date Call d:
Special Instructions:
VL
Hccrd I id
/�
Date Wanted: ! /
iO -21'16
a.m.
p.m.
Requester:
rrt
Pn
ElApproved per applicable codes. Corrections required prior to approval.
COMMENTS:
f>A G �1 ✓I(
ove.--p 9 or rove?
Vey'.
frb
l7or�lav
Inspector:
Date:G -2 `
REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
I�M I
INSPECTION RECORD
Retain a copy with permit
INION NO. PERMIT NO.
W
CITY
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188
Permit Inspection Request Line (206) 438-9350
(206) 431-3670
Proje t:
a 6rk ®
Type of Inspection,:
attfrtg
Address
f 3? so v Cfr Mq�(
Date Called:
Special Instructions:
S��s
h1TkOQ� i.Requester:
( d k, " 1
1)1(7°—
Date anted: j'
`�
a.m.
p.m.
Phone No:
proved per applicable codes. 0Corrections required prior to approval.
COMMENTS:
Inspector:
Date
REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
re
-6)
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 , (206) 431-3670
Permit Inspection Request Line (206) 438-9350 ckv
1r _(3a 2-7
Project: I�
k-- 6
IvIvf'
Type o(f,Ipspe ion:
,f iCy
Addres
137 q saa “tr
(i
Date Called.
Special Instructions:Date
�f �l
Wanted:
E -0(—i(
f
a.m.
p.m.
R ester:
vx Shwf
Phone . b C -
Approved per applicable codes. [ Corrections required prior to approval.
OM M ENTS:
Inspector:(...e...„
Date:k)
`I *IA
REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Calt to schedute reinspection.
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
pfd -- 2-7
Prot:
cr
Type of Inspection:
't �
Addles to
(( 5S otR-
r �I /
Date Called:
Special Instructions:
CA f( 6 f ti/
R(6
.a
�L-f
Date lntgd: c a.m.
j f` -- m.
Requester:
�' P�
ne I "e 4)``m fer"4
Phone No
6 0 Gv`( z -6C,(,
❑Approved per applicable codes.
ECorrections required prior to approval.
COMMENTS:
N/4
Inspector:
Date:.
REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
\_ � y_.. t 9.
3
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project:
Sprinklers:
Fire Alarm:
Type of Inspection :.
Address:Contact
Suite #: ; .379
`'.- .
Mk it
Person:
Special Instructions:
'/ IC c _.'
Phone No.:
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
/--
Permits:
Occupancy Type:
—"r 11 i/ei r-,. - /2:(L (i".„° bt 6. , '> ---,..
'/ IC c _.'
.
�Tj% 'l, 1 "."
ij4/ &
/--7/( t
i
�j�u// S/A-
-- , 5-4t/(
J
/1-14-et.47,
/4-7/-
(f,4d.L
-,..— f c •s 7 .
d_
�l �}S
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector
/-711 s 3
Date: 7/2._1//6
H rs.:
$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. Call to schedule a reinspection.
Billing Address
Attn:
Company Name:
Address:
City:
State:
Zip:
Word/Inspection Record Form.Doc
3/14/14
T.F.D. Form F.P. 113
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
r)I6-00-Z
Ili - - (� 7
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project:....—,,,..^--
!0!�-'0 l k7
Type of Inspection:
Address:
Suite #: /3")1 5C, L4 ,'
Contact Person:
Special Instructions:
Phone No.:
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
A/61- g,%'
-JA /
1i "
Occupancy Type:
7
("/ //
(2...44) c
`
`( Y61
/v r
'1f'
%/� P
74 /1---1
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector: ff .--,7,
0, (-3
Date: 4/7 114
Hrs.:
%
U
$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. Call to schedule a reinspection.
Billing Address
Attn:
Company Name:
Address:
City:
State:
Zip:
Word/Inspection Record Form.Doc
3/14/14
T.F.D. Form F.P. 113
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
ti (
�5�nt1`�
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project: «_
l
, ._
t; \ c-_
0
Type of Inspection:
(,)vn_,/
Address:
Suite #: 1 --,
_c_C'
y
M.4s, t i
Contact Person:
Special Instructions:
J —16\
Phone No.:
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
C: t( ' )
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
t
Inspector: �--�./
A.49 5 3
Date: to I (0 l ((
Hrs.:
, 0
$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. Call to schedule a reinspection.
Billing Address
Attn:
Company Name:
Address:
City:
State:
Zip:
Word/Inspection Record Form.Doc
3/14/14
T.F.D. Form F.P. 113
PERMIT COORD COPY
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D16-0027 DATE: 02/01/16
PROJECT NAME: TOKYO TOKYO
SITE ADDRESS: 1379 SOUTHCENTER MALL
X Original Plan Submittal
Response to Correction Letter #
Revision # before Permit Issued
Revision # after Permit Issued
DEPARTMENTS:
C' )91
Building Division IN
as A- itto
Public Wor s
PN\ PIAN
Fire Prevention
Structural
Iv UK 42/
?lanning Division
Permit Coordinator n
PRELIMINARY REVIEW:
Not Applicable n
(no approval/review required)
REVIEWER'S INITIALS:
DATE: 02/02/16
Structural Review Required
DATE:
n
APPROVALS OR CORRECTIONS: DUE DATE: 03/01/16
Approved Approved with Conditions ❑
Corrections Required Denied
(corrections entered in Reviews) (ie: Zoning Issues)
Notation:
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping 0 PW ❑ Staff Initials:
12/18/2013
WESTERN CONSTRUCTION SR"CS INC
Home Espafiol Contact
Safety & Health Claims & Insurance
0 Washington State Department of
Labor & Industries
Page 1 of 2
Search L&I
A -Z Index Help My 1.8d
Workplace Rights Trades & Licensing
WESTERN CONSTRUCTION SRVCS INC
Owner or tradesperson
Principals
ANDREWS, KENNETH LLOYD, PRESIDENT
EDWARDS, RONALD RAYMOND, VICE
PRESIDENT
ANDREWS, VICKI SHANNON, SECRETARY
EDWARDS, RONALD R, PRESIDENT
(End: 06/20/2012)
HURD-EDWARDS, JODIE L, SECRETARY
(End: 06/20/2012)
EDWARDS, PATRICIA A, PRESIDENT
(End: 09/10/2003)
EDWARDS, ROBERT D, SECRETARY
(End: 09/10/2003)
Doing business as
WESTERN CONSTRUCTION SRVCS INC
WA UBI No.
600 602 277
2300 E THIRD LOOP STE 110
VANCOUVER, WA 98661
360-699-5317
CLARK County
Business type
Corporation
Governing persons
JODIE
EDWARDS
KENNETH LLOYD ANDREWS;
RONALD R EDWARDS;
License
Verify the contractor's active registration / license / certification (depending on trade) and any past violations.
Construction Contractor Active.
Meets current requirements.
License specialties
GENERAL
License no.
WESTECS162R8
Effective — expiration
12/28/1984— 09/16/2017
Bond
.................
Western Surety Co
Bond account no.
929595453
$12,000.00
Received by L&I Effective date
09/09/2015 09/23/2015
Expiration date
Until Canceled
Bond history
https://secure.lni.wa.gov/verify/Detail.aspx?UBI=600602277&LIC=WESTECS 162R8&SAW= 5/11/2016
•
OKYO
OKYO
NAN
1M PROV
M
N
N-'
n -
a)
CD co 0
C 0
PERMIT SET 01_27.2016
a. 0 IC -Ci
wc,),1-mc
'a' CNI LO ca
W<CNIqE
. zi
1379 SOUTHCENTER MALL
TUKWILAy WA 98188
•
PARCEL NO• . 920247-0090
hricn.......................;.7:3T
mi::::
gPlumbing
Zit Gas Piping
City of Tukwila
BUIUNNG DIVISION
.4
--) Ln
. a 3 ki
c., cn
CUCNIN.
rn ii. 4.: iii
SHEET INDEX
VICINITY MAP
PROJECT DESCRIPTION / SCOPE OF WORK
ARCHITECTURAL
NOT TO SCALE
TENANT IMPROVEMENT WITHIN AN EXISTING RESTAURANT SPACE. WORK WILL INCLUDE INSTALLATION OF NEW
44
G-0.1 COVER SHEET,
G-0.2 EXITING PLAN AND WALL TYPES
. i ,*
.
\ •,.,
INTERIOR PARTITIONS, NEW LAY -IN TILE AND GYPSUM CEILINGS, AND INSTALLATION OF NEW KITCHEN APPLIANCES
AND FLOOR SINKS.
AD -2.1 DEMOLITION FLOOR PLAN & DEMOLITION REFLECTED CEILING PLAN
A-2.1 FLOOR PLAN / KITCHEN EQUIPMENT PLAN AND SCHEDULE
A-2.3 FINISH, PAINT, WALL PANEL SCHEDULES
A-2.4 DOOR - HARDWARE SCHEDULES AND DETAILS
,
..„,,
-: '
**FIRE PROTECTION WILL BE SUBMITTED SEPARATELY AS A DEFERRED PERMIT. ANY INFORMATION PERTAINING TO
FIRE SYSTEMS SHOWN WITHIN THIS DRAWING SET IS FOR REFERENCE ONLY AND IS NOT SUBMITTED FOR PERMIT
APPROVAL. FUTURE TENANT TO SUBMIT FOR HEALTH DEPARTMENT PERMIT.**
0
A-3.1 REFLECTED CEILING PLAN
A-5.1 INTERIOR ELEVATIONS
. .. .
,•
CODE INFORMATION
11
ZONING
E0.1 ELECTRICAL - LEGEND/SHEET INDEX
E2.1 ELECTRICAL - FLOOR PLAN - POWER
E3.1 ELECTRICAL - FLOOR PLAN - LIGHTING
E4.1 ELECTRICAL - PANEL/SCHEDULESAPPLICABLE
,,
,
TUKWILA URBAN CENTER (TUC)
CODES
1, - c•-4
r \
MO.1 HVAC - LEGEND/SHEET INDEX
M2.1 HVAC - FLOOR PLAN•
M4.1 HVAC - DETAILS
M4.2 HVAC - DETAILS
M4.3 HVAC - DETAILS
M4.4 HVAC - DETAILS
,
,
,
,
2012 INTERNATIONAL BUILDING CODE 2008 NATIONAL ELECTRICAL CODE (NEC)
(IBC) (NFPA 70)
+ WAC 51-50* + PART 1 AND PART 3, 2009
+ ORD. 6113, CHAP. 23.05 & 23.10** WASHINGTON CITIES ELECTRICAL
+ ICC A117.1-2009 ACCESSIBLE AND CODE****
USABLE BUILDINGS AND FACILITIES 2012 INTERNATIONAL MECHANICAL CODE
2012 INTERNATIONAL RESIDENTIAL CODE
mcaonitsir:i:Ed0HTet)::::::
PO.1 PLUMBING - LEGEND/SHEET INDEX/DETAILS
P1.1 PLUMBING - DEMO PLAN - UNDERGROUND
P2.1 PLUMBING - FLOOR PLAN - SANITARY
P3.1 PLUMBING - FLOOR PLAN - DOMESTIC
, \,
,
- *
(IMC
(IRC) + WAC 51-52*
+ WAC 51-51* + ORD. 6113, CHAP. 23.50** pprovel is subject to eirors
+ ORD. 6113, CHAP. 23.12** 2012 INTERNATIONAL NATIONAL FUEL Approvalan reviewPeorf
2012 WASHINGTON STATE ENERGY CODE AND GAS CODE (IFGC) the violation of any ad.optoc; codo 0.-
(WSEC) + WAC 51-52-21000*
+ WAC 51-11* 2012 UNIFORM PLUMBING CODE (UPC) of approved Field Copy and con4:`iz;
and omissions.
-; EA: authorize
xe.',',n:%e. Receipt
3 iz c.,C;MOMOdged:
PROJECT TEAM
,
2012 INTERNATIONAL FIRE CODE (IFC) + WAC 51-56*
By: --
+ WAC51-54A* + ORD. 6113, CHAP. 23.60**
••••••••••••••«•••4••••••••.•••••r•..0
VS
,
+ ORD. 6114, CHAP. 23.11*** Date:
ARCHITECT PROPERTY MANAGEMENT
,
CONSTRUCTION TYPE
.
City of Tt.;:cs,:::.1,
JJW ARCHITECTS AND PLANNERS WESTFIELD SOUTHCENTER
5628 AIRPORT WAY SOUTH, SUITE 112 2800 SOUTHCENTER MALL .
SEATTLE, WA 98108 TUKWILA, WA 98188
P: 206.420.2242 P: 206.714.3485
ATTN: JEFF WASSERMAN ATTN: WAYNE E. JOHNSON
E: JWASSERMAN@JJWARCH.COM E: WJOHNSON@US.WESTFIELD.COM
VS .
,
, -1 1,,
••-
'
\
•
EXISTING BUILDING - TYPE IIB CONSTRUCTrA BUILDING DIVIEION
FULLY SPRINKLED (PER NFPA 13)
NEW CONSTRUCTION - TYPE IIB CONSTRUCTION
OCCUPANCY CLASSIFICATION
PARKING
LEGAL DESCRIPTION
. , ,8
,
ASSEMBLY (A2): (NO CHANGE TO EXISTING)
AREA OF WORK = 2,390 SF NO CHANGE TO EXISTING
WEA SOUTHCENTER LLC BSIP PER BSIP REC VOL 256 PGS 1-9 WHICH REPLACES BSIP REC VOL 249 PGS 77-84 (AKA PARCEL
, ,• . .
DEFERRED SUBMITTALS
I TUKWILA BSIP #L10-032 REC #20101021000765)
PARCEL NO: 920247-0090
PLAN
...Ni?R-r-ly
FIRE SYSTEMS
MIR)
IS
GENERAL NOTES
MALL KEY PLAN
SYMBOLS (ARCHITECTUAL) - (ALL SYMBOLS ARE NOT NECESSARILY USED)
----EkTEtra.ETsr-----i11 he.1 n•lo
of work without prior
to the Sc.
cr.L)rovel of
1. MAINTAIN A CLEAR AND UNOBSTRUCTED PATH TO EXITS.
NOT TO SCALE
Tukwila Builriiil-
r1;1..4 -le, -,n
NOTE: Fiev:sion3 .
169 DOOR NUMBER
r .,
EARTH
will rc.:-i:Iii•
and may in.-.,!udo CCrion:i
a r: - p':nsubmittal
p.: 71 cc; ' ;yr
2. PROVIDE WORK AND MATERIALS IN ACCORDANCE WITH APPLICABLE CITY, COUNTY, AND LOCAL BUILDING AND FIRE CODES AS
'iiwzkA'
.........,......
REQUIRED. IN CASE OF CONFLICT WHERE THE METHODS OR STANDARDS OF INSTALLATION OF THE MATERIALS SPECIFIED DO NOT
169
ROOM NUMBER
2,-s. •
GRAVEL/BALLAST
EQUAL OR EXCEED THE REQUIREMENTS OF THE LAWS OR ORDINANCES, THE LAWS OR ORDINANCES ARE TO GOVERN. NOTIFY
ARCHITECT OF CONFLICTS.
Tukwila Pkwy. 405 Freeway
„
SAND
,
0 WINDOW TYPES
3. WORK IS GOVERNED BY CONDITIONS AS INDICATED IN CONTRACT DRAWINGS AND SPECIFICATIONS FOR BUILDINGS.
_
, , ,
Mil
CONCRETE -I
1
AREA OF WORK•
KEY TO FIXTURE SCHEDULE
<
4. STRUCTURAL DRAWINGS AND SPECIFICATIONS ARE SUPPLEMENTARY TO THESE DRAWINGS. NOTIFY ARCHITECT OF
41 TOKYO TOKYO -
rOM
PRECAST CONCRETE 0,
FOR CLARIFICATION. WORK INSTALLED IN
2 c)
DISCREPANCIES BETWEEN THE CONSULTANTS' DRAWINGS WITH A WRITTEN REQUEST
CONFLICT WITH THESE DRAWINGS OR SPECIFICATIONS IS TO BE CORRECTED BY THE CONTRACTOR AT NO EXPENSE TO THE
1379 SOUTHCENTER MALL
,, ,,,,,, ,
TUKWILA,
B KEY TO FLOOR FINISH SCHEDULE
1-
0
STEEL
.•., WA 98188
,4„, „„,
Et co r.
OWNER, TENANT, OR ARCHITECT.
, ,
I
I- ll
, , ..,,,, „ • 'CO
,
KEY TO CEILING FINISH SCHEDULE
GYM FLOOR .ci-
5. SUBCONTRACTORS ARE TO VISIT THE JOB SITE AND VERIFY FIELD DIMENSIONS AND CONDITIONS AND NOTIFY ARCHITECT OF
i I .., .If
j>.<
W I-- N-- C\1
WOOD (CONTINUOUS BLOCKING) Lij z 00 ci
DISCREPANCIES BEFORE PROCEEDING WITH WORK
S.
B KEY TO WALL TYPES
Lu a) (NI
0,
WOOD (NONCONTINUOSBLOCKING) I 0 <
6. OBTAIN PERMITS AND APPROVALS REQUIRED.
COLUMN CENTERLINE
I II
CO I o
WOOD (TRIM/F L__,
7. INVESTIGATE AND VERIFY LOCATIONS OF STRUCTURAL, MECHANICAL, AND ELECTRICAL ELEMENTS AND OTHER EXISTING
: ,
1
REVIEWED FOR - Z
D
CONDITIONS PRIOR TO BEGINNING THE WORK.
, „ 'Y,
Ct < _ j
GLASS CODE COMPLIANCE e..,
'
__,
W `-' 1111MOMI in
8. DO NOT SCALE DRAWINGS: USE DIMENSIONS SHOWN ON THE DRAWINGS AND ACTUAL FIELD MEASUREMENTS. NOTIFY ARCHITECT
' 11.„
A-2 SECTION MARK ----mi
APPROVED (1)0
..,
orki-
STONE >
OF DISCREPANCIES. DEVIATIONS FROM DIMENSIONED LOCATIONS REQUIRE ARCHITECT APPROVAL.
26 2016 (5)
, >
,•
-
FEB rX
0 N -
ENLARGED PLAN/ SHINGLES D <
9. "ALIGN" MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE.
RA
0
c
A-2
co
1 DETAIL REFERENCE • PO r4 0 ,_ I- 0_
/7, CONCRETE M s°NdiYyLailtukwila
io. COORDINATION: VERIFY AND COORDINATE THE WORK OF TRADES TO ASSURE COMPLIANCE WITH THE DRAWINGS AND
o
•._ J R nN
222:22==BRICK VENEE BUILDING DIVI-1...., DATE
ISSUE
SPECIFICATIONS.
0 ,
_
= .
CD
ELEVATION KEY 2= METAL STUDS 01.27.16
A-2
CHECK SET
11. IF INFORMATION IN THE DRAWINGS IS INCOMPLETE OR IN CONFLICT, CONTACT ARCHITECT FOR CLARIFICATION.
--s
PRECAST (IN PLAN)
REVISION CLOUD WITH
TO L.L.C., G.C., OR E.C., INDICATES WORK WHICH IS THE
REVISION DELTA TAG
alla
12. ANY REFERENCE MADE TO CONTRACTORS, INCLUDING BUT NOT LIMITED
*
,,,, STEEL (LARGE SCALE)
SOLE RESPONSIBILITY OF THE OWNER'S GENERAL CONTRACTOR UNLESS SPECIFICALLY NOTED.
" I
REFER TO
E D
PLYWOOD (LARGE SCALE)
MTV OF IL
i;WILA
13. PUBLICLY ACCESSIBLE PORTIONS OF THE BUILDING INCLUDING SIDEWALKS, ENTRY RAMPS, AND EXIT DOORS SHALL COMPLY ATA
•,,
DETAIL NUMBE- • GYPSUM WALL BOARD
MINIMUM WITH THE AMERICANS WITH DISABILITIES ACT, TITLE III, AND LOCAL ARCHITECTURAL BARRIER BOARDS.
V 55
-
•fill
.
(LARGE SCALE) JAN 2 8
2016
-0>
14. DETAILS REFERRED TO AS "TYPICAL" SHALL BE CONSIDERED AS A TYPICAL CONDITION REPEATED THROUGHOUT THE PROJECT,
tu =
SEE2/A-1
BATT INSULATION
A-1 PERMIT CENTER
WHETHER REFERENCED OR NOT.
Cu Pr o
qt.c.x.:49
gt.*ast.
RIGID INSULATION
S •V4 • ,
, f:)
SHEET NUMBE -
zrazioam PROTECTION BOARD
,
.pA Ji. 9pu Level 1
CARPET CARPET SCALE)
iii (LARGE
ACOU TILE (LARGE SCALE)
I AR CALE)
G 0.1
2015-27-00
CAVITY
STUD BRACING BACK
TO STRUCTURE
EXTEND EVERY FOURTH
STUD TO STRUCTURE
EXTEND DRYWALL
TO BOTTOM OF
ROOF DECK
STORAGE ROOM
GYP. BOARD -
STORAGE ROOM SIDE
METAL STUDS
WALL FINISH AS
SCHEDULED
NEW BASE AS
SCHEDULED
PROVIDE AND INSTALL :
-NEW 5/8" THICK TYPE 'X' GYP
BD ON 6" MTL. STUD - PANELS
TAPED AND MUDDED FOR
LEVEL 4 FINISH AND PAINTED
PER SCHEDULE.
-NEW BASE AS SCHEDULED
®WALL TYPES
SCALE: 1/2" 11-0"
EXTEND GYP. BOARD
6" ABOVE GYP BD
CEILING
DRYWALL CEILING -
WHERE OCCURS
LAY -IN ACOUSTIC 2x4
CEILING TILE WHERE
OCCURS
GYP. BOARD
METAL STUDS
WALL FINISH AS
SCHEDULED
BASE AS
SCHEDULED
PROVIDE AND INSTALL :
-NEW 5/8" THICK TYPE 'X' GYP
BD ON 3.5/8" MTL. STUD
PANELS TAPED AND MUDDED
FOR LEVEL 4 FINISH AND
PAINTED PER SCHEDULE.
-NEW BASE AS SCHEDULED
(SERVICE
AREA
NOT IN
VIEW BY
PUBLIC)
STAINLESS STEEL
OVER 1.1/8"
PLYWOOD - EASE
EDGES
(SERVICE AREA
SEEN BY PUBLIC)
18 GA. TOP TRACK
GYP. BOARD ON
METAL STUDS
WALL FINISH AS
SCHEDULED
BASE AS
SCHEDULED
PROVIDE AND INSTALL :
-NEW 5/8" THICK TYPE 'X' GYP BD
BOTH SIDES ON 3.5/8" MTL. STUD
/ PANELS TAPED AND MUDDED
FOR LEVEL 4 FINISH AND
PAINTED PER SCHEDULE.
-NEW BASE AS SCHEDULED
-PROVIDE/MATCH/INSTALL
CORNER GUARDS/ FINISHES
SIMILAR TO EXISTING PART HI
WALL
(SERVICE
AREA
NOT IN
VIEW BY
PUBLIC)
(SERVICE AREA
SEEN BY PUBLIC)
GYP. BOARD ON
METAL STUDS
WALL FINISH AS
SCHEDULED
BASE AS
SCHEDULED
PROVIDE AND INSTALL :
-NEW 5/8" THICK TYPE 'X' GYP BD
BOTH SIDES ON 3.5/8" MTL. STUD
/ PANELS TAPED AND MUDDED
FOR LEVEL 4 FINISH AND
PAINTED PER SCHEDULE.
-NEW BASE AS SCHEDULED
-PROVIDE/MATCH/INSTALL
CORNER GUARDS/ FINISHES
SIMILAR TO EXISTING PART HI
WALL
36'-8"
i
1//////_///////// / / / / ///// // / /// / 7 ///////MM././///Y/t
REAR EXIT DISCHARGE
EXISTING DOOR
EXIT DOOR
(1) @ 72" CLEAR.
360 OCCUPANT
EGRESS CAPACITY
N
NEW DOOR
LEASE LINE I
Q I EI
N- U.
L
EXISTING
FIRE -RATED
WALL
I.
7'-0"
/____ CLEAR I
(E) FIRE -RATED
EGRESS
CORRIDOR
EXISTING
FIRE -RATED
WALL
NO
k OPE—
LOADING DOOR
NOT AN EXIT
CLEAFLY MARKED: "LOADING
ONLY NOT AN EXIT"
iol
0132' TRAVEL
DISTANCE TO
EXIT DISCHARGE O 00
FROM THIS
POINT & 57'
E COMMON PATH ® REP
05
QF EGRESS ®I---\ /- -1 —� r /�
® I \ / \1 \/
OCCUPANCY CLASSIFICATION
PRIMARY OCCUPANCY CLASSIFICATION = ASSEMBLY A-2 (UNCONCENTRATED)
***SEE "EXITING SUMMARY" TABLE FOR FULL LISTING OF SPACES AND USES
AREA
TOKYO TOKYO
PRIMARY CLASSIFICATION GROSS SF
ASSEMBLY A-2 2,360 SF
CAPACITY OF EGRESS (TABLE 1005.3.2)
ALL EXIT COORS SHALL BE PROVIDED WITH PANIC HARDWARE
EGRESS CAPACITY FOR EXTERIOR DOORS (1) EXIT INTO CONCOURSE = 690 OCCUPANTS
(1) EXIT INTO REAR DISCHARGE = 180 OCCUPANTS
TOTAL EGRESS CAPACITY = 870 OCCUPANTS
MINIMUM NUMBER OF EXITS (2012 IBC SECTION 1021.1)
REQUIRED EXITS
ACTUAL EXITS
EXISTING FIRE -RATED WALL
2
2
WALL TYPE LEGEND
---------- LIGHT DASHED WALLS, DOORS, WINDOWS & MILLWORK
TO BE REMOVED
EXISTING PARTITION WALL TO REMAIN
EXISTING CMU BLOCK WALL
NEW PARTITION WALL - SEE WALL TYPES
NEW KNEE WALL
3'-0"
CLEAR
400
NV
@N
00"-
/9
1/9
1(9
1/9
/9
EXIT
attealk
EXIT #2
(1) @ 36" CLEAR
180 OCCUPANT
• EGRESS CAPACITY •
EXISTING DOOR
0T
S
1/6 1/6 1 1/6
1/6 1/6 1/6
3'-0"
CLEAR
EXISTING DOOR
EXIT DOOR
(1) @ 72" CLEAR.
3U0 OCeUPAtT
EGRESS CAPACITY
LNC
I
NEW DOOR
STORE RM. EXIT
(1) @ 34" CLEAR
150 OCCUPANT
EGRESS CAPACITY
C777",;,
1;,
SERVE CTR
03
3'-11 1/2" },
CLEAR I
•
31'-6"
EXISTING
FIRE -RATED
WALL
STORAGE
102
latitimktitz
0
•
17'-0"
122' TRAVEL DISTANCE
TO EXIT DISCHARGE
FROM THIS POINT AND 60'
COMMON PATH OF
EGRESS
•
F—
L_
f_ J
—
I - —1
L J
I
85'-2"
60' TRAVEL DISTANCE
TO CONCOURSE
FROM THIS POINT
40' TRAVEL DISTANCE
TO CONCOURSE
FROM THIS POINT
EXISTING
FIRE -RATED
WALL
Pf
EXIT
DINING
101
EXIT
EXISTING OPENING
EXIT #1
TO CONCOURSE
11'•6" BETWEEN
SEATING PARTITIONS
690 OCCUPANT
EGRESS CAPACITY
1111111111111 • MEM
ZO
w
J
U
1nEXITINGPLAN
SCALE: 1/4" = 1'-0"
E
REVIEWED FOR
CODE COMPLIANCE
APPROVED
FEB 2 6 2016
Ciy of Tukwila
BUILDING DIVISION
N CA
O 0
CV
CO
cd
N N
(/)
L1J
F-
a
z
z
^-J
V
z
F-
X
Lil
1379 SOUTHCENTER MALL
CO
CO
CO
Q
J
0)
0
i
N
N
0)
O
z
W
U
Q
DATE
ISSUE
01.27.16
CHECK SET
.. ---,. r^r�
L.r-I I1::...)
F T&Jt WiLA
JA
2 8 2016
PEIIM
T CENTER
G-0.2
2015-27-00
EXITING SUMMARY
TOTAL OCCUPANT LOAD
CONSISTS OF THE FOLLOWING:
IBC TABLE 1004.1.1
MAXIMUM FLOOR ALLOWANCES PER OCCUPANT
DINING 1,404 SF 93 OCCUPANTS ASSEMBLY
STORAGE 374 SF 1 OCCUPANT MERCANTILE
SERVICE CTR 228 SF 15 OCCUPANTS ASSEMBLY
KITCHEN 137 SF 1 OCCUPANT KITCHENS
FOOD PREP 218 SF 1 OCCUPANT KITCHENS
W/O FIXED SEATS (UNCONCENTRATED) 15 NET
(STORAGE) 300 GROSS
W/O FIXED SEATS (UNCONCENTRATED) 15 NET
(COMMERCIAL) 200 GROSS
(COMMERCIAL) 200 GROSS
TOTAL 101 OCCUPANTS
OCCUPANT LOAD PER EXIT = 101/2 51 OCCUPANTS
MINIMUM EXIT WIDTH (CORRIDOR/DOORWAY) TO ACCOMMODATE OCCUPANT LOAD=
51X.20=10.2"
*** ALL CORRIDORS/DOORWAYS MEASURE >= 30" ***
NOTE: A-2 UNCONCENTRATED IS USED AS THE PRIMARY OCCUPANCY TYPE AS THERE WILL BE UNFASTENED SEATING AND
TABLES IN THE DINING AREA WHICH PREVENT A "STANDING SPACE" ASSEMBLY USE.
f_'a'x¢._a1v.�'z'�^^ac3.ia.+e.�`.+A<k"x.. .... ._...... — . ...... ... ..... .....<..__ .. __...... _...
•
17'-0"
122' TRAVEL DISTANCE
TO EXIT DISCHARGE
FROM THIS POINT AND 60'
COMMON PATH OF
EGRESS
•
F—
L_
f_ J
—
I - —1
L J
I
85'-2"
60' TRAVEL DISTANCE
TO CONCOURSE
FROM THIS POINT
40' TRAVEL DISTANCE
TO CONCOURSE
FROM THIS POINT
EXISTING
FIRE -RATED
WALL
Pf
EXIT
DINING
101
EXIT
EXISTING OPENING
EXIT #1
TO CONCOURSE
11'•6" BETWEEN
SEATING PARTITIONS
690 OCCUPANT
EGRESS CAPACITY
1111111111111 • MEM
ZO
w
J
U
1nEXITINGPLAN
SCALE: 1/4" = 1'-0"
E
REVIEWED FOR
CODE COMPLIANCE
APPROVED
FEB 2 6 2016
Ciy of Tukwila
BUILDING DIVISION
N CA
O 0
CV
CO
cd
N N
(/)
L1J
F-
a
z
z
^-J
V
z
F-
X
Lil
1379 SOUTHCENTER MALL
CO
CO
CO
Q
J
0)
0
i
N
N
0)
O
z
W
U
Q
DATE
ISSUE
01.27.16
CHECK SET
.. ---,. r^r�
L.r-I I1::...)
F T&Jt WiLA
JA
2 8 2016
PEIIM
T CENTER
G-0.2
2015-27-00
V:0.77%l7MI%'!%%,XY%7%7,7/77F777,740%!77,7,, 7./.177/./././M77 /4/././
............ ........................
•'•••••.(E)'RESTF .00M.'• •
.'.'. '.N
•••AREA*...... .
.....'.'.'.'''''..''''''''''''. r -7-Tr-rr-rr-77-7T-rr-rr-77-77
I! 11 1 11 / 1 II 1/ II 1/ 11
1
rf..................... 1 11 1 IJ -L 1 1J !!
! 1 ▪ T r �r� -41 I l l IJJ_11_1L_LLJJ_J1
!I 11 I
/II 1r f,bd r! I! n
I /1'1 /1
rr ll
rr rr rr l // !I
r r r SI' I� r r r r r rr- r-.. , r r 1- r' f 1 1 1 I! !! I l 1 1 1 1 !! ! l 11
,I /1 11/ Il II 11V 1 // 1, // / / ll lI 1 11 II I/ II I I I/ II II /1
_JJL4.4A_LL_L/_ J ci_ J. LL_LLJJ__Li _1L_LLJJ_11_1L_LLJJ_J1_ 11_bLJJ_JJI
11 m 0)
• //!!!///!!!/!J//lJ//1!�/l/2Jylj!%%of.
/%YJ111;
..........................................
' "**C.O(TRACTOR'TO.VER'I.FY.'.'.'.'.'.'....:.
•:•:•:•:•:BO'11hfE}Al�a'ES'AND'Dll(/iE•N'S�ONS'•'•'•'•'•'•'
•
.'.RE.F.ERENCEONLY:r*............ .
(ADO'D
REMOVE DEBRIS IN THIS AREA (PREPARE FOR
NEW CONCRETE FLOOR SEALER WHERE
OCCURS) - REPAIR AND PREPARE EXISTING
SURFACES TO BE LIKE NEW
Q002)1 REMOVE (E) DAMAGED MARLITE PANELS AND
REPLACE W/ NEW PANEL TO BE LIKE NEW.
REMOVE WALLS, BASTE AND FRAMINC REPAfR
AND PREPARE EXISTING SURFACES TO BE LIKE
NEW
REMOVE ENTIRE TEMPORARY CONSTRUCTION
- DO - WALL/STOREFRONT BARRIER AND ITS
ACCECCORIES - REPAIR AND f REP ARE
EXISTINC SURFACES TO BE LIKE NEW
0D05) CUT END OF WALL CLEAN - REPAIR AND
PREPARE EXISTING SURFACES TO BE LIKE NEW
ACCESSORIES REPAIR AND PREPARE EXISTING
IIfE NEW
0
(0D07)
(AD08)
(AD09)
.....•••.••••••
(6D10)
(1D11)
.sem..•--�xc - - •rr5,n.',� �'r :` �y-•�-z•
0
(AD12)
(AD 13)
(0D 14)
(AD1$
0
(1016)
EXISTING WALL AND COUNTER TOP TO REMAIN -
REPAIR AND PREPARE EXISTING SURFACES TO
BE LIKE NEW
REMOVE PORTION OF CONCRETE SLAB - REPAIR
AND PREPARE EXISTING SURFACES TO BE LIKE
NEW - COORDINATE LOCATION W/ FUTURE
EQUIPMENT
REMOVE CHIPPED/DAMAGED TILES ALONG
EDGE OF EXISTING TILE FLOOR - REPAIR AND
PREPARE EXISTING SURFACES TO BE LIKE NEW
EXISTING FLOOR SINKS TO BE RELOCATED -
REPAIR AND PREPARE EXISTING SURFACES TO
BE LIKE NEW
REMOVAL OF MECHANICAL/PLUMBING &
ELECTRICAL SYSTEMS TO BE COORDINATED
WITH MECHANICAL/PLUMBING & ELECTRICAL
DWGS. - REMOVE / REPAIR ACCESSORIES AND
PREPARE SURFACES AS NECESSARY TO BE
LIKE NEW
GENERAL DEMO. NOTES
1. REMOVE EXISTING PARTITIONS AS REQUIRED.
PATCH, REPAIR, AND PREP ALL PARTITIONS AS
REQUIRED FOR NEW FINISHES.
2. CAP OR REMOVE ALL ELEMENTS AS INDICATED;
CAP OR REMOVE ALL ABANDONED
PLUMBING/ELECTRICAL DEVICES. PATCH, REPAIR,
AND PREP ADJACENT SURFACES AS REQUIRED FOR
NEW FINISHES.
3. DAMAGE TO OTHER TRADES WORK AS A RESULT OF
THIS WORK IS TO BE PROMPTLY REPAIRED AT NO
EXPENSE TO THE OWNER AND TO THE COMPLETE
SATISFACTION OF THE OWNER.
4. CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO
SUBMISSION OF BID AND FIELD VERIFY ALL EXISTING
CONDITIONS AND THE EXTENT OF THE DEMOLITION
WORK. ALL ASSOCIATED DEMOLITION COSTS SHALL
BE INCLUDED IN THE BID PRICE. NO EXTRA PAYMENT
WILL BE ALLOWED FOR WORK REQUIRED BECAUSE
OF DISCERNIBLE CONDITIONS, WHETHER OR NOT
SPECIFICALLY SHOWN ON THESE DRAWINGS.
5. THE EXISTING BUILDING INCLUDING PORTIONS OF
THE RENOVATED AREA SHALL REMAIN IN SERVICE
DURING THE CONSTRUCTION PHASE OF THIS
PROJECT. ANY MODIFICATIONS TO THE EXISTING
ELECTRICAL SYSTEMS THAT MAY REQUIRE THE
TEMPORARY INTERRUPTION OF EXISTING SERVICES
SHALL BE COMPLETED AFTER THAT MAY REQUIRE
THE TEMPORARY INTERRUPTION OF EXISTING
SERVICES SHALL BE COMPLETED AFTER NORMAL
WORKING HOURS. PRE -SCHEDULE ANY SERVICE
INTERRUPTIONS WITH THE OWNER PRIOR TO
STARTING ANY WORK. DO NOT DISTURB THE
EXISTING DEPARTMENTS IN THE EXISTING BUILDING
COMPLEX.
GAT)DEMOLITION NOTES
SCALE: NONE
MECHANICAL DEMOLITION NOTES
6. REUSE (E) INFRASTRUCTURE. ADD/REPLACE
ITEMS AS REQUIRED TO MAKE NEW CONNECTIONS.
7. ALL FIRE PROTECTION SYSTEMS TO REMAIN IN
PLACE AND OPERATIONAL DURING DEMOLITION
PHASE.
8. SEE MECHANICAL DWGS FOR MORE INFORMATION.
ELECTRICAL DEMO. NOTES
9. UTILITY OUTAGES: NOT LESS THAN 10 WORKING
DAYS (VERIFY WITH LANDLORD) . PRIOR TO A
REQUIRED UTILITY ( POWER, TELE, NET) OUTAGE,
NOTIFY AND OBTAIN APPROVAL IN WRITING OF SAID
OUTAGE FROM THE FACILITY. NO APPROVAL.
CONTRACTOR SHALL LOCK -OUT AND RED -TAG THE
APPROPRIATE CIRCUIT BREAKER, SWITCH, ETC.
RED -TAG SHALL INDICATE WHEN THE OUTAGE WILL
BE TERMINATED, AND A TELEPHONE NUMBER TO
CONTACT REGARDING THIS OUTAGE. THE TAG
SHALL ALSO WARN PEOPLE NOT TO RE-ENERGIZE
THE CIRCUIT SYSTEM BECAUSE OF POTENTIAL
DANGER TO PERSONNEL AND EQUIPMENT. ALL
WORK ASSOCIATED WITH ANY POWER OUTAGES
SHALL BE COMPLETED AFTER NORMAL WORKING
HOURS.
10. SEE ELECTRICAL DWGS FOR MORE INFORMATION.
0
Co o
m
a
DC)
0
o CO
N
N
N
O
N
CO
O
N
MOVE ENTIRE GLASS PARTITION AND ITS
ACCESSORIES - REPAIR AND PREPARE EXISTING
SURFACES TO BE LIKE NEW - SEE PLAN FOR
NEW LOCATION
REMOVE ENTIRE TEMPORARY CONSTRUCTION
WALL/STOREFRONT BARRIER AND ITS
ACCESSORIES - REPAIR AND PREPARE EXISTING
SURFACES TO BE LIKE NEW
EXISTING CEILING ITEMS IN THIS AREA TO
REMAIN - REPLACE DAMGED ITEMS ONLY -
REPAIR AND PREPARE EXISTING SURFACES TO
BE LIKE NEW
EXISTING CEILING ITEMS IN THIS AREA TO BE
REMOVED - REPAIR AND PREPARE EXISTING
SURFACES TO BE LIKE NEW
LIGHT DASHED WALLS, DOORS, WINDOWS & MILLWORK
TO BE REMOVED
EXISTING PARTITION WALL TO REMAIN (ON
DEMOLITION PLANS)
o CEILING MOUNTED LIGHT FIXTURE
SUSPENDED CEILING MOUNTED LIGHT FIXTURE
1'(4' PENDANT FLUORESCENT LIGHT FIXTURE
1'x4' FLUORESCENT LIGHT FIXTURE - SURFACE MOUNTED
REMOVE CEILING/ROOF ELEMENTS IN THIS AREA
FOR NEW RTU/DUCTWORK - REPAIR AND
PREPARE EXISTING SURFACES TO BE LIKE NEW
EXISTING CMU BLOCK WALL (ON DEMOLITION
PLANS)
PART HIGH WALL TO REMAIN - REPAIR/PREPARE FOR
NEW FINISHES
CONSTRUCTION WALL TO BE REMOVED -
PATCH/REPAIR EXISTING SURFACES/PREPARE FOR
NEW WORK
2'x4' FLUORESCENT LIGHT FIXTURE
CEILING MOUNTED LIGHT/EXHAUST FAN
RECESSED CAN LIGHT FIXTURE
PENDANT LIGHT FIXTURE
DEMOLITION FLOOR PLAN
SCALE: 1/8" = 1'-0"
KEYNOTES
SCALE: NONE
C.,)SYMBOLS - LEGENDS
SCALE: NONE
**CONTRACTOR TO VERIFY BOUNDARIES AND
DIMENSIONS - BOUNDARIES/DIMENSIONS ARE
FOR APPROXIMATE & FOR REFERENCE.**
(AD10
(ADO
. ...... ..... .. .
AREA
NOT /N
SCOPE
**CONTRACTOR TO VERIFY
BOUNDARIES AND DIMENSIONS
BOUNDARIES/DIMENSIONS ARE
• FOR APPROXIMATE & FOR •:
• REFERENCE ONLY**
le//!//!.!/!//!!!!/./!!/!../.1!/./zm ////,/f.!!!/./mi'z.e {ffztm,,/ z ./ .�/z!/r'/f/S!!/ (./
r ,
1. 1 r l/ i I • r 1 I l i / I l 1 I 1. /r / 1// 1?/ i
// r 1 Ir ; l 1 r 1 i I' CI r 1 i 1 I I/ 1 i/.! r/
I i I . 1 , i , i 1 ! 1l / / , 1 1 ! 1l / 1 11 1 I ! 1 / / 1r I
1 1/ 1 i l. r 1 1 1 i 1 1 1/ 1; 1. 1 I l l i 1
i/ l% 1• /// l/ !1 1 /! i r// i/! I! r i i r l l
1 , l 1 / r l I! 1 / I
j I 1 j i 1 1 1I / 1 rr i 1!, 1 1I i!! 11 1 1.1/1
i t
111 ill itlr r� i /i11 1111 i � !� 1 r /Ii
11 I ! l l i l. 1•1 1�1 1 1 1 1 1 1 i l l
. 1 II r i 1. 1 1 1 I i r./ 1, l i/ / I
I I 1 / i r//1 / // /1 i 110 Ili IIi ///I/
1 1 1 1 =-1 Q l 1
l l I l/ 1/ 1 i 1 / I I/•/
ci 11,1'+OP , i l! i, i l. II ! r
1 / 1 I l l I
AREA
-NOT I .. . .
SCOPE
•
Ir./,/ 1/.
I / I ' l/' r 1/ i 1• / I !.
/Tri /1 !! 11 • / it• 11 !!I r/, i• / 11r1 /, • , i'r lI,
l I I l i 1. 1 1 I I I,. 1 / 11 I r
I r i r• 1! I l i r' 1 1 1/; 1. / 11
!� 1 /1 I
- 47:-lr'r'-tri-�-iLL-741i i-LILr LIJ7- 1 1 1
II II I/ II Il Il II Il
Il I! Il II Il Il Il Il I
II /l II Il Il II 11 II 1
II II I/ II II II I Il I
I1 /I !1 11 11 11 1 1/ I1
Il I 11 II II /1 1 II 11
I
�! 11 11 11 11 I1 11 II
II II 1 !
II !l / I/ 11
r r II r r r I r
i /l .' i i
1, 1
/ / i!j/
'111 1/
I! /Il/l.
`I•/ I 1
1 1 I • I
1 1 I J I' l ! I l l
I•liI/ l
. I•
!r i l. 1! I.
! !1 i 1I ; l ! Ir r .. .. .. .. . r. ..
•
I I 11 i/, 1/ 1 I I j 1!! I I , , , 1 1 r
! II
1ri l lrrlllli l / I.
1!111 i/1i rl1lTl-
li'/':
l 1i/ r • .1 1 IIr
�! rr r ,I r! 1./ri .11//i1.1 `I1,r rr 1 r 1 r I1, ! l I111•l •I/ 1/r Ii/lIill! I! 1I i l I I1Ii/1 r I 1 r //I1! ill
! l/ r if
l/ !, 1 i I. 1 1 I/ i 1 ! I I I
!!lI•
l i l/i1 /r 1 1I,.. r 1I/ ' I r r I l 1-1 1 J/i /•/ 1 IIliII11/III.III1I1.IIrIr1I1./-r1 rr.1,11 r1 `r,. l 11 1. ��
r '! II I1 i 1l ! 7T L r i i l! 1 !/ / r! j l i 1! 1! l I i l! I I i t l! r j ; ! 1 r; I r I I I 1 1
1
I l,,,,,,,„„.,1;!,,/, ) 1/ r i 1 1 r 1 r
I I .. I . / I l 1 ! 1 / I l I / / i//'/'/ i'/i'i'/'/'/',, / /17/-1/.
/ / / / / / 4 1 ' rl /i/i ! • /!
I / I 1 1 ! l 1 11 111 ! l l ! !/ ! I 1 1 i i'/ / / , / / / , iii / / / / i'i'i''/ / �i'i/,',,,
•1 / ! lI
!• r 1 1• I 1 I r I / 1 / ! I l I / I / ./iii , iii , iii / / / / / / / / / / / / / i / / r , 1 i I /
1r 1•rI,i1.1 /l /I 11 //I/lI ////////////////////////////// 1 1r
! i 1 1 I , I i 1 1 / / ! / / / ! I/ / C /'/'/'/ // /'i'/'/'/'/'iii'/'�'i'i'i'i'/ . / / / / / / /„. / / 1 l ,1
11Iri111lI1 1/ l! l Y/ //////////////////// 1 1
I ' • / i r ! j 1 / /! Il I 1I / I ! 11 11 y I' / /,/,77,/,/,/,/,/,/, ��i�i�i�i�i�i/z//////////////////////////i/7 ///7///b^� ! I I
/ 1_1--1-1--1111 I i',i'',',','i'iiiiiiii iii/ /7/7/7/7/0 /
11 -1-/--1-%-11 (7,/,,,/,,,, //////// / / / / / ///////i//
1 r r r r r rr , / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / /
7/7/7, / / / / / / / / / / / / / / / / / / / / / / / / / /
•/ / , , / / / , / / / / / / / / / / / / / / / / / / /'"?
�,// / / / / / / i / / / / / / / / / / / / / / / / / / /
/ 7 / / / / //7///7///7///
/ / / / / / / / / / / / / / / / / / a ,n
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / , `�
/ / / / / / / / / / / / / / / / / / / / / / / / / / / 7, )
/ / / / / / / / / / / / / / / / / / / / / / / / / / / , / 1
/ / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / , / , / / / / / / / / / / / / / / / / / / / / / , / /I
/ / /,/ / /i iY--'_i11_.�i ..../2.4- L12/2.2- 112/ LL1 _L11� L11� 211Jd
1J 1r�y1 0 -J ��
1►
f///!/!_/!r///!/1
N
I
COPE ...
PHOTO DEMOLITION - CEILING 01
SCALE: NONE
PHOTO DEMOLITION - FLOORING -WALL
11
III ! / /'/'/'/'/'// ///////
/ /'/'/'/', ;!,'/'/'/'
///////////
/////// /// //////
NOT
SCALE: NONE
0
(AD01)
AREA
PE
(1D14)
REVIEWED FOR
CODE COMPLIANCE
APPROVED
FEB 2 6 2016
z
J
0
0
z
U
0
w
F-
U
w
J
U-
w
Lt
LL
0
0
J
LL
0
F-
J
0
w
0
1379 SOUTHCENTER MALL
CO
CO
N•-•
CO
I
CD
0)
CDO
CN
CN
0)
O
z
w
0
0
C_8)PHOTO DEMOLITION - CEILING 02
SCALE: NONE
PHOTO DEMOLITION - FLOORI
SCALE: NONE
DATE
01.27.16
ISSUE
CHECK SET
•
AREA
NOT. IN.
SCOPE
**MEP. AND FIRE PROTECTIN. WILL BE SUBMITTED SEPA TELYAS.DEFEF
PERMITS: ANY INFORMATI N PERTAINING TO MEP OR FIIIRE•SYSTEMS SHC
WITHIN THIS DRAWING .SET. IS FOR REFERENCE ONLY AND IS. NOT SUBMIT
FOR PERMIT APPROVAL. ,FUTURE TENANT TO SUBMIT.FOR HEALTH
EF
PERMIT
RED:
WN
FED
PERMI1
2 8 2016
CENTER
0
DEMOLITION REFLECTED CEILING PLAN
SCALE: 1/8" = 1'-0"
l
PHOTO DEMOLITION - CEILING 03
SCALE: NONE
PHOTO DEMOLITION - SOFFIT 01
AD -2.1
2015-27-00
.....................
•
•
.....................
•
•
..................
•
.
• //!!!///!!!/!J//lJ//1!�/l/2Jylj!%%of.
/%YJ111;
..........................................
' "**C.O(TRACTOR'TO.VER'I.FY.'.'.'.'.'.'....:.
•:•:•:•:•:BO'11hfE}Al�a'ES'AND'Dll(/iE•N'S�ONS'•'•'•'•'•'•'
•
.'.RE.F.ERENCEONLY:r*............ .
(ADO'D
REMOVE DEBRIS IN THIS AREA (PREPARE FOR
NEW CONCRETE FLOOR SEALER WHERE
OCCURS) - REPAIR AND PREPARE EXISTING
SURFACES TO BE LIKE NEW
Q002)1 REMOVE (E) DAMAGED MARLITE PANELS AND
REPLACE W/ NEW PANEL TO BE LIKE NEW.
REMOVE WALLS, BASTE AND FRAMINC REPAfR
AND PREPARE EXISTING SURFACES TO BE LIKE
NEW
REMOVE ENTIRE TEMPORARY CONSTRUCTION
- DO - WALL/STOREFRONT BARRIER AND ITS
ACCECCORIES - REPAIR AND f REP ARE
EXISTINC SURFACES TO BE LIKE NEW
0D05) CUT END OF WALL CLEAN - REPAIR AND
PREPARE EXISTING SURFACES TO BE LIKE NEW
ACCESSORIES REPAIR AND PREPARE EXISTING
IIfE NEW
0
(0D07)
(AD08)
(AD09)
.....•••.••••••
(6D10)
(1D11)
.sem..•--�xc - - •rr5,n.',� �'r :` �y-•�-z•
0
(AD12)
(AD 13)
(0D 14)
(AD1$
0
(1016)
EXISTING WALL AND COUNTER TOP TO REMAIN -
REPAIR AND PREPARE EXISTING SURFACES TO
BE LIKE NEW
REMOVE PORTION OF CONCRETE SLAB - REPAIR
AND PREPARE EXISTING SURFACES TO BE LIKE
NEW - COORDINATE LOCATION W/ FUTURE
EQUIPMENT
REMOVE CHIPPED/DAMAGED TILES ALONG
EDGE OF EXISTING TILE FLOOR - REPAIR AND
PREPARE EXISTING SURFACES TO BE LIKE NEW
EXISTING FLOOR SINKS TO BE RELOCATED -
REPAIR AND PREPARE EXISTING SURFACES TO
BE LIKE NEW
REMOVAL OF MECHANICAL/PLUMBING &
ELECTRICAL SYSTEMS TO BE COORDINATED
WITH MECHANICAL/PLUMBING & ELECTRICAL
DWGS. - REMOVE / REPAIR ACCESSORIES AND
PREPARE SURFACES AS NECESSARY TO BE
LIKE NEW
GENERAL DEMO. NOTES
1. REMOVE EXISTING PARTITIONS AS REQUIRED.
PATCH, REPAIR, AND PREP ALL PARTITIONS AS
REQUIRED FOR NEW FINISHES.
2. CAP OR REMOVE ALL ELEMENTS AS INDICATED;
CAP OR REMOVE ALL ABANDONED
PLUMBING/ELECTRICAL DEVICES. PATCH, REPAIR,
AND PREP ADJACENT SURFACES AS REQUIRED FOR
NEW FINISHES.
3. DAMAGE TO OTHER TRADES WORK AS A RESULT OF
THIS WORK IS TO BE PROMPTLY REPAIRED AT NO
EXPENSE TO THE OWNER AND TO THE COMPLETE
SATISFACTION OF THE OWNER.
4. CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO
SUBMISSION OF BID AND FIELD VERIFY ALL EXISTING
CONDITIONS AND THE EXTENT OF THE DEMOLITION
WORK. ALL ASSOCIATED DEMOLITION COSTS SHALL
BE INCLUDED IN THE BID PRICE. NO EXTRA PAYMENT
WILL BE ALLOWED FOR WORK REQUIRED BECAUSE
OF DISCERNIBLE CONDITIONS, WHETHER OR NOT
SPECIFICALLY SHOWN ON THESE DRAWINGS.
5. THE EXISTING BUILDING INCLUDING PORTIONS OF
THE RENOVATED AREA SHALL REMAIN IN SERVICE
DURING THE CONSTRUCTION PHASE OF THIS
PROJECT. ANY MODIFICATIONS TO THE EXISTING
ELECTRICAL SYSTEMS THAT MAY REQUIRE THE
TEMPORARY INTERRUPTION OF EXISTING SERVICES
SHALL BE COMPLETED AFTER THAT MAY REQUIRE
THE TEMPORARY INTERRUPTION OF EXISTING
SERVICES SHALL BE COMPLETED AFTER NORMAL
WORKING HOURS. PRE -SCHEDULE ANY SERVICE
INTERRUPTIONS WITH THE OWNER PRIOR TO
STARTING ANY WORK. DO NOT DISTURB THE
EXISTING DEPARTMENTS IN THE EXISTING BUILDING
COMPLEX.
GAT)DEMOLITION NOTES
SCALE: NONE
MECHANICAL DEMOLITION NOTES
6. REUSE (E) INFRASTRUCTURE. ADD/REPLACE
ITEMS AS REQUIRED TO MAKE NEW CONNECTIONS.
7. ALL FIRE PROTECTION SYSTEMS TO REMAIN IN
PLACE AND OPERATIONAL DURING DEMOLITION
PHASE.
8. SEE MECHANICAL DWGS FOR MORE INFORMATION.
ELECTRICAL DEMO. NOTES
9. UTILITY OUTAGES: NOT LESS THAN 10 WORKING
DAYS (VERIFY WITH LANDLORD) . PRIOR TO A
REQUIRED UTILITY ( POWER, TELE, NET) OUTAGE,
NOTIFY AND OBTAIN APPROVAL IN WRITING OF SAID
OUTAGE FROM THE FACILITY. NO APPROVAL.
CONTRACTOR SHALL LOCK -OUT AND RED -TAG THE
APPROPRIATE CIRCUIT BREAKER, SWITCH, ETC.
RED -TAG SHALL INDICATE WHEN THE OUTAGE WILL
BE TERMINATED, AND A TELEPHONE NUMBER TO
CONTACT REGARDING THIS OUTAGE. THE TAG
SHALL ALSO WARN PEOPLE NOT TO RE-ENERGIZE
THE CIRCUIT SYSTEM BECAUSE OF POTENTIAL
DANGER TO PERSONNEL AND EQUIPMENT. ALL
WORK ASSOCIATED WITH ANY POWER OUTAGES
SHALL BE COMPLETED AFTER NORMAL WORKING
HOURS.
10. SEE ELECTRICAL DWGS FOR MORE INFORMATION.
0
Co o
m
a
DC)
0
o CO
N
N
N
O
N
CO
O
N
MOVE ENTIRE GLASS PARTITION AND ITS
ACCESSORIES - REPAIR AND PREPARE EXISTING
SURFACES TO BE LIKE NEW - SEE PLAN FOR
NEW LOCATION
REMOVE ENTIRE TEMPORARY CONSTRUCTION
WALL/STOREFRONT BARRIER AND ITS
ACCESSORIES - REPAIR AND PREPARE EXISTING
SURFACES TO BE LIKE NEW
EXISTING CEILING ITEMS IN THIS AREA TO
REMAIN - REPLACE DAMGED ITEMS ONLY -
REPAIR AND PREPARE EXISTING SURFACES TO
BE LIKE NEW
EXISTING CEILING ITEMS IN THIS AREA TO BE
REMOVED - REPAIR AND PREPARE EXISTING
SURFACES TO BE LIKE NEW
LIGHT DASHED WALLS, DOORS, WINDOWS & MILLWORK
TO BE REMOVED
EXISTING PARTITION WALL TO REMAIN (ON
DEMOLITION PLANS)
o CEILING MOUNTED LIGHT FIXTURE
SUSPENDED CEILING MOUNTED LIGHT FIXTURE
1'(4' PENDANT FLUORESCENT LIGHT FIXTURE
1'x4' FLUORESCENT LIGHT FIXTURE - SURFACE MOUNTED
REMOVE CEILING/ROOF ELEMENTS IN THIS AREA
FOR NEW RTU/DUCTWORK - REPAIR AND
PREPARE EXISTING SURFACES TO BE LIKE NEW
EXISTING CMU BLOCK WALL (ON DEMOLITION
PLANS)
PART HIGH WALL TO REMAIN - REPAIR/PREPARE FOR
NEW FINISHES
CONSTRUCTION WALL TO BE REMOVED -
PATCH/REPAIR EXISTING SURFACES/PREPARE FOR
NEW WORK
2'x4' FLUORESCENT LIGHT FIXTURE
CEILING MOUNTED LIGHT/EXHAUST FAN
RECESSED CAN LIGHT FIXTURE
PENDANT LIGHT FIXTURE
DEMOLITION FLOOR PLAN
SCALE: 1/8" = 1'-0"
KEYNOTES
SCALE: NONE
C.,)SYMBOLS - LEGENDS
SCALE: NONE
**CONTRACTOR TO VERIFY BOUNDARIES AND
DIMENSIONS - BOUNDARIES/DIMENSIONS ARE
FOR APPROXIMATE & FOR REFERENCE.**
(AD10
(ADO
. ...... ..... .. .
AREA
NOT /N
SCOPE
**CONTRACTOR TO VERIFY
BOUNDARIES AND DIMENSIONS
BOUNDARIES/DIMENSIONS ARE
• FOR APPROXIMATE & FOR •:
• REFERENCE ONLY**
le//!//!.!/!//!!!!/./!!/!../.1!/./zm ////,/f.!!!/./mi'z.e {ffztm,,/ z ./ .�/z!/r'/f/S!!/ (./
r ,
1. 1 r l/ i I • r 1 I l i / I l 1 I 1. /r / 1// 1?/ i
// r 1 Ir ; l 1 r 1 i I' CI r 1 i 1 I I/ 1 i/.! r/
I i I . 1 , i , i 1 ! 1l / / , 1 1 ! 1l / 1 11 1 I ! 1 / / 1r I
1 1/ 1 i l. r 1 1 1 i 1 1 1/ 1; 1. 1 I l l i 1
i/ l% 1• /// l/ !1 1 /! i r// i/! I! r i i r l l
1 , l 1 / r l I! 1 / I
j I 1 j i 1 1 1I / 1 rr i 1!, 1 1I i!! 11 1 1.1/1
i t
111 ill itlr r� i /i11 1111 i � !� 1 r /Ii
11 I ! l l i l. 1•1 1�1 1 1 1 1 1 1 i l l
. 1 II r i 1. 1 1 1 I i r./ 1, l i/ / I
I I 1 / i r//1 / // /1 i 110 Ili IIi ///I/
1 1 1 1 =-1 Q l 1
l l I l/ 1/ 1 i 1 / I I/•/
ci 11,1'+OP , i l! i, i l. II ! r
1 / 1 I l l I
AREA
-NOT I .. . .
SCOPE
•
Ir./,/ 1/.
I / I ' l/' r 1/ i 1• / I !.
/Tri /1 !! 11 • / it• 11 !!I r/, i• / 11r1 /, • , i'r lI,
l I I l i 1. 1 1 I I I,. 1 / 11 I r
I r i r• 1! I l i r' 1 1 1/; 1. / 11
!� 1 /1 I
- 47:-lr'r'-tri-�-iLL-741i i-LILr LIJ7- 1 1 1
II II I/ II Il Il II Il
Il I! Il II Il Il Il Il I
II /l II Il Il II 11 II 1
II II I/ II II II I Il I
I1 /I !1 11 11 11 1 1/ I1
Il I 11 II II /1 1 II 11
I
�! 11 11 11 11 I1 11 II
II II 1 !
II !l / I/ 11
r r II r r r I r
i /l .' i i
1, 1
/ / i!j/
'111 1/
I! /Il/l.
`I•/ I 1
1 1 I • I
1 1 I J I' l ! I l l
I•liI/ l
. I•
!r i l. 1! I.
! !1 i 1I ; l ! Ir r .. .. .. .. . r. ..
•
I I 11 i/, 1/ 1 I I j 1!! I I , , , 1 1 r
! II
1ri l lrrlllli l / I.
1!111 i/1i rl1lTl-
li'/':
l 1i/ r • .1 1 IIr
�! rr r ,I r! 1./ri .11//i1.1 `I1,r rr 1 r 1 r I1, ! l I111•l •I/ 1/r Ii/lIill! I! 1I i l I I1Ii/1 r I 1 r //I1! ill
! l/ r if
l/ !, 1 i I. 1 1 I/ i 1 ! I I I
!!lI•
l i l/i1 /r 1 1I,.. r 1I/ ' I r r I l 1-1 1 J/i /•/ 1 IIliII11/III.III1I1.IIrIr1I1./-r1 rr.1,11 r1 `r,. l 11 1. ��
r '! II I1 i 1l ! 7T L r i i l! 1 !/ / r! j l i 1! 1! l I i l! I I i t l! r j ; ! 1 r; I r I I I 1 1
1
I l,,,,,,,„„.,1;!,,/, ) 1/ r i 1 1 r 1 r
I I .. I . / I l 1 ! 1 / I l I / / i//'/'/ i'/i'i'/'/'/',, / /17/-1/.
/ / / / / / 4 1 ' rl /i/i ! • /!
I / I 1 1 ! l 1 11 111 ! l l ! !/ ! I 1 1 i i'/ / / , / / / , iii / / / / i'i'i''/ / �i'i/,',,,
•1 / ! lI
!• r 1 1• I 1 I r I / 1 / ! I l I / I / ./iii , iii , iii / / / / / / / / / / / / / i / / r , 1 i I /
1r 1•rI,i1.1 /l /I 11 //I/lI ////////////////////////////// 1 1r
! i 1 1 I , I i 1 1 / / ! / / / ! I/ / C /'/'/'/ // /'i'/'/'/'/'iii'/'�'i'i'i'i'/ . / / / / / / /„. / / 1 l ,1
11Iri111lI1 1/ l! l Y/ //////////////////// 1 1
I ' • / i r ! j 1 / /! Il I 1I / I ! 11 11 y I' / /,/,77,/,/,/,/,/,/, ��i�i�i�i�i�i/z//////////////////////////i/7 ///7///b^� ! I I
/ 1_1--1-1--1111 I i',i'',',','i'iiiiiiii iii/ /7/7/7/7/0 /
11 -1-/--1-%-11 (7,/,,,/,,,, //////// / / / / / ///////i//
1 r r r r r rr , / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / /
7/7/7, / / / / / / / / / / / / / / / / / / / / / / / / / /
•/ / , , / / / , / / / / / / / / / / / / / / / / / / /'"?
�,// / / / / / / i / / / / / / / / / / / / / / / / / / /
/ 7 / / / / //7///7///7///
/ / / / / / / / / / / / / / / / / / a ,n
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / , `�
/ / / / / / / / / / / / / / / / / / / / / / / / / / / 7, )
/ / / / / / / / / / / / / / / / / / / / / / / / / / / , / 1
/ / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / , / , / / / / / / / / / / / / / / / / / / / / / , / /I
/ / /,/ / /i iY--'_i11_.�i ..../2.4- L12/2.2- 112/ LL1 _L11� L11� 211Jd
1J 1r�y1 0 -J ��
1►
f///!/!_/!r///!/1
N
I
COPE ...
PHOTO DEMOLITION - CEILING 01
SCALE: NONE
PHOTO DEMOLITION - FLOORING -WALL
11
III ! / /'/'/'/'/'// ///////
/ /'/'/'/', ;!,'/'/'/'
///////////
/////// /// //////
NOT
SCALE: NONE
0
(AD01)
AREA
PE
(1D14)
REVIEWED FOR
CODE COMPLIANCE
APPROVED
FEB 2 6 2016
z
J
0
0
z
U
0
w
F-
U
w
J
U-
w
Lt
LL
0
0
J
LL
0
F-
J
0
w
0
1379 SOUTHCENTER MALL
CO
CO
N•-•
CO
I
CD
0)
CDO
CN
CN
0)
O
z
w
0
0
C_8)PHOTO DEMOLITION - CEILING 02
SCALE: NONE
PHOTO DEMOLITION - FLOORI
SCALE: NONE
DATE
01.27.16
ISSUE
CHECK SET
•
AREA
NOT. IN.
SCOPE
**MEP. AND FIRE PROTECTIN. WILL BE SUBMITTED SEPA TELYAS.DEFEF
PERMITS: ANY INFORMATI N PERTAINING TO MEP OR FIIIRE•SYSTEMS SHC
WITHIN THIS DRAWING .SET. IS FOR REFERENCE ONLY AND IS. NOT SUBMIT
FOR PERMIT APPROVAL. ,FUTURE TENANT TO SUBMIT.FOR HEALTH
EF
PERMIT
RED:
WN
FED
PERMI1
2 8 2016
CENTER
0
DEMOLITION REFLECTED CEILING PLAN
SCALE: 1/8" = 1'-0"
l
PHOTO DEMOLITION - CEILING 03
SCALE: NONE
PHOTO DEMOLITION - SOFFIT 01
AD -2.1
2015-27-00
WALL TYPE LEGEND
LIGHT DASHED WALLS, DOORS, WINDOWS & MILLWORK
TO BE REMOVED
EXISTING PARTITION WALL TO REMAIN
EXISTING CMU BLOCK WALL
NEW PARTITION WALL - SEE WALL TYPES
NEW KNEE WALL
PATCH CONCRETE WALL - NEW SEAL AND FINISH TO
MATCH EXISTING
NEW SHEAR PARTITION WALL - SEE WALL TYPES
NEW CMU BLOCK WALL - SEE WALL TYPES
#s z.„;,+ c s, 4 m ,� �* .ky.^.s.:. I i Tal ;� $ -V t* 'a rv':e v A a �+x? T
.a.xxa� i,�x+ .�- �.. _ir�3�tY�a. �� �,_� . �-�� a �.,v vwte.a .� az:.� arias... ,1P
NOTE:
CONTRACTOR SHALL COORDIANTE AND
FIELD VERIFY EXISTING EQUIPMENT VS.
NEW EQUIPMENT
FURNISH AND INSTALL NEW EQUIPMENT
THAT IS NOT SALVAGABLE
1fua _.
NOTE: KITCHEN EQUIPMENT IS SHOWN FOR REFERENCE ONLY. ALL MEP WORK TO BE FILED AS A DEFFERED
SUBMITTAL AND SUBMITTED SEPARATELY FROM THIS DRAWING SET.
FUTURE TENANT TO APPLY FOR HEALTH DEPT. PERMIT.
EQUIPMENT SCHEDULE ##
REMARKS
QTY.
SIZE
(wxdxh) (inches)
MANUFACTURER
MODEL NO.
DESCRIPTION
ITEM
2
12.4"x10.63"x11.54"
PROTECH
PS -8830E
P.0.S (CASH REGISTER)
1
1
255/8"x157/8"x27.25"
CRATHCO
D35-3
BEVERAGE DESPENSER
2
2
24.5"x16"x31.9"
BUNN
ULTRA -234000.0000
FROZEN BEVERAGE DISPENSER
3
1
15 1/2"x8 15/16"x15 7/16"
SERVER
FSPW-SS (81140)
GRAVY DISPENSER
4
1
781/8"x293/4"x783/8"
EXISTING
EXISTING
REACH -IN REFRIGERATOR
5
1
255/8"x227/8"x185/8"
PANASONIC
NE -3280
3200W MICROWAVE OVEN
6
1
361/2"x239/16"x87/8"
WELLS
G-196
ELECTRIC GRIDDLE
7
2
36"x24"x181/2"
EMBERGLO
E2436
ELECTRIC CHARBROILER
8
1
29 1/2"x22 5/8"x21 1/8"
HATCO
HDW-2
OOD WARMER
9
1
39"x30"x44"
SCOTSMAN
NSE654AS-1B
ICE MAKER W/ BIN
10
1
143/4"x231/2"x123/8"
WELLS
SMPT
WARMER
11
1
167/8"x147/8"x117/8"
PANASONIC
SR-42HZP
RICE COOKER
12
1
3 3/16"x20 9/16"x6"
T&S BRASS
B-0592
POT FILLER
13
1
541/8"x293/4"x783/8"
EXISTING
EXISTING
REACH -IN FREEZER
14
1
72"x24"x36"
GC
CUSTOM
PREP TABLE AND SINK
15
1
42"x20"x36"
HOBART
FP100
FOOD PROCESSOR
16
1
24"x903/4"x45"
EXISTING
EXISTING
3 -COMPARTMENT SINK
17
W/ GOOSENECK FAUCET
1
12"x17"
GSW
HS-1217SS
WALL -MOUNTED HAND SINK
18
1
24"x24"
EXISTING
EXISTING
24X24 MOP SINK
19
1
48 3/8"x32 1/8"x20 3/8"
HATCO
TRCB-48
CHEF BASE
20
1
61"x34"x36"
GC
CUSTOM
S/S DISPATCHING TABLE
21
1
18 1/8"x15"x12 5/8"
ZOJIRUSHI
THA -803S
RICE WARMER
22
1
94"x32"x36"
GC
CUSTOM
S/S TABLE
23
„•••,
3
VARIES
METRO
WIRE SHELVING
24
1
42"x20"x36"
GC
CUSTOM
S/S TABLE
25
STRAPPEDTOADJACENTHALF-
HEIGHT WALL
1
2' DIA.
EXISTING
EXISTING
WATER HEATER
26
1
49 1/16"x24 13/16"x35 5/8"
TRUE
TBB-24-48G-SD-S
BACK BAR COOLER
27 #j
1
FIELD MEASURE_
CAPTIVEAIRE _
KITCHENI-OOD W/ ANSUL SYSTEM
28
"•Li,P.r^
te-.
r. z ^r+^ e+s^r^..
�.,,a.W,..,x,t ._
z..z-�.•' i', .x^^r•ysrc„�„ x +�crt. �.,. y"�
._.,..--s .,W
KITCHEN EQUIPMENT SCHEDULE
3E
SCALE: 1/4" = 1,-0"
INSTALL NEW "CAPTIVEAIRE" KITCHEN HOOD -
ATTACH TO EXISTING (HOOD) UNI -STRUT AT
ROOF STRUCTURE W/ 1/2" THREADED ROD -
SEE MECH. FOR COORD. W/ EXISTING (HOOD)
DUCTWORK
INSTALL NEW FLOOR SINKS-
COORD. EXACT LOCATION
WITH NEW KITCHEN EQUIP.
NEW FLOOR SINK -
CENTER UNDER SINK
DRAIN ABOVE
TO RU T. AT END OF
PAS .-TH U WALL
(E) FLOOR
DRAIN TO
REMAIN
(E) ELECT.
PANELS TO
REMAIN
r —1
LJ
1/6 1/6
E
L J/,
7.2E:=.a....w.a N.,«.2-Mt..lvZ:g. atm • m1 E.-..t=m2x�..:m4 C 7= EZ" E
G0.). KITCHEN EQUIPMENT PLAN
SCALE: 1/4" = 1'-0"
36'-7 3/4"
31'-6 1/4"
AI AVAISIVAIMPIIVAVAIWAIVAVAM
REMOVE ALL SURFACE
DEBRIS TO FLUSH CONDITION
1'-0" AND SEAL (E) CONC. FLOOR
MIN. SLAB
5'-9 1/2"
STORAGE
102
20'-10 3/4"
NOT
IN SCOPE
LEASE LINE
M
NOi
SCOPE
NEW FLOOR SINK -
CENTER UNDER SINK
DRAIN ABOVE
PROVIDE BUNDLED STUDS
TO STRUCT. AT END OF
PASS-THRU WALL
< Xg.
ALIGN
w
O
MOVE (E) GLASS BARRIER
SOUTH UNTIL IT ALIGNS
WITH (E) NORTH SIDE OF
DEMISING PIER
PATCH & REPAIR FLOOR
TO MATCH ADJACENT
EXISTING CONDITION
3'-0"
HOLD
3'-1 1/2"
i
CLEAR
LEASE LINE =
18'-11 1/2"
HOLD 5"PX
(E) RESTROOM
NO WORK THIS
AREA
PREP
05
6-6 1/4"
(E) ELECT.
PANELS TO
REMAIN
SERVICE CTR
103
C,
DINING
18'-1 1/4"
- (E) MOP SINK & WATER HEATER
WTR HEATER TIED WITH SEISMIC
STRAPS TO ADJACENT 6" PONY WALL
AR NOT
====': -=== N~�
2'-11 1/2"
4'-11 112"
2'-11 1/4"
=
LEASE LINE
4.4
ALIGN
REVIEWED FOR
CODE COMPLIANCE
APPROVED
FEB 2 6 2016
City of Tukwila
BUILDING DIVISION
N
L ^
C
C
CO
Et: o
C CO Gco
co
CD U � �
C Q
U1--
CL-t.Gt
N
) LC) O)
NLC)
N ci
O)
N CO
N
CO CD
N N
Z
^J
F -
Z
W
0_
C�
W
Z
W
U
I—
a
Z -I
• Q C�
Z 2 o
Q LU oo
J
0_ z o0
W CV
Q
O '�o
O D Z
J pJ—I
cr)Q
I—
DATE
ISSUE
01.27.16
CHECK SET
f : s•Y OF -
i'ID
1j}'1V' ILA
t
20
PERMIT
CENTER
A-2.1
2015-27-00
FLOOR FINISH GENERAL NOTES
1. CONTRACTOR TO CONFIRM TILE USED FOR PATCH AND
NEW AREAS IS AN ACCURATE MATCH WITH EXISTING TILE
BEFORE PURCHASE AND INSTALLATION.
2. CONTRACTOR TO VERIFY CONDITION OF EXISTING TILE IS
SUITABLE TO REMAIN AND CONFIRM EXTENT OF NEW TILE
WORK AND REPAIR REQUIRED.
TILE / FLOOR SCHEDULE
SCALE: NONE
F777////1/////////////////'///M///////fl/1/11////////1///f///////////1////////////////////////il'////////////////////I
}
1111111111
BASE:
__.
1111111111
i
(77) EXISTING
BASE
\\\ 11,01%
-AS€
\\\\\\
C017) EXISTING
ems
4,
SHADED AREAS INDICATE GENERAL AREA OF
NEW TILE REQUIRED. CONTRACTOR TO
VERIFY EXACT LOCATION AND CONDITION OF
EXISTING TILE TO REMAIN
(CT -8) STAGERRED
(CYTO) BASE
\'•\'F..�SY�'"C..< �\ `.�' ,.::�CR;,x�t�\'c;'sC'�;' :�4\W„\'v"„`(<1;�'`'%,�"�. a?.>
rr
(A TOS
AREA NOT
OPE
EXISTING
#7, syr -A • r r —K5OF-77
alma
(CT -8 )-EXIST NG
PATCH, CLEAN/REPAIR
EXISTING MALS. TILE AS
REQUIRED AT 'REVIOUS
RAILING LOCATION
FLOOR PLAN
SCALE: 1/4" =1-0"
L
REVIEWED FOR
CODE COMPLIANCE
APPROVED
FEB 2 6 2016
City of Tukwila
BUILDING DIVISION
� [ ‘• 007
N
Q)
co E
C i/) U
co 0
CL O CD
C o cn
co
oQryrn g
E Q cc CC/)
Q
co o o c�
� CDNN.�
z
LL
1379 SOUTHCENTER MALL
DATE
ISSUE
01.27.16
CHECK SET
=VE 0
JAN 2
8 2016
ERMIT :ENTER
A-2.3
2015-27-00
TILE / FLOOR SCHEDULE
NO.
MANUFACTURER_
DESCRIPTION
SERIES
MFG #
COLOR
FINISH
JOINT
GROUT
REMARKS
rr-ns
EUROWEST
12" x 12"
;DELUXE
CREMA
POLISHED
-CHOWKING DINING FIELD
CT -8,2
CUROWEST
12" x 12"
-DELUXE
OLPLE BROWN
PGtl✓Ht9
CHOW KING - ACCENT
CT 03
12"- E
_-DDEEU-XE
CREMA
f OI ISHCB
CI IOWKING DINING - BASE
EUROWCST
G" x
CT -04
UNUSED
-6" x 20" COVE
VERA CFAi
S -36f T
tEATHER
T2 DINING
CT -05
DAL TILE
CT -06
UNUSED
CT -07
UNUSED
-
CT -08
EUROWEST
12" x 12"
DELUXE
PERLA_
POLISHED
T2 DINING FLOOR - FIELD
CT 09
EUROWEST
12" x 1-2"
DaU X -E
DE' ^ -GREY
POLISH -ED
T2 DINING FLOOR ACCENT
CT -10
EUROWEST
,.6"
x 12"
DELUXE
DELORIAN GREY
POLISHED
T2 BASE
QT -01
_DAL TILE
6" x 6"
PAVERS
0084
RED PAVER
SMOOTH
3/8"
G4
KITCHEN, PREP, STORAGE FLOORS
QT -02
DAL TILE
6" x 6" COVE
PAVERS
_ P-3665
RED PAVER
_ SMOOTH
3/8"
G4
KITCHEN, PREP, STORAGE FLOORS
"x 8"
TEAK
_
_ RED
Sf OOTH
3/8"
_
G4
CK SERVICE AREA FLOOR
QT -03
ALFAGRES
04
G" G" COQ/{
=TEAK
RED
- SMOOTH
3/8"
G4
CI( SERVICE AREA BASE
QT
ALFAGRES
A
QT -05
ALFAGRES
6" x 6" COVE
TEAK
_
COFFEE
SMOOTH
3/8"
G4
SERVICE AREA BASE
QT -06
ALFAGRES
+CONCRETE
4" x 8"
TEAK
_
COFFEE
SMOOTH
-
3/8"
G4
_T2
T2 SERVICE AREA BASE
FS -1
SEALER
SMOOTH
FLOOR FINISH GENERAL NOTES
1. CONTRACTOR TO CONFIRM TILE USED FOR PATCH AND
NEW AREAS IS AN ACCURATE MATCH WITH EXISTING TILE
BEFORE PURCHASE AND INSTALLATION.
2. CONTRACTOR TO VERIFY CONDITION OF EXISTING TILE IS
SUITABLE TO REMAIN AND CONFIRM EXTENT OF NEW TILE
WORK AND REPAIR REQUIRED.
TILE / FLOOR SCHEDULE
SCALE: NONE
F777////1/////////////////'///M///////fl/1/11////////1///f///////////1////////////////////////il'////////////////////I
}
1111111111
BASE:
__.
1111111111
i
(77) EXISTING
BASE
\\\ 11,01%
-AS€
\\\\\\
C017) EXISTING
ems
4,
SHADED AREAS INDICATE GENERAL AREA OF
NEW TILE REQUIRED. CONTRACTOR TO
VERIFY EXACT LOCATION AND CONDITION OF
EXISTING TILE TO REMAIN
(CT -8) STAGERRED
(CYTO) BASE
\'•\'F..�SY�'"C..< �\ `.�' ,.::�CR;,x�t�\'c;'sC'�;' :�4\W„\'v"„`(<1;�'`'%,�"�. a?.>
rr
(A TOS
AREA NOT
OPE
EXISTING
#7, syr -A • r r —K5OF-77
alma
(CT -8 )-EXIST NG
PATCH, CLEAN/REPAIR
EXISTING MALS. TILE AS
REQUIRED AT 'REVIOUS
RAILING LOCATION
FLOOR PLAN
SCALE: 1/4" =1-0"
L
REVIEWED FOR
CODE COMPLIANCE
APPROVED
FEB 2 6 2016
City of Tukwila
BUILDING DIVISION
� [ ‘• 007
N
Q)
co E
C i/) U
co 0
CL O CD
C o cn
co
oQryrn g
E Q cc CC/)
Q
co o o c�
� CDNN.�
z
LL
1379 SOUTHCENTER MALL
DATE
ISSUE
01.27.16
CHECK SET
=VE 0
JAN 2
8 2016
ERMIT :ENTER
A-2.3
2015-27-00
4'-0".. MAX.
4
G • '
•a•
4..
A
4
•a4d •
a
d
:d
4
d
d
4
4d
d
a
• 4
•a
d•
a
•
4
4 '• •
.4
a
NEW.:REBAR TO .
MATCH EXISTING
BAR AND SPACING;
TYP
d
a
•
4.
a
4
NEW CONCRETE
SLAB. F''c.= 4500 PSI`
SPLICE WITH
LENTON® LOCK_
STAGGER THE
CONNECTION
a
d
•a
4.
EXISTING
CONCRETE'SLAB
•d
4
4•
'
d••
Z.
.4.
d
•d •
EXISTING SPACING
EXISTING SLAB CUT AND INFILL
SCALE: 1.1/2" = 1'-0"
EXISTING
CONCRETE SLAB
2'-0" MAX.
NEW CONCRETE SLAB NEW REBAR TO MATCH
F'c = 4500 PSI EXISTING BAR AND SPACING
'd
d
4
4.
N
4. 0
4
a•
a
0 . a.
0
v
SPLICE WITH LENTON® LOCK -
STAGGER THE CONNECTION
EXISTING SLAB CUT AND INFILL
K6 SCALE: 1.1/2" = 1'-0"
EXISTING
CONCRETE SLAB
2'-0" MAX.
DOWEL INTO EXISTING SLAB
FOR 4'-0" x 4'-0" (3- #4 DWL)
4.
4
a
I
4.
a• '
d•
1
4•
A.
• 4
4 • 4 d •
4 ..
NEW CONCRETE
SLAB F'c = 4500 PSI
EXISTING SLAB CUT AND INFILL AT DOWEL
SCALE: 1.1/2" = 1-0"
2'-0" MAX.
EQ..
EQ.
O
a
CUT OUT 2'-0" :X 2'-0"
FROM EXISTING
CONCRETE..
CUT EXISTING:
REBAR AT CHIPPED
OUT AREA (DO NOT
CUT EXISTING
REBAR IF NOT
WITHIN CHIPPED
OUT AREA AREA)
•
d. •a
0'
NEW FLOOR SINK
AS SCHEDULED
4- #5XY-0'TOP
EACH WAY - REBAR
7YP...
'NEW CONCRETE
SLAB. F'c =.4500 PSI
1 3/4"
4
0'
1 3/4"
EXISTING_.
rCONCRETE SLAB -
PLAN - NEW SLAB / FLOOR SINK
7 SCALE: 1.1/2" = 1-0"
4 - #4 X 1'-6"
TOP/BOTTOM
EACH WAY -
REBAR TYP
EXISTING
CONCRETE SLAB
NEW CONCRETE
SLAB F'c = 3000 PSI
3".
PROVIDE POSITIVE
SLOPE TO DRAIN
44%
4
I •
°P. .
4
b.
III=III=III=11'
I I-1 I I—III—III—III—I . .
-I I —111-111-111—IllI I 1=111 111-111=111=111=11=
11=111111=111-111-11-111-111-111-111-111=111-11
-111=111-111-111-111-111-111-111-111-111-111-111-
11=111=111=111-111-111-111-111-111-111=111-111-11
-111-111-111-111-111-111-111-11_1-111-111-111-111E
11=1 11=111=111-111-111-11 I—III-111-1 I I-111-111-11
-111-111-111-111-111-111-111-111-111-111-111-111E
11-111-111-111-111-1,1 111111-111-111=111=111t 11,
e
° -=_ ; 1-1 II=111=11= I I -III=
-1 I-1 I-1 I =1 I-1 11-1 11=1 11=1—I 1 1-111=111—I1:
=111=111111-111-111=111=111--111-111-111-111-1
1_=111E11 —1 11-111—I 11-111-111I 11-111-111—I I I
I 1=1 1=111=111-111-111=111-111=111-111=111—III-11
1111111111111111 1111111111111111111111111111111�111111111111111111111111
=111=111=11=111=111=111=111-111=111=111=111=111
11=111=111=111-1111 1 1-1 1 1-1 11-111-111-111,-111-1
2'-0" MAX.
SECTION - NEW SLAB / FLOOR SINK
SCALE: 1.1/2" = 1'-0"
SPECIAL INSPECTION SHALL BE REQUIRED
TO VERIFY DRILLED HOLE PREPARATION
AND CLEANING, PRIOR TO INSTALLATION
OF EPDXY AND RE -BAR (OR IF APPLICABLE)
INSTALLATION OF WEDGE ANCHOR BOLTS.
INSPECTION VERIFICATION SHALL BE
INCLUDED WITH CONCRETE INSPECTIONS.
ANCHOR BOLT INSPECTIONS MAY BE
INCLUDED WITH FRAMING INSPECTIONS.
HEAD /JAMB
SIMILAR
THRESHOLD
THRESHOLD
AS
SCHEDULED
INTERIOR FINISH
FLOOR PER
PLAN/SCHEDULE
5/8" TYPE "X"
GYPSUM WALL
BOARD ON MTL
STUDS AS
SCHEDULED
WOOD BLOCKING
(TYPICAL AT JAMB)
HOLLOW METAL
FRAME AS
SCHEDULED
ANCHORS (TYPICAL) -
THREE PER JAMB
MINIMUM
HOLLOW METAL DOOR
AS SCHEDULED
INTERIOR FINISH
\— FLOOR PER
PLAN/SCHEDULE
Q
e
O
e
DOOR DETAIL
SCALE: 1" =
44 A.
e
HARDWARE SETS
'
MORTISE "L" SERIES LOCKSET (PROVIDE CONSTRUCTION CORE)
1 1/2 PAIR BUTT HINGES
SMOKE SEALS
CLOSER
THRESHOLD
HARDWARE SET #2 (STORAGE)
i
d
'da
.oma
•4
a
•
A
as
a
•
d
a
a
a
.
•
A
NEW FLOOR SINK
AS SCHEDULED
4- #5XY-0'TOP
EACH WAY - REBAR
7YP...
'NEW CONCRETE
SLAB. F'c =.4500 PSI
1 3/4"
4
0'
1 3/4"
EXISTING_.
rCONCRETE SLAB -
PLAN - NEW SLAB / FLOOR SINK
7 SCALE: 1.1/2" = 1-0"
4 - #4 X 1'-6"
TOP/BOTTOM
EACH WAY -
REBAR TYP
EXISTING
CONCRETE SLAB
NEW CONCRETE
SLAB F'c = 3000 PSI
3".
PROVIDE POSITIVE
SLOPE TO DRAIN
44%
4
I •
°P. .
4
b.
III=III=III=11'
I I-1 I I—III—III—III—I . .
-I I —111-111-111—IllI I 1=111 111-111=111=111=11=
11=111111=111-111-11-111-111-111-111-111=111-11
-111=111-111-111-111-111-111-111-111-111-111-111-
11=111=111=111-111-111-111-111-111-111=111-111-11
-111-111-111-111-111-111-111-11_1-111-111-111-111E
11=1 11=111=111-111-111-11 I—III-111-1 I I-111-111-11
-111-111-111-111-111-111-111-111-111-111-111-111E
11-111-111-111-111-1,1 111111-111-111=111=111t 11,
e
° -=_ ; 1-1 II=111=11= I I -III=
-1 I-1 I-1 I =1 I-1 11-1 11=1 11=1—I 1 1-111=111—I1:
=111=111111-111-111=111=111--111-111-111-111-1
1_=111E11 —1 11-111—I 11-111-111I 11-111-111—I I I
I 1=1 1=111=111-111-111=111-111=111-111=111—III-11
1111111111111111 1111111111111111111111111111111�111111111111111111111111
=111=111=11=111=111=111=111-111=111=111=111=111
11=111=111=111-1111 1 1-1 1 1-1 11-111-111-111,-111-1
2'-0" MAX.
SECTION - NEW SLAB / FLOOR SINK
SCALE: 1.1/2" = 1'-0"
SPECIAL INSPECTION SHALL BE REQUIRED
TO VERIFY DRILLED HOLE PREPARATION
AND CLEANING, PRIOR TO INSTALLATION
OF EPDXY AND RE -BAR (OR IF APPLICABLE)
INSTALLATION OF WEDGE ANCHOR BOLTS.
INSPECTION VERIFICATION SHALL BE
INCLUDED WITH CONCRETE INSPECTIONS.
ANCHOR BOLT INSPECTIONS MAY BE
INCLUDED WITH FRAMING INSPECTIONS.
HEAD /JAMB
SIMILAR
THRESHOLD
THRESHOLD
AS
SCHEDULED
INTERIOR FINISH
FLOOR PER
PLAN/SCHEDULE
5/8" TYPE "X"
GYPSUM WALL
BOARD ON MTL
STUDS AS
SCHEDULED
WOOD BLOCKING
(TYPICAL AT JAMB)
HOLLOW METAL
FRAME AS
SCHEDULED
ANCHORS (TYPICAL) -
THREE PER JAMB
MINIMUM
HOLLOW METAL DOOR
AS SCHEDULED
INTERIOR FINISH
\— FLOOR PER
PLAN/SCHEDULE
Q
e
O
e
DOOR DETAIL
SCALE: 1" =
44 A.
e
HARDWARE SETS
HARDWARE SET #1 (SERVICE AREA, 60 MINUTE RATED)
MORTISE "L" SERIES LOCKSET (PROVIDE CONSTRUCTION CORE)
1 1/2 PAIR BUTT HINGES
SMOKE SEALS
CLOSER
THRESHOLD
HARDWARE SET #2 (STORAGE)
MORTISE "L" SERIES LOCKSET (PROVIDE CONSTRUCTION CORE)
1 1/2 PAIR BUTT HINGES
CLOSERS
SILENCERS
THRESHOLD
GENERAL NOTES
1. ALL EXIT DOORS SHALL BE OPERABLE WITHOUT THE USE OF
KEYS, SPECIAL KNOWLEDGE, OR EFFORT.
2. ALL DOORS SHALL HAVE A MINIMUM CLEAR OPENING WIDTH
OF 32".
3. ALL DOOR LATCHES SHALL BE EQUIPPED WITH LEVER -TYPE
HANDLES. DOOR OPENING HARDWARE SHALL BE MOUNTED
BETWEEN 30" AND 44" ABOVE FINISH FLOOR.
4. FLOOR AREAS AT EACH SIDE OF ALL DOORS SHALL BE CLEAR
AND LEVEL. MAXIMUM THRESHOLD HEIGHT SHALL BE 1/2".
211 3' -Olt
S/S KICK PLATE
2"
3'-0"
i
i
INTERIOR DOOR 1.3/4" THK.
SIZE: AS SCHEDULED
FRAME: HOLLOW METAL
WELDED
DOOR: MTL. HOLLOW CORE
HARDWARE SET #1
1 HOUR DOOR
INTERIOR DOO
SIZE: AS SCHE
FRAME: HOLLO
WELDED
DOOR: MTL. HOLLOW CORE
S/S.KicK.RLATE„•
REVIEWED FOR
CODE COMPLIANCE
APPROVED
FEB 2 6 2016
1.3/4CTj Kof Tukwila
ING DIVISION
HARDWARE SET #2
DOOR TYPES AND SC EDUCES
I1
SCALE: 1/4" =
J
2
D co
F— OHO
Zco
w
U <C
o f
C
DATE
ISSUE
01.27.16
CHECK SET
I
U
..);."'Al LA
JAN 2
2016
PERMIT C
TERi
A-2.4
2015-27-00
CEILING SCHEDULE
NO.
MANUFACTURER
DESCRIPTION
MATERIAL
FINISH
REMARKS
Cl
GOLD BOND
DRYWALL CEILING ON
METAL FRAMING
5/8" TYPE "X" GYPSUM
BOARD
FORMICA LAMINATE
EBONY (9012)
CONFIRM HEIGHTS AND
MATERIALS OF EXISTING
CEILING COMPONENTS.
PATCH AND REPAINT
EXISTING CEILING TO
MATCH COLORS AND
FINISHES LISTED IN THIS
TABLE.
C2
GOLD BOND
DRYWALL CEILING ON
METAL FRAMING
5/8" TYPE "X" GYPSUM
BOARD
PAINT DUNN EDWARDS
PEARLWHITE (DEW 328)
SEMI -GLOSS
C3
GOLD BOND
DRYWALL CEILING ON
METAL FRAMING
5/8" TYPE "X" GYPSUM
BOARD
PAINT GLIDDEN
RED GERANIUM (GLR06)
SEMI -GLOSS
C4
GOLD BOND
DRYWALL CEILING ON
METAL FRAMING
5/8" TYPE "X" GYPSUM
BOARD
PAINTBEHR
BILLOWY DOWN (7803-1)
C5
USG
2' X 4' SUSPENDEDT-BAR
GRID CEILING SYSTEM
"VINYL ROCK" VINYL- CLAD
GYP. BD. PANELS
WHITE
SMOOTH & WASHABLE
WALL TYPE LEGEND
•
LIGHT DASHED WALLS, DOORS, WINDOWS & MILLWORK
TO BE REMOVED
EXISTING PARTITION WALL TO REMAIN (ON DEMOLITION PLANS)
EXISTING CMU BLOCK WALL (ON DEMOLITION
PLANS)
NEW PARTITION WALL - SEE WALL TYPES
NEW KNEE WALL
PATCH CONCRETE WALL - NEW SEAL AND FINISH TO
MATCH EXISTING
NEW SHEAR PARTITION WALL - SEE WALL TYPES
NEW CMU BLOCK WALL - SEE WALL TYPES
ELECTRICAL FIXTURE LEGEND
SYMBOL
DESCRIPTION LAMP X WATTS REMARKS
2' X 4' FLUORESCENT LIGHT
HIGH EFFICIANCYT8TROFFER - STATIC
BY: "LSI", PETROLEUM LIGHTING,
GA332SDSS010EM120LMP841
32W T8, 48"
T8, 120/277V
50/60HZ
LMP841
W/ SHATTER -PROOF LENS
DOWNLIGHT, RECESSED COMPACT FLUORESCENT
MATCH EXIST. FIXTURES
W/ SHATTER -PROOF LENS @ KITCHEN, PREP
AREA, & SERVICE AREA
4-
DOWNLIGHT, RECESSED COMPACT FLUORESCENT
MATCH EXIST. FIXTURES
W/ SHATTER -PROOF LENS @ KITCHEN, PREP
AREA, & SERVICE AREA
PENDANT LIGHT
MATCH EXIST. FIXTURES
:I, K LIGHTING
I'
MATCH EXIST. F„I,XILLI €S
E.
CEILING MOUNTED EMERGENCY LIGHT
TWO HEADS W/ BATTERY PACK
120V, WHITE COLOR
25 W
*.
UNIVERSAL MOUNTED EXIT SIGN
FLUORESCENT, 120V W/ BATTERY PACK
SINGLE FACE GREEN LETTER
2X 7W
CLEAR FLEXI
EXISTING LIGHTTO REMAIN IN PLACE
ENSURE LIGHT IS OPERABLE.
REPLACE IF NECESSARY TO MATCH EXISTING
ADJACENT FIXTURES
J -:
56
SEISMIC SUPPORT FOR CEILING SYSTEM: b.
ARMSTRONG SEISMIC RX SUSPENSION SYSTEM
ICC -ESR -1308 USED AS BASIS OF DESIGN.
SUBSTITUTIONS PERMITTED PROVIDED THEY
COMPLY WITH ASTM C636 AND ASTM E580
SUSPENDED CEILING SYSTEM TO COMPLY WITH
THE FOLLOWING CODES AND REGULATIONS:
1. 2012 INTERNATIONAL BUILDING CODE (IBC) d.
SECTIONS 808 AND 1613.1
2. ASTM C635 AND ASTM C636.
3. ASCE-7-05 SECTION 13.5.6.2.2.
4. CISCA RECOMMENDATIONS FOR SEISMIC e.
ZONES 3-4. (CEILINGS AND INTERIOR
SYSTEMS CONSTRUCTION ASSOCIATION).
5. IBC 102.1, WHICH STATES, "WHERE, IN ANY
SPECIFIC CASE, DIFFERENT SECTIONS OF
THIS CODE SPECIFY DIFFERENT MATERIALS,
METHODS OF CONSTRUCTION OR OTHER
REQUIREMENTS, THE MOST RESTRICTIVE f.
SHALL GOVERN. WHERE THERE IS A
CONFLICT BETWEEN A GENERAL
REQUIREMENT AND A SPECIFIC
REQUIREMENT, THE SPECIFIC
REQUIREMENTS SHALL BE APPLICABLE".
6. NOTE THAT THE SUSPENDED CEILING
SYSTEM MUST MEET THE FOLLOWING
REQUIREMENTS:
a. ONLY HEAVY DUTY T -BAR GRID SYSTEM
SHALL BE USED. REFERENCE ASCE-7-05
SECTION 13.5.6.2.2, ITEM A. h.
WIDTH OF THE PERIMETER SUPPORTING
CLOSURE ANGLE (WALL ANGLE) SHALL NOT
BE LESS THAN 2.0 INCHES. REFERENCE
ASCE-7-05 SECTION 13.5.6.2.2, ITEM B.
ON TWO ADJACENT SIDES, THE GRID SHALL
BE ATTACHED TO THE WALL ANGLE. POP
RIVETS ARE ACCEPTABLE. ON THE OTHER
TWO SIDES, THERE SHALL BE A 3/4"
CLEARANCE BETWEEN THE ENDS OF THE
GRID AND THE WALL. REFERENCE ASCE-7-05 i.
SECTION 13.5.6.2.2, ITEM B.
ON THE OTHER TWO SIDES, THERE SHALL BE
A 3/4" CLEARANCE BETWEEN THE ENDS OF
THE GRID AND THE WALL. REFERENCE
ASCE-7-05 SECTION 13.5.6.2.2, ITEM B.
STABILIZER BARS ARE REQUIRED TO
PREVENT THE SPREAD OF MAIN BEAMS
AND/OR CROSS TEES. CISCA GUIDELINES
FOR SEISMIC RESTRAINT FOR DIRECT HUNG
SUSPENDED CEILING ASSEMBLIES, SEISMIC
ZONES 3 & 4, MAY, 2004, INSTALLATION
SECTION, ITEM 4.
PERIMETER SUPPORT (TAIL) WIRES ARE
REQUIRED WITHIN 8" OF THE WALL FOR ALL
EDGES. CISCA GUIDELINES FOR SEISMIC
RESTRAINT FOR DIRECT HUNG SUSPENDED
CEILING ASSEMBLIES, SEISMIC ZONES 3 & 4, k.
MAY, 2004, INSTALLATION SECTION, ITEM 2.
VERTICAL HANGERS SHALL BE NO. 12 GAUGE
WIRE SPACED AT 4'-0" O.C. ALONG EACH MAIN
RUNNER. THREE WIRE TURNS REQUIRED. I.
WITHIN 1:6 OUT -OF -PLUMB UNLESS
COUNTER -SLOPING WIRES ARE PROVIDED.
LATERAL BRACING IS REQUIRED: SPLAY WIRE
PODS AT 12'-0" MAX. O.C. AND 6'-0" MAX. FROM
WALLS. A STRUT FASTENED TO THE MAIN
RUNNER SHALL BE EXTENDED TO AND
FASTENED TO THE STRUCTURAL MEMBERS
SUPPORTING THE ROOF OR FLOOR ABOVE.
CISCA GUIDELINES FOR SEISMIC RESTRAINT
FOR DIRECT HUNG SUSPENDED CEILING
ASSEMBLIES, SEISMIC ZONES 3 & 4, MAY,
2004, INSTALLATION SECTION, ITEM 3.
CEILINGS OVER 2,500 SF MUST HAVE SEISMIC
SEPARATION JOINTS OF FULL HEIGHT
PARTITION THAT BREAKS THE CEILING UP
INTO AREAS NOT EXCEEDING 2,500 SF.
REFERENCE ASCE-7-05 SECTION 13.5.6.2.2,
ITEM E.
FOR CEILINGS WITHOUT REIGID BRACING,
SPRINKLER HEAD AND OTHER PENETRATIONS
SHALL HAVE A 2" OVERSIZE RING, SLEEVE, OR
ADAPTER THROUGH THE CEILING TILE TO
ALLOW FOR FREE MOVEMENT OF AT LEAST 1"
IN ALL HORIZONTAL DIRECTIONS; OR,
SPRINKLER HEAD EXTENSION TO HAVE A
SWING JOINT THAT CAN ACCOMMODATE 1" OF
CEILING MOVEMENT IN ALL DIRECTIONS.
REFERENCE ASCE-7-05 SECTION 13.5.6.2.2,
ITEM E.
CHANGES IN CEILING PLAN ELEVATION SHALL
BE PROVIDED WITH POSITIVE BRACING.
REFERENCE ASCE-7-05 SECTION 13.5.6.2.2,
ITEM F.
CABLE TRAYS AND ELECTRICAL CONDUITS
SHALL BE SUPPORTED INDEPENDENTLY OF
THE CEILING. REFERENCE ASCE-7-05
SECTION 13.5.6.2.2, ITEM G.
N O
Ncis
CO
et N
N N
a
Cl)LAY -IN CEILING - SEISMIC DETAILS
SCALE: N.T.S.
//////////////////////////////////1///////////////7///1
a�t
ME fit±
a" C .E
VINYL -FACED LAY -IN
TILE IN KITCHEN AREA
DECORATIVE
PENDANT
EA hO T
bQE
APPROXIMATE EXTENT OF '
EXISTING CEILING. MATERIAL IN.
SERVICE COUNTER AREA .
ASSESS CONDITION OF EXISTING
MATERIALS AND VERIFY'
DIMENSIONS.- CONFIRM ALL.
LIGHT FIXTURES ARE . •
FUNCTIONING AND REPLACE
WITH LIKE KIND' AS NECESSARY.
PATCH AND REP.AIR.ALL
AND REPAINT PER
COLORS LISTED '
(E) LIGHTS AND CEILING IN THIS LOCATION TO
REMAIN. CONFIRM ALL LIGHT FIXTURES ARE
FUNCTIONING AND REPLACE WITH LIKE KIND AS
NECESSARY. PATCH AND REPAIR ALL SURFACES
AND REPAINT PER COLORS LISTED
ALIGN NEW LIGHT
FIXTURES W/ _
EXISTING.
POSITION NEW
LIGHTS TO MATCH
SPACING OF
EXISTING:'
SEE PHOTOS THIS
SHEET FOR (E)
CEILING CONDITIONS
EDGE OF EXISTING CEILING LIGHTS AND MATERIALS:
ENSURE LIGHTS AND MATERIALS WITHIN THIS BOUNDARY ARE
FUNCTIONING AND UNDAMAGED. REPLACE.IF NECESSARY TO
MATCH EXISTING ADJACENT FIKTURES.AND FINISHES..
REFLECTED CEILING PLAN
SCALE: 1/4" = 1'-0"
f,0D27
12 Ga. Hanger Wire
Typ. 4`-0' 0.C.
(3 Tight Wraps)
Main Beam
4'-0" 0.C.
Cross Tees
2'-0" 0.C.
rf !
- Compression Post
u ( p�) SEISMIC SUPPORT BRACING
12 Ga.
Brace Wires
GRIDS ATTACHED TO
WALL ANGLE ON TWO
ADJACENT SIDES.
PROVIDE 3/4"
CLEARANCE BETWEEN
ENDS OF GRID AND
WALL ON THE OTHER
TWO SIDES.
FLEXIBLE BRACKET AT ATTACHED WALL
(E) LIGHTS AND CEILING TO REMAIN.
CONFIRM ALL LIGHT FIXTURES ARE
FUNCTIONING AND REPLACE WITH LIKE
KIND AS NECESSARY.
PATCH AND REPAIR ALL SURFACES AND
REPAINT PER COLORS LISTED IN 1/A-3.1.
z
L.J..
0
z_
J
W
U
a
W
U
W
EVIEWED F
E COMPLIA
APPROVEDW
FEB 2 6 2316
FACING TOWARD FRONT OF SPAC
J
Q 0)
O
W ccop
N
W CO Co
N
0 < .
--I
J
O — W
U) ' v
ity of Tuk Ml�aTE
LDING DI'/I IFA6
ISSUE
CHECK SET
cr v OF TUi i\ILA
JA4 28 2016
FACING TOWARD REAR OF SPACE
(E) CEILING CONDITION PHOTOS
SCALE: N.T.S.
A-3.1
2015-27-00
INTERIOR ELEVATION - STOREFRONT
EXIST.
DOORWAY
BEYOND
(90171)
(4) SIDES OF
COLUMN
EXIST
(PT -01
(EXIST E
OPEN TO
PREP AREA
OPEN TO
PREP
AREA
0771701)
EXIST
CEIM
INTERIOR ELEVATION - FRONT COUNTER - FRONT
SCALE: 1/4" = 1'-0"
EED
REPLACE (E)
WITH NEW
CONSTRUCTION WALL
TO BE REMOVED AND
FLOOR REPAIRED.
REMOVE SIGNAGE
(E) BRAKE METAL TO
REMAIN IN PLACE
REMOVE AND
REPLACE
DAMAGED
MATERIAL IN
HATCHED AREA
WITH NEW CSD
lI//JII/IlL//l!/I
.... .... . ........ .
1R d'No$` .'..
a
0
EXIST.
ELEVATOR
EST.-.
ELEVATOR.
,EA NOT
i• I
SCOPE
:d J��•, s..
-1-
.A../i�+yis1�7'y�gOT. •
. .
.. . .. .•
.. .. ..IFY SEOPSE'.' . .. .• . • . •
I►y
�„ y.. I1 1 ■ U ■ it , ' :�•
��1�I 1■111,11 11 f I _ I ■. . . . ...
KEY PLAN
SCALE: NONE
AR A NOT
IN SCOPE .
ROOM NAME
FLOOR
FINISH SCHEDULE
BASE
WALL
CEILING
(100) DINING AREA 1
(101) DINING AREA 2
(102) DINING AREA 3
(CT -1) 18"x18" POLISHED TILES; (CT -2) 18"x18" POLISHED TILES
(CT - 3) 6" x 12" COVED BASE
PAINTED DRYWALL SEE ELEVATIONS
REMARKS
GYP. BD. WITH SMOOTH WASHABLE PAINT; (C5) 2x2 SUSP. GRID
(CT -8) T.B.D. ; (CT -9) T.B.D.
(CT -8) T.B.D. ; (CT -9) T.B.D.
(CT - 5) 6" x 13" COVED BASE
(CT - 5) 6" x 13" COVED BASE
PAINTED DRYWALL SEE ELEVATIONS
PAINTED DRYWALL SEE ELEVATIONS
GYP. BD. WITH SMOOTH WASHABLE PAINT
GYP. BD. WITH SMOOTH WASHABLE PAINT
(103) SERVICE AREA
(QT -3) 4"x 8" QUARRY TILE
(QT - 4) 5.1/2" x 6" 3/8" RAD COVED
PAINTED DRYWALL SEE ELEVATIONS
GYP. BD. WITH SMOOTH WASHABLE PAINT (SEMI GLOSS)
(104) KITCHEN AREA
(QT -1) 6"x 6" QUARRY TILE
(QT- 2) 6" x 6" CONT. 3/8" RAD MIN. (KITCHEN EQUIP ON 6" NSF APPROVED LEGS)
(WF -2) S.S. BEHIND COOK LINE; (WF -1) FRP PANEL (WHITE)
(C4) 2x4SUSP. GRID WASHABLE VINYL COATED GYP. BD. PANELS
(105) STORAGE AREA
(QT -1) 6"x 6" QUARRY TILE
(QT- 2) 5" x 6" CONT. 3/8" RAD MIN. (KITCHEN EQUIP ON 6" NSF APPROVED LEGS)
(WF -1) FRP PANEL(WHITE)
(C4) 2x4SUSP. GRID WASHABLE VINYL COATED GYP. BD. PANELS
(106) RESTROOM AREA
NOT USED
(107) SERVICE AREA
(QT -5) 4"x 8" QUARRY TILE
(QT- 4) 5.1/2' x 6" CONT. 3/8" RAD COVED
(WF -1) FRP PANEL(WHITE)
WASHABLE VINYL COATED GYP. BD. PANELS (SEMI GLOSS)
(108) PREP AREA
(QT -1) 6"x 6" QUARRY TILE
(QT- 2) 5" x 6" CONT. 3/8" RAD MIN. (KITCHEN EQUIP ON 6" NSF APPROVED LEGS)
(WF -1) FRP PANEL (WHITE)
(C4) 2x4SUSP. GRID WASHABLE VINYL COATED GYP. BD. PANELS
(109) STORAGE AREA
(QT -1) 6"x 6" QUARRY TILE
(QT- 2) 5" x 6" CONT. 3/8" RAD MIN. (KITCHEN EQUIP ON 6" NSF APPROVED LEGS)
(WF -1) FRP PANEL (WHITE)
(C4) 2x4 SUSP. GRID WASHABLE VINYL COATED GYP. BD. PANELS
) SIDES
/ (4}SDES OF
COLUMN
P
CHOW KING
DINING AREA
BEYOND
&P-0
(4) SIDES OF
COLUMN
i.
NUP-01
`,,(4) SIDES OF
COLUMN /
CHOW KING
DINING AREA
BEYOND
PT -02)
CHOW/KING
DINING AREA
BEYOND
(E) STAINLESS STEEL CALDDING
TO BE REUSED IN THESE AREAS
REMOVE OLD ADHESIVE AND
PREP ADJACENT WALL AREA FOR
NEW FRP APPLICATION
(WF -01)
.)--.N.
oeF-01
@INTERIOR ELEVATION - NORTH VIEW WITH PART -HI WALL
SCALE: 1/4" = 1'-0"
(NF -01)
OF -01)
NVF-0'0
(E) COUNTER AND
KNEE WALL BEYOND
TO REMAIN INPLACE
C5762)
WAINSCOTE UP TO 4'-0
ND -01)
REPLACE (E)
WITH NEW
NA/D-OD
REPLACE (E)
WITH NEW
E.
INTERIOR ELEVATION - NORTH VIEW - NORTH SIDE WALL
SCALE: 1/4" = 1'-0"
NOTE:
CONTRACTOR TO VERIFY
SCHEDULED PAINT COLORS AND
FINISHES AS A MATCH WITH
EXISTING AND TO FURNISH NEW
PAINT THROUGHOUT.
ANY REMAINING ORIGINAL,
UNDAMAGED MATERIALS ARE TO
REMAIN IN PLACE AND BE
REUSED THROUGHOUT.
Alb
REVIEWED FOR
CODE COMPLIANCE
APPROVED
FEB 2 6 2016
City of Tukwila
BUILDING DIVISION
0027
N
a)
V/
-C
O
co co
co
so,
O
C Q
co
Q �
o Cn
It)
Cf)
0)
O
co
O
4�
V J
z
0
W
J
W
I.L
0
LL
W
I -
z
J co
cQ O7
G CD
CD
LLI co .1-
z000
W �
0 <
O J J
SS(3)U
N- I- a.
DATE
ISSUE
01.27.16
CHECK SET
:TY OF _A
JAN `L t
2016
PERMIT CCNTFR
A-5.1
2015-27-00
PAINT SCHEDULE
NO.
MANUFACTURER
MFG#1
COLOR
FINISH
REMARKS
PT -01
GLIDDEN
GLRO6
RED GERANIUM
SEMI -GLOSS
TOKYO -TOKYO RED
PT -02
BEHR
7.80E+01
BILLOWY DOWN
SEMI- GLOSS
WALLS (FLAT FINISH WHERE MURAL OCCURS)
PT -03
BEHR (OR EQUAL)
WAINSCOT
ALL SPICE
WINDSOR MAHOGANY
ACCENT COLOR
PT -04
DUNN EDWARDS
DEW 328
PEARL WHITE
SEMI -GLOSS
BASE COLOR
PT -05
GLIDDEN
31YY81/214
HONEYTONE
WHITE
SECONDARY
PT -06
T.B.D.
S/S PANEL (22 GA.)
MALL DESIGN/PROPOSED COLOR PAINT
S -o1
COLORED GLASS
RED PAINT BEHIND
PORTAL
S-02
WOOD VENEER STRIPS
PORTAL
ROOM NAME
FLOOR
FINISH SCHEDULE
BASE
WALL
CEILING
(100) DINING AREA 1
(101) DINING AREA 2
(102) DINING AREA 3
(CT -1) 18"x18" POLISHED TILES; (CT -2) 18"x18" POLISHED TILES
(CT - 3) 6" x 12" COVED BASE
PAINTED DRYWALL SEE ELEVATIONS
REMARKS
GYP. BD. WITH SMOOTH WASHABLE PAINT; (C5) 2x2 SUSP. GRID
(CT -8) T.B.D. ; (CT -9) T.B.D.
(CT -8) T.B.D. ; (CT -9) T.B.D.
(CT - 5) 6" x 13" COVED BASE
(CT - 5) 6" x 13" COVED BASE
PAINTED DRYWALL SEE ELEVATIONS
PAINTED DRYWALL SEE ELEVATIONS
GYP. BD. WITH SMOOTH WASHABLE PAINT
GYP. BD. WITH SMOOTH WASHABLE PAINT
(103) SERVICE AREA
(QT -3) 4"x 8" QUARRY TILE
(QT - 4) 5.1/2" x 6" 3/8" RAD COVED
PAINTED DRYWALL SEE ELEVATIONS
GYP. BD. WITH SMOOTH WASHABLE PAINT (SEMI GLOSS)
(104) KITCHEN AREA
(QT -1) 6"x 6" QUARRY TILE
(QT- 2) 6" x 6" CONT. 3/8" RAD MIN. (KITCHEN EQUIP ON 6" NSF APPROVED LEGS)
(WF -2) S.S. BEHIND COOK LINE; (WF -1) FRP PANEL (WHITE)
(C4) 2x4SUSP. GRID WASHABLE VINYL COATED GYP. BD. PANELS
(105) STORAGE AREA
(QT -1) 6"x 6" QUARRY TILE
(QT- 2) 5" x 6" CONT. 3/8" RAD MIN. (KITCHEN EQUIP ON 6" NSF APPROVED LEGS)
(WF -1) FRP PANEL(WHITE)
(C4) 2x4SUSP. GRID WASHABLE VINYL COATED GYP. BD. PANELS
(106) RESTROOM AREA
NOT USED
(107) SERVICE AREA
(QT -5) 4"x 8" QUARRY TILE
(QT- 4) 5.1/2' x 6" CONT. 3/8" RAD COVED
(WF -1) FRP PANEL(WHITE)
WASHABLE VINYL COATED GYP. BD. PANELS (SEMI GLOSS)
(108) PREP AREA
(QT -1) 6"x 6" QUARRY TILE
(QT- 2) 5" x 6" CONT. 3/8" RAD MIN. (KITCHEN EQUIP ON 6" NSF APPROVED LEGS)
(WF -1) FRP PANEL (WHITE)
(C4) 2x4SUSP. GRID WASHABLE VINYL COATED GYP. BD. PANELS
(109) STORAGE AREA
(QT -1) 6"x 6" QUARRY TILE
(QT- 2) 5" x 6" CONT. 3/8" RAD MIN. (KITCHEN EQUIP ON 6" NSF APPROVED LEGS)
(WF -1) FRP PANEL (WHITE)
(C4) 2x4 SUSP. GRID WASHABLE VINYL COATED GYP. BD. PANELS
) SIDES
/ (4}SDES OF
COLUMN
P
CHOW KING
DINING AREA
BEYOND
&P-0
(4) SIDES OF
COLUMN
i.
NUP-01
`,,(4) SIDES OF
COLUMN /
CHOW KING
DINING AREA
BEYOND
PT -02)
CHOW/KING
DINING AREA
BEYOND
(E) STAINLESS STEEL CALDDING
TO BE REUSED IN THESE AREAS
REMOVE OLD ADHESIVE AND
PREP ADJACENT WALL AREA FOR
NEW FRP APPLICATION
(WF -01)
.)--.N.
oeF-01
@INTERIOR ELEVATION - NORTH VIEW WITH PART -HI WALL
SCALE: 1/4" = 1'-0"
(NF -01)
OF -01)
NVF-0'0
(E) COUNTER AND
KNEE WALL BEYOND
TO REMAIN INPLACE
C5762)
WAINSCOTE UP TO 4'-0
ND -01)
REPLACE (E)
WITH NEW
NA/D-OD
REPLACE (E)
WITH NEW
E.
INTERIOR ELEVATION - NORTH VIEW - NORTH SIDE WALL
SCALE: 1/4" = 1'-0"
NOTE:
CONTRACTOR TO VERIFY
SCHEDULED PAINT COLORS AND
FINISHES AS A MATCH WITH
EXISTING AND TO FURNISH NEW
PAINT THROUGHOUT.
ANY REMAINING ORIGINAL,
UNDAMAGED MATERIALS ARE TO
REMAIN IN PLACE AND BE
REUSED THROUGHOUT.
Alb
REVIEWED FOR
CODE COMPLIANCE
APPROVED
FEB 2 6 2016
City of Tukwila
BUILDING DIVISION
0027
N
a)
V/
-C
O
co co
co
so,
O
C Q
co
Q �
o Cn
It)
Cf)
0)
O
co
O
4�
V J
z
0
W
J
W
I.L
0
LL
W
I -
z
J co
cQ O7
G CD
CD
LLI co .1-
z000
W �
0 <
O J J
SS(3)U
N- I- a.
DATE
ISSUE
01.27.16
CHECK SET
:TY OF _A
JAN `L t
2016
PERMIT CCNTFR
A-5.1
2015-27-00
WALL / LAMINATE SCHEDULE
NO.
MANUFACTURER
DESCRIPTION
MFG #
COLOR/FINISH
REMARKS
WP -01
ROSEBURG DURAMINE
LAMINATE
55
HARD ROCK MAPLE
WP -02
AMERICAN LAMINATES
ACCENT MATERIAL
9012
FUSION MAPLE
WP -03
ROSEBURG DURAMINE
WAINSCOT
78
WINDSOR MAHOGANY
WP -04
ROSEBURG DURAMINE
LAMINATE
64
PEARWOOD
WF -01
MARLITE
FRP
P100
WHITE
WF -02
S/S FABRICATOR
S/S PANEL (22 GA.)
BEHIND COOKING LINE
S -o1
COLORED GLASS
RED PAINT BEHIND
PORTAL
S-02
WOOD VENEER STRIPS
PORTAL
ROOM NAME
FLOOR
FINISH SCHEDULE
BASE
WALL
CEILING
(100) DINING AREA 1
(101) DINING AREA 2
(102) DINING AREA 3
(CT -1) 18"x18" POLISHED TILES; (CT -2) 18"x18" POLISHED TILES
(CT - 3) 6" x 12" COVED BASE
PAINTED DRYWALL SEE ELEVATIONS
REMARKS
GYP. BD. WITH SMOOTH WASHABLE PAINT; (C5) 2x2 SUSP. GRID
(CT -8) T.B.D. ; (CT -9) T.B.D.
(CT -8) T.B.D. ; (CT -9) T.B.D.
(CT - 5) 6" x 13" COVED BASE
(CT - 5) 6" x 13" COVED BASE
PAINTED DRYWALL SEE ELEVATIONS
PAINTED DRYWALL SEE ELEVATIONS
GYP. BD. WITH SMOOTH WASHABLE PAINT
GYP. BD. WITH SMOOTH WASHABLE PAINT
(103) SERVICE AREA
(QT -3) 4"x 8" QUARRY TILE
(QT - 4) 5.1/2" x 6" 3/8" RAD COVED
PAINTED DRYWALL SEE ELEVATIONS
GYP. BD. WITH SMOOTH WASHABLE PAINT (SEMI GLOSS)
(104) KITCHEN AREA
(QT -1) 6"x 6" QUARRY TILE
(QT- 2) 6" x 6" CONT. 3/8" RAD MIN. (KITCHEN EQUIP ON 6" NSF APPROVED LEGS)
(WF -2) S.S. BEHIND COOK LINE; (WF -1) FRP PANEL (WHITE)
(C4) 2x4SUSP. GRID WASHABLE VINYL COATED GYP. BD. PANELS
(105) STORAGE AREA
(QT -1) 6"x 6" QUARRY TILE
(QT- 2) 5" x 6" CONT. 3/8" RAD MIN. (KITCHEN EQUIP ON 6" NSF APPROVED LEGS)
(WF -1) FRP PANEL(WHITE)
(C4) 2x4SUSP. GRID WASHABLE VINYL COATED GYP. BD. PANELS
(106) RESTROOM AREA
NOT USED
(107) SERVICE AREA
(QT -5) 4"x 8" QUARRY TILE
(QT- 4) 5.1/2' x 6" CONT. 3/8" RAD COVED
(WF -1) FRP PANEL(WHITE)
WASHABLE VINYL COATED GYP. BD. PANELS (SEMI GLOSS)
(108) PREP AREA
(QT -1) 6"x 6" QUARRY TILE
(QT- 2) 5" x 6" CONT. 3/8" RAD MIN. (KITCHEN EQUIP ON 6" NSF APPROVED LEGS)
(WF -1) FRP PANEL (WHITE)
(C4) 2x4SUSP. GRID WASHABLE VINYL COATED GYP. BD. PANELS
(109) STORAGE AREA
(QT -1) 6"x 6" QUARRY TILE
(QT- 2) 5" x 6" CONT. 3/8" RAD MIN. (KITCHEN EQUIP ON 6" NSF APPROVED LEGS)
(WF -1) FRP PANEL (WHITE)
(C4) 2x4 SUSP. GRID WASHABLE VINYL COATED GYP. BD. PANELS
) SIDES
/ (4}SDES OF
COLUMN
P
CHOW KING
DINING AREA
BEYOND
&P-0
(4) SIDES OF
COLUMN
i.
NUP-01
`,,(4) SIDES OF
COLUMN /
CHOW KING
DINING AREA
BEYOND
PT -02)
CHOW/KING
DINING AREA
BEYOND
(E) STAINLESS STEEL CALDDING
TO BE REUSED IN THESE AREAS
REMOVE OLD ADHESIVE AND
PREP ADJACENT WALL AREA FOR
NEW FRP APPLICATION
(WF -01)
.)--.N.
oeF-01
@INTERIOR ELEVATION - NORTH VIEW WITH PART -HI WALL
SCALE: 1/4" = 1'-0"
(NF -01)
OF -01)
NVF-0'0
(E) COUNTER AND
KNEE WALL BEYOND
TO REMAIN INPLACE
C5762)
WAINSCOTE UP TO 4'-0
ND -01)
REPLACE (E)
WITH NEW
NA/D-OD
REPLACE (E)
WITH NEW
E.
INTERIOR ELEVATION - NORTH VIEW - NORTH SIDE WALL
SCALE: 1/4" = 1'-0"
NOTE:
CONTRACTOR TO VERIFY
SCHEDULED PAINT COLORS AND
FINISHES AS A MATCH WITH
EXISTING AND TO FURNISH NEW
PAINT THROUGHOUT.
ANY REMAINING ORIGINAL,
UNDAMAGED MATERIALS ARE TO
REMAIN IN PLACE AND BE
REUSED THROUGHOUT.
Alb
REVIEWED FOR
CODE COMPLIANCE
APPROVED
FEB 2 6 2016
City of Tukwila
BUILDING DIVISION
0027
N
a)
V/
-C
O
co co
co
so,
O
C Q
co
Q �
o Cn
It)
Cf)
0)
O
co
O
4�
V J
z
0
W
J
W
I.L
0
LL
W
I -
z
J co
cQ O7
G CD
CD
LLI co .1-
z000
W �
0 <
O J J
SS(3)U
N- I- a.
DATE
ISSUE
01.27.16
CHECK SET
:TY OF _A
JAN `L t
2016
PERMIT CCNTFR
A-5.1
2015-27-00