HomeMy WebLinkAboutPermit D11-016 - WESTFIELD SOUTHCENTER MALL - VACANT SPACE - BUILD OUTVACANT SPACE
992 SOUTHCENTER MALL
D11-016
City oftukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: http: //www.ci.tukwila.wa.us
DEVELOPMENT PERMIT
Parcel No.: 9202470010
Address: 992 SOUTHCENTER MALL TUKW
Suite No:
Project Name: VACANT SPACE
Permit Number:
Issue Date:
Permit Expires On:
D11 -016
02/07/2011
08/06/2011
Owner:
Name: WESTFIELD PROPERTY TAX DEPT
Address: PO BOX 130940 , CARLSBAD CA 92013
Contact Person:
Name: WAYNE JOHNSON
Address: 4000 DELRIDGE WY SW - SUITE 200 , SEATTLE WA 98106
Contractor:
Name: JACKSON DEAN CONSTRUCTION
Address: 3414 S 116 ST , SEATTLE WA 98168
Contractor License No: JACKSDC962QR
Phone: 206 - 624 -2777
Phone: 425 378 -2031
Expiration Date: 12/31/2012
DESCRIPTION OF WORK:
LANDLORD BUILD OUT OF TENANT STOREFRONT
Value of Construction: $20,000.00 Fees Collected: $779.67
Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2009
Type of Construction: II-B Occupancy per IBC: 0019
Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: N
Fire Loop Hydrant: N Number: 0 Size (Inches): 0
Flood Control Zone:
Hauling: N Start Time: End Time:
Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y.
Landscape Irrigation:
Moving Oversize Load: Start Time: End Time:
Sanitary Side Sewer:
Sewer Main Extension: Private: Public:
Storm Drainage:
Street Use: Profit: N Non - Profit: N
Water Main Extension: Private: Public:
Water Meter: N
doc: IBC -7/10
D11-016 Printed: 02 -07 -2011
Permit Center Authorized Signature:
•
•
Date: d� ! l 1
I hereby 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 gi e authority to violate or cancel the provisions of any other state or local laws regulating
construction or • erform. work. I a —s' orized to sign and obtain this development permit and agree to the conditions attached
to this pe ' /
Signatur- _ _A—ars11169 Date: °2
Print Name:
c7.1,4P/r -/E6(>
This permit shall become null and void if the work is not commenced within 180 days from 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 DEPARTMENT CONDITIONS * **
2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the
Building Official.
3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center
(206/431- 3670).
4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to
start of any construction. These documents shall be maintained and made available until final inspection approval is
granted.
5: All construction shall be done in conformance with the approved plans and the requirements of the International
Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code.
6: 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).
7: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building
Department (206- 431 - 3670).
8: 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.
9: ** *FIRE DEPARTMENT CONDITIONS * **
10: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the
following concerns:
11: 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" (2A,
20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1)
12: 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
doc: IBC -7/10
D11 -016 Printed: 02 -07 -2011
inches (102 mm). (IFC 906.7 and IFC 906.9)
13: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in w• visual obstruction cannot
be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6)
14: 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)
15: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that
indicates the month and year that the inspection was performed and shall identify the company or person performing the
service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge
procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the
inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these
required surveys. (NFPA 10, 4 -3, 4 -4)
16: 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)
17: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle
is engaged from inside the tenant space. (IFC Chapter 10)
18: 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
1008.1.8.1)
19: Gates serving the means of egress system shall comply with the requirements of the International Fire Code. Gates used
as a component in a means of egress shall conform to the applicable requirements for doors. (IFC 1008.2)
20: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10)
21: Aisles leading to required exits shall be provided from all portions of the building and the required width of the
aisles shall be unobstructed. (IFC 1013.4)
22: Maintain sprinlder coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating
and/or adding sprinkler heads. (IFC 901.4)
23: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate
flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3)
24: All new sprinkler systems and all modifications to existing sprinlder systems shall have fire department review and
approval of drawings prior to installation or modification. New sprinlder 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 sprinlder work shall commence without approved drawings. (City Ordinance No. 2050).
25: 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 #2051. (ALL FIRE ALARM COMPONENTS TO BE TIED TO THE MAIN MALL FIRE ALARM PANEL.)
26: 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 #2051)
27: 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 #2051) (IFC
104.2)
28: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this
project.
29: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth
in Table No. 803.5 of the International Building Code.
30: Post address on storefront per approved Westfield standards.
31: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and
#2051)
32: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of
such condition or violation.
doc: IBC -7/10
D11-016 Printed: 02 -07 -2011
33: These plans were reviewed by Inspecto0 1. If you have any questions, please call TulcillFire Prevention Bureau at
(206)575 -4407.
doc: IBC -7/10
D11 -016 Printed: 02 -07 -2011
CITY OF TUKWILA•
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
hup://www.cLiukwila.wa.us
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 Address: C I a i 2 Soul f f EACreie
hr /ESTFi &2/_
`16=4 Sou
2- 800 Soul / t? tTIn
Tenant Name:
Property Owners Name:
Mailing Address:
King Co Assessor's Tax No.: '7' 20 Z y 7-00/0
Suite Number: rL/f Floor:
New Tenant: ❑ Yes No
7-7 IL
Mot z_ SE z-&-"."
City
Name:
rit is ready to be
m issue
A/4-
,g /8S
Zip
Ge-14 ,c/s JO/-b/JO/l../ Day Telephone: 2_496 • 62 (1 27 7 7
Mailing Address: /OOV L' z 1e /OA e 4J -'- S ly" l�f� id4 `7 f' /O
City State Zip
Fax Number: 2-06 ' 6244 2 -1'73
E -Mail Address: I /74 --YAi ✓ Q_ .Sfr? 57e7' -'P - C-011'1
Company Name:
Mailing Address:
Mg and Gas?Pwmg(pg$)
No/ 4tr-" 7 S 7"7,46
Contact Person:
E -Mail Address:
Contractor Registration Number:
City
Day Telephone:
Fax Number:
Expiration Date:
State
Zip
W plans must
rchitect ofRecor
Company Name: S . /Q • S-7-eh '� ,�j�t f/7 7 J 7 , 4•L
Mailing Address: '7/0 OD dEfl /b6/ 1/421" S' " to S>C - � State - �SZ a 6
Contact Person: •k•go't --/
E -Mail Address: 14/045%/47d.4 SM .f%E7ER
City
Day Telephone: 2-06 • 6 2-4/4 Z-77 7
Fax Number: 2,969 ' 624 a973
Company Name:
Mailing Address:
4
Contact Person:
E -Mail Address:
Q:Wpplications'Forms- Applications On Line\3 -2006 - Permit Application.doc
Revised: 9 -2006
bh
City
Day Telephone:
Fax Number:
State
Zip
Page 1 of 6
Valuation of Project (contractor's bid price): $ 2-c add
Existing Building Valuation: $
Scope of Work (please provide detailed information):
44"(,6 $u / 4.A 0 s
Will there be new rack storage? ❑ Yes , No If yes, a separate permit and plan submittal will be required.
rovideiAll Budding Areas m Square iFootag
F1oor
663.727
/Y)
lours„a�thtu.0
1
7,
.5
`:Basemen
vat
ccessory'
c
ched Garage;.
Detached �Garag
Atta
etactie'i
overed
ncovered Dee
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: A/ /jl
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? ❑ Yes ❑ No If "yes ", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
gj Sprinklers g Automatic Fire Alarm ❑ None ❑ Other (specify)
Will there bettor e orruuse of ifaammab usti le hazardous materials in the building? ❑ Yes ❑ 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
❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
Q:\Applications'Fonns- Applications On Lined -2006 - Permit Application.doc
Revised: 9 -2006
bh
Page 2 of 6
permits n thlss appl1Iccat ito
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.
Building and Mechanical Permit
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).
Plumbing Permit
The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested
in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing 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 OWNER OR AUTHORIZED AGENT:
Signature:
Print Name: 14.1A . M /sv
Date: O ! IV /%
Day Telephone: 24> 6 6 Zy 27? 7
Mailing Address: 17/000 p67JZ /,t 6L WA -7-- 2oo 5"5477 iiA 9,5/06
State Zip
City
Date Application Accepted:
Date Application Expires:
Staff Initials:
uit I
Q: Applications\Forms- Applications On Line\? -2006 - Permit Application.doc
Revised: 9 -2006
bh
Page 6 of 6
•
C City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Fax: 206 - 431 -3665
Web site: http: //www.ci.tukwila.wa.us
RECEIPT
Parcel No.: 9202470010 Permit Number: D11-016
Address: 992 SOUTHCENTER MALL TUKW Status: APPROVED
Suite No: Applied Date: 01/18/2011
Applicant: VACANT SPACE Issue Date:
Receipt No.: R11 -00226
Payment Amount: $474.30
Initials: WER Payment Date: 02/07/2011 11:23 AM
User ID: 1655 Balance: $0.00
Payee: JACKSON DEAN CONSTRUCTION
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Check 88541 474.30
Authorization No.
ACCOUNT ITEM LIST:
Description
Account Code Current Pmts
BUILDING - NONRES
STATE BUILDING SURCHARGE
000.322.100 469.80
640.237.114 4.50
Total: $474.30
r nr. Raraint -ng
Printarl• n2 -n7 -7011
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: http: //www.ci.tukwila.wa.us
RECEIPT
Parcel No.: 9202470010 Permit Number: D11-016
Address: 992 SOUTHCENTER MALL TUKW Status: PENDING
Suite No: Applied Date: 01/18/2011
Applicant: VACANT SPACE Issue Date:
Receipt No.: R11 -00097
Initials:
User ID:
WER
1655
Payment Amount: $305.37
Payment Date: 01/18/2011 11:20 AM
Balance: $474.30
Payee: S M STEMPER ARCHITECTS
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Check 15851 305.37
Authorization No.
ACCOUNT ITEM LIST:
Description
Account Code Current Pmts
PLAN CHECK - NONRES
000.345.830 305.37
Total: $305.37
rinr. Racaint -OR Printpd 01-1R -9011
•
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO. -
,)ii - i4
CITY .OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 • (206) 431 -3670
Permit Inspection Request Line (206) 431 -2451
Fit
Project:
-
Type ofIn's ^pection
Address:
¶'4 7 .
'
/
/
Date Called:
Special Instructions:
•
.
Date Wanted:
— ? -- ,..2
-- / / -
a.m:
m.
Requester:
r
i
Phone NO:
"A‘
J/
MApproved per applicable codes. •
Corrections required prior to approval.
COMMENTS:
-
r
i
EI.NSPECTION FEE EQUIRED. Prior next inspection. fee must be
paid at 6300 Southce ter Blvd.. Suite O. Call to schedule reinspection.
5•••11.40.•••07%,•Vm -1.,••••••••••••.,••••••=s,
.INSPECTION RECORD
•
Retain a copy with permit
INSPECTION NO. PERMIT NO.
7 k CITY OF TUKWILA BUILDING DIVISION
r . 6300 Southcenter Blvd., #100, Tukwila. WA 98188 • (206) 431-3670
.1. _ Permit Inspection Request Line (206) 431-2451
lt,- Project:
/XV e24437%./TCSRAV,
: • Address:
15.4'. 2- A'14//
Special Instructions:
3.
SIX /
. Approved per applicable codes.
COMMENTS:
Type of Inspection:
‘'44,04,Z/A/4
Date Called:
Date Wanted: .
/1_
Requester:
Phone No:
1/25 -744 17134/7
- - •12 Corrections required prior to approval. 7i)
•
peceo
Date:
) .../
SPECTION FEE RE OIRED. nor to nex. tiptpection;.fee must be
at 6300 Southcent My& uite 100. Catno schedule reinspection.
74
„
LP. • 'N.P.4%a7424144,,PIP
1
• ...4.01,.P.C.Fi Lc, qih. •
4.*
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 Relluest Line (206) 431 -2451 r--
LL' /"-a /�
Project: `
led5Y7/ -S.Af fie
Type of Inspection: t"'
L d92 ∎"./4
Address:
91 2 Al 4
11.--- -
Date Called:
t
Special Instructions:
■
Date Wanted:
Requester:
Phone No:
4/.2.4r—
?6
-4� y7
Approved per`applic8ble codes.
Corrections required prior to approval. al>
COMMENTS:
r
r.
1-
INSPECTION FEE REQUI ED. Prior next inspection. fee must be :•
aid at 6300 Southcenter B yd., Suit 00. Call to schedule reinspection.
•: A
e+'.7 -.B 'T1QlCY 'tivw
•
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.jt..
CITY OF TUJKWILA BUILDING DIVISION P-
6300 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 =3670
Permit Inspection Request Line (206) 431 -2451
ti'-- dl4
Project•
Type of_ spection; �L
Address: 1
9' L 5
Date Called:
_
Special Instructions:
tis .) .
_
Date Wante •
t%
/" —a.m
Requester:
Phon No:
Approved' per applicable codes. • Corrections required prior to approval. -
COMMENTS:
Inspect, r:
6,4
Date:
ri-REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
=CZ
•
-+Q:: t.`+ •-1•r- l• . 7 -•. -:, ' w -91,e -� twi/� :. �C. •. . 'i �cr i
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407
Project: (, iii c'"k-
Type of Inspection:
DR KO
Address: cj a
Suite #:
S. (. fin . L L-
Contact Person:
Special Instructions:
,,
Phone No.:
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
Sprinklers:
Fire Alarm: .
Hood & Duct:
.
4tth cl, -m
M4- -
ok
,. tt ti t,? 151%.%," N — -1-14-,
-- ker-E r p 1 murij • 4... . ,'`a
0 ., a,
_ tiu A c �.,CONPecie44 c"0
6Ji14— r--oreg
Needs Shift Inspection:
Sprinklers:
Fire Alarm: .
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector: c9--
Date: 3 _ r - / /
Hrs.:
$80.00 REINSPECTION "FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. Call to schedule a reinspection.
Word /Inspection Record Form.Doc `
1/13/06
T.F.D. Form F.P. 113
•
PENNI Y •
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D11 -016 DATE: 01 -18 -11
PROJECT NAME: VACANT SPACE
SITE ADDRESS: 992 SOUTHCENTER MALL
X Original Plan Submittal
Response to Correction Letter #
Response to Incomplete Letter # _
Revision # After Permit Issued
DEPARTMENTS:
Eu li dina Division
0
is Work
+ ` `�'�� NSA 01-2a
ire revv ention arming Division
Structural
Permit Coordinator •
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Comments:
Incomplete
n
DUE DATE: 01-20-11
Not Applicable
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES /THURS ROUTING:
Please Route
Structural Review Required
REVIEWER'S INITIALS:
No further Review Required
DATE:
n
APPROVALS OR CORRECTIONS:
DUE DATE: 02 -17 -11
Approved Approved with Conditions n Not Approved (attach comments)
Notation:
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg El Fire ❑ Ping ❑ PW El Staff Initials:
Documents /routing slip.doc
2 -28 -02
Contractors or Tradespeople Poer Friendly Page
•
Page 1 of 2
General /Specialty Contractor
A business registered as a construction contractor with Lai to perform construction work within the scope of
its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of
account and carry general liability insurance.
Business and Licensing Information
Name
Phone
Address
Suite /Apt.
City
State
Zip
County
Business Type
Parent Company
JACKSON DEAN CONSTRUCTION
2068322931
3414 S 116Th Street
Seattle
WA
98168
King
Corporation
UBI No.
Status
License No.
License Type
Effective Date
Expiration Date
Suspend Date
Specialty 1
Specialty 2
601222672
Active
JACKSDC962QR
Construction Contractor
11/19/2004
12/31/2012
General
Unused
iated Licenses
License
Name
Type
Specialty 1
Specialty 2
Effective
Date
Expiration
Date
Status
BARCLDA022BE
BARCLAY
DEAN
ARCHTL
PRDTS LLC
Construction
Contractor
General
Unused
1/5/1998
12/31/2011
Active
BARCLDI123P5
BARCLAY
DEAN INC
Construction
Contractor
General
Unused
10/25/198810/18
/2011
Active
MADISTL991K2
MADISON
TOWNHOUSE
LLC
Construction
Contractor
General
Unused
5/22/2001
5/21/2002
Archived
BARCLDA101BW
BARCLAY
DEAN ARCH
PRODUCTS
INC
Construction
Contractor
General
Unused
1/16/1990
10/1/1998
Archived
BARCLDP160KC
BARCLAY
DEAN PELLA
INC
Construction
Contractor
General
Unused
5/3/1984
10/1/1988
Archived
BARCLDI183QR
BARCLAY
DEAN INC
Construction
Contractor
General
Unused
11/19/1982
10/1 /1984
Archived
BARCLI *347KT
BARCLAY
DEAN INC
Construction
Contractor
i
Carpentry/Framing
S teel /Aluminum
Erectors
5/30/1966
10/1/1983
Archived
BARCLDCO25P7
BARCLAY
DEAN CONST
SRVCS INC
Construction
Contractor
General
Unused
10/27/1998
12/31 /2004
Inactive
Business Owner Information
Name
I
Role
I
Effective Date
Expiration Date
https://fortress.wa.gov/lni/bbip/Print.aspx
02/07/2011
WESTFIELD MALL AT SOUTHCENTER
LANDLORD BUILD -OUT, TENANT IMPROVEMENT
992 SOUTHCENTER MALL
Code Summary
CODE SUMMARY:
- WASHINGTON STATE BUILDING CODE
- WASHINGTON STATE AMENDMENTS
- 2009 INTERNATIONAL BUILDING CODE
- 2009 INTERNATIONAL MECHANICAL CODE
- 2009 INTERNATIONAL FIRE CODE
- 2009 UNIFORM PLUMBING CODE
- 2009 WASHINGTON STATE ENERGY CODE
- 2009 WASHINGTON STATE VENTILATION AND INDOOR QUALITY CODE
FULLY SPRINKLED BUILDING - TO BE SUBMITTED UNDER SEPARATE PERMIT.
MECHANICAL DESIGN - TO BE SUBMITTED UNDER SEPARATE PERMIT
ELECTRICAL DESIGN - TO BE SUBMITTED UNDER SEPARATE PERMIT
PLUMBING DESIGN - TO BE SUBMITTED UNDER SEPARATE PERMIT.
TENANT IMPROVEMENT - TO BE SUBMITTED UNDER SEPARATE PERMIT.
THIS WORK AND ASSOCIATED PERMIT REPRESENTS THE LANDLORD WORK IN
PREPARATION FOR FUTURE TENANT.
SITE INFORMATION:
TENANT SPACE 448
TENANT ADDRESS:
992 SOUTHCENTER MALL
TUKWILA, WA 98188
TAX PARCEL NUMBER:
920241 -0010
ZONING USE:
TUC - TUKWILA URBAN CENTER
TENANT IMPROVEMENT SUMMARY:
TOTAL SQUARE FEET: 164 SF
OCCUPANCY GROUP:
WESTFIELD MALL - M - COVERED MALL
OCCUPANCY LOAD (TABLE 1004.1.1):
OCCUPANCY LOAD FACTOR -
VACANT TENANT SPACE AREA: 164 SF / 30 = 26
EGRESS REQUIREMENTS:
PER TABLE 1015.1 THE MAXIMUM OCCUPANT LOAD FOR ONE EXIT WITHIN
OCCUPANCY TYPE 'M' IS 49. (TABLE 1015.1) ONE EXIT IS PROVIDED AT
ENTRY THEREFORE OK
MINIMUM BACK OF HOUSE CORRIDOR WIDTH OF 44" - EXISTING AND
PROVIDED THEREFORE ACCEPTABLE
EGRESS WIDTH AT TENANT SPACE - 26 (2) • 52 INCHES - PAIR OF GLASS
ENTRY STOREFRONT DOORS AT MALL CORRIDOR IS 6' -0" WIDE, THEREFORE
OK
TABLE 1016.1 - OCCUPANCY M MAXIMUM TRAVEL DISTANCE WITH SPRINKLER
SYSTEM IS 250 FEET. TRAVEL DISTANCE WITHIN TENANT SPACE IS LESS
THAN 250 - THEREFORE OK
SECTION 402.4.4 - WITHIN EACH INDIVIDUAL TENANT SPACE IN ,4 COVERED
MALL, THE MAXIMUM TRAVEL DISTANCE FROM ANY POINT TO AN EXIT OR
ENTRANCE TO THE MALL SHALL NOT EXCEED 200 FEET. TRAVEL DISTANCE
TO EXITS FROM WITHIN TENANT SPACE IS LESS THAN 200 FEET THEREFORE
OK
FIRE RESISTANCE REQUIREMENTS:
SECTION 402.45.1 WHERE DOORWAYS TO EXITS PASSAGEWAYS SHALL BE
PROTECTED BY 1 -HOUR FIRE DOOR ASSEMBLY THAT IS SELF CLOSING BY
SMOKE DETECTION IN ACCORDANCE WITH SECTION 115.483.
SECTION 40212 - EACH TENANT SHALL BE SEPARATED BY A FIRE
PARTITION IN ACCORDANCE TO SECTION 109.
CONTRACTOR SHALL COORDINATE WITH BUILDING INSPECTOR FOR
STAGGERING OF GYPSUM WALL BOARD ON TENANT DEMISING WALLS THAT
HAVE PREVIOUSLY INSTALLED GYPSUM WALL BOARD INSTALLED ON
ADJACENT TENANTS DEMISING WALL
PLUMBING REQUIREMENTS:
SECTION 29022 - SEPARATE FACILITIES SHALL NOT BE REQUIRED IN
MERCANTILE OCCUPANCIES IN WHICH MAXIMUM OCCUPANT LOAD IS 50 OR
LESS.
ayFlEvlkvvEDF
CODE COMPL GE I
, i 2.6 2011
City oft Ia
BUILDING ISIGN
General Notes
1. ALL WORK TO BE PERFORMED IN COMPLIANCE WITH ALL APPLICABLE CODES, LAWS AND REGULATIONS OF ALL AUTHORITIES
HAVING JURISDICTION OVER THE WORK
2. CONTRACTOR TO VERIFY ALL DIMENSIONS, PROPERTY LINES, LEASE LINES, MEASUREMENTS AND CONDITIONS IN THE FIELD BEFORE
BEGINNING WORK ANY DISCREPANCIES, ERRORS OR OMISSIONS TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT
IMMEDIATELY.
3. THE ARCHITECT WILL HAVE A REPRESENTATIVE ON SITE, AT SCHEDULED MEETINGS AND SITE VISITS TO OBSERVE THE
CONSTRUCTION FOR COMPLIANCE WITH THE DESIGN INTENT AND TO ASSIST THE CONTRACTOR IN RESOLVING VARIATIONS N THE
EXISTING CONSTRUCTION. THESE DOCUMENTS ADDRESS ALL KNOWN CONDITIONS, BUT IT IS ANTICIPATED THAT HIDDEN CONDITIONS
WILL BE ENCOUNTERED DURING CONSTRUCTION. THE ARCHITECT WILL OBSERVE ALL SUCH HIDDEN CONDITIONS AND ISSUE
CLARIFICATIONS OR MODIFICATIONS OF THE DESIGN TO ADDRESS SUCH CONDITIONS AND WILL DOCUMENT ALL CHANGES.
4. UNLESS OTHERWISE NOTED, ALL ANGLES TO BE RIGHT ANGLES, ALL LINES WHICH APPEAR PARALLEL ARE TO BE PARALLEL, AND
ALL ITEMS WHICH APPEAR CENTERED ARE TO BE CENTERED. CONTRACTOR TO BE RESPONSIBLE FOR MAINTAINING ALL LINES
TRUE, LEVEL, PLUMB AND SQUARE.
5. DETAILED AND /OR LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER GENERAL AND SMALLER SCALE DRAWINGS. POSTED
DIMENSIONS WILL TAKE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL NOT SCALE DRAWINGS FOR DIMENSIONS.
6. ALL ATTACHMENTS, CONNECTIONS AND FASTENINGS OF ANY NATURE ARE TO BE PROPERLY AND PERMANENTLY SECURED IN
CONFORMANCE WITH THE BEST PRACTICES OF THE BUILDING INDUSTRY. DRAWINGS SHOW ONLY SPECIAL REQUIREMENTS TO ASSIST
THE CONTRACTOR AND DO NOT SHOW EVERY DETAIL.
1. DETAILS SHOWN IN THESE DRAWINGS ARE TYPICAL AND WILL APPLY UNLESS OTHERWISE NOTED OR SHOWN. DETAILS OF
CONSTRUCTION NOT FULLY SHOWN ARE TO BE OF THE SAME NATURE AS THOSE DRAWN FOR SIMILAR CONDITIONS.
8. CONTRACTOR TO PROTECT EXISTING FURNISHINGS, FIXTURES, EQUIPMENT AND LANDSCAPING FROM DAMAGE. CONTRACTOR TO
REPLACE IN KIND ANY SUCH ITEMS DAMAGED, IN ITS ENTIRETY TO LEVEL OF SATISFACTION OF ARCHITECT.
9. CONTRACTOR TO COORDINATE ALL OPERATIONS WITH OWNER, INCLUDING: SITE ACCESS, MATERIALS STORAGE AND STAGING,
INTERRUPTION OF ELECTRICAL AND MECHANICAL SERVICES AND TIMING OF NOISY OR DISRUPTIVE OPERATIONS. CONTRACTOR TO
VERIFY SEQUENCE OF WORK WITH OWNER
10. ALL INTERIOR GWB IS B" TYPE X ON METAL STUDS OR FURRING CHANNELS UNLESS NOTED OTHERWISE, SIZES AS DIMENSIONED ON
PLANS. SEE NOTE FOR WATER RESISTANT GWB.
11. PROVIDE WATER RESISTANT (PAPERLESS) TYPE X GWB IN ALL TOILET ROOMS, WAREWASH AND WET AREAS.
12. PROVIDE FINISH WALL BEHIND ALL EQUIPMENT AND CASEWORK
13. PROVIDE ALL ACCESSIBLE SIGNAGE AS REQUIRED BY LOCAL OR APPLICABLE JURISDICTION.
14. PROVIDE ONE TYPE 5E- 2A -10BC FIRE EXTINGUISHER PER 3000 SF AND NOT MORE THAN 15 FT OF TRAVEL DISTANCE,
15. THERE SHALL BE NO BACK -TO -BACK ELECTRICAL, TELEPHONE, OR OTHER OUTLETS. SEPARATE OUTLETS BY 6" AT AT NONRATED
PARTITIONS. SEPARATE OUTLETS BY 24" MIN. AT FIRE RATES PARTITIONS.
16. WHERE HVAC OR OTHER MECHANICAL, ELECTRICAL, AND PLUMBING ITEMS PENETRATE PARTITIONS, STUDS SHALL BE BRACED AND
FRAMED TO STRUCTURE AS REQUIRED TO PROVIDE ADEQUATE SUPPORT. ALL PENETRATIONS THROUGH RATED WALLS 51-IALL BE
SEALED TO PROVIDE FIRE, SMOKE, AND /OR ACOUSTICAL ISOLATION OF SPACES WITH APPROPRIATE FIRE STOP MATERIAL.
11. PROVIDE EXIT ILLUMINATION PER LOCAL CODES.
18. FURNISH AND INSTALL THE FIRE PROTECTION SYSTEM TO ACCOMMODATE THE CONFIGURATION INDICATED ON THE PLANS. COMPLY
WITH ALL GOVERNING ORDINANCES AND LANDLORD CRITERIA. CONTRACTORS SHALL OBTAIN ALL NECESSARY PERMITS.
19. INSTALL FIRE ALARM SYSTEMS TO COMPLY WITH LANDLORD CRITERIA AND LOCAL CODES AS REQUIRED.
20.FIRE SPRINKLER SYSTEM WORK AND FIRE ALARM SYSTEM WORK IS TO BE SUBMITTED UNDER SEPARATE PERMITS.
Scope of Work
SCOPE OF WORK SHALL INCLUDED THE LANDLORD
BUILD OUT OF TENANT IMPROVEMENT TO AN EXISTING
VACANT SPACE WITHIN WESTFIELD MALL AT
SOUTHCENTER N PREPARATION FOR FUTURE TENANT.
WORK SHALL INCLUDE, BUT
- DEMOLITION OF EXISTING TENANT SPACE TO INCLUDE
TO, CEILING, ASSOCIATED
ELECTRICAL/ MECHANICAL, INTERIOR WALLS,
STOREFRONT, CASEWORK AND FINISHES IN
PREPARATION FOR NEW TENANT CONSTRUCTION.
- CONSTRUCTION OF NEW TENANT STOREFRONT AND
ENTRY DOORS
- CONSTRUCTION OF STONE FINISH AT NEUTRAL PIERS
ALONG STOREFRONT
Drawing Index
ARCHITECTURAL
TO.0 TITLE - COVER SHEET
T
A1.0 DEMOLITION PLAN AND FLOOR PLAN
A2.0 ELEVATIONS SECTION, AND DETAILS
A3.0 DEMOLITION / REFLECTED CEILING PLAN & SCHEDULE
Separate Permits
THE FOLLOWING ITEMS SHALL BE UNDER SEPARATE PERMIT
SUBMITTED BY CONTRACTOR OR TENANT:
- INTERIOR TENANT IMPROVEMENT
- FIRE ALARM
- FIRE SPRINKLER
- MECHANICAL
- ELECTRICAL
- PLUMBNG
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FILE COPY
Permit No.. 1 \ -Ot(
Plan review approval is subject to errors and omissions.
Approval of construction documents does not authorize
the violation of any adopted code or ordinance. Receipt
of approv op j t nditi 1 acknowledged:
City s TtUkwQa
BUILDING DIVISION
Project Directory
WEA SOUTHCENTER, LLC
2800 Southcenter
Seattle, WA 98188
SENIOR GENERAL MANAGER:
ANDREW CIARROCHI
T - 206246.0423
F - 2062442601
MALL OPERATIONS:
CHRISTIAN FALTENBERGER
T - 253611.9435
F - 2062448601
CFALTENBERGEReWESTFIELD.COM
TENANT COORDINATOR:
DANYULE BRAKUS
T. 206202.6010
F. 3106895102
C. 213399.0959
DBR4KUS6WESTFIELD.COM
ARCHITECT
SM. STEMPER ARCHITECTS, PLL.C.
4000 Delrldge Way SW Suite 200
Seattle, Washington 98106
CONTACT: WAYNE JOHNSON, PROJECT MANAGER
(206) 624 -2111
(206) 624 -2913 FAX
wayneesmstemper.com
SE:PPR 1i f 1E:RMIT
REQUIRED FOR:
0, Mechanical
Electrical
Plumbing
as Piping
►'1
City of Tukwila
BUILDING DIVISION
Site Plan
REVISIONS
No changes shall be made to the scope
of work without prior approval of
Tukwila Building Division.
NOTE: Revisions will require a new plan submittal
and may include additional plan review fees.
(--) NORDSTROM
3 LEVELS
NORTH
macys
4 LEVELS
TENANT SPACE #448
992 SOUTHCENTER MALL
mervyirs
2 LEVELS
bt\Ot(o
RECEIVED
JAN 18 2011
PERMITCENTER
Weslfle[c(
Southcenter
2.603 Southeenter Parkway
ThkwLi, WA., 98188 -2888
208- 248 -0423
WESTFIELD DESIGN &
CONSTRUCTION
11601 Wilshire Boulevard, 11th
Floor Los Angeles, California
90025 -1748
Telephone 310 478 4456
Facsimile 310 478 4468
THIS DRAWING 15 AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE
ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S
PERMISSION AND UNLESS THE REPRODUCIION CARRIES THE ARCHITECT'S
NAME. AU. DESGN AND OTHER INFORMARON SHOWN ON THE ORAWNG ARE
FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED
OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT
S.M. STEMPER
ARCHITECTS
A Professional Limited Liability Company
4000 DELRIDGE WAY SW
SUITE 200 • SEATTLE, WA 98106
(206) 624 -2777 • FAX (206) 624 -2973
MPROVEMENT
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DATE:
JAN. 18, 2011
PROJECT ARCHITECT
WEJ
PROJECT MANAGER
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TITLE - COVER
SHEET
T0.0
SMSA #1022.17
(E) SOFFIT ABOVE
TO BE DEMOLISHED \
IN ITS ENTIRETY I \
(E) STOREFRONT
TO BE DEMOLISHED
IN ITS ENTIRETY
MALL
COMMON
AREA —�
LEASE LINE
EXISTING VACANT
TENANT SPACE
E100
(E) SOFFIT ABOVE
TO BE DEMOLISHED
EXISTING
ADJACENT TENANT
SPACE
(E) SOFFIT ABOVE
• TO BE DEMOLISHED \I
II
II
II
II
II
LEASE LINE
(E) ELECTRICAL
PANEL
RE: ELECT.
EXISTING TENANT
STORAGE AREA
II \`
ft
JLL
E101
EXISTING
CLOSET
E102
EXISTING TRASH ROOM
NO WORK THIS AREA –
\— EXISTING JANITORS
CLOSET - NO WORK
THIS ,AREA
EXISTING
MALL CORRIDOR
1_ 1
(E) DOOR TO
(E) DOOR TO
REMAIN
RiEMAIN
EXISTING
BACK OF HOUSE
CORRIDOR
(E) DOOR TO
REMAIN
DEMOLITION PLAN
1 /4" = 1' -0"
LEASE LINE
EXISTING
ADJACENT TENANT
SPACE
EXISTING
ADJACENT TENANT
SPACE
43' -1"
LEASE LINE
ALUM. FRAME AND
GLASS STOREFRONT
100
MALL
COMMON
AREA
GLASS ENTRY
DOORS
1
ALUM. FRAME
AND GLASS STOREFRONT
1,4
1B
EXISTING VACANT
TENANT SPACE
100
(E) ELECTRICAL
PANEL
RE: ELECT.
1,4
r
cn
IA
EXISTING TRASH ROOM
NO WORK THIS AREA
(E) JANITORS
CLOSET -
NO WORK THIS
AREA
LEASE LINE
39' -"I"
LEASE LINE
2'1' -l"
(E) DOOR TO
REMAIN
(E) DOOR TO
REMAIN
EXISTING
BACK OF HOUSE
CORRIDOR
EXISTING
MALL CORRIDOR
REVIEWED FOR
CODE COMPLIANCE
APPPnVFn
JAN 2 6 2U11
(E) DOOR TO
REMAIN
FLOOR PLAN
1 /4" = 1' -0"
EXISTING
ADJACENT TENANT
SPACE
City of Tukwila
BUILDING f1111C1nM
FLOOR PLAN GENERAL NOTES:
I. DIMENSIONS PROVIDED ARE PLUS/MINUS DIMENSIONS TO BE COORDINATED WITH EXISTING PARAMETERS. CONTRACTOR
SHALL VERIFY EXISTING AND NEW DIMENSIONS AND NOTIFY ARCHITECT OF MY DISCREPANCIES.
2. CONTRACTOR SHALL COORDINATE WITH LANDLORD REGARDING EXISTING CONDITIONS, AND SERVICES TO NEW
LANDLORD STORAGE AREA.
3. EXISTING WALLS ADJACENT TO TENANT SPACE SHALL REMAIN- LEAVING MIN. 6" GAP AT TOP OF WALL FOR PROPER
PLENUM AIR FROM FINISH WALL PER FINISH SCHEDULE.
4. DATA/ELECTRICAL/MECHANICAL ARE SHOWN FOR REFERENCE ONLY. DATA, ELECTRICAL, AND MECHANICAL DESIGN
SHALL BE SUBMITTED BY CONTRACTOR AND PERMITTED UNDER SEPARATE PERMIT.
B. ALL MATERIALS SHALL BE NON - COMBUSTIBLE AND /OR SHALL COMPLY WITH THE REQUIRED FLAME SPREAD OR SMOKE
DEVELOPED INDEX FOR TYPE II CONSTRUCTION. ALSO ANY WOOD COMPONENTS USED SHALL BE FIRE RETARDANT
TREATED WOOD. (IBC 402.6,4, 602, 603, 4 2604)
6. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AS WELL AS LEASE LINES PRIOR TO CONSTRUCTION ANY
DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF WESTFIELD FOR CLARIFICATION.
i. CONTRACTOR SHALL PROTECT MALL COMMON AREA AT ALL TIMES AND NO CONSTRUCTION MATERIAL, DEBRIS, WORK,
OR DUST SHALL ENTER OR BE WITHIN MALL COMMON AREA,
& CONTRACTOR SHALL PRIME ALL NEWLY CONSTRUCTED WALLS, NEUTRAL PIERS, SOFFITS, AND BULKHEADS TO LEVEL 4
FINISH. NEUTRAL PIER AND MALL CONCOURSE AREAS TO BE PAINTED TO LEVEL 4 FINISH.
9. AREAS DESIGNATED AS '(E) NO WORK' AND 'NO WORK / FUTURE TENANT SPACE' SHALL REMAIN AS CURRENT CONDITION.
THE SPACE SHALL MEET THE REQUIREMENTS SET FORTH BY LOCAL JURISDICTION FOR ,4 VACANT SPACE. SPRINKLER
SYSTEM AND FIRE ALARM SHALL PROVIDE COVERAGE FOR THE VACANT SPACE AND NEW LANDLORD STORAGE AREA AS
REQUIRED.
10. CONTRACTOR SHALL CAP AND TERMINATE ALL EXISTING UTILITIES AND SERVICES DESIGNATED TO BE DEMOLISHED,
AT FINISH FLOOR LEVEL FOR ALL SERVICES AND UTILITIES WITHIN THE FLOOR SLAB.
11. CONTRACTOR SHALL CAP AND TERMINATE ALL EXISTING UTILITIES AND SERVICES DESIGNATED TO BE DEMOLISHED
ABOVE FINISH FLOOR LEVEL AT ITS POINT OF ORIGIN.
O FLOOR PLAN KEY NOTES:
01 (E) STOREFRONT TO BE DEMOLISHED IN ITS ENTIRETY, INCLUDING BUT NOT LIMITED TO, GLAZING, STOREFRONT
FRAMING, REVEALS, WOOD VENEER, WALL ASSEMBLY, STONE VENEER FINISHES, AND BULKHEAD.
02 (E) STONE TYPICAL. FINISH AND METAL REVEALS TO BE DEMOLISHED IN THEIR ENTIRETY FULL HEIGHT OF NEUTRAL PIERS,
03 (E) METAL STUD FRAMING AND GUS WALL ASSEMBLY TO BE DEMOLISHED IN ITS ENTIRETY, FROM SLAB TO
STRUCTURE. DEMOLITION OF WALL ASSEMBLY SHALL INCLUDE BUT NOT BE LIMITED TO, STUD BOTTOM AND TOP
TRACK, METAL STUD FRAMING, GM, WALL FIXTURES, EXIT SIGNS, FIRE ALARI STROBES AND LIGHTS, ELECTRICAL,
DATA, AND MECHANICAL FIXTURES /SERVICES.
04 CONTRACTOR SHALL DEMOLISH EXISTING FLOOR FINISH, AT VACANT TENANT SPACE IN ITS ENTIRETY DEMOLITION
SHALL INCLUDE BUT NOT BE LIMITED TO TILE, CARPET FLOORING, FLOOR MOUNTED FIXTURES, WALL BASE, FLOOR
OUTLETS, DOOR STOPS, ADHESIVE, ETC. CONTRACTOR SHALL THOROUGHLY CLEAN CONCRETE SURFACES TO BE FREE
FROM ALL DEFECTS, ADHESIVE, DEBRIS AND RESIDUE FROM DEMOLISHED FLOORING MATERIALS.
O (E) CASEWORK TO BE DEMOLISHED IN ITS ENTIRETY, INCLUDING BUT NOT LIMITED TO, BASE CABINETS, BACK SPLASH„
SINK, AND ALL ASSOCIATED PLUMBII's. PLUMBING FIXTURE SHALL BE TERMINATED AND CAPPED AT POINT OF
ORIGIN.
06 (E) DOOR TO BE DEMOLISHED IN ITS ENTIRETY INCLUDING BUT NOT LIMITED TO, DOOR, HARDWARE, CLOSERS,
THRESHHOLD, DOOR STOPS, FRAMES ETC.
Oi CONTRACTOR REMOVE EXISTING GU15 ON TENANT SIDE OF METAL STUD FRAMING AND INSTALL NEW GWB ,AT TENANT
DEMISING WALL. FINISH GWB TO LEVEL 4 FINISH. PREP AND PRIME IN PREPARATION FOR FUTURE TENANT. - TYPICAL
ALL INTERIOR TENANT GUS FINISHES.
SHADED AREA SHALL REPRESENT THAT AREA
1 DESIGNATED TO BE DEMOLISHED IN ORDER FOR
FUTURE TENANT SPACE. DEMOLITION SHALL INCLUDE
I BUT NOT BE LIMITED TO WALLS, CASEWORK, COLUMN
iCOVERS, FIXTURES, FLOORING, BASE, CEILING, AND
ALL FINISHES ASSOCIATED WITHIN THE AREA OF
-� DEMOLITION.
ECEIVED
JAN 18 2011
PERRIT CENTER
ti
WALL TYPES
1
u
1,4
18
EXISTING WALL TYPE 1 (I -HR RATED) UL
DESIGN • U -465
- PATCH, AND REPAIR GWB AND PRIME TO
LEVEL 4 FINISH
- NEW 5/8" TYPE X GU113
- METAL STUD FRAMING (1A - 6 ") - (15 - 8 ")
- 5/8" TYPE X GU15 AT TENAT SPACE
- WALL 51-1ALL CONTINUE UP TO STRUCTURE
W/ GLIB STOPPING 6" FROM STRUCTURE
CONTRACTOR SHALL VERIFY THE STATUS
AND THICKNESS OF EXISTING WALL
ASSEMBLY TO MEET MEET 1 -1-IR RATED
ASSEMBLY REQUIREMENT.
WALL TYPE GENERAL NOTES:
1. CONTRACTOR SHALL VERIFY EXISTING
CONDITIONS, INCLUDING BUT NOT LIMITED TO
METAL STUD WIDTH AND THICKNESS, HEIGHT OF
STUD FRAMING, CONDITION OF EXISTING GUS.
2. CONTRACTOR SHALL PREP AND PRIME ALL
NEW TENANT SPACE GWB AND STORAGE AREA
GM TO LEVEL 4 FINISH.
3. CONTRACTOR 51-1ALL PREP AND PAINT ALL
MALL CONCOURSE (NEUTRAL PIERS, BULKHEAD,
ETC., RELATED AREAS TO LEVEL 4 FINISH.
COLOR TO BE DETERMINED BY WESTFIELD.
4. CONTRACTOR SHALL MAINTAIN RATING OF ALL
1-HOUR RATED ASSEMBLIES - EXISTING AND NEW
ASSEMBLIES WITHIN AREA OF WORK
Wesilietif
Southcenter
2a00 Southo.Lt.r Parkway
Thkwla, WA., 98188 -2888
206- 248 -0423
WESTFIELD DESIGN &
CONSTRUCTION
11601 Wilshire Boulevard, 11th
Floor Los Angeles, California
90025 -1748
Telephone 310 478 4456
Facsimile 310 478 4468
THIS DRAWWG IS AN INSTRUMENT CF SERVICE, 15 THE PROPERTY OF ME
ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECTS
PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECTS
NAME. ALL DESIGN MID OTHER INFORT ATION SHOWN ON ME DRAWNG ARE
FOR USE ON IRE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED
OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT
S.M. STEMPER
ARCHITECTS
A Professional Limited Liability Company
4000 DELRIDGE WAY SW
SUITE 200 • SEATTLE, WA 98106
(206) 624 -2777 • FAX (206) 824 -2973
ISSUE
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DATE:
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PERMIT SET
JAN. 18, 2011
PROJECT ARCHITECT
WEJ
PROJECT MANAGER
WEJ
DEMOLITON
PLAN
AND
FLOOR PLAN
A1.0
SMSA #1022.17
cip CELING
14' -0" AFF
(E) STONE FINISH
TO BE DEMOLISHED
IN ITS ENTIRETY
TYPICAL AT EACH
NEUTRAL PIER
BOTTOM OF MULLION
101 -011
(E) METAL REVEALS
TO BE DEMOLISHED
TYPICAL EACH SIDE
OF NEUTRAL PIER
(E) MIRROR PANELS
Z— TO BE DEMOLISHED
IN THEIR ENTIRETY
(E) STOREFRONT
SOFFIT, SIGNAGE, GWB
FRAMING TO BE
DEMOLISHED IN ITS
ENTIRETY
(E) STONE FINISH, GWB,
AND FRAMING TO BE
DEMOLISHED IN ITS
ENTIRETY
(E) STOREFRONT —
FRAMING, GLAZING
ETC. TO BE
DEMOLISHED IN ITS
ENTIRETY - TYPICAL
Ipt FIRST LEVEL FF
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11
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/
/
EXISTING STOREFRONT /DEMO ELEVATION
1/2" = 1' -0"
CEILING
14' -0" AFF
(E) CEILING AT MALL
CONCOURSE
ALUMINUM BREAK
METAL SHAPE AT TOP
OF STOREFRONT
BOTTOM OF MULLION
10' -0"
PAIR OF STOREFRONT
DOORS - TYPICAL
_4p_ERST LEVEL FF
0' -0"
(E) METAL STUD FRAMING
TO REMAIN
(E) STEEL BEAM
TO REMAIN
X" THICK GLAZING -
TEMPERED
BUTT GLAZED AT
VERTICALS
DOOR HARDWARE -
SEE SCHEDULE
STOREFRONT SECTION
1/2" = 1' -0"
THICK TEMPERED
GLAZING - TYPICAL
4 1/211
4 I/2" X 4 I/2" CORNER
ALUMINUM STOREFRONT
FRAMNG - TYPICAL
PETAL 8,4 - STOREFRONT CORNER
X" THICK TEMPERED
GLAZING - TYPICAL
4 1/2"
)4" THICK TEMPERED
GLAZING - TYPICAL
(E)i»" REVEAL
TO REMAIN
STONE BASE
AT NEUTRAL
PIER
DEMO (E) —
GRANITE FULL
HEIGHT cF
NEUTRAL PIER
ALUM.
REVEAL
1-
1
1
1
1
1
1
1
1
1
1
1
1
-1
1
1LESASE LINE
(E) CEILING AT
MALL CONCOURSE
(E) WOOD VENEER,
GWB, FRAMING,
REVEALS, ETC TO BE
DEMOLISHED IN THEIR
ENTIRETY
(E) METAL REVEALS
TO BE DEMOLISHED
TYPICAL EACH SIDE
OF NEUTRAL PIER
- -- (E) GLASS DOORS
TO BE DEMOLISHED
IN THEIR ENTIRETY,
INCLUD ING
HARDWARE,
FRAMING, ETC.
MALL
STOREFRONT
FRAME - ALIGN
TO LEASE LINE
X TWIGK GLAZING -
TEMPERED -BUTT
GLAZED
4 1/2" X 4 1/2" MULLION
ALUMINUM STOREFRONT
FRAMING - TYPICAL
DETAIL 85 - STOREFRONT CORNER
STOREFRONT DETAILS
3" = 11 -0"
(E) ADJACENT
TENANT
STOREFRONT
TO REMAIN
(E) TENANT
DEMISING WALL
TO REMAIN
LEASE LINE
PROvIDE LEVEL 4
FINISH TO (E) Goa
WALL
BACKER ROD
AND CAULK - TYP.
N. NEUTRAL PIER DETAIL
1 1/2" = 1' -0"
)i" THICK TEMPERED
GLAZING
TYPICAL
ALUMINUM STOREFRONT
FRAMING AT SILL
BACKER ROD
AND CAULK
T SILL - FINISH FLOOR
DETAIL 8C - STOREFRONT SILL
(E) STONE FINISH
TO BE DEMOLISHED
IN ITS ENTIRETY
TYPICAL AT EACH
NEUTRAL PIER
(E) STOREFRONT
FRAMING, GLAZING
ETC. TO BE
DEMOLISHED IN ITS
ENTIRETY - TYPICAL
STOREFRONT
FRAME - FRONT
GLAZED, ALIGN
WITH LEASE
LINE
REVEAL
DEMO (E) \ -
GRANITE FULL
HEIGHT OF
NEUTRAL PIER
STGNE BASE
- OFCI
GWB AND
METAL STUD
FRAMING AS
REQUIRED,
LEVEL 4 FINISH
CELING
14' -0" AFF
(E) NEUTRAL PIER
PATCH GWB AND
PAINT - LEVEL 4
FINISH
BOTTOM of MULLION
10' -0"
i
t
WI
X" THICK BUTT GLAZING
WITH GLAZING CLIPS
(MIN. 3)
- TYPICAL AT
VERTICAL MULLION
STONE BASE -
OWNER FURNISHED,
CONTRACTOR
INSTALLED
FIRST LEVEL FF
0' -0t
1
EA
A2.0
BACK GLAZED
ALUMINUM FRAMING
ABOVE DOORS TO
ALLOW FOR
TENANT S1GN
INSTALLATION
/
/
/
/
/
/
/
(E) CEILING AT
MALL CONCOURSE
ALUM. BREAK
METAL SHAPE
MATCH -
STOREFRONT
FRAMING
I\
(E) NEUTRAL PIER
PATCH GWB AND
PAINT - LEVEL 4
FINISH
)6" ALUMINUM REVEAL
TYPICAL
DEMO (E) GRANITE -
FULL HEIGHT OF
NEUTRAL PIER
it
Ala
A2.0
STOREFRONT ELEV
1/2" = 1' -0"
PROVIDE LEVEL 4
FINISH TO (E) GLIB WALL
LEASE LINE
ADJACENT
CORRIDOR
(E) TENANT DEMISING
WALL TO REMAIN
S. NEUTRAL PIER DETAIL
1 1/2" = 1' -0"
1/2" TEMPERED
SAFETY GLAZING
AT DOOR
STAINLESS STEEL
DOOR BOTTOM
SILL - TYPICAL
ALUMINUM STOREFRONT
FRAME BEYOND
PATCH AND INSTALL
MALL TILE
TO LEASE LINE
DETAIL 8D - STOREFRONT ENTRY
BREAK METAL SHAPE
AT HEAD - MATCH \l
STOREFRONT FRAMING
STOREFRONT FRAME -
BACK GLAZED ABOVE
ENTRY DOOR
)4" THICK TEMPERED
GLAZING TYPICAL
et+ tt,
DETAIL 8E - STOREFRONT HEAD
(E) CEILING AT
MALL
CONCOURSE
ALUMINUM STOREFRONT
AND GLAZING - TYPICAL
BREAK METAL
SHAPE AT
HEAD - MATCH
STOREFRONT
FRAMING
STOREFRONT
FRAME - BACK
GLAZED
)i TH1CK GLAZING -
TEMPERED -BUTT
GLAZED
METAL STUD
FRAMING AND % /e'
TYPE X GLIB
9
REVIEWED FOR -
CODE COMPLIANCE
APPPAVED
JAN 2 6 2011
City of Tukwila
BUILDING DIVI4Ifim
O
INK OA
I' -2"
FIELD VERIFY
BULKHEAD DETAIL
1 1/2" = 1' -0"
BREAK METAL SHAPE
AT HEAD - MATCH
STOREFRONT FRAMING
BACKER ROD AND STOREFRONT FRAME - �.
CAULK - TYPICAL FRONT GLAZED - TYP.
EACH SIDE
)4" THICK TEMPERED
GLAZING TYPICAL
MI It
PETAL SF - STOREFRONT HEAD
(E) METAL STUD
FRAMING
METAL STUD
FRAMING AND
GWB
(E) STRICT.
STEEL BEAM
METAL STUD
FRAMING AND %"
TYPE X GWB
BACKER ROD AND
CAULK - TYPICAL
EACH SIDE
PAIR OF GLASS
ENTRY DOORS -
RE: SCHEDULE
(E) CEILING AT
MALL
CONCOURSE
1
BREAK METAL
-
SHAPE AT
HEAD - MATCH
STOREFRONT
FRAMING
STOREFRONT
FRAME - FRONT
GLAZED, ALIGN
WITH LEASE
LINE
X THICK GLAZING -
TEMPERED -BUTT
GLAZED
a
STONE BASE - OWNER
FURNISHED,
CONTRACTOR
INSTALLED
ti
1' -2"
FIELD VERIFY
BULKHEAD DETAIL
ry
1 1/2" = 1' -0"
X" GAP - MAXIMUM
(E) METAL STUD
FRAMING
METAL STUD
FRAMING AND
GWB
(E) STRUCT.
STEEL BEAM
RECEIVED
JAN 18 2011
PERM CENTER
1/2" THICK TEMPERED
GLAZING TYPICAL
1/2" THICK TEMPERED
GLAZING TYPICAL -a
GLAZING CLIPS
AS REQUIRED
DETAIL 8G - GLAZING CLIPS
HORIZONTAL ALUMINUM
MULLION AT HEAD - BACK
GLAZING ABOVE
DETAIL 8H - DOOR HEAD
CONCEALED CLOSER
TYPICAL
STAINLESS STEEL
DOOR HEAD
I/2" TEMPERED
SAFETY GLAZING
AT DOOR
Wesl/le[6
South center
2500 Sauthantar Parkway
lbkwto, WA., 98188 -2888
206 -245 -0423
WESTFIELD DESIGN &
CONSTRUCTION
11601 Wilshire Boulevard, 11th
Floor Los Angeles, California
90025 -1748
Telephone 310 478 4456
Facsimile 310 478 4468
1NIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE
ARCHITECT AND MAY NOT BE REPRODUCED YATHOUT THE ARCHITECrS
PERMISSCN AND UNLESS THE REPRODUCRON CARRIES THE ARCHITECT'S
NAME. ALL 0E9GN AND OTHER INFORMATION SHOWN ON THE ORAYANG ARE
FM USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED
OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT
S.M. STEMPER
ARCHITECTS
A Professional Limited Liability Company
4000 DELRIDGE WAY SW
SUITE 200 • SEATTLE, WA 98108
(208) 624 -2777 • FAX (206) 824 -2973
ISSUE
ISSUE
DATE:
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JAN. 18, 2011
PROJECT ARCHITECT
WEJ
PROJECT MANAGER
WEJ
ELEVATION
SECTION AND
DETAILS
A2.0
SMSA #1022.17
(E) PERIMETER
GWB SOFFIT TO BE
DEMOL ISHED
SEE NOTE 05 TYP.
(5)
TYP.
(8)
LEASE LINE
EXISTING
ADJACENT TENANT
SPACE
02
MALL
COMMON
AREA
� /\ A / is /\ is • /
I\ / \ / \ 1\ / \ / `\ / \ \.• /1 ;/
• / • / • / • / • / •
/ \ / \
I �/ \/ __I / \/ \/ `-. - -I /
/\ /\ /� .
1 / \ / / ^\ /�E\ I—. / � / \ /i \ / \ . I \\
\/ \\t </ > \ / </ \> / ��> I \ / \ � \_ \ \\ / \ // \ ./ y
1 / \ // \ EXISTING V•• • \ �/ \� �/ \ / \ \, // \�
I / ' `\ / \ / I I'4 T SP E \ / / \ / \ \x/ ��/
\
/ / 1\/ \ \/ \/ \/ \/ \ / �\/ \
/ / \ \ ^\. /" \ ^\ /" \ ^\
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\ ^� / \
/ \ / • / / / \ / \ 4 \� / \
i�< >' /' >i� >, > /\s
S\ / Q\ iii I \ / \�\ _�' . \ / l ��� i� `\ / ' �\ ij /'
\/ \ / II /\ / __' - \ /\ v
I , / \\ �/ —j — \ / \ / / \ i \ / \\
I / \ / I \ / \ / I / \ / \ / �� �� . \ �'I • \ /J
(E) GWB
SOFFIT AND SIGNAGE
TO BE DEMOLISHED
IN ITS ENTIRETY
y C \/ v u
(E) PERIMETER
GWB SOFFIT TO BE
DEMOL ISHED
SEE NOTE 05
` J
L_- J__J___1_ -.
1 I
F _.H___ I .
EXISTINCs` TEI
T. A
E101
,. Ir
1 \ 1
1 I '—
J Lam. -:,
A
CLO ET
I E102
EXISTING TRASH ROOM
NO WORK THIS AREA
J
EXISTING JANITORS
CLOSET - NO
WORK THIS AREA
TYP.
(8)
LEASE LINE
EXISTING
MALL CORRIDOR
EXISTING
BACK OF HOUSE
CORRIDOR
DEMOLITION REFLECTED CEILING PLAN
1 /4" = 1' -0"
LEASE LINE
EXISTING
ADJACENT TENANT
SPACE
EXISTING
ADJACENT TENANT
SPACE
EXISTING VACANT
TENANT SPACE
I00
L
MALL
COMMON
AREA
FUTURE TENANT SPACE - OPEN TO STRUCTURE ABOVE
- TEMPORARY LIGHTING, EGRESS LIGHTING
FIRE A ARM, AND MECHANICAL SHALL BE
PROVI ED TO MEET LOCAL JURISDICTIONAL
REQUI MENTS FOR VACANT SPACES.
ALL U ILITIES SHALL BE
TERMINATED AT POINT OF ORIGIN
EXISTING TRASH ROG�M
NO RK THIS AREA I
LEASE LINE
/EXISTING JANITORS
CLOSET - NO
WORK THIS AREA 7
LEASE LINE
LEASE LINE
EXISTING
MALL CORRIDOR
(E) DOOR TO
REMAIN
(E) DOOR TD
REMAIN
EXISTING
BACK OF HOUSE
CORRIDOR
(E) DOOR TO
REMAIN
REFLECTED CEILING PLAN
1/4" = 1' -0"
EXISTING
ADJACENT TENANT
SPACE
DOOR
NO
ROOM
LOCATION
DOOR
TYPE
DOOR
STYLE
SIZE
W x H
• THK.
DOOR
MATL.
HM FR.
TYPE
FRAME
MATL.
RATING
DETAILS
HDWR
GROUP
NOTES
MALL STOREFRONT
FIRST FLOOR
HEAD
JAMB
THRESH
STOREFRONT DESCRIPTION (BASIS OF DESIGN)
- KAIiNEER TRIFAB 450 SERIES 134" X 4)6" TYPICAL FRAMES
100
COMMON MALL - RETAIL AREA
N/A
GLASS
PR 3' -0" x 10' -0"
I/2°
GLASS
N/A
N/A
N.R.
8H /A2,0
8,4/A20
80/A2.0
1
2, 3, 4, 5
- GLAZING SHALL BE )i" THICK CLEAR TEMPERED GLASS PANELS WITH
REMARKS
ABBREVIATIONS
HARDWARE GROUPS
POLISHED
STOREFRONT SYSTEMS SHALL BE FRONT GLAZED AT SIDE PANELS AND
I. GLASS DOORS SHALL BE CLEAR FULLY TEMPERED SAFETY
AL ALUMINUM
GROUP 1 - GLASS DOOR 100
BACK GLAZED AT GLAZING PANEL ABOVE ENTRY DOORS.
2 QTY. OVERHEAD CONCEALED
GLASS MEETING ALL REQUIREMENTS FOR GLASS DOORS
FL FLUSH DOOR
CLOSER (CPL)
- HORIZONTAL MULLIONS - SILL SHALL BE 134" X 4Ii"
INCLUDED ADJACENT BORROWED LITES.
FR FRAME
2 P. 1" DIA. 18" BACK TO BACK PULLS (CPL GLASS
- HORIZONTAL MULLION SHALL BE 134" HIGH
2- FULLS TO BE STANLESS STEEL
HM HOLLOW METAL
MOUNTED STRAIGHT)
- CORNERS SHALL BE 4)i" X 4)5" FRAMES
3. DOORS TO HAVE SIGN (I" HIGH LETTERS) LOCATED ABOVE
NR NON -RATED
2 QTY. DEAD BOLT FLOOR RAIL LOCK (CPL DOOR
- FRAME FINISH SHALL BE CLEAR ANODIZED ALUMINUM.
DOORS WITHIN VACANT SPACE STATING "THIS POOR TO REMAIN
STOP STOREFRONT DOOR
FLOOR RAIL LOCK)
- VERTICAL JOINTS IN STOREFRONT SHALL BE )P WIDE MAXIMUM - BUTT
UNLOCKED WHEN BUILDING IS OCCUPIED"' %s
WD WOOD
2 QTY. CYLINDER (CPL MORTISE KEYED CYLINDER)
GLAZED SYSTEM
4. Ri 4ISH AND INSTALL MALL CONCOURSE TILE TO LEASE LINE
FINISH OF HARDWARE AND STILES SHALL BE BRUSHED
OTHER AVAILABLE MANUFACTURERS INCLUDE ARCADIA, EFCO
STAINLESS STEEL
REFLECTED CEILING PLAN GENERAL NOTES:
I. DIMENSIONS PROVIDED, ARE PLUS/MINUS DIMENSIONS TO BE COORDINATED WITH
EXISTING PARAMETERS. CONTRACTOR SHALL VERIFY EXISTING AND NEW
DIMENSIONS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES.
2. CONTRACTOR SHALL SEISMICALLY BRACE SUSPENDED CEILING GRID SYSTEM
PER LOCAL JURISDICTIONAL REQUIREMENTS.
3. LIGHTING IS SHOWN FOR REFERENCE ONLY AS ELECTRICAL IS DESIGN BUILD BY
CONTRACTOR CONTRACTOR SHALL COORDNATE WITH DESIGN BUILD LIGHTING
PLANS AND WESTFIELD THROUGHOUT CONSTRUCTION.
4. MECHANICAL DIFFUSERS ARE SHOWN FOR REFERENCE ONLY AS MECHANICAL IS
DESIGN BUILD BY CONTRACTOR. CONTRACTOR SHALL COORDINATE WITH DESIGN
BUILD MECHANICAL PLANS AND WESTFIED THROUGHOUT CONSTRUCTION.
5. EGRESS PATHWAY LIGHTING SHALL BE PROVIDED AS REQUIRED FOR NEW
LANDLORD STORAGE AREA AND VACANT SPACE PER REQUIREMENTS SET FORTH
BY LOCAL JURISDICTION.
6. CONTRACTOR SHALL SUPPORT AND BRACE ANY AND ALL CEILING COMPONENTS
AT LINE OF DEMOLITION, INCLUDING BUT NOT LIMITED TO SUSPENDED CEILING GRID
MD TILE, DUCTWORK, CONDUIT AND WIRING.
1. AREAS DESIGNATED AS '(E) NO WORK' AND 'NO WORK / FUTURE TENANT SPACE'
SHALL REMAIN AS CURRENT CONDITION. THE SPACE SHALL MEET THE
REQUIREMENTS SET FORTH BY LOCAL JURISDICTION FOR A VACANT SPACE.
SPRINKLER SYSTEM AND FIRE ALARM SHALL PROVIDE COVERAGE FOR THE VACANT
SPACE AS REQUIRED.
8. CONTRACTOR SHALL CAP AND TERMINATE ALL EXISTING UTILITIES AND SERVICES
DESIGNATED TO BE DEMOLISHED ABOVE FINISH FLOOR LEVEL AT ITS POINT OF
ORIGIN.
9. CONTRACTOR SHALL PROVIDE REQUIRED HEATING AND CONDITIONING OF NEW
STORAGE SPACE AS REQUIRED BY LOCAL JURISDICTION SEPARATE FROM VACANT
TENANT SPACE AND CONNECTED TO MALL SERVICE. REFER TO DESIGN BUILD
MECHANICAL.
10. CONTRACTOR SHALL PROVIDE REQUIRED SPRINKLER AND FIRE ALARM
PROTECTION WITHIN VACANT TENANT SPACE AS REQUIRED BY LOCAL JURISDICTION.
11. LIGHTING AND MECHANICAL LAYOUTS ARE SHOWN FOR REFERENCE ONLY, EXACT
QUANTITIES FOR DEMOLITION SHALL BE FIELD VERIFIED AND CONFIRMED PRIOR TO
CONSTRUCTION.
REVIEWED FOR
CODE COMPLIANCE
APPROVED
JAN 26 2011
City of Tukwila
BUILDING DIVISION
REFLECTED CEILING PLAN KEY NOTES:
(E) CEILING TILE AND GRID TO BE DEMOLISHED IN ITS ENTIRETY, INCLUDING BUT
NOT LIMITED TO RUNNERS, GUY WIRE, ANCHORS, SEISMIC BRACING, AND CEILING
MOUNTED FIXTURES LIGHTING., DIFFUSERS, CAMERAS, ETC.
(E) LIGHTING TO BE DEMOLISHED IN ITS ENTIRETY INCLUDING BUT NOT LIMITED TO
LIGHT FIXTURE, LAMPS, BALLASTS, CONDUIT AND WIRING. ALL CONDUIT AND WIRING
SHALL BE TERMINATED AT POINT OF ORIGIN JUNCTION BOX.
(E) MECHANICAL SUPPLY AND /OR RETURN DIFFUSER TO BE DEMOLISHED IN ITS
ENTIRETY, INCLUDING BUT NOT LIMITED TO DIFFUSER, DUCTWORK INSULATION,
DAMPERS, ELECTRICAL ASSOCIATED WITH DESIGNATED DIFFUSERS. DUCTWORK
SHALL BE TERMINATED AT POINT OF ORIGIN. T''7
(E) GYPSUM DRYWALL CEILING TO BE DEMOLISHED IN 115 ENTIRETY. DEMOLITION
SHALL INCLUDE, BUT NOT BE LIMITED TO, GUS, METAL FRAMING, LIGHTING,
MECHANICAL DIFFUSERS, SPRINKLER HEADS/PIPING, CAMERAS, OUTLETS, FIXTURES,
HANGERS, ETC.
(E) GYPSUM DRYWALL PERIMETER SOFFIT TO BE DEMOLISHED IN ITS ENTIRETY.
DEMOLITION SHALL INCLUDE, BUT NOT BE LIMITED TO, GWB, METAL FRAMING,
LIGHTING, OUTLETS, FIXTURES, HANGERS, ETC.
(E) PENDANT LIGHTING TO BE DEMOLISHED IN ITS ENTIRETY, TERMINATE POWER
BACK TO POINT OF ORIGIN.
ECEIVED
JAN 18 2011
PERJECENTER
SHADED AREA SHALL REPRESENT THAT AREA THAT
1 IS TO BE DEMOLISHED N ORDER FOR NEW
CONSTRUCTION OF FUTURE TENANT SPACE.
1 DEMOLITION SHALL INCLUDE BUT NOT LIMITED TO,
CEILING SYSTEM, LIGHTING, FIXTURES, CAMERAS,
MODIFICATION OF SPRINKLER SYSTEM, MECHANICAL
-1 DIFFUSERS, OUTLETS, ETC.
Wesi/letif
Southcenter
2800 Sautho.nt.r Parkway
TUkda, WA., 98188 -2888
208 -246 -0423
WESTFIELD DESIGN &
CONSTRUCTION
11601 Wilshire Boulevard, 11th
Floor Los Angeles, California
90025 -1748
Telephone 310 478 4456
Facsimile 310 478 4468
THIS DRAMINO IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE
ARCHITECT AND MAY NOT BE REPRODUCED MITHOUT THE ARCHITECT'S
PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S
NAME. ALL DESIGN AND OTHER INFORMATION 910MN ON THE DRAINING ARE
FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED
OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT
S.M. STEMPER
ARCHITECTS
A Professional Limited Liability Company
4000 DELRIDGE WAY SW
SUITE 200 • SEATTLE, WA 98108
(208) 824 -2777 • FAX (208) 824 -2973
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ISSUE
ISSUE
PERMIT SET
DATE:
JAN. 18, 2011
PROJECT ARCHITECT
WEJ
PROJECT MANAGER
WEJ
DEMOLTION/
REFLECTED
CEILING PLAN
AND
SCHEDULE
A3.0
SMSA #1022.17