HomeMy WebLinkAboutPermit D10-305 - WESTFIELD SOUTHCENTER MALL - PICTURE PEOPLE - LANDLORD PORTIONPICTURE PEOPLE
LANDLORD PORTI01vi
111 SOUTHCENTER MALL
D10 -305
City oftukwila
•
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone : 206-431-3670
Fax: 206 - 431 -3665
Web site: hto://www.ci.tukwila.wa.us
DEVELOPMENT PERMIT
Parcel No.: 9202470010
Address: 111 SOUTHCENTER MALL TUKW
Suite No:
Project Name: PICTURE PEOPLE - LANDLORD PORTION
Permit Number: D10-305
Issue Date: 12/29/2010
Permit Expires On: 06/27/2011
Owner:
Name: WESTFIELD PROPERTY TAX DEPT
Address: PO BOX 130940 , CARLSBAD CA 92013
Contact Person:
Name: WAYNE JOHNSON
Address: 4000 DELRIDGE WY SW #200 , SEATTLE WA 98106
Contractor:
Name: B N BUILDERS INC
Address: 2601 4 AV STE 350 , SEATTLE WA 98121
Contractor License No: BNBUII*990K3
Phone: 206 624 -2777
Phone: 206 382 -3443
Expiration Date: 09/12/2011
DESCRIPTION OF WORK:
LANDLORD BUILD OUT OF TENANT STOREFRONT AND RESTROOM
Value of Construction: $70,000.00 Fees Collected: $1,924.21
Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2009
Type of Construction: IIB 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
D10 -305 Printed: 12 -29 -2010
• •
Permit Center Authorized Signature: Date:
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 give authority to violate or cancel the provisions of any other state or local laws regulating
construction or the performance of am authorized to sign and obtain this development permit and agree to the conditions attached
to this permit.
Signature:
Print Name: 1\4A11'K-- .4
Date: I2 '29 10
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: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design
requirements of ASCE 7.
6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced
to the building structure.
7: 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.
8: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the
International Building Code and the Washington State Ventilation and Indoor Air Quality Code.
9: 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).
10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building
Department (206- 431 - 3670).
11: 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.
12: ** *FIRE DEPARTMENT CONDITIONS * **
13: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the
following concerns:
14: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at
doc: IBC -7/10
D10 -305 Printed: 12 -29 -2010
one extinguisher for each 3,000 sq. ft. of are a extinguisher(s) should be of the "all purpo 2A, 10 B:C) dry
chemical type. The travel distance to any e isher must be 75' or less. (IFC 906.3) (NFPA W-2.1)
15: 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)
16: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot
be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6)
17: 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)
18: 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)
19: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort.
(IFC 1008.1.8.3 subsection 2.2)
20: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle
is engaged from inside the tenant space. (IFC Chapter 10)
21: 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)
22: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10)
23: 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)
24: 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)
25: Maintain sprinkler 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)
26: 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)
27: 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. 2050).
28: 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 CONTROL PANEL.)
29: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require
relocation and/or addition of audible /visual notification devices. (City Ordinance #2051)
30: 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)
31: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this
project.
32: 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.
doc: IBC -7/10
D10 -305 Printed: 12 -29 -2010
33: Post address of store on storefront per "'roved Westfield standards.
34: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and
#2051)
35: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of
such condition or violation.
36: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at
(206) 575 -4407.
doc: IBC -7/10
D10 -305 Printed: 12 -29 -2010
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
hup .'LPII'11 -. C1 tukwila lt'a.0
Building Permit No. / t0Y- T5AJm-;
.
Mechanical Permit No.
Plumbing /Gas Permit No.
Public' Works Permit
r.,E
*c:.vu
Project No.
�a.
'`(For once use only)
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 **
King Co Assessor's Tax No.: 2.. % 04 — 'j O Z3
Site Address: I 1 1 Sourri -i 'V AU_ Suite Number: -72°ao Floor: 1
Tenant Name: l• J E 5 F EL
Property Owners Name: fit.( EA S0U.m -1 l��pL� � _ ' . r
Mailing Address: 2-3 G7 O S 01.1 L-0, lEL tIML/ L VGA' r'( ' 1 8 g
State Zip
New Tenant: ❑ Yes Z.No
City
CONTACT PERSON - who do we contact when your permit is ready,Ito be issued
, p ,'
Name: �,A�'r� lt� .� D t -Ni St r-1
Mailing Address: 4.0O0 ,e -It&C I ? - Si 4/ ,..pr
E -Mail Address: % t . Y i - / / &_SM S7 7 P L C-o r't
Day Telephone: 2LD (o • 624. 2777
SE/ 1771g Y1/2)
City State Zip
Fax Number: 2..4e>6
GENERAL;CONTRACTOR-INFORMATION -
(Contractor Information for Mechanical (pg a),for Plumbing and Gas; Piping (pg 5))
Company Name:
N0
P47ze-M /Aial 7Wis
Mailing Address:
Zip
Contact Person:
E -Mail Address:
Contractor Registration Number:
City
Day Telephone:
Fax Number:
Expiration Date:
State
ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record
Company Name:
Mailing Address: 'faro
tom- 4-
..,1660- "SW
Contact Person: I. I rA-/e— . -/ v ltt / St.)w
E -Mail Address: T%y6 Li ,SM ST>? l/Aee •
!ti/r9— 98/4 6
City
Day Telephone: 206
Fax Number:
State Zip
AV(' 2-7 7 7
• 62-K• 2173
ENGINEER„ OE RECORD - All plans must be wet stamped by- Engineer.of Record
Company Name:
Mailing Address:
Contact Person:
E -Mail Address:
Q: Applications\Forms- Applications On Line'3 -2006 - Permit Application.doc
Revised: 9 -2006
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City
Day Telephone:
Fax Number:
State
Zip
Page 1 of 6
BUILDING PERMIT INFORMATION -- 206 - 431 -3670
Valuation of Project (contractor's bid price): $ 70, O O CJ Existing Building Valuation: $
Scope of Work (please provide detailed information): Z. .-./A Leo ,ems �1 , 14 /L„& 1-€
b E l i Ar.Ar
Will there be new rack storage? ❑ Yes 'No If yes, a separate permit and plan submittal will be required.
oxide All
!ding Areas'' in Square Footage
lo'
1� Floor
Interior Remodel
Addition to
Existing
Structure
Ty,
Construct
IBC
Type of
Occupancy;,
IBC
2id Flo
Std Flooi
46 5, 7 z7
2Y/ Ito
Wo
/73�
/./
Floors
),/
1
/1
M
—11:4B
meat
Accessory
Attached Gi
Detached Gar
Attach
C
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? ❑ Yes No If "yes ", explain:
FIRE PROTECTION /HAZARDOUS MATERIALS:
KSprinklers )iir Automatic Fire Alarm ❑ None El Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? El Yes No
If ` yes , attach list of materials and storage locations on a separate 84/2" x 11 " paper including quantities and Material Sa ety 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\Forms- Applications On LineV -2006 - Permit Application. doc
Revised: 9 -2006
bh
Page 2 of 6
PERMIT APPLICATION NOTES —.Applicable to all permits in this application
,o4Pr AI
'uM tR
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 OA AUTHORIZED AGENT-
Signature: . Date: l /10t'
Print Name: W}T`%/ti&C - .■/d f>4 C - Day Telephone: 206 ' '6/24 ` Z7 7
Mailing Address: 'boo 7
b -,e �� 6 4 -" sal 2c`) - s :�-b I /' F %c /D 6
City State Zip
Date Application Accepted:
n o� \ 1
Date Application Expires:
10
I t I
Staff Initials:
/W
I
/
Q:Wpplications\Fonns- Applications On Line\9.2006 - 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: D10-305
Address: 111 SOUTHCENTER MALL TUKW Status: APPROVED
Suite No: Applied Date: 11/09/2010
Applicant: PICTURE PEOPLE - LANDLORD PORTION Issue Date:
Receipt No.: R10 -02582
Initials: JEM
User ID: 1165
Payment Amount: $1.00
Payment Date: 12/29/2010 03:51 PM
Balance: $0.00
Payee: MARK HILLIARD
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Cash
Authorization No.
ACCOUNT ITEM LIST:
Description
1.00
Account Code Current Pmts
BUILDING - NONRES
000.322.100 1.00
Total: $1.00
doc: Receiot -06 Printed: 12 -29 -2010
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. tukwi la. wa. us
RECEIPT
Parcel No.: 9202470010 Permit Number: D10-305
Address: 111 SOUTHCENTER MALL TUKW Status: APPROVED
Suite No: Applied Date: 11/09/2010
Applicant: PICTURE PEOPLE - LANDLORD PORTION Issue Date:
Receipt No.: R10 -02581
Initials:
User ID:
Payee:
JEM
1165
Payment Amount: $1,167.00
Payment Date: 12/29/2010 03:50 PM
Balance: $0.90
BNBUILDERS, INC.
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Check 55568 1,167.00
Authorization No.
ACCOUNT ITEM LIST:
Description
Account Code Current Pmts
BUILDING - NONRES 000.322.100
STATE BUILDING SURCHARGE 640.237.114
Total: $1,167.00
1,162.50
4.50
doc: Receipt-06 Printed: 12 -29 -2010
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: D10 -305
Address: 111 SOUTHCENTER MALL TUKW Status: PENDING
Suite No: Applied Date: 11/09/2010
Applicant: PICTURE PEOPLE - LANDLORD PORTION Issue Date:
Receipt No.: R10 -02257
Payment Amount: $756.21
Initials: JEM Payment Date: 11/09/2010 10:22 AM
User ID: 1165 Balance: $1,167.90
Payee: S.M. STEMPER ARCHITECTS
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Check 15753 756.21
Authorization No.
ACCOUNT ITEM LIST:
Description
Account Code Current Pmts
PLAN CHECK - NONRES
000.345.830 756.21
Total: $756.21
doc: Receiot -06 Printed: 11 -09 -2010
• .
•
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
.2._
Permit Inspection Request Line (206) 431-245.1
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Type of Inspection:
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Address:
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Date Wanted:
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Requester:
Phone No:
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APP roved per applicable codes.
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COMMENTS:
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ISPECTION FEE REG IRED. Priof to next inspection, fee must.be
at 6300 Southcenter Blvd.. Suite t00 . Call to schedule reinspection.
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INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila: WA 98188 te., (206) 431 -3670
Permit Inspection Request Line (206) 431 -2451
Pro'
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Type o_.f lflspection:
f r .i
Address: :: : i
I I t Yli 4-I L-
Date Called:
.. :. .-- ■
Special Instructions:
Date Wanted:
.2— 2-5— A
a.m.
p.m.
Requester:
Phone No:
EiApproved per applicable codes.
COMMENTS: /f,
ElCorrections required prior to approval. AA
:1
Inspe
I SPECTION F E REQUI ; ED. Prior o next inspection, fee must-
a' at 6300 SouthcenterlBlvd.; Suite 1)10. Call to schedule reinspection.
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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) 431 =2451
Oi -3os
Pr ct _
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TypeCof Inspection: -
S0 s, e_ f___; L1A%6
Address:
1tI Sc A
Date Called:
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Special Instructions:
Date Wanted:
'
`a m.
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Requester:
Phone
- -4 SS -33S
Approved•per applicable codes. • 0 Corrections required prior to approval.
COMMENTS:
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REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd:, Suite 100: Calt to schedule reinspection. •
•
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INSPECTION RECORD
Retain a copy with permit
• INSPECTION NO. PERMIT NW IL.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670
Permit Inspection Request Line (206) 431 -2451
Proje4 C ` .44/e
Type of Inspection:
Address:
Date Called:
Special Instructions: .......
.. .
N.
Date Wanted:
,/ —i0 —/,
_ p.m.
Requester:
Phone No:
4r. Approved per applicable codes.
•
EiCorrections required prior to approval
7
COMMENTS:
REI ECTION FEE. REQUI D. Prior to next inspection, fee must be
pai . - 6300 SouthcenterBly .• Suite 10 Catl•to schedule reinspection.
mrcwar•. mss , :TAW: ;LC,- •r..e • 4°24 "A"! .kair.r.ar• . • .,p• ••.rsp• :.,w.--•s-- - 1
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
l -Sad-7
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PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407
Pro'e
Prc -Lr.` e'e 4
Type of Inspection: .
S/ rover I -c,nop4L
Address: 1 i t S . C., M ''L C,.
Suite #:
Contact Person:
i+ .
Special Instructions:
Phone No.:
c9e4- 6C- C4 ()S-O
l- Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector:
4
5-
Date: 2- i r- I\
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
'u' 2."ia' :...�!c#+e1'n_'.•ata:. n2,*"..? -. .v.w. - -. ." :_..•.x -. *.i3.. '•_•.yC+: '1?k"..�sa
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy ' tith permit
D.I0 -
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PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
444 Andover Park East, Tukwila,Wa. 98188 " 206- 575 -4407
Project: p c'f"c,,,,, 9,091e, -
-
Type of Inspection:
:' 21,. .6/J owl 00/N10"4 C.
Address: 111. 5 C.
_Suite #: _ .
•
Contact Person:
0 ii
Monitor:
Special Instructions:
Pre -Fire:
Phone No.:
42.04- , 3 9
— ‘!,1-r
Approved per applicable codes.
riCorrections required prior to approval.
COMMENTS:
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Needs Shift Inspection:
p",047_5-- ,
Sprinklers:
Fire Alarm:
Hrs.: • 1. ,
Hood & Duct:
Monitor:
Pre -Fire:
Permits: _
ty
Occupancy Type:
Inspector:
p",047_5-- ,
Date:
/tjj1
Hrs.: • 1. ,
4!1 $.80.00.REINSPECTION...FEE REQUIRED. You will receive an invoice from
he ity of Tukwila Finance Department. Call to schedule a reinspection..
Word /Inspection Record Form.Doc
.1/13/06 .
T.F.D. Form F.P. 113
IxLazarl
&ASSOCIATES, INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING AND INSPECTION
DATE: 01 /20/2011
PROJECT #: 066 -11012
PROJECT: Picture People (Bldg. Space 728)
LOCATION: South Center Mall
FIELD
REPORT NO.: 11012DFRO12011 -jb
CONTRACTOR: BNBuilders, Inc.
PERMIT NO: D10 -305
INSPECTOR: Joe Bistryski
JURISDICTION: City of Tukwila
KRAZAN PROJECT MANAGER: Jay Martin WEATHER: Indoor
Krazan and associates representative on site as requested for epoxy dowel placement in the slab infill area at
back of store. The dowels placed were #4 bar at a depth of 4" into existing concrete at 18" O.C. mid depth.
Embed holes were cleaned using a wire brush and compressed air. The epoxy used was Simpson SET -XP
with an expiration date of 09/30/2012 and Lot # 885A482A. A total of (28) dowels were placed on this date.
The work noted was completed in accordance with SKI - 043008, approved plans and ICC- ES -ESR -2508.
Equipment/Asset Number(s):
To the best of my knowledge, the above WAS X / WAS NOT ❑ performed in accordance with the approved plans, specifications, and regulatory requirements.
Superintendent/Representative:
Technician
Joe. Bi7stvyski.
Offices Serving the Western United States
Form 1501 r.2
Effective Date: 12 -20 -07
The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission
of the client and Krazan & Associates.
M PERM CORD C
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D10 -305 DATE: 11/09/10
PROJECT NAME: PICTURE PEOPLE (LANDLORD PORTION)
SITE ADDRESS: 111 SOUTHCENTER MALL
X Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter # Revision # after Permit Issued
DEPARTMENTS:
B��Ildin /�%I�vlesio - `\ t V l
�ublic Wofk"s
AvL VA-
' F'i re Prevention U Planning Division I•I
Structural
nPermit Coordinator n
DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11/16/10
Complete
Comments:
Incomplete U
Not Applicable
n
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES/THURS ROUTING:
Building
Please Route Structural Review Required ❑ No further Review Required
REVIEWER'S INITIALS:
DATE:
APPROVALS OR CORRECTIONS:
Approved Approved with Conditions
Notation:
REVIEWER'S INITIALS:
DUE DATE: 12/09/10
Not Approved (attach comments) Ej
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections:
Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
Documents/routing slip.doc
2 -28 -02
King County
Department of Natural Resources and Parks
Wastewater Treatment Division
Non- Residential
Sewer Use Certification
• To be completed for all new sewer connections, reconnections or
change of use of existing connections.
• This form does not apply to repairs or replacements of existing
sewer connections within five years of disconnect.
Please Print or Type
ttt AO/L.--
Property Street Address
City
141k-
State ZIP
14.1E-A- So,LtatC6411174--
Owner's Name
Subdivision Name Lot #
Subdiv. # Block #
Building Name M,
(if applicable)
( 2-0 C ) :6 -`iail
Owner's Phone Number (with Area Code)
) -2 06 ^dot / i (M1LIS
Property Contact Phone Number (with Area Code)
Owner's Mailing Address
Sell Sb h4i
senTr1,9" 1.44-
For King County Use Only
Account #
No. of RCEs
Monthly Rate
Property Tax ID # Z"(° 2_3 a /
1oZ3
Party to be Billed (if different from owner)
A. Fixture Units
Fixture Units x Number of Fixtures = Total Fixture Units
Kind of Fixture
Fixture Units
No. of Fixtures
Total
Fixture Units
Public
Private
Public
Private
Bathtub and Shower
4
4
Shower, per head
2
2
Dishwasher
2
2
Drinking fountain (each head)
1
.5
Hose bibb (interior)
2.5
2.5
Clotheswasher or laundry tub
4
2
Sink, bar or lavatory
2
1
I
Sink, Clinic flushing
8
8
Sink, kitchen
3
2
Sink, other (service)
3
1.5
Sink, wash fountain, circle spray
4
3
Urinal, flush valve, 1 GPF
5
2
Urinal, flush valve, >1 GPF
6
2
Urinal, waterless
0
0
Water closet, tank or valve, 1.6 GPF
6
3
1
3
Water closet, tank or valve, >1.6 GPF
8
4
Total Fixture Units y
Residential Customer Equivalent (RCE)
20 fixture units equal 1.0 RCE
Total No. of Fixture Units
20
, 2
RCE
City or Sewer District _____/41 /1,41
Date of Connection
Side Sewer Permit #
Please report any demolitions of pre - existing building on this property.
Credit for a demolition may be given under some circumstances.
Demolition of pre- existing building? O Yes o
Was building on Sanitary Sewer? 'es 0 No
Was Sewer connected before 2/1/90? f Yes 0 No
Sewer disconnect date:
Type of building demolished?
Request to apply demolition credit to multiple buildings? D Yes No
B. Other Wastewater Flow
(in addition to Fixture Units identified in Section A)
Type of Facility /Process:
Estimated Wastewater Discharge:
Gallons /days
Residential Customer Equivalents (RCE):
187 gallons per day equals 1.0 RCE
Total Discharge (gal /day) =
187
C. Total Residential Customer Equivalents:
(add A & B) CIT O FK TL _ _LA
A NOV 0 9 2010
PERMIT CENTER
RCE
acE IA 0— SOS
Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge.
The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a
period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be
prepaid at a discounted amount. All future billings can be prepaid at a discounted amount.
Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206 - 684 -1740.
I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any
deviation will require resubmission of corrected data for determination of a revised capacity charge.
Signature of Owner /Representative
Date ///v
Print Name of Owner /Representative / ige- - ./Dy1! �S� .�j�/ %�r�
1 nSa oI7\ White, - Kinn r n, inty Volln,, - I nrnl C ry
Pink - Soutar C:,,'tnn, r .c.�,n...>
Contractors or Tradespeopleter Friendly Page
S
Page 1 of 1
General /Specialty Contractor
A business registered as a construction contractor with L8I 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 B N BUILDERS INC UBI No. 602056687
Phone 2063823443 Status Active
Address 2601 4Th Ave Ste 350 License No. BNBUII *990K3
Suite /Apt. License Type Construction Contractor
City Seattle Effective Date 5/23/2001
State WA Expiration Date 9/12/2011
Zip 98121 Suspend Date
County King Specialty 1 General
Business Type Corporation Specialty 2 Unused
Parent Company
Other Associated Licenses
License
Name
Type
Specialty
1
Specialty
2
Effective
Date
Expiration
Date
Status
WESTESL913K1
WESTERN STATES
LOGISTIX LLC
Construction
Contractor
General
Unused
5/8/2009
5/8/2011
Active
BASTINB0000J
BASTIAN NIELSEN
BUILDERS INC
Construction
Contractor
General
Unused
9/11/2000
9/7/2001
Archived
PURODSI984JN
PURODI SYSTEMS
INC
Construction
Contractor
Plumbing
Unused
6/19/2002
7/2/2010
Expired
Business Owner Information
Name
Role
Effective Date
Expiration Date
BASTIAN, BRAD
President
https: // fortress .wa.gov /lni/bbip /Print.aspx 12/29/2010
WESTFIELD MALL AT SOUTHCENTER
TENANT STOREFRONT
111 SOUTHCENTER:IDD::::ir::(0 WEDFOq
PLnNCE
�;. luw
IVIPInkr
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 NE LANDLORD WORK IN
PREPARATION FOR FUTURE TENANT.
SITE INFO( 1ATION:
TENANT SPACE 128
TENANT ADDRESS:
Ill SOUTHCENTER
TUKWILA, WA 98188
TAX PARCEL NUMBER:
262304 -9023
ZONING USE:
TUC - TUKWILA URBAN CENTER
SEPARATE PERMIT
REQUIRED FOR:
Richanital
ID Meet**
Plumbing
tou PIPINI
City of Tukwila
, BUILDING DIVISION
TENANT IMPROVEMENT SUMMARY:
TOTAL EXISTING SQUARE FEET:
1,136 SF.
TOTAL REVISED SQUARE FEET:
1,136 SF - NO ADDITIONAL TENANT SQUARE FEET AS PART OF THIS WORK
OCCUPANCY GROUP:
WESTFIELD MALL - M - COVERED MALL
OCCUPANCY LOAD (TABLE 1004.1.1):
OCCUPANCY LOAD FACTOR -
RETAIL AREA: 1,265 SF / 30 = 43
STORAGE AREA: 330 SF / 300 : 2
RESTROOM AREA: 60 SF - NOT PART OF OCCUPANT LOAD AREA
MISC. SQUARE FEET - WALL THICKNESS ETC.: 81 SF
TOTAL OCCUPANCY LOAD FACTOR = 45
EGRESS REQUIREMENTS:
PER TABLE 1015.1 THE MAXIMUM OCCUPANT LOAD FOR ONE EXIT WITHIN
OCCUPANCY TYPE 'M' IS 49. (TABLE 1015.1) OCCUPANCY LOAD IS 45
THEREFORE ONE EXIT IS REQUIRED. TWO EXITS ARE PROVIDED
THEREFORE OK
MINIMUM CORRIDOR WIDTH OF 44" - EXISTING AND PROVIDED THEREFORE
ACCEPTABLE
EGRESS WIDTH - 45 (2) : 9 INCHES - PAIR OF 36" WIDE DOORS SHALL BE
PROVIDED AT MALL STOREFRONT AND EXISTING EXIT DOOR TO BACK OF
HOUSE CORRIDOR IS 36" 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 A 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 402.4.5.1 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 402.12 - 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. OCCUPANCY LOAD IS 45 THEREFORE SEPARATE FACILITIES IS NOT
REQUIRED.
General Notes
I. ALL WORK TO BE PEP:FORMED 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 IN 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 51-1OWN 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 i" 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 -1013C 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 PLUMING ITEMS PENETRATE PARTITIONS, STUDS SHALL BE BRACED AND
FRAMED TO STRUCTURE AS REQUIRED TO PROVIDE ADEQUATE SUPPORT. ALL PENETRATIONS THROUGH RATED WALLS SHALL 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 IN PREPARATION FOR FUTURE TENANT.
WORK SHALL INCLUDE, BUT NOT BE LIMITED TO:
- CONSTRUCTION OF NEW TENANT MALL STOREFRONT
- CONSTRUCTION OF NEUTRAL PIERS AT TENANT MALL
STOREFRONT
INSTALLATION OF TYPE X GYPSUM WALL BOARD ON
EXISTING WALLS WITHIN TENANT SPACE AND PAINT
EXISTING DESIGNATED WALLS TO A LEVEL 4 FINISH
- CONSTRUCTION OF RESTROOM FACILITIES FOR TENANT
SPACE.
- INSTALLATION OF SUSPENDED ACOUSTICAL CEILING
AND GRID TO BE COORDINATED WITH OWNER AND
TENANT.
Drawing Index
ARCHITECTURAL
T0.0 TITLE - COVER SHEET
A1.0 FLOOR PLAN AND DETAILS
A2.0 ELEVATION, WALL SECTIONS, AND DETAILS
A3.0 SCHEDULES AND DETAILS
Separate Permits
THE FOLLOWING ITEMS SHALL BE UNDER SEPARATE PERMIT
SUBMITTED BY CONTRACTOR OR TENANT:
- INTERIOR TENANT IMPROVEMENT
- FIRE ALARM
- FIRE SPRINKLER
- MECHANICAL
- ELECTRICAL
- PLUMBING
MPRSV
ENTS
,ate t,ee fe,A,-.er,1
/-� `lam -��
al PLeAfr. -1115-17f/ Oc -C'cvpe G01W,
F L►Z COPY
Permit No. , VW -4)(g ,
Plan review approval le sublect to errors and omissions.
Approval of construction documents does not authorize
the violation of any adopted code or ordnance. Receipt
of approved Field Copy and •
era �
DID \ .2221.1 c�
City t 1% MIa
BUILDING DIVISION
Project Directory
WEA SOUTHCENTER, LLC
2800 Southcenter
Seattle, WA 98188
SENIOR GENERAL MANAGER:
ANDREW CIARROCHI
T - 206246.0423
F - 2062448601
MALL OPERATIONS:
PAT BURNS
T - 206246.0423
F - 2062448601
C - 206186.9011
PBURNSeWESTF IELD.COM
ARCHITECT
511. STEMPER ARCHITECTS, PLL.C.
4000 Delridge Way SW Suite 200
Seattle, Washington 98106
CONTACT: WAYNE JOHNSON, PROJECT MANAGER
(206) 624 -2111
(206) 624 -2913 FAX
wayneesmstemper.com
REVISIONS
No changer:, shall be made to the scope
of rm.-% without prior approval of
7' ` " °.:;la Building Division.
NOTE: Rev:3i ,ls will require a new plan subml+
and may in °ude additional plan review fees.
Site Plan
TENANT SPACE
111 SOUTHCENTER
mervyKs
2 LEVELS
macys
4 LEVELS
XISTING
ey
JCPenn
3 E LEVELS
III I t
In `I'` .
ii
Ili "� �IIIIIII�
��lll!fV�li�
CI OFT 1KIMLP`
NOV 0 2010
PERMIT CENTER
Wthe[t
South cen ter
633 Southcanter Parkway
Thkda, 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 DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE
ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S
PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S
NAME. AU. DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWWG ARE
FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED
OTHERYASE 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) 824 -2777 • FAX (206) 624 -2973
MPROVEMENTS
TENANT STOREFRONT LANDLORD
ISSUE
AT TENANT SPACE 728
ISSUE
PERMIT SET
DATE:
NOV. 8, 2010
PROJECT ARCHITECT
WEJ
PROJECT MANAGER
WEJ
TITLE - COVER
SHEET
T0.O
SMSA #1022.16
EXISTING
ADJACENT TENANT
SPACE
58' -1"
13' -2"
SI -3"
EXISTING
ADJACENT
TENANT
SPACE
2' -6" J,
(E) ELECTRICAL
PANEL
RE: ELECT.
/
3A
/
3A
FUTURE TENANT
STORAGE AREA
/
/
(E) GUM SOFFIT
HEADER ABOVE
(E) DOOR
TO REMAIN
3A
TYP.
0
A
0
RESTROOM
N
N
L 1
3A
Ir
143.0
VACTTENANT
SPE
100
n
P
3,4
FUTURE TENANT
RETAIL AREA 7
ENTRY BULKHEAD
ABOVE
FUTURE WALLS / CONSTRUCTION
BY TENANT
3f3
4,4
((V
(E) FINS AT
BULKHEAD TO
BE DEMOLISHED
ALUMINUM
STOREFRONT
WITH
GLAZING
GLASS
ENTRY
DOORS
148
EXISTING BACK
OF HOUSE -
CORRIDOR —tea
(E) DOOR
TO REMAIN
I
1 3/4" J' -10I
EXISTING
ADJACENT
TENANT
SPACE --\
(E) GWB SOFFIT
HEADER
PATCH GLOB -
PAINT LEVEL 4
FINISH
EXISTING
ADJACENT TENANT
SPACE
2 X 2 LAY IN LIGHT
FIXTURE
RE: ELECTRICAL
- TYPICAL
MECHANICAL
DIFFUSER
RE: MECHANICAL
TYPICAL
MALL
COMMON
AREA
ALUMINUM
STOREFRONT
WITH
GLAZING
(E) FINS AT
BULKHEAD OVER
DOOR TO BE
DEMOLISHED
PATCH AND PAINT
GWB
GWB SOFFIT AT
14' -0" AFF
GWB SOFFIT AT
10' -2" AFF
VACANT
TENANT SPACE
100
I1' -0"
MECHANICAL
D FFUSER
RE: MECHANICAL
GLOB SOFFIT AT
14' -0" AFF
REF ECTED CEILING PLAN
1/4" = 1' -0"
EXISTING SACK
OF HOUSE -
CORRIDOR
(E) FINS TO BE
DEMOLISHED AT
BULKHEAD -
ABOVE TENANT
SPACE, NEUTRAL
PIER AND DOOR
(E) TENANT
DEMISING WALL
TO REMAIN
LEASE LINE
DEMO EXISTING METAL
REVEAL - TYPICAL
EACH SIDE OF NEUTRAL
PIER
3
(E) ADJACENT
TENANT
STOREFRONT TO
REMAIN
GWB - PRIME TO
LEVEL 4 FINISH -
TYPICAL
GWB - PRIME TO
LEVEL 4 FINISH
LEASE LINE
(E) TENANT
DEMISING WALL
TO REMAIN
OUTLINE OF (E)
BULKHEAD ABOVE
DEMO (E) FINS
+ I' -10"
2' -b"
v
3"
DEMO EXISTING
STONE FINISH - FULL HEIGHT
OF EXISTING NEUTRAL PIER
NEUTRAL PIER DETAIL
1 1/2" = 1' -0"
DEMO EXISTING
STONE FINISH - FULL
HEIGHT OF EXISTING
NEUTRAL PIER
± I' -10"
DEMO EXISTING METAL
REVEAL - TYPICAL
EACH SIDE OF NEUTRAL
PIER
OUTLINE OF (E)
BULKHEAD ABOVE
DEMO (E) FINS
GWB - PAINT TO
LEVEL 4 FINISH
12" STONE BASE
- AS REQUIRED
AT NEUTRAL
PIER
REVEAL
ALUMINUM MALL
STOREFRONT
FRAME - ALIGN
TO LEASE LINE
N
REVEAL
2' -b"
NEUTRAL PIER DETAIL
GWB - PAINT TO LEVEL
4 FINISH
1 1/2" = 1' -0"
(E) BULKHEAD TO REMAIN
%<
(E) FINS AND PLYWOOD TO BE
DEMOLISHED ALONG TENANT BULKHEAD
AND ACROSS ADJACENT NEUTRAL PIERS
METAL STUD FRAMING
AND GLIB BULKHEAD -
PRIME LEVEL 4 FINISH
TYPICAL BULKHEAD DETAIL
1 1/2" = 1' -0"
FLOOR PLAN 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 COORDINATE WITH TENANT CONTRACTOR IN AN EFFORT TO
MINIMIZE DISCREPANCIES THROUGHOUT CONSTRUCTION.
3. EXISTING WALLS ADJACENT TO TENANT SPACE SHALL REMAIN- LEAVING MN. 6"
GAP AT TOP OF WALL FOR PROPER PLENUM AIR FROM FINISH WALL PER FINISH
SCHEDULE.
4. DATA/ELECTRICAL ARE SHOUN FOR REFERENCE ONLY. ELECTRICAL DESIGN
SHALL BE SUBMITTED BY CONTRACTOR AND PERMITTED UNDER SEPARATE PERMIT.
5. 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 402.15.4, 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.
8. CONTRACTOR SHALL PRIME ALL WALLS, SOFFITS, AND BULKHEADS TO LEVEL 4
FINISH. NEUTRAL PIER AND MALL CONCOURSE AREAS TO BE PAINTED TO LEVEL 4
FINISH.
)5 THICK GLAZING -
TEMPERED -BUTT
GLAZED
LEASE LINE
)5 THICK GLAZING -
TEMPERED -BUTT
GLAZED
ALUM. MALL
STOREFRONT
FRAME - ALIGN
TO LEASE LINE
LEASE LINE
TOP OF STOREFRONT
I5' -6 ""
ALUMINUM BREAK
METAL SHAPE ABOVE
STOREFRONT
35/6" METAL STUD FRAMING
AND GWB - PRIME TO
LEVEL 4 FINISH PROVIDE
DIAG. BRACING AT MINIMUM
4' -0" O.G.
TOP OF STOREFRONT
14' -010
ALUMINUM
STOREFRONT FRAMING
AND GLAZING
I REVIEWED FOR
CODE COMPLIANCE
BUI A pppnvO
DEC 0 6 2010
City of Tukwila
tn�
REFELECTED CEILING PLAN NOTES:
NG DIVISION
1. 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.ACOUSTICAL CEILING TILE SHALL BE EQUIVALENT TO USG FROST CLIMAPLUS, 2 X 2
X %" THICK WITH SLB EDGE - ITEM NUMBER 414 WITH GRID A DONN DX /DXL
3. CONTRACTOR SHALL SEISMICALLY BRACE SUSPENDED CEILING GRID SYSTEM
PER LOCAL JURISDICTIONAL REQUIREMENTS.
4. LIGHTING IS SHOWN FOR REFERENCE ONLY AS ELECTRICAL IS DESIGN BUILD BY
CONTRACTOR CONTRACTOR SHALL COORDINATE WITH TENANT LIGHTING PLANS
AND WESTFIELD THROUGHOUT CONSTRUCTION.
5. MECHANICAL DIFFUSERS ARE SHOWN FOR REFERENCE ONLY AS MECHANICAL IS
DESIGN BUILD BY CONTRACTOR CONTRACTOR SHALL COORDINATE WITH TENANT
MECHANICAL PLANS AND WESTFIED THROUGHOUT CONSTRUCTION.
6. EGRESS PATHWAY LIGHTING SHALL BE UNDER TENANT SCOPE OF WORK AND
SHALL BE COORDINATED WITH CONTRACTOR
No3os'
RECEIV�p
CIiYOFTUKWILA
NOV 09 2010
PERMIT CANTER
igstfleki
South cen ter
633 Sautho.nt.r Parkway
•IUkwla, WA., 98188 -2888
206 -246 -0423
WESTFIELD DESIGN &
CONSTRUCTION
11601 Wilshire Boulevard, 11th
Floor Los Angeles, California
90025 -1748
Telephone 310 478 4456
Facsimile 310 478 4468
THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE
ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S
PERMISSION AND UNLESS THE REPRODUCRON CARRIES THE ARCHITECT'S
NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE ORATING 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
(206) 624 -2777 • FAX (206) 624 -2973
MPROVEMENTS
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DATE:
NOV. 8, 2010
PROJECT ARCHITECT
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PROJECT MANAGER
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FLOOR PLAN
DETAILS
A1.0
SMSA #1022.16
.
>
,
I
, ,
_____ ........._
\
,
I..,
_.
GWB - PRIME TO
LEVEL 4 FINISH -
TYPICAL
GWB - PRIME TO
LEVEL 4 FINISH
LEASE LINE
(E) TENANT
DEMISING WALL
TO REMAIN
OUTLINE OF (E)
BULKHEAD ABOVE
DEMO (E) FINS
+ I' -10"
2' -b"
v
3"
DEMO EXISTING
STONE FINISH - FULL HEIGHT
OF EXISTING NEUTRAL PIER
NEUTRAL PIER DETAIL
1 1/2" = 1' -0"
DEMO EXISTING
STONE FINISH - FULL
HEIGHT OF EXISTING
NEUTRAL PIER
± I' -10"
DEMO EXISTING METAL
REVEAL - TYPICAL
EACH SIDE OF NEUTRAL
PIER
OUTLINE OF (E)
BULKHEAD ABOVE
DEMO (E) FINS
GWB - PAINT TO
LEVEL 4 FINISH
12" STONE BASE
- AS REQUIRED
AT NEUTRAL
PIER
REVEAL
ALUMINUM MALL
STOREFRONT
FRAME - ALIGN
TO LEASE LINE
N
REVEAL
2' -b"
NEUTRAL PIER DETAIL
GWB - PAINT TO LEVEL
4 FINISH
1 1/2" = 1' -0"
(E) BULKHEAD TO REMAIN
%<
(E) FINS AND PLYWOOD TO BE
DEMOLISHED ALONG TENANT BULKHEAD
AND ACROSS ADJACENT NEUTRAL PIERS
METAL STUD FRAMING
AND GLIB BULKHEAD -
PRIME LEVEL 4 FINISH
TYPICAL BULKHEAD DETAIL
1 1/2" = 1' -0"
FLOOR PLAN 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 COORDINATE WITH TENANT CONTRACTOR IN AN EFFORT TO
MINIMIZE DISCREPANCIES THROUGHOUT CONSTRUCTION.
3. EXISTING WALLS ADJACENT TO TENANT SPACE SHALL REMAIN- LEAVING MN. 6"
GAP AT TOP OF WALL FOR PROPER PLENUM AIR FROM FINISH WALL PER FINISH
SCHEDULE.
4. DATA/ELECTRICAL ARE SHOUN FOR REFERENCE ONLY. ELECTRICAL DESIGN
SHALL BE SUBMITTED BY CONTRACTOR AND PERMITTED UNDER SEPARATE PERMIT.
5. 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 402.15.4, 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.
8. CONTRACTOR SHALL PRIME ALL WALLS, SOFFITS, AND BULKHEADS TO LEVEL 4
FINISH. NEUTRAL PIER AND MALL CONCOURSE AREAS TO BE PAINTED TO LEVEL 4
FINISH.
)5 THICK GLAZING -
TEMPERED -BUTT
GLAZED
LEASE LINE
)5 THICK GLAZING -
TEMPERED -BUTT
GLAZED
ALUM. MALL
STOREFRONT
FRAME - ALIGN
TO LEASE LINE
LEASE LINE
TOP OF STOREFRONT
I5' -6 ""
ALUMINUM BREAK
METAL SHAPE ABOVE
STOREFRONT
35/6" METAL STUD FRAMING
AND GWB - PRIME TO
LEVEL 4 FINISH PROVIDE
DIAG. BRACING AT MINIMUM
4' -0" O.G.
TOP OF STOREFRONT
14' -010
ALUMINUM
STOREFRONT FRAMING
AND GLAZING
I REVIEWED FOR
CODE COMPLIANCE
BUI A pppnvO
DEC 0 6 2010
City of Tukwila
tn�
REFELECTED CEILING PLAN NOTES:
NG DIVISION
1. 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.ACOUSTICAL CEILING TILE SHALL BE EQUIVALENT TO USG FROST CLIMAPLUS, 2 X 2
X %" THICK WITH SLB EDGE - ITEM NUMBER 414 WITH GRID A DONN DX /DXL
3. CONTRACTOR SHALL SEISMICALLY BRACE SUSPENDED CEILING GRID SYSTEM
PER LOCAL JURISDICTIONAL REQUIREMENTS.
4. LIGHTING IS SHOWN FOR REFERENCE ONLY AS ELECTRICAL IS DESIGN BUILD BY
CONTRACTOR CONTRACTOR SHALL COORDINATE WITH TENANT LIGHTING PLANS
AND WESTFIELD THROUGHOUT CONSTRUCTION.
5. MECHANICAL DIFFUSERS ARE SHOWN FOR REFERENCE ONLY AS MECHANICAL IS
DESIGN BUILD BY CONTRACTOR CONTRACTOR SHALL COORDINATE WITH TENANT
MECHANICAL PLANS AND WESTFIED THROUGHOUT CONSTRUCTION.
6. EGRESS PATHWAY LIGHTING SHALL BE UNDER TENANT SCOPE OF WORK AND
SHALL BE COORDINATED WITH CONTRACTOR
No3os'
RECEIV�p
CIiYOFTUKWILA
NOV 09 2010
PERMIT CANTER
igstfleki
South cen ter
633 Sautho.nt.r Parkway
•IUkwla, WA., 98188 -2888
206 -246 -0423
WESTFIELD DESIGN &
CONSTRUCTION
11601 Wilshire Boulevard, 11th
Floor Los Angeles, California
90025 -1748
Telephone 310 478 4456
Facsimile 310 478 4468
THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE
ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S
PERMISSION AND UNLESS THE REPRODUCRON CARRIES THE ARCHITECT'S
NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE ORATING 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
(206) 624 -2777 • FAX (206) 624 -2973
MPROVEMENTS
0
0
J
0
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ISSUE
AT TENANT SPACE 728
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W Q
D 0 J
ISSUE
PERMIT SET
DATE:
NOV. 8, 2010
PROJECT ARCHITECT
WEJ
PROJECT MANAGER
WEJ
FLOOR PLAN
DETAILS
A1.0
SMSA #1022.16
DEMOLISH (E) FINS, PATCH AND
PAINT GWB TO LEVEL 4 FINISH
uiI
ADJACENT TENANT STOREFRONT
AND NEUTRAL PIER TO REMAIN
BOTTOM OF MULLION
10' -0"
METAL SW FRAMING AND GWB
NEUTRAL PIER - PAINT TO LEVEL
4 FINISH.
(E) DOOR AT CORRIDOR
TO REMAIN
1/2" ALUM. REVEAL
EACH SIDE OF NEUTRAL
PIER - TYPICAL
FINISH FLOOR
0' -0"
DEMO (E) FINS AT
TENANT STOREFRONT
AND NEUTRAL PIERS
/
/
/
%" GLAZING TYPICAL
AT TRANSOM GLASS - TYPICAL
2
A2.0
NO GLAZING
THIS PANEL —\
/
/
/
/
/
/
/
/
/
10
a>•
A2.0
I
I
A2.0
•
— HARDWARE - SEE
SCHEDULE
1
•
A2.0
8
4
A2.0
A2.0
\\
4
_
A1.0
11
A2.0
2
A2.0
NO GLAZING
THIS PANEL —\
/
/
/
/
/
/
/
/
ADJACENT TENANT
STOREFRONT
TO REMAIN
METAL STUD FRAMING
AND GWB
NEUTRAL PIER -
PAINT TO LEVEL
4 FINISH.
1/2" ALUM. REVEAL
EACH SIDE OF NEUTRAL
PIER - TYPICAL
STOREFRONT ELEVATION
1/2" = 1' -0"
LEASE LINE
TOP OF STOREFRONT
ALUMINUM BREAK METAL
SHAPE ABOVE STOREFRONT
TOP OF STOREFRONT
I4' -0 ""
ALUMINUM TUBE AT HEAD
12" HIGH STONE
TILE BASE - OFCI
METAL STUD BRACING BACK
TO STRUCTURE AS REQUIRED
(E) BULKHEAD
ALUM. STOREFRONT
FRAMING (BUTT GLAZED
VERTICAL JOINTS
WITH X" GLAZING -
TEMPERED
3 %" METAL STUD FRAMING
AND GWB - PRIME LEVEL 4
FINISH
BOTTOM OF MULLION
10' -0"
ALUMINUM TUBE FOR
TENANT SIGNAGE
ALUMINUM STOREFRONT
FRAMIN WIN GLAZING
4) FINISH FLOOR
01 -0"
METAL STUD FRAMING
AND GWB BULKHEAD
ALUM. STOREFRONT
FRAME WITH
CONCEALED DOOR
CLOSER
fGLASS ENTRY DOORS
- SEE SCHEDULE
HARDWARE - SEE
SCHEDULE
CWALL SECTION AT DOOR
1/2" =1 -0
ALUMINUM STOREFRONT
SILL BELOW
X" THICK TEMPERED
GLAZING - TYPICAL
41i" X 4 1/2" COME
ALUMINUM STOREFRONT
FRAMING - TYPICAL
CORNER DETAIL
4" WIDE ALUM. STOREFRONT
FRAMING AT COWERS
TYPICAL
OUTLINE OF DOOR FRAM
(HEADER BELOW)
METAL STUD FRAMING
AT BULKHEAD
%" GWB - BULKHEAD
PRIME TO LEVEL 4 FINISH
PAIR OF GLASS
ENTRY DOORS
RE: SCHEDULE
BACKER ROD
AND CAULK
AT JAMB
ALUMINUM STOREFRONT
SILL BELOW
3/8" THICK TEMPERED
GLAZING AT TRANSOM----
- TYPICAL
4 1/2" X 4 1/2" CORNER
ALUMINUM STOREFRONT
FRAMING - TYPICAL
1/2" = 1' -0"
X" THICK TEMPERED
GLAZING - TYPICAL
ALUMINUM STOREFRONT
SILL BELOW
4 1/2" X 4 1/2" CO
ALUMINUM STOREFRONT
FRAMING - TYPICAL
CORNER DETAIL
ALUMINUM STOREFRONT
SILL BELOW
)4" THICK TEMPERED
GLAZING - TYPICAL
41/2 "X41/2 "C
ALUMINUM STOREFRONT
FRAMING - TYPICAL
JAMB DETAIL AT BULKHEAD
1/2" = 1' -0"
1 1/2" = 1' -0"
1%" x HORIZONTAL
TUBE ABOVE ALCOVE
FOR SIGNAGE
CORNER DETAIL
1 1/2" = 1' -0"
1 %" HIGH ALUM. STOREFRONT
FRAMING AT SILL
12" HIGH STONE
TILE BASE - OFCI
HEAD DETAIL
ALUMINUM BREAK METAL
MATCH COLOR OF
STOREFRONT
METAL STUD FRAMING
AT MALL BULKHEAD
5 /s" GM TYPICAL -
PRIME SOFFIT -
LEVEL 4 FINISH
BACKER ROD
AND CAULK
AT JAMB
ALUMINUM STOREFRONT
FRAMING AT HEAD
3/8" THICK TEMPERED
GLAZING
TYPICAL
1/2" = 1' -0"
SILL DETAIL
X" THICK TEMPERED
GLAZING
TYPICAL
DEMO (E) FINS
LEASE LINE
TOP OF STOREFRONT
15' -6 ""
ALUMINUM BREAK METAL
SHAPE ABOVE STOREFRONT
45 TOP OF STOREFRONT
(E) BULKHEAD
141 -0"
35a" METAL STUD FRAMING
AND GWB SOFFIT - PAINT LEVEL
4 FINISH
0
GWB BULKHEAD BEYOND
ABOVE ENTRY DOORS
3/ i GLAZING AT
TRANSOM - TYPICAL
BOTTOM OF MULLION
10' -0"
ALUMINUM STOREFRONT
FRAMING WITH GLAZING
X" GLAZING AT WALKING
LEVEL HEIGHT - LOWER
GLASS
ALUMINUM STOREFRONT
FRAMING AT SILL
BACKER ROD
AND CAULK
AT SILL - FINISH FLOOR
1 1/2" = 1' -0"
FINISH FLOOR
0' -0"
GWB BULKHEAD
PRIME - LEVEL 4 FINISH
ALUM. STOREFRONT
FRAME
GLASS ENTRY DOORS
BEYOND
REVIEWED FOR
CODE COMPLIANCE
APD fVED
DEC 0 6 2010
City of Tukwila
BUILDING DIVIsInN
WALL SECTION AT DISPLAY
1/2" = 1' -0"
HORIZ. MULLION DETAIL
1/2" = 1' -0"
TRANSOM DETAIL
»' GAP - MAXIMUM
1/2" THICK TEMPERED
GLAZING TYPICAL AT LOWER
GLASS AND
34" AT TRANSOM GLASS
ALUMINUM STOREFRONT
FRAMING BEYOND
GLAZING CLIPS
AS REQUIRED
VERTICAL BUTT JOINT
1/2" = 1' -0"
ALUMINUM TUBE STOREFRONT
FRAMING AT ALCOVE
ALUMINUM STOREFRONT
FRAMING BEYOND
to3Os
cmSTUKILn
NOV 0 9 2010
PERMIT CENTER
'Wad&
Southcenter
833 Sauthoant.r Parkway
7"kwla, WA., 98188 -2888
206- 246 -0423
WESTFIELD DESIGN &
CONSTRUCTION
11601 Wilshire Boulevard, 11th
Floor Los Angeles, California
90025 -1748
Telephone 310 478 4456
Facsimile 310 478 4468
THIS DRAWING IS AN INSTRUMENT OF SERVICE. IS THE PROPERTY OF THE
ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S
PERMISSION AND UNLESS THE REPRODUCDON CARES THE ARCHITECTS
NAME. ALL DESCH AND 01HER INFORMATION SHOWN ON THE DRAWING 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 Lability Company
4000 DELRIDGE WAY SW
SUITE 200 • SEATTLE, WA 98108
(206) 624 -2777 • FAX (206) 624 -2973
MPROVEMENTS
a
0
J
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J
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0
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W
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F—
F—
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11.1
F—
ISSUE
AT TENANT SPACE 728
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wQ
Q
0J
ISSUE
PERMIT SET
DATE:
NOV. 8, 2010
PROJECT ARCHITECT
WEJ
PROJECT MANAGER
WEJ
ELEVATION
WALL SECTION
AND
DETAILS
A2.0
SMSA #1022.16
I
A2.0
•
— HARDWARE - SEE
SCHEDULE
•
ADJACENT TENANT
STOREFRONT
TO REMAIN
METAL STUD FRAMING
AND GWB
NEUTRAL PIER -
PAINT TO LEVEL
4 FINISH.
1/2" ALUM. REVEAL
EACH SIDE OF NEUTRAL
PIER - TYPICAL
STOREFRONT ELEVATION
1/2" = 1' -0"
LEASE LINE
TOP OF STOREFRONT
ALUMINUM BREAK METAL
SHAPE ABOVE STOREFRONT
TOP OF STOREFRONT
I4' -0 ""
ALUMINUM TUBE AT HEAD
12" HIGH STONE
TILE BASE - OFCI
METAL STUD BRACING BACK
TO STRUCTURE AS REQUIRED
(E) BULKHEAD
ALUM. STOREFRONT
FRAMING (BUTT GLAZED
VERTICAL JOINTS
WITH X" GLAZING -
TEMPERED
3 %" METAL STUD FRAMING
AND GWB - PRIME LEVEL 4
FINISH
BOTTOM OF MULLION
10' -0"
ALUMINUM TUBE FOR
TENANT SIGNAGE
ALUMINUM STOREFRONT
FRAMIN WIN GLAZING
4) FINISH FLOOR
01 -0"
METAL STUD FRAMING
AND GWB BULKHEAD
ALUM. STOREFRONT
FRAME WITH
CONCEALED DOOR
CLOSER
fGLASS ENTRY DOORS
- SEE SCHEDULE
HARDWARE - SEE
SCHEDULE
CWALL SECTION AT DOOR
1/2" =1 -0
ALUMINUM STOREFRONT
SILL BELOW
X" THICK TEMPERED
GLAZING - TYPICAL
41i" X 4 1/2" COME
ALUMINUM STOREFRONT
FRAMING - TYPICAL
CORNER DETAIL
4" WIDE ALUM. STOREFRONT
FRAMING AT COWERS
TYPICAL
OUTLINE OF DOOR FRAM
(HEADER BELOW)
METAL STUD FRAMING
AT BULKHEAD
%" GWB - BULKHEAD
PRIME TO LEVEL 4 FINISH
PAIR OF GLASS
ENTRY DOORS
RE: SCHEDULE
BACKER ROD
AND CAULK
AT JAMB
ALUMINUM STOREFRONT
SILL BELOW
3/8" THICK TEMPERED
GLAZING AT TRANSOM----
- TYPICAL
4 1/2" X 4 1/2" CORNER
ALUMINUM STOREFRONT
FRAMING - TYPICAL
1/2" = 1' -0"
X" THICK TEMPERED
GLAZING - TYPICAL
ALUMINUM STOREFRONT
SILL BELOW
4 1/2" X 4 1/2" CO
ALUMINUM STOREFRONT
FRAMING - TYPICAL
CORNER DETAIL
ALUMINUM STOREFRONT
SILL BELOW
)4" THICK TEMPERED
GLAZING - TYPICAL
41/2 "X41/2 "C
ALUMINUM STOREFRONT
FRAMING - TYPICAL
JAMB DETAIL AT BULKHEAD
1/2" = 1' -0"
1 1/2" = 1' -0"
1%" x HORIZONTAL
TUBE ABOVE ALCOVE
FOR SIGNAGE
CORNER DETAIL
1 1/2" = 1' -0"
1 %" HIGH ALUM. STOREFRONT
FRAMING AT SILL
12" HIGH STONE
TILE BASE - OFCI
HEAD DETAIL
ALUMINUM BREAK METAL
MATCH COLOR OF
STOREFRONT
METAL STUD FRAMING
AT MALL BULKHEAD
5 /s" GM TYPICAL -
PRIME SOFFIT -
LEVEL 4 FINISH
BACKER ROD
AND CAULK
AT JAMB
ALUMINUM STOREFRONT
FRAMING AT HEAD
3/8" THICK TEMPERED
GLAZING
TYPICAL
1/2" = 1' -0"
SILL DETAIL
X" THICK TEMPERED
GLAZING
TYPICAL
DEMO (E) FINS
LEASE LINE
TOP OF STOREFRONT
15' -6 ""
ALUMINUM BREAK METAL
SHAPE ABOVE STOREFRONT
45 TOP OF STOREFRONT
(E) BULKHEAD
141 -0"
35a" METAL STUD FRAMING
AND GWB SOFFIT - PAINT LEVEL
4 FINISH
0
GWB BULKHEAD BEYOND
ABOVE ENTRY DOORS
3/ i GLAZING AT
TRANSOM - TYPICAL
BOTTOM OF MULLION
10' -0"
ALUMINUM STOREFRONT
FRAMING WITH GLAZING
X" GLAZING AT WALKING
LEVEL HEIGHT - LOWER
GLASS
ALUMINUM STOREFRONT
FRAMING AT SILL
BACKER ROD
AND CAULK
AT SILL - FINISH FLOOR
1 1/2" = 1' -0"
FINISH FLOOR
0' -0"
GWB BULKHEAD
PRIME - LEVEL 4 FINISH
ALUM. STOREFRONT
FRAME
GLASS ENTRY DOORS
BEYOND
REVIEWED FOR
CODE COMPLIANCE
APD fVED
DEC 0 6 2010
City of Tukwila
BUILDING DIVIsInN
WALL SECTION AT DISPLAY
1/2" = 1' -0"
HORIZ. MULLION DETAIL
1/2" = 1' -0"
TRANSOM DETAIL
»' GAP - MAXIMUM
1/2" THICK TEMPERED
GLAZING TYPICAL AT LOWER
GLASS AND
34" AT TRANSOM GLASS
ALUMINUM STOREFRONT
FRAMING BEYOND
GLAZING CLIPS
AS REQUIRED
VERTICAL BUTT JOINT
1/2" = 1' -0"
ALUMINUM TUBE STOREFRONT
FRAMING AT ALCOVE
ALUMINUM STOREFRONT
FRAMING BEYOND
to3Os
cmSTUKILn
NOV 0 9 2010
PERMIT CENTER
'Wad&
Southcenter
833 Sauthoant.r Parkway
7"kwla, WA., 98188 -2888
206- 246 -0423
WESTFIELD DESIGN &
CONSTRUCTION
11601 Wilshire Boulevard, 11th
Floor Los Angeles, California
90025 -1748
Telephone 310 478 4456
Facsimile 310 478 4468
THIS DRAWING IS AN INSTRUMENT OF SERVICE. IS THE PROPERTY OF THE
ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S
PERMISSION AND UNLESS THE REPRODUCDON CARES THE ARCHITECTS
NAME. ALL DESCH AND 01HER INFORMATION SHOWN ON THE DRAWING 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 Lability Company
4000 DELRIDGE WAY SW
SUITE 200 • SEATTLE, WA 98108
(206) 624 -2777 • FAX (206) 624 -2973
MPROVEMENTS
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DATE:
NOV. 8, 2010
PROJECT ARCHITECT
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PROJECT MANAGER
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ELEVATION
WALL SECTION
AND
DETAILS
A2.0
SMSA #1022.16
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
FIRST
FLOOR
HEAD
JAMB
THRESH,
100
MALL CONCOURSEL - TENANT SPACE
GLASS
GLASS
PR 3' -0" x 10' -0"
1/2"
GLASS
N/A
N/A
NR
3/430
--
3/A3.0
I
2, 3, 4, 5
101
TENANT SPACE - RESTROOM
FLUSH
EXISTING
3' -0" x T -0"
1 3/4"
WOOD
N/A
WM
NR
2/A3.0
1/43.0
- --
2
6, 1,
102
TENANT SPACE - CORRIDOR
EXISTING
3' -0" x T -0"
1 HR
1
103
MALL CONCOURSE - CORRIDOR
EXISTING
3' -0" x T -0"
1 HR.
1
REMARKS
ABBREVIATIONS
I. EXISTING DOORS ARE TO REMAIN - NO MODIFICATIONS TO DOORS OR FRAMES Al- ALUMINUM
2: FURNISH AND INSTALL TILE TO MALL CONCOURSE TILE TO LEASE LINE FL FLUSH DOOR
3. GLASS DOORS SHALL BE CLEAR FULLY TEMPERED SAFETY GLASS MEETING ALL REQUIREMENTS FOR GLASS FR FRAME
DOORS INCLUDED ADJACENT BORROUED LITES. HM HOLLOW METAL
4_ PULLS TO BE STAINLESS STEEL NR NON -RATED
5. DOORS TO HAVE SIGN (I" HIGH LETTERS) LOCATED ABOVE DOORS WITHIN VACANT SPACE STATING "THIS STOR STOREFRONT
DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED" WD WOOD
6. HOLLOW METAL FRAME SHALL BE PRIMED AND PREPPED BY CONTRACTOR TOP FINISH COAT BY TENANT
1. PRIVACY LOCK WIN THUMB PUSH AT RESTROOM
HARDWARE GROUPS
GROUP 1 - GLASS DOOR 100
2 QTY. OVERHEAD CONCEALED CLOSER (CRL)
2 FRS. I" DIA. 18" BACK TO BACK PULLS (CRL GLASS
MOUNTED STRAIGHT)
2 QTY. DEAD BOLT FLOOR RAIL LOCK (CRL DOOR
FLOOR RAIL LOCK)
2 QTY. CYLINDER (CRL MORTISE KEYED CYLINDER)
FINISH OF HARDWARE AND STILES SHALL BE BRUSHED
STAINLESS STEEL
SEE WALL TYPE
5/8" GWB
METAL STUD JAMB
HOLLOW METAL
FRAME MD
ANCHORAGE
HM JAMB DETAIL
1 1/2" = 1' -0"
GROUP 2 - WOOD DOOR
1 - LEVER TYPE HANDLES - MANUFACTURER: L- SERIES
, 11 LEVER HANDLE, SATIN CHROME
3 - BUTT HINGES
1 - OVERHEAD STOP
3 - SILENCERS
1- MORTISE CYLINDER - PRIVACY FUNCTION
SEE WALL TYPE
2
`rd
m
O
PRIME GWB
TYPICAL
LEVEL 4 FINISH
3' -0"
11
A. WEST ELEVATION
5/8" GUI3
METAL STUD
HEADER
HOLLOW METAL
FRAME AND
ANCHORAGE
HM HEAD DETAIL
1 1/2" = 1' -0"
MALL STOREFRONT
STOREFRONT DESCRIPTION (BASIS OF DESIGN)
- KAWNEER TRIFAB 450 SERIES 13/4" X 4)i" TYPICAL
FRAMES
- GLAZING SHALL BE J" THICK CLEAR TEMPERED AT
LOWER GLASS PANELS (AT FLOOR LEVEL) AND 3 /a" THICK
CLEAR TEMPERED AT UPPER GLASS PANELS
(TRANSOMS)
- STOREFRONT SYSTEMS SHALL BE FRONT GLAZED
- HORIZONTAL MULLIONS - SILL SHALL BE 13/4" X 4,Ji"
- HORIZONTAL MULLION SHALL BE 13/4" HIGH
- CORNERS SHALL BE 49 X 4X" FRAMES
- FRAME FINISH SHALL BE CLEAR ANODIZED ALUMINUM.
- VERTICAL JOINTS IN STOREFRONT SHALL BE )" WIDE
MAXIMUM - BUTT GLAZED SYSTEM
OTHER AVAILABLE MANUFACTURERS INCLUDE ARCADIA,
EFCO
c3)
5/8" GU13
METAL STUD HEADER
DOUBLE ACTING DOOR
STILE AND RECESSED
CLOSER
)" THICK TEMPERED
GLAZING
DOOR STILE AT FLOOR
FINISH FLOOR
SEE SCHEDULE FOR
FINISH
TRANSITION OF FLOOR
FINISH AT CENTER LINE
OF DOOR
GLASS DOOR HEAD /SILL
1 1/2" = 1' -0"
PRIME GU13
TYPICAL
LEVEL 4 FINISH
3' -4R
1'-
R
3' -6"
INTERIOR ELEVATIONS
1/2" = 1' -0"
an
B. NORTH ELEVATION
GRAB BAR
BASE BY TENANT
NOTES:
I. DIMENSIONS PROVIDED ARE PLUS/MINUS DIMENSIONS TO BE
COORDINATED WIN EXISTING PARAMETERS. CONTRACTOR SHALL
VERIFY EXISTING AND NEW DIMENSIONS AND NOTIFY ARCHITECT OF
ANY DISCREPANCIES.
2. WALL TYPES SHALL EXTEND UP TO BOTTOM OF SUSPENDED CEILING
TILES UNLESS NOTED OTHERWISE IN WALL TYPES.
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 ARE SHOWN FOR REFERENCE ONLY. ELECTRICAL
DESIGN SHALL BE SUBMITTED BY CONTRACTOR AND PERMITTED
UNDER SEPARATE PERMIT.
5. ALL MATERIALS SHALL BE NON - COMBUSTIBLE AND /OR SHALL
COMPLY WITH NE REQUIRED FLAME SPREAD OR SMOKE DEVELOPED
INDEX FOR TYPE II CONSTRUCTION. ALSO ANY WOOD COMPONENTS
USED SHALL BE FIRE RETARDENT TREATED WOOD. (IBC 402.15.4, 602,
603, 1 2604)
6. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AS WELL AS
LEASE LINES PRIOR TO CONSTRUCTION MY DESCREPENCIES SHALL
BE BROUGHT TO THE ATTENTION OF WESTFIELD FOR CLARIFICATION.
1. 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.
LPRIME GWB
TYPICAL
LEVEL 4 FINISH ---\1/4
C. EAST ELEVATION
BASE BY TENANT
COLUMN DETAIL
5/8" GWB -PRIME LEVEL 4
FINISH
15/8" GUB METAL
STUD FRAMING - TYPICAL
(E) STEEL COLUMN
TO REMAIN
1 1/2" = 1' -0"
/
101
D. SOUTH ELEVATION
PRIME GB
TYPICAL
LEVEL 4 FINISH —\k
�O
BASE BY TENANT
LU4LL TYPES
N
N
(3A) 6"
(38)a..
1 1/4"
I- IIR
WALL TYPE 1- NON RATED ASSEMBLY
- 5 /8 " TYPE XGWB
- 6" METAL STUD FRAMING
- 5/8" TYPE X GWB
- WALL SHALL CONTINUE UP TO 6" ABOVE
CEILING
2
WALL TYPE 2 - NON RATED ASSEMBLY
- 5/8" TYPE X GWB
- 3 %" METAL STUD FRAMING
- 5/S" TYPE X GWB
- WALL SHALL CONTINUE UP TO 6" ABOVE
CEILING
3A
315
WALL TYPE 2 (1 -HR RATED) UL DESIGN "U -465
- EXISTING 5/8" TYPE X GWB
- METAL STUD FRAMING
- 5/8" TYPE X GWB AT TENAT SPACE
- WALL SHALL CONTINUE UP TO STRUCTURE WI
GUB STOPPING 6" FROM STRUCTURE
CONTRACTOR SHALL VERIFY THE STATUS OF
GWB WITHIN TENANT SPACE TO MEET MEET I -HR
RATED ASSEMBLY REQUIREMENT.
4A
413
WALL TYPE I- NON RATED ASSEMBLY
5/8" TYPE X GUB
- METAL STUD FRAMING
- 5/8" TYPE X GUB
- WALL SHALL CONTINUE UP TO BOTTOM OF
BULKHEAD AND/ OR TOP OF NEUTRAL PIER
TO ENCLOSE TENANT SPACE.
WALL TYPE GENERAL NOTES:
REVIEWED FOR
CODE COMPLIANCE
APPROVED
DEC 06 2010
City of Tukwila
BUILDING niviRinN
boos
1. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS, INCLUDING BUT NOT LIMITED TO
METAL STUD WIDTH AND THICKNESS, HEIGHT OF STUD FRAMING, CONDITION OF EXISTING
GB.
2. CONTRACTOR SHALL PREP AND PRIME ALL TENANT GWB TO LEVEL 4 FINISH.
3. CONTRACTOR SHALL PREP MD 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 I -HOUR RATED ASSEMBLIES - EXISTING
AND NEW ASSEMBLIES.
■
ACCESSORY SCHEDULE
O
36" GRAB BAR MOUNTED AT 33" AFF. -- BOBRICK B -6806 - SATIN FINISH
0 TOILET PAPER DISPENSER -- BOBRICK B -2888 CLASSIC SERIES MULTI -ROLL
MOUNTED WITH CENTERLINE 8" IN FRONT OF TOILET AT 15' MIN. AFF.
VERTICAL 18" GRAB BAR -- BOBRICK B -6806 - SATIN FINISH
MOUNTED AT 40" AFF AND 40" FROM BACK WALL.
42" GRAB BAR -- BOBRICK B -6806 - SATIN FINISH
MOUNTED AT 33" AFF.
24" X 36" MIRROR AT 40" AFF. BOBRICK 8 -293 2436
RECESSED PAPER TOWEL DISPENSER -- BOBRICK MODEL 3900 CLASSIC SERIES
FULLY RECESSED WITH 12 GALLON TYRASH RECEPTACLE
PLUMBING PIPE PROTECTOR. -- TRUEBRO MODEL 1103
TOILET SEAT COVER DISPENSER -- BOBRICK B -22I CLASSIC SERIES
UNDER COUNTER MOUNTED SOAP DISPENSER - KOHLER MODEL k -1895 - POLISHED CHROME FINISH
WALL MOUNTED LIGHT FIXTURE (F10) PER
REFLECTED CEILING PLAN
SANITARY NAPKIN DISPOSAL -- BOBRICK B -354 CLASSIC SERIES - RECESSED erM IUKWILA
FLOOR MOUNTED WATER CLOSET - RE MECHANICAL
WALL MOUNTED LAVATORY AND FAUCET - RE MECHANICAL
NOV 0 9 2010
PERMIT CENTER
NOTES:
I. CONTRACTOR SHALL FURNISH AND INSTALL 16 GA FLAT STRAP BACKING AT WALL LOCATIONS
DESIGNATED TO RECEIVE WALL MOUNTED FIXTURES INCLUDING BUT NOT LIMITED TO: GRAB
BARS, MIRRORS, AND LIGHTS.
2. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND NOTIFY ARCHITECT OF ANY
DISCREPANCIES PRIOR TO CONSTRUCTION. RESTROOMS FIXTURES SHALL BE MOUNTED IN
ACCORDANCE TO ADA AND LOCAL JURISDICTIONAL REQUIREMENTS
■
Wstfleki
Southcenter
633 Southonter Parkway
TUkWa, 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 DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE
ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S
PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S
NAME, AU. DESIGN AND OTHER INFORMATION SHOWN ON THE DRANING 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
(208) 824 -2777 • FAX (208) 824 -2973
020 REGI T'
SCOTT 4 EMPER
STATE OF HINGTON
MPROVEMENTS
0
0
J
0
z
—J
H
z
0
Li-
u]
0
F-
F-
z
z
w
F-
ISSUE
AT TENANT SPACE 728
ISSUE
PERMIT SET
DATE:
NOV. 8, 2010
PROJECT ARCHITECT
WEJ
PROJECT MANAGER
WEJ
SCHEDULES
AND DETAILS
A3.0
SMSA #1022.16