HomeMy WebLinkAboutPermit D12-089 - WESTFIELD SOUTHCENTER MALL - MUCHO BURRITO - LANDLORD IMPROVEMENTMUCHO BURRITO
971 S OUTH CENTER MALL
D12-089
City okukwila
•
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Inspection Request Line: 206- 431 -2451
Web site: http: / /www.TukwilaWA.gov
DEVELOPMENT PERMIT
Parcel No.: 9202470010
Address: 971 SOUTHCENTER MALL TUKW
Suite No:
Project Name: MUCHO BURRITO
Permit Number: D12-089
Issue Date: 05/24/2012
Permit Expires On: 11/20/2012
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
Phone: 206 - 624 -2777
Contractor:
Name: MODCO DESIGN LLC Phone: 716 697 -4354
Address: 16125 JUANITA WOODINVILLE WY #702 , BOTHELL, WA 98011
Contractor License No: MODCODL895LT Expiration Date: 06/30/2013
Lender:
Name:
Address:
DESCRIPTION OF WORK:
DEMOLISH EXISTING TENANT SPACE, CONSTRUCT NEW STOREFRONT FOR FUTURE TENANT
Value of Construction: $75,000.00 Fees Collected: $2,009.09
Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2009
Type of Construction: II -B Occupancy per IBC: 0019
Electrical Service Provided by: PUGET SOUND ENERGY
* *continued on next page **
doc: IBC -7/10
D12 -089 Printed: 05 -24 -2012
Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: N
Fire Loop Hydrant:
Flood Control Zone:
Hauling:
Land Altering:
Landscape Irrigation:
Moving Oversize Load:
Sanitary Side Sewer:
Sewer Main Extension:
Storm Drainage:
Street Use:
Water Main Extension:
Water Meter:
Permit Center Authorized Signature:
I hereby certify that I have read an
governing this work will be compli
N
N
N
•
Number: 0 Size (Inches): 0
Start Time:
Volumes: Cut 0 c.y.
End Time:
Fill 0 c.y.
Start Time: End Time:
Private:
Profit: N
Private:
Date:
Public:
Non - Profit: N
Public:
ed this permit and know the same to be true and correct. All provisions of law and ordinances
ether specified herein or not.
The granting of this permit does not pre
construction or the performance of work
to this permit.
Signature:
Print Name:
e to give authority to violate or cancel the provisions of any other state or local laws regulating
am authorized to sign and obtain this development permit and agree to the conditions attached
Date: S/ li
ace NAO,ro �q^_
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: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary
sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other
excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of
doc: IBC -7/10
D12 -089 Printed: 05 -24 -2012
this requirement.
7: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building
inspector. No exception.
8: Manufacturers installation instructions shall be available on the job site at the time of inspection.
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 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)
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 min) 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: 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)
24: 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)
25: 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)
doc: IBC -7/10
D12 -089 Printed: 05 -24 -2012
26: All new sprinkler systems and all modifons to existing sprinkler systems shall have 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. 2327).
27: 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.)
28: 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 #2328)
29: 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 #2328) (IFC
104.2)
30: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this
project.
31: 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.
32: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and
#2328)
33: Post address on storefront per approved Westfield standards.
34: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of
such condition or violation.
35: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at
(206)575 -4407.
36: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * **
37: Since any food preparation requires installation of a grease interceptor, Mucho Burrito shall install a grease
interceptor
or obtain Mall permission to tie into the existing outside grease interceptor installed for previous
Johnny Rockets restaurant if feasible when application for interior tenant improvement is filed. Applicant shall
contact Mr.Mike Cusick, P.E., Public Works Senior Sewer Engineer at (206)431 -2441 to discuss grease interceptor
requirement.
doc: IBC -7/10
D12-089 Printed: 05 -24 -2012
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://wwwci.tukwila.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 LOCA ". .
King Co Assessor's Tax No.: 12c24{ 7 -001()
Site Address: 1 S D L 11 fC.e.1...TtYL l�t\/i�t,.frr Suite Number: ZS' (c Floor:
Tenant Name: t.Ct LA.
Property Owners Name: k E A %,b
Mailing Address: 2100 5Ol lj .0. 1I - MAUL- A X81 v v ,
City State Zip
New Tenant:
VAci...Yes
❑ ..No
Name:
WtA t -tb5 11-(01\ Day Telephone: T7%%
Mailing Address: '{ t-'c L-12.4 111,k3 SUS SONci 1 1A1-- WA 5 c' to
City State Zip
Fax Number:204- 62- -(
E -Mail Address: -tom 1■1(.4 -SMS'f izerF'EA. afDi''t
GENERAL
Inform:
�NTRt iG'TOR INFORMATION -
Information %r Mecbaa ical (pg 4} #kir Plumbing'and Gas. Piping (p$ S}'
Company Name: / '7 p G i t! (i 4r 5 17 "i
Mailing Address:
City
Day Telephone:
Fax Number:
Contact Person:
E -Mail Address:
Contractor Registration Number:
Company Name:
Mailing Address:
Contact Person:
State
Zip
Expiration Date:
5.M. Sr Ptv- ,�i�- r�f��/S c.-i-e —
'(O b/2 ,A 144" Sit l 12i Sell -7724' q '/0
- / / City States �/ Zip
l�l /tf j)047171.1156 '^ Day Telephone: 2 • 02'7 ' 2. % %7
E -Mail Address: kill+-7,/ e----5./454Thrie,3641 . £611 Fax Number: 20(... ' 62-Y • 2 ' ? 3
ENGIN1
ER'OF`RECO
niust be w.
stam
by Engineer'of Record
Company Name:
Mailing Address:
Contact Person:
E -Mail Address:
Q: Wpplications\Forms- Applications On Line13 -2006 - Permit Application. doc
Revised: 9 -2006
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City
Day Telephone:
Fax Number:
State
Zip
Page 1 of 6
D G p
�ION- 206 -43
Valuation of Project (contractor's bid price): $ 75, 000 Existing Building Valuation: $
Scope of Work (please provide detailed information): .25191170(.../ SR b7(1,577/4/
12:5-41/4-4.(7-
7 ,tf 4 4S/- � ?z —E c i S772Gf C7_,. /Vela L$f _4.,T
77t,
Will there be new rack storage? ❑ Yes
y.No If yes, a separate permit and plan submittal will be required.
60,, 7 z
t/3"7
Additii
I~xist
Strucl
pe
M
M
Aces
S1
Attached
c
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: /l(/�
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:
Will there be a change in use?
❑ Yes
FIRE PROTECTION/HAZARDOUS MATERIALS:
Sprinklers Automatic Fire Alarm
Compact:
Handicap:
No If "yes ", explain:
None
Other (specify)
Will there be storage or use o i,rdble, cbmbustiblh or hazar ud 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 Safeta 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 Line\3 -2006 - Permit Application.doc
Revised: 9 -2006
bh
Page 2 of 6
0 OTES Applicable to ail per pplicatio
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 E T:
Signature: `1/� < c, Date: '3/1 ' % Z--
Print Name: /u� - -J 4L�S� Day Telephone: 2 2}� 2? <
Mailing Address: VDlno pelPia6 1.414-r Ski `t 2 5 ki'TLI f /,s,{/ -� `!'8/V 6
City State Zip
Date Application Accepted:
q— r
r C—/)
Staff Initials:
C "/
Q: Wpplications\Forms- Applications On Linel3 -2006 - Permit Application. doc
Revised: 9 -2006
bh
Page 6 of 6
• •
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.TukwilaWA.gov
RECEIPT
Parcel No.: 9202470010 Permit Number: D12-089
Address: 971 SOUTHCENTER MALL TUKW Status: APPROVED
Suite No: Applied Date: 03/19/2012
Applicant: MUCHO BURRITO Issue Date:
Receipt No.: R12 -01688
Payment Amount: $1,219.40
Initials: JEM Payment Date: 05/24/2012 02:09 PM
User ID: 1165 Balance: $0.00
Payee: JACOB MOROSHAN, MODCO DESIGN LLC
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Credit Crd VISA
Authorization No. 049182
ACCOUNT ITEM LIST:
Description
1,219.40
Account Code Current Pmts
BUILDING - NONRES 000.322.100
STATE BUILDING SURCHARGE 640.237.114
Total: $1,219.40
1,214.90
4.50
doc: Receiot -06 Printed: 05 -24 -2012
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.TukwilaWA.gov
RECEIPT
Parcel No.: 9202470010 Permit Number: D12-089
Address: 971 SOUTHCENTER MALL TUKW Status: PENDING
Suite No: Applied Date: 03/19/2012
Applicant: MUCHO BURRITO Issue Date:
Receipt No.: R12 -01086
Initials:
User ID:
Payee:
WER
1655
Payment Amount: $789.69
Payment Date: 03/19/2012 04:22 PM
Balance: $1,219.40
S M STEMPER ARCHITECTS
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Check 16542 789.69
Authorization No.
ACCOUNT ITEM LIST:
Description
Account Code Current Pmts
PLAN CHECK - NONRES
000.345.830 789.69
Total: $789.69
doc: Receiot -06 Printed: 03 -19 -2012
INSPECTION RECORD
Retain a copy with permit
INS TION 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
.6 /2 -0c5
2
Project:
w '/1'6 / ?? /fry/ 72
Type of Inspection:
/fTivil L,
fr''../) th, --.•a1 i'i <4sss P /ok 04/Ant ,1-76944t/r41
Address:
c 7/ 60 An- n 1/7/ '
Date Called:
Special Instructions: ``�
CIC A Q�
\
Date nted :.
V —a7 -i2.
a.m.
Requester:
Phone No:
7/V 6q7 4/33/
pproved per applicable codes.
El Corrections required prior to approval. 7
COMMENTS:
fr''../) th, --.•a1 i'i <4sss P /ok 04/Ant ,1-76944t/r41
t- '.ti "91
pecto
PECTION FEE REQ
Date
RED. Pr'or to next inspection: fee must be
at 6300 Southcente Blvd.. Suite 100. Call to schedule reinspection.
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 - (206) 431 -3670
Permit Inspection Request Line (206) 431 -2451
Project:
VIA IX 14 boRi- t 0
Type of Inspection:
c., LAza -Ni G
Address:
0-1"7 •t Soe,u-r nAtk
Date Called:
Special Instructions:
Date Wanted:.
_ 4- - t'z
��,'
p.m.
Requester:
Phone No:
- 71L{ -u1' -Li35y
Approved per applicable codes. El Corrections required prior to approval. r
COMMENTS:
Date
Fri REI 1SPECTION FEE REQUIRED. Prior text inspection, ee must be
pai'd at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
ti
•
-a
INSPECTION RECORD I Orf
Retain a copy with permit-IV I
INSPECTIOt1 NO. PERMIT NO.
CIY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 , (206) 431 -3670
Permit inspection Request Line (206) 431 -2451
Project: `
1 rrt to
Type ojJn peption:a
.UtAC,
Address:
71 Sc (
Special nstructions:
Date Called:
Date Wanted:. � .m)
-4 -( 2__.
p.m.
Requester:
Alone No: 4 - X57 - 3S
Approved per applicable codes.
Corrections required prior to approval. k
COMMENTS:
Ins,pgctor:
Date: 1 4-
REINSPECTION FEE REQ b IRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
b /c}-17?
):j
PERMIT NUMBERS
CITY OF TUKWILA FIRE .DEPARTMENT
444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407
Project:
M ueA O 'Icy. rir 1
Type qf Insp €tion:
roc- /AvXbu --4
Address: q-71 S c. li" t -t
Suite #:
Contact Person:
Special Instructions:
•
Phone No.:
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
birx..4
12)1,
Deaf. UI oil (.9- Nv
—
OK
..--'1 NA-4.-
.r_
- _.
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
A
Inspector: / S?-
Date: Qua y// z
Hrs.:
r
$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. CaII to schedule a reinspection.
Billing Address
Attn:
Company Name:
Address:
City:
State:
Zip:
Word /Inspection Record Form.Doc
6/11/10
T.F.D. Form F.P. 113
•
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
O g
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407
Project: -
- T
Type of nspection:
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
/4-ek lev;'ee =61,51pc- eyi
Hkt& p/ (,s aw
Needs Shift Inspection: Sprinklers:
Fire Alarm: Hood & Duct:
Monitor: Pre -Fire:
Permits: Occupancy Type:
inspector:/ , ,.1,, con- -- Date: c'f a ',// Z Hrs.:
$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. CaII to schedule a reinspection.
Billing Address
Attn:
Company Name:
Address:
City:
State:
Zip:
Word /Inspection Record Form.Doc
6/11/10
T.F.D. Form F.P. 113
•
•`
•
•
:
*PERMIT GOND
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D12 -089 DATE: 03 -19 -12
PROJECT NAME: MUCHO BURRITO
SITE ADDRESS: 971 SOUTHCENTER MALL
X Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter #
Revision # After Permit Issued
EPARTMENTS:
Division
Public Works
AviC, Obite
Fire Prevention tanning i ion
Structural n Permit Coordinator
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Comments:
Incomplete
DUE DATE: 03 -20 -12
Not Applicable
Permit Center Use Only
INCOMPLETE LETTER MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
LETTER OF COMPLETENESS MAILED:
TUES /THURS ROUTING:
Please Route
Structural Review Required
❑ No further Review Required
REVIEWER'S INITIALS:
DATE:
n
APPROVALS OR CORRECTIONS:
Approved ❑ Approved with Conditions
Notation:
REVIEWER'S INITIALS:
DUE DATE: 04 -17 -12
Not Approved (attach comments) n
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
Documents /routing slip.doc
2 -28 -02
Contractors or Tradespeople Peter Friendly Page
eti si 0
General /Specialty Contractor
A business registered as a construction contractor with LEI 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 MODCO DESIGN LLC UBI No. 603098736
Phone 7146974354 Status Active
Address 16125 Juanita Woodinville Way License No. MODCODL895LT
Suite /Apt. #702 License Type Construction Contractor
City Bothell Effective Date 6/30/2011
State WA Expiration Date 6/30/2013
Zip 98011 Suspend Date
County King Specialty 1 General
Business Type Limited Liability Company Specialty 2 Unused
Parent Company
Business Owner Information
Name
Role
Effective Date
Expiration Date
MOROSHAN, JACOB
Partner /Member
06/30/2011
Bond Information
Page 1 of 1
Bond
Bond Company Name
Bond Account Number
Effective Date
Expiration Date
Cancel Date
Impaired Date
Bond Amount
Received Date
1
AEGIS SECURITY
INSURANCE COMPANY
520574
06/20/2011
Until Cancelled
$12,000.00
06/30/2011
Assignment of Savings Information No records found for the previous 6 year period
Insurance Information
Insurance
Company Name
Policy Number
Effective Date
Expiration Date
Cancel Date
Impaired Date
Amount
Received Date
3
Nevada Capital
Ins Co
77 NPP 4
025711
05/02/2012
05/02/2013
$1,000,000.0005
/11/2012
2
Red Shield Ins
CNT 017338
10/11/2011
10/11/2012
05/22/2012
$1,000,000.0010
/21/2011
1
Underwriters at
Lloyds
A1Q924993
06/20/2011
06/20/2012
09/29/2011
$500,000.0006/30
/2011
Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period
Warrant Information No unsatisfied warrants on file within prior 6 year period
https: // fortress .wa.gov /lni /bbip /Print.aspx 05/24/2012
T0.0
SMSA:1222.03.03
WESTFIELD MALL AT SOUTHCENTER
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 256
TENANT ADDRESS:
911 SOUTHCENTER
TUKWILA, WA 98188
TAX PARCEL NUMBER:
262304 -9023
ZONING USE:
TUC - TUKWILA URBAN CENTER
TENANT IMPROVEMENT SUMMARY:
TOTAL EXISTING SQUARE FEET:
I131 SF.
TOTAL REVISED SQUARE FEET:
1131 SF - NO ADDITIONAL TENANT SQUARE FEET AS PART OF THIS WORK
SEPARATE PERMIT
REQUIRED FOR:
Mechanical
l Electrical
► ° iumbing
v: Gas Piping
City of Tukwila
BUILDING DIVISION
OCCUPANCY GROUP:
WESTFIELD MALL - M - COVERED MALL
OCCUPANCY LOAD (TABLE 100411):
OCCUPANCY LOAD FACTOR -
RETAIL AREA: 1131 SF / 30 • 38
EGRESS REQUIREMENTS:
PER TABLE 1015.1 THE MAXIMUM OCCUPANT LOAD FOR ONE EXIT WITHIN
OCCUPANCY TYPE 11' IS 49. (TABLE 1015.1) OCCUPANCY LOAD IS 38
THEREFORE ONE EXIT IS REQUIRED. ONE EXIT IS PROVIDED TO THE
EXTERIOR THEREFORE OK THERE IS ALSO A DOOR TO THE MALL
CONCOURSE.
MINIMUM CORRIDOR WIDTH OF 44" - EXISTING AND PROVIDED THEREFORE
ACCEPTABLE
EGRESS WIDTH - 38 (.2) • 8 INCHES - ONE 36" WIDE DOOR IS PROVIDED AT
EXTERIOR STOREFRONT THEREFORE OK THERE IS AN ADDITIONAL
EXISTING DOOR TO BACK OF HOUSE CORRIDOR THAT IS 3611 WIDE AND A
DOOR TO THE MALL CONCOURSE THAT IS 3611 WIDE.
TABLE 1016.1 - OCCUPANCY 11 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 I -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 28 THEREFORE SEPARATE FACILITIES IS NOT
REQUIRED.
General Notes
I. 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 IN THE
EXISTING CONSTRUCTION. THESE DOCUMENTS ADDRESS ALL KNOWN CONDITIONS, BUT IT 15 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, PLUM 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 ATTACI4MENTS, 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 TI-4E SAME NATURE AS THOSE DRAWN FOR SIMILAR CONDITIONS.
a 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 GLIB IS 1" TYPE X ON METAL STUDS OR FURRING CHANNELS UNLESS NOTED OTHERWISE, SIZES AS DIMENSIONED ON
PLANS. SEE NOTE '11 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 -I0BC 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" ,4T AT NONRATED
PARTITIONS. SEPARATE OUTLETS BY 24" MN. AT FIRE RATES PARTITIONS.
I. 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 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.
I. 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.
21. CONTRACTOR SHALL FURNISH AND INSTALL SPARE CONDUIT AND JBOX AS REQUIRED FOR PRIMARY SIGNAGE LOCATED ON THE
EXTERIOR FACADE OF ENTRY DOOR FOR TENANT SIGN THAT IS PROVIDED BY THE TENANT. ALL WIRING AND FINAL CONNECTIONS
SHALL BE BY THE TENANT AT TENANTS EXPENSE. CONTRACTOR SHALL ROUTE WIRING THROUGH FRAME OF STOREFRONT AS NEED
TO ACCESS SIGN LOCATION.
22. CONTRACTOR SHALL FURNISH AND INSTALL SPARE CONDUIT AND J -5O6 AS REQUIRED FOR TENANT BLADE SIGN LOCATED ,4T
EXTERIOR OF NEUTRAL PIER DESIGNATED BY TENANT AND LEASING COORDINATOR ALL (WRING AND FINAL OCNNECTIONS SHALL
BE BY TENANT AT TENANTS EXPENSE.
Scope of Work
SCOPE OF WORK SHALL INCLUDED THE LANDLORD
BUILD OUT OF TENANT STOREFRONT TO AN EXISTING
VACANT SPACE WITHIN WESTFIELD MALL AT
SOUTHCENTER N PREPARATION FOR FUTURE TENANT.
WORK SHALL INCLUDE, BUT NOT BE LIMITED TO:
- SELECTIVE DEMOLITION OF INTERIOR FINISHES,
ACOUSTICAL SUSPENDED CEILING AND GRID
(INCLUDING BUT NOT LIMITED TO ELECTRICAL AND
MECHANICAL FIXTURES), EXTERIOR ALUM. STOREFRONT
AND INTERIOR TENANT STOREFRONT AND GRILL,
INCLUDING NON - STRUCTURAL PARTITIONS TO ALLOW
FOR NEW CONSTRUCTION
- CONSTRUCTION OF NEW INTERIOR TENANT MALL
STOREFRONTk2
- CONSTRUCTION OF NEW EXTERIOR 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
T
Drawing Index
ARCHITECTURAL
TO.0 TITLE - COVER SHEET
TO.1 GENERAL NOTES
A0.0 DEMO FLOOR PLAN AND PHOTO DETAILS
A0.1 DEMO RCP AND PHOTO DETAILS
A1.0 FLOOR PLAN AND DETAILS
A2.0 ELEVATION AND DETAILS
A2.1 SECTION AND DETAILS
A3.0 REFLECTED CEILING PLAN 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
Vicinity Map
S 154th St.
13rd Star
55
i676 St_,
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.
Man review
Approval of co
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Project Directory
WEA SOUTHCENTER, LLC
2800 Southcenter
Seattle, WA 98188
SENIOR GENERAL MANAGER:
ANDREW CIARROCHI
T - 206246.0423
F - 2062448601
FACILITIES MANAGER:
CHRISTIAN FALTENBERaER
T - 206246.0423
C - 253.611.9435
CFALTENBERGEReWESTFIELD.COM
ARCHITECT
511. STEMPER ARCHITECTS, P.L.LC.
4000 Delridge Way SW Suite 200
Seattle, Washington 98106
CONTACT: WAYNE JOHNSON, PROJECT MANAGER
(206) 624 -2111
(206) 624 -2913 FAX
waynee metemper.com
REVIEWED FOR
CODE COMPLIANCE
APPROVED
APR 0 5 2012
City
BUILIN
kwila
IVISION
Site Plan
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TENANT SPACE 256
971 SOUTHCENTER
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633 Sauthoantar Parkway
Tukwla, 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, 15 THE PROPERTY OF THE
ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECTS
PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECTS
NAME. ALL DESIGN AND OTHER INFORMA110N SHOWN ON THE DRAWING ARE
FOR USE ON ME SPECIFIED PROJECT ONLY AND SHALL NOT BE USED
OTHERA1SE 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
TENANT STOREFRONT IMPROVEMENTS
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SMSA 1222.03.03
General Notes
1. ALL WORK PERFORMED BY THE CONTRACTOR SHALL CONFORM TO THE
REQUIREMENTS of MUNICIPAL LOCAL OR FEDERAL AND STATE LAWS AS
WELL A5 ANY OTHER GOVERNING REQUIREMENTS, WHETHER OR NOT
SPECIFIED ON THE DRAWINGS.
2, WHERE THE CONTRACT NOTES OR DRAWINGS CALL FOR ANY WORK OF A
MORE STRINGENT NATURE THAN THAT REQUIRED BY THE BUILDING CODE OR
ANY OTHER DEPARTMENT HAVING JURISDICTION OVER THE WORK, THE WORK
OF THE MOST STRINGENT NATURE CALLED FOR BY THE CONTRACT,
CONSTRUCTION NOTES, OR DRAWINGS SHALL BE FURNISHED IN ALL CASES.
3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LEGALLY REQUIRED
APPROVALS AND PERMITS NECESSARY FOR THE EXECUTION AND
COMPLETION OF THIS WORK FORWARD COPIES OF EXECUTED PERMITS TO
WESTFIELD.
4, ALL WESTFIELD DRAWINGS AND ALL CONSTRUCTION NOTES ARE
COMPLEMENTARY, AND WHAT 15 CALLED FOR BY EITHER WILL BE BINDING
A5 IF GALLED FOR BY ALL. ANY WORK SHOWN OR REFERRED TO ON ANY
ONE SET OF DRAWINGS SHALL BE PROVIDED AS THOUGH SHOWN ON ALL
RELATED DRAWINGS.
5. THE CONTRACTOR 15 WHOLLY RESPONSIBLE FOR THE COORDINATION AND
SCHEDULING OF THE WORK FOR ALL SUBCONTRACTORS, CRAFTSMEN, AND
TRADESMEN REQUIRED TO COMPLETE THE JOB.
6. THE CONTRACTOR SHALL NOTIFY WESTFIELD IMMEDIATELY IF HE CANNOT
COMPLY WITH ALL REQUIREMENTS CALLED FOR ON THESE DRAWINGS.
1. THE CONTRACTOR SHALL NOTIFY WESTFIELD IMMEDIATELY OF ANY
DISCREPANCIES OR OMISSIONS BETWEEN THE DRAWINGS, THESE NOTES, AND
FIELD CONDITIONS, AND REQUEST CLARIFICATION BEFORE COMMENCING ANY
WORK
a EACH CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND
CONDITIONS AT JOB SITE RELATING TO THE WORK OF EACH TRADE. NO
ALLOWANCE SHALL BE MADE FOR ANY EXTRA EXPENSE OR EXTENSION OF
TIME DUE TO CONTRACTOR'S FAILURE OR NEGLIGENCE IN COMPLETELY
EXAMINING THE JOBSITE.
9, ALL CONTRACTORS SHALL CONTACT WESTFIELD TO DETERMINE THE
BUILDING OWNER'S RULES FOR CONSTRUCTION DELIVERIES, CONSTRUCTION
TASKS TO BE PERFORMED OUTSIDE REGULAR BUSINESS HOURS, AND ANY
OTHER SPECIAL BUILDING REQUIREMENTS WHICH WILL AFFECT THE WORK IF
OVERTIME WORK IS REQUIRED BY ANY TRADE, APPROVAL (INCLUDING COST
APPROVAL) MUST BE OBTAINED PRIOR TO THE EXECUTION OF ANY WORK.
THE GENERAL INTENT IS THAT ALL WORK EXCEPT FOR NOISE - GENERATING
CONSTRUCTION SHALL BE PERFORMED ON REGULAR TIME.
10. THE GENERAL CONTRACTOR, SUBCONTRACTORS, AND ANY OTHER
CONTRACTOR INVOLVED IN THIS PROJECT SHALL TAKE NOTE THAT ANY
COSTS DUE TO DEFECTIVE AND /OR ILL -TIMED WORK AS A RESULT OF, BUT
NOt LIMITED TO, INFERIOR WORKMANSHIP OR MATERIALS AND /OR IMPROPER
SCHEDULING OR DELINQUENT ORDERING, SHALL BE BORNE BY THE PARTY
RESPONSIBLE.
11. THE GENERAL CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE
MATERIALS FROM HIS OWN AND HIS SUBCONTRACTORS' WORK, CARPET AND
TELECOM INSTALLATION, Etc., AND PROVIDE FOR ITS REMOVAL FROM THE
JOBSITE.
12. THE CONTRACTOR SHALL EXERCISE STRICT DUST CONTAINMENT CONTROL TO
PREVENT DIRT OR DUST FROM LEAVING THE JOBSITE.
13. THE CONTRACTOR SHALL PROVIDE PROTECTION DURING SITE WORK,
DEMOLITION, AND CONSTRUCTION IN ACCORDANCE WITH IBC CHAPTER 33,
THE CONTRACTOR SHALL PROTECT ALL AREAS FROM DAMAGE WHICH MAY
OCCUR DURING CONSTRUCTION. ANY DAMAGE TO NEW AND EXISTING
CONSTRUCTION, STRUCTURE, OR EQUIPMENT SHALL BE REPAIRED OR
REPLACED TO THE SATISFACTION OF THE OWNER AT NE EXPENSE OF THE
CONTRACTOR
14. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY PROTECTION FOR HIS
WORK UNTIL COMPLETION OF CONTRACTED WORK
15. THESE DRAWINGS, NOTES, AND SCHEDULES CONVEY THE DESIGN INTENT. THE
HIGHEST POSSIBLE QUALITY OF WORKMANSHIP, MATERIAL, AND EQUIPMENT
SHALL BE USED.
16. THE CONTRACTOR SHALL MAINTAIN .4 CURRENT AND COMPLETE SET OF
CONSTRUCTION DRAWINGS ON SITE DURING ALL CONSTRUCTION PHASES FOR
THE USE OF ALL TRADES. THE CONTRACTOR SHALL SEE THAT ALL
SUBCONTRACTORS RECEIVE COMPLETE SETS OF CONSTRUCTION DRAWINGS
oR ASSUME FULL RESPONSIBILITY FOR COORDINATION OF WORK WHEN
COMPLETE SETS ARE NOT AVAILABLE TO SUBCONTRACTORS.
11. ALL EXISTING MANUFACTURED ITEMS NOt BEING REMOVED SHALL BE
REFURBISHED AS REQUIRED. ANY LOOSE ITEMS TIGHTENED (INCLUDING, BUT
NOT LIMITED TO, EXIT SIGNS, DOWNLIGHTS, SPEAKERS, MOULDINGS, ETC.), AND
ANY MISSING PARTS REPLACED BY THE CONTRACTOR TO ACHIEVE A
COMPLETE INSTALLATION WITH A NEW APPEARANCE.
18. REQUIRED EXITS, WAYS OF APPROACH THERETO, AND WAYS OF TRAVEL
FROM THE Exit INTO THE STREET SHALL CONTINUOUSLY BE MAINTAINED FREE
FROM ALL OBSTRUCTIONS AND IMPEDIMENTS FOR EGRESS IN CASE OF FIRE
OR OTHER EMERGENCY.
19. DURING THE ENTIRE PERIOD OF DEMOLITION AND CONSTRUCTION, ALL
EXISTING EXIT SIGNS, Exit LIGHTING, FIRE PROTECTION DEVICES AND
ALARMS SHALL BE CONTINUOUSLY MAINTAINED.
20. INSURANCE AND BONDING FOR NE PROJECT SHALL BE AS DIRECTED BY
AND TO THE SATISFACTION OF WESTFIELD.
21. THE CONTRACTOR SHALL VERIFY SIZE, LOCATION, ELECTRICAL
REQUIREMENTS, AND CHARACTERISTICS OF ALL WORK AND /OR EQUIPMENT
SUPPLIED BY THE OWNER OR OTHERS PRIOR TO THE START OF RELATED
WORK WITH THE MANUFACTURER OR SUPPLIER
22. CONTRACT CLOSE -OUT SHALL OCCUR ONLY AFTER WESTFIELD HAS
PREPARED THE CERTIFICATE OF SUBSTANTIAL COMPLETION AND PUNCH LIST,
AND PUNCH LIST ITEMS HAVE BEEN CORRECTED. THE CONTRACTOR SHALL
SUBMIT MAINTENANCE AND WARRANTY MANUALS, RELEASE OF LIENS, AND
RECORD DRAWINGS TO WESTFIELD WIN HIS FINAL APPLICATION FOR
PAYMENT. WESTFIELD SHALL PREPARE ANY NECESSARY CHANGE ORDERS
REQUIRED TO FINALIZE THE COST OF NE PROJECT BASED ON THE
CONTRACTOR'S FINAL SUBMITTALS.
23. MANUFACTURE'S NAME, TRADEMARK, LOGOS, Etc., SHALL NOT BE vISIBLE TO
THE PUBLIC.
24. WESTFIELD, WITHOUT INVALIDATING THE CONTRACT, MAY ORDER EXTRA WORK
oR MAKE CHANGES BY ALTERING, ADDING TO, OR DEDUCTING FROM THE
WORK THE CONTRACT SUM AND CLAIMS FOR EXTENSION OF TIME SHALL BE
ADJUSTED ACCORDINGLY. SUCH WORK SHALL BE OTHERWISE EXECUTED
UNDER THE CONDITIONS OF THE ORIGINAL CONTRACT.
25. ALL "EXISTING TO BE RELOCATED ", AND /OR NEW ITEMS INSTALLED BY THE
CONTRACTOR IN ADDITION TO BEING AMPLY PROTECTED THROUGHOUT THE
PERIOD OF CONSTRUCTION, SHALL BE THOROUGHLY CLEANED TO THE
SATISFACTION OF WESTFIELD PRIOR TO BEING TURNED) OVER TO THE OWNER
26. THE CONTRACTOR AGREES TO PAY ALL TRANSPORTATION CHARGES ON ALL
MATERIAL AND EQUIPMENT TO THE POINT OF USE AND SHALL BE
RESPONSIBLE FOR ALL UNLOADING, CHECKING, AND STORING OF SAME IN
CONNECTION WITH THIS CONTRACT.
21. IF THE CONTRACTOR CLAIMS THAT ANY REVISION TO THE DRAWINGS
INVOLVES EXTRA COST UNDER THIS CONTRACT, HE 514ALL GIVE WRITTEN
NOTICE TO WESTFIELD WITHIN A REASONABLE TIME AFTER RECEIPT OF SUCH
INSTRUCTIONS AND IN ANY EVENT, BEFORE PROCEEDING TO EXECUTE THE
WORK NE PROCEDURE SHALL BE AS PROVIDED FOR IN THE AGREEMENT
UNDER "CHANGES IN THE WORK ". NO SUCH CLAIMS SHALL BE VALID UNLESS
SO MADE. UNLESS OTHERWISE AGREED, NO PAYMENT ON SUCH BILLS WILL BE
MADE UNTIL FINAL SETTLEMENT.
28. ALL CLAMS FOR ADDITIONAL WORK WILL BE SUBMITTED IN WRITING FOR
REVIEW BY WESTFIELD AND SHALL INCLUDE A COMPLETE DESCRIPTION OF
THE WORK, MATERIALS USED, ROOM NUMBER OF THE AREA OF WORK, AND
AUTHORIZATION UNDER WHICH THE WORK 15 BEING PERFORMED. TOTAL COST
OF THE WORK, INCLUDING THE CONTRACTOR'S MARK -UP, SHALL BE INCLUDED
IN THE SUBMITTAL.
29, THE CONTRACTOR SHALL SUBMIT A DETAILED CONSTRUCTION SCHEDULE TO
THE OWNER INDICATING PHASING OF THE WORK FROM START TO FINISH OF THE
PROJECT.
30. ALL DIMENSIONS ARE FROM THE FACE OF STUD TO THE FACE OF SW,
UNLESS NOTED OTHERWISE.
31. ALL WORK LISTED, SHOWN, OR IMPLIED ON ANY CONSTRUCTION DOCUMENT
SHALL BE SUPPLIED AND INSTALLED BY THE CONTRACTOR, UNLESS NOTED
OTHERWISE.
32. ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD
of A YEAR FROM THE ACCEPTANCE OF THE PROJECT BY THE OWNER,
UNLESS NOTED OTHERWISE.
33. THE CONTRACTOR SHALL FLASH PATCH FOR CARPET INSTALLATION TO
PROVIDE EVEN SURFACE.
34. IN SOUND RATED ROOMS, ALL WALL AND FLOOR PENETRATIONS FOR PIPES,
DUCTS AND OUTLETS SHALL BE SEALED WITH AN ACOUSTICAL SEALANT AND
CONCEALED OR RECESSED FIXTURES SHALL BE COVERED OR BACKED WITH
A SOUND ATTENUATION BLANKET.
35. THE CONTRACTOR SHALL PROVIDE BLOCKING, BACKING, FRAMING HANGERS,
OR OTHER SUPPORT FOR ALL FIXTURES, EQUIPMENT, CABINETRY,
FURNISHINGS, AND ALL OTHER ITEMS AS REQUIRED.
36.
31.
38.
MAXIMUM ROOM OCCUPANT LOAD SIGNS SHALL BE FURNISHED AND
INSTALLED AS REQUIRED BY THE BUILDING CODE.
DOOR OPENINGS IN GYPSUM BOARD PARTITIONS NOT DIMENSIONED ARE TO
BE LOCATED IN CENTER OF ROOM OR WITHIN 4" OF ADJOINING PARTITION.
ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS AIRE
CONSIDERED CONSTRUCTION STANDARDS. IF THE CONTRACTOR HAS
QUESTIONS REGARDING THEIR DEFINITION, WESTFIELD SHALL BE NOTIFIED
FOR CLARIFICATION.
39. ALL ITEMS ARE NEW, UNLESS NOTED OTHERWISE.
40. CONTRACTOR SHALL ENSURE THAT INSTALLATION METHODS CONFORM TO
ALL BUILDING CODE REQUIREMENTS. THE MATERIALS SPECIFIED ARE
INTENDED TO MEET CODE REQUIREMENTS. ANY DISCREPANCY BETWEEN THE
CONSTRUCTION DOCUMENTS AND CODE REQUIREMENTS SHALL 5E BROUGHT
TO THE ATTENTION OF WESTFIELD IMMEDIATELY BY THE CONTRACTOR AND
PRIOR TO PERFORMANCE OF SPECIFIED WORK
41. DO NOt SCALE DRAWINGS, DIMENSIONS GOVERN. LARGE SCALE PETALS
GOVERN OVER SMALLER SCALE DETAILS.
42. NO SUBSTITUTIONS OF SPECIFIED MATERIALS SHALL BE PERMITTED WITHOUT
FIRST SUBMITTING SPECIFICATIONS, SAMPLES, AND COST IMPACT FOR
WESTFIELD'S APPROVAL.
43. AT THE TIME OF BID SUBMITTAL, THE CONTRACTOR SHALL ADVISE WESTFIELD,
IN WRITING OF ANY SPECIFIED MATERIALS OR EQUIPMENT THAT IS
UNAVAILABLE.
44. THE CONTRACTOR SHALL PROVIDE AND INSTALL ROUGH PLUMBING AND
FINAL HOOK -UP FOR ALL SPECIFIED FIXTURES AND APPLIANCES AND SHALL
SUPPLY ALL SUCH FIXTURES AND APPLIANCES, UNLESS NOTED OTHERWISE.
45. THE CONTRACTOR SHALL VERIFY REQUIRED LOCATION OF ALL NECESSARY
ACCESS PANELS ON PARTITIONS, FLOORS, OR CEILINGS) AND COORDINATE
EXACT LOCATIONS WITH WESTFIELD PRIOR TO INSTALLATION.
46. PRIOR TO INSTALLATION OF CARPET AND WINDOW COVERING, THE
CONTRACTOR SHALL MAINTAIN NE SPACE IN BROOM CLEAN CONDITION
WHETHER OR NOt SUCH INSTALLATION 15 THE CONTRACTOR'S
RESPONSIBILITY.
41. THE CONTRACTOR SHALL PROVIDE ALLOWANCE FOR APPLIANCES, UNA.
4a THE CONTRACTOR SHALL LEAVE THE BUILDING IN A LOCKABLE CONDITION
DURING THE PERIOD OF THIS WORK WHEN THE CONTRACTOR'S WORKMEN ARE
NOT PRESENT AT THE JOBSITE.
49. THE CONTRACTOR SHALL DEACTIVATE ALL UTILITY LINES IN CONTRACT
AREA PRIOR TO START OF WORK AS NECESSARY, AFTER SECURING
WESTFIELD'S PERMISSION.
50.
5I.
52.
THE CONTRACTOR SHALL PATCH, REPAIR, REPLACE, AND /OR REFINISH
EXISTING CONSTRUCTION AS NECESSARY TO REFURBISH THE AREA OF WORK
THE CONTRACTOR SHALL PROVIDE ALL WORK SHOWN ON THE DRAWINGS
UNLESS SPECIFICALLY NOTED AS "NOT IN CONTRACT" (N.LC .).
THE BUILDING SHALL COMPLY WITH IBC CHAPTER 11 ACCESSIBILITY
REQUIREMENTS AT ENTRANCE, PATH OF TRAVEL TO AREA OF WORK, AND
RESTROOMS.
53. ANY REVISIONS OR ADDITIONAL WORK REQUIRED BY THE TENANT, FIELD
CONDITIONS, OR LOCAL GOVERNING AUTHORITIES SHALL BE BROUGHT TO
THE ATTENTION OF THE OWNER AND WESTFIELD BEFORE PROCEEDING,
REGARDLESS OF COST, TIME, OR MATERIAL INCREASE.
54. BY ENTERING INTO AN AGREEMENT WITH WESTFIELD, THE CONTRACTOR
REPRESENTS THAT HE HAS VISITED THE JOBSITE, FAMILIARIZED HIMSELF WIN
EXISTING CONDITIONS, AND NOTED ANY DESCREFANCIES WITH THE
REQUIREMENTS OF NE CONTRACT DOCUMENTS.
55. ANY AND ALL PROPOSED REVISIONS SHALL 8E SUBMITTED IN THE FORM OF
A WRITTEN CHANGE ORDER TO BE APPROVED AND AUTHORIZED BY
WESTFIELD PRIOR TO START OF PROPOSED WORK
56. BEFORE ACCEPTANCE BY WESTFIELD, THE COMPLETED CONSTRUCTION
SHALL SE CLEANED, LABELS REMOVED, AND ALL OTHER TOUCH UP
COMPLETED.
51. NE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL LIFE
SAFETY EQUIPMENT AS REQUIRED BY STATE AND LOCAL BUILDING CODE.
58. FIRE SPRINKLER CONTRACTOR SHALL DESIGN AND PROVIDE CERTIFIED
SPRINKLER DRAWINGS FOR WESTFIELD'S APPROVAL.
59. NE CONTRACTOR SHALL HOLD HARMLESS THE BUILDING OWNER WESTFIELD,
AND THEIR REPRESENTATIVES OF ANY LEGAL ACTION ARISING AS A RESULT
OF THE CONTRACTOR'S WORK
60. CONTRACTOR SHALL PROVIDE THREE (3) SETS OF SHOP DRAWINGS TO
WESTFIELD FOR DESIGN APPROVAL AFTER HE HAS REVIEWED THEM FOR
CONSTRUCTABILITY, COORDINATION BETWEEN TRADES, AND CONFORMANCE
WITH THE CONTRACT DOCUMENTS.
61. THE CONTRACTOR SHALL SUBMIT SAMPLES OF FINISH MATERIALS TO
WESTFIELD FOR APPROVAL PRIOR TO INSTALLATION. THE CONTRACTOR
SHALL SE WHOLLY LIABLE IF HE MILS TO DO SO, WHETHER FINISHES ARE
SPECIFIED CORRECTLY OR INCORRECTLY IN THE CONTRACT DOCUMENTS.
62. DAMEGE TO WORK SHALL BE REPAIRED BY THE TRADE W1-05E WORK IS
DAMAGED AND CHARGED TO THE PARTY RESPONSIBLE FOR NE DAMAGE.
63. THESE DOCUMENTS INCORPORATE THE AIA GENERAL CONDITIONS OF TI4E
CONTRACT FOR CONSTRUCTION (AIA DOCUMENTS A20I) AND SUPPLEMENTAL
CONDITIONS PREPARED BY WESTFIELD, IF ANY, BY REFERENCE. BIDDERS
ARE REQUIRED TO BECOME FAMILIAR WITH THESE DOCUMENTS, WHICH CAN
BE OBTAINED FROM WESTFIELD.
64. TAPE, BED, AND SAND SMOOCH ALL CORNERS AND JOINTS TO RECEIVE WALL
FINISHES.
65. PROVIDE WATER RESISTANT GYPSUM BOARD IN ALL TOILETS AND SHOWER
ROOMS.
66. CONTRACTOR TO INFORM WESTFIELD WHEN CHALKLINE LAYOUT OF
PARTITIONS IS COMPLETED SO THAT It CAN BE VERIFIED AND ANY
REQUIRED CHANGES MADE PRIOR TO CONSTRUCTION.
61. ALL PLUMBING FIXTURES SHALL BE SUPPLIED AND INSTALLED BY PLUMBING
CONTRACTOR. PLUMBING CONTRACTOR SHALL SUPPLY ALL NECESSARY
INFORMATION ON REQUIRED CUTOUTS TO MILLWORK CONTRACTOR
68. CONTRACTOR SHALL OBTAIN SEPARATE PERMITS FOR MECHANICAL,
ELECTRICAL, AND PLUMBING WORK
Building Department Notes
I. ALL WORK SHALL CONFORM TO THE 2009 INTERNATIONAL BUILDING CODE,
2009 INTERNATIONAL PLUMBING CODE, 2009 INTERNATIONAL MECHANICAL
CODE, AND THE 2009 INTERNATIONAL ELECTRICAL CODE, INCLUDING ALL
CODES AND REQUIREMENTS FOR LOCAL JURISDICTIONS.
2. NE FACILITIES INCLUDING, BUT NOT LIMITED TO, SANITARY FACILITIES,
DRINKING FOUNTAINS, AND ELEVATORS ON ALL FLOORS, MUST COMPLY WITH
ACCESSIBILITY REQUIREMENTS.
3. TOILET FACILITIES SHALL BE IDENTIFIED BY SIGNAGE IN COMPLIANCE WIN
THE INTERNATIONAL SYMBOL OF ACCESSIBILITY (I8C CHAPTER 11). SUCH
SIGNAGE SHALL BE SATIN ALUMINUM WITH BLACK LETTERING AND SYMBOLS.
4. THE PATH OF TRAVEL FROM NE DESIGNATED HANDICAP PARKING SPACES
AND THE PUBLIC SIDEWALK PROVIDES A FREE AND UNOBSTRUCTED
PASSAGE FOR ACCESS TO AND EGRESS FROM THE AREA OF WORK
5.
6.
1.
LIGHT AND CONTROL SWITCHES SHALL BE MOUNTED NOt MORE THAN 4' -0"
ABOVE THE FLOOR OR WORKING PLATFORM.
DOORS SHALL BE NOT LESS THAN 3' -0" IN WIDTH AND NOT LESS THAN 11 -0"
IN HEIGHT.
FLOORS OR LANDINGS LOCATED AT A DOORWAY SI-IALL BE NOT MORE THAN
1/2" LOWER THAN THE TOP OF THE THRESHOLD, WHICH SHALL HAVE A 1/4"
MAXIMUM VERTICAL EDGE AND A CHANGE IN LEVEL NOT CATER THAN 1:2.
a A CLEAR AND LEVEL AREA SHALL BE PROVIDED ON EACH SIDE OF EXIT
DOORS WITH A LENGTH OF AT LEAST 60" IN THE DIRECTION OF THE DOOR
SWING AND AT LEAST 48" IN THE OPPOSITE DIRECTION, MEASURED At RIGHT
ANGLES THE DOOR IN ITS CLOSED POSITION.
9.
10.
11.
12.
ALL HARDWARE SHALL BE OF LEVER TYPE TO COMPLY WITH ACCESSIBILITY
REQUIREMENTS.
THE BOTTOM 10" OF DOORS, EXCEPT AUTOMATIC AND SLIDING DOORS,
SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE.
EXIT DOORS SHALL SWING IN THE DIRECtIO N OF TRAVEL WHEN SERvING AN
OCCUPANT LOAD OF MORE THAN 50 (115C CHAPTER 10)
EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT NE USE OF A
KEY OF ANY SPECIAL KNOWLEDGE oR EFFORT. SPECIAL LOCKING DEv10ES
SHALL BE OF AN APPROVED TYPE. EXIT DOORS SHALL EE SELF- CLOSING
WITH A DOOR CLOSER SET 50 THAT THE DOOR TAKES AT LEAST 3 SECONDS
TO CLOSE FROM AN OPEN POSITION OF 10 DEGREES TO WITHIN 3" OF THE
LATCH.
Fire Department Notes
15. SUBMIT THREE COMPLETE SETS OF PLANS TO ELECTRICAL DIVISION
DEPARTMENT.
16. PROVIDE AUTOMATIC FIRE EXTINGUISHING SYSTEM THROUGHOUT THE FLOOR
ALTERATIONS TO THE AUTOMATIC FIRE EXTINGUISHING SYSTEM SHALL BE
UNDER SEPARATE PERMIT FROM THE FIRE PREVENTION SECTION PLANS.
PERMIT APPLICATIONS AND FEES SHALL BE SUBMITTED AND PERMIT
APPROVAL SHALL BE OBTAINED PRIOR TO COMMENCEMENT OF ANY WORK
oN THE FIRE PROTECTION SYSTEM.
SPRINKLER SYSTEM SHALL BE APPROVED BY PLUMING DIVISION OF LOCAL
BUILDING DEPARTMENT PRIOR TO INSTALLATION (IBC CHAPTER 9).
ELEVATOR DOORS SHALL NOt OPEN DIRECTLY INTO ONE -HOUR CORRIDORS
(IBC CHAPTER 30).
KEY- LOCKING HARDWARE MAY BE USED ON THE MAIN EXIT WHEN THE MAIN
EXIT CONSISTS OF A SINGLE DOOR OR A PAIR OF DOORS IF THERE 18 A
READILY VISIBLE, DURABLE SIGN ON OR ADJACENT TO THE DOOR STATING
"THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS ".
20. EXIT DOORS SHALL 8E OPENABLE FROM THE INSIDE WITHOUT THE USE OF A
KEY, TOOL, OR SPECIAL KNOWLEDGE OR EFFORT. SPECIAL LOCKING
DEVICES SHALL BE AN APPROVED TYPE (15C CHAPTER 10).
21. EXIT DOORS 514ALL SWING IN THE DIRECTION OF EXIT TRAVEL WHEN SERVING
AN OCCUPANT LOAD OF 50 OR MORE, AND ANY HAZARDOUS AREA OR
GROUP "E" OCCUPANCY (IBC CHAPTER 10). .
22. EXIT CORRIDORS, EXTERIOR EXIT BALCONIES, AND ,AISLES LEADING TO
REQUIRED EXITS SI4ALL HAVE A MINIMUM WIDTH OF 44" (IBC CHAPTER 10).
23. AN EXIT WALKWAY WITH A MINIMUM WIDTH OF 44" SHALL BE MAINTAINED
CONTINUOUSLY TO A PUBLIC WAY (IBC CHAPTER 10). EXIT PATHS OR
WALKWAYS TO A PUBLIC WAY SI-IALL BE CLEARLY DELINEATED BY PAINTED
LINES, RAILINGS, BARRIER POSTS, WALKS, OR OTHER APPROVED MEANS.
24. FIRE DAMPERS OR DOORS SHALL BE PROVIDED WHERE HVAC DUCTS
PENETRATE FIRE- RATERD WALLS OR CEILINGS.
Partition Notes
Construction/ Utility Notes
1, NE CONTRACTOR SHALL SUPPLY AND INSTALL A PORTABLE FIRE
EXTINGUISHER WITH A RATING OF NOT LESS THAN 2 -A OR 2 -4108C WITHIN
15' -o" TRAVEL DISTANCE TO ALL PORTfONS OF THE FLOOR, AND ANY
ADDITIONAL FIRE EXTINGUISHERS AS REQUIRED BY THE FIRE DEPARTMENT
FIELD INSPECTOR. FIRE EXTINGUISHERS SHALL ALSO BE PROVIDED DURING
CONSTRUCTION.
2. ALL INTERIOR FINISHES SHALL CONFORM WIN IBC CHAPTER 8.
3. DRAPES AND OTHER DECORATIVE MATERIALS SHALL BE FLAME
RETARDANT. CERTIFICATION THEREOF SHALL BE PROVIDED. EXITS, EXIT
LIGHTS, FIRE ALARM STATIONS, HOSE CABINETS AND EXTINGUISHER
LOCATIONS SHALL BE CONCEALED BY DECORATIVE MATERIAL (I8C
CHAPTER 8)
4. INTERIOR WALL AND CEILING FINISHES 51-IALL NOt EXCEED AN END POINT
FLAME SPREAD OF 200 FOR ALL OFFICES.
5. INTERIOR WALL AND CEILING FINISHES FOR EXIT CONDORS AND
STAIRWELLS SHALL NOt EXCEED A FLAME SPREAD CLASSIFICATION OF 15
(CLASS 11).
6. ANY DECORATIONS USED SHALL BE NON - COMBUSTIBLE OR
FLAME - RETARDANT MATED IN AN APPROVED MANNER (CURTAIN, DRAPES,
SHADES, ETC .).
1, EXIT SIGNS SHALL BE ELECTRICALLY ILLUMINATED AND THE TWO LAMPS
SHALL BE ENERGIZED FROM SEPARATE CIRCUITS. ILLUMINATION SHALL
NORMALLY BE PROVIDED BY TI4E PREMISES WIRING SYSTEMS. IN THE EVENT
OF THIS SYSTEM'S FAILURE, ILLUMINATION SHALL BE AUTOMATICALLY
PROVIDED FROM AN EMERGENCY SYSTEM. EMEGENCY LIGHTING SHALL GIVE
A VALUE OF ONE FOOTCANDLE AT FLOOR LEVEL (IBC CHAPTER 10).
9.
WHENEVER THE BUILDING IS OCCUPIED, EXIT SIGNS SHALL BE LIT SO THAT
THEY ARE CLEARLY VISIBLE.
PROVIDE EXIT SIGNS WITH MINIMUM 6" HIGH BLOCK LETTERS WITH 3/4"
STROKE ON A CONTRASTING BACKGROUND. INDICATE THE LOCATION OF EXIT
SIGNS ON PLANS (IBC CHAPTER 10).
10. EXIT PATH LIGHTING SHALL BE PROVIDED AT STAIRWAY, HALLWAY, EXIT
PASSAGEWAY, AND EGRESS TO A PUBLIC WAY WHENEVER THE BUILDING IS
OCCUPIED (IBC CHAPTER 10).
11. EMERGENCY LIGHTING SYSTEM IS REQUIRED AND MUST COMPLY WITH IBC.
12. ALL FIRE ALARM DEVICES SHALL BE LOCATED 48" ABOVE THE FLOOR
13. PROVIDE SMOKE DETECTION IN ALL CORRIDORS AND COMMON AREAS,
INCLUDING STAIRWELLS SERVING TWO OR MORE TENANTS (HEALTH AND
SAFETY CODE 13113.1). ALTERATIONS TO THE FIRE AND LIFE SAFETY SYSTEM
SHALL BE UNDER SEPARATE PERMIT FROM NE FIRE PREVENTION SECTION
PLANS. PERMIT APPLICATIONS AND FEES SHALL BE SUBMITTED AND PERMIT
APPROVAL SHALL BE OBTAINED PRIOR TO COMMENCEMENT OF ANY WORK
ON THE FIRE AND LIFE SAFETY SYSTEM.
14. PROVIDE AN APPROVED FIRE ALAN SYSTEM WITH A DESCRIPTION OF
SEQUENCE OF OPERATION AND LISTED STATE FIRE MARSHALL APPROVED
EQUIPMENT.
I. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL PARTITIONS INDICATED
ON THE DRAWINGS.
2.
3.
4.
5.
6.
PARTITION DIMENSIONS ARE STUD FACE TO STUD FACE UN.O. CENTER LINE OF
PARTITION SHALL ALIGN WITH CENTER LINE OF MULLION WHERE OCCURS, UN.O.
PARTITIONS SWAIN ALIGNED WITH EXISTING BASE BUILDING ELEMENTS SHALL
BE INSTALLED FLUSH AND SMOOTH WITH BASE BUILDING ELEMENTS.
THE CONTRACTOR SHALL USE CORNER BEADS AT ALL EXPOSED CORNERS
AND EXPOSED ENDS IN PLASTER AND DRYWALL PARTITIONS.
ALL PARTITIONS SHALL BE ANCHORED PER MANUFACTURER'S
SPECIFICATIONS AND AS REQUIRED BY APPLICABLE BUILDING CODES.
THE CONTRACTOR SHALL SUPPLY ALL RETURN AIR OPENINGS IN SLAB TO
SLAB PARTITIONS ABOVE CEILINGS AS REQUIRED BY ENGINEERING
DRAWINGS. ALL OPENINGS IN DEMISING AND SOUND- ATTENUATED PARTITIONS
SHALL HAVE SOUND BOOTS AND ALL OPENINGS IN FIRE -RATED PARTITIONS
SHALL HAVE FIRE DAMPERS AS REQUIRED BY LOCAL BUILDING CODES.
CONTRACTOR SHALL COORDINATE WITH ENGINEERING DRAWINGS AND INFORM
WESTFIELD OF DISCREPANCIES PRIOR TO BIDDING.
1. THE CONTRACTOR SHALL PROVIDE SUFFICIENT FRAMING IN PARTITIONS FOR
ALL DUCT WORK RETURN AIR OPENINGS AND GRILLS ABOVE AND BELOW
CEILINGS SHALL BE COORDINATED WITH MECHANICAL ENGINEERING
DRAWINGS AND MECHANICAL CONTRACTOR'S SHOP DRAWINGS. ALL
OPENINGS SHALL BE PROPERLY SEALED FOR SOUNDPROOFING AND
AGAINST VIBRATION.
a THE CONTRACTOR SHALL PROVIDE AND INSTALL ACCESS PANELS AS
REQUIRED FOR MECHANICAL, ELECTRICAL AND PLUMBING INSTALLATIONS
PER APPLICABLE BUILDING CODES. CONTRACTOR SHALL COORDINATE
TYPE AND LOCATION OF ACCESS PANELS WITH WESTFIELD PRIOR TO
INSTALLATION.
9. WESTFIELD SI4ALL HAVE THE RIGHT TO REVIEW AND APPROVE CHALK LINES
PRIOR to INSTALLATION OF TRACKS. WESTFIELD SHALL BE NOTIFIED OF ANY
DEVIATION FROM DIMENSIONS OR CLEARANCES ON PLANS REQUIRED DUE TO
FIELD CONDITIONS.
10. NE PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL PLUMBING
ROUGH -INS, FIXTURES, AND ACCESSORIES INDICATED IN THE DRAWINGS.
II. THE PLUMBING CONTRACTOR SHALL SUBMIT CUTS OF ALL NEW FIXTURES,
FITTINGS, AND ACCESSORIES TO WESTFIELD FOR REVIEW.
12. NE PLUMBING CONTRACTOR SHALL COORDINATE AND INSTALL HIS WORK IN
ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
13. THE PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL VALVES AS
INDICATED IN THE DRAWINGS AND /OR AS REQUIRED FOR THE PROPER
CONTROL OF THE PIPING AND APPARATUS INSTALLED AS PART OF THIS
PROJECT 50 THAT ANY FIXTURE, LINE, OR APPARATUS MAY BE CUT OFF AND
REPAIRED WITHOUT INTERFERENCE OR INTERRUPTION OF SERVICE TO THE
REMAINDER OF THE BUILDING.
14. BEFORE COVERED UP OR BUILT -IN, ALL PIPING SI4ALL BE TESTED AND
INSPECTED AS REQUIRED BY THE AUTHORITIES HAYING JURISDICTION.
1. CONTRACTOR SHALL FURNISH AND INSTALL 119 NATURAL GAS SERVICE TO
THE THE REAR OF THE TENANT SPACE. COORDINATE INSTALLATION WIN
WESTFIELD AND FUTURE TENANT.
2. CONTRACTOR SHALL FURNISH AND INSTALL ROOF TOP UNIT AT EXISTING RTU
PER DESIGN BUILD MECHANICAL CONTRACTOR CONTRACTOR SHALL
VERIFY SIZE AND WEIGHT OF EXISTING UNIT AND CONDITION OF EXISTING
ROOF CURB. CONTRACTOR SHALL FURNISH AND INSTALL REQUIRED
STRUCTURAL SUPPORT PER LOCAL JURISDICTIONS FOR SUPPORT OF NEW RTU,
IF WEIGHT AND SIZE ARE GREATER THAN EXISTING UNIT. ALL ROOF
PENETRATIONS 514ALL BE COORDINATED WITH WESTFIELD. NEW RTU HVAC
SHALL BE (I) FIVE TON UNIT AND BE IN PROPER WORKING ORDER WITH
CERTIFICATE, VERIFYING THE SAME.
3. CONTRACTOR SHALL FURNISH AND INSTALL ONE (I) TWO -STAGE HEAT /COOL
THERMOSTAT FOR HEATING AND COOLING OF TENANT'S DEMISED AREA IN
ACCORDANCE TO TENANT'S SPECIFICATIONS.
4. CONTRACTOR SHALL FURNISH AND INSTALL ELECTRICAL SERVICE FROM
MALL METER ROOM TO TENANT DEMISED AREA.
5. CONTRACTOR SHALL DEMOLISH EXISTING ELECTRICAL PANEL AND FURNISH
AND INSTALL 200 AMP 120 / 208 SERVICE 3 - P1-1A5E SERVICE; '4 WIRE, 42
PANEL BOX AT LOCATION TO BE DETERMINED BY TENANT.
6. CONTRACTOR SHALL FURNISH AND INSTALL TELEPHONE CONDUIT FROM MALL
TELECOM ROOM TO REAR OF TENANT DEMISED SPACE.
1. CONTRACTOR SHALL ROUGH IN SEWER LINE STUBBED UP ABOVE CONCRETE
FLOOR - SIZED ADEQUATELY TO ACCOMMODATE WASTE LINES PER TENANT
SPECIFICATIONS. CONTRACTOR SHALL SAWCUT, TRENCH, BACKFILL, PATCH
CONCRETE FLOOR TO LOCATE REQUIRED STUB UP AT LOCATION
DETERI" LINED BY TENANT.
8. CONTRACTOR SI4ALL FURNISH AND INSTALL WATER SERVICE TO THE REAR OF
TENANT DEMISED SPACE.
9. CONTRACTOR SHALL FURNISH AND INSTALL TWO (2) FLOOR DRAINS AT
LOCATION TO BE DETERMINED BY TENANT. CONNECT TO WASTE LINES.
CONTRACTOR SHALL SAWCUT, TRENCH, BACKFILL, PATCH CONCRETE FLOOR
TO LOCATE REQUIRED STUB UP AT LOCATION DETERMINED BY TENANT.
REVIEWED FOR
CODE COMPLIANCE
APPROVED
APR 0 5 2012
City of Tukwila
BUILDING DIVISION
D
KEY - LEGEND
- EXISTING
DOOR
- NEW DOOR
- EXISTING DOOR
TO BE DEMOLISHED
AND /OR SALVAGED
FOR REUSE
• - - EGRESS PATH
- STORAGE
SCREEN WALL
- EXISTING WALL
NEW WALL
- EXISTING WALL
TO BE DEMOLISHED
- (E) LIGHT FIXTURE
TO BE DEMOLISHED
- LEASE LINE
S - LIGHT SWITCH
db - ELECTRICAL OUTLET
- DATA OUTLET
- EMERGENCY EXIT
SIGN
EXIT - EGRESS EXIT
MAR 19 2012
ERMIT CENTER
PE
Wesdle[c[
South cen ter
633 Sauthoenter Parkway
lbkwa, WA., 98168-2868
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, 15 THE PROPERTY OF THE
ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECTS
PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECTS
NAME, ALL OESGN AND OTHER INFORMAI1ON SHOWN ON THE ORAMNG 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 (206) 624 -2973
ISSUE
ISSUE
DATE:
MPROVEMENTS
TENANT STOREFRONT
0
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0
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PERMIT SET
MARCH 19, 2012
PROJECT ARCHITECT
WEJ
PROJECT MANAGER
WEJ
GENERAL
NOTES
A I .0
SMSA:1222.03.03
XTERIOR
51' -0"
(E) SLIDING DOOR TO BE
DEMOLISHED IN ITS ENTIRETY
(E) MALL
CONCOURSE
TYP.
33' -S 1/2"
DEMOLITION FLOOR PLAN
1 /4" = 1' -0"
OUTLINE OF (E) STOREFRONT
TO BE DEMOLISHED IN; ITS ,.:;
EXTERIOR ELEVATION
N.T.S.
ADJACENT TENANT SPACE -
NO WORK THIS AREA -\\
INTERIOR ELEVATION
N.T.S.
REVIEWED FOR
CODE COMPLIANCE
APPROVED
APR 0 5 2012
City of Tukwila
BUILDING DIVISION
PHOTO DETAIL
N.T.S.
PHOTO DETAIL
N.T.S.
PHOTO DETAIL
N.T.S.
PHOTO DETAIL
N.T.S.
DEMOLITION GENERAL AL NOTES:
I. ALL REASONABLE EFFORT WAS BEEN MADE BY THE DESIGN TEAM TO REPRESENT
EXISTING CONDITIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION OF
EXISTING ITEMS, NCLUDING BUT NOT LIMITED TO, FLOORING, CEILING, WALL ASSEMBLY,
WALL FINISHES, ETC. IN EFFORT TO PREPARE SPACE FOR NEW CONSTRUCTION.
2. ALL ELECTRICAL, PLUMBING, AND MECHANICAL SYSTEM WITHIN THE AREA OF
DEMOLITION SHALL BE DEMOLISHED 114 THEIR ENTIRETY AND CAPPED AT THEIR
RESPECTIVE POINT OF ORIGIN.
O EMO FLOOR PLAN KAY NOTES:
0
0
0
05
OUTLINE OF AREA DESIGNATED TO BE DEMOLISHED BY CONTRACTOR IN
PREPARATION AND ACCESS FOR DEMOLITION OF WALL ASSEMBLY AND
CONSTRUCTION OF NEW TENANT DEMISING WALL. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO DEMOLISH AND REMOVE ANY OBSTRUCTIONS THAT PREVENT
DEMOLITION AND CONSTRUCTION ACTIVITY. WORK SHALL INCLUDE, BUT NOT BE
LIMITED TO, THE DEMOLITION OF CEILING TILE AND GRID, LIGHTING, MECHANICAL,
FIRE ALARM, AND SPRINKLER SYSTEMS AS REQUIRED FOR DEMOLITION AND
CONSTRUCTION OF DESIGNATED WALL ASSEMBLY.
(E) FLOOR FINISHES TO BE DEMOLISHED IN THEIR ENTIRETY, INCLUDING BUT NOT
LIMITED TO, TILE, WOOD FLOOR, VCT, CARPET, ADHESIVES, GROUT, ETC.
(E) METAL STUD FRAMING AND GLOB 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, GWB, WOOD TRIM, WALL FIXTURES, ELECTRICAL, DATA, AND MECHANICAL
FIXTURES /SERVICES.
(E) DOOR AND FRAME TO BE DEMOLISHED IN ITS ENTIRETY, INCLUDING BUT NOT
LIMITED TO, DOOR, FRAME, HARDWARE, ETC.
(E) STOREFRONT TO BE DEMOLISHED IN ITS ENTIRETY TO ALLOW FOR
CONSTRUCTION OF STOREFRONT AS INDICATED ON PLANS. DEMOLITION SHALL
INCLUDE, BUT NOT BE LIMITED TO, GLAZING, WOOD TRIM, SIGNS, RUNNERS, GUY
WIRE, ANCHORS, SEISMIC BRACING, AND CEILING - MOUNTED FIXTURES, AND
LIGHTING.
(E) OVERHEAD COILING GRILLE TO 8E DEMOLIGI -TED IN ITS ENTIRETY, INCLUDING
BUT NOT LIMITED TO, FRAME, MOTOR, POWER, GRILLE, ETC.
(E) TENANT DEMISING WALL TO REMAIN. PAINT TO LEVEL 4 FINISH.
(E) RESTROOM TO BE DEMOLISHED IN ITS ENTIRETY, INCLUDING BUT NOT LIMITED
TO, METAL STUD FRAMING/ GWB WALL ASSEMBLY, WALL FINISHES, PLUMBING
FIXTURES, CEILING, ELECTRICAL FIXTURE, POWER, SWITCHES, CONDUITS,
WALL - MOUNTED FIXTURES, ETC. CONTRACTOR SHALL CAP ALL UTILITIES AT POINT
OF ORIGN TYPICAL, POWER MECHANICAL, PLUMBING, SPRINKLER, AND FIRE
ALARM.
09 (E) SINK TO BE DEMOLISHED IN ITS ENTIRETY. TERMINATE ALL PLUMBING, SUPPLY,
AND WASTE LINES AT POINT OF ORIGIN.
10 (E) WATER CLOSET TO BE DEMOLISHED IN ITS ENTIRETY. TERMINATE ALL
PLUMBING, SUPPLY, AND WASTE LINES AT POINT OF ORIGIN.
11 (E) ELECTRICAL PANEL TO BE DEMOLISHED IN ITS ENTIRETY.
12 (E) WATER HEATER TO BE DEMOLISHED IN ITS ENTIRETY.
13 (E) CASEWORK TO BE DEMOLISHED IN ITS ENTIRETY.
1� (E) TILE AT MALL CONCOURSE TO BE DEMOLISHED.
r
SHADED AREA SHALL REPRESENT THAT AREA
DESIGNATED TO BE DEMOLISHED IN ORDER FOR
NEW CONSTRUCTION AND EXPANSION OF VACANT
TENANT SPACE. DEMOLITION SHALL INCLUDE BUT
NOT BE LIMITED TO WALLS, CASEWORK, COLUMN
COVERS, FIXTURES FLOORING, BASE, AND ALL FINISHES
ASSOCIATED WITHIN THE AREA OF DEMOLITION IN
PREPARATION OF NEW CONSTRUCTION.
b io8?
RECEIVED
MAR 19 2012
PERMIT CENTER
9;&iiew
Southcenter
633 Southcenter Parkway
Tukwila. 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 IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE
ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S
PERMISSION AND UNLESS ME REPRODUCRON CARRIES THE ARCHITECT'S
NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON ME DRAWING ARE
FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT DE 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 (200) 624 -2973
MPER
INGTON
Ct
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ISSUE
ISSUE
DATE:
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2
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0
0
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0
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PERMIT SET
MARCH 19, 2012
PROJECT ARCHITECT
WEJ
PROJECT MANAGER
WEJ
DEMO FLOOR
PLAN AND
PHOTO
DETAILS
A0.1
SMSA:1222.03.03
SI T
EXTE
IOR —\\
-h----- L - - - =_
1
-1
-- i-- - - - - -; - I I
L-- ----J-
\_(E) MALL
CONCOURSE -
DEMOLITION FLOOR PLAN
1/4" = 1' -O"
PHOTO DETAIL
N.T.S.
ADJACENT1 TENANT SPACE -
NO WOW THIS AREA —N\
PHOTO DETAIL
N.T.S.
PHOTO DETAIL
N.T.S.
REVIEWED FOR
CODE COMPLIANCE
APPROVED
APR 05 2012
City of Tukwila
BUILDING DIVISION
DEMOLITION GENERAL NOTES:
1 ALL REASONABLE EFFORT HAS BEEN MADE BY THE DESIGN TEAM TO REPRESENT
EXISTING CONDITIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION OF
EXISTING ITEMS, INCLUDING BUT NOT LIMITED TO, FLOORING, CEILING, WALL ASSEMBLY,
WALL FINISHES, ETC. IN EFFORT TO PREPARE SPACE FOR NEW CONSTRUCTION.
2. ALL ELECTRICAL, PLUMBING, AND MECHANICAL SYSTEM WITHIN THE AREA OF
DEMOLITION SHALL BE DEMOLISHED IN THEIR ENTIRETY AND CAPPED AT THEIR
RESPECTIVE POINT OF ORIGIN.
DEMO RCP KEY NOTES:
, (E) CEILING TILE AND GRID TO BE DEMOLISHED IN ITS ENTIRETY, TO ALLOW
FOR DEMOLITION AND CONSTRUCTION OF WALL ASSEMBLIES AS INDICATED
ON PLANS. DEMOLITION SHALL INCLUDE, BUT NOT BE LIMITED TO, TRACK
LIGHTING, RUNNERS, GUY WIRE, ANCHORS, SEISMIC BRACING, CEILING - MOUNTED
FIXTURES, LIGHTING, ETC. ALL UTILITIES SHALL BE CAPPED AT POINT OF
ORIGIN.
lag (E) GWB SOFFIT AND FRAMING TO BE DEMOLISHED IN ITS ENTIRETY, TO ALLOW
FOR DEMOLITION AND CONSTRUCTION OF WALL ASSEMBLIES AS INDICATED
ON PLANS. DEMOLITION SHALL INCLUDE, BUT NOT BE LIMITED TO, RUNNERS,
GUY WIRE, ANCHORS, SEISMIC BRACING, WOO TRIM, CEILING- MOUNTED
FIXTURES, AND LIGHTING.
a>.
(E) STOREFRONT BULKHEAD 4 OVERHEAD COILING GRILLE TO BE
DEMOLISHED IN THEIR ENTIRETY TO ALLOW FOR DEMOLITION AND
CONSTRUCTION OF WALL ASSEMBLIES AS INDICATED ON PLANS. DEMOLITION
SHALL INCLUDE, BUT NOT BE LIMITED TO, GLAZING, WOOD TRIM, SIGNS,
RUNNERS, GUY WIRE, ANCHORS, SEISMIC BRACING, CEILING- MOUNTED FIXTURES,
LIGHTING, ETC.
SHADED AREA SHALL REPRESENT THAT AREA
DESIGNATED TO BE DEMOLISHED IN ORDER FOR
NEW CONSTRUCTION AND EXPANSION OF VACANT
TENANT SPACE. DEMOLITION SHALL INCLUDE, BUT
NOT 8E LIMITED TO TRACK LIGHTING, RUNNERS, GUY
WIRE, ANCHORS, SEISMIC BRACING, CEILING - MOUNTED
FIXTURES, LIGHTING, ETC., ASSOCIATED WITHIN THE
AREA OF DEMOLITION IN PRE ARATION OF NEW
CONSTRUCTION.
61)-.0 ect
RECEIVED
MAR 19 2012
PERMIT CENTER
WslIle[Lf
South center
833 Sauthcenter Parkway
Tukwila, WA.. 9 81 88 -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 IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY Or THE
ARCHITECT AND MAY NOT BE REPRODUCED YATHOUT THE ARCHITECTS
PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECTS
NAME. AU. DESIGN AND OTHER INFORMATION SHORN ON WE DRAWNC 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 (206) 624 -2973
WESTFIELD MALL AT SOUTHCENTER
ISSUE
ISSUE
DATE:
�co
W -
Z rn
W I<
z <
0 J
PERMIT SET
MARCH 19, 2012
PROJECT ARCHITECT
WEJ
PROJECT MANAGER
WEJ
DEMO RCP
AND
PHOTO
DETAILS
A1.0
SMSA 1222.03.0
(E) CURB
(E) BRICK
COLUMN
TO REMAIN
(E) BRICK
COLUMN
TO REMAIN
(E) BRICK
COLUMN
TO REMAIN
52' -4"
(E) SIDEWALK
TO REMAIN
36' -3"
(E) BACK OF HOUSE
CORRIDOR TO REMAIN
TENANT LEASE
LINE
i" ALUMINUM
REVEAL
BACKER ROD AND
CAULK - TYPICAL
LEASE LINE
(E) VACANT TENANT
SPACE - NO WORK THIS
AREA
20-3"
VACANT TENANT
SPAC
100
4' -0"
ALUMINUM STOREFRONT
FRAMING WITH INSULATED
GLAZING TYP.
ALUMINUM STOREFRONT
FRAMING WITH X"
THICK GLAZING
a(aG rlivctic-
■(
vC
LEASE L INE
35' -10 15/16"
r■
LEASE LINE
(E) ALUM. STOREFRONT
AT MALL CONCOURSE
1
4' -1 1/4"
LEASE LINE
`(E) MALL
CONCOURSE
± 2' -6"
56' -1 15/16"
FLOOR PLAN
(E) WALL ASSEMBLY
RE: WALL TYPE
1/4" = 1' -0"
(E) MALL STOREFRONT TO REMAIN
4 1/2" X 4 1/2"
CORNER ALUM.
STOREFRONt
FRAMING
TENANT LEASE LINE J
ALUMINUM STOREFRONT
AND GLAZING SYSTEM -
TYPICAL
NEUTRAL PIER DETAIL
1 1/2" = 1' -0"
(E) VACANT TENANT
SPACE - NO WORK THIS
AREA
4 1/2" X 4 1/2" CORNER
ALUM. STOREFRONT
FRAMING
BACKER ROD
AND CAULK
LEASE
X" ALUMINUM REVEAL
- X" THICK TEMPERED
GLAZING - TYP.
(E) WALL ASSEMBLY
RE: WALL TYPE
2' -6"
ADJACENT TENANT 7
STOREFRONT TO REMAIN
NEUTRAL PIER DETAIL
1 1 /2" =
ALUM. STOREFRONT
FRAMING WITH X"
THICK GLAZING
- L INE UP STOREFRONT
WITH FACE OF ADJACENT
TENANT TO THE SOUTH
REVIEWED FOR
CODE COMPLIANCE
APPROVED
APR 0 5 2012
City of Tukwila
BUILDING DIVISION
UJ,4LL TYPES
WALL TYPE CNERAL NOTES:
EXISTING WALL TYPE
- (E) 5/8" TYPE X GM
- (E) 6" (16 GA) METAL STUD FRAMING
- (E) EXTERIOR SHEATHING
- (E) BUILDING PAPER
- (E) BRICK VENEER
2
EXISTING WALL TYPE (1 -14R RATED)
UL DESIGN U -465
- (E) 5/8" TYPE X GLOB
- (E) METAL STUD FRAMING
- (E) 5/8" TYPE X GWB AT TENANT SPACE
CONTRACTOR 51-1ALL VERIFY THE STATUS OF
EXISTING WALL ASSEMBLY TO MEET MEET 1-HR
RATED ASSEMBLY REQUIREMENT.
I. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS, INCLUDING BUT NOT LIMITED TO,
METAL STUD WIDTH AND THICKNESS, HEIGHT OF STUD FRAMING, CONDITION OF EXISTING
GWB.
2. CONTRACTOR SHALL PREP AND PRIME ALL VACANT TENANT SPACE GM TO LEVEL 4
FINISH.
3. CONTRACTOR SHALL PREP AND PAINT ALL MALL CONCOURSE- RELATED AREAS
(NEUTRAL PIERS, BULKHEAD, ETC.) TO LEVEL 4 FINISH. COLOR TO BE DETERMINED BY
WESTFIELD.
4. CONTRACTOR SHALL MAINTAIN RATING OF ALL 1-HOUR RATED ASSEMBLIES (EXISTING
AND NEW) WITHIN AREA OF WORK
of; viii 1 ;\
FLOOR PLAN GENERAL NOTES:
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. CONTRACTOR SHALL COORDINATE WITH LANDLORD REGARDING EXISTING CONDITIONS.
3. EXISTING WALLS ADJACENT TO TENANT SPACE SHALL REMAIN - LEAVING MIN. 6" GAP
,4T TOP OF WALL FOR PROPER PLENUM AIR FROM FINISH WALL PER FINISH SCHEDULE.
4. DATA/ELECTRICAL/MECHANICAL ARE SHOUIIN FOR REFERENCE ONLY. DATA,
ELECTRICAL, AND MECHANICAL 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.
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.
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
8. 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 "EXISTING - NO WORK" 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 SET FORTH BY LOCAL AND NATIONAL
CODES AND JURISDICTIONS HAVING AUTHORITY.
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. CONTRACTOR SHALL PATCH CONCRETE SLAB AND
PROVIDE SMOOTH AND LEVEL FLOOR SLAB READY TO RECEIVE FLOOR FINISH BY
TENANT.
11. CONTRACTOR SHALL CAP AND TERMINATE ALL EXISTING UTILITIES AND SERVICES
DESIGNATED TO BE DEMOLISHED ABOVE FINISH FLOOR LEVEL AT ITS POINT OF ORIGIN.
12. CONTRACTOR SHALL COORDINATE AND CONFIRM DOOR CLEARANCES AT EACH
DOOR AND THRESHOLD, INCLUDING COORDINATION OF FUTURE TENANT FLOOR FINISHES.
13. RECEPTACLE AND COVERPLATES IN STOREFRONT SOFFIT 51-1ALL BE FLUSH- MOUNTED
PARALLEL TO STOREFRONT GLASS. CIRCUIT TO PANEL AS INDICATED. RE: ELECTRICAL
14. MOUNT SALES AREA DUPLEX RECEPTACLES AND COVERPLATES AT 18" AFF. WHERE
RECEPTACLES ARE LOCATED BEHIND WALL PANELS, MOUNT HORIZONTALLY AT 8" AFF.
CIRCUIT TO PANEL AS INDICATED ON ELECTRICAL. RE: ELECTRICAL.
15. RECEPTACLES FOR CCTV SHALL BE LOCATED AT 6' -0" AFF.
16. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL DUCT - MOUNTED SMOKE
DETECTORS. THE DETECTOR SHALL BE INSTALLED IN THE DUCTWORK BY MECHANICAL
CONTRACTOR ELECTRICAL CONTRACTOR SHALL INTERLOCK SMOKE DETECTOR WITH
HVAC UNIT AND MAKE ALL FINAL CONNECTIONS AS REQUIRED FOR A COMPLETE SYSTEM.
HVAC UNIT SHALL SHUT DOWN UPON ACTIVATION OF SMOKE DETECTOR COORDINATE WITH
MECHANICAL CONTRACTOR AND LANDLORD TO PREVENT ANY CONFLICTS IN FIELD.
RE: MECHANICAL AND ELECTRICAL
11. CONTRACTOR SHALL REFER TO MECHANICAL DRAWINGS FOR I AC CONNECTION
SCHEDULE AND WIRING REQUIREMENTS.
O FLOOR PLAN KEY NOTES:
CONTRACTOR SHALL DEMO (E) FLOORING AND CLEAN EXISTING SLAB IN
PREPARATION FOR FLOORING TO BE INSTALLED BY TENANT. SLAB SHALL BE FREE
OF ADHESIVE, RESIDUE, ASSOCIATED ANCHORS, ETC.
OEXISTING WALL TO REMAIN. CONTRACTOR SHALL PRIME AND PREP EXISTING GWB
TO LEVEL 4 FINISH. FINAL PAINT COATING SHALL BE BY FUTURE TENANT.
NEUTRAL PIER CONSTRUCTION PER WALL TYPE AND DETAILS. CONTRACTOR SHALL
PREP AND PAINT GWB ALONG MALL CONCOURSE TO MATCH ADJACENT MALL
CONCOURSE IN COLOR, TEXTURE, AND FINISH.
RECEIVED
MAR 19 2012
PERMIT CENTER
WesiIle[c[
Southcenter
833 Southcenter Parkway
Tukwila. 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 ARCHITECTS
PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECTS
NAME, ALL DESIGN AND OTHER 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 Liability Company
4000 DELRIDGE WAY SW
SUITE 200 • SEATTLE, WA 98106
(208) 824 -2777 • FAX (208) 624 -2973
z
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111
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TEN)
ISSUE
ISSUE
DATE:
PERMIT SET
MARCH 19, 2012
PROJECT ARCHITECT
WEJ
PROJECT MANAGER
WEJ
FLOOR PLAN
AND DETAILS
A2.0
SMSA:1222.03.03
TTOM OF (E) BULKHEAD
13' -10"
A" BLACK ALUM.
REVEAL
LEDGESTONE
VENEER ' CULTURED STONE'
COLOR: MOJAVE
dpTOP OF STOREFRONT
10' -2"
PROPOSED LOCATION OF
TENANT BLADE SIGN.
PROVIDE SPARE CONDUIT s
J -BOX. COORDINATE WITH TENANT.
EXISTING
MALL CONCOURSE BULKHEAD
- FIELD VERIFY HEIGHT
LOCATION OF STOREFRONT
SIGN. REVERSE CHANNEL
LETTERS - PROVIDE SPARE
CONDUIT $ J -BOX. COORDINATE
WITH TENANT.
—1
LEDGESTONE
VENEER ' CULTURED STONE'
COLOR: MOJAVE
X" BLACK ALUMINUM
REVEAL
(E) NEUTRAL PIER
TO REMAIN
SQUARE GLAZING CLIPS
TYPICAL (2) AT EACH
JOINT
EXISTING MALL
ENTRY TO
REMAIN
XX" BLACK ALUM.
REVEAL
FINISH FLOOR
0' -0"
(E) STONE
FINISH TO REMAIN
(E) STOREFRONT
AT MALL CONCOURSE
TO REMAIN
ALUMINUM STOREFRONT
AND 119 THICK GLAZING
TYPICAL.
)5" BLACK ALUMINUM
REVEAL
ALUMINUM STOREFRONT
AND ti " THICK GLAZING
TYPICAL.
EAST ELEVATION (INTERIOR)
1/2" = 1' -0"
TILE BACKER BOARD
AT STONE VENEER - TYP.
6" METAL STUD
FRAMING - CONTINUE
TO SOFFIT ABOVE
THIN LEDGESTONE
VENEER ' CULTURED STONE'
COLOR: MOJAVE
INT. HEAD DETAIL
%' GWB - TYPICAL
6" METAL STUD
HEADER - TYPICAL
BACKER ROD AND CAULK -
TYPICAL EACH SIDE
ALUMINUM STOREFRONT
FRAMING - TYPICAL
GLAZING ADAPTER -
TYPICAL
Xi" THICK TEMPERED
GLAZING
x" THICK TEMPERED
GLAZING - TYPICAL
SEALANT AT BASE
STOREFRONT
(E) MALL CONCOURSE
TILE TERMINATE AT FACE
OF STOREFRONT
ALUMINUM STOREFRONT
FRAMING AT SILL
BACKER ROD AND CAULK
AT SILL - FINISH FLOOR
TENANT FLOOR FINISH
BY OTHERS
NOTE: DEMO AND INSTALL MALL CONCOURSE TILE AS REQUIRED
FOR INSTALLATION OF NEIU STOREFRONT
INT. SILL DETAIL
J
GLASS ENTRY DOOR
WITH 1/5" THICK GLAZING
TYPICAL.
TILE BACKER BOARD
,AT STONE VENEER - TYP.
6" METAL STUD
FRAMING - CONTINUE
TO SOFFIT ABOVE
LEDGESTONE
VENEER ' CULTURED STONE'
COLOR: MOJAVE
PAINT GM BLACK
TO LEVEL 4 FINISH
INT. DOOR HEAD DETAIL
%" GWB - TYPICAL
6" METAL STUD
HEADER - TYPICAL
ALUMINUM FRAME
DOUBLE ACTING
DOOR STILE AND
RECESSED CLOSER
DOOR STILE
AT HEAD
)5" THICK TEMPERED
GLAZING
3" = 1' -0"
NOTE: CONTRACTOR SHALL
PROVIDE REQUIRED CLEARANCES
AT THRESHOLD FOR FLOOR FINISHES
(INCLUDING TENANT FINISHES)
"r` a ="uuu"UDU"ull NIIIIIIIIIUUIIIIIIIIIIIIIIIII iUIIIIIIUIIIIIIU"URU6tt
)Y" THICK TEMPERED
GLAZING
DOOR STILE
AT FLOOR
TRANSITION OF FLOOR
FINISH AT CENTER LINE
OF DOOR
FINISH FLOOR
PER TENANT
MALL CONCOURSE TILE, TYPICAL
DEMO TILE AS REQUIRED FOR INSTALLATION
OF NEW STOREFRONT
INT. THRESHHOLD DETAIL
3" = 1' -0"
EXISTING
BRICK FACADE TO
REMAIN
\\— EXISTING MALL
ENTRY TO
REMAIN
)5" GAP -
MAXIMUM
ALUMINUM STOREFRONT
AND INSULATED GLAZING
TYPICAL.
T-
I
Ll1
I �/
=1 Z (L EQ. if
1L LI /
1
I_
L.�
///
15' -3" ROUGH OPENING (F.V.)
EQ
/
EQ.
ALUMINUM STOREFRONT
AND INSULATED GLAZING
TYPICAL.
NORTH ELEVATION (EXTERIOR)
1 /2" = 1' -0"
EQ
/ =
a/%
EQ.
EQ.
//
B.o. EXIST. SOFFIT
1 1 --T 1 T— 10' -0"
1
10
42.1
1/2" THICK TEMPERED
GLAZING - TYPICAL
2" SQUARE GLAZING CL
MIN. (2) AT EACH
JOINT
INT. BUTT JOINT DETAIL
3" = 11 -0"
ALUMINUM
FRAME BELOW
X" GAP -
MAXIMUM
INT. CORNER DETAIL
REVIEWED FOR
CODE COMPLIANCE
APPROVED
APR 05 2012
City of Tukwila
BUILDING DIVISION
1/2" THICK TEMPERED
GLAZING - TYPICAL
2" L -SHAPE GLAZING
CLIPS, MIN. (2) AT EACH
JOINT
3" = 1l -0"
GLAZING ADAPTER -
TYPICAL
1/2" TI-IK TEMPERED
GLASS ENTRY DOOR -
TYPICAL
)¢" THICK TEMPERED
GLAZING - TYPICAL
2" X 4 1/2" COMER
ALUMINUM STOREFRONT
FRAMING - TYPICAL
ALUMINUM STOREFRONT
SILL BELOW
INT. DOOR JAMB DETAIL
3" = 1' -0"
(E) WALL
ASSEMBLY
TO REMAIN
A2.1
_ryas
" [-Val
EXISTING BRICK
FACADE TO REMAIN —\
FINISH FLOOR
010"
3' 0" X 9' -10"
ALUMINUM ENTRY DOOR
WITH INSULATED GLAZING
MEDIUM STILE
BACKER ROD
AND CAULK
4 I/2" X 4 1/2" CORNER
ALUM. STOREFRONT
FRAMING
ALUM. STOREFRONT
SILL BELOW
INT. JAMB DETAIL
(E) STONE FINISH TO REMAIN
BLACK X"
LAL ALUMINUM
GLAZING ADAPTER -
TYPICAL
1/2" THICK TEMPERED
GLAZING - TYPICAL
3" = 1l -0"
2" X 4 I/2"
ALUM. STOREFRONT
FRAMING AT DOOR
GLASS DOOR
WITH )i" THICK TEMPERED
GLAZING
1/2" THICK TEMPERED
GLAZING - TYPICAL
4 1/2" X 4 1/2" CORNER
ALUM. STOREFRONT
FRAMING
GLAZING ADAPTER -
TYPICAL
INT. JAMB /CORNER DETAIL
3" = 1' -0"
D11 089
RECEIVED
MAR 19 2012
PERMIT CENTER
igsifleki
Southcenter
833 Southcenter Parkway
Tukwila, 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 IS AN INSTRUMENT OF SERVICE, IS THE PROPERLY OF THE
ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S
PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECTS
NAME. AU. DESIGN AND OTHER 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
ARCHITE CTS
A Professional Limited Liability Company
4000 DELRIDGE WAY SW
SUITE 200 • SEATTLE, WA 98106
(206) 624 -2777 • FAX (206) 624 -2973
ISSUE
ISSUE
DATE:
PERMIT SET
MARCH 19, 2012
PROJECT ARCHITECT
WEJ
PROJECT MANAGER
WEJ
ELEVATIONS
AND
DETAILS
A2.1
SMSA:1222.03.0
(E) METAL STUD
FRAMING AND HEADER
TO REMAIN
SEALANT EACH
SIDE - TYPICAL
SEALANT EACH SIDE
TYPICAL
EXIST. CONCRETE
SLAB ON GRADE
FLOOR FINISH
BY TENANT
EXTERIOR WALL SECTION
1" = 1' -0"
EXISTING METAL STUD SOFFIT
FRAMING TO REMAIN -
SHORE AS REQUIRED FOR
DEMOLITON OF EXISTING
BRICK FACADE
B.O. EXIST. SOFFIT
10' -0" AFF
ALUMINUM STOREFRONT
FRAMING AND INSULATED
GLAZING - TYPICAL
6" ALUMINUM CURTAIN WALL
FRAME
ALUMINUM HORIZONTAL
STOREFRONT
FRAMING - TYPICAL
EXISTING BRICK
FACADE BEYOND
1" INSULATE GLAZING IN
ALUMINUM STOREFRONT
ALUMINUM HORIZONTAL
STOREFRONT
FRAMING - TYPICAL
ALUMINUM STOREFRONT SILL
SET IN SEALNT
FIRST LEVEL FF
01_09
EXISTING CONCRETE SIDEWALK
TO REMAIN
(E) GWB
PATCH AND REPAIR TO
LEVEL 4 FINISH
BACKER ROD AND
SEALANT
TYPICAL EACH SIDE
ALUMINUM STOREFRONT
FRAMING AT HEAD
ALUMINUM ENTRY DOOR
EXISTING METAL STUD SOFFIT
FRAMING TO REMAIN
0
INSULATED GLAZING - TYPICAL
EXT. DOOR HEAD DETAIL
3" = 1' -0"
(E) GWB
PATCH AND REPAIR TO
LEVEL 4 FINISH
BACKER ROD AND
SEALANT
TYPICAL EACH SIDE
THRESHOLD
BELOW
EXT. DOOR JAMB DETAIL
3" = 1' -0"
ALUMINUM VERTICAL
MULLION
EXT. DOOR JAMB DETAIL
3" = 1' -0"
1" INSULATED
GLAZING, TYP.
WIDE STILE ALUMINUM
ENTRY DOOR
(E) EXTERIOR
SIDEWALK
L
(E) WALL ASSEMBLY
TO REMAIN
ALUMINUM STOREFRONT
FRAMING AT JAMB
CONTINUOUS HINGE
TYPICAL
ALUMINUM ENTRY DOOR
INSULATED GLAZING - TYPICAL
I" INSULATED
GLAZING, TYP.
-DTI
..4111M n1
THERMALLY BROKN ALUMINUM
THRESHOLD SET IN SEALANT
EXIST. CONCRETE SIDEWALK
EXIST. CONCRETE
SLAB ON GRADE
EXT. DOOR THRESHOLD DETAIL
3" = 1' -0"
B.O. EXIST. SOFFIT
10-0" AFF
EXISTING SOFFIT
TO REMAIN
(E) GWB
PATCH AND REPAIR TO
LEVEL 4 FINISH
BACKER ROD AND
SEALANT
TYPICAL EACH SIDE
EXISTING METAL STUD SOFFIT
FRAMING TO REMAIN
ALUMINUM STOREFRONT
FRAMING AT HEAD
INSULATED GLAZING - TYPICAL
EXT. HEAD DETAIL
3" = 1' -0"
EXT. HORIZ MULLION
3" = 1' -0"
1" INSULATED GLAZING
TYPICAL
ALUMINUM HORIZONTAL
STOREFRONT
FRAMING TYPICAL
1" INSULATED GLAZING
TYPICAL
1" INSULATED GLAZING
TYPICAL
ALUMINUM VERTICAL
STOREFRONT
FRAMING - TYPICAL
EXT. VERTICAL MULLION
3" = 1' -0"
BACKER ROD AND
SEALANT
%'' GWB AT INTERIOR
TYPICAL
(E) WALL ASSEMBLY
TO REMAIN
1" INSULATED GLAZING
TYPICAL
INSULATED GLAZING - TYPICAL
ALUMINUM STOREFRONT
FRAMING AT JAMB
BACKER ROD AND
SEALANT - TYP. EACH SIDE
(E) BRICK FACADE TO REMAIN
EXT. JAMB DETAIL
3" = 1' -0"
B.O. EXIST. SOFFIT
10' -0" AFF
EXISTING SOFFIT
FRAMING TO REMAIN
REVIEWED FOR
CODE COMPLIANCE
APPROVED
APR 0 5 2012
City of
BOIL NG DIVISION Tukwila
I" INSULATED GLAZING
TYPICAL
ALUMINUM STOREFRONT
FRAMING - TYPICAL
SEALANT - TYPICAL
EACH SIDE
STAINLESS STEEL
SILL PM - SET IN
SEALANT
EXT. SILL DETAIL
3" = 1' -0"
EXIST. CONCRETE SIDEWALK
EXIST. CONCRETE
SLAB ON GRADE
RECEIVED
MAR 19 2012
PERMIT CENTER
WsIIie[tf
Sou thcenter
633 Southcenter Parkway
7bkwIo. 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 ARCHITECTS
NAME, ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWNC ARE
FOR USE ON THE SPECIFIEO PROJECT ONLY AND SHALL NOT BE USED
OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT
S.M. STEMPER
ARCHITE CTS
A Professional Limited Liability Company
4000 DELRIDGE WAY SW
SUITE 200 • SEATTLE, WA 98108
(206) 824 -2777 • FAX (206) 624 -2973
ISSUE
ISSUE
DATE:
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PERMIT SET
MARCH 19, 2012
PROJECT ARCHITECT
WEJ
PROJECT MANAGER
WEJ
SECTIONS
AND
DETAILS
NO WORK THIS AREA - CEILING
TO BE PROVIDED BY TENANT
LEASE LINE
LEASE LINE
(E) VACANT TENANT
SPACE - NO WORK THIS
AREA
VACANT TENANT
SPACE
100
EXTERIOR ALUMINUM STOREFRONT
AND GLAZING - TYPICAL
NO WORK TH15 AREA - CEILING
TO BE PROVIDED BY TENANT —\
REFLECTED CEILING PLAN
1/2" = 1' -0"
LEASE LINE
DOOR
NO
ROOM
LOCATION
DOOR
TYPE
DOOR
STYLE
SIZE
W x H
THK.
DOOR
MATL.
FRAME
MATL.
RATING
DETAILS
HDWR
GROUP
REMARKS
FIRST FLOOR
HEAD
JAMB
THRESH.
100
MALL CONCOURSE - TENANT SPACE
N/A
GLASS
3' -0" x 10' -0"
13/4"
GLASS
AL
NR
2 /A2.I
4/1/A2.I
9/A2.0
1
1,23,4
101
EXTERIOR - TENANT SPACE
N/A
GLASS
3' -0" x 10' -0"
1 3/4"
GLASS
AL
NR
4/A2.0
11/42.0
3/42.0
2
1,3,4
102
TENANT SPACE - BACK OF HOUSE
EXIST.
EXIST.
3' -0" x 1' -0"
--
--
--
--
--
--
--
--
5
CORRIDOR
REMARKS 413131REVIATION5
1. GLASS DOORS SHALL BE CLEAR FULLY TEMPERED SAFETY GLASS AL ALUMINUM
MEETING ALL REQUIREMENTS FOR GLASS DOORS, INCLUDING ADJACENT FL FLUSH DOOR
GLAZING ALONG MALL CONCOURSE. FR FRAME
2. PULLS TO BE STAINLESS STEEL. HM HOLLOW METAL
3. DOORS TO HAVE SIGN (I" HIGH LETTERS) LOCATED ABOVE DOORS WITHIN NR NON -RATED
TENANT SPACE STATING "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS STOR STOREFRONT
OCCUPIED".
4. DOOR THRESHOLD AND CLEARANCE SHALL ACCOMMODATE TENANT
FLOOR FINISH.
5. EXISTING DOOR TO REMAIN - MAINTAIN 1 -HOUR RATED ASSEMBLY.
HARDWARE GROUPS
GROUP 1: DOOR 100 (ENTRY DOOR)
I QTY. OVERHEAD CONCEALED CLOSER (CRL)
I PR 1" DIAMETER STAINLESS STEEL 12" BACK TO BACK PULLS (CRT
GLASS- MOUNTED STRAIGHT)
I QTY. OEADBOLT FLOOR RAIL LOCK (CRL DOOR FLOOR RAIL LOCK)
1 QTY. CYLINDER (CRL MORTISE KEYED CYLINDER)
GROUP 2: DOOR 101 (ENTRY DOOR)
I QTY. SINGLE ACTING CONTINUOUS HINGE
I QTY. CONTINUOUS THRESHOLD
1 SET. WEATHERSTRIPPING
1 QTY. CLOSER - LCN 4040
1 QTY. FLOOR STOPS
1 SET. DEADLOCK WITH TWO I5/2" DIA. 5 PIN. CYLINDER
I QTY. SURFACE MOUNTED DOOR SWEEP
EXTERIOR MALL STOREFRONT
STOREFRONT DESCRIPTION (BASIS OF DESIGN)
- EXTRUDED ALUMINUM STOREFRONT
- KAWNEER TRIFAB 451 T 2" WIDE BY 4 I/2 "DEEP FRAMING
- SILL SHALL BE 2" HIGH X 4" PEEP
- HEAD SHALL BE 2" HIGH X 4" DEEP
- JAMBS SHALL SE 2" WIDE
- FRAME FINISH SHALL SE BLACK ANODIZED ALUMINUM
- GLAZING SHALL BE MN. I" THICK INSULATED
- CLEAR, FULLY TEMPERED SAFETY GLASS PER HEIGHT
AND GLAZING REQUIREMENTS
- GLAZING SHALL BE SOLARBAN 10 CLEAR TEMPERED GLAZING.
ACCEPTABLE MANUFACTURER'S SHALL INCLUDE EFCO (SERIES 403 I)
AND ARCADIA (SERIES 451 T) MANUFACTURERS SHALL MATCH
KAWNEER BASIS OF DESIGN CRITERIA.
INTERIOR MALL STOREFRONT
STOREFRONT DESCRIPTION (BASIS OF DESIGN)
- KAUINEER TRIFAB 451 SERIES 2" X 49 TYPICAL FRAMES
- GLAZING SHALL BE )4" THICK CLEAR TEMPERED SAFETY GLASS
- STOREFRONT SYSTEMS SHALL IEE FRONT GLAZED AND INCLUDE
GLAZING ADAPTER FOR X" THICK GLAZING
- HORIZONTAL MULLIONS - SILL SHALL BE 2" X 4►i"
- HORIZONTAL MULLION 514ALL BE 2" HIGH
- CORNERS SHALL BE 4X" X44" FRAMES
- STOREFRONT FINISH SHALL BE BLACK ANODIZED ALUMINUM
- VERTICAL JOINTS IN STOREFRONT SHALL BE )4" WIDE MAXIMUM - BUTT
GLAZED SYSTEM WITH 2" X 2" BLACK GLAZING CLIPS AS REQUIRED.
OTHER AVAILABLE MANUFACTURERS INCLUDE ARCADIA, EFCO
INTERIOR
ALUMINUM STOREFRONT
AND GLAZING - TYPICAL
(E) MALL
CONCOURSE —\
INTERIOR
ALUMINUM STOREFRONT
AND GLAZING - TYPICAL
BOTTOM OF (E) MALL CEILING
+/- I3' -I0"
REVERSE CHANNEL
LETTER SIGN -
COORDINATE WITH
TENANT
LEDGESTONE
VENEER ' CULTURED STONE'
COLOR: MOJAVE
ALUMINUM STOREFRONT SPECIFICATIONS:
BASIC DESIGN WIND LOAD CRITERIA:
BASIC WIND SPEED: (3 SECOND GUST) 85 MPH
WIND IMPORTANCE FACTOR: 15
WIND EXPOSURE: C
SERIES:
VG 451 T FRAMING SYSTEM± THERMAL± FRONT
SHEAR BLOCK ASSEMBLY
OUTSIDE GLAZED WITH I" INFILL
WIND LOADS: PROVIDE FRAMING SYSTEM± INCLUDE ANCHORAGE, CAPABLE OF
WITHSTANDING WIND LOAD DESIGN PRESSURES IN ACCORDANCE TO THE 2009 IBC.
AIR INFILTRATION: THE TEST SPECIMEN SHALL BE TESTED IN ACCORDANCE WITI4 ASTM E283.
AIR INFILTRATION SHALL NOT EXCEED 0.06 CFM/FT2 AT A STATIC AIR PRESSURE
DIFFERENTIAL OF 624 PSF.
WATER RESISTANCE: NE TEST SPECIMEN SHALL BE TESTED IN ACCORDANCE WITH 45111 E
331. THERE SHALL BE NO LEAKAGE AT A MINIMUM STATIC AIR PRESSURE DIFFERENTIAL OF 8
PSF AS DEFINED IN AAMA 501.
UNIFORM LOAD: A STATIC AIR DESIGN LOAD OF 20 PSF SHALL BE APPLIED IN THE
POSITIVE AND NEGATIVE DIRECTION IN ACCORDANCE TO ASTM E 330. THERE 514ALL BE NO
DEFLECTION IN EXCESS OF I /I15 OF THE SPAN OF MY FRAMING MEMBER AT A STRUCTURAL
LOAD EQUAL TO 15 TIMES THE SPECIFIED DESIGN LOAD, NO GLASS BREAKAGE OR
PERMANENT SET IN TI4E FRAMING MEMBERS IN EXCESS OF 02% OF THEIR CLEAR SPANS
SHALL OCCUR.
THERMAL RESISTANCE (U- FACTOR: WHEN TESTED IN ACCORDANCE TO AAMA
SPECIFICATION 1503 TI4E THERMAL TRANSMITTANCE (U- FACTOR) 5HALL NOT BE MORE THAN:
GLASS TO EXTERIOR - 0.41 (LOW E) OR 0,61 (CLEAR)
CONDENSATION RESISTANCE (crf): WHEN TEST TO AAMA SPECIFICATION 1503 THE
CONDENSATION RESISTANCE FACTOR 514ALL NOT BE LESS THAN:
GLASS TO EXTERIOR - 10 FRAME AND 69 GLASS (LOW E) OR 69 FRAME AND 58 GLASS
(CLEAR)
MATERIALS:
ALUMINUM FRAMING AND COMPONENTS
1. MATERIAL STANDARD - ASTM B 221± 6063 -T6 ALLOY AND TEMPER
2. MEMBER WALL THICKNESS - EACH FRAMING MEMBER SHALL PROVIDE STRUCTURAL
STRENGTH TO MEET SPECIFIED PERFORMANCE REQUIREMENTS
3. TOLERANCES - REFERENCE TO TOLERANCES FOR WALL THICKNESS AND OTHER CROSS
SECTIONAL DIMENSIONS OF STOREFRONT MEMBERS ARE NOMINAL AND IN COMPLIANCE WITH
AA ALUMINUM STANDARDS AND DATA.
ACCESSORIES:
I. FASTENERS - WHERE EXPOSED SHALL BE STAINLESS STEEL
2. GASKETS - GLAZING GASKETS SHALL BE 'EXTRUDED EPDM RUBBER
3. PERIMETER ANCHORS - WHEN STEEL ANCHORS ARE USED PROVIDE INSULATION BETWEEN
STEEL MATERIAL AND ALUMINUM MATERIAL TO PREVENT GALVANIC ACTION.
4. THERMAL BARRIER - (TRIFAB VG 451T) KAWNEER ISOLOCK THERMAL BREAK WITH A Y"
SEPARATION CONSISTING OF TWO PART CHEMICALLY CURING, HIGH DENSITY POLYURETHANE
WHICH IS MECHANICALLY AND ADHESIVELY JOINED TO ALUMINUM STOREFRONT SECTIONS.
THERMAL BREAK SHALL BE DESIGNED IN ACCORDANCE WITH AAMA TIR -A8 AND TESTED IN
ACCORDANCE TO AAMA 505
SEALANT:
DOW CORNING 190 SILICONE SEALANT - MATCH EXISTING SEALANT COLOR (SANDSTONE)
GLAZING:
SOLARBAN10
VISIBLE LIGHT TRANSMISSION: 63%
U -VALUE WINTER: 029
U -VALUE SUMMER: 021
SHGC: 0.21
SHADING COEFFICIENT: 0.31
•
TOP OF ALUMINUM STOREFRONT
I0' -2"
6" 9 METAL STUD FRAMING AND
%I' GWB - TYPICAL
ALUMINUM STOREFRONT
FRAMING (HEAD)
X" THICK TEMPERED
GLAZING WIN (2)
GLAZING
CLIPS AT EACH JOINT
TYPICAL
\--MALL CONCOURSE
(E) CEILING AT MALL
CONCOURSE
METAL STUD DIAG.
BRACING BACK
TO STRUCTURE AS REQUIRED
MIN. 4' -0" O.C.
6" METAL STUD FRAMING
AND HEADER WITH %" GWB
TYPICAL.
ALUMINUM STOREFRONT
FRAMING (SILL)
(E) MALL CONCOURSE
TILE
FINISH FLOOR
0'-0"
\--TENANT SPACE —\
FLOOR FINISH BY
TENANT
WALL SECTION
1/2" =11-0"
BOTTOM OF (E) MALL CEILING
+/- 13' -I0"
REVERSE CHANNEL —
LETTER SIGN - BEYOND
COORDINATE WITI4
TENANT
REFLECTED CE IL INCA PLAN GENERAL NOTES:
■
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. AREAS DESIGNATED AS 'NO WORK THIS AREA' SHALL REMAIN AS CURRENT
CONDITION. THE SPACE 51-1ALL 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.
REVIEWED FOR
CODE COMPLIANCE
APPROVED
APR 05 2012
City of Tukwila
BUILDING DIVISION
Lly
J•J
LEDGESTONE
VENEER ' CULTURED STONE'
COLOR: MOJAVE
TOP OF ALUMINUM STOREFRONT
10' -2"
ALUMINUM STOREFRONT
FRAMING (HEAD)
)¢" THICK TEMPERED
GLAZING WITH (2)
GLAZING
CLIPS AT EACH JOINT
TYPICAL
MALL CONCOURSE
ALUMINUM STOREFRONT
FRAMING (SILL)
(E) MALL CONCOURSE
TILE
FINISH FLOOR
0' -0"
In
I I I i•
1I I
I 1
9
9
3
(E) CEILING AT MALL
CONCOURSE
METAL STUD DIAL.
BRACING SACK
TO STRUCTURE AS REQUIRED
MIN. 4' -0" O.C.
6" METAL STUD FRAMING
AND HEADER WITH %" GUS
TYPICAL.
A2.0
TENANT SPACE \
WALL SECTION
1 /2" = 1' -0"
b1208?
FLOOR FINISH BY
TENANT
RECEIVED
MAR 19 2012
PERMIT CENTER
WestIle[tf
Southcenter
833 Southcenter Parkway
Tukwila, WA., 98168 -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 CF SERVICE, IS THE PROPERTY OF THE
ARCHITECT AND MAY NOT BE REPRODUCED 'WITHOUT THE ARCHITECTS
PERMISSION AND UNLESS THE REPRODUCTON CARRIES THE ARCHITECTS
NAME. AU. DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE
FOR USE ON THE SPECIFIED PROJECT ONLY ANO SHALL NOT BE USED
OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT
S.M. STEMPER
ARCHITE CTS
A Professional Limited Liability Company
4000 DELRIDGE WAY SW
SUITE 200 • SEATTLE, WA 98106
(208) 624 -2777 • FAX (206) 624 -2973
MPROVEMENTS
TENANT STOREFRONT
ISSUE
0
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0
U
2
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LC)
N
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U
0
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ISSUE
PERMIT SET
DATE:
MARCH 19, 2012
PROJECT ARCHITECT
WEJ
PROJECT MANAGER
WEJ
REFLECTED
CEILING
PLAN AND
DETAILS
.
SMSA:1222A3.0 03.0