HomeMy WebLinkAboutPermit D08-200 - WESTFIELD SOUTHCENTER MALL - PARFUMERIE - TENANT IMPROVEMENTPARFUMERIE
446 SOUTHCENTER MALL
D08 -200
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.citukwila.wa.us
CERTIFICATE OF OCCUPANCY
This certificate is issued pursuant to the requirements of Section 110.2 of the 2006 edition of the
International Building Code. At the time of issuance, this structure or portion thereof has been
inspected for compliance with the requirements of this code for the occupancy and division of
occupancy and the use for which the proposed occupancy is classified.
Building Permit No.: D08 -200
Occupant /Tenant: PARFUMERIE
Building Address: 446 SOUTHCENTER MALL , SUITE NO.
Parcel No.: 6364200010
Property Owner: WESTFIELD PROPERTY TAX DEPT
PO BOX 130940 , CARLSBAD CA 92013
Use: RETAIL
Occupancy Group /Division: M
Type of Construction: II -B
Automatic Sprinkler System: Provided: Y
Required: Y
Design Occupant Load:
BUILDING OF CIAL
30
THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES
Parcel No.: 6364200010
Address: 446 SOUTHCENTER MALL TUKW
Suite No:
Tenant:
Name: PARFUMERIE
Address: 446 SOUTHCENTER MALL , TUKWILA WA
Owner:
Name: WESTFIELD PROPERTY TAX DEPT
Address: PO BOX 130940 , CARLSBAD CA 92013
Phone:
Contact Person:
Name: TOM WOLKEN
Address: 4411 50 AVE S , SEATTLE WA 98118
Phone: 206 - 725 -9960
CRAM' Tukwila •
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: http://www.ci.tukwila.wa.us
Contractor:
Name: SWINERTON BUILDERS
Address: 260 TOWNSEND ST , SAN FRANCISCO CA 94107
Phone: 415- 984 -1248
Contractor License No: SWINEB *992DR
DESCRIPTION OF WORK:
TENANT IMPROVEMENT OF NEW MALL SPACE
doc: IBC -10/06
DEVELOPMENT PERMIT
* * continued on next page **
Permit Number: D08 - 200
Issue Date: 06/02/2008
Permit Expires On: 11/29/2008
Expiration Date: 12/28/2008
Value of Construction: $150,000.00 Fees Collected: $3,054.00
Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006
Type of Construction: II-B Occupancy per IBC: 0019
D08 -200 Printed: 06-02 -2008
Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: N
Fire Loop Hydrant: N Number: 0 Size (Inches): 0
Flood Control Zone:
Hauling: N Start Time: End Time:
Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y.
Landscape Irrigation:
Moving Oversize Load: Start Time: End Time:
Sanitary Side Sewer:
Sewer Main Extension: Private: Public:
Storm Drainage:
Street Use: Profit: N Non - Profit: N
Water Main Extension: Private: Public:
Water Meter: N
Permit Center Authorized Signature:
construction or th
Signature:
Print Name:
doc: IBC -10/06
City Tukwila •
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: http://www.ci.tukwila.wa.us
Permit Number: D08 -200
Issue Date: 06/02/2008
Permit Expires On: 11/29/2008
Date: v r
I hereby certify that I have read and e> am>;ned this permit and know the same to be true and correct. All provisions of law and ordinances
governing this work will be complied t whether specified herein or not.
The granting of this , dderjrut does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating
rmance of wort I ar}1 autho • to sign and obtain this development permit.
Date: —e Q
This permit shall become null and void if the wor�dis 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.
D08 -200 Printed: 06 -02 -2008
1: ** *BUILDING DEPARTMENT CONDITIONS * **
•
City of Tukwila
Parcel No.: 6364200010
Address: 446 SOUTHCENTER MALL TUKW
Suite No:
Tenant: PARFUMERIE
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
PERMIT CONDITIONS
Permit Number: D08 - 200
Status: ISSUED
Applied Date: 04/18/2008
Issue Date: 06/02/2008
2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the
Building Official.
3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center
(206/431- 3670).
4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to
start of any construction. These documents shall be maintained and made available until final inspection approval is
granted.
5: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design
requirements of ASCE 7.
6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced
to the building structure.
7: All construction shall be done in conformance with the approved plans and the requirements of the International
Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code.
8: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building
inspector.
9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building
Department (206- 431- 3670).
10: 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.
11: ** *FIRE DEPARTMENT CONDITIONS * **
12: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the
following concerns:
13: 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)
14: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or
brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation
instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so
that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross
doc: Cond -10/06
D08 -200 Printed: 06 -02 -2008
• •
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
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)
15: 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)
16: 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)
17: 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)
18: 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)
19: 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)
20: 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)
21: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10)
22: Gates serving the means of egress system shall comply with the requirements of the International Fire Code. Gates used
as a component in a means of egress shall conform to the applicable requirements for doors. (IFC 1008.2)
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 sprinlder coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating
and/or adding sprinlder 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)
26: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and
approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler
systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk
Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to
the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050)
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.
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 #2051)
29: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire
doc: Cond -10/06 D08 -200 Printed: 06 -02 -2008
•
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206- 431 -3670
Fax: 206 - 431 -3665
Web site: http://www.ci.tukwila.wa.us
Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (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 #2050 and
#2051)
33: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of
such condition or violation.
34: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at
(206)575 -4407.
doc: Cond -10/06
* *continued on next page **
D08 -200 Printed: 06 -02 -2008
•
City of Tukwila
Print Name: ai-tie t) 11 1 l
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
doc: Cond -10/06 D08 -200
I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and
this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provision of any other work
construction or the pp rmance of work.
Signature: ' U Date:
O
ordinances governing
or local laws regulating
Printed: 06-02 -2008
SITE LOCATION
Site Address: 44( 9OUT}I M).( LL
Tenant Name: PI CP-' 1I M 7R-1 F,
Property Owners Name:
Mailing Address:
City
CONTACT PERSON — who do we contact when your permit is ready to be issued
Name:
Mailing Address:
E -Mail Address:
Company Name: T•�• D.
Company Name:
Mailing Address:
Contact Person:
E -Mail Address:
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.ci.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 **
Tom WoL1e--EN
4411 sot)+ AGUE. S.
W. d MINDS im6.coM
Building Permit No. Ly3$-,740
Mechanical Permit No.
Plumbing/Gas Permit No.
Public Works Permit No.
Project No.
Suite Number:
FO 6-
(For office use only)
King Co Assessor's Tax No.: X03 G42o -001
State
Floor:
New Tenant: /A Yes .. No
Day Telephone: 206.725
S TLE" WPc 92 /Ite
City State
Fax Number: 20 p•1 ZCj • 3 41
Zip
Zip
GENERAL CONTRACTOR INFORMATION —
(Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5))
Mailing Address:
woLKEN aikari%c15
4411 so-rfi ME. S.
rtom WoLeE N
WPlRcH C? MINDSPRING .c4M
City
Contact Person: Day Telephone:
E -Mail Address: Fax Number:
Contractor Registration Number: Expiration Date:
Q :\Applications\Forms- Applicazions On Line \3-2006 - Permit Appbcation.doc
Revised: 9 -2006
bh
State
s PLC WA °1 P i t g,
Zip
ARCffiTECT OF RECORD = All plans must be wet stamped by Architect of Record
City State Zip
Day Telephone: SO6.125. 9'2D
Fax Number: ZOO 25 • 34p1 C7
ENGINEER OF RECORD — All plans must be wet stamped by Engineer of Record
Company Name:
Mailing Address:
City
Day Telephone:
Fax Number:
Zip
Contact Person:
E -Mail Address:
State
Page I of6
BUILDING PERMIT INFOION - 206 -431 -3670
Valuation of Project (contractor's bid price): $ 15O 000 Existing Building Valuation: $
Scope of Work (please provide detailed information): TEN
111? 11, S P kC4 fti - M frW S NN Soul)-1 A b l fil c N
Will there be new rack storage? ❑ Yes
ki Fog. A
lg No If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: Compact: Handicap:
Will there be a change in use? ❑ Yes 1al No If "yes ", explain:
FIRE PROTECTION /HAZARDOUS MATERIALS:
Sprinklers Automatic Fire Alarm ❑ None ❑ Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No
If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets.
SEPTIC SYSTEM
❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
Q:Wpplications\Forms- Applications On Line' -2006 - Permit Application -doe
Revised: 9 -2006
bh
Page 2 of 6
Existing
Interior Remodel
Addition to
Existing
Structure
New
Type of
Construction per
IBC
Type of
Occupancy per
IBC
l s` Floor
1 O Co 5
1 F2
cc-Ikss M
2° Floor
3 Floor
Floors thru
Basement
Accessory Structure*
Attached Garage
Detached Garage
Attached Carport
Detached Carport
•
Covered Deck
Uncovered Deck
BUILDING PERMIT INFOION - 206 -431 -3670
Valuation of Project (contractor's bid price): $ 15O 000 Existing Building Valuation: $
Scope of Work (please provide detailed information): TEN
111? 11, S P kC4 fti - M frW S NN Soul)-1 A b l fil c N
Will there be new rack storage? ❑ Yes
ki Fog. A
lg No If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: Compact: Handicap:
Will there be a change in use? ❑ Yes 1al No If "yes ", explain:
FIRE PROTECTION /HAZARDOUS MATERIALS:
Sprinklers Automatic Fire Alarm ❑ None ❑ Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No
If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets.
SEPTIC SYSTEM
❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
Q:Wpplications\Forms- Applications On Line' -2006 - Permit Application -doe
Revised: 9 -2006
bh
Page 2 of 6
PERMIT APPLICATION NOTES - Applicable to all permits in this application
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.
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING 0
Signature:
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).
R AUTH` D AG
Print Name: J r) 4lrd_! X ..e) /20
Mailing Address: &33 sS i r Ira;
Q:\Applications \Forms- Applications On Linc\ -2006 - Permit Applicatitm.doc
Revised: 9 -2006
bh
Day Telephone: — R0 2 - 4o7/
kw; /
City
Date:
( 6// 4 7 6 S
58 ibV
State Zip
Date Application Accepted:
Date Application Expires: to
- (0 -o8
Staff Initials:
Page 6 of 6
Receipt No.: R08 -01890
Payee: DAVID WORLEY
ACCOUNT ITEM LIST:
Description
BUILDING - NONRES
PLAN CHECK - NONRES
STATE BUILDING SURCHARGE
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:/lwww.ci.tukwila.wa.us
RECEIPT
Parcel No.: 6364200010 Permit Number: D08 -200
Address: 446 SOUTHCENTER MALL TURIN Status: APPROVED
Suite No: Applied Date: 04/18/2008
Applicant: PARFUMERIE Issue Date:
Initials: JEM Payment Date: 06/02/2008 01:22 PM
User ID: 1165 Balance: $0.00
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Check 8049 1,994.50
Account Code Current Pmts
000/322.100
000/345.830
000/386.904
Payment Amount: $1,994.50
1,630.00
360.00
4.50
Total: $1,994.50
3115 06/02 9711 TOTAL 1994.50
doc: Receiot -06 Printed: 06-02 -2008
Receipt No.: R08 -01237
Initials: WER
User ID: 1655
Payee: SDNY BUSINESSES
•
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Fax: 206 -431 -3665
Web site: http: / /www.ci.tukwila.wa.us
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Check 12054 1,059.50
ACCOUNT ITEM LIST:
Description
PLAN CHECK - NONRES
RECEIPT
Account Code Current Pmts
000/345.830 1,059.50
Total: $1,059.50
Parcel No.: 6364200010 Permit Number: D08 -200
Address: 446 SOUTHCENTER MALL TUKW Status: PENDING
Suite No: Applied Date: 04/18/2008
Applicant: PARFUMERIE Issue Date:
Payment Amount: $1,059.50
Payment Date: 04/18/2008 03:08 PM
Balance: $1,634.50
1403 04/21 9710 TOTAL 1059.50
doc: Receiot -06 Printed: 04 -18 -2008
Project: ( �
1to
eaJ∎E
Type of Inspection:
N-i rV
`�
Address: y
y(�
44 ��(
Date Called:
Special Instructions:
Date Wanted:
a.m.
Requester:
Phone No:
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
2 Approved per applicable codes.
PERMIT NO.
(206)431 -3 7
Corrections required prior to approval. Z
COMMENTS:
e�v �" r *4 n
e11 �A�CU ?rte
'Date:
U $6 0 REINSPECTION FE REQUIRED. Prior to inspection, fee must be
pai at 6300 Southcenter B vd., Suite 100. Call to schedule reinspection.
Receipt No.:
'Date:
COMMENTS: A
Type of Inspection:
1- 1AJA k
'l ) S t(s�o,E� - e fiL;vvC - P •)� -
Y R r it -- pr
3 T LL) G
— A•04.1e76
Special Instructions:
Date Wanted:
- 7- z LI-
c: -,,,z Z 4.
1 rIL t 44 5i Ar
Phone No:
Project
4° d - 6.t hie il -f'
Type of Inspection:
1- 1AJA k
Address
l t_1 (o rn yi t
Date Called:
Special Instructions:
Date Wanted:
- 7- z LI-
/a.
�p
Requester:
Phone No:
9
Dos -2o
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3
2 Approved per applicable codes. Corrections required prior to approval.
nspecto
Date:
jn.uw - .LAC - 44_ , 2'/ -g
$6f 0 REINSPECTION FE MIRED/Prior to inspection, fee must be
pa at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Recei No.:
'Date:
Project:
Pe lr-�tcyv►�P
Type of Inspection:
5u-5 Or
r1.! ry
Address
Date Called:
Special Instructions:
Date Wanted:
-7.-- Z3-G?'
(rm.:.
v.".
Requester:
Phone No: ) C'
INSPECTION RECORD
Retain a copy with permit U0i015l
INSPECTION NO. PERMIT NO. /
CITY OF TUKWILA BUILDING DIVISION V
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3 70
COMMENTS:
• r , J
• 4
• i c •
.
A
Approved per applicable codes. Corrections required prior to approval.
U $60. EINSPECTION FEE REQUIRED. Prior to inspection, fee must be
pai . -t 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
1 Receipt No.:
'Date:
Project:7, .
rad am, e, 1 ,0
Type of Inspection: P.14.41e/ d
Address:
Date Called:
Special Instructions:
Date Wanted: /
740 4 P
a.m.
P.m.
Requester:
Phone No:
9
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
(Inspector:
R
•
PERMIT NO.
(206)431 -3670.
J Approved per applicable codes. ❑ Corrections required prior to approval.
COMMENTS: pth.
droopm ./5 Add fret
1
{
(Date: 7"/ /
❑ $60.IfEINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
'Date:
J):
Project:
a/' 1
Type of Inspection: ���
Address: 4
/yid
Date Called:
Special Instructions:
•
Date Wanted:
740/0
fp
P.m.
Requester:
Phone No:
INSPECTION NO.
nom. r t 11t
INSPECTION RECORD .
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
_�_. - �•.
PERMIT NO.
(206)431 -3670
ID Approved per applicable codes. 1: Corrections required prior to approval.
COMMENTS:
Saes h aar
r•i
1 lnspecto r:
I Date: 0kg
$4 RE f11SPECTION FEE REQUIRED. Prior to inspection, fee must be
paldat1300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
'Receipt No.:
'Date:
9
Project: T
Type of Inspection:
Address: D
i t'll MI
Date Called:
Special Instructions: D
Date Wanted: a.m.
7 - 7 - cr
Requester:
/et 4. 1 .
Phone No:
24. 793 (2,27V
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
, 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
Approved per applicable codes. Corrections required prior to approval.
COMMENTS: ,7/4
irk 4/i4 a `►
Inspector:
Date: 7� 4 _of(
El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
ti
(Receipt No.:
'Date:
Pro' t:
Type of Ins eectio
Ad`d7
60 10/ 4//
Date Called:
Special Instructions:
Date W nted:
v --ems
(4,
6
Requester:
Phone No:
5
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
El Approved per applicable codes.
Dog 2 a
PERMIT NO.
IT
(206)431 -3670
U Corrections required prior to approval.
COMMENTS: / y4
Carr►4 cm.JSi
,mod /5 at
Date:/ //t'/6'k'
❑ $60.0d EINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
'Date:
4 \
. 3.t AitiAte4 a..t &Vat _n 1:A.. 1,1. ti.COL sAaa.4 41 xa x
COMMENTS:
Type of Inspection:
76 // ✓6
Eltafili.. 0 ph4 - ' ' -
Date Called:
G
J
445
e'C
Phone No
k
Project:
//J9 /f,
Type of Inspection:
76 // ✓6
A c i r 2. s; ; ,i , /
Date Called:
Special Instructions:
Date j a nted: y
6 5rQ&
Requester:
Phone No
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
Approved per applicable codes.
INSPECTION RECORD
Retain a copy with permit
043 ;2 ()
PERMIT NO.
(206)431 -3670
Corrections required prior to approval. 6
r
Date:
f
$6 tf REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
pafd at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
Pro t:
/ i r/� P
Type of Inspection:
„�Z�C /d
Addfess c � f
Date Called:
Special Instructions:
Date ante
P.m.
Requester:
Phone No:
3
INSPECTION RECORD
Retain a copy with permit
PERMIT NO.
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION V-
6300 Southcenter Blvd., #100, Tukwila, WA 98188
(206)431 -3670
Approved per applicable codes. Corrections required prior to approval.
COMMENTS:
155;41 ! ha_joi./174
1/11141,(41.E4 /Le £:6115° , de lizi<;
•
Ite 4/
❑ $60 : REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
pai . at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
" r f
.kr .J=im, va` •ftnet s.` ait.. .QE-r .iro.e�.�d_ti •�.. - - m2 _ __ _ .� - ice..
Project: n
nt C A 4 of e,ri e
Type of Inspectio
f /xi
Address: v m
Date Called:
Special Instructions:
Date Wanted:
i , y
p.m.
Requester:
Phone No:
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
(04+ '20o
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION P--
6300 Southcenter Blvd., #100, Tukwila, WA 98188
(206)431 -3670
El Approved per applicable codes. 0 Corrections required prior to approval.
COMMENTS:p. r/L
/5 1:4, boas O I
Inspector:
/_95
oll. /y /ate
❑ $60.0c INSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
'Date:
Pr
1' FT \ vi/ E. 1.4_
Type of Inspet:tion:
v 4-
Addres :
fir. MAtit
Date Called:
Special Instructions:
-
Date Wanted:
' -1 -0 v
p.m.
Requester:
Phone No:
.2- 66 - 75 ` T -3717
INSPECTION RECORD •
Retain a copy with permit
INSP CTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION V
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
Approved per applicable codes. El Corrections required prior to approval.
COMMENTS:
ea, 4,usf,
dezifie/ c i- i .QL / )49/11 //al
Inspector: /)
Date: a/o g"
$58. 1 . E NSPECTION FEE REQUIRED. Prior o inspection. fee must be
pai.` - 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection.
Receipt No.:
!Date:
f I h
��. >.I<.w.�aa,ca5,earom..a.,RF per - ' - "' - �.s? ,.. .s,,... .. ,, :a4r..t «�Ft -,:xY ''��-' �"�•- --
Project:
P er c.
Type of Inspection:
c r e -C, &
Address: I Li & M11 L
Suite ##:
Contact Person:
Monitor:
Special Instructions:
Phone No.:
•
Needs Shift Inspection: , .
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
.INSPECTION NUMBER
CITY OF TUKWILA FIRE DEPARTMENT
proved per applicable codes.
INSPECTION RECORD
Retain a copy with permit
Word /Inspection Record Form.Doc 1/13/06
Da -Ave)
PERMIT NUMBERS
444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407
ri Corrections required prior to approval.
m
COMMENTS:
• -ctifitco, -or_
•ai..r- a.nryaFCar�•ab — +e.o .er +A'Ui Q" '... •4r, a +t - ar ' ?'+? - ' .p ..s... — D 47 __ -_ _ b•.r •.Hc . . • .. 4 .
Inspector: �! .
I Date: 7/,9y#,4d,
Hrs.:
$80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. Call to schedule a reinspection.
T.F.D. Form F.P. 113
Project: lyot,F"umeake
f:
Sprinklers:
Type of Inspection:
i
Address: 4440 *C. C C. d�/1.4-�
Suite #:
k
Con t Person:-
-
Special Instructions:
Occupancy Type:
Phone No.: .
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre - Fire:` • .
Permits: r
Occupancy Type:
INSPECTION NUMBER - •
444 Andover Park East, Tukwila, Wa. 98188 206-575-4407
Approv per applicable codes.
COMMENTS:
SPte.K.t_ c Lc -t — bit
-
`
•
INSPECTION RECORD
Retain_a copy with permit
7
CITY OF TUKWILA FIRE DEPARTMENT
word /Inspection Record Form.Doc 1/13/06
Corrections required prior to approval.
Inspector:
AUtzi I
I Date: 4-17-(1/Y8
firs.: :
$80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
e City of Tukwila Finance Department. Call to schedule a reinspection.
• PERMIT NUMBERS
•
T.F.D. Form F.P. 113 :.
Project:
Nvik uM 1 -e-
Type of Inspection:
t r i'+R 0 I
U e a
Hood & Duct:
Address: qq
Suite #:
5. c. y vv -t. .
Contact Person:
.-
Special Instructions:
Phone No.: . .w
v
Needs Shift Inspection:
Sprinklers:
Fire Alarm: .
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
A.
INSPECTION NUMBER
ri --- Approved per applicable codes.
INSPECTION RECORD
Retain a copy with permit
•
CITY OF TUKWILA FIRE DEPARTMENT
PERMIT NUMBERS
444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407
Corrections required prior to approval.
COMMENTS:
s ._ S- Jo a')
•
• . n r •
I Inspector:
Hrs.: •
Wile Tukwila Finance Department. Call to $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. Call to
Word/Inspection Record Form.Doc J 1/13/06
0 -
Date : ifig /ay
T.F.D. Form F.P. 113
Project: A 04 FJ M lag, , E
Type of Inspection:
SAL, NII- --
Address: y lit S . c . /
Suite #:
Cont Person:
( ,44 --r) .-
W CM -
Special Instructions:
Phone No.:
Occupancy Type:
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
•r.• •:
I
INSPECTION NUMBER
Approved per applicable codes.
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA FIRE DEPARTMENT
Word /Inspection Record Form.Doc..: 1/13/06
PERMIT NUMBERS
444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407
Corrections required prior to approval.
COMMENTS:
4
bra
•a• t a,egr$ Ictar xb• -s p •ttm s•aresra e' C - ,a c` S: — • • : v - a .a
n a a--+xo- •b • * ■ • - a:+a • iv,- •a • u
Date: 4h3/00
• .�--
•l1rs.. d
$8 .00 REINSPECTION FEE REQUIRED. You will receive an invoice from
City of Tukwila Finance Department. Call to schedule a rei.Dspection. ••
T.F.D. Form F.P. 113
Fan Equipment Schedule
Equip.
ID
Brand Name'
Model No.'
CFM
spi
HP/BHP
Flow Control
Location of Service
CIF- 1
AJ/ I;GK
SP-6 // a
/DO
,6
80watts
Applicant Address: '14 I i 'So I
g$4
tarprmTt
Applicant Phone: ' ^&, 7 2 . .
3490
RECE
'Nil
APR 1 i.
a
Project Info
Project Address ii
u
/ � 1
Date
For Building Dept. Use
FILE COP
No.
Applicant Name: P Q�viKER t A
Applicant Address: '14 I i 'So I
/► C
J
A Uo S.
tarprmTt
Applicant Phone: ' ^&, 7 2 . .
3490
Apr. 17 08 09:35a
Grant Garrett Bagley 253- 639-4956
CITY OF TUKWILA - BUILDING DIVISION
2006 Washington State Nonresidential Energy Code Compliance Form
2006 washinelon Stale Nonresidential Energy Code Complenoe Forms
Project Description
Briefly describe mechanical
system type and features.
(FBdes Plans
Cooling Equipment Schedule
Equip.
ID Brand Name'
Include documentation requiring compliance with commissioning requirements, Section 1416.
Model No.'
Capacity'
Bluth
Total CFM
OSA CFM
or Econo?
p.2
Mechanical Summary
M -S
Revised July 2007
(- Fa•) MI C, o ro y 2 S T1L4TaarE
spuz Rom ovi ta<. A j L S YSrE '1 . •,
THE M LX /JC% 60X �. L4 TzE r>v r Tf+ E - DUCT To $E Se sfALL, )
To conJ Il.n Ti4 rEH P.4TvILE £A3 ; fd 5 P.4c -E.
Compliance Option
g Simple System 0 Complex System 0 Systems Analysis
(See Decisioh Flowchart (over) for qualifications. Use separate MECH -SUM for simple 8. complex systems.)
Equipment Schedules
The following Information is required to be incorporated with the mechanical equipment schedules on the
plans. For projects without plans, fill in the required information below.
S ER
Or ,E.R,n, a
E
VED
1 2008
1'U I
Apr 17 08 09:36a Grant Garrett Bagle
CITY OF TUKWILA - BUILDING DIVISION
2006 Washington State Nonresidential Energy Code Compliance Form
Mechanical Summary (back)
M -SUM
System Description
See Section 1421 for full description of
Simple System qualifications.
If Heating /Cooling ❑ Constant vol? ❑ Air cooled? ❑ Packaged sys? ❑ <20,000 Btuh?
or Cooling Only: ❑ Split system? ❑ Economizer included?
If Heating Only: I� <5000 cfm? ❑ <70% outside air?
Decision Flowchart
Use this flowchart to determine if project qualifies for Simple System Option. If not, either the
Complex System or Systems Analysis Options must be used.
otal Ca . .
wo economize
<240,000 Btuh
or 10 %?
1
Heatin Only I Reference Section 1421 J
Heating/Cooling
or Cooling Only
Reference
1423
253 -G39 -4955
p.2
Complex Systems
Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex
Systems requirements are applicable to this project.
Project Info
Protect Address pA RF Ls M E. • , ^
Date` o : 2 o i C
For Building Depaitinentllse: " f _'"'
• R
cob r �`W
d COA,vn
Ai�fp `
44Co SOU1 1. M AS L L
1u1 ( W eta 18a
Applicant Name: Z Nth D pl- fr N�N (
Applicant Address: Z 12.5 N E 21 , Y IN 111 M AGE i S H (
( 5
Applicant Phone: 4j5 83 CO • S O�Ot�p W>�
Project Description
`TO
• New Building • Addition ❑ Alteration • Pies I. uded
A'
Refer to WSEC Section 1513 for controls and commissioning requ' ments. r7A 2 8 Zof?
Compliance Option
0 Prescriptive 0 Lighting Power Allowance 0 Syst ms Anae I� �-�c
�h
(See Qualification Checklist (over). Indicate Prescriptive & LPA spaces !cry ptansQf /�
elTfll
Alteration Exceptions
(ch appropriate box - sec. 1132.3)
.t ..
11.1..)//VG D n/P(`r
• No changes are being made to the'lighting
10 0
El Less than 60% of the fixtures new, installed wattage not Increased, & space use not. changed-. f
Location
(floor /room no.) -
Fixture Description
Number of
Fixtures
Watts/
Fixture
Watts
Proposed
SALES F L.
A . PEN optN t • LUMP. 1: LU 0 Ft.
5
18
`TO
8 . PENDp J t. Gott Vb1
11
50
55o
C. a" eper4, 1NcAND•
3
10 0
3o
V• G" C.{sT1 IN MCIt• W AS}} I N CP t i D.
5
15
315
STDCIKRM
I -foi -IN tx4 FLUott•Tvw.E.
1
32
32
TOtt tP.M
WALL LtaHt FLdUO fa cbrtiAzt
1
lb
lP.,
SPCLL3 FL
TRP%C . !✓ Xt pt. So l 132x, w.1.1 P ,
Location
(floor /room no.)
Occupancy Description
Allowed
Watts per ft "
Area in ft
Allowed x Area
R €TPcI
1.5
880
1
SID Cie- F-00 M
0.5
8 I
4-o
TOtLI%�" j2.00M
0.8.
52
41
CITY OF TUKWILA - BUILDING DIVISION
2006 Wasington State Nonresidential Energy Code Compliance Form
FILE C
2008 Washington State Nonresidential Energy Code Comp@ance Forms
py
Interior Lighting Summary
r
i T_INT
Revised July 2007
Maximum Allowed Lighting Wattage
rom r able 15 -i over - document all exceptions on form LTG -LPA
Proposed Lighting Wattage
,,,
Total Allowed Watts l ( 4.01
otal Proposed Watts may not exceed Mal Allowed Watts for Interior
Total Proposed Watts i 3 G 1
il:
Notes:
1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T -8), number of lamps in the fixture, and ballast type (if
included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information.
2. For proposed Watts/Fixture, use manufacturers listed maximum input wattage of the fixture (not simply the lamp wattage) and
other criteria as specified in Section 1530. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual
may also be used. For track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable,
the wattage of current limiting devices or of the transformer.
3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts/Fixture blank. RECEIVED
CORRECTIOP!
to8 2oo
MAY 2 2008
PERMIT CENTER
Use'
LPA (W /stj
O Warehouses, storage areas or aircraft storage hangers O Other
LPA (Wlsf)
Automotive facility
0.9
Office buildings, office /administrative areas in
facilities of other use types (including but not limited
to schools, hospitals, institutions, museums, banks,
churches)
1.0
Convention center
i.2
Penitentiary and other Group 1 -3 Occupancies
1.0
Courthouse
1.2
Police and fire stations°
1.0
Cafeterias, fast food establishments',
restaurants/bats
1.3
Post office
1.1
Dormitory
1.0
Retail'', retail banking, mall concourses, wholesale
stores (pallet rack shelving)
1.5
Exercise center
1.0
School buildings (Group E Occupancy only), school
classrooms, day care centers
1.2
Gymnasia', assembly spaces'
1.0
Theater, motion picture
1.2
Health care clinic
1.0
Theater, performing arts
1.6
Hospital, nursing homes, and other Group I -1 and
1 - Occupancies
1.2
Transportation
1.0
Hotel/motel
1.0
Warehouses ", storage areas
0.5
Hotel banquet/conference/exhibition hall'°
2.0
Workshops
1.4
Laboratory spaces (all spaces not classified
"laboratory' shall meet office and other appropriate
categories)
1.8
Parking garages
0.2
Laundnes
1.2
Libraries'
1.3
Plans Submitted for Common Areas Only
Manufacturing facility
1.3
Main floor building lobbies' (except mall concourses)
1.2
Museum
Cwwiwwi........... ...i.l.. •t a
1.1
Common areas, corridors, toilet facilities and
washrooms, elevator lobbies
0.8
Prescriptive Spaces
Occupancy:
O Warehouses, storage areas or aircraft storage hangers O Other
Qualification Checklist
Lighting
• Check if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted.
Note: If occupancy type Is 'Other and fixture
Fixtures:
answer is checked, the number of fixtures in
(Section
1. Fluorescent fixtures which are non - lensed with a) 1 or 2 two lamps, b) reflector
the space Is not limited by Code. Clearly
1521)
or louvers, c) 5-60 watt T -1, T -2, T-4, T -5, T =8 lamps, and d) hard -wired elec-
indicate these spaces on plans. If not
qualified, do LPA Calculations.
tronic dimming ballasts. Screw -in compact fluorescent fixtures do not qualify.
2. Metal Halide with a) reflector b) ceramic MR lamps <= 150w c) electronic ballasts
3. LED lights.
4' MI r •d / iL-ra. i_.Lt! _ ^ - - - - - - ...
.. ...•
CITY OF TUKWILA - BUILDING DIVISION
2006 Wasington State Nonresidential Energy Code Compliance Form
Interior Lighting Summary (back)
LTG -INT
2006 Washington State Nonresldentiel Energy Code Camptiance Forms
Revised July 2007
1) In cases In which a general use and a specific use are listed, the specific use shall apply. In cases In which a use is not mentioned
specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most
comparable use specified in the table. See Section 1512 for exempt areas.
2) The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed
otherwise by subsequent footnotes.
3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet.
4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly.
5) Watts per square foot of room may be Increased by two percent per foot of ceiling height above nine feet.
6) Reserved.
7) For conference rooms and offices less than 150ft with full height partitions, a Unit Lighting Power Allowance of 1.10 w /ft may be used.
8) Reserved.
9) For indoor sport tournament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is
260 W/ft
10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by
walls or at least three - quarter- height partitions (transparent or opaque). and lighting for free - standing display where the lighting moves
with the display are exempt.
An additional 1.5 w /ft of merchandise display luminaires are exempt provided that they comply with all three of the following:
a) located on ceiling- mounted track or directly on or recessed into the ceiling itself (not on the wall).
b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points
of track attachment).
c) fitted with LED, tungsten halogen, fluorescent, or high intensity discharge lamps.
This additional lighting power is allowed only if the lighting is actually installed.
11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for
computing the Interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only)
of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks.
CEILING
PRoVIWEP g`1 PAP VM EYL(E 1)0$ -200
SYSTEMS G°
[ Between us, ideas become reality ]
C '
cornic77 No
• r -ncl crn!ssionS.
sit E?u
T „EC•HNIGAL GUIDE
DAYWALL Grid Systems
Hanging and Framing
Flat Ceilings
REVIEWED FOR
CODE COMPLIANCE
AP ROVED
MAY 2 8 2008
_uV Qv
City Of Tukwila
BUILDING DIVISION
i.;0;-:►REC i0N
LTR#
RECEIVED
MAY 20 2008
PERMIT CENTER
Features and Benefits
Performance ..... .1
Code Compliance. 1
Components
Main Beams 2
Cross Tees 2
Furring Hat Channel 3
Wall Molding 3
G -40 and G -90 Corrosion Prevention 3
Rout Locations 4
Accessories 5
Hanging and Framing
System Framing . 6
Squaring up the System 6
Type F Fixtures .. 7
Suspended Drywall Grid System Details 8
Hanging and Framing
Wire Loading.. 12
9 Gauge Wire Breaking Strength and Technical Data 12
12 Gauge Wire Breaking Strength and Technical Data 12
Counter Splayed Wires..... 12
Yoke Wire Hung Ceilings .. 13
Single Yoke ..13
Double Yoke . .. ... .13
Trapeze Supported Loads 14
Double Hung Ceilings.. 15
Triple Hung Ceilings 16
Wind Load 17
UL Fire Resistive Designs 18
Fire Rated Expansion Joint 18
Load Test Data ..... 19
Membrane Load Values ...19
Basic Products Used on Suspension Systems ..20
Control Joints .20
Estimating Materials 21
TABLE OF CONTENTS
for more intormahon :all 1 877 ARMSTRONG
Performance
FEATURES AND BENEFITS
• PeakForm'" patented profile
increases strength and stability
for improved performance during
installation
• SuperLock " main beam clip is
engineered for a strong secure
connection and fast accurate
alignment confirmed with an audible
click; easy to remove and relocate
• ScrewStop reverse hem prevents
screw spin off on 1 -1/2" wide face
• Rotary- stitched = Greater torsional
strength and stability
• 1 -1/2" wide face main beams and
cross tees — Easy installation of
screw applied gypsum wallboard
• G40 hot dipped galvanized coating =
Corrosion resistance
• G90 hot dipped galvanized coating —
Superior corrosion resistance for
exterior applications
• Heavy -duty load rating —
Minimum 16 Lbs. /LF on main beams
• Fire rated — Applicable to 25 UL Fire
Resistant designs (D501, D502,
G523, G524, G527, G528, G529,
G553, J502, L502, L508, L513, L515,
L525, L526, L529, L564, P501, P506,
P507, P508, P509, P510, P513, P514,
P516). Item XL7936G90 and XL8965
are not fire rated
• Wind uplift construction available,
including Miami Dade /Broward
County, Florida
• Cross tee Spacing:
24" O.C. for 5/8" drywall
16" O.C. for 1/2" drywall
in
Code Compliance
• Meets ASTM C 635
• Meets ASTM C 645
• Installation per ASTM C 636
• Installation per ASTM C 754
• ICC Evaluation Service Report
ESR -1289
• Department of State Architect —
DSA PA105
• City of LA — RR 25348
• Uniform Building Code, Continuous
Membrane, One Level. Per Section
25.210 single level drywall ceilings
are exempt from lateral force bracing
requirements when walls are not over
50 feet apart. When walls are over
50 feet apart, the ceiling should be
examined for bracing requirements
• IBC categories D, E and F single
layer drywall ceilings are exempt from
lateral force bracing requirements,
regardless of room size
• Miami /Dade wind uplift -
NOA #04- 0716.03
• Consult local codes for specific
requirements
Main Beams
Item St Length l , Face Profile , Duty
Dimension . Height • Load
H D8901
HD8906
HD8906G90
144"
r Type 'F fixture compatible
Cross Tees
Item 4 Length
XL8965
XL8947P
XL8947PG90
XL8341
I Type c" hxtur.: r.nmpafif h
144" 15/16" I 1 -1 / 2 " Heavy
1 - 1/2"
Face
Dimension
72" 1 -1/2" 1 -1/2"
XL8945P 48" 1 -1/2 " ; 1 -1/2" Yes
XL8945PG901
XL7341 48" 15/16" 1 11/16" No
XL7936G901 36" 1 -1/2" ! 1 - 1/2" , No
For morn irferm,rlinn call 1 47/ ARMS - RONG
1- Heavy
11/16" 1 duty
Profile
Height
15/16" 1- 11/16"
Fire
Rated
No
Fire
Rated
Yes
Yes
Routs
51 routs —
starting
2 -1/4" from
each ends
51 routs —
starting
2 -1/4" from
each end
Routs
6 routs — starting
24" from each end l
50" 1 -1/2" 1 -1/2" Yes 8 routs —starting
10" from each end t
9 routs—center
rout and starting
10" from each end t
Yes 3 routs - starting '
12" from each end
3 routs —starting
12" from each end
Load Test Data (Lbs. /LF)
0360
Simple Span
2' 3' 4'
801 31.4 16.5
95.5 35.8 18.76 143.0 57.3 28.14
Load Test Data (Lbs. /LF)
L/360
Simple Span
72"
4.27
50"
13.0
2' 3' 4'
150
none 33.3
16 59
16 59
U240
Simple Span
2' 3' 4'
123.2 46.3 24.75
U240
Simple Span
72"
64
50
195
2' 3' 4'
22.5
2.4.8
24.8
50 0
COMPONENTS
Perspective
Perspective
COMPONENTS
Cross Tees
Item k
XL8926
XL8926G90
XL7918
7858
7838
Item #
KAM 12
KAM 12G90
KAM 10
LAM12
LAM 12G90
Length
XL8925 26"
XL8925G90 i
24"
14"
1 Type 'F" fixture compatible
Wall Molding
Length
144"
144"
Face Profile Fire
Dimension Height Rated'
1 1/2" 1 1/2" Yes
1 -1/2" 1 1/2" Yes
1 1/2" 1 -1/2" Yes
Description
Reverse Angle Molding nominal
1- 9/16" x 15/16"
120" Unhemmed Channel Molding nominal
3/4" x 1- 9/16" x 1 -1/4"
144" Knurled Angle Molding nominal
1-1/4" x 1 -1/4"
120" ' Knurled Angle Molding nominal
1 -1/4" x 1 -1/4"
Locking Angle Molding nominal
1-1/4" x 1 -1/4"
Routs
2 routs— 12"
from each end
L
Load Test Data (Lbs. /LF)
L/360
Simple Span
2' 3' 4'
98 0
3 routs — center rout 129.0
and 10" from
each end'
none 1 71.5
Profile
-I 9/19' -.ti
ISM /3" I 90°
1 -
' 1:4
L/240
Simple Span
2' 3' 4'
117.0
158.0
107.0
Corrosion Prevention
Corrosion prevention is an essential factor in the economical utilization of galvanized sheet
metal for ceiling grid Armstrong provides G -40 for standard construction per ASTM C 645.
When conditions include exposure to extreme moisture and salt water. G -90 is available
per ASTM A 653.
Perspective
Perspective
For more Information call 1 877 ARMSTRONG
*HD8906 /HD8901
XL8965 (Type F Compatible)
For 'note information call 1 877 ARMSTRON(.
XL8947P (Type F Compatible)
XL8945P (Type F Compatible)
2"
-
XL8341/X17341
XL7936G90
XL8925
XL8926
XL7918
1 2 "
51 Routs slatony 2 from end
- 144'
72"
48"
311
7 '
-4
0 0 �
ROUT LOCATIONS
Eli
ENS
ENS
H01390 has an integral nose end detail
Note: All dimensions are nominal
Item #
DWACS
DW30C
DW45C
DW60C
DW90C
TT10
DW58
DW50
MBAC
MBSC2
XTAC
DOC
DLCC
DWC
Quantity
100
250
250
250
250
30
125
125
70
200
100
250
250
1
250
Description
Drywall Attachment Clip facilitates transition from drywall to
acoustical ceiling; locks under bulb of grid section to prevent
upward movement and provide secure attachment surface on
one side of exposed grid
30, 45, 60 and 90 degree Drywall Angle Clips are used to
create positive and secure angles for drywall and ceiling
installations on either main beams or cross tees
Partition Top Trim used to finish the tdp of a drywall
partition for a continuous drywall/acoustical ceiling interface
DW58- Transition Clip for 5/8" Drywall; DW50- Transition
Clip for 1/2" Drywall facilitates transition from drywall to
acoustical ceiling; one -sided hold -down clip; eliminates the
need for a drywall bead
Main Beam Adapter Clip attaches to web of grid section;
provides larger surface for screw attachment; used as a hold -
down clip for thin material (metal or plastic lay -in panels);
fastens drywall track to underside of exposed grid with lay -in
panels, leaving grid face free of screw holes
Main Beam Spacer Clip (2" in length) used to space two
parallel main beams 2" O.C. for air supply or return
Cross Tee Adapter Clip - Used to attach field cut cross tees
to main beams
Double Drywall Clip to hang suspension system below
existing 1-1/2" grid face. transferring weight directly to hanger
wire; may be used to preserve the fire rating of an existing
ceiling and to support heavy accessories; allows for double
layer of 5/8" gypsum board
Direct Load Ceiling Clip to hang suspension system below
existing 15/16" grid face. transferring weight directly to hanger
wire; may be used to preserve the tire rating of an existing
ceiling and to support heavy accessories
Drywall Clip allows for a 'second" ceiling to be installed
Perspective
r -
-
fil
\` \ \
�1
J -•
below a drywall ceiling; attach through installed drywall to
supporting structure
ACCESSORIES
A variety of drywall grid accessories are available to provide problem-solving
save time, labor and money. For a complete list of accessories, request submittal CS-3082.
For more information call 1 877 ARMSTRONG
For morn intor mutton call 1 877 ARMSTRONG
System Framing
The grid system is made up of main beams and cross tees that are suspended
by hanger wires to the structural deck. Sections of main beams lock together
end -to -end while cross tees span between the main beams. The ends of the main
beams and cross tees rest on the wall channel or angle molding that run around
the perimeter of the space.
I
Cross Tee
Squaring up the System
Once you've hung your first two main beams and
border cross tees, install two full cross tees between
the main beams and in line with the first two border
cross tees. To square up the system, simply
measure across the diagonals of the opening.
The measurements will be the same if the
grid is square. If the grid is not square,
shorten one of the main beams until
the diagonals are equal.
HANGING AND FRAMING
Wall Channel or Angle, Molding
Main Beam
Dimension "A' - Dimenswn "B'
Gypsum Wall Board
24'
- ----
--
50' - - -
48.
XL8925
50'
XL8947P
XL8947P
N.
XL8925
f
XLR947P
XL8947P
N
XL8947P �
N Z
-
- ----
1
24'
48.
XL8925
50'
..
XL8947P
XL8947P
HANGING AND FRAMING
Type F Fixtures
Type "F" fixtures, access panels and air diffusers require a full 12 ", 24" or 48" opening dimen-
sion. The Armstrong Drywall Grid system main beams and cross tees have additional routs in
the web to accommodate this larger opening for type "F" fixtures. Using our 14 ", 26" and 50"
cross tees, type "F" fixtures fit perfectly without field cutting or special accessories.
When installing type "F" fixtures parallel
to the main beams use a 50" and 48"
cross tee for easy placement of fixtures
without field modifications.
Main Seams
OC
50
When installing fixtures perpendicular to
the main beams, use our 50" cross tees for
virtually limitless fixture placement.
Main Beams
- 50 "0C
HD8906
26"
50'
For more inlortnalinn call 1 877 ARMS I BONG
72.
16'
16'
16'
24"
5 )
L= -
50"
N
( 1
26'
48'
For more information call 1 877 ARMS HONG
SUSPENDED DRYWALL GRID SYSTEM DETAILS
48'
8
Gypsum 9oarri
SUSPENDED DRYWALL GRID SYSTEM DETAILS
rwist :a Lock
Pd ol Clip to
Row 7
9
High Hat Fixture
(;klannol
Molding
Channel and
Angle Molding
MlISC?
/ Hanger W re
-CMSs 1,16-3
IMBSC2I
Main Beam
Spoor CIqt
Angle Clip
DW90C
DW60C •
DW45C
DW30C
• •_:
For more inlorrnatton call I 877 ARMSTRONG
AVet!4
TiPkiiMV4414.19t.
ADryisra6GridSystern
tg.41'4VITiChraiiW,'"
r
26'
i \
I
_ = _ ir
I -
I I
(15
.- • . N 7 \‘‘‘
•
50'
50'
L20
26'
for mow information call 1 '377 ARMSTRONG
=
48'
(21
--- T.
= •_
U. J I.
16;
SUSPENDED DRYWALL GRID SYSTEM DETAILS
48'
16'
18'
16'
24'
r
•
LI
Hanger Wire
Acoustical
Panel
Angle -\
Exposed Fee Molding
Grid System
Drywall
lee
Gypsum Hoard
NOTE: Brace as required by code
EApnsna lee .rod Syqiron
Drywall Grid SYSIOrn
I •Ivostin, Wall Hoard
Drywall Vertical
Sled' Stud
SUSPENDED DRYWALL GRID SYSTEM DETAILS
Double layer with
Security Lath
Drywall r;nd
// / S y stem
bar Gypsum
Wall Panel
AXIOM-Classic
j o =
AXTBC
5
5/8 Gypsum Wall Board AXIOM Drywall DryWall Screw -
"
Bellerh Tore AXDW1
A XIOM -P rolil ed
(Canvey)
/ Drywall Grid
Syslern
Main tieam
.1.
rosom
Goan!
Additional Wires Mw Ho
Required To Support I mid
01. 0 %10.
I nth! res.,eo
(5 In
Main Peace'
. Drywall Screw
ywall C;nd
vstn
Hanger Wins
- A)CiFiC\ -
AXDWT 5/8" Gy Board
r Drywall Screw
Sound Isolator
by Olhers
for more mfoimation call 1 877 ARMSTRONG
t DrywallGricISystum
Avr
Wire Loading
9 Gauge Wire Breaking Strength 12 Gauge Wire Breaking Strength
and Technical Data
9 Gauge Wire --
Diameter :148"
Galvanized Steel
740 lbs.
Breaking Point
3 Turns in 3"
Per ASTM C 636
For more :ntornatlon call 1 877 ARMS rROMG
500 lbs. Pullout =
Hanger Wire Hole
and Technical Data
HANGING AND FRAMING 1
12 Gauge Wire
Diameter .105"
Galvanized Steel
375 lbs.
Breaking Point
3 Turns in 3"
Per ASTM C 636
500 lbs. Pullout —
Hanger Wire Hole
Counter Splayed Wires
Objects in the plenum may obstruct placement of vertical hanger wires and
require splayed wires to support the load. When this occurs, a second
counter splayed wire must be added. Install counter splayed wires at an
angle equal and opposite the first wire, but not greater than 45° from verti=
cal. The load capacity of the main beam remains unchanged (refer to
ASTM C 636).
- _ I 'I° I ° -I° I 'I I I 'I I -1 - -- I ° I' I
NOTE: If countersplayed
wires are at unequal angles,
refer to a local engineer or
code official for approval.
I t I °1° --
HANGING AND FRAMING
Yoke Wire Hung Ceilings
Another method to install hanger wires around an object in the plenum is to utilize a single
or double yoke wire technique.
Rule: to form the 45 degree angle, the vertical location of the tension ring is always half the
distance of the Span at the structure.
Single Yoke
Double Yoke
8 Ft.
4 Ft.
I
\•45
5!8"
Type USS
flat washer
or equivalent
12 Ft.
/ 5!8'
Type USS
flat washer
or equivalent
NOTE Maintain wire spacing at
a maximum 4' on center,
C %8_ Type 1155
F lal Washer
Cr Equivalent
6 Ft.
— Gypsum Wall Board
NOTE: Maintain wire spacing at
a maximum 4' on center.
For , pore nrfonnalton call 1 877 ARMSTRONG
Members
-
Gauge
16
1
1
!
0' - 4' 4' -8
,
1 1/2" CRC NA
8' - 12'
NA
12' - 16'
NA
16' - 20'
NA
. ..
16
(-- -) '-
1 5/8', .:.- Unistrut 14
, ■.. " C -
H I - - 12
_.,
'
.
.
'
. .
-.
. . ._ _„
..._ . . •
.i
P-2000
f
NA
P-1100
P-1000
20
: • --
6" ‘ •--) I 18
• .,,..,,;f0;1:-;e?'"-• . 16
_ ,
. -... ---- Steel Stud .
-.•
-..
.
-
-
.
.
....
-
; _ 6CSJ-20 NA NA
Bridge Mid
. 6CSJ 18 NA
Bridge Mid
1 - 6CSJ-16
Bridge Mid
Algt:441431
-paa
%.14;a44,"ijt
Trapeze Supported Loads
Installing a trapeze is a technique to support multiple hanger wires under obstructions,
such as trunk lines, cable trays or other objects in the plenum. In some cases the trapeze
may effect the ceiling height and must be kept small. In other cases steel studs may be
used to span the distance required.
,1 .,1,1t.:X 1, 111 - 114 1 74W,V,.
..- -.4......
lec. Conduit ater Lines
•
•• 1111-8-1114.1111..111111
aiikrz9r,t
...kc''
,.........„.,,...
•
,fiyanaummualmionn
k i reeiwawit - iieastrAirrir
- — Duct
Strap
F zsreiewsiarai , Ailmw , goves , 4ssww.uss44* -, ssmit.
HVAC DUCT
■
" Artelk.WW1014NMWerwrk,o0iii.iww
Acom.iical oi Drywall Ceilings
Tele
Cable Tra s
hone
Lines
Hanger Wire
For more •ntormalion call 1 877 ARMSTRONG
'141. \ 4T.
vA — v
Trapezo Support Independen1 of Eciiiiomilnt
Trapeze Loading per ASTM C 636
14
HANGING AND FRAMING
-- Main Beam
4'0.C. j
NOTE: Bridging is ,pmn qr,,th 11,111 - (1" al 112ttljtil moy 1,0 1 1/7 CRC or
main ri inner tg Ling NI,. tor, rognired al mid span.
HANGING AND FRAMING
A suspended ceiling not only carries the load of the applied finish, but can also act as a
load carrying structure or membrane that supports another ceiling at a lower level: The
DDC clip is used at hanger wire locations to allow for connecting the second and even
third ceiling. This method of hanging and framing is used in multi -layer ceilings with long
vertical drops— eliminating the use of long stud drops.
Double Hung Ceilings
Obstruction
Hanger Wires
,-Main Beam
Positive Attachiirent
Positive Attachment/
Steel Joists —
Positive —
A i Attachment
Vertical
Wade
DW45c
Main Beam
Double Layer
Gypsum Wall Board
Drywall
Grid System
15;
Wall Angle
~- Partition Wall
Hangar Wires
(Max 4'0 C)
Steel Stud
For morn, information call 1 877 ARMSTRONG
Gypsum board
DW45C
Triple Hung Ceilings
DDC
( s)
For morn inforrhalioin call 1 877 ARMSI ROM;
r
Drywall Grid System
/
Drywall Grid System
Drywall Grid System
s. Channe molding
f 4
Insulation
IMAJOSIMOILTZTROMMMAJOMCCIU:C1553X0AT4SWOMOMMUICSIXOAS0=4.402057:r=711,7:410:0
Drywall
main beam
Drywall
main beam
DDC
Channel molding
DW90C
HANGING AND FRAMING
0
1st
2nd
3rd
Roof deck
Bar joist
--\- Gypsum board
Steel stud
Plenum
Height
(Ft In)
Un Lill
Toad
(MPH)
Stud
Thickness
(Inch)
Stud
Gauge
(Ga. Ho-)
Sheathing
5/8' Drywall Sheet
Densglass Gold G -P
Main Runner
Spacing
(limb)
Cross Tee
Spacing
(htch)
Hanger Wire
Spacing
(Feet)
Crass Tee
Length
(Font)
Compression
Post Spacing
_
Compression
Post Load
1117S.)
-
0
6
1 i
? t / 7 ' ST“
22
5/8' (i P Ilensgtess & 1/4' ^'" i "'
48
"_
't'•
j'
(
9
+^
2 1 /2' .>Iii
2 1/7" STN
22
22
5'8 L, Densglass& t/4
b'R G P Densglass & 1/4
- -18
48'
J
d•
__ 4'
4'
37
83
tin
2 1/2' SIr4
22
' lI • GP ilonsgress .t 1'4'•
3h
T
3'
83
7 1/2" STH
22
5/8' O Densglass & 1/4'
36'
_ 3.. -_
_ - -._ _3
187
2 1/2' Sl i 1-
2 1/2' ST11
22 _.
72
5 /8" G P Densglass & 1/4" '
5/8' G 0 nnnegtess 4 I/4 - '.
_ 36'
74
--
'1'
2.5'_
- - �
2.5'
-- 276
251
140
1 1/2 S1
2/
5/8' C P Densglass & 1/4'
.'4
2'
300
6'
10„
1'
3
2 1/2 08.1 _
-_ 18
5 /8" el P flensgtess 8 I /4 " -1•o a
48" - -
_ - - ,
.1
_ 4' _
- 9.1 _
2 I/2' GS/
18
5'8 , 11 Densgwss & I/4 -3/9' EIFS
5!9" G P. Densglass 3 1 /4' ." ^"
48'
4A"
16
16
.1'
4'
4'
4
37
83
2 1/2' GS.1
IA
2 1/2' CSl
18
5/8" r' P Densglass & I!4 _'
36
t6"
T
3'
83
2 I /7" 0.5.
5 /8' G P Drnsglnss8 /4"
36
16
9
S
187
170
2 1/2' CSJ
18
5/8" ([P Densglass 1 /4' -;
36"
I6'
3'
2 -5'
276
140
1/2
7 1/2" 002
2 1/2" CSJ
18
5/8" Op Densglass & 1 /4' '
_ 2.4" -
24"
= 16'
16'
2'
.5'
2'
251
300
18
5/8' GP Densglass & 1/4" :
2'
10 4
••••
3 5 /8' CSW
3 5/8' CSW
3 5/8' GSW
3 5/8' GSW
19
s/9' G.P Densglass a 1/4" 3/8" .....
4 P" _
_ _ _ 48'
_ -_.
, i !
•
!
i I
9a _ _
37
83
83
5 /8" G.P Densglass & 1/4' 3/8' EIFS
4' 0 C.
5/8' 0 P Densglass & I/4 " -3/8" EIFS
48"
36"
_
4 0 C
3' O.C.
3' O.C_
5/8' QP Densglass a l/4 " -3 /R" EIFS
Ic
:17
3 .5/8' CSW
3 5/8" C ....
_ 3 5/8' CSw
3 5/8' CSW
I to I :cc
5/8" G.P. Densglass & 1/4` -3/8" ['IFS
_
36"
L
187 —
___ _
251
5/R" G P Dens lass 9 & Iht "-3/9" EIFS
24'
S' n r:
5/8" O P Densglass R 1/4' 1/8" FITS
24"
_
2' 0 C.
300
15•
20'
""
I
0'
,
_ 3 I/2 CSJ
3 i/7' CSI
5 /8"G.P Densglass & 1/4" -3 /8" EIFS
49"
48
16' _
i6_
O C
4'
• - t
1'
'3'
9.3
3 / __
_ 83__
83
187
276
-- - - -- 251
_ _
300
5 /R "G.P. Densglass & 1/4' -3/8 EIFS
__ _
4' 0,0. -
4' O C.
3' 0 C.
3 1/2" CSJ
5/8"0.P. en
Dsglass 8 1/4" 3/8" EIF
5 /8 "G.P Densglass & 1/4" -3/8" EIFS
4H'
3 I/2" CSI
_ 3 1/7" CSI
- 3 1/2" CSJ
, I
<10
, I
36"
5 /8 "G.P. Densglass 8 1/4" 3 /8" EIFS
36'
I
, I ,
_ 3' 0.G
25' O . 0 -
3
3'
2'
S/8'G.P Dens(,L & 1/4' -3/8" LIES
36
- - .4
24'
3 i/2" CS .I
'I 1/2' 032
IC
5/8 'G P Dan lass S 1/4'-1/8" -
sg CIfS_
7 5'nC
16
5/8' ;.P Densglass & I/4' -1/8' EIFS
7' 0.0
HANGING AND FRAMING
Exterior Wind Load Ceiling Design For North America
Ceding Cyel. +ni - HD8906G90 Moo, Ream 12 n ' XI R94SPG90 r roc¢ Tce 4 tt ' 'II. /Q36G90 cross Ton h /'II 8976090 Crnac To.+' ti 1 410 3a H
' Note 1 1'2" 16ga. 11 Channel Bridging required at Mid Span for 10' 4" up to 15' 0"
" Note 1 1/2' 16ga U Channel Bridging required at I /30 Points for 15' 1" up to 20' 0"
"' Compression Post and Ceiling system tested al the Plenum design depth shown here Ire Positive and Negative Wind Speed ress re Loads as listed
"" Compression Post Assemblies at this Plenum design depth Calculated by Dietrich Design Group
For Heights «eel 33 lee) above ground level, use ( Table 16 -C) 41 1997 Uniform Building Code Exposure and Gust Factor Coefficient
Exterior wind loaded designs were tested and approved for the highest exposure category listed tee the nnnhnentnl United Crates 8s shown in 'he !DE
Section 1609 Wind Exposure Charts (Section 1609 Table 1009 0.2.1 and ASCE J. Figure 6
Stud Products R Properties Razed on Dietrich industries Me.
D G. Hanger Wire
For more intormalron call 1 877 ARMSTRONG
Deck
Construction Type
UL Design
Number _
Concrete
Thickness
II Drywall
Layers
Minimum Drywall
Thickness- - _ _
Maximum Fixture
Penetration
(Ft /100 Ft
Maximum Duct
Penetration
(1n Ft
Drywall
Grid
_ System
Floor /Ceiling Drywall Assemblies -
CONCRETE ON COMPOSITE
2 Hour
CONCRETE ON METAL
3 -Hour
FLAT CELLULAR,
D501
FLUTED
21/2"
OR
1
BLEND DECK
5/8"
I None
None
DFR 8000
D502"
LATH, CORRUGATED
G523"
2 1 /2"
AND
3
1
RIBBED DECK
1
5/8"
5/8"
i 24
24
144
144
DFR 8000
DFR 8000
G524"'
31/2 ",3 3/4"
1
1/2"
None
113 _
DFR 8000
G529
3 1/4"
1
1/2"
24
57
DFR 8000
G529
2 3/4'
1
5/8"
24
57
DFR 8000
2 Hour
G523
2 1/2"
1
1/2" or 5/8 "'
24
144
DFR 8000
G524"`
31/2 ",33/4"
1
1/2"
None
113
DFR 8000
G527
2 1/2"
1
1/2" or 5/8 "'
None
Non e
DFR 8000
G529
2 1/2"
1
1/2
24
57
DFR 8000
1 1/2 -Hour
PRECAST CONCRETE SLAB
3 -Hour
G528
2 1/2"
1
1 /2" or 5/8" `
None
None
DFR 8000
G524
J502
2 3/4" - 3"
2 3/4"
1
1
1/2" or 5/8"
5/8"
•••
None
•'•
None
DFR 8000
OFR 8000
2 -Hour
Wood Deck/Ceiling Drywall
J502
Assemblies
2"
1
5/8"
None
None
DFR 8000
PLYWOOD 2 X 10 WOOD
1 -Hour
JOISTS
L502
NA
1
1/2"
None
None
DFR 8000
L513
NA
1 _
5/8"
None
None
DFR 8000
L515
NA
1
1/2'
None
None
DFR 8000
L525
NA
1
1/2" or 5/8 "'
24
57
DFR 8000
PLYWOOD (2) 2 X 10 OR
1 -Hour
PLYWOOD WITH WOOD
1-Hour
DEITRICH TRADEREADY
1 -Hour
L526
(1) 4 X 10 WOOD
L508
TRUSSES
L529
FLOOR SYSTEM
L564
NA
JOISTS
NA
NA
/CEILING
3/4" Cement
Fiber Units
1
1
1
DRYWALL
1
5/8"
5/8"
5/8"
ASSEMBLIES
5/8"
24
None
24
None
114
None
57
None
DFR 8000
DFR 8000
OFR 8000
DFR 8000
1 -Hour Corrugated
Decking
Roof /Ceiling Drywall Assemblies
G553
3/4"
1
5/8"
None
None
DFR 8000
STANDING SEAM EXPOSED
1 Hour
MINERAL FIBER, FOAM
2 Hour
METAL
P516 I
ON CELLULAR,
P501 I
ROOF WITH
NA 12
FLUTED,
NA
BATTSBLANKETS
15/8"
CORRUGATED
1
METAL DECK
5/8"
None
None
None I
None
DFR 8000
DFR 8000
P514
NA _
1
5/8"
24
255
DFR 8000
1 1/2 -Hour
_
P507
NA _ _
1 _
5/8"
24
57
DFR 8000
P510
NA _ _ __
1_
5/8"
24 _
57
DFR 8000
P513" I NA
1
5/8"
24
144
DFR 8000
1 Hour
MINERAL FIBER /LAMINATED
1 1/2 -Hour
P508" t NA _
1
5/8"
24_
144
DFR 8000
P509" NA
1
5/8"
24
144
DFR 8000
P510 NA
GYPSUM PLANKS
P506 I NA
1
1
1/2"
5/8"
24
24
5/
5/
DFR 8000
DFR 8000
rywailGrlclSystem��,
UL Fire Resistive Designs
• Oo niinlo nn rannq, nvuu A:10 OP,
r:pt¢m.tt acoustical flip may bn •)In rro,1 In •iyt:;un' t Ixvo
Cxtc ete thickness Jepn t Is on past depth 11,(.
Mmstrnnq r'r wall 'r>",u)n to 1 it' itan <I 799rG90 d St Fn ,I ed Js r ut •9 3 • II f t' H. - ,ist,v*, I :e•aign
1)1 ij 800 I1 Designation I- Ire :loam Drywall led 'Sy'.Inrn
Fire Rated Expansion Joint
For more information :all 1.877 ARMS THONG
Fire expansion notch
m
HANGING AND FRAMING
';ntIapsnrl fire nxonnnlnn cold)
Technical Load Test Data
• Cross Tees
Component
Combination
Maximum Load
in Lbs. /Ft.' at
Hanger Wire/
Cross Tee Spacing
Item
No.
Flange
Width
Len th
ON
Web
Height
Simple Span (Lbs /LF)
72"
50"
4'
3'
2'
L/240
U360
U240
U360
L/240
L/360
0240
L/360
U240
L/360
XL8965
1-1/2"
72"
1-1/2"
6.4
4.27
4.69
16 32
10 88
HD8906/XL8926
(mains 24" O.C.)
26 13
21.77
XL8947P
1-1/2"
50"
1-1/2"
19.5
13.0
XL8945P
1-1/2"
48"
1-1/2"
22.5
15.0
XL8341
15/16"
48"
1 1/2"
24.8
16.59
XL7341
15/16"
48"
1= 11/16"
24.8
16.59
XL7936G90
1-1/2"
36"
1-1/2"
50.0
33.3
XL8925
1-1/2"
26"
1=1/2"
117.0
98.0
XL8926
1 -1/2"
24"
1 1/2"
158.0
129.0
XL7918
1-1/2"
14"
1 =1/2"
107.0
71 5
Component
Combination
Maximum Load in Lbs. /Ft.' at
Hanger Wire /Cross Tee Spacing
Component
Combination
Maximum Load
in Lbs. /Ft.' at
Hanger Wire/
Cross Tee Spacing
48 "/ 24"
48"/ 16"
36 "! 16
36 "/ 16"
U240
L/360
0240
L/360
L/240
U360
U240
U360
HD8906 /XL8947P
(mains 50" 0 C.)
6.78
4.52
6 78
4:52
1 4,93
9 95
H08906/XL7936G90
(mains 36" 0.C-)__
21.77
14 51
HD8906/XL8945P
(mains 48" O.C)
7 03
4 69
7 03
4.69
16 32
10 88
HD8906/XL8926
(mains 24" O.C.)
26 13
21.77
HANGING AND FRAMING
Load Test Data
Item
No.
HD8901
HD8906
Flange
Width
(in.)
15/16"
1 -1/2"
Load Test Data
Length
(in.)
144'
144"
Membrane Load Values
Technical Load Test Data • Main. Bean
Web
Height
(in.)
1 1/2
0240
24.75
1- 11/16" 28.14
4'
11360
16.5
18.76
Simple Span (Lbs /LF)
L/240
46.3
57.3
3'
L/360
31.4
35.8
U240
123.2
143 0
2'
L/360
80 1
95.5
NOTE: Allowable loads tested per ASTM C 635 for deflection limited to L/360 and complies with ASTM C 645 for deflection
limited to [/240 See standards for additional information
Typical Drywall Cross Tee Spacing
XL8945 24" 0 C for 5/8" drywall
XL8945 16" O.C. for 1/2" drywall
For more mformalion call 1 877 ARMSTRONG
Material
Weight
Lbs. /SF
Maximum
Main Beam
Spacing
Maximum
Cross Tee
Spacing
Maximum
Wire
Spacing
Load
on
Wire
OSB 1/4"
0.9
48"
8" - 16"
48"
14:4 Lbs.
3/8"
1 3
48"
16"
48"
20:8 Lbs.
1/2" '
1.7
48 •'
16"
48"
27.2 Lbs._
5B"
2.2
48"
24"
48'•
35.2 Lbs.
3/4"
2.5
48"
24"
48"
40.0 Lb.
Plywood 1/4''
.075
48"
8" - 16 "
48"
12.0 Lbs.
3/8"
1.1
48"
16"
48"
17.6 Lbs.
1/2"
1.5
48"
16"
48"
24.0 Lbs.
5/8"
1.8
48"
24"
48"
28.8 Lbs.
3/4"
2.2
48"
24"
48"
35.2 Lbs:
Gypsum Board 1/4"
1.2
48"
8'' - 16"
48"
19.2 Lbs.
3/8"
1.4
48"
16"
48"
22:4 Lbs:
1/2"
2.0
48"
16"
48"
32.0 Lbs:
5/8"
2.4
48"
24"
_48"
38:4 Lbs.
3/4"
_ 4:2
48"
16"
_48"_
67.2 Lbs.
Cement Boardl /2 "*
3.0
48"
24"
48"
48.0 Lbs:
Cement Siding 5/8 "*
1:9
48" -
_ 16"
48"
30.4 Lbs.
Hard 'Board Siding 1/2"
2.0
48"
16"
48 "
32.0 Lbs:
Water Resist. Gypsum Board 5/8"
3,42
48"
16" or 24"
48"
57.7 Lbs.
Water Resist. Gypsum Board 1/2"
2.8
48"
16"
48"
44.8 Lbs.
Expanded Steel Lath
3.4
48"
16"
48"
54.4 Lbs.
12 Gauge Sheet Steel
4.5
24"
16"
48"
72.0 Lbs.
For more 'ntormalmn call 1 877 ARMSTRONG
Basic Products Used on Suspension Systems
HANGING AND FRAMING
NOTES
All framing on the exterior should he 16' O.C. Or less
Some manut,u.hrrem make 1/2" Gypsirm Board w,lh ;pr.' i.rl .:..rr' I., ...pan 7.1 • fr.rmufq on itrlebor ceiling in;t.dl.rlums (avltilahle on reque>t)
All strel prnrtuct On erit.'nnr made from G -911 Galvanized finish
Data based on manufacturer's published data.
' Use lower RPM (t C) - ',`Son) sc,nwr glut to In51,111.' 'rn,.ni b .stows with mtem,itl)'n ),ssure.
Control Joints
Control joints minimize cracking caused by stresses in the surface material attached to a
metal suspension system. Materials have different rates of expansion and control joints are
placed 35' to 50' apart to control bucking and cracking Of surface: Control joints are also
used to minimize stresses in monolithic ceiling membrane that occur at columns, access
doors, light fixtures, inside and outside corners and other unusual penetrations in ceilings.
(See detail drawing on page 9):
Expansion Joints
Ceiling expansion joints are installed to separate the metal suspension system when
expansion joints occur in buildings, ceiling span is over 100' or when metal changes
direction: Expansion joints are required to separate a system in T H, L and U ar Circle
shaped buildings to eliminate cracking from expansion. Both expansion and control joints
look similar but perform different functions. (See detail drawing on page 9).
On Center Spacing
Of Component
Percent of
Square Footage
8'
108%
12"
100%
16"
76%
20"
60'/
8'`
0.C.
- -- — 30'"
40'1 --
36"
33%
.18"
25%
60"
.. - 20%
Item number
Length
Pcs /Ctn.
LF /Ctn_
Lbs, /Ctn,
Area of ceiling completed by one carton
DRYWALL
GRID MAIN BEAM
8'`
0.C.
16'
O.C.
24"
Q.C.
36"
O.C.
48"
O.C.
50"
O.C.
7857
HD8901
144"
20
240
71
480
720
960
_1000
sq.ft.
H08906/HD8906G90
144"
12
144
53
-
288
432
576
600
sq.ft.
HD8906F08/HD8906F16
144"
12
144
53
v4nes w th rarhir-;
sq.ft.
DRYWALL GRID
1 -1/2" FACE CROSS TEES
7838
120"
20
200
8"
O.C.
16"
O.C.
24"
O.C.
X1.8965
72"
36
216
78
144
288
432
sq.ft.
XL8947P/XL8947PG90"
50"
36
150
56
100
200
300
KAM -12
sq.ft.
XL8945P/XL8945PG90
48"
36
144
52
96
192
288
KAM -10
120"
sq.ft.
XL7936G90
36"
36
108
- -- -
- 39
144
216
-
- — -
-
sq.ft.
XL8925/XL8925G90"
26 "_ -
36
78
28
sq.ft.
XL8926/XL8926G90 -
24"
36
- 72
26
48
sq.ft.
XL7918"
14"
36
42
14
sq.ft .
DRYWALL GRID
15/16" FACE CROSS TEES
8"
O.C.
16"
O.C.
24"
O.C.
XL7341/XL8341
48"
60
240
71
72
320
480
sq.ft
Item number -
Length
P1cs /Ctn.
LF /Ctn.
Lbs. /Ctn.
Area of ceiling completed by one carton
REVERSE MOLDINGS
16"
O.C.
24"
O.C.
7857
120"
30
360
•
51
sq.ft.
7858
120"
20
240
67
DRYWALL UNHEMMED
CHANNEL MOLDING_
7838
120"
20
200
36
DRYWALL ANGLE MOLDING
HD7801G90
120"
30
300
38
KAM -12
144"
30
31
KAM -10
120"
30
300
49
LAM -12
144"
30
360
31
rywal idS ystw
ESTIMATING MATERIAL
" Dimensions are nominal.
Estimating Lineal Feet of Grid
Based on Square Footage of Ceiling
Example calculation based on 5,100 SF ceiling:
Main beam at 48" O C.
5,100 SF x .25 = 1,275 LF
1 275 L F _ 144 LF /Ctn = 9 cartons needed
Cross tee et 16" O.0
5.100 SF x .76 = 3,876 LF
3 876 LF - 144 L F /Ctr = 27 rwlnn; needed
Cross tee at 24' 0 C
5.100 SF x 50 = 2,550 LF
2,550 LF 144 LF /Ctn = 18 cartons needed
' more mlorroalmn call 1 877 ARMSTRONG
Additional Drywall Grid Systems are available. For more information, visit
armstrong.com /drywallgrid or call 877 - ARMSTRONG to request literature.
CS -3681 - Short Span DGS:
What You Need to Know about
Load and Seismic Testing
CEILING SYSTEMS
1 877 ARMSTRONG (1 877 276 7876)
• Name of your Inner Circle Contractor or
Gold Circle Distributor or Sales Representative
Customer Service Representatives
7:30 are to 5 - 00 p.m EST, Monday through Friday
• TectlL ine — Technical information —
7:45 a.m. to 5:30 p.m. EST, Monday through Friday
FAX 1-800-572-8324 or email: techlino @armstrong corn
• Product literature and samples — Express service or reg
ular delivery
• Request a personal copy of the Armstrong Ceiling
Systems catalog
armstrong.com/drywallgrid
• Latest product and program news
• Real time selection and technical information
• Contacts = reps, where to buy, how to install
• Submittal pages
• Literature and samples information
• CAD renderings
U AWI I iaon:,11 .0 'c.any. 7066
Printed In i)nrted States of America
,5 1 Ni
`- -- ---- --- /Lms6aiy
CS -3540 -
Drywall Grid Systems
for Curved Applications
CS -3541 -
Stucco/Plaster Grid
Systems
An 1st '04,
Mmstn
CS -3542 -
Synthetic Stucco
Grid Systems
Engineering data included provided by outside
engineering company.
J Lrrl , :tro, 1
CS -3590 -
Drywall Grid Systems for
Framing Short Spans
These drawings show typical conditions in which the
Armstrong product depicted is installed. They are not a
substitute for an architect's or engineer's plan and do
not reflect the unique requirements of local building codes,
laws, statutes, ordinances, rules and regulations (Legal
Requirements) that may be applicable for a
particular installation.
Armstrong does not warrant, and assumes no liability
for the accuracy or completeness of the drawings for
a particular installation or their fitness for a particular
purpose. The user is advised to consult with a duly
licensed architect or engineer in the particular locale
of the installation to assure compliance with all
Legal Requirements.
Armstrong is not licensed to provide professional
architecture or engineering design services.
h eadquarte rs
200 Valencia Avenue
ustin;;CA`. >9278b � =USA'
00 828 =5483 toll free
1 4 247:1270 phone
1.4 247 1351 'fax
ifo accesshghting com'
i allas'Tradema rt
1,00 Sternrrions Freeway
alias TX 75207 I USA
doe
FILE COPY
REVIEWED FOR E
CODE COMPLIANCE
APPROVED
MAY 2 8 2008
.. ity Of Tukwila
BUILDING DIVISION
RECEIVED
APR 18 2008
PERMIT CENTER
23930
23931
23932
23934
23935
23936
178 Access Lighting
•
23938
23939
23940
23941
t
23942
RFD
23947
23946
23945
-.1 Ve..1?2 , ,p1r
23948
23949
I I 11101, .
Finish Ii1z. CC
Included 0" 10 ' . Fluor oic'l l..iiIg
Sinn( Ceiling t\ritIplor
Options i tot cUi
hi fi •
Choose customized pendant model
number by building the following code:
Sample model nuinbei at cOmpieted
23947 BS
COMPLETED NO.
Pick completed
pendant number
shown below the
glass choices on
this page
FINISH
Pick
pendant
finish
AMR COD
OPL RED
RED
GLASS
Pick glass
color. See page
*170-172 for
color options
of the glass
choice shown.
Awirogyt,
,Pendan
wnlviis.totaeird*.
Finish
Included lOtt Hicon Coaxal Cah le
n
COB FS PED
96015
96016
RED
COB
96019
AMB
. 96918
162 Access Lighting
WHT
96920
AM Z
96924
tO COG UPI
96930
AMM WRD
96933
AM('1 BOY 01,0 MI! y1 (
96941
AMM 1 Mil - RA YU
96942
CRN kit i
96961
WHP
96955
96955
Pick completed
pendant number
shown below the
glass choices on
this page.
Choose customized pendant model
number by building the following code:
COMPLETED NO. FINISH
Pick
pendant
finish
WHP
GLASS
Pick glass
color. See page
155-162 for
color'OPtIons
of the glass
• .6•3.4
choice Mown -14c.
rnversal:Housm
TC2
TC New Construction
Requires 3" spacing from insulation.
13 "L x 71/4"W x 7 / "H
Ceiling opening: 61/4"
•
IC2
IC New Construction
Energy - efficient, Air -Loc" double wall
housing can be covered with insulation.
17 / "L x 9% "W x 7 /z "H
Ceiling opening: 6' /a"
Downlights
Tapered Baffle
24W -WH White Baffle
24B -WH Black Baffle
24B -ABZ Black Baffle
24B -PB Black Baffle
24B -SC Black Baffle
75W PAR30L, 65W BR30
5'/." Aperture
' sm*
Pinhole with Baffle
23B -WH Black Baffle
50W R /PAR20
3 %" Aperture
Straight Cone
26B -WH Black Alzak
26C -WH Clear Alzak
26G -WH Gold Alzak
26HZ -WH Haze
26PT -SC Pewter Alzak
26W -WH Gloss White
26WHZ -WH Wheat Haze
IC: 90W PAR38, 85W BR40
TC: 150W PAR38,
120W BR40
5%" Aperture
Straight Baffle
25W -WH White Baffle
25B -WH Black Baffle
25B -PB Black Baffle
25B -SC Black Baffle
IC: 85W BR40, 90W PAR38
TC: 150W PAR38, 120W BR40
5 %" Aperture
PAR30 Deep Baffle
254W -WH White Baffle
254B -WH Black Baffle
75W PAR30, 100W PAR38
5 Aperture
Tapered Cone
27B -WH Black Alzak
27C -WH Clear Alzak
27G -WH or PB Gold Alzak
27HZ -WH Haze
27 PT -SC Pewter Alzak
27W -WH Gloss White
27WHZ -ABZ Wheat Haze
27WHZ -WH Wheat Haze
75W PAR30L, 65W BR30
5'M" Aperture
TC2R
TC Remodel Construction
Requires 3" spacing from insulation
Installs from below ceiling_
131/4"L x 7/.'W x 7/ "H
Ceiling opening: 6/"
Universal BR/PAR Trims
f L
PAR30 Deep Cone
257B -WH Black Alzak
1e 257C -WH Clear Alzak SID
257G -WH Gold Alzak
257HZ -WH Haze
257WHZ -WH Wheat Haze
75W PAR30, 100W PAR38
5%" Aperture
BR40 /R40 Open Frame
251 -PB
251 -WH
IC: 100W BR40
TC: 120W BR40, 250W R40 Heat Lamp
BR30 Open Frame
250 -ABZ
250 -PB
250 -SC
250 -WH
65W BR30
G
Accessories
ALG6: Energy Conserving Gasket for 6"
Air -Loc IC Housings
45.
• ACUIL1)( 5 Aperture PAR30 /PAR38
PA R30 /PAR38 ` Downli
allWash Housi
TC62
Requires 3 spa('nq front .nsu
- oil;i i9 d ,' n5rr'•,
13/' / / W , B
in(j • pu 7. -
Downlight Wash Series
Provides high light level general and task illumination
for 7' -20' ceiling heights. Also accommodates lensed
wall wash trim for even illumination of vertical surfaces
without light scallops.
IC62
Energy - effic ;Pot, Au Inc rated housing for
,ise in direct contact with insulation
H. )u5,nri d:•r.a:r, o
9 "'t x iI W 9 H
Ca l.:iii Uncut 7 �.
A perture PAR30 /PAR38
aS :t'V ii r.KtG.a, k �. .F4<,
/Wall ;W
rir
Downlight Trims
I
Deep Downlight Cone
627B -WH Black Alzak
627C -WH Clear Alzak
627G -WH Gold Alzak
627HZ -WH Haze
627WHZ -WH Wheat Haze
IC: 75W PAR30, 100W PAR38
TC: 75W PAR30, 120W PAR38
5 /e" Aperture
Deep Downlight Baffle
624W -WH White Baffle
624B -WH Black Baffle
IC: 75W PAR30, 100W PAR38
TC: 75W PAR30, 120W PAR38
5 /e" Aperture
1
1
Wall Wash Trims
Angle -Cut Lensed Wall Wash
629B -WH Black Alzak
629C -WH Clear Alzak
629G -WH Gold Alzak
629HZ -WH Haze
629WHZ -WH Wheat Haze
IC/TC: 75W PAR30
5 %" Aperture
Decorative Trim
Opal Glass
(Wet Location Approved)
611 -WH Swirled Etched Glass
IC/TC: 100W A19
23
April 25, 2008
Tom Wolken
4411 — 50 Avenue S
Seattle, WA 98118
Dear Mr. Wolken,
Sincerely,
Brenda Holt
Permit Coordinator
encl
File No. D08 -200
• •
Cizy of Tukwila
Department of Community Development Jack Pace, Director
RE: CORRECTION LETTER #1
Development Application Number D08 -200
Parfumerie — 446 Southcenter Mall
Jim Haggerton, Mayor
This letter is to inform you of corrections that must be addressed before your development permit can be
approved. All correction requests from each department must be addressed at the same time and
reflected on your drawings. I have enclosed comments from the Building Department. At this time the
Fire, Planning and Public Works Departments have no comments.
Building Department: Dave Larson, at 206 - 431 -3678 if you have questions regarding the
attached comments.
Please address the attached comments in an itemized format with applicable revised plans,
specifications, and /or other documentation. The City requires that four (4) complete sets of revised
plans, specifications and /or other documentation be resubmitted with the appropriate revision
block.
In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every
resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person
and will not be accepted through the mail or by a messenger service.
If you have any questions, please contact me at (206) 431 -3670.
koktfr
P:\Pennit Center \Correction Letters \2008\D08 -200 Correction Ltr #1.DOC
wer
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665
Building Division Review Memo
Date: April 22, 2008
Project Name: Parfumerie
Permit #: D08 -200
Plan Review: Dave Larson, Senior Plans Examiner
Tukwila Building Division
Dave Larson, Senior Plan
Examiner
The Building Division conducted a plan review on the subject permit application. Please address the
following comments in an itemized format with revised plans, specifications and /or other applicable
documentation.
(GENERAL NOTE)
PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size).
(If applicable) Structural Drawings and structural calculations sheets shall be original signed wet
stamped, not copied.)
1. Sheet Al detail 2 shows the use of plywood above the toilet room lid. This is not allowed in
type II construction and also would not be acceptable installed within the plenum space
above the ceiling. Please revise plans as necessary.
2. In the same area there is a note that refers to structural specifications and calculations for the
toilet room lid. I could not find this information. Please provide.
3. Provide a framing cross - section of storefront area and we will need framing details for the
retail area hard lid including its structural connection to the structure above.
4. Some of the measurements for toilet room accessibility do not match requirements as
specified by ICC /ANSI A117.1 -2003. The toilet paper dispenser should be 7 to 9 inches
instead of 12. The clearance under the sink needs to meet section 306. Grab bar lengths were
left off. Please revise your details to meet the requirements of the above mentioned standard.
5. Please recalculate the lighting budget using 1.5 watts for the actual retail space, 0.8 watts for
the toilet room and 0.5 for the storage area. An additional 1.5 watts for the merchandise tract
lighting should be based on the retail square footage only.
Should there be questions concerning the above requirements, contact the Building Division at 206 -431-
3670. No further comments at this time.
•
PERMIT COORD COPY
PLAN REVIEW/ROUTING SLIP
ACTIVITY NUMBER: D08-200 DATE: 05.-20-08
PROJECT NAME: PARFUMIERE
SITE ADDRESS: 446 MALL
Original Plan Submittal Response to Inc,ompletetetter #
X Response to Correction Letter # 1
Revision #. After Permit Issued
DEPARTMENTS:
B ing
Poi/ Fire Prevention LII Planning Division
Public Works Structural Permit Coordinator
DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 05-22-08
Complete
Documents/routing slIp.doc
2-28-02
Incomplete
APPROVALS OR CORRECTIONS:
Approved El Approved with Conditions
Notation:
REVIEWER'S INITIALS:
Comments:
Aiiolitehter.Weeeitib.." • .1 :zr ;
vtivei..,$.-NakttiAg...,•).%31,: •
INCOMPLETE LETTER MAILED : LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials:
TUES/THURS RR/TING:
Please Route Structural Review Required No further Review Required
REVIEWER'S INITIALS:
DATE:
DUE DATE: 06-19-08
Not Approved (attach comments) II]
DATE:
Not Applicable
LI
LI
It Cent�r'Osebifiy ..
• ; f: "r' '
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials:
ACTIVITY NUMBER: D08 -200 DATE: 04 -17 -08
PROJECT NAME: PARFUMERIE
SITE ADDRESS: 446 SOUTHCENTER MALL
X Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter #
Revision # After Permit Issued
DEPARTMENTS:
t)
41,04 u -Pr'
Building Division Ai
Public ■Works
►1,�& Los
, '
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
APPROVALS OR CORRECTIONS:
Documentshouting sup.doc
2-28-02
•
COORD COPY
PLAN REVIEW /ROUTING SLIP
�I4 AV(/
Fire Pr vention
Structural El Permit Coordinator
Incomplete
TUESITHURS RO T ING:
Please Route Structural Review Required
DUE DATE: 04 -22 -08
Not Applicable Cl
Comments:
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
No further Review Required
REVIEWER'S INITIALS: DATE:
DUE DATE: 05 -20-08
Approved Approved with Conditions 117 Not Approved (attach comments) CI�
PP CI A PP
Notation:
REVIEWER'S INITIALS: DATE:
Permit Center Use Only /�
CORRECTION LETTER MAILED: '0
Departments issued corrections: Bld Fire ❑ Ping ❑ PW ❑ Staff Initials: [�
Planning D ivision
Date: 5'20.2008
•
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
i
REVISION SUBMITTAL
Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through
the mail, fax, etc.
Plan Check/Permit Number: D08 -200
❑ Response to Incomplete Letter #
• Response to Correction Letter # 1
❑ Revision # after Permit is Issued
❑ Revision requested by a City Building Inspector or Plans Examiner
Project Name: PARFUMERIE
Project Address: 446 Southcenter Mall
Contact Person: Tom Wolken Phone Number: 'LoG •7 2 5. 9960
Summary of Revision:
1) PlywooD RFMoV p f'RoM DE/TM L
TMN5rof -M ER vs)( 14 511"oN1TTF C- 0012- Nb I-DAP NbW IMPo D oN sty. rizt
3� cRoss swafoN t&1 It, PRoVIby P�5
4 IbILE t tCND I.k N.1 SAN I ViS E1.
5) I.IGtt11NG 24)06E1" MS $ N 1 w/ MO P 1
AL owtrNo Fon- INpIVPDvA2 Pkcts
- 1)r 1
a l Q e l e 0 1 I OYiai ;, -, - ha7 �4.4 t 1, cr r
e - l�
Sheet Number(s): 1't I I A 2. P∎ 3 P\ P\4-, INS a
"Cloud" or highlight all areas f revi l ion including date of revisi
Received at the City of Tukwila Permit Center by:
Entered in Permits Plus on
\applications \forms- applications on Iine\revision submittal
Created: 8 -13 -2004
Revised:
•4ECEIVED
eiry OF TUKWIIA
MAY 2 0 200a
- a v a CENTER
estfield
Westfield Corporation, Inc.
633 Southcenter Mall, #3
Tukwila, WA 98188
April 17, 2008
Mr. Robert Benedicto
Building Official
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard
Tukwila, WA 98188 -2544
• •
RE: Request for Overtime Plan Review
(Tenant) Parfumerie, Address # 466 Southcenter Mall, Seattle, WA 98188
Dear Mr. Benedicto:
To expedite the plan review process, please use this letter as my formal request to utilize the
overtime plan review procedure at the City of Tukwila. I understand that the cost of this service
is 1.5 times the standard hourly rate and I will be billed for a minimum of four hours.
I agree to review and respond to any and all plan comments in an expeditious manner in order to
keep the plan review process moving quickly.
I will assume all payment for the overtime plan review. Said cost will be accumulated during the
plan review process and when the plans are approved, the City of Tukwila will require that the
overtime cost be paid on or before the building permit and approved plans are picked up.
I request that this overtime review process be initiated immediately for this set of plans only.
Sincerely,
Cc: Tenant file
Josh Kimmel
Southcenter Field Tenant Coordination
(Tenant/Tenant Architect or Engineer/Westfield Staff)
RECEIVE
APR 18 2000
PERMIT CENTEr
[Date]
Tukwila Building Division/Permit Center
6300 Southcenter Bl, Suite 100
Tukwila, WA 98188
• •
Tenant Acknowledgment Letter
Tenant improvement permit for [tenant name], Tukwila Permit No. b0$ - 2-0O is
issued subject to the following condition:
Final inspection approval of this permit and approval of occupancy (i.e. Open for
Business) for the herein named tenant space will not be issued until the "shell"
Building Permit No. D06 -147 has received final inspection approval from the
Building Division.
This condition is hereby acknowledged by:
Title':
cry\1\ay.ay
Tenant Name: •-■ vh e,' e -
1 Note that the letter is to be signed by the responsible officer of the tenant (ie business
manager, business president, vice president, CEO etc). The contractor, contact person for
the project nor the architect will not be acceptable.
2ECEIVED
APR 18 2008
PERMIT CENTER
Kind of Fixture
Fixture Units
No. of Fixtures
Total
Fixture Units
Public
Private
Public
Private
Bathtub and Shower
4
4
Shower, per head
2
2
Dishwasher
2
2
Drinking fountain (each head)
1
.5
Hose bibb (interior)
2.5
2.5
Clotheswasher or laundry tub
4
2
Sink, bar or lavatory
2
1
(
9
Sink, Clinic flushing
8
8
Sink, kitchen
3
2
Sink, other (service)
3
1.5
Sink, wash fountain, circle spray
4
3
Urinal, flush valve, 1 GPF
5
2
Urinal, flush valve, >1 GPF
6
2 .
Urinal, waterless
0
0
Water closet, tank or valve, 1.6 GPF
6
3
I
'q
W
Water closet, tank or valve, >1.6 GPF
8
4
tg King County
Department of Natural Resources and Parks
Wastewater Treatment Division
Non- Residential
Sewer Use Certification
Subdivision Name
Subdiv. #
Building Nam c ,
(it applicable)
Residential Customer Equivalent (RCE)
20 fixture units equal 1.0 RCE
Total No. of Fixture Units
20
L./
otb68 aoo
• To be completed for all new sewer connections, reconnections or
change of use of existing connections.
• This form does not apply to repairs or replacements of existing
sewer connections within five years of disconnect.
Pie se Print or Type
• Lia �1) Q� r I i IUL
Pra rttyYStrelet Ad1ress •
7! T Lti 1 1 + to State
wner's Name
Lot #
Block #
( )
Owner's Phone Number (with Area Code)
( )
Property Contact Phone Number (with Area Code)
Owner's Mailing Address
A. Fixture Units
Fixture Units x Number of Fixtures = Total Fixture Units
Total Fixture Units
RCE
Property Tax ID # 1 6 1 ,4 / 1 0 V ( 6)
P t• be ill d (if different from ow -r
r ' % itl %J7,�/►�.
City or Sewer District
Date of Connection
Side Sewer Permit #
Please report any demolitions of pre - existing building on this property.
Credit for a demolition may be given under some circumstances.
Demolition of pre- existing building? ❑ Yes ❑ No
Was building on Sanitary Sewer? ❑ Yes ❑ No
Was Sewer connected before 2/1/90? ❑ Yes ❑ No
Sewer disconnect date:
Type of building demolished?
Request to apply demolition credit to multiple buildings? ❑ Yes ❑ No
B. Other Wastewater Flow
(in addition to Fixture Units identified in Section A)
Type of Facility /Process:
Estimated Wastewater Discharge:
Gallons /days
Residential Customer Equivalents (RCE):
187 gallons per day equals 1.0 RCE
Total Discharge (gal /day) =
187
C. Total Residential Customer Equivalents:
(add A & B)
A
B
D
it
RCE
6!
RCE
4 ECEIV r
APR 18 2008
CENTEk
Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge.
The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a
period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be
prepaid at a discounted amount. All future billings can be prepaid at a discounted amount.
Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206 - 684 -1740.
I certify that the information given is corre t. I understand that the capacity charge levied will be based on this information and any
deviation will require resubmission of co r cted frULfLt data for dete giination o as revised capacity charge. �(
Signature of Owner/Representative ti /L�te Date 1 I I ) fl O J
Print Name of Owner /Representative 6flt1 k C��
License Information
License
SWINEB *992DR
Licensee Name
SWINERTON BUILDERS
Licensee Type
CONSTRUCTION CONTRACTOR
UBI
409013296
Ind. Ins. Account Id
CHIEF FINANCIAL
OFFICER
Business Type
CORPORATION
Address 1
260 TOWNSEND ST
Address 2
City
SAN FRANCISCO
County
OUT OF STATE
State
CA
Zip
941071790
Phone
4159841248
Status
ACTIVE
Specialty 1
GENERAL
Specialty 2
UNUSED
Effective Date
3/19/2001
Expiration Date
12/28/2008
Suspend Date
Separation Date
Parent Company
Previous License
SWINEW *336J4
Next License
Associated License
Business Owner Information
Name
Role
Effective
Date
Expiration
Date
GILLETE, JAMES R
CHIEF EXECUTIVE
OFFICER
03/19/2001
BRINKHOFF,
RANDALL DEAN
CHIEF FINANCIAL
OFFICER
08/05/2005
SUNDGREN, DONALD
ERIC
PRESIDENT
08/05/2005
CHAPMAN, JOHN
BRYAN
SECRETARY
08/05/2005
GRAY, LYN M
SECRETARY
12/15/2002
Look Up a Contractor, Electr or Plumber License Detail
Washington State Department of Labor and Industries
General/Specialty Contractor
A business registered as a construction contractor with L &I 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.
•
Page 1 of 4
https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= SWINEB *992DR 06/02/2008
c� w
C)
6° METAL STUDS AT 16' O.C.
EXISTING AT DEMISING WALLS
DEMISING WALL EXISTING AT DEMISING 6 WALLS
SCALE: 3" = 1' -0"
ELECTRICAL LEGEND
WALL DUPLEX OUTLET
EMIR
WALL TELEPHONE OUTLET
SEPARATE CIRCUIT I2 -V, 20A
e- DEDICATED TELEPHONE OUTLET
® FLOOR DUPLEX ELECTRICAL OUTLET
v
WALL FOUR -PLEX OUTLET
DOOR ACTUATED BELL
/ SECOND FLOOR CONSTRUCTION
MAINTAIN EXIST. DEMISING WALL DEFLECTION DETAIL
CLOSURE PLATE AT METAL DECK CONDITIONS -
EXTEND ACROSS 3 RIBS AND SECURE TO DECK
DEEP LEG RUNNER W/ I -1/2" LEGS
MAINTAIN I /2" CLEAR ABOVE STUDS
TO PERMIT DEFLECTION- DO NOT SCREW
GWB OR STUDS TO RUNNER
ALIGNMENT STRAP -
SCREW TO EACH STUD
SEALANT - TYPICAL
-0- COMPUTER 'J' BOX W/ PULL STRING & COVER
PLATE FOR COMPUTER /TELEPHONE- COLOR OF
COVER PLATES TO
MATCH ELECTRICAL OUTLET COLOR
II111111Iuur«ILu11111I IIIIIIII
CEILING HEIGHT- SEE
REFLECTED CEILING PLAN
5/8" TYPE 'X' GWB, 4 FT WIDE, ON METAL STUDS,
ONE HOUR CONSTRUCTION, ATTACH TO STUDS AND
FLOOR AND CEILING TRACK WITH I INCH LONG
TYPE S STEEL SCREWS SPACED 8 INCHES O.C. ALONG EDGES
OF BOARD AND 12 INCHES O.C. IN THE FIELD OF THE BOARD.
JOINTS ORIENTED VERTICALLY AND STAGGERED ON
OPPOSITE SIDES OF THE WALL.
SOUND INSULATION WHERE
INDICATED IN PLAN
FLOOR FINISH AND BASE
AS NOTED ON PLANS
u
rqvisioN
5/8" TYPE X GWB
HVAC NOTES/ CEILING LEGEND
r
SCALE: 3" = I' -0"
2
TOILET ROOM WALL
ELECTRICAL SYSTEM WILL BE DESIGN /BUILD BASED ON A 277/480 VOLT,
THREE PHASE, FOUR WIRE, 60 CYCLE SYSTEM. LANDLORD PROVIDED AT
TENANT'S COST IOOA- (I) 2" CONDUIT.
MECHANICAL SYSTEM WILL RECEIVE CONDITIONED SUPPLY AIR FROM
VAV ROOFTOP AC UNITS DUCTED TO TENANT SPACE FOR COOLING AND
VENTILATION. CONTRACTOR SHALL CONNECT TO DUCT STUBS AND
PROVIDEFAN POWERED VAV TERMINAL UNITSW/ ELEC. REHEAT.
COOLING AIRFLOW ALLOWANCE IS 350 SF PER TON IN RETAIL SPACES.
IX4 FLUORESCENT FIXTURE
2X2 FLUORESCENT FIXTURE
HVAC DIFFUSER
EXHAUST FAN SWITCHED WITH ROOM LIGHT
THERMOSTAT
-ro9- LIGHT SWITCH
NO LOAD ON TOILET ROOM LID,
TRANSFORMER TO SIT ON FLOOR
OF STOCK ROOM
CAULK PRIOR TO TAPING TO
MINIMIZE SOUND TRANSMITION
TOILET ROOM
it PLASTIC LAMINATE
WAINSCOT WHERE
OCCURS
RAM SET INTO CONC
SLAB AS REQUIRED
ALUMINUM TRIM
SELF COVING
VINYL FLOORING
4.
12.
GENERAL NOTES
A.F.F. INDICATES 'ABOVE FINISH FLOOR'.
'Parfunie ne
PARFUMERIE
446 SOUTHCENTER MALL
TUKWILLA, WA 98188
TAX ID * 636420 -0010
TYPE IIB CONSTRUCTION, FULLY SPRINKLERED
CLASS M OCCUPANCY (MERCHANTILE)
INDEX OF DRAWINGS
Al PROJECT INFORMATION
A2 FLOOR PLAN AND STROEFRONT ELEVATION
A3 REFLECTED CEILING PLAN
A4 INTERIOR EAST AND WEST ELEVATION
A5 DETAILS
Al
LOCATION PLAN
NO SCALE
pp 440
LOCATION PLAN
CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WORK AND MATERIALS IN
ACCORDANCE WITH ALL APPLICABLE CITY, COUNTY AND LOCAL BUILDING AND FIRE CODES.
2, CONTRACTOR SHALL BE GOVERNED BY ALL CONDITIONS AS INDICATED IN CONTRACT
DRAWINGS AND WESTFIELD CORP. INC. CONTRACTOR REQUIREMENTS.
3. CONTRACTOR SHALL VISIT THE JOB SITE AND VERIFY ALL FIELD CONDITIONS AND
DIMENSIONS AND NOTIFY WOLKEN ARCHITECTS OF ANY DISCREPANCIES BEFORE
PROCEEDING WITH THE WORK.
5, THE OWNER SHALL SUBMIT FOR THE BASIC T.I. BUILDING PERMIT. CONTRACTOR SHALL
APPLY FOR AND PAY FOR OTHER PERMITS.
6. KEY LOCKING HARDWARE MAY BE USED ON MAIN EXIT WHEN A READILY VISIBLE,
DURABLE SIGN IS PROVIDED ON OR ADJACENT TO THE DOOR STATING °THIS DOOR TO
REMAIN UNLOCKED DURING BUSINESS HOURS °. THE SIGN SHALL BE IN LETTERS NOT LESS
THAN I INCH HIGH ON A CONTRASTING BACKGROUND.
7. ANY WORK THAT AFFECTS THE FIRE - RESISTIVE INTEGRITY OF THE EXISTING SPRAY
APPLIED FIREPROOFING ON STRUCTURAL MEMBERS AND FLOOR /CEILING ASSEMBLIES SHALL
REQUIRE ADDITIONAL FIREPROOFING TO BE APPLIED IN ACCORDANCE WITH APPROPRIATE
U.L. LISTINGS.
8. EXIT ILLUMINATION SHALL BE PROVIDED BY THE PREMISES' WIRING SYSTEM
AND BY AN AUTOMATIC BACKUP SUPPLY SUCH AS BATTERIES.
9. ALL WALL COVERINGS SHALL HAVE A 'CLASS III' MAXIMUM FLAME SPREAD CLASSIFICATION
10. STORAGE IN STORE ROOM SHALL NOT BE WIHTIN 24° OF THE CEILING OR WITHIN 18" OF
ANY SPRINKLER HEAD DEFLECTOR.
II. FIRE SPRINKLER AND FIRE ALARM PLANS WILL BE SUBMITTED FOR SEPARATE PERMITS.
SUBMIT PLANS TO WOLKEN ARCHITECTS AND WESTFIELD'S INSURER
FOR THEIR APPROVAL.
PROVIDE VISIBLE AND AUDIBLE ALARM NOTIFICATION. THIS AND ALL OTHER ALARM WORK
SHALL BE DONE UNDER ONE ALARM SYSTEM PERMIT BY WESTFIELD'S SELECTED ALARM
SYSTEM CONTRACTOR, GUARDIAN SECURITY, 360.692.3738, BOB VESSANI, PONY MAURICE
PROJECT INFORMATION
PROJECT LOCATION:
PARFUMERIE
446 SOUTHCENTER MALL
TUKWILLA WA 98188
AREA OF CONSTRUCTION: 1,065 S.F.
TENANT IMPROVEMENT IN NEW SOUTH ADDITION
PROPERTY OWNER:
WESTFIELD, LLC
11601 WILSHIRE BLVD., SUITE 1100
LOS ANGELES, CA 90025
JOSH KIMMEL, PROJECT MANAGER
310.893.4761 PHONE
310.575.5991 FAX
ERIK BARTH
SITE LEAD TENANT COORDINATOR
415.543.0002 PHONE
415.543.0011 FAX
626.227.3355 MOBILE
TENANT:
PARFUMERIE
FARHAD AND SHENNY DHANANI
22125 NE 21ST WAY
SAMMAMISH, WA 98074
206.251.1685 SHENNY'S PHONE
425.248.0246 FARHAD'S PHONE
ARCHITECT:
WOLKEN ARCHITECTS
TOM WOLKEN
4411 50TH AVENUE SOUTH
SEATTLE, WASHINGTON 98118
206.725.9960 PHONE
206.725.3490 FAX
WARCH@MINDSPRING.COM
PERMITTING AUTHORITY:
CITY OF TUKWILA BUILDING DIVISION
6300 SOUTHCENTER BLVD., SUITE 100
TUKWILA, WA 98188
DESCRIPTION OF WORK
BUILDING CODES
DO82oo
REVIEWED FOB
I CODE COMPLIANCE
I APPROVED
MAY 2 8 200
City Of Tukwila
BUIL ING DJ VISION
SEPARATE PERMIT
REQUIRED FOR:
CrMechanicai
WElectrical
*numb
iumbing
�.9 Gas Piping
City of Tukwila
BUILDING DIVISION
TENANT IMPROVEMENTS FOR A
RETAIL MALL STORE SPACE.
FIRST BUILD -OUT IN THE NEW SOUTH ADDITION.
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
A. 2006 INTERNATIONAL BUILDING CODE W/ WASHINGTON AMENDMENTS
B. 2006 INTERNATIONAL MECHANICAL CODE W/ WASHINGTON AMENDMENTS
C. 2006 UNIFORM PLUMBING CODE W/ WASHINGTON AMENDMENTS
D. 2006 INTERNATIONAL FIRE CODE W/ WASHINGTON AMENDMENTS
E. 2006 WASHINGTON STATE ENERGY CODE
F. 2005 NATIONAL ELECTRIC CODE
FILE COPY
Permit No
Plar review approval Is subject to errors and omissions.
Approval of construction documents does not authorize
the violation o. adopted code . •. nance. Receipt
of approved Copy and . � ' is acknowledged:
By P-.c..
Date :, (. -z -b7
City of Tukwila
BUILDING DIVISION
CORRECTIO l
RECEIVED
MAY 2 0 2008
PERMIT CENTER
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LANDLORD NOTES
GLASS DOORS (NO FRAME)
W/ LOCK AT BOTTOM
(KEY OUTSIDE, THUMB TURN INDISE
W/ FINGER GRAB RING -FULL
90 DEGREE LOCKED OPEN POSITION,
NO HANDLE, CLOSER TO HOLD
OPEN A FEW DEGREES
WHEN UNLOCKED
•
STOREFRONT ELEVATION
SCALE: %g" - 1 ' -0"
I C)
clJ
6' -0" DOOR OPENING
LEASE LINE (CENTER LINE OF SIDE DEMISING WALLS)
CARPET MUST BE COMMERCIAL GRADE MEETING ADA RESISTANCE REQUIREMENTS FOR
WHEELCHAIRS.
DEMISING WALLS ARE NOT DESIGNED TO BEAR ANY FIXTURE OR MERCHANDISE LOADS.
TENANT'S CONTRACTOR TO LOCATE AND RECIEVE INSTRUCITONS AND APPROVAL FOR ALL
TRENCHING FROM WESTFIELD'S ON SITE TENANT COORDINATOR PRIOR TO PROCEEDING WITH
WORK.
NO PEDESTAL SECURITY SYSTEMS WILL BE ALLOWED. UNDER FLOOR TYPE WILL BE
ACCEPTABLE.
STOREFRONT SYSTEM TO BE SELF SUPPORTING, LANDLORD SOFFIT TO PROVIDE HORIZONTAL
SUPPORT ONLY.
A PERMIT IS REQUIRED FOR ALL STORAGE RACKS MORE THAN 5' -9" IN HEIGHT.
6' -0"
8' -6" DOOR RECESS
PROVIDE STRUCTURAL CALCULATIONS ON ANYTHING HUNG OR ROOF MOUNTEDEXCEEDING 350
POUNDS. PROVIDE LETTER FORM BASE BUILDING ENGINEER.
EXTEND MALL'S TILE INTO ENTRY DOOR RECESS, TO UNDRSIDE OF DOOR AND AT OTHER
AREAS TO THE STROEFRONT BASE. MALL TO SUPPLY TILE AND GROUT, MATCH ORIENTATION
OF EXIST.
NO THRESHOLD AT ENTRY DOOR.
i
LIGHT COVE BY L.L.
to-
%q" X CLEAR ANNO.
ALUMINUM REVEAL BETWEEN
MALL SOFFIT AND STOREFRONT
% THICK MATTE FINISH ACRYLIC
BLACK SIGN ON MALL FACE OF FROSTED
GLASS, ILLUMINATED FROM BEHIND
BY LIGHT ON A SEPARATE CIRCUIT
W/ 7 DAY TIMER TO
MATCH MALL HOURS
BLACK ALUMINUM
STOREFRONT SYSTEM
W/ CLEAR GLAZING
EXCEPT AT SIGN
PANE
SEE INTERIOR ELEVATIONS
FOR GRAB BARS AND DISPENSERS
0
ZO
4" MTL.
STUD
WALL
FRAME FLUSH
W/ FACE
OF STEEL
FRAME AGAINST
STEEL BRACE
ADJACENT
TENANT
REVISION
BLUE STAINED
BIRCH CASEWORK -
FLOOR TO CEILING,
W/ DISPLAY RECESS
u
9
60" CLR.
18"
�� FLOOR
DRAIN
I I
'2 I 1 1
TOILET ,4.6 11
ROOM "v 1
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0
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1
7' -4" CLEAR
4.
X BRACE
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P.O.S., 34 "H. ADA ACCESIBLE
15"
•
18' -10"
SINK W /30 "X48"
CLR. FL. SPACE
LANDLORD'S ELEC. ROOM
EXIST. CMU WALL -
MAINTAIN 1 HOUR RATING
N
SHELVING
var
FLOOR PLAN
GLASS STOREFRONT LINE ABOVE
10' -0" DATUM, ON LEASE LINE
GLASS STOREFRONT LINE AT FLOOR
NEUTRAL PIER BY L.L.
S C A L E : I / q " - 1 ' -0"
STOCK ROOM
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ADJACENT
TENANT
ak
REVISION
DIAGONAL BRACE ABOVE
L)
N
YELLOW STAINED BIRCH SOFFIT ABOVE W/
BACK -LIT PHOTOS AND DISPLAY BOXES W/ LIGHT
GREY CARPET W/ COLOR FLECKS BEHIND COUNTER
DARK GREY LIMESTONE INSET ACCENTS
BEIGE LIMESTONE, 12" X 18"
GREEN STAINED BIRCH CASEWORK -
FLOOR TO CEILING, W/ DISPLAY RECESS
GLASS SHELVES PROJECTING FROM NITCH
NEXT STORE'S GLASS LINE
NORTH
REVIEWED FOR .,
CODE COMPLIANCE
APPROVED " 1 �
MAY 2 8 2088
City Of Tukwila
BUILDING e \!NON
1)00.
O
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RECEIVED
MAY 2 0 2008
PERMIT CENTEi-
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CEILING SUPPORTED
CASEWORK SOFFIT
BACK -LIT PHOTOS
DISPLAY BOXES
FLOOR MOUNTED GLASS
SHELVING SYSTEM
32W C.F.
SHOWCASE
ILLUMINAIT0N
IN SOCKET ON BOX
YELLOW STAINED BIR
CH CASEWORK SOFFIT
1
6' -0"
STAINED BIRCH DOOR W/
LIGHT AT OPEN
DISPLAY NITCH
CONDITION
g
g
A3
CONFIRM
DOWN LIGHT
CONTRIBUTION
FROM DISPLAY
BOX
16" DEEP
DISPLAY BOX
" MATTE ACRYLIC
BACK WALL ELEVATION
S C A L E : %" - 1 ' - 0"
INSIDE OF
BACK -LIT
PHOTO BOX
r
WHITE FROSTED GLASS LITE AND
CHROME HARDWARE
BACK LIT
PHOTO ON
PLEX PANEL
SCALE: 1" - 1 ' - 0"
3' -0"
1' -5"
SECTION AT WALL DISPLAY CASEWORK
/2" GLASS SHELVES SPANNING BETWEEN
BLACK METAL SUPPORTS AT 48" O.C.
N
CD
GWB CEILING
AT 7' -6"
EXHAUST FAN
PROVIDE TELECOM
CONN. TO TWO
P.O.S. LOCATIONS
PROVIDE POWER
TO GLASS
DISPLAY CASE
INTERNAL LIGHTING
ALL LIGHTING
FORWARD OF
THIS LINE TO SHARE fi
7 DAY TIMER WITH
SIGN CIRCUIT
CONCEALED RECESSED SPRINKLER
HEADS AT FORWARD SALES AREA
6' -0" SIGN TRACK LIGHT WITH 4 HEADS
TO BACK LIGHT FROSTED PANE AT SIGN
PANEL. ON DEDICATED CIRCUIT W/
7 DAY TIME CLOCK SET TO MALL'S
OPERATING HOURS
WALL LIGHT
MALL'S X BRACE
18' -10"
STOCK
0_ D! ,
I 10 "
0
4
i
19 -►1%
SCALE: 1/4" -1' -0"
STOREFRONT PLANE
ABOVE 10' -O"
STOREFRONT PLANE
AT GROUND
LEVEL
ROOM
L
GWB CEILING NOTE:
ALL SUPPORTS SHALL BE FROM STRUCTURAL
BEAMS AND JOISTS, NOT FROM DECK.
CEILING SUPPORT SHALL BE DESIGNED BY
THE CONTRACTOR AND COMPLY WITH
SEISMIC BRACING REQUIREMENTS.
REFLECTED CEILING PLAN
1X4 LAY IN FIXTURES, 32W EA.
FIXTURE B: POLISHED STAINLESS STEEL
HEAD PENDANT, 3" DIAMETER
FIXTURE A: FEATURE PENDANT,
BLOWN GLASS, 8" DIAMETER
i
+11' -6" GWB WHITE PAINT
REVISION
LAY-IN CEILING WITH CLIPS
FOR PLENUM APPLICATION
ELECTRICAL PANEL
MALL'S X BRACE ABOVE
LOCATE SUPPLY AND RETRUN
HVAC GRILLES WITH ARCHITECT
CEILING MOUNTED TRACK FOR
MERCHANDISE DISPLAY LUMINARIES
RECESSED IN 8" W X 4" D TROUGH,
1,315 WATTS MAX.
YELLOW STAINED BIRCH SOFFIT
ABOVE W/ BACK -LIT PHOTOS AND
DISPLAY BOXES W/ LIGHT
+11' -2" GWB LIGHT GREEN PAINT
+13' -7" GWB WHITE PAINT
LIGHT FIXTURE 'D': 6" WALL WASH CAN LIGHT
LIGHT FIXTURE 'C': 6" CAN
e•„,, ii2
REVISION
REVISION
'- voliegei-FT-Tr,
CODE COMPLIANCE ,
AP . F. O\
M CA ..? - -,- - fi t .
NORTH
N
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LIGHTING ENERGY TALLY:
RETAIL SPACE
90W PENDANT A- 18 W X 5 UNITS
550W PENDANT B- 50 W X 11 UNITS
300W 6" CAN LIGHT C- 100W X 3 UNITS
375W 6" CAN WALL WASH D- 75W X 5
1315 PROPOSED
(1,320 ALLOWED 880 SF X 1.5 W /SF)
STOCK ROOM
32 W 1X4 LAY IN LIGHT- 32W X 1 UNITS
(4bW ALLOWED 81 SF X 0.5 W /SF)
TOILETROOM
32 ; W BATHROOM WALL LIGHT X 1 UNIT
(41W ALLOWED 52 SF X 0.8 W /SF)
RECEIVF
MAY 2 0 2008
PERMIT CENTEI-
1,315 W MERCHANDISE DISPLAY TRACK LIGHTING EXEMPT
(880 SF X 1.5W /SF)
(EXAMPLE: 17X 75W HEADS, 21X 60W HEADS)
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BACK —LIT PHOTOS, TYP.
DISPLAY BOXES, TYP.
FLOOR MOUNTED GLASS
SHELVING SYSTEM
STAINED BIRCH CASEWORK WITH
LIT DISPLAY NITCH
3 /4" X /4" ALUM. REVEAL
GREEN STAINED CUSTOM CASEWORK
LIT DISPLAY NITCH W/ 3
PROJECTING GLASS SHELVES
STOREFRONT GLASS AT LEASELINE
NOTE RETURN OF STOREFRONT TO
EXISTING NUTRAL PIER
YELLOW STAINED BIRCH CASEWORK SOFFIT
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3 /4" X/4" ALUM.
CHANNEL REVEAL
FACE OF STOREFRONT
ON LEASE LINE ABOVE 10' -0"
EXPOSED SPRINKLER LINE
PAINT BLACK
GLASS LINE AT DOOR
PROJECTING GLASS
DISPLAY SHELF
EAST ELEVATION
S CALE: %" - 1 ' — 0"
•
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REVISION
WEST ELEVATION
S CALE: 3 /8" - 1 ' - 0"
%" TYPE X GWB BY TENANT CONTRACTOR
TRACK LIGHT AT SIGN PANE
MFLMJF
SEE DETAIL 5/A5 FOR
GWB CEILING GRID SYSTEM NOTES
OPPOSITE HAND
SEE DETAIL 5/A5 FOR GWB CEILING GRID SYSTEM NOTES
48" UNITS TYP.
V
%" TYPE X GWB BY TENANT CONTRACTOR
YELLOW STAINED BIRCH CASEWORK SOFFIT
1
BACK —LIT PHOTOS
DISPLAY BOXES
FLOOR MOUNTED GLASS
SHELVING SYSTEM
Rev egeb
CODE COVIPLIANCE
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REVISION
RECEIVE
MAY 2 0 2008
PERMIT CENTEF
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TYPE 'B'
BATHROOM DOOR AND FRAME:
3' -0' X 7' -0° X I -3/4° HOLLOW CORE
PAINT GRADE DOOR AND
PAI NTED WOOD FRAME WI TH 2 I /4'
CAST NG. PAI NT BOTH SI DES OF DOOR
AND TRI M - SHERWI N WI LLI AMS SWI 023
" ERMI NE' - SEMI -GLOSS
HARDWARE:
BUTTS: I -I /2 PAI R 4 -I /2" STAI NLESS
STEEL NON -BALL BEARI NG
BUTTS- STANLEY OR EQUAL
LOCK SET: CYLI NDRI CAL LEVER HANDLE, D40
RODES
DOOR STOP: WALL MOUNTED STAINLESS STEEL
SATI N Fl NI SH
ATTACH TO STRUCTURE ABOVE W/ POWDER DRIVEN FASTENERS
12 GA GALVANIZED
STEEL WIRE
TO STRUCTURE ABOVE.
ATTACH TO MAIN
RUNNER AT 48" OC
TYPICAL TOILET ROOM INFORMATION
SCALE: 1/4" = I' -0°
11/2" CROSS TEE AT 24' OC
11/2' MAIN RUNNER AT 48" OC
12 GA BRACE WIRES
SPLAY AT 45 DEG. FROM EACH OTHER
AND SET BACK I' FROM INTERSECTION
OF RUNNERS. SPACING AT 12' O.C. MAX.
EA. WAY AND 48" MAX FROM WALLS
AND AT INTERSECTIONS OF MAIN
AND CROSS RUNNERS,
W/ 4 TIGHT TURNS IN
11/2' AT BOTH ENDS
OF WIRE, TYP.
GWB CEILING SUSPENSION SYSTEM SHALL BE
ARMSTRONG BRAND DRY WALL GRID SYSTEM.
MAIN TEE SPACING AT 48" O.C., CROSS TEE SPACING AT 24° O.C.
MEET ASTM C 635, 645
INSTALL PER ASTM C 636, 754 AND MFR. GUIDELINES.
COMPLY WITH LOCAL CODES REVIEWED IN PRE- CONSTRUCTION
MEETING WITH LOCAL CODE INSPECTORS
51 GWB CEILING
A5
NO SCALE
TYPE 'C'
STOCK ROOM DOOR AND FRAME:
3' -0° X 8' -0"
BI RCH VENREER, SOLI D CORE
GREEN STAI N,
FROSTED GLASS, TEMPERED,
HARDWARE:
BUTTS: I -I /2 PAI R 4 -I /2' STAI NLESS
STEEL NON -BALL BEARI NG
BUTTS- STANLEY OR EQUAL
LOCK SET: CYLI NDRI CAL LEVER HANDLE, D40
RODES
DOOR STOP: WALL MOUNTED STAI NLESS STEEL
SATI N Fl NI SH
TYPE X GWB
ATTACH TO STRUCTURE ABOVE W/ POWDER DRIVEN FASTENERS
ARMSTRONG DRYWALL
GRID SYSTEM
SEE DETAIL 5/A5
EXIT DIAGRAM
SCALE: I" = 1' -0"
HOOK AND
BUMPER
4° METAL STUDS AND BRACING
5/8" TYPE X GWB TO BE
APPLIED TO MALL'S EXIST
FRAMING
5/8° TYPE X GWB
1
SELF —COVI N'G
FLOORI NG — TYP.
SHIM AND BLOCKING AT HEAD
OF ALUMINUM STICK STOREFRONT
SYSTEM, PROVIDE CONNECTION DETAILS
IN STOREFRONT SHOP DRAWINGS
24"
54" MIN.
40"
co
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ELEVATI ONS
A
0
A
'L' GRAB BAR
TYPICAL TOILET ROOM INFORMATION
SCALE: 1/4" = 1' -0°
P —LAM WI TH ALUM.
TRI M — TYP.
EXISITNG
MALL
BULKHEAD
0
EXIST. MALL GWB CEILING
'MIN.
REVISION
REVISION
0
SEE PLANS FOR ACTUAL ROOM
DIMENSIONS AND DOOR ORIENTATION
A5
0
TOILET ROOM NOTES:
PROVIDE BLOCKING AS REQUIRED
WALL PAINT AND CEILING PAINT:
"OFF-WHITE" AS SELECTED BY TENANT, SEMI -GLOSS
P- LAMINATE: WILSONART -ERIN 4306 -90
FLOORING: ARMSTRONG SEAGATE SMOKE -86517
TOILET: KOHLER 'NORTHLINE' K- 3516 -C
W/ TRIP LEVER ON ACCESSIBLE SIDE
AND K -4652 SEAT
SINK: KOHLER 'JAMESTOWN' K -2053
(WHITE) WITH OFFSET DRAIN
FAUCET: KOHLER 'FINESSE' K- 13328 -5
DRAIN PIPE INSULATION: PREFORMED FOAM TYPE
WATER HEATER: 'INSTA -HOT" TYPE
MIRROR: 18" W X 36' H WITH STAINLESS STEEL EDGE
T.P. DISP: BOBRICK B -6637 SATIN RECESSED
GRAB BAR: BOBRICK B -490 SATIN I -I/4'
AND 18' GRAB BAR TO MOUNT VERTICALLY
HOOK AND BUMPER: BOBRICK B -212 SATIN FINISH
FAN LIGHT COMBO: SOLITARE SERIES ±S120L OR EQUAL
1)Ob -za�
SCALE: 1/8° = I' -0"
1 0 II
® TOILET
®ROOM
SALES FLOOR
EXIT DIAGRAM
18' -10"
z
STOCK
ROOM
MALL
MAY 28 ?(L
' REVIEWED FOR —
CODE COMPLIANCE
APPROVE'4
City a
Of Tukwila
BUILDING' }y vj5TC[
OCCUPANT LOAD
STOCK ROOM
83 S.F. I 150=
ONE (1) OCCUPANT
SALES FLOOR
876 S.F. I 30=
30 OCCUPANTS
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MAY 2 0 2008
PERMIT CENTER
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