HomeMy WebLinkAboutPermit D97-0040 - BON MARCHE - STORAGE RACKSCity of Tukwila
Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188
WARNING :. IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES,
APPLICANT IS PROCEEDING AT THEIR OWN RISK.
Parcel No: 262304 -9086
Address: 500 SOUTHCENTER MALL
Suite No:
Location:
Category: ARET
Type: DEVPERM
Zoning: TUC
Const Type:
Gas /Elec.:
Units: 001
Setbacks: North: .0 South: .0
Water: N/A Sewer: N/A
Wetlands: Slopes: N
Contractor License No: SAFIN * *164JN
DEVELOPMENT PERMIT
Signature: � --
Print Name:
Permit No:
Status.:
Issued:
Expires:
Occupancy: STORE
UBC: 1994
Fire Protection:
East: .0 West: .0
Streams:
OCCUPANT BON MARCHE
500 SOUTHCENTER MALL, TUKWILA, WA 98188
OWNER BON MARCHE Phone: (503) 579 -7083
C /O FEDERATED DEPT STORES, 7 WEST SEVENTH ST, CINCINNATI OH 4520
CONTACT DON TUFTS Phone: 206 545 -0105
3309 FREMONT AVENUE NORTH, SEATTLE, WA 98103
CONTRACTOR S A F INC. Phone: 206 367 -1468
18633 17TH AVE N.W., SEATTLE, WA 981773316
***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Permit Description:
ERECT SHELVING 8' HIGH.
***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Construction Valuation: $ .00
PUBLIC. WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng
Curb Cut /Access /Sidewalk /CSS:
Fire Loop Hydrant: No: Size(in): .00
Flood Control Zone:
Hauling: Start Time: End Time:
Land Altering: Cut: Fill:
Landscape Irrigation:
Moving Oversized Load: Start Time: End Time
Sanitary Side Sewer: No:
Sewer Main Extension: Private:
Storm Drainage:
Street Use:
Water Main Extension: Private: Public:
***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
TOTAL DEVELOPMENT PERMIT FEES: $ 834.04
***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Permit Center Authorized Signature
I hereby certify that I have read and examined this permit and know the same
to be true and correct. All provisions of law and ordinances governing this
work will be complied with, whether specified herein or not.
Public:
(206) 431 -3670
D97 -0040
ISSUED
02/27/1997
08/26/1997
The granting of this permit does not presume to give authority to violate or
cancel the provision of any other state or local laws regulating construction
or the performance of work. I am authorized to sign for and obtain this
developmexit._permi t.
Date: 7--- "v6 Cl7
This permit shall become null and void if the work is not commenced within
180 days from the date of issuance, or if the work is suspended or abandoned
for a period of 180 days from the last inspection.
00 , nu1'HCENTER . MAL
1kct.rt
S ".14.t, I ;
Tenant
• status ISSUE • ,
T y n e DEV PERM Appalied .02/11/1997
Parce # ,262304 9086 Issued: . 02/27/1997
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Permit Con.d i t ions
1 No changes wil l be made to the di plans unless .. approved by the .
A r chi ect> or 'Engineer and the Tukwil Building ..Divi
2 A 11 permits *0.0.
e 6 rec.or .s ,h and4pprov,ed plans.. -shall b
a vailable at the a site pr , or to the' °yt;ar -t of •any :con -
.struct -� Th.e,e = ar^e to , be ma main t ained .,and avai
abl un ti l fi,na`1 ..1nspe4t :ioh anprova> is:• g ranted. j�
c ' onstr'uctio n t be °dome in co . :m'
man with appi^o ve •
plan and ; ::: : - i qu Uniforl Bulldi'ng eode'
Edition ), as ai ended k h h''. • • Va l i d i .:,,.of Permit :.' 'he issuan ce of a; per m i.t or ap,
p lana t , n specification s . an d computations;' shall , not .
strued ,�,:to`: be. a per;mi t .•fory i lor. an .ap.pro 1 .of anv violra i`i.
+of an ° �y'of the pr ovisio ns o'f 'the'. building 'code or- of e ' ''
o they ` , o r d } n on c e g ot` t h e,;' fur:.isd ion : No permit pr esuming`
gi aut rj hor;ity o .
t vi or t he' r
,�eancelr� sion of this'
:'.c ode$` .h ail l b 6 va ' : -•
Project Name/Tenant: 1\i / " 1 A 2C H- C-
Value of Co -x COU
Site Address: „--. City $ �. /Zi�.1
�UQ Sc�� C,: T►�, l��n � / /1J �C.W I / �- �
, Ta �4r. g 009
r
Property caner:
Phone:
C ICAU 'f Ce.. 301.v T V OV” n ) a rz,
Street Add r s ts /Zi
ta ii
N 2._ Cr. 43 re-2 (z Iv6. r R C1.e v�sa »
4 a ki x )#:t.) S�
Contractor: " - Zh C.. 11 ON kNv n u ))
/ ` i
Phone: 2-0 b - 34)'-/— ) t 7 1 ` t0 r
Street Address: City State /Zip:
Fax #:
Architect:
Phone:
Street Address: City State /Zip:
Fax #:
Engineers ►/
Phone:
Street Address: C'ty tate/Zi.:
`3 • LA c e n ?p Awe • 4 ! ., I `
Fax #:
am.
Contact Person:
Phone
� - 5 -1s — 0 1 US
` pt3/i 'T r --1- ' 6
Street Address: City State/Zip:.
ett4cC Av.c-Ai S'e m e 18s) )
3 o C 1 1 i
Fax #:
-2-0 & - 5`-) S - 2,
Description of work to be done: Ea-LEc--r— s 14Ei —V Lit.1 c— ) [ It
Existing use: Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital
Church El Manufacturing El MoteUHotel ❑ Office
❑ School /College /University El Other
Proposed use: g. Retail El Restaurant El Multi-family El Warehouse r. Hospital
Church El Manufacturing El MoteUHotel El Office
❑ School /College /University El Other
Will there be a change of use? El yes ❑- no
If yes, extent of change: (Attach additional sheet if necessary)
Will there be rack storage? 51 yes ❑ no
Existing fire protection features: El sprinklers El automatic fire alarm El none El other (specify)
Building Square Feet: existing
Area of Construction: (sq. ft.)
Will there be storage of flammable /combustible hazardous material
Attach list of materials and storage location on separate 8 1/2
in the building? ❑ yes ®. no
X 11 paper indicating quantities & Material Safety Data Sheets
CITY OF TUI "'VILA
Permit Center
6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188
(206) 431 -3670
Commercial / Multi- Family Tenant Improvement / Alteration Permit Application
Application and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or facsimile.
APPLICANT REQUEST. FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING:
(Additional reviews may be determined by the Public Works Department)
El Channelization /Striping ❑ Curb cut/Access /Sidewalk
El Fire Loop /Hydrant (main to vault) #: Size(s):
El Land Altering 0 Cut cubic yds. 0 Fill cubic yds.
El Sanitary Side Sewer #: ❑ Sewer Main Extension
El Storm Drainage El Street Use El Water Main Extension
❑ Water Meter /Exempt #: Size(s): 0 Deduct
El Water Meter /Permanent ## Size(s):
El Water Meter Temp # Size(s):
El Miscellaneous
CTPEI,MIT.DOC 1/29/97
FOR STAFF USE ONLY
Project Number u
Permit. Numbtdr: D 9 J1 r 00 ' ` 0
❑ Flood Control Zone ❑ Hauling
❑ Landscape Irrigation
0 Private 0 Public
0 Private 0 Public
0 Water Only
Est. quantity: gal Schedule:
Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and
is subject to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by
limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by
the applicant as defined In Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once.
Date application accepted:
Date application expires:
Application ►akan by: (initials)
PLEASE SIGN BACK OF APPLICATION FORM
BUILDING nWN R OR AUTHORIZED AGENT:
Signature: c. (
Phone: S-vs......
7
Date: . 1 f . (� _
U) U >� Fax It: S��5" _C y
Print name: /`( --U, 1=
Address '7 o (, �r w� 6.41-1 N.
City /State /Zip A t!L L q 0 PO
ALL COMMERCIAUMULTI -FA Y TENANT IMPROVEMENT /AL 'ATION PERMIT APPLICATIONS
MUS,BE SUBMITTED WITH THE FOLL • ING:
ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT,
STRUCTURAL ENGINEER OR CIVIL ENGINEER
• ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN
• BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED
N/A SUBMITTED
El ❑ Complete Legal Description
❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures
(Form H -13). Business Declaration required (Form H -10).
Four (4) sets of working drawings (five(5) sets for structural work), which include :
❑ ❑ Site Plan (including existing fire hydrant location(s)
1. North arrow and scale
2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements
3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions
4. Location of driveways, parking, loading & service areas
5. Recycle collection location and area calculations (change of use only)
6. Location and screening of outdoor storage (change of use only)
7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's
boundaries
8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of
use only)
9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of
those, identify by size and species which are to be removed and saved
10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change
of use only)
11. Location and gross floor area of existing structure with dimensions and setback
12. Lowest finished floor elevation (if in flood control zone)
13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H-
9).
❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled
❑ El Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of
any hazardous materials; dimensions of proposed tenant space.
❑ ❑ Vicinity Map showing location of site
❑ a Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack
layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of
rack. Structural calculations are required for rack storage eight feet and over.
❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished
❑ ❑ Construction details
❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of
water supply to sprinkler vault with documentation from contractor stating supply line will meet or
exceed sprinkler system design criteria as identified by the Fire Department.
❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings.
❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds).
❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other
land use or SEPA decisions.
❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County
Department of Public Health prior to submitting for building permit application. The Department of
Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5)
❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no
contractor has been selected at time of application a copy of this license will be required before the
permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ".
Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed
by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and
obtain the permit will be required as part of this submittal
I HEREBY CERTIFY THAT / 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.
CTPLRMIT.L)OC 1/29/97
**********4********k**Ic******ki•k*****It*********4***Ic**A.****-A*A**
CITY OF TUKWILA. WA TRANSMIT
*kkir*A.*********k*****rW*******N,e1*****k************k********
TRANSMIT Number: V.470054/ Amount: 834.04 02/11/97 12:47
Payment Method: CHECK Notation: EZ RECT SHELVING 'nit: SLB
Permit No E7-0040 oe DEVPERM DEVELOPMENT PERMIT
Parcel No 2E72304-9086
Site Address: 500 SOUTHCENTER MALL
'fatal Fees: 834.04
This Payment 831.04 Total ALL Pmts:. 834.04
B al ance: ' .00
***************************************A .7%*A*4.47*****47************
Account Code Description Amount
000/322.100 •'BUILDING - NONRES 502.75
000/345.830 PLAN CHECK - NONRES 326.79
000/386.904 STATE BUILDING SURCHARGE 4.50
:7506 02/11 /71.7 TOTAL 834.04
Project: j or oe ,
be St - .or - A ,,o, ,
Type of in •ection:,„
• ..-
•••.'-
".."-
.e.
Address:
Date cal - • • ,
Special instructions:
Date wanted:
C)
Requester:
Phone No.:
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO.
• CITY OF TUKWILA BUILDING DIVISION • 14
6300 Southcenter Blvd., #100, Tukwila, WA 98188 431:36
C
Approved per applicable codes.
MMENTS:
Inspector:
Receipt No.:
I I
Date:
Date:
PERMIT NO. •
/ . .14 1.41
$42.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
ts,:r7-6nyci
Corrections required prior to approval.
NM.
..... .kr�.;dwrpg ? \7ii�f7: "i : T` i� :i;;..�;1.
INSPECTION RECORD
Retain a copy'with permit.
INSPECTION NO:
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
COMMENTS:
Inspector;
PERMIT NO.
(206) 431 -3670
Project Type of ' ectio
Addres 4Date called:
Special instructions: Date wanted: v irjr
Requester:
Phone No.:
Approved per applicable codes. XCorrections required prior to approval.
Receipt No.:
$42A0 REINSPECTION FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Date:
.'.Project Name . g01■1 rY
Address 5 -SOL'
Retain current inspection schedule
Needs shift inspection
Approved without correction notice
Approved with correction notice issued
Sprinklers:
Fire Alarm:
Hood & Duct:
Halon:
Monitor:
Pre-Fire:
Permits:
N■N
Authorized Signature
FINALAPP.FRM
City of Tukwila
Fire Department
.TURNILA FIRE DEPARTMENT '
FINAL APPROVAL FORM
John W. Rants, Mayor
Thomas P. Keefe, Fire Chief
CA:
O 4•0
Permit No. D - bC)OFS
T.F.D. Form F.P. 85
Date
Suite #
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-4439
BY G. ,GHANIAN
DATE ..... -3 -
SUBJECT
SEISMIC ANALYSIS OF "E -Z RECT" STORAGE
SHELVING SYSTEM FOR:
BON MARCHE STORES
TUKWILLA, WA.
RACK DESIGN & ENGINEERING CO.
3786 LA "CRESCENTA AVE., SUITE 204
GLENDALE, CA. 91208
TEL:(818)957 -2980 FAX:(818)957 - 8603
SEISMIC DESIGN OF . STORAGE SHELVING
BASED ON:
10 POUNDS / CUBIC Ft SHELF LOAD
REF: CALCS. 1 THRU 4
DRAWINGS: E Z RECT DRAWINGS
SH. 1
E Z RECT DETAILS PAGE 1 THRU 13
R U1LO NG DNIS101`k
F E - X - PIRES/ 4 2...A./4.-f r' I
RECEIVED
CITY OF TUKWILA
FEB 111997
PERMIT C�R140
•
■
BY G. GHANIAN
DATE 2 -3 -97
SUBJECT
LO
a)
N
N
CO
N
N
36"
7
36"
FRONT VIEW
36"
FRONT VIEW
RACK DESIGN & ENGINEERING CO.
3786 LA CRESCENTA AVE., SUITE 204
GLENDALE, CA. 91208
TEL:(818)957 -2980 FAX:(818)957 -8803
24 ",24 ", 36" ,.24" 24"
N
INTERI
IOGET
R CC
ER A
SIDE VIEW
SIDE VIEW
. BOLTED
2 LOCATIONS
POSTS
POSTS
. BOLTED
2 LOCATIONS
12" DEEP
12" DEEP
SHEET NO. 2
JOB NO. RD -2292
1/4 "0 TEKS
16 "o.c.
(TO WALL STUDS)
1/4 "0 TEKS
CD 16 "o.c.
(TO WALL STUDS)
'�
IVTERI
R CO
1OGET
ER A
)
i
I
i
BY G. GHANIAN
DATE 2 -3 -97
SUBJECT
LO
a)
N
N
CO
N
N
36"
7
36"
FRONT VIEW
36"
FRONT VIEW
RACK DESIGN & ENGINEERING CO.
3786 LA CRESCENTA AVE., SUITE 204
GLENDALE, CA. 91208
TEL:(818)957 -2980 FAX:(818)957 -8803
24 ",24 ", 36" ,.24" 24"
N
INTERI
IOGET
R CC
ER A
SIDE VIEW
SIDE VIEW
. BOLTED
2 LOCATIONS
POSTS
POSTS
. BOLTED
2 LOCATIONS
12" DEEP
12" DEEP
SHEET NO. 2
JOB NO. RD -2292
1/4 "0 TEKS
16 "o.c.
(TO WALL STUDS)
1/4 "0 TEKS
CD 16 "o.c.
(TO WALL STUDS)
2'x4'x8' =64x10 =640
RACK DESIGN & ENGINEERING CO.
3786 LA CRESCENTA AVE., SUITE 204
GLENDALE, CA. 91208
TEL:(818)957 -2980 FAX:(818)957-8603
10 POUNDS / CUBIC Ft. SHELF LOAD
BASE SHEAR PER COLUMN
Z.I.0 xW
Rw Z =.3 ZONE 3
1 =1
C =2.75 Max.
Rw =8 LONGIT. DIR. (MOM. CONN.
LOAD PER COLUMN. W=D.L. +L.L.
_ .62 - .32K
2
W =.05 +.32 =.37
D.L. L.L.
_ .3x 1 x2:75x.37
8
M =.04x 24 — .48 „K
2
TRIM LINE POST
I -•-• 1 9/16
KI __ 24 = 86
r .28
0.075”
FY =36 KSI
A =.28
Smin =.
rmtn =.
F 14.5
Pa= Fa = Max sx • F b= 1 "K
COMBINED STRESS RATIO M P
Pa f• Max _ 4 0 + 1.2 3 8 = •48<1.33
BASE PLATE
USE 3 3/16 "x3 3/16 "x.138" ANGLE, 1 1/2" LONG
W/ (1) -3/8 "0 ANCHOR BOLT, 2 1/2" EMB.
POST TO BASE PLATE CONNECTION
CONNECT ANGLE BASE PL. TO POST
W/ 5/160" GR.5 BOLT & 1/4" TEKS SCREW
SUBJECT
MOMENT AT BEAM CONNECTION
.
MCONN 4 8
RACK ' DESIGN (Sc ENGINEERING CO.
3786 LA CRESCENTA AVE., SUITE 204
GLENDALE. CA. 91208
TEL:(818)957 -2980 FAX:(818)957 -8603
KSI
FY =36
���
TRANSVERSE SEISMIC
(24 ". DEEP UNITS)
M = .04 K x2x96 "x.66 = 5.0
MR = .37 "= 8.8 "K
NO UPLIFT ONE 3/8 "0 ANCHOR BOLT PER BASE PLATE ' OK.
2 1/2" . EMB.
TRANSVERSE SEISMIC
(12 DEEP UNITS)
1'x4 x8' =32x10 =320
P .3 — .16
W =.05 +.16 =.21 K
D.L. L.L.
V= .02
M = .02 K x2x96 "x.66 = 2.5 'C
MR = .21 " =2.5 -K
USE ONE 3/8 "0 ANCHOR BOLT, 2 1/2" EMB.
12" UNITS TO BE ATTACHED TO THE BUILDING WALL
W/ 1/4"0 TEK SCREWS @ 16 "o.c. (TO WALL STUDS)
e z rect
Manufacturers of shelving systems
DWG #: DESCRIPTION
E•Z•RECT MANUFACTURING LTD.
94 Riverside Drive
North Vancouver, B.C.
V7H 2M6
(604) 929 -5461
FAX (604) 929-5184
PAGE
Connector
- 2
3 :
EZ -D- 129 -00' , Trim -Line Series Post and Footplate Detail 1
EZ =D- 547 -00 TFCV Frame Conne
EZ -D- 503 -00 TPC Post Connector
EZ -D- 007 -01 Garment Rod & Garment Rod Support
EZ -D- 041 -01 Trim -Line Series 8' High Back to Back Bolt Detail 5
EZ -D- 629 -00 7' and 8' High End Frame Elevation for all Style Bays 6
EZ- D- 630 -00 7' and 8' High Back to Back End Frame Elevation for all Style Bays
EZ- D- 610 -00 : 8' High Bay Elevation for B Style Shelf Bays 8
EZ -D- 614 -00 8' High Bay Elevation for F Style Shelf Bays 9
EZ -D- 616 -00 8' High Bay Elevation for S Style Shelf Bays 10
EZ -D- 619 -00 8' High Bay Elevation for V (12" Deep) Style Shelf Bays 11
EZ -D- 620 -00 8' High Bay Elevation for V (24" Deep) Style Shelf Bays 12
Stock Shelving (Existing Shelving Elevation) 13
BON MARCHE
TUKWILLA, WA.
JANUARY 27, 1997
RECEIVED
CITY OF TUKWILA
FEB 1 1
PERMIT CENTER
ExPIRES is
3 a 1 9/V0 • 'O2 o 2 2
Page 1 of 1
oq, �O'D •
0.075" THICK . (14 GA.) POST
3 • 13/16" X 3 13/16" X 1 9/16" X
0.135 ". THICK :00 GA.) FOOTPLATE
01/4" TEK SCREW
05/16" X 1 1/2" LONG
GRADE 5 BOLT C/W •
5/16" NYLON LOCKING NUT
5" THICK CONCRETE SLAB
REV.
BY
DATE
DESCRIPTION
REF;
FOR:
TRIM —LINE SERIES
SCALE: 6" = 1'
DATE: FEB 3/95
BY: RK /djd
CHIC: ` 1
E -Z -RECT MANUFACTURING LTD.
94 RIVERSIDE DR., NORTH VANCOUVER, B.C., CANADA
TRIM —LINE SERIES POST & FOOTPLATE DETAIL
DWGNO: EZ— D- 129 -00 (SHEET: 1 OF I
MAT'L: 0.090 THICK (13 GA.) HR P&0 STEEL
ALL DIMENSIONS IN INCHES
REV.
BY
DATE
DESCRIPTION
REF:
FOR:
TRIM—LINE SERIES
SCALE: 1:2
DATE: OCT 9/96
E-Z-RECT MANUFACTURING LTD.
d4 RIVERSIDE DR., NORTH VANCOUVER, B.C., CANADA
DWGNO: EZ—D-547-00
(TFCV) FRAME CONNECTOR
'SHEET: 1 OF 1
, •
REV.
MAT'L: 0.075 THICK (14 GA.) HR P &O STEEL
ALL DIMENSIONS IN INCHES
DATE
BY
DESCRIPTION
REF:
FOR:
TRIM -LINE SERIES
SCALE: 1:2
DATE: SEP 19/96
E -Z -RECT MANUFACTURING LTD.
94 RIVERSIDE DR., NORTH VANCOUVER, B.C., CANADA
(TPC) POST CONNECTOR
DWCNO: EZ- D- 503 -00 ISHEET: 1 OF 1
GARMENT ROD
0.995" O,D. X 0.060" .THICK (16 GA.)
GALVANIZED, COATED C/W ACRYLIC
23/16"
1/2"
• T
11/16 " - GARMENT ROD SUPPORT
0.049" THICK (18 GA.)
GALVANIZED STEEL
JUN 26/95
01
REV. DATE
RK /djd
BY
ADD TOP VIEW
DESCRIPTION
REF;
FOR:
TRIM —LINE & TYPE 1 SERIES
SCALE: 6" = 1'
DATE: JUN 26/95
E -Z -RECT MANUFACTURING LTD.
GARMENT ROD & GARMENT ROD SUPPORT
DWGNO: E2 —D- 007 -01 'SHEET: 1 OF 1
05/16" X 2"
LONG GRADE 5 BOLT
C/W 5/16" NYLON
LOCKING NUT
SIDE VIEW FRONT VIEW
01
REV.
OCT 21/94
DATE
RK/djd
BY
Decrease bolt length
DESCRIPTION
REF:
FOR:
TRIM—LINE SERIES
SCALE: 6" = 1'
DATE: OCT 21/94
BY: RK/d d
CHK:
.")
• E-Z-RECT MANUFACTURING LTD.
94 RIVERSIDE DR., NORTH VANCOUVER, B.C., CANADA
TRIM—LINE SERIES 8' HIGH BACK TO BACK BOLT DETAIL
DWGNO: EZ—D-041-01 'SHEET: 1 OF 1
QTY .
DESCRIPTION
2
TP POST:
4
.TPC ' POST: CONNECTOR
DIM A.
DIM .B
2'
8'
3'
• A
2 '
5 9/16"
TPC
TPC
TPC
TPC
CONCRETE SLAB
REFER TO POST AND FOOTPLATE DETAIL FOR FOOTPLATE ATTACHMENT
REF:
FOR: BON MARCIIE
SCALE: 1:16
DATE: JAN 14/97
BY: RK/r
CHK:
E-Z-RECT MANUFACTURING LTD.
94 RIVERSIDE DR., NORTH VANCOUVER B.C., CANADA
7' AND B' HIGH END FRAME ELEVATION FOR
ALL STYLE BAYS
DWGNO: EZ-D-629-00 'SHEET: 1 OF 1
OTY.
DESCRIPTION
4
TP POST
8
TPC POST CONNECTOR
DIM A
DIM B
7'
2'
8•
3' . . .
2'
5 9/16"
I
CONCRETE SLAB
TPC:
TPC
TPC
TPC
REFER TO POST AND FOOTPLATE DETAIL FOR FOOTPLATE ATTACHMENT
REFER TO BACK TO. BACK:: BOLTING
DETAIL FOR LOCATION OF. BOLTS
REF:
FOR: BON MARCHF.
SCALE: 1:16
DATE: JAN 14/97
BY: RK /r b
E- Z -RECT MANUFACTURING LTD.
94 RIVERSIDE DR., NORTH VANCOUVER, B.C., CANADA
7' AND 8' HIGH BACK TO BACK END FRAME ELEVATION FOR
ALL STYLE BAYS
DWGNO: EZ —D- 630 -00 [SHEET: 1 OF 1
QTY
DESCRIPTION
10
TFCV FRAME CONNECTOR
3
PARTICLE BOARD SHELF
1.
KICKPLATE
2
GARMENT ROD
4
GARMENT ROD SUPPORT
8 '
1' -11 15/16"
3 7/16"
3 /4 ".TYP. --{
3'
GARMENT
ROD
3',4'
(CENTER OF POST TO CENTER OF POST)
2 "
a
10 SLOTS
4 SLOTS
34 SLOTS
36 SLOTS
CONCRETE SLAB
2 TFCV
2 TFCV
REFER TO POST AND FOOTPLATE DETAIL FOR FOOTPLATE ATTACHMENT
2 TFCV
1 GARMENT ROD.
2 GARMENT ROD SUPPORTS
2 SLOTS
INDICATES NUMBER OF OPEN SLOTS
BETWEEN FRAME CONNECTOR BEAMS
2 TFCV
1 GARMENT ROD
2 GARMENT ROD SUPPORTS
2 TFCV & 1 KICKPLATE
REF:
FOR: BON MARCHE
SCALE: 1:16
DATE: JAN 14/97
BY: RK /F'
CHK:
E- Z -RECT MANUFACTURING LTD.
94 RIVERSIDE DR., NORTH VANCOUVER, B.C., CANADA
8' HIGH BAY ELEVATION FOR
B STYLE SHELF BAYS
DWGNO: EZ -D- 610 -00 ISHEET: 1 OF 1
0TY
DESCRIPTION
12
TFCV FRAME CONNECTOR
6
PARTICLE BOARD SHELF
1
KICKPLATE
1' -3 5/16"
3 7/16"
3/4" TYP. - 11
1 '
10"
-4"
10"
14 SLOTS
20 SLOTS
14 SLOTS
14 SLOTS -
2
TF
2 TF
2 TF
2T
20 SLOTS
2T
1'-
3',4'
(CENTER OF POST TO CENTER OF POST)
CONCRETE SLAB
CV
FCV
2 SLOTS
REFER TO POST AND FOOTPLATE DETAIL FOR FOOTPLATE ATTACHMENT
INDICATES NUMBER OF OPEN SLOTS
BETWEEN FRAME CONNECTOR BEAMS
FCV & 1 KICKPLATE
REF:
FOR: BON MARCHE
SCALE: 1:16
DATE: JAN 14/97
BY: R jb
D-Z -RECT MANUFACTURING LTD.
94 RIVERSIDE DR., NORTH VANCOUVER, B.C., CANADA
6' HIGH BAY ELEVATION FOR
F STYLE SHELF BAYS
DWGNO: El—D-614-00 ISHEET: 1 OF 1
QTY
DESCRIPTION
10
TFCV FRAME CONNECTOR
2
PARTICLE BOARD SHELF
1
KICKPLATE
3
GARMENT ROD
6
GARMENT ROD SUPPORT
8'
1' -1 1 15/16"
3/4" TYP;
8"
2' -4"
2' -4"
3 7/16"
GARMENT
ROD
3',4'
6 SLOTS
(CENTER OF POST TO CENTER OF POST)
26 SLOTS
26 SLOTS -
26 SLOTS
CONCRETE SLAB
2 TFCV.
2 TFCV
1 GARMENT ROD
2 GARMENT ROD SUPPORTS
2 TFCV
1 GARMENT ROD
2 GARMENT ROD SUPPORTS
2 TFCV
1 GARMENT ROD
2 GARMENT ROD SUPPORTS
2 SLOTS
2 TFCV & 1 KICKPLATE
3
REFER TO POST AND FOOTPLATE DETAIL FOR FOOTPLATE ATTACHMENT
INDICATES NUMBER OF OPEN. SLOTS
BETWEEN FRAME CONNECTOR BEAMS
REF:
FOR: BON MARCHE
SCALE: 1:16
DATE: JAN 14/97
BY: RK
CNK:
E -Z -RECT MANUFACTURING LTD.
94 RIVERSIDE DR., NORTH VANCOUVER, B.C., CANADA
B' HIGH BAY ELEVATION FOR
S STYLE SHELF BAYS
DWGNO: EZ -D- 616 -00 ISHEET: 1 OF 1
QTY
DESCRIPTION
22
TFCV FRAME CONNECTOR
11
PARTICLE BOARD SHELF
1
KICKPLATE
3/4" TYP.
� 1
8'
11 15/1G"
�
]
9 SLOTS
7 SLOTS
7 SLOTS
7 SLOTS
7 SLOTS
7 SLOTS
,s
7 SLOTS
7 SLOTS
7 SLOTS
7 SLOTS
"
9"
9"
9"
S "
/
9"
9"
9"
S"
9"
3 7/16" —I
3 '.4'
(CENTER Of POST TO CENTER Of POSI)
\ •
|
2 TFCV
2 TFCV
2 TFCV
2 TFCV
TFCV
2 TFCV
INDICATES NUMBER OF OPEN SLOTS
BETWEEN FRAME CONNECTOR BEAMS
2 TFCV
2 TFCV
2 TFCV
2 TFCV
REFER TO POST AND FOOTPLATE DETAIL FOR FOOTPLATE ATTACHMENT
2 TFCV & 1 KICKPLATE
\\\\,_ CONCRETE SLAB 2 SLOTS
�^ \
REF:
FOR: BON MARCHE
SCALE: 1:16
DATE: JAN 14/97
BY: RK m
CHK:
E MANUFACTURING LTD.
94 RIVERSIDE DR., NORTH xmmouvER, mC., CANADA
n HIGH BAY ELEVATION FOR
V (12" DEEP) SV(LE SHELF BAYS
DWGNO: o-n-mo-oo |uxcm 1 OF 1
QTY DESCRIPTION
4 8' HIGH POST
8 TPC POST CONNECTOR
22 TFCV FRAME CONNECTOR
54 PEG BOARD CLIPS
1 23" x 36748" x 3/4" THICK PARTICLE BOARD (TOP)
1 23" x 36748" x 3/4" THICK PLYWOOD (BOTTOM)
18 11 1/8" x 36 "/48' x 1/2" THICK SHELF
1 91" x 36 "/48" x 1/4" THICK PEGBOARD
2 KICKPLATE
CLIP LOCATIONS
USE 3 PEGBOARD CLIPS PER 11 1/8" SHELF.
LOCATE CLIPS AT PROPER HEIGHT TO CREATE A LEVEL SHELF.
ON SIDE A POSITION 1 CLIP 4 HOLES FROM EACH END AND 1
ON SIDE B POSITION 1 CLIP 5 HOLES FROM EACH END AND 1
2
3
4
3/4 " TYP. -.11-* 3',4'
(CENTER OF POST TO CENTER or POS1)
I
1"
9"
9"
9 „
8'
9 „
g „
9 "
9 „
3 7/16"
REF:
7
9 SLOTS A
7 SLOTS
•
7 SLOTS
7 SLOTS
7 SLOTS
7 SLOTS
•
7 SLOTS
7 SLOTS
7 SLOTS
7 SLOTS
2.
2 SLOTS
2 TFCV
2 TFCV
6 PEG. CLIPS
2 TFCV
6 PEG. CLIPS
2 TFCV
6 PEG. CLIPS
2 TFCV
6 PEG. CLIPS
2 TFCV
6 PEG. CLIPS
2 TFCV
6 PEG. CLIPS
2 TFCV
6 PEG. CLIPS
2 TFCV
6 PEG. CLIPS
2 TFCV
6 PEG. CLIPS
2 TFCV & $
2 KICK -
PLATE 5 9/
REFER TO POST AND FOOTPLATE DETAIL FOR FOOTPLATE ATTACHMENT
FOR: BON MARCHE
SCALE: 1:16
DATE: JAN 14/97
BY: RK / r1b
CHK:
INDICATES NUMBER OF OPEN SLOTS
BEWTEEN FRAME CONNECTOR BEAMS.
PEGBOARD CLIP
DETAIL
CLIP AT THE SHELF MIDPOINT.
CLIP AT THE SHELF MIDPOINT.
1' -1 1 15/16"
`SIDE B
'SIDE A
3/4"
THICK
PARTICLE
BOARD
11 1/8"
SHELVES
1/4"
THICK
PEGBOARD
CONCRETE SLAB
PEGBOARD
CLIP
3/4"
THICK
PLYWOOD
E- I -RECT MANUFACTURING LTD.
94 RIVERSIDE DR., NORTH VANCOUVER, B.C., CANADA
6' HIGH BAY ELEVATION FOR
V (24' DEEP) STYLE SHELF BAYS
DWGNO: CZ -0-620-00 I SHEET: 1 OF 1
WOMEN'S SHOES
N
c
i
Rework or Rdurtrisn Instructions
Bon Marche - SouthCenter
Job Cant er
96566
ate
vilf3
11/15196
FEMENATED DEPARTMENT binlrtA
PIPmix‘lsiseasimextoe ammo." W.=
SPACE]
mon erolinx Min ;maxim IMO al=
p.m Pall I /wI M....
APPLIED BASE —
BOTH SIDES
CAS REDID
scare
•
WOMEN'S SHOES
NOTE'
On 314• PLYV•D
SHELVES AS
SHOWN
(PLUS DECK)
UPRIGHTS
PROVIDE VIRE
1ESM WHERE !NITS
E SACK TII
mac
3/4' PLYWOOD DECF
noor 2ND FLOOR
R)3
N.T.S.
RDG INC.
rwr ?- 111Via,T*7t
osnt.agsnr prns�ds
0 iih tst, to Remain
relocated
0
Reworked
si
37 R.us.d Quantity
oto Kele
'Fixture uescnpoon:
STOCK SHELVING
MTH METAL
JPRIGHTS AND WOOD
SHELVES
DIMENSIONS:
Heigh:
Width:
L.ng s:
Diameter:
FINISHES:
test Quantity
Extg. Condition: GOOD
Extg.COnQiteon Desc.:
LP: WILSOPIAKT Is
C4:
MT:
C:
F:
Glass:
Plan:
Rev
rum.
Date
wrarw.r.
EV
Sheet: —I of 1
96
12
By
.....,. . . .... ................
Pu * C.ODV 4 nor Copy
PLAN REVIEW / ROUTING SLIP
ACTIVITY NUMBER D97 -0040
PROJECT NAME BON MARCHE
DEPARTMENT:
BUILDING DIVISION �• FIRE ca/a9)
PREV
PUBLIC WORK U STRUCTURAL
Nft
DETERMINATION OF COMPLETENESS: (T,Th)
COMPLETE n NOT COMPLETE
COMMENTS
TUES /THURS ROUTING: PLEASE ROUTE El
ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.)
REVIEWERS INITIAL
DATE
APPROVALS OR CORRECTIONS: (ten days)
APPROVED fl APPROVED WI CONDITIONS E
REVIEWERS INITIAL
DATE
l
CORRECTION DETERMINATION:
APPROVED El APPROVED W/ CONDITIONS LI
REVIEWERS INITIAL
C:ROUTE -F
DATE
DATE 2/11/97
P G DIVISION El
� a 13-q
PERMIT COORDINATOR III
DUE DATE 2113/97
NOT APPLICABLE ❑
NO FURTHER REVIEW REQUIRED El
DUE DATE 2/27/97'
NOT APPROVED (attach comments) fl
DUE DATE
NOT APPROVED (attach comments) 0
(Certification of occupancy required. )
4
PROJECT NAME
DEPARTMENT:
BUILDING DIVISION
PUBLIC WORKS
COMPLETE
COMMENTS •
REVIEWERS INITIAL
REVIEWERS INITIAL
C:ROUTE -F
PLAN REVIEW / ROUTING SLIP
ACTIVITY NUMBER D97 -0040
BON MARCHE
t
4
DETERMINATION OF COMPLETENESS: (T,Th)
NOT COMPLETE El
TUES /THURS ROUTING: PLEASE ROUTE 11 NO FURTHER REVIEW REQUIRED L__!
ROUTED BY STAFF El (If routed b staff, make copy to master file & enter Sierra.)
REVIEWERS INITIAL DATE I3
APPROVALS OR CORRECTIONS: (ten days)
APPROVED n APPROVED WI CONDITIONS
DATE
•
DATE 2/11/97
FIRE PREVENTION PLANNING DIVISION
STRUCTURAL PERMIT COORDINATOR 0
DUE DATE 2/13/97
NOT APPLICABLE
DUEDATE 2/27/97'
NOT APP OVED (attach comments) El
DATE, /I J
CORRECTION DETERMINATION: DUE DATE
APPROVED n APPROVED W/ CONDITIONS p NOT APPROVED (attach comments) 0
(Certifica ioa of occupancy required. )
•
•
:
PLAN REVIEW / ROUTING SLIP
DEPARTMENT:
BUILDING DIVISION El FIRE PREVENTION IN PLANNING DIVISION ❑
PUBLIC WORKS ❑ STRUCTURAL ❑ PERMIT COORDINATOR ❑
1
I
DATE
DATE 2 y'7
REVIEWERS INITIAL DATE
DATE 2/11/97
DUE DATE 2/13/97
NOT COMPLETE ❑ • NOT APPLICABLE ❑
TUES /THURS ROUTING: PLEASE ROUTE NO FURTHER REVIEW REQUIRED ❑
ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.)
/3 -57
I
I
DUE DATE 2/27/97'
APPROVED n APPROVED WI CONDITIONS NOT NOT APPROVED (attach comments) ❑
I
DUE DATE
APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) ❑
(Certification of occupancy required. )
ACTIVITY NUMBER
PROJECT NAME
DEPARTMENT:
BUILDING DIVISION
PUBLIC WORKS
PLAN REVIEW / ROUTING SLIP
I
DETERM3NATION OF COMPLETENESS: (T,Th)
COMPLETE El NOT COMPLETE
COMMENTS
TUES /THURS ROUTING: PLEASE ROUTE n NO FURTHER REVIEW REQUIRED Ei
ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.)
REVIEWERS INITIAL f' ,
D97 -0040
BON MARCHE
STRUCTURAL a
DATE c / c 7
DATE 2/11/97
FIRE PREVENTION [J PLANNING DIVISION
DUE DATE 2/13/97
NOT APPLICABLE ❑
I
PERMIT COORDINATOR Q
APPROVALS OR CORRECTIONS: (ten days)
APPROVED n APPROVED W/ CONDITIONS ❑ . NOT APPROVED (attach comments) n
REVIEWERS INITIAL
I
CORRECTION DETERIVDNATION:
APPROVED APPROVED W/ CONDITIONS
REVIEWERS INITIAL
C:ROUTE -F
DATE
DATE
DUEDATE 2/27/97'
DUEDATE
NOT APPROVED (attach comments) Q
(Certification of occupancy required, - )
,
. „
•
e.z.rect
Manufacturers of shelving systems
DATE: September 8, 1997
To:
NAME: Dave Larson
COMPANY: Tukwila Building Department
PRONE:
FAX: (206) 431-3665
FROM:
NAME: Randy King
RE: Bon, Marche Southcenter Mall, Tukwila, WA - Floor Fasteners for Stock Shelving
Dave,
:;21111EIRENNFINilril:
Enclosed, please find the following documentation from our engineer verifying the acceptability of
the fasteners used in tho Bon Marche Southcenter Mall, Tukwila, WA project.
Thank you.
6
Randy
cc: Toni Howard, FDS
Carmen Spollord, FDS
RECEIVED
On OF TUKWILA
SEP,- 9199?
Paw ENTER
94 Riverside Drive
. North Vancouver, BC
Canada V7H 2M8
(804) 929-5481
FAX (804) 939-5184
' '•
• .'
. ,
7-670
p
E-Z-RECT MANUFACTURING LTD.
PAGES INCLUDING COVER: 3
TWd Wd£8:6 L66T '8 d3S S99ETE1790Z :01 SSW 1338-Z-3 - 1SU1SUNACNWO8d
te6 Tort
By C. OHANIAN CI< DESIGN & ENGINEERIU CO SHEET NO 1 j
DATE 1 1700 LA CRESCENTA AVE., SUITE 204 . f
GLENDALE, CA. 91200 JOB NO. ?? 22 2.
SUBJECT TEI41110037 -29110 FAX :(0113)957-11003
cw / , vs, Lt. A • v e "
F d
rift" Pied rec .
Scir fAi (Loot:. 4 s
crrv i4EcE l °
OF T KWILA
SEP.. 9 1997
PERMIT CENTER
EO'd WI:100:6 466T q3 d3S 9990E090E :01 OdW 103N-Z-3 - ISV19VNACI:WONd
r. Exp. cik, 3
BY G. GHANIAN RACK tiE
OAT CI 1 .. -/ 378e L A CRESCENT* 'AVE', SUITE 204 SHEET NO.
GLENDALE. CA. 91208 Joe NO., , g4), 2 2 t
SUBJECT TEL:( L8)967-49E0 FAX(018)05?-8903
MAO cife , rumv•I 1.. L. t I WO* % imomeimnimkti.
• ?ELI
RANA T P. IleAo vdc0Cce Moceloac
is AcceealTklit6
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C irlo A g x 9e/ fre
SeP 414194
9 IAA
Pi . 47 % Y?
../tt
E�d WUEO:8 LE4T '8 d3S • S99EiE080E OJW 1288-Z-3 - ISWIEWNACOWO8d
OEN.'
• ,OPi.
*
, ',..FJref,.Pepartmept Review
, •
•
February' 2.0, 1997
Re':• ',Bon :Marche = 500 SouthCenter Mal 1
- ..The attached Set ofbuilding plans have been revjewed by :
Thei Bureau and are acceptable with the .
following concerns:
•
•
Maintain fire extinguisher coVerage'throUghout.
ClearacceSs:to fire . extinguishers is required at all
times. They may not be hidden or obstructed. (NFPA
10, 1-6,5)
2. No point in a. sprinklered building may be more than
200 feet from an exit, measured along the path of travel.
(UBC 1003.4)
Aisles leading to required exits shall be provided
from all portions of buildings; Aisles located within
an accessible route of tra'vel shall also comply with
the Building Code requirements for accessibility.
(UFC 1204,1)
Internally illuminated exit signs shall have both
bulbs working at all times. (UBC 1013.3) •
3. Storage may not be closer than 36 inches in all
directions to ceiling-hung "Space or Unit." heaters. (UFC
1109.2)
Storage may not be closer than 18 inches below
sprinkler heads, (NFPA 13, 4-2.5 and NFPA 231.5-1)
John W. Rants, Mayor
Thomas P. Keefe, Ftre Chief
The or storage he for high-piled combustible
stock in closely packed piles is 12 feet. (UFC 9.110)
J...1. • "• • ,1.11011.0.1.14.0,0.1101111.
!17 r il/4s1: 9818 :206) 5754404 c (L'6,•6)5;'5.4.1.39
•
, .
•
. .
Storage above 12, feet miy necess,tate lncreasing the
to..extra: and - adding s*)ke..
1'.. rernoval cpah,1itie (UFC 8101) . (NFPA 2 231)
In doub 1 e row racks with heights of storage 2.6p to and,
including 25', an average nominal 6" transverse flue
..s - between loads or at rack ,uprights shall,be'
maintained. (NFPA 21m 4
Maintain minirriUm 6" lonaitudinal f 1 ue space between
•
hack to back racks. (NFPA 231C)
This review limited to speculative :tenant space only
special :fire permits may be neceSsary depending on detailed
description 'of intended USE!.
Any overlooked hazardous condition . and/or violation of the"
adopted Fire or Building Codes does not imply approval of
such condition or violation.
Yours truly,
The Tukwila Fire Prevention Bureau
John W Rants, Mayor
Thomas P. Keefe, Flit. Chief
41.4411.411 "was.....darumwaroavereeam......*0 1 •00 ••• 1
1.o'cLimt7rs Steriorz: 444 Anc!over l'a;r1; East 0. Tukwila, lifashinaton 9816'8 • Phone:12.) S75-44,:4 FE)::
•
DEPARTMENT OF LABOR AND INDUSTRIES
THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A
F625.052. 000(3.92) ..E�
/ �VYM\•\\ YWVhbN1'\ NNM�N14N4v\ N\' N114M^ eN\ �1 M1M�hv � \���M•lti�w\•W \�1 \� \lt \Kh \44 \ih\ � ". -- ._.__. .. �___.�___..,._... ._._..,__
t.. DETACH TO DISPLAY CERTIFICATE _1 '
LL
0-
1R
,S: ,'S3 V53 L VS4
i S3 r S3
VS3 VS3
VS4
V54 VS4
VS4
VS4
v53 VS4
VS4
VS4
V3 I EV
VSq
vS4
-0 3/4,r
VS4
VS4
VS3
VS4
VS4
MEN'S STOCK
O6
PHASE IB
FEB 17 - FEB 18
,F 3'-1 /— 3'
B4
WOMEN'S SHOES STOCK
PHASE IIA
JUL 14 - JUL 18
EV -- EV ELI - H: d— - H-EV - f , - I--EY
VS4
VS4
3' -5 9/16"
WOMEN'S SHOES STOCK
PHASE IC
JUN 3 - JUN 6
"3
VS4
VS4
VS4
vS4
B4
3' l 3'
3'
154 'JSa 1 , I
I �
I
3'
`,5
3'
B3
VS4
4• -7 1/4"
B4
4' -2 15/16" -4'
VS
V3 1 EV EV EV EV' EV
93 B3
�- EV = RELOCATED EXISTING S- EL,'VG
1
• G
33
I
> I
3' 3' 3' 3' I 3' 3'
1.1.1 1 ®_ I 1
3' —/
SG G
G :- 1
V I EV EV
t
I ,
3' �` , r 3 ' - . -
n
L
3'
A— 3'
LJ
r " - C - 716
G- 3'
ECEIVED
CITY R OF TUKWILA
; EB rung
PERMIT CENTER
COLOR CC :-
RELOC =Z_
MERNME
{.:stan
t hat the c
, Cede
OLTE
SCALE. 3/ = .
DA - E: JAN 27/07
BY: 3
DW070: T1 - 1 81 - 20
309: THE BON MARCHE
TL'KWILLA, WA.
ga :',�c51t7 np., NOI°T}y''aNCOIN�K', 6. C.. CANAIJA
r_ V TLVING LAYOUTS _ - --
004 0
_SCRIPTION
MANUFAC1'.,
Jobij R02,29.
See 4CTA1cJ Sd• THttw /J