HomeMy WebLinkAboutPermit D2000-073 - JOANN STORES - STORAGE RACKSJOANNE STORE
D2000-073
City of Tukwila
Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188
OCCUPANT
OWNER
CONTACT
WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES,
APPLICANT IS PROCEEDING AT THEIR OWN RISK.
Parcel No: 262304 -9067
Address: 17501 SOUTHCENTER PY
Suite No:
Location:
Category: ARET
Type: DEVPERM
Zoning: TUC
Const Type: RACKS
Gas /Elec.:
Units: 001
Setbacks: North:
Water: TUKWILA
Wetlands:
Contractor License No: HJMARSIO22NF
Permit Center Authorized Signature:
Si gnature: "
DEVELOPMENT PERMIT
Print Name: AIAA42 Jo . e
Permit No:
Status:
Issued:
Expires:
Occupancy: STORE
UBC: 1997
Fire Protection: SPRINKLERS
.0 South: .0 East: .0 West: .0
Sewer: TUKWILA
Slopes: Y Streams: 2
JO ANN STORES
17501 SOUTHCENTER PY, TUKWILA WA 98188
P -3 /PARKWAY LLC
800 FIFTH AVE, SEATTLE WA 98104
LARRY YEAKEL
9620 SW BANK ST, VASHON ISLAND WA 98070
CONTRACTOR H J MARTIN & SON INC
PO BOX 11387, GREEN BAY WI 54307
***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Permit Description:
INTERIOR SHELVING. PALLET RACKS
***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Construction Valuation: $ .00
PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr:
Curb Cut /Access /Sidewalk /CSS: N
Fire Loop Hydrant: N No: Size(iri): .00
Flood Control Zone: N
Hauling: N Start Time: End Time:
Land Altering: N Cut: Fill:
Landscape Irrigation: N
Moving Oversized Load: N Start Time: End Time:
Sanitary Side Sewer: N No:
Sewer Main Extension: N Private: N Public: N
Storm Drainage: N
Street Use: N
Water Main Extension: N Private: N Public: N
***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
TOTAL DEVELOPMENT PERMIT FEES: $ 1,066.69
********************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *r * * * * * * * * * * * * * * * * * * * * * * * * * * * **
(206) 431 -3670
D2000 -073
ISSUED
04/03/2000
09/30/2000
Phone:
Phone: 206 624 -1444
Phone: 206 - 463 -4877
Date:__
I hereby certify that I have read and examined this permit and know the same
to he true and correct. All provisions of law and ordinances governing this
work will be complied with, whether specified herein or riot.
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
development permit.
Date: W/�3
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.
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Address : 17501 SOUL HC.E.NTE R PY
Suite:
Tenant:
Type: DEVPERM
Parcel It: 262304-9067
CITY OF TUJKWILA
Permit. No: D2000 -073
Status: *ISSUED
Applied: 03/03/2000
Issued: 04/03/2000
************** * * ****************•**•******•**•**** * * * * ** * ** ** * * * ***A ***• * * * * * * **
Permit Conditions:
1. No changes w i l l be made to the plans unless approved by the
E:r►c)ir►eer• and the Tukwila Building Division.
2. All construction to be done in conformance with approved
p1 ans and requirements of t h e Uniform B u i l d i n g Code (1997
Edition) as amended,' Uniform Mechanical Code (1997 Edition),
and Washington State Energy Code (1997 E d i t i o n ) .
. V a l i d i t y y of Permit. The issuance of a permit or approval of
plan sspec'i f.icat•iUns, and computations shall not be con -
strued to be a permit for, or an approval of, any violation
of any of the pr•oviSions of the building code or of any
other ordinance of the jurisdiction. No permit presuming to
give authority to violate or cancel . the p r o v i s i o n s of this
code shall be valid. '
4. All permits, .inspection , records, and approved plans shall be
a v a i l a b l e ,' at the job s i t e prior to the start, of any con-
struction. These documents are to be maintained and avail --
ab l e;' " u :nt i 1 f i n a l inspection approval is granted.
Description of work to be done: r "— ' ‘--
G S
i L t 4C f . � f eLV I(, G rn o �t 1 t G �,L .,
Existing use: Ly Retail ❑ Restaurant ❑ Multi- family El Warehouse El Hospital
El Church El Manufacturing El Motel /Hotel ❑ Office
❑ SS hool /College /University ❑ Other
Proposed use: g: Retail ❑ Restaurant El Multi- family El Warehouse ❑Hospital
El Church El Manufacturing El Motel /Hotel El Office
El School /College /Universit El Other
Will there be a change of use? El yes L1O no
If yes, extent of change: (Attach additional sheet if necessary)
Will there be rack storage? yes ❑ no
Existing fire protection features: 21/sprinklers El automatic fire alarm ❑ none ❑ other (specify)
c:7 cistin
Building Square Feet: '{3
Ar ea of Construction: (s ft.) 43� 05 4' I
,
Will there be storage of flammable /combustible hazardous material in the building? 171 yes IJ no
9 9
Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets
CITY OF TU''WILA
Permit Center
6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188
(206) 431 -3670
r ' r n yam• v6 Cit S LZip (2°-) #_/
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 • acceptefrough the mail or facsimile.
Project Name/1'es►y t:
1 eadiires ^ _ P y Owner 4 Li C
Art
CMS � tat`�/ A
et 0 dressS
Cit State/ ip:
Contractor:
Street Address:
City State /Zip:
M \�1rc Architect: ^`l Street A ess: Tr4i V 0� ity State CoNSdTl(r
d e Street Adss: q.0(x) 4 ;14 St to t 7O ct Cont Person: n Stree 4d
fron rj . : Tax Parrcel N
2-(#.2- "304 — 906 - 7
Phone:
Fax #:
Phone:
Fax #:
Ph
Engineer: ` .r..4 1�1
P n 4 3 -4-677
-`-
APPLICANT.'REQIJESTFOR PUBLIC: SITE/CIVIL:PLAN REVIEW` OF•THE.FOLLOWING
Additional :nay be determined:b the Pub /ic Works'be artment
El Curb cut/Access /Sidewalk El Flood Control Zone
❑ Channelization /Striping
❑ Fire Loop /Hydrant (main to vault) #: Size(s):
El Land Altering 0 Cut cubic yds. 0 Fill cubic yds.
El Sanitary Side Sewer ft: ❑ Sewer Main Extension
El Storm Drainage ❑ Street Use El Water Main Extension
El Water Meter /Exempt #: Size(s): 0 Deduct
El Water Meter /Permanent # Size(s):
El Water Meter Temp # Size(s): Est. quantity:
El Miscellaneous
El Hauling
El Landscape Irrigation
O Private 0 Public
O Private 0 Public
0 Water Only
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 applica fn accepted:
3 WOO
Date lication expires:
fi r - 3- X000
Application taken b : (initials)
PLEASE SIGN BACK OF APPLICATION FORM
CTPERMIT.DOC 1/29/97
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Signatu�i�'
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Date: .5igir 0
Print name: r��
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ALL COMMERCIAL/MULTI-F4INLV TENANT IMPROVEMENT /AL ' - -ATION PERMIT APPLICATIONS
M BE SUBMITTEC3 WIDW THE FOL • WING:
• 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
❑ ❑ 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 :
El ❑ 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 z
those, identify by size and species which are to be removed and saved I z
10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change
of use only) 6
11. Location and gross floor area of existing structure with dimensions and setback v U O
12. Lowest finished floor elevation (if in flood control zone) u w
13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- Lti _
9 ) • N i
❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled w O
❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of Q
any hazardous materials; dimensions of proposed tenant space. u
❑ ❑ Vicinity Map showing location of site I=- _
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❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack i - O
layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of w F-
w
rack. Structural calculations are required for rack storage eight feet and over. v o
(I ❑ Indicate proposed construction of tenant space or addition and walls being demolished O u)
off
❑ 71 Construction details w i n
= U
❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of i- 0
water supply to sprinkler vault with documentation from contractor stating supply line will meet or I i i z
exceed sprinkler system design criteria as identified by the Fire Department. U =
_
❑ 71 E- Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. z
❑ ❑ 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 Sta of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and
obtain th permit will be required as part of this submittal
PENALL HOE
Y OF PERJURY BY THLA OF�THSTA�TE Oil WASHINGTON, AND I AM AUTHORIZED SAME
O APPLY UNDER
FOR THIS PERMIT.
CTPERMIT.DOC 1/29/97
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********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
CITY OF. TUKWILA, WA QOG ~ �
* * * * * * * * * * * * * * * * * * * * * * ** * * * * * ** * * * * * * * * * * * * * * * * * *R * * * * **
TRANSMIT Number: R9800259 Amount:
Payment Method: CHECK Notation: H J MARTIN SINC 04/03/00 1
Init: WER
Permit No: D 2000 -073 Type: DEVPERM DEVELOPMENT PERMIT
Parcel No: 262.304 -9067
Site Address: 17501 SOUTHCENTER PY
This Payment Total Fees: 1,066.69
y 648.25 Total ALL Pmts: 1,066.69
****************************************************Balance **********00
Account Code Description
000/322.100 BUILDING - NONRES Amount
000/386.904 STATE BUILDING SURCHARGE 643.75
4.50
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:pi 00 04/04 9710 TOTAL " 648.25
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CITY OF TUKWILA, WA \ TRANSMIT
' ***********
**************************I ******* *** *************
TRANSMIT Number: R9800244 Amount: 418.44 03/03/00 13:47
Payment Method: CHECK Notation: LARRY E. YEAKEL Init: TLB
Permit No: D2000-073 Type: DEVPERM DEVELOPMENT PERMIT
Parcel No: 262304-906
Site Address: 17501 SOUTHCENTER PY
Total Fees: 1,066.69
This Payment 418.44 Total ALL Pmts: 418.44
Balance: 648.25
****************************************************************
Account Code Description - Amount
000/345.830 PLAN CHECK - NONRES 418.44
•
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2136 03/06 q717 TOTAL 418.44
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Type of In 1,.- tion:
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Special instructions:
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Phone:
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 981
PERMIT NO.
(206)431-3670
COMMENTS:
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Dateq--7/—f2J
Approved per applicable codes. n Corrections required prior to approval.
$47.00 REINSPECTIcS.J FEE REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Date:
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Address:
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Special instructions:
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Requester:
Phone:
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
PERMIT NO.
(206)431-3670
Approved per applicable codes. 0 Corrections required prior to approval.
COMMENTS:
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$47.00 REINSPECT ION FEE REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Date:
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Date called:
Special instructions:
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INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 9818
S•: u :�... «.K,r..'ti3:�.:ibi:.tlli;:A •t i:' -�'.i `YS.:u:..:i:?'�::
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PERMIT NO.
(206)431 -3 0
rjApproved per applicable codes. El Corrections required prior to approval.
COMMENTS:
,i4cC S 6 e er Gi/AGCS,
4" ,'?€c& ,e ss%t3
Ins,
0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Date:
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Address:
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Date called:
Special instructions:
Date waft •
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Phone:
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
■
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PERMIT NO.
(206)431-3670
A pproved per applicable codes. fl Corrections required prior to approval.
COMMENTS:
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El $47.00 REINSPECTIONIEEREQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Date:
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iC etain current inspection schedule
Needs shift inspection
FINALAPP.FRM
•
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City of Tukwila
Fire Department
TUKWILA FIRE DEPARTMENT
FINAL APPROVAL FORM
X Approved without correction notice
Approved with correction notice issued
Sprinklers:
Fire Alarm:
Hood & Duct:
Halon:
Monitor:
Pre -Fire:
Permits:
P ....-C r ) f ; 20 1 20;
Authorized Signature
T.F.D. Form F.P. 85
John W. Rants, Mayor
Thomas P. Keefe, Fire Chief
Permit No. (-1)-0 073
Date
Suite # /0
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575 • Fax (206) 575
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PERMIT CENTER
PERMIT CENTER
PROJECT NUMBER: U254- 003 -001
DATE: February 17, 2000
STRUCTURAL CALCULATIONS
for
NEW FIXTURE AND STORAGE RACK BASE CONNECTIONS
at
JO ANN'S ETC. — TUKWILA, WA
for
MCG ARCHITECTURE
BY:
THOMAS R. BUIST, P.E.
STRUCTURAL DEPARTMENT MANAGER
FOR: L.R. NELSON CONSULTING ENGINEERS, LLC.
51 West 9000 South
Sandy, UT 84070
(801) 565 -8580
(801) 565-9340
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GENERAL NOTES
1. Structural Design is based on the 1997 UBC.
2. A lateral seismic analysis was performed for the steel storage racks only (see pages 23 and 24).
By inspection with the seismic analysis results for the steel storage racks a lateral seismic analysis for
the "Gondola" and wood fixtures is not required (loaded weight of the "Gondola" and wood fixtures
is approximately 1/2 the loaded weight of the steel storage racks). A minimum lateral load of 5 psf was
used at all fixtures (the equivalent of an interior partition lateral load).
3. Installation and connection of the new storage rack components shall be per the
storage rack manufacturer's written instructions.
4. New rack installations covered in these calculations shall display in one or more conspicuous locations
a permanent plaque each not less than 50 square inches in area and showing the following maximum
permissible unit load in clear, legible print:
Maximum Permissible Storage Load : 22.5 psf (Each Shelf)
5. Connection Hardware: "HILTI" or approved equal.
6. These calculations are limited to the design of the base and wall connections of the fixtures and storage
racks shown in these calculations only. The structural design of the fixtures and storage racks is
the responsibility of the fixture and storage rack supplier.
JOB NO. U254- 003 -001
DATE 02/17/00
PROJECT: JOANN'S ETC. SHEET OF
SUBJECT: FIXTURES AND STORAGE RACKS DESIGNED BDY CHECKED
NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN
THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT.
L. R. NELSON •NSULTING ENGINEERS
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JOB NO. U2Sq - 66
DATE 409
SHEET I •: '' QF
DESIGNED Edi CHECKED
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BY OArrhZ10 vagE. HrrugEs
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EUR POST
PIECE NO. 6" LENGTH 1r LENGTH 24" LENGTH
1 6,100# 4,900# 4,300#
2 5,800# 4,9004 4,100#
3 5,7000 4,8004 4,0004
ESP POST (GRAY PAINT)
*A5t4.40 TEr Wok FeR. OLTIKPrz. for wita
L. LABORATORY .
TESTING INC.
PO Bac 249,120 Mill Si., Dublin, PA 18917
TEL 900-6274966 • FAX 215-249-9656
PIECE NO. 6" LENGTH 12" LkNGTH 24" LENGTH
1 3,200# 2,7004 1,700#
2 3,8004 2,900# 2,0004
3 3,800# 3,0004 • 2,1004
OAP PC ST
PIECE O. 6" LENGTH 12" LENGTH 24" LENGTH
1 6,2004 5,3004 2,000#
2 6,200# 5,2004 2,2000
3 6,2004 5,5004 3,1004
BTP POST
PIECE NO.
1
2
3
ZTP POST
6" LENGTH 12" LENGTH 24" LENGTH
8,2004 4,2004 .2,2004
7,8004 5,3004 2,000#
8,600# 4,800# 2,0004
PIECE NO. 6" LENGTH 12" LENGTH 24" LENGTH
1 10,900# 9,4004 8,2004
2 10,8004 9.4004 • 9,400#
3 10,4004 8,6004 10,1004
t1/4AP. 7TP RY-,1 cat..ukkA 14P-cb = 101,6
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SHELVING
MANUFACTURER
SHELF SIZE
TEST # 1
GAUGE LOCATION
MAX. DEFLECTION
TEST # 2
TEST # 3
( GAUGE LOCATION
MAX. DEFLECTION
TEST #4
GAUGE LOCATION
MAX. DEFLECTION
MAX. DEFLECTION
TEST # 5
AVERAGE POINT OF
MAXIMUM DEFLECTION
TENNSCO
48 X '24 TYPE
SUPPORT
MEASURED DEFLECTION
FRONT L
GAUGE GAUGE GAUGE
2445 0.2381 0.343 0.038
GAUGE LOCATION
MAX. DEFLECTION
( FRONT
GAUGE
REAR
GAUGE
0.
2445 0.327 0.343
LEFT
GAUGE
0.100
FRONT
, GAUGE
2595 0.306
FRONT
GAUGE
SHELVING
TYPE Z -LINE
. ritrPPORTI
TBFi GAUGE 14
GAUGE
0.058
'RIGHT
GAUGE
0.032
REAR LEFT 'RIGHT
GAUGE GAUGE GAUGE
0.343 0.050 0.040
REAR
GAUGE
LEFT (RIGHT
GAUGE 1GAUGE
GAUGE LOCATION
MAX. DEFLECTION
PUBLISHED LOAD
CAPACITY •
FRONT ( REAR 1LEFT
GAUGE I GAUGE IGAUGE
a
850
2495.0
% Diff. Max.
Deflection •
- RIGHT
GAUGE
8.1
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L R NELSON CONSULTING ENGINEERS. LLC
JOB NO. U254-0W
DATE: 01/06/00
PROJECT: JO ANN'S STORAGE RACKS SHEET . 23 OF
SUBJECT: iftir..44 JALtd N2,46E, Mcgs DESIGNED BOY CHECKED
LATERAL LOADS
SEISMIC
V = [(C,*1)/(R*1rW = 1.201 *IN
VmAx = ((2.5*C = 0.196 •1N (CONTROLS) V/1.4 = 0.140 •1111
Vm24 = o.ii*c:rw= 0.048 VI
Seismic Zone: 4 C 0.64
Soil Profile: SD C, = 0.44
R: 5.6 T= 0.10
h„00
C 0.02
1
L.R. NEL CONSULTING ENGINEERS
PROJECT - T o - J'S srr612 PAcK.S SHEET 1 OF v'
SUBJECT 1.A F.RAt� VSK - $rgivaE. poem" DESIGNED tbi CHECKED
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JOB NO. u2P-05 00.1
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UTAH • 51 West 9000 South • Sandy, UT 84070 • 801 / 565 -8580 • FAX 801 / 565 -9340
NEVADA • 3035 East Patrick Lane, Suite 9 • Las Vegas, NV 89120 • 702 / 798 -7978 • FAX 702 / 451 -2296
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BASIC SHELVING
(GONDOLA TYPE FIXTURES)
LOZIER
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BASIC SHELVING
(GONDOLA TYPE FIXTURES)
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INDEX PAGE NO.
U O;
GENERAL INFORMATION 1 -6 0 w
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BASIC SHELVING 7 -17 N p '
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ANCHORING 18 - ga
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RECEIVED
CITY OF TUKWILA
- 3
PERMIT CENTER
Z
P - 0 DUCT SAFETY IN ORMATION
WARNING
FOR YOUR SAFETY
• Install all shelving according to installation instructions and use components only as instructed. Shelving and
components should only be installed or rearranged by trained personnel who have read and understand
the instructions and warnings. Additional copies of the Installation Instructions are available upon request.
• Local codes and regulations concerning building, fire, sanitation, or seismic requirements may apply to some
installations. It is the responsibility of the owner of the fixtures to check with local building authorities to
determine what codes or regulations, if any, apply, and always install the shelving in compliance with any
such requirements.
• When installing or rearranging shelving, never move assembled shelving.
• Do not combine Lozier products with non - Lozier products.
• Never use damaged parts. Damaged parts may cause shelving to be structurally unsafe or create exposure
to sharp or pointed edges. If parts were damaged in shipping, do not use and contact your Lozier Customer
Service Representative. If parts are damaged after shipment, discontinue use immediately and order
replacement parts.
• Do not exceed Allowable Load Limits (see Installation Instructions and relevant catalog pages). Make certain you
calculate the unbalanced load as shown in the Display Shelving Installation instructions. Exceeding allowable
loads may cause the shelving to tip over or collapse.
• Base Fronts, either open or closed, are required on 06 Base shelving for structural integrity and stability. Use
of 06 Base shelving without base fronts may cause the shelving to collapse. Caution: Use of any shelving
without Closed Base Fronts (CBF) may allow material handling or floor cleaning equipment to collide with the
Base Brackets causing the shelving to be knocked out of alignment or collapse.
• All components which require trim such as Uprites (US) and Base Brackets (BB) must be installed with trim
pieces. Untrimmed parts may have unfinished edges that must be covered by trim to avoid exposure to store
personnel or customers.
• Use Molding End Trim with S -Style Shelves to protect customers and store personnel from accidental contact
with exposed shelf corners.
• Do not hang Peg Hooks, Shelves or other accessories on the back side of a Wall Section or any section
without Base Brackets. Wall Sections do not have Base Brackets (BB) on the back side to provide support,
and use of the back side to display merchandise may cause the section to tip over.
• To avoid store personnel or customers accidentally coming in contact with display fixtures, never allow any
Shelf, Peg Hook, or other display to protrude into an aisle or to extend beyond the edge of the Base Deck or
End Deck (if used).
• All End Merchandising Panels intended for use with Shelves or accessories must include End Decks or other
floor display to direct people away from the shelves or displays above the End Deck or other floor display.
• Do not lean tall or heavy items against shelving unless shelving is anchored to a suitable building wall, to the
floor, or otherwise braced to prevent overturning. The weight and force of leaning items on unanchored or
unbraced shelving may cause the shelving to overturn or collapse.
• Shelving (or racks) that are leaning or bending when loaded may indicate a dangerous overload or impending
collapse. Loads should be immediately reduced, and the cause for this condition should be corrected, before
reloading. Refer to appropriate installation instructions to assure shelving (or racks) are properly assembled,
replace any damaged components or parts, and do not exceed recommended maximum loads or engage in
any other unsafe use of the shelving (racks).
• Provide safe access to all levels of storage & display shelving in accordance with applicable OSHA
regulations. Never allow anyone to climb, walk, or stand on shelving. These shelves were not designed to
withstand the extra weight and impact of climbing, walking and standing, and the added weight and impact of
such actions may cause the fixture to collapse.
• Never alter, modify or otherwise structurally change the shelving or any of its component parts. Modification
or alteration may cause the shelving or component part to become structurally unsafe resulting in tipping,
collapse or other failure of the fixture. t-tEcelvPn
O�1'YOF TUKWILA
6336 Pershing Drive • Omaha, Nebraska 68110 • 1- 800 - 228 -9882 •www.lozier.com
PERMIT CENTER
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PR • ' UCT SAFETY INF • RMATION
To help avoid overturning:
• The height of the Uprite (including Extension Uprites, if used) should not exceed the leveler spacing times six.
See the charts below.
• If Uprites on Wall Sections exceed the heights listed, the Base Bracket and the Uprite levelers must be
anchored to the floor or otherwise braced. See Display Shelving Instructions 01 -13.
• If Uprites on Gondola (Island) Sections exceed the heights listed, the Base Bracket levelers must be
anchored to the floor and the Base Brackets must be secured to the Uprites with SAP pins.
• Contact local building official for anchoring requirements in seismic zones.
Wall Section
Island Section
Floor Anchoring
uPRtTE
NGYINM. x0cx?
WALL
BASE
SIZE
13'
16'
19'
22'
25'
28'
LEVELER
SPACING (A)
9 3
12 3 / 4 '
15 3 / 4 '
18 3 4"
21 3 4
24 3 /4
TALLEST
UNANCHORED
UPRITE
54'
72'
90'
108'•
120' ,
144'
NOTE: For Uprite applications taller than 144 ",
contact Marketing.
ISLAND
BASE
SIZE
13'/13'
13'/16'
13'/19"
16'/16"
LEVELER •
SPACING (B)
19 1
22 1 ,
25 1/2"
25 1/2"
TALLEST
UNANCHORED
UPRITE
114'
132'
144'
144'
NOTE: For Uprite applications taller than 144',
contact Marketing.
Important Notice for
Free Standing Units
— If Glass Doorkits are used on Wall Section or on one
side only of Island Section, reduce maximum height
by 12"
— If fixture is on carpet, reduce maximum height by 12"
• Maximum shelf depth cannot exceed Base Deck depth.
• Do not hang Peg Hooks, Shelves, or other accessories on the back side of a Wall Section or any section
without Base Brackets. Wall Sections do not have Base Brackets on the back side to provide support,
and use of the back side to display merchandise may cause the section to tip over.
• Do not lean tall or heavy items against shelving unless shelving is anchored to a suitable building wall, to the
floor, or otherwise braced to prevent overturning. The weight and force of leaning items on unanchored or
unbraced shelving may cause the shelving to overturn or collapse.
IMPORTANT! Failure to follow these instructions and warnings may result in personal injury to your
employees or customers, damage to property, or damage to the fixture itself.
C.T .Or IV A
TIZAW.Z.E
6336 Pershing Drive • Omaha. Nebraska 68110 • 1- 800 - 228 -9882 • www.lozier.com
t i RM('' CENTER
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W L ANCHORING D AILS
All wall sections with base brackets that may be loaded in excess of 12,000 inch- pounds unbalanced load
(refer to Appendix B) must be anchored to a suitable building wall or other structure to prevent collapse of the
shelving. All wall sections with no base must be anchored to a suitable building wall or other structure to
prevent collapse of the shelving. Anchoring of all Wall Sections is recommended for limiting deflection under
loaded conditions.
The purchaser of the fixture is responsible for determining the suitability of any specific wall or structure to
which shelving is anchored, for the selection of and/or proper installation of the anchoring fasteners, hardware
and materials, and for the workmanship of those performing anchoring. These guidelines are meant to illustrate
typical types of anchoring and do not constitute any endorsement by Lozier of any specific anchoring applica-
tion. Each application will vary due to the building, structure and materials used for anchoring, and professional
advice should be sought for each anchored installation.
Anchoring situations other than those illustrated may be encountered. As a guideline, each anchoring location
shown must provide 450 lbs. pull -out resistance and be located as shown in these illustrations. Extreme care
must be taken to insure that the building wall or other structure is solid and suitable for anchoring and will
support the load being anchored to it.
When properly anchored to a suitable building wall or structure with hardware and methods illustrated, the
maximum recommended unbalanced load for the shelving is 24,000 inch - pounds.
When anchoring wall sections for stability and/or alignment only, 1 x 4 blocking may be used in place of the 2 x
4 blocking illustrated herein. However, wall section unbalanced load is limited to 12,000 pounds when 1 x 4
blocking is used.
WARNING! DO NOT USE PLASTIC OR FIBER ANCHORS, CONCRETE NAILS OR REGULAR NAILS.
2 x 4 Blocking
(See pages 7 &8)
2 x 4 Spacer
attached to wall
at 48" O.C. Min.
SINGLE LEVEL BLOCKING
6" Max
6 " Max
6" Max
2 x 4 Blocking
(See pages 7 & B)
2 x 4 Spacer
attached to wall
at 48" O.C. Min.
6" Max
0
DOUBLE LEVEL BLOCKING
6336 Pershing Drive • Omaha, Nebraska 68110. 1400- 228 -9882 • www.lozier.com
RECEIVED
iITY OF TUKWILA
PERMIT CENTER 3
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W L ANCHORING DETAILS
Wall Mount
Bracket
NOTE: All fasteners shown are minimum diameter and length for applications illustrated.
2 x 4 Continuous Blocking
(See Below)
CONCRETE
WOOD STUD WALL
ATTACHING BLOCKING TO WALL
2 x 4 Blocking
1/4" x 3 1/4" Con.
Wedge Anchor
1 1/4" Min. Embedment
2 x 4 Blocking
Use (2) #10 x 1 1/2" Use (2) 1/4" x 2 1/4"
se
() Concrete Wedge
Wood Screws Anchors
ALL TYPES OF WALL
WITH CONTINUOUS BLOCKING
5/16" x 4" Lag Screw
at each stud
MASONRY
DIRECTLY TO
CONCRETE WALL
2 x 4 Blocking
2 x 4 Blocking
METAL STUD WALL (14 GA. MIN.)
Acs mairmie
1/4" x 3 1/4" self- tapping ma-
sonry. 1 1/4" Min. Embedment
into solid material
(2) #8 x 2 5/8" self - drilling dry
wall screws at each stud
6336 Pershing Drive • Omaha, Nebraska 68110 • 1- 800 - 228 -9882 • www.lozier.com
RECEIVED
CITY OF TUKWILA
PERMIT CENTER
ii
WALL ANCHORING DETAILS
CENTER UPRITES - Slide Wall Mount Bracket over Uprite Side Channel. (See Figure 2).
Attach Wall Mount Bracket to appropriate wall or 2 x 4 Blocking.
END UPRITES - Place Wall Mount Bracket over the lip of the Uprite Side Channel. (See Figure 3).
Attach Wall Mount Bracket to appropriate wall or 2 x 4 Blocking.
FIGURE 2
CENTER UPRITES
Attach as near as possible to uprite
0
0
0
0
5/16 "x " lag
screw through
uprite into
blocking
For wood & metal
framed walls -
attach to each
stud
FIGURE 3
END UPRITES
FIGURg FIGURE
2 x 4 CONTINUOUS 2 x 4 BLOCKING
BLOCKING BEHIND UPRITES BETWEEN UPRITES
ismirmie
2 x 4 Cut boards
between uprites
36" = 34 9/16"
48" = 46 9/16"
6336 Pershing Drive • Omaha, Nebraska 68110 • 1 -800- 228 -9882 • www.lozier.com
FIGCEIVED
or/ OF TUKWILA
PERMIT CENTER
JO -ANN STORES
FLOOR ANCHOR PLATES
In some fixture installation situations it is
neccessary to anchor wall and island
sections to the floor. Anchor plates should
be used when the shelving unit exceeds
height to depth ratio of 6:1. Certain seismic
zones also require anchoring wall and
island sections to the floor.
WALL MOUNTING BRACKET
Mounting Brackets aid in lagging Uprites to building
walls when required. Refer to Installation Instructions
No. 01 -13 for detailed information. Two brackets are
required for Uprites to 96 "H., three brackets for one
piece Uprites over 96 "H. Extension Uprites require
one Bracket for up to 36" and two for Extension
Uprites over 36 ". Fasteners are not included.
Part No.
DC2191 PK20 (pack of 20)
STANDARD FINISH: GLV (Galvanized)
UPRITE ANCHOR PLATE
This anchor plate secures Uprite leveling leg
t� the floor using anchor bolts (Fasteners
not included.)
Part No.
DC1241 PK10 (pack of 10)
STANDARD FINISH: GLV (Galvanized)
BASE BRACKET
ANCHOR PLATE
This anchor plate secures Base Bracket
leveling leg to the floor using anchor bolts
(Fasteners not included.) . .
Part No.
DC1242 PK10 •
STANDARD FINISH: GLV (Galvanized)
Rt CEIVED
CITY OF TUKWILA
PERMIT CENTER (o
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INSTALLATION INSTRUCTIONS
BASIC SHELVING
RLIOEIVED
art OF TUKWIIA
PERMIT CENTER
3/8 -16 X 3"
HEX HEAD BOLT
999 LOZIER CORPORATION
INSTALLATION INSTRUCTIONS
LOAD SPREADER
FOB TO FIT FLUSH LOW BASE
STEP I: Assemble uprite and base brackets according to the standard shelving instructions.
STEP 2: Lay these uprite —base bracket assemblies in the approximate location where they
are to be used.
STEP 3: Unpack the flush open backs, find the hardware and lay it with each unit.
STEP 4: Starting at one end of the run, stand the uprite assembly vertical.
STEP 5: Place a load spreader over the round hole on the outside of the uprite and
insert a hex head bolt thru the load spreader and uprite. (See figure 1)
STEP 6: Align the hole in the end of a flush open bock with the bolt and slide onto
bolt. Secure with load spreader and hex nut. Tighten finger tight only.
(See figure 1)
FIGURE I
UPRITE —BASE BRACKET
ASSEMBLY
6336 PERSHING DRIVE
OMAHA, NEBRASKA 68110
(800) 228 - 9882
LOAD SPREADER
3/8 -16 HEX NUT
FLUSH OPEN BACK
AI CE IVED
- CITY OF TUKWILA
PERMIT CENTER
82254 REV. A
QT #11442 01 - 06 - 99
PAGE 1 OF 2
,.,,..,•.�..,. �» KM. �.•. �.:. kKR+* mxm, w+:. rnr.!. r+ �eaK,sn•ua��v...:.�,.•..,_.....
JO -ANN STORES
BASE SHELF, DECK, AND KICKPLATE
BASE DECK (SD N)
BASE BRACKET (BB LB)
BASE DECK SIZE PART NUMBERS
FIXTURE WIDTH
3' 10" BASE 1 BB13LB; 1 CBF3LB; 1 SD311N
4' 10" BASE 1 BB13LB; 1 CBF4LB; 1 SD411N
3' 13" BASE 1 BB13LB; 1 CBF3LB; 1 SD313N
4' 13" BASE 1 BB13LB; 1 CBF4LB; 1 SD413N
3' 16" BASE 1 BB16LB; 1 CBF3LB; 1 SD316N
4' 16" BASE ' 1 BB16LB; 1 CBF4LB; 1 SD416N
3' 19" BASE 1 BB19LB; 1 CBF3LB; 1 SD319N
4' 19" BASE 1 BB19LB; 1 CBF4LB; 1 SD419N
4' 22" BASE 1 BB22LB; 1 CBF4LB; 1 SD422N
3' 22" BASE 1 BB25LB; 1 CBF3LB; 1 SD325N
4' 25" BASE 1 BB25LB; 1 CBF4LB; 1 SD425N
4' 36" BASE 1 BB36LB; 1 CBF4LB; 1 SD436N
AF E AKTMAIS
KICKPLATE (CBF_LB)
RECENED
CITY OF TUKWILA
PERMIT CENTER
9
BASE BRACKET (BB_LB)
JO -ANN STORES
FIXTURE BASE SHOE AND TRIM
VARIOUS SIZES
BASE DECK SIZE
10" BASE
13" BASE
16" BASE
19" BASE
22" BASE
25" BASE
36" BASE
PART NUMBERS
1 BB13LB; 1 D 3245
1 BB13LB; 1 BET13LB
1 BB16LB; 1 BET16LB
1 BB19LB; 1 BET19LB
1 BB22LB; 1 BET22LB
1 BB25LB; 1 BET25LB
1 BB36LB; 1 BET36LB
BASE END TRIM, PAIR
(BET LB OR DCJ
RECEIVED
- - CITY OF TUKWILA
PERMIT CENTER
10
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TOP RAIL (R4T)
UPRIGHT END TRIM
(UET48)
CENTER RAIL (R4C)
SPLICER RAIL (R4S)
CENTER RAIL (R4C)
SPLICER RAIL (R4S)
CENTER RAIL (R4C)
BOTTOM RAIL (R4B)
UPRIGHT END TRIM
(UET120)
I
4
NOTE:
BASE COMPONENTS NOT SHOWN.
REFER TO OPENING PAGES FOR
BASE DECK SIZES.
168 M
* UNITS EXCEEDING HEIGHT TO
DEPTH RATIO OF 6:1 MUST BE
PROPERLY ANCHORED. HEIGHT -
I�EI41 . IP ve wit COLOR
tie Af4b *6 Oth i+El4Mre E "
kFccu', TYPICAL?
M
ILIAIMEMEI
M = MAPLE (T65)
(BASE TRIMS AND
FRONTS ARE ALL
CHR BLACK)
P : PEGBOARD
M: MARTECK (SOLID HARDBD)
S = SLOTWALL
0 = OPEN BACK
X = PEG TO 90 "H. WITH
SLOTWALL ABOVE 90"
MARTECK BACK (BE448M)
UPRIGHT EXTENSION
(US48E)
MARTECK
MARTECK BACK
(BE466M)
UPRIGHT (US120LB)
F4EIVED
CITY OF TUKWILA
PERMIT CENTER
168M_M
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JO -ANN STORES
* UNITS EXCEEDING HEIGHT TO
DEPTH RATIO OF 6:1 MUST BE
PROPERLY ANCHORED. HEIGHT-- -
COLOR
SASE OPT
SACK STILE
TOP RAIL (R4T)
UPRIGHT END TRIM
(UET48)
CENTER RAIL (R4C)
SPLICER RAIL (R4S)
CENTER RAIL (R4C)
SPLICER RAIL (R4S)
CENTER RAIL (R4C)
BOTTOM RAIL (R4B)
UPRIGHT END TRIM
(UET120)
NOTE:
BASE COMPONENTS NOT SHOWN.
REFER TO OPENING PAGES FOR
BASE DECK SIZES.
*168 M P
ZZIEZMEI
M a MAPLE (T65)
(BASE TRIMS AND
FRONTS ARE ALL
CHR BLACK)
P = PEGBOARD
S s SLOTWALL
0 a OPEN BACK
X = PEG TO 90 "H. WITH
SLOTWALL ABOVE 90"
PEG BACK (BE448P)
UPRIGHT EXTENSION
(US48E)
PEG BACK (BE448P)
PEG BACK (BE466P)
UPRIGHT (US120LB)
RECEIVED
CITY OF TUKWILA
PERMIT CENTER
168M P I?/
JO -ANN STORES
* UNITS EXCEEDING HEIGHT TO
DEPTH RATIO OF 6:1 MUST BE
PROPERLY ANCHORED.
TOP RAIL (R4T)
UPRIGHT END TRIM
(UET48)
CENTER RAIL (R4SC)
W/ SUPPORT CLIP
(HBSC)
SPLICER RAIL (R4S)
CENTER RAIL (R4SC)
W/ SUPPORT CLIP
(HBSC)
CENTER RAIL (R4SC)
W/ SUPPORT CLIP
(HBSC)
HEAVY DUTY
BOTTOM RAIL (R4HDB)
UPRIGHT END TRIM
(U ET120)
NOTE:
BASE COMPONENTS NOT SHOWN.
REFER TO OPENING PAGES FOR
BASE DECK SIZES.
*168 M
HEIGHT
COLOR
WE OPT
SACK STYLE
S
M a MAPLE (T65)
(BASE TRIMS AND
FRONTS ARE ALL
CHR BLACK)
P = PEGBOARD
S = SLOTWALL
0 = OPEN BACK
X = PEG TO 90 "H. WITH
SLOTWALL ABOVE 90"
Z
~ W
6
00
W O.
W I
J I—
SLOTWALL BACK (BE448S) CO W
(TOP PANEL) ill 0
u_ Q
D
UPRIGHT EXTENSION I W
/ (US48E) z F
Z O
iii
SLOTWALL BACK W
( UPPER PANEL) U u CI
O
O F-
W W
SLOTWALL BACK u. 0
(C BC424S
ENTS PANEL) Cu N
O
Z
SLOTWALL BACK
(L (BLE454S)
OWER PANEL)
UPRIGHT (US120LB)
RLCEIVtD
CITY OF TUKWILA
PERMIT CENTER
13
168M _S
JO -ANN STORES
TOP RAIL (R4T)
* UNITS EXCEEDING HEIGHT TO
DEPTH RATIO OF 6:1 MUST BE
PROPERLY ANCHORED. HEIGHT ---
COLOR
SASE OFT
SACK STYLE
UPRIGHT END TRIM
(UET48)
SLOTWALL
CENTER RAIL (R4SC)
SLOTWALL
CENTER RAIL (R4SC)
SPLICER RAIL (R4S)
CENTER RAIL (R4C)
SPLICER RAIL (R4S)
CENTER RAIL (R4C)
UPRIGHT END TRIM
(UET120)
HEAVY DUTY
BOTTOM RAIL (R4HDB)
NOTE:
BASE COMPONENTS NOT SHOWN.
REFER TO OPENING PAGES FOR
BASE DECK SIZES.
*168 M X
...............
. 1 :..........:::":"..1.1..:1.1.. : .. : . .::: :::. .:. :. . ..
kJ MEI=
M = MAPLE (T8S)
(BASE TRIMS AND
FRONTS ARE ALL
CHR BLACK)
P = PEGBOARD
S : SLOTWALL
0 = OPEN BACK
X = PEG TO 90 "H. WITH
SLOTWALL ABOVE 90"
SLOTWALL BACK (BU424S)
SLOTWALL BACK (BLE454S)
UPRIGHT EXTENSION
(US48E)
PEG BACK (BE436P)
•
PEG BACK (BE448P)
UPRIGHT (US120LB)
RECEIVED
CITY OF TUICWILA
PERMIT CENTER
l'-f
168M X
9lt'�
a , W
JU
0 :
co 0
DJ i
w 0
gQ
co 3
Z Cy
=
Z H
I- O
Z H
• Lu
2 p
U
0 D.
uJ W
▪ 0
.Z .
w
U =
0 I"
z
JO -ANN STORES
TOP RAIL (R4T)
* UNITS EXCEEDING HEIGHT TO
DEPTH RATIO OF 6:1 MUST BE
PROPERLY ANCHORED.
UPRIGHT END TRIM
(UET48)
SLOTWALL
CENTER RAIL (R4SC)
W/ SUPPORT CLIP
(HBSC)
SLOTWALL BACK (BE448S)
SPLICER RAIL (R4S)
SLOTWALL
:ENTER RAIL (R4SC)
NI SUPPORT CLIP
(HBSC)
SLOTWALL BACK (BU436S)
HALF SPLICER RAIL (R4HS)
SLOTWALL BACK (BC424S)
SLOTWALL BACK (BLE454S)
SLOTWALL
CENTER RAIL (R4SC)
W/ SUPPORT CLIP
(HBSC)
HEAVY DUTY
BOTTOM RAIL (R4HDB)
NOTE:
BASE COMPONENTS NOT SHOWN.
REFER TO OPENING PAGES FOR
BASE DECK SIZES.
*168 M P
*168 M S
HEIGHT I I
COLOR
SASE OPT
SACK STYLE
. .. .. ... :::: h
::: :::::::::::
::::::::::::::::
A
M a MAPLE (T65)
(BASE TRIMS AND
FRONTS ARE AU.
CHR BLACK)
P = PEGBOARD
S = SLOTWALL
0 = OPEN BACK
X = PEG TO 90 "H. WITH
SLOTWALL ABOVE 90"
PEG BACK (BE448P)
UPRIGHT EXTENSION
(US48E)
PEG BACK (BE448P)
PEG BACK (BE466P)
PERMIT CENTER
l5
168M_P/168M_S
n
UPRIGHT (US120LB)
RECEIVED
CITY OF TUKWILA
Z
I I-
I- w
00
y 0
DJ
H
CO IL
w
w <
= ▪ W
Z F.
i- 0
Z F-
D 0
0
0 I—
w lu ;
9 - - O
IIJ
--- _
0 I
Z
JO -ANN STORES
TOP RAIL (R4T)
* UNITS EXCEEDING HEIGHT TO
DEPTH RATIO OF 6:1 MUST BE
PROPERLY ANCHORED.
UPRIGHT END TRIM
(UET48)
SLOTWALL
CENTER RAIL (R4SC)
SLOTWALL BACK (BU424S)
SLOTWALL
CENTER RAIL (R4SC)
SLOTWALL BACK (BLE454S)
SPLICER RAIL (R4S)
SLOTWALL BACK (BU430S)
SLOTWALL
CENTER RAIL (R4SC)
W/ SUPPORT CLIP
(HBSC)
HALF SPLICER RAIL (R4HS)
SLOTWALL BACK (BLE454S)
SLOTWALL
CENTER RAIL (R4SC)
W/ SUPPORT CLIP
(HBSC)
HEAVY DUTY
BOTTOM RAIL (R4HDB)
UPRIGHT END TRIM
(UET120)
NOTE:
BASE COMPONENTS NOT SHOWN.
REFER TO OPENING PAGES FOR
BASE DECK SIZES.
1
*168 M
*168 M
HEROHT-
COLOR
BASE DPT
SACK STYLE
M = MAPLE (T65)
(BASE TRIMS AND
FRONTS ARE ALL
CHR BLACK)
P :PEGBOARD
S = SLOTWALL
0 = OPEN BACK
X = PEG TO 90"H. WITH
SLOTWALL ABOVE 90"
SLOTWALL BACK (BU424S)
SLOTWALL BACK (BLE454S)
UPRIGHT EXTENSION
(US48E)
PEG BACK (BE436P)
PEG BACK (BE448P)
UPRIGHT (US120LB)
RECEIVED
CITY OF TUKWILA
PERMIT CENTER
f�
168M_X/168M_S
Z
W
Q � Q
JU
0 0 0
co
W
1
w
g a •
= W
Z F.
Z O.
2
0
O N'
w LL!
I= - H •
LL 0
w
U =
'Po I-
Z
TOP RAIL (R4T)
UPRIGHT END TRIM
(UET48)
SLOTWALL
CENTER RAIL (R4SC)
W/ SUPPORT CLIP
(HBSC)
PEG BACK (BE430P)
HALF SPLICER RAIL
(R4HS)
SLOTWALL
CENTER RAIL (R4SC)
W/ SUPPORT CLIP
(HBSC)
PEG BACK (BE448P)
SPLICER RAIL (R4S)
PEG BACK (BE436P)
SPLICER RAIL (R4S)
PEG BACK (BE448P)
CENTER RAIL (R4C)
BOTTOM DUTY (R4HDB)
UPRIGHT END TRIM
• (UET120)
JO -ANN STORES
* UNITS EXCEEDING HEIGHT TO
DEPTH RATIO OF 6:1 MUST BE
PROPERLY ANCHORED.
NOTE:
BASE COMPONENTS NOT SHOWN.
REFER TO OPENING PAGES FOR
BASE DECK SIZES.
HEIGHT - I I
COLOR 11
SASE OPT
SACK STYLE
*168 M X
*168 M P
M = MAPLE (T65)
(BASE TRIMS AND
FRONTS ARE ALL
CHR BLACK)
P = PEGBOARD
S = SLOTWALL
0 = OPEN BACK
X = PEG TO90 "H.WITH
SLOTWALL ABOVE 90"
SLOTWALL BACK (BU424S)
SLOTWALL BACK (BLE454S)
UPRIGHT EXTENSION
1 (US48E)
PEG BACK (BE436P)
PEG BACK (BE448P)
UPRIGHT (US120LB)
RECEIVED
CITY OF TUKWILA
PERMIT CENTER I �
I 68M X/168M P
z
~ W
rt 0
co W
J -
H
U U-
W 0
LQ
rn
=
Z F
Z ILI al
U �
.0 —
CI
w
2
w z
U -.
O f •
z
INSTALLATION INSTRUCTIONS
• iklr.., 'ihaal:..x.a.a.14.tig.: • '
ANCHORING
RECEIVEO
CITY OF TUKWIIA
PERMIT CENTER
16
Mf17:00
INSTALLATION INSTRUCTIONS
STEP I: After installing base front (CBE), slip slotted anchor over base bracket leveling leg.
STEP 2: Secure slotted anchor to floor with appropriate concrete wedge anchors.
STEP 3: Install base decks and remainder of shelving.
• BASE BRACKET SEISMIC ANCHOR:
BASE BRACKET
LEVELING LEG
ANCHOR PLATE
AITACHME.n1T VFIL
EnY,I & EEi2i n}G cik'_
6336 PERSHING DRIVE
OMAHA, NEBRASKA 68110
CEF
RECEIVED
CITY OF TUKWILA
PERMIT CENTER
S 34722 - 1 REV. B
PCR 38984 2 -5 -98
o rlysFir e
INSTALLATION INSTRUCTIONS
STEP I: After all adjustments on shelving run have been completed, place anchor over
uprite leveling bolt os shown.
STEP 2: Secure anchor to floor with floor anchor shown or its equivalent.
STEP 3: Complete installation of decks and shelving.
UPRITE
LEVELING BOLT
!tT .M i PER_
54 rOEFIZ*
UPRITE ANCHOR (DC1241)
6336 PERSHING DRIVE
OMAHA, NEBRASKA 68110
ANCHOR PLATE
BASE BRACKET
45' APPROX TO CLEAR BASE BRKTS
UPRITES AND RAILS
- -CITY OF TUIKWILA
PERMIT CENTEA
ZO
iy :.ia,., :.ilFs;3✓.}y,(� <W:�.
10 -28 REV. C
PCR 38984 2 -5 -98
INSTALLATION INSTRUCTIONS
All wall sections that may be loaded in excess of 12,000 inch - pounds unbalanced load must
be anchored to a suitable building wall or other structure to prevent collapse of the shelving.
Anchoring of all Wall Sections is recommended for limiting deflection under loaded conditions.
The purchaser of the fixture is responsible for determining the suitability of any specific wall
or structure to which shelving is anchored, for the selection of and /or proper installation of
the anchoring_ fasteners, hardware and materials, and for the workmanship of those performing
anchoring. These guidelines are meant to illustrate typical types of anchoring_ and • do no
constitute any endorsement by Lozier of any specific anchoring application. Each application
will vary due to the building, structure and materials used for anchoring, and professional
advice should be sought for each anchored installation.
Anchoring situations other than those illustrated may be encountered. As a guideline, each
anchoring location shown must provide 450 lbs. pull -out resistance and be located as shown
in these illustrations. Extreme care must be taken to insure that the building wall or other
structure is solid and suitable for anchoring and will support the load being anchored to it.
When properly anchored to a suitable building wall or structure with hardware and methods
illustrated, the maximum recommended unbalanced load for the shelving is 24,000 inch - pounds.
When anchoring wall sections for stability and /or alignment only, 1 x 4 blocking may be
used in place of the 2 x 4 blocking illustrated herein. However, wall sections unbalanced
load is limited to 12.000 pounds when 1 x 4 blocking is used.
Do NOT USE PLASTIC OR FIBER ANCHORS, CONCRETE NAILS OR REGULAR NAILS.
6" Max —r !1 to
rn
0
2 x 4 Blocking II y
(See page 3)
a.
2 x 4 Spacer
attached to wall
.t 48" O.C. Min. II m
CD
O
SINGLE LEVEL BLOCKING
WALL MOUNT BRACKET (DC2191)
2 x 4 Blocking
(See page 3)
2 x 4 Spacer
attached to wall
at 48" O.C. Min.
6336 PERSHING DRIVE
OMAHA, NEBRASKA 68110
(D
a)
0
cu
N
U
a
C
RECEIVED
ITY.OF TUKWILA
PERMIT CENTER
DOUBLE LEVEL BLOCKING
11 -83 REV. 0
38829 12 -10 -97
INSTALLATION INSTRUCTIONS
CENTER UPRITES— Slide Wall Mount Bracket over Uprite Side Channel. (See FIGURE 2).
Attach Woll Mount Bracket to approriate wall or 2 x 4 Blocking.
END UPRITES— Place Wall Mount Bracket over the lip of the Uprite side channel. (See FIGURE 3).
Attach Wall Mount Bracket to appropriate wall or 2 x 4 Blocking.
FIGURE 2
CENTER UPRITES
WALL MOUNT BRACKET (DC2191)
FIGURE 3
END UPRITES
REC
OITV OF TUKWILA
PERMIT CENTER
ZZ
6336 PERSHING DRIVE 11 -83 REV. 0
OMAHA, NEBRASKA 68110 38829 12 -10 -97
WALL MOUNT BRACKET (DC2191)
NOTE: All fasteners shown are minimum diameter and length for applications illustrated.
Wall Mount .
Bracket
INSTALLATION INSTRUCTIONS
m
m
0
0
0
2 x 4 Continous Blocking
(See below)
CONCRETE
WOOD STUD WALL
2x4 Blocking
1/4" x 3 1/4" Conc.
Wedge Anchor
1 1/4" Min. Embedment
2x4 Blocking
5/16" x 4" Lag Screw
at each stud
Use (2) #10 .x 1 1/2"
Wood Screws.
ALL TYPES OF WALL
WITH CONTINOUS BLOCKING
ATTACHING BLOCKING TO WALL
MASONRY
Use (2) 1/4" x 2 1/2"
Concrete Wedge
Anchors
DIRECTLY TO
CONCRETE WALL
2x4 Blocking
1/4" x 3 1/4" self—tapping
masonry. 1 1/4" Min.
Embedment into solid
material
2 Blocking
(2) #8 x 2 5/8• self —
drilling dry wall screws
at each' stud
RECEIVED
CITY OF TUKWILA
METAL STUD WALL (14 GA. MIN.)
PERMIT CEN
6336 PERSHING DRIVE 11 -83 REV. 0
OMAHA, NEBRASKA 68110 38829 12 -10 -97
% o1r z �-
G aQa: 1 Boa —.Q . Mm».! n+ mwr �hh+' YMVF* CWr. RM�MMnw�Y ?Mn4Hn+Mww.w.w....�,_..,
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111 mu
Do
O ▪ N
D H`
= :
H - :
• O
O -;
F= _
OH
Z„
JO -ANN STORES
SHELF SUPPORT BRACKETS
RECEIVED
CITY OF TUKWILA
' r.
PERMIT CENTER
'
z �.
uj
D 0:
O N'
0 1-,
W uj .
I
O
W z,
O 1 -
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ill Z
U =
O ~
Z
63843 -05
4.8954
N 1 p 14 i MIN
49 1/4 x 69 3/16
OBSOLETE
63040 -41
63040 -37
4.8954
• ( 1 � 14 I;1
46 1/2 x 71 1/2
46 3/4 x 96
11 CA
12 GA
OBSOLETE
63843 -03
63040 -36
� 99 T FM1 "
63843 -02
4.8954
�14EM
NOTE 3
OBSOLETE
11 CA
63040 -35
CUT FROM
I uASTER COL P/N
AVERAGE WEIGHT
LBS. /SO. FT
ORDER SHEET
THICKNESS
SHEET SIZE
NOTE 3
OBSOLETE
PART
NO
63040 -34
OBSOLETE
63040 -33
OBSOLETE
63040 -32
OBSOLLTE
63040 -31
OBSOLETE
63040 -30
OBSOLETE
63040 -29
OBSOLETE
63040 -28
OBSOLETE
63040 -27
OBSOLETE
6.3040-26
OBSOLETE
63040 -25
OBSOLETE
63040 -24
OBSOLETE
63040 -23
OBSOLETE
63040 -22
OBSOLETE
63040 -21
OBSOLETE
63040 -20
OBSOLETE
63040 -19
OBSOLETE
63040 -18
OBSOLETE
63040 -17
OBSOLETE
63040 -16
OBSOLETE
63040 -15
OBSOLETE
63040 -14
OBSOLETE
63040 -13
OBSOLETE
63040 -12
OBSOLETE
63040 -11
63843 -03
4.2427
099 Mitt
099 MI
NOTE 3
.099 MN
46
3/4 x 72 1/4
12 GA
63040 -10
63843 -03
4.2427
46
46
3/4 x 7 1 4
/
3/4 x 64 1/4
12 GA
12 GA
63040 -09
63040 -08
63843 -03
4.2427
OBSOLE1E
63040 -07
OBSOLETE
63040 -06
63843 -02
4.8954
.N 14 MIN —_
_ EA13d
47
7/8 x 69 29/32
11 GA
63040 -05
6.1843 -01
4.8954
46
3/4 x 60 1/4
OBSOLETE
11 GA
6.3040-04
63040 -03
OBSOLETE
63040 -02
OBSOLETE
63040 -01
CUT FROM
MASTER COIL P/N
AVERAGF WEIGH(
LBS, /SO. FT
ORDER Stir Et
THICKNESS
SIIEET SIZE
NOTE 3
GAUGE
PAR
NO
63843 -05
4.8954
N 1 p 14 i MIN
49 1/4 x 69 3/16
11 GA
63040 -41
63843 -04
4.8954
• ( 1 � 14 I;1
46 1/2 x 71 1/2
46 3/4 x 96
11 CA
12 GA
63040 -40
63040 -39
63843 -03
4.2427
� 99 T FM1 "
63843 -02
4.8954
�14EM
NOTE 3
47 7/8 x 96
11 CA
630M1D -38
CUT FROM
I uASTER COL P/N
AVERAGE WEIGHT
LBS. /SO. FT
ORDER SHEET
THICKNESS
SHEET SIZE
NOTE 3
GAUGE
PART
NO
'HIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF LOZ.LER CORPORATION
+ND IS FOR THE SOLE USE OF THE CUSTOMER FOR WHOM IT IS INTENDED.
NOTES;
1. COLD ROLLED STEEL SPECIFICATIONS:
COLD ROLLED STEEL SHEET, SAE #1022
FULL HARD TEMPER
107 000 PSI MINIMUM TENSILE STRENGTH (ANY DIRECTION)
MATTE FINISH OR SMOOTHER, LIGHTLY OILED
CARBON: .25t MAXIMUM
SILICON: .157. TO .307.
2. TOLERANCES:
A. THICKNESS: +.010 -.000
B. FLATNESS: AIM FOR 3/4 INCH MAXIMUM DEVIATION FROM
HORIZONTAL FLAT SURFACE.
C. WIDTH: +1 /4 INCH -0
D. LENGTH: +1/2 INCH -0
E. SQUARENESS: 1/16 MAXIMUM PEN 6 INCH WIDIII OR FRACTION
THEREOF. THE OUT -OF- SQUARE DEVIATION IS 1/2 OF THE
DIFFERENCE MEASURED ACROSS THE DIAGONALS OF A CUT
LENGTH SHEET.
3. SHIP ON PALLETS - MAXIMUM WEIGHT 10,000 LBS.
OVERHEAD CRANE - SHEET LIFTER LOADER
FORK LIFT REAR UNLOAD
4. AVERAGE WEIGHT 4.8954 LBS. /SQ. FT. (BASED ON .120 THICKNFSS AVERAGE)
4.2427 LBS. /SQ. FT. (BASED ON .104 THICKNESS AVERAGE)
'O
rn
C,
PROCUREMENT SPECIFICATION
63040
PAGE 1 OF,I
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12050 -72
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7
30.956
31
S- 49042 -8
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12050 -70
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27.956
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12050 -68
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S- 49040 -6
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24.956
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12050 -66
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21.956
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12050 -64
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19.956
20
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18.956
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16.956
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ITEM 2
CHANNEL
OTY
ITEM 1
BRACKE
NO. or
WELDS
A
NOM
PART
NO.
'HIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF LOZIER CORPORATION
tND IS FOR THE SOLE USE OF THE CUSTOMER FOR WHOM IT IS INTENDED.
A REF
NOTES;
1. SPOTWELDED CONSTRUCTION.
2. FINISH: PER ORDER.
3. SINGLE POINT WELDERS - END WELDS
ARE 1/2" FROM CHANNEL SUPPORT
OFFSET; REMAINING WELDS ARE
EQUALLY SPACED.
4. REQUIRED SPOT WELDS ARE MINIMUMS
AND MAY VARY DEPENDING ON THE
PROCESS.
5. WELDS BETWEEN END WELD LOCATIONS
ARE EQUALLY SPACED.
3/8 TO 1 3/8
—<(SEE NOTE 3)
B
C)
d 0
c 2
5
(ALL WELDS EXCEPT FRONT) 1/2
HOLE MUST
BE CLEAR
1/2 TO 1 3/8
.614 1.025
3/8
FLUSH
ON TOP
(WITHIN
±.020)
8
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a
0
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THIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF LOZIER CORPORATION
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ACTIVITY NUMBER: D2000 -073 DATE: 3 -3 -2000
PROJECT NAME: JO ANN STORE
SITE ADDRESS: 17501 SOUTHCENTER PARKWAY
XX Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter # Revision # After Permit Is Issued
DEPARTMENTS:
Building Division II Fire Prevention Ill
NA 3 t1-00 C, 3 - fo c �
Public Works n Structural n
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Approved
\PRROUTE.DOC
5/99
Comments:
TUES /THURS ROUTIN :
Please Route Structural Review Required n No further Review Required
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS: (ten days)
Approved Approved with Conditions U Not Approved (attach comments)
REVIEWER'S INITIALS: DATE:
CORRECTION DETERMINATION:
PERMIT COORD COPY
PLAN REVIEW /ROUTING SLIP
Incomplete n Not Applicable
Approved with Conditions
REVIEWER'S INITIALS:
Planning Division
Permit Coordinator
DUE DATE:3-7 -2000
DUE DATE 4 -4 -2000
DUE DATE
Not Approved (attach comments)
DATE:
r
Fire Department Review
Control #D2000 -073
(510)
Re: Joann Store - 17501 Southcenter Parkway, Suite #100
Dear Sir:
The attached set of building plans have been reviewed by
The Fire Prevention Bureau and are acceptable with the
following concerns:
1. The total number of fire extinguishers required for
your establishment is calculated at one extinguisher for
each 3000 sq. ft. of area. The extinguisher(s) should be
of the "All Purpose" (2A, 10B:C) dry chemical type. Travel
distance to any fire extinguisher must be 75' or less.
(NFPA 10, 3 -1.1)
Portable fire extinguishers shall be securely
installed on the hanger or in the bracket supplied,
placed in cabinets or wall recesses. The hanger or
bracket shall be securely and properly anchored to the
mounting surface in accordance with the manufacturer's
instructions. The extinguisher shall be installed so
that the top of the extinguisher is not more than 5
feet above the floor and the clearance between the
bottom of the extinguisher and the floor shall not be
less than 4 inches.
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439
Steven M. Mullet, Mayor
Fire Department Thomas P. Keefe, Fire Chief
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City of Tukwila
Page number 2
Steven M. Mullet, Mayor
Fire Department Thomas P. Keefe, Fire Chief
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. (NFPA 10,
4 -3, 4 -4 and 4 -4.3) Every six years, dry chemical and
halon type fire extinguishers shall be emptied and
subjected to the applicable recharge procedures.
(NFPA 10, 4 -4.1) 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)
2. No point in a sprinklered building may be more than
250 feet from an exit, measured along the path of travel.
(UBC 1004.2.5.2.2)
3. Refrain from blocking sprinkler coverage with
shelving. NFPA standard #13 states that any shelving or
decks in excess of 4 feet in width will require
installation of sprinklers thereunder.
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 #1742)
Contact The Tukwila Fire Prevention Bureau to witness
all required inspections and tests. (UFC 10.503)
(City Ordinance #1742)
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206 -575 -4439
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City of Tukwila
Fire Department Thomas P. Keefe, Fire Chief
Page number 3
Steven M. Mullet, Mayor
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All new fire alarm systems or modifications to _.
existing systems shall have the written approval of
The Tukwila Fire Prevention Bureau. No work shall z 0
commence until a fire department permit has been w w
obtained. (City Ordinance #1742) (UFC 1001.3) m `
Contact The Tukwila Fire Prevention Bureau to witness o N '
all required inspections and tests. (UFC 10.503) W �
(City Ordinance #1742) Z U
5. All electrical work and equipment shall conform 0
strictly to the standards of The National Electrical Code. w
(NFPA 70)
An aisle to and working space shall be provided for z
each electrical panel. An aisle width not less than
24 inches shall provide access to the panel and 30
inches of working space shall be provided directly in
front of the panel. (NEC 110- 16(a), NEC 110- 16(c))
Each circuit breaker shall be legibly marked to
indicate it's purpose. (NEC 110 -22)
6. Maintain minimum 6" longitudinal flue space between
back to back racks. (NFPA 231C)
7. In double row racks with heights of storage up to and
including 25', an average nominal 6" transverse flue space
between loads or at rack uprights shall be maintained.
(NFPA 231C 4 -3.1)
8. Nominal 6" transverse flue spaces between loads and at
rack uprights shall be maintained in single row, double row
and multiple row racks. Random variations in the width of
flue spaces or in their vertical alignment shall be
permitted. (NFPA 231c 4 -3.1)
9. Storage may not be closer than 36 inches in all
4. Do not obstruct horn /strobes with shelving. If
obstructed, relocation will be required.
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439
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City of Tuki,vila Steven M. Mullet, Mayor
Fire Department Thomas P. Keefe, Fire Chief
Page number 4
directions to ceiling - hung "Space or Unit" heaters. (UFC
1109.2)
10. Storage may not be closer than 18 inches below
sprinkler heads. (NFPA 13, 4 -2.5 and NFPA 231.5 -1)
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,
s Io
The Tukwila Fire Prevention Bureau
cc: TFD file
ncd
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 - 575.4404 • Fax: 206-575-4439
.a..x.,.Jo.
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#1
Zoo - `13/.- 3471
REGISTERED AS PROVIDED BY LAW AS
CONST CONT SPECIALTY
REGIST. # EXP. DATE
CCEX HJMARSIO22NF 10/01/2000
EFFECTIVE DATE 08/06/1998
H J MARTIN & SON INC
PO BOX 11387
GREEN B WI 54307 -1387
Signature
Issued by DEPA 'T 1 ENT OF LABOR /. ND INDUSTRIES
You must be prepared to show this card to a Dept. of Labor
& Industries inspector. You cannot allow anyone else to
use this card. You may be asked to provide a second piece
of identification.
You must notify this office in writing of any address
change. Failure to do so may result in your NOT receiving
a notice of renewal.
If trainee: This training certificate does NOT indicate that
the holder is enrolled in an apprenticeship program
approved under RCW 49.04.