HomeMy WebLinkAboutPermit D03-312 - SOUTHCENTER MALL - ABERCROMBIE AND FITCH - TENANT IMPROVEMENTABERCROMBIE &
FITCH
834 SOUTHCENTER
MALL
D03 -312
Parcel No.: 2623049004 Permit Number: D03-312
Address: 834 SOUTHCENTER MALL TUKW Issue Date: 10/23/2003
Suite No: Permit Expires On: 04/20/2004
Tenant:
Name: ABERCROMBIE & FITCH
Address: 834 SOUTHCENTER MALL, TUKWILA, WA
Owner:
Name: 3G SOUTHCENTER LTD
Address: 25425 CENTER RIDGE RD, CLEVELAND OH
Contact Person:
Name: MARTIN STOLARIK
Address: 777 MAIN ST, STE 950, FT. WORTH, TX
Contractor:
Name: WESTWOOD CONTRACTORS INC.
Address: 200 S 333RD ST #244, FEDERAL WAY WA
Contractor License No: WESTWCI088BF
DESCRIPTION OF WORK:
RELOCATING EXISTING ROLLING RACKS UNITS AND ADDING 2 NEW SECTIONS.
Value of Construction: $ $0.00 Fees Collected: $141.86
Type of Fire Protection: SPRINKLERS Uniform Building Code Edition: 1997
Type of Construction: VN Occupancy per UBC: 0023
Water Meter:
doc: Devperm
City of Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: N
Water Main Extension: N Private: N
N
Sanitary Side Sewer: N
Sewer Main Extension: N Private: N
Storm Drainage: N
Street Use: N Profit: N
DEVELOPMENT PERMIT
Fire Loop Hydrant: N Number: 0 Size (Inches): 0
Flood Control Zone: N
Hauling: N Start Time: End Time:
Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y.
Landscape Irrigation: N
Moving Oversize Load: N Start Time: End Time:
D03 -312
Phone:
Phone: 817 896 -9775
Phone: 206 661 -0800
Expiration Date:09 /03/2004
Public: N
Non - Profit: N
Public: N
Printed: 10 -23 -2003
Signature:
doc: Devperm
City of Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
Permit Center Authorized Signature: ^ ( / (C r -L (7
The granting of this permit does not presume to
regulating constrt.tion qr the p of w
D03 -312
Date: /04)3k
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.
e authority to violate or cancel the provisions of any other state or local laws
I am authorized to sign and obtain this development permit.
Date: /0 3/ b
Print Name: )111NM n - fn7114 <
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.
Printed: 10 -23 -2003
Property Owners Name:
Mailing Address:
Name:
Mailing Address:
E -Mail Address:
Contact Person: 0401
E -Mail Address:
Company Name:
Mailing Address:
Contact Person:
E -Mail Address:
Company Name:
Mailing Address:
\applications'pamit application (3.2003)
CITY OF TUKWIL4
Community Development Department
Public Works Department
Permit..Genter - a- .
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
Site Address: Oct- C
Company Name:
Mailing Address: '777 Ma tt')
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
**Please Print**
Tenant Name: 1" z r 1, row) 6 e Ft-l
Contact Person:
E -Mail Address:
King Co Assessor's Tax No.:
Suite Number:E — 55
(N
City
Day Telephone: ( R1 7 '$q ( : R l 7 5
City
Fax Number:
GENE RAL
Floor:
New Tenant: [] .... Yes ❑ ..No
State
State
Zip
Zip
State Zip
Day Telephone: 7 R ( cr
Fax Number:
State
State
Zip
Zip
Contractor Registration Number: Expiration Date:
**An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance **
ARCHITECT OF:RECO = Alt pla ns must be.wet'stamped by Airchitect o Record.
City
Day Telephone:
Fax Number:
':ENGINEER OF :RECORD AI {,plans must be ; wef stamped tiy:Eingineer o ' Reeord
City
Day Telephone:
Fax Number:
:=B ILDING PERMI:T:INF..ORMA 'TO 0 431 =3.
,•• t o . ? to o: a't F, C. ' :E:'.:•xx ` i
roject (contractor's bid price): $ 3000,
Existing Building Valuation: $
Scope of Work (please provide detailed information): t�
e t tX 1 s'f : CC. )he.A ti • v s, 4 C a Se ell clh s
Will there be new rack storage? 0 ..Yes ❑ .. No If "yes ", see Handout No. for requirements.
Provide All Building Areas in Square Footage Below
1 "'Floor
2"°;Floor.i
to
..: Floor
Floors:
Basement' :!
Accessory= Structure!
;•Attached. Garage; :..
'Detached Garage.
._Attached : Carport:
Detached :CarpQ!
;.Cov'ered Deck
• Uncovered Deck
Addition :to
Existing
Structure :
-;Type
Construction
.per UBC
:
7. Type of
Occupancy. per
UBC
PLANNING DIVISION:
Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: Compact: Handicap:
Will there be a change in use? J ....Yes ❑ ..No If "yes ", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
❑..Sprinklers ❑..Automatic Fire Alarm ❑..None ❑ . Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes ❑ ..No
If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets.
.appliations\permit application (3.2003)
3/2003
Page 2
Scope of Work (please provide detailed information):
❑ ...Total Cut
❑ ...Total Fill
\a pplications \permit application (3-2003)
3/2003
Call before you Dig: 1- 800 - 424 -5555
Please:referto PubiicVorks Bulletin #1 for,fees and estimate :sheet.
Water District
❑ ...Tukwila ❑... Water District #125
❑ ... Water Availability Provided
Sewer District
❑ ...Tukwila ❑... ValVue ❑ .. Renton ❑ ...Seattle
❑ ...Sewer Use Certificate 0... Sewer Availability Provided ❑ .. Approved Septic Plans Provided
❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department.
Submitted with Application (mark boxes which apply):
❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ")
❑ ...Technical Information Report (Storm Drainage)
❑ ...Bond ❑ .. Insurance ❑ .. Easement(s)
Proposed Activities (mark boxes that apply):
❑ ...Right -of -way Use - Nonprofit for Tess than 72 hours
❑ ...Right -of -way Use - No Disturbance
❑ ...Construction/Excavation/Fill - Right -of -way
Non Right -of -way
cubic yards
cubic yards
❑...Sanitary Side Sewer
❑ ...Cap or Remove Utilities
❑ ...Frontage Improvements
❑ ...Traffic Control
❑ ...Backflow Prevention - Fire Protection
Irrigation
Domestic Water
❑ ...Permanent Water Meter Size...
❑ ...Temporary Water Meter Size..
❑ ... Water Only Meter Size
❑ ...Sewer Main Extension Public _
❑ ...Water Main Extension Public _
❑ .. Abandon Septic Tank
❑ .. Curb Cut
❑ .. Pavement Cut
❑ .. Looped Fire Line
1,
If
„
WO#
WO#
WO#
Private
Private
❑ .. Highline
❑ ...Renton
❑ .. Geotechnical Report ❑ ...Traffic Impact Analysis
❑ .. Maintenance Agreement(s) ❑...Hold Harmless
❑ .. Right -of -way Use - Profit for less than 72 hours
❑ .. Right -of -way Use — Potential Disturbance
❑ .. Work in Flood Zone
❑ .. Storm Drainage
Page 3
❑ .. Grease Interceptor
❑ .. Channelization
❑ .. Trench Excavation
❑ .. Utility Undergrounding
❑.. .Deduct Water Meter Size
FINANCE INFORMATION
Fire Line Size at Property Line
❑ ...Water ❑ ...Sewer
Monthly Service Billing to:
Name:
Mailing Address:
Water Meter Refund/Billing:
Name:
Mailing Address:
Number of Public Fire Hydrant(s)
❑ ...Sewage Treatment
Day Telephone:
City
State
Zip
Day Telephone:
City
State
Zip
Unit Type:'.:
Qty
,Unit Type '
Qty `
Unit Type:
Qty '
::Boiler /Compressor:
Qty
Furnace <I00K BTU
Air Handling Unit
>= 10,000 CFM
Other Mechanical
Equipment
0 -3 HP /100,000 BTU
Furnace >100K BTU
Evaporator Cooler
3 -15 HP /500,000 BTU
Floor Furnace
Ventilation Fan
15 -30 HP /1,000,000 BTU
Suspended/Wall/Floor
Mounted Heater
Ventilation System
30 -50 HP /1,750,000 BTU
Appliance Vent
Hood
50+ HP /1,750,000 BTU
Heat/Refrig/Cooling
System
Incinerator - Domestic
Air Handling Unit
<= 10,000 CFM
Incinerator — Comm/Ind
rAECHANICAL.
E
MECHANICAL CONTRACTOR INFORMATION
Company Name:
Mailing Address:
City State Zip
Day Telephone:
Fax Number:
Contact Person:
E -Mail Address:
Contractor Registration Number: Expiration Date:
* *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance **
Valuation of Project (contractor's bid price): $
Scope of Work (please provide detailed information):
Use: Residential: New .... ❑ Replacement ....❑
Commercial: New ....0 Replacement ....0
Fuel Type: Electric 0 Gas ....D Other:
Indicate type of mechanical work being installed and the quantity below:
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.
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLI t • ION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, • N 1 M UTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING • ' R OR AUTHORI ED AGEN :
Signature: ,� t , , a c
Print Name:
V Mailing Address:
Date Application Accepted:
3
'applieationatperrnit application (3 -2003)
3/2003
Date Application Expires:
Page 4
City
Date: /0/6/03
y Telephone:
410 F ina l
State Zip
Staff Initi J
City of Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
PERMIT CONDITIONS
Parcel No.: 2623049004 Permit Number: D03 -312
Address: 834 SOUTHCENTER MALL TUKW Status: ISSUED
Suite No: Applied Date: 10/06/2003
Tenant: ABERCROMBIE & FITCH Issue Date: 10/23/2003
1: ** *BUILDING DEPARTMENT CONDITIONS * **
2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division.
3: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any
construction. These documents are to be maintained and available until final inspection approval is granted.
4: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997
Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition).
5: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be
construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any
other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this
code shall be valid.
6: Manufacturers installation instructions required on site for the building inspectors review.
7: ** *FIRE DEPARTMENT CONDITIONS * **
8: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following
concerns:
9: 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.
10: 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 recorgnized by the City of Tukwila, prior to submittal
to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance
#1901)
11: Maintain minimum 6" longitudinal flue space between back to back racks. (NFPA 13)
12: Storage may not be closer than 36 inches in all directions to ceiling -hung "Space or Unit" heaters. (UFC 1109.2)
13: Storage may not be closer than 18 inches below sprinkler heads. (NFPA 13, 4 -2.5)
14: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of
such condition or violation,
15: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at
(206)575 -4407.
doc: Conditions
D03 -312
Printed: 10 -23 -2003
l+i
:.,::..C::u;rss;2Aw.t cHSY{ si4sSsucA? rf iss: R4swliUfaa1 .)23;.;,isS.,w'y:f'r:s .t }: auk�� ti�.�,dtiikl ;4`h'tl�QtAiSk:, k :l�F :; ;is..n" kr,,
Signature:
doc: Conditions
City of Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
I hereby certify that I have read these conditions and will comply with them
governing this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or
regulating construction or the performance of work.
Print Name: 12& � 4 1 t -otv/l
D03 -312
as outlined. All provisions of law and ordinances
cancel the provision of any other work or local laws
Date: 0(J / %:' 6 3
Printed: 10 -23 -2003
City of Tukwila
6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
Parcel No.: 2623049004
Address: 834 SOUTHCENTER MALL TUKW
Suite No:
Applicant: ABERCROMBIE & FITCH
Receipt No.: R03 -01215 Payment Amount: 54.11
Initials: SKS Payment Date: 10/06/2003 11:11 AM
User ID: 1165 Balance: $87.75
Payee: MARTIN STOLARIK
TRANSACTION LIST:
Type Method Description Amount
doc: Receipt
Payment Cash
ACCOUNT ITEM LIST:
Description Account Code Current Pmts
PLAN CHECK - NONRES
RECEIPT
Permit Number: D03 -312
Status: PENDING
Applied Date: 10/06/2003
Issue Date:
54.11
000/345.830 54.11
Total: 54.11
3374 1.0/07 9716 TOTAL 54.11 ; .
Printed: 10 -06 -2003
Payee:
ACCOUNT ITEM LIST:
Description
doc: Receipt
City of Tukwila
6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
Z
1Z
�- W
Parcel No.: 2623049004 Permit Number: D03 -312 _i o
Address: 834 SOUTHCENTER MALL TUKW Status: APPROVED w 0
Suite No: Applied Date: 10/06/2003 J =
Applicant: ABERCROMBIE & FITCH Issue Date: I '
W ° }
� Q Receipt No.: R03 -01287 Payment Amount: 87,75
N d .
Initials: LAW Payment Date: 10/23/2003 12:19 PM I. i
User ID: 1630 Balance: $0.00 ? 1
I— O
Z I—
0 co
O—
0 I—
LL u j
H U
WESTWOOD CONTRACTORS
TRANSACTION LIST:
Type Method Description Amount Il.�
.. Z
Payment Cash 87.75 U
O
Z
BUILDING - NONRES
STATE BUILDING SURCHARGE
RECEIPT
Account Code Current Pmts
000/322.100 83.25
000/386.904 4.50
Total: 87.75
.A019 10/24 9/16 TOTAL 87.75
Printed: 10 -23 -2003
Project: I 1
/C A / Z? 01- C i j r 61/
Type of Inspegn:
1
dress
Ig3Lf c),c, ma I (
Date Called:
■ i 1 lir
Special Instructions:
Date Wanted:
1 I() (0
Requester:
P ri e lt7/ } —
Phone
eri—wice-9775
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
003 7.3ra
PERMI
(206)431-3670
rletp .... \
proved per applicable codes. El Corrections required prior to approval.
COMMENTS:
•PeA,A-C-A 4,to
vAcJ
Inspe or:
e A )
Date:
_90 r)
$47 0 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be
pail at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:,
Date:
Pr ec
Type of Ins .c tion�: ,a
Argil, 2 , C r 1
`4_1
Date Called: l ` qlt)3
Special Instructions:
Date Wanted:
i/ 1
a.m.
e7m .
Requester:
04_ etmpr
No:
PIt'L1— qi(49—q 15.
A
INSPECTION RECORD
Retain a copy with permit
SPECTIwN NO. PERMI
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #1 Tukwila, WA 98188 (206)431 -3670
El Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
•
.41
$47.00 REINSPECTIO . EE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcen er Blvd., Suite 100. CaII to schedule reinspection.
Receipt No.:
Date:
City of Tukwila
Fire Department
Project Name ! fl- a�^ Si �. - F `
Address 5U.. {° l.� cr_. /eif f / /
Approved without correction notice
Approved with correction notice issued
'Retain..current. inspection schedule
Needs shift inspection
Sprinklers:
Fire Alarm:
Hood & Duct:
Halon:
Monitor:
Pre -Fire:
Permits:
Authorized Signa- ure
~: t r �'•�.`5 � t,` �r} raj l � . ti i T ��;µ�(.�'; , +F j �`r''YC . •,•.�� ��.��i',.�:�T?ti,�r'T^I ��!J�l ��'�Y'v .i�..�.'...
FINALAPP.FRM Rev. 2/19/98
TUKWILA FIRE DEPARTMENT
FINAL APPROVAL FORM
Steven M. Mullet, Mayor
Thomas P. Keefe, Fire Chief
Permit No. al /�
Suite #
/ /i Vb.:3
Date
T.F.D. Form F.P. 85
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439
,�.,,...�a..n•a,,.n F.rL:.,�i��i:i� '...::i•..1�,i.iL.�
STORAGE RACKS
DRIVE-IN RACKS
CANTILEVER RACKS
MEZZANINES
CONVEYORS
CAROUSELS
PUSHBACK RACKS
RACK BUILDINGS
STEEL SHELVING
MOVABLE SHELVING
STORAGE TANKS
MODULAR OFFICES
GONDOLAS
BOOKSTACKS
FLOW RACKS
FOOTINGS
I understand that the
s ub;er.' :o errors
G , , .s ?'.its, r'
1.
SEIZMIC
MATERIAL HANDLING ENGINEERING
EST. 1985
SEISMIC ANALYSIS
STRUCTURAL DESIGN
CITY APPROVALS
STATE APPROVALS
PRODUCT TESTING
FIELD INSPECTION
SPECIAL FABRICATION
PERMITTING SERVICES
Plan Check approvals are
orl'iiSsi'..m . and approval of
the v: :;tiof o arty
•
ALASKA
ARIZONA
CALIFORNIA
COLORADO
CONNECTICUT
GEORGIA
IDAHO
ILLINOIS
SEISMIC ANALYSIS OF
VABLE/ STATIONARY LIGHT DUTY STORAGE FIX
FOR
ABERCROMBIE & FITCH
834 SOUTHCENTER PARKWAY
SEATTLE, WA
JOB #:03 -1208
APPROVED BY
PR 1 .2004
161 ATLANTIC STREET • POMONA • CA 91768 • TEL : (909)869 -0989 • FAX : (909)869 -0981
Dp•-3 1 2.
INDIANA
KANSAS
MICHIGAN
MINNESOTA
MISSOURI
MONTANA
NEVADA
NEW MEXICO
CITY Of TUK'WLA
APPROVED
OCT 2 1 2603
WILD
RECEIVED
CITY OF TUKWILA
" . '3
PERMIT CENTER
OHIO
OKLAHOMA
OREGON
PENNSYLVANIA
TEXAS
UTAH
VIRGINIA
WASHINGTON
WISCONSIN
•
SEIZMIC
i
INC.
MATERIAL HANDLING ENGINEERING
TEL: (909) 869-0989 • FAX: (909) 869 -0981
161 ATLANTIC AVENUE • POMONA • CA 91768
PROJECT ABERCROMBIE & FITCH
FOR ABERCROMBIE & FITCH
SHEET NO. 2 OF 1 3
CALCULATED BY J.J. DATE 9/4/03
TABLE OF CONTENTS
DESCRIPTION
COVER PAGE
TABLE OF CONTENTS,'
PROJECT SCOPE & PARAMETERS
GENERAL CONFIGURATIONS
SUMMARY & ELEVATIONS
LOADS & DISTRIBUTION
LONGITUDINAL & TRANSVERSE ANALYSIS
COLUMN ANALYSIS
RIVET CONNECTION CHECK
SHELF ANALYSIS
OVERTURNING ANALYSIS
SLAB & SOIL CHECK
PAGE#
1
6
9
10
11 TO 12
13
F- ----- - - -------- - - - ---- - - - - -I
70 LB
13"
96"
70 LB
13
1/2"
13
1/2"
l'
70 LB
70 LB
13
/2"
70 LB
13
1/2"
70 LB
13
1/2"
14 5/16"
70 LB
36"
S
INC.
MATERIAL HANDLING ENGINEERING
TEL: (909) 869-0989 • FAX: (909) 869 -0981
161 ATLANTIC AVENUE • POMONA • CA 91768
PROJECT ABERCROMBIE & FITCH
FOR ABERCROMBIE & FITCH
SHEET NO. 3 OF 1 3
CALCULATED BY
J.J.
DATE
9/4/03
SUMMARY & ELEVATION
ELEVATION:
SUMMARY:
70 LB
SEISMIC ZONE - 3
SINGLE BAY WEIGHT/ LVL - 70 LB
DOUBLE BAY (SIDE x SIDE) WEIGHT/ LVL - 140 LB
31 1/4"
COLUMN 1 T POST
STRESS = 0.45
STRESS = 0.012
STRESS = 0.000
OK
OVERTURNING
OK
BEAM 1 DRLP
STRESS = 0.11
OK
(
DOUBLE RIVET CONNECTION
STRESS = 0.11
OK
COLUMN 2 DBL ANGLE
SLAB & SOIL
STRESS = 0.20
STRESS = 0.07
NOTE: USE (1) 1/4 "0 x 2" MIN. EMBD. HILT! KWIKBOLT II WEDGE ANCHOR
r agesill'illiall'ilaill aOISEIZMIC.•
INC.
MATERIAL HANDLING ENGINEERING
TEL: (909) 869.0989 • FAX: (909) 869 -0981
161 ATLANTIC AVENUE • POMONA • CA 91768
PROJECT ABERCROMBIE & FITCH
ADR ABERCROMBIE & FITCH
SHEET NO. 4 OF 13
CALCULATED BY
J.J.
DATE
9/4/03
LIGHT DUTY STORAGE FIXTURES
PROJECT SCOPE
THE PURPOSE OF THIS,ANALYSIS IS TO SHOW THAT THE FOLLOWING LIGHT DUTY
STORAGE FIXTURE COMPLIES WITH THE 1997 UBC.
PARAMETERS
SYSTEM WILL BE ANALYZED AS AN ELEMENT UTILIZING THE FOLLOWING
FORMULA:
SPECIFICATIONS
WHERE:
V= 2.5xCax1xW /R <== SECTION 1630.2.1
STEEL - Fy = 36000 PSI
BOLTS - A307 UNLESS OTHERWISE NOTED
RIVETS - Fy = 55,000 PSI
ANCHORS - 1/4"0 x 2" MIN. EMBD. HILTI KWIKBOLT II WEDGE ANCHOR ICBO #4627
SHELVES - PARTICLE BOARD OR PLYWOOD
SLAB - 4 IN x 2000 PSI
SOIL - 1,000 PSF
Ca = 0.36
=1.0
R = 4.4 < == FOR BRACED FRAME
R = 5.6 < == FOR MOMENT FRAMES
W = LL/n + DL
n =1
1.4 < = == WORKING STRESS REDUCTION
SEIZMIC.
INC.
MATERIAL HANDLING ENGINEERING
TEL: (909) 869-0989 • FAX: (909) 869 -0981
161 ATLANTIC AVENUE • POMONA • CA 91768
PROJECT ABERCROMBIE & FITCH
FOR ABERCROMBIE & FITCH
SHEET NO. 5 OF 1 3
CALCULATED BY
J.J. DATE 9/4/03
GENERAL CONFIGURATIONS:
1) POST
2) FOOT PLATE
3) ANCHOR
5) BEAMS
7) SHELF
9) GUIDE RAIL
10) CARRIAGE
11) ANTI -TIP
NOTE: THIS IS THE TRIBUTARY SYSTEM BEING ANALYZED.
LEVEL
wx(DL + LL)
hx
wx hx
Fi
Movt
r N CO '[t in CO t` CO
160 LB
1.5 IN
240
0.3 LB
0 IN -LB
160 LB
15.5 IN
2,480
2.9 LB
45 IN -LB
160 LB
29.0 IN
4,640
5.4 LB
157 IN -LB
160 LB
42.5 IN
6,800
7.9 LB
338 IN -LB
160 LB
56.0 IN
8,960
10.5 LB
586 IN -LB
160 LB
69.5 IN
11,120
13.0 LB
903 IN -LB
160 LB
83.0 IN
13,280
15.5 LB
1,288 IN -LB
160 LB
96.0 IN
15,360
17.9 LB
1,723 IN -LB
TOTAL =
62,880
73 LB
5,040 IN -LB
S
INC.
MATERIAL HANDLING ENGINEERING
TEL: (909) 869 -0989 • FAX: (909) 869-0981
161 ATLANTIC AVENUE • POMONA • CA 91768
LOADS & DISTRIBUTION
ANALYSIS WILL BE BASED ON THE 1997 UBC, WHERE SEISMIC SHEAR IS DERIVED AS:
SEISMIC SHEAR
V= 2.5xCax1xW /R
1.4 < = == WORKING STRESS REDUCTION
Ca = 0.36
1 = 1
R = 4.4 c== BRACED FRAMES
R = 5.6 < == MOMENT FRAMES
n =1
#of SHELF LVLS = 8
SHELF LL = 70 LB /LVL
DL/LEVEL = 10 LB /LVL
TOTAL LL = 560 LB
TOTAL DL = 80 LB
<_= ACTUAL SHELF LEVELS
< == ACTUAL SHELF LIVE LOAD
c == ACTUAL SHELF DEAD LOAD
V= 2.5 x 0.36 x 1 x(560LB/1 +80 LB) 15.6x1.4
= 73 LB
PROJECT ABERCROMBIE & FITCH
FOR ABERCROMBIE & FITCH
SHEET NO. 6 OF 1 3
CALCULATED BY J.J • DATE 9/4/03
r i rZ 11 1 11111114114111 111MIC
INC.
MATERIAL HANDLING ENGINEERING
TEL: (909) 869-0989 • FAX: (909) 869-0981
161 ATLANTIC AVENUE • POMONA • CA 91768
PROJECT
FOR
SHEET NO.
CALCULATED BY
ABERCROMBIE & FITCH
ABERCROMBIE & FITCH
7 OF 13
J.J. DATE 9/4/03
LONGITUDINAL & TRANSVERSE ANALYSIS
COLUMN FORCES
Mbase = 0 IN -LB
Pcol(seismic) = Movt/d
= 161 LB
Vcol = V/2 = 37 LB
Mcol(1 -1) = Vcol x hi - Mbase
= 37 LB x 1.5 IN - O IN -LB
= 55 IN -LB
Mcol(2 -2) = [Vcol - SFi /2] x hi /2
= [37 - 0.1] LB x 14 IN / 2
= 256 IN -LB
Mcol(3 -3) = 237 IN -LB
Mcol(4 -4) = 219 IN -LB
BEAM TO COLUMN MOMENTS
Mconn(1 -1) = [Mcol(1 -1) + Mcol(2 -2)] / 2
= 156 IN -LB
Mconn(2 -2) = 247 IN -LB
Mconn(3 -3) = 228 IN -LB
Mconn(4 -4) = 206 IN -LB
< = =BASE ASSUMED TO BE PINNED
Pcol(1 -1) = 640 LB
Pcol(2 -2) = 560 LB
Pcol(3 -3) = 480 LB
Pcol(4 -4) = 400 LB
< == COLUMN CHECK
< == CONNECTION CHECK
SEIZMIC
INC.
MATERIAL HANDLING ENGINEERING
TEL: (909) 869 -0989 • FAX: (909) 869 -0981
161 ATLANTIC AVENUE • POMONA • CA 91768
PROJECT ABERCROMBIE & FITCH
FOR ABERCROMBIE & FITCH
SHEET NO. 8 OF 1 3
CALCULATED BY
J.J.
DATE
9/4/03
COLUMN ANALYSIS -T POST
ANALYZED PER AISI & THE 1997 UBC, SECTION PROPERTIES BASED ON THE EFFECTIVE SECTION.
Ptotal= 721 LB
Mmax= 256 IN -LB
AXIAL
KxLx /rx = 1.2 *15 IN/0.467 IN
= 38.5
KyLy /ry = 1.2 *15 I N/0.7568 IN
= 23.8
Fe= n "2E /(KUr)max "2
= 196.OKSI
Fy /2= 18.0 KSI
SINCE, Fe > Fy /2
THEN, Fn= Fy(1- Fy /4Fe)
= 36 KSI *[1 -36 KSI /(4 *196 KSI)]
= 34.3 KSI
Pn= Aeff *Fn
= 7,160 LB
Pc= 1.92
<___ (KI /r)max
1 5/16"
16 ga.
1 1/2"
3 5/16"
SECTION PROPERTIES
Pa= Pn /52c
= 7160 LB/1.92 t = 0.060 IN
= 3,729 LB Aeff = 0.208 IN "2
P /Pa= 0.19 > 0.15 Ix = 0.045 IN"4
FLEXURE Sx = 0.047 IN "3
CHECK: P /Pa + (Cmx *Mx) /(Max * µx) _< 1.33 rx = 0.467 IN
P /Pao + Mx /Max <_ 1.33 ly = 0.119 INA4
Pno= Ae *Fy Sy = 0.075 INA3
= 0.208 INA2 *36000 PSI ry = 0.757 IN
= 7,505 LB Kx = 1.20
Pao= Pno /52c Lx = 15.0 IN
= 7505 LB /1.92 Ky = 1.20
= 3,909 LB Ly = 15.0 IN
Myield =My= Sx *Fy Fy= 36 KSI
= 0.047 INA3 * 36000 PSI E= 29,500 KSI
= 1,706 IN -LB
Max= My /52f
= 1706 IN- LB/1.67
= 1,021 IN -LB
Pcr= n"2EI /(KL)max "2
= n "2 *29500000 PSI/(1.2 *15 IN)A2 µx= {1/[1- (52c *P /Pcr)] }" -1
= 40,851 LB = 11 /[1- (1.92 *721 LB/40851 LB)] }" -1
= 0.97
THUS,
(721 LB/3729 LB) + (1 *256 IN -LB) /(1021 IN -LB *0.97) = 0.45 < 1.33, OK
(721 LB /3909 LB) + (256 IN- LB/1021 IN -LB) = 0.44 < 1.33, OK
S2f= 1.67
Cmx= 1.00
Cb= 1.0
SEIZMIC
INC.
MATERIAL HANDLING ENGINEERING
TEL: (909) 869-0989 • FAX: (909) 869 -0981
161 ATLANTIC AVENUE • POMONA • CA 91768
PROJECT ABERCROMBIE & FITCH
FOR ABERCROMBIE & FITCH
SHEET NO. 9 OF 1 3
CALCULATED BY
J.J. DATE 9/4/03
CHECK CAPACITY OF DOUBLE RIVET BEAM CONNECTION
SINCE THE FRAME IS ASSUMED TO RESIST THE SEISMIC LOADS AS A MOMENT RESISTING
FRAME, THE CAPACITY OF THE RIVET BEAM CONNECTION SHALL BE DETERMINED.
Mconn= 247 IN -LB '
CAPACITY OF STUD IN SHEAR
Valiow= 0.4 * Fy * AREA * 1.33
= 1,440 LB
Mallow= Vailow * d
= 2,160 LB > Mconn OK
1/4" DIAM. RIVET @ 1 -1/2"
AREA= 0.049 INA2
Fy= 55,000 PSI
" SEIZMIC
INC.
MATERIAL HANDLING ENGINEERING
TEL: (909) 869 -0989 • FAX: (909) 869 -0981
161 ATLANTIC AVENUE • POMONA • CA 91768
PROJECT ABERCROMBIE & FITCH
FOR ABERCROMBIE & FITCH
SHEET NO. 1 0 OF 1 3
CALCULATED BY
J.J. DATE 9/4/03
SHELF ANALYSIS
THE SHELF SHALL BE ANALYZED TO DETERMINE THE ADEQUACY OF THE COMPONENTS TO CARRY THE GIVEN STATIC
LOADS. ASSUME SIMPLY SUPPORTED END CONDITIONS.
SHELF LOAD(DL +LL)= 80 LB /LVL
BEAM TYPE 1: DRLP
Mmax = wL "2/8
= (80 LB * 0.268) *(36)%8
= 96 IN -LB
fb= M/S
= 96.3568773234201 IN-LB/0.02818 I N "3
= 3,419 PSI .
Fb= 0.6 *Fy
= 0.6 * 36000 PSI
= 21,600 PSI
j i 1/8" fr 14 GA.
1 3/16
1 1 /2'
23/16"
fl Y
BEAM TYPE 1: DRLP
fb /Fb= 0.16 < 1.0 BEAM TYPE 1 OK Ix= 0.0240 IN "4
Sx= 0.0282 INA3
D= 5WL "4/(384EI) L= 36.0 IN
= 5 *80 LB *0.268 *(36 IN) "3/(384 *29X10 "6 PSI* IN "4) d= 31.25 IN
= 0.020 IN Fy = 36,000 PSI
Dallow =L /180 = 0.200 IN OK
SEIZMIC
INC.
MATERIAL HANDLING ENGINEERING
TEL: (909) 869-0989 • FAX: (909) 869 -0981
161 ATLANTIC AVENUE • POMONA • CA 91768
PROJECT ABERCROMBIE &FITCH
FOR ABERCROMBIE & FITCH
SHEET NO. 1 1 OF 1 3
CALCULATED BY
J.J.
DATE
9/4/03
OVERTURNING ANALYSIS /STATIC UNITS
FULLY LOADED:
1/4"
INTERACTION EON.
Movt = 5,040 IN -LB
Mst = (wLL + wDL) x d/2
20,000 IN -LB
Puplift =
= (Movt x 1.15 - Mst) / d
= [5796 - 20000] IN -LB / 31.25 IN
O LB
EL n
EL 5
EL 4
EL 3
EL 2 /
i
EL1 /
FI n "
d--I
F2
F1
F4
F3
[0 LB/ 353 LW" (5/3) + [37 LB/ 533 LB] "(5/3) = 0.012 < 1.0 THEREFORE OK
d = 31.25 IN
ALLOWABLE TENSION = 353 LB
ALLOWABLE SHEAR = 533 LB
# OF ANCHORS/ B.P. = 1
F5
Fn
BOLT0 = 0.313 IN
AREA = 0.077 INA2
# OF BOLTS = 2
Fv = 10,000 PSI
SEIZMIC .
INC.
MATERIAL HANDLING ENGINEERING
TEL: (909) 869-0989 • FAX: (909) 869 -0981
161 ATLANTIC AVENUE • POMONA • CA 91768
SPACEMASTER ANTI -TIP ANALYSIS /MOVABLE UNITS
Puplift = 0 LB
UNIT DEPTH = 31.25 IN
1) CHECK CAPACITY OF 5/16 "0 A307 BOLTS
Vcap = Fv x AREA x # of BOLTS x 1.33
= 10000 PSI x 0.0767 IN "2 x 2 BOLTS x 1.33
= 2,045 LB
SINCE Vcap > Puplift THE SYSTEM IS OK
2) CHECK CAPACITY OF THE ROD
ROD 0 = 1.125 IN
ROD thk = 0.120 IN
Fy = 45,000 PSI
Sx = 0.086 INA3
Fb = 0.75 x Fy
= 33,750 PSI
Mcap = Fb x Sx x 1.33
= 3,870 IN -LB
Muplift = Puplift x Depth / 2
= OLBx31.25IN /2
= 0.000 IN -LB
SINCE Mcap > Muplift THE SYSTEM IS OK
PROJECT ABERCROMBIE & FITCH
FOR ABERCROMBIE & FITCH
SHEET NO. 1 2 OF 1 3
CALCULATED BY J.J. DATE 9/4/03
ATTACH BRACKETS TO
SHELVING W/ 2 EA..
5/16" 0 BOLTS
UPLIFT
2 "0 9GA.
TUBE
ANTI -TIP ROD
1 -1/8" 0 X 11 GA.
31 1/4"
UPLIFT
(A) PUNCTURE
(B) SLAB TENSION
SEIZMIC
i
INC.
MATERIAL HANDLING ENGINEERING
TEL: (909) 869-0989 • FAX: (909) 869 -0981
161 ATLANTIC AVENUE • POMONA • CA 91768
P = (1.4)(Pcol) +(1.7)(Mot/d)
= (1.4) *(721 LB) + (1.7)(50401N- LB/31.25IN)
= 1,284 LB
Fpunct = (2.66)(F'c "0.5)
= (2.66) *(2000 PSI) "0.5
= 119 PSI
Apunct = [(Weff. +t/2) +(Deff. +t /2)](2)(t)
= [(3.75 IN + 4/2) + (2.5 IN + 4 IN/2)] *(2) *(4 IN)
= 82.0 INA2
fv /Fv = P /[(Apunct)(Fpunct)]
= 1284 LB /[(82 IN "2) *(119 PSI)* 0.65]
Asoil = P /[(1.33)(fs)]
= 1283.99 LB/[(1.33) *(1000 PSF /1441N "2 /FT "2)]
139.0 FTA2
L = Asoil "0.5
= (139.02 FT ^2) "0.5
= 11.8 IN
B = [(Weff.)(Deff.)] "0.5 +t
= [(3.75 IN) *(2.5 IN)] "0.5 + 4
= 7.1 IN
Mconc = (w)(b "2)/2 = ((1.33)(fs)(b ^2)]/[(144)(2)]
= [(1.33) *(1000 PSI) *(2.36 IN) ^2]/[(144)(2)]
= 26 IN -LB
Sconc = (1)(r2)/6
= (1) *(4 IN) "2/6
= 2.671N"3
Fconc = (5)(0)(fc "0.5)
= (5) *(0.65) *(2000 PSI) "0.5
= 145.3 PSI
fb /Fb = Mconc/[(Sconc)(Fconc)]
= 25.82 IN- LB/[(2.67 IN "3)(145.34 PSI)]
PROJECT ABERCROMBIE & FITCH
FOR ABERCROMBIE & FITCH
SHEET NO. 1 3 OF 1 3
CALCULATED BY J.J. DATE 9/4/03
SLAB AND SOIL
CRITICAL - ANALYSIS FOR FIXED UNITS, MOVABLE BASE O.K. BY SIMPLE INSPECTION.
THE SLAB IS CHECKED FOR PUNCTURE STRESS. IF NO PUNCTURE OCCURS THE SLAB IS ASSUMED TO
DISTRIBUTE THE LOAD OVER A LARGER AREA OF SOIL HENCE, ACTING AS A FOOTING. CONCRETE IS REINFORCED.
7 bi
10.20 < 1.33 OK
BASE PLATE
Weff. = 3.75 IN
Deff. = 2.5 IN
b = (L -B)/2 <== (SECTION 1922.7.5 (3)) CONCRETE
= (11.79 IN - 7.06 IN) /2 t = 4.0 IN
= 2.4 IN fc = 2,000 PSI
10.07 < 1.33 OK
SOIL
fs = 1,000 PSF
DEPTH= 31.25 IN
Mot= 5,040 IN -LB
Pcol= 721 LB
DEPARTMENTS:
Building 'vision
Public Works
Documents /routing slIp.doc
2-28-02
PERMIT COORD COPY
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D03 -312
PROJECT NAME: ABERCROMBIE & FITCH
SITE ADDRESS: 834 SOUTHCENTER MALL
DATE: 10 -06 -03
X Original Plan Submittal Response to Incomplete Letter #
_ Response to Correction Letter # Revision # after /before permit is issued
a / b -21-03
5I uc� I oi'
Fire Prevention
Structural ❑
DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10 -07 -03
Complete ( Incomplete ❑
Comments:
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES /THURS ROUTING:
Please Route , l-J , Structural Review Required ❑ No further Review Required ❑
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS:
Approved ❑ Approved with Conditions Not Approved (attach comments) ❑
Notation:
REVIEWER'S INITIALS:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
PERMIT COORD COPY
Planning Division ❑
Permit Coordinator
Not Applicable ❑
DUE DATE: 11 -04 -03
DATE:
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1 /4" TAPCON
GUIDE RAIL
ONE REQ'D W/ 1/4 °0 x 1-1/2" MIN. EMBED. PER EVERY
24' OF GUIDE RAIL ON MOVABLE CARRIAGE
5 DOUBLE RIVET BEAM
PLASTIC
INSERT
ATTACH W/ ANCHOR
ICBO #3370
ATTACH TO DOUBLE
RIVET BEAM W/ (1)
#10 TEK SCREW
AT EACH END
HANG BAR
ATTACH POST TO CARRIAGE
W/ 3/812/ X 3' J BOLTS
ATTACH W/ ANCHOR
ICBO #3370
VARIES
I 1
8� X- BRACING
c.71 PARTICLE BOARD
ATTACH BRACKETS TO FIXTURE
UNITS W /2 EA. 5/16"OBOLTS
2"0 x 9GA.
TUBE
NOTE: ONE X- BRACING
SET PER SIDE ON
MOVABLE UNITS
ANTI -TIP ROD
1-1/8"0 x 11 GA.
5 3/4"
LIGHT DUTY STORAGE FIXTURE ELEVATIONS
FRONT VIEW SIDE VIEW
EST. 1995
NOTES:
1. UGHT DUTY STORAGE FIXTURE DESIGNED PER CHAPTER 22, DIVISION X
OF THE 1997 UBC. SEISMIC ZONE 3
2. STORAGE CAPACITY: 70# PER LEVEL
3. ASTIR A570 FOR SHAPE Fy = 36,000 PSI GRADE 36-
4. ALL BOLTS A307( UNLESS OTHERIMSE NC•TED)_
5. STATIONARY UNITS ANCHORS HILTI KWIK BOL1 I I ICBO #4627.
OR APPROVED EQUAL.
6. SPECIAL INSPECTION IS NOT REQUIRED FOR ANCHOR INSTALLATION.
7. CONCRETE 4' THICK x 2,000 PSI.
8. SOIL BEARING PRESSURE 1,000 PSF.
MOVABLE & STATIONARY UGHT DUTY STORAGE FIXTURES
END POST
ATTACH POST TO CARRIAGE
W/ 3/813 X 3' J BOLTS
KEY SLOT OETM .
I B i NTERMEDIATE Posy
FOOT PLATE
X03 -31Z
•
EXISTING FIRE RATED CORRIDOR
TO BE EXTENDED /REWORKED AS
SHOWN. G.C. t0 MATCH
CONSTRUCTION, CONFIGURATION,
AND RATING OF EXISTING
PORTION OF CORRIDOR IN NEW
PORTION OF CORRIDOR. G.C. TO
ENSURE THAT EXISTING (AND
NEW PORTIONS) OF CORRIDOR
WALLS AND CEILING (IF
APPLICABLE) MEET OR EXCEED
THE REQUIREMENTS OF ULIW465
FOR A ONE -HOUR FIRE RATED
A56ET'IILY.
G.C. TO PATCH • REPAIR
RESTRODM WALL AFTER
THE: DEMO OF EXISTING
MANAGER'S OFFICE
111 HOUR FIRE
RATED CORRIDOR
G.G. TO ALIGN NEW WALL
WITH EXISTING
111111
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G.C. TO COORDNATE
RE -rdORK OF NOT - SALES
AREA 5iELANG ruri+
M1MNMGIIR_
CONSTRUCTION PLAN - ZZ.
24'-0'
LA Our
POINT INN
4' 5'-0'
I' -4'
174' -II ' LI. TO LL
/ 1
I 1
5' -3' r 1 5•-3'
5 51_3.
FITTING ROOM BEACH, REFER TO DETAIL G/AY2_ t
DECK ABOVE- S' METAL JOISTS (14 GA.) • 1L o.c. MAX. WITH ONE
LAYER 3/4 F.R.T. PLYWOOD DECK. UNDERSIDE OF DECK • 7
A.F.F. INSTALL ONE LAYER OF S/S' GPO ON TOP AND BOTTOM OF
JOIST, REFER TO DETAIL F/Al2.5
GREETER DOTS, REFER TO DETAIL E/AI3.1.
RECESSED ELECTRICAL OUTLET, REFER TO ELECTRICAL DRAWINGS
AND COORDINATE WITH ELECTRICAL CONTRACTOR
MULTI -FRAME IMAGE WALL, REFER TO DETAIL A/AI3.I
IMMO MAC
ExtrmiG
C. TO ■AT04 AND R EPAmR EX1ST►P1G wai.lL.'S
TO "LACE NiS#1' AS REGIJOED TO
ACCEPT PREPS MOW
2' 0' 8'-O' 2 -0 Il'
EQ .
® I4ARDIFILARE BIN, REFER TO DETAIL A/Al2.6
BAR BIN, REFER TO DETAIL EVAl2.6
EXISTING/REUSED 24 24' FLOOR MOUNTED MOP SINK, REFER TO
PLUMBING DRAWINGS FOR DETAILS
DREAM STEAMER, REFER TO PLUMBING AND ELECTRICAL
DRAWINGS FOR ADDITIONAL INFORMATION (EXIST. TO REMAIN)
FLOOR BRAN FOR DREAM STEAMER, REFER TO FUMING PLAN
AUDIO RACK, REFER TO ELECTRICAL DRAWINGS FOR DETAILS
0 TELEPWCRIE JACK, REFER TO ELECTRICAL DRAWINGS
STAR4LE5$ STEEL. wawa GUARDS - sALE5 AREA I 1 /4'X1 1 /4'X3i'L
MOUNT STARTING AT TOP OF BASE BOARS,. USING CLEAR SILICON
ADHESIVE; -SLES Z 2X4S'L motor' BOTTOM STARTING AT TOP
OF VINYL SASE USING CLEAR BILLOW ADHESIVE - REFER TO
DETAIL J'Al2.5
PARTITION LEGEND
1
t, DULLETIN = • = MARKER T BOIARD - - x 304, BOTTOM OF
IDOARP TO BE MOUNTED • W A_F.F.(TTPICAL); MARKER BOARD
LOCATED ABOVE THE DOOR FROM STOCK ROOM OR EXIT
CORRIDOR TO SALES AREA, MOUNT BOTTOM t' ABOVE DOOR
FRAME (U.N.O.) (RELOCATE EXISTING • INSTALL NEW AS REQ.)
® EMPLOYEE LOCKERS- (3) 4 DOOR UNIT 45 IS•Wx
(RELOCATE EXISTING)
31 EMPLOYEE MICROWAVE AND REFRIGERATOR (RELOCATE D(ISTING)
CASNWRAP PROVIDED BY 04417t, INSTALLED BY G.C.- REFER TO
DETAIL A/AI1.1 FOR STUB-UP LOCATION. G.C. TO FLASH SKIM
NEN OR EXISTING CONCRETE SLAB TO A MAXIMUM TOLERANCE OF
1/5' IN IO'-O' AT CASWIRAP / BACK: AP AREA
IMAGE FRAME, REFER TO ' AIL - At3.I
'ri&*% . Iis ER;t p'AR"'' i4ON -
3 -5/D` 20 GA *IETA,. W:0'05 • W.* O_C - 01AX _ )
w "..
5 ....•D X G' BOARD «•
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Ati^ 3/4' V--GROOVE NOW PANE.. ; SF '
REFER ''`C CAIN NE DE A s S.•EE• A, C '
tsJOtm F RE RA "'Er P, - -,Qn,
3 -Sie* "9ET S • w C C ; `*AX'*'L7
=• LATER 5/e' ''""'°'E 'r Gw "' BOARD ON
EACH• SIDE OF 114A". tQ =Oar A (7) uIQyR
RATED FIRE DART (tA ilko41 s) EXTENDING
r0 ROOF OR FL,OiOR DECK ABOVE NOTE
11441.,.5 TO SCR' ' NIk- SAES �K.L
sTA DAR'D6 ARE TO RCCIEVE 210 GA *'MTAL
STUDS errFICAL UNLESS Nvrw On41916 wR5E)
•
•