HomeMy WebLinkAboutPermit D97-0306 - OFFICE DEPOT - STORAGE RACKSCity of Tukwila
Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188
Parcel No:
Address:
Suite No:
Location:
Category:
Type:
Zoning:
Const Type:
Gas /Elec.:
Units:
Setbacks:
Water:
Wetlands:
262304 -9119
300 ANDOVER PK W
400
ACOM
DEVPERM
TUC
RACKS
Contractor License No:
DEVELOPMENT PERMIT
WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES,
APPLICANT IS PROCEEDING AT THEIR OWN RISK.
001
North: .0 South: .
N/A Sewer: N/A
Scopes: N
Permit Center Authorized Signature:
Signature: ,,//�� /�
Print Name: 4
Start Time:
No:
Private:
Permit No:
Status:
Issued:
Expires:
Occupancy: STORE
UBC: 1994
Fire Protection: SPRINKLERS /AFA
East: .0 West: .0
Streams:
OCCUPANT OFFICE DEPOT
300 ANDOVER PK W, TUKWILA, WA 98188
OWNER SEGALE M A INC
PO BOX 88050, TUKWILA WA 98188
CONTACT ERIC KOCH Phone: 425 -827 -3282
P.O. BOX 2337, KIRKLAND, WA 98083
***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Permit Description:
INSTALL STORAGE RACKS IN RETAIL SPACE.
***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Construction Valuation: $ .00
PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate). Eng. Appr:
Curb Cut /Access /Sidewalk /CSS:
Fire Loop Hydrant: No: Size(in): .00
Flood Control Zone:
Hauling: Start Time:
Land Altering: Cut:
Landscape. Irrigation:
Moving Oversized Load:
Sanitary Side Sewer:
Sewer Main Extension:
Storm Drainage:
Street Use:
Water Main Extension: Private: Public:
***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
TOTAL DEVELOPMENT PERMIT FEES: $ 581.59
***************************************************** _* * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
End Time:
Fill:
End Time:
Public:
Date: _
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.
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:_
(206) 431 -3670
D97 -0306
ISSUED
09/30/1997
03/29/1998
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.
Atitir a 3:0 ANDOVER Pf W Perini t sNo L,97 0306
Y JLI r I
err .. i , •Jtatu� ISSUED •
Type OEVPERM App : : t0 9 /3 5/ f 19 9 7
• 'a r'Ge l # 2 62 304 91.19 Y Issue 09/ 30 /1997 •
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et mi . ti o ns
changes'. wi 11' be `made to the pl un app oved by t h e
:Arch 1te :c En and T•ukwtl # Buildi n g 0 1v 1 s i art
2 A1:1 p e ' r m lts, inspecti,on r app oved pl .s '. be
vai1ab at the ob' s ite " pp.rior . the star ko anv ca n • '"i. uct;i on These do curre „ a r e to , b e m a i n ea i a nd avail-. •
l abia u nti 1 4'144', - • x i"n spec;tlorb appr •oval;, is g " ed
3 Al - constr uct i�a 1 too b'e d on ' iti � r ich ap
pla 'a nd � • . r;equire m en t & o f • t he,„ U ni , or1.1 : Bui''l aing.C :(19
Edition) as amen t ied; , , ' . U nitort „ r M :Cod "'(1 f E d1 ti on) , •
and Was1 � i' �r: ytun '� State'En`ergy , 1 ode (1994 • E'd ryz
S t f} f r i F i
aY Val idsi of Pe.t t 4 The i�sua L ot a p m� t o r airpr'av tof
p:l arts,{ e 'i
f r ,a �p 4 t i Gat ivns ,and�,comput it�na sha i 1. rtut be <�.a p
st o ,beF a ' .per mit ,foe , 'or<, ark = appr oval ot , an viola
o f the :pr ov,i' ;ions ,: t re : 1 dmng::•.cod.e .or:'0: any
y r�r �. �Y � nt ti t iy 3i
ti ordirrariue�of.:.t jur lsdic.t;1ot7 -� No'•pe't peke :uming tort;: • :9.: , ou t ►o;r int•Y4 v io1ateho -. 4'garncel thef provjsions of ,thi
c od, ; shal l" be val yd
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Project Name/Tenant:
0 FE \C.---- 7, ) EXQ —
Value of Construction'
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Tax Parcel Number:
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Site Address: City State /Zip:
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Property Owner:
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Phone:
a.QC, S7'
5 - X00
- 03°6,
Street Address: City State /Zip:
t ?c > >41las)-)V1F Q i'A2k lrJ. " Ti W.,11)1
Fax #:
6
Contractor: / /
Tc Nr . pgi:37 •
Phone:
Street Address: City State /Zip:
Fax #:
Architect:
7 M ■VE2.', A f'�. ZAL- . 0�,>\c ' C=Rc->t)P
Phone:
1
8X7- - P2
Street Address: City State /Zip:
" - P , , i Y x..33'744 .4n3 ) \./A 9 r ' 3 ns: i ) - a3 -,-'
Fax #:
42�
r'3`c' 9 -- C M - `c
Engineer:
- 073 - F_12.. °, H t C, --(.t n1S N Al 'S'S ()C:
Phone:
Fit
5 1 - ' 7-L
Street Address: City State /Zip:
t^'2.F-4 -- F /06Q.T14 910F c, C-rL- ElvM4t rA 9 1 117
Fax #:
Contact Person:
E, C, -4 L\-\ P/C) fIT I,W A L? C tJ .
Phone:
.1 . ��
r" .- 3 -\2
Street Address: r City State /Zip:
. ?c x - 7 . : Kt sL- KLANNO, l k )& 9PP ,;) -2 ?9-7
Fax #:
q0-r7) 'Z -9
Description of work to be done:
T zt o'r2._ h..AC:, - Kti �drte.. o -F) c c T
Existing use: Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse El Hospital
in Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office
in School /College /University ❑ Other
Proposed use: Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital
❑ Church ❑ Manufacturing ❑ Motel/Hotel ❑ Office
❑ School /College /Universittyy/ ❑ Other
Will there be a change of use? 1:71 yes IIJ no
If yes, extent of change: (Attach additional sheet if necessary)
Will there be rack storage? yes ❑ no
Existing fire protection features: Ersprinklers automatic fire alarm ❑ none ❑ other (specify)
Building Square Feet: .. GCR 7 existing
Area of Construction: (sq. ft.) 39 5(1'
Will there be storage of flammable /combustible hazardous material in the building? in yes Er no
Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets
CITY OF TUK"'ILA
Permit Center
6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188
(206) 431 -3670
Commercial / Multi - Family Tenant Improvement / Alteration Permit Application
Application and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mall or facsimile.
CTPLRMIT.DOC 1/29/97
APPLICANT REQUES'T.FOR PUBLIC WORKS:SITE/CIVIL PLAN REVIEW OF THE FOLLOWING:
(Additional reviews may be determined by the Public Works Department)
❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk
❑ Fire Loop /Hydrant (main to vault) #: Size(s):
❑ Land Altering 0 Cut cubic yds. 0 Fill
❑ Sanitary Side Sewer #: ❑ Sewer Main Extension
❑ Storm Drainage ❑ Street Use in Water Main Extension
❑ Water Meter /Exempt #: Size(s): 0 Deduct
❑ Water Meter /Permanent # Size(s):
❑ Water Meter Temp #1 Size(s):
❑ Miscellaneous
❑ Flood Control Zone
cubic yds.
in Hauling
❑ Landscape Irrigation
O Private 0 Public
O Private 0 Public
0 Water Only
Est. quantity: gal Schedule:
Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and
is subject to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by
limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by
the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once.
Date application accepted:
Date application expires:
3-
Application to y: (Initials)
PLEASE SIGN BACK OF APPLICATION FORM
BUILDING OWNER OR AUTHORIZED AGENT:
Signature:
„IV------
--
Date:
Print name:
_it ti
\ c � �, C�.e�.
Phone:
0i7,
3
,
5;i94
Fax #:
-;
39 +1(4;7
Address
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I Cit �te/
P
ALL COMMERCIAL/MULTI -F Y TENANT IMPROVEMENT /AL •ATION PERMIT APPLICATIONS
MUS BE SUBMITTED WITH THE FOLL • 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
❑ ❑ Site Plan (including existing fire hydrant location(s)
1. North arrow and scale
2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements
3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions
4. Location of driveways, parking, loading & service areas
5. Recycle collection location and area calculations (change of use only)
6. Location and screening of outdoor storage (change of use only)
7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's
boundaries
8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of
use only)
9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of
those, identify by size and species which are to be removed and saved
10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change
of use only)
11. Location and gross floor area of existing structure with dimensions and setback
12. Lowest finished floor elevation (if in flood control zone)
13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H-
9).
❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled
❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of
any hazardous materials; dimensions of proposed tenant space.
❑ ❑ Vicinity Map showing location of site •
❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack
layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of
rack. Structural calculations are required for rack storage eight feet and over.
❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished
❑ ❑ Construction details
❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of
water supply to sprinkler vault with documentation from contractor stating supply line will meet or
exceed sprinkler system design criteria as identified by the Fire Department.
❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings.
❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds).
❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other
land use or SEPA decisions.
❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County
Department of Public Health prior to submitting for building permit application. The Department of
Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5)
❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no
contractor has been selected at time of application a copy of this license will be required before the
permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ".
Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed
by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and
obtain the permit will be required as part of this submittal
I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
C'I'PERMIT.DOC 1/29/97
4 14 '+' p 9+P. 4:r.Y !cFnI. 1 '. F" +',`0
CITY 0F TUKWILA- WA TRANSMIT
* * ** *,k *** * ** *fir * * * ,k,k *rt ;t�k c� ** ,Y�* * * * * * * * ** *
TR`NSMIT: Numbat� R9700643 Amount 581 5 9 09%15/97 14:35
Payment Method CHECK Notation: BOB MICKEL Inca SLB
P ermit No:`D977 03.06` Type: DEVPERM DEVELOPMENT :PERMIT'
.
Parcel : No : 262304 -9119
Address: . 300 ANDOVER PK
Total Fees: 581
Payment :.581.59 '. ` Tote l ALL Pmts • 581:59
Balance: :.00
*********************************** * * * * * * * * * * * * * * * * * * * * * * * * * * ***
Account Code Description Amount
000/322.100 BUILDING NONRES 349.75
. 0 , PLAN CHECK,. -. NONRES 227.34,
000 1386.904 ` , STATE BUILDING SURCHARGE 4:50
"P
... '..tip
SEP 16
P. { �SVtl��';St i 1^►
4435 09/16, 71 ; TOTAL 581.59
Project:
-, {-, ck D: P(5 '
Type of insp ion:
fl ) N A-c.-'
Address:.
A . -q. .
Date called:
Special instructions:
Date wanted:
I
1Z
am.
p.m.
Requester:
t ,
Phone No.:.
.J
INSPECTION RECORD 1 4
Retain a copy with permitk 0 "Y(-4
INSPECTION NO, PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd.,. #100, Tukwila, WA 98188
Approved per applicable codes.
-3670
EKI
COMMENTS:
c ______ ______.-- -
I Inspector:
Date: if r,
I�
P1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspectio , fee must
be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection.
I Receipt No.:
Corrections required prior to approval.
Date:
Project: f 6,4
Type of inspe
Address: pp
343 As_ r- Li-
Date called:
• 0 1 7 --.
Special instructions:
Date wanted:
f
to/ 23/q 7
,:i.
Requester:
,--1
L.:/tAnC
'
Phone No.:
• •
•
, . .
INSPECTION NQ,
I I
Approved per applicable codes.
Receipt No.:
INSPECTION RECORD
Retain a copy with per
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 9818
I I
tagagiaMSSEM,SIMW.
- bc2 d3o Co
PERMIT NO.
(206) 431-3670
COMMENTS:
Lc AK) fLmA 0/7..pN...—. (Li .
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1 3 fa 71■11G
I Inspector:
Date: 0 23
$42.00 REINSPECTION FEE REQUIRED. Prior to inspection, feeimust
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule relnspection.
Date:
•
Corrections required prior to approval.
COMMENTS:
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Special instructions:
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Requrrk
Phone 1:45--r 1
'
INSPECTION RECORD
Retain a copy with per
4
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, 'Tukwila, WA 98188
•.
.• •
F • Approved per applicable codes.
I Inspector:
I I
PERMIT NO.
(206) 431-3670
a.Sorrections required prior to approval.
Date: fs
$42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
Address 3
City of Tukwila
Fire Department
TURWILA FIRE' DEPARTMENT `
FINAL APPROVAL FORM
Retain current inspection schedule
Needs shift inspection
Approved without correction notice
Approved with correction notice issued
Permit N
John W. Rants Mayor
Thomas P. Keefe, Fire Chief
Sprinklers:
Fire Alarm:
Hood & Duct:
Halon:
Monitor:
Pre -Fire:
Permits:
Authorized Signature
FINALAPP.FRM
m1 fAC/'/
14
T.F.D. Form F.P. 85
/ � 7 s 7
D to
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439
ACTIVITY NUMBER D97 -0306
PROJECT NAME
Pi+ C�rdror Cpij PLAN REVIEW /ROUTING SL
OFFICE DEPOT
DATE 9/15/97
D P ARTMENT:
B DING DIVISION L1 FI PREVENTION PLANNING DIVISION 0
WORKS 0 STRUCTURAL 0 PERMIT COORDINATOR
4
DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE 9/16/97
COMPLETE 14 NOT COMPLETE NOT APPLICABLE 0
COMMENTS
TUES /THURS ROUTING: PLEASE ROUTE El NO FURTHER REVIEW REQUIRED 0
ROUTED BY STAFF (If routed by staff, make copy to master file & enter Sierra.)
REVIEWERS INITIAL
DATE
1
1
APPROVALS OR CORRECTIONS: (ten days)
REVIEWERS INITIAL
CORRECTION DETERMINATION:
REVIEWERS INITIAL DATE
C :ROUTE -F
DATE
DUE DATE 9/30/97
APPROVED APPROVED W/ CONDITIONS NOT APPROVED (attach comments) Ei
DUE DATE
APPROVED l l APPROVED W/ CONDITIONS p NOT APPROVED (attach comments) Q
(Certification of occupancy required. )
PLAN REVIEW / ROUTING SLIP
ACTIVITY NUMBER
PROJECT NAME
DEPARTMENT:
BUILDING DMSION
PUBLIC WORKS EJ
D97 -0306
OFFICE DEPOT
4
DETERMINATION OF COMPLETENESS: (T,Th)
COMMENTS
TUES /THURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRE
ROUTED BY STAFF El (If routed, by staff, make copy to master file & enter Sierra.)
REVIEWERS INITIAL
1
1
APPROVALS OR CORRECTIONS: (ten days)
APPROVED El APPROVED W/ CONDITION
REVIEWERS INITIAL
REVIEWERS INITIAL
C:ROUTE -F
CORRECTION DETERMINATION:
FIRE PREVENTION PLANNING DIVISION U
STRUCTURAL PERMIT COORDINATOR ❑
DATE 1
DATE
DATE
DATE 9/15/97
DUEDATE 9/16/97
NOT COMPLETE El NOT APPLICABLE ❑
DUE DATE 9/30/97
DUE DATE
(Certification of occupancy required.
•
NOT APPROVED (attach comments)
APPROVED . I l APPROVED W/ CONDITIONS NOT APPROVED (attach comments) Q
PLAN REVIEW / ROUTING SLIP
ACTIVITY NUMBER
D97 -0306
PROJECT NAME OFFICE DEPOT
DEPARTMENT:
BUILDING DMSION El
PUBLIC WORKS 0
1
1
DETERMINATION OF COMPLETENESS: (T,Th)
COMPLETE Ei NOT COMPLETE
COMMENTS
TUES /TITERS ROUTING: PLEASE ROUTE
ROUTED BY STAFF El (If routed, by staff, make copy to master file & enter Sierra.)
REVIEWERS INITIAL
1
11
APPROVALS OR CORRECTIONS: (ten days) DUE DATE 9/30/97
APPROVED n APPROVED W/ CONDITIONS kr NOT APPROVED (attach comments) 0
REVIEWERS INITIAL
APPROVED 0
REVIEWERS INITIAL
s�Z
CORRECTION DETERMINATION:
FIRE PREVENTION II PLANNING DIVISION
STRUCTURAL ❑ PERMIT COORDINATOR �J
DATE
DATE
DATE
DUE DATE 9/16/97
NOT APPLICABLE El
NO FURTHER REVIEW REQUIRED EJ
DUE DATE
DATE 9/15/97
Q
APPROVED W/ CONDITIONS ID NOT APPROVED (attach comments) 0
(Certification of occupancy required.
C:ROUTE -F
WA l i U ' iegta
ACTIVITY NUMBER
PROJECT NAME OFFICE DEPOT
DEPARTMENT:
BUILDING DMSION El
PUBLIC WORKS
4
DETERMINATION OF COMPLETENESS: (T,Th)
COMPLETE Ei NOT COMPLETE El
COMMENTS •
TUES /THURS ROUTING: PLEASE ROUTE Ei NO FURTHER REVIEW REQUIRED
ROUTED BY STAFF L_ J (If routed, by staff, make copy to master file & enter Sierra.)
REVIEWERS INITIAL R DATE c: C/lb / cf �- .
1
1
APPROVALS OR CORRECTIONS: (ten days)
APPROVED n APPROVED W/ CONDITIONS E NOT APPROVED (attach comments)
REVIEWERS INITIAL
PLAN REVIEW / ROUTING SLIP
D97 -0306
CORRECTION DETERMINATION:
REVIEWERS INITIAL
C:ROUTE -F
FIRE PREVENTION fj PLANNING DIVISION 11
STRUCTURAL PERMIT COORDINATOR 0
DATE
DATE
DUE DATE 9/16/97
NOT APPLICABLE y
DUE DATE 9/30/97
DUE DATE
DATE 9/15/97
APPROVED El APPROVED W/ CONDITIONS I J NOT APPROVED (attach comments) 0
(Certification of occupancy required. )
Iy
ACTIVITY NUMBER
PLAN REVIEW / ROUTING SLIP
D97 -0306
PROJECT NAME OFFICE DEPOT
DEPARTMENT:
BUILDING DIVISION fl FIRE PREVENTION El PLANNING DIVISION
PUBLIC WORKS 1111 STRUCTURAL PERMIT COORDINATOR Q
1
4
DETERMINATION OF COMPLETENESS: (T,Th)
COMPLETE NOT COMPLETE NOT APPLICABLE ri
COMMENTS
TUES /THURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED tis
ROUTED BY STAFF n (If routed, by staff, make copy to master file & enter Siena.)
REVIEWERS INITIAL DATE ( UM/
REVIEWERS INITIAL
REVIEWERS INITIAL
C:ROUTE -F
1
1
APPROVALS OR CORRECTIONS: (ten days)
APPROVED APPROVED W/ CONDITIONS fl NOT APPROVED (attach comments)
CORRECTION DETERMINATION:
DATE
J
APPROVED APPROVED W/ CONDITIONS p NOT APPROVED (attach comments) Q
DATE
DATE 9/15/97
DUEDATE 9/16/97
DUE DATE 9/30/97
DUE DATE
(Certification of occupancy required.
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1)
Office Depot #2785
Steel K nq Racks
Location:
Tukwila, WA
(Zone 3)
Prepared For:
.Steel King Industries, Inc.
2700 Chamber Street
Stevens Point, WI
Prepared By:
Peter S. Higgins And Associates
Consulting Structural Engineers
1225 -F North Pacific
Glendale, CA 91202
(818) 549-0072
Peter S. Higgins, S.E.
Job Number 2721
August 5, 1997
yright by Pet -
ent of service,
written permission
ent
pro al, it shall
e f co - •n
a ng
d -
S. Higgins
d shall not
f Peter S.
UI
vt,k 111_.•
p11\1G p ICEIVED
.574,,,- a
w i
•
CITY OF TUKWILA
SEP 1 51997
PERMIT CENTER
•
PETER S. HIGGINS AND ASSOCIATES
CONSULTING STRUCTURAL ENGINEERS
Project: Office Depot #2785
August 5, 1997
Table of Contents
Job No. 2721
Sheet ii
1 Reference Data 1
1.1 Documents 1
1.1.1 Drawings 1
1.2 Loads 1
1.2.1 Vertical (Dead plus Live) 1
1.2.1.1 Hand Stack /Display Levels 1
1.2.1.2 Pallet Levels 1
1.2.2 Seismic 1
1.2.2.1 General (1994 UBC Chapter 22, Division VI)
1
1.2.2.2 Short Formulation 2
2 Basic Configuration 2
2.1 Components and Geometry 2
2.2 Check Beams 3
2.2.1 Design Forces 3
2.2.1.1 Hand Stack 3
2.2.1.2 Pallets 3
2.2.2 Beam Properties 3
2.2.2.1 Hand Stack 3
2.2.2.2 Pallets 3
2.3 Check Posts (Dead plus Live Loads) 3
2.3.1 Load to Post 3
2.3.2 Post Properties (section based on min. net
area) 4
2.4 Longitudinal Seismic 4
2.4.1 Base Shear 4
2.4.2 Design Forces 4
2.4.3 Post - Combined Stresses 4
2.4.4 Beam Connections 5
2.4.4.1 Design Forces 5
2.4.4.2 Connection Capacity 5
2.4.5 Base Plate 5
2.5 Transverse Seismic 6
2.5.1 Braced Uprights 6
2.5.1.1 Base Shear 6
2.5.1.1.1 Design Forces 6
2.5.1.1.1.1 Stability 6
2.5.1.1.1.2 Brace 6
2.5.1.1.1.2.1 Design Force 6
2.5.1.1.1.2.2 Brace Capacity 6
2.6 Slab on Grade 7
3 Straddle Racks 7
3.1 Components and Geometry 8
3.2 Check Beams 8
3.3 Check Posts (Dead plus Live Loads) 8
3.3.1 Load to Post 8
3.3.2 Post Properties (section based on min. net
area) 8
3.4 Longitudinal Seismic 9
PETER S.'HIGGINS AND ASSOCIATES
'CONSULTING STRUCTURAL' ENGINEERS,
P roject: O ffice.Depot #2785
Augus 5 , 19.97_
3.4.1 Base Shear .... .:. • ..
3.4 .2 Design Forces .. 9 ',.
3.4.3 Post Combined Stresses 9
3 .4.4 Beam Connections . 9.
3.4.4.1 Design Forces .. ..9
3.4.4.2 Connection Capacity ▪ . • 9
.5 Transverse Seismic ..: .... . :.
3 .5.1 Braced Sections .. :
3 .5.2:Unbraced Sections ..
3.5.2.1 Base Shear ..
3.5.2.2 Design Forces 10
3.5.2.3 Stability .. ..... .. . . 10
3.5.2.4 Compression Side • 10
3.5.2.4.1 Design Forces .. .. • 10
3.5.2.4.2 Post - Combined Stresses 10
3.5.2.4.3 Base Plate .. 10
3.5.2.5. Tension Side .. ... .11
3.5.2.5.1 Design Forces • • .11
3.5.2.5.2 Post - Combined Stresses. 11
6 '; Slab on Grade • • 11
1.1 Documents
zic
v=
Thus: •
PETER:S.
CONSULTING STRUCTURAL ENGINEERS
Project: Office Depot #2785
August 5, 1997
I Reference Data
This calculation reviews the installation of storage racks for
• structural adequacy. The sealing of drawings is for the struc-
tural review of the storage racks only. Other information is not
• reviewed, nor approved.
1.1.1 Drawings
Steel King
90-40532 Sheet 1 of 1 Rev. - ( Elevations and Details)
Office Depot
Fixture Plan Rev. -
1.2 Loads
1.2.1 Vertical (Dead plus Live)
•Maximum load per bay = 10.0 kips (regardless of configura-
tion)
1.2.1.1 Hand Stack/Display Levels
P series beams limited to 2.5 kips
1.2.1.2 Pallet Levels
G series beams limited to 5.0 kips per level.
1.2.2 Seismic
Note: Racks are designed to UBC zone 4 criteria.
1.2.2.1 General (1994 UBC Chapter 22. Division VI)
Where:
0.75
V
R.T
within the range:
S<1.5 (unless lower value per-
mitted by soils report)
W=Total Load (Dead Load of rack
is usually negligible)
T may be determined by any rational method, or the
default C/R of 0.50 may be used.
0.0314/ 5V 5 0.20 I/
HIGGINS AND ASSOCIATES
Z.0.4
I.1.00
R Longitudinal
6 Transverse
1.25S
T 213
Job No. 2721
Sheet 1
•
PETER S. HIGGINS AND ASSOCIATES
CONSULTING STRUCTURAL ENGINEERS
Project : Office Depot #2785 Job No. 2721
Sheet 2
. `August : 5
1.2.2,2 Short Formulation
If racks are interconnected such that 4 posts in each .
direction resist lateral load, then (using code defaults
for C /Rw:
V = 0.2{DL+ 2 �= O.lOSW
(since DL « LL)
This condition is usually satisfied by interconnecting
back to back rows of rack, or by tieing single rows
across the. aisles.
2 Basic Configuration
By inspection, since the total load per bay is the same for all
configurations, this is the two level pallet rack configuration.
2.1 Components and Geometry
W
W =max 96"
a =60"
b =60"
Beam Type
SBR XP 450 S Pallet
Min. SBR XP 350 S
Nand Stack
tri
1
H =max 144"
D= 36 -60"
1 =42"
1d5max 65"
Upright Type
ap
CONSULTING STRUCTURAL ENGINEERS
Project: Office Depot #2785
August 5, 1997
2.2 Check Beams
2.2.1 Design Forces
2_2.1.1 Hand Stack
Las/
(2)(10)
=12.0 inch kips
.2.1.2 Pallets
L
M<
(2)(10)
=27.0 inch kips
2:2.2 'Beam Properties
242,2.1 Hand
[PICTURE]
2.2.2.2 Pallets
1.63"
-'"- t 1.63"
1.- -: ----- t
PETER S. HIOINS:AND ASSOCIATES
XP 350
t=0.065 in
S =0.49 in
I in
2SB4.5L
t=0.065 in
S in
I in
9.5"
2.3 Check Posts (Dead plus Live Loads)
2.3.1 Load to Post
p<at of levels)(L)
2
=5.0 kips
Job No. 2721
Sheet 3
Say O.K.
PETER S. HIGGINS AND ASSOCIATES
CONSULTING STRUCTURAL ENGINEERS
Project: Office Depot #2785 Job No. 2721
August 5, 1997 Sheet 4
2.3.2 Post Properties (section based on min. net area)
[PICTURE]
BP
Substituting yields:
T >1.8 sec
Thus:
V <0.064W
2.4.2 Design Forces
P <5.0k V <0.32k
M <Va/2= (0.32)(60)/2 =9.6
l /r =37
t= 0.065.in a /r =49
As =0.56 in2
SX =0.56 in F =26.5 ksi .
r =1.22 in
S =0.41 in3 P =14.8k
ry =1.14 in xa=
YA
1 =13.5—
2.4 Longitudinal Seismic
2.4.1 Base Shear
Determine Period - Rayleigh Method – This equation has been
reviewed and approved by ICBO for use with steel storage
racks.
2n +2n+ 1)
k
2.4.3 Post - Combined Stresses
P M
P M
=0.86 <1.33 O•K•
Units: kips, inches, seconds
Where:
W = Load per level
L = Spacing between levels
(conservatively use 60)
I = Moment of inertia of
post
n = Number of levels
PETER S. HIGGINS AND ASSOCIATES
CONSULTING STRUCTURAL ENGINEERS
Project: Office Depot #2785
August 5, 1997
2.4.4 Beam Connections
2.4.4.1 Design Forces
Mconn5.
2.4.4.2 Connection Capacity
Standard Connection
M (4)=13.3 in Ic
O.K.
4"!
7/16" diam. Rivet
Va = 2.5 kips
2.4.5 Base Plate
6—e/2 # P+T
s
0.85 f
. • ' ' .
Seismic Type
From equilibrium:
T=0
Stable under vertical load alone
Anchors provide added Factor of Safety
(5)(e)(0.85f
(2.5)(T)+(3.51)(P+T)= M
Simultaneous solution yields:
e = 0.59 in.
T = 0 kips
Use min. 1/2" diam. ICBO approved expansion
anchors.
Minimum embedment 3.0" into slab.
O.K.
O.K.
Job N�. 2721
- Sheet 5.
PETER S. HIGGINS AND ASSOCIATES
CONSULTING STRUCTURAL ENGINEERS
Project: Office Depot #2785
August 5, 1997
2'.5.1 Braced Uprights
Job. No. 2721
Sheet 6
P
EQ
2.5.1. .1.1 Stability
Stable under vertical load alone
Anchors provide added Factor of
Safety
2.5.1.1.1.2 Brace
By inspection, the diagonal governs by inspection.
2.5.1.1.1.2.1 Design Force
Pb <2.6k
2.5.1.1.1.2.2 Brace Capacity
TS 1.25x16 ga
L kl Fa Pa
(in) r (ksi) (k)
Vh'�
P.eQ_ D
h' =105 inches
P <4.4 kips
Note: Bracing shown is schematic
see this section, subsection .2
for actual geometry.
Anet = in
rmin= in
Q =1.00
54 136 8.10 2.16 Say O.R. (zone 3)
PETER s . HI(3C3IN8 AND ASSOCIATES
CONSULTING STRUCTURAL ENGINEERS
P roject Office•Depot #2785
44gust.15, 1997
2.6 Slab on Grade
Treat slab as equivalent unreinforced square footing
=0.70 feet
M� QaLo (12)
=2.95 in. kip /ft
12)(t2
=0.092 ksi
• .
. •
.., ... ,.
. •
•,
PETER S. HIGGINS AND ASSOCIATES
CONSULTING STRUCTURAL ENGINEERS
Project: Office Depot #2785
August 5, 1997
• 3.1 Components and Geometry
Vi/
Beam Type.
SBR XP 350
2.98"
3.2 Check Beams
OK per previous checks
H=120"
D=23-48"
l
,1d=42"
Upright Type
BB
3.3 Check Posts (Dead plus Live Loads)
Job No. 2721
Sheet 8
3.3.1 Load to Post
Conservatively assume 1.0 kips per bay (mostly hand stack)
p<O of levels)(L)
2
=0.5 kips
3.3.2 Post Properties (section based on min. net area)
BP
t=0.065 in
A in
S in
r=1.22 in
S O.41 in
r=1.14 in
1 Y /r Y =72
a/r
F ksi
P
24
N
YR
CONMMIIM3mmimmu,
Project: Office Depot #2785
August 5, 1997
3.4 Longitudinal Seismic
3.4.1 Base Shear
Conservatively use code defaults
3.4.2 Design Forces
P<0.5k V<0.092k
M<Va/2.(0.092)(76)/2=3.5uk
3.4.3 Post Combined Stresses
3.4.4 Beam Connections
3.4.4.1 Design Forces
PETER S. HIGGINS AND ASSOCIATES
Mconn_
< 3 . 5uk
3.4.4.2 Connection Capacity
OK per previous check
3.5 Transverse Seismic
3.5.1 Braced Sections
. 0K per previous check
ENGINEERS
P M
Pa Ma
=0.23<1.33 O.K.
3.5.2 Unbraced Sections
Resist shear by minor axis bending.
3.5.2.1 Base Shear
Conservatively use code defaults
V<0.183k
Job No. 2721
Sheet 9
Job No. 2721
Sheet 10-
h'=98 inches
P kips
Note: Bracing shown is schematic -
see this section, subsection .2 for
actual geometry.
PETER'S. BIGGINS AND ASSOCIATES
- • CONSULTING STRUCTURAL ENGINEERS
Project: Office Depot #2785
August 5, 1997'
•
3.5.2i2 Design Forces
v
3.5.2s.4.2 Post - Combined Stresses
P M
+ —
P a M a
Ily +1,
EQ
3.5.2.3 Stability
rr aplt = (Peq PD+L)/2 = 0.1 k
Use min. 1/2" diam. ICBO approved
sion anchors.
Minimum embedment 3.0" into slab.
3.5.2.4 Coznpreseion Side
3.5.2.4.1 Design Forces
P<1.2k V<0.184k
M <(0.184)(82)/2.7.5
Y–
t
3.5.2.4.3 Base Plate
=0.66<1.33
. . ,
••■■■;■••■■•....4.44
Project: Office Depot #2785 Job No. 2721
August 5, 1997 Sheet 11
3/8"
Plate
5
PETER S. III6GINE.AND'ASSOCIATES
• • CONSULTING • STRUCTURAL ENGINEERS • • • •
P T
I +
M
0.85 f
T=0.7/2=0.35 kips per anchor
Use min. 1/2" diam. ICS() approved
expansion anchors. -
Minimum embedment 3" into slab.
3.5.2.5 Tension Side
3.5.2.5.2 Post - Combined Stresses
3.6 Slab on Grade
OK per previous check
P + M
Pa Ma
=1.13<1.33
Seismic Type
(rotated 90 degrees)
• From equilibrium:
(0.85p P
(P+T)(1.6-
Simultaneous solution
• yields:
e=0.22 in.
T = 0.7 kips
Conservatively neglect fixity of foot plate.
3.5.2.5.1 Design Forces
T<0.2k V<0.184k
M Y—
<(0.184)(82)=15.1"k
O. K.
!
Fire Department Review
Control #D97 -0306
(512)
V.
-b t ; City of Tukwila John W Rants, Mayor
,
11;:**.... Ys.•
/
Fire Department Thomas P. Keefe, Fire Chief
1908
September 24, 1997
Re: Office Depot - 300 Andover Park West, Suite #400
Dear Sir:
The attached set of building plans have been reviewed by.
The Fire Prevention Bureau and are acceptable with the
following concerns:
1. Maintain fire extinguisher coverage throughout.
Clear access to fire extinguishers is required at all
times. They may not be hidden or obstructed. (NFPA
10, 1 -6.5)
2. Aisles leading to required exits shall be provided
from all portions of buildings. Aisles located within an
accessible route of travel shall also comply with. the
Building Code requirements for accessibility. (UFC 1204.1)
Obstructions, including storage, shall not be placed
in the required width of an exit, except projections
as permitted by the Building Code. Exits shall not be
obstructed in any manner and shall remain free of any
material or matter where its presence would obstruct
or render the exit hazardous. (UFC 1203)
When two or more exits from a story are required, exit
signs shall be installed at the required exits and
where otherwise necessary to clearly indicate the
direction of egress. (UBC 1013.1)
3. Maintain sprinkler coverage per N.F.P.A. 13.
Addition /relocation of walls, closets or partitions may
require relocating and /or adding sprinkler heads.
All new sprinkler systems and all modifications to
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575.4439
City of Tukwila
Fire Department
Page number 2
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)
4. The critical storage height for high -piled combustible
stock in closely packed piles is 12 feet. (UFC 9.110)
Storage above 12 feet may necessitate increasing the
sprinkler density to extra hazard and adding smoke removal
capabilities. (UFC 8101) (NFPA 231)
To use any building or portion thereof exceeding 500
square feet for the storage of high -piled combustible
stock. A floor plan showing the dimensions and
location of the stockpiles and aisles shall be
submitted with applications for such permits. (UFC
8101)
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)
Maintain minimum 6" longitudinal flue space between
back to back racks. (NFPA 231C)
Where storage height exceeds 15 feet and ceiling
sprinklers only are installed, fire protection by one
of the following methods is required for steel
building columns located within racks: (a) one -hour
John W. Rants, Mayor
Thomas P. Keefe, Fire Chief
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439
fire proofing, (b) sidewall sprinkler at the 15 foot
elevation of the column, (c) ceiling sprinkler density
minimums as determined by the Tukwila Fire Prevention
Bureau. (NFPA 231C, 3-2.3)
5. This review limited to speculative tenant space only -
special fire permits may be necessary depending on detailed
description of intended use
Any overlooked hazardous condition and/or violation of the
adopted Fire or Building Codes does not imply approval of
such condition or violation.
Yours truly,
The Tukwila Fire Prevention Bureau'.
John W. Rants, Mayor
Thornas P. Keefe, Fire Chief
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575 • Fax (206) 375-4439
3/8' SEISMIC BASEPLATE
1' X 45 CHAMFER
L
-r
120'
3
RTF BP 044 120 SMC RTF BP 023 096 SMC SF76 RTF BP 030 120 SMC SF82
RTF BP 044 120 SMC SF82
RTF BP 048 120 SMC SF82
14 GA. ASTM A570 GR50
(16'
RSR 3G 012 12" ROW SPACER RSR 3G 006 6" ROW SPACER
—RTF BP 044 120 SMC
n 2 }/32'
5000 LBS MAX LOAD H.
SBR XP 450 096
5817 XP 450 096
6' Y AT
55 1/2
5000 LBS MAX LOAD
- -- 99' COL I4 CENTERS —
I
CLEAR
552 CLEAR
14 GA. ASTM A570 GR50
6
6'
120'
WIDTH
3±(16'
n I/32'
—RTF BP 044 120 SRC
1000 LBS MAX LOAD 33'
5BR XP 350
II
20}' CLLR
1000 LBS MAX LOADI 0•
SBA XP 350
I
20}• CLEAR
1000 LBS MAX LOAD' 0'
SBR XP 350 096
I
21* CLUB
1000 LBS MAX LOAD' r 3}
SBR XP 350
1000 LBS MAX LOAD 3
SBR XP 350
- 98', 96', OR 84' BAY
101', 99', DR 07' CULUMN CENTERS
use
� 45T. A513 0736
1 O
HORIZONTAL BRACE DEUR. MOOR. BRACE DETAIL
I I
0 }' CLEAR
202 CLEAR
1
SECTION A -A
•
N'
FORMED COLUMN DETAIL
BOLTLESS COLUMN '9'
2
2
24'
24
BRACE WELDING DETAILS
24' 120'
ASTM 13 REF-1--1 A513 GR36
e
'BP' COLUMN THICKNESS = 0.055'
2, = 551si
ORDERED HEIGHT - 3/16'
A
9'
P11-030&
—RTF HP 023 120 5140 SF82
500 LBS MAX LOAD r 4'
SBR 91 350
500 LBS MAX LOAD r3 }
508 XP 350
500 LBS MAX LOAD
588 XP 350
500 LBS MAX LOAD 32
SBR XP 350
500 LBS MAX LOAD
584 XP 350
1
I
1
500 LBS MAX LOAD r3 }•
SBR 91. 350
42' OR 60' BAY
-- 40' OR 66' OVERALL WIDTH
VARIES
48' MAX
JIES ,
48' MAX
VARIES
48' MAX
VAR IES
1480
VARIES
40' 114%
120'
0.
RTF BP 030 120 SMC SF82
RTF BP 044 120 SMC SF82
— RTF BP 048 120 SMC SF82
300 LBS MAX LOAD
BR XP 350
18 1/2 CLEAR
300 LBS MAX LOAD r3 }•
WAR XP 350
18 1/2
300 LBS MAX LOAD
508 4P 350
96 HAY
99 COLUMN CENTERS
ROW ENDS STRADDLE RACK
BEAM CLIP STUD DETAIL
V, = 2.5 K ALLOWABLE SHEAR
98 , 96 , 84 , 60 , 48 , 42
TYPICAL BEAM WELDING DETAIL
F = 55 ksi
1
CLEAR
3 }'
1
22'
1997
TUKWILA, WA
REF 039700
-11 ,ILWEO and OPF'90. TIT
PETER S. HIGGINS E ASSCC'IIATES
;ONPULTIN9997' 9' n; 90/29379
2 7 2 1 AUG 6 1997
JOE, INUrndLR 61.,21
COSTUMER
OFFICE DEPOT #2785
BRAD W
UATE
SCALE
7 -21 -97
NONE
CLIP — SPRING BOLTLESS LOCK
GENERAL NOTES
RACK DESIGNED AND FABRICATED PER;
1. UBC 1994 — SEISMIC CRITERIA
2. A.N.S.I. Mk 16.1 — 1990
RACK MFG, INSTITUTE SPONSOR
3. WELDED PER A.W.S. D 1.3
4. RACK SHALL NOT OBSTRUCT EXIT DOORS,
PATH B EXI AND EXIT ILLUMINATIONS.__
EV. I BATE I BE: RIP810 I BY
STEEL KING INDUSTRIES INC. En �;; Bel
BU
SOUTHWEST LIFT, INC.
SAN ANTONIO, TX
040532
fl
Dq1 -0306
OP.5 THICK SPRING STEEL
SEP 1 = 1997
PERMIT CENTER
SHEET
\//
1 OF 1
90 -40532
/ DESCRIPTION
1
FIXTURE PI_A
LOCATION
TUKWILLA,WA
AUG 11 1997
DATE
STORE N0.
SCALE
DRAWN BY
6/2/97
2785
3/32 =1 - 0
SLIM
JJM
LINEALS
SOUARE FT
CHECK BY
1951
•4
28688
l
/
DWG. NO
COs 6661 ICOMTU3.Re
778
09878398
I04 I
EIH l J LJ
c.
b
STORE 427195
FURNITURE DISPLAY AREA
0-140
_
' r 1 1-1 .
w ° dam- xz re
14P 514
ETEC
KOR
n
17117.1114 72444
RECEIVING 0021 E
WALL ELEVATION
STORAGE ROOM
WALL ELEVATION
CEILING LINE
03mALTER RECYCLE
yr -7
Dq1 -0306
Y�
e .a.•u �oMa , v a 7e .sr ❑
FIRST FLOOR
SCALE: 3/32' = 1• -0
ED
J
WQZ
WLLLJ
WL ,J
NOW
cnrv., 11TING aa flPSR cn�s c
2 7 2 1 AUG 51997
SEP 1 51997
AREA BREAKDCwN
4u110020 I80 -C 7 11 286E
GASH OF CE c
a 9 - 8
K , 152
COPY CENTER N/4 252
_
S ECTRICAL R 7 -6 0 1,6 86
RECEIVING OFFICE 12 -0 0 15-1 180
7 CORRIDORS N/A
JANITOR'S CLOSET 8 -C % 9 -8 78
9 s RESTROOM 17 - 1 K 9 - 6 1 62
0 020707EE5 70045E A 587
11 ANAGERS OF 12 -8 % 9 - 8 1 I/O
12 MEN'S RESTROOM N/A N/A
13 BULK SALES AREA N/A 4898
4 SALES AREA N/A 19517
5 STORAGE 57 -5 % 10-0 574
SPRINKLER ROO M N/A
17 BREAK BULK
19 TRUCKWELL
20 SIAR TH1NISH SI
BOOR Fl
22 CEILI NG HEIGHT
23 CHECKOUT TYPE
YES
YES
VCT
/A
26 3 24 BUIH Ott
27 4X4 BULK Ott
28 203 R/4 0
8 tt 3
2 2x4 R/B 019
30 4% R/4 07Y N/A
13
24 4' 0/0 Ott N/A 32 STEEL E/C 010
25 e' c/0 ow 3 ,S3 GON0 EJC
SPECIAL NOTES: 1 4 4 4 - RKL12222 162
2. - DIRECTORY
4 E = VING DUiLD - UP
NOTICE
/A
15
14
26
REVISIONS
DATE 05 SYMBOL
0
DESCRIPTION
ALL 5DENCE AND DISSEMINATION ENGINEER 0T BE MADE WITHOUT
0N-
WITH00
PRIOR WRITTEN CONSENT OF THE ARCHITECT.
ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE,
,41 HEREBY SPECIFICALLY RESERVED.
of F /ce
DEPOT .
2200 010 Gerrnanto. Room
Delray Beam. FL 33445 OFFICE DEPOT
407/278 - 4800 THE OFFICE PLACE
40 -4402 (FAX)
AIL 18 1997
CAD FIL V \STORE \WA \TUKJILA \2785 -SP
e