HomeMy WebLinkAboutPermit D2000-146 - ETW - STORAGE RACKSETW
18360 OLYMPIC
AV S
D2000-146
,City of Tukwila (206) 431-3670
Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188
Parcel No: 785890 -0155 Permit No: D2000 -146
Address: 18360 OLYMPIC AV S Status: ISSUED
Suite No: Issued: 06/06/2000
Location: Expires: 12/03/2000
Category: AWSE
Type: DEVPERM
Zoning:
Const Type: Occupancy: WAREHOUSE
Gas /Elec.: UBC: 1997
Units: 001 Fire Protection: SPRINKLERED
Setbacks: North: .0 South: .0 East: .0 West: .0
Water: TUKWILA Sewer: TUKWILA
Wetlands: Slopes: N Streams:
Contractor License No: ENGINSP142RA
OCCUPANT ETW Phone:
18360 OLYMPIC AV 5, TUKWILA, WA 98188
OWNER THE SAMMIS COMPANY
6755 S '216TH,, KENT WA 98032
CONTACT CAREY FERGUSON Phone: 253- 297 -7771
1033 6 AV S, SEATTLE, WA 98134
CONTRACTOR'. ENGINEERED STORAGE PRODUCTS Phone: 206 682 -6596
1033 6TH AVENUE SOUTH, SEATTLE, WA 98134
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Permit Description:
PERMIT '49 BAYS OF EXISTING PALLET STORAGE RACK.
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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(in): .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
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TOTAL DEVELOPMENT PERMIT FEES: $ 234.26
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Date: 4`'1( _ --
Permit Center Authorized Signature:
Signature:
DEVELOPMENT PERMIT
WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES,
APPLICANT IS PROCEEDING AT THEIR OWN RISK.
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:
• r
Print Name: (kr Ita.„ t_Jo I t
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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CITY OF TU WIt_
Adiiress:., 18360 OLYMPIC AV ? Perm : 02000-146
S ui te .
Tenant:: Status ISSUED
Type: DEVPERM ,App l i e;d 05419/2000
Perc'e1 #: 788896-piss Issued 06/06/2000
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Permit Condi:tions:
1. No changes wi 11 be made to the plans unless approved by the
.Engineer and the Tukwila Building Division.
2 Al l { . canstru.ct ipn to be' done in conformance with approved
p 1 and and requirements of Uniform Building Code (1997
Edi am ended - +. Uniform'Mechanical� (1997 Edition),
and ,Washington State Energy: Code ;' (19'97 Edition) .
3`. All. $inspection r e�ords, ?:and approved plans shall
ay.ai fl abl a at the lob - Site, prior to the start of any' con
s trruct i,ona. These documents .are .to be. maintained and ava 1-1 -
ab1la� until final' inspect -:approval is granted.
4' Val.1.d i ty of Permit . ,The i ssuan'ce of : a 'Permit or approval , of
cifi,cations, and comput'ations'-shall not be con
'.strued.to b "e a,,per?mit for, or an approval of, :•any::violation.
of any,, of the p r o v i s i o n s of the building', co`d,e or .,:of any
other, ; or di`nance of the jurisdiction. No ',der mi t, resuming to
give authority to .violate or cancel the provisions of thi
code shall be valid. ,.
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Project Name/Tenant: J!,- - )A/
Value of Constructio • 6
Site Address: , _City State/Zip'
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Property Owner: _
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Phone:
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Stree Address: r ,i Ci State /Zi
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^Fax #:
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Area of Construction: (sq. ft.)
Contractor. r
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Phone:
Street Address! � a Zip
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F a?� #: �` ��
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Architect: r
Street Address: City State /Zip:
Fax #:
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Engineer:
Phone:
Street Address: City State/Zip:
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Fax #:
Contact P son: /•
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Phone: y�
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Fax #:
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Descr' tion of work to be done: &Ile"- . ,
- e -Ki'vt t S" G�X < <T . / P ea____,4,
Existing use: El Retail ❑ Restaurant ❑ Multi- family 2 Warehouse ❑ Hospital
❑ Church ❑ Manufacturing ❑ Motel /Hotel NI Office
❑ School /College /University ❑ Other
Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family RI Warehouse El Hospital
in Church ❑ Manufacturing ❑ Motel /Hotel ® Office
❑ School /College /University ❑ Other
Will there be a change of use? ❑ yes R no
If yes, extent of change: (Attach additional sheet if necessary)
Will there be rack storage? t IZ yes ❑ no
Existing fire protection features: gl sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify)
Building Square Feet: 1 7, .006' existing
Area of Construction: (sq. ft.)
Will there be storage of flammable /combustible hazardous material in the building? ❑ yes IET no
Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets
Date a .. 1;fincept�: _
Date
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A p` ;ken by: (initials)
CITY OF TV WILA
Permit Center
6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188
(206) 431 -3670
Commercial / Multi - Family Tenant Improvement / Alteration Permit Application
Application and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or facsimile.
CTPERMIT.DOC 1/29/97
PLICANT:REGIUEST FOR PUBLIC ; WORKS; SITE/CIVIL PL•'AN REVIEW OFTHE F,OLLO
Add!tional reviewma be deterinlned.by the Public Works De i artm'enQ .'
❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk
❑ Fire Loop /Hydrant (main to vault) #: Size(s):
❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds.
❑ Sanitary Side Sewer #: ❑ Sewer Main Extension
❑ Storm Drainage ❑ Street Use ❑ Water Main Extension
❑ Water Meter /Exempt #: Size(s): 0 Deduct
❑ Water Meter /Permanent # Size(s):
❑ Water Meter Temp # Size(s): Est. quantity:
❑ Miscellaneous
❑ Landscape Irrigation
O Private 0 Public
O Private 0 Public
0 Water Only
❑ Flood Control Zone ❑ Hauling
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.
PLEASE SIGN BACK OF APPLICATION FORM
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BUILDING O ER OR •
THORIZED AGENT:
Signature:
Date: 5—__ c o
Print name:
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ALL COMMERCIAUMULTI -FA TENANT IMPROVEMENT /ALT TION PERMIT APPLICATIONS
MUSE SUBMITTED WITH THE FOLL�ING:
➢ ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT,
STRUCTURAL ENGINEER OR CIVIL ENGINEER
➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN
➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED
N/A SUBMITTED
❑ 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 :
❑ M 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
S. 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-
71 05 ,.1� 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 an
obtain the permit will be required as part of this submittal
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
CTPERMIT.DOC 1/29/97
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TRllNSI'i] :T P4uniklrr r, 89800288 :AniJ4lrii: w 234.26 05/1,9/00: 16::29 Payment: .Method° CFIdECI Not ztion :_ Ci4G114111::itE '1'II01)U Init Ti
,fermi t . ilrz: I)2000..146 Type: I)1::V'P1 R/i DEVCL.UPIil:141 I'LI61IT
Parcel l Mar 7 0CP: 0155
8,i I;re , Addressr, 113360 OLYMPIC: AV ;;
Total Fee, : 234.26
1 1 1 1 a F' Y In a rli . 234.26 1'u]:lx1 AL.I..I'mt ti: 234.26
Balance: .00
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Account Code Dc crriut:iorl
000/322.1,00 llI.ITL. - NOON ES
000/345 I33() PLAN C11ECI; •- hlONIIEli
000/386.904 FE BU] :L()IiNICi SURCHARGE
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4481 05/22 9717 . TOTAL 234.26
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Date wanted: a.m.
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INSPECTION RECORD
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
Approved per applicable codes. Ei Corrections required prior to approval.
El $47.00 REINSPECTION FEE REQUIRED. Prior to ins.ection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Date:
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INSPEC ION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
INSPECTION RECORD
Retain.a copy with permit
PERMIT NO.
(206)431 -3670
Approved per applicable codes. Corrections required prior to approval
COMMENTS:
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$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
\ ,R.etain.. curr.ent inspection s.che,dule
X Needs shift inspection
.0 `Approved without correction notice
Approved with correction notice issued
Sprinklers: -
Fire Alarm:
Hood & Duct: A/
Halon: A�
Monitor:
Pre-Fire: A/
Permits:
/ A )1/
Authorized Signature
FINALAPP.FRM
Rev. 2/19/98 T.F.D. Form F.P. 85
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 - 575.4404 • Fax: 206 - 575.4439
Project Name 6:71V
City of Tukwila
Fire Department
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TUKWILA FIRE DEPARTMENT
FINAL APPROVAL FORM
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Steven M. Mullet, Mayor
Thomas P Keefe, Fire Chief
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CITY OF TUKWILA
MAY 19
PERMIT CENTS i •
BY /37 DATE S /Z00 C PROJECT SHEET NO. 3 OF
CHKD. BY DATE JOB NO. DD 3 3
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RECEIVED
cry OF TUKWILA
MAY 1 9 2000
PERMIT CENTER
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ACTIVITY NUMBER: D2000 -146
PROJECT NAME: ETW
SITE ADDRESS: 18360 OLYMPIC AVE S
DATE: 5 -19 -2000
SUITE #
XX Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter # Revision # After Permit Is Issued
DEPARTMENTS:
Blinding Division
PG y
Public Works n
Complete
APPROVALS OR CORRECTIONS: (ten days)
Approved
\PRROUTE.DOC
5/99
PERMIT COORD COPY
PLAN REVIEW /ROUTING SLIP
41
Fire Prevention
AMa� s —
Structural
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Comments:
TUES /THURS ROUTI G:
Please Route Structural Review Required
REVIEWER'S INITIALS:
Approved with Conditions
Incomplete n Not Applicable E
n
Planning Division
Permit Coordinator
n
DUE DATE: 5- 23-2000
No further Review Required
n
DATE:
DUE DATE: 6-20 -2000
Not Approved (attach comments) n
REVIEWER'S INITIALS: DATE:
CORRECTION DETERMINATION: DUE DATE
Approved n Approved with Conditions Not Approved (attach comments)
REVIEWER'S INITIALS: DATE:
City of Tukwila Steven' M. Mullet, Mayor
Fire Department Thomas P. Keefe, Fire Chief
Fire Department Review
Control #D2000 -146
(512)
Re: ETW - 18360 Olympic Avenue South
May 24, 2000
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)
3. High -piled combustible storage is combustible
materials in closely packed piles more than 12 feet in
height or combustible materials on pallets or in racks more
than 12 feet in height. For certain special- hazard
commodities such as rubber tires, plastics, some flammable
liquids, idle pallets, etc., the critical pile height may
be as low as 6 feet. (UFC article 2, sec. 209 -H)
In double row racks with heights of storage up to and
including 25', an average nominal 6" transverse flue
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 2
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
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)
Racks designed for high -piled storage must comply with
section 2207 of The Uniform Building Code. Please
contact The Tukwila Building Department for details
pertaining to design and installation standards.
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)
4. 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.
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 - 575 - 4404 • Fax: 206 - 575 - 4439
Steven M. Mullet, Mayor
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Page number 3
Yours truly,
city of Tukwila
The Tukwila Tukwila Fire Prevention Bureau
cc: TFD file
ncd
Steven M. Mullet, Mayor
Fire Department Thomas P. Keefe, Fire Chief
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206. 575.4404 • Fax: 206 -575 -4439
FEB -29 -00 01:10PM FROM- ENGINEERERFft STORAGE PRODUCTS 206 -682- 4996 .—
F63$.O5:d10Q t8197)
6 fl
Tee.,.,k - "L-)0040- 0 (4
Detach And Display Cortificate
REGISTERED AS PROVIDED BY LAW AS
CONST CONT GENERAL
REGIST. # EXP. DATE
CCO1 . ENCXNPI013JK 01/01/2001
EFFECTIVE DATE. 04/12/1999
ENGINEERED . PRODUCTS INC.
1033 6TH AVE S .
SEATTLE. WA' 98134 ' '
Signature
Issued by DEPARTMENT OF LABOR AND.,INDTJSTRLES
T -264 P.01 /01 F -204
I
PIease Remove
And Sign
Identification
Card Before
Placing In
Billfold
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LEGEND
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$1 E XIST ING SURVEY MONUMENT Q CENTERLINE
' SE IRON PIN WITH ID CAP R/W RIGHT -OE -WAY
i SET TACK IN LEAD IN FACE OF CURB OR ON
2 WATER METER SO STORM DRAIN
N WATER VALVE SS SAN I TAR SEWER
• CATCH BASIN W WATER MAIN
MS CURB INLET G GAS MAIN
O SEWER MANHOLE EC ELECTRICAL CONDUIT
O GAS METER TC TELEPHONE CONDUIT
C . CORRUGATED METAL PIPE U GA S VALVE
C P CONCRETE PIPE
PS PAR STALL
S 11 ° 23'59 "W
20' WIDE RESERVATION FOR RAILROAD , PER PLAT
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TOP:22.55 b GUARD POSTS
1NV:19.65
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TOP .22_04
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' TYPI CA L.ON THIS SITE
OLYMPIC
EXISTING CONCRETE BUILDING 18340,18350&18360
OLYMPIC AVENUE SOUTH,
FLOOR =26.29 N.END TUKWILA,WASHINGTON 98188
&26.19 S. END
LOT 20
1
SUPPORT COLUMN'S
"TYPICAL'
SD •�
TOP: 2 1.95
INV.19.05
TOP:22.56____/ C I
INV.14.31
SO
. C 1AP
ASPHALT
NOTES
ELEVATIONS
BEARINGS
A REA
PARKING
NOTE:
PROPERTY IS NOT WITHIN THE 100 YEAR FLOOD ZONE AS SHOWN ON THE
U.S. DEPARTMENT OP HOUSING AND URBAN DEVELOPMENT'S FLOOD
INSURANCE MAP.
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AVENUE
NV .22.24
I NV .20.24
REFER TO NATIONAL GEODETIC VERTICAL DATUM(NGVD.I BASED ON MEAN SEA LEVEL(M.SL./
1929. B.M. USED WAS TOP OF BRIDGE DECK,ON fL ,AT THE EAST ENO OF BRIDGE OVER
GREEN RIVER, ELEV : 35.00.
BASED ON K.C.A.S.OATA(KI NG COUNTY AERIAL SURVEY 1 A SHORT FLAT NO- MF - 76-19-SS (AMENDEDI
SITE CONTAINS 137,532 SQUARE FEET OR 3 -16 ACRES.
SITE CONTAINS 63 PARKING STALLS AS SHOWN HEREON
DING LIGHT
PARKING LOT
410.2
TOP .21.90/
INV..18,0
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LANDING DOCK
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SOUTH
LOT 19
DETECTOR- Z
CHECK VALVES
ELECTRICAL
TRANSFORMER
LECTRICAL EASEMENT
(WITHIN THE WEST 100'OF THE SOUTH i
160' AND THE WEST 10', OF THE SITE) 0. 4,
REC. NO 7810170752
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i_ - NV : 1341
DESCRIPTION:
LOTS 19 AND 20 OP SHORT PLAT NO. MF- 78 -19 -SS
RECORDED UNDER RECORDING NO.'S 780626 -0695,
AND AMENDED UNDER RECORDING NO. 780721 -0798,
BEING A SHORT PLAT OF:
THAT PORTION OF LOTS 14, 15,16 AND 17 OF THE
PLAT OP SOUTHCENTER SOUTH INDUSTRIAL PARK
ACCORDING TO THE PLAT RECORDED IN VOLUME 97
OF PLATS, PAGES 22 THROUGH 25, INCLUSIVE, IN
KING COUNTY, WASHINGTON, DESCRIBED AS
FOLLOWS:
BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT
16; THENCE NORTH 78 ° 36'10' WEST ALONG THE
SOUTH LINE OF SAID LOTS 15 AND 14, A DISTANCE
OF 360.00 FEET; THENCE NORTH II ° 23'50 ° EAST
ALONG A LINE 30 FEET WEST OF AND PARALLEL TO
THE EASE' LINE OF SAID LOT 14, A DISTANCE OF
698.25 FEET; THENCE ALONG A CURVE TO THE
RIGHT HAVING.A RADIUS OF 110.00 FEET, AN ARC
DISTANCE OF 172.69 FEET THROUGH A CENTRAL
ANGLE OF 90 ° 00'00'; THENCE SOUTH 78 ° 36 . 10'
EAS':' A DISTANCE OF 480.00 FEET; THENCE ALONG
9 CURVE TO THE RIGHT HAVING A RADIUS OF
_10.00 FEET, AN APC DISTANCE OF 172.79 FEET
THROUGH A CENTRAL ANGLE OF 90 ° 00'00'; THENCE
SOUTH 11 ° 23'50' WEST A DISTANCE OF 648.25
FEET; THENCE ALONG A CURVE TO THE LEFT HAVING
A RADIUS OF 50.00 FEET, AN ARC DISTANCE OF
78.54 FEET THROUGH A CENTRAL ANGLE OF
90 ° 00'00'; THENCE NORTH 78 ° 36'10' WEST A
DISTANCE OF 390.00 FEET TO THE POINT OF
BEGINNING.
SITUATE IN THE COUNTY OF KING, STATE OF
WASHINGTON.
SURVEYOR'S AS -BUILT CERTIFICATION:
I HEREBY CERTIFY TO:
PARR PROPERTIES DEVELOPMENT COMPANY
STEWART TITLE COMPANY OF WASHINGTON, INC.
THAT THIS 'AS- BUILT' SURVEY HAS BEEN COMPILED
FROM A SURVEY ACTUALLY MADE ON MAY 27TH,
1986, ON THE GROUND AS PER ABOVE DESCRIPTION;
THAT IT IS CORRECT; AND THAT AT THE TIME
SURVEY WAS MADE, THERE WERE NO EASEMENTS OR
ENCROACHMENTS EITHER WAY ACROSS PROPERTY
lk LINES, EXCEPT A 1 HEW.
325.50
L . I. NO. 18723
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RECEIVED
CITY OF TUI(WILA
86107
CENTE
1 1
SHEET N0.
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CHBCKID BY:
CF
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ETV
DAr
5/6/00
SCAR
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DK
DRAWINGS PREPARID FOR
ETW
18360 OLYMPIC AVE S.
TUKWILA,WA 98188
APPROVDD
me ENGINEERED PRODUCTS
GIMID 1033 6th Avenue South Seattle, WA 98134
Phone: 206-682-096 Fax: 206-682-4995
Storage and Material Handling Specialists
NIS COW PNIS MONS
NIXON SIVSL NOT RE
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LM20 COLUMN
1 1/2"
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SEE NOTES FOR SPECS
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BRACKET ASSEMBLY -
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7
TYPE B
LBF 404 BEAM
19/32
2 HOLES
3/16" TYP
3/16"
STANDARD FOOTTLATE
100A A36 MILD STEEL
7/8"
5/8 "0
3/8" THK
STRUCTURAL NOTES
1. RACKS ARE MANUFACTURED BY LODI METAL TECH (LMT) OF LODI, CA OR EQUIVALENT
2. MINIMUM YIELD (Fy) AND ULTIMATE (Fu) STEEL STRENGHTS SHALL BE AS FOLLOWS:
A) BEAMS AND COLUMNS Fy =50ksi Fu =65 ksi
B) BRACING STRUTS Fy =45ksi Fu =60ksi
C) BASE PLATES Fy =36ksi Fu =58ksi
3. MAXIMUM RACK LOAD PER LEVEL PER PAIR OF BEAMS SHALL BE AS FOLLOWS:
A) TYPE "A" RACKS: 3,500 LBS.
B) TYPE "Ft RACKS: 1,500 1.8S.
4. CONCRETE SLAB IS 5 1/2" THICK WITH fc'= 2500psi
5. ALLOW. SOIL BEARING IS GIVEN AS 1500 psf FOR GRAVITY LOADS.
6. TIE —DOWN ANCHORS SHALL BE HILTI KWIK BOLTS OR EQUIV. USE 1/2 "0 X 4 1/2"
ANCHORS WITH 3" EMBEDMENT PER BASE PLATE. AND THE FOLLOWING:
A) TYPE A" RACKS: TWO ANCHORS PER BASE PLATE
B) TYPE "8" RACKS: ONE ANCHOR PER BASE PLATE
SPECIAL INSPECTION IS NOT REQUIRED
7. POST LOAD SIGNS NOT LESS THAN 50 SQUARE INCHES IN AREA DEPICTING
THE DESIGN CAPACITY AT CONSPICUOUS LOCATIONS.
8. IF ANY DISCREPANCY OCCURS, CONTACT THE ENGINEER FOR CLARIFICATION.
FIRE PROTECTION NOTES
1. SPRINKLER DENSITY IS .39 GPM OVER 5600 SQ FT
2. SPRINKLER HEAD TEMPERATURE IS SET AT 165T.
3. TYPE OF STORED PRODUCT IS HAND AND POWER TOOLS
STORED IN CARDBOARD BOXES — NO ENCAPSULATION
4. TOP OF STORED PRODUCT TO BE 19' W MUM
EXISTING NOTES:
1. EXTERIOR DOORS ARE 3' SWING TYPE WfTH LOCKING KNOB
WHICH REQUIRE NO SPECIAL KNOWLEDGE OR EFFORT TO OPEN.
7
3/16
BPS FOOT PLATE
RECEIVED
CITY OF TUKWILA
PERMIT cr NT-
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As Noted
DATE
5/6/00
JOB M:
ETW
CHECKED BY
CF