HomeMy WebLinkAboutPermit D99-0300 - National Envelope - Storage Racks, , , • `r L•••; i.••••• 0.•
National Envolope
City of Tukwila (
Parcel No:
Address:
Suite No:
Location:
Category:
Type:
Zoning:
Coast Type:
Gas /Elec.:
Units:
Setbacks:
Water:
Wetlands:
OCCUPANT
OWNER
CONTACT
CONTRACTOR
352304 -9018
18296 ANDOVER PK W
AWSE
DEVPERM
M2
001
North:
HIGHLINE
Contractor License No: LAPIALP055MZ
Permit Center Authorized Signature:
Signature:
DEVELOPMENT PERMIT
Fire
.0 South: .0 East:
Sewer: SEPTIC
Slopes: N
Occupancy:
UBC:
Protection:
.0 West:
Streams:
(206) 431 -3670
Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188
T e DvA v.
WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES,
APPLICANT IS PROCEEDING AT THEIR OWN RISK.
ISSUED
Permit No:
Status:
Issued:
Expires: 03/12/2000 WZ
00
WAREHOUSE
1997
SPRINKLERED
.0
Phone:
Phone: (206) 575 -2000
Phone: 206 - 575 -8378
Phone: 206 575 -2000
NATIONAL ENVELOPE
18296 ANDOVER PK W, TUKWILA, WA 98188
LA PIANTA LTD PARTNERSHIP
PO BOX 88050, TUKWILA WA 98138
JERRY SOIJZA
18221 ANDOVER PK W, TUKWILA, WA 98188
LA PIANTA LIMITED PARTNERSHIP
P.O. BOX 88050, TUKWILA, WA 98138
***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Permit Description:
INSTALL WAREHOUSE RACKING.
***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Construction Valuation: $ .00
PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr:
Curb Gut /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 Mairi Extension: N Private: N Public: N
Storm Drainage: N
Street Use: N
Water Main Extension: N Private: N Public: N
***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
TOTAL DEVELOPMENT PERMIT FEES: $ 68.44
************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Date: 9_1'7 9
1 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. 1 am authorized to sign for and obtain this
development r. mit.
oits.442&_....1.446.44/AA)::
Date: 9_: -7?
Print Name:_ __.------------__--
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.
City of Tukwila Z
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:
Print Name:
WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES.
APPLICANT IS PROCEEDING AT THEIR OWN RISK.
Signature:___
352304 -9018
18296 ANDOVER PK W
AWSE
DEVPERM
M2
001
North:
HIGHLINE
Contractor License No: LAPIALP055MZ
OCCUPANT NATIONAL ENVELOPE Phone:
18296 ANDOVER PK W, TUKWILA, WA 98188
OWNER LA PIANTA LTD PARTNERSHIP Phone: (206) 575 -2000
PO BOX 88050, TUKWILA WA 98138
CONTACT JERRY SOUZA Phone: 206- 575 -8378
18221 ANDOVER PK W, TUKWILA, WA 98188
CONTRACTOR LA PIANTA LIMITED PARTNERSHIP Phone: 206 575 -2000
P.O. BOX 88050, TUKWILA, WA 98138
*******************•********************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Permit Description:
INSTALL WAREHOUSE RACKING.
***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
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
***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
TOTAL DEVELOPMENT PERMIT FEES: $ 68.44
****************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
Permit Center Authorized Signature:
_ C�IY'NYY1
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.
.0 South:
Sewer:
Slopes:
7
DEVELOPMENT PERMIT
(206) 431 -3670
Permit No: _D99 -030
Status:
Issued:
Expires:
Occupancy: WAREHOUSE
UBC: 1997
Fire Protection: SPRINKLERED
.0 East: .0 West: .0
SEPTIC
N Streams:
'6:Q - Date: cL--3- c1(1
Date: 9 -/3.. 7?
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.
ANDOVER pK' W
Permit N
Address: 18296
Tenant:
?;Type: DEVPERM
Parco 1 II: 352304-9018
*** k**************'* * ***k*************** *** *�►t * *'
Permit: Condi:tioris:
1 . No. changes wi 11 be made to the plans unless approved by the
,Engineer arid the Tukwila pui lding
Al • ! 1 permits, inspection records, ',:arid • ::approved plans shal 'k be
ava i l able at the .lob : -site prior to the st o F any con
•structi on. These ' documents' are, to be maintained and avail-
able until f .1 rispeati _approval is granted
All construction' to ;.be dorie i n coriformanre., with approved
plans and requi rements `o f .,Urii form: Bu i l d i rig :Code (1997
• Ed i t i o& as ;, amerided, Un i .Form Mechanical' Code (1997• Ed i t:i`ari)
and Washington State Energy .Code `(1.997 Edition)
• Val.idnt -y`;of Permit The issuance'`of a permit' or approval of
p1ans, and computations shall not be `con
strued to be: `a permit For, or an approval of, any ; . v i of airs on
of any c � F the p r o v i s i o n s of the bu i 1 di r►g code or of any_
other or.d:inarice of the,jurisd ction. „: No permit presuming t,
•give author i to violate or : canoe l : the provisions o f this ;.
code`, .'shall be valid.
•
t.11 OF l "L11.W1,L14. ..
Adclilesti;: i,329( AN(OVEFS' P. W : Perni r t No:
'ci.i
ran t te :� t a t:u .
• 1'v.>je: i'Eirf'EI FI AOD lied:
1- ,I.a 3t)2304-9018 '.Issued:
4k4F4'4:4. 4 44444.4' 444'k:4. 4444. 4' 44. 4444•k4.'44.4'4'44.4.4'4.4t4'4. 4444• k' 4;4k•4•4k'kk44'4F•4•4•4k.'444 4.4444.4
P .eI' illi.t {.. d •l
on,t.on�. i`::
1 '1No t: fi aftoe'"-• wi 11.,:: be inade to -- the :o,l an - ,.uri 1 es.s, aDuroved by the
Erra:i iteer and the i l;ul w i °.1;a E3u:i'1.d4ni , D.;.1.i i :..i orb .
tl l ..pen .m ,ins.pac:t l n records. and nr ov. d' o Van_ Hsha 1 1 be
;j,v 'al ,l; b1e:at'• i site ;Ol :zr ro;the star t`c.►t arty cOn=
,str.ucti T hetie ri6:ime.nt: are t.o b , maint,:3iri ed anci avai 1-
`abt titytll tiria1 i`nsDec�,tion L i) ovLs1 , 1s Qt.:ai,te'd
. Al 1 cc'nstt :toi b'e done trt ..:00t.tt�i�nian6e . °w th:� aot r.oi� ed*.
i3.l.ary_; a rrc1 � r.ec.iu1r eni;ert �, t o.i the.Onit'ornr''£tug 1 dina ' i dcie (`.1,99
Ed it i on; r` aipendeid ...Llri i T onoi NNlechnn i cal Code . (1 u 97 :Ed i`t•1 on ): ::
•„an 1 W,a,sh n9toni' to Ener.9v. ',Lode t:.199? Ed 7 t ion.)
Va 1 t ci`;i tv : of F'er nri t , l ; �' ;uarrce s�.t' 8 uerni i t `'�r arib► "u. of
:D ltiar)i..i, "De,t.if ic�atioris ! a tici 'corm ut tlrt:-'.� shall riot ti e= c ori -`
'str ued to;,be. a perm it ;for .or::. ap t. i' pt -oval of antis vt.oilation,
`an of the r'rov i 1 g.ns of. the bti .ld i n9 code or` any..
' of a'
:or
`or.hei,r or.d pan ce .cif;. the :.iur l'dic.tion. NO berm it ores to
ai;ues<atith to ;'vi`o:la.te, or can e.t: th.e: Lir.ovi_ ion ; .o•t this
: cod+ `: sha:l 1 he va'l..i d.
D99 -1 00
APPROVED,
a24 /19
Project Name/Tenant:
/ a[iona l 6 e/0 te
Valueppf Construction:
f OQ�� , D
Site Address: J pity State/ p:
i
/(, 44,10.6/ Q /4- (A.). /r1y4co//
T P Numbe
5 a Soy 9 a /
PropertyOwner: / f i v`Slf ?PS ��✓ l C
!
,.
Phonp2\ J ,S7SUDb
c
Street Address: / , � /City State /Zip:
1 6 I - b o ti A/L w. / U , / w m
Fax #: -
( 9 - 6 ( 0 6 7 5 : - / B - 7
Contractor:
Phone:
Street Address: City State /Zip:
Fax #:
Architect , {r
L ot
Lone W' D s ((� ,SyS eivl
e /
Phor\:z 7,7.2. -5%
Street Address: City fate /Zi
'7 74 / li vP . I Sea /e GJa, 7R /Do
Fax #:
C NO 7 G-5 3 b(
Engineer: `/
Pigl S. /7/7f/".5 itssbc /2 /cs
Phone
(IS') sc/q_6G ?Z
Street Address: / Eit State /Zip:
/ ,22. -5 7- P . kor i-4 Ida ciiCc �fena�/ Cry_ y�z�:L
Fax #
( / , �(�'- Gb7y
Contact Persian : r ( n I
.7€ f y JcuzC- -- IVait6 640d01 .0
Phone: t�OU5 (ploq y to
be) �i"7S Y37
Street Address: y State /Zi
/�'.��r �i1�ovc'v //4 �� 2.1,/,,,,,/, City
Fax #:
‘ zo 6 St S'�i�-
Description of work to be done:
h51_a.) / lea /e1 Q ut9Se /fir. c -fh
Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family aWarehouse ❑ Hospital
❑ Church Cl Manufacturing Cl Motel /Hotel ❑ Office
❑ School /College /University ❑ Other
Proposed use: ❑ Retail CI Restaurant El Multi-family Warehouse CI Hospital
❑ Church ❑ Manufacturing ❑ Motel /Hotel Office
❑ School /College /University ❑ Other
Will there be a change of use? ❑ yes ❑ no
If yes, extent of change: (Attach additional sheet if necessary)
Will there be rack storage? 71 yes ❑ no
Existing fire protection features: in sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify)
Building Square Feet: 1) existing
Area of Construction: (sq. ft.)
Will there be storage of flammable /combustible hazardous material in the building? ❑ yes IP no
Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets
CITY OF T► 'KWILA
Permit Center
6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188
(206) 431 -3670
FOR STAFF USE ONLY
ject Number:
Permit Number:
OOb
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.
❑ Channelization /Striping
❑ Fire Loop /Hydrant (r aii
CI Land Altering /(',.
❑ Sanitary Side Sewer #:
❑ Storm Drainage
❑ Water Meter /Exempt it:
APPLICANT REQUEST PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING : ..
(Additional reviews may be determined by the. Public Works Department)
❑ Curb Cut/Access /Sidewalk ❑ Flood Control Zone
to vault) #: / Sizeis / ,�-
i ut' , /uti y fl :i-.lcy,�ill- /- cubic yds. d/andscape Irrigation
❑ Sewer Main Extension 0 Private 0 Public
❑ Street Use ❑ Water Main Extension 0 Private 0 Public
Size(s): 0 Deduct 0 Water Only
❑ Water Meter /Permanent # Size(s):
❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule:
❑ Miscellaneous
❑ Hauling
Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure wflib64b(iiiived and
is subject to possible revision by the Permit Center to comply with current fee schedules. CITY OF TUKWILA
Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of appliclijbh714p1 f
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 ext lne{elpgp once.
Date applicatioce: oaf ‘ft.
"2.
Date application exp s:
a -
Appj4tfon taken by: (initials)
PLEASE SIGN BACK OF APPLICATION FORM
CTPERM!T.DOC 1/29/97
BUILDING O NER OR AIrJ1 HORIZED AGENT:
Signature: � A�j l rr�
( � V
►.,. ,
1
fie '
+
Date: r
Fax
# y
.� �S�S SA
Print name: Q- f (` ! J i
�, I y U ,k z
Phone'
o . �
�,
�� .43 TL
f�
Address / L4 /ti/F�-�,t)
p/
CityI Late /Zil! �� 9 /
/11 ru cL
ALL COMMERCIAUMULTI- FAMTENANT IMPROVEMENT /ALT TION PERMIT APPLICATIONS
MUSITIt SUBMITTED WITH THE FOLLO ING:
DRAWIN S'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
❑
51 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 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT.
CTPERMIT.DOC 1/29/97
ill
7k*7k*** **** **** *7k*7k** ******* (****** f1k7k**** * *7ti**** **'*** * ***1k**1k***
CITY OF TUKWILA, WA TRANSMIT
* * * * * * * * * * * * * * * * * * * ** * *** * ** ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
TRANSMIT Number: R9800132 Amount: 68.44 08/24/99 11:56
Payment Method: CHECK Notation: NATIONAL ENVELOP Init: CAS
Permit No: D99 -0300 Type: DEVPERM DEVELOPMENT PERMIT
Parcel No: 352304 -9018
Site Address: 18296 ANDOVER PK W
Total Fees: 68.44
This Payment 68.44 Total ALL Pmts: 68.44
Balance: .00
********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Account Code Description Amount
000/322.100 BUILDING - NONRES 38.75
000/345.830 PLAN CHECK - NONRES 25.19
000/386.904 STATE BUILDING SURCHARGE 4.50
6270 09/25 9710 'TOTAL
•
Project:
JUATOL/AL e•ti ife-COPe
Ty of Inspection:
Address:
Date ca :
Special instructions:
Date wanted: /
i 15 0 0
P.m.
Requryw i 1
lak A
Phone:
•
INSPECTION RECORD
Retain a copy with permit
- INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
PERMIT NO.
(206)431-3670
Approved per applicable codes. El Corrections required prior to approval.
7i)
inspe
Datu
/
$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:
Project:
)Ct;\\ c•, t a...l
E: ► -- OrC \ "C
Type of fnst�cti n: •---- •
I i C C f'`i V
Add e
t i • � J
Date called: 1 - 1 1 r - DCC
Special instructions:
Date wanted: _ , a a. .m.
I ( -=�
Requester: �21)
)c(AM 1' \a■ - tC\ `�C.t
/Phone• ,I .) -�
I li Lt } I. - - - ..77.5 -1
.. "7 l `.
INSPECTION RECORD
Retain a copy with permit
INSPECTION
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188,
PERMIT NO.
(206)431 -3670
0 Approved per applicable codes. Corrections required prior to approval.
COMMENTS:
Oil ,nr 7216 bgess
oP1'c. 5SO% c6
0 $47.00 REINSPECTION FEE REQUIRED. Prior to insp:ction, fee must be paid
at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection.
Receipt No:
Date:
Project: ]'' / a 6
ii a ` t a ��,Type
of Inspection:
.. I
Address! � r Ap
Date called:
Special 1 i ` nstructions
Date wanted: <1
04 0
Requester: (A) h(
Phone: _.,/
s _ 75 ...._
0 7i
".
INSPECTION NO.
INSPECTION RECD
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southc Blvd, #100, Tukwila WA 98188
PERMIT NO.
(206)431 -3670
Approved per applicable codes. El Corrections required prior to approval.
COMMENTS:
r
0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspects n.
Receipt No:
Date:
INALAPP.FRM
City of Tukwila
Fire Department
Needs shift inspection
TUKWILA FIRE DEPARTMENT
FINAL APPROVAL FORM
Project Name /1/1• / Cam. PJ
Address ii % 9G 4 F`kJ'
Retain current inspection schedule
Approved without correction notice
Approved with correction notice issued
Sprinklers:
Fire Alarm:
Hood & Duct:
Halon:
Monitor:
Pre -Fire:
Permits:
Authorized Signature
/W "1 , f/•
John W. Rants, Mayor
Thomas P. Keefe, Flee Chief
Permit No. D' 1 ,79 .--01 ,3 062
Suite #
Date
Rev. 2/19/98 T.F.D. Form F.P. 85
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57S•4404 • Fax (206) 575.4439
Notic
If this calculation is submitt . for
calculations as listed in the : ble
by all drawings listed in S• tion,l: A
in ink of a contrasting cq or wit
signed across this block./
REPRODUCTIONS
National Envelope
Republic Racks
Location:
18296 Andover Park West
Tukwilla, WA
(Zone 3)
Prepared For:
National Envelope Corporation - Northwest
Tukwila, WA
Prepared By:
Peter S. Higgins And Associates
Consulting Structural Engineers
1225 -F North Pacific Ave.
Glendale, CA 91202
(818) 549 -0072
Peter S. Higgins, S.E.
Job Number 3888
August 19, 1999
This Document and the desiga..1
is provided as an instrumepr of service,
the written permission pfPeter S. Higgi
IS c
right by Peter S. iggins and Associates. It
all not be r • • duce in any fashion without
and Asso s.
'ng Departure s
g permit fipproval, / s hall contain all sheets of
is on the/next page(y , and shall be accompanied
ments hall bear a t t opriate seals and signatures
e Job li mber Ref nee. The calculation shall be
' r COPIES ARE INVALID
5EP 0 9 1999
AS SOCED
UILC�h G 17i 0
RECEIVED
CITY OF TUKWILA
AUG 2 4 1999
PERMIT CENTER
D 99 -0300
0�3
Table of Contents
PETER S. HIGGINS AND ASSOCIATES
CONSULTING STRUCTURAL ENGINEERS
Project: National Envelope
August 19, 1999
1 Reference Data 1
1.1 Documents 1
1.1.1 Drawings 1
1.1.1.1 By Peter S. Higgins and Associates 1
1.1.1.2 By Others 1
1.2 Loads 1
1.2.1 Vertical (Dead plus Live) 1
1.2.2 Seismic 1
1.2.2.1 General (UBC 2222) 1
1.2.2.2 Short Formulation 2
2 Basic Configuration 2
2.1 Components and Geometry 2
2.2 Check Beams 2
2.2.1 Design Forces 2
2.2.2 Beam Properties 3
2.3 Check Posts (Dead plus Live Loads) 3
2.3.1 Load to Post 3
2.3.2 Post Properties (net section) 3
2.4 Longitudinal Seismic 3
2.4.1 Base Shear 3
2.4.2 Design Forces 4
2.4.3 Post - Combined Stresses 4
2.4.4 Beam Connections 4
2.4.4.1 Design Forces 4
2.4.4.2 Connection Capacity 4
2.5 Transverse Seismic 5
2.5.1 Base Shear 5
2.5.2 Design Forces 5
2.5.2.1 Stability 5
2.5.2.2 Brace 5
2.5.2.2.1 Design Force 5
2.5.2.2.2 Brace Capacity 5
• yright lig Associates. Provided as an instrument of service. Copying by written permission only.
M
Job No.
Sheet ii
Project: National Envelope
August 19, 1999
PETER S. HIGGINS AND ASSOCIATES
CONSULTING STRUCTURAL ENGINEERS
1 Reference Data
This calculation reviews the installation of storage racks for structural adequacy. The sealing of draw-
ings is for the structural review of the storage racks only. Other information is not reviewed, nor
approved.
This is a relocation of storage racks originally reviewed by this office in October, 1995 (Job No. 1981)
and installed under permit. They are being moved to another building within the City of Tukwila. This
calculation reviews this material to current code.
1.1 Documents
1.1.1 Drawings
1.1.1.1 By Peter S. Hiegins and Associates
RP - 1
1.2 Loads
1.1.1.2 By Others
Conesco
NATE129 (7- 21 -99) Approved as noted (for material)
1.2.1 Vertical (Dead plus Live)
Loads per level = 3.6 kips
Design beams for 25% impact
1.2.2 Seismic
1.2.2.1 General (UBC 2222)
0.11C a lit/ 51/ = R T 11 < 2. SC a l
Where:
For default soils:
C =0.36
Cv =0.54
Soil Profile Type =SD
1 =1.00
Substitution yields:
_l
0.069 9
0.02811 1,�<_ 0.115W
< / ton —
0.0281i/ <_l/ — 0 'T 8
trans 0.
rans 14' < _ 0.146l✓
For working stress designs:
R= (1.4)(5.6) =7.84 Longitudinal (moment frame)
(1.4)(4.4) =6.16 Transverse (braced)
T= Structure Period (sec)
W= Rack +Contents per 2228.5.1
°Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only.
Job No.
Sheet 1
RECEIVED
CITY OF TUKWILA
AUG 2 4 1999
PERMIT CENTER
Project: National Envelope
August 19, 1999
PETER 5. HIGGINS AND ASSOCIATES
CONSULTING STRUCTURAL ENGINEERS
Job No.
Sheet 2
1.2.2.2 Short Formulation
If racks are interconnected such that 4 posts in each direction resist lateral load, then using
code maximum loads, and W =rack rated capacity:
V 1ang 5_0 .11514/= 0.115(DL +LL /2) . 0.06014/
1I trans � 0. 1461-,/= 0.146(DL + 0.075!V
(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
2.1 Components and Geometry
W
W =131"
a =78"
b =78"
Beam Type
G
2.2 Check Beams
2.2.1 Design Forces
L
M (2)(8)
=36.8 inch kips
1
1
H =156"
D =42"
1 = 44"
1d =58"
Upright Type
Min. C
< M
Smin 30
=1.46 in
°Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only.
r
Project: National Envelope
August 19, 1999
2.2.2 Beam Properties
2.4 Longitudinal Seismic
1
T> 2300 V II/L3 1 (2n2 +2n+ 1)
PETER S. HIGGINS AND ASSOCIATES'
CONSULTING STRUCTURAL ENGINEERS
G Beam
t =14 ga
S =1.70 in
I =5.24 in
2.3 Check Posts (Dead plus Live Loads)
2.3.1 Load to Post
2.3.2 Post Properties (net section)
[PICTURE]
P < (tl of levels)(L)
2
=3.6 kips
C Column
t =14 ga
A =0.63 in
S =0.75 in
r =1.33 in
r =1.10 in
1 /ry =40
as /rx =59
F =20.0 ksi
P =12.6k
11 Xa = 18.9a
Where:
W = Load per level
L = Spacing between levels
I = Moment of inertia of
post
n = Number of levels
O.K.
2.4.1 Base Shear
Determine Period - Rayleigh Method - UBC Method B. Derivation supplied upon request.
Units: kips, inches, seconds
RECEIVED
CITY OF TUKWILA
AUG 2 41999
PERMIT CENTER
°Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only.
Job No.
Sheet 3
i.4
•
Project: National Envelope
August 19, 1999
2.4.4 Beam Connections
( -)
PETER S. HIGGINS AND ASSOCIATES
CONSULTING STRUCTURAL ENGINEERS
Substituting yields:
T> 1.9 sec
Thus:
V <0.045W
2.4.2 Design Forces
P <3.6k; V<0.16k
M < Va- (1.3)P
< (0.16)(78) - (1.3)(3.6)
= 8.1 inch kips
2.4.3 Post - Combined Stresses
2.4.4.1 Design Forces
Mconn < 8 . 1 " k
2.4.4.2 Connection Capacity
P M
P M
M
=0.72 <1.33 O.K.
Standard Connection
M (1.33)(2.3)(4)= 12.3in k
O.K.
Job No.
Sheet 4 `.
(fixity due to width of base plate).
Effective throat of hook
= 0.875" X 0.188" = 0.164 in
Allowable Shear on Hook = 2.3 kips
°Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only,
Project: National Envelope
August 19, 1999
2.5 Transverse Seismic
2.5.1 Base Shear
Use Short Formulation
V= 0.075W =0.54k
2.5.2 Design Forces
0
± P
EQ
2.5.2.1 Stability
Peg < PD +L - Stable -No Uplift. Anchors provide added Factor of Safety.
Use min. 3/8" diam. ICBO approved expansion anchors.
Minimum embedment 2" into slab. O.K.
2,5.2.2 Brace
2.5.2.2.1 Design Force
Pb <0.8k
2.5.2.2.2 Brace Capacity
V
1
1.50
PETER S. HIGGINS AND ASSOCIATE
CONSULTING STRUCTURAL ENGINEERS
_ V /z'
PQq D
h' =117 inches
P =1.5 kips
Note: Bracing shown is schematic - see this section, subsec-
tion .2 for actual geometry.
t =14 ga
Anet = in
r =0.33 in
Job No.
Sheet 5
RECEIVED
CITY OF TUKWIIA
AUG 2 41999
CCopyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only.
PERMIT CENTER
•
•, • t
1 1, • , • 1
• • . "•• ' • . - , :,„
• ,
••• „
• „.•
(
— PETER S. IIIGGINS AND ASSOCIATES
CONSULTING STRUCTURAL ENGINEERS
Project: National Envelope
August 19, 1999
°Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only.
Job'
Sheet 6'
e
W
1
Type
C
e
A -F
1.50
1.00
G-J
2.44
1.00
Type
W
D
(ga)
As
Sx
rx
ry
A
3.00
1.63
14
0.44
0.47
1.26
0.63
B
3.00
1.63
13
0.51
0.54
1.26
0.62
C
3.00
3.00
14
0.63
0.75
1.33
1.10
D
3.00
3.00
13
0.74
0.87
1.32
1.09
E
3.00
3.00
12
0.86
1.00
1.32
1.08
F
3.00
3.00
10
1.08
1.22
1.30
1.06
G
4.00
3.00
14
0.71
1.08
1.74
1.12
H
4.00
3.00
12
0.83
1.25
1.74
1.12
J
4.00
3.00
10
1.21
1.78
1.71
1.09 ,
i
Type
A
B
d
t
(ga)
Sx
Ix
A
3.50
2.75
1.63
14
0.74
1.37
B
3.75
2.75
1.63
14
0.82
1.62
C
4.25
2.75
1.63
14
0.99
2.21
D
4.75
2.75
1.63
14
1.18
2.91
E
5.25
2.75
1.63
14
1.38
3.74
F
5.25
2.75
1.63
13
1.60
4.35
.. G
6.00
2.75
1.63
14
1.70
5.24 ,
GENERAL NOTES
CONN.
-U c 1
BRACE
DIMENSIONS
14ga
1. This drawing shows standard details of the rack
product line only. See engineer approved
installation drawings (same Job number) for
components used, special details, arrangement,
and site specific information.
2. The installation drawings govem over this drawing.
3. MATERIAL
Steel -ASTM A570 Grade 42 UNO
Welding Electrodes -AWS E70 -XX (all welds
single pass fillet welds designed at 50% stress
levels)
4. Expansion Anchors shall be ICBO approved types. e.g.
Hilti Kwik Bolt (ICBO RR #2156, 4627)
ITW Ramset/Red Head JS type (ICBO RR#1372)
Gunnebo Taper -Bolt Sup-R -Stud (ICBO RR #3219)
Rawl-Stud (ICBO RR #4514)
Embedment shall be minimum 5X Bolt Diameter.
Other similar anchors may be used if ICBO approved.
The anchor types, sizes, and embedments shown on
the installation drawing govem over the sizes shown
on this drawing.
Special inspections are not required unless noted on the
installation drawings.
5. Unless noted otherwise on the installation drawings, the
allowable soil bearing value is 1.0 KSF.
1_
Min. 9/16" net throat per hook
Hooks at 3" C-C
DIMENSIONS AND PROPERTIES
UNITS: INCHES UNO
BEAM - COLUMN CONN. ( 5 `)
7 ga t -
PETER
ASSOCIA
STR URAL E
1 5 -F NORTH P
LENDAL ,CA
818- 9-
i RAWINGAN
,COPYING BY
'WErSIGNE C OPT DE
BUILDING ERA
MUST SIG
D
t
COLUMNS
DIMENSIONS AND PROPERTIES
NET SECTION - UNITS: INCHES UNO
118
CCTV of To( v 4 A
Nob 2){ lggg
rim , .nT CENTER
Min. 3/8" Anchor
(1 per post)
STANDARD
T=11 ga
ti
FRONT
TYPICAL ELEVATIONS
SEE INSTALLATION DRAWNGS FOR
SITE SPECIFIC INFORMATION
�mAP KWRA
PRO ED
SEP 0 9 1999
IBS ttO r €D
BUILDING D
BASE PLATES
COMMON SIZES ONLY
SEE INSTALLATION DRAWINGS
FOR CUSTOM SIZES AND ANCHORAGE
7.01
Issue Date:
REPUBLIC
STORAGE RACKS
STANDARD DETAILS
pqq - 0.30
4
Type
A
B
d
t
(ga)
Sx
Ix
A
3.50
2.75
1.63
14
0.74
1.37
B
3.75
2.75
1.63
14
0.82
1.62
C
4.25
2.75
1.63
14
0.99
2.21
D
4.75
2.75
1.63
14
1.18
2.91
E
5.25
2.75
1.63
14
1.38
3.74
F
5.25
2.75
1.63
13
1.60
4.35
G
6.00
2.75
1.63
14
1.70
5.24 ,
Type
W
D
(ga)
As
Sx
nc
ry
A
3.00
1.63
14
0.44
0.47
1.26
0.63
B
3.00
1.63
13
0.51
0.54
1.26
0.62
C
3.00
3.00
14
0.63
0.75
1.33
1.10
D
3.00
3.00
13
0.74
0.87
1.32
1.09
E
3.00
3.00
12
0.86
1.00
1.32
1.08
F
3.00
3.00
10
1.08
1.22
1.30
1.06
G
4.00
3.00
14
0.71
1.08
1.74
1.12
H
4.00
3.00
12
0.83
1.25
1.74
1.12
` J
4.00
3.00
10
1.21
1.78
1.71
1.09 ,
e.g.
19)
?d.
m
Iwn
on the
,the
0.75
B
BEAMS
t
DIMENSIONS AND PROPERTIES
UNITS: INCHES UNO
-1 _ ;� I.
Min. 9/16" net throat per hook
Hooks at 3" C-C
BEAM - COLUMN CONN.
7 ga
D
COLUMNS
DIMENSIONS AND PROPERTIES
NET SECTION - UNITS: INCHES UNO
I E„PIRES MAR 3 1 /DUO - 1
ASSOCIA S
STR ' TURAL E NEE S
1 5 -F NORTH P.' FIC
/ GLENDAL , CA
/ 818- 9-
FLAWING DE • Y
,C OPYING BY f' E' 0 ONLY.
SIGNE COP . LY D FOR
BUILDING ERM P CA D WING
MUST SIG % AC OSS - BLOC
1/8
art ° ' itA
i 2. 41999
e ,.u-r (:ENTER
STANDARD
T =11 ga
L
Min. 3/8" Anchor
(1 per post)
trI
of
TYPICAL ELEVATIONS
SEE INSTALLATION DRAWINGS FOR
SITE SPECIFIC INFORMATION
UV Of TliNtUk
ARMED
SEP 0 9 1999
AS NO [EQ
ci
BASE PLATES
COMMON SIZES ONLY
SEE INSTALLATION DRAWINGS
FOR CUSTOM SIZES AND ANCHORAGE
Min. 1/2" Anchor
(2 per post)
FRONT SIDE
7.00"
SEISMIC (t-318 ")
Issue Date: August 18, 1999
Job #
3888
Drawing #
Added
Welds
REPUBLIC
STORAGE RACKS
STANDARD DETAILS RP -1
pqq-o�
DEPARTMENTS:
B}'ifdt Division
Public Works
Pern Coo Yot. CDPO
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D99 -0300 DATE: 8 -24 -99
PROJECT NAME: NATIONAL ENVELOPE
XX Original. Plan. Submittal Response to Incomplete Letter # _
Response to Correction Letter # _ Revision # After Permit Is Issued
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
TUES /THURS ROUTING:
Please Route lin Structural Review Required
APPROVALS OR CORRECTIONS: (ten days)
Approved
\PRROUTE DOC
5/99
Approved with Conditions
00
Fire Prevention
>C-' 1 '11
Structural
n
Planning Division
Permit Coordinator
No further Review Required
DUE DATE: 8-26-99
Complete Incomplete n Not Applicable
Comments:
DUE DATE 9-23-99
REVIEWER'S INITIALS: DATE:
Not Approved (attach comments)(
REVIEWER'S INITIALS: DATE:
CORRECTION DETERMINATION: DUE DATE
Approved n Approved with Conditions n Not Approved (attach comments) n
REVIEWER'S INITIALS: DATE:
Fire Department Review
Control #D99 -0300
(510)
Dear Sir:
City of Tukwila
Fire Department Thomas P. Keefe, Fire Chief
September 7, 1999
Re: National Envelope - 18296 Andover Park West
The attached set of building plans have been reviewed by
The Fire Prevention Bureau and are acceptable with the
following concerns:
1. The total number of fire extinguishers required for
your establishment is calculated at one extinguisher for
each 3000 sq. ft. of area. The extinguisher(s) should be
of the "All Purpose" (2A, 10B:C) dry chemical type. Travel
distance to any fire extinguisher must be 75' or less.
(NFPA 10, 3 -1.1)
Portable fire extinguishers shall be securely
installed on the hanger or in the bracket supplied,
placed in cabinets or wall recesses. The hanger or
bracket shall be securely and properly anchored to the
mounting surface in accordance with the manufacturer's
instructions. The extinguisher shall be installed so
that the top of the extinguisher is not more than 5
feet above the floor and the clearance between the
bottom of the extinguisher and the floor shall not be
less than 4 inches.
Extinguishers shall be located so as to be in plain
view (if at all possible), or if not in plain view,
they shall be identified with a sign stating, "Fire
Extinguisher ", with an arrow pointing to the unit. •
(NFPA 10, 1 -6.3) (UFC Standard 10 -1)
Clear access to fire extinguishers is required at all
times. They may not be hidden or obstructed. (NFPA
10, 1 -6.5)
John W Rants, Mayor
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57.•4404 • Fax (206) 5754439
Page number 2
City of Tukwila
Fire Department Thomas P. Keefe, Fire Chief
Fire extinguishers require monthly and yearly
inspections. They must have a tag or label securely
attached that indicates the month and year that the
inspection was performed and shall identify the
company or person performing the service. (NFPA 10,
4 -3, 4 -4 and 4 -4.3) Every six years, dry chemical and
halon type fire extinguishers shall be emptied and
subjected to the applicable recharge procedures.
(NFPA 10, 4 -4.1) If the required monthly and yearly
inspections of the fire extinguisher(s) are not
accomplished or the inspection tag is not completed, a
reputable fire extinguisher service company will be
required to conduct these required surveys. (NFPA 10,
4 -3, 4 -4)
2. No point in a sprinklered building may be more than
250 feet from an exit, measured along the path of travel.
(UBC 1004.2.5.2.2)
Exit hardware and marking shall meet the requirements
of the Uniform Fire Code. (UFC 1207 -1212)
3. Refrain from blocking sprinkler coverage with
shelving. NFPA standard #13 states that any shelving or
decks in excess of 4 feet in width will require
installation of sprinklers thereunder.
All new sprinkler systems and all modifications to
existing sprinkler systems shall have fire department
review and approval of drawings prior to installation
or modification. New sprinkler systems and all
modifications to sprinkler systems involving more than
50 heads shall have the written approval of the
W.S.R.B., Factory Mutual, Industrial Risk Insurers,
Kemper or any other representative designated and /or
recognized by The City of Tukwila, prior to submittal
to the Tukwila Fire Prevention Bureau. No sprinkler
work shall commence without approved drawings. (City
Ordinance #1742)
Maintain a 3' clear space around the sprinkler
John W. Rants, Mayor
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575.4439
City of Tukwila
Page number 3
Fire Department Thomas P. Keefe, Fire chief
riser(s) for emergency access. (NFPA 13 4 -1.2)
Contact The Tukwila Fire Prevention Bureau to witness
all required inspections and tests. (UFC 10.503)
(City Ordinance #1742)
4. Hose racks must remain unobstructed to allow the rack
to swing freely. (UFC 1001.7.3)
5. Sprinklers subject to mechanical injury shall be
protected with listed guards. (NFPA 13- 2.2.7)
6. Maintain hose station coverage per City Ordinance
#1742 and N.F.P.A. 14. Addition /relocation of walls or
partitions may require relocating and /or adding hose
stations.
7. All electrical work and equipment shall conform
strictly to the standards of The National Electrical Code.
(NFPA 70)
An aisle to and working space shall be provided for
each electrical panel. An aisle width not less than
24 inches shall provide access to the panel and 30
inches of working space shall be provided directly in
front of the panel. (NEC 110- 16(a), NEC 110- 16(c))
Each circuit breaker shall be legibly marked to
indicate it's purpose. (NEC 110 -22)
8. Your street address must be conspicuously posted on
the building and shall be plainly visible and legible from
the street. (UFC 901.4.4)
9. 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
John W. Rants, Mayor
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439
City of Tukwila
Fire Department
Page number 4
including 25', an average nominal 6" transverse flue
space between loads or at rack uprights shall be
maintained. (NFPA 231C 4 -3.1)
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)
Maintain minimum 6" longitudinal flue space between
back to back racks. (NFPA 231C)
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)
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)
10. Smoke venting and curtain boards required by Table
81 -A of the 1997 edition of the Uniform Fire Code, shall be
provided and installed per section 8102.7 and Table 81 -B of
the 1997 edition of the Uniform Fire Code.
11. 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.
John W. Rants, Mayor
Thomas P. Keefe, Fire Chief
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) S7S•4404 • Fax (206) 5754439
Yours truly,
cc: TFD file
ncd
City of Tukwila
Fire Department
5 10
The Tukwila Fire Prevention Bureau
John W. Rants, Mayor
Thomas P. Keefe, Fire Chief
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) 375-4404 • Fax (206) 575-4439
Detach And Display Certificate
Detach And Display Ceniticaie,
RE GISTERED
CONST AS PROV
CONT GENERAL
PATR',
CCOI
EFFEC
LA 44/01/20W . TIVE.-2,DATE PIANTA LIMITED PARTNERSHIP
PO BOX
TUKWILA 88028 WA 98/38-2028
13'
END ELEVATI ❑N
SCALE 1/2 "=
42"--
16'
FRONT ELEVATI ❑N
78"
130 1/2"
24 "— -
EXISTING REPUBLIC RACK
10'
9' - 1/2" TYPICAL AISLE
SEAL_
c
B
A
REV
REVISIONS
10' -10 1/2
BY
50'
DATE
CUSTOMER
A
SCALE
1/4"=
DATE_
/ - 21 -99
Q SC
, STORAGE SYSTEMS INC.
0 \AL - \V
APPROVALS
TITLE
PROJECT PLAN VIEW
H
REVIEWED and APPROVED
PETER S. HIGGINS & ASSOCIATES
CONSULTING STRUCTURAL ENGINEEPS
38 8u AUG 201999
JOB NUMBER HATE
9' -10 1/2
OP
WHEN PLOTTED 24" X 36"
7745, 1ST AVE SOUTH
SEATTLE, WA 98108
(206) 762 -569
FAX (206) 762 -6538
RECEIVED
AUG
PETERS. HIGGINS & ASSOC.
'c
_ and
plans does not authorial VW MolMlon of c
r ordinal" "VW of cont,,._:cr's
ed plane 11111111111Idaed.
MIRES, RANI 3I 2000.
APPROVED
SEP 0 9 1999
As NO ILO
DRAWN
KEN WHEELER
REVISION
15660 EAST HINSDALE DR
ENGLEWOOD, CO 80112
(303) 690 -9591
FAX (303) 690 -4663
DRAWING NO.
NATE129A
THIS DRAWING AND THE INFORMATION CONTAINED HEREIN IS THE PROPERTY OF CONESCO STORAGE SYSTEMS
INC. AND SHALL NOT BE USED OR DISCLOSED WITHOUT THE EXPRESS WRITTEN PERMISSION gOitRaCO,
DRAWING SUBJECT TO RETURN UPON DEMAND. 499 2 II t999
EERWT CENTER
2 1 999
SHEET
1 SHT
OF
SHT