HomeMy WebLinkAboutPermit B94-0049 - US INK - STORAGE RACKSCity of ?iiilcwl& �
(206) 431 -3670
Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188
RACK STORAGE PERMIT
Permit No: B94 -0049
Type: B -RACK
Category:
Address: 17300 WEST VALLEY HY
Location:
Parcel U: 252304 -9021
Zoning: M1
Contractor License No.: NORTHS *15307
Status: ISSUED
Issued: 02/17/1994
Expires: 08/16/1994
Suite:
TENANT US INK
17300 WEST VALLEY HY, TUKWILA, WA 98188
OWNER RELCO INVESTMENT CO
PO BOX 88700 TUKWILA BR, SEATTLE WA 98188
CONTACT DARRYL DALISKY Phone: 206 251 -8700
17300 WEST VALLEY HY, TUKWILA, WA 98188
CONTRACTOR NORTHERN STEEL Phone: 206 575 -1671
600 ANDOVER PK E, TUKWILA, WA 98188
********************************,************ * * * * * * * ** * * * * * * * * * * * * * * * * * * * * **
Permit Description:
ERECTION OF STORAGE RACKS IN EXISTING WAREHOUSE.
Rack Storage Dimensions - L"inear'Feet;''
46
UBC Edition: 1991
Valuation:
Height
12.0
. 0
. 0
. 0
. 0
. 0
800.00
Tota.1 s
552
Total Permit Fee: 10.02
552
** * * * * * * * * * * * *. ************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Center Authorij-d Signature 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 provisions of any other state or local laws regulating
construction or th:e-performance of work. I. am authorized to sign for and
obtain this bui) ding, er.9Pit.
Signature:
Print Name: 4- 2i2'IL J /4--Lt S '(
Date:.
Title: PL$ 4'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.
CITY OF TUKWIL '
Department of Co >nmunity Development — Permit Center
6300 Southcenter Boulevard - #100, Tukwila, WA 98188
(206) 431 -3670
Building Permit Application Tracking
PLAN CHECK
NUMBER
PROJECT NAME
SITE ADDRESS
INSTRUCTIONS TO STAFF
• Contacts with applicants or requests for information should be summarized in writing by staff so
that the status of the project may be ascertained at any time.
• Plan corrections shall be completed and approved prior to sending to the next department.
• Any conditions or requirements for the permit shall be noted in the Sierra system or summarized
concisely in the form of a formal letter or memo, which will be attached to the permit.
• Please fill out your section of the tracking chart completely. Where information requested is not
applicable, so note by using "N /A ", date and initial.
SUITE NO.
DEPARTMENTAL REVIEW
"X" in box indicates which departments need to review the project.
DEPARTMENT
DATE IN
A DATE APPROVED
REQUIREMENTS % `COMMENTS
BUILDING -
initial review
°�`� -q�
‘
-I' ��f
11
�� I ��`'i�
(ROUTED
.
RP CI
CONSULTANT: Date Sent - Date Approved -
FIRE PROTECTION: • Sprinklers ) Detectors
[ ) N/A
FIRE
FIRE DEPT. LETTER DATED: 4A.,/ Nat 4 INSPECTOR:
INIT: , f
1
0 PLANNING
BY:
init.)
ZONING: BA Ye
R/LAND USE CONDITIONS? s No
REFERENCE FILE NOS.:
INIT:
MINIMUM SETBACKS: N- S- E- W-
PUBLIC
WORKS
UTILITY PERMITS REQUIRED? $ Yes • No
PUBLIC WORKS LETTER DATED:
INIT:
0 OTHER
INIT:
BUILDING -
final review
1.
t
Gt
TYPE OF CONSTRUCTION:
(A01--‘5
CERT. OF OCCUPANCY?
QYes 1:R-No
UBC EDITION (year):
1Lifl'
INIT
BUILDING
OFFICIAL
i 1 I 1�
`-i in
x / I7/ 6/y
INIT:
REVIEW COMPLETED
AMOUNT
OWING:
4 . n.oa
CONTACTED
L1 1� 1 1 ,
,^
Q ,
DATE NOTIFIED
r�� -
1
BY:
init.
2nd NOTIFICATION
BY:
(init.)
3RD NOTIFICATION
BY:
init.)
01108199
CITY OF TUKWILA
Department of Community Development - Building Division
6300 Southcenter Boulevard, Tukwila WA 98188
(206) 431 -3670
BULDUL PERMIT
APP LIC , TON
DESCRIPTION
PLAN CHECK
NUMBER
' Oa
rL'►sti'i;•r�i'risw:+Fri riw.l l f
BUILDING PERMIT FEE
PLAN CHECK FEE
BUILDING SURCHARGE 14 . b
AMOUNT
5.5
RCPT #
DATE
OTHER:
TOTAL -
SITE ADDRESS SUITE #
17300 W. VALLEY HWY. TUKWILA, WA 98188
VALUE OF CONSTRUCTION - $
Q� �D
PROJECT NAME/TENANT
US INK
ASSESSOR ACCOUNT # l r'
QSc),30! 1? — 90Q [— 0V
(commercial) L] Demolition (building)
O Other:
TYPE OF O New Building Li Addition (iTenant Improvemen
WORK: a) Rack Storage O Reroof C7 Remodel (residential)
DESCRIBE WORK TO BE DONE:
ERECTION OF STORAGE RACK
BUILDING USE (office, warehouse, etc.)
WAREHOUSE
NATURE OF BUSINESS: PRINTING INK MANUFACTURING
requirements may need to be met. Please explain:
WILL THERE BE A CHANGE IN USE? d No Ci Yes If Yes, new building
SQUARE FOOTAGE - Building: 1200 SQ. FTTenant Space:
Area of Construction:
OR HAZARDOUS MATERIALS IN THE BUILDING?
—B COMBUSTIBLES
System
WiLL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE
.:7; No (' Yes IF YES, EXPLAIN: STORAGE OF CLASS III
FIRE PROTECTION FEATURES: Li Sprinklers 0Automatic Fire Alarm
PROPERTY OWNER RELCO INVESTMENT CO.
BUILDING OWNER
OR
AUTHORIZED
AGENT
SIGNATURE
(PHONE (206)
PHONE
2
487 -6702
ZIP 96138
6)__57_5- 1_621 _
ZIP 9818.E
ADDRESS P.O. BOX 8870Q
SEATTLE,
WA
PRINT NAME
CONTRACTOR
_ NORTHERN St EEL
ADDRESS 600 ANDQS7E13. PAR
WA. ST. CONTRACTOR'S LICENSE 4
EAST
SEATTLE,
WA
17300
W. VALLEY HWY.
CITY/ZIP
EXP. DATE
ARCHITECT
CONTACT PERSON DARRYL DALISKY
PHONE
PHONE
(ZIP
ADDRESS
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO
BE TRUE AND :CORRECT, AND I: AM AUTHORIZED TOAPPLY FOR THISPERMIT,
BUILDING OWNER
OR
AUTHORIZED
AGENT
SIGNATURE
DATE
2 -9 -94
PRINT NAME
DARRYL DALISKY
PHONE
(206) 251
-8700
ADDRESS
17300
W. VALLEY HWY.
CITY/ZIP
TUKWILA
98188
CONTACT PERSON DARRYL DALISKY
PHONE
(206) 251
-8700
APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the
application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at
the Building counter which provide more detailed information on application and plan submittal requirements.
Application and plans must be complete in order to be accepted for plan review.
VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of
Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting
application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is
subject to possible revision by the Building Division to comply with current fee schedules.
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.
EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall
expire by limitations. 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 304(d) of the Uniform Building Code (current edition).
No application shall be extended more than once.
It you have any questions about our process or plan submittal requirements, please
contact the Department of Community Development Building Division at 431-3670.
DATE APPLICATION ACCEPTED
Q-ct-qq_
DATE APPLICATION EXPIRES
SUBMITTAL CHECKLIST
COMMERCIAL -- --- -•
NEW COMMERCIAL BUILDINGS /ADDITIONS
l Completed building permit application (one: for each 'structure),;
i_
0 Assessor Account Number
Two sets(2) of the following:
Specifications
I Structural calculation rtampod by a Washington State licensed
engineer
C_] Soils report stamped by a Washington State,licensed engineer
Topographical survey
Energy calculations stamped by`a Washington State licensed
engineer or architect •
Legal description.
•
Working drawings, stamped by a Washington State licensed':.
architect, which include:
• Site plan
• Architectural drawings
• Structural drawings
Mechanical drawings
• C▪ ivil drawings
•.Landscape plan
•
Lr ] Completed utility permit application
[1 Six (6) sets of civil drawings •
ono for entire project)
NOTE: See utility permit application and:cheeklist (or specifi utility ':
submits; requiroments.
RACK STORAGE
! Cemptetod.huildir.g•permit application,
Asses her Account Number
Two (2) nets of plans, which include`,'
I fluor plan showing:
• Entire space where racks will he to::ated
• Exit door
• Dime,nsions of all aisles
1 Tuncint space floor plan showing rack storage layout, aisles and
N )TE: Include dimensions of racks (height, width and langth),.ais!as
ono' cxi: ways on plan. •
Structural calculations stamped by a Washington. State liconsod':
engineer (rack storage 0' and over),
i ;ESIDr~ NT /AL --._
COMMERCIAL TENANT: IMPROVEMENTS:.:::
Completed building permit application (one for each
tenant): ;;
Assessor Account Number
structure or:.
(2),sets of..constructiortplans;
Site plan
Location of tenant space :
***** k*************k******k k** k**** ***** *********k * ** * *•k*** *AhA•k
CIlY OF. TUKWILA, WA TRANSMIT
** k* k* k• kA* k********** k**** k****** A** *k *k* * * *k * * * * *A ****h*** ** * **
TRANSMIT Number: 94000183 Amount :. 10.02 02/17/94 15:01
Permit Not 094-0049 Type:. 0-RACK RACK STORAGE PERMIT
Parcel No: 252304 -9021 02/22/94
Site Address: 17300 WEST VALLEY HY
Payment Method: CASH Natation: US INK Init:.SAO.
* k***** k* k********************. k**** *kk•k* * * ***k* *A ** ** **k** ** * *A*
Account Code Description Paid
000/322.100 BUILDING NONRES 5.52
000/386.904 STATE BUILDING SURCHARGE 4.50
Total (Thin Payment):
Total Fees:
Total All Payments:
Balance:
10.0.
10.02
.00.
10.02
GENERA
GENERA
TOTAL
CASH
CHANGE
9332A000,
5.52
4.50
10.02
10.02
0.00
22 :47
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
(206) 431 -3$70
-19-a: r
no sp n% .
2
.dress: co %
�/0
ai (
I :, 'run
Special Instructions:
1
Date Wanted: . 4.1-4. am p.m.
Requester I
DOWN
Phone No.: z s-' ' y.--7,00
Approved per applicable codes.
COMMENTS:
O Corrections required prior to approval.
O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee m st be paid at
6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Recept No,:
+fiehfa_.��w.�...iSMh�a,._. -..w -3-a"' Imt� .b:n�i....•1LSisYn.eA....naw►{ Fla-" 1! i ..A......w1...7......_...��... ew.__.a_�. alt.!
,,Klitt,11,1,■■Et
City of Tukwila
Fire Department
1
Project Name
Address
TURWILA FIRE DEPARTMENT
FINAL APPROVAL FORM
,\ Retain current inspection schedule
Needs shift inspection
Approved without correction notice
Approved with correction notice issued
John W. Rants, Mayor
Thomas P. Keefe, Fire Chief
Permit No. jij- 67047/%
Suite #
Sprinklers:
Fire Alarm:
Hood & Duct:
Halon: A/
Monitor: "A1/174S)W6
Pre-Fire:
Permits:
Aut gnature
De9
FINALAPP.FRM T.F.D. Form F.P. 85
Headquarters Station: 444 Andover Park East * Tukwila, Washington 98188 • Phone (206) 575.4404 • Fax (206) 57$4437
CITY OF TUKWILA
Address: 17300 WEST VALLEY HY
Suite:
Tenant: US INK
Type: B -RACK
Parcel #: 252304 -9021
Permit No: B94 -0049
Status: ISSUED
Applied: 02/09/1994
Issued: 02/17/1994
*' k******** k• k*********.' k*** k• kk*• k** k' k* kk* * * **'k * **•k * *•k ** *'A*•k•k *'k k *iA * *'k * * *•k * **'k-k'k
Permit Conditions:
1. No changes will be made, y. tor - t~h'e°'hpl'ahS:Atikes5. approved by the
Architect and the Tu�,kw5lw'Bui lding`"aivi-s�iah
2. All permits, inspe`"c rion`'recor \ds, and approved pia, ps shall be
maintained ava,� `tab.f at, tiie ,job, sipriorptp t`tie 5,tart of
any construct i� tt: TI ` e fida`, uiine,nts ,�.; `,' �
y ,, � h�, s .�� � a ►:�� t o �e'r� na,a i n t a;isrl�e�d
7 available up ip'� f•. na._i`Jnr n' s pection�appro 'val'.:is /Arappted. n
.J. All const,r,�uct i on tb,r be done *t `confoi- malice wri"th ;, a�pprov
plans arl ,r��.r equlremehts, of the ,\Unilform Bui 1�'d� ng Code. ":'°4a19�1;1ti
Editio . QA`s amended by``the� Wa'shflIligton State "BUi ldin'g Cgde�� y
4. Val idi, ;, ��of. Perni'it ' The 1sR'u�ance o1 a permit dr, a'p'prrP'val `` ;
plans,zk', peci,licat�i_ons ad ,'`i or putatyl.ohs shall not"•,pe c004' "�
stru d to°�'b ' a permitu;for, or`', an ,.approval of, any vio'�a Won
of a,riy)fi{ of4��•te pr,'ov i s i ons of t{i•Ms' code,; or of any other ,�,.,•
ordl�fl` nce of the •jurisidict,iun/ No ,p:e'f•mit presuming to g,.iv.e
autk' ' ity-��.or' v�'olate ^.of� ~dance =1 the ,'�pr. . s•iotrs of this jy h ., code
J 1 dti .Lr'i ( i�a ti �'.R�•i�C, +. fir "i.;rtS
sha be val,�`. b 1 /
` � 0
i °
11 o ) ( s, ratt 5,•
a4 � .,,• ..r .,e si ^i , F 5 r
3..7:
.
�1 6 . A.
,t1 R4
C.
4`
Si
14
t.
rAV
CITY OF TUKWILA
RACK STORAGE DIMENSIONS
LINEAR FEET X HEIGHT
TOTAL
45.5
X
AMEW
X• =
X =
GRAND TOTAL =
RECVED
CITY OF TUKWILA
FEB 8.1994
PERMIT CENTER
N.
2 •
• 2;
x•
i
ef
04:
00
n " U '1
.... 3.......
a
na
•
.1
/kip 2TF/e-j2, i / sraft.
eve .' /9 i 9 05 1/5
.77,ikm16A
:U4,6 - � 9g/ 1444 S7-4$14�4or S _27- J/
o 71- 19 92, Sv plot C- mEi•I7 rot ,9r/A -4.1/
� t C� �w ... _..___ _._..... _.. s , �.
3)
t .M.
1.6 C r. 2,7s' .(m )
rRw r 8 tLoN G't i
MorI th IT Fr4A -m. &. ,
�,1SE 2,ao F2 /4e Z1D L4,4Q ,
tIL./s
6 /66- , ► .0'-7.%6): x 2w 3,80 I,o..s-
2I, :z So .._k..-__16.0_,.. .: _ 1 .Fill 0.34B) r2 .,47 k
•
'
&is k(. c 87.
5 s #.... 2r1, k T - I, I5.; .2,12 - 3,80 : 13- . OF AD v E
t t
C\� pR0 D_.
3 , gok i „ v . : 6, 514. _ ' _. ...__ ........._ ..._
.
i \''''3.1. m co p PG , s, 9�I< .
a'..44.0 -3.0_ 41,0
Ta-
..¢�_x. 3.(41-'w ∎ zUrL_..!�a-is.....we� 2:Yi..� g.
1, 3o/ x; 0, -7 5 = 1 i 4 k. 1.-69. f7, ¢(s2.1 ..1*.o 3189
yt, 1 (, ,S o, K s. of g S , z 2,102 5 I, la (_ _ SPGI..14.0-15C11-0/.4 ,
Ae. `
,RECEIVED
= CtTY--0F TUKWILA
-FEB ..r-$71994
;PERMIT CENTER
•
..+ ...�� 2831'
-Del 41
nor i^ ' ', 6 ¢3.N
•
)klo LT µ~ 2H
D. 2831 5,11. •4/3 - coo ``...,.tik _y: P. •
.ekie 04s SLAr6 & Lc.
wa-x P - 5.9f �- i.....
.t 0 4
{
#_ r
� . b.211 ks4:
0, 211 24 2 z LL
2q/L0 t s ' o. Ur`
it 1,41Jt
Se
31_
')BSH
6°,4- A ? ' 17 �2;q$s+ i2) a. 70s'. 4.'/ N-2.
Scfra
' 1
i
1,1'691. � . - .._s. .. ?, �; A, b �
,
' 11,40 I,7 ✓- -Ar r... •
1, 20 r
1 ," i;'Lot(11- /1L).6 'f, 7,z sr
3-) 1,4') I 1 z 1;3/1
f
Le),,,/ ir,
GCE
•
• i _..i
F.
« i ...
•
i I i
olz
SVC
■
12-)
■44 14/6
44
44'
cbcri. 1 )6:17- 41
1
701 Ci-r-He 0 CO
P z 2/2 t,41.;t,k
• 4
LE LE•P it,o4 I& 24b511 r" 1,1
Sco 3- Pi-..0-1 ,r3P-Articir 4t-1/2 ` OA lb, s i /6
1,
. 1 ,
1 5-09 A w &to 5 sos PIA -._ 4,./ 62 k. "4,... to-v-ritales
4 _
PS14 42' .. 14- - '&41440. ' f4-441.7-11 ' Ievit. .6-12-Atitr(
I • ' I I :
-1 • •( • • • ' • i
---- 77!..)...(2..,_....-1...........1 •_....!._p/)(i..,c.)./8:1-..zr. ,.,..j.k......'f.:.._
0 t
0 41 ° e3.80/2) ,10-evie l''. i; 2 z' 6 4 4. sr : .
1
0,4 27
/7.)• ( i 0 ) 3 i , :e). . ; ...i: .: 0 '4 ' .. 1 1,'
t ' :
i .:.. — • - 1-3%Lb - AV) 03"0 IC-1,OCIL .1 , : t , ,,,._ .' . 1, _„,, ....... 1
-,-,--4---:--------.1.-- • : - ..,...V.i., IIP . "411 ' elc
1 1 t 1 • : • . f
,
iCoLtiotAks I . ' 1 . - ,
1 t t I, 1 : •• 1
1 , .
. 1
.; I : •
, • . ■ - ' ! . ! . - i , 1 1 ,
, • 1
. Lit') to ! G01.14-,44,04.4#
1 ' •
; 1 , i
'
, 1 i
D. 5. 0,2' ' ?,
1 ', . . - , ; . 1 , , 1 . , ,, {
, ! 1
, 1,. I i 4 • .., .: .
.......... r-..........-.-7.4..7.1--,...--7-t-a...70 , 41e. s. 6 . lc .,...„...,..,..7 7_, ,
_
....... ,
, ,
, , ,
, , : - t i;1',
' J,
,
1 ' , i: i„.,1 _ - ": i.. 4-
1 iv' t
Occir �x 1,0< �o/ x,243° % 34.4.
0.24 4-._.0-.:49._..a.._ 79-,;;-i)*
nw
LORI IETAL EC1.,
r.
LODI, CALIFORNIA �.
P �.
H=
1 1/4
Yr
1,
x -x
I 1'.Lrii1: .L) C
P 14"( 'GAL P2pPF.; 1E4 S DATE DRAWING NC
7/24/.53 I 5
NO.1 REVISIONS 1 BY IDAT
\ 111ti° ti� V4•
1
1"1
to
s.,
:7
14'.6 "_
A w L E.
A$ IAL. LOAD
PAR. A151 11 BC,
t' NcrtrelAL
Q
.53 %, %.., crtr -,.A
t 1
. l •
Jr: 1 ; ��'? -O l t
0
20
30
40
Go
1NC.r+re
70
cp
qn
6k.
t
A4fA
WT.
"Tt
Ikt
5 x•t
Yr.,
I`f `f
SK`(
rye
x
114.
.o4.°
.2297
.174
t9."
.089n
1 1 190
.4.134'
:0319
'
10456
■
; 40''
..4.1S9
"l4-
.015
.2839
,956
I`.'"
.to B 1
.14-40
.6165
.o4 -6.4
;0564-
.404'3
,42� I
,111.2.
.toy
,38gS
1,308
10•x°
.14'16
6 1 $90
,E o41
;0621__
_ .o7b7
_.151,c1
.440 S
W10
.11S
.x•818
1.643
8'''r
.1706
.221S
.5914
.0764.
.c 160
,7,i56
A'x51
iI 1
.IE7
.6419
Z.IB2
s."
,ZIO•Z,
.21.201t,
.5696
,O9 77
.1270.
• 3 533
.4°o_.
.1.5
.1.5
.,8212
2.765
4• °°
,'47 6
.3S
#c-7:r5
.11 64
• ;/ eoT
.'196
.512..9
1"1
to
s.,
:7
14'.6 "_
A w L E.
A$ IAL. LOAD
PAR. A151 11 BC,
t' NcrtrelAL
Q
.53 %, %.., crtr -,.A
t 1
. l •
Jr: 1 ; ��'? -O l t
0
20
30
40
Go
1NC.r+re
70
cp
qn
BEAM SECTION
>°�►�OPERTIES
r 1160 .,.... .. .
P S.TINGEY
DATE
8APR.'91
REVISION
DATE 1 BY
MODEL
t
In
H
In
D
In
Ix
In4
SX
Ina
tx
In
Iy
lrt4
Sy
in3 '
fy-
In
AREA
ln2
L9020
LB030
.075
.075
2
3
.75
.75
.2928
.274
.6033
.4133
1.031
I .5718
.716
.7604 .4659
1.026
.8786
.6054
1.103
.7218
L9035
.075
3.5
.75
1.1854
.6313
.8817
1.223
.184
.947_5_1.6712
.94.03 .6099
1.093
.9820
.7922
.975
LBC30
.075
3
.75
1.36891
LBC35
.075
3.5
.75
1.951 11.0473
1.363
.9705
.6159
.951 4
1.050
L9C40
.075
4
1.5
2.553111.2769
1.538
1.105
.7096
.9921
1.125
L9C45
.075
4.5
1.5
3.5073 1.5033
1.709
1.2449
.8025
1.01 8
1.200
LBC50
.075
5
1.5
4.643711.7655
1.908
1.3902
.9029
1.044
1.275,j
1.350
LBC55
.075
5.5 1.5
5.795112.0453
2.071 11.5269
.9975
1.238
L9C554
.105
5.5 11.5
7.791912.7571
2.038 12.0719
1.3498
1.051
1.876
1.995
1.9C60A
.105
6 1.5
9.587 13.1421 2.192 1 2.1979
1,4517
1.049
L9F354
.075
3.5
1.5 1.47391 .7699 1.267 ! .9284 .6242
1.006
.9181
L9F404
.075
4
1.5
2.05121 .9481 1.437 I
1.0635 .7190
1.035
.9931
L9F454
.075
4.5
1.5
2.7526
1.141
1.605 1 1.1984
.8143
1.059
1.0681
LBF453
.090
4.5
1.5
3.2119
1.333
1.598
1.3985
.9497
1.054
1.2578
�---- 2 3/4
-- .
1 7/8 �--
1
.D
Srm•4c - -D !-M t • 3 —PIA PaitA ec
Ivvo►� E•rs7 C -P aCe
P4 MAK-E. L,k. 1 $ CI of p+ : • 44- Iksf
•
CoLuM n, Et: tM. ls;... ,• kltM k 511 C —R 42
.
• t ks,::. Ai-to fug = : $ bs`'
P.N in. _ ;11132 y
Pte. . _ ..xti�- .._.__... o, 01Zg.I
us 1,.16.
Llt ►AG kg
r•I1s eR 20
o• ¢ Er For.
P
P
FA
•
o2- • Csu a mekT t#{_
War _.._.. F,t 1141; LM 20
Co1.04.4.v ct,,b759
Pj : (l st) A o, o7 r. 51
.C.omp'. fact &.4..1i.coto ......
.....:_.__.. _.�..._._.: __ k
U-11-4" eJ • ;1..M 30 tolust4.4 (t 0,105 v)
• /
U Pi = 1. S oit Fo. 1J415 ot .1-0/124! L L U M
A.7.11) P,s 1.63k F R.• LO3es, ULU $ • • 1 ,1.5064;70 D + 2.Wf' i s- + • 12.31
HS A: 1Z0Si A 415 C 110• SI II"L..
ul� . (1.0A,56) ri 12.20%
sr-is M, 13�r� 4l3 rims
COLT IMN SECTION
FisrcOPERTIES
R -2
REVISION
ND. DATE BY
8
MODEL
t
In
H
in
B
In
X
in
Ix
in4
Sx
In
rx
In
Iy
in4
Sy
Ina
rr
In
AREA
In
LM15
.075
3
1.625
.689
.582
.388
1.156
.205
.219
.686
.411
LM20
.075
3
3
1.435
1.023
.682
1.263
.872
.557
1.165
.618
LM30
.105
3
3
1.45
1.373
.915
1.249
1.164
.752
1.15
.859
LM20/ 15
'07 75
3
4.6252.607
1.78
1.187
1.231
2.577
.988
1.481
1.143
LM20/2033775
3
6 2.714
2.222
1.481
1.268
4.701
1.431
1.845
1.349
LM30/ 15 't 075
3
4.625
2.789
2.126
1.417
1.23
3.052
1.094
1.473
1.384
LM30/20'i0075
3
6
2.951
2.568
1.712
1.262
5.45
1.788
1.838
1.590
LM30/30'10105
3
6
2.707
2.98
1.986
1,256
6.387
1.94
1.839
1.875
1
.231
.87
T-- X
.87
.�. B
.53
LM
MOO SOO
Lt
X
-B
r
X
LM /
111. IMO
X
A•
City of Tukwila
FIRE DEPARTMENT
444 Andover Park East
Tukwila, Washington 98188 -7661
(206) 575 -4404
Fire Department Review
Control #B94 -0049
(512)
John W. Rants, Mayor
February 16, 1994
Re: U.S. Ink - 17300 West Valley Highway
Dear Sir:
The attached set of building plans have been reviewed by
The Fire Prevention Bureau and are acceptable with the
following concerns:
1. Storage may not be closer than 36 inches in all
directions to ceiling -hung "Space or Unit" heaters. (UFC
11.404)
Storage may not be closer than 18 inches below
sprinkler heads. (NFPA 13, 4 -2.5 and NFPA 231.5 -1)
2. 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)
High -piled combustible storage is combustible
materials in closely packed piles more than 15 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 9.110)
Maintain minimum 6" longitudinal flue. space between
back to back racks.
3. Warehouses designed for high -piled stock shall
establish and maintain aisleways of not less than 44 inches
to provide access to all exits and fire department access
doors. (UFC 81.108)
City of Tukwila
FIRE DEPARTMENT
444 Andover Park East
Tukwila, Washington 98188 -7661
(206) 575 -4404
Page number 2
John W. Rants, Mayor
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.
Yours truly,
The Tukwila Fire Prevention Bureau
cc: T.F.D. file
ncd
CITY OF TUKWILA Id: ACTP125 Keyword: UACT User: 1677 02/11/94
Activity Table Processing RACK STORAGE PERMIT
Tenant: US INK
Address: 17300 WEST VALLEY HY
Permit No: B94 -0049
Status: PENDING
Base Information
Parcel No: 252304 -9021
Owner: RELCO INVESTMENT CO
Validated By: SLB Plan Ck Approved:
Status: PENDING Issued:
Act /Inactive: A Final Notice:
Nature of Wk: ERECTION OF STORAGE RACK IN
Location:
Zoning: M1
UBC Edition: 1991
Rack Storage Dimensions - Linear Feet x
46
Type: B -RACK Vers: 9101 Screen: 01
/ / Applied: 2/ 9/1994
/ / Completed: / /
/ / To Expire: / /
EXISTING WAREHOUSE.
Valuation: 800.00
Height
12.0
.0
.0
. 0
. 0
.0
F7= Update, F2= Previous Line, F1= Screen Index, ESC = Cancel Update
• Totals
552
CITY OF TUKWILA Id: ROUT130 Keyword: UACT User: 1677 02/11/94
Activity document routing maintenance. RACK STORAGE PERMIT
Permit No: B94 -0049 Tenant: US INK
Status: PENDING Address: 17300 WEST VALLEY HY
Route: 1 Current Route Line: 3 of 6
Packet Units Description Station Status Received Assigned Complete
aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa
Packet Units Action Station Initials Status Received Assigned Completed
RACK 01 01 C BLDG KEN Approved 02/09/94 02/11/94 02/11/94
Priority (0 /iow..9 /high): 0
Regular hours (HH.MM): .00 Overtime Hours(HH.MM):
Comments 1[RACK STORAGE EXITS .....0.K.
2[
3[FIRE PLEASE REVIEW AND COMMENT.
4
[
5[
6[
7[
8[
9
[
10t
aaaaaaaaaaaaaaa aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa
F1 =Help, ESC =Exit current screen.
DEPARTMENT OF ASSESSLTS
500.4TH AVE. ROOM 700A
SEATTLE, WA 98104.2384
FORWARD AND ADDRESS CORRECTION
OFFICIAL VALUATION CHANGE NOTICE FOR:
FOR TAXES DUE IN
l
1993 PARCELNO. 252304- 9059 -01
MAILING ADDRESS
THIS IS NOT A TAX BILL
OLD VALUE
LAND
NEW VALUE
64400 72500
BLDGS, ETC.
TOTAL
64400
72500
SEE REVERSE SIDE"
PRESORTED
FIRST CLASS MAIL
U.S. POSTAGE PAID
SEATTLE, WA
PERMIT NO. 213
PLEASE REFER TO PARCEL
NUMBER WHEN INQUIRING
RELCO INVESTMENT CO
PO BOX 88700 TUKWILA OR
SEATTLE WA
A0581
98188
DEPARTMENT OF ASSESSMENTS
500 - 4TH AVE, ROOM 700A
SEATTLE, WA 98104.2384
FORWARD AND ADDRESS CORRECTION
OFFICIAL VALUATION CHANGE.NOTICE FOR:
FOR TAXES DUE IN 1993 PARCEL NO
r
THIS IS NOT A TAX BILL
OLD VALUE
LAND
NEW VALUE
280500 315500
SLOGS, ETC.
370100
TOTAL
346000
650600 661500
SEE REVERSE SIDE
.*/
414
252304- 9021-06
"MIMI ADDRESS
PRESORTED
FIRST CLASS MAIL
U.S. POSTAGE PAID
SEATTLE, WA
PERMIT NO. 213
PLEASE REFER TO PARCEL
NUMBER WHEN INQUIRING
RELCO INVESTMENT CO
PO BOX 88700 TUKWILA BR
SEATTLE WA
21078
98188
•
02/09/94 13:57 FAX 1 206 575 8506
PLEASE DETACH AND SIGN
CERTIFICATE BEFORE PLACING
IN BILLFOLD
•
: .•,ti REGISTj1AT1ON i U q . '.t;•r•',•
e'.ixPIRA ml OA11
'';Q1,?•,;•',
f.! a:4I9k-1134'v:1;54 07 i.
".6'7,..4 ,yJ .b
NUR '` "•" • .• ° •
600 ANnd�; G �bRg.; * _ '
"t• WA 9kilbS
SIGNATURE
ISSUED BY DEPART OF LABOR AND INDUSTRIES
.f
1,
NORTHERN STEEL
re/147Y 434.,..0
• • • •
• •z -'. .,.• .• • ..,..
FbAS- US2.OW (3.92
•
•
0.
Qom.
4
44" 10■" (TYP)._.
OTE S
1. PALLET RACKS ARE MFD BY LODI METAL TECH, INC.,
OF LODI, CALIFORNIA.
2. STEEL USED IN ALL RACK ELEMENTS CONFORMS TO
ASTM A370 GR 45 WITH Fy = =45 KSI, AND Fu= 65 KSI.
3. STEEL USED IN ALL BASE PLATES CONFORMS TO ASTM
A36 WITH Fy =:36: KSI, AND Fu•-58 KS!.
4 MAXIMUM RACK LOADS SHALL BE AS FOLLOWS:
3,600 LBS. /LEVEL /PAIR OF BEAMS.
5. CONCRETE SLAB IS ASSUMED AS 6" THICK, WITH fc =2,500 PSI
WITH NO REINFORCEMENT.
6. ALLOWAE3LE SOIL BEARING iS 1,000 PSF FOR GRAVITY
LOADS, AND 1,333 PSF FOR SEISMIC OR SEISMIC
GRAVITY L..OADS.
7. ALL RACK UPRIGHTS ARE MODEL LM20 44 144
8. ALL RACK BEAMS ARE MODEL. LBF• 404 106
9. BEAM - -TO-- COLUMN CONNECTIONS UTILIZE 3—PIN BRACKETS
AND "A" TYPE WELDS.
10. TIE - -DOWN ANCHORS SHALL BE HIL_TI KWIK — BOLTS,
USE 1/2'10 X3 3/4" BOLTS, 2 1/2" MIN. EMBEDMENT,
USE TWO ANCHORS PER BASE PLATE. SPECIAL INSPECTION IS NOT
SIDE VIEW FRONT VIEW
PALLET RACK K ROW ELEIVATION
TY D I C A L BAY
3/16F 1/2
19/32 DIA - --
2 HOLES
2 1YF {- - -.
144
i
/I
/.. BEAM S i- C T I O N .0/5 F . H K.
ASTM A570 GR45
7/8 — +a•-
r - 5 1/ 4 -- - - -a,.
i_ v!2. Q . ,A ,a M A 5 70 t ' 5
REVISIONS � TO CHANGES SHALL BE
THE SCOPE OF WORK WITHOUT PRIOR
.Pp N- Tll U !LD AG DIVISION.
ow 10
A PlaVi POO SWIM erTM.
;:rratafld that the Plan C)leck approvals are
ci rn 1 >rror hrici r, «, ;,rd approval of
�s?!; not -:.-13ti n of cow
:'u.■ code or orti;nU,.,;:. -1 ;eee eipt 01 COO-
tv •5 copy of approved pia ir' aikileWified .
•
1 11 1111111111I1III1III1III1III1111111I1111111Ih !I.l. pillill•i, 'J (111i1m' 1111111) X014 ill, t}III, it 41. 11111111111 1! I1I�I�IlljllilipitiIjIIIII�IIII u
�'3 4 5 6_ 7 . 8... 9 10 11 IHGEPi 12
1 NOTE: If the'microfiimed document is less clear than this .
notice, it is due to the quality of the original document.
0 15 THS INCH 1 2
t
OE 6Z 8G LZ 9IIZ 5Z 'iZ ` 8Z ZZ IZ OZ 6t el
1111111111111111! 111lti11111111111111111iiliii �iii�11 !111ilIiI�111t�11��1I11�1�� �1; �lIliliU� (J4�1�J!!l1lll,Ill�I�III� I!
Lt 9t 5l hl £ l Zl u Ol 6 s
�,, ;1!l1111lI1t l,!11 11111 ilj.11inj01ll II1111111i1.i111 ii 1111,1. I1;1111IIlI�,IIl lili
IIww0
1111111111111111111111111111111111111111
FEB 81994
PALLET RACK ROW ELEVATION
BRACKET ASSY
BEAM SECTION 075 THK
ASTM A570 GR45
L8f 404 BEAM -TO- COLUMN DETAIL
•.'F' %';
tat q4 -00'49
SSE WeW
FRONT VIEW
TYPICAL BAY
11
531 SQUARE
1/8 R-
TYP
LM20. I4GA ASTM A570 0P45
3
4
NOTES
1, PALLET RACKS ARE MFD BY L001 METAL TECH, INC.,
OF 100, CALIFORNIA.
2. STEEL USED IN ALL RACK ELEMENTS CONFORMS TO
ASTM A870 OR 4S 'WlTN Fy•46 KS$ AND Fusfl KS1,
3. STEM USE0 IN3� ALL �E F l3�� TO AS1�M
A36 WITH F • �1 FF
4 MAXIMUM RACK LOAN K A6 FOLLOWS:
3,600 LUS. /LEVEL/PAIR
5. CONCRETE SLAB 1! ASSUMED AS THICK, WITH h:' -2,600 PSI
WITH 140 REINPOACEMENT.
6. ALLOWABLE SOIL BEARING IS 1,000 PST FOR GRAVITY
LOADS, AND 1,333 PSF FOR SEISMIC OR SEISMIC +
GRAVITY LOADS,
7. ALL RACK UPRIOMTS ARE MODE LM20 44 144
8. ALL RACK SEAMS ARE L 404 108
9. EA .T —C CONNE UTILIZE 3TPIN BRACKETS
10. TIE —DOWN ANCMII Y. BE
NILTIMIK —NOUS
_ ,
USE WO • X3 S *J CANT.
USE T s PER PLATE. SPECIAL
*SPECTION IS NOT REQUIRED.
19/32 DIA
2 HOLES
1/2
1,0161/1/2
16%2 3/4
7/B 5 1/4 --••� 7/8
7
3/16 N I 1/2
BASE: 3/8 THK A36 MILD STEEL
REVISIONS
NO CHANGES SHALL OE M PRIOi1
THE 11COpE OF WORK willk �t m'a'n"" BUILDING ,,: c
,,/0„ e1, ":,�."� We
FILE COPY
^'oretAnd that the Plan Check epprovgMan
I r,,n errors end on, e , andatpprorMef
I . -nes not Ruth.:... -lesion el epri
•cu code or ordirwisva neoefpt of a
ro• • s copy of approved ple99 eat n„wN0/01.
1
Br
at.. 2 -i'1 -9
Formn NO• . Pfu-ooua
w