HomeMy WebLinkAboutPermit B94-0308 - COSTCO - STORAGE RACKSI Chy0
Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188
Tirtm� .�
(206) 431 -3670
Permit No:
Type:
Category:
Address:
Location:
Parcel #:
Zoning:
Contractor License
RACK STORAGE PERMIT
B94 -0308
B -RACK
1161 ANDOVER PK W
352304 -9097
No..
TENANT COSTCO
1159 ANDOVER PK W, TUKWILA, WA 98188
OWNER WAREHOUSE PROPERTIES ASSOC
3201 FAIRVIEW AVE E, SEATTLE WA 98102
CONTACT JOHN WARNICK
1 159 ANDOVER PK W, . TUKWILA, WA 98188 :..
********************************************* *k*** * * * * * * * ** * * * * *•k * * * * * * * ***
Permit Description:
Status: ISSUED
Issued: 08/30/1994
Expires: 02/26/1995
Suite:
Phone: 206 575 -0701
INSTALL RACK STORAGE
Rack Storage Dimensions,- Linear. Feet` x Height = Totals
606 10:0 6,060
.0
.0
.0
.0
.0
UBC Edition: 1991
Valuation: 13;.7.70.00
Total Permit Fee:
060
256.9
****^! t*)' t*******************************,********** * * ** * * * * * * * * *. * *. * * * *.k.�i * * ***
Perm Center Autho Ized 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 the pe formance of work. I any authorized to sign for and
obtain this ildingt rmit.
ti
Signature: Date: F 3 Jq/
Print Name: Z-0 VVAfnj: Title: 1roJs? f(\tvy'-
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 Community Development - Permit Center "
6300 Southcenter Boulevard - #100, Tukwila, WA 98188
(206) 431 -3670
Building Permit Application Tracking
PLAN CHECK
NUMBER
K -0303
PRO ECT NAME
.OSTCD
CONTACTED
SITE ADDRESS
1159 Ado U E.
PK
1AL
SUITE NO.
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.
DEPARTMENTAL REVIEW
"X" in box indicates which departments need to review the project.
DEPARTMENT DATE IN DATE
APPROVED
BUILDING - S-ze ` et g, CONSULTANT:
initial review 8 -(3-41
____IROUTEDL
%1 FIRE
�r
ROUTED
r S (/ FIRE PROTECTION: �� Sprinklers Detectors N/A
FIRE DEPT. LETTER DATED: s-..IL, s/ INSPECTOR. Oc)
UIREMEN
Date Sent -
)MMENI
Date Approved -
O PLANNING
INIT f/1 #Jr /b
INIT: V CA-
ZONING:
REFERENCE FILE NOS.:
BAR/LAND USE CONDITIONS?
O PUBLIC
WORKS
0 OTHER
BUILDING -
final review
•
•
N/4
INIT?1-1-/°
MINIMUM SETBACKS: N-
S-
UTILITY PERMITS REQUIRED? tj Yes (y)/No
PUBLIC WORKS LETTER DATED:
E-
w-
BUILDING
OFFICIAL
INIT.
11)14141
INIT�%�Lt
TYPE OF CONSTRUCTION:
PVCV$
CERT. OF OCCUPANCY?
OYes (o No
UBC EDITION (year):
INIT:
REVIEW COMPLETED
AMOUNT
OWING:
C/
0
CONTACTED
DATE NOTIFIED
•
BY:
(init.)
2nd NOTIFICATION
BY:
(init .)
3RD NOTIFICATION
BY:
init.
01/08183
CO3TO BUSINESS DELIVERY 206575$080
CITY OF TUKWiLA
Department of Community Development - Building Division
6300 Southcenter Boulevard, Tukwila WA 98188
(206) 431 -3670
P.02
BUtLDtNt' PERM1T
APPLICATION
PLAN CHECK 5Ciq 030
NUMBER
APPLICATION ROUST BE
FILLED OUT COMPLE I EL Y
Sir At7Dt7/Ff�ESf5 ) SUIT' 1E #
11 Jr-t f \' wn, pI..a titles i Bvi I
PROJECT NAME/TENANT
C S+O( c
TYPE or
WORK:
625-Ito L$b 1
New Buil•mg ■ Addition
Rack Storage Q R f ❑ R d
DESCRIBE WORK TO BE DONE:
AMc W1T
s 3DiNG ERk4 X .EEr: ;: "' 1..
RCPT' . :'i^ ib E
�.M
c
VALUE OF CONSTRUCTION -
13,710
ASSESSOR ACCOUNT#
Sat t - g01$_O -
Tenant Improvernen (cornmercta) Demolition (building)
ergo er io e1(residerrtial) Q Other:
Fr�ec4 sine i
{SAC ks
BUILDING USE (office, warehouse, etc.)
NATURE OF BUSINESS: NI; it,
o Ct SJ
Frenawl Pr"J Fcxb� Ar`- P- udk/i� �...d oRw- l�.u�:,r1,r
WILL THERE BE A CHANGE iN USE? ►:4 No ■ Yes if Yes, new building requirements may need to be met. Please explain:
SQUARE FOOTAGE - Building: Rai ?- l Tenant Space: aLG,$6z Area of Construction: .a SS�-
WiLL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING?
0 No 0 Yes IF YES, EXPLAIN:
LFIRE PROTECTION FEATURES: , Sprinkters .Automatic Fire Alarm System
CONTRACTOR
ADDRESS
3at�:tyv
PHONE 3 DI - %oi.S
tZIP
WA. ST. CONTRACTOR'S LICENSE #
ARCHITECT
ADDRESS -
PHONE
EXP. DATE
PHONE
ZIP
E - EBY-:Cr1tiR[F,x`
BUILDING OWNER SIGNATURE
OR
AUTHORIZED
AGENT
CONTACT PERSON
DATE
PHONE 329 -7075
APPLICATION SUBMITTAL in order to ensure that your application is accepted for plan review, please rnake sure tone 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 submittai requirements.
Application and plans must be complete in order to be accepted for plan review.
VALUATION OF CONSTRUCT t EtvEt7 Valuation for new construction and additions are calculated by the Department of
Community Devetopmaitp r it riyalaation submittal. Contact the Perrnit Coordinator at 431.9670 prior to submitting
application. in all Case. a a unt should be entered by the applicant. This figure will be reviewed and Is
99 .... ' - •- •- ..- ...........Hk .r tyrant fan CRhAttlias.
DA' 6..4
►� „et t e e d S --( 3 -1 PERMIT CENTER Pi �� S .--.. —15
k *k * *iF * * *k * * *k* t•h*/ *kkh•k*kk•hk•k:****** *** ** *A*hk* ** *A** i * *•k ***A••k*
CITY OF TUKWILA, WA TRAN:;M] :T
* ***k ****A**k **** **** kk************** *•k*** **•k•A•***k *****kk*k•k*k*
TRANSMIT Number: 94001101 Amount: 256.95 08/23/94 16 :46
Permit No: B94- -0308 Type: B -RACK RACK STORAGE PERMIT
Parcel No: 352304 -9097 08/24/94
Site Address: 1161 ANDOVER PK W
Payment Method: CHECK Notation: JOHN WARNICK ]:nit: SAO
*k A* A**** kh k***** A•*•* k** k* k***• k*• kk* * * *** *k*** **k **kkA*k *k * * ** * *•k*
Account Code
000/3222.100
000/345.830
000/386.904
Description
BUILDING •- NONRES
F'LAN CHECK - NONRES
STATE BUILDING SURCHARGE
Total (This Payment):
Total Fees:
Total All Payments:
Balance:
256.95
256.95
.00
Paid
153.00
99.45
4.50
256.95
GENERA
GENERA
GENERA
TOTAL
CHECK
CHANGE
4968A000
153.00
99.45
4.50
256.95
256.95
0.00
15 :49
w4 1. i
INSPECTIONi RECORD
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
03 ocZ
PERMIT NO.
(206) 431 -3670
-project.
1�fiCe
�o��c r�
Type o n(1 s n:
`�'�� Yla�
Address:
,
Date Called: -
Sp=• al Instructions:
�4.
l'' G
Date Wad' z 9 p
`7 ^-
`T am, m
Requester 0 14 WCAA. 11 CC IC
Phone
rzo6) 5'7C 07 0
Approved pet applicable codes.
COMMENTS: '
❑ Corrections required prior to approval.
/7.a F? -di-2-'N)
❑ x.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at
6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
IS.oxs�r:�.ZItteA
City of Tukwila
Fire Department
John W. Rants, Mayor
TUKWILA FIRE DEPARTMENT
FINAL APPROVAL FORM
Project Name LM- t' %7/' D
Address 1 T ./'..J,
/permit No.
Thomas P. Keefe, Fire Chief
?yiy... 6308
Retain current inspection schedule
Needs shift inspection
Suite #
Approved without correction notice
Approved with correction notice issued
Sprinklers: t%
Fire Alarm:
Hood & Duct: _AL_
Halon: /_
Monitor: Aip 7 ‘ 6 t„, )4 to r
Pre -Fire: V
Permits:
1
Date
Authorized Signature
FINALAPP.FRM
T.F.D. Form F.P. 85
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575,4439
CITY OF TUKWILA
Address: 1161 ANDOVER PK W Permit No: B94 -0308
Suite:
Tenant: COSTCO Status: ISSUED
Type: B -RACK Applied: 08/23/1994
Parcel #: 352304 -9097 Issued: 08/30/1994
*•k *•k* k*k* * * ** k * * * *****•k*•k * *•k* k•* * * * * *** k **•*•k** *** k*•k *•k****** * *** k** * **•k*•k* k k
Permit Conditions: �.,..,
1. No changes will be made....to:,;t+hep`.1aris";1.e: approved by the
Architect and the TukWatBu11ding `Dilv4sioh',,
2. All permits, inspacb;l ii recor,,ds, and, appr ovd'd :plans shall be
maintained avaui 1ab.le at hef Jo sii a prior,` to th'e start of
any construct .Opr. Th:ese� d'o,curpent -s% arse to beimainta1ned
available until f,. �rii31'�.,inspe °ctian approval granted:
3. All aonst,l1 uefion t`o be done ,in °''corifdrna0ce withyapprov ^
plans and` .regytirements ,of`'the. Uniform Bui1`ding Cnd9.�1�
Edition {a's amended by''' the Washji,r {'ton State '�Bui lding,'Coder$
4. V a l i d i1t"y`; o f Per i' i t. `The i :s r u i n sgsdf, p p "f;4,. rr �.'.d
ce oi=' a permit or. ��` r�cval ,►�
p1ans;,,�pe;cificatins and.,aomputati;oris shall not',be'ciin'''
strue,dpto4,be a permit f;0r, or'r,,an ,approval of, any violation
of any of� •tie provisions of this code. or of any other,
ord�nance of the Jurisdicttorpf No permit presuming'.,to give
author'ity•-or violate ror cance`1 ", the >provisions of this cide
sha'fl be valid.
1
'1
CITY OF TUKWILA
RACK STORAGE DIMENSIONS
LINEAR FEET X HEIGHT = TOTAL
60G X io = (0a
X
X
X
X
X
NONNI
MOWN
GRAND TOTAL = 6, o
1_
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BEAM - COLUMN CONN
STANDARD DETAILS
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PriceCostco
USP Racks
Location:
1159 Andover Park West
Tukwila, WA
(Zone 3)
E17;711 S - .D -gip
Prepared For:
PriceCostco Incorporated
Kirkland, WA
Prepared By:
Peter S. Higgins And Associates
Consulting Structural Engineers
1225 -F North Pacific
Glendale, CA 91202
(818) 549 -0072
Peter S. Higgins, S.E.
Job Number 1427
August 5, 1994
CITRECEIVED EIJKWILA
AUG 2 3 1994
pERMIT CENTER
This Document and the design it c
and Associates. It i= ovided
be reproduced in y fa ion
N. ice
If this cal •u ation is
contain al s eets of
the next •a •-(s)
Section 1 •11
ink of a on
calculati• s
ocum
rest
all
tains is co
an instrument
thout written pe
right by Peter S. Higgins
of service, and shall not
mission.
Building De
bmitted for building
"1culation= •• ted in
shall • ed b
s s .ria_
c
1 b
or wi
ned acr
ar
h t
ss th
ompan
appro
e
artments
ermit approval, it shall
the table of contents on
1 dra listed in
se • s •nd si tures in
ob Number Refere . The.
W//
REPRODUCTION
•
OP/ES
ARE INVALID
Cld,/�'_ r n\+,\4
wit
tZ
XER S. HIGGINS AND ASSOCIJC S
CONSULTING STRUCTURAL ENGINEERS
Project: PriceCostco
August 15, 1994
Job No. 1427
Sheet ii
Table of Contents
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 (1991 UBC Standard 27 -11) 1
1.2.2.2 Short Formulation 2
2 2 Level Racks 2
2.1 Components and Geometry 2
2.2 Check Beams 2
2.3 Check Posts (Dead plus Live Loads) 2
2.3.1 Load to Post 2
2.3.2 Post Properties (net section) 3
2.4 Longitudinal Seismic 3
2.4.1 Base Shear 3
2.4.2 Design Forces 3
2.4.3 Post - Combined Stresses 3
2.4.4 Beam Connections 4
2.4.4.1 Design Forces 4
2.4.4.2 Connection Capacity 4
2.5 Transverse Seismic 4
2.5.1 Base Shear 4
2.5.2 Design Forces 4
2.5.2.1 Stability 4
2.5.2.2 Brace 4
2.6 Slab on Grade 4
VILER S. HIGGINS AND ASSOCIA' ya
CONSULTING STRUCTURAL ENGINEERS
Project: PriceCostco Job No. 1427
August 15, 1994 Sheet 1
1 Reference Data
This calculation reviews the installation of storage racks for
structural adequacy. The sealing of drawings is for the struc-
tural review of the storage racks only. Other information is not
reviewed, nor approved. Note: the single level rack is exempt
from building permit (although it easily satisfies seismic crite-
ria).
1.1 Documents
1.1.1 Drawings
1.1.1.1 By Peter S. Higgins and Associates
CW -1, US -1
1.1.1.2 By Others
Mulvanney Lee Project
Sheet A -1 Rev. (rack arrangement) - TO COME
(Temporary floor plan 83x11 approved)
1.2 Loads
1.2.1 Vertical (Dead plus Live)
Loads per level = 5.0 kips
Design beams for 25% impact of one load (conservatively take
10% of entire load on full span)
1.2.2 Seismic
Zone 3 installations are designed to Zone 4 criteria.
1.2.2.1 General (1991 UBC Standard 27 -11)
Where:
V _ ZIC 1✓
R !✓
Thus:
1/< 0.75W
R«T2/3
within the range:
0.031/5.V5__0.1831-/
Z =0.4
I =1.00
Rw =8 Longitudinal
6 Transverse
C- I. 25S52.75
T
S <1.5 (unless lower value per-
mitted by soils report)
W =Total Load (Dead Load of rack
is usually negligible)
T may be determined by any rational method, or the
default C /Rw of 0.50 may be used.
„..ER S. HIGGINS AND ASSOCIA
CONSULTING STRUCTURAL ENGINEERS
Project: PriceCostco
August 15, 1994
Job No. 1427
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 defaults
for C /Rw:
V= 0.183( l DL+ 2 1 0.106✓
i
(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 2 Level Racks
2.1 Components and Geometry
w
w =10S"
a =60"
b =60"
Beam Type
T5125
D
r
H =120"
D =34"
1y =50"
ld =56"
Upright Type
F18
2.2 Check Beams
OK per previous checks.
2.3 Check Posts (Dead plus Live Loads)
2.3.1 Load to Post
v
P <01 of levels)(L)
2
=5.0 kips
.:ER S. HIGGINS AND ASSOCIA
CONSULTING STRUCTURAL ENGINEERS
Project: PriceCostco
August 15, 1994
M
Job No. 1427
Sheet 3
2.3.2 Poet Properties (net section)
1 $, F18
1,
3
t =0.095 in 1y /ry =76
a/rx=50
X - X As =0.48 in2
Sx =0.47 in3 Fa =19.8 ksi
rX =1.20 in
Sy =0.27 in3 Pa =9.5k ,
ry =0.66 in M— ca =14.1 k
2.4 Longitudinal Seismic
2.4.1 Base Shear
Determine Period - Rayleigh Method - This equation has been
reviewed and approved by ICBO for use with steel storage
racks.
3
T >_ 300
itt/L(2n2+2n+ 1)
2
Substituting yields:
T >1.9 sec
Thus:
V <0.060W
2.4.2 Design Forces
P <5.0k V <0.30k
M <Va /2= (0.30) (60) /2 =9.0 "k
2.4.3 Post - Combined Stresses
Units: kips, inches, seconds
Where:
W = Load per level
L = Spacing between levels
I = Moment of inertia of
post
n = Number of levels
P M
Pa Ma
=1.17 <1.33 O.K.
ICER S. HIGGINS AND ASSOCIA
CONSULTING STRUCTURAL ENGINEERS
Project: PriceCostco Job No. 1427
Sheet 4
August 15, 1994
2.4.4 Beam Connections
2.4.4.1 Design Forces
Mconn5.0.9"k
2.4.4.2 Connection Capacity
OK per previous checks.
2.5 Transverse Seismic
2.5.1 Base Shear
Use Code Default Values for CS
V=0.183W=1.83k
2.5.2 Design Forces
0
`414
h'
r
EQ
2.5.2.1 Stability
Vh'
Peg D
h'=90 inches
Peci=4.8 kips
Note: Bracing shown is schematic - see
this section, subsection .2 for actual
geometry.
eq_ +
P L Stable-No Uplift. Anchors provide added Factor
of Safety.
2.5.2.2 Brace
OK per previous checks.
2.6 Slab on Grade
A:2ER S. HIGGINS AND ASSOC/A
CONSULTING STRUCTURAL ENGINEERS
Project: PriceCostco
August 15, 1994
Job No. 1427
Sheet 5
Treat slab as equivalent unreinforced square footing
8
B= 22(j)
Q a
=26.8 in
—1 (B—b—t)
Lc 12 2
=0.64 feet
Ma=(Qaa
)(12)
2
=2.45 in kip/ft
Where:
P = 5.0 kips
b = 6.5 in. (average)
t = 5 in.
f'c = 2,000 psi
Qa = 1.0 ksf
(12)(t2)
S - 6
=50 in3/ft
a = Mc
Sc
=0.049 ksi
SWF:
Callow 1.7
=0.085 ksi
O.K.
August 29, 1994
City of Tukwila
Department of Community Development
6300 Southcenter Blvd.
Tukwila, WA 98188
To whom it may concern,
RECEIVED
ALS 2 9 '6994
COMMUNITY
DEVELOPMENT
The purpose of this letter is to inform you that no contractor(s) are required for
the installation of our rack storage system (permit number B94- 0308).
PriceCostco has always installed its own racking. If you have any questions
please call me at (206) 575 -0701.
Sincerely,
John Warnick
Warehouse Manager
1159 ANDOVER PARK WEST, BLDG. C • TUKWILA, WA 98188 • (206) 575-0701 • FAX (206) 575.0708
City bf Tukwila
FIRE DEPARTMENT
444 Andover Park East
Tukwila, Washington 98188 -7661
(206) 575 -4404
Fire Department Review
Control #994--0308
(510)
Re: Costco - 1159 Andover Park West
Dear Sir:
John W. Rants, Mayor
August 26, 1994
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)
Extinguishers shall be installed on the hangers or in
the brackets supplied, mounted in cabinets, or set on
shelves (NFPA 10, 1 -6.9), and shall be installed so
that the top of the extinguisher is not more than 5
feet above the floor. (NFPA 10, 1 -6.9)
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 10.505A)
Clear access to fire extinguishers is required at all
times. They may not be hidden or obstructed. (NFPA
10, 1 -6.5)
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,
City (uf Tukwila
FIRE DEPARTMENT
444 Andover Park East
Tukwila, Washington 98188 -7661
(206) 575 -4404
Page number 2
John W. Rants, Mayor
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
10A -4 -4)
2. No point in a sprinklered building may be more than
200 feet from an exit, measured along the path of travel.
(UBC 3303(d))
Exit doors shall be openable from the inside without
the use of a key or any special knowledge or effort.
Exit doors shall not be locked, chained, bolted,
barred, latched or otherwise rendered unusable. All
locking devices shall be of an approved type. (UFC
12.106(c))
Dead bolts are not allowed on auxiliary exit doors
unless the dead bolt is automatically retracted when
the door handle is engaged from inside the tenant
space.
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.
Sprinkler protection shall be extended to all areas
where required, including all enclosed areas, below
obstructions and under overhangs greater than four
feet wide. (NFPA 13- 4- 4.1.3.2.1)
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
Cica y Tukwila
FIRE DEPARTMENT
444 Andover Park East
Tukwila, Washington 98188 -7661
(206) 575 -4404
Page number 3
John W. Rants, Mayor
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 #1646)
4. In double row racks with heights of storage up to and
including 25', an average nominal 6" transverse flue space
between loads or at rack uprights shall be maintained.
(NFPA 231C 4 -3.1)
Maintain minimum 6" longitudinal flue space between
back to back racks.
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
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