HomeMy WebLinkAboutPermit D01-168 - LUWA DISTRIBUTING - RACKSLUWA
DISTRIBUTING, INC
1112 ANDOVER PK W
EXPIRED
12 -13 -02
D01 -168
City of Tukwila
Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100
Print Name:
DEVELOPMENT PERMIT
WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIPES,
APPLICANT IS PROCEEDING AT THEIR OWN RISK.
Parcel No: 352304 -9053
Address: 1112 ANDOVER PK W
Suite No:
Location:
Category: AWSE
Type: DEVPERM
Zoning:
Contractor License No: MMISEI *094P5
(206) 431 -3670
Tukwila, Washin, , 0 08188
Permit No: D01 -168
Status: ISSUED
Issued: 06/12/2001
Expires: 12/09/2001
Const Type: Occupancy: WAREHOUSE
Gas /Elec.: UBC: 1997
Units: 000 Fire Protection: SPRINKLERS /AFA
Setbacks: North: .0 South: .0 East: .0 West: .0
Water: TUKWILA Sewer: TUKWILA
Wetlands: Slopes: N Streams:
OCCUPANT LUWA DISTRIBUTING INC Phone:
1112 ANDOVER PK W, TUKWILA WA 98168
OWNER FIAR VENTURES INVESTMENT LTD
12835 BEL -RED RD, SUITE 140, BELLEVUE WA 98005
CONTACT FRANK HEFFERNAN Phone: 425 -821 -3383
12277 134 CT NE, #203, REDMOND WA 98052
CONTRACTOR M M I SERVICES INC Phone: 425- 882 -3034
16533 NE 80 ST, REDMOND, WA 98052
*** k**- k************ kk** kk******** kk* kk kk** k*** k* k* k*: A* kkkk* *A *k * *1k *kk *kkk **k ** *A*kkk
Permit Description:
INSTALL RACKING IN WAREHOUSE
k*************************** k***** k******************* •* *k**k * *kkkkkkkkkkkkkkkkk*Akkk
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
•k
k** k* kk******* * ** * * * *k * *** * *** *k * * * * * *** * ** *sir * ** * **kk ** *k*kkk ***kk *k *kk * * ** * * ***k
TOTAL DEVELOPMENT PERMIT FEES: $ 419.06
****** k************************* k*** k** k** k** kk**k* k * kkkkkkk* **kkkkkk * * *** ***** *kA 4
Permit Center Authorized Signature: - ��c, Le L � IJ.%L4L1.1.1 te: L.2_-_- 0
I hereby certify that I•have read and examined this' permit an know the same
to be true and correct. All provisions of law andr'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 performa ce of work. am authorized to sign for and obtain this
41 11 I development it.
.. I;. drrsar - sue:
Date: , C..,/_ _j L
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.
Addr. 1112 LAC;OVER W •
2.7euite:
Tenant:
CIEVPEPM
1 #: 352304-9053
'44 k 4 4 Jet 'k 4 .4 *kir &A * • * * * Sr * 4 ik A 4 4•• mivd, 4 4.• 4 4 A, 4 *. A' 4. 41 4 1/4 4 k, %
Permit Conditions:
1. No chanQes will be made t the p!ahs the
Engineer and the TO wiTa Eui101n9
2. Ail construction to be done 17 conf::wthce wth
plans and tequirements of the Unifocw Code
Edition) as amended. Uniforii; Mechani,..A1 1997
and Wash inton State Ene. !:0de Y1997 E.i.itioni
3. Valldit■. of Permit. The i'.:7uane of a becliir avcco..'al
plans, specifications, and computations shal: hot be trued to be a permit for. c:c an aporova of. any vi
of anv of the provi.s,ion the bu ild;:' :it :' nv
other ordin3nce of the itirisdiction, Nc rc
91ve authority to violate or carle1 the oro4ilion: t thiz
code shall be valid,
4. All permits. inspection cecords. abc.coved p'an:F. Than be
available at the !Lt slte prior to the start ot Any ccn-
truction (..iument:: are to t.e roainto:nd An0 avil-
abie until final lnloe aporovai orante.
1 hereby certify that 1 have , *ead thvse p)0
with them as outlined. Ail w'ovi.sion: law ?o 90
thiS worV will be complied with. , A;hethei . specifie
The granting of thi2: permit de's. i•iot v.re.2unie Qlve autho;
violate or cancel the provisions of r wor}
ce9u1atinq cor-truction or th oerform.3hee
Sitmature:
--r
Print Uame:
Project Name/Tenant: L. (./ 1NA 9 IGT .t F•VTtNS1 f 4 •
f „
Value of Construction: 4 , eon
Site Address: Cit late /Zip:
ltI2 Amin P'v.•W 7'v WA f4'$
Tax Parcel Number:
352314 —' Q
Property Owner: G/Nc:cL t 4 `iT T 1AR.Thl 5 y0 344ALL15EY
Phone: g26 , 4ggJ .12 2-
city State/Zip:
Street Address: 12.2 fir fes). 14 WA
Fax #: 42q 49 . z00%
Contractor: /Nmt oce.,s !Ik •
Phone: 429 •30 , d!
Street Addre s: l Cit Statoz
Fax #: 42 .
Architect: rsee#424 c tO C AkCWI CT.P fh, •
Phone: 4251521. 3,
Street Address: G Ci State/Zip:
[ 2277 I3q- T h4 Z 2o3 R tat/IcNp Nra q 9O
Fax #: .4 2S • $ 2) .3243
7
Engineer: Kfz R f s sy �l� co • oNG •
Vt-Tv
Phone:
503. 233 • 7711
Street Address: City State /Zip:
7zosANd`(' 1.07s.s• TGAND, o0 , 97214.
Fax #: 503 , 2 P • 6 r f0
7Y�
Contact Person: NK BeFFeiom MA
Phone: 4 2q• is Z i • 33 i8 3
Street Address: ; 277 ( ' c z M _ , t i WA /Zi
Fax #: dzq • t • 32 `
Description of work to be done: t N4TA L L FA GK 04 6
if W4rEHenvse
Existing use: ❑ Retail ❑ Restaurant ❑ Multi-family TrWarehouse Hospital
❑ Church ❑ Manufacturing ❑ Motel /Hotel 1WOffice .
❑ School /College /University ❑ Other
Proposed use: ❑ Retail ❑ Restaurant ❑ Multi-family , 'Warehouse ❑ Hospital
❑ Church ❑ Manufacturing ❑ Motet/Hotel Office
L`7
❑ School/College /University ❑ Other
Will there be a change of use? ❑ yes t no
If yes, extent of change: (Attach additional sheet if necessary)
Will there be rack storage? Q ❑ n�o
,y
Existing fire protection features: sprinklers lJ automatic fire alarm ❑ none ❑ other (specify)
Building Square Feet: 13 - qbcD• existing
Area of Construction: (sq. ft.) IS co5 s
Will there be storage of flammable /combustible hazardous material
Attach list of materials and stora • e location on se. arate 8 1/2
in the building? Cl yes &I
X 11 • a • er indicatin • • uantities & Material Sa /et Data Sheets
CITY OF TUKwILA
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.
❑ 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
❑ V.ator MotariExempi #: Size(s): 0 ueauct
❑ Water Meter /Permanent # Size(s):
❑ Water Meter Temp # Size(s): Est. quantity:
❑ Miscellaneous
Date application accepted:
: ( /
CTPERMIT.DOC 1/29/97
❑ Floo
APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING:
Additional reviews ma be determined b the Public Works De •artment
Date application expires:
/ /— 2 /
FOR STAFF USE ONLY
Project Number: ,,��
Permit Number: �./ 2 / ! 6 cS
d Control Zone
❑ Landscape Irrigation
O Private 0 Public
O Private 0 Public
0 Water Only
gal Schedule:
-. :
Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be'revlewed a
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.
Application take
❑ Hauling
i i '
by: (initials)
PLEASE SIGN BACK OF APPL(CATIO . FORM
BUILDING OWNER OR AUTHORIZED AGENT:
Signature:
Date:
Print name:
Phone:
Fax #:
Address
City /State /Zip
ALL COMMERCIAUMULTI -F LY TENANT IMPROVEMENT /AL •ATION PERMIT APPLICATIONS
MU BE SUBMITTED WITH THE FOLLOWING:
> 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
❑ - /
3 Complete Legal Description
I tiJ ❑ 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).
❑ Fr Floor plan: show location of tenant space with proposed use of each room labeled
❑ SO 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.
�,/
❑ L� Vicinity Map showing location of site
❑ 5 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.
❑ 5 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 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
4********* **A***ANA*A 9 *A*A 9 8*9 N'N49 . "( 44 44 t9*4kAi.4ikAkkA4 AA*9 9
CITY OF TUKWILA. WA
**i****AA***A*4 9A 94A94AlckN49 99 4A-99A.h.
IKkOSIMIT NumbEr: K0100692 Amon t: ()J',■3
Payment Method: CHECg 14oLi)on: Luwl;
Permit Not 001-1b8 T‘'oe OF.PIAM PERoIf
Address;: 1112 ANDOVEr Pt. W
1
Thls Pb.vment Iti:!.:1; lotiJ ALL Intc:; ;f,,..11
gi!incf, 12ft7.":;
********
Account Code De,icriotton Amount
000/345.030 PLAN CHECV -
. “"fa..1111.6.....1.00.......,0-01 .4“.-0■0*“..■4.0.
fOTA1
'
T
k. •
IRANSMII Numher: R010( nouht:
Payment Method: CHtiCK Nnt:ition 1.11141:.
Permit No: D01-1613 riEVPCR0
Pi,rcel Na: 352304-3
( ..iite Address: 1111: ANOOYEI: W
k*A*A**ANA
UITY OF lurwILk, WA 11;p0:JiT1
NAItA**A**AA*A*kkA4N-Att**4*AAAA8NA.
r .! r t • 1 :
Pinmf!
This Puvment 1ote PILL rht: 41'
A****4.************:
Account Coda Descriution
000/322.100 HOILDINCi 0001
000/386.904 N4fE qUILDTNC 'N.
7 -7
COMMENTS:
y e of Inspeiod: `
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Address:
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Special instructions:
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Phone:
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Address:
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Special instructions:
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Phone:
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CITY OF TUKWILA BUILDING DIVISION ,C`
6300 Southcenter Blvd, #100, Tukwila, WA 98188 `�� (206)431 -36
Approved per applicable codes.
Inspector:
Date:
[1 $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:
•
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
von - i(e3
PERMIT NO.
Corrections required prior to approval.
Address it 'L » /;•
Sprinklers:
Fire Alarm: Al
Hood & Duct: A/
Halon: A/
• Monitor: 7
Pre-Fire:
Permits: wiP
1t4. (W 1
Authorized Sjgnature
FINALAPP.FRM
City of Tukwila
Fire Department
Project Name /'W %‘ •
)( Needs shift inspection
TUKWILA FIRE DEPARTMENT
FINAL APPROVAL FORM
Retain current inspection schedule
Approved without correction notice
)( Approved with correction notice issued
Rev. 2/19/98
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575•4439
.„„
Steven M. Mullet, Mayor
Thomas R Keefe, Fire Chief
Suite #
j • /7)(
Date
T.F.D. Form F.P. 85
tw,rvit.
File:
D01H62
35mm Drawing#
Calculations for :
SEATTLE KITCHEN DESIGNS
TUKWILLA, WA
Loading: 4000 # load levels
2 pallet levels Q 76,144
Seismic Zone 3 100% Utilization
Ca = 0.36 Cv = 0.54
05/21/2001
144 " Load Beams
Uprights: 48 " wide SINGLE ROWS
C 3.000x 3.000x 0.090 Columns
C 1.500x 1.500x 0.075 Braces
5.00x 8.00x 0.375 Base Plates
with 2- 0.500in x 3.50in Embed Anchor /Column
5.38x 2.750x 0.075 Load beams w/ 3 -Pin Connector
by : Ben Riehl
Registered Engineer WA# 21008
EXPIRES 10/28/ O 7.
C�►� �
vela
— 6
a�cI
Depth
Flange
Lip
Thickness
R
Blank =
A =
Ix =
Iy =
a
a bar
b
b bar
c
c bar
u
gamma
R'
I'x =
I'y =
Depth
Flange
Lip
Thickness
R
Blank =
A =
Ix =
Iy =
a
a bar
b
b bar
C
c bar
u
gamma
R'
Cold Formed Channel
3.000 in
3.000 in
0.750 in
0.0900 in
0.1000 in
9.89 in
0.890 in2
1.404 in4
1.100 in4
2.6200
2.9100
2.6200
2.9100
0.5600
0.7050
0.2278
1.0000
0.1450
Cold Formed Channel
= = = = = = = = = = = = = = = = = ==
1.500 in
1.500 in
0.000 in
0.0750 in
0.1000 in
4.23 in
0.317 in2
0.125 in4
0.075 in4
1.1500
1.4250
1.3250
1.4625
0.0000
0.0000
0.2160
0.0000
0.1375
•
Fy = 50 ksi
wt = 3.0 plf
Sx = 0.936 in3 Rx = 1.256 in
Sy = 0.639 in3 Ry = 1.112 in
Web w/t 29.1111
Fig w/t 29.1111
x bar 1.2343
m 1.6620
x0 - 2.8963
J 0.0024
x web 1.2793
x lip 1.7207
h/t 31.3333
Section Removing:
0.640 inch slot 0.75 inches each side of center on web
0.375 inch hole 0.87 inches from web in each flange
A- = 0.183 in2 A' = 0.707 in2
x bar
1.470 in
1.193 in4 Six= 0.795 in3 R'x= 1.298 in
0.872 in4 S'y= 0.554 in3 R'y= 1.1.10 in
Fy = 50 ksi
wt = 1.1 plf
Sx = 0.166 in3 Rx = 0.627 in
Sy = 0.079 in3 Ry = 0.487 in
Web w/t 15.3333
Fig w/t 17.6667
x bar 0.5060
m 0.6531
x0 - 1.1592
J 0.0006
x web 0.5435
x lip 0.9565
h/t 18.0000
COLUMN SECTION
BRACE SECTION
HEIGHT OF BEAM
MAT'L THICKNESS
INSIDE RADIUS
WIDTH
STEEL YIELD
STEP
L
LONG SIDE 5.0300
TOP 1.4000
STEP SIDE 1.3500
STEP BOTT 0.7250
SHORT SID 3.4050
BOTTOM 2.4000
CORNERS
2
3
4
5
6
0.2160
0.2160
0.2160
0.2160
0.2160
0.2160
TOTALS 15.6059 36.3900 40.2336 144.1594 14.1025
AREA =
CENTER GRAVITY =
Ix =
Sx =
Rx =
Cold Formed Section
5.380 INCHES
0.075 INCHES
0.100 INCHES
2.750 INCHES
50.0 KSI
1.625 INCHES HIGH 1.000 INCHES WIDE
ABOUT THE HORIZONTAL AXIS
Y LY LY2 Ii
2.6900 13.5307 36.3976 10.6053
5.3425 7.4795 39.9592 0.0000
4.5300 6.1155 27.7032 0.2050
3.7175 2.6952 10.0194 0.0000
1.8775 6.3929 12.0026 3.2898
0.0375 0.0900 0.0034 0.0000
1.170 IN2
2.578 INCHES TO BASE
4.090 IN4 Iy =
1.460 IN3 Sy =
1.869 IN Ry =
LOAD BEAM
5.2925 1.1431 6.0499 0.0004 0.0875 0.0189
5.2925 1.1431 6.0499 0.0004 1.6625 0.3591
3.7675 0.8137 3.0656 0.0004 1.8000 0.3888
3.6675 0.7921 2.9052 0.0004 2.6625 0.5751
0.0875 0.0189 0.0017 0.0004 2.6625 0.5751
0.0875 0.0189 0.0017 0.0004 0.0875 0.0189
1.269 INCHES TO LONG SIDE
1.412 IN4
0.953 IN3
1.098 IN
ABOUT THE VERTIC
X LX
0.0375 0.1886
0.8750 1.2250
1.7125 2.3119
2.2125 1.6041
2.7125 9.2361
1.3750 3.3000
17.8875 19.8014
RIVETS
WELDS
BEAM END CONNECTOR
COLUMN MATERIAL THICKNESS = 0.09 IN
LOAD BEAM DEPTH = 5.38 IN
TOP OF BEAM TO TOP OF CONN= 0.000 IN
WELD @ BTM OF BEAM = 0.000 IN
LOAD = 4000 LBS PER PAIR
CONNECTOR VERTICAL LOAD = 1000 LBS EACH
3 RIVETS @ 2 " oc 0.4375 " DIA A502 -2
1st @ 1 "BELOW TOP OF CONNECTOR
AREA = 0.150 IN2 EACH Fv = 22.0 KSI
Vcap = 3.307 KIPS EACH RIVET
BEARING Fb = 65.0 KSI
BRG CAP= 2.559 KIPS EACH RIVET
TOTAL RIVET VERTICAL CAPACITY = 7.678 KIPS
CONNECTOR
6 " LONG CONNECTOR ANGLE
1.625 " x 3 "
Fy = 50 KSI
x 0.1875 " THICK
S = 0.131 IN3 Mcap = 3.924 K -IN
W/ 1/3 INCREASE 5.232 K -IN
RIVET MOMENT RESULTANT @ 0.25 IN FROM BTM OF CONN
M = PL L = 0.37 IN
Pmax = Mcap /L = 14.139 KIPS
RIVET LOAD DIST MOMENT
P1 3.412 4.750 16.209 RIVET OK
P2 1.976 2.750 5.433
P3 0.539 0.750 0.404
P4 0.000 0.000 0.000
TOTAL 5.927 22.047 CONNECTOR OK
0.125 " x 5.380 " FILLET WELD UP OUTSIDE
0.125 " x 3.755 " FILLET WELD UP INSIDE
0.125 " x 1.625 " .FILLET WELD UP STEP SIDE
0 " x 1.000 " FILLET WELD STEP BOTTOM
0 " x 2.750 " FILLET WELD ACROSS BOTTOM
0 " x 1.750 " FILLET WELD ACROSS TOP
USE EFFECTIVE 0.075 " THICK WELD
L = 10.76 IN A = 0.807 IN2
S = 0.724 IN3 Far = 26.0 KSI
Mcap = 18.81 K -IN W/1/3 INCR= 25.09 K -IN
per 1997 UBC
Weight
Overturning
== =2222=2 ==
Anchors:
========
Braces:
V =
In Upright Plane SINGLE ROWS
Seismic Load Distribution
Use :
Z =
I =
Ca =
=22= = _ = _
Max column load 2
Min column load =
T =
Tcap =
Zone 3
60 # per level frame weight
0.30 1.33 Allowable Stress Increase
1.00 R = 4.4
0.36 V = (2.5 *Ca *I) /(R *LF) *W
LF = 1.4
Columns @ 48 "
Levels Load WiHi Fi FiHi Column:
(inches) ( #) (k -in) ( #) (k -in) C 3.000x 3.000x 0.090
144 4060 585 777 112
76 4060 309 410 31
O 0 0 0 0 KLx = 76 in
O 0 0 0 0 KLy = 49 in
O 0 0 0 0 A= 0.707 in
0 0 0 0 0 Pcap = 21001 lbs
= = == =2373=
8120 893 1186 143 Column
34% Stress
7038 #
1082 #
OTM = 143.0 K -IN X 1.15 =
RM =
REQUIRED HOLD DOWN =
164.4 K -IN
194.9 K -IN
0.00 KIPS
Special Inspection(Y or N)? NO
0 No uplift anchors req'd
2 0.5 " diameter Hilti -KB II
3.5 "embedment in 2000 psi concrete
2333 # 0% Stressed
593 # per leg Vcap = 4907 # _
COMBINED =
Brace height = 49 "
Brace width = 48 "
Length = 69 "
P = 1695 #
C 1.500x 1.500x 0 075
A = 0.317 in
L/r = 141
Pcap = 3234 # 52%
2
2
12% Stressed
3% Stressed
Anchors:
_ = = = = = ==
Braces:
V =
In Upright Plane SINGLE ROWS
Seismic Load Distribution TOP LOAD ONLY
per 1997 UBC Zone 3 Z
Z = 0.30 1.33 Allowable Stress Increase W
I = 1.00 R = 4.4 Or
Ca = 0.36 V = (2.5 *Ca *I) /(R *LF) *W J U
LF= 1.4 U0
Weight N p
0W
60 # per level frame weight
N u.
Columns ® 48 " • O
Levels Load WiHi Fi FiHi Column: g-
(inches) ( #) (k -in) ( #) (k -in) C 3.000x 3.000x 0.090 N M
144 4060 585 597 86 d
76 60 5 5 0 W
O 0 0 0 0 KLx = 76 in Z
O 0 0 0 0 KLy = 49 in Q
0 0 0 0 0 A= 0.707 in Ilia'
0 0 0 0 0 Pcap = 21001 lbs j C3
a=== = = == = === = = == o N
O
4120 589 602 86 Column C11-.
18% Stress W W
Max column load = 3859 #
Min column load = 261 # u. F
O
L u Z
U —
Overturning
= = = =a = = = = == OTM = 86.4 K -IN X 1.15 = 99.3 K- IN 0
RM = 98.9 K -IN Z
REQUIRED HOLD DOWN = 0.01 KIPS
Use :
T =
Tcap =
Special Inspection(Y or N)? NO 2
9 # 2
2 0.5 " diameter Hilti -KB II
3.5 "embedment in 2000 psi concrete
2333 # 0% Stressed
301 # per leg Vcap = 4907 # =
COMBINED =
Brace height =
Brace width =
Length =
P =
49 "
48 "
69 "
860 #
C 1.500x 1.500x 0.075
A = 0.317 in
L/r = 141
Pcap = 3234 #
27%
6% Stressed
1% Stressed
MSU STRESS -11 VERSION 9/89 - -- DATE: 05/21/:1 - -- TIME OF DAY: 10:31:06
INPUT DATA LISTING TO FOLLOW:
Structure Storage Rack in Load Beam Plane 2 Levels
Type Plane Frame
Number of Joints 10
Number of Supports 6
Number of Members 10
Number of Loadings 1
Joint Coordinates
1 0.0 76.0 S
2 0.0 144.0 S
3 73.5 0.0 S
4 73.5 76.0
5 73.5 144.0
6 220.5 0.0 S
7 220.5 76.0
8 220.5 144.0
9 294.0 76.0 S
10 294.0 144.0 S
Joint Releases
3 Moment Z
6 Moment Z
1 Force X Moment Z
2 Force X Moment Z
9 Force X Moment Z
10 Force X Moment Z
Member Incidences
1 1 4
2 2 5
3 3 4
4 4 5
5 6 7
6 7 8
7 4 7
8 7 9
9 5 8
10 8 10
Member Properties
1 Thru 2 Prismatic Ax 1.170 Ay 0.819 Iz 4.090
3 Thru 6 Prismatic Ax 0.707 Ay 0.354 Iz 1.193
7 Thru 10 Prismatic Ax 1.170 Ay 0.819 Iz 4.090
Constants E 29000. All G 12000. All
Tabulate All
Loading Dead + Live + Seismic
Joint Loads
4 Force Y -2.03
5 Force Y -2.03
7 Force Y -2.03
8 Force Y -2.03
4 Force X 0.065
9
PAGE 1
9
CITY OF TUt;Y"
JUN - 6 23
k s tvJ i .t)
MSU STRESS -11 VERSION 9/89 - -- DATE: 05/211:1 - -- TIME OF DAY: 10:31:06
5 Force X 0.123
7 Force X 0.065
8 Force X 0.123
Solve
PROBLEM CORRECTLY SPECIFIED, EXECUTION TO PROCEED
Seismic Analysis per 1997 UBC
wi di widi2 fi fidi
# in #
4060 0.9390 3580 130 122.1 56 130
4060 1.1143 5041 246 274.1 105 245
O 0.0000 0 0 0.0 0 0
O 0.0000 0 0 0.0 0 0
0 0.0000 0 0 0.0 0 0
O 0.0000 0 0 0.0 0 0
8120 8621 376 396.2
g = 32.2 ft /sec2 T = 1.491036 sec
I = 1.00
Cv = 0.54 V min = .11 *Ca *I *W =
R = 5.6 V = (Cv *I) / (P. *LF *T) *W
LF = 1.4 V = 0.046 W
= 375 #
F'SG. 1f I-!u{i ,t�X•;. 'Fc'; ±?a^Y`tit'"•Y C ^t J�14Y.i y c•R� :". ie}u
/
0.0396 W
PAGE 2
375
100%
MSU STRESS -11 VERSION 9/89 - -- DATE: 05/211:1 - -- TIME OF DAY: 10:31:06
Structure Storage Rack in Load Beam Plane 2 Levels
Loading Dead + Live + Seismic
- -=
MEMBER FORCES
MEMBER JOINT AXIAL FORCE SHEAR FORCE
1 1 0.000 -0.113
1 4 0.000 0.113
2 2 0.000 -0.024
2 5 0.000 0.024
3 3 4.043 0.186
3 4 -4.043 -0.186
4 4 2.021 0.112
4 5 -2.021 -0.112
5 6 4.043 0.190
5 7 -4.043 -0.190
6 7 2.021 0.134
6 8 -2.021 -0.134
7 4 -0.009 -0.121
7 7 0.009 0.121
8 7 0.000 -0.129
8 9 0.000 0.129
9 5 0.011 -0.033
9 8 -0.011 0.033
10 8 0.000 -0.042
10 10 0.000 0.042
APPLIED JOINT LOADS, FREE JOINTS
JOINT FORCE X FORCE Y MOMENT Z
4 0.065 -2.030 0.00
5 0.123 -2.030 0.00
7 0.065 -2.030 0.00
8 0.123 -2.030 0.00
REACTIONS,APPLIED LOADS SUPPORT JOINTS
MOMENT
0.00
-8.32
0.00
-1.78
0.00
14.17
3.17
4.47
0.00
14.40
3.82
5.26
-9.03
-2.69
-2.18
-3.09
0.00
PAGE 3
p14-x •Cippv-4-
GITN Of TUKtiV1t fr
)>ppROVEO
JUN - 67 . a "
ks
*,U 1 LCD
MSU STRESS -11 VERSION 9/89 - -- DATE: 05/21/:1 - -- TIME OF DAY: 10:31:06
JOINT FORCE X FORCE Y MOMENT Z
1 0.000 -0.113 0.00
2 0.000 -0.024 0.00
3 -0.186 4.043 0.00
6 -0.190 4.043 0.00
9 0.000 0.129 0.00
10 0.000 0.042 0.00
FREE JOINT DISPLACEMENTS
JOINT X- DISPLACEMENT Y- DISPLACEMENT ROTATION
4 0.9390 - 0.0150 - 0.0019
5 1.1143 - 0.0217 - 0.0007
7 0.9391 - 0.0150 - 0.0018
8 1.1142 - 0.0217 - 0.0003
SUPPORT JOINT DISPLACEMENTS
JOINT X- DISPLACEMENT Y- DISPLACEMENT ROTATION
1 0.9390 0.0000 0.0006
2 1.1143 0.0000 - 0.0001
3 0.0000 0.0000 - 0.0175
6 0.0000 0.0000 - 0.0176
9 0.9391 0.0000 0.0012
10 1.1142 0.0000 0.0006
w i : 1"{M'�'>yijts4•
/Z.
PAGE 4
Point
7
8
0
0
0
0
Stress Factor
Load Beam Check
Pallet Load
Assume
M = PL /8=
fb =
Mcap =
Beam - Column Chec,.
C 3.000x 3.000x 0.090
A = 0.707 in2
Sx = 0.795 in3
Rx = 1.298 in
kx = 1.00
P M Lx Ly Pcap Mcap Ratio
4.1 14.4 76.0 49.0 21.00 31.81 65%
2.1 5.3 68.0 49.0 21.72 31.81 26%
0.0 0.0 68.0 49.0 21.72 31.81 0%
0.0 0.0 68.0 49.0 21.72 31.81 0%
0.0 0.0 68.0 49.0 21.72 31.81 0%
0.0 0.0 68.0 49.0 21.72 31.81 0%
__________________
5.38x 2.750x 0.075
A 1.170 in2
Sx = 1.460 in3
Length =
Defi =
144 inches
1.333
4000 lbs
0.5 pallet load on each beam
36.00 k -in
24.66 ksi Fb = 30 ksi
43.79 k -in
58.39 k -in with 1/3 increase
0.64 in = L/ 223
w/ 25% added to one pallet load
M = .282 PL = 40.61 k -in
Fy =
Ry =
ky =
Fy =
E _
Ix =
50 ksi
1.110 in
1.00
50 ksi
29,500 E3 ksi
4.090 in4
82%
93%
/3
CITY Of TUKWII E.
APPROVED
JUN - 6 2Gll1
ANS No I
V14 rt
h ^ t
Column Load
Allowable Soil
Assume Footing
Soil Pressure
Bending:
Assume the concrete slab works as a beam that is fixed against rotation
at the end of the base plate and is free to deflect at the extreme
edge of the assumed footing, but not free to rotate.
Use
Shear :
w
Load factor =
s =
Beam fv =
Punching fv =
Base Plate Bending
Base Plate Design
5.3 kips
1500 psf basic
22.5 in square on side
1500 psf
Mmax = w1 /3
5 "square base plate
10.4 psi
1.67
5 in thick slab f'c
1 =
M
4.17 in3 fb =
Fb = 5(phi) (f' c ".5) _
30 psi Fv =
35 psi Fv =
Use 0.375 " thick
1 = 1.5 in w = 211 psi
fb = 10135 psi Fb = 27000 psi
8.76 in
445 # -in
2500 psi
107 psi
163 psi
85 psi
170 psi
/4 .
OK !!
OK !!
OK !!
OK !!
Calculations for :
Loading: 4000 # load levels
3 pallet levels @ 51,103,144
Seismic Zone 3 100% Utilization
Ca = 0.36 Cv = 0.54
by : Ben Riehl
Registered Engineer WA# 21008
SEATTLE KITCHEN DESIGNS
TUKWILLA, WA
05/21/2001
144 " Load Beams
Uprights: 48 " wide BACK -BACK ROWS
C 3.000x 3.000x 0.090 Columns
C 1.500x 1.500x 0.075 Braces
5.00x 8.00x 0.375 Base Plates
with 2- 0.500in x 3.50in Embed Anchor /Column
5.38x 2.750x 0.075 Load beams w/ 3 -Pin Connector
Of RANI
: pR0VEU
6 2001
per 1997 UBC
In Upright Plane BACK -BACK ROWS
Seismic Load Distribution
Zone 3
Ca = 0.36 V = (2.5 *Ca *I) /(R *LF) *W Z
LF = 1.4
Weight USE 50% FOR BACK -BACK ROWS
60 # per level frame weight D; CC 2
U
00
Columns @ 48 " V1 0
Will
Levels Load WiHi Fi FiHi Column:
(inches) CO ( #) (k -in) ( #) (k -in) C 3.000x 3.000x 0.090 u '
144 4060 585 430 62
W°
103 4060 418 308 32
51 4060 207 152 8 KLx = 51 in U.<
0 0 0 0 0 KLy = 49 in N8
0 0 0 0 0 A= 0.707 in W
0 0 0 0 0 Pcap = 22568 lbs Z
12180 1210 890 101 Column
36% Stress
Max column load = 8202 # U = O
Min column load = 3978 #
U-
0 t
W W
Overturning
aaaaa =aaaa= OTM = 101.4 K -IN X 1.15 = 116.6 K -IN u. �
RM = 292.3 K -IN
REQUIRED HOLD DOWN = 0.00 KIPS iii
U=
Anchors: Special Inspection(Y or N)? NO 2 Q
= =ma= = == T = 0 No uplift anchors req'd 2 Z
Braces:
Use :
2 0.5 " diameter Hilti -KB II
3.5 "embedment in 2000 psi concrete
Tcap = 2333 # 0% Stressed
V = 445 # per leg Vcap = 4907 #
COMBINED =
Brace height =
Brace width =
Length =
P =
49 "
48 "
69 "
1272 #
C 1.500x 1.500x 0.075
A = 0.317 in
L/r = 141
Pcap = 3234 #
IMIP '"'F'8 .221 ra '12ft4 +ry;sA :4 ?- f ; z;•��:
Z = 0.30 1.33 Allowable Stress Increase
I = 1.00 R = 4.4
39%
I
c?
9% Stressed
2% Stressed
per 1997 UBC
Weight
Overturning
13= = =___ =_ =3
Anchors:
= = = = = =__
Braces:
V =
In Upright Plane BACK -BACK ROWS
Seismic Load Distribution TOP LOAD ONLY
Max column load =
Min column load =
Use :
T =
Tcap =
Brace height =
Brace width =
Length =
P =
Zone 3
Z = 0.30 1.33 Allowable Stress Increase
I = 1.00 R = 4.4
Ca = 0.36 V = (2.5 *Ca *I) /(R *LF) *W
LF = 1.4
USE 50% FOR BACK -BACK ROWS
60 # per level frame weight
Columns @ 48 "
Levels Load WiHi Fi FiHi Column:
(inches) ( #) (k - in) ( #) (k - in) C 3.000x 3.000x 0.090
144 4060 585 301 43
103 60 6 3 0
51 60 3 2 0 KLx = 51 in
0 0 0 0 0 KLy = 49 in
0 0 0 0 0 A= 0.707 in
0 0 0 0 0 Pcap = 22568 lbs
4180 594 305 44 Column
13% Stress
3000 #
1180 #
OTM = 43.7 K -IN X 1.15 = 50.2 K -IN
RM = 100.3 K -IN
REQUIRED HOLD DOWN = 0.00 KIPS
Special Inspection(Y or N)? NO
0 No uplift anchors req'd
2 0.5 " diameter Hilti -KB II
3.5 "embedment in 2000 psi concrete
2333 # 0% Stressed
153 # per leg Vcap = 4907 #
COMBINED =
49 "
48 "
69 "
436 #
C 1.500x 1.500x 0.075
A = 0.317 in
L/r = 141
Pcap = 3234 #
13%
/7
2
2
3% Stressed
0% Stressed
MSU STRESS -11 VERSION 9/89 - -- DATE: 05/21/:1 - -- TIME OF DAY: 10:44:27
INPUT DATA LISTING TO FOLLOW:
Structure Storage Rack in Load Beam Plane 3 Levels
Type Plane Frame
Number of Joints 14
Number of Supports 8
Number of Members 15
Number of Loadings 1
Joint Coordinates
1 0.0 51.0 S
2 0.0 103.0 S
3 0.0 144.0 S
4 73.5 0.0 S
5 73.5 51.0
6 73.5 103.0
7 73.5 144.0
8 220.5 0.0 S
9 220.5 51.0
10 220.5 103.0
11 220.5 144.0
12 294.0 51.0 S
13 294.0 103.0 S
14 294.0 144.0 S
Joint Releases
4 Moment Z
8 Moment Z
1 Force X Moment Z
2 Force X Moment Z
3 Force X Moment Z
12 Force X Moment Z
13 Force X Moment Z
14 Force X Moment Z
Member Incidences
1 1 5
2 2 6
3 3 7
4 4 5
5 5 6
6 6 7
7 8 9
8 9 10
9 10 11
10 5 9
11 9 12
12 6 10
13 10 13
14 7 11
15 11 14
Member Properties
1 Thru 3 Prismatic Ax 1.170 Ay 0.819 Iz 4.090
PAGE 1
PAGE 2
MSU STRESS -11 VERSION 9/89 - -- DATE: 05/21/:1 - -- TIME OF DAY: 10:44:27
4 Thru 9 Prismatic Ax 0.707 Ay 0.354 Iz 1.193
10 Thru 15 Prismatic Ax 1.170 Ay 0.819 Iz 4.090
Constants E 29000. All G 12000. All
Tabulate All
Loading Dead + Live + Seismic
Joint Loads
5 Force Y -2.03
6 Force Y -2.03
7 Force Y -2.03
9 Force Y -2.03
10 Force Y -2.03
11 Force Y -2.03
5 Force X 0.033
6 Force X 0.064
7 Force X 0.090
9 Force X 0.033
10 Force X 0.064
11 Force X 0.090
Solve
PROBLEM CORRECTLY SPECIFIED, EXECUTION TO PROCEED
Seismic Analysis per 1997 UBC
wi di widi2 fi fidi
# in 4
4060 0.3104 391 66 20.5 33 66
4060 0.4160 703 128 53.2 64 128
4060 0.4493 820 180 80.9 90 180
0 0.0000 0 0 0.0 0 0
0 0.0000 0 0 0.0 0 0
0 0.0000 0 0 0.0 0 0
12180 1913 374 154.6 373
g = 32.2 ft /sec2 T = 1.124462 sec
I = 1.00
Cv = 0.54 V min = .11 *Ca *I *W = 0.0396 W
R = 5.6 V = (Cv *I) /(R *LF *T) *W
LF = 1.4 V = 0.061 W USE 50% FOR B -B ROWS
= 373 4 100%
Gm Of TUMill'
pppRoNiED
JUN - 6 2H
N' v ►.l)
9 .........
/ .1tUtl_ D, rt.: G t- ' '` ' ' '"
MSU STRESS -11 VERSION 9/89 - -- DATE: 05/21/:1 - -- TIME OF DAY: 10:44:27
Structure Storage Rack in Load Beam Plane 3 Levels
Loading Dead + Live + Seismic
MEMBER FORCES
MEMBER JOINT AXIAL FORCE SHEAR FORCE MOMENT
1 1 0.000 -0.080 0.00
1 5 0.000 0.080 -5.91
2 2 0.000 -0.025 0.00
2 6 0.000 0.025 -1.85
3 3 0.000 -0.001 0.00
3 7 0.000 0.001 -0.05
4 4 6.052 0.184 0.00
4 5 -6.052 -0.184 9.38
5 5 4.030 0.140 3.18
5 6 -4.030 -0.140 4.12
6 6 2.016 0.057 0.90
6 7 -2.016 -0.057 1.44
7 8 6.052 0.190 0.00
7 9 -6.052 -0.190 9.69
8 9 4.030 0.168 3.85
8 10 -4.030 -0.168 4.86
9 10 2.016 0.123 2.12
9 11 -2.016 -0.123 2.92
10 5 -0.010 -0.089 -6.65
10 9 0.010 0.089 -6.40
11 9 0.000 -0.097 -7.14
11 12 0.000 0.097 0.00
12 6 -0.019 -0.041 -3.17
12 10 0.019 0.041 -2.83
13 10 0.000 -0.056 -4.15
13 13 0.000 0.056 0.00
14 7 0.033 -0.015 -1.39
14 11 -0.033 0.015 -0.79
15 11 0.000 -0.029 -2.13
15 14 0.000 0.029 0.00
APPLIED JOINT LOADS, FREE JOINTS
PAGE 3
PAGE 4
MSU STRESS -11 VERSION 9/89 - -- DATE: 05/211:1 - -- TIME OF DAY: 10:44:27
JOINT FORCE X FORCE Y
5 0.033 -2.030
6 0.064 -2.030
7 0.090 -2.030
9 0.033 -2.030
10 0.064 -2.030
11 0.090 -2.030
REACTIONS, APPLIED LOADS SUPPORT JOINTS
JOINT FORCE X
1 0.000
2 0.000
3 0.000
4 -0.184
8 -0.190
12 0.000
13 0.000
14 0.000
JOINT X- DISPLACEMENT
5 0.3104
6 0.4160
7 0.4493
9 0.3105
10 0.4161
11 0.4492
JOINT X DISPLACEMENT
1 0.3104
2 0.4160
3 0.4493
4 0.0000
8 0.0000
12 0.3105
13 0.4161
14 0.4492
FORCE Y
-0.080
-0.025
-0.001
6.052
6.052
0.097
0.056
0.029
FREE JOINT DISPLACEMENTS
Y DISPLACEMENT
- 0.0151
- 0.0253
- 0.0293
- 0.0151
- 0.0253
- 0.0293
SUPPORT JOINT DISPLACEMENTS
MOMENT Z
0.00
0.00
0.00
0.00
0.00
0.00
MOMENT Z
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
ROTATION
- 0.0014
- 0.0007
- 0.0004
- 0.0013
- 0.0005
0.0000
Y- DISPLACEMENT ROTATION
0.0000 0.0004
0.0000 - 0.0002
0.0000 - 0.0004
0.0000 - 0.0083
0.0000 - 0.0084
0.0000 0.0009
0.0000 0.0008
0.0000 0.0006
.;: f; a` 4. g?zi�;.• �, �:+ 9e,. 3.' �, qt °%t`�ly ".,,;;�>;vp,.,1�.�t* "',` : ^ i's, - „ "'�..;v..� .. ! >'
GUY OtWOO
hPPROYfp
JUN - 6 2"
f,• "tt7 ; i.1
rh
Beam - Column Check
C 3.000x 3.000x 0.090
A = 0.707 in2
Sx = 0.795 in3
Rx = 1.298 in
kx = 1.00
Stress Factor 1.333
Point P M Lx Ly Pcap Mcap Ratio
9 6.1 9.7 51.0 49.0 22.56 31.81 57%
10 4.1 4.9 52.0 49.0 22.56 31.81 34%
11 2.1 2.9 52.0 49.0 22.56 31.81 18%
0 0.0 0.0 52.0 49.0 22.56 31.81 0%
0 0.0 0.0 52.0 49.0 22.56 31.81 0%
0 0.0 0.0 52.0 49.0 22.56 31.81 0%
Load Beam Check
= = = = =_ = = = = = = = = = = ==
Fy =
Ry =
ky =
50 ksi
1.110 in
1.00
5.38x 2.750x 0.075 Fy = 50 ksi
A = 1.170 in2 E = 29,500 E3 ksi
Sx = 1.460 iri3 Ix = 4.090 in4
Length = 144 inches
Pallet Load 4000 lbs
Assume 0.5 pallet load on each beam
M = PL /8= 36.00 k -in
fb = 24.66 ksi Fb = 30 ksi
Mcap = 43.79 k -in
58.39 k -in with 1/3 increase
Defi = 0.64 in = L/ 223
82%
w/ 25% added to one pallet load
M = .282 PL = 40.61 k -in 93%
Zz
Bending:
Assume the concrete slab works as a beam that is fixed against rotation
at the end of the base plate and is free to deflect at the extreme
edge of the assumed footing, but not free to rotate.
Shear :
Column Load 6.2 kips
Allowable Soil 1500 psf basic
Assume Footing 24.3 in square on side
Soil Pressure 1500 psf
Base Plate Design
w =
Load factor =
Mmax = w1 /3
Use 5 "square base plate
Base Plate Bending
10.4 psi
1.67
5 in thick slab f' =
S = 4.17 in3 fb =
Fb = 5(phi) (f'c ".5) =
Beam fv =
Punching fv =
34 psi Fv a
43 psi Fv =
Use 0.375 " thick
1 = 1.5 in w = 246 psi
fb = 11810 psi Fb = 27000 psi
1
M
9.65 in
540 # -in
2500 psi
130 psi
163 psi
85 psi
170 psi
OK !!
OK !!
OK !!
OK !!
Zh
CITY Of RIKIMI A
4P PROVED
JUN --6 160
AS i cl)
JL fTh r)R' ; t)N
0,
et.c
' ` -c f '2 % City of Tukwila
la John W. Rants, Mayor
i -r -...
� ,�,. 3' •,/ Fire Department Thomas P. Keefe, Fire Chief
1908
May 31, 2001
Fire Department Review
Control # D01-168
(511)
Re: Rack at Luwa Distributing, Inc. - 1112 Andover Park West
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
1109.2)
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)
Maintain minimum 6" longitudinal flue space between
back to back racks. (NFPA 231C)
3. 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)
4. 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)
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575
Page number 2
5. Depending on the classification of the commodity being
stored and the size of the storage area, smoke vents and
curtain boards may be required by Table 81 -A of the Uniform
Fire Code. Contact the Tukwila Fire Prevention Bureau for
further information.
6. Depending on the classification of the commodity being
stored and the storage height, in -rack sprinklers may be
required per N.F.P.A. 231C. Contact the Tukwila Fire
Prevention Bureau for further information.
7. 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.
8. 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)
Contact The Tukwila Fire Prevention Bureau to witness all
required inspections and tests. (UFC 10.503) (City
Ordinance #1742)
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 • Fax (206) 5754439
City of Tukwila
Fire Department
John W. Rants, Mayor
Thomas P. Keefe, Rre Chief
City of Tukwila
Fire Department
Page number 3
Yours truly,
The Tukwila Fire Prevention Bureau
cc: TFD file
ncd
John W. Rants, Mayor
Thomas P. Keefe, Fire Chief
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575 - 4404 • Fax (206) 5754439
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER D01- 168 DATE: 05 -25 -01
PROJECT NAME: LUWA DISTRIBUTTING INC
SITE ADDRESS: 1112 ANDOVER PK W SUITE NO:
Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter # Revision # AFTER Permit Is Issued
DEPARTMENTS:
Building Division
Public Works
0
ici
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
TUES/THURS ROUTING:
Please Route
REVIEWER'S INITIALS:
Fire Prevention
Structural
Incomplete n
Structural Revie Required
APPROVALS OR CORRECTIONS: (ten days)
Approved p Approve wit Conditio)
REVIEWER'S INITIALS:
C
C
CORRECTION DETERMINATION:
Approved ri Approved with Conditions
REVIEWER'S INITIALS:
Planning Division
Permit Coordinator
n
n
DUE DATE: 05-29-01
Not Applicable
No further Review Required
DATE:
DUE DATE 06-26-01
Not Approved (attac
DATE:
Not Approved (attach comments)
1
/41/
DUE DATE
H
DATE:
PERMIT NO.: l
BUILDING PERMITS
INSPECTIONS
❑ 00001 Progress Inspection Status
❑ 00002 Pre - construction
❑ 00003 investigation
❑ 00004 OK to Occupy
❑ 00005 Remove Stop Work Order
❑ 00006 Follow -up
❑ 00007 Pre -Move Inspection
❑ 00050 WSEC Residential
❑ 00060 WA Ventilation/Indoor AQC
❑ 00070 NLEA Inspection/iviodular Strict
❑ 00071 Mobile flame Tie Down Insp
❑ 00072 Marriage Lines
❑ 00090 Rested
❑ 00095 Footing Drains
❑ 00100 Foundation Footings
❑ 00200 Foundation Walls
❑ 00250 Foundation insulation
❑ 00300 Concrete Slab /Slab Insulation
❑ 00350 Crawl Space
❑ 00400 Shear Wall Nailing
❑ 00450 Plywood Wall Sheathing
❑ 00500 Roof Sheathing Nailing
❑ 00525 Plywood Deck Nailing
❑ 00550 Exterior Wall Sheathing
❑ 00600 Masonry Chimney
❑ 00610 Chimney installation/All Types
❑ 00700 Framing
❑ 00750 Roof /Ceiling Insulation
❑ 00800 Floor insulation
❑ 00801 Wall Insulation
❑ 00802 Exterior hoof Insulation
❑ 00803 Glazing Inspection
❑ 00815 Lighting and Controls
❑ 00900 Suspended Ceiling
❑ 01000 Interior Wallboard Fastening
❑ 01001 Exterior Wallboard Fastening
❑ 01110 Pre -Move inspection
Q 01115 Motor Inspection
01120 Pre -Demo
01140 Pre - reroof
1400 Final -Fire
01700 Final - Building
01900 Final - Reroof
❑ 03100 Site Visit
❑ 04000 Special- Concrete
❑ 04001 Special -Bolts in Concrete
❑ 04001 Special - Mom/Resist Cone Frame
❑ 04003 Special -Reinf Steel Prestress
❑ 04004 Special- Welding
❑ 04005 Special -1 ligh- Strength Bolting
❑ 04006 Special - Structural Masonry
❑ 04007 Special -Reinf Gypsum Concrete
❑ 04008 Special - Insulating Cone Fill
❑ 04009 Special -Spray Fireproofing
❑ 04010 Special - Piling, Piers, Caissons
❑ 04011 Special - Shotcrete
❑ 0401' Special - Grading, Excav /Fill
❑ 04013 Special - Retaining Wall
❑ 04014 Special - Panels
❑ 04015 Special -Smoke Control System
'l. ... .. .�r+.. .-. . ft • , '
TENANT NAME:
CONDITIONS
Plan Reviewe
Permit Tech:
is+r) det#
3'K c. C
' 0001 No changes to plans unless approved by Bldg Div
❑ 010 Special inspection required, notify Bldg Div
❑ 001 I Special inspector shall submit final signed report
❑ 0012 New ceiling grid & light fixture shall meet lateral
bracing
❑ 0013 Partition walls attached to ceiling grid
❑ 0014 Readily accessible access to roof mounted equipment
❑ 0015 Engineered truss drawings & calcs shall be on site
❑ 0016 Exposed insulation backing material
❑ 0017 Subgrade preparation including drainage, excavation
❑ 0018 Statement from roofing contractor verifying fire
retardant class of roof
0019 All construction to he done in conformance w /approved
plans
❑ "No work shall be done in addition to those modifications..."
❑ 0002 Plumbing permits shall be obtained through King Co
❑ 0020 Structural observation shall he provided for this project
❑ 0021 All food preparation establishments must have King Co
❑ 0022 Fire retardant treated wood shall have flame spread of
❑ 0023 Notify Building Division prior to placing any concrete
❑ 0024 All spray applied fireproofing shall be special inspected
❑ 0025 All wood to remain in placed concrete shall be treated
❑ 026 All structural masonry shall be special inspected
01127 Validity of Permit
❑ 0028 Rack storage requires separate permit
❑ 0003 Electrical permits obtained through L & 1
❑ 0030 No occupancy of building until final insp by Illdg Div
❑ 0032 Remove all weeds, concrete, stone foundations, flat
concrete
❑ 0036 Manufacturers installation instructions required on site
❑ "BTU maximum allowed per 1997 WA State Energy Code"
❑ 0035 Contact 1' \Y Div to obtain insp for water /sewer connect
❑ 1)038 A C of 0 will be required for this permit
❑ 0039 Final approval for all •fl w /in the limits of the SC Mall
❑ 0004 All mechanical work shall be under separate permit
❑ 0040 All construction noise to be in compliance with 8.2 •[ 4
❑ 04 I Ventilation is required for all new rooms & spaces
)005 All permits, insp records & approved plans available
❑ 0006 All structural concrete shall be special inspected
❑ "Applicant shall obtain a separate plumbing permit from King Cu"
❑ "Anchoring — All new construct and substantial improvement shall be
anchored to prevent flotation"
❑ 0007 All structural welding shall be done by WABO certified
inspector
❑ 0008 All high- strength bolting shall be special inspected
❑ 0009 Bolts installed in concrete shall be special inspected
❑ 0031 Comply with requirements of TMC 16.0.1
❑ 0034 Removal of septic tanks require approval and
compliance with King Co I Iealth Dept.
❑ "Obtain required inspections from appropriate water & sewer
districts"
❑ "Fuel burning appliances
❑ "Appliances, which generate....
❑ "Water heater shall be anchored...."
❑ "Remo!"
Date:
Date:
Complete C
Comments:
ACTIVITY NUMBER D01- 168 DATE: 05 -25 -01
PROJECT NAME: LUWA DISTRIBUTTING INC
SITE ADDRESS: 1112 AN DOVER PK W SUITE NO:
Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter # Revision # _ AFTER Permit Is Issued
DEPARTMENTS:
Building Division
Public Works
PLAN REVIEW /ROUTING SLIP
C
Structural
11111111111111•11111111=111W 41111■111
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Incomplete LI
TUES /THURS ROUTING:
Please Route LI Structural Review Required
APPROVALS OR CORRECTIONS: (ten days)
REVIEWER'S INITIALS: - )) 1
CORRECTION DETERMINATION:
Approved LI
WARM /11.1%W
Yin
Fire Prevention
LI
n
Planning Division
Permit Coordinator
No further Review Required
n
u
DUE DATE: 05-29-01
Nct Applicable n
n
REVIEWER'S INITIALS: DATE:
REVIEWER'S INITIALS:
DUE DATE 06-26 -01
Approved n Approved with Conditions Not Approved (attach comments)
DATE: - - l - v I
Approved with Conditions Not Approved (attach comments)
DUE DATE
DATE:
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER D01- 168 DATE: 05 -25 -01
PROJECT NAME: LUWA DISTRIBUTTING INC
SITE ADDRESS: 1112 ANDOVER PK W SUITE NO:
Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter # Revision # AFTER Permit Is Issued
Complete
Comments:
Approved n
t11 DOC
V'n
DEPARTMENTS:
BuildDivision
wG 5-44
Public Works
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
TUES /THURS ROUTANG:
Please Route
REVIEWER'S INITIALS:
n
6i(
Fire Prevention
Au1/ 5 -30
Structural
Incomplete C
Structural Review Required
n
APPROVALS OR CORRECTIONS: (ten days)
Approved n Approved with Conditions
REVIEWER'S INITIALS:
CORRECTION DETERMINATION:
REVIEWER'S INITIALS:
No further Review Required
Approved with Conditions Not Approved (attach comments)
PERMIT COORD COPY
Planning Division
Permit Coordinator
n
DUE DATE: 05-29-01
Not Applicable L_
n
DATE:
DUE DATE 06 -26 -01
Not Approved (attach comments)
DATE:
DUE DATE
DATE:
Balance Due: $ 9. 5`j
Need Current Contractor Registration Card: Yes ❑ No
Need to Enter Contractor Information in Sierra: Wes ❑ No
if Led' Contact' Person
Date
Staff Initials
kelt-
•
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283° 5= REC RoAC -r .40
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OFF C.E. 4 55 -.2a
FAX Liz `455 -2C
CONTAC ..EE
ARCH; TEC T:
FERRAR DE5+6N GRO.P
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RED.'OND "ASH 'N6' ^✓ =L.:52
° CE 425 62 -3383
FAX '425 62 -31
CONTACT. FRANC •.EFFFRNAN, A A
RACK 5 SUPPL Efi/ENSINEER
KRUEGE"R 5 SIP°t." COmPAN' NG
,C 50-5 ARC
POR - _ A •:✓ r1A5• '. ON Q • 2 4
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FAx SC3% 23E -65E2
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1. GENERAL
1112 ANDOVER PARK WEST * TUKWILA, WASHINGTON 98168
CITY OF TUKWILA
GENERAL. NOTES
A VER. r" ANC COIF RM _ D MEND C'NS AN: Ex•S" `N6 Cam' - IONS
NOT..- Ore.ER 5 REPRESENT. iE FERRAR CE5 5N GROLP ' °'' ; OF At
SEEE °ANC ES OR `.O ^O :� 4 O. _RS€_ A.FE... N6 THE ,ES 5� � R
FRCSR°_55 O° / °R TE- OF M�QC
•A �.�i
8 CC's r4; A_ APO .a3L= CODES ANC OCO • ANGES _ArE AND
OR✓ NA SQVERN N :.ALSE Or NFL C 13E .•S'"+ODS OR
5 4'CAR.'�c OF `NSTA ON R ER O uA' A- QUA.- � ...C F" AR TFC-
(
/F D6; OF A-_ GONE_ L Ai_ W ,-eA_ CONFORm - "'"E
APG' „ F G AS AmENDF..D AND ADO° EC E:" - Hf C - OF - JKn.
G. OE: - A N SEPARA E PERM T FOR ADD. 045 ANC OR
MOD F G a- ONE: TO
2 E__C
5. F.RE SFR �K�ERS
4. FIR A_ARiH54.40 ON
LUWA DISTRIBUTING INC.
N ACCORDANCE INITH AND AS REOu ?RED B, A.__ CODES AND
RE6uLA' ONS
D W .- RED..'REmENTS N T1!C ,C SPEC FICA-045 FOR S`ANDARD
OF "ORKN'ANSr°'O ° E�2FORN'ANCE A.Npi OuAL
I. /MERE ""A A r N.SHES OR EQL P.EN" 5 NO SPEC F CA-_"
;DEN F E^. `NE CONTRACTOR h.__ SE REO, - C SOS. T SA •tPLES OR
'NFOR�A - •ON DETERN°•IN GtJAL - Y AND °ERFORtiANGE 'O 'ENAN " 'OeavER
°Q ✓R - C ANY WORK
E GOORC NAB 5 L ER_° ANC SvECON FOR PROPER
SEOJENCE Or OPERA O .RE /EN" DV.- CATION OF EFFORT PRO/IDE
ORDER_" PROSRES , OF "ORK
F. mANTA N S'Rrc JRA N E6R : OF ROOF STR;/C AND ENT RE
e _D N6 SHE- STR.r - 1.RE DO NOT USE 2x ROOF ST'F°ENERS FOR
GE'_ ti6 SUPPORT SFR NK-E.R °'PE 5l.P°OR' ••EG.AN GAL DUG' RAISER
SUPPOR- ETC DO NO C.. S !FFENERS AN" 'MP05 T ON OF NEW LOADS
CN B; : NG SHE-_ STR,JGTURE "AL_ PANES ETC OR P•_ACEMENT OF NE.v
RCOF - O° EQL °MENT ExCEEDIN6 4 00 -.B S-A�- BE RE ✓ EYED AND
A°PRO /ED B A 1 STA CENSER STR.,G JRA._ ENGINEER
GA-CJ_A ("N6 AND DE - A LS BE °R(' /!DW FOR °RR*+ ' 5.15mI --AL
P.'R°OSE.^. JNDER "'ECHAN,CAL PER. - APP_ CA ON
6 CLEAN
1 °'NA_ CLEANi,'P SCOPE CF co.:TRA.CTORS .'^.ORK. `C SE A GOMP_E'F
TURNK.E' GLEAVIA' OF -HE ENT RE TENANT SPACE
2 D.A....57ER5: GONTRAC TO °RC`ECT AS ..-A_ PRE-/EN D AMAGE
TO THE PAVED SUR °AGES
2. SITE WORK. NONE REOL REC
V. CONCRETE. REFER STR.4 - ,RA_ CA FOR RACK ANCHORAGE
INFOE`- a - ;CN A CONCRE`E F LOOR SLAB
4. MASONRY, NONE REO(,IRE.7
S. METALS. RACK 5Y5TE'V DE'A' B" KR..EGERS SUPPLY COMPAN"
ING
6 CARPENTRY: NONE REOV RED
1. THERMAL AND MOISTURE PROTISGTION/I146ULATION
A. A`_ WORK JNDER "415 PERM,' 'S SEING PERFOR*-ED Wt AN
Eh.STIN6 et. -DINS ENVELOPE vr..,CH ENVELOPE WA., FOUND C BE 'N
GONPL ANGE WITH CODE REQI. REm'ENTS ,N acFECT A- -►'E TIME
CCNS R,GTION. NO MOD'F.CAT'ONS- TO - HE BUILD N6 ENVE-0°E _.6HTIN6
OR - ✓AC S "STEMS ARE BE N6 PRO JNDER - HIS PERM : -
B RCOFIN6:
FLASH AND COON - ER F_ASH AL.. °ENE - RATIONS OF ROOF N6 ROOF
!rA " 5E ASPHALT BASE mATER.A_ COMP A " 5LE WITH Ex iSTN16
RC ^F N6
PLACE ANY ROOF MOUNTED EOLPmENT ON CURBS r - 1• SLOPES AS
REOu'REC FOR °ROPER DRAINAGE CANT SIDES OF GABS
ROOFING MATERIAL AND MOP OVER CAP CURB TOP AND CAULK OVER
AL NA 5 AS REQUiR.ED TO ENSURE , EATHERpgOOF 'N6
5 /_'RIFT co ND - ONS OF BUILDING SHELL ROOF "ARRAN AL goon,
5• A, _ SE PERFORMED N ACCORDANCE WITH TERM OF THE ,;ARRAN•, '0
!N5uRE THAT CURRENT WARRAN REMA',NS 'N FORCE
G. ROOF AGGE550R,E5• NONE REQU IRED
D. META.. SIDING P.ANEL5 NONE REOWRED
b. DOORS, WINDOWS, HARDWARE. NONE REOL'RED
1. FINISHES, NONE REQUIRED
10. SPECIALTIES. NONE REQUIRED
I1. EGUIPH eivn `IONS REOVIREC
12. PURNISHINSS. NONE REOUIR[C
IS. SPECIAL CONSTRUCTION. NONE REQUIRED
14. CONVEYING SYSTEMS: NONE REGat,IRED
13. MECHANICAL. IS SEPARATE PER -)
16. ELEGTsicALI '8Y SEPARATE PER^ -)
RACKING INSTALLATION FOR:
AT LINCOLN CENTER SOUTH
t.)(4 ) ®
n1: \' t1.
PROJECT DATA
PROJECT ADDRESS. • 2 ANDOVER PARK. nES '..x.w _A I•"A 4 B bL
TAX PARCEL NO.. 552304/4055
OLDS. AREA. 5 5 F
TB AREA. 2 5F MOO!: OF'F S. . IbCOO ,AREi-OUSE = F:
GOMSTRucT)ON T''°re. 111 .NK_E1IM:;
TE ZONING. :.G - TUcn _A c1REAN CENTER
OGG.IPANCY: 3 5-1
Al COVER SHEET
SHEET INDEX
A2 • 13.4_0 :146 /RACK ;NG FLOOR P
tt1
REFERENCE DRAW +N6 - 5•TE PLAN
SCOPE OF WORK
UNDER THIS PERM! T
THE SCOPE OF WORK UNDER Tti+■5 PERM - WiL BE ..;MITER "O THE
'HST Aa..LAT 0= RACK N6 AS SHOWN ON THESE PLANS
LEGAL DESCRIPTION
THAT PORTION OF 6OVERNI•°IENIT LOT OF SECTION 55 AND THE 50(.THEAST
QUARTER OF THE SCLTHEAST QUARTER OF SEGT.ON 26 T OWNSHIP 23
NORTH RANGE 4 EAST W.M. ,N THE CITY OF TUKWILA K N6 COUNTY
WAS•IN6TON. DESCRIBED AS FOL.OWS
BEG NNIN6 AT THE NORTHEAST CORNER OF SAID GOVERNMENT LC OF
SECTION 35; THENCE Nb ? °44 06'vv ALONG THE NORTH LINE OF SAIp
GOVERNMENT LOT : A DISTANCE OF 144.44 PEET TO THE TRUE POINT O F
10E6INNIN6; THENCE 501•SI'54'W A DISTANCE OF 101.44 PEST, THENCE
N68 °O6'21 •W A DISTANCE OF 555.00 FEET TO - HE WEST MAR5 N OF
ANDOVER =ARK WEST THENCE NOI °51•34 - E ALONG SAID WEST MAR6'N OF
ANDOVER PARK rE5T A DISTANCE 1 0 0 . 7 . FEET: THENCE NOI °4T2Q'E
ALONG SAID WEST MARGIN OF ANDOVER PARK WEST A DISTANCE OF
654.0; FEET TO THE NORTH LINE OF 30UTHCENT)_R iMpuSTRIAL PARK,
THENCE 566' 251 °E ALONG SAID NORTH LINE OF SOUTHCENTER INDUSTRI
PARK A DISTANCE OF 34630 FEET; THENCE 50U ALONG A
CURVE TO THE LEFT THE CENTER OF WHICH BEARS 510 °5T 1 1 "E. HAVING A
RADIUS OF 300.00 FEET AN ARC DISTANCE OF 90.54 FEET THROUGH A
CENTRAL ANGLE 'T•I5'I4 THENCE 50!•41'24°W A DIS - ANGE OF 5 FEET
TO THE TR1JE POINT OF SE6:NN'NG CONTAINING 248 •48 SQUARE FEET.
SO' -0
SO -0'
SO -0"
;:'Ih D
DEC 13 axe
SO -0'
�L
k : -0'
VICINI MAP
KEY PL AN
SCALE NO SG AL
LINCOLN S T R E E T
A ,'" of .111
_:.- TIRED FOR:
1 d :HANICAL
[I C ICA
r MBING
tr i PIPIN
SITE PLAN c TY , ° ''' ' �
SCALE NO SCALE
AL 1 • • bO -O
•
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k p 1
RF De c
13 2
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1
L` COPY
I understand that the Plan Check approvals are
subject to errors and omissions and approval of
plans does not authorize the violation of any
adopted code or ordinance. Receipt of con-
tractor's :::ay of approved = - ; acknowle j.
N1
cm
ot 1
ri1N - 6 2601
, too
AREA Or WORK
THIS PERM, 'T
1
1
1
FERRARI
DESIGN
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ARCHITECTS. Ps
122' ' 2/n' =Mr ME
Surf no]
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- ten
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rat
ARCNft*CT
LUWA
DISTRIBUTING INC.
RACKING
INSTALLATION
Lincai I Center South
1112 Andover Park West
Tukwila, Washington 98168
SHEET INFORMATION:
COVER
SHEET
R.J. HALLISSEY
COMPANY
12835 Bel -Red Road
Suite #140
Bellevue. Washington 98005
LUWA
DISTRIBUTING INC.
g 7tfie2.1twi Avenue NW ashington 98117
1117[ CASINGS Mk N4 1110Stp or
, [IAA Ot7brl no P. 0 s (rX) se
dt Ica TO St YSm 0I t'jtWW
N MF WWI MP. •I.M MOO
Wr•tw P(1II•SNON r110N •TOG.
, t44.N 0570. our M1oorms. R
T 1001 rl1 NOM KxMlm
MOW 9 F.IEPR1Rk N
DrIM 8y M YAMAMOTO
DMN MAY 2S, 2001
Sheol No 1
POINT DI AW N
A
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200;6.' 111100 1 g
6
4
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KE"NOTE DE36NAT 0%
ELEv 0`+ DES' 0�..
0
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— APP_ ANCE STORAGE RAGK SECT ON
12 - 6'X4' -0•t SEE °_ .EvATIO% 2/A2 'YcE e
• - -� RACK.
vAGi1JM QAGK SEGT'O% 2 - t4 - 0.2 SEE
ELEVAT■ON 3 TYPE A FAGw
FUTURE RACK SE.GT''ON :2 -6' - 0'2
Ex Sr 4G 8 -o "x4 -o' SMGVE VENT Ago JE TO
REMAIN.
r 1 1 1
1 1 I I
1 1 1
1 1 1 1
I I I I
1 r 1
I 1 I
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ICI
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•
•
14'-O' A F.F
(VER'c"'
MAX. 12' - O' A F
(TOP OF STORE:
PROOuGT:
6 - 4 .. �F
(VERIFY) e
O -O" A.F F
FLO OR •SL •
ELEVATION VIEW OF VACUUM
STORAGE RACK - TYPE 'A' RAC1c ;
SCALE I/2" , r -O" 3\
4144- '= —
—1�-
■
PLAN V1151
SCALE . I -O'
r I I 1
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I I I I
I I I I
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SCALE 142" • :' -O"
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i
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- 1 r 1
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M H N N
I- r 1
1 1 I 1
1 1 1 1
1 I 1 1
1 I 1 I
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I AFF
(VERIF■)
MAX. A F
(To or STORED
P•tOD'JGT)
D' - A.FF
G -O' A =
FLOOR 5LA5
ELEVATION VIEW OF APPLIANCE
STORAGE RACK - TYPE 'S' RA G
2
4
4
4
LINE OF TYPICAL PALLET
t
5'-0"X5 -0"
PLAN VIEW OF TYP. RACK SECTI O 4\
SCALE: I/2' • I'-O"
ADJACENT TENANT
• 1 • •
I 4t 4
I 4t 4
t -4t 4
I 4t- 4
t 4t 4
• • • 4
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\- -LINE OF OFFICE
AREA UNDER
SEPARATE
PERMIT.
OFFICE
(UNDER SEPARATE
PERMIT)
D
4
Q
LIMITO OF SEATTLE KITCHEN DESIGNS LEASE AREA
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LUWA
DISTRIBUTING INC
RACKING
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Lincoln Cosier Solt)
1112 Andover Park West
Tukwila, W st In tor198168
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FLOOR PLAN
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SECTION
R.J. HALLISSEY
COMPANY
12835 Bel -Red Rood
Suite 0140
Bellevue, Washington 98005
LUWA
DISTRIBUTING IN(
9047 12th Avenue NW
Seethe, Washington 98117
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bases, curbs, access op'g ds required for mechanical A
and electrical equipment. 4
all right eagle ccrners on exposed concrete {
i columns, pilasters and walls except where flush walls
'butt each other.
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responsible for the joining of his work to work of
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regu!itions.
See mechanical shop drawings Ior location and size
of roof openings for mechanical equipment.
6. Chemical fire extinguishers N.I.C. (not in contract).
2. _ All stud walls and partitions including furred spaces
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