HomeMy WebLinkAboutPermit D97-0255 - ASIAN ACCENT - STORAGE RACKSCity of Tukwila
Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington .98188
Parcel No: 261320 -0084
Address: 4477 S 134 PL
Suite No:
Location:
Category: ACOM
Type: DEVPERM
Zoning:
Const Type:
Gas/Elec.:
Units: 001
Setbacks: North: .0 South: .0
Water: 125 Sewer: TUKWILA
Wetlands: Slopes: Y
Contractor License No: ENGINSP142RA
OCCUPANT
OWNER
CONTACT
CONTRACTOR'
Permit Center Authorized Signature:
I hereby cer
to be tr
work wil
The gra
cancel
or the
developr
WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES,
APPLICANT IS PROCEEDING AT THEIR OWN RISK.
ASIAN ACCENT
4477:.S 134 PL,'TUKWILA WA 98168
PACIFIC .'CITIES INC:
3150 RICHARDS RD, BELLEVUE:WA 980054446
DONALD J ROBINSON
1033 6 AV S, SEATTLE WA 98134
: ENGINEERED 'STORAGE PRODUCTS
DEVELOPMENT PERMIT
Permit No:
Status:
Issued:
Expires:
Occupancy: WAREHOUSE
UBC: 1994
Fire Protection: AFA /SPRINKLERED
East: .0 West: .0
Streams:
1
Phone: 206 682 -6596
Phone: 206.682 -6596
1033 6TH AVENUE SOUTH, SEATTLE, WA 98134
k**************** ** * * ** ** *** ** *** * *** * *** * *•k**
Permit Description:
ASSEMBLE AND INSTALL. HIGH BAY SHELVING.
k*************** k******************* * * * * * ** * * * * * * * * * * * * * * ** * * * * * ** * * * * * *•k * *• * * * * * *
Construction Valuation: $ .00
PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr:
Curb Cut /Access /Sidewalk /CSS:
Fire Loop Hydrant: . No: Size(in): .00
Flood Control Zone:
Hauling: Start Time:
Land Altering: Cut:
Landscape Irrigation:
Moving. Oversized Load: Start Time: End Time
Sanitary Side Sewer: No:
Sewer Main Extension: Private: Public:
Storm Drainage:
Street Use:
Water Main Extension: Private: Public:
*********************************** k***************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
TOTAL DEVELOPMENT PERMIT FEES: $ 272.21
**************************** k*** * ** * * ** * * * * * * * * ** * * * * * * * * * * *A*
End Time:
Fill:
(206) 431 -3670
D97 -0255
ISSUED
08/07/1997
02/03/1998
J,Tata9 Date ` j— L TJ_-
read and examined this permit and know the same
1 provisions of law and ordinances governing this
whether specified herein or not.
does not presume to give authority to violate or
other state or local laws regulating construction
I am authorized to sign for and obtain this
-47a
This permit all become null and void if the work is not commenced within
180 days from he date of issuance, or if the work is suspended or abandoned
for a period of 180 days from the last inspection.
4.77 S, 134 PL Permit No: D97 -9255
_.._..__
Status: :ISSIlEa
Type DEVPERM • Applied 07/30/1997:.
ar *c :`# ' 261.320 -0084` Issued. 08/07/1997
* *'10.i4 k"Jc k it *.* k*** k k. *'k* * ylc.* ** fit. *: ** **k * ** k' * **** k * *'k. * * * * * * * * *'k k 'k k * * ** k•k•k k•k*ik•k•*' *'k " *.•k.
ermit ti
` :Condi'ons .
No : change '% l 1 : made" to the plans unless appro by the
Architect or• . and the Tukl Bui
A er msis inspection re ` „ :a appiroved '`p:lan s ::sha1 1
available a.t the job ci prior - to the sblr t j t ot any .con'
structi •: These l docu •arh t o '�be ma r ritalined and a i 1,
ab until fyn, app roval is gr'.anteii
All const u.ct 'i jon t ,b e d : In canf drzman�. ` width a ppr o ved
p lans 0n r . j
a df th � WI)ifdi nv Bu il' d rin g ,Cod !(1
E dition ) r '1 Uni form Meth a pi c al .Co de"(°1994 i Editttiii),
andWashij g toi State Energy .Codej:.(1994 Etion) } . f`
V idit�y r:of Per'rnit Th e. issilancC of .a di' pe "rmitYor�, ap
pl 4sp ec•iffications i an -co p utat,io ns ,be , sha11 not co;n
s trued totrbe a permit f , or: an pp r o val, :of any ;. violati
Y k2f , M t. �' or s . •a
o . ' of Y t th,e p
. �[ ov i : ions of the , -b u i l d i ng co de or • `of an y ,
f I
othe..r'!or dinance,.of_ the - =i Ur is,cl;ict:ian . Na permit presuming
give pauthoriYt iolate orr`f`cancel rt,he n
provisions rof �t:hi
code s ha 1 1 be Su v a I i3 , v « % r �, i �, ` � f
r : . kk i
( k G , f'�l
es .. Il f ; t ` ' S t d�.. 0
bi
,,tt +.+ N.,.: amt
P oject Name/T nant: 1
lu\�.a %001 !i re lAik
VaI of Construction
) 0,60 d
Site Address: ' City State /Zip:
t k i ki S. Im -- ri < -r ' ! � �, � WA q ulg
Tax Parcel Number:
- 6 1 1 . 5 D - 0 - 0 0 /
Pro ert Owr�er:
OJOr�hS 'i"reetwt �O` PIA : 40S
Ph
eb. _ - �S�g_ 6.,0a
Street Address:
VD-Con o S I 'g -1712 - S
I City State /Zip:
. 1-p 'Loci e oel ggoo s 7
Fax #:
Os -- le..8 - t 60 (o
Contractor: ^
G � ',vvQ .e - -1-0 r -Avp C 1 - `o)(A 45
Phone:
- (08.1- C , .Cg -1,
StrdeT Address: City State/Zip:
1033 CC2 0 o-e S. S eat( -P, n• 9 i3c/
Fax #:
.oC - j27S
Architect: y
Phone:
-g._1 - 11c, i
Street Add ess: City State /Zip:
Fax #:
Engineer:
(",t, r9 tSte : '-, ' A C.
Phone:
50 C , ;' - 8. .a- 9 0
Fax #:
aD6- 0. .- q'1L1a
Street Address: City State /Zip:
Poi -cIsc V< AAA i -v) I.Lct . e l %0 - 2'{ss
ontact Pers '
Phone:
Street Address: City State/Zip:
tO3 CpT-- 4,)-e S, 5 pa - (t-fi ' t..t)e►. el g(_3 St
Fax #:
J 06 - Ie..D - y9_s
Description of `` work to be done r II
tv 5K -, e , "..z-e 2. k e a \ c-i \, ct. c\ .,t 0 _E.-- - 0
Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family grWarehouse ❑Hospital
❑ Church ❑ Manufacturing in Motel /Hotel Office
❑ School /College /University a 011ie!'
Proposed use: ❑ Retail El Restaurant ❑ Multi - family a Warehouse ❑ Hospital
❑ Church ❑ Manufacturing Cl Motel/Hotel Office
❑ School/College /University ❑ Other
Will there be a change of use? ❑ yes no
If yes, extent of change: (Attach additional sheet if necessary)
Will there be rack storage? ❑ yes ❑ no
Existing fire protection features: fE) sprinklers automatic fire alarm ❑ none ❑ other (specify)
Building Square Feet: = 3").. 1 0(9 existing
Area of Construction: (sq. ft.)
Will there be storage lammabl ombustible hazardous material in the building? fa yes ❑ no
Attach list of materials and storage location on separate 8 1/2 X 11 paper indicatips quantities & Material Safety Data Sheets
CITY OF TU V'NILA
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 mall or facsimile.
APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING:
(Additional reviews may be determined by the Public Works Department)
❑ Channelization /Striping ❑ Curb cut /Access /Sidewalk ❑ Flood Control Zone ❑ Hauling
❑ Fire Loop /Hydrant (main to vault) #: Size(s):
❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation
❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public
❑ Storm Drainage El Street Use ❑ Water Main Extension 0 Private 0 Public
❑ Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only
❑ Water Meter /Permanent It Size(s):
❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule:
El Miscellaneous
Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and
is subject to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review - Applications for which no permit Is issued within 180 days following the date of application shall expire by
limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by
the applicant as defined In Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once.
Date application accepted:
-7- 36 /
CTPERMIT.DOC 1/29/97
J
Date application expires q
Project >Num
Permit Number r1L1 ` r
Application fakgq by: (Initials)
PLEASE SIGN'BACK OF APPLICATION FORM
BUILDIN • OW E - • • , U ORIZED AGENT:
Signature:
Date:
Print namo: •. � � --..-.2-0-"3\ �
;�'(0
`"---
Phone: 0 ., _ � _
Fax #: . 'PIS'
Address 1 3 Ti's 4 ,� S ,
S-ea ,0, up,...) . , 9$ ?.f_
City /State /Zip 5 Qnt/ I Au9a', 8, /si/
ALL COMMERCIAUMULTI -FAY TENANT IMPROVEMENT /AL 'ATION PERMIT APPLICATIONS
MUgir BE SUBMITTED WITH THE FOLL • WING:
ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT,
STRUCTURAL ENGINEER OR CIVIL ENGINEER
➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN
> BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED
N/A SUBMITTED
❑ ❑ Complete Legal Description
❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures
(Form H -13). Business Declaration required (Form H -10).
Four (4) sets of working drawings (five(5) sets for structural work), which include :
❑ ❑ Site Plan (including existing fire hydrant location(s)
1. North arrow and scale
2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements
3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions
4. Location of driveways, parking, loading & service areas
5. Recycle collection location and area calculations (change of use only)
6. Location and screening of outdoor storage (change of use only)
7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's
boundaries
8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of
use only)
9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of
those, identify by size and species which are to be removed and saved
10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change
of use only)
11. Location and gross floor area of existing structure with dimensions and setback
12. Lowest finished floor elevation (if in flood control zone)
13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H-
9).
❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled
❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of
any hazardous materials; dimensions of proposed tenant space.
❑ ❑ Vicinity Map showing location of site
❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack
layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of
rack. Structural calculations are required for rack storage eight feet and over.
❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished
❑ ❑
❑ ❑
❑ ❑
Construction details
Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of
water supply to sprinkler vault with documentation from contractor stating supply line will meet or
exceed sprinkler system design criteria as identified by the Fire Department.
Washington State Non - Residential Energy Code Data shall be noted on the construction drawings.
SEPA Checklist - if intensification of use (check with Planning Department for thresholds).
Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other
land use or SEPA decisions.
Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County
Department of Public Health prior to submitting for building permit application. The Department of
Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5)
Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no
contractor has been selected at time of application a copy of this license will be required before the
permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ".
Building Owner A t orized : ent If the applicant is other than the owner, registered architect/engineer, or contractor licensed
by the Stat: of '. hington, a otarized letter from the property owner authorizing the agent to submit this permit application and
obtain the • :unit ill be r- : ui : d as part of this submittal
I HE • C =RTIF TH T{,HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALT OF • kERJUR
CTPERMIT.DOC 1/29/97
E LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
** k* k** h*** h*** h* **k * *•*k *•k ** *** **kkk** *k*k *****k*'A
CI1Y OF .TUKWIL:A. WA q TRAN6M]1'
** * * * **k * * * * * *kk * * * *k ,k *rkkk *kk* T' k * * *Ak *A *kk *k ** *•k•kkkkk *,k•k * **
TRANSMIT: Number: R97.00624 Amount: 166.75 08/07/97 03:40
Payment Method: CHECK Notation: ENGINEERED STORA, Init: SLB
Permit No: D97 -0255 Type: DEVPERM DEVELOPMENT PERMIT
Parcel No: 267.320-•0044
Site.Addreas: 4477 a 134 PL
This Payment 166.75
Total Fees:
.Total ALL Pmts:
• Balance:
* * * * ** k * * * * ** A** * * * * * * *•A ** ** ** * **•A * * *** *•k** **A*** * * *A *** * ** ** *1r
Account Code
000/3222
000/386.904
Description
BUILDING - MONRES
STATE BUILDING SURCHARGE
272.21
272.21
.00
Amount
162.25
4.50
2903 08/08 /717 TOTAL 166.75
*************************** 11** *******
***
******kk*******
1Y .01 TUKWILA'..: 'WA ' --- TRANSMIT 0
• S
',.**,************************ *J** 1 k** * k k***************
- : . -JRAN8MIT . Numiier:' R9700621 Amount: 105.46 07/30/97 09:13
, ' .
..'.
Payment Method CHECK . Notation: DONALD ROBINSON Init: KJP
.- .
Permit No D97-0255 Type: DEVPERM DEVELOPMENT PERMIT
Parcel No 261320-0084
Site Address: 4471 S 134 PL
Total Fees: 272.21
lhis Payment 105.46 Total ALL Pmts: 105.46
Balance: 166.75
Account Code Description Amount
000/345.830 PLAN CHECK - NONRES 105.46
290 07/31 9717 TOTAL .105.46
o ect:
\Ck V'm (\C-CC V\IV'S
T o Inspection:
3" Q U I ►'1
r A less:
Dat ailed:
Special instructions:
Dat anted
_on
a.m.
l
Phone ._2?5 Ts
I� 1
Receipt No.:
a ae<amnvrr.u sunwuwwJr+a�m:
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 9818
Approved per applicable codes.
(206) 431 - 3670
Corrections required prior to approval.
Inspector: Date: t _..
(—] $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Date:
Project: 1 • 1 ,
^
Ty
Type of inspection:
Address: 1 'l
• ,
ikr „may -)
D e
called: 4
Special instructions:
. D
wantec:
.m:
tle r:'
Phone fro.:
INSPECTION RECORD /
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
PERMIT NO.
(206) 431 -3670
Approved per applicable codes. [ .Corrections required prior to approval.
COMMENTS:
O $TA-% 1.1 (�
-,,o e ct4, 2AcI(_. S€-t” - ,J . f kvto '
A- SO St..ird. St(,1 dF. czismtissnAq
WM cW 2t- -OS � y4 )4 mum SN -t`t.P
L N 1 lS0
ts
Date: IA CI
In $42.00 REINSPECTION FEE REQUIRED. Prl$r to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
'- ,y:'� °"."'":y µ`;Vi ?•�� tS �a�� t :l' • � ,€ vr�� ' i + y 4^ � Ca �, ,(s ij� w i�.Y
Sprinklers:
Fire Alarm:
Hood & Duct:
Halon:
Monitor:
Pre -Fire:
Permits:
Authorized Signature
FINALAPP.FRM
S M CX:Wf ;*-{ , 't r J.f-rtL t' ." ' 04u', ,' mw z Y'�ir'let5 . MY` ''. t ?ibiy'It vcr „Y•" ,
City of Tukwila
Fire Department
TUKWILA FIRE DEPARTMENT
FINAL APPROVAL FORM
Project Name Pk S G G c1*
Address .V1 Ml . 134 L
Retain current inspection schedule
Needs shift inspection
Approved without correction notice
Approved with correction notice issued
ca .cc P
John W. Rants, Mayor
Thomas P. Keefe, Fire Chief
Permit No . Y9l - ba 5
T.F.D. Form F.P. 85
Suite #
716( 2.0
Date
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) .575-4404 • Fax (206) 575-4439
S TATIC RESIDL*` Em a_4141
143 Psi I30PS1 1540 GPO
42N 3500 GPM
11 P;+ 4110 GPM
TAKeN0► Sire 6 -I9 -80
WASHINGTON SURVEYING AND RATING BUREAU
FOSTOR I A PARK IND WHSE - B1c6 B 300 MA PL ACE ONE
FILE No: 116-11517 B 2001 WESTERN AVENUE
SEATTLE, WASHINGTON 98121 -2190
1 4'175 - 85 S. I3yrMl Sr.
TUKWILA, WA CLJ' 1 -5-81
Li4•
NITR06EM
CONFIDENTIAL
For company subscribers and
their authorla
5, 133 Qp ST.
10 "D.C.
NO BrAtio
U'
u * 100
Ie: B•UP Caw. ON Pt.' 000 DECK ON 2 tdoi i & ON 'I wlePu1�LMS or Gulor S
J r ® 1 G,q i® j ; ®I //_ k/= /./: rw- /T / / / - //_ // /. /// J//rewlz.i »/_ /iis / //- �ii3
SECTION A-A
r
Tenant: Asian Accent
Location: 4477 S. 134th PI.
Tukwila, Wa.
98188
a
ENGINRED STORAGE PRUCTS
1033 6th Ave. S. Ph. 206- 6824896
Seattle. Wa.. 98134 FAX 206482 -4995
Aaian2p2,wpd
Notes
All bulk storage shelving manufactured to SMA specifications for industrial grade
shelving.
Soil and slab per Lance Mueller & Assoc, Fostoria Park, Bldg. B, dwgs.
dtd. 10- 25 -79.
Soil: 2500 PSF
Slab: 2500 PSI, 5" thk.
Reinf.: None noted.
Configuration, certification and anchoring per Codispoti Consulting Co:,
Job # 97 -044 of 6- 13 -97.
Sprinkler system per WSRB File # 46 -4517B
Sprinkler design density: .39 GPM / 5600 sq. ft.
Heads: 160 deg. F.
Finished goods: Commodity Cl. 3 nonencapsulated to 18'. No in
rack sprinklers required. Material stored, empty wicker basketry.
CITY OF TUI►WIL.A
APPROVED
AUG 0 6 1997
AS rrO l EU
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
PERMIT CENTER
'ENGINEERED STORAGErODUCTS
• Shelving - Ricks- 6....411611 - Lockers
1033 - 8th Ave. So.
Seattle, WA 98134
(206) 682-6596
R01,0 AN■1 tiff .41. gm 014/1
I , .41
•■■•■•••
101.10111W
H- 4 "
DE1. I
.1111•01
*TYF .)
vie r
sZe'
Fool
-JOB iNstk%
SHEET NO OF
DATE (" (42
CALCULATED BY
CHECKED BY DATE
SCALE I /4 = d' ( PLAN ONLY)
1 -1 , 3 „ AISLE
o "000 R.
Lioutc-(e)
. :.-FAcrotZ‘e
W-D”
ELEV.
ELEV. F\-\
SEE C)E7.
•
CITY OF 11)1(WILA .
APPROVED
AUG 0 61997
.AS .NOiED
BUILDING DIVISION
2..TO
ON
CEIV ,D•s
Y OF T 448.100
PERMIT CENTZe____.
CODISPOTI C&MPANY
C O N S U L T I N G
STRUCTURAL CALCULATIONS
for
ASIAN ACCENT
Tukwila, WA 98390
Storage Rack Anchorage
(for seismic loading only)
Prepared for:
Engineered Storage Products
CCC JOB NUMBER 97 -044
June 13, 1997
INDEX
DESCRIPTION SHEET
Rack Design Criteria 1
Rack Configurations: Dimension & Loading Criteria 2
Rack Overturning Calculations 3 - 4
Anchor Bolt Design 5
CITY OF TUKWIIA
Base Plate Design APPROVER 6
AUG 0 6 1997
AS NOI D
These calculations have been prepared to conform
with the design requirements of the 1994 Uniform
Building Code (Chapter 22, Division VI) for seismic
anchorage or_ ly,. No other aspect of this design has
been reviewed by this office and no opinion is
implied or expressed regarding the fitness of the
rack design beyond the scope of these calculations.
BUILDING DIVf31ON
P. CO 6//3/f7
RECEIVED s
CITY OF TUKW ie► ��'�_ti0 ;ti; ��'
JUL 3 0 1997 '4 t. ',
v
•(i'lR:9 U -?3 47
PERMIT CENTER
1D
P.O. BOX 2455 • KIRKLAND, WASHINGTON 98083 -2455 • PHONE: (206) 822 -9709 • FAX: (206) 822 -9742
not
RACK SHELF ANCHORAGE
CODISPOTI COL'ANY CONSULTING
Post Office Box 2455
Kirkland, WA 88083 -2455
FON: (425) 822 -9708
FAX: (425) 822 -8142
Horizontal Loading: (Per UBC 2237.5.2)
Seismic loading: Zone 3; Z -0.3; 1 -1.0; C -2.75; Rw -6
V - (ZIC /Rw) W - [(0.30)(1.0)(2.75) /6] W - (0.138) W
• where W is the user defined design load plus rack self weight.
DESIGN PROCEDURE AND ASSUMPTIONS:
Transverse direction loading governs by inspection.
Redistribute seismic Toad vertically per UBC 2237.5.2.
Design for a (1.5) factor of safety for overturning:
Total Design Resisting Moment — (1.5) O.T.M.
To calculate overturning moments, shelf weights are assumed to act at
(1.15) times the height of shelf's center of gravity.
Loading Cases: Check overturning for condition with all shelves fully
loaded. Incrementally remove the live Toad at lowest loaded shelf to
determine maximum combination of design uplift and shear forces on
the rack anchor.
ASIAN ACCENT
JOS NO 99 -044
SHEET NO / O 4
BY MAC. DATE 6/13/11
CHECKED DATE
SCOPE: Design seismic overturning (uplift) and shear anchorage requirements for
critical case loading on a five shelf storage rack. Design a rectangular base
plate for maximum column loading conditions.
Refer to the following sheet for the rack dimensions and user defined design
loading requirements.
CODES: 1994 Uniform Building Code including Chapter 22, Division VI Sections
2231 - 2238, "Design Standard for Steel Storage Racks."
LOADS: Vertical Loading:
Maximum shelf Toads as shown on the sketches on the following sheet
per Engineered Storage Products.
Maximum load to be posted per 1994 UBC 2231.5.
Assume a rack self weight of seventy five pounds (75 #) at each level.
CODISPOTI COI1 ,. CONSULTING ASIAN ACCENT
Post Office Box 2455
JOB NO 91 -044
Kirkland, INA g8O83 -2455 T NO OF 6
FON: (425) 822-110q ST MAC DATE 6 / 13 / 9'T
FAX: (425) 822 -1142
CHECKED DATE
5 -51-ELF RACK
1. RACK DESIGN LOADS PER ENGINEERED
STORAGE PRODUCTS AND ASIAN ACCENT.
.2. DESIGN FOR A 5" CONCRETE SLAB w/
f'c = 2500 PSI
SLAB REINF NOT CONSIDERED IN DESIGN
3. ALLOWABLE SOIL BEARING PRESSURE
AT BASE OF 5" SLAB = 2500 PSF.
teitS
Gib" WIDE
FRONT ELEVATION
j e 48" j
DEEP
(43 • ANCHORS)
PLAN VIEeI
100#
700#
re, ELEVATION
i-
..
LEVEL
LEVEL
LOAD
(Wx - #f)
LEVEL
HEIGHT
(Hx - Ft)
Wx Hx
(Ft -4)
Fx
(#)
O.T.M.
(Ft -41)
,
5
325.0
17.5
5,688
74.8
1,504
4
325.0
14.0
4,550
59.8
963
3
325.0
10.5
3,413
44.9
542
2
325.0
7.0
2,275
29.9
241
1
325.0
3.5
1,138
15.0
60
17,063
224.3
3,310
CODISPOTI COMPANY CONSULTING
Post OFflce Box 2455
Kirkland, WA 88083 -2455
FON: (425) 822 -9
RACK OVERTURNING CALCULATIONS
LOAD CASE #1
Total Base Shear ■ 224 #
Base Dimension (ft) ■ 3.58
Required resisting moment ■ 4964 Ft -#
Actual resisting moment ■ 2911 Ft -#
Resisting moment required from anchorage ■ 2053 Ft -#
Uplift force, each leg = 286.4 #
Shear force, each leg = 56,1 #
JOB NO
SHEET NO.
BY
HAG
ASIAN ACCENT
91 -044
OF
DATE
6/13M'1
FAX: (425) 822 -9142 CHECKED DATE
LEVEL
LEVEL
LOAD
(Mb • 0)
LEVEL
HEIGHT
(►4 • FQ
WI Hz
(F
Fx
(
O.T.M.
(F14)
5
325.0
17.5
r
5,460
61.2
.i
1,231
4
325.0
14.0
4,550
41.5
701
3
325.0
10.5
3,413
26.7
443
2
73.0
7.0
S23
S.4
45
1
75.0
3.5
263
2.0
11
14,430
135.3
2,518
LEVEL
LEVEL
LOAD
694. 0)
LEVEL
HEIGHT
(14*. FQ
Wx Hx
(RAP)
Fx
(
O.T.M.
(F
S
325.0
17.5
5,600
00.7
1,342
4
325.0
14.0
4,550
53.3
15I
3
325.0
10.5
3,413
40.0
413
2
325.0
7.0
2,275
26.7
215
1
75.0
3.5
263
3.1
12
16,166
185.6
2,110
LEVEL
LEVEL
LOAD
(la* • di)
LEVEL
HEIGHT
85'4 • FQ
Wx Hz
(F14)
Fx
(
O.T.M.
(F1
5
325.0
17.5
5,686
36.1
1,170
4
325.0
14.0
4,5S0
46.5
740
3
73.0
10.5
700
0.1
57
2
73.0
7.0
525
5.4
43
1
75.0
3.5
263
2.7
11
11,513
120.0
2,070
LEVEL
LEVEL.
LOAD
(Wx • I)
LEVEL
HEIGHT
(Hz • FQ
WI NA
(F
Fx
(
O.T.M.
(Ft's)
S
325.0
17.5
5,4.4
$0.0
1,111
4
75.0
14.0
1,050
10.1
175
3
75.0
10.5
711
0.2
SS
2
75.0
7.0
525
3.4
44
1
73.0
3.5
202
2.7
11
1,313
14.3
1,517
LOAD CASE Ig
CODISPOTI COMPANY CONSULTING
Post OFFice Box 2455
Kirkland, INA 68083 -2455
FON: (425) 822 - r1Oq
FAX: (425) 822-G1142
Total Mao 1Reax 150 5
Mse Dlaauloa (It) - 3.51
Rageired ceslatiag uorut - 4346 Ft -I
Actual tNiatlag norat - 2444 Ft-I
■a.Ltiaq newt required from anchorage - 1402 K -1
UMW brm each leg - 206.4 IP
Shear brae, each leg - 47.4
LOAD G 94
wr
Total Mae 'Max - 121 1
Sass Oiasaalea (It) - 3.50
RMgeired csaistlag carat • 3105 Ft-,
Actual restating narat - 1541 Ft-1
Raalstls5 aoasat regalrad from aackocage - 1537 Ft-1
Uplift IOr0e, each Np - 214.6
Shear lace, each leg - 30.2
LOAD CASE 03
Total Mee Shaer - 135 I
Mae 'Aurae/on (ft) - 3.50
LOAD CA/E_K
Total We roar - 10 I
MN DLaaelan (It) - 3.50
Up1M force, anal leg - 101.2 •
Sheet lroe, each Mg - 21.0 •
.>•- e• r+... y. .•re•imvw..a.w >a• r.+w...4......w a 4.1 m+ .wa..w�w.....vM• •.�
ASIAN ACCENT
91 -044
.X)B NO.
SHEET NO 4 1 . OF
BY
MAC DATE b/13/91
CHECKED DATE
Mquired reeletLg rrat - 3770 Ft-I
Aeteal reeletiag meat - 2014 rc -
ltasletLg rrat required trout aaolwrage - 1762 00-1
Uplift force, mull fog . 246.9 0
Shear boos, each leg .0 2416
■paired roolatlao carat - 2273 Pt -1
Actual realetLg noneat - 1120 It -I
Ma/sting worst cogs/rod Iron anchorage - 1155 Pt -I
6
Manufacturer
and Model
ICBO
Rpt #
Anchor Cap (Ibs)
Stress
Ratio
Min. Size (Dia) X
Min. Embedment Depth
Tension*
SI
Shear
Star Steel Anchor
2239
420
N
1350
0.72
1/2" x 2"
Thunderbolt
2713
425
N
1270
0.72
1/2" x 2"
USE Diamond Sup -R -Stud **
3219
410
N
835
0.77
3/8" x 2-1/2"
Rawlplug Rawl -Stud **
4514
490
N
1065
0.64
3/8" x 2"
L Hilti KB -II **
4627
565
N
1100
0.56
3/8" x 2 -1/2" J
CODISPOTI COIL -ANY CONSULTING
Post Office Box 2455
Kirkland, WA 98083 -2455
FON: (425) 822 -g70q
FAX: (425) 822 -8142 c►ECKEw DATE
AN1 0,- 667
i ticko, 1)E51 GM 0VV/ -1 /y
4/ 4 s/ >z e 4/val o z
,42 £4 T'1 U4-77 o
RACK EXPANSION ANCHOR SELECTION TABLE
SPECIAL INSPECTION NOT REQUIRED
5" thick concrete slab. f'c = 2500 PSI
Use one (1) anchor bolt at each base plate.
MAXIMUM UPLIFT: Case #1
Uplift Each Leg = 286.4#
,O4D
MAXIMUM SHEAR: Case #1
Shear Each Leg = 56.1#
JOB NO
SHEET NO
BY
ASIAN AGGENT
41 -044
S of
ur z/F-r
MAC DATE 6/13/91
20 6. 4 14 . bi✓S /o/c/ 1 = S6. (' ‹Wr- A-
GK c.e 1) 1 X S (∎ e L A N le- ( Z CD ( 2.Epd /►4 #22 g
cloIt . = 2000 (GI /Jo Sre ?4`Z GTION /ff 6 D
V = /35
2 8 6.9 5 / '
-10 * -}- / S-b - D • & 8 t D. oft-
o
1.14e XpA/ A NC41-00- /- jw,f,, F0(4w 7A L
* No special inspection, f'c = 2000 psi
** May substitute 1/2" diameter for 3/8" diameter anchor. 2" (min) embedment.
A44 r, f', r 7 e 9/bAv
mso
All/ pf/u'ss"
CODISPOTI Cd PANY CONSULTING
Post OFfIce Box 2455
Kirkland, WA 48083 -2455
FON: (425) 822 -4104
FAX: (425) 822 -9742
qL i TY'J4 P/it a
MAx /MkM 4 - r omaiv y 1/N126w fUwy (FDA/ n
AvD /r /o&A1. s6rsy/c av6/zs VT4'N( d,Mfl/tc55 /av
( 25 )
A W.4 L6 Ai /1-p.416 gesc yze = 257 o fsf
I i co 36 ( rsf) i 11/0 1 �
/7374 pK-.
471 9 vre /VIkx (,uAv 6 /0A5c 14
77117.006/4 5" e0 A/c 51-44 e- 4-56 El
$A56 E)'1 M e
(4 /- (z) �s�) Z
A i�E,�+�� / •� 136 �s
•
E Sklar the n e D
8�3 7 . ? Z¢
(6)(a, tog ) (z.zs)% z
( ?)
/I ¢ ' F x 4- /SAS
ASIAN ACCENT
JOD NO. 49-044
SHEET NO. 6 OF
BY MAC, DATE 6/13/49
CHECKED DATE
n
/ `
Ill ',MI) 1 •r"i l Vii '- 1
S I., A 511
e
(/Va ro rc41-e)
hAfE cF Su►
i/ (A+I N>
l Z /I 4 cot
A
a4 ¢ X ¢ x ¢" 7?tt AS p_
� >..•,.a<%:: r t:..�... <,e. <:iotl..x'.iritx.'.� y:'•wati;'��".x " ",; �.::> ?�h:,.n�i;f >a'pF �:% xr�S ,ifi3F "7"e:C3k';:Cs:v'rt.;`Y: tEt,SlC'�h:4':4T7�!t33�P
ACTIVITY NUMBER
PROJECT NAME
DEPARTMENT:
2 1NG DIVISION
PUBLIC WORKS Li
on
COMPLETE 2
COMMENTS '
REVIEWERS INITIAL
REVIEWERS INITIAL
APPROVED
REVIEWERS INITIAL
C:ROUTE -F
J .
P.ennW C Y�IbY CDP
PLAN REVIEW / ROUTING SLIP
N
D97 -0255
ASIAN ACCENT
CORRECTION DETERM NATION:
FIRE PREVENTION
s ilW CV t":1)
DETERMINATION OF COMPLETENESS: (T,Th)
NOT COMPLETE '
TUES /THURS ROUTING: PLEASE ROUTE C
DATE
APPROVALS OR CORRECTIONS: (ten days)
APPROVED ❑ APPROVED W/ CONDITIONS ❑
APPROVED W/ CONDITIONS
DATE
DATE
ROUTED BY STAFF ri (If routed by staff, make copy to master file & enter Sierra.)
DATE 7/30/97
�qw
n11
PLANNING DIVISION ❑
.PE IT C O O R D IN A TOR
DUE DATE 7/31/97
NOT APPLICABLE J
NO FURTHER REVIEW REQUIRED ❑
DUE DATE
8/
NOT APPROVED (attach comments) C
r
DUE DATE
NOT APPROVED (attach comments) ❑
(Certification of occupancy required. )
.twv�.hn, +hrxezr� +o,
COMPLETE
ROUTED BY STAFF
REVIEWERS INITIAL
REVIEWERS INITIAL
•
APPROVED
REVIEWERS INITIAL
C:ROUTE -F
PLAN REVTF,W / ROUTING SLIP
ACTIVITY NUMBER D97 -0255
PROJECT NAME ASIAN ACCENT
DETERNDNATION OF COMPLETENESS: (T,Th)
CORRECTION DETERMINATION:
DEPARTMENT:
BUILDING DIVISION r FIRE PREVENTION C PLANNING DIVISION ❑
PUBLIC WORKS STRUCTURAL ❑ PERMIT COORDINATOR 0
NOT COMPLETE n NOT APPLICABLE
COMMENTS •
TUES /THURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED C
(If routed by staff, make copy to master file & enter Sierra.)
APPROVALS OR CORRECTIONS: (ten days)
APPROVED n APPROVED W/ CONDITIONS
APPROVED W/ CONDITIONS
DATE 7-31-q7
DATE
DATE
g , . . S%nts,7
DUE DATE
DATE 7/30/97
DUE DATE 7/31/97
I
I
8/14/97
NOT APPROVED (attach comments)
DUE DATE
NOT APPROVED (attach comments) 0
(Certification of occupancy required. )
X
y t.3 :_u, .:" , r° rl'.wst.,•k;frt kS ,:.Ja. {.,xk'.
'.� �. lt'Y 1 :.1.1 .'�'�v t. �. .. .
DEPARTMENT:
BUILDING DIVISION
PUBLIC WORKS
PLAN REVIEW / ROUTING SLIP
ACTIVITY NUMBER D97 --0255
PROJECT NAME
L
ASIAN ACCENT
I
DETERMINATION OF COMPLETENESS: (T,Th)
FIRE PREVENTION III PLANNING DIVISION •
STRUCTURAL E .PERMIT COORDINATOR ❑
COMPLETE fl NOT COMPLETE 0 NOT APPLICABLE
COMMENTS
TOES/TWO ROUTING: PLEASE ROUTE E
ROUTED BY STAFF (If routed by staff, make copy to master file & enter Sierra.)
REVIEWERS INITIAL
APPROVALS OR CORRECTI'I (ten days)
CORRECTION DETERMINATION:
APPROVED 1 APPROVED W/ CONDITIONS
C:ROUTE -F
DATE g/S
APPROVED I t APPROVED ' / CONDITIONS NOT "ROVED (a ch comments
REVIEWERS INITIAL DATE � 1- /
REVIEWERS INITIAL DATE
DATE 7/30/97
DUE DATE 7/31/97
D DATE 8/14/97
NO FURTHER REVIEW REQUIRED E
DUE DATE
NOT APPROVED (attach comments) 0
(Certification of occupancy rcquircd. )
,, i t ��l iJiZ 1 Hl -=�v t i ' 4d' i! • .:'
.: � vk'aM!* � N 4+rr. � � ! "'Y�TSS �(� "tt N�. K_i "�t'"�u�� � �t•�;��i. ':..ii'�'- .�.',��
.. .'. S::ct;. � i ...... %a_.. i�t3� ✓ tk����t ,� - s.t. •... �!� t .. ,!'+.•,.. �?i� :.Y:,'4:ti. [ t }t`•,: ?...s. )..,�"� -... `b':,"^iv5 " ".....t. i'-
ACTIVITY NUMBER
PROJECT NAME
DEPARTMENT:
BUILDING DIVISION P
PUBLIC WORKS
4
DETERMINATION OF COMPLETENESS: (T,Th)
COMPLETE
COMMENTS
TUES/THURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED
ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.)
REVIEWERS INITIAL
APPROVALS OR CORRECTIONS: (ten days)
REVIEWERS INITIAL
CORRECTION DETERMINATION:
APPROVED
REVIEWERS IMTIAL
C:ROUTE -F
t
PLAN REVIEW / ROUTING SLIP
N .
D97 -0255
ASIAN ACCENT
NOT COMPLETE
/(/L0
APPROVED W/ CONDITIONS
FIRE PREVENTION
STRUCTURAL
DATE 7 7 ( ( 1
1
APPROVED n APPROVED W/ CONDITIONS C NOT APPROVED (attach comments)
DATE
DATE
PLANNING DIVISION .
PERMIT COORDINATOR Q
DUEDATE 7/31/97
NOT APPLICABLE DF,
DUE DATE
DATE 7/30/97
8/14/97
1
DUE DATE
NOT APPROVED (attach comments)
(Certification of occupancy required. )
COMPLETE
COMMENTS '
APPROVED •
C:ROUTE -F
REVIEWERS INITIAL
REVIEWERS INITIAL
REVIEWERS INITIAL
. whH: •.:n+aar t n �y 3
t
PLAN REVIEW / ROUTING SLIP
ACTIVITY NUMBER D97 -0255
PROJECT NAME ASIAN ACCENT
DEPARTMENT:
BUILDING DIVISION FIRE PREVENTION C
PUBLIC WORKS i STRUCTURAL C
I
DETERMINATION OF COMPLETENESS: (T,Th)
NOT COMPLETE
TUES /THURS ROUTING: PLEASE ROUTE
ROUTED BY STAFF C
CORRECTION DETERMINATION:
APPROVED W/ CONDITIONS
•
ke copy to master file & enter Sierra.)
DATE
APPROVALS OR CORRECTIONS: (ten days)
APPROVED l l APPROVED W/ CONDITIONS a
DATE
DATE
DATE 7/30/97
PLANNING DIVISION— 0
PERMIT COORDINATOR C
DUE DATE 7/31/97
NOT APPLICABLE K
NO FURTHER REVIEW REQUIRE
1
DUE DATE 8/14/97
NOT APPROVED (attach comments)
(Certification of occupancy required.
NOT APPROVED (attach comments) C
DUE DATE
Fire Department Review
Control #D97-0255
Re: Asian Accent - 4477 South 134th Place
Dear Sir:
August 1, 1997
The attached set of building plans have been reviewed by
The Fire Prevention Bureau and are acceptable with the
following concerns:
. Maintain a minimum 4' aisle space between racks.
. Provide transverse flue spaces in storage racks.
This review limited to speculative tenant space only -
special fire permits may be necessary depending on detailed
description of intended use.
Yours truly,
The Tukwila Fire Prevention Bureau
cc: TFD file
ncd
John W. Rants, Mayor
Thomas P. Keefe, The Chief
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575.4439
":•7:771,V.;Aligdier4TiolitTMea"-• • .,..;:•.. -...,, o1ril:7
.t.
• - , v
" :; ) '; ;7:1 ••. i tilfilii : •,6 . 6 : ii .". .
'
A
iFF'frit:iii '' *A/41;:/94
•
. . •
. , .. • . . .
.: -. ", • . : ', : . , . , . . . .
.. „ . . . .. . . .
. . . . . , ...... . .
. . .. . . .
i ,,, , .....s.y.s........,......m....,...........,,y,................,,,,..................1..M.N....S..us... ...........“..........usAm.......s.s..a4v,......... . sa........ .sra....at ., ,,,,, , .... ,
. , .
if
DEPARTMENT OF LABORPAND INDUSTRIES .. : :- • '. .1'....i • .L --..• •,,••• L • . t
t ' - •
THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A'
. . .
. .
•-•.-: ....41.i,4:iis',44.44z:■'Sr:44.'.tiVri,'.401:')-1,f;00:i c;'-'
.ENEttiti
4INt:
•. • . . •. • • fOlkA, it - PRODUCTS'.
• Co
1 .. ••••'.. • ' .... : -
•SE.ATTI.E . IJA - -.98134. • .
il _
{_ _ . . - ” — • : ' :' - -.•
__ .
_ _ _______ ...
. . „ F625.052-000 (3.92)
• - IiIrWriml
•••■■=■,.• ..... ......e.,•,..s..u...,......e...1.a.s...I.a.......................t........,_,AA___
.______,L= ■....1......1.4.m....u■as,: _
. .
. .
. . .
. ,
. .
STATE OF WASHINGTON
RECEIVED
CITY OF 'TUKWILA
JUL 3O19
PERMIT CENTER