HomeMy WebLinkAboutPermit D2000-070 - SOUTHCENTER MALL - KB TOYS - STORAGE RACKSKB TOYS
D2000-070
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City of Tukwila
Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188
Parcel No:
Address:
Suite No:
Location:
Category:
Type:
Zoning:
Corist Type:
Gas /Elec.:
Units:
Setbacks:
Water:
Wetlands:
Contractor
K B TOYS
1006 SOUTHCENTER MALL, TUKWILA WA 98188
SOUTHCENTER JOINT VENTURE
ATTN: JAMES J GUDIN, 25425 CENTER
ROB ROBINSON
PO BOX 73397, PUYALLUP WA 98373
ARCHITECTURAL INT /CNST SRV INC
PO BOX 73397, PUYALLUP WA 98373
***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Permit Description:
INSTALL RACK STORAGE.
***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Construction Valuation: $ .00
OCCUPANT
OWNER
CONTACT
CONTRACTOR
WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES,
APPLICANT IS PROCEEDING AT THEIR OWN RISK.
262304 -9004
1006 SOUTHCENTER MALL
ARET
DEVPERM
RACKS
001
North:
N/A
.0 South:
Sewer:
Slopes:
License No: ARCHIIC043C1
PUBLIC WORKS PERMITS: *(Water
Curb Cut /Access /Sidewalk /CSS:
Fire Loop Hydrant:
Flood Control Zone:
Hauling:
Land Altering:
Landscape Irrigation:
Moving Oversized Load:
Sanitary Side Sewer:
Sewer Main Extension:
Storm Drainage:
Street Use:
Water Main Extension:
*************************.**************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
TOTAL DEVELOPMENT PERMIT FEES: $ 68.44
********************************************.*.****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Permit Center Authorized Signature:_
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 •ro isiori of any other state or local laws regulating construction
or the per of wo• I am authorized to sign for and obtain this
developme
Signature:_
Print Name:____
DEVELOPMENT PERMIT
.0
N/A
N
This permit shall become null and void if the work
180 clays from the date of issuance, or if the work
For a period of 9.80 days from the last inspection.
Permit No:
Status:
Issued:
Expires:
Streams:
Phone:
End Time:
Fill:
(206) 431 -3670
D2000 -070
ISSUED
03/14/2000
09/10/2000
Occupancy: STORE
UBC: 1997
Fire Protection:
East: .0 West: .0
RIDGE RD, CLEVELAND OH 44145
Phone: 253 -686 -2665
Phone: 253 -848 -5948
Meter Permits Listed Separate) Erig. Appr:
N
N No:
N
N Start Time:
N Cut:
N
N Start Time: End Time:
N No:
N Private: N Public: N
N
N Private: N Public: N
Size(in): .00
Date: 2-00.0
Date: ��� �� V-a_
is not commenced within
is suspended or abandoned
- , — ffl n= n aehr•. wwon ,.,v =w5 t.*..vs•rn+rw!rnr*.?r:bt: .'+ K'==wy?== ,R'KPM';vWW{}SRC= na'!$4'io+'+7,v", A
Address: 1006 SOUTHCENTER MALL Permit No: D2000• -070
Suite:
Tenant: Status: ISSUED
Type: DEVPERM Applied: 03/02/2000
Parcel #: 262304-9004 Issued: 03/14/2000
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Permit Conditions:
1. No changes will be made to the plans unless approved by the
Engineer and the Tukwila. Building Division.
2. All construction to,be'done .in conformance with approved
plans and requirements" of the Uniform Building Code (1997
Edition) as amended, Uniform Mechanical Code (1997 Edition),
and Washington ::State Energy Code ( 1997 E d i t i o n ) ;
Validity ot ::Permit:..:..The: issuance of a permit or approval of
plans, specif ications, and computation: shall not be con-
strued to be a permit for', or an approval of, any violation
of any :of the ; provisions of the building code or of any
,ot:her.'ord i nance of the jurisdiction. No permit presuming to
give,:autha to violate or cancel the provisions of. this ,
code ll ,be valid.
4; Al,p`ermits, i
l:'inspection records, and approved plans, 'shall be
at the job site ,prior to the start of any con - _
•
struction:'''These documents are to be and avail-'
abl;d until f ihal . inspection aPproVal granted.
•
CITY OF TUKWILA
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Project Name/Tenant: K i3 i o ff . s
Value of Construction* o2
Site Address: ity State /Zip:
/06
Tax Parcel Number:
Property Owner:
Phone:
Street Address: City State /Zip:
Fax #:
Contractor: ,
� c■
Phone:
XS3— C - s'7 1 rV
Street Address• / . City State /Zip:
VU 'Styx233, uyit-!/t/� 4 ?(S37-
Fax #:
753 " g l rCC - 0 1 1e e7
Architect:
• C A 1 VIA i 3 ( CM - 1 4 S (.f al
Phone:
� `I�1 g33
Fax #:
Street Address: City State/Zip:
Engineer:
Phone:
Street Address: City State /Zip:
Fax #:
Contact Person . .- 9 1 ),.L..)
Phone: 253-- 6 ssb- -&&S'
Street Address d City State /Zip:
1 -r V 7 ?gq 7 �,•�ia -fig (/J49373
Fax #:
2-S - ms9*-nuS7
Description of work to be done:
I c.t4, - r —Ly ck,- e -I uYc. ?4,1
Existing use: tail ❑ Restaurant ❑ Multi- family ❑ Warehouse in Hospital
❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office
❑ School /College /University ❑ Other
Proposed use: etail ❑ Restaurant ❑ Multi- family ❑ Warehouse CI Hospital
❑ Church ❑ Manufacturing ❑ Motel /Hotel i t ❑ Office
CI School /College /University CI Q �i Other sTo
Will there be a change of use? CI yes �o
If yes, extent of change: (Attach additional sheet if necessary)
LK yes
Will there be rack storage? ❑ no
Existing fire protection features: in sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify)
Building Square Feet: existing
�y
Area of Construction: (sq. ft.) '--. ' y�'
Will there be storage of flammable /combustible hazardous material in the building? ❑ yes gl n
Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets
CITY OF TU'WILA
Permit Center
6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188
(206) 431 -3670
FOR STAFF USE ONLY
Project Number: : ' ..
Permit Number :: b 2000 v 7
Commercial / Multi - Family Tenant Improvement I 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.
: PUpL!Q :WORKS.SITE/CIVIL PLAN REVIEW OF THE•:FOULO.WING
.(Additional reviews maybe determined by the:Publlc Work D epaitmeht)
❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk
❑ Fire Loop /Hydrant (main to vault) #:
❑ Land Altering 0
❑ Sanitary Side Sewer #:
❑ Storm Drainage
❑ Water Meter /Exempt #:
El Water Meter /Permanent #
❑ Water Meter Temp #
❑ Miscellaneous
CTPERMIT.DOC 1/29/97
Size(s):
Cut cubic yds. 0 Fill cubic yds.
❑ Sewer Main Extension
❑ Street Use ❑ Water Main Extension
Size(s): 0 Deduct
Size(s):
Size(s): Est. quantity:
❑ Flood Control Zone ❑ Hauling
❑ 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 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.
Dale appl' tion accepted:
` z0 0 v
Date app cation expires:
Application taken b : (initials)
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PLEASE SIGN BACK OF APPLICATION FORM
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BUILDING OW ' •• a R A HO • D AGENT:
Signatur:
Date: 3 020_19 o
it Print name:/
P hone: ' F x #:
25 3 - �SYq^ S'�4� 2-s - 3 ^y--0
-r
Address 0 � n
p 054. e -
C W) I I, q 9 03 '1 7)
ALL COMMERCIAL/MULTI-FOILY TENANT IMPROVEMENT /AL -ATION PERMIT APPLICATIONS
M BE SUBMITTED WITH 714" !OL • 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) z
9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of z z
those, identify by size and species which are to be removed and saved w
10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change
of use only) 0
11. Location and gross floor area of existing structure with dimensions and setback to a
12. Lowest finished floor elevation (if in flood control zone) w = LU
13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -
_11.-
9). - N w p
❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled 2
J
❑ ❑ 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. E w
❑ ❑ Vicinity Map showing location of site z ~
❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack w O ui
layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of ? o
rack. Structural calculations are required for rack storage eight feet and over. U
N
❑ ❑ O
Indicate proposed construction of tenant space or addition and walls being demolished 0 N
w w
❑ ❑ Construction details M U
u_ p .
r1 ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of - z
water supply to sprinkler vault with documentation from contractor stating supply line will meet or v u)
exceed sprinkler system design criteria as identified by the Fire Department. o H
71 Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. Z
❑ ❑ 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 THFLAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
CTPERMIT.DOC 1/29/97
CITY OF TUKNILA. NA
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IRANSM1T Number: R9800243 Amount:
TRANSMIT
68.44 03/02/O0 12:22
Payment Method: CHECK Notation: AIC SERVICES Init: NEk
�'_ --------.'-- ''--'------._----_- -_-----------------
Permit No: D2000-070 Type: 0EVPERM DEVELOPMENT PERMIT
Parcel No: 262304-9004
Site Address: 1008 S0U1HCEUTEk MALL
Total Fees: 68.44
This Payment 68.44 Total ALL Pmts: 68.44
Balance: .00
***
Account Code Description Amount
000/322.100 BUILDING - NGhRES
000/345 PLAN CHECK - NONK[| 25.19
000/386.904 STATE BUILDING SURCHARGE 4.50
2090 03/03 9717 TOTAL 68.44 (T ?eti^)lihr -
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Proje s Toy s
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Date called:
Address: . •1
SC 41“-
Spe instructions
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Sust-r--
Datc war. ..,, .„, Cja
90 C/I9 p.m.
13 (206 " itis 0,ti
Phoz..- „...calcs ...s
INSPECTION NO.
INSPECTION RECORD -
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 981
D2000-070
PERMIT NO.
(206)431-3670
Approved per applicable codes. - El Corrections required prior to approval.
OA_ ro A
Date:,
i 04 00
n $47.00 REINSPECTION FEE RECCIRED. Prior to inspecti n, fee must be paid
-- ar600 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Date:
015
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InoRpeAWct
Address:
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Date
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Special instructions:
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monocac.:
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PAF59)--A- le
r) NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila WA 98188
r
INSPECTION RECOR6-
Retain a copy with permit
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UCO-cc
PERMIT NO.
(206)431-3670
fl Approved per applicable codes. f2 Corrections required prior to approval.
COMMENTS:
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Inspector:
Date:
7-r-t-ex)
n $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No: Date:
•••
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;4114:24
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Sprinklers:
Fire Alarm:
Hood & Duct:
Halon:
Monitor:
Pre-Fire:
Permits:
City of Tukwila
Fire Department
Project Name /C. k (.)
TUKWILA FIRE DEPARTMENT
FINAL APPROVAL FORM
Address /00(0 3L MALL
Retain current inspection schedule
Needs shift inspection
; ,:•4;77.,7..--4:74-11,147:) =7•7;7 T7,1
John W. Rants, Mayor
Thomas P. Keefe, Fire Chief
Permit No. Dg000-
ci CS)
Suite #
Approved without correction notice
Approved with correction notice issued
)i)
5'o
Authorized Signature
FINALAPP.FRM T.F.D. Form F.P. 85
Date
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575•4404 • Fax (206) 5754439
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8' -O" HIGH FLOOR GONDOLA WITH
25" BASE DECK - TYPICAL
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S - O" HIGH WALL UNIT
WITH 25" BASE
' -O" HIGH WALL UNIT
WITH 25" BASE
- p 2.000:: 070
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RECEIVED
CITY OF TUKWILA
PERMIT CENTER
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II
S-0!-2000 1 1 . , 5Af t
PARAMETtFS'
r roulml.ftmi niEIZMIC
INC.
MATERIAL HANDLING ENGINEERING
TEL: (909)869-0989 • FAX: (909)669 -0981
tit ATLANTIC STREET • POMONA • CA 91768
FRO t.: C:CS ARCH i TEC•T , i I Z '349 833 1 140
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CCs ARCHITECTS
21
01.24•
P ROJE C T
FOR
KAY BEE TOYS
SHEET NO . . 3 OF
CALCULATED 8Y A.R. DATE
Pr.
STORAGE RACKS CONSIST OF SEVERAL BAYS, INTERCONNECTED IN ONE OR
DIRECTIONS WITH THE COLUMNS OF THE VERTICAL FRAMES BEING COMMON BETWE
ANY ADJACENT BAYS
THE ANALYSIS WILL FOCUS ON A TRIBUTARY BAY TO BE ANALYZED IN BOTH
LONGITUDINAL AND TRANSVERSE DIRECTION.
STABILITY LONGITUDINALLY IS DEPENDANT ON BEAM TO COLUMN MOMENT,
WHILE THE BRACING ACT TRANSVERSELY
1 COLUMN
2 BEAM
3, BEAM TO COLUMN
4 BASE PLATE
5. HORIZONTAL BRACING
6. DIAGONAL. BRACING
7. BACK CONNECTOR.
RECEIVED
t31Tv OF TUKWINpQ, NsvERSE
?:^ - 2
PERMIT CENTER TOP VIEW
L�7P�QITUDIN
TERBUTA
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3-01-2000 11:37A3j FROM CCS ARCHITECTS INC. 949 833 1140
m ATRIAL MANDL* MOINFIRING
TEL: (909)869-0989 • FAX: (909)899-0991
t 61 ATLANTIC STREET • POMONA • CA 91768
NallaURALI213
1 ZO"
TYP
500 lb.
500 lb.
:FL 500 lb.
SOO lb,
96" - - 1 1
PROJECT KAY SEE TOYS
FOR CCS ARCHITECTS
SHEET NO 4
OF
CALCULATED 9Y A.R.
DATE
•■•••••••■••■■■,
■ ■•■■••••■•■■•■■■•••10:
*I Z4 -
RECEIVED
OITV OF TUKWILA
MAR - 2
PERMIT CENTER
•
P 4
1 1,0401b. 5,312 in.lb. 4,437 t n,tb. a stdconrt.
2 780 lb. 2,561 'n.lb.
3 520 lb. 1,992 in.Ib. 2,777 in.Ib. <- stdcann.
4 260 lb. 1,138 In.ib. 2,065 in.Ib. < stdcvnn,
1,069 In.Ib. o- stdCAnn.
TYPE
S1 DESIGN LOAD tu. 500*
COLUMN
BEAM
BASE PLATE
J
3.75 X 1.875 X.12S
BASE PINNED
ti /
CQ.UMN
1- 3!4x1 -S /8x1 GA.
STRESS .1.30
3x1 - 11/16x1 6 GA
MAX LOAD /LEAL . 81
BEAM I S O.K.
lb.
•
OVERTURNING
BRACING
SLAB & S
I L
- 7
ANCHOR STRESS 4. 0.91
se CF ANCI - 2
HORIZONTAL V
1. x 1 x 16 GA
STRESS . 0.1 3
DIAGONAL V
1 x 1 x 16 G.A
STRESS= 0.$1
PUNCT. STRESS .
BENDING STRESS s
0.73
).74
s?.
•
3 I 1 . 38AM FF1Cf 1 C:CS ARCHITECTS INC 949 $33 1140
SEIZMIC
INC.
MATERIAL I'IANDLING ENGINEERING
TEL: (909)869.0989 • FAX: (909)869 -0981
161 ATLANTIC STREET • POMONA • CA 91788
SPEC{ EI CATION
• MAIN STEEL 33000 PSI
• BASE PLATE STEEL 33000 PSI
- ANCHOR - WEDGE TYPE 3/8 "0 x 2•1/2" MIN MI
• FLOOR SLAB 4" X 2000 PSI, REINFORCED 120"
- SOIL BEARING PRESSURE 500 PSF
- SEISMIC ZONE 4.
- TYPE = SINGLE ROW UNITS.
SE Cii CN
AXIAL F CRCE
PR0JECT KAY BEE TOYS
FOR CCS ARCHITECTS
SHEET NO. -- OF
CALCULATED BY A.R, DATE 0
3Q"
3,"
37
3J
SOO Ib. 1 5 1#
1 13#
---- -- 9 6 "
u . 96"
MCMENT BEAM
53"
RECEIVED
CITY OF TUKWIUA
- 2
.fir ?ty}" MIT assI` ofa`: rf !eN-11.w^.k?#r.•;r.ia.M14 y5a'�nS" ..w `_8s: iwo4 vK 3rr.,,,n! aw,:: vyrv,,,n a:+ �Thl.m rr- t,r,,, mr latlwati'! f:' v ... vatl 'MWri- ,.,, ; „ter.;a94'rlv,IV. iitl feot r+poyer mq,a
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LIVE LOAD PER SHELF (BASED ON CLIENT SUPPLIED DATA) • wLL.
DEAD LOAD PER SHELF s wDL
SEISMIC SASE SHEAR BASED ON SECTION 1830.2.1 OF THE 1997 UBC • V.
WHERE V = ((2,5 x Ca x 1) / R) X Wtotal
Wto1AI • (wLL /1 + wOL)
SEISMIC ZONE • 4
C. • 0,572
I w 1.00
SOIL COEF. • Sd
Rw (LONGITUDINAL) Q 5.6
Rw (TRANSVERSE) = 4.4
wOL • 2018
DEPTH= 24 in
1
'L,ONGITUDINAL DIRECTIQN:
Vbng • ( 2 .5 "0.572•1'(2000/1.$0)/S.51/1.4
w 379 LB
Fr = V Whi/1Wh
TRANSVERSE DIRECTION:
Ytran% • (2.5'0.572•1
= 483 L8
Fr = V W11i/1Wh
1�htERAL FQACE DISTRIBUTION
LEVEL WEIGHT HEIGHT W X H
IN _ L8 IN L13•IN
30 1 500 30 15,000
30 2 500 60 30,000
30 3 500 90 45.000
30 4 500 120 60,000
5
6
7
8
9
10
11
12
• 13 •
120 = 150,000
•
TOTAL FRAME LOAD c 2080 L8
WHERE Ca = 0.44Na AND Na • 1.3
RECEIVED
CITY OF TUKWILA
PERMIT CENTER
Fl
(LONG)
379 L
38
76
114
152
A NS)
st
14
19S
>„
B-01-2000 i 1 t6ar I FRO1.1 CCS ARCHITECTS INC. l49 833 1 140
MATERfAL HANDLING ENGINEERING
TEL; (909) 869.0989 • FAX: (909) 869.0981 CALCULATED BY
I$1 ATLANTIC STREET • POMONA • CA 91768
.;+
PROJECT
FOR
SHEET NO._
KAY BEE TOYS
CCS ARCHITECTS
6
OF
A. R + DATF.
3- O1 -200O 1 I .30441 FROM CCS 4RCHITE:CTS INK. _s49 833 1 i ds!
INC,
MATERIAL HANDLING ENGINEERING
TEL; (909)869 -0989 • FAX: (909)869.0981
1 �I A STREET • POMONA • CA 91768
PROJECT KAY BEE TOYS
FOR CCS ARCHITECTS
SHEET NO.
CALCULATED ST A.R.
7
L_ANGITUQINAL_ ANALYSIS ;TYE S1
!0' THE ANALYSIS 1S BASED ON THE PORTAL METHOD, WITH THE POINT OF CONTRA FLEXURE OF TH
COLUMNS ASSUMED AT MID - HEIGHT BETWEEN BEAMS. EXCEPT FOR THE LOWEST PORTION, W
THE BASE PLATE PROVIDES ONLY PARTIAL f`IXrr1, THE CONTRA FLEXURE IS ASSUMED TO OCCU
CLOSER TO THE BASE.(OR AT THE !LASE FOR PINNED CONDITION, WHERE THE BASE PLATE CAN
CARRY MOMENT).
6:
IIM'
Vlong is 2 * Vcol
Vcol =
F1= 19lb.
F2- 381b.
F3= 571b.
F4= 761b.
BASE ASSUMED PINNED.
379 lb.
190 lb.
Mbase = 0 i n,1 b,
Mupper + Ml ower = Mconn'R' + Mconn'L'
Mconn'R' ■ Mconnt'
Mconn " 2 • Mupper + M1 ow er
Mconn = [Mupper +MIower1/2
RESULTING FQRCES N COLUMN
HCT10N ,qXl AL LOAQ E 1T Mconn
1 1040 5312 4436
2 780 2561
3 520 1992 2775
4 260 1138 2065
Mows. L'
M .w•
r- - 11w
RECEIVED
CITY OF TUKWILA
Y ..� L
PERMIT CENTER
IY W
6 V
0 0 0.
w H
O. •
td
w
z �
Z o.
w
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W W'
H17: •
9--o
. z
W
U =.
z
PP
4�
KAY BEE TOYS
CCS ARCHITECTS
'k •••' E• 1 I
30"
29"
0
P 7
1446 " s 4•.
1,514 "A3 :
947"
3 1 1 • ._nAt i FRi 1 CCS ARCHITECTS INC. _ 49 833 1 140
rS EIZMIC ' RRn1ECT
rNC. FOR
8
MATERIAt,HANOUNGENGINCERING SHEET NO OF
TEL; (909)989 -0909 • FAX; (909)869.0981 CALCULATED eT A.R. DATE
161 ATLANTC STREET • POMONA • CA 917$8
COLUMN ANALYSIS :TYPE S1
COLUMN IS ANALYZED PER AISI COLD•FORMED STEEL DESIGN MANUAL
Pmax = 1,040 lb. Mmax • 5,312 in.Ib.
Kxlx /rx = 1.2 • 29 / .727 • 47.9
Kyl y /ry = .8 * 53 / .5947 • 71.3 <- GOVERNS
Cc = (2n i2E/ Fy)%s
= 131.7
SINCE KI /r Cc,
Fa • .522Fy - [(kl/r *Fy)/1494]2
•14,746 psi,
fa ■ Pmax /Area
• 2,544 psi.
fb . Mmax /Sx
= 21,515 psi.
fa /Fa • 0,17 >.15
F'e • 12n i2E /23(Kxtx /rx) /2
F'e= 65,172 psi,
Fb =.6'•Fy = 19,800 psi.
Cm* f b /Fb(1- fa /F'e] • 1.13
COMBINED STRESS • 1.30
S T
A • (.75"
C..375" Da
E 0" Wt
tl R .075" t2 .
Ar ea - .4088"
Ix= .216 "M Iy
Sx - .2469' Sy
rx ..7Z7" ry
RECEIVED
CRY OF TUKWILA
- .,. .
PERMIT CENTER
Z'.
re 2
u
w 0
w :
a.
w O
J
u. j.
d
Z F.
w �
2
D o
o w
0 t-
w
ra
..
U N
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gi p :
Pt
ri
3 1 I • dt iAt
THUS,
TEL: (9MATERIAL ) 989 FAX ENGINEERING
161 A11,ANTIC S' EET • POMONA • CA 91766
COLUMN ANALYSIS: TYPE-S1
ANALYZED PER OW X, CHAP 22 OF THE 1997 UBC, SECTION PROPERTIES BASED ON THE EFFECTIVE SECT
COMBINED BENDING ANO AXIAL LOAD ® 80TTOM OF COLUMN FOR WEAK AXtS OENDING
Pstati 1,040 LB
Peelsmi 49959IN•LB124 IN
2,062 LA
Ptolal= 3,122 LE
My: V'h
= 379 LB' 7IN
2,853 IN-LB
Lx/r a
Kylyf'y ■
AXIAL
a
Fe=
Fy/2a
SINCE. Fe
THEN, Fn=
Pns
Pan
P/Pa.
FLEX wag
CHECK:
I 2 IN/0.727 IN
47.9
0.8'53 IN/0.5947 IN
71.3 <aaa (KIf)m>ax
rt•2E/(KLh)max ^2
57.3 KSI
165K91
a Fy/2
Fy(1•Fy /4F.)
33 KSI'11.33 KSI/(4 K$1))
28.2 KSI
Aett'Fn
11.638 LB
1.92
Princ
11636 LB /1 92
6,061 LB
0.52
P /Pa + (Cm' x) s 1.3: (EO C5.1)
P/Pao + Mx/Max s 1.33 (EO C5.2)
Ae' Fy
0.412 INA2 '33000 PSI
Pnoa
= 13,596 LB
Pao. Pnoit?c
a 13596 LB/1.92
= 7,061 LB
MyieldaMys. Sy'Fy
a 0.151 IN ' 33000 PSI
a 8,148 IN•LB
Mau. MyR')f
a 8148 IN•L9 /1.67
= 4,879IN•LB
PCt= nA2E1 /(KL)it'sax ^2
n "2'29500000 PSI/(O.1'53 IN) ^2
s 23,418 L9
(3 In L8/6081 LB) +
FROM CCS ARCHITECTS I NC .349 833 1 140
> 015
(EQ C4.1 -t
(Ed. C4.3)
(EQ C4.2)
(EQ 04.1)
KAY BEE TOYS
PROJECT
FOR, CCS ARCHITECTS
SHEFT NO. BA ` OF
CALCULATED I17 .. ALEX R . OAT!
--- ---- -' DEPTH
;t.,ELE YATQ
V : 379 LB
Mselstnt 49,959IN•L8
h= 7.0 IN
DEPTH- 24 IN
RECEIVED
CITY OF TUKWILA
N
PERMIT CENTER
Pcoi
SECTION PROPERTIES
A= 1.75 IN
ea 1.625 IN
Cu 0.375 IN
1 a 0 075 IN
Aetl = 0.412 INA2
Ix a 0.218 IN^4
Sx.:r 0.24 7 W A3
rx =0.727iN
Iy r. 0.145 INA4
Sy a 0.151 INA3
ry = 0.595 IN
Kx a 1.2
Lx a 29.0 IN
Ky = 0.80
Ly a 53.0 IN
Fy--_ 33 KSI
Et 29,500 KS!
ON 1.67
Cmx. 1.0
Cb= 1.0
J)( (141-(0c'P1Por)D -1
041 LB/23418 1.13)1)
0.74
1 IN•LS)I(4879IN a 1.25 <1.33, OK (BO C5.1)
(312216/7081 LB) + (2653 IN-LS/4879 IN•LB) = 0.98 c 1,33. OK (EQ C5.2)
n tAi
Pk:
3-D I -2000 1 I • 401V 1
�E! a l C
MATERIAL WC.
TEL: (909)1369-0989 •FA : ( 9)86 -0981
161 ATLANTIC STREET • POMONA • CA 51768
A T
FROM CCS ARCH I TECTS INC. 949 833 ' 140
PROJECT
FOR
KAY BEE TOYS
CCS ARCHITECTS
SWEET NO. 9
CALCULATED BY A.R.
BMEAMANALYSI S ;TYeg S �,
BEAM TO COLUMN CONNECTIONS PROVIDE ADEQUATE MOMENT CAPACITY TO STABUZE THE SYSTEM,
ALTHOUGH IT DOES NOT PROVIDE 10096 FIXITY. THUS, THE BEAMS WILL. BE ANALYSED ASSUMIh G
THEY HAVE PINNED ENDS. FOR THE COMPUTATION OF BEAM TO COL MOMENT CAPACITY, THE
PARTIAL FIXITY OF THE BEAM,(ASSUMED AT AN ARBITRARY 25% OF THE FIXED END MOMENT 0
2.000 In.Ib. WHICH EVER IS SMALLER) WILL BE ADDED,
fact ■ 96.0 in.
I max = (1950 + 1200(M1 /M2))b /Fy
SINCE M1 /M2 .. 1.0
I max - 3150' b /Fy = 161 in.
SINCE Imax >Iact Fb =.60Fy :19,800 psi.
MAXIMUM STATIC LOAD PER LEVEL DEPENDS ON
1) BENDING CAPACITY
M Sx* Fb• wl2/8
• 5484in,lb.
CAPACITY • 2(8* M /1) = 8121b.
2) MAXIMUM ALLOWABLE DEFLECTION (L/180).
O = Sw1'4 /384EI
CAPACITY 74 2((384E1)/(5* 180 *I /2)J n 12561b.
MAXIMUM STATIC LOAD PER LEVEL ! S 81 3 lb.
•
A A
A V
3 11
1, 687 5"
t - .0598 in.
Sx - 0.277 inA3
Ix* 0.460in.M
Mstatic - wI '2/8 - LIVE.L0 Mallow( stab c) - Sx • Fb
Mimpoct- 1.125'Mstatic Mallcw(seisrmic) = 1.33 * Sx * Fb
Mseismic - Mconn (SEE LONG. ANALYSIS)
LEVEL Mstatic Mimpact Mallow Mseismic
Mallow
+.1 *MEW (static) (seismic)
1 3000 3375 5484 4436 7312
2 3000 3375 5484 2776 7312
3 3000 3375 5484 2065 7312
4 3000 3375 5484 1069 7312
RECEIVED
CITY OF TUKWILA
2 �'.. .
REST LT
G0.
GOSO
GOO
0
{
. '.
NINIMII■11.41.1 — ! • a 1 AJ FROM CC S1 ARCH' TECTS INC S449 633 1140
t
MATERIAL HANDLING ENGKERING
TEL: (909) 969-0999 • FAX (909) 869.0981
161 ATLANTIC STREET • POMoNA • CA 91168
SHEAR CAP.= 16600 PS1',07475
• 1,323 #/TAD
. AHEA CAP 0rCpNNECTo e
13230 2 TABS = 2.6461
M ALLOW > M CONN
M CONNECTION =(M LOWER+M UPPER)/2+M ENO
SHEAR CAPACITY OF CONNECTOR TABS
A sHEAH = .75 X . 105
• .07875 IN^2
FY .4*Fy
= .4'42000 PSI
▪ 16,800 PSI
MOMENT CAPACITY OF CPWECTOR:
P2. (1323'.5)i,5= 264,61
M ALLOW, = .5" X 264.61 + 2.5" X 13231
a 3.09.8
t7. 1.333439.8
4,574 9 INKS
P1
I P2
MW1111...db..*.
KAY BEE TOYS
PROJECT
CCS ARCHITECT
FOR
SHEET NO 10 OF
CALCULATEITAI R.
.4Z 125
1125
)423
/
RECEIVED
CITY OF TUKWILA
2
PERMIT CENTEA
rz
6 =
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00
0
-J
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ill 0
g 5
u. <
D. 3
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0
1
,..3 - 2'00 l I 1 .4 1411 FROM C'CS ARCHITECTS INC. '1 +419 833 1 I do
J
TEL: (9 MATERIAL 989 FA: ENGINEERING .0981
1 e 1 ATLANTIC STREET • POMONA • CA 0 1768
BRACKET WELD ANALYSIS
THE SEAM TO BRACKET WELD HAS BEEN DOCKED FOR THE GRAVITY FORCE.
BEAM CONNECTOR CONTAINS TABS THAT ARE INSERTED INTO HOLES. CAPACITY
PROVIDE ADEQUATE MOMENT CAPACPII' (SEE ADDED SHEET FOR ANALYSIS)
£ND WELD_CAPPCITY
CHECK WELD CAPACITY OF 0.3 IN LONG X 0.125 IN THICK WELD
V. 500 LB
1/gown 0.3 • Fv • WELD THICKNESS • LENGTH • .707
• 0.3 • 70000 PSI * 0.125 IN " 0.3 IN • 0.7071
= 557 LB s Wow, OK
•
PROJECT
FO
SHEET N0.
KAY BEE TOYS
CCS AFiCHITE T
10A
OF
CALCULATED Br A �LEX R. OaTE
air *re MN
Y r • -
atil. _
Fu. 70,000
Fy■ 33,000
Fv• 70,000
WELD THICKNESS= 0.125 1r
WELD LENGTH. . IN
RECEIVED
CITY OF TUKWILA
2FRMIT CENTER
� ^3
PSI
PSI
BSI
F. I .
21 .
1 -24-
z
z
rt W
QQ
JU
0 O'
N O.
W W.
W O
u- a
= d .
2
z �-
Z O ff'
W
C)
W uJ.
IL F"
Z '
w
0
z
3-0 I -20E113 11 • 4244'1
r ili rE . 171 1 r 1 " 1 1
INC.
MATERIAL HANDLING ENGINEERING
TEL: (909)869.0989 • FAX: (909)869.09E41
161 ATLANTIC STREET • POMONA • CA 91768
pi AGONAL BRACI IV7.; COMP ftEnl&NNEMBER
1. di ag. [(L. 6)1 +(D- 2* Scol )/2)
= 50.3
Vck ag •Vtrans * Ldi ag. /
• ,012#
kl/rmin f 1 * 50.3 1/ .3845
= 130.8
Fa =.522Fy4d/r*Fy/14941/2
8866isi
f a/Fa =Vdi ag/(Area * Fa)
= 0.51
FROH CCS ARCHITECTS INC. 940 B33 11410 ; P,
PROJECT
F OR CCS ARCHI TECTS
SHEET NO • ,
11 . OF ; al • .;
CALCULATED 8Y A . R . DATE 01.24-
IBAKAUEAUALLSISA r•c_..1Sa:1
IT IS ASSUMED THAT THE LOWER PANEL RESISTS THE FRAME SHEAR IN TENSION AND
COMPRESSION. IF HORIZONTAL AND DIAGONAL MEMBERS ARE THE SAME. ANALYSIS WILL BE DONE
ON THE DIAGONAL MEMBER AS ft WILL GOVERN.
KAY SEE TOYS
DI AWOL AND
HanzarTAL BR ACI NG
w H
1
re f
•
RECEIVED
orry OF TUKWILA
PERMIT CENTER
3-o1-2000
I. FULLY j,QADED:
Total Sh•at= 483 lb
a.
MATERIAL HA.NOLING ENGIIIIkERING
T EL (909) 869.0989 0 FAX (909) 869-0981
161 ATLANTIC STRUT • POMONA • CA 91766
Mot = t(F1'nt) ' 1.15
a 49,959 in•Ib
Mst = X(Wp+.85w01)*0/2
= (2000 lb + 08510 Ib)'24 in/2
24,816 in-lb
Puplift = 1(Mot - WO/Depth
(49959-2411024
= 1,048. lb <= UPLIFT
TOP,5HELP LOADED:
SHEAR Lc 121 lb
Mot = Vtop • tit ' 1,15
a 121 lb 120in 1.15
a 16.653 in-lb
Mst (Wp+wOL)'D/2
a (500 lb « 05580 tb)24/2
= 8.816 irs-lb
Poplin a 1(Mo1 Ms1)JDepth
. 410 c= UPLIFT
ANCHORS
QUANTITY= 2
FRO11 CCS ARCHITECTS INC. 94g 833 1140
PROJECT
FOR
SHEET NO.
CALCULATED WY
COMBINED STRESSI (1048 LB/1130 LB)A543 + (241 L8/2200 LS)^5/3
0.91 <1.33 OK
COMBINED STRESS2 = (410 LB/1130 LB)^5/3 + (60 LB/2200 Le)"5/3
I. 0.19 < 1.33 OK
CCS ARCHITECTS
12
A R
9yRTURNIN ANALYSIS: TYPE $1
ANALYSIS OF OVERTURNING WILL BE BASED ON SECTION 2225.7 1 OF THE 1997 U B C.
DEPTH = 24 in
TOP LEVEL HEIGHT 7. 120 In
PULLOUT = 565 LB SHEARs 1100 LB
USE (2) 318 EMBED. HILT! KWIK BOLT II (1.0.13.0 04827) OH APPROVED EQUAL
PULL OUT CAPACITY IS THAT OF WITHOUT SPECIAL INSPECTION
KAY BEE TOYS
RECEIVED
CITY OF TUKWILA
PERMIT CENTER
• 1 0
OF 19 1:'
DATE Or 241-4 '
1;4 0.‘' ,is quci zaxis:1.4e -e s g 41r.
3 - 01 - 2O03 11 : d.3A11 FROM CCS ARCH 1 TECTS INC. x+49 933 11410
MATERIAL MANIUING ENGINEERING
TEL: (909)869 -0989 • FAX: (909)869 -0981
161 ATLANTIC STREET • PQMONA • CA 91768
PROJECT KAY BEE TOYS
FOR CCS ARCHI
SHEET NQ,__ 13
CALCULATED A.R.
BASE PLATE ZYPE S1
BASE PLATE WILLL, 8€ ANALYZED WITH THE RECTANGULAR STRESS RESULTING FROM THE VERTICAL
LOAD P, COMBINED WITH THE TRIANGULAR STRESSES RESULTING FROM THE MOMENT Mb OF ANY).
THERE ARE 3 CRITERIA IN DETERMINING Mb. THEY ARE 1) MOMENT CAPACITY OF THE BASE PLATE,
2) MOMENT CAPACITY OF THE ANCHOR BOLTS, AND 3) Vh/2 (FULL FIXITY). Mb IS THE SMALLEST
VALUE OBTAINED FROM THE 3 CRITERIA ABOVE.
Pcol «3121 lb. 6 =3.75 in. 0 =1.875 in. t .1Z5 in.
b 3 in. b1 a .375 in.
P/A = Pcol /(0* B) • 443.9 psi.
Mbase = wi /2 • 12 /2(fa)
Mbase a 31.2 in.lb.
Sbase - 1 *t2 /6 a 0.003 in./3
Fbase a .75Fy * 1.33 = 33000 psi.
fb /Fb a Mbase /(Sbase *Fbase) = 0.363
RECEIVED
CLTY OF TUKWILA
i.; v 2...2:
PERMIT CENTER
ACTIVITY NUMBER: D2000 -070
PROJECT NAME: K B TOYS
SITE ADDRESS: 1006 SOUTHCENTER MALL
DATE: 3 -2 -2000
XX Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter # Revision # After Permit Is Issued
DEPARTMENTS:
Ktin
Building Division gi
AWL
Public Works
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Comments:
Approved
WRROUTE.DOC
5/99
TUES /THURS ROUTI G:
Please Route Structural Review Required
REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS: (ten days)
REVIEWER'S INITIALS: DATE:
DUE DATE
Approved Approved with Conditions Not Approved (attach comments) n
REVIEWER'S INITIALS: DATE:
CORRECTION DETERMINATION:
.'
City of l uk vila Steven M Mullet, Mayor
Fire Department Thomas P. Keefe, Fire Chief
Fire Department Review
Control #D2000 -070
(510)
Re: KB Toys - 1006 Southcenter Mall
Dear Sir:
March 6, 2000
The attached set of building plans have been reviewed by
The Fire Prevention Bureau and are acceptable with the
following concerns:
1. Refrain from blocking sprinkler coverage with
shelving. NFPA standard #13 states that any shelving or
decks in excess of 4 feet in width will require
installation of sprinklers thereunder.
All new sprinkler systems and all modifications to
existing sprinkler systems shall have fire department
review and approval of drawings prior to installation
or modification. New sprinkler systems and all
modifications to sprinkler systems involving more than
50 heads shall have the written approval of the
W.S.R.B., Factory Mutual, Industrial Risk Insurers,
Kemper or any other representative designated and /or
recognized by The City of Tukwila, prior to submittal
to the Tukwila Fire Prevention Bureau. No sprinkler
work shall commence without approved drawings. (City
Ordinance #1742)
Contact The Tukwila Fire Prevention Bureau to witness
all required inspections and tests. (UFC 10.503)
(City Ordinance #1742)
2. Storage may not be closer than 18 inches below
sprinkler heads. (NFPA 13, 4 -2.5 and NFPA 231.5 -1)
3. Storage may not be closer than 36 inches in all
directions to ceiling -hung "Space or Unit" heaters. (UFC
1109.2)
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439
Page number 2
Yours truly,
The Tukwila Fire Prevention Bureau
cc: TFD file
ncd
51T
City of Tukwila Steven M. Mullet, Mayor
Fire Department Thomas P. Keefe, Fire Chief
4. The critical storage height for high -piled combustible
stock in closely packed piles is 12 feet. (UFC 9.110)
Storage above 12 feet may necessitate increasing the
sprinkler density to extra hazard and adding smoke removal
capabilities. (UFC 8101) (NFPA 231)
5. Maintain minimum 6" longitudinal flue space between
back to back racks. (NFPA 231C)
6. Racks designed for high -piled storage must comply with
section 2207 of The Uniform Building Code. Please contact
The Tukwila Building Department for details pertaining to
design and installation standards.
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 -4404 • Fax: 206 -575 -4439
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