HomeMy WebLinkAboutPermit 0572 - Tuk Inn Restaurantvip's restaurant
vip restaurant
331 Andover Park East Tukwila, Wa.
PHONE
Ch. 4 -9009
AME OF BUILDER
R. C. Winter and Assoc. Inc.
STATE LICENSE NO. 223 -01 -14394
SALES TAX NO. C-600-085-954
DDRESS
12117 N. E.
66th Kirkland, Wash.
PHONE
827 -9670
INSPECTION RECORD
pOTINGS
BUILDING
PERMIT
VOID IF WORK IS NOT
COMMENCED IN 120 DAYS
11/7/74
ESTIMATED VALUE
COMPLETED WORK $ 7, 500.00
pUNDATION
PERMIT FEE 7d $44.00
FLAMING
Q
P Addition F E e $ A .091 '
LATE PERMIT FEE $
TOTAL FEE $226.00
TYPE OF
CONST.
OCCUPANCY B -3
GROUP
DATE ISSUED
11/6/75
FIRE
ZONE 2
USE
ZONE M -1
EXPIRATION DATE
INAL
_
FIRE SPRINKLERS
REQUIRED
MAX.
OCC. LOAD 200
1 Yes FS No
OCATION OF WORK / NUMBER & STREET
OT
WNER
BLOCK
Robert Oldright
CALL FOR INSPECTION
BEFORE WORK IS CONCEALED OR
POURING CONCRETE
PHONE
242-2177
SUBDIVISION
FINAL INSPECTION BEFORE OCCUPANCY
CITY OFjI1KWILA BUILDING DEPARTENT
6230 Southcenter Blvd.
Tukwila, Washington 98067
Phone: (206) 242 -2177
13050 Interurban Ave. So.
Legal Attached
V 1 P Re! -2 L s`cxfl±
ESCRIPTION OF WORK:
Construct new footings for relocated building at new location
THIS PERMIT DOES NOT AUTHORIZE ANY WORK IN PUBLIC RIGHT -OF -WAY OR ON UTILITY EASEMENTS.
SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING.
PERMIT NUMBER
No 572
I HEREBY CERTIFY THAT NO WORK IS TO BE DONE EXCEPT AS DESCRIBED ABOVE AND IN APPROVED PLANS AND
SPECIFICATIONS AND THAT ALL WORK IS TO CONFORM TO TUKWILA CODES AND ORDINANCES.
SUBJECT TO COMP
INFORMATION Fl
BUILDING DIRECTOR
BY
WI
ED HERE
H THE ORDINANCES • • CITY OF TUKWILA AND
ITH, THIS PERMIT IS GR • r D. f
/IAN./
.Il
LEGAL .DESCRIPTION
That:-portion of. the' Stephen Foster Donation Claim 3.
In "Se 15, Township 23 forth, - Range 4 leas t,
king :County, Washington, described = follows:
, Commencing at a point which bears north 40 °01'05"
920:15 feet from a monument at the point of inter,sectinn.uf-
a' curve on the centerline of the Duwas<ish- Reston :Junction
• Road, said point of intersection being • approxima.tely'IOOO :feet
' east and 20 feet south of the quarter corner between-sections
• 14 and 15, said township 23.; thence north 49 ° 24'00 ":- west-835.00
feet'on a line 'parallel to and 150 feet northeasterly ' f:the
centerline of said Dwastish- Renton Junction Road, to .apoint
which .hears north 81'44'15" east 199.17 feet from'the pct.t
of -curve on the centerline of said Duwamish- Renton :Junction:
• Road, said point of curve being approximately 12OO eet - north
and 440 feet west of the quarter corner between said"inactions
. 14 and 15; thence south. 40 ° 36'00" west 20 feet to 'the.-" -
northeasterly margin of the right- of-way of .the Puget. .Sound
Electric Railway; thence north 49 ° 24' west aloha said, right-
of -way 378.29 feet to the true point of beginning thence,',
north 40 ° 36' east 150 feet; thence south 49 ° 24' eaa't'udistance
of 182.29 feet; thence south 40 36' west 150 feet;. thence
north 49 ° 24' west 182.29; to the true point of beginning.
BUILDERS COPY
THIS S. T OF APPROVED PLANS MUST B
ON THE JOB AT ALL TIMES DURING CONSTRUCTION
k15
Permit No., - ....
T .
NAL BUILDING NOT TO BE OCCUPIED UNTIL AFTER .C TION BY THE BUILDING DEPARTMENT
AND RcCEIPT OF CERTIFICATE OF OCCUPANCY.
VIP'S RTAURANT
LEGAL- DESCRIPTION
Thatportion of the Stephen Foster Donation Claim No:238,
•4n.*Se'ction 15, Township 23 North; Range 4 east,
ic ing - County, Washington, described as follaes: • '
'Commencing at a point which bears north 40 °01'05'. west_
920.15.feet from a monument at the point of intersection of
a curve on the centerline of the Duwamish- Renton :.Tunc.tion
Road, said point of intersection being approsimately'1000 :feet
east and 20 feet south of 'the quarter corner between sections
.14 and 15, said township 23; thence north 49 ° 24'00 " E35.00 •
feet 'on a line , parallel to and 150 feet northeasterly-01 the
centerline of said Duwamish- Renton Junction Road, to.a•point
which bears north 81'44'15" east 199.17 feet £rom 't.he :- point
Of-curve on the centerline of said Duwamish- Renton junction
Road, said point .of curve being approximately l2OO4eet north
and 440 feet west of the quarter corner between said ' ect.ions
14 and 15; thence south 40 ° 36'00" went 20 feet to the
northeasterly margin of the right- of-way of:the Puget Sound
Electric Railway; thence north 49 ° 24' west along said right -
of -way 378:29 feet to the true point of beginning thence,
north 40 ° 36' east 150 feet; thence south 49 ° 24' ea8t a distance
of 182.29 feet; thence south 40 36' west 150 feet; thence
north 49 ° 24' west 182.29; to the true point of beginning.
BUILDERS COPY
THIS S. T OF APPROVED PLANS MUST Be
ON THE JO8 AT ALL TIMES DURING
Permit CONSTRUCTION
°
THIS BUILDING , N� ....,..
FINAL ILD" OT TO BE OCCUPIED UNTIL AFTER
AND RECEIPT TION 8Y THE BUILDING DEPARTMENT
CERTIFICATE OF OCCUPANCY.
VIP'S
'CU k W I L'A
OPO t F .
RESTAURANTS
WA4HUNtsi-'ON
ADDRESS
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armor
NAME OF BUILDER
C \P1/444
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STATE LICENSE NO. 'Z 2.3 . CS Q I -. 1
SALES TAX NO. C ( o8J - 9S"q„ •
PHONE
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ADDRESS
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APPLICATION ION
ESTIMATED VALUE ( •
COMPLETED WORK $ f C 0
v v
S .4/5
PERMIT FEE
F OR
'PL_N CHECK FEE
BUILDING PERMIT
LATE PERMIT FEE $
•
, •` ,, ;, ..;
4. Ga
;TOT FEE , z
OCCUPANCY " ') 3
GROUP
/
DATE ISSUED
4/.4 s'.
TYPE OF
CONST.
FIRE '
ZONE
USE / /
ZONE ' " 1
EXPIRATION D
FIRE SPRINKLERS
REQUIRED
MAX. ++ // yy
OCC. LOAD 2 +'>w
U YesLONo
LOCATION OF WORK / NUMBER Si STREET
LOT
OWNER
BLOCK
D E S CRIPTION
OF WORK:
CITY OF 'lKWILt BUILDING DEPART ENT
6230 Southcenter Blvd.
Tukwila, Washington 98067
Phone: (206) 242 -2177
3 0 NrC.4 vr Cs.q, s
SUBDIVISION
e„ '1rrc4
06E U tDR u '-
C G
APPLICANT
BY
D C-dc/2, -
( (54/S r2,JC 4 4 o r2.-v i ! u
4/6 6cic____6-9,1/
L OC 4 ' )
THIS PERMIT DOES NOT AUTHORIZE ANY WORK IN PUBLIC RIGHT-OF-WAY OR ON UTILITY EASEMENTS.
SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING.
I HEREBY CERTIFY THAT NO WORK IS TO BE DONE EXCEPT AS DESCRIBED ABOVE AND IN APPROVED PLANS AND
SPECIFICATIONS AND THAT ALL WORK IS TO CONF Qi )11 TO TUKWILA CeDES AND ORDIr1ANC S.
/.t/reve J- A/C .
From,theDe4k 01 . . .
BARNEY RUPPERT
A ?22- -x : `oc« 2
C /SarS,Csir / K, 1 ea ift 2-0
Dic,ic a)i age 'nol
2 0737" Okd3i2.,4w.i
61.4oe 644TT' /
. Date
11 ..6:4:3
IV /Aoi - . #40V44 G t444 Pit A Ai j f •c,4C .c wlz #r6
/Kf AC..c ice! odic !/ocl,i / %re g 114-4
p 0 lAcc. tC•r , 4JJ'
RK L dNrs .f T PX" tz C'vy WAC Q4'•7•regretAt eTJ',
is R e-c rs`..yZ' i odscc e A r r 04fic i■q k
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liffl
«oyd f Quatier and afrociatef
‘‘ p .o . box 997 • I ynnwood , washington • 98036 • (206) 776 -6018
contuLtinq engineer,
November 1, 1974
Mr. Bernard L. Ruppert
Building Official
CITY OF TUKWILA
6230 Southcenter Blvd.
Tukwila, WA 98188 74 -Q -17
Subjects Structural Plan Reviews Relocation of VIPS Rest.
Architect: Manson Bennett & Associates
Dear Mr. Ruppert:
This project involves the relocation of a building
including a 4" nonstructural floor slab on a new foundation
with the floor slab raised to an approximate elevation of '
4 - supported on 4 X 4 posts 3 ft. O.C.
This approach does not meet the 1973 Edition of the UBC,
Section 2613 (f) para. 3; minimum reinforcement for struc-
tural floor slabs.
Although not precisely identified by the code, there is
an additional engineering requirement to recognise that the
raised slab is vulnerable to seismic loads. This combined
with the vertical floor load appears to rate the idea of a
raised floor slab supported on columns completely inadequate.
In order to waive these requirements perhaps this would
be better handled through the Appeals Board.
It does appear that the relocation of the building unto
a foundation providing uniform support for the entire slab
area could be a practical approach.
LLOYD F. QUATIER & ASSOCIATES
r uv ,
0:! 1974
LW]. e CITY OF TUKWILA
Respectfully submitted,
Lloyd F. Quatier, P. E.
OLSEN RATTI
1 4 1 1 F O U R T H A V E N U E
November 5, 1974.
Tukwila Building Department,
6230 South Center Blvd.,
Tukwila, Wa. 98188.
Attention: Mr. Bernard Ruppert, Building Director
Subject: Vips Restaurant Foundation
Dear Sirs
This letter is to outline the procedures and tests that will be followed for the support
of the existing concrete floor slab of the referenced building in its new location. The
outline was developed and agreed upon at our conference at your office on November 4,
1974.
The steps are as follows:
1. Take two core samples of the slab, test the concrete strength, verify the presence
of the mesh, test the mesh for its ultimate strength.
2. Clean the bottom surface of the slab after the building has been moved to its new
location and together with your representative, inspect the entire slab bottom to
determine its condition, thickness and possible areas of mislocation of the mesh.
3. Load test 2 or 3 areas per the U.B.C. procedures to verify the structural integrity
of the slab.
4. Provide additional treated wood framing in any mutually agreed upon areas that may
be determined to need additional support through lack of or misplaced mesh reinforcing,
or failure during the load test.
DBR/g
cc: Thomas A. Sconzo
S E A T T L E , W A S H I N G T O N 9 8 1 0 1 6 2 4 - 7 0 4 5
Very truly yours,
OLSEN & RATTI
Consulting Engineers
Dean B. Ratti
S T R U C T U R A L A N D C I V I L E N G I N E E R S
ASSOCIATES:
ROBERT J. FOSSATT I
JOHN C. BRAVO
ECE1VE
NOV 0 C 1974
CITY OF TUKWILA
Attention: Barney Rupert
Building Director
Tukwila, Washington
From: R. L. Oldright
Reference: Structural foundation for TUK INN Restaurant
Foster Interchange
In accordance with our conversation of this date, please
be advised that as the owner of subject building, Iam
assuming the risks regarding the proposed floor and
foundation system.
We are proceeding with concrete core samples and should
have these by Tuesday morning, November 5. Results to
be furnished as'soon as obtained.
Thank you and Mr. Hall for your prompt attention to our
request fo clarification on this matter.
Yours truly,
Nov c• ECEIVE
oe 1974
CITY of TUKWILA
TEMPO o
331 Andover Park East Seattle, Washington 98188
Telephone CH 4-9009
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vip's restaurant plan