2004, 12-07 Permit App: 04009348 Addition, Plumbing Reversal, FixturesSpokane
Valley
Liocci,-ye
BUILDING PERMIT APPLICATION WORKSHEET
City of Spokane Valley Community Development Department
Building Division
11707 E. Sprague Avenue, Suite 106
Spokane Valley, WA 99206
Phone: (509) 688-0036; Fax: (509) 688-0037
REQUIRED SITE INFORMATION
Street Address:
/2/ s gcJGdLG an/
Assessor's Tax Parcel Number(s): '/S 2-247. AVO
fi
Legal Description:
PERMIT DESCRIPTION:
11
Building Permit
Relocation
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c,e-efce �yi/r/6 Sat e— r--a977t/6- r er5,/ )
ternic 6,4-64-56-0741J
❑ Change in Use ❑ Grading ❑ Manufactured Home
❑ Tenant Improvement ❑ Fire Safety ❑ Other
OWNER/APPLICANT INFORMATION
Owner: vL encs O/j
Phone: ?Ca' -o2 -?3 Fax:
Address: /i/ sr fire e) wn.4 $'/o7
3,41/4_ .Jrr- ,,zAz
City State Zip Code
❑ Contractor: I� —
Phone: .Zi P--9/z-/Fax:
Address: /vzi 5 t, r KFS
12-( 6
City State Zip Code
❑ Applicant:
Phone:
Address:
Fax:
City
Architect:
Phone:
Address:
State Zip Code
Fax:
City
WA State Contractor License #: %7 4) /G8IPS%7 , gontact:
State Zip Code
/e/ C.( e.
ZfV-�1Z—f
PERMIT/BUILDING INFORMATION
HEIGHT TO PEAK:
DIMENSIONS:
# OF STORIES:
MAIN FLOOR TO SQ. FTG'
2NU FLOOR SQ. FTG:
UNFIN BASEMENT SQ FTG:
FINISHED BASEMENT SQ. FTG:
GARAGE SQ. FTG:
DECK/COV. PATIO SQ. FTG:
OCCUPANCY GROUP:
CONSTRUCTION TYPE:
HEAT SOURCE:
# OF BEDROOMS:
TOTAL HABITABLE SPACE:
IMPERVIOUS SURFACE AREA:
COST OF PROJECT:
30% SLOPES ON PROPERTY:
/
SEWER OR ON-SITE SEPTIC
SYSTEM? / / ;
go/Valley
Project Address:
PLUMBING PERMIT APPLICATION
i --
Phone: (509) 688-0036; FAX: (509) 688-0037
For Inspections, Call (509) 688-0054
2/r 5,
Owner: Lf-7zSS Off/ VF?
Mailing Address:
Contractor:
Community Development Department
Building Division
11707 E. Sprague Avenue, Suite 106
Spokane Valley, WA 99206
Permit Use:
Phone (Daytime Contact): o 2_5'5"
Mailing Address:
City State Zip Code
License #: /97 i -S1" 976Ad Phone #: Z/ r— +—I ( 74
f'. M. c -elc v4 /4 /14/
City
State
I`�9 Zi 6
Zip Code
BANKCARD NUMBER:
AUTHORIZED SIGNATURE:
DESCRIPTION OF WORK
0 OF UNITS
X
COST
=
TOTAL AMOUNT
1
TOILETS
WATER CLOSET, BIDETS
/
X
56 00
=
2
URINALS
X
$6 00
=
3
TUBS
/
X
5600
=
4
SHOWERS (PER TRAP)
BATH, STALL, ON-SITE BUILT
X
56 00
5
SINKS
LAVS/BASINS, BAR, FLOOR, KITCHEN,
LAUNDRY, UTILITY. JANITOR, PHOTO,
X-RAY, FOOD, PREP/CULINARY MEAT
X
56.00
=
6
DISHWASHER
X
$6.00
=
7
CLOTHES WASHER
X
. $6.00
=
8
GARBAGE DISPOSAL
X
56 00
=
9
WATER SOFTENER
X
56.00
=
10
ELECTRIC HOT WATER TANK
NOTE IF GAS, SEE MECHANICAL
X
56 00
=
11
FLOOR DRAINS
AREA, CASE, COIL, TRENCH, CONDENSATE
X
$600
=
12
ROOF DRAINS/OVERFLOW
DRAINS
X
56 00
=
13
FOUNTAINS, DRINKING
X
56.00
=
14
WATER PIPING/DRAIN-IN WASTE.
VENT, PLUMBING, REVERSAL
NSTALLATION, ALTERATION, REPAIR,
REVERSALS
/
X
$600
=
15
SEWAGE EJECTOR
GRINDER, SUMP PUMP
X
56 00
=
16
WATER USING DEVICE
ICE AN/OR COFFEE MAKER. HOSE BIB,
STEAMER
PROOFER, CARBONATOR, SWAMP COOLER
X
56 00
=
17
CROSS CONNECTION DEVICE
VACUUM BREAKER, CHECK VALVE,
AND R P B P.D. FOR. VATS. TANKS, BOILERS
X
56.00
=
18
INTERCEPTORS
GREASE TRAP, SAND TRAP,
CHEMICAL HOLDING TANK
X
56.00
=
19
MEDICAL GAS (per outlet)
NITROUS, OXYGEN
X
56.00
=
20
MISCELLANEOUS PLUMBING
FIXTURE
X
36.00
=
21
PRIVATE SEWAGE DISPOSAUSYS
-
X
$20.00
=
22
INDUSTRIAL WASTE
INTERCEPTOR
X
$1500
=
METHOD OF PAYMENT:
o CASH 0 CHECK ❑ VISA 0 MASTERCARD
DATE: EXPIRES.
SUBTOTAL
PROCESSING FEE
535.00
TOTAL PERMIT FEE DUE:
BANKCARD NUMBER:
AUTHORIZED SIGNATURE:
12/07/04 TUE 15:33 FAX 509 468 3235 PROPERTY SOLUTIONS NW
PROPERTY SOLUrIONO NogrHWE9T
P.O. Sox 685 • MEAo • WA • 99021
(sos7 467-5353 • FAX (5O9) 468-3235
December 7, 2004
Mr. Nik Bentley
City of Spokane Valley
11707 E. Sprague Avenue, Suite 106
Spokane Valley, WA 99206
1j002
INSPECTION • ASSESSMENT • ANALYSIS • EVALUATION
YOUR PROFESSIONAL RESOURCE
Reference: Oliver foundation
1218 S. Evergreen, Spokane Valley, WA
Dear Mr. Bentley:
As discussed in our telephone conversation of this afternoon; the north foundation wall at the west
end of the Oliver structure requires substantial support. The foundation wall was exposed during
sewer connection work.
The soil underlying the existing foundation wall should be compacted to 90% relative compaction.
The compaction should be accomplished in thin (6" or less in thickness) lifts, encompassing all
loose soil material. The compacted area should extend from under the replacement footing,
outward at a 1:1 slope to insure proper footing support.
Following compaction of all loose and/or fill soil, a new footing should be installed under the
existing foundation wall. The footing should be concrete, with a minimum compressive strength of
2,500 psi. The footing should be 15" minimum width, and 6" minimum thickness. Two longitudinal
#4 bars are recommended in the footing. The footing should be secured to the existing foundation
wall with #4 bar dowels, minimum 6" embedment, spaced at 24" on center along the new footing.
Finally, if the structure floor and/or walls are objectionably askew due to foundation settlement;
the floor framing should be leveled, wood shims inserted, and secured along the sill plate.
Projected loads on the subject foundation wall are not significant (estimated at 700plf). As such,
the new footing and existing foundation wall should preform adequately with limited attachment
and reinforcement. However, the underlying soil compaction is crucial, as future soil consolidation
will only lead to settlement of the northwest section of the structure.
I appreciate your accepting this written repair instruction, in lieu of a formal repair plan and
specification. I share your concern that the undermined foundation needs timely support. If you
have further questions, pleas - nks again for your cooperation in this matter.
Respectfully,
Property Solutions NW
S. C. Maloney, P.E.
cc: PEMCO Insurance
PSN W 2002u2aGonstoliver._ONores.wo0
DEC 0? 2004 14:43
509 468 3235 PAGE.02