2004, 10-22 Permit App: BLD-04-08019 MH1\14...
S�1
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: / 7A' &i=
Assessor's Tax Parcel Number(s): 55-0E33. %)6 5—
Legal Description:
PERMIT DESCRIPTION:
❑ Building Permit
❑ Relocation
_5/>-)/,/ ikKe<S A/7/ / 95—
PERMIT
S
❑ Change in Use ❑ Grading A5,Manufactured Home
0 Tenant Improvement 0 Fire Safety 0 Other
OWNER/APPLICANT INFORMATION
/fi?SNh /,.rte S
0 Owner: 7 / /%%vGl._efv�a ❑ Applicant: kLpai` Sdi--7
Phone: ,..Z Fax: Phone: 7$--32 3 Fax: 7274257
Address: 1Address: ,4c9/e5 ��� ,e,.1 F.rL-
2A (� ,9s�iyr�ze �kiA 9%3.2
City State Zip Code State Zip Code
❑ Contractor: pe f.,9 wit,, 5 0 Architect:
Phone: Fax: Phone: Fax:
Address:
City
State
WA State Contractor License #:
Zip Code
Address:
City
Contact:
State
Zip Code
PERMIT/BUILDING INFORMATION
HEIGHT TO PEAK `..
DIMENSIONS :... ; //
5 3 - `f x - c)
# OF STORIES:
MAIN FLOOR TO SQ. FTG:
2'u 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: 3
TOTAL HABITABLE. SPACE:
IMPERVIOUS SURFACE AREA:
COST OF PROJECT:
30% SLOPES ON PROPERTY:
SEWER OR ON-SITE SEPTIC
SYSTEM?
MANUFACTURED HOME
Width: ') f
Manufacturer:
Length://
Year: ZOO `r" Pit Set:
RELOCATION
Previous Address:
Proposed Use:
FIRE SAFETY
Fire Sprinkler:
Tent: Fireworks Display: Blasting: Date/Time:
Valuation: Above/Underground Storage Tank Size:
# of Heads: Fire Alarm: Paint Booth:
WASHINGTON STATE NON-RESIDENTIAL ENERGY CODE
Plans Examiner: Phone: Fax:
Address:
City State
Inspector: Phone: Fax:
Address:
Zip
City
State
Zip
SPECIAL INSPECTIONS
D BOLTING ❑ CONCRETE
❑ REINFORCEMENT
Firm Name: Phone:
Inspector(s):
Fax:
❑ WELDING
DISCLAIMER
The permitee verifies, acknowledges and agrees by their signature that: 1) If this permit is for construction of or on a
dwelling, the dwelling is/will be served by potable water. 2) Ownership of this City of Spokane Valley Permit inure to the
property owner. 3) The signatory is the property owner or has permission to represent the property owner in this
transaction. 4) All construction is to be done in full compliance with the City of Spokane Valley Development Code.
Referenced codes are available for review at the City of Spokane Valley Permit Center. 5) This City of Spokane Valley
Permit is not a permit or approval for any violation of federal, state or local laws, codes or ordinances.
Ownership of resultingdevelopmentrights granted by any issued permit inure to -the pro erty owner.
Print Name , G�'` ,4L 1 Se)Ki Signature
Method of Payment: (Faxed permit applications will only be accepted with major bankcard)
❑ Cash ❑ Check 0 Mastercard A4 VISA ❑ Other
Bankcard #:
Authorized Signature:
Expires:
VIN#:
53'
1722/
'4'
co
94
t
ADDRESS 11 1 (o M 6 ru L, L.
?
ZONE LK- -1
o _302(1
REVIEWED BY
This site plan is being submitted for the purpose of
obtaining a building permit and is a true and correct
representation of the proposal. All known property
Tines/dimensions, curb lines, structures and easements
have been identified. Also indicated are wetlands,
bodies of water,-ep t slo s critical areas.
Signed'
�''��"�1
Date• C 2_2/ ZOU(
SPOKANE COUNTY UTILITIES/SEWER & GFC
1026 W. BROADWAY, SPOKANE, WA 99260
(509) 477-3604
Received From
Site Address
Account Number
Dollars $
/i
RECEIPT No. 04473
Date /D 204,L
95
U1 `Z
HOW PAID
CHECK ✓#11%By iatata-
CASH �
MONEY
ORDER
•
35'
COMMON DRIVE
AND SIDEWALK
EASEM T
BACK OF CURB
OR SIDEWALK
8' UTILITY EASEMENT
— ,--g — -E
14'1
MIN
14'
taJ
*
MIN.
HOME
*
z
- -r
3'*
5'
PERM.
GARAGE
MIN.
3'*
MIN.
•
5'*
MIN.
HOME
=MO 4WD
z
s
HOME
5" MIH.
3'*
MIN.
STORAGE SHED
LESS THAN
300 SF
3'* MIN.
SPACE LIMIT UNE .1-
—8' U71UTY EASEMENT
* ' SPACES ARE
COMMON - SUC
TREATMENT4
UMIT
BE R
ADJACE INTE
AGE
. OR RV STORAGE.
SPACE
EDU'
ON FROM PARK MANAGER.
r
�,�**}�THE ACK TO THE STREET MAY BE REDUCED
AP TO. PROPER SEPARATION BETWEEN ELECTRICAL
TR ORMERS AND STRUCTURES CAN BE MAINTAINED.
d3a fl3 PERMISSS ON FROM REDUCTION
THE PARK REQUIRES MANAGER
TYPICAL INTERIOR SPACE
MINIMUM BUILDING SETBACKS
NOT TO SCALE
DETACHED STORAGE SHEDS
MUST BE LOCATED A MINIMUM
OF 30 FT FROM ANY COMMON
DRIVE EASEMENT
Peter's Homes
Location 1-90, Exit?, Post Pall; ID
Mari}n0-Frac 965, Post Fab, ID 83877
208-773-71
BDRk 2
EMIL 1
LAKEC.RZST 5228-9501-4
26'4: 55=--4" •
1689 SQ. FT. (F% DECK)
1849 SQ. FT. (WITH DECK)
Mar ROOM
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PETER'S HOMES
1-90 FRWY & EXIT #2
PO. BOX 9657737112
POST FALLS,11) 88877..
NST. DDRX
HBOS Manufacturin•
Marlette bkoi11.
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HITCH
at -O.
HITCH
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PORCH ARRA
MUST BE
DRAINABLE!
12.41—
HITCH
2.41
/DUTY MEASUREMENTS
FROM THIS CORNER
JO 1/4
HITCH
nn_ wly� 6tw1w wdwwn�,w �efti,ttl9Q.
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sr -4'
atENSIONS SHOwN ARE ACTUAL FLQQ BOX SIZE
DOES NOT INCLUDE SIDING AND ANY SET UP VARIANCE
1.) Polar to Installation Instruction_ Manual for
Foundation Requfremeet3
9) ,;fain Frame 2. 9" Setbaa
rao
HBOS Manufacturin:, LP
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Marlette ti'(z:, ,I�rplii i
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0 ES ',iii :12 •4 r.4•,
.S (INCHES)
MINIMUM
DIMENSIONS
... w - SOIL BEARING CAPACITY
1500 PSI
2000 PSI
2500 PSI
3000 PSI
ROOF LOAD (PSF)
ROOF LOAD (PSF)
ROOF LOAD (PSF)
ROOF LOAD (PSF)
,
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20
30
40
80
20
30
40
80
20
30
40
80
20
30
40
80
'A'
6
81
8
10
6
6
8
10
6
6
6
8
6
6
6
8
'B'
8'E
8'1
10
10
6
6
8
8
6
6
6
8
6
6
6
8
l= MAY BE 6' PROVIDED (3) 112'x 04 REBAR ARE INSTALLED 9' APART
CENTERED ON VIDTH OF FOOTING. SET REBAR 3' FROM BOTTOM OF FOOTING.
WHILE NOT A STRUCTURAL REQUIREMENT TO MEET CODE, MARLETTE BY SCHULT HOMES RECOMMENDS PERIMETER WALL SUPPORT
ON HOMES WITH 2x6 FLOORS, TO PREVENT COSMETIC CRACKING. MARLETTE BY SCHULT HOMES WILL NOT HONOR ANY WARRANTY
CLAIMS PERTAINING TO DRYWALL CRACKING IF PERIMETER SUPPORT IS NOT PRESENT ON 2x6 FLOOR HOMES.
PERIMETER PIER (TYP.) - SEE NOTE ABOVE
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300 = 22'-4'
400 = 20'-0'
800 = 13'-9'
MATING LINE
PIER (TYP.)
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FULL WALL ALTERNATE REPLACES SIDEVALL BL
(2x4 STUDS 24' O.C. MAX.) (SEE NOTE ABOVE)
TYPICAL FULL TRIPLE WIDE WITH PARTIAL SLAB FOUNDATION
HARDWOOD SHIMS
I
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ce
g )011
arml!Ai
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A W
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GENERAL NOTES:
1. CONCRETE STRENGTH ASSUMED TO BE 2500 PSI AFTER 28 BAYS.
2. FOOTINGS MUST MEET ONE OF THE FOLLOWING:
A) EXTEND BELOW FROST LINE.
D) BE LOCATED ON NON -EXPANSIVE SOIL.
C) REST ON COMPACTED GRAVEL THAT EXTENDS BELOW THE FROST LINE. GRAVEL TO DRAIN TO SUMP OR DAYLIGHT.
3. (2) 1/2' X 04 REBAR RECOMMENDED (BUT NOT REQUIRED) IN ALL RIBBONS.
LOCATE NO CLOSER THAN 3' FROM BOTTOM OR SIDES OF FOOTINGS.
18