2006, 11-30 Permit App: 06004701 GarageProject Number: 06004701 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 11/30/2006 Page 1 of 2
Project Information:
Permit Use: NEW GARAGE ATTACHED TO NEW MANU Contact: LUCY LARSEN
HOMES. Address: 1617 N HODGES LANE
C - S - Z: SPOKANE VALLEY, WA 99016
Setbacks: Front Left: Right: Rear: Phone: (509) 443-1231
Group Name:
Project Name:
Name: MISSION MEADOWS MHP MFG HOME PK 123 UNITS District: East
Site Information:
Plat Key:
Parcel Number: 55083.9601
SiteAddress: 1617 N HODGES LN
Location:: CSV
Zoning: UR -7
Water District:
Area: 0 Sq Ft
Block:
Urban Residential -7
Width: 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review Information:
Lot:
Owner: Name: LUCY LARSEN
Address: 1617 N HODGES LANE
SPOKANE VALLEY, WA 99016
Hold: ❑
Depth: 0 Right Of Way (ft): 0
Review
Building Plan Review
Released By:
Landuse/Zoning/HE Conditions
Permits:
Released By:
Operator: jmm Printed By: jmm Print Date: 11/30/2006
Project Number: 06004701 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 11/30/2006 Page 2 of 2
Contractor: OWNER
Building Permit
Firm: OWNER
Phone: (000) 000-0000
This Application: Total Project:
Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation
GARAGE U-1 VB 336 $6,384.00 336 $6,384.00
Item Description
RESIDENTIAL PERMIT FEE
ACCESSORY PLANS REVIEW
WSBC SURCHARGE
Notes , ... WZM., .
Totals: 336 $6,384.00 336 $6,384.00
Units Unit Desc
1 SELECT
1 SELECT
1 SELECT
Permit Total Fees:
Fee Amount
$139.25
$34.81
$4.50
$178.56
ALL PERMIT APPLICATIONS IN MISSION MEADOWS MHP MUST HAVE PLANNING
DIVISION REVIEW BY MICKI HARNOIS OR GREG MCCORRMICK
Payment Summary:
Permit Type
Building Permit
Fee Amount Invoice Amount Amount Paid Amount Owing
$178.56 $178.56 $0.00 $178.56
$178.56 $178.56 $0.00 $178.56
Disclaimer:
Submittal of this application certifies the owner (or person(s) authorized by the owner) has both examined and finds the information
contained within to be true and correct, and agrees that all provisions of laws and/or regulations governing this type of work will be
complied with. Subsequent issuance of a permit shall not be construed to be a permit for, or an approval of, any violation of any of
the provisions of the code or of any other state or local laws or ordinances.
Signature:
Operator: jmm Printed By: jmm Print Date: 11/30/2006
Sokane
Valley
Community Development
Permit Center I r.
11707 E Sprague Ave, Suite 1061 Hi (� �� .fi
Spokane Valley, WA 9906 i (l
(509)688-0036 FAX: (509)688-0031' NOV 1
www. spok_anevalley. or,. com
IflII
'New Construction
o Addition/Remodel
o Other:
Residential Construction
Permit Application
PERMIT NUMBER: LI 70
PERMIT FEE:
X Accessory Bldg
o Deck
SITE ADDRESS
foil N. H-oc/5e5 Lave C SS(C Ob
ASSESSORS PARCEL NO: 55003 , 9 (PD 1 LEGAL DESCRIPTION: LO f (4 mi 55;DV1 #160100.15 MAP
Building owner
Name: LAUCJ LarsQvl
Address: J
City: Zip:
Phone: ,5LYt «93 /23/ Fax:
-Contact Person'
Name: 2, chavd WIc SoV\
Phone: SDS/ — 953-39�3
Contractor U i k h ()LOA
Name:
# OF STORIES:
I
Address:
MAIN FLOOR TO SQ.
FTG: N A
City:
Zip:
Phone:
Fax:
Lic No:
Exp. Date:
City Business Lic No:
# OF BEDROOM) S
Describe the scope of work in detail: Cost of Project:
$114,600
N,et spire -e c cued�w �� � ��� l� P
**************The following MUST be complete: (write N/A if not applicable)**********************
HEIGHT TO PEAK:
)3 /
DIMENSIONS:
/,'wale x 2_11deap
# OF STORIES:
I
TOTAL HABITABLE SPACE:
— 0 --
MAIN FLOOR TO SQ.
FTG: N A
2"" FLOOR SQ. FTG:
N 4
UNFIN BASEMENT SQ. FTG:
N A.
IMPERVIOUS SURFACE
AREA:
FINISHED BASEMENT
SQ. FTG: NA-
GARAGE SQ. FTG:
33(p 5-C,
DECK/COV. PATIO SQ. FTG:
30% SLOPES ON
PROPERTY: No
# OF BEDROOM) S
CONSTRUCTION TYPE:
HEAT SOURC�EE:
ORS SEPTIC?
SEWER Iv 11 --
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 properly 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. 6) Plans or additional information may be required to be submitted, and subsequently approved before
this application can be processed.
Signature
Method of Payment: (Faxed permit applications will only be accepted with
❑ Cash ❑ Check 0 Mastercard
Bankcard #: Expires:
Authorized Signature:
REVISED 8252005
Date
major bankcard)
0 VISA
VIN#:
011/3, zcb00
❑ Other
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City of
SPOKANE VALLEY BUILDING DEPARTMENT
11707 E. Sprague Ayenue #106, Spokane Valley, Washington 99206 - Tel 509-663-0036 - Fax 509-688-0037
Following is a typical cross-section for a residential garage. It may not represent the proposed project. If you are using the detrl
as a portion of your plan submittal, please complete the requested information in the boxes provided on both sides of the sheet
This completed sheet, along with any additional information needs to be submitted with your apIlication and be on site at the time
of inspection.
PROTECTION AND OPENINGS BETWEEN
DWELLINGS AND PRIVATE GARAGES SHALL HAVE:
1) MATERIALS APPROVED FOR ONE HOUR FIRE
RESISTIVE CONSTRUCTION ON THE GARAGE SIDE:
5/6" TYPE 7C' GYP BOARD (HABITABLE SPACE ABOVE)
1/2' GYP BOARD (RESIDENCE/ATTIC, FLOOR/CEILING)
2) OPENINGS BETWEEN GARAGE AND RESIDENCE
SHALL BE EQUIPPED WITH SOLID WOOD DOOR, SOLID OR
HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/3",
OR 20 MINUTE FIRE RATED DOORS.
ALTERNATE FOUNDATION FOR
ACCESSORY BUILDINGS FROM
400 SQ. FT. TO 3000 SQ. FT.
SECTION A -A
(2)44 REB
(--12--4
NOTE:
Diagonal wall bracing required on
each comer and every 25 feet of wall.
Walls within 3 feet of a property line or
within 6 feet of a dwelling must be 1 hour
rated. (5/13" type 'X' gypsum sheathing
on both sides of walr). Openings are not
permitted in these walls. Garages over
3,000 sq. ft. require protection when
closer than 20 feet b the property line.
Parapets may be required.
ENGINEERED TRUSS OR
D SPACING
12ci # x @a Zzi"O.C.
2,1- 1.4r
te9 ROOFING MATERIAL
1 /$" GAP OOFING PAPER
uVEEN SHEATHAO6 2-
OOF
SHEATHING
24" MIN.
6" MIN.
24"MIN.
(2)V REBAR
SOLID BLOCKING
BETWEEN.TRUSSES
WALL SHEATHING –7
SIDING -
1
6' MIN.
24" MIN.
DOUBLE TOP PLATE
WALL HEIGHT f3
2x .@ /6 O.C.
ILO Ii
PRESSURE TREATED
SOLE PLATE
3-1 t2" CONCRETE SLAB
. _ ,\
6" MIN:
1111
5"x12'
FOOTING
ANCHOR BOLTS
1/2"x9" MIN.
(7" INTO CONCRETE)
6' O. C. OR APPROVED
ANCHOR INSTALLED
PER MANUFACTURER
FOUNDATION PLAN
PLEASE COMPLETE THE FOLLOWING INFORMATION AND ADD ON THE DRAWING BELOW.
BUILDING DIMENSIONS: /&'/Gvide ) Z / /deGf
GARAGE OPENING AND HEADER SIZE: /0 /Wide X 7 Jz4 / /L fr x
INDICATE THE LOCATION AND SIZE OF ALL WINDOWS
AND DOORS ON THE PLAN.
IExp s/i ki j /ham( to r�uveer tx
r
1-
0
z
w
J
111.61195
2 ►'
FUDGE LINE
% x6 s k doOV
—
e
!NIS klALL.' tJD CdNTi Koctrf1FooTiAJ 1 S
I
o Q. 6iV G I (Z,€6)c4.r tQ.ero
ONCRETE TO COMPLY TO IRC TAE 404.1.1(1)
FOUNDATION WALLS - 3000 # PSI
SLABS, GARAGES, CARPORTS
& PORCHES - 3500 # PSI
ALL FOOTINGS MUST BE CONTINUIUS
A
•
ow
M.
GJ ivo r uS
Fa A_
-sc�c—nuc r
3°,c 05— foot•
3°/ dmw
Please note that while every effort is made to assure the accuracy of the information contained in this brochure is
not warranted for accuracy. This document is not intended to address all aspects or regulatory requirements for a
project and should serve as a starting point for your investigation. For detailed information on a particular project,
permit, or code requirement refer directly to applicable file and/or code/regulatory documents or contact the
appropriate division.
Min. 4 ft Brace Wall Panel per R602.10.3 & R602.10.4
Min. 2 ft 8 in. Alternate Brace Wall Panel per R602.10.6
Min. 16, 18 or 20 in. APA Portal Frame Bracing
Engineered Shear Wall Bracing
A
LANDING required on both sides of exit doors with min. size of
3 ft. measured in direction of travel by 3 ft. or width of door if
greater, and not lower than 1 1/2 in. below threshold. Landing
required at other exterior doors is a minimum size of 3 ft travel
distance by width of door, and not lower than 7 3/4 in. below
threshold provided the door does not swing over the landing.
r
PROVIDE DIAGRAMS AND
ENGINEERING LAYOUTS FOR
ROOF TRUSSES, BEAMS AND
f=LOOR SYSTEMS PRIOR TO FRAMING
INSPECTIONS
Pir LE ,T�� s,, ,P& ay 6W /ti
E s77N‘ friefit/u, 7-700
4-r I f "rf c.. / z A -z) ,4' rf- LrJ GL a F
TNS 6./2/4Gg 6-4„<.1-6.‘ ieeraNi4c
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et) q- L G f m G! f -r 6 6- con/ ,r7 -it (.c G T O /9n.
.2-„vTry2N4_-re 0.4/.4 c- / S/ a -Jr/.4 L roe,
T IbTY copy
6--1; (Nor.
THIS BUILDING SUBJECT
TO FIELD INSPECTION CORRECTIONS
REVIEWED FOR CODE C MPLI CE
SPOKANE VALLEY G DIV = ON
M l Z Of 0�