2007, 04-30 Permit App: 07001531 GarageProject Number: 07001531 Inv: 1 Application Date: 4/30/2007 Page 1 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Proiect Information:
Parcel Number: 55083.9066 Block: Lot:
SiteAddress: 1802 U N GRADY AVE Owner: Name: MISSION MEADOWS LLC
Address: 15918 E CAMERON CT
Location:: CSV VERADALE, WA 99037
Zoning: UR -7 Urban Residential -7
Water District: 134 CONSOLIDATED ID #19 Hold: ❑
Area: 11.74 Acres Width: 0 Depth: 0 Right Of Way (ft): 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review Information: au a
Review
Building Plan Review
Landuse/Zoning/HE Conditions
Permits: a ,_
Operator: JD Printed By: JD Print Date: 4/30/2007
Project Number: 07001531 Inv: 1 Application Date: 4/30/2007 Page 1 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Proiect Information:
Permit Use: ATT GAR TO MFH Contact: MISSION MEADOWS LLC
Address: 15918 E CAMERON CT
C - S - Z: VERADALE, WA 99037
Setbacks: Front Left: Right: Rear: Phone: (509) 953-3923
Group Name:
Site Information: Project Name:
Plat Key: Name: MISSION MEADOWS MHP MFG HOME PK 123 UNITS District: East
Parcel Number: 55083.9066 Block: Lot:
SiteAddress: 1802 U N GRADY AVE Owner: Name: MISSION MEADOWS LLC
Address: 15918 E CAMERON CT
Location:: CSV VERADALE, WA 99037
Zoning: UR -7 Urban Residential -7
Water District: 134 CONSOLIDATED ID #19 Hold: ❑
Area: 11.74 Acres Width: 0 Depth: 0 Right Of Way (ft): 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review Information:
Review
Building Plan Review
Landuse/Zoning/HE Conditions
Released By: ""'iM L CG
Released By:
Permits: av p,
Operator: JD Printed By: JD Print Date: 4/30/2007
Project Number: 07001531 Inv: I Application Date: 4/30/2007 Page 2 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
- Building Permit
Contractor: OWNER Firm: OWNER
Phone: (000)000-0000
Building Characteristics
Building Height 13
Description Grp Tyne Notes
GARAGE U-1 VB
Item Description
RESIDENTIAL PERMIT FEE
ACCESSORY PLANS REVIEW
WSBC SURCHARGE
Notes:
This Application:
Scl Ft Valuation
off" 528 $10,032.00
Totals: 528 $10,032.00
Units Unit Desc
1 SELECT
1 SELECT
1 SELECT
Total Project:
Sg Ft Valuation
528 $10,032.00
528 $10,032.00
Fee Amount
$195.25
$48.81
$4.50
Permit Total Fees: $248.56
ALL PERMIT APPLICATIONS IN MISSION MEADOWS MHP MUST HAVE PLANNING
DIVISION REVIEW BY MICKI HARNOIS OR GREG MCCORRMICK
Payment Summary:
Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing
Building Permit $248.56 $248.56 $0.00 $248.56
$248.56 $248.56 $0.00 $248.56
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: JD Printed By: JD Print Date: 4/30/2007
%0- Nftwft
9#6@ne
,;oPValley
Community Development
11703 E Sprague Ave, Suite B-3
Spokane Valley, WA 99206
(509)688-0036 FAX: (509)688-0037
www.spokanevalley.org
Residential Construction
Permit Application APR 2�'I) 2007
SITE ADDRESS:
PERMIT NUMBER:
PERMIT FEE:
New Construction ❑ Accessory Bldg
❑ Addition/Remodel Dec//k
F<] Other: �c �2 al ° l� A102
ASSESSORS PARCEL NO: '--r _LEGAL DESCRIPTION:
Building Owner:
Name: ! 5-5i6o
Address5 8gc aoieY
City: �" - State: W/�t Zip: W03'
Phone: 5C, Z 3 Fax: �?
Contact Person
Name:
Phone: Z
Describe the scope of work in detail:
Proposed Use: ,o
Contractor:
Name:
Address:
City: State: Zip:
Phone: Fax:
Contractor Lic No: Exp Date:
City Business Lic. No:
Cost of Project: $ /� 600
**************The following MUST be complete: (write N/A if not applicable)**********************
HEIGHT TO PEAK:
DIMENSION :
# OF STO ES:
TOTAL HABITABLE SPACE:
ZZ X Z
/v4
MAIN FLOORTO SQ.
2 Nu FLOOR SQ. FTG:
UNFIN BASEMENT SQ. FTG:
IMPERVIOUS SURFACE
FTG: NA
1V A
0
AREA: 52-b
FINISHED BASEMENT
GARAGE SQ. FTG:
DECK/COV. P TIO SQ. FTG:
30% SLOPES ON
SQ. FTG: N
Z 0
/L)A
PROPERTY:
# OF B DRQOMS:
CONS,ZRUCTIO TYPE:
HEAT SOUP,C'
SEWER OR SEPTIC?
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. 6) Plans or additional information may be required to be submitted, and subsequently approved before
this application can be processed.
SIGNATURE:
Method of Payment:
❑ Cash ❑ Check
Bankcard #:
Authorized Signature:
REVISED 2115/07
DATE: �K'l Z,�, I 2007
❑ Mastercard ❑ VISA
Expires: VIN#:
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City of
SPOKANE VALLEY BUILDING DEPARTMENT
11707 E. Sprague Avenue #106, Spokane Valley, Washington 09206 - Tel 509-633-0036 - Fax 505-683-0037
Following is a typical cross-section for a residential garage. It may not represent the proposed project If you are using this detail
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 apliication 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:
' 5/8' TYPE W GYP BOARD (HABITABLE SPACE ABOVE)
1/2' GYP BOARD (RESIDENCE/ATTIC, FLOORICEIUNG)
2) OPENINGS BETWEEN GARAGE AND RESIDENCE
SHAD- BE EQUIPPED WITH SOUD WOOD DOOR, SOLID OR
HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/B',
OR 20 MINUTE FIRE RATED DOORS.
ALTERNATE FOUNDATION FOR
NOTE:
Diagonal wall bracing required on
each comer and every 25 feet of watt.
Walls within 3 feet of a property line or
within 6 feet of a dwelling must be 1 hour
rated. (516' type W gypsum sheathing
on both sides of wall). Openings are not
permitted in these wafts. Garages over
3,000 sq. ft require protection when
closer than 20 feet to the property rine.
Parapets may be required.
ACCESSORY BUILDINGS FROIA E14GINEERED TRUSS 04
400 SQ. FT. TO 3000 SQ. FT. ^W�� SPACING
X @ Z57 O.C.
SECTION A- 1;8" GAP ROOFING MATERIAL
BE � ,NEEN SHEATHING
ROOFING PAPER�
MIN.
M �
I ��3 ar ROOF
SHEATHING -
BETWEEN.TRUSSES
WALL SI jEATHING
.7t�p
SIDING
DOUBLE TOP PLATE
WALL HEIGHT Y� !-
2x 4 (a O.C.
PRESSURE TREATED
SOLE PLATE
_T , �3-112' CONCRETE SLAB
6" MIN. 6' MIN.
24"MIN. 24" MIN.ANCf JOR BOLTS
6' MIN.
(7' INTO CONCRETE)
• ' ' '
TO. C. OR APPROVED
f4 REBAR 51x12" ANCHOR INSTALLED
\ FOOTING PER MANUFACTURER
_ FOUNDATION PLAN
PLEASE COMPLETE THE FOLLOWING INFORMATION AND ADD ON THE DRAWING BELOW.
BUILDING DIMENSIONS:
GARAGE OPENING AND HEADER SIZE:
INDICATE THE LOCATION AND SIZE OF ALL WINDOWS AND DOORS ON THE PLAN.
WIDTH I
w►�v acv �
f I -3! c� i
D
z40 «,�
A 1
I 6Y I ;T I
I A Iry
I Duos
CONCRETE -TO COMPLY TO IRC TABLE 404.1.1(1)
f .
FOUNDATION WAI
LS - 3000 # PSI f
i
i
SLABS, GARAGES
CARPORTS
& PORCHES
3500 # PSI I
I
ALL FOOTINGS MUf
T BE CONTINUOUS J I
I
iI
(
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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
Mui. 16, 18 or 20 in. APA Portal Frame Bracing
Engineered Shear Wall Bracing
0-
f7'i*na 74daw-01
/140po-e
PROVIDE DIAGRAMS AND
ENGINEERING LAYOUTS FOR
ROOF TRUSSES, BEAMS AND
FLOOR SYSTEMS PRIOR TO FRAMING
INSPECTIONS
CITY COPY
THIS BUILDING SUBJECT
TO FIELD INSPECTION CORRECTIONS
REV, ~,OMPLfANCE
�"7IIv!G !VISION
_ r ,%,�
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