2006, 07-26 Permit App 06002849 ShopProject Number: 06002849 Inv: I
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project Information:
Permit Use: CONSTRUCTION 30 x 40 SHOP Contact:
Address:
C -S -Z:
Setbacks: Front Led: Right: Rear: Phone:
Group Name:
Site Information: Project Name:
Plat Key: 001845 Name: OPPORTUNITY HEIGHTS ADD
Date: 7/26/2006 Page 1 of 2
HARDING, DALE L
11302 E 4TH AVE
SPOKANE VALLEY, WA 99206-5565
(509) 926-7343
District: F
Parcel Number: 45212.0913 Block:
SiteAddress: 11302 E 4TH AVE
Location:: CSV
Zoning: UR-3.5
Water District:
Urban Residential 3.5
Area: 1,819.00 Acres
Width: 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review Information:
Lot:
Owner: Name: HARDING, DALE L
Address: 11302 E 4TH AVE
SPOKANE VALLEY, WA 99206-55
Hold: ❑
Depth: 0 Right Of Way (ft): 0
Review
Building Plan Review
Released By:
Driveway/Approach
Originally Released: 7/25/2006 By: TMELBOU
Released By:
Originally Released: 7/24/2006 By: amblake
Landuse/Zoning/HE Conditions
[Released By:
Sewer Review
Originally Released: 7/24/2006 By: MBASINGE
Released By:
ON SEWER
Originally Released: 7/24/2006 By: amblake
Operator: AMB
Printed By: AMB Print Date: 7/26/2006
Project Number: 06002849 Inv: 1
Permits:
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Contractor: OWNER
Building Permit
Firm: OWNER
Phone:
Date: 7/26/2006 Page 2 of 2
(000) 000-0000
This Application: Total Project:
Description Grp 1Lype Notes Sq Ft Valuation Sq Ft Valuation
GAR WOOD U-1 VB shop 0 $10,000.00 0 $10,000.00
Totals: 0 $10,000.00 0 $10,000.00
Item Description Units Unit Desc
RESIDENTIAL PERMIT FEE 1 SELECT
ACCESSORY PLANS REVIEW 1 SELECT
WSBC SURCHARGE 1 SELECT
Permit Total Fees:
Fee Amount
$181.25
$45.31
$4.50
$231.06
Notes:
All driveway approaches to be constructed per Spokane County Standards as adopted by the City of
Spokane Valley.
Minimum of 7.5' from each property line, 5' from crosswalks or intersection curb and minimum of 15'
of separation between any two approaches.
Flat portion of a residential approach to be minimum of 16' wide, maximum of 30' wide and combined
approach width not to exceed 50% of total frontage.
Payment Summary:
Permit Type
Building Permit
Fee Amount Invoice Amount Amount Paid Amount Owing
$0.00 $231.06
$231.06
$231.06
$231.06 $231.06 $0.00 $231.06
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: AMB Printed By: AMB Print Date: 7/26/2006
Project Number: 06002849 Inv: I
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project Information:
Permit Use: CONSTRUCTION 30 x 40 SHOP
Setbacks: Front
Site Information:
Plat Key: 001845 Name: OPPORTUNITY HEIGHTS ADD
Left: Right: Rear:
Date: 7/24/2006 Page 1 of 2
Contact: HARDING, DALE L
Address: 11302 E 4TH AVE
C - S - Z: SPOKANE VALLEY, WA 99206-5565
Phone: (509) 926-7343
Group Name:
Project Name:
District: F
Parcel Number: 45212.0913 Block:
SiteAddress: 11302 E 4TH AVE
Location:: CSV
Lot:
Owner: Name: HARDING, DALE L
Address: 11302 E 4TH AVE
SPOKANE VALLEY, WA 99206-55
Zoning: UR-3.5 Urban Residential 3.5
Water District: Hold: ❑
Area: 1,819.00 Acres Width: 0 Depth: 0 Right Of Way (ft): 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review Information:
Review
Building Plan Review
Driveway/Approach
Released By: T 7
Landuse/Zoning/HE Conditions
Sewer Review
: Released By:
ON SEWER
Originally Released: 7/24/2006 By: amblake
Operator: AMB Printed By: AMB
Print Date: 7/24/2006
IStiokae
alley
Community Development
Permit Center
11707 E Sprague Ave, Suite 106
Spokane Valley, WA 99206
(509)688-0036 FAX: (509)688-0037
www.s a euall o c a
DI
Residential Construction
Permit Application
PERMIT NUMBER:x
PERMIT FEE:23 f
Construction o Accessory Bldg
AC1 tion/Remodel o Deck
0 � Oth r:
SITE ADDRESS
11 ' 6 Q
ASSESSORS PARCEL NO:
11,// f �. ,t�'9,0�
LEGAL DESCRIPTION:
Building owner
„
/�
Name: act.i, Act /G.J ` k5
Address: //3(,, ,) F L/79
City:
D / rev Zip:
cic)G C,
/
Phone: 0,2 - S0s-'(:1 Fax: 9
72z13
GdntactP erson-:
Name:
Phone:
Contractor-:
% vt..:-P ll. - .- .
Name:
Address:
City:
Zip:
Phone:
Fax:
Lic No:
Exp. Date:
City Business Lic No:
Describe the scope of work in detail:
rG•1 •74,Gil et -3d ' X Vd' S 4o/
Cost of Project:
$ /`%a2o ov
**************The following MUST be complete: (write N/A if not applicable)**********************
HEIGHT TO PEAK:
,� / (
DIMENSIONS:
x Ye i
# OF STORIES:
/
TOTAL HABITABLE SPACE:
MAIN FLOOR TO SQ.
FTG:/3w
2 u FLOOR SQ. FTG:
/ ��
UNFIN BASEMENT SQ. FTG:
IMPERVIOUS SURFACE
AREA:
FINISHED BASEMENT
SQ. FTG:
GARAGE SQ. FTG:
DECK/COV. PATIO SQ. FTG:
30% SLOPES ON
PROPERTY:
# OF BEDROOMS:
CONSTRUCTION TYPE:
HEAT SOURCE:
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
Date
Method of Payment: (Faxed permit applications will only be accepted with major bankcard)
D Cash lEt Check ❑ Mastercard ❑ VISA
Bankcard #: Expires: VIN#:
Authorized Signature:
REVISED 8/25/2005
❑ Other
Spokane
Valley
11707 E Sprague Ave Suite 106 ♦ Spokane Valley WA 99206
509.921.1000 1 Fax: 509.921.1008 ♦ cityhalt@spokanevaltey.org
Residential Plan Submittal Minimums
❑ Completed Building & Mechanical application with: Accurate address, Parcel
Number and/or Legal Description, description of work, owner and contractor
information, signature, and date.
❑ Two sets of plans including Site Plan, elevations, floor plans, foundation plans
With details, roof plan, framing plans & details.
❑ Show the height of any proposed buildings or accessory structures.
❑ Floor plan for each floor: Dimension to scale (minimum 1/8") and label each
Room (including sq. footage of house and garage on plans) Show each
level of existing house and square footage of any additions.
❑ All braced wall panel types: show locations and details of installation, including
engineered design.
O Egress windows: Provide at least one window or exterior door approved for
Emergency escape or rescue from a basement and in every room for sleeping.
❑ Smoke detector locations
O 22" X 30" attic access location
❑ 18" X 24" crawl space access:
❑ One -hour separation detail: between house and garage
❑ Floor framing details: Joist type, size, spacing and installation details
❑ Roof framing plan and details
❑ Furnace and hot water heater location.
❑ All header locations: type, size, and connections
❑ Foundation plan
❑ Insulation information
SPOIL COUNTY
Technical Information
Private Garages
Department of Building and Planning
BR13
The following are typical details for a residential garage up to a maximum of 36 feet wide (based on truss width) and 48 feet
in length. The length may be increased with the inclusion of interior braced wall lines, up to a maximum of 3,000 square feet.
These details may or may not represent the proposed project. If you are using this detail as a portion of your plan submit-
tal, please complete the requested information where indicated. This completed detail, along with any additional informa-
tion, needs to be submitted with your application and be on site at the time of inspection.
1. 48" braced wall panel required on each
corner and every 25 feet of wall.
2. Exterior walls with a fire seperation distance
Tess than 3 feet from property lines (six feet
from another structure) shall be 1-hour fire
rated with exposure from both sides.
3. Doors entering a garage from the house must
be 1 3/8" solid core with a 20 minute fire
rating.
4. Details are for single story structures only.
5. Trusses shall be connected to wall plates by
the use of approved connectors having a
resistance to uplift of not less than 175
pounds.
CARDERS AND
HEADERS
SUPPORTING
SIZE
GROUND SNONL00D (psf)
39
BUILDING WIDTH (feet)
36
SPAN
# JACK STUDS
ROCF AND
CEILING
2-2X4
2'-8"
1
c 2-2X6
4'-0"
2 -3,44
2-2X8
5'-0"
2
2-2X10
6'-1"
2
2-2X12
7-0"
2
3-2X8
6'-5"
2
3-2X10
7'-7"
2
3-2X12
8'-9"
2
4-2X8
7'-2"
1
4-2X10
8'-9"
2
4-2X12
10'-2"
2
11�
(SPECS TO BE ON SITE
DURING FRAMING INSPECTION)
ENGINEERED TRUSS OR
RAFTER SIZE AND SPACING
X @ O.C.
ROOFING MATERIAL
ROOFING PAPER
ROOF SHEATHING
TRUSS TO WALL CONNECTORS
(MINIMUM 175 LB. UPLIFT
CAPACITY)
STRUCTURAL WALL SHEATHING
FOUNDATION
DEPTH
12" fBCT,4GHE'61
24" (ATTACHED)
SIDING
DOUBLE TOP PLATE /
WALL HEIGHT i b
_2X sto @ %b
PRESSURE TREATED
SOLE PLATE
11
3-2" CONCRETE SLAB
Lie x Arne
FOOTING - MUST BE
CONTINUOUS
X
OC
ANCHOR BOLTS 1/2" X 9"
MIN. (7" INTO CONCRETE) 6'
O.C. OR APPROVED ANCHOR
INSTALLED PER MANUFAC-
TURER.
FOUNDATION PLAN
2X— @"OC
TREATED SILL
1/2" X 9" ANCHOR
BOLTS @ 6' O.C.
3-1/2"
CONCRETE •
SLAB
(2) #4 REBAR
BUILDING DIMENSIONS:
SECTION A -A
(FOR DETACHED)
GARAGE DOOR HEADER SIZE:
INDICATE THE LOCATION AND THE SIZE OF ALL
WINDOWS AND DOORS:
RIDGE LINE
CONTINOUS FOOLING REQUIRED
1
\RAGE DOOR i OPENING
-0"1
4 0
ALTERNATE FOUNDATION
•6" MINIMUM
12" MINIMUM
REBAR
For more information contact:
Spokane County Department of Building and Planning
1026 West Broadway Avenue
Spokane, WA 99260-0050
(509) 477-3675 by@spokanecounty.org
http://www.spokanecounty.orgibp
MINIMUM 4'-0" BRACED WALL PANEL REQUIRED ON
EACH SIDE OF GARAGE DOOR OPENING UNLESS AN
APPROVED ALTERNATE IS USED.
Please note that while every effort is made to assure the accuracy of the information contained in this brochure it 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 or staff. BP-13 2105
>15
4
140-rcIIj,1
ENGINEERED TRUSSES BY Tim 4erh e
OTHERS
16 X 8 FOOTINGS
## 4 REBAR AS PER CODE
6. CONCRETE SLAB
FOOTING DEPTH 24"
4/12 PITCHED ROOF
2X6 # 2 FIR STUDS
WALLS c.
METAL ROOF
FIRE BLOCKING IN WALLS
16 FT 3 1/8 X 44GLUE LAM (z4F- I8E)
ABOVE GARAGE DOOR `i_
30 X 68 MAN DOOR 2 �:���1:4"^
TRUSS BRACING AS PER TRUSS
DESIGN
TYVEK HOUSEWRAP
7/16" OSB EXTERIOR
WALL SHEATHING
SIDING PER PLAN
2X6 P.T. SILL
FINISHED
GRADE
1.
R-21 INSUL.
3402" CONC. SLAB
PEA GRAVEL FILL
GARAGE CROSS SECTION
MOISTER BARRIER 6 MILL POLY
UNDER SLAB
.13
EXISTING GARAGE
___I I 1 1 I I
Minimum depth for frost protection in the City of
Spokane Valley is 24 inches measured from the bottom
of the footing to finish grade. Grade slope away from
building a minimum 6 inches in first 10 feet.
EXPIRES 00-02 ..6-7
c"1
P.-)3
►• 0444,4 o.tcot
ole4q t
3/�
MAIN FLOOR
38'-11 "
64'-3"
25'-4"
0
�.r
0
HEADER OVER DOOR
C (2) 214 1-4
2Ln4S)
3 1/8 X 10'GLUE LAM BEAM
SHOP GARAGE
39'-5"
EXISTING
GARAGE
24'-2" x 24'-5"
J
64'-3"
24'-10"
in
N
EXPIRES 03-O2 _ ,
r
O)
N
Aaecilej
FOUNDATION PLAN
38'-9"
64'-3"
COUNTIOUS 24" WALL HEIGHT
REBAR AS PER CODE
16 X 8 FOOTINGS
MOISTER BARRIER
EXPANSION JOINTS IN SLAB
'r3
J-BOLTS EVERY 6'
SLAB FOUNDATION
25' 6"
1
39'-5"
64' 3"
24'-10"
Sls
ENGINEERED TRUSSES BY
OTHERS
4/12 PITCHED ROOF
METAL ROOF
METAL SIDING
2X6 # 2 FIR STUDS
WALLS
FIRE BLOCKING IN WALLS
16 FT 3 1/8 X 12 GLUE LAM
ABOVE GARAGE DOOR
30 X 68 MAN DOOR
TRUSS BRACING AS PER TRUSS
DESIGN
EXISTING GARAGE
1 J I_ I J
16 X 8 FOOTINGS
# 4 REBAR AS PER CODE
4" CONCRETE SLAB
FOOTING DEPTH 24"
TYVEK HOUSEWRAP
7/16" OSB EXTERIOR
WALL SHEATHING
SIDING PER PLAN
2X6 P.T. SILL
FINISHED
GRADE
/2"X10" AB'S
2X6 STUDS 16" O/C
X- 14"
IIIII�
'/}'��
W TVTVP 1 CTflPY e napAn_E
R-211NSUL.
3-112" CONC. SLAB
PEA GRAVEL FILL
REBAR PER
STRUCTURAL
ENGINEER
MOISTER BARRIER 6 MILL POLY
UNDER SLAB
PLOT PLAN
//302 F.
C
157 FT
II
�L
322FI � 1
i
E ISTING HOME
II -SEWER
I
4 TH STREET
PROVIDE D|AGRAxx�
ENGINEER|NGLAY/`,.
ROOF TRUSSES,
FLOOR GYSTEW!iUu|`
INSPECTIONS
OPY
CITY C
THIS BUILDING SUBJECT
'ON GORREOTIONS
TO FIELD INS,PECTI
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