2005, 11-29 Permit App: 05004467 Egress WindowProject Number: 05004467 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 11/29/2005 Page 1 of 2
Project Information:
Permit Use: INSTALLATION OF EGRESS WINDOW Contact: RYAN, BRANDON
Address: 715 S BOWDISH RD
C - S - Z: SPOKANE VALLEY, WA 99206
Setbacks: Front Left: Right: Rear: Phone: (509) 892-1684
Group Name:
Site Information: Project Name:
Plat Key: 001839 Name: OPPORTUNITY TR # 01-354 District: F
Parcel Number: 45211.2015 Block:
SiteAddress: 715 S BOWDISH RD
Location:: CSV
Zoning: UNKN Unknown
Water District:
Lot:
Owner: Name: RYAN, BRANDON
Address: 715 S BOWDISH RD
SPOKANE VALLEY, WA 99206
Hold: ❑
Area: .00 Acres Width: 0 Depth: 0 Right Of Way (ft): 0
Nbr of Bldgs: 0 Nbr of Dwellings: 1
Review Information: Crn -a narxT c..oiltatie rivow, w, rttv.traiwirot rci,7 cr..:.rJrAYt54,110A/ra
Review
Plan Review
Permits:
Released By:
Originally Released: 11/29/2005 By: TMELBOU
>,..4.n:a,R'c. ;r'1•r;: ,M12 :.f",1. R� 1,rz.: C' w.marrNW.7co17?,17///filVkbiMaireal"50, ' .fie.r .Mr, ;:-W4LO'NF'+nX4.011 ftlifacfil0aY526Sd: T
Building Permit
Contractor: OWNER Firm: OWNER
Phone: (000) 000-0000
This Application: Total Project:
Description Grp Type Notes Su Ft Valuation Su Ft Valuation
RESIDENCE R-3 VB EGRESS 0 $200.00 0 $200.00
WINDOW
Totals: 0 $200.00 0 $200.00
Item Description Units Unit Desc Fee Amount
RESIDENTIAL PERMIT FEE 1 SELECT $69.25
STATE SURCHARGE 1 SELECT $4.50
RESIDENTIAL PLAN REVIEW 1 SELECT $27.70
Permit Total Fees: $101.45
Operator: CJJ Printed By: CJJ Print Date: 11/29/2005
Project Number: 05004467
Notes:
Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 11/29/2005 Page 2 of 2
Payment Summary:
Permit Type
Building Permit
Fee Amount Invoice Amount
$101.45 $101.45
$101.45 $101.45
Amount Paid
$0.00
$0.00
Amount Owing
$101.45
$101.45
Disclaimer:
Submittal of this application certifies the owner (or person(s) authorized by the owner) has both examined and finds the information
contained within to be true and correct, and agrees that all provisions of laws and/or regulations governing this type of work will be
complied with. Subsequent issuance of a permit shall not be construed to be a permit for, or an approval of, any violation of any of
the provisions of the code or of any other state or local laws or ordinances.
Signature:
Operator: CJJ Printed By: CJJ
Print Date: 11/29/2005
0000..\4
S iT1� orkane `
Valley
Community Development
Permit Center
11707 E Sprague Ave,
Spokane Valley, WA 9
(509)688-0036 FAX: (
www.s okanevalle .ora
Residential Construction
Permit Application
88-0037
PERMIT NUMBER:
PERMIT FEE:
❑ ew Construction o Accessory Bldg
1st Addition/Remodel o Deck
o Other:
SITE ADDRESS 71$
�c �Ct5ri
ASSESSORS PARCEL NO: LEGAL DESCRIPTION:
Building owner
g
DIMENSIONS:
Nia
Name: B NoCl,1 ky AN
TOTAL HABITABLE SPACE:
N(A
Address: 715 -3 [7eLk31i St4
2"D FLOOR SQ. FTG:
N )A
City: k ANE V A l l ky Zip:
ele' Z o
Phone:(5a'I) Fig 2- ICS 'I Fax:
Fax:
Contact Person
Name:
Phone:
Contractor
g
DIMENSIONS:
Nia
Name:
TOTAL HABITABLE SPACE:
N(A
Address:
2"D FLOOR SQ. FTG:
N )A
City:
Zip:
Phone:
Fax:
Lic No:
Exp. Date:
City Business Lic No:
CONSTRUCTION TYPE:
NIA
Describe the scope of work in detail: Cost of Project:
$ 2oo
iNsiPaLinte. u9-ZGE{Z a. 1>iLtn;VlcW IN PA52MCl'fl Fog E.GQE", gE42ounn,
**************e followin MUST be complete: ( write N/A if not applicable)**********************
Th
HEIGHT TO PEAK:
N/A
g
DIMENSIONS:
Nia
# OF STORIES: i
TOTAL HABITABLE SPACE:
N(A
MAIN FLOOR TO SQ.
FTG:AREA:
8 (,ti
2"D FLOOR SQ. FTG:
N )A
UNFIN BASEMENT SQ. FTG:
•BG.4
IMPERVIOUS SURFACE
NIA
FINISHED BASEMENT
SQ. FTG: N) IR
GARAGE SQ. FTG:
M!PA
DECK/COV. PATIO SQ. FTG:
Nip
30% SLOPES ON
PROPERTY: NJR
# OF BEDROOMS:
2.
CONSTRUCTION TYPE:
NIA
HEAT SO RCE:
c 45
SEWER OR SEPTIC?
. E. ig.Z
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. 6) Plans or additional information may be required to be submitted, and subsequently approved before
this application can be processed.
Signature o
Date t"l /Z S/a 5 -
Method
Method of Payment: (Faxed permit applications will only be accepted with major bankcard)
0 Cash 0 Check 0 Mastercard 0 VISA
Bankcard #: Expires: VIN#:
0 Other
Authorized Signature:
REVISED 8/25/2005
Spokane
.0•OValley
Community Development
Permit Center
11707 E Sprague Ave, Suite 106 ,
Spokane Valley, WA 99206
(509)688-0036 FAX: (509)688-0037
WWW. spolcane vall e v. ore. corn
Residential Plan Submittal Minimums
O Completed Building, Plumbing & Mechanical application with: Accurate address,
Parcel Number and/6r Legal Description, description of work, owner and
contractor information, signature, and date.
o Two sets of plans including Site Plan, elevations, floor plans, foundation plans
With details, roof plan, framing plans & details.
o Show the height of any proposed buildings or accessory structures.
o 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.
o All braced wall panel types: show locations and details of installation, including
engineered design.
• 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.
O Smoke detector locations
O 22" X 30" attic access location
O 18" X 24" crawl space access:
o One-hour separation detail: between house and garage
o Floor framing details: Joist type, size, 'spacing and installation details
O Roof framing plan and details
O Furnace and hot water heater location.
O All header locations: type, size, and connections
O Foundation plan
O Insulation information
39.0000
123.0000
121.0000
73.0000
69,0000
42.0000
34.0000
76.
000
WHEN INTERIOR ALTERATIONS, REPAIRS OR ADDITIONS
REQUIRING A PERMIT OCCUR, OR WHEN ONE OR MORE
SLEEPING ROOMS ARE ADDED OR CREATED IN EXISTING
DWELLINGS, THE DWELLING UNIT SHALL BE PROVIDED
WITH SMOKE ALARMS LOCATED AS REQUIRED FOR NEW
DWELLINGS.
EMERGENCY EGRLSS REOUIREMENT
FROM SLEEPING ROOMS
1) NET CLEAR OPENING 5.7 SOUAR: FEET
GRADE FLOOR OPENING 'MAX 44") 5.0 SOUARI FEET
2) NET CLEAR OPENING HEIGHT 24 INCHES
3) NET CLEAR OPENING WIDTH 20 INCHES
4) MAX FINISHED SILL HEIGHT 44" ABOVE LOOR
5) EMERGENCY ESCAPE 8 RESCUE OPENING SHAL BE
OPERATIONAL FROM THE INSIDE OF THE ROOM WI HOOT
fHE USE OF KEYS OR TOOLS
WINDOW WELL:
Min. 9 sq. ft. horizontal area.
Min. 3 ft. horizontal projection and width.
Max. 44 in. vertical depth without a ladder
Egress windows openable
5.7 sq. ft, - 44" sill
I
Ft. OORS
4t.
TABLE R502.5(1)
GIRDER SPANS' AND HEADER SPANSFOR EXTERIOR BEARING WALLS
(Maximum spans for Douglas fir -larch, hem -fir, southern pine and spruce.�inefjrb and lack
GIRDERS AND
HEADERS
SUPPORTING
SIZE
. . .
GROUND SNOW LOAD (psf)°
30
50
Building width° (feet)
20
28
36
20
26
36
Span
NJ°
Span
NJ°
Span
NJ°
Span
NJ°
Span
NJ°
Span
NJ°
Roof and ceiling
2-2x4
3-6
1
3-2
1
2-10
1
3-2
1
2-9
1
2-6
1
2-2x6
5-5
1
4-8
1
4-2
1
4-8
1
4-1
1
3-8
2
2-2x8
6-10
1
5-11
2
5-4
2
5-11
2
5-2
2
4-7
2
2-2x10
8.5
2
7-3
2
6-6
2
7-3
2
6-3
2
5-7
2
2-2x12
9-9
2
8-5
2
7-6
2
8-5
2
7-3
2
6-6
2
3-2x8
8-4
1
7-5
1
6-8
1
7-5
1
6-5
2
5-9
2
3-2x10
10-6
1
9-1
2
8-2
2
9-1
2
7-10
2
7-0
2
3-2x12
12-2
2
10-7
2
9-5
2
10-7
2
9-2
2
8-2
•-,
-
4-2x8
7-0
1
6-1
2
5-5
2
6-1
2
5-3
2
4-8
2
4-2x10
11-8
1
10-6
1
9-5
2
10-6
1
9-1
2
8-2
2
4-2x12
14-1
1
12-2
2
10-11
2
12-2
2
10-7
2
9-5
2
Roof, ceiling and one
center -bearing floor
2-2x4
3-1
1
2-9
1
2-5
1
2-9
1
2-5
1
2-2
1
2-2x6
1
3-7
2
4-1
1
3-7
2
3-3
2-2x8
5-9
2
5-0
2
4-6
2
5-2
2
2
4-1
2
2-2x10
7-0
2
6-2
2
5-6
2
2
5-6
2
5-0
2
2-2x12
8-1
2
7-1
2
6-5
2
7-4
2
6-5
2
5-9
3
3-2x8
7-2
1
6-3
2
5-8
2
6-5
2
5-8
2
5-1
2
3-2x10
8-9
2
7-8
2
6-11
2
7-11
2 j
6-11
2
6-3
2
3-2x12
10-2
2
8-11
2
8-0
2
9-2
2
8-0
2
7-3
2
4-2x8
5-10
2
5-2
2
4-8
2
5-3
2
4-7
2
4-2
1 13 13 13 1+4 13 13 04. 43 18 13 0". 13 13 18 13 13 13 43 ....1 13 13 ...• 13 13 13
4-2x10
10-1
1
8-10
2
8-0
2
9-1
2
8-0
2
7-2
4-2x12
11-9
2
10-3
2
9-3
2
10-7
2
9-3
2
8-4
Roof, ceiling and one clear
span floor
2-2x4
2-8
1
2-4
1
2-1
1
2-7
1
2-3
1
2-0
2-2x6
3-11
1
3-5
2
3-0
2
3-10
2
3-4
2
3-0
2-2x8
5-0
2
4-4
2
3-10
2
4-10
2
4-2
2
3-9
2-2x10
6-1
2
5-3
2
4-8
2
5-11
2
5-1
2
4-7
2-2x12
7-1
2
6-1
3
5-5
3
6-10
2
5-11
3
5-4
3-2x8
6-3
2
5-5
2
4-10
2
6-1
2
5-3
2
4-8
3-2x10
7-7
2
6-7
2
5-11
2
7-5
2
6-5
2
5-9
3-2x 12
8-10
2
7-8
2
6-10
2
8-7
2
7-5
2
6-8
4-2x8
5-1
2
4-5
2
3-11
2
4-11
2
4-3
2
3-10
4-2x10
8-9
2
7-7
2
6-10
2
8-7
2
7-5
2
6-7
4-2x12
10-2
2
8-10
2
7-11
2
9-11
2
8-7
2
7-8
2-2x4
2-7
1
2-3
1
2-0
1
2-6
1
2-2
1
1-11
2-2x6
3-9
2
3-3
2
2-11
2
3-8
2
3-2
2
2-10
2-2x8
4-9
2
4-2
2
3-9
2
4-7
2
2
3-8
2-2x10
5-9
2
5-1
2
4-7
3
5-8
2
4-11
2
4-5
2-2x12
6-8
2
5-10
3
5-3
2
5-9
3
5-2
Roof, ceiling rmd two
center -bearing floors
3-2x8
5-11
2
5-2
2
4-8
2
5-9
2
5-1
2
4-7
3- 10
7-3
2
6-4
2
5-8
2
7-1
2
6-2
2
5-7
3-2x12
8-5
2
7-4
2
6-7
2
8-2
2
7-2
2
6-5
4-2x8
4-10
2
4-3
2
3-10
2
4-9
2
4-2
2
3-9
4-2x10
8-4
2
7-4
2
6-7
2
8-2
2
7-2
2
6-5
4-2x12
9-8
2
8-6
2
7-8
2
9-5
2
8-3
2
7-5
(continued)
2003 INTERNATIONAL RESIDENTIAL CODE.
TABLE R502.5(2)
GIRDER SPANS' AND HEADER SPANS' FOR INTERIOR BEARING WALLS
ans for Douglas fir -larch, hem -fir southern pine and spruce -pine -fir' and required number of lack studs)
`
HEADERS AND GIRDERS SUPPORTING
SIZE
BUILDING WIDTH' (feet)
20
28
36
Span
NJ°
Span
NJ°
Span
NJ°
One floor only
.
2-2x4
3-1
1
2-8
1
2-5
I
2-2x6
4-6
1
3-11
1
3-6
1
2-24
5-9
1
5-0
2
4-5
2
2-2x10
7-0
2
6-1
2
5-5
2
2-2x12
8-1
2
7-0
2
6-3
2
3-24
7-2
1
6-3
1
5-7
2
3-2x10
8-9
1
7-7
2
6-9
2
3-2x12
10-2
2
8-10
2
7-10
2
4-24
9-0
1
7-8
1
6-9
1
4-2x10
10-1
1
8-9
.1
7-10
2
4-2x12
11-9
1
10-2
2
9-1
2
Two floors
t t_ 1 Jr) . y,1.
2-2x4
2-2
1
1-10
1
1-7
1
2-2x6
3-2
2
2-9
2
2-5
2
2-24
4-1
2
3-6
2
3-2
2
2-2x10
4-11
2
4-3
2
3-10
3
2-2x12
5-9
2
5-0
3
4-5
3
3-24
5-1
2
4-5
2
3-11
2
3.2x10
6-2
2
5-4
2
470
2
3-2x12
7-2
2
6-3
2
5-7
3
4-2x8
6-1
1
5-3
2
4-8
2
2x10
7-2
2
6-2
2
5-6
2
4-2x12
8-4
2
7-2
2
6-5
2
For SI: 1 inch = 25.4 mm, l foot = 304.8 mm.
a. Spans are given in feet and inches.
b. Tabulated values assume #2 grade lumber.
c. Building width is measured perpendicular to the ridge. For widths between those shown, 'spans are permitted to be interpolated.
d. NJ - Number of jack studs required to support each end. Where the number of required jack studs equals one, the header is permitted to be supported by an ap-
proved framing anchor attached to the full height wall stud and to the header.
R502.6 Bearing. The ends of each joist, beam or girder shall
have not less tban,1.1S.inc . (3& mm) of boating g on wood or
metal and not 1e*th 03, Inches, (Aram). m). on n taary;or con-
crete except wht res-supptifted'on a 1- ch by -4 -inch (25.4 mm
by 102 mm) ribbon strip and nailed to the adjacent stud or by
the use of approved joist hangers.
R502.6.1 Floor systems. Joists framing from opposite sides
over a bearing support shall lap a minimum of 3 inches (76
mm) and shall be nailed together with a minimum three 10d
face nails. A wood or metal splice with strength equal to or
greater than that provided by the nailed lap is permitted.
R502.6.2 Joist framing. Joists framing into the side of a
wood girder shall be supported by approved framing an-
chors or on ledger strips not less than nominal 2 inches by 2
inches (51 mm by 51 mm).
92
R502.7 Lateral restraint at supports. Joists shall be sup-
ported laterally at the ends by full -depth solid blocking not less
than 2 inches (51 mm) nominal in thickness; or by attachment
to a header, band, or rim joist, or to an adjoining stud; or shall be
otherwise provided with lateral support to prevent rotation.
Exception: In Seismic Design Categories DI and D2, lateral
restraint shall also be provided at each intermediate support
R502.7.1 Bridging. Joists exceeding a nominal 2 inches by
12 inches (51 mm by 305 mm) shall be supported laterally
by solid blocking, diagonal bridging (wood or metal), or a
continuous 1 -inch -by -3 -inch (25.4 mm by 76 mm) strip
nailed across the bottom of joists perpendicular to joists at
intervals not exceeding 8 feet (2438 mm).
R502.8 Drilling and notching. Structural floor members shall
not be cut, bored or notched in excess of the limitations speci-
fied in this section. See Figure R502.8.
2003 INTERNATIONAL RESIDENTIAL CODE°