2006, 11-13 Permit App: 06004495 Windows Project Number: 06004495 Inv: 1 Application Date: 11/13/2006 Page 1 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project Information:
Permit Use: INCREASE WINDOW OPENINGS Contact: DR CONSTRUCTION SERVICES
Address: PO BOX 48241
C-S-Z: SPOKANE WA 99228
Setbacks:Front Left: Right: Rear: Phone: (509)489-8239
Group Name:
Project Name:
Site Information: ,.. . . . .. .., .. ,.
Plat Key: 001841 Name: OPPORTUNITY TERRACE District: Sout
Parcel Number: 45271.1807 Block: Lot:
SiteAddress: 13213 E WICK AVE Owner:Name: BURROWES LIVING TRUST/S&
Address: 12019 E BUCKEYE AVE
Location::CSV SPOKANE VALLEY,WA 99206
Zoning: UR-3.5 Urban Residential 3.5
Water District: 010 VERA Hold: ❑
Area: .00 Acres Width: 0 Depth: 0 Right Of Way(ft): 50
Nbr of Bldgs: 1 Nbr of Dwellings: 1
Review In ormataon: � �r . ,
Review
Building Plan Review Released By: Tom. 1t i [ �► c..
Building Permit
Contractor: D R CONSTRUCTION SERVICES Firm: D R CONSTRUCTION SERVICES
Address: PO BOX 48241 Phone: (509)489-8239
SPOKANE WA 99228
This Application: Total Project:
Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation
1&2 FAMILY R-3 VB WINDOWS 0 $3,250.00 0 $3,250.00
Totals: 0 $3,250.00 0 $3,250.00
Item Description Units Unit Desc Fee Amount
RESIDENTIAL PERMIT FEE 1 SELECT $97.25
WSBC SURCHARGE 1 SELECT $4.50
SF PLNS RVW<7999 SQ FT 1 SELECT $38.90
Permit Total Fees: $140.65
Operator: jmm Printed By: jmm Print Date: 11/13/2006
Project Number: 06004495 Inv: 1 Application Date: 11/13/2006 Page 2 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Notes: F
Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing
Building Permit $140.65 $140.65 $0.00 $140.65
$140.65 $140.65 $0.00 $140.65
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: 11/13/2006
' Permit Center 4/4-1q
/9 5,�
Spo ane 11707 E Sprague Ave, Suite� O'1 � , , i - `-•\PERMIT NUMBER: �-F
.000 Valle Spokane Valley,FW A 99206; �•'��
IPERMIT FEE:
Y (509}688 0036 AX: (509)6 8- 037
Community Development wwwv.spokanevalley.org.cornNOV
Residential Construction 1._ ❑a TOwliC gt a lOti ;d l ❑ Accessory Bldg
Permit Application o Addition/Remodel o Deck
`,Other:LicsecStri).5 w,40,•3 opikvny -?b fn '
SITE ADDRESS 13 Z 13 � 0i c1 A R• I Si)own& 4GAWi, W A egt es s ,
ASSESSORS PARCEL NO: LEGAL DESCRIPTION:
Building owner Sean 3\r'r:ow eS Contractor
Name: Sao,r. i3JerovJCS Name: I) . CZ. . Con s1 ud'lon S-eC IcQ.S ,LLC-
Address: Address: f.0. 9 oN %21i.
City: '' ..11 Zip: City: Se p1Ltn Yet Zip: _I ._-)-.%Phone: 1-135 —64 31 Fax: Phone: W -%239 Fa . 4%9 - o 4%1
Lic No: PRCog.5 LA i Exp.Date:
COntaCt Person City Business Lic No:
Name: 1 Z1 Can okr d G1 Cox
Phone: 32-1 -'71 '40
Describe the scope of work in detail: Cost of Project: $ 32-5 o -d 0
dcco WIllovs evim Ny)s In( 5 baeour`fj INItGti 1.1V/nvt VII I,$ J!1 ,-kr1
usrts5 , It4 11 NUJ cs.sK•os, sIUs i' 00Okiny . I
**************The following MUST be complete: (write N/A if not applicable)**********************
HEIGHT TO PEAK: DIMENSIONS: #OF STORIES: TOTAL HABITABLE SPACE:
MAIN FLOOR TO SQ. 2"" FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE
FTG: AREA:
FINISHED BASEMENT GARAGE SQ. FTG: DECK/COV. PATIO SQ. FTG: 30% SLOPES ON
SQ. FTG: PROPERTY:
#OF BEDROOMS: S CONSTRUCTION TYPE: HEAT SOURCE: SEWER OR SEPTIC?
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) P ans or additional information may be required to be submitted, and subsequently approved before
this application can be • z =�
Signature AO/ Date ///3 44
Method of Payment: (Faxed permit applications will only be accepted with majr bankcard)
0 Cash ❑ Check Mastercard / VISA ❑ Other
Bankcard#: / / � Expires: \ VIN#:
Authorized Signature:
REVISED 8/25/2005
Stione
Valley
11707 E Sprague Ave Suite 106 ♦ Spokane Valley WA 99206
509.921.1000 ♦ Fax: 509.921.1008 ♦ cityhall@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.
D 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.
❑ 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.
❑ 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
❑ 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.
O All header locations: type, size, and connections
O Foundation plan
❑ Insulation information
Sjolt '
Valley
EMERGENCY ESCAPE AND RESCUE
•
EGRESS WINDOW
*Minimum 20"wide clear opening
*Minimum 24"high clear opening
*Minimum 5.7 sq ft openable area
**5.0 sq ft minimum @ grade floor
*Top of sill maximum of 44" above finished floor
I34'CLEAR {
20"MIN
MIN
\\
i
/ �//, \
OPENABLE
�' AREA
` /
5.7 SQ FT MIN 41"CLEAR ... /'
�(5.0SQFTMIN �
GRADE •
FLOOR) OPENABLE AREA 24"CLEAR
5.7 SQ FT MIN MIN
• (5.0 SQ FT MIN @
`• GRADE FLOOR)
MINIMUM SIZE MINIMUM SIZE WINDOW
WINDOW FOR 20 IN. FOR 24 IN.CLEAR HEIGHT
CLEAR WIDTH
SILL HEIGHT
44'MAX
FLOOR
6rode floor opening is a window or other openings located such that the sill height of
the opening is not more than 44" above or below the finished ground level adjacent to
the opening.
WINDOW WELL LADDER EGRESS
*Minimum 36" x 36" *At least 12" in width
*Minimum 9 sq ft clear floor area *Rungs not more than 18" on center
*Top of wall a maximum of 44" above *Minimum 3" toe space
the floor of the well *Permanently fixed
*A guardrail is not required unless an *Non-combustible
exit way adjoins the well. *Shall extend to top of wall
*Provide drainage
DEEP WELLS
*If the top of the window well wall is more
than 44" above the floor of the well, either
a permanently fixed ladder or stair egress
is required.
*The ladder or stair may encroach a maximum
of 6" into the required clear floor space.
LADDER OR STAIR PERMITTED
NET CLEAR DIMENSIONS WHEN TO ENCROACH MAXIMUM OF
FULLY OPENED TO PROVIDE 6 INCHES INTO REQUIRED
9 SQUARE FEET OF OPENING DIMENSIONS
WINDOW WELL
LADDER OR STAIR \\\////‘ 1 I D--0 w,REQUIRED \\\
i///
`\\\ 36'MIN
'if\\ -EMERGENCY ESCAPE '///.
/ OR RESCUE OPENING \\\,///\\\///‘\\\///.\\\///"//// \\\///
\\ +I WITH FINISHED SILL
/// HEIGHT BELOW
\\\ \\\7,// ADJACENT GRADE
.\\\
,///\ 36'MIN
'///.
.\\\\\\'///\\\"///.\\\
*Where bars, grills, covers, screens or similar devices are installed over emergency
escape and rescue openings, they must be openable from the inside without the need
of special knowledge or special tools, and the force to open them may not be greater
than that required of the opening itself.
FLOORS
TABLE R502.5(1)
GIRDER SPANS'AND HEADER SPANS°FOR EXTERIOR BEARING WALLS
I (Maximum spans for Douglas fir-larch,hem-fir,southern pine and spruce-pine-fir°and required number of jack studs)
GROUND SNOW LOAD(psf)'
30 50
Building width`(feet)
GIRDERS AND 20 28 36 20 28 36
HEADERS
SUPPORTING SIZE Span NJ° Span NJ° Span NJ° Span NJ° Span NJ° Span NJ°
2-2x4 3-6 1 3-2 I 2-10 1 3-2 I 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 I 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
Roof and ceiling 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
4-2xI2 14-1 1 12-2 2 10-11 2 12-2 2 10-7 2 9-5 2
2-2x4 3-1 1 2-9 1 2-5 1 2-9 1 2-5 1 2-2 1
2-2x6 4-6 1 4-0 1 3-7 2 4-1 1 3-7 2 3-3 2
2-2x8 5-9 2 5-0 2 4-6 2 5-2 2 4-6 2 4-1 2
2-2x10 7-0 2 6-2 2 5-6 2 6-4 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
Roof,ceiling and one 3-2x8 7-2 1 6-3 2 5-8 2 6-5 2 5-8 2 5-1 2
center-bearing floor
3-2x10 8-9 2 7-8 2 6-11 2 7-11 2 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 2
4-2x10 10-1 1 8-10 2 8-0 2 9-1 2 8-0 2 7-2 2
4-2x12 11-9 2 10-3 2 9-3 2 10-7 2 9-3 2 8-4 2
2-2x4 2-8 1 2-4 1 2-1 1 2-7 1 2-3 1 2-0 1
2-2x6 3-11 1 3-5 2 3-0 2 3-10 2 3-4 2 3-0 2
2-2x8 5-0 2 4-4 2 3-10 2 4-10 2 4-2 2 3-9 2
2-2x10 6-1 2 5-3 2 4-8 2 5-11 2 5-1 2 4-7 3
2-2x12 7-1 2 6-1 3 5-5 3 6-10 2 5-11 3 5-4 3
Roof,ceiling and one clear 3-2x8 6-3 2 5-5 2 4-10 2 6-1 2 5-3 2 4-8 2
span floor
3-2x10 7-7 2 6-7 2 5-11 2 7-5 2 6-5 2 5-9 2
3-2x12 8-10 2 7-8 2 6-10 2 8-7 2 7-5 2 6-8 2
4-2x8 5-1 2 4-5 2 3-11 2 4-11 2 4-3 2 3-10 2
4-2x10 8-9 2 7-7 2 6-10 2 8-7 2 7-5 2 6-7 2
4-2x12 10-2 2 8-10 2 7-11 2 9-11 2 8-7 2 7-8 2
2-2x4 2-7 1 2-3 1 2-0 1 2-6 1 2-2 1 1-11 1
2-2x6 3-9 2 3-3 2 2-11 2 3-8 2 3-2 2 2-10 2
2-2x8 4-9 2 4-2 2 3-9 2 4-7 2 4-0 2 3-8 2
2-2x10 5-9 2 5-1 2 4-7 3 5-8 2 4-11 2 4-5 3
2-2x12 6-8 2 5-10 3 5-3 3 6-6 2 5-9 3 5-2 3
Roof,ceiling and two 3-2x8 5-11 2 5-2 2 4-8 2 5-9 2 5-1 2 4-7 2
center-bearing floors
3-2x10 7-3 2 6-4 2 5-8 2 7-1 2 6-2 2 5-7 2
3-2x12 8-5 2 7-4 2 6-7 2 8-2 2 7-2 2 6-5 3
4-2x8 4-10 2 4-3 2 3-10 2 4-9 2 4-2 2 3-9 2
4-2x10 8-4 2 7-4 2 6-7 2 8-2 2 7-2 2 6-5 2
4-2x12 9-8 2 8-6 2 7-8 2 9-5 2 8-3 2 7-5 2
(continued)
90 2003 INTERNATIONAL RESIDENTIAL CODE®
PLV V r35
r
TABLE R502.5(1)—continued
GIRDER SPANS'AND HEADER SPANS'FOR EXTERIOR BEARING WALLS
(Maximum spans for Douglas fir-larch,hem-fir,southern pine and spruce-pine-fir°and required number of jack studs) ;1
GROUND SNOW LOAD(psf)' .
30 50
Building width`(feet)
GIRDERS AND 20 28 36 20 28 36 I
HEADERS
SUPPORTING SIZE Span NJ° Span NJ° Span NJ° Span Ne Span NJ° Span Ne
2-2x4 2-1 1 1-8 1 1-6 2 2-0 1 1-8 1 1-5 2
2-2x6 3-1 2 24 2 2-4 2 3-0 2 2-7 2 2-3 2
2-24 3-10 2 3-4 3 3-0 3 3-10 2 3-4 2 2-11 3
2-2x10 4-9 2 4-1 3 3-8 3 4-8 2 4-0 3 3-7 3
2-2x12 5-6 3 4-9 3 4-3 3 5-5 3 4-8 3 4-2 3
Root:ceiling and
two clear span 3-2x8 4-10 2 4-2 2 3-9 2 4-9 2 4-1 2 3-8 2
floor
3-2x10 5-11 2 5-1 2 4-7 3 5-10 2 5-0 2 4-6 3
3-2x12 6-10 2 5-11 3 5-4 3 6-9 2 5-10 3 5-3 3
4-24 5-7 2 4-10 2 4-4 2 5-6 2 4-9 2 4-3 2
4-2x10 6-10 2 5-11 2 5-3 2 6-9 2 5-10 2 5-2 2
42x12 7-11 2 6-10 2 6-2 3 7-9 2 6-9 2 6-0 3
For SI: 1 inch=25.4 mm,1 pound per square foot=0.0479 kN/m2.
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 surds 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.
e. Use 30 psf ground snow load for cases in which ground snow load is less than 30 psf and the roof live load is equal to or less than 20 psf.
2003 INTERNATIONAL RESIDENTIAL CODE® 91
FLOORS
TABLE R502.5(2)
I GIRDER SPANS'AND HEADER SPANS'FOR INTERIOR BEARING WALLS
(Maximum spans for Douglas fir-larch,hem-fir,southern pine and spruce-pine-fir°and required number of Jack studs)
BUILDING WIDTH'(feet)
20 28 36
HEADERS AND GIRDERS SUPPORTING SIZE Span NJ° Span NJ° Span NO
2-2x4 3-1 1 2-8 1 2-5 1
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
One floor only 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
4-2x8 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
2-2x4 2-2 1 1-10 1 1-7 1
2-2x6 3-2 2 2-9 2 2-5 2
2-2x8 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
Two floors 3-24 5-1 2 4-5 2 3-11 2
3-2x10 6-2 2 5-4 2 4-10 2
3-2x12 7-2 2 6-3 2 5-7 3
4-24 6-1 1 5-3 2 4-8 2
4-2x10 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,1 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 fullheight wall stud and to the header.
R502.6 Bearing.The ends of each joist,beam or girder shall R502.7 Lateral restraint at supports. Joists shall be sup-
have not less than 1.5 inches(38 mm)of bearing on wood or ported laterally at the ends by full-depth solid blocking not less
metal and not less than 3 inches(76 mm)on masonry or con- than 2 inches(51 mm)nominal in thickness;or by attachment
trete except where supported on a 1-inch-by-4-inch(25.4 mm to a header,band,or rim joist,or to an adjoining stud;or shall be
by 102 mm)ribbon strip and nailed to the adjacent stud or by otherwise provided with lateral support to prevent rotation.
the use of approved joist hangers. Exception:In Seismic Design Categories DI and D2,lateral
restraint shall also be provided at each intermediate support.
R502.6.1 Floor systems.Joists framing from opposite sides
over a bearing support shall lap a minimum of 3 inches(76 R502.7.1 Bridging.Joists exceeding a nominal 2 inches by
mm)and shall be nailed together with a minimum three 10d 12 inches(51 mm by 305 mm)shall be supported laterally
face nails.A wood or metal splice with strength equal to or by solid blocking,diagonal bridging(wood or metal), or a
greater than that provided by the nailed lap is permitted. continuous 1-inch-by-3-inch (25.4 mm by 76 mm) strip
nailed across the bottom of joists perpendicular to joists at
R502.6.2 Joist framing.Joists framing into the side of a intervals not exceeding 8 feet(2438 mm).
wood girder shall be supported by approved framing an- R502.8 Drilling and notching.Structural floor members shall
chors or on ledger strips not less than nominal 2 inches by 2 not be cut,bored or notched in excess of the limitations sped-
inches(51 mm by 51 mm). fled in this section.See Figure R502.8.
92 2003 INTERNATIONAL RESIDENTIAL CODE®
EAI) 7-4 Lc R 5o2r S76
13213 E. Wick Ave
1 N
Spokane Valley 99 6
4 X
-X xere
New window New v+nrtt v New window New window
72" x42" Slider 72" x 42" ider 72" x 42" Slider
79" x 38" Slider
(36" x 38" vent)
WHEN INTERIOR ALTERATIONS,REIMS OR ADDITIONS
REQUIRING A PERMIT OCCUR,OR WHEN ONE OR MORE
SLEEPING ROOMS ARE ADDED OR CREATED IN EXISTING
OWEWNGS,THE MILUNB UNIT SHALL E PROVIDED
All windows sills will be less than 44 WITH SMOKE ALUM LOCATED AS REOUIRED FOR NNEW
u New window
to the floor.
DWELLINGS.
0 X 72" x 42" Slider SMOKE ALARMS SHALL BE INTERCON-
NECTED AND HARD WIRED IN SUCH A
MANNER THAT THE ACTIVATION OF ONE
ALARM WILL ACTIVATE ALL ALARMS.
(BEDROOMS, AREAS APPROACHING
BEDROOMS, VAULTED CEILING
WITH RISE OF 24• & ON EACH FLOOR)
Cvrrvir Wlodoi Sly 1D_ Y 3
I k 1 (3132
= Change to egress
Nino,,, W.4 c cir,c's so-is w
IN' u,or 4' extortor 11o)i►n95
14,4
�llui� W►n�l o‘J s
Z,+su quo 4 ce.,41 14e ,
S
t.2 14 PROVIDE DIAGRAMS AND
ENGINEERING LAYOUTS FOR
ROOF TRIISSES, BEAMS AND
FLUGH EMS PRIOR TO FRAMING
INSTEC HUNS
frj
t.44
• --
P"
1;
Z.1=
'7)
CITY COPY
THIS BUILDING SUBJECT
TO FIELD INSPECTION CORRECTIONS
Mdky
REVIEWED FOR CODE COMPLIANCE
SPOKANE VAJJT 3Uk.DI G DIVISION ,
MA, IA I (3