2006, 05-04 Permit App: 06001660 RemodelProject Number: 06001660 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 05/04/2006 Page 1 of 2
Project Information: /ffim_
Permit Use: enlarge bedroom via moving wall and replace doors Contact: CORDERO, HOLLY
& trim Address: 13224 E TALLTREE RD
C - S - Z: SPOKANE VALLEY, WA 99216
Setbacks: Front Left: Right: Rear: Phone: (509) 924-1506
Group Name:
Site Information: Project Name:
.,PA3
Plat Key: 001223 Name: HILLCREST ACRES 02ND ADD District: Sout
Parcel Number: 45274.1305 Block:
SiteAddress: 13224 E TALL TREE RD
Location:: CSV
Zoning: UR -3.5
Water District:
Urban Residential 3.5
Lot:
Owner: Name: CORDERO, HOLLY
Address: 13224 E TALLTREE RD
SPOKANE VALLEY, WA 99216
Hold: ❑
Area: .00 Acres Width: 116 Depth: 119 Right Of Way (ft): 50
Nbr of Bldgs: 0 Nbr of Dwellings: 1
Review Information:
Review
Building Plan Review
Permits:
Released By:
Originally Released: 05/04/2006 By: TMELBOU
Contractor: OWNER
Building Permit
Firm: OWNER
Phone: (000) 000-0000
This Application: Total Project:
Description Grp Iya [aNotes Sq Ft Valuation Sq Ft Valuation
1&2 FAMILY R-3 VB OWNER 0 $4,500.00 0 $4,500.00
Totals: 0 $4,500.00 0 $4,500.00
Item Description Units Unit Desc Fee Amount
RESIDENTIAL PERMIT FEE 1 SELECT $111.25
WSBC SURCHARGE 1 SELECT $4.50
SF PLNS RVW < 7999 SQ FT 1 SELECT $44.50
Permit Total Fees: $160.25
Operator: AMB Printed By: AMB Print Date: 05/04/2006
Project Number: 06001660 Inv: 1
Notes:
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 05/04/2006 Page 2 of 2
Payment SummaryNIMOMISTS
Permit Type
Building Permit
VILIMEMOSEMISIZET
Fee Amount Invoice Amount Amount Paid Amount Owing
$160.25 $160.25 $0.00 $160.25
$160.25 $160.25 $0.00 $160.25
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: 05/04/2006
Project Number: 06001660 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 5/2/2006 Page 1 of 1
Project Information:
Permit Use: enlarge bedroom via moving wall and replace doors
& trim
Setbacks: Front
Site Information:
Plat Key: 001223 Name- HILLCREST ACRES 02ND ADD
Left: Right: Rear:
Contact: CORDERO, HOLLY
Address: 13224 E TALLTREE RD
C - S - Z: SPOKANE VALLEY, WA 99216
Phone: (509) 924-1506
Group Name:
Project Name:
District: Sout
Parcel Number: 45274.1305
Block:
SiteAddress: 13224 E TALL TREE RD
Location:: CSV
Zoning: UR -3.5
Water District:
Urban Residential 3.5
Area: .00 Acres
Lot:
Owner: Name: CORDERO, HOLLY
Address: 13224 E TALLTREE RD
SPOKANE VALLEY, WA 99216
Hold: ❑
Width: 116 Depth: 119 Right Of Way (ft): 50
Nbr of Bldgs: 0 Nbr of Dwellings: 1
Review Information:
Review
Building Plan Review
Permits:
Released By
Contractor: OWNER
Notes:��.
Building Permit
Firm: OWNER
Phone: (000) 000-0000
Payment Summary: uselasom..
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: 5/2/2006
Spokane
�,®•'�Valley
Community Development
Permit Center
11707 E Sprague Ave, 106
Spokane Valley, WA 99206 P3,1:: 0
(509)688-0036 FAX; (509)688-0037
www.sP okanevalleyiotq'
Residential Construction
Permit Application
PERMIT NUMBER: telo
PERMIT FEE:
❑ New Construction nAccessory Bldg
7' Addition/Remodel n Deck
n Other:
SITE ADDRESS -3aq
ASSESSORS PARCEL NO: 4
LEGAL DESCRIPTION:
Building Owner:
DIMENSIONS:
# OF STORIES:
sName: 1 al
1OI(t
((„c ->f1(()
Name: 54, / f
Address: I Z/14
( -17i It 7 c' -k'
/Of
City:
i1,�t
State:
Ev11
Zip: e
l2/��
Phone: 4)c.,
So? 91 /
Fax:
S-06
HEAT SOURCE:
Contact Person
Name: ;/bI'1/ (/
cy, ?c
Phone: 7)c -i- /y'j�)
Contractor:
DIMENSIONS:
# OF STORIES:
TOTAL HABITABLE SPACE:
MAIN FLOOR TO SQ.
FTG:
Name: 54, / f
UNFIN BASEMENT SQ. FTG:
IMPERVIOUS SURFACE
AREA:
FINISHED BASEMENT
SQ. FTG:
GARAGE SQ. FTG:
Address: / 3 "L 'L t/
C
7-6 // Tee „+E/
CONSTRUCTION TYPE:
HEAT SOURCE:
City:✓6f1 a�
State���
Zi2lfr�
Phone: ,(%, v / s) 6
Fax:
Contractor Lic No:
Exp Date:
City Business Lic. No:
Describe the scope of work in detail: Cost of Project: $ '1.5 60 no
i,trl�r;or twit -in 'f,✓lGRc/-r' deeiv)c w -S'
**************The following MUST be comulete: (write N/A if not annlicable)**********************
HEIGHT TO PEAK:
DIMENSIONS:
# OF STORIES:
TOTAL HABITABLE SPACE:
MAIN FLOOR TO SQ.
FTG:
2Nu 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 I
Method of Payme
❑ Cash
Bankcard #:
Authorized Signature:
REVISED 8/25/2005
r.
0 Check
z 666,
Date
❑ Mastercard 0 VISA
Expires: VIN#:
8'-8"
EMERGENCY EGRESS REQUIREMENTS
FROM SLEEPING ROOMS
2'-0" 1) NET CLEAR OPENING. 5.7 SQUARE FEE
GRADE fl �fl PENING (MAX 44") 5.0
INCHES
FEE
E,1Tt l NTNG HEIGHT
31 NET CLEAR OPENING WI'1TH 20 INCHES
41 MAXFINISHED SILL HEIGHT 44" ABOVE FLOG
i ME RGE NCY ESCAPE & RESCUE OPENING SHALL BE
:'E •,ATI,`NAI FROM THE INSIDE OF THE ROOM WITHOU
IHE 'R' 1\ YS OR TOOLS
Egress windows openable
5.7 sq. ft. - 44" sill
/ N
U
s rA B L R6-02. s- -0
1-
(1)w
O
J
U
(S�
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.
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)
5'-1"
5'-7" -
3'-4"
® EXHAUST FANS
1.00 CFM kitchen
50 CFM bathrooms
& laundry ‘rn-
1 I;
A \12,1,k
1)1 (0U,��,
)3-i14 ria/112-u
Ari„ 11-,)
WINDOW WELL:
Min. 9 sq. ft. horizontal area.
Min. 3 ft. horizontal projection and width.
Max. 44 in. vertical depth without a ladder
FLOORS
TABLE R502.5(1)
GIRDER SPANS' AND HEADER SPANS' FOR EXTERIOR BEARING WALLS
Douglas fir -larch hem -fir southern pine and spruce -pine -fir" and required number of jack studs)
t..4...........�r...,.-.
GIRDERS AND
HEADERS
SUPPORTING
SIZE
> >
GROUND SNOW LOAD (psf)'
30
50
Building width` (feet)
20
28
36
20
28
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
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
4-6
1
4-0
l
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
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
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
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
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
3-2x8
6-3
2
5-5
2
4-10
2
6-1
2
5-3
2
4-8
2
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
Roof, ceiling and two
center -bearing floors
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
3-2x8
5-11
2
5-2
2
4-8
2
5-9
2
5-1
2
4-7
2
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®
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)
GROUND SNOW LOAD(pair
30 5D
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 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 2-8 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
Roof Baling and
two clear span 3-24 4-10 2 4-2 2 3-9 2 4-9 2 4-1 2 3-8 2
Boor
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
4-2x12 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 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.
e. Use 30 psi ground snow load for cases in which ground snow load is less than 30 psi and the roof live load is equal to or less than 20 psi.
•
2003 INTERNATIONAL RESIDENTIAL CODE® 91
FLOORS
TABLE R502.5(2)
GIRDER SPANS' AND HEADER SPANS' FOR INTERIOR BEARING WALLS
Douglas fir -larch hem -fir, southern pine and spruce -pine -fir° and required number of jack 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
1
2-2x6
4-6
1
3-11
1
3-6
1
2-2x8
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
4-2x8
9-0
l
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
2-2x4
2-2
1
1-10
1
1-7
1
2-24
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
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 full -height wall stud and to the header.
R502.6 Bearing. The ends of each joist, beam or girder shall
have not less than 1.5 inches (38 mm) of bearing on wood or
metal and not less than 3 inches (76 mm) on masonry or con-
crete except where supported on a 1 -inch -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.
R.502.7.1 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®
c r neo
Residential Direct Vent
Instruction Manual
For Gas Water Heaters
NOT FOR USE IN MOBILE HOMES
GEFFICIENCY
RATING
CERTIFIED
ama
GAMA certification applies to all
residential gas water heaters with
capacities of 20 to 100 gallons
with input rating of 75,000
BTU/Hr. or less.
ALL TECHNICAL AND WARRANTY QUESTIONS: SHOULD BE DIRECTED TO THE LOCAL DEALER FROM
WHCOM011 P TI*LISTE OtTN WARRANTY SHEET WHICHAs PURCHASED. IF OU ARE CAME WITH THEESSFUL, PLEASE WA ER HEATER. TO THE
For Your Safety
AN ODORANT IS ADDED TO THE GAS
USED BY THIS WATER HEATER
WARNING: If the information in these
instructions are not followed exactly, a fire
or explosion may result, causing property
damage, personal injury, or death.
-Do not store or use gasoline or other
flammable vapors and liquids in the vicini-
ty of this or any other appliance.
-WHAT TO DO IF YOU SMELL GAS
• Do not try to light any appliance.
• Do not touch anyelectrical switch; do
not use any phone in your building.
• Immediately call yourgas supplier from a
neighbor's phone. Folow the gas suppli-
er's instructions.
• If you can not reach your gas supplier,
call the fire department.
-Installation and service must be performed
by a qualified installer, service agency or
the gas supplier.
Save this Manual for Future Reference.
WARNING
Improper installation, adjustment, alteration,
service or maintenance can cause DEATH,
SERIOUS BODILY INJURY, OR PROPERTY
DAMAGE. Refer to this manual for assistance
or consult the local gas utility for further
information.
WARNING
Flammable vapors may be drawn by air cur-
rents from other areas of the structure to this
appliance.
WARNING
READ THE GENERAL SAFETY SECTION
BEGINNING ON INSIDE COVER AND THEN
THIS ENTIRE MANUAL BEFORE INSTALLING
OR OPERATING THIS WATER HEATER.
0291234-03
CITY COPY
THIS BUILDING SUBJECT
TO FIELD INSPECTION CORRECTIONS
REVIEWEG FOP 2 a...,,.PLANCE
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