2006, 01-24 Permit App: 06000189 AdditionProject Number: 06000189 Inv:_ I IApplication Date: 01/24/2006 Page 1 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Proiect Information:
PermitUse: ADDITION TO SINGLE FAMILY RESIDENCE Contact: FLEES, WILLIAM
Address: 421 N DICK RD
C - S - Z: SPOKANE VALLEY, WA 99212
Setbacks: Front 35 Left: 8 Right. 20 Rear: 79 Phone: (509) 922-8924
Group Name:
Site Information: Project Name:
Plat Key: 001132 Name: fARRINGTONS ADD TO HUTCHFNSON District: F
Parcel Number: 45183.0649 Block: Lot:
SiteAddress: 421 N DICK RD Owner: Name: FLEES, WILLIAM
Address: 421 N DICK RD
Location:: CSV SPOKANE VALLEY, WA 99212
Zoning: UR -3.5 Urban Residential 3.5
Water District: Hold: ❑
Area: 1,000.00 Acres Width: 0 Depth: 0 Right Of Way (ft): 40
Nbr of Bldgs: 2 Nbr of Dwellings: 10
Review Information:
Permits:
— --- Building Permit
Contractor: OWNER Firm: OWNER
Phone: (000) 000-0000
This Application: Total Project:
Description Grp Type Notes Sg Ft Valuation Scl Ft Valuation
RES ADD R-3 VB 104 $8,982.48 104 $8,982.48
Totals: 104 $8,982.48 104 $8,982.48
Item Description
RESIDENTIAL PERMIT FEE
SF PLNS RVW < 7999 SQ FT
Units Unit Desc Fee Amount
1 SELECT $167.25
1 SELECT $66.90
Permit Total Fees: $234.15
Operator: CJJ Printed By: CJJ Print Date: 01/24/2006
Project Number: 06000189 Inv: I IApplication Date: 01/24/2006 Page 2 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Notes: _ . :..
Payment Summary: �u
Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing
Building Permit $234.15 $234.15 $0.00 $234.15
$234.15 $234.15 $0.00 $234.15
T'__1-`___ ____
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: 01/24/2006
S00 ,QIP
06Ka-ne
,;wO Valley
Community Development
Permit Center n
11707 E Sprague Ave, Suite 106 ill
Spokane Valley, WA 99206
(509)688-0036 FAX: (509)688-00
i�,NN�k,.spokanevalley.org.com
LE C IE U V
JAN 23
" q L DD q N
Residential Construction ❑ New Construction
Permit Application A Addition/Remodel
o
❑ Other:
SITE ADDRESSa /�_ �, ; C
ASSESSORS PARCEL NO:
Building owner
Name: ,LI , L L i dS
Address: �(
City -S ,- Zip: 9 9 /
Phone a 9 e i Fax:
Contact Person
Name: r '4- e -
Phone: ,-e
Describe the scope of work in detail:
LEGAL DESCRIPTION:
NUMBER:
FEE:
❑ Accessory Bldg
❑ Deck
Contractor
Name:
Address:
City: Zip:
Phone: Fax:
Lic No: Exp. Date:
City Business Lic No:
Cost of Project: $ %1, C " (" , c er
C-
**************The followin2 MUST be complete: (write N/A if nota licable)**********************
HEIGHT TO PEAK:
DIMENSIONS:
# OF STORIES:
TOTAL HABITABLE SPACE:
MAIN FLOOR TO SQ.
2 Nu FLOOR SQ. FTG:
UNFIN BASEMENT SQ. FTG:
IMPERVIOUS SURFACE
FTG: a `t SF
AREA:
FINISHED BASEMENT
GARAGE SQ. FTG:
DECK/COV. PATIO SQ. FTG:
30% SLOPES ON
SQ. FTG:
PROPERTY:
# OF BEDROOMS:
CONSTRUCTION TYPE:
HEAT SOURCE:
SEWER OR SEPTIC?
IJ I 0 %, LHI 1VI C K
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/ A� n 'g -'Y Date
Method of Payment. (Faxed permit applications will only be accepted with major bankcard)
❑ Cash ❑ Check ❑ Mastercard ❑ VISA ❑ Other
Bankcard #: Expires: VIN#:
Authorized Signature:
REVISED 6/25/2005
WSEC TABLE 6-2
PRESCRIPTIVE REQUIREMENTS0•1 FOR GROUP R OCCUPANCY
CLIMATE ZONE 2
* Reference Case
0. Nominal R -values are for wood frame assemblies only or assemblies built in accordance with
Section 601.1.
Minimum requirements for each option listed. For example, if a proposed design has a glazing ratio
to the conditioned floor area of 13%, it shall comply with all of the requirements of the 15% glazing
option (or higher). Proposed designs which cannot meet the specific requirements of a listed option
above may calculate compliance by Chapters 4 or 5 of this Code.
2. Requirement applies to all ceilings except single rafter or joist vaulted ceilings.
3. Requirement applicable only to single rafter or joist vaulted ceilings.
Below grade walls shall be insulated either on the exterior to a minimum level of R-10, or on the
interior to the same level as walls above grade. Exterior insulation installed on below grade walls
shall be a water resistant material, manufactured for its intended use, and installed according to the
manufacturer's specifications. See Section 602.2.
5. Floors over crawl spaces or exposed to ambient air conditions.
6. Required slab perimeter insulation shall be a water resistant material, manufactured for its intended
use, and installed according to manufacturer's specifications. See Section 602.4.
7. Int. denotes standard framing 16 inches on center with headers insulated with a minimum of R-5
insulation.
COOPERATIVE EXTENSION
WSEC Builder's Field Guide 5th Edition WASHINGTON STATE UNIVERSITY 1-7
ENERGY PROGRAM
Glazing
Glazing U -Factor
Doors
Wall72
Wall?
Wall?
Slab6
Option
Area1D:
U-
Ceiling2
Vaulted
Ceiling
above
int
Below
ext
Below
Floor
on
% of floor
Factor
Grade
Grade
Vertical
Overhead „
Grade
Grade
I.
10%
0.40
0.58
0.20
R-38
R-30
R-21
R-21
R-12
R-30
R-10
int?
II.
15%
0.40
0.58
0.20
R-38
R-30
R-19+
R-21
R-12
R-30
R-10
R-56
III.
17%
0.37
0.58
0.20
R-38
R-30
R-19+
R-21
R-12
R-30
R-10
R-56
IV.
25%
0.35
0.58
0.20
R-38 /
R-30 /
R-21
R-15
R-12
R-30 /
R-10 /
Group R-1
U=0.031
U=0.034
int' /
U=0.029
F=0.54
Occupancy
U=0.054
Only
V.
Unlimited
0.35
0.58
0.20
R-38
R-30
R-21
R-21
R-12
R-30
R-10
Group R-3
int'
Occupancy
Only
VI.
Unlimited
0.32
0.58
0.20
R-38 /
R-30 /
R-21
R-15
R-12
R-30 /
R-10/
Group R-1
U=0.031
U=0.034
int' /
U=0.029
F=0.54
Occupancy
U=0.054
Only
* Reference Case
0. Nominal R -values are for wood frame assemblies only or assemblies built in accordance with
Section 601.1.
Minimum requirements for each option listed. For example, if a proposed design has a glazing ratio
to the conditioned floor area of 13%, it shall comply with all of the requirements of the 15% glazing
option (or higher). Proposed designs which cannot meet the specific requirements of a listed option
above may calculate compliance by Chapters 4 or 5 of this Code.
2. Requirement applies to all ceilings except single rafter or joist vaulted ceilings.
3. Requirement applicable only to single rafter or joist vaulted ceilings.
Below grade walls shall be insulated either on the exterior to a minimum level of R-10, or on the
interior to the same level as walls above grade. Exterior insulation installed on below grade walls
shall be a water resistant material, manufactured for its intended use, and installed according to the
manufacturer's specifications. See Section 602.2.
5. Floors over crawl spaces or exposed to ambient air conditions.
6. Required slab perimeter insulation shall be a water resistant material, manufactured for its intended
use, and installed according to manufacturer's specifications. See Section 602.4.
7. Int. denotes standard framing 16 inches on center with headers insulated with a minimum of R-5
insulation.
COOPERATIVE EXTENSION
WSEC Builder's Field Guide 5th Edition WASHINGTON STATE UNIVERSITY 1-7
ENERGY PROGRAM
\tIES-T F L, E VATI ON
HOT PPJNTEt TO `GALE
(EA (sTirvG)
0);A/— a -VA �',4 Pe s
Ll A h/ - 1) I c /k-, Rd ,,
4'-0"
13 0" 12'-4 1/211
8'-0"
4 1/2"
50'-0"
WEST ELEVAMON (Pu?,PasEt AtD jTjQt4
NT PRINT Ea Td SGAL.E Gd a /-/- (a F,4 e e S
Jy(2 / Al. 0 ick jam.
4'-7 1/21,-0,,
13'-0"
4 1/2"
ExlsTIN4, Stpu(-T Q&
14'-0
" 6'-611
20'-6"
32'-0"
[`bi T N ELEVATION
NOT PR+NTEb M S6A L.E
Y-7 1 /2"
T-10 1/2"
PURPOSEb )1L(JMON�
ui /-�tC2--n F�-eCs
yam/ Av - O,c/< Rd,
iI?
Sour N �,.L� VA-rr ori
fi PRiNTEb TO 5CALE
Vi /- �- ,C) -»-7 F�- e e-' -S
4 �R [ n/.. D , G /< )Z
mi
4'-7 1/2"
131-011
O
8'-0„
41/2,,
50'(�
-0"
EAST EL EYPMO N kJ i /- /- /0? -7 v i F -,L � S
N®T PRINTED TO SCAM �� r Al O i c./< /SQ( -
9
7z
v
4
1 OT PRINTED Tv SCALE
y_> ^/- DICK 12aC
13
F-7 1/2"
109,TN ELE-0 i tON
NOT QRINTEL TO St LF -
,A) j 1 I- / J;y,i FA ee
4,;2 l r✓. J,c_k r'd..
Under Floor Ventilation
1 Scl Ft per every 150 Scl Ft of under
\
floor space area. 1 ventilating opening shall
`\
be within 3 feet of each corner. Openings
`
shall be covered with approved material.
`\
---------------------
CONCRETE
CONCRETE TO COMPLY TO IRC TABLE 404.1.1 (1
-----------
C°O _--
0 '
FOUNDATION WALLS - 3000 # PSI
i
SLABS, GARAGES, CARPORTS
& PORCHES - 3500 # PSI
ALL FOOTINGS MUST BE CONTINUOUS
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
Min. 16, 18 or 20 in. APA Portal Frame Bracing
Engineered Shear Wall Bracing
i
i
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
\ i 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)
PROVIDE SOLID BLOCKING UNDER ALL COLUMNS _ _ _ ---------
BEARING WALLS AND SHEAR WALLS. 1 —011
O " EXHAUST FANS
100 CFM kitchen
PROVIDE DOUBLE JOINTS (MIN) UDDER ALL WALLS 50 CFM bathrooms
PARALLEL TO SPAN U.N.O.
' U r floor accessible &laundry
PROVIDE DOUBLE STUDS (NN) TO FOI�IDATION I .
LINDER ALL HIP AND GIRDER TEES U.N.O. ; b 18" x 24"
PROVIDE SHEAR CONNECTION FROM INTERIOR
SHEAR WALLS TO TRUSSES OR JOISTS ABOVE., � 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
14 —011
61.611 building a minimum 6 inches in first 10 feet.
Radon Mitigation System Required
If Vents Subject to Closure
6 mil Vapor Barrier Required
ko� )C)SEb MA5-ra.►-
)T k NTEt to S CP\ LF.
AkLbrnoN
LtiffZ-I—i(P7v! F1PPS
41-2-% Al • D%c /r Rd
ay -OL to d rs° GAP
'Jay -OL
� BE � v','EEN SHEATH!Nr,
to DX P't�.d Attic Ventilation
Z 1 Sq Ft per every 300 Sq Ft of space
ventilated with at least 50% in the upper
portion of roof area.
�e`�i for ice
Attic Accessible �'`�;� f�`� dam rotection
by 22'x 30' � protection
.. \J nn*- W cock
?A4 *-z V U U U U I L --
J��eH ��R►�
2�
3All
dsej TLC,
OR WONL .- S1f v t *F Z v(' belLv
T-1 1/2"
Vey V-. c
6111
TgEPTE4 �PVt-
Ft seal z'
vAE�t�. _ 4ARR►�R _ ,
611 -
1'-0"
a AA -x `�-
10 1/2"
1
ga1ts or 'A, C/L-
5%8 REBNQ_ PIN INTO LKIST I NG,
FOU N 4\T11ON
Anchor Bolts- Minimum '/2" x 10" with 7" concrete
emhedment at 6' o_c. and 12" from ends of sill elates.
ya �v - ,D,clK AC/
PROVIDE DIAGRAMS AND
ENGINEERING LAYOUTS
ROOF TRUSSES, BEAMS AN:
FLOOR SYSTEMS PRIOR ?:'
INSPECTIONS
MING
CITY COPY
THIS BUILDING SUBJECT
TO FIELD INSPECTION CORRECTIONS
'CED FORNNI
e
113.
8117
7925
7924
7917+
i912
8120