2008, 03-28 Permit App: 08001095 Move House Permit Center RECEIVED BY {�
S 'oIZ 11703 E Sprague Ave, Suite B-3 CITY OF SPOKANE VALLEY PERMIT NUMBER: ?S < /O7
,vllA, Spokane Valley,WA 99206 PERMIT FEE:
alley' (509)688-0036 FAX: (509)688-0037 MAR 2 a 200
www.spokanevalley.org
Community Development r:' IT CENTER.
Residential Construction Accessory Bldg
Permit Application H Addition/Remodel I- Deck
Other:
SITE ADDRESS: /6 s/-3 E ',7/�� , ,1,,
ASSESSORS PARCEL NO: Su h -n 9- D7 LEGAL DESCRIPTION:
Building Owner: Contractor:
Name: Name: -T
Peci - /?.fir, Urn/.T ial,,,If ,7,4-'<. -,/.-0a -5,7 .,e9o.47 4,ed a'S i
Address: , ' Address:
City: / State: ,, Zip: , City: � .., State: l� Zip: 9 J_
, ol�/i r
Phone: -3.7_ y.)7 ' Fax: "03.,_ yJ 7L Phone: ; ;9____5-4:26., / Fax: /_,77 L
Contractor Lic No: Exp Date:
r41v,sAJ/933_AlAI 7 /3 -a
Contact Person City Business Lic.No:
L 049, 9$_9 t
Name: ,..-//--. 40, he:tarr
Phone: !'99- .r d V .
Describe the scope of work in detail: Cost of Project: $
79 flocs cw eY,sr",/ z,s.e.
Proposed Use:
**************The following MUST be complete: (write N/A if not applicable)**********************
HEIGHT TO PEAK: DIMENSIONS: #OF STORIES: TOTAL HABITABLE SPACE:
/6 ., %Z -k3�' / / %Y.,. SQ A-f
MAIN FLOOR TO SQ. 2Nu FLOOR SQ. FTG: UNFIN BASEMENT SQ,,FTG: IMPERVIOUS SURFACE
FTG: �'" AREA:
%7 N/A l 7 c-' �r`6B- /I/ //
FINISHED BASEMENT GARAGE SQ. FTG: DECK/COV ATIO-S�Q. FTG: 30% SLOPES ON
SQ. FTG: / {/o0 10A4 z e)0 _co r' PROPERTY: 7-4,4
#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:
❑ Cash ❑ Check ❑ Mastercard ❑ VISA
Bankcard#: Expires: VIN#:
Authorized Signature:
REVISED 2/15/07
/ y_
/,r
l/
Project Number: 08001095 Inv: 1 Application Date: 4/1/2008 Page 1 of 3
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project In formation:
Permit Use: MOVE HOUSE FROM 16513 E VALLEY WAY TO Contact: INVEST NORTHWEST
LT 1 BLK 3 MEADOW CREST EST Address: 3508 E WESLEY CT
C-S-Z: SPOKANE WA 99202
Setbacks:Front Left: Right: Rear: Phone: (509)999-5864
Group Name:
Site Information: Project Name:
Plat Key: Name: Range District: East
Parcel Number: 45134.0630 Block: Lot:
SiteAddress: 16513 E VALLEYWAY AVE Owner:Name: LEWRAD DEVELOPMENT,LLC
Address: 12402 N DIVISION ST PMB 244
Location::CSV SPOKANE,WA 99218
Zoning: R-3 SF Res District
Water District: 010 VERA Hold: ❑
Area: 172,901 Sq Ft Width: 0 Depth: 0 Right Of Way(ft): 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review In formation: a a aka v ., s_ ..mom ... :. =
Review
Building Plan Review Released By
Originally Released: 4/1/2008 By: tmelbourn
Landuse/Zoning/HE Conditions Released By
Originally Released: 3/28/2008 By: cjjanssen
Sewer Review Released By:
Operator: jmm Printed By: jmm Print Date: 4/1/2008
Project Number: 08001095 Inv: 1 Application Date: 4/1/2008 Page 2 of 3
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Approach
Contractor: INVEST NORTHWEST INC Firm: INVEST NORTHWEST INC
Address: 13519 E BOONE Phone: (509)999-5864
SPOKANE,WA 99202
Item Description Units Unit Desc Fee Amount
APPROACH-CONST IN ROW 1 NUMBER OF $50.00
Permit Total Fees: $50.00
— — Building Permit
Contractor: INVEST NORTHWEST INC Firm: INVEST NORTHWEST INC
Address: 13519 E BOONE Phone: (509)999-5864
SPOKANE,WA 99202
This Application: Total Project:
Description Grp Type Notes Sq Ft Valuation Si,Ft Valuation
1&2 FAMILY R-3 VB 1,472 $139,825.28 1,472 $139,825.28
BASEMENT U R-3 VB 1,400 $21,000.00 1,400 $21,000.00
DECK OPEN R-3 VB 200 $3,000.00 200 $3,000.00
Totals: 3,072 $163,825.28 3,072 $163,825.28
Item Description Units Unit Desc Fee Amount
RESIDENTIAL PERMIT FEE 1 SELECT $1,352.15
WSBC SURCHARGE 1 SELECT $4.50
SF PLNS RVW<7999 SQ FT 1 SELECT $540.86
Permit Total Fees: $1,897.51
Mechanical Permit
Contractor: INVEST NORTHWEST INC Firm: INVEST NORTHWEST INC
Address: 13519 E BOONE Phone: (509)999-5864
SPOKANE,WA 99202
Item Description Units Unit Desc Fee Amount
GAS WATER HEATER 1 NUMBER OF $10.00
GAS PIPING 1 #OF UNITS $1.00
HEAT PUMP OR A/C 0-3 TONS 1 NUMBER OF $12.00
VENTILATING FANS 1 NUMBER OF $10.00
RANGE 1 NUMBER OF $10.00
GAS LOG OR GAS INSERT 1 NUMBER OF $10.00
Permit Total Fees: $53.00
Operator: jmm Printed By: jmm Print Date: 4/1/2008
Project Number: 08001095 Inv: 1 Application Date: 4/1/2008 Page 3 of 3
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Plumbing Permit
Contractor: INVEST NORTHWEST INC Finn: INVEST NORTHWEST INC
Address: 13519 E BOONE Phone: (509)999-5864
SPOKANE,WA 99202
Item Description Units Unit Desc Fee Amount
TOILETSBIDETS 2 NUMBER OF $12.00
SINKS 3 NUMBER OF $18.00
SHOWERS 2 NUMBER OF $12.00
TUBS 2 NUMBER OF $12.00
MISCELLANEOUS FIXTURES 1 NUMBER OF $6.00
Permit Total Fees: $60.00
Notes: . v
Payment Summary:
Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing
Approach $50.00 $50.00 $0.00 $50.00
Building Permit $1,897.51 $1,897.51 $0.00 $1,897.51
Mechanical Permit $53.00 $53.00 $0.00 $53.00
Plumbing Permit $60.00 $60.00 $0.00 $60.00
$2,060.51 $2,060.51 $0.00 $2,060.51
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: 4/1/2008
Mar 20 08 10:15p Tim Lewis 509-279-0967 P,1
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Anchor Bolts- Min. 'A"x 9"
>, with 7"concrete embedment apr
at 6' o.c.and 12"from ends ���____-- . X�o press v2 E 72'E.�d
-of sill plates. /�._
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Damp-Proofing required on
foundation walls from top of
footing to finished grade of
crawl space or basement
N
Aij2 Ft"oo`er r5. , _ 3 /6/4)OA, k'c 8.
Minimum depth for frost protection in the City of Radon Mitigation System
Spokane Valley is 24 inches measured from the bottom required with 6 mil
of the footing to finish grade. Grade slope away from Vapor Barrier
building a minimum 6 inches in first 10 feet.
O1icrr'r LL 5g' _7Z-O4-1
PROVIDE SOLID BLOCKING UNDER ALL COLUMNS
BEARING WALLS AND SHEAR WALLS.
CONCRETE TO COMPLY TO IRC TABLE 404.1.1(1) PROVIDE DOUBLE JOINTS(MIN)UNDER ALL WALLS
PARALLEL TO SPAN U.N.O.
FOUNDATION WALLS-3000 # PSI PROVIDE DOUBLE STUDS(MIN)TO FOUNDATION
SLABS,GARAGES, CARPORTS UNDER AU.HIP AND GIRDER TRUSSES U.N.O.
&PORCHES-3500# PSI PROVIDE SHEAR CONNECTION FROM INTERIOR
SHEAR WALLS TO TRUSSES OR JOISTS ABOVE.
_ALL FOOTING'S MUST BE CONTINUOUS
PROVIDE DIAGRAMS AND
ENGINEERING LAYOUTS FOR
ROOF TRUSSES, BEAMS AND
FLOOR SYSTEMS PRIOR TO FRAMING
INSPECTIONS
CITY COPY
TD-11 INSPECTION ElLcDTIOGNScU0BRJ
s BUILDING CORRECTIONS
t3C1u
.a.;,AO/ 4A3=i2 UI1 2JA NIF4A3e
211/0&JJA A3GOU 1IM1 eToi0i,3A10CI 30v0s9 REVIEWED FOR CODE .•14,001ANCIE
0. U Niege OT JJA4Ac SPOKANE VALLEY BUILtING MSION
Acr 40Auel OT IMMIKUTE 3.6.100 ietvoFi,; °., :I— • ,
0 •a8ZUPT MORO GOA 91H A P3Qou • • 41; U01
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MOR .230ARAID ,a8AJa
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For City Use Only
CITY OF
PLUS Project Number
ioI1neProject Address /(J.5/ - L 1•c•, y
400000 Valle
y®
E Sprague Ave Suite B-3 • Spokane Valley WA 99206
50 9.688.0036 ♦ Fax: 509.688.0037 • permitcenter@spokanevalley.org
As part of our on-going commitment to customer service during the review process of your project
application, we are providing you with a TARGET DATE for the initial technical application review. If for
any reason we cannot meet this date, we will contact you with a revised target date.
Your application review TARGET DATE is ii/4-7
The TARGET DATE is the date we estimate your project application will have had its initial technical
review. It is not the date for approval or permit issuance.
Tips for a Smoother Project Application Review
> Submit complete, accurate plans and documents.
Extra time may be required for re-submittals as project application reviewers work on multiple applications and it
may be several days before they can look at your new or revised information.
> Designate a specific contact person to communicate with the City.
While the person designated as the applicant's contact person with the City can be changed, one individual with the
expertise for dealing with reviewer comments would be the best choice for the entire review process.
• Call staff regarding the status of your project only after the target date shown at the top of the page.
Although you should be contacted on or by the target date,please feel free to contact us if you haven't heard from us
by your target date. Staff may contact you before the target date if the initial review is complete. By following this
procedure,you will save time and allow the reviewers to complete the work more expeditiously.
Steps in the Permit Process
1. Counter Complete. Your application has been accepted as counter complete. This means all of the required
documents, as indicated on your Pre-Application Checklist have been submitted or have been approved for deferred
submittal. This does not prevent technical staff from requesting additional information as a result of their technical review.
2. Quality Check. The next step in the process is a quality check to make sure that the application is reviewable and free
from substantive flaws that would prevent technical staff from completing the technical review once it is started. When
this step is complete, your application will be routed to the appropriate staff and remain in their review queue until it
comes up for review.
3. Technical Compliance. Once an application is administratively complete, it is routed to technical staff for compliance
review. Depending on the type of project, technical staff may include multiple reviewers. You should be contacted by
phone,fax, email,or mail by your TARGET DATE once the initial technical compliance review is complete.
4. Permit Issuance. When the technical compliance review of the application is complete, including any subsequent re-
submittals, each reviewer will approve their section of the application and route it to the Permit Center. When all sections
of the application are received, a Permit Specialist will process the application and contact the person specified on your
application for permit pick-up. Information regarding fees and pre-construction meetings (if required) will be provided by
the Permit Specialist at that time.
i
WHITE-APPLICANT PINK-BUILDING FILE REV 9/07
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WASHINGTON STATE ENERGY CODE
•
TABLE 6-2
PRESCRIPTIVE REQUIREMENT S°'1 FOR GROUP R OCCUPANCY
CLIMATE ZONE 2
Glazin Glazin U-Factor a a Slab6
Area':9 Doors ll12 Wall• Wall•
Ceiling Above Vaulted WaAbove int ext Floors on
Option % U-Factor Ceiling Grade Below Below Grade
/o of Floor Vertical Overhead's Grade Grade
I. 12% 0.35 0.58 0.20 R-38 R-30 R-21 R-21 R-12 R-30 R-10
int'
II.* 15% 0.35 0.58 0.20 R-38 R-30 R-19+ R-21 R-12 R-30 R-10
R-58
III. 17% 0.32 0.58 0.20 R-38 R-30 R-19+ R-21 R-12 R-30 R-10
R-58 /
IV. 25% 0.35 0.58 0.20 R-38/ R-30/ R-21 R-15 R-12 1 F=104
Group R-1 U=0.031 U=0.034 int" / U 0 0
U
and R-2 =0.054
Occupancies
Only
V. Unlimited 0.35 0.58 0.20 R-38 R-30 R-19+ R-21 R-12 R-30 R-10
Group R-3 R-58
and R-4
Occupancies
Only
VI. Unlimited 0.30 0.58 0.20 R-49 or R-38 R-21 R-21 R-12 R-30 R-10
Group R-3 R-38 Adv int7
and R-4
Occupancies
Only
VII. 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
and R-2 U=0.054
Occupancies
Only
* Reference Case
0. Nominal R-values are for wood frame assemblies only or assemblies built in accordance with Section 601.1.
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 complying with note 3. 'Adv'denotes Advanced
Framed Ceiling.
3. Requirement applicable only to single rafter or joist vaulted ceilings where both(a)the distance between the top of the ceiling
and the underside of the roof sheathing is less than 12 inches and(b)there is a minimum 1-inch vented airspace above the insulation.
Other single rafter or joist vaulted ceilings shall comply with the"ceiling"requirements.This option is limited to 500 square feet of
ceiling area for any one dwelling unit.
4. Below grade walls shall be insulated either on the exterior to a minimum level of R-12,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-10 insulation.
8. This wall insulation requirement denotes R-19 wall cavity insulation plus R-5 foam sheathing.
9. Doors,including all fire doors,shall be assigned default U-factors from Table 10-6C.
10. Where a maximum glazing area is listed,the total glazing area(combined vertical plus overhead)as a percent of gross
conditioned floor area shall be less than or equal to that value. Overhead glazing with U-factor of U=0.40 or less is not included in
glazing area limitations.
11. Overhead glazing shall have U-factors determined in accordance with NFRC 100 or as specified in Section 502.1.5.
12. Log and solid timber walls with a minimum average thickness of 3.5"are exempt from this insulation requirement.
34 Effective July 1,2007
WALL CONSTRUCTION
R611.7.1.3 Horizontal steel. Concrete walls with a screen-grid walls over the length of the opening.When the
minimum thickness of 4 inches (102 mm)shall have a depth of concrete above the opening is less than 12 inches
minimum of one continuous No.4 horizontal reinforc- for flat or waffle-grid walls,lintels in accordance with Sec-
ing bar placed at 32 inches(812 mm)on center with one tion R611.7.3 shall be provided. Reinforcement around
bar within 12 inches (305 mm) of the top of the wall openings shall be provided in accordance with Table
story. Concrete walls 5.5 inches (140 mm) thick or R611.7(1)and Figure R611.7(2).All reinforcement placed
greater shall have a minimum of one continuous No.4 horizontally above or below an opening shall extend a mini-
horizontal reinforcing bar placed at 48 inches (1219 mum of 24 inches(610 mm)beyond the limits of the open-
mm) on center with one bar located with in 12 inches ing. Wall opening reinforcement shall be provided in
(305 mm)of the top of the wall story. addition to the reinforcement required by Sections R611.3,
For townhouses in Seismic Design Category C, the R611.4, R611.5 and R611.7.1. The perimeter of all wall
minimum horizontal reinforcement shall be one No. 5 openings shall be framed with a minimum 2-inch by 4-inch
at 24 inches(610 m)on center or one No.4 at 16 inches plate,anchored to the wall with'/2 inch(12.7 mm)diameter
(407 mm)on center.For all buildings in Seismic Design anchor bolts spaced a maximum of 24 inches(610 mm)on
Categories D1 and D2, the minimum horizontal rein- center.The bolts shall be embedded into the concrete a mini-
forcement shall be one No.5 at 18 inches(457 mm)on mum of 4 inches(102 mm)and have a minimum of 11/2(38
center or one No.4 at 12 inches(305 mm)on center. mm)inches of concrete cover to the face of the wall.
Horizontal reinforcement shall be continuous around Exception: The 2-inch by 4-inch plate is not required
building corners using corner bars or by bending the where the wall is formed to provide solid concrete
bars.In either case,the minimum lap splice shall be 24 around the perimeter of the opening with a minimum
inches (610 mm). For townhouses in Seismic Design depth of 4 inches(102 mm)for the full thickness of the
• Category C and for all buildings in Seismic Design Cat- wall.
egories Dt and D2,each end of all horizontal reinforce R611.7.3 Lintels.
ment shall terminate with a standard hook or lap splice.
R611.7.1.4 Lap Splices.Where lap splicing of vertical R611.7.3.1 General requirements. Lintels shall be
or horizontal reinforcing steel is necessary, the lap provided over all openings greater than or equal to 2 feet
splice shall be in accordance with Figure R611.7.1.4 (610 mm) in width. Lintels for flat ICF walls shall be
and a minimum of 40db,where db is the diameter of the constructed in accordance with Figure R611.7(3) and
smaller bar. The maximum distance between Table R611.7(2) or R611.7(3). Lintels for waffle-grid
noncontact parallel bars at a lap splice shall not exceed ICF walls shall be constructed in accordance with Fig-
8d ure R611.7(4)or Figure R611.7(5)and Table R611.7(4)
b
R611.7.1.5 Standard hook.Where the free end of a re or R611.7(5).Lintels for screen-grid ICF walls shall be
constructed in accordance with Figure R611.7(6) or
inforcing bar is required to have a standard hook, the Figure R611.7(7). Lintel construction in accordance
hook shall be a 180-degree bend plus 4db extension but with Figure R611.7(3) shall be permitted to be used
not less than 21/,inches,or a 90-degree bend plus 12db with waffle-grid and screen-grid ICF wall construction.
extension. Lintel depths are permitted to be increased by the height
R611.7.2 Wall openings.Wall openings shall have a mini- of the ICF wall located directly above the opening,pro-
mum of 8 inches(203 mm)of depth of concrete for flat and vided that the lintel depth spans the entire length of the
waffle-grid ICF walls and 12 inches (305 mm) for opening.
TABLE R611.7(1)
MINIMUM WALL OPENING REINFORCEMENT REQUIREMENTS IN ICF WALLS
WALL TYPE AND MINIMUM HORIZONTAL MINIMUM VERTICAL
OPENING WIDTH(L)(feet) OPENING REINFORCEMENT OPENING REINFORCEMENT
Flat,Waffle-,and
Screen-Grid: None required None required
L<2(0.61)
• In locations with wind speeds less than or equal to 110 mph(177
lm/hr)or in Seismic Design Categories A and B,provide one No.4
Provide lintels in accordance with Section R611.7.3. bar for the full height of the wall story within 12 inches(305 mm)of
Flat,Waffle-,and Provide one No.4 bar within 12 inches(305 mm)from the each side of the opening.
Screen-Grid: bottom of the opening.Top and bottom lintel In locations with wind speeds greater than 110 mph(177 lam/hr),
L>_2(0.61) reinforcement shall extend a minimum of 24 inches(610 townhouses in Seismic Design Category C,or all buildings in
mm)beyond the limits of the opening. Seismic Design Categories D,and D,,provide two No.4 bars or one
No.5 bar for the full height of the wall story within 12 inches(305
mm)of each side of the opening.
For SI: 1 inch=25.4 mm,1 foot=304.8 mtn,1 mile per hour=1.6091an/h.
NOTE:This table is based on concrete with a minimum specified compressive strength of 2,500 psi,reinforcing steel with a minimum yield strength of 40,000 psi and an assumed equiva-
lent rectangular cross section.This table is not intended to prohibit the use of ICF manufacturer's tables based on engineering analysis in accordance with ACI 318.
172 2003 INTERNATIONAL RESIDENTIAL CODE®
WALL CONSTRUCTION
TABLE R611.7(2)
MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS FOR FLAT LOAD-BEARING WALLSe'ec•a.'
NO.4 BOTTOM BAR SIZE
MAXIMUM CLEAR SPAN,(feet-inches)
(Number is Middle of Span,A)e
Supporting Light Framed Supporting ICF Second Story
Supporting Roof Only 2nd Story and Roof and Roof
MINIMUM LINTEL Ground Snow Load
THICKNESS,T LINTEL DEPTH,D
(inches) (inches) 30 psf 70 psf 30 psf 70 psf 30 psf 70 psf
8 4-9 4-2 3-10 3-4 3-5 3-1
(1-2) _ (0-9) _ (0-8) (0-6) (0-6) (0-5)
12 6-8 5-5 5-0 4-5 4-6 4-0
(1-11) (1-3) (1-1) (0-10) (0-10) (0-8)
3.5 16 11 6-5 6-0 5-3 5-4 4-10
(2-9) (1-9) • (1-6) (1-2) (1-2) (1-0)
20 8-11 7-4 6-9 6-0 6-1 5-6
(3-51 (2-31 (1-11) (1-6) (1-7) (1-3)
24 9-10 ( 8-1 7-6 1 6-7 6-9 6-1
(4-1) (2-9) (24) (1-10) (1-11) (1-6)
5-2 4-2 3-10 3-5 3-5 3-1
8 (1-10) (1-2) _ 1 (1-0) (0-9) (0-10) 1 (0-8)
12 6-8 5-5 5-0 4-5 4-6 4-1
(3-0) (2-0) (1-9) I (14) (1-4) (1-1)
5.5 16 7-10 6-5 6-0 5-3 54 4-10
(4-1) (2-9) (2-5) (1-1U) (1-11) (1-7)
20 8-10 7-3 6-9 6-0 6-1 5-6
(5-3) (3-6) (3-1) (24) (2-5) (2-0)
24 9-8 8-0 7-5 6-7 6-8 6-0
(6-3) (4-3) (3-8) (2-111 (3-0) (2-5)
8 5-2 4-2 3-11 1 3-5 3-6 3-2
(2-6) i (1-8) (1-5) (1-1) (1-1) (0-11)
12 6-7 5-5 5-0 4-5 4-6 4-1
(4-0) (2-8) (2-4) (1-10) (1-10) (1-6)
7.5 16 7-9 6-5 5-11 5-3 5-4 4-10
(5-5) (3-8) (3-3) (2-6) (2-7) (2-2)
20 8-8 7-2 6-8 5-11 6-0 5-5
(6-10) (4-8) (4-2) (3-3) (3-41 (2-9)
24 9-6 7-11 7-4 6-6 6-7 6-0
(8-2) (5-8) (5-1) (3-11) (4-1) (3-4)
8 5-2 4-2 3-11 3-S 3-6 ! 3-2
(3-1) (2-1) (1-9) (1-5) (1-5) (1-2)
9.5 12 6-7 5-5 5-0 4-5 4-6 4-1
(5-0) (3-4) { (3-0) 1 (2-4) (2-5) (1-11)
16 7-8 64 { 5-11 5-3 5-4 4-10
;:(6-9) {4-7} (4-2) � (3-3) (34) (2-8)
For SI: I inch=25.4 mm, 1 foot=304.8 mm,1 pound per square inch=6.895 kN/m2, 1 pound per square foot=0.0479 kN/m2.
a. This table is based on concrete with a minimum specified compressive strength of 2,500 psi,reinforcing steel with a minimum yield strength of 40,000 psi and an
assumed equivalent rectangular cross section.When reinforcement with a minimum yield strength of 60,000 psi is used,the span lengths in the shaded cells shall
be increased by 1.2 times the table values.
b. This table is not intended to prohibit the use of ICF manufacturer's tables based on engineering analysis in accordance with ACI 318.
c. Deflection criteria:Li240.
d. Design load assumptions:
Floor dead load is 10 psf Attic live load is 20 psf
Floor live load is 30 psf Roof dead load is 15 psf
Building width is 32 feet ICF wall dead load is 69 psf
Light-framed wall dead load is 10 psf
e. No.3 stirrups are required at d/2 spacing except no stirrups are required for the distance,(A),shown in the middle portion of the span in accordance with Figure
R611.7(2)and Section R611.7.3.2.
f. Interpolation is permitted between ground snow loads and between lintel depths.
2003 INTERNATIONAL RESIDENTIAL CODE® 173
WALL CONSTRUCTION
TABLE R611.7(3)
MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS FOR FLAT LOAD-BEARING WALLSa'b,o,a,t
NO.5 BOTTOM BAR SIZE
MAXIMUM CLEAR SPAN,(feet-inches)(Number is Middle of Span,A)e
Supporting Light Framed 2nd Story Supporting ICF Second Story and
Supporting Roof and Roof Roof
MINIMUM LINTEL Ground Snow Load
THICKNESS,T LINTEL DEPTH,D
(inches) (inches) 30 psf 70 psf 30 psf 70 psf 30 psf 70 psf
8 4-9 4-2 3-11 3-7 3-7 3-5
(1-2) (0-9) (0-8) (0-6) (0-6) (0-5)
12 7-2 6-3 5-11 5-5 5-5 5-0
(1-11) (1-3) (1-1) (0-10) (0-10) (0-8)
3.5 16 9-6 8-0 7-4 6-6 6-7 5 ll
(2-9) (1-9) _ (1-6) (1-2) (1-2) (1-01
20 11-1 9-1 8-4 7-5 a 7-6 6-9
(3-5) (2-3) (1-11) (1-6) (1-7) (1-3)
24 y:J 12-2 10-0 9-3 8-2 j 8-4 7-6
,:„r k rd . . .i - .: _-X..9 . t ...42-4)4 ,'r(1-10) { (1-11) (1-6)
8 5-6 4-10 4-7 4-2 4-2 3-10
(1-10) (1-2) (1-0) (0-9) (0-10) (0-8)
12
8-3 6-9 6-3 5-6 5-7 5-0 %'
(3-0) (2-01 (1-9) (1-4) (1-4) (1-1) _
9-9 8-0 7-5 i 6-6 6-7 6-0
5.5 16 (4-1) (2-9) (2-5) (1-10) (1-11) (1-7)
10-11 9-0 8-4 f 7-5 7-6 6-9
20 (5-3) (3-6) (3-1) (2-4) (2-5) (2-0)
24 12-0 19-11 9-3 8-2 8-3 7-6
(6-3) (4-3) (3-8) (2-11) (3-0) (2-5)
8 6-1 5-2 4-9 4-3 I 4-3 3-10
(2-6) 11-8) _ i1-5) (1-1) (1-1) (0-11)
12 8-2 6-9 6-3 5-6 i 5-7 5-0
(4-0) (2-8) (2-4) (1-10) (1-10) (1-6)
9-7 7-11 7-4 6-6 6 6-0
7.5 16 (5-5) (3-8) (3-31 (2-6) (2-7) _ (2-2)
10-10 8-11 8-4 7-4 I 7-6 6-9
20 (6-10) (4-8) (4-22) (3-3)_—. I (3-4) (2-9)
24 11-10 9-10 9-2 8-1 8-3 7-5
(8-2) (5-8) (5-1) (3-11) (4-1) (3_4)
8 6-4 5-2 4-10 4-3 1 1 3-11
(3-1) )2-1) , f1-9) (1-5) (1-5) (1-2)
12 8-2 6-8 6-2 5-6 5-7 5-0
(5-0) (3-4) (3-0) (2-4) (2-5) (1-11) -
9-6 7-11 7-4 6-6 ; 6-7 5-11
9.5 16 � (6-9) (4-7) (4-2) (3-3) (3-4) (2-8)
20
10-8 8-10 8-3 7-4 7-5 6-9
(8-4) I (5-10) (5-4) (4-2) I (4-3) (3-6)
24 i 11-7 9-9 9-0 8-1 8-2 7-5
I,. (10-0) (6-11) (6-5) (5-0) (5-2) (4-3)
For SI: 1 inch=25.4 mm,1 foot=304.8 mm,1 pound per square inch=6.895 kN/m',1 pound per square foot=0.0479 kN/m'.
a. This table is based on concrete with a minimum specified compressive strength of 2,500 psi,reinforcing steel with a minimum yield strength of 40,000 psi and an assumed equivalent
rectangular cross section.When reinforcement with a minimum yield strength of 60,000 psi is used the span lengths in the shaded cells shall be increased by 1.2 times the table values.
b. This table is not intended to prohibit the use of ICF manufacturer's tables based on engineering analysis in accordance with ACI 318.
c. Deflection criterion:L/240.
d. Design load assumptions:
Floor dead load is 10 psf Attic live load is 20 psf
Floor live load is 30 psf Roof dead load is 15 psf
Building width is 32 feet ICF wall dead load is 69 psf
Light-framed wall dead load is 10 psf
e. No.3 stirrups are required at d/2 spacing except no stirrups are required for the distance,(A),shown in the middle portion of the span in accordance with Figure R6I 1.7(2)and Section
R611.7.3.2.
f. Interpolation is permitted between ground snow loads and between lintel depths.
174 2003 INTERNATIONAL RESIDENTIAL CODE®
w FOUNDATIONS
w
TABLE R404.1.1(5) '
CONCRETE FOUNDATION WALLSh,t,l,k
MINIMUM VERTICAL REINFORCEMENT SIZE AND SPACING',d,e,t,
Soil classes'and design lateral soil(psf per foot of depth)
MAXIMUM GW,GP,SW and SP GM,GC,SM,SM-SC and ML SC,ML-CL and inorganic CL
MAXIMUM UNBALANCED 30 45 60
WALL BACKFILL Minimum wall thickness(inches)
HEIGHT HEIGHTb
(feet) (feet) 5.5 7.5 9.5 11.5 5.5 7.5 9.5 11.5 5.5 7.5 9.5 11.5
4 PC PC PC PC PC PC PC PC PC PC PC PC
5
5 PC PC PC PC PC PC PC PC PC PC PC PC
4 PC PC PC PC PC PC PC PC PC PC PC PC
6 5 PC PC PC PC PC PCg PC PC #4 @35" PCs PC PC
6 PC PC PC PC #5 @48" PC • PC PC #5 @36" PC PC PC
4 PC PC PC PC PC PC . PC PC PC PC PC PC
5 PC PC PC PC PC PC PC PC #5 @47" PC PC PC
7
6 PC PC PC PC #5 @42" PC PC PC #6 @43" #5 @48" PCs PC
7 #5 @46" PC PC PC #6 @42" #5 @46 PCs PC #6 @34" #6 @48" PC PC
4 PC PC PC PC PC PC PC PC PC PC PC PC
5 PC • PC PC PC #4 @38" PCs PC PC #5 @43" PC PC PC
8 6 #4 @37" PCg PC PC #5 @37" PC PC PC #6 @37" #5 @43" PCs PC
7 #5 @40" PC PC PC #6 @37" #5 @41" PC PC #6 @34" #6 @43" PC PC
8 #6 @43" #5 @47" PCg PC #6 @34" #6 @43" PC PC #6 @27" #6 @32" #6 @44" PC
4 PC PC PC PC PC PC PC PC PC PC PC PC
5 PC PC PC PC #4@35" PCg PC PC #5@40" PC PC° PC
6 #4 @34" PCg PC PC #6 @48" PC PC PC #6 @36" #5 @39" PCs PC
9
7 #5 @36" PC PC PC #6 @34" #5 @37" PC PC #6 @33" #6 @38" #5 @37" PCs
8 #6 @38" #5 @41" PCs PC #6 @33" #6 @38" #5 @37" PCg #6 @24" #7 @39" #6 @39"#4 @48"h
9 #6 @34" #6 @46" PC PC #6 @26" #7 @41" #6 @41" PC #6 @19" #7 @31" #7 @41" #6 @39"
4 PC PC PC PC PC PC PC PC PC PC PC PC
5 PC PC PC PC #4 @33" PCg PC PC #5 @38" PC PC PC
6 #5 @48" PCs PC PC #6 @45" PC PC PC #6 @34" #5 @37" PC PC
10 7 #6 @47" PC PC PC #6 @34" #6 @48" PC PC #6 @30" #6 @35" #6 @48" PCg
8 #6 @34" #5 @38" PC PC #6 @30" #7 @47" #6 @47" PCg #6 @22" #7 @35" #7 @48"#6 @45"h
9 #6 @34" #6 @41" #4 @48" PCg #6 @23" #7 @37" #7 @48" #4 @48"h DR #6 @22" #7 @37" #7 @47"
10 #6 @28" #7 @45" #6 @45" PC DR #7 @31" #7 @40" #6 @38" DR #6 @22" #7 @30" #7 @38"
For SI: 1 inch=25.4 mm, 1 foot=304.8 mm,1 pound per square foot=0.0479 kPa;1 pound per square foot per foot=0.157 kPa/mm.
•
a. Soil classes are in accordance with the United Soil Classification System.Refer to Table R405.1
b. Unbalanced backfill height is the difference in height of the exterior and interior finish ground levels.Where there is an interior concrete slab,the unbalanced back-
fill height shall be measured from the exterior finish ground level to the top of the interior concrete slab.
c. The size and spacing of vertical reinforcement shown in the table is based on the use of reinforcement with a minimum yield strength of 60,000 psi.Vertical rein-
forcement with a minimum yield strength of 40,000 psi or 50,000 psi is permitted,provided the same size bar is used and the spacing shown in the table is reduced
by multiplying the spacing by 0.67 or 0.83,respectively.
d. Vertical reinforcement,when required,shall be placed nearest the inside face of the wall a distanced from the outside face(soil side)of the wall.The distanced is
equal to the wall thickness,t,minus 1.25 inches plus one-half the bar diameter,db(d=t-(1.25+db/2).The reinforcement shall be placed within a tolerance of±3/8
inch where d is less than or equal to 8 inches,or± 1/2 inch where d is greater than 8 inches.
e. In lieu of the reinforcement shown,smaller reinforcing bar sizes and closer spacings resulting in an equivalent cross-sectional area of reinforcement per linear foot
of wall are permitted.
f. Concrete cover for reinforcement measured from the inside face of the wall shall not be less than 3/4 inch.Concrete cover for reinforcement measured from the out-
side face of the wall shall not be less than 11/2 inches for No.5 bars and smaller,and not less than 2 inches for larger bars.
g.The minimum thickness is permitted to be reduced 2 inches,provided the minimum specified compressive strength of concrete f:,is 4,000 psi.
h. A plain concrete wall with a minimum thickness of 11.5 inches is permitted,provided minimum specified compressive strength of concrete,f',is 3,500 psi.
i. Concrete shall have a specified compressive strength of not less than 2,500 psi at 28 days,unless a higher strength is required by note g or h.
j. "DR"means design is required in accordance with ACI 318 or ACI 332.
k. "PC"means plain concrete.
1. Where vertical reinforcement is required,horizontal reinforcement shall be provided in accordance with the requirements of Section R404.4.6.2 for ICF founda-
tion walls.
Reinforcement for openings in plain concrete
2) #5 rebar
:o extend 24
.aches beyond
opening. (2) #5 re.ar to extend
beyond op=ping. Doorway:
; do not re•uire rebar in
in bottom of opening.
•
s i
' s
� F
11
1909.6.3 Openings in walls.Not less than two No. 5 bars shall be provided around
window and door openings. Such bars shall extend at least 24 inches (610 mm) beyond
the corners of openings.
* All openings for windows and doors in structural plain concrete walls must be
bound by two No. 5 (16) bars as follows. For openings not extending to the bottom of
the wall, the bars must be placed on all four sides of the opening. For openings
extending to the bottom of the wall, the bars are only necessary along the sides and
top. To provide continuity at the corners of the openings, the bars must extend 24
inches (610 mm) past the corners. These extensions should occur at all four corners
of an opening not extending to the bottom of the wall, and at the two top corners for
other openings.
WALL CONSTRUCTION
NO. 4 CONTINUOUS BAR
AS REQUIRED IN
SECTION R611.7.1
TOP OF WALL STORY
L < 2' (0.61 m
FIG
R611.7(3)
FIG
R611.7(4)
611.7(5
FIG
R611.7(6)
611.7(7
MIDDLE OF SPAN, A.
NOT REQUIRING STIRRUPS
SEE TABLE R611.7(2), R611.7(3),
R611.7(4), R611.7(5), OR R611.7(8)
LINTEL REINFORCEMENT
�\ AS REQUIRED
ap
2
2
Z
2
24"
0.6 m
A
-- LINTEL -
1
2' 0.61 m 24"
0.6 m
WALL REINFORCEMENT
AS REQUIRED
SEE TABLE R611.7(2),
R611.7(3), R611.7(8),
R611.7(9) OR R611.7(10)
For SI: 1 inch = 25.4 mm.
NOTE: Section cut through flat wall.
186
OPEN REINFORCEMENT
AS REQUIRED PER
TABLE R611.7(1)
FIGURE R611.7(2)
REINFORCEMENT OF OPENINGS
1.5 IN. MIN.
2.5 IN. MAX. _
ilti FM
BEI UM
MIN EMI
MI MEI
EMI MU
••11 MEI
NMI lira
NMI ■■1
MI MEI
MI ■EI
MEI ••1
EMI Mit
EMI ■ ■I
NMI NMI
MEI ■ ■1
MI H!
1.5 IN. MIN.
2.5 IN. MAX.
NO. 4 BAR LINTEL
REINFORCEMENT REQUIRED
MINIMUM NO. 3 STIRRUP
AS REQUIRED
INSULATING FORM
HORIZONTAL LINTEL
REINFORCEMENT AS REQUIRED
FIGURE R611.7(3)
ICF LINTELS FOR FLAT AND SCREEN -GRID WALLS
2003 INTERNATIONAL RESIDENTIAL CODE®
city of
SPOKANE VALLEY BUILDING DEPARTMENT
11707 E. Sprauge Avenue,#106,Spokane Valley, Washington 99206- Tel 509-921-1000 -Fax 509-92008
1-1/4" to 2" maximum
•
Y
%��ff
•CZ,1;11
minimum
r 34"-38" Handrail \
rReturn ends to wall, or
terminate at newell post
,,� �lJ I
ra
Nosing 34"— 38"
of rrea I
I
Intermediate rail spacing or
pattern so that 4-inch sphere. loi , cannot pass through
4"
Ii' .-
-1
4"
1101.hibk.
Triangular area formed by tread, 6"
riser and guardrail so that 6 in • L
sphere can not pass through
•
•
REQUIRED WIDTH OFRUNSHALL REQUIRED WIDTH OF RUN SHALL Stair Dimensions
B E PROVIDED?.NTHIS LOCATION BE PROVIDED INTHIS LOCATION
•
• (SECTION 1003.3.3.8.2) ECTIONI003.3.3.8.2) 1 Width(36" minimunJ�) ,�
NOTE:HANDRAILS 1 Rise(4" minimum-,8"'maximum)
NOT SHOWN FOR CLARITY
. 4117
* , ...p/1 Run minimum)
T 6'MIN
111161MO
Plial Meal 6'MIN. 1 The greatest riser height within any flight of
stairs shall not exceed the samllest by more
than 3/8". Stair treads shall be of uniform size
�< ��, and shape,except the largest tread run within
.� 3- NOTE:HANDRAILS NOT �'
44 t- SHOwrIFORCIARITY any flight of stairs shall not exceed the smallest
S�ZS�� LtMITAT70N:APPLIES TO R-3 OCCUPANCY - STAIRWAY WIDTH
�' SECTIONLn03-3.3.R2) 1 by more than 3/8 inch.
AND PRIVATE STAIRWAYS IN R-1 OCCUPANCY (
PLAN VIEW PLAN VIEW Handrails
WINDING STAIRWAY ALTERNATE USE OF WINDERS 1
One required(two required if stair is open on
• sides)if there are four or more risers.
SrTBEADWIDTH _ ,
1 Height(34" to 38" above nosing of treads
MAXIMUM 0/2-INCH
g treads).
c
■FSTAIRS SHAH r �`� RISE BETWEEN TREADS
�i�uc T g§ �� 1 Projection (1-1/2 between handrail and wall).
)N ItM3.38.n 0Ik ¢ �� 71`r MIN. 1 Handrails shall be continuous the full length
.....4,a,' / `
'� / �\ of the stairs.Ends shall be returned or shall
` '` terminate in newel posts or safety terminals.
S • ',7i.,.% �����-' Guardrails
• •� CENTER SUPPORT z�-e 1 Required if 30" or more above grade.
2�15:4.
GOLVMN 9 g
41* �� .- 1 Height(36" high at landings-handrail height
. �rG LIMITATIONS:
at steps).
I. ONLY APPLIES TO R3 OCCUPANCY
iO . R-1 AND OCCUPANC ESRwAYS IN 1 Openings(small enough that a 4" diameter
2. UMITF_O
400 TO SOUAREI FEET MAXIMUM. sphere can not pass through).
PLAN VIEW PLAN VIEW •
CIRCULAR STAIRWAY SPIRAL STAIRWAY
• ACCEPTABLE SHAPES AND INSTALLATIONS--HANDRAIL
Jj1$/4i Tor 1 11!a• 1v¢
TO Z MIN
•
WALL
. '.. ( :11
LL
4 Y
0 Rd t`'ii[Y;rri§itr=_ g
.
I v=
-te•To r HANDRAIL MIN.
_-.
qa./2'MAX-
.....Hr tiiii rEtai Ntliiig ...r..iii4 IiI ilnig4;;;R:ii:::;Vi; - - -
A • ' Iv
WALL of
It,Z
NOT ACCEPTABLE -�
•
THE HANDRAIL DETAIL SHOWN HERE DOES NOT COMPLY WITH
THE'CONTINUOUS'TERMINOLOGY IN THE CODE.
HANDRAIL CONTINUITY '/
•
• 1 1 ...,
Fr ,.
•NOTACCEPTABLE NOT ACCEPTABLE
•
,ote that while every effort is made to assure the accruacy of the information contained in this brochure it is not warranted for accuracy.
ument is not intended to address all aspects or regulatory requirements for a project and should serve as a starting point for your investiga-
•detailed information on a particular project, permit, or code requirement refer directly to applicable file and/or code/regulatory documents or
he appropriate division or staff.
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
34'CLEAR -I
20"MIN
MIN
OPENABLE
/' AREA
�5.7 SQ FT MIN 41"CLEAR
(5.0 SO FT MIN
@ GRADE
FLOOR) OPENABLE AREA 24"CLEAR
5.7 SO FT MIN MIN
(5.0 SO 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
Grade 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 DWINDOW WELL DIMENSIONS
11///
\\\'///.
LADDER OR STAIR \\\ I �0
REQUIRED ,///.
\\\ I 36'MIN
\\
'/// \\ EMERGENCY ESCAPE ■
/// OR RESCUE OPENING \\v"\ %//‘\\\ \\\'/ii\\\"///'\\\'///
\\ WITH FINISHED SILL
'/// HEIGHT BELOW
\\\1///,\\\�/// 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.
LF11!
DEVELOPMENT, LLC
To: City of Spokane Valley
Spokane County
Any Utility Company Affected
12402 N. Division St # 244 ♦ Spokane, WA 99218
Phone (509) 232.4277 a Fax (509) 232.4276
To Whom It May Concern:
LewRad Development has hired Jim Dehaas of Invest Northwest to move the existing home on our
property located at 16513 E Valleyway Ave to another location on the same property. That
property is also known as Sub -04 -07 which was recently approved by the Hearing Examiner. Our
intent is to move the home from its current location to lot 1, block 3 of the future subdivision. I
have attached a plat map showing the existing and future location as well as a detail map showing
the exact location of the home relative to the building set back lines. Our surveyor has staked the
building set back lines on the property as well.
Please do not hesitate to contact me with any questions or comments in this regard.
Sincerel
Tim Le is
Manager /Member
LewRad Development, LLC.
Cell 509 - 951 -6959 timlewisconstruction @comcast.net
2i3
City of Spokane Valley
11707 E Sprague Suite 106
1T Residential Spokane Valley,WA 99206
po ne Phone:09.688.00376
Fax:509.688.000
Occupancy Approval Print Date
40000ValleY Wednesday,February 10,2010
Project#: 08001095
Our records confirm that inspections were made as listed below. An approved final inspection
indicates that occupancy was approved at the following location for the use indicated:
Address: 16521 E ALKI AVE
Owners Name: LEWARD DEVELOPM
Parcel# 45134.3101
MOVE HOUSE FROM 16513 E VALLEY WAY TO LT 1 BLK 3 MEADOW CREST EST
Inspection Summary
Inspection Date Description By Status
2/8/2010 FINAL Bebout,Bob D APPROVED
1/26/2010 FINAL Bebout,Bob D CORRECTIONS REQUIRED
12/3/2008 GENERAL INFORMATI Bebout,Bob D INFORMATION ONLY
11/12/2008 SUB-SLAB/RADON Bebout,Bob D APPROVED
5/7/2008 UNDERGROUND Bebout,Bob D APPROVED
4/8/2008 FOOTINGS Bebout,Bob D APPROVED
4/8/2008 SETBACKS Bebout,Bob D APPROVED
Page 1 of 2
City of Spokane Valley
11707E Sprague Suite 106
SiökaneResidential Su Fax:509.688.000
Oc cup an cy Print Date
.0•OValley Wednesday,
February 10,2010
Approval
Project #: 08001095
Page 2 of 2