2013, 08-12 Permit App: BLD-2013-1619 ResidenceEll
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Community Development Department
Permit Center
11703 East Sprague Avenue, Suite B-3
Spokane Valley, WA 99206
Tel: (509) 688-0036
Fax: (509) 688-0037
perm itcenter�sooka neva l ley. o roitcenter�sooka neva I ley. o ro
(Staff Use Only)
PERMIT NUMBER:
PERMIT
RESIDENTIAL CONSTRUCTION PERMIT APPLICATION
Q NEW CONSTRUCTION
❑ DECK
BUILDING OWNER
❑ ADDITION/ REMODEL ❑ ACCESSORY BUILDING
❑ OTHER
LEGAL DESCRIPTION:
NAME: %)onnn 4- 7\�upj � )"5r1,CV
ADDRESS: 1 7 " / 06 4r -60-
Crry: SPOKANE VALLEY STATE: WA ],Ip:
PHONE: 30 f — S % — 7.7"7✓ FAX: CELL:
CONTACT NANO: " C'� AQ
PHONE: X22 -q3 f1 X:92��i GILL:
CONTRACTOR NAME: PLA II as C�N>*7QA!`�rtQS.T.uc
MAD.INO ADDRESS: //a02, T E, CSPIZ49u'e /4U -Q_
Cr": SPOKANE VALLEY STATE: WA zip: 9`1-C,37
COMTR WWW LICENSE NO.: BULLDC1933M5 mmm:7/25/13 7/25/13 Cy7Y BUSINESS LICENSE NO.: BULLDCI1
DESCRIBE THE SCOPE OF WORK IN DETAIL AND INDICATE USE
****YOU MUST COMPLETE THE FOLLOWING****
MARK N/A IF NOT APPLICABLE
Height toDimension_
(7
,;j(1 icyJ
No. of Stories:
Total Habitable
Space: Oc;
Main Floor SQ FT:
Upper Floor $Q FT:
Unflnished BSement SQ
FT:
Finished Bas ent SQ
FT: 1p
Garage SQ FT:
170;0
Deck/Covered Patio SQ
FT;
ImperviousSyrface
Area: /
30% Slopes on
Property:
No. of Bedrooms:
Construction e: Rtti&
Heat Source: LL
S or Septic:
TOTAL COST OF PROJECT: $ �Za
The permitted verifies, acknowledges and agrees by their signature that: 1) if this permit is for construction 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) The City of
Spokane Valley permit is nota it or appq6val for any violation of federal, state or local laws, codes or ordinances. 6) Plans or additional
information may bMquired ty be ubmittedd subsequently approved before this application can Pe processed.
/ f — Page 1 of 2
Administration\03 Forms - Official Versions\Permit Center\Residential Construction Permit
App 10.28.07.doc
• • Tar¢et Date sheet
7
Spokane
jVallev
ForttUse Only
PLUS Project �C
Project Address
rix -10u F= s -m AW
11703 E Sprague Ave Suite B-3 ♦ Spokane Valley WA 99206
509.720-5240 ♦ Fax: 509.688.0037 ♦ pennitcenter®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 42Z 1 13
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 orpermit issuance.
Tips for a Smoother Proiect 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 ifyou 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.
CD -003 V-7/ 06-21-11 Page 1 of I
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DEPT. APPROV
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Aug 2913 09:13a H&S Construction 509-9283406 p.1
SPOKANE COUNTY UTILITIES
4umber.SW_13001311 PERMIT
Desaiptfon:
39mct Name:
Wnary Contact
1
he Address:
rcel Number:
SEWER CONNECTION
CLEMENT
H & S CONSTRUCTION
Applicant:
509-926-8964
Address:
Phone:
Email:
17406 E STH AVE
55192.1804 Ovmer:
Address:
Phone
lessors Description: APPLE VALLEY ESTATES 2ND ADD L4 B3 Email:
pection Area: :(509)-477-3675
Water District: Consolidated Irrigation
n9:
District k19
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ON"123KF, Exp, 05/0812015
i CONSTRUCTION
7 E VALLEYWAY SPOKANE VALLEY, WA
6
126-8964
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TAIL:
sing - Utilities
Permit
LIONS•
526.32
$125.00
Total Fee:2
Permit Issued Date: 07/26/2013
Expiration Date: 07126/2014
H & S CONSTRUCTION
11817 E VALLEYWAY
SPOKANE VALLEY, WA 99206
509-926-8964
CATLING, CAROLINE
16017 E LONGFELLOW
SPOKANE, WA 99216
Fire District: Spokane Valley Fire
Land Area: 9122 Square Feet
Quantity Unit Charge Value
riew fee is required for all site plan reviews conducted by Spokane Valley Fire,
'ublic Transit Benefit Area — — — — — _ _ _ _ _ _
800.424-5555 BEFORE YOU DIGl LEAST 2 WORKING —DA .
—Y
.
AYS IN ADVANCE. —SP.—O
K.—A
.NE COUNTY —C—'
--DE REQUIRES THE -
-ER COMELY WITH ALL REQUIREMENTS OF THE WA STATE DEPT OF LABOR - INDUSTRIES, INCLUDING THOSE
:D TO TRENCH SAFETY.
PERMITS ARE VALID FOR ONE (1) YEAR FROM THE DATE OF ISSUANCE. FOR SEWER INSPECTIONS CALL THE UTILITIES
f (509) 477-3604 F,40M 8:30-5:00 MONDAY -FRIDAY PRIOR TO COVER. ONE WORKING DAV NOTICE REQUIRED. PERMIT
i F_OR A_30-M_(N_UT_E INS_PECTIO_N. gpDITION_AL IN_SPE_CT(ON F_EESpL_Y gF_TE_R 30_MI_NU_TNOT
ER IS RESPONSIBLE TO INSURE ALL WASTEWATER DRAINS ARE CONNECTED 70 THE SEWER AND MAYBE REQUIRED
ORM TESTS FOR VERIFICATION. INSTALLER IS TO FfELD LOCATE AND CONFIRM THE ELEVATION AND POSITION OF
6TUB PRIOR TO ANY OTHER EXCAVATION_ _ _
=d: 07/26/2013 08:49:55 _ -- —
Project Coordinator. Dawn Dompier
BY:,
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DEPT.APPPOV
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FOUNDATIONS
INSULATION DETAIL
FIASHING PER SECTION R703.8
SLASGNGROIIND FOUNDATION FLOOR
INSULATION PROTECTION PER SECTION R403.3.1\ / PER SECTIONS R403.1 AND R808
40
SLOPE FINAL GRADE PER SECTION R3.3.2.
rv�minn�rin. a..mm�connv VERTICAL WALL INSUALTIOW
WASHED GRAVEL OR CRUSHED
STONE DRAINED PER SECTION
R403.3.2 HORIZONTAL INSUTATION'
HORIZONTAL INSULATION PLAN
For SI: 1 inch = 25.4 mm.
a. See Table R403.3(1) for required dimensions and R -values for vertical and horizontal insulation and minimum footing depth.
FIGURE R403.3(1)
INSULATION PLACEMENT FOR FROST PROTECTED FOOTINGS IN HEATED BUILDINGS
TABLE R403.3(1)
MINIMUM FOOTING DEPTH AND INSULATION REQUIREMENTS FOR FROST -PROTECTED FOOTINGS IN HEATED BUILDINGS'
AIR FREEZING
INDEX
(•F-daysp
5'
VERTICAL
INSULATION
R-VALUEad
HORIZONTAL INSULATION
R -VALUE"*
Along walla At comers
HORIZONTAL INSULATION DIMENSIONS
PER FIGURE R403.3(1) (Inches)
A B C
1,500 or less
-;1N.Ax
4.5
Not required
rv�minn�rin. a..mm�connv VERTICAL WALL INSUALTIOW
WASHED GRAVEL OR CRUSHED
STONE DRAINED PER SECTION
R403.3.2 HORIZONTAL INSUTATION'
HORIZONTAL INSULATION PLAN
For SI: 1 inch = 25.4 mm.
a. See Table R403.3(1) for required dimensions and R -values for vertical and horizontal insulation and minimum footing depth.
FIGURE R403.3(1)
INSULATION PLACEMENT FOR FROST PROTECTED FOOTINGS IN HEATED BUILDINGS
TABLE R403.3(1)
MINIMUM FOOTING DEPTH AND INSULATION REQUIREMENTS FOR FROST -PROTECTED FOOTINGS IN HEATED BUILDINGS'
AIR FREEZING
INDEX
(•F-daysp
MINIMUM FOOTING
DEPTH, D
(Inches)
VERTICAL
INSULATION
R-VALUEad
HORIZONTAL INSULATION
R -VALUE"*
Along walla At comers
HORIZONTAL INSULATION DIMENSIONS
PER FIGURE R403.3(1) (Inches)
A B C
1,500 or less
12
4.5
Not required
Not required
Not required
Not required
Not required
2,000
14
5.6
Not required
Not required
Not required
Not required
Not required
2,500
16
6.7
1.7
4.9
12
24
40
3,000
16
7.8
6.5
8.6
12
24
40
3,500
16
9.0
8.0
11.2
24
30
60
4,000
16
10.1
10.5
13.1
24
36
60
For SI: 1 inch = 25.4 mm, OC = [(OF) - 32]/1.8.
a. Insulation requirements are for protection against frost damage in heated buildings. Greater values may be required to meet energy conservation standards.
b. See Figure R403.3(2) or Table R403.3(2) for Air Freezing Index values.
c. Insulation materials shall provide the stated minimum R -values under long-term exposure to moist, below -ground conditions in freezing climates. The
following R -values shall be used to determine insulation thicknesses required for this application: Type H expanded polystyrene -2.4R per inch; Type IV
extruded polystyrene -4.5R per inch; Type VI extruded polystyrene -4.5R per inch; Type IX expanded polystyrene -3.2R per inch; Type X extruded polystyrene -
4.51? per inch.
d. Vertical insulation shall be expanded polystyrene insulation or extruded polystyrene insulation.
e. Horizontal insulation shall be extruded polystyrene insulation.
82 1. 2012 INTERNATIONAL RESIDENTIAL CODE®
2. More than 10 percent of the soil particles pass a
No. 200 sieve (75 µm), determined in accordance
with ASTM D 422.
3. More than 10 percent of the soil particles are less
than 5 micrometers in size, determined in accor-
dance with ASTM D 422.
4. Expansion Index greater than 20, determined in
accordance with ASTM D 4829.
R403.2 Footings for wood foundations. Footings for wood
foundations shall be in accordance with Figures R403.1(2)
and R403.1(3). Gravel shall be washed and well graded. The
maximum size stone shall not exceed '/4 inch (19.1 mm).
Gravel shall be free from organic, clayey or silty soils. Sand
shall be coarse, not smaller than'/16 inch (1.6 mm) grains and
shall be free from organic, clayey or silty soils. Crushed stone
shall have a maximum size of'/, inch (12.7 mm).
R403.3 Frost -protected shallow foundations. For buildings
where the monthly mean temperature of the building is main-
tained at a minimum of 64°F (180C), footings are not
required to extend below the frost line when protected from
frost by insulation in accordance with Figure R403.3(1) and
Table R403.3(1). Foundations protected from frost in accor-
dance with Figure R403.3(1) and Table R403.3(1) shall not
be used for unheated spaces such as porches, utility rooms,
garages and carports, and shall not be attached to basements
or crawl spaces that are not maintained at a minimum
monthly mean temperature of 64°F (18°C).
Materials used below grade for the purpose of insulating
footings against frost shall be labeled as complying with
ASTM C 578.
R403.3.1 Foundations adjoining frost -protected shal-
low foundations. Foundations that adjoin frost -protected
shallow foundations shall be protected from frost in accor-
dance with Section R403.1.4.
R4033.1.1 Attachment to unheated slab -on -ground
structure. Vertical wall insulation and horizontal insula-
tion of frost protected shallow foundations that adjoin a
slab -on -ground foundation that does not have a monthly
mean temperature maintained at a minimum of 64°F
(18°C) shall be in accordance with Figure R403.3(3) and
Table R403.3(1). Vertical wall insulation shall extend
between the frost protected shallow foundation and the
adjoining slab foundation. Required horizontal insula-
tion shall be continuous under the adjoining slab founda-
tion and through any foundation walls adjoining the frost
protected shallow foundation. Where insulation passes
through a foundation wall, it shall either be of a type
complying with this section and having bearing capacity
equal to or greater than the structural loads imposed by
the building, or the building shall be designed and con-
structed using beams, lintels, cantilevers or other means
of transferring building loads such that the structural
loads of the building do not bear on the insulation.
FOUNDATIONS.
R403.3.1.2 Attachment to heated structure. Where a
frost -protected shallow foundation abuts a structure
that has a monthly mean temperature maintained at a
minimum of 64°F (18°C), horizontal insulation and
vertical wall insulation shall not be required between
the frost -protected shallow foundation and the adjoin-
ing structure. Where the frost -protected shallow foun-
dation abuts the heated structure, the horizontal
insulation and vertical wall insulation shall extend
along the adjoining foundation in accordance with Fig-
ure R403.3(4) a distance of not less than Dimension A
in Table R403.3(1).
Exception: Where the frost -protected shallow foun-
dation abuts the heated structure to form an inside
corner, vertical insulation extending along the
adjoining foundation is not required.
R403.3.2 Protection of horizontal insulation below
ground. Horizontal insulation placed less than 12 inches
(305 mm) below the ground surface or that portion of hor-
izontal insulation extending outward more than 24 inches
(610 mm) from the foundation edge shall be protected
against damage by use of a concrete slab or asphalt paving
on the ground surface directly above the insulation or by
cementitious board, plywood rated for below -ground use,
or other approved materials placed below ground, directly
above the top surface of the insulation.
R403.3.3 Drainage. Final grade shall be sloped in accor-
dance, with Section R401.3. In other than Group I Soils, as
detailed in Table R405.1, gravel or crushed stone beneath
horizontal insulation below ground shall drain to daylight
or into an approved sewer system.
R403.3.4 Termite damage. The use of foam plastic in
areas of "very heavy" termite infestation probability shall
be in accordance with Section R318.4.
R403.4 Footings for precast concrete foundations. Foot-
ings for precast concrete foundations shall comply with Sec-
tion R403.4.
R403.4.1 Crushed stone footings. Clean crushed stone
shall be free from organic, clayey or silty soils. Crushed
stone shall be angular in nature and meet ASTM C 33,
with the maximum size stone not to exceed'/, inch (12.7
mm) and the minimum stone size not to be smaller than
'/,6 -inch (1.6 mm). Crushed stone footings for precast
foundations shall be installed in accordance with Figure
R403.4(1) and Table R403.4. Crushed stone footings shall
be consolidated using a vibratory plate in a maximum of
8 -inch lifts. Crushed stone footings shall be limited to
Seismic Design Categories A, B and C.
R403.4.2 Concrete footings. Concrete footings shall be
installed in accordance with Section R403.1 and Figure
R403.4(2).
2012 INTERNATIONAL RESIDENTIAL CODE® 81
TYPICAL SUBSLAB DEPRESSURIZATION
PASSIVE RADON SYSTEM
GRADE
GRAVEL
PASSIVE RADON SYSTEM USING
DRAIN TLE LOOP
POLYETHYLENE
SHEETING
DRAI N TILE LOOP
PASSIVE RADON SYSTEM VENTED
THROUGH SUMP
GRADE
OLYETHYLENE
HEETING
SUMP PIT
APPENDIX F
TMENE
NG
SUBMEMBRANE DEPRESSURIZATION SYSTEM
FORCRAWLSPACE
GRADE
GRAVEL
ATTIC
LIVING AREA
I
CRAWLSPACE
POLYETHYLENE
FIGURE AF102
RADON -RESISTANT CONSTRUCTION DETAILS FOR FOUR FOUNDATION TYPES
PERFORATED
DRAIN TILE
2012 INTERNATIONAL RESIDENTIAL CODE' I - 827
U
WAMBEKE ENGINEERING 2913 East 61" Court
Daniel Wambeke, P. E. Spokane, WA 99223
Telephone: 509-443-6186 • Fax: 509-448-6582 • dwambeke @msn.com
August 1, 2013
Mr. Jeff Newcomb
BULLDOG CONTRACTORS INC.
16024 E. Sprague Avenue
Spokane Valley, WA 99037
SUBJECT: 30'X 50'x 10' POST FRAME BUILDING FOR JOHN & RUTH BISHOP, 17406 E. 5T" STREET,
SPOKANE VALLEY, WA
Dear Jeff:
This post frame building has been sold to Mr. & Mrs. Bishop for construction on their lot in
Spokane Valley using the standard post frame building plans I have prepared for Bulldog Contractors, Inc. The
required loads for this building are 30 PSF roof live (snow) load, 110 MPH wind speed, Exposure B, Seismic Design
Category C and 2,000 PSF allowable soil bearing pressure. Posts are spaced @ 10' o. c. and the building has a 4:12
roof pitch.
I checked this building for the diaphragm design characteristics used in the standard post frame building design. The
rear endwall has a 16' x 8' overhead door. There is sufficient steel sheeting on this endwall to transfer lateral loads
on the roof and wall to the base of the building.
The rear endwall has a 6' French door and a 4' x 3' window. There is sufficient steel sheeting on this endwall to
transfer lateral loads on the roof and wall to the base of the building.
The left sidewall has a 3' pass door and a 4'x 3' sliding window. The right sidewall has a 6'x 4' sliding window and a
4'x 3' sliding window. Sidewall openings do not affect the lateral load resistance of the building.
You may use the standard 30 PSF post frame building plans to construct this building.
Please contact me if you have any additional questions about the design of this building
Sincerely,
4t� Lk
Daniel Wambeke, P. E.
Enclosure
71 1 MA
Project
RECEIVED
AUG 15 2013
CSV PERMIT CENTER
SUB # RE'4 # �
Designer of Small Structures, Post Frame Buildings, Foundations,
Light Gauge Steel Framing and Grain Storage Systems
Spokane Ua%lr� I I,J�
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