2008, 12-01 Permit App 08001899 Garage on FloodplainProject Number: 08001899 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project Information:
Date: 12/1/2008 Page 1 of 2
Permit Use: NEW 20X 24 GARAGE ON FLOOD PLAIN
Setbacks: Front
Left: Right: Rear:
Site Information:
Plat Key: 003208 Name: SP-0421-86
Contact: J. A. SWIFT ENTERPRISES
Address: 13005 N PITTSBURG
C - S - Z: SPOKANE, WA 99208
Phone- (509) 939-1908
Group Name:
Project Name:
District: Sout
Parcel Number: 45294.9088 Block:
SiteAddress: 2610 S DISHMAN-MICA RD
Location:: CSV
Lot:
Owner: Name: MORRISON, JAMES A & LOIS A
Address: 2610 S DISHMAN MICA RD
SPOKANE, WA 99206-3334
Zoning: R-2 SF Res Suburban District
Water District: 101 SPO CO WATER DIST#3B
Area: 1.57 Acres Width: 0
Nbr of Bldgs: F' - Nbr of Dwellings: 1
Review Information:
Hold: ❑
Depth: 0 Right Of Way (ft): 70
Review
Flood Plain
Released, By:
OK PER DEANNA TO RELEASE
Originally Released: 12/1/2008 By: JLMain
Building Plan Review
Released By:
Other Reviews
Originally Released: 5/21/2008 By: tmelbourn
Released By:
Originally Released: 12/1/2008 By: JLMain
Landuse/Zoning/HE Conditions
Operator: jmm
Released' By:
Originally Released: 5/27/2008 By: kkendall
Printed By: jmm Print Date: 12/1/2008
Project Number: 08001899 Inv: 1
Permits:
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 12/1/2008 Page 2 of 2
Contractor: J A SWIFT ENTERPRISES
Address: 13005 N PITTSBURG
SPOKANE, WA 99208
Building Permit
Firm: DALE SWIFT/J A SWIFT ENTERP
Phone: (509) 468-5975
This Application: Total Project:
Description Grp Type Notes Su Ft Valuation Sq Ft Valuation
GARAGE U-1 VB 480 $9,120.00 480 $9,120.00
Item Description
RESIDENTIAL PERMIT FEE
ACCESSORY PLANS REVIEW
WSBC SURCHARGE
Totals: 480 $9,120.00 480 $9,120.00
Units Unit Desc Fee Amount
1 SELECT $181.25
1 SELECT $45.31
1 SELECT $4.50
Permit Total Fees:
$231.06
Notes:
Driveway from Dishman-Mica Road to 20' x 24' garage shall be paved with asphalt, concrete or some
hard surface except gravel.
WILL NEED SEWER CONNECTION PERMIT FROM COUNTY BEFORE ISSUANCE OF
MANUFACTURED HOME PERMIT
Conditions of approval exist for lots served by Ponderosa Ln. A habitat management plan is on file.
See file for Ponderosa Ln. - jforry
Payment Summary: =
Permit Type
Building Permit
Fee Amount Invoice Amount Amount Paid Amount Owing
$231.06 $231.06 $0.00 $231.06
$231.06 $231.06 $0.00 $231.06
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: 12/1/2008
Spokane
FValley.
Community Development
Residential Construction
Permit Application
Permit Center
11703 E Sr Ye Ave, Suite B-3
Spokane Vancy, WA 99206 - D BY
(509)688-0036 FAX: (509)688=0037`-{ddALLEY
www.spokanevalley.org
r3Y;��`,
41iST
ilNea Gnstruction
Yo emodel
Other:
PERMIT NUMBER:
PERMIT FEE:
(l Accessory Bldg
❑ Deck
SITE ADDRESS: 269 (0 S 1( [ 4400- L t t% C.q
ASSESSORS PARCEL NO: 1 5 Z q "i ` r 8 D LEGAL DESCRIPTION:
Building Owner:
Name: I ✓Vl
n�`.
► V 0/sac 50 V
Address: (/ 0
s 6 I s k ro a vt
777(c.c.0
City: ^vR 1 (�
State: LOc&
Zip:
Phone: ' 0 q _
6,___ 6 6 (q Fax:
Contact Person
Name: )0 C-C . rA�a
Phone: 7g — / io A
Describe the scope of work in detail:
Contractor:
Name: S fGi . .--;_do, c+ ,`C,,, o, i
I
Address:
N
13 006 I' t.TS(/cty,
City: S‘a K ,e State Zip: c i06
Phone: 4 68- 5FO5 Fax: 468 _ e(LI 4
Contractor Lie No:
S 1A r,G , ExpDZZat ,70 (_ 0e-- / O
U�55
City Business Lic. No:
Cost of Project: $
Z3o00
bct, lcl •GC.VcLO e
Proposed Use: `PiviS wt&_,
**************The following MUST be complete: (write N/A if not applicable)**********************
HEIGHT TO PEAK: K:
DIvkel C NS: 7� v
Zi tAt_
# OF STORIES:
I
TOTAL HABITABLE SPACE:
MAIN FLOOR TO SQ.
FTG:
2"" FLOOR SQ. FTG:
UNFIN BASEMENT SQ. FTG:
-
IMPERVIOUS SURFACE
AREA:
FINISHED BASEMENT
SQ. FTG:
GARA FTG:
DECK/COV. PATIO SQ. FTG:
30% SLOPES ON
PROPERTY:
# OF BEDROOMS:
CONSTRUCTION TYPE:
HEAT SOURCE:
SEWER ORS?
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 ity of Spokane Valley Permit is not a permit or approval for any violation of federal, state or
local laws, codes or ordinances. 6) Pla qf additional information may be required to be submitted, and subsequently approved before
this application cancesse,
SIGNATUR
Method of Payment:
❑ Cash
Bankcard #:
❑ Check
DATE:
❑ Mastercard ❑ VISA
Expires: VIN#:
Authorized Signature:
REVISED 2115/07
Spokane 11703 E Sprague Ave Suite B-3♦ Spokane Valley WA 99206
♦509.688.0036 4 Fax: 509.688.0037 •
jValley®
E
0
13
E
❑X
13
Completed Building and Mechanical Application with: Accurate address, Parcel
Number and/or Legal Description, description of work, owner and contractor
information, signature and date.
Three (3) sets of plans including Site Plan, elevations, floor plans, foundation plans
with details, roof plan, framing plans and details.
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.
Egress windows: Provide at least one window or exterior door approved for
emergency escape or rescue from basement and in every room for sleeping.
Floor framing details: Joist type, size, spacing and installation details.
Roof framing plan and details
Furnace and hot water heater location
All header locations: type, size and connections
Foundation plan
Insulation information
Decks and Stairway details
All braced wall panel types: show locations and details of installation, including
engineered design
Smoke detector locations
22" x 30" attic access location
18" x 24" crawl space access
One -hour separation detail: between house and garage
Spokane
Valley
For City Use Only
PLUS Project Number - j g9 9
Project Addresses (4j 064d na-�
11703 E Sprague Ave Suite B-3 • Spokane Valley WA 99206
509.688.0036 • 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.
5 12 4.g. /15
Your application review TARGET DATE is
The TARGET DATE is the date we estimate your project application will have had its initial technical
L 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.
i 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.
i 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.
WHITE -APPLICANT PINK - BUILDING FILE REV 9/07
San'oe� CITY OF SPOKANE VALLEY
pkane Community Development Department
1ev Current Planning Division
J 11707 East Sprague Avenue, Suite 106
Spokane Valley, WA 99206
Tel: (509) 921-1000
Fax: (509) 921-1008
plannino(a sookanevallev.oro
(For Staff Use Only)
DATE SUBMITTED: RECEIVED BY:
FILE No./NAME:
CURRENT PLANNING FEE: '
ENGINEERING FEE:
FLOODPLAIN DEVELOPMENT APPLICATION
PART I — APPLICATION INFORMATION
APPLICANT INFORMATION: _
APPLICANT: nyyzT 4 ']sent e/-, .-%�'�tf�415c5
MAILING ADDRESS: / 3 OCR 5 /3 Pi S, u�5
Cm': s9) K cone QSTATE�p
:7 �Lf G ZIP: ? 2O 8
PHQNE: (HOME/WORK) 468-5 / / _5 (FAx) '7' ,/6 p - 42 7 4 (CELL) 9. (-" / ! O 8
Please Cade
NOTE: IF APPLICANT IS NOT THE OWNER, INCLUDE WRITTEN OWNER AUTHORIZATION FROM THE LEGAL OWNER BELOW:
OWNER INFORMATION:
LEGAL OWNER: l / `0v't' i
MAILING ADDRESS: 2 & /O S Q % s cr t4sn1 /!,f lrCet
CITY: C--I CY Ocz.J Ctiy STATE: I/k_DC(
/}
PHONE: (HOME/WORK) 7 2 (O 1 ! I FAX)
Please Circle
(CELL)
ZIP:
PART II — SUBMITTAL REQUIREMENTS
All Floodplain Permit Applications shall contain the following required information. If required and not
submitted, the application will be returned to the applicant as incomplete:
❑ Three (3) to -scale (minimum scale is 1 inch = 20 feet) site plans showing the nature, location,
.dimensions and elevation of the property and identifying the portion of the propeity4_4„C.aed within
the designated floodplain, existing or proposed structures, location of proposed fill,;locat on.of
storage of materials, and the location of drainage facilities.
❑ Proposedelevation in relation to mean sea level of the lowest floor including basement of all
structures
Proposed elevation in relation to mean sea level for any structure that has been flood -proofed.
❑ For non-residential construction only, certification by a registered professional engineer or
architect that flood -proofing methods for any non-residential structures meet the flood -proofing
criteria of Section 5.06.08.2 of the City's Floodplain Ordinance.
❑ Written description if applicable describing the extent to which a watercourse will be altered or
relocated as a result of the proposed development.
No Rise Certification.
Version 2 04-05
PARCEL NUMBER(S) OF SITE:
PART III - PROJECT INFORMATION
v527o8S
STREET ADDRESS OF SITE (if any): e2 Co 10 5 D i S Uvt° i yV t i Cc
SIZE OF SUBJECT PROPERTY (square feet): COP 00 {: I Z. C4-Z
EXISTING ZONE CLASSIFICATION(S): P -Z
LIST PREVIOUS LAND USE ACTIONS INVOLVING THIS PROPERTY: S P 8 5 - 4z I
Areas of Special Concern: Pursuant to Section 5.06.13 of the Spokane Valley Floodplain
Ordinance, the following areas shall not be covered by impervious surfaces or fill unless an
engineering study prepared by a professional engineering licensed in the State of Washington is
completed that shows no impact to the ability of the floodplain to infiltrate, store and release
floodwaters. Please check the box if your property is located in one of these areas:
E Chester Creek (downstream of Mohawk Road)
❑ Saltese Creek (all areas of ponding and infiltration)
❑ Forker (south of the intersection of Forker Road and Progress Road)
❑ Central Park (west of Park Road)
❑ Glenrose (west of Carnahan Road and south of 8th Avenue)
DESCRIPTION OF WORK:
1. Proposed Development Descriptions (check boxes that apply):
E New Construction 0 Alteration & Repair ❑ Stream Alteration
E Manufactured/Modular Housing 0 Road, Culvert, Utilities
0 Other - Describe:
2. Types of Construction (check boxes that apply): 0 New or Existing Residential: Re p(ctc-y t 5 f--1,1 ,J N� ot* square feet
O Addition: / f 1 square feet
2/Accessory Structure: /%44cce-Lt6 o r/a JC r square feet
0 Renovation: ❑ Interior ❑ Exterior
❑ Temporary
0 New Non -Residential
0 Repair
❑ Utility Installation
O Other - Describe:
For Alterations, Additions or Improvements to an Existing Structure: If the cost of the
proposed construction equals or exceeds 50 percent of the market value substantial
improvement requirements shall apply. Please answer the following questions:
a. What is the estimated market value of the existing structure?: $
b. What is the estimated cost of the proposed construction?:$
Version 2 04-05 2
3. Filling & Grading (check boxes that apply):
❑ Filling .
E Grading '
❑ Cubic Yards to be Removed: cubic yards
E Cubic Yards to be Placed: cubic yards
ASSOCIATED APPLICATIONS:
This permit is being applied for in conjunction with one or more of the following (check boxes):
ISd Residential/Commercial Building Permit 0 Grading Permit 0 Land Division Application
❑ Critical Areas Permit ❑ Shoreline Substantial Development Permit
0 Other - Describe:
PART IV - LEGAL OWNER SIGNATURE
(Signature of legal owner or representative as authorized by legal owner)
7:14.noCr" (so
, (print name) SWEAR OR AFFIRM THAT THE
E RESPONSES ARE MADE TRUTHFULLY AND TO THE BEST OF MY KNOWLEDGE.
I FURTHER SWEAR OR AFFIRM THAT I AM THE OWNER OF RECORD OF THE AREA
PROPOSED FOR THE ABOVE IDENTIFIED LAND USE ACTION, OR, IF NOT THE OWNER,
ATTACHED HEREWITH IS WRITTEN PERMISSION FROM THE OWNER AUTHORIZING MY
ACTIONS ON HIS/HER BEHALF.
It is hereby agreed that the City of Spokane Valley, its boards, officers, employees and agents shall be
saved, indemnified and held harmless from all liabilities imposed by law by reason of injury to or death
of any person(s) or damage to any property, including without limitation, liability for trespass, nuisuance
or inverse condemnation, which may arise out of the work covered by this permit, and does agree to
defend the City, its officers, employees and agents against any claim or action asserting such liability.
Accepting this permit or starting any work hereunder shall constitute acceptance and agreement to all
conditions and requirements of this permit and the ordinance and specifications authorizing issuance of
such permit;
0
(Signature)
NOTARY
(For Part IV above)
STATE OF WASHINGTON ) ss:
COUNTY OF SPOKANE )
SUBSCRIBED AND SWORN to before me this /r2i day of 7/%As1 20 OR
NOTARY SEAL
NOTARY SIGNATURE
Notary Public in and for the State of Washington
Residing at okarlE
My appointment expires: IZ 1 31 ( ZO 11
Version 2 04-05 3
PART V CONDITIONS OF APPROVAL
FOR INTERNAL USE ONLY - TO BE COMPLETED BY THE CITY OF SPOKANE VALLEY
Community Number.
530-342
Panel Number.
Flood Zone:
Flood Zone Depth No.:
Base Flood Elevation at Site:
Required Top of the Bottom Floor Elevation:
Required Top of the Next Higher Floor Elevation:
If the structure is to be floodproofed, the required
floodproofing elevation or method is:
Elevation to which all attendant utilities including
heating, ductwork, plumbing ventilation, electrical
equipment and other service facilities will be
installed or waterproofed:
Elevation Certificate Required:
❑ Yes
❑
No
Conditions of Approval: In addition to those listed above and below, please refer to attached
conditions of approval if applicable.
1. Required Elevation of the "top of the next higher floor" shall be (AE) feet M.S.L.
2. Required Elevation of the "top of the next higher floor" shall be (AO) feet M.S.L
3. Required elevation of flood resistant materials; utilities, etc. or floodproofing construction for non-
resdiential structures (the flood protected elevation) shall be feet M.S.L.
4. A "Building Under Construction" elevation certificate ❑ shall ❑ shall not be completed and
submitted to the City for review and approval prior to any vertical construction. A "Finished
Construction" elevation certificate ❑ shall ❑ shall not be completed and submitted to the City for
review and approval prior to human occupancy or final inspection of on -site building(s), whichever
comes first. NO HUMAN OCCUPANCY OR FINAL INSPECTION SHALL BE GRANTED PRIOR
TO THE SUBMITTAL AND APPROVAL OF THE "FINISHED CONSTRUCTION" CERTIFICATION.
Version 2 04-05
PART VI — DEPARTMENT SIGN -OFF & APPROVAL
The following City Departments haveTeviewed and approved the floodplain permit application and have
determined that conformance to applicable conditions of approval have occurred as required through
the issuance of the permit:
City of Spokane Valley Community Development Department:
As the Floodplain Administrator or designee for the City of Spokane Valley, I certify the following has
been reviewed and approved by me:
❑ The "No Rise" Certificate submitted to support the proposed floodplain development is approved.
The "Building Under Construction" elevation certificate has been reviewed and approved:
❑ Structure elevated BFE + 1 foot
❑ Structure built with waterproofed materials to the flood protected elevation or more
Floodplain Administrator or Designee Date
The "Finished Construction" elevation certificate dated:
reviewed and:
❑ Returned for more information on , 20
❑ Approved on , 20_;
20 . It has been
Floodplain Administrator or Designee
Date
❑ For unnumbered A Zones the Spokane Valley Building Inspector will verify that the first floor and all
related -mechanical and electrical equipment is two feet above adjoining flood area.
Floodplain Administrator or Designee
Date
PLEASE NOTE: THIS PERMIT SHALL EXPIRE WITH THE ISSUED BUILDING PERMIT OR IF
THERE IS NO BUILDING PERMIT WITHIN TWELVE MONTHS OF THE DATE OF ISSUANCE IF
ACTIONS AUTHORIZED UNDER THE PERMIT ARE NOT SUBSTANTIALLY IN -PROGRESS.
EXTENSIONS OF APPROVAL MAYBE SOUGHT IF SUBSTANTIAL PROGESS HAS TAKEN
PLACE.
Version 2 04-05
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Uniform Development Code Title 21
2. Review of Building Permits
Where elevation data is not available either through the Flood Insurance Study, FIRM, or from
another authoritative source, applications for building permits shall be reviewed to assure that
proposed construction will be reasonably safe from flooding. The test of reasonableness is the
Floodplain Administrator's judgment and includes, but is not limited to use of historical data,
high water marks, photographs of past flooding, etc., where available. The Floodplain
Administrator may require the applicant to locate the lowest floor at least two (2) feet above the
highest adjacent natural ground surface. Failure to elevate at least two (2) feet above the
highest adjacent natural ground surface in these zones may result in higher insurance rates.
3. Specific Standards
In all areas of special flood hazards where base flood elevation data has been provided (Zones
A1-30, AH, and AE) as set forth in SVMC 21.30.020, Basis for Establishing the Areas of Special
Floodplain Hazard, or SVMC 21.30.070(d) relating to use of Other Base Flood Data, the
following provisions are required:
a. Residential Construction
i. New construction and substantial improvement of any residential structure shall
have the lowest floor, including basement, elevated one (1) foot or more above
the base flood elevation.
ii. Fully enclosed areas below the lowest floor that are subject to flooding are
prohibited, or shall be designed to automatically equalize hydrostatic flood
forces on exterior walls by allowing for the entry and exit of floodwaters.
Designs for meeting this requirement must either be certified by a professional
engineer or architect licensed in the state of Washington or must meet or
exceed the following minimum criteria:
1. A minimum of two (2) openings having a total net area of not less than
one (1) square inch for every square foot of enclosed area subject to
flooding shall be provided.
2. The bottom of all openings shall be no higher than one (1) foot above
grade.
3. Openings may be equipped with screens, louvers, or other coverings
or devices provided that they permit the automatic entry and exit of
floodwaters.
b. Non-residential Construction
New construction and substantial improvement of any commercial, industrial or other
nonresidential structure shall either have the lowest floor, including basement, elevated
one foot or more above the base flood elevation; or, together with attendant utility and
sanitary facilities, shall:
i. Be flood -proofed so that below one (1) foot or more above the base flood level
the structure is watertight with walls substantially impermeable to the passage
of water;
ii. Have structural components capable of resisting hydrostatic and hydrodynamic
loads and effects of buoyancy;
iii. Be certified by a professional engineer or architect licensed in the State of
Washington that the design and methods of construction are in accordance
with accepted standards of practice for meeting provisions of this subsection
based on their development and/or review of the structural design,
specifications and plans.
iv. Nonresidential structures that are elevated, not flood -proofed, must meet the
same standards for space below the lowest floor.
v. Applicants flood -proofing nonresidential buildings shall be notified that flood
insurance premiums will be based on rates that are one (1) foot below the
flood -proofed level (e.g. a building flood -proofed to the base flood level will be
rated as one (1) foot below).
Effective October 28, 2007
Page 14 of 31
BUILDING PLANNING
R324.1.5 Protection of mechanical and electrical sys-
tems. Electrical systems, equipment and components, and
heating, ventilating, air conditioning and plumbing appli-
ances, plumbing fixtures, duct systems, and other service
equipment shall be located at or above the design flood ele-
vation. If replaced as part of a substantial improvement,
electrical systems, equipment and components, and heating,
ventilating, air conditioning, and plumbing appliances,
plumbing fixtures, duct systems, and other service equip-
ment shall meet the requirements of this section. Systems,
fixtures, and equipment and components shall not be
mounted on or penetrate through walls intended to break
away under flood loads.
Exception: Electrical systems, equipment and compo-
nents, and heating, ventilating, air conditioning and
plumbing appliances, plumbing fixtures, duct systems,
and other service equipment are permitted to be located
below the design flood elevation provided that they are
designed and installed to prevent water from entering or
accumulating within the components and to resist hydro-
static and hydrodynamic loads and stresses, including
the effects of buoyancy, during the occurrence of flood-
ing to the design flood elevation in compliance with the
flood -resistant construction requirements of the Interna-
tional Building Code. Electrical wiring systems are per-
mitted to be located below the design flood elevation
provided they conform to the provisions of the electrical
part of this code for wet locations.
R324.1.6 Protection of water supply and sanitary sew-
age systems. New and replacement water supply systems
shall be designed to minimize or eliminate infiltration of
flood waters into the systems in accordance with the plumb-
ing provisions of this code. New and replacement sanitary
sewage systems shall be designed to minimize or eliminate
infiltration of floodwaters into systems and discharges from
systems into floodwaters in accordance with the plumbing
provisions of this code and Chapter 3 of the International
Private Sewage Disposal Code.
R324.1.7 Flood -resistant materials. Building materials
used below the design flood elevation shall comply with the
following:
1. All wood, including floor sheathing, shall be pres-
sure -preservative -treated in accordance with AWPA
U1 for the species, product, preservative and end use
or be the decay -resistant heartwood of redwood,
black locust or cedars. Preservatives shall be listed in
Section 4 of AWPA Ul.
2. Materials and installation methods used for flooring
and interior and exterior walls and wall coverings
shall conform to the provisions of FEMA/FIA-TB
R324.1.8 Manufactured housing. New or replacement
manufactured housing shall be elevated in accordance with
Section R324.2 and the anchor and tie -down requirements
of Sections AE604 and AE605 of Appendix E shall apply.
The foundation and anchorage of manufactured housing to
be located in identified flood ways as established in Table
R301.2(1) shall be designed and constructed in accordance
with the applicable provisions in the International Building
Code.
R324.1.9 As -built elevation documentation. A registered
design professional shall prepare and seal documentation of
the elevations specified in Section R324.2 or R324.3.
R324.2 Flood hazard areas (including A Zones). Areas that
have been determined -to be prone to flooding but not subject to
high velocity wave action shall be designated as flood hazard
areas. All buildings and structures constructed in whole or in
part in flood hazard areas shall be designed and constructed in
accordance with Sections R324.2.1 and R324.2.3.
R324.2.1 Elevation requirements.
1. Buildings and structures shall have the lowest floors
elevated to or above the design flood elevation.
2. In areas of shallow flooding (AO Zones), buildings
and structures shall have the lowest floor (including
basement) elevated at least as high above the highest
adjacent grade as the depth number specified in feet
(mm) on the FIRM, or at least 2 feet (610 mm) if a
depth number is not specified.
3. Basement floors that are below grade on all sides shall
be elevated to or above the design flood elevation.
Exception: Enclosed areas below the design flood eleva-
tion, including basements whose floors are not below
grade on all sides, shall meet the requirements of Section
R324.2.2.
R324.2.2 Enclosed area below design flood elevation.
Enclosed areas, including crawl spaces, that are below the
design flood elevation shall:
1. Be used solely for parking of vehicles, building
access or storage.
2. Be provided with flood openings that meet the fol-
lowing criteria:
2.1. There shall be a minimum of two openings on
different sides of each enclosed area; if a
building has more than one enclosed area be-
low the design flood elevation, each area shall
have openings on exterior walls.
2.2. The total net area of all openings shall be at
least 1 square inch (645 mm2) for each square
foot (0.093 m2) of enclosed area, or the open-
ings shall be designed and the construction
documents shall include a statement that the
design and installation will provide for equal-
ization of hydrostatic flood forces on exterior
walls by allowing for the automatic entry and
exit of floodwaters.
2.3. The bottom of each opening shall be 1 foot
(305 mm) or less above the adjacent ground
level.
2.4. Openings shall be at least 3 inches (76 mm) in
diameter.
2.5. Any louvers, screens or other opening covers
shall allow the automatic flow of floodwaters
into and out of the enclosed area.
2006INTERNATIONAL RESIDENTIAL CODE® 63
BUILDING PLANNING
2.6. Openings installed in doors and windows, that
meet requirements 2.1 through 2.5, are ac-
ceptable; however, doors and windows with-
out installed openings do not meet the
requirements of this section.
R324.2.3 Foundation design and construction. Founda-
tion walls for all buildings and structures erected in flood
hazard areas shall meet the requirements of Chapter 4.
Exception: Unless designed in accordance with Section
R404:
1. The unsupported height of 6-inch (152 mm) plain
masonry walls shall be no more than 3 feet (914
rum).
2. The unsupported height of 8-inch (203 mm) plain
masonry walls shall be no more than 4 feet (1219
rum).
3. The unsupported height of 8-inch (203 mm) rein-
forced masonry walls shall be no more than 8 feet
(2438 mm).
For the purpose of this exception, unsupported
height is the distance from the finished grade of the
under -floor space and the top of the wall.
City or
SPOKANE VALLEY *BUILDING DEPARTMENT
11707 E. Sprague Avenue #1 Do, Spokane Valley, Washington ?5206 - Tel 509-653-D036 - Fax 509-:.83-0037
Following is a typical cross- for a resider@al garage. It may not represent the proposed project If you are using this detel
as a por on of your plan submittal, please complete the requested infom-,a5an in the boxes provided on both sides of this sheet
This completed sheet. along with any addi5ora1 inforrrza5on needs to be submitd with your aplia5on and be on sib at the fuse
of iZspessaR
PROTECTION MD OPENINGS BETWEEN
DWELLINGS AND PRIVATE GARAGES SHALL HAVE:
1) MATERIALS APPROVED FOR ONE HOUR FIRE
RESISTS CONSTRUCTION ON THE GARAGE SIDE:
' S/8' TYPE'X' GYP BOARD (HA.3ITA3LE SPACE ABOVE) . .
• t2' GYP BOARD (RESIDENCE/ATTIC, FLOOPJCEILUNG)
2) OPENINGS BETWEEN GARAGE AND RESIDENCE •
SHALL BE EQUIPPED WITH SOLID WOOD DOOR, SOLID OR
HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/5;
OR 20 MINUTE FIRE RATED DOORS.
ALTE ATE FOUNDATION FOR
ACCESSORY BUILDINGS FROM
• 4.00 SQ. FT. TO 3000 SQ. FT.
SECTION A -A
11i1111!
II11J1111
III^
NOTE
Diagorat wall bracing required on
each corner and every 25 feet of walL
Wars within 3 feet of a property line or
within S feet of a dwelling roust be 1 hour
rated. (5/8' type x gypsum sheathing
on both sides of wall). Openings are not
permitted in these walls. Garages over
3,000 sq. ft require prob c5on when
closer tan 20 feet to the property line.
Parapets may be required.
R
ING
x II @-24 O.G.
�`cf
ROOIG T>=RIAL
A4IA z 5 4
ROOFING PAPER
BETWEEN SHEATHING
-400
111.
I-12' (2) 44 REBAR
1/8"GAP
ROOF %4
SHEATHING
.4 .4.*<c4J.r TI&t
SettrBtOCKING
B ETWEEN.TRUSSES
WALL SHEATH
6' MIN.
VA]
`�Ipl6
247 MIN. 6. M>
uill
... ,•
. : r • ..„.• .
• . •
S'x12'
FOOTING
DOUBLE TOP PLATE
WALL HEIGHT er3y
2x 4 @ I% O.C.
PRESSURE TREATED
SOLE PLATE
3-12" CONCRETE SLAB
ANCHOR BOLTS
12"x9' MIN.
r INTO CONCRETE)
6' O. C. OR APPROVED
ANCHOR INSTALLED
PER MANUFACTURER
FOUNDATION PLAN
• PLEASE COMPLETE THE FOLLOWING INFORMATION AND ADD ON THE DRAWING BELOW.
BUILDING DIMENSIONS: 47e }-"----(-4_46 'L
GARAGE OPENING AND HEADER SIZE: 04 006( C•K ! SI -ems $
INDICATE THE LOCATION AND SIZE OF .ALL WINDOWS AND, DOORS. ON THE PLAN.
f /J 6 0 W-�--: CS_: tad-euz WIDTH
�=c Lt N >?_ G- r U ciA--
RIDGE UNE
I
L.
CONCRETE TO::COMPLY;TO IRC fBLE 404.1.1(1)
4 FOUNDATION WALLS- S000 41 PSI
„SLABS,GARAGES,CARPORT
$ PORCHES - 3500 # P I
f . At.L FOOTf � _`. NGS MUST BE CONTIN OUS
.- PROTECTION AND•OPEN!NGS BETIIVEEN
,:. DWELLING AND PRIVATE GARAGE SHALL HAVE:
• 1) MATERIALS APPROVENQR ONE HOUR:FIRE IESISTIVE
CONSTRUCTION ON, THE GARAGE SIDE: •
5/lk TYPE."X GYP BOARD (HABITABLE SPACE BOVE) OR
O 1/2" GYP BOARD (RESIDENCE/ATTIC; FLOOR/ EILING)
2) OPENINIS.BETWEEN GARAGE AND. RESIDENCE: LL BE •
EQUIPPED WITH SOLID WOOD DOOR; SOLID OR HO EYCOMB CORE
STEEL DOOR$'NOT LESS THAN 1 3/8". OR 20MIN FIRE RATED
-DOORS. i
•
Please note that while every effort is made to assure the accuracy of the informa5on contained in this brochure is
not warranted for accuracy. This document is not intended to address all aspects or regulatory requirements for a
project and should serve as a star5ng point for your investigation. For detailed inforrna5on on a particular project,
permit, or code requirement refer direct:li to applicable file and/or code/regulatory documents or contact the
appropriate division.
R602.10.4 Brace Wall Panel min. 48 in.— 96 in.
R602.10.5 Continuous Wood Structural Panel Sheathing
R602.10.6.1 Alternate Brace Wall Panel min.28in.-42in.
R602.10.6.2 Alternate Brace Wall Panel min.l6in.-24in.
IBC 2305 Engineered Shear Wall Bracing
4PROVIDE DIAGRAMS AND
ENGINEERING ILAY 6UT'S'FOR
ROOF TRUSSES, BEAMS AND
FLOOR SYSTEMS PRIOR TO FRAMING
INSPECTIONS
CITY Y c a"p'- Y
THIS BUILDING SUBJECT:
ECT.
TO FIELD INSPECTION CORRECTIONS
REVIEWED FOR CCDEC MPLIANCE
SPOKANE VALLEY BUILD GDI ION
2,