2006, 11-27 Permit App: 06004630 Wheelchair RampProject Number: 06004630 Inv: I Application Date: 11/27/2006 Page 1 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Proiect Information: _
Permit Use: WHEELCHAIR RAMP Contact: DUPONT CONSTRUCTION
Address: 622 E DECATUR
C - S - Z: SPOKANE, WA 99206
Setbacks: Front Left: Right: Rear: Phone: (509) 489-5720
Group Name:
Site Information: Project Name
Plat Key: CONV Name: CONVERTED CNTY DATA District: Nort
Parcel Number: 45072.1604 Block: Lot:
SiteAddress: 2416 N PARK RD Owner: Name: DUNN, JAMES A
Address: 2416 N PARK RD
Location:: CSV SPOKANE VALLEY, WA 99212-15
Zoning: UR -3.5 Urban Residential 3.5
Water District: 002 ORCHARD AVENUE Hold: ❑
Area: 14,985 Sq Ft Width: 0 Depth: 0 Right Of Way (ft): 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review Information
Review
Building Plan Review Released By:
Originally Released: 11/27/2006 By: TMELBOU
Landuse/Zoning/HE Conditions Released By: r//
Permits:
Operator: jmm Printed By: jmm Print Date: 11/27/2006
Project Number: 06004630 Inv: I Application Date: 11/27/2006
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
- — -- - - - -- Building Permit
Contractor: DUPONT CONSTRUCTION Firm: DUPONT CONSTRUCTION
Address: 622 E DECATUR Phone: (509) 489-5720
SPOKANE, WA 99207
This Application:
Description Grp Type Notes So Ft Valuation
PORCH OPEN R-3 VB WHEELCH 0 $6,500.00
AIR RAMP
Totals: 0 $6,500.00
Item Description Units Unit Desc
RESIDENTIAL PERMIT FEE 1 SELECT
WSBC SURCHARGE 1 SELECT
SF PLNS RVW < 7999 SQ FT 1 SELECT
Permit Total Fees:
Total Project:
S(l Ft Valuation
0 $6,500.00
0 $6,500.00
Fee Amount
$139.25
$4.50
$55.70
$199.45
Page 2 of 2
Notes:
Payment .Summary
Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing
Building Permit $199.45 $199.45 $0.00 $199.45
$199.45 $199.45 $0.00 $199.45
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: 11/27/2006
Permit Center
S &Zane 11707 E Sprague Ave, Suite 106Y PERMIT NUMBER: (,, 3c
��
Valle Spokane Valley, WA 99206 PERMIT FEE: (509)688-0036 FAX: (509)688-0037
Community Development -•�-w .s2ok_anevalley.org.com NOV 2 i
Residential Construction ❑! New Cons ction ❑ Accessory Bldg
Permit Application ❑ Addition/Remodel ❑ Deck
❑ Other:
SITE ADDRESS
ASSESSORS PARCEL NO: LEGAL DESCRIPTION:
Building owner -
Name: ''l l
Address:Z4 a W
City: Zip:
Phone: Fax:
Contact Per on
Name.
Phone:
Contractor
Name:
Address: —'
City: Zi
Phone: Tq- 5 72------Yax:
Lie No: ►Exp.
City Business Lic No:
Describe the scope of work in dAil: Cost of Project: $
**************The followine MUST be complete: (write N/A if not applicable)**********************
HEIGHT TO PEAK:
DIMENSIONS:
# OF STORIES:
TOTAL HABITABLE SPACE:
MAIN FLOOR TO SQ.
FTG:
2 FLOOR SQ. FTG:
UNFIN BASEMENT SQ. FTG:
IMPERVIOUS SURFACE
AREA:
FINISHED BASEMENT
SQ. FTG:
GARAGE SQ. FTG:
DECK/COV. PATIO SQ. FTG:
30% SLOPES ON
PROPERTY:
# OF BEDROOMS:
CONSTRUCTION TYPE:
HEAT SOURCE:
SEWER OR SEPTIC?
DiSCLA1MER
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 ordinance ns or additional information may be required to be submitted, and ubsequently approved before
this applica ' e roce ed.
Signatur -- Date
Method of Payment: (Faxed permit applications will only 6e eii with major 6ankcard)
❑ Cash ❑ Check astercard ❑ VISA ❑ Other
6ankcard #: Expires: VIN#:
Authorized Signature:
REVISED 6/252005
11707 E Sprague Ave Suite 106 ♦ Spokane Valley WA 99206
509.921.1000 ♦ Fax: 509.921.1008 ♦ cityhalt@spokanevaltey.org
Residential Plan Submittal Minimums
❑ Completed Building & Mechanical application with: Accurate address, Parcel
Number and/or Legal Description, description of work, owner and contractor
information, signature, and date.
❑ Two sets of plans including Site Plan, elevations, floor plans, foundation plans
With details, roof plan, framing plans & 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.
❑ All braced wall panel types: show locations and details of installation, including
engineered design.
❑ Egress windows: Provide at least one window or exterior door approved for
Emergency escape or rescue from a basement and in every room for sleeping.
❑ Smoke detector locations
❑ 22° X 30" attic access location
❑ 18" X 24" crawl space access:
❑ One-hour separation detail: between house and garage
❑ 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
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3'.0" maximum
3s" maximum clear
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36"
minimum
Detling
aximum on center.
hence from edge of
ember to center of
boll to be 1-4i"
minimum ' �
Girder tY�
C2 .r a N 1 Z I joistA >/ /` If greater than
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Ifgreaterthan 4'.0"@ t t
tlAtJ 44 boos, at
provide ■ min. of
to -beam come
44 bots, at post.
to -beam connections
• (Maximum 1
Height shall o
(Maximum Post more ban 10
Height ,ball not be
more than 10 feet)
Post
gab" min
24rtfninimumi£covered �}z�mint
Natural Grade_,
7' min to daylight —
i ---Metal basecap
I" min. above concrete or
._L. provide treated wood
Y�-imum
2000 psi
l2rr�
Post
'E
2000 psi concrete (minim
3" minimum —
Natural Grade—
Post & Beam Connection detail (interior condition)
Post Cap installed per manufaelmer's instruction--,
Two 1/2" diameter lag
bolls lop and bottom typical
Poet
stat basecap
1" mint above concrete or
prortde healed wood
r r minimum Y)
24" minimum if covered
J1t'rminimurt
ledger attachment must be bolted through
Post & Bea1n Comlection detail
oat cap installed per manufacturer's instruction
24" max. I g^ min.
Overhang (4x4)
Knee brace I
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Two 1/2" diameter lag
bolls top and bottom lypiosl
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FULL 3o IN. MIN GUARD
HEIGHT PER SECT.
8318.1 AT LANDING
4 -IN. SPHERE CANNOT
PASSTHROUGH
8 -IN. SPHERE CANNOT
PASSTHROUGH
IN. MIN GvARD HEIGHT PER SECT. 8310.
9 IN. MAX FOR HANDRAIL PER SECT. R315.1
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OPEN RISER PERMITTED -41N.
SPHERE WILL NOT PASS
THROUGH OR WHERE HEIGHT OF
STAIR IS LESS THAN 30 INCHES
10 IN.
MIN RUN
MAX. RISE
7'/4 IN.
VARIATION OF RISER HEIGHTS
OR TREAD DEPTHS SHALL
NOT EXCEED % IN.
See 4X tp
details Z X
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G
House
wail 14ft maximum
rL
yerminimum width
T Existing
X 1 rafters
c
Existing
wall
Roofing material sh r-rc 14- "VG ArXI Z) t044 -'f r
Sheathing &I .,v
Rafter size _Z—_x__S
spacing /c;'ec
2x blocking
0
firing
AuN
Beam size Z x tc> A�
Post size x� x 4 minimu*
spacing (6 x recommended)
Pre-engineered bracket
SES i6NED Foe UPu r7
2-.11" minimum depth
Existing
wall
Continuous 2x ledger
�— anchor by lag screws
L
Bracing required
Approved metal
bracing
R311.5.6.3 Handrail grip size. All required handrails
shall be of one of the following types or provide equiva-
lent graspability.
1. Type I. Handrails with a circular cross section shall
have an outside diameter of at least 1'/4 inches (32
mm) and not greater than 2 inches (51 mm). If the
handrail is not circular it shall have a perimeter di-
mension of at least 4 inches (102 mm) and not
greater than 61/4 inches (160 mm) with a maximum
cross section of dimension of 21/4 inches(57 mm).
2. Type H. Handrails with a perimeter greater than 61/4
inches (160 mm) shall provide a graspable finger re-
cess area on both sides of the profile. The finger re-
cess shall begin within a distance of 3/4 inch (19 mm)
measured vertically from the tallest portion of the
profile and achieve a depth of at least s/16 inch (8
mm) within 1/g inch (22 mm) below the widest por-
tion of the profile. This required depth shall con-
tinue for at least 3/8 inch (10 mm) to a level that is not
less than 13/4 inches (45 mm) below the tallest por-
tion of the profile. The minimum width of the hand-
rail above the recess shall be 1'/4 inches (32 mm) to a
maximum of 23/4 inches (70 mm). Edges shall have
a minimum radius of 0.01 inches (0.25 mm).
R311.5.7 Illumination. All stairs shall be provided with il-
lumination in accordance with Section R303.6.
R311.5.8 Special stairways. Circular stairways, spiral
stairways, winders and bulkhead enclosure stairways shall
comply with all requirements of Section R311.5 except as
specified below.
R311.5.8.1 Spiral stairways. Spiral stairways are per-
mitted, provided the minimum width shall be 26 inches
(660 mm) with each tread having a 71/2 -inches (190 mm)
minimum tread depth at 12 inches from the narrower
edge. All treads shall be identical, and the rise shall be no
more than 91/2 inches (241 mm). A minimum headroom
of 6 feet 6 inches (1982 mm) shall be provided.
R311.5.8.2 Bulkhead enclosure stairways. Stairways
serving bulkhead enclosures, not part of the required
building egress, providing access from the outside grade
level to the basement shall be exempt from the require-
ments of Sections R311.4.3 and R311.5 where the maxi-
mum height from the basement finished floor level to
grade adjacent to the stairway does not exceed 8 feet
(2438 mm), and the grade level opening to the stairway is
covered by a bulkhead enclosure with hinged doors or
other approved means.
R311.6 Ramps.
R311.6.1 Maximum slope. Ramps shall have a maximum
slope of one unit vertical in eight units horizontal (12.5 -per-
cent slope).
R311.6.2 Landings required. A minimum 3 -foot -by -3 -foot
(914 mm by 914 mm) landing shall be provided:
1. At the top and bottom of ramps,
2. Where doors open onto ramps,
3. Where ramps change direction.
BUILDING PLANNING
R311.6.3 Handrails required. Handrails shall be provided
on at least one side of all ramps exceeding a slope of one unit
vertical in 12 units horizontal (8.33 -percent slope).
R311.6.3.1 Height. Handrail height, measured above the
finished surface of the ramp slope, shall be not less than
34 inches (864 mm) and not more than 38 inches (965
mm).
R311.6.3.2 Handrail grip size. Handrails on ramps
shall comply with Section R311.5.6.3.
R311.6.3.3 Continuity. Handrails where required on
ramps shall be continuous for the full length of the ramp.
Handrail ends shall be returned or shall terminate in
newel posts or safety terminals. Handrails adjacent to a
wall shall have a space of not less than 1.5 inches (38
mm) between the wall and
�__the handrails.
.S r�&7 4d,4 4Af elm Af (Wt/T
SECTION R312
GUARDS
R312.1 Guards required. Porches, balconies or raised floor
surfaces located more than 30 inches (762 mm) above the floor
or grade below shall have guards not less than 36 inches (914
mm) in height. Open sides of stairs with a total rise of more than
30 inches (762 mm) above the floor or grade below shall have
guards not less than 34 inches (864 mm) in height measured
vertically from the nosing of the treads.
Porches and decks which are enclosed with insect screening
shall be provided with guards where the walking surface is lo-
cated more than 30 inches (762 mm) above the floor or grade
below.
R312.2 Guard opening limitations. Required guards on open
sides of stairways, raised floor areas, balconies and porches
shall have intermediate rails or ornamental closures which do
not allow passage of a sphere 4 inches (102mm) or more in di-
ameter.
Exceptions:
1. The triangular openings formed by the riser, tread and
bottom rail of a guard at the open side of a stairway are
permitted to be of such a size that a sphere 6 inches
(152 mm) cannot pass through.
2. Openings for required guards on the sides of stair
treads shall not allow a sphere 4 3/B inches (107 mm) to
pass through.
SECTION R313
SMOKE ALARMS
[F] R313.1 Smoke alarms. Smoke alarms shall be installed in
the following locations:
1. In each sleeping room.
2. Outside each separate sleeping area in the immediate vi-
cinity of the bedrooms.
3. On each additional story of the dwelling, including base-
ments but not including crawl spaces and uninhabitable
attics. In dwellings or dwelling units with split levels and
without an intervening door between the adjacent levels,
2003 INTERNATIONAL RESIDENTIAL CODE® 51
WASHINGTON STATE AMENDMENTS
8311.6.33 Continuity. Handrails where required on ramps
shall be continuous for the full length of the ramp. Handrail
ends shall be returned or shall terminate in newel posts or
safety terminals. Handrails adjacent to a wall shall have a
space of not less than 1.5 inches (38 mm) between the wall
and the handrails. At least one handrail shall extend in the
direction of ramp run not less than 12 inches (305 mm)
horizontally beyond the top and bottom of the ramp runs.
(Insert Facing Page 52)
Effective 7/01/04
PROVIDE DIAGRAMS AND
ENGINEERING LAYOUTS FOR
ROOF TRUSSES, BEAMS AND
FLOOR SYSTEMS PRIOR TO FRAMING
INSPECTIONS
CITY COPY
THIS BUILDING SUBJECT
TO FIELD INSPECTION CORRECTIONS
REVIEWED FOR COD COMPLIANCE
SP02KFAN[F VALLEY Rt k_ DING VISION