2014, 07-14 Permit App: BLD-2014-1662 Entry Steps to PorchSpollan�
Valley.
Community Development Department
Permit Center
11703 East Sprague Avenue, Suite B-3
Spokane Valley, WA 99206
Tel: (509) 688-0036
Fax: (509) 688-0037
permitcenterCnlspokanevallev.orq
(Staff Use Only)
PERMIT NUMBER:
PERMIT FEE:
RESIDENTIAL CONSTRUCTION PERMIT APPLICATION
® NEW CONSTRUCTION
® DECK
SITE ADDRESS:
ASSESSORS PARCEL NO.:
BUILDING OWNER NAME:
NAME: C IA J:� AlCCg (`JowARe(
is— SUB#(-
El ADDITION/REMODEL j (ACCESSORY BUILDING
1 OTHER
Project #.
RECEIVFn
LEGAL DESCRIPTION:
Jct 14 2014
ADDRESS: F yJ [) % 'I(� =R. (mil I2 l C R
CITY: S ' E : l ` C 'h% STATE: 6)
CSV PERMIT CENTER
PHONE: 5-0 9 . 9- 1g)-1002,
CONTACT NAME:
FAX:
ZIP:
RFii
CELL:
PHONE:
FAX:
CELL:
CONTRACTOR NAME: O
/S
MAILING ADDRESS:
CITY:
STATE:
PHONE:
FAX:
CELL:
CONTRACTOR LICENSE No.: •
EXPIRES: CITY BUSINESS LICENSE NO.:
DESCRIBE THE SCOPE OF WORK IN DETAAIIL AND INDICATE USE —& PROPOSED USE:
T.3iti)l,rt /VL?L,.7 E1vvlal/ 3l�'(J.s T Oen a_
****YOU MUST COMPLETE THE FOLLOWING****
Height to Peak: Al
Dimensions: A/
No. of Stories:
A/
Total Habitable
Space: ^/
Main Floor SQ FT:'
^
Upper Floor SQ FT:
Unfinished Basement SQ
FT: /
,y%I
Finished Basement SQ
A
FT: 2`/
Y
Garage SQ FT:
N
Deck/Covered Patio SQ
FT:
Impervious Surface
Area:
30% Slopes on
Property:
No. of Bedrooms:
Construction Type:
Heat Source:
Sewer or Septic:
TOTAL COST OF PROJECT: $ / / &/ ( (90
DISCLAIMER
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 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:
Updated 1-11-11 Page 1 of 1
http://www.spokanevalley.org/filestorage/124/938/210/948/1496/Building_Permit_=Residential_11-11-11.doc
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Figure 30. Stair Guard Requirements
stair guard is required
for stairs with a total
rise of 30"or more; see
GUARD REQUIREMENTS
for more information
6'-0" maximum
between posts
stair guard height:—.
34"min. measured
from nosing of step
openings for required guards)
on the sides of stair treads
shall not allow a sphere 4-3/8"
to pass
Triangular opening
shall not permit
the passage of a 6"
diameter sphere.
Figure 31. Stair Stringer Attachment Detail
rim joist or
outside joist
sloped joist hanger,
minimum download
capacity of 625 lbs;
see JOIST HANGERS
for more requirements
ATTACHMENT WITH HANGERS
STAIR HANDRAIL REQUIREMENTS
All stairs with 4 or more risers shall have a handrail on at
least one side (see Figure 32A) [R311.7.7]. The handrail
height measured vertically from the sloped plane adjoining
the tread nosing shall be not less than 34 inches and not
more than 38 inches (see Figure 30) [R311.7.7.11. Handrails
shall be graspable and shall be composed of decay -resistant
and/or corrosion resistant material. Handrails shall be Type
I, Type II, or provide equivalent graspability (see Figure 328).
Type I shall have a perimeter dimension of at least 4"and
not greater than 6-1/4': Type 11 rails with a perimeter greater
Figure 32A. Handrail Mounting Examples
fasten handrails per manufacturer recommendations
1 3/4" min
1 1/2"min
1 1/2"min+
I
1 3/4"min
- 2x blocking
1 1 /2"min
wall
e --guard post
MOUNTEDTO GUARD
34"-38"to nosing
of stairs, typical
corrosion -resistant
handrail hardware
MOUNTED TO WALL
-19-
than 6-1/4"shall provide a graspable finger recess area on
both smooth surface with no sharp corners. Handrails shall
run continuously from a point directly over the lowest riser
to a point directly over the highest rise and shall return to
the guard at each end. Handrails may be interrupted by
guard posts at a turn in the stair [R311.7.7.2).
Figure 32B. Handrail Grip Size
NONCIRCULAR
CIRCULAR
[R311.7.7.3 Type I]
Perimeter: 4"- 61 /4"
RECESSED
[R311.7.7.3 Type II]
Perimeter: > 61/4"
STAIR LIGHTING REQUIREMENTS 1R303.61
Stairways serving a required exit shall have a light source lo-
cated at the top landing such that all stairs and landings are
illuminated. The light switch shall be operated from inside
the house. However, motion detected or times switches are
acceptable.
STAIR REQUIREMENTS
Stairs, stair stringers, and stair guards shall meet the require-
ments shown in Figure 27 through Figure 31 and Table 7 ex-
cept where amended by the local jurisdiction. All cut string-
ers shall be a minimum of 2x12, and solid stringers shall
be a minimum of 2x10. Stair stringers shall not span more
than the dimensions shown in Figure 28. If the stringer span
exceeds these dimensions, then a 4x4 post may be provided
to support the stringer and shorten its span length. An
intermediate landing may also be provided to shorten the
stringer span (see provisions below). If the total vertical
height of a stairway exceeds 12'-0", then an intermediate
landing shall be required. All intermediate stair landings
must be designed and constructed as a free-standing deck
Figure 27. Tread and Riser Detail
10"minimum
tread width
7-3/4"maximum 1
riser, height shall t
not deviate from IT--
one another by I
more than 3/8"I—�—'
'—treads: see Figure 29 and Table 6
i�ij — 3/4" 1-1/4"nosing;
nosing shall not deviate
from one another by
more than 3/8"
, riser may be open, but
shall not allow the
passage of a 4" diameter
: ssphere-1
t 1)
1, risers: lx material,
_ _..1 minimum
Figure 29. Tread Connection Requirements
Attchment per tread at each stringer or ledger:
2x _ or 5/4 treads - (2)8d threaded nails or (2)#8 screws
i 2-1 /2"long
3x_ treads - (2) 16d threaded nails or (2)#8 screws 2
3-1/2" long
stringer
treads: 2x _ or 5/4 board
18" max. I 18" max
CUT STRINGER
treads: see Table
U�
2x4 ledgers, each side, full
depth of tread; attach with (4)
10d threaded nails or (4)#8
wood screws x 3'long
36" max.
r.
SOLID STRINGER
using the details in this document. Stairs shall be a mini-
mum of 36" in width, a combination of cut and solid string-
ers can be used, but shall be placed at a maximum spacing
of 18" on center (see Figure 29). The width of each landing
shall not be less than the width of the stairway served. Every
landing shall have a minimum dimension of 36"measured
in the direction of travel and no less than the width of the
stairway served [R311.7}.
-18-
Figure 28. Stair Stringer Requirements
r-�
max. span = 7'-0" for Southern Pine
max. span = 6'-0: for other Table
1, 1A species
CUT STRINGER
max. span = 16'-6" for Southern Pine
FFF max. span = 13'-0"for other Table -
1, 1A species
SOLID STRINGER
Table 7. Minimum Tread Size for Cut and Solid
Stringers'
Species
Cut
Stringer
Solid
Stringer
Douglas Fir Larch,
Hem -Fir, SPF2
2x4 or 5/4 2x6 or 3x4
Redwood, Western
Cedars, Ponderosa Pine3,
Red Pine3
2x4 or 5/4 2x6 or 3x4
' Assumes 300 Ib concentrated load, L/288 deflection limit,
No.2 grade, and wet service conditions.
Incising assumed for refractory species including Douglas
fir -larch, hem -fir, and spruce -pine -fir.
3 Design values based on northern species with no incising
assumed.