2012, 06-22 Permit App: BLD-2012-0955 StorageSpokane
,,;wAValley
Community Development Department
Permit Center
11703 East Sprague Avenue, Suite B-3
Spokane Valley, WA 99206
Tel: (509) 688-0036
Fax: (509) 688-0037
permitcenter(a)sookanevalley.org
Lp. C1156
(Staff Use Only)
PERMIT NUMBER:/ CsL
PERMIT FEE: % 1/ 3 i
RESIDENTIAL CONSTRUCTION PERMIT APPLICATION
❑ NEW CONSTRUCTION ADDITION/ REMODEL ❑ ACCESSORY BUILDING
❑ DECK ❑ OTHER
SITE ADDRESS: 13324 E. 25th
ASSESSORS PARCEL NO.: 45274.1717 LEGAL DESCRIPTION: Hillcrest acres 3rd add eci
BUILDING OWNER NAME: Darrell Wilcox
NAME: Darrell Wilcox
ADDRESS: 13324 E. 25th
CITY: Spokane Valley STATE: WA ZIP: 99216
PHONE: 509.928.0493 FAX: CELL: 509.435.6369
CONTACT NAME: Darrell Wilcox
PHONE: 509.928.0493 FAX: CELL: 509.435.6369
CONTRACTOR NAME: Darrell Wilcox
MAILING ADDRESS: 13324 E. 25th
CITY: Spokane Valley STATE: WA ZIP: 99216
PHONE: 509.928.0493 FAX: CELL: 509.435.6369
CONTRACTOR LICENSE NO.: EXPIRES: CITY BUSINESS LICENSE NO.:
DESCRIBE THE SCOPE OF WORK IN DETAIL AND INDICATE USE St PROPOSED USE:
Enclose storage/crawl space at SW corner of the house. New use to be enclosed storage. Pour footings and foundation walls, wood frame, siding, slab.
Enclose storage/crawl space at SW corner of the house. New use to be enclosed storage. Pour footings and foundation walls, wood frame, siding, slab.
****YOU MUST COMPLETE THE FOLLOWING****
MARK N /A TF NOT APPLTCARLF
Height to Peak: N/A
Dimensions: 12X23
No. of Stories:
Total Habitable 276
Space:
Main Floor SQ FT: NSA
Upper Floor SQ FT:
Unfinished Basement SQ
Finished Basement SQ
0
FT:
FT:
Garage SQ FT:
OFT:
Deck/Covered Patio SQ
Impervious Surface
Area:O
30% Slopes on
Property: n/a
0
No. of Bedrooms:
Construction Type:
Heat Source: FAG
wr o e tic: sewer
TOTAL COST OF PROJECT:
approx. $ 4, 40C, c
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 su Witted and subsequently approved before this application can be processed.
6-22-1(
Effective Oct er 28, 2007`) Page 1 of 2
P:\Community Development\02 Administration\03 Forms - Official Versions\Permit Center\Residential Construction Permit
App 10.28.07.doc
vu!-0L.L. LIVIV.71 KUL, I JUN
SECTION 8602
WOOD WALL FRANfIiIMO
R602.1 Identification. Load-bearing dimension lumber for
studs, plates and headers shall be identified by a grade mark of
a lumber grading or inspection agency that has been approved
by an accreditation body that complies with DOC PS 20. In lieu
of a grade mark, a certification of inspection issued by a lumber
grading or inspection agency meeting the requirements of this
section shall be accepted.
R602.1.1 End jointed lumber. Approved end jointed lum-
ber identified by a grade mark conforming to Section
R602.1 may be used interchangeably with solid -sawn mem-
bers of the same species and grade.
R602.1.2 Structural glued laminated timbers. Glued
laminated timbers shall be manufactured and identified as
required in ANSUAITC A190.1 and ASTM D 3737.
R602.1.3 Structural log members. Stress grading of struc-
tural log members of nonrectangular shape, as typically
used in log buildings, shall be in accordance with ASTM D
3957. Such structural log members shall be identified by the
grade mark of an approved lumber grading or inspection
agency. In lieu of a grade mark on the material, a certificate
of inspection as to species and grade, issued by a lum-
ber -grading or inspection agency meeting the requirements'
of this section, shall be permitted to be accepted.
R602.2 Grade. Studs shall be a minimum No. 3, standard or
stud grade lumber.
Exception: Bearing studs not supporting floors and
nonbearing studs may be utility grade lumber, provided the
studs are spaced in accordance with Table R602.3(5).
8602.3 Design and construction. Exterior walls of
wood -frame construction shall be designed and constructed in
accordance with the provisions of this chapter and Figures
R602.3(1) and R602.3.(2) or in accordance with AF&PA's
NDS. Components of exterior walls shall be fastened in accor-
dance with Tables R602.3(1) through R602.3(4). Structural
wall sheathing shall be fastened directly to structural framing
members. Exterior wall coverings shall be capable of resisting
the wind pressures listed in Table R301.2(2) adjusted for height
and exposure using Table R301.2(3). Wood structural panel
sheathing used for exterior walls shall "conform lq the require
ments of Table R602.3(3).' ,
Studs shall be continuous from support at the sole plate to a
support at the top plate to resist loads perpendicular to the wall.
The support shall be a foundation or floor, ceiling or roof dia-
phragm or shall be designed in accordance with accepted engi-
neering practice. ,�..
Exception: Jack studs, trimmer studs and cripple studs at
openings in walls that comply with Tables R502.5(1) and
R502.5(2).
R602.3.1 Stud size, height and spacing. The size, height and
spacing of studs shall be in accordance with Table R602.3.(5).
Exceptions:
1. Utility grade studs shall not be spaced more than
16 inches (406 mm) on center, shall not support
more than aroof and ceiling, and shall not exceed 8
feet (2438 nun) in height for exterior walls and
load-bearing walls or 10 feet (3048 mm) for inte-
rior nonload-bearing walls.
2. Studs more than 10 feet (3048 mm) in height
which are in accordance with Table R602.3. I.
R602.3.2 Top plate. Wood stud walls shall be capped with a
double top plate installed to provide overlapping at comers
and intersections with bearing partitions. End joints in top
plates shall be offset at least 24 inches (610 mm). Joints in
plates need not occur over studs. Plates shall be not less than
2 -inches (51 mm) nominal thickness and have a width at
least equal to the width of the studs.
Exception: A single top plate may be installed in stud
walls, provided the plate is adequately tied at joints, cor-
ners and intersecting walls by a minimum 3 -inch -by -
6 -inch by a 0.036 -inch -thick (76 mm by 152 mm by
0.914 mm) galvanized steel plate that is nailed to each
wall or segment of wall by six 8d nails on each side, pro-
vided the rafters or joists are centered over the studs with
a tolerance of no more than 1 inch (25 mm). The top plate
may be omitted over lintels that are adequately tied to
adjacent wall sections with steel plates or equivalent as
previously described.
R602.3.3 Bearing studs. Where joists, trusses or rafters are
spaced more than 16 inches (406 mm) on center and the
bearing studs below are spaced 24 inches (610 mm) on cen-
ter, such members shall bear within 5 inches (127 nun) of
the studs beneath.
Exceptions:
1. The top plates are two 2 -inch by 6 -inch (38 mm by
140 mm) or two 3 -inch by 4 -inch (64 mm by 89 mm)
members.
2. A third top plate is installed.
3. Solid blocking equal in size to the studs is installed
to reinforce the double top plate.
R602.3.4 Bottom (sole) plate. Studs shall have full bearing
on a nominal 2 -by (51 mm) or larger plate or sill having a
" t width at least equal to the width of the studs.
8602.4 Interior load-bearing walls. Interior load-bearing
walls shall be constructed, framed and fireblocked as specified
for exterior walls.
R602,5 Interior nonbearing walls. Interior nonbearing walls
shall be permitted to be constructed with 2 -inch -by -3 -inch (51
mm by 76 mm) studs spaced 24 inches (610 mm) on center or,
when not part of a braced wall line, 2 -inch -by -4 -inch (51 mm
by 102 nun) flat studs spaced at 16 inches (406 mm) on center.
Interior nonbearing walls shall be capped with at least a single
top plate. Interior nonbearing walls shall be fireblocked in
accordance with Section R602.8.
146 2009 INTERNATIONAL RESIDENTIAL CODE°