2012, 07-09 Permit Application: BLD-2012-1046 Garage RepairSpokane
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
oermitcenter@spokanevallev.oro
(Staff Use Only)
(
PERMIT NUMBER: �// d 12- O ' '
PERMIT FEE: G /y
RESIDENTIAL CONSTRUCTION PERMIT APPLICATION
❑ NEW CONSTRUCTION
❑ DECK
SITE ADDRESS: 1131c, F
ASSESSORS PARCEL NO.:
El ADDITION /REMODEL
F. OTHER
I - A e f���kA tl�ll� l,/IA 9�aa�
LEGAL DESCRIPTION:
ACCESSORY BUILDING
BUILDING OWNER NAME:
NAME:
r■f" i5 ) C. &r%� 5
ADDRESS: f E A I k
CITY: S`Je ka�,e_ V (1st( f2y
0 - x-/75 - 706, a
PHONE:
STATE: lA) A ZIP: 9 9 a o
FAX: CELL:
CONTACT NAME:
PHONE: 9,08 - q, 7 — 2 OA?
FAX: CELL:
CONTRACTOR NAME: /fir S�.-u; cx J - c.
MAILING ADDRESS: 7 d
CITY:
PHONE:
pok awe_
5-0 ?- S3 S — 8'3 0 /
STATE: w)4 ZIP: - 99ao a
FAX: CELL:
CONTRACTOR LICENSE No.: N( SEgj ao7gj EXPIRES:
CITY BUSINESS LICENSE NO.: Co 0034/0/4-/
DESCRIBE THE SCOPE OF WORK IN DETAIL AN�Dy INDICATE USE & PROPOSED USE:
R Zee.; r s�c lC �.re ' U �Jt I S 4-i 7 vvt i f i a'i
bra e- "
7
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****YOU * ** *YOU MUST COMPLETE THE FOLLOWING * * **
MARK N/A IF NOT APPLICABLE
Height to Peak: /�
Dimensions:
023.7 x ?a• 7
No. of Stories: /
Habitable
Space: r-l/-i
Main Floor SQ FT:
���
Upper Floor SQ FT:,
N /f}
Unfinished Basement SQ
FT: /V/Pi
Finished Basement SQ
FT: N/,A
Garage SQ FT:
51 7 3
Deck /Covered Patio SQ
FT: A fj}
Impervious Surface
Area: N/
30% Slopes on
Property:
No. of Bedrooms: N/14
Construction Type:
Heat Source: /vl/w
Sewer or Septic: N /A-
TOTAL COST OF PROJECT: $ 3-tc-64 /1
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: 7/ Y/ .o/a
Updated 1 -11 -11 Page 1 of 1
http: / /www.spoka nevalley.org /filestorage /124/938/210/948 / 1496 /Building_ Permit _- _Residential_11- 11- 11.doc
RESIDENTIAL CHECK LIST DIRECTIONS:
Place a check mark in box next to each document required for complete submittal.
❑ SITE PLAN
❑ Property lines and dimensions
❑ Direction arrow pointing North and orientation to streets
❑ Proposed /existing buildings (footprint and dimensions)
❑ Utilities, septic tank /drain field locations and distances
❑ Setbacks to property lines
❑ Distance between buildings
❑ Right of way /easement location & sizes
❑ Driveway approach size and location
BUILDING PLANS (3 SETS) (minimum 1/8 inch scale or completely dimensioned)
❑ Elevations (Front/Rear /Sides) with roof peak and wall height including basement:
❑ Foundation Plan (crawlspace, basement or slab on grade):
❑ Footing sizes and locations
❑ Perimeter concrete foundation wall sizes
❑ Crawlspace ventilation
❑ Supporting wood cripple walls or beams
❑ Thickened concrete pads supporting
beams or girder trusses
❑ Floor Plan of each level (finished or unfinished) with dimensions:
❑ Floor Joist direction, size and spacing
❑ Header, beam or concrete lintel sizes
❑ Brace wall panel locations
❑ Water heater and furnace locations
❑ Exhaust fan locations
❑ Deck or concrete patio sizes and locations
❑ Roof Plan:
❑ Engineered truss direction and spacing
❑ Rafter and over frame direction, size and spacing
❑ Wall Section Detail including:
Roof
❑ Slope/ roofing material/ underlayment/ ice dam protection
❑ Sheathing size and type
Ceiling
❑ Joist size and spacing
Wall
❑ Height/ top plate/ stud size and spacing/ sole plate
❑ Exterior sheathing size and type
Floor
❑ Joist size and spacing
Foundation Wall
❑ Concrete or Masonry unit width
❑ Earth to wood separation distance
Footing
❑ Size
Radon
❑ Passive system with Emil vapor barrier
Miscellaneous Construction Details
❑ Deck:
❑ Floor plan/ side view/ dimensions
❑ Floor Joist/ decking direction, size and spacing
❑ Stairway tread rise & run and nosing
❑ Window and door location and sizes
❑ Window well locations if applicable
❑ Room usage labels
❑ Smoke detector locations
❑ Attic and crawl space access locations
❑ Fire Wall construction
❑ Ridge, eave and valley lines
❑ Beam and girder size and location
❑ Truss or rafter size, spacing & connection
❑ Attic insulation/ air space baffle/ ventilation
❑ Size of ceiling gypsum wall board
❑ Siding/ exterior house wrap/ anchor bolts
❑ Insulation, vapor barrier, gypsum wall board
❑ Sheathing or concrete floor size/ insulation
❑ Footing bottom to finished ground level depth
❑ Horizontal & vertical reinforcement if any
❑ Reinforcement if any
❑ Active system with 6 mil vapor barrier
❑ Footings/ post/ and beam size and locations
❑ Handrail / Guard height & spacing
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R602.10.1.2
R602.10.3.3
8602.10.3.4
WALL CONSTRUCTION
EXTENT OF HEADER
DOUBLE PORTAL FRAME (TWO BRACED WALL PANELS)
EXTENT OF HEADER
SINGLE PORTAL FRAME (ONE BRACED WALL PANEL)
MAX.
HEIGHT
10'
MIN. 3 "x 11.25" NET HEADER
6' TO 18'
FASTEN TOP PLATE TO HEADER WITH TWO
ROWS OF 16D SINKER NAILS AT 3" 0.C. TYP.
1000 LB STRAP OPPOSITE SHEATHING
1000 LB"
STRAP
FASTEN SHEATHING TO HEADER WITH 8D COMMON OR
GALVANIZED BOX NAILS IN 3 " GRID PATTERN AS SHOWN AND
3' O.C. IN ALL FRAMING (STUDS, BLOCKING, AND SILLS) TYP.
MIN.WIDTH =16 "FOR ONE STORY STRUCTURE
MIN. WIDTH = 24" FOR USE IN THE FIRST OF TWO
STORY STRUCTURES
MIN. 2x4 FRAMING
3/8" MIN. THICKNESS WOOD
STRUCTURAL PANEL SHEATHING
MIN.
DOUBLE
2x4 POST
MIN. 4200 LB TIE -DOWN DEVICE (EMBEDDED INTO
CONCRETE AND NAILED INTO FRAMING)
SEE SECTION R602.10.3.3
For SI: 1 inch = 25.4 mm,1 foot = 304.8 mm, 1 pound
MAX.
HEIGHT
10'
N.
FIGURE R602.10.3.3
METHOD PFH: PORTAL FRAME WITH HOLD -DOWNS
T
n
TYPICAL PORTAL
FRAME ;I--
CONSTRUCTION
!i
FORA PANEL SPLICE
(IF NEEDED), PANEL
EDGES SHALL BE
BLOCKED, AND OCCUR
WITHIN 24' OF MID -
HEIGHT. ONE ROW OF
TYP. SHEATHING-TO-
FRAMING NAILING IS
REQUIRED.
IF2x4 BLOCKING IS
USED, THE 2x4'S MUST
BE NAILED TOGETHER
WITH 316D SINKERS
MIN. 1000 1.8
TIE DOWN
DEVICE
EXTENT OF HEADER (TWO BRACED WALL SEGMENTS)
EXTENT OF HEADER (ONE BRACED WALL SEGMENT)
I
i i
L
L_
MIN. 3 "x 11.25 "NET HEADER
HEADER SHALL OCCUR AT TOP OF WALL
2' TO 18' (FINISHED WIDTH)
FASTEN SHEATHING TO HEADER WITH 8D COMMON
NAILS IN 3' GRID PATTERN AS SHOWN AND 3' O.C. IN
FRAMING AS SHOWN (STUDS AND SILLS) TYP.
MINIMUM 1000 LB HEADER -TO -JACK STUD STRAP ON �v
BOTH SIDES OF OPENING PER TABLE 8602.10.4.1.1
(INSTALL ON BACKSIDE AS SHOWN ON SIDE ELEVATION)
HEADER SHALL BE FASTENED TO THE KING STUD WIT
6 -160 SINKER NAILS
FORA PANEL SPLICE (IF NEEDED), PANEL EDGES SHALL BE
BLOCKED AND OCCUR WITHIN 24" OF MID HEIGHT. ONE
ROW OF TYP. SHEATHING -TO- FRAMING IS REQUIRED IN EACH
PANEL.
WOOD STRUCTURAL PANEL STRENGTH AXIS
MIN. (2) 2x4 TYP.
MIN. LENGTH BASED ON 4:1 HEIGHT -TO- LENGTH RATIO:
FOR EXAMPLE: 24 " MIN. FOR 8' HEIGHT
BRACED
WALL
[SEGMENT
PER
R602.10.4
NO. OF
JJACK STUDS
Y PER TABLE
R502.5( &2)
MIN. 2.5" x' /, s" PLATE WASHER
ANCHOR BOLT PER R403.1.6 TYP.
TOP PLATE CONTINUITY IS
REQUIRED PER SECTION R602.3.2
SIDE
ELEVATION
16D SINKER
NAILS IN 2 ROWS
3. 0.C.
1000 LB HEADER -
T0- JACK -STUD STRAP
ON BOTH SIDES
OF OPENING
'As' MIN.
THICKNESS WOOD
STRUCTURAL PANEL
SHEATHING
For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound force = 4.448 N.
FIGURE R602.10.3.4
METHOD PFG PORTAL FRAME AT GARAGE DOOR OPENINGS IN SEISMIC DESIGN CATEGORIES A, B AND C
172 2009 INTERNATIONAL RESIDENTIAL CODE()
SECTION R602
WOOD WALL FRAMING
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 glared laminated timbers. Glued
laminated timbers shall be manufactured and identified as
required in ANSUAITC A190.1 and ASTMD 3737.
602.1.3 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).
R602.3 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 w,alis shall conform to the 'require -
ments of Table R602.3(3). 'r
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-
Exception: Jack studs, trimmer studs and cripple studs at
openings in walls that comply with Tables R502.5(1) and wh
R502.5(2).
R602.3.1 Stud size, height and spacing. The size, height and to
spacing of studs shall be in accordance with Table R602.3.(5). a
neering practice.
146
Exceptions:
1. Utility grade studs shall not be spaced more than
16 inches (406 nun) on center, shall not support
more than a roof and ceiling, and shall not exceed 8
feet (2438 mm) 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 R602.3.1.
R602.3.2 Top plate. Wood stud walls shall be capped with a
double top plate installed to provide overlapping at corners
and intersections with bearing partitions. End joints in top
plates shall be offset at least 24 inches (610 min). 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 mm) 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 nun)
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
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
hall be permitted to be constructed with 2- inch -by -3 -inch (51
nun by 76 mm) studs spaced 24 inches (610 mm) on center or,
en not part of a braced wall line, 2- inch -by -4 -inch (51 nun
y 102 mm) flat studs spaced at 16 inches (406 mm) on center.
tenor nonbearing walls shall be capped with at least a single
to plate. Interior nonbearing walls shall be fireblocked in
ccordance with Section R602 8
2009 INTERNATIONAL RESIDENTIAL CODE°
HARRIS, SPC CURTIS
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Mr. Service Inc.
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6/29/2012
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HARRIS, SPC CURTIS
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Mr. Service Inc.
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6/29/2012
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