2012, 04-20 Permit App: BLD-2012-0443 Remodel(Staff Use
p Only)
PERMIT NUMBER: D`ct i 2 -1/1/
PERMIT FEE: 06 X
Spokane
Valle) x
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(aspokanevalley.orq
RESIDENTIAL CONSTRUCTION PERMIT APPLICATION
❑ NEW CONSTRUCTION
❑ DECK
SITE ADDRESS: 2c, 5
❑ ADDITION/REMODEL
❑ OTHER
Tyles
❑ ACCESSORY BUILDING
ASSESSORS PARCEL NO.:
LEGAL DESCRIPTION:
BUILDING OWNER NAME:
NAME: M (l k 4/1450„,\J
ADDRESS: 3 2 1 5. L() Ki
CITY:
PHONE: (
CONTACT NAME:
FAX:
STATE: L()�
ZIP:
c.
CELL:
PHONE:
FAX:
CELL:
CONTRACTOR NAME: OW /\,.16-r2
MAILING ADDRESS:
CITY:
STATE:
ZIP:
PHONE:
FAX:
CELL:
CONTRACTOR LICENSE No.:
EXPIRES:
CITY BUSINESS LICENSE NO.:
DESCRIBE THE SCOPE OF WORK IN DETAIL AND INDICATE USE & PROPOSED USE:
Mk NI
de
PiLA/LS
****YOU MUST COMPLETE THE FOLLOWING****
MARK N/A IF NOT APPLICABLE
Height to Peak:
Dimensions:
(OX'Z� /Z X J2--
No. of Stories:
Total Habitable
Space:
Main Floor SQ FT:
Upper�%/Floor SQ FT:
Unfinished Basement SQ
FT:
Finished Basement SQ
FT:
Garage SQ FT:
Deck/Covered Patio SQ
FT: 2(azi._
Impervious Surface
Area:
30% Slopes on
Property: )48
No. of Bedrooms:
Construction Type:
Heat Source:
ewe; or Septic:
TOTAL COST OF PROJECT: $ /DOD ' vv
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 sNbsequently approved before this application can be processed.
Date: A p— --- Z O, 7_6 ( Z
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
RESIDENTIAL CHECK LIST DIRECTIONS:
Place a check mark in box next to each document required for complete submittal.
o SITE PLAN
o Property lines and dimensions
o Direction arrow pointing North and orientation to streets
o Proposed/existing buildings (footprint and dimensions)
o Utilities, septic tank/drain field locations and distances
o Setbacks to property lines
o Distance between buildings
o Right of way/easement location & sizes
o Driveway approach size and location
BUILDING PLANS (3 SETS) (minimum 1/8 inch scale or completely dimensioned)
O Elevations (Front/Rear/Sides) with roof peak and wall height including basement:
❑ Foundation Plan (crawlspace, basement or slab on grade)
o Footing sizes and locations
o Perimeter concrete foundation wall sizes
o Crawlspace ventilation
o Supporting wood cripple walls or beams
o Thickened concrete pads supporting
beams or girder trusses
❑ Floor PIan of each level (finished or unfinished) with dimensions:
o Floor Joist direction, size and spacing ❑ Window and door Idcation 'and sizes
o Header, beam or concrete lintel sizes ❑ Window well locations if applicable
o Brace wall panel locations
❑ Water heater and furnace locations
o Exhaust fan locations
o Deck or concrete patio sizes and locations
❑ Roof PIan:
o Engineered truss direction and spacing
o Rafter and over frame direction, size and spacing
❑ Wall Section Detail including:
Roof
o Slope/ roofing material/ underlayment/ ice dam protection
o Sheathing size and type
Ceiling
o Joist size and spacing
Wall
o Height/ top plate/ stud size and spacing/ sole plate
o Exterior sheathing size and type
Floor
o Joist size and spacing
Foundation Wall
o Concrete or Masonry unit width
o Earth to wood separation distance
Footing
o Size
Radon
o Passive system with Emil vapor barrier
Miscellaneous Construction Details
❑ Deck:
o Floor plan/ side view/ dimensions
o Floor Joist/ decking direction, size and spacing
❑ Stairway tread rise & run and nosing
o Room usage labels
o Smoke detector locations
o Attic and crawl space access locations
o Fire Wall construction
o Ridge, eave and valley lines
o Beam and girder size and location
o Truss or rafter size, spacing & connection,.
o Attic insulation/ air space baffle/ ventilation
❑ Size of ceiling gypsum wall board
o Siding/ exterior house wrap/ anchor bolts
o Insulation, vapor barrier, gypsum wall board
o Sheathing or concrete floor size/ insulation
o Footing bottom to finished ground level depth
o Horizontal & vertical reinforcement if any
❑ Reinforcement if any
❑ Active system with 6 mil vapor barrier
0 Footings/ post/ and beam size and locations
O Handrail / Guard height & spacing
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Diagonal Bracing: Provide diagonal bracing both parallel
and perpendicular to the beam at each post as shown in
Figure 22. When parallel to the beam, the bracing shall be
bolted to the post at one end and beam at the other. When
perpendicular to the beam, the bracing shall be bolted to
the post at one end and a joist or blocking between joists at
the other. When a joist does not align with the bracing loca-
tion provide blocking between the adjacent joists. Decks
attached to the house as shown in Figure 23A do not require
diagonal bracing perpendicular to the house. Diagonal
bracing parallel to the house may be omitted at the beam
adjacent to the house for a free-standing deck attached as
shown in Figure 23.
Free-standing Deck - Attachment to House: Attach the
deck rim joist to the existing house exterior wall as shown
in Figure 23 for a free-standing deck. The wall must be
sheathed with minimum 3/8"wood structural panel sheath-
ing. Use lag screws or thru-bolts when fastening to an exist-
ing band joist or wall stud; use expansion anchors or epoxy
Figure 23. Attachment of Free -Standing Deck to House
for Deck Stability
exterior sheathing
min. thickness = 3/8"
existing wall stud,
band joist, orcon-
crete or masonry
foundation wall
fasteners @ 16"o.c.
staggered
remove siding at rim joist
location prior to installation
/--�—continuousflashing extending
past rim joist fasten rs
rim joist
—��-- beam & post—.6
anchors when fastening to concrete or masonry. DO NOT
ATTACH TO BRICK VENEERS. VERIFY THIS CONDITION IN THE
FIELD PRIOR TO UTILIZING THIS METHOD. Fasteners shall
be 16"on center and staggered in 2 rows for free-standing
decks. Flashing over the rim joist is required and must be
installed in accordance with the flashing provisions in the
LEDGER ATTACHMENT REQUIREMENTS.
Deck Supported by Ledger - Attachment to House:
Where supported by attachment to an exterior wall (Fig-
ures 14, 15, or 16), decks shall be positively anchored to the
primary structure and designed for both vertical and lateral
loads as applicable [R502.2.2]. The lateral Toad connection
required shall be permitted to be in accordance with Figure
23A. Hold down tension devices shall be provided In not
less than two locations per deck, and each device shall have
an allowable stress design capacity of not less than 1,500 Ib
[R502.2.2.3].
Figure 23A. Example of a Lateral Load Device for a
Deck Attached to a House with a Ledger
floor sheathing nailing
at 6"maxim um on
center to joist with hold
down
hold down or similar
tension device
floor joist
deck joist
GUARD REQUIREMENTS
All decks greater than 30"above grade are required to have
a guard (R312.1] - one example is shown In Figure 24. Other
methods and materials may be used for guard construction
when installed according to the manufacturers installation
instruction, or as approved by the authority having jurisdic-
tion. Where a guard is required and fixed seating is provided
the guard height is measured from the top of the fixed seat-
ing.
Figure 24. Example Guard Detail - Best Practice
4x4 post, typical.--. 6'-0"maximum spacing --.--
DO NOT NOTCH 1 1 -2x6 or 5/4 board
/ rail cap
1 -
36" I j f
1
minimum I
'
I i I 1i
�p'/
fr 2x2 baluster, typical
2x4 top and bottom;
attach to guard post with
(2)#8 wood screws < 2-1/2"
long on inside face.
(2) 1/2"diameterthru-bolts—% `,Lopenings shall not allow attach balusters at top and bottom with
and washers the passage ofa 4"diameter (1)#8 wood screw or (2)8d post -frame
sphere threaded nails with 0.123" nominal diameter
- 16 -
GUARD POST ATTACHMENTS
Deck guard posts shall be a minimum 4x4 (nominal) with an
adjusted bending design value not less than 1,100 psi.
Guard posts for guards which run parallel to the deck joists
shall be attached to the outside joist per Figure 25. Guard
posts for guards that run perpendicular to the deck joists
shall be attached to the rim joist in accordance with Figure
26. Only hold down anchor models meeting these mini-
mum requirements shall be used. Hold down anchors shall
have a minimum allowable tension load of 1,800 pounds for
a 36"maximum rail height and be installed in accordance
with the manufacturer's instructions.
Figure 25. Guard Post to Outside Joist Example- Best Practice
*guard posts may be
located on either side
of the outside -joist
guard post
(2) 1/2" dia. th ru-
bolts and washers
see Figure 24 for guard
component attachment
requirements
*guard posts can be installed
as shown in Figure 26 (between
joists) if blocking is installed as
shown below within 12"of each
side of the post
at first interior bay, provide 2x blocking at guard posts
with hold-down anchors; attach blocking with 10d
threaded nails top and bottom, each side
2 mi , 00
2-1/2"min. and 5"max.
2"mires
outside joist
SECTION
outside joist
guard post
PLAN VIEW
Figure 26. Guard Post to Rim Joist Example- Best Practice
see Figure 24 for guard —.-
component
►component attachment
requirements
guard post
rim joist
hold-down anchor
joist
minimum (2)1/2"
diameter thru-
bolts and washers
SECTION
2"min.
2-1/2" min. and 5"max.
2"min.
hold-down anchor
joist
align guard
post at joist
locations
rim joist
hold-down anchor
at joist location
PLAN VIEWS
-17-
between joists
guard post
rim joist
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 ofa 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 -
riser,heightshall 1
not deviate from l
one another by i�l.,
more than 3/8" ► I f
—�"I jfT – 3/4" 1-1/4" nosing;
nosing shall not deviate
from one another by
more than 3/8"
C riser may be open, but
\ shall not allow the
passage of 4" diameter
sphere -1
1 —risers: lx material,
11 minimum
'3–treads: see Figure 29 and Table 6
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
z 2-1 /2"long
3x treads - (2) 16d threaded nails or (2)#8 screws
3-1/2"long
stringer
treads:2x or 5/4 board
treads: see Table
tJJ
stringer
CUT STRINGER
36"max.
4
2x4 ledgers, each side, full
depth of tread; attach with (4)
10d threaded nails or (4)#8
wood screws z 3' long
SOLID STRINGER
-18-
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).
Figure 28. Stair Stringer Requirements
r max. span = 7'-0" for Southern Pine
max. span = 6'-O: for other Table '
1, l A species
CUT STRINGER
Imax. span = 16'-6" for Southern Pine
max. span =13'-0"far other Table
1, lA 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
1 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.
Design values based on northern species with no incising
assumed.
•
p
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
0
0
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) [11311.7.7]. 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) [R311.7.7.1]. 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 32B).
Type I shall have a perimeter dimension of at least 4"and
not greater than 6-1/4': Type II rails with a perimeter -greater.
}.j1 '-
Figure 32A. Handrail Mounting Examples
fasten handrails per manufacturer recommendations
1 3/4"minj
1
1 1/2"min -.-
1 1/2"min
wall —►
------guard post
MOUNTED TO GUARD
1 3/4"min
- 2x blocking
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
rt. Hatrouit..
13,41 1/2"- 2 3/4"
•
3000 A' )a G34
Af.i/2"-2a�__a .0 n
21/4"max. icr
r3N3R
Nano?.
E
NONCIRCULAR
CIRCULAR
[R311.7.7.3Type I]
Perimeter: 4"- 61 /4"
RECESSED
[11311.7.7.3 Type II]
Perimeter: > 61/4"
STAIR LIGHTING REQUIREMENTS'[ 303.61
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.
Some of the text and Images contained in this brochure have been extracted from various publications
and are the courtesy of the International Code Council, and the American Wood Council. While every
effort has been made to insure the accuracy of the information presented, jurisdictions as indicated on
this brochure do not assume responsibility for errors and omissions in this document. Those using this
document assume all liability arising from its use.
REVIEWED FOR CODE
COMPLIANCE
SPOKANE VALLEY BUIL
ING DIMON
ele_
O —/
CITY COPY
THIS BUILDING SUBJECT
'TO FIELD INSPECTION CORRECTIONS
Please note that while every effort is made to assure the accuracy of the Information contained in this brochure it is not warranted for accuracy. Thls document is
not Intended to address all aspects or regulatory requirements for a protect and should serve as a starting point for your investigation. For detailed information on
a particular project, permit, or code requirement refer directly to applicable file and/or code/regulatory documents or contact the appropriate division or staff.
BP -68 10/11
-20-