2012, 05-04 Permit App: BLD-2012-0571 GarageSpokane
.•OValley
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@sookanevallev.orq
(Staff Use Only)
PERMIT NUMBER:
PERMIT FEE:
RESIDENTIAL CONSTRUCTION PERMIT APPLICATION
NEW CONSTRUCTION
0 DECK
ADDITION/REMODEL 0 ACCESSORY BUILDING
0 OTHER
SITE ADDRESS: / go /7 LD4 b- 22 S pohci-vw, V iQ-) l L./
ASSESSORS PARCEL NO.: LEGAL DESCRIPTION: 99 /6,
BUILDING OWNER NAME:
NAME:
.--ZVDDA t ,
ADDRESS: imkette 11 Le) #.1
CITY:
PHONE:
CONTACT NAME:
PHONE:
CONTRACTOR NAME:
STATE:
t, 4 ZIP: f l ie
FAX: CELL:
FAX:
CE L:
MAILING ADDRESS:
Cm:
STATE:
PHONE:
FAX:
RECEIVE;
CSV PFRM T CFP ,..,.
( i, �[
Project # -42--7J
Ne,rie
Suhm}f"I`i/-_----.
CELL:
CONTRACTOR LICENSE No.:
EXPIRES: CITY BUSINESS LICENSE NO.:
DESCRIBE THE SCOPE OF WORK IN DETAIL AND INDICATg USE & PROPOSED USE:
****YOU MUST COMPLETE THE FOLLOWING****
MARK N/A IF NOT APPLI
Height to Peak:. 4
Dimensions:
6f
No. of Stories:
4.22/,,t -Space:
Total Habitat
Tt
Main Floor SQ FT:
Upper Floor SQ Ff9L
/'
Unfinished ment SQ
.1A
Finished ”sent SQ
FT: ////
Garage SQ FT:
/1 1-1
Deck/Covered atio SQ
FT: 0 ,% /9
Impervious�urface
Area:
✓f!
30% Slopes on
Property:
No. of Bedrooms:
Construction Type:
Heat Source:
(Sewerpr Septic:
TOTAL COST OF PROJECT: $
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 subsequerDtly approved before this application can be processed.
Signature
Date:
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.
ITT 'PLAN
Property lines and dimensions
dfQirection arrow pointing North and orientation to streets
c1roposed/existing buildings (footprint and dimensions)
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:
O 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
O Floor Plan of each level (finished or unfinished) with dimensions:
o Floor Joist direction, size and spacing
o Header, beam or concrete lintel sizes
o Brace wall panel locations
o Water heater and furnace locations
o Exhaust fan locations
o Deck or concrete patio sizes and locations
O Roof Plan:
o Engineered truss direction and spacing
o Rafter and over frame direction, size and spacing
O 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 6mil 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 Window and door location and sizes
o Window well locations if applicable
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
❑ Sheathing or concrete floor size/ insulation
o Footing bottom to finished ground level depth
o Horizontal & vertical reinforcement if any
o Reinforcement if any
❑ Active system with 6 mil vapor barrier
o Footings/ post/ and beam size and locations
O Handrail / Guard height & spacing
_i.
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/
PLANNING DEPT. APPROVED
BY:
DATE: S �`� ���
RECEIVED
CS\' PERMIT CENTER
Y 4 22012
('rojcct# Al _pc -7/
Name ,i4v_c_((
Submittal #
IL/O f Lowi
44-X? A
a
rl
FOUNDATION PLAN
PLEASE COMPLETE THE FOLLOWING INFORMATION AND ADD ON TH
BUILDING DIMENSIONS: �,t' X All
GARAGE OPENING AND HEADER SIZE:
INDICATE THE LOCATION AND SIZE OF ALL WINDOWS AND DOORS 0
d RIDGE E
WIDTH
WING BELOW.
RECEIVED
. CSV PERM T CEN'
tviY 4?z,
Name
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1
THIS BUILDINL3 S
0 FIELD INSPECTIcj 'C
:ECT
RECTIONS
RECI
CSV PERM!T
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Prot #
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Please note that while every effort is made to assure the accuracy of the infomsaUon contained in this brochure is
not warranted for accuracy. This document is not intended to address all aspects or regulatory requirements for a
project and should serve as a staring 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.
re/
SPOKANE VALLEY BUILDING DEPARTMENT
11707 E. Sprague Avenue #106, Spokane Valley, Washington 99206 - Te1509-668-0036 - Fax 509-6'86-0037
Following is a typical Cross-sec5on for a residential garage. It may not represent the proposed project If you are using this datail
ES a por5on of your plan submittal, please complete the requested infonra5on in the boxes provided on both sides of this sheet
This completed sheet, along with arty add5onai information needs b be submitted with your aplrca5on and be on site at the lime
of inspec5on.
PROTECTION AND OPENINGS BETWEEN
DWELLINGS AND PRNATE GARAGES SHALL HAVE:
1) MATERIALS APPROVED FOR ONE HOUR FIRE
RESISTIVE CONSTRUCTION ON THE GARAGE SIDE:
' 515• TYPE 7C GYP BOARD (HABITABLE SPACE ABOVE)
' 112' GYP BOARD (RESIDENCEIATTIC, FLOOR/CEIUNG)
2) OPENINGS BETWEEN GARAGE AND RESIDENCE
SHALL BE EQUIPPED WITH SOLID WOOD DOOR, SOLID OR
HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 318",
OR 20 MINUTE FIRE RATED DOORS.
ALTERNATE FOUNDATION FOR
ACCESSORY BUILDINGS FROM
• 400 SO. FT. TO 3000 SO. FT.
SECTION A -A
THIS MOLDING SUBJECT
TO FIELD INSPECTION C•: CTIONS
NOTE:
Diagonal wall bracing required on
each comer and every 25 feet of wail.
Walls within 3 feet of a property fine or
within 6 feet of a dwelling must be 1 hour
rated. (5!8' type X gypsum sheathing
on both sides of wall). Openings are not
permitted in these walls. Garages over
3,000 sq. ft. require proteec5on when
closet than 20 feet b the property line.
Parapets may be required.
TWO,Atri .7)4,6
GOA C'.5"+ _ ROOFING MATERIAL
7.74 ROOFING PAPER
79, S{�
ROOF
ENGINEERED TRUSS OR
SIZE AND SPACING
x ZZ' @ ttJ` O.C.
SHEATHING
SOLID BLOCKING
B ETWEEN.TRUSSES
w�
1[ 1 .WALL SHEATHING
e(yki r * T SIDING
DOUBLE TOP PLATE ti
WALL HEIGHT
o
2x @ ((1 O.C.
I1
PRESSURE TREATED
OLE PLATE
3-112' r • CRETE SLAB
24" MIN. 6' MIN.
ANCHOR BOLT
• 12"x9' MIN./
• , (7' INTO CON
6' O. C. OR AP•
5'X12' ANCHOR I
FOOTING PER MANU
ROVED
ALLED
CTURER
1
1.111,111.
#Valley
e
11703 E Sprague Ave Suite B-3• Spokane Valley WA 99206
♦509.720.5240 ♦ Fax: 509.688.0037 •
Twelve Things You Must Know!!
1. WAC Amendment Table R302.1 Fire Resistant Construction for Exterior Walls — Eave or other projections
for walls less than 5 feet from property lines require one hour fire protection on the underside unless fire
blocking is provided at the wall or no gable end vent is installed. This effectively eliminates any venting at
the exterior wall if within 5 feet of the property line without fire protection.
2. R319.1 Address Numbers — Buildings shall have approved address numbers consisting of a minimum 4
inches high and a minimum stroke width of 1/2 inch plainly legible and visible from the street.
3. WAC Amendment R327.1 Protection Against Radon — State adoption of IRC Appendix F for mitigation
measures applicable for buildings constructed in "High Radon Potential Counties" (Spokane County).
Appendix F Section AF101.1 (WAC Amendment) no longer permits un -vented (conditioned) crawl spaces.
Appendix F further requires passive radon vents to be installed in vented crawl spaces. WAC Amendment to
R408.2 permits 1:300 sq/ft ratios for ventilating crawl spaces.
4. Table R404.1.2(1) Minimum Horizontal Reinforcement for Concrete Basement Walls - Horizontal
reinforcement in all below ground stem walls is required with a minimum of (1) #4 rebar within 12 inches of
the top of the wall and (1) #4 rebar near mid height if less than 8 feet, and (1) #4 rebar within 12 inches of
the top of the wall and (1) #4 rebar at 1/3 points if more than 8 feet. Minimum vertical reinforcement is
listed in Table R404.1.2(8).
5. R502.2.2.3 Deck Lateral Load Connection — Hold-down tension devices shall be installed in not less than two
locations per deck, and each device shall have and allowable stress design capacity of not less than 1500
pounds.
6. R506.2.3 Vapor Retarder — A 6 mil polyethylene or approved vapor retarder with joints lapped not less than
6 inches shall be placed between the concrete floor slab and the base course or the prepared subgrade
where no base course exists. Exception is detached garages and other unheated accessory structures.
7. R602.10.8 Braced Wall Panel Joints — All vertical joints shall occur over and be fastened to common studs.
Horizontal joints shall occur over and be fastened to common blocking of a minimum 1 %2 inch thickness.
Exception omits blocking if twice the required minimum length of braced wall panels are provided.
8. R602.10.9 Cripple Wall Bracing — Cripple walls shall be braced with a type and length of bracing as required
for the wall above multiplied by a factor of 1.15 and decreasing the distance between brace wall panels to
18 feet instead of 25 ft.
9. R612.2 Window Sills — Window fall prevention protection similar to guardrails (4 inch diameter sphere) is
required for operable portions of windows Tess than 24 inches above the finished floor, and greater than 72
inches above the adjacent exterior grade or surface below.
10. R702.4.2 Tile Backer Board — Section requires cement, fiber -cement, or glass mat gypsum backers for tile
installation in tub and shower areas and wall panels in shower areas.
11. R703.2 and Table R703.4 — Water Resistive Barrier — Felt, or other approved barrier (house wrap) is
required over all exterior wall studs or sheathing, and there is no longer an exception for not requiring such
felt/barrier under panel sidings with shiplap joints.
12. Washington State Energy Code Section 505.2 Exterior Lighting- Luminaires providing outdoor lighting and
permanently mounted to a residential building or to other buildings on the same lot shall be high efficacy
(compact florescent with pin style base or similar efficient Tight source) lamps. Exception allows
incandescent fixtures controlled by motion sensors with integral photo sensors.
1
WALL CONSTRUCTION
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 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).
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: walls shall c<-6foirn.lc tlis equire-
ments of Table R602.3(3).1
1
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).
R6023.1 Stud size, height and spacing. The size, height and
spacing of studs shall be in accordance with Table R602.3.(5).
146
Exceptions:
1. Utility grade studs shall not be spaced more than
16 inches (406 mm) 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 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 mrn). 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
+ width at least equal to width of the studs.
R602.4 Interior loaelieading 4vail Interior load-bearing
walls shall be construct (PM
for exterior walls.
8602.5 IntcYi'or nonbearing walls. Interior nonbearing walls
shall be pefi#i#tefd tole 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 breed wall line; 2=inch:1iy= -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.
ireblocked as specified
2009 INTERNATIONAL RESIDENTIAL CODE®
THIS BUILDING SUBJECT
TO FIELD INSPECTION CORRECT''
REVIEWED FOR CODE COMPLIANCE
SPOKANE VALLEY BUILDING DIVISION
CITY COPY