2012, 04-18 Permit App: BLD-2012-0421 Remodel Community Development Department (Staff Use Only
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Permit Center y I Z_ ,l
11703 East Sprague Avenue, Suite B-3 PERMIT NUMBER: \� VI
Spokane Valley, WA 99206
Spcokane Tel: (509) 688-0036 PERMIT FEE:
.•••0 Valley Fax: (509) 688-0037
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RESIDENTIAL CONSTRUCTION PERMIT APPLICATION
❑ NEW CONSTRUCTION EJ ADDITION/REMODEL 0 ACCESSORY BUILDING
0 DECK D OTHER
SITE ADDRESS: 516 S. Leta rd. Spokane Valley, WA 99216
ASSESSORS PARCEL NO.: 45222.1234 LEGAL DESCRIPTION: Single Family Residence
BUILDING OWNER NAME: James R. Stone
NAME:James R. Stone
ADDRESS:516 S. Leta rd.
CITY: Spokane Valley STATE: WA ZIP: 99216
PHONE:509.892.5304 FAX: CELL:
CONTACT NAME: James R. Stone
PHONE: 509.892.5304 FAX: CELL:
CONTRACTOR NAME: James R. Stone —0 LA-) A-42---r-
MAILING ADDRESS: 516 S. Leta rd. Spokane Valley, WA 99216
CITY: Spokane Valley STATE: WA zip: 99216
PHONE: 509.892.5304 FAX: CELL:
CONTRACTOR LICENSE NO.: EXPIRES: CITY BUSINESS LICENSE NO.:
DESCRIBE THE SCOPE OF WORK IN DETAIL AND INDICATE USE & PROPOSED USE:
Add Bathroom in Downstairs
Add Bathroom in Downstairs
****YOU MUST COMPLETE THE FOLLOWING****
MARK N/A IF NOT APPLICABLE
Height to Peak:n/a Dimensions:8x10 No. of Stories:n/a Total Habitable 80 sq. ft.
Space: q
Main Floor SQ FT:n/aUpper Floor SQ FT: Unfinished Basement SQ Finished Basement SQ
n/a FT: nia FT:n/a
•
Garage SQ FT: Deck/Covered Patio SQ Impervious Surface 30%Slopes on
n/a FT: Area: n/a Property: n/a
n/a
No.of Bedrooms:n/a Construction Type: Heat Source: Sewer or Septic:sewer
TOTAL COST OF PROJECT: $ 5500
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.
Effecti a October 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
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BUILDING PLANNING
R305.1.1 Basements. Portions of basements that do not SECTION R307
contain habitable space,hallways,bathrooms,toilet rooms TOILET, BATH AND SHOWER SPACES
and laundry rooms shall have a ceiling height of not less R307.1 Space required. Fixtures shall be spaced in accor-
than 6 feet 8 inches(2032 mm).
dance with Figure R307.1,and in accordance with the require-
Exception:Beams,girders, ducts or other obstructions ments of Section P2705.1.
may project to within 6 feet 4 inches (1931 mm) of the R307.2 Bathtub and shower spaces. Bathtub and shower
finished floor. floors and walls above bathtubs with installed shower heads
and in shower compartments shall be finished with a
nonabsorbent surface. Such wall surfaces shall extend to a
height of not less than 6 feet(1829 mm)above the floor.
SECTION R306
SANITATION SECTION R308
R306.1 Toilet facilities.Every dwelling unit shall be provided GLAZING
with a water closet,lavatory,and a bathtub or shower. R308.1 Identification.Except as indicated in Section R308.1.1
each pane of glazing installed in hazardous locations as defined
R306.2 Kitchen.Each dwelling unit shall be provided with a in Section R308.4 shall be provided with a manufacturer's desig-
kitchen area and every kitchen area shall be provided with a nation specifying who applied the designation,designating the
sink. type of glass and the safety glazing standard with which it com-
plies, which is visible in the final installation.The designation
R306.3 Sewage disposal.All plumbing fixtures shall be con- shall be acid etched, sandblasted, ceramic-fired, laser etched,
nected to a sanitary sewer or to an approved private sewage din- embossed,or be of a type which once applied cannot be removed
posal system. without being destroyed.A label shall be permitted in lieu of the
R306.4 Water supply to fixtures.All plumbing fixtures shall manufacturer's designation.
be connected to an approved water supply.Kitchen sinks,lava Exceptions:
, tories, bathtubs, showers, bidets, laundry tubs and washing 1. For other than tempered glass,manufacturer's desig-
machine outlets shall be provided with hot and cold water. nations are not required provided the building official
WALL
115"IN
/WALL
O
ril 0
WALL MINI
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21"
-
21"IN
CL+ARANCE
21'IN
CLEARANCE 24 IN.CLEARANCE IN
FRONT OF OPENING
SHOWER
WATER CLOSET
OR BIDET
15 IN.-4—G WALL WALL
151N. �a
DI
211N. 211N.�
CLEARANCE CLEARANCE
WALL
211
WATER CLOSETS WALL
For SI: 1 inch=25.4 mm.
FIGURE R307.1
MINIMUM FIXTURE CLEARANCES
2009 INTERNATIONAL RESIDENTIAL CODE®
55
WALL CONSTRUCTION
SECTION R602 Exceptions:
WOOD WALL FRAMING
1. Utility grade studs shall not be spaced more than
R602.1 Identification. Load-bearing dimension lumber for 16 inches (406 mm) on center, shall not support
studs,plates and headers shall be identified by a grade mark of more than a roof and ceiling,and shall not exceed 8
a lumber grading or inspection agency that has been approved feet (2438 mm) in height for exterior walls and
by an accreditation body that complies with DOC PS 20.In lieu load-bearing walls or 10 feet(3048 mm)for inte-
of a grade mark,a certification of inspection issued by a lumber rior nonload-bearing walls.
grading or inspection agency meeting the requirements of this
section shall be accepted. 2. Studs more than 10 feet (3048 mm) in height
112602.1.1 End jointed lumber.Approved end jointed lum- which are in accordance with Table R602.3.1.
her identified by a grade mark conforming to Section 8602.3.2 Top plate.Wood stud walls shall be capped with a
double top plate installed to provide overlapping at corners
8602.1 may be used interchangeably with solid-sawn mem-
and intersections with bearing partitions.End joints in top
bers of the same species and grade.
plates shall be offset at least 24 inches(610 mm).Joints in
R602.1.2 Structural glued laminated timbers. Glued plates need not occur over studs.Plates shall be not less than
11
laminated timbers shall be manufactured and identified as 2-inches (51 mm) nominal thickness and have a width at
required in ANSUAITC A190.1 and ASTM D 3737. least equal to the width of the studs.
R602.1.3 Structural log members.Stress grading of strut- Exception: A single top plate may be installed in stud
tura] log members of nonrectangular shape, as typically walls,provided the plate is adequately tied at joints,cor
used in log buildings,shall be in accordance with ASTM D ners and intersecting walls by a minimum 3-inch-by-
3957.Such structural log members shall be identified by the 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
grade mark of an approved lumber grading or inspection
agency.In lieu of a grade mark on the material,a certificate wall or segment of wall by six 8d nails on each side,pro
of inspection as to species and grade, issued by a him- vided the rafters or joists are centered over the studs with
ber-grading or inspection agency meeting the requirements a tolerance of no more than 1 inch(25 mm).The top plate
of this section,shall be permitted to be accepted. may be omitted over lintels that are adequately tied to
adjacent wall
R602.2 Grade.Studs shall be a minimum No.3,standard or previously described sections with steel plates or equivalent as
stud grade lumber.
R602.3.3 Bearing studs.Where joists,trusses or rafters are
spaced more than 16 inches (406 mm) on center and the
Exception: Bearing studs not supporting floors and
nonbearing studs maybe utility grade lumber,provided the bearing studs below are spaced 24 inches(610 mm)on cen-
ter, such members shall bear within 5 inches (127 mm)of
studs are spaced in accordance with Table R602.3(5).
R602.3 Design and construction. Exterior walls of the studs beneath.
wood-frame construction shall be designed and constructed in Exceptions:
accordance with the provisions of this chapter and Figures 1. The top plates are two 2-inch by 6-inch(38 mm by
R602.3(1) and R602.3.(2) or in accordance with AF&PA's 140 mm)or two 3-inch by 4-inch(64 mm by 89 mm)
NDS.Components of exterior walls shall be fastened in accor- members.
dance with Tables R602.3(1) through R602.3(4). Structural
wall sheathing shall be fastened directly to structural framing 2. A third top plate is installed.
members.Exterior wall coverings shall be capable of resisting 3. Solid blocking equal in size to the studs is installed
the wind pressures listed in Table R301.2(2)adjusted for height to reinforce the double top plate.
and exposure using Table R301.2(3). Wood structural panel R602.3.4 Bottom(sole)plate.Studs shall have full bearing
sheathing used for exterior walls shall corifoirm t4 the;equire- on a nominal 2-by(51 mm)or larger plate or sill having a
ments of Table R602.3(3).' width at least equal to the width of the studs.
Studs shall be continuous from support at the sole plate to a R602.4 Interior load-bearing walls. Interior load-bearing
support at the top plate to resist loads perpendicular to the wall. walls shall be constructed,framed and fireblocked as specified
The support shall be a foundation or floor,ceiling or roof dia- for exterior walls.
phragm or shall be designed in accordance with accepted engi- R602.5 Interior nonbearing walls.Interior nonbearing walls
neering practice.
shall be permitted to be constructed with 2-inch-by-3-inch(51
Exception: Jack studs, trimmer studs and cripple studs at 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
openings in walls that comply with Tables 8502.5(1) and
R502.5(2). by 102 mm)flat studs spaced at 16 inches(406 mm)on center.
Interior walls shallcaed with at least a
R602.3.1 Stud size,height and spacing.The size,height and top plate.oInt orgno bearing be wallsshall be fireblockedgle in
spacing of studs shall be in accordance with Table R602.3.(5). accordance with Section R602.8.
146
2009 INTERNATIONAL RESIDENTIAL CODES
pokane
CITYOF
Valle
11703 E Sprague Ave Suite
8 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. 8319.1 Address Numbers—Buildings shall have approved address numbers consisting of a minimum 4
inches high and a minimum stroke width of1/2 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 Y2 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 toguardrails(4 inc
hanagfer�sp �re) is
required for operable portions of windows less than 24 inches above the finished floo ; nd grLahan 72
inches above the adjacent exterior grade or surface below.
10. R702.4.2 Tile Backer Board—Section requires cement,fiber-cement, or gla ,. It i th w�i1M3tVy32
installation in tub and shower areas and wall panels in shower areas. 1,1 J ma
11. R703.2 and Table R703.4—Water Resistive Barrier—Felt, or other approved barrier(house tyrant ;�
required over all exterior wall studs or sheathing, and there is no longer arrexcey-tion 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 light source) lamps. Exception allows
incandescent fixtures controlled by motion sensors with integral photo sensors.
4/56%...\1114'ely.
REVIEWED FOR CODE COMPUANCE
SPOKANE VALLEY BUILDING DIVISION
THIS
CITY COPY TO FIELD INSPECTION SUBJECTNG
CORRECTIONS