2012, 06-28 Permit App: BLD-2012-1002 Finish Basement G i , :r i( . 002—
Community Development Department (Staff Use Only)
�.v Permit Center
11703 East Sprague Avenue, Suite B-3 PERMIT NUMBER:
SCITY Wu-- -
pokane Spokane Valley, WA 99206
�jj� c Tel: (509) 688-0036 PERMIT FEE:
galley Fax: (509) 688-0037
permitcenter@sookanevallev.orq
RESIDENTIAL CONSTRUCTION PERMIT APPLICATION
0 NEW CONSTRUCTION 1 ADDITION/REMODEL 0 ACCESSORY BUILDING
0 DECK 0 OTHER
SITE ADDRESS: 13 2_7 S U 0,71 -- /21i'e'- e--N r_.,,
ASSESSORS PARCEL NO.: LEGAL DESCRIPTION:
BUILDING OWNER NAME:
NAME: (/V\oA(, V C) S S
ADDRESS: \---S Z1 S U a\I.\ ---- /✓ -C r lttd\\ •
CITY: '3 P U r—G1 v1'L v U LC STATE: vv/9 ZIP: q Z 4
PHONE: CSSq) '2— 70 — / 3�c #4...-kL
FAX: CELL: C,
CONTACT NAME: Z 5/2,--i a e- ( 1-o S S
PHONE: FAX: CELL:
CONTRACTOR NAME: . .----S/lz a C ,Q__o SS
MAILING ADDRESS: 1.3 Z 1 ' U 0`//1 tex,—f ei' •
CITY: 5',, A-7lc-,./I C (U`�6(E'- Gj STATE: LA-) n ZIP:,. ./ q Z cc.
PHONE: C5-C) ) —2-- 7 b /3 SFAX: CELL: (
CONTRACTOR LICENSE No.: EXPIRES: CITY BUSINESS LICENSE NO.:
DESCRIBE THE SCOPE OF WORK IN DETAIL AND INDICATE USE & PROPOSED USE:
****YOU MUST COMPLETE THE FOLLOWING****
MARK N/A IF NOT APPLICABLE
Height to Peak: A e Dimensions: No. of Stories: Total Habitable
U/l Space:
Main Floor SQ FT: Upper Floor SQ FT:/(A Unfinished Basement SQ Finished Basement SQ
7 oU I/� FT: 6 oO FT:
Garage SQ FT: Deck/Covered Patio SQ Impervious Surface 30%Slopes on
2 OC) FT: 3 S Area: Property:
No. of Bedrooms: Construction Type: Heat Source: ff-rruet Sewe)or Septic:
TOTAL COST OF PROJECT: $ 3 i5 CO tic J�f�(G-� l
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 4 ( /)1— Date: 6 2-g' l 2--
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.
❑ SITE PLAN
o Property lines and dimensions o Setbacks to property lines
o Direction arrow pointing North and orientation to streets o Distance between buildings
o Proposed/existing buildings (footprint and dimensions) o Right of way/easement location &sizes
o Utilities, septic tank/drain field locations and distances o 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):
o Footing sizes and locations o Supporting wood cripple walls or beams
o Perimeter concrete foundation wall sizes o Thickened concrete pads supporting
o Crawlspace ventilation beams or girder trusses
❑ Floor Plan of each level (finished or unfinished)with dimensions:
o Floor Joist direction, size and spacing ❑Window and door location and sizes
o Header, beam or concrete lintel sizes o Window well locations if applicable
o Brace wall panel locations ❑ Room usage labels
o Water heater and furnace locations ❑ Smoke detector locations
o Exhaust fan locations ❑Attic and crawl space access locations
o Deck or concrete patio sizes and locations o Fire Wall construction
❑ Roof Plan:
o Engineered truss direction and spacing ❑ Ridge, eave and valley lines
o Rafter and over frame direction, size and spacing o Beam and girder size and location
❑ Wall Section Detail including:
Roof
o Slope/roofing material/underlayment/ice dam protection o Truss or rafter size, spacing &connection
o Sheathing size and type ❑Attic insulation/air space baffle/ventilation
Ceiling
o Joist size and spacing o Size of ceiling gypsum wall board
Wall
o Height/top plate/stud size and spacing/sole plate ❑ Siding/exterior house wrap/anchor bolts
o Exterior sheathing size and type o Insulation, vapor barrier, gypsum wall board
Floor
o Joist size and spacing ❑ Sheathing or concrete floor size/insulation
Foundation Wall
o Concrete or Masonry unit width o Footing bottom to finished ground level depth
o Earth to wood separation distance o Horizontal &vertical reinforcement if any
Footing
o Size ❑ Reinforcement if any
Radon
o Passive system with 6mil vapor barrier ❑Active system with 6 mil vapor barrier
Miscellaneous Construction Details
❑ Deck:
o Floor plan/side view/dimensions o Footings/post/and beam size and locations
❑ Floor Joist/decking direction, size and spacing
O Stairway tread rise &run and nosing 0 Handrail/Guard height&spacing
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THIS BUILDING SUBJECT
TO FIELD INSP
4,- ECTION C
ORRECTIpNK^
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EXHAUST FANS: Kitchen— 100cfm,
Smoke alarms shall be interconnected and hard wired in such a Bathroom-50cfm, Laundry-
manner that the activation of one alarm will activate all alarms
(bedrooms,areas approaching bedrooms,vaulted ceiling with rise 50cfm vented to exterior
of 24 inches&on each floor
Fire Blocking: Required vertically at ceilings and floor level
and horizontallyat 10 ft intervals in concealed spaces with CEILING: 34"GWB allowed if perpendicular to
P rafters or trusses 24"oc and no water based
glass fiber or mineral wool insulation,2"lumber or texture used-otherwise 5/8"GM.
equivalent layered approved materials
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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 8307.1 Space required. Fixtures shall be spaced in accor-
than 6 feet 8 inches(2032 mm). p
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 dis- 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
manufacturer's designation.
R306.4 Water supply to fixtures.All plumbing fixtures shall
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
1.15"IN�
/WALL
FN. I air
t MIN.
21'IN "-' -
��� CLEARANCE
}
21'IN
CLEARANCE 24 IN.CLEARANCE IN
i FRONT OF OPENING
SHOWER
WATER CLOSET
OR BIDET \
151N.--b-1 WALL 15IN. la �I WALL
I I-- -
11 Tq�111 5
2i IN. 211N
CLEARANCE CLEARANCE
WALL
1111
WATER CLOSETS WALL
For SI: 1 inch=25.4 mm.
FIGURE R307.1
MINIMUM FIXTURE CLEARANCES
2009 INTERNATIONAL RESIDENTIAL CODE®
55
Sone
.0001/alley
AiMilmissimpow
EMERGENCY ESCAPE AND RESCUE
EGRESS WINDOW
*Minimum 20"wide clear opening
*Minimum 24"high clear opening
*Minimum 5.7 sq ft openable area
**5.0 sq ft minimum @ grade floor
*Top of sill maximum of 44" above finished floor
r34"CLEAR
20"I CMINLEAR
•
•
OPENABLE
• AREA
5.7SQFTMIN 41"CLEAR •` /'
(5.0SQFTMIN ••` �•
@ GRADE •
FLOOR) OPENABLE AREA 24"CLEAR
5.7 SQ FT MIN MIN
•� (5.0 SQ FT MIN @
•\ GRADE FLOOR)
• •' ••
• V ,i N.
•
MINIMUM SIZE MINIMUM SIZE WINDOW
WINDOW FOR 20 IN. FOR 24 IN.CLEAR HEIGHT
CLEAR WIDTH
SILL HEIGHT
44"MAX
• FLOOR
Grade floor opening is a window or other openings located such that the sill height of
the opening is not more than 44" above or below the finished ground level adjacent to
the opening.
WINDOW WELL LADDER EGRESS
*Minimum 36"x 36" *At least 12"in width
*Minimum 9 sq ft clear floor area *Rungs not more than 18" on center
*Top of wall a maximum of 44" above *Minimum 3" toe space
the floor of the well *Permanently fixed
*A guardrail is not required unless an *Non-combustible
exit way adjoins the well. *Shall extend to top of wall
*Provide drainage
DEEP WELLS
*If the top of the window well wall is more
than 44" above the floor of the well,either
a permanently fixed ladder or stair egress
is required.
*The ladder or stair may encroach a maximum
of 6"into the required clear floor space.
LADDER OR STAIR PERMITTED
NET CLEAR DIMENSIONS WHEN TO ENCROACH MAXIMUM OF
FULLY OPENED TO PROVIDE 6 INCHES INTO REQUIRED
9 SQUARE FEET OF OPENING DIMENSIONS
WINDOW WELL
LADDER OR STAIR ///�\\\�///‘ 1 1 0- 197//
REQUIRED \\\
`V\ 1 36'MIN
\ `V\ '/// _ \\\ i
'/// '///
OR RESCUE OPENING
_ EMERGENCY ESCAPE ////` \\\'///�\\\'/ \\\'///\\\"//R\\\'///
\\ WITH FINISHED SILL
'/// HEIGHT BELOW
w \\\////� ADJACENT GRADE
.\\\ 1 36"MIN
'///•
\\\\\\'///\\\"///\\\\
*Where bars, grills, covers, screens or similar devices are installed over emergency
escape and rescue openings, they must be openable from the inside without the need
of special knowledge or special tools, and the force to open them may not be greater
than that required of the opening itself.
BUILDING PLANNING
the addition of a porch or deck, are exempt from R316.3 Surface burning characteristics. Unless otherwise
the requirements of this section. allowed in Section R316.5 or R316.6,all foam plastic or foam
plastic cores used as a component in manufactured assemblies
2. Installation, alteration or repairs of plumbing or
used in building construction shall have a flame spread index of
mechanical systems are exempt from the require
ments of this section. not more than 75 and shall have a smoke-developed index of
not more than 450 when tested in the maximum thickness
R314.4 Power source. Smoke alarms shall receive their pri- intended for use in accordance with ASTM E 84 or UL 723.
mary power from the building wiring when such wiring is Loose-fill type foam plastic insulation shall be tested as board
served from a commercial source,and when primary power is stock for the flame spread index and smoke-developed index.
interrupted,shall receive power from a battery.Wiring shall be
permanent and without a disconnecting switch other than those Exception:Foam plastic insulation more than 4 inches(102
required for overcurrent protection. Smoke alarms shall be mm)thick shall have a maximum flame spread index of 75
interconnected. and a smoke-developed index of 450 where tested at a mini-
Exceptions: mum thickness of 4 inches(102 mm),provided the end use
is approved in accordance with Section R316.6 using the
1. Smoke alarms shall be permitted to be battery oper- thickness and density intended for use.
ated when installed in buildings without commercial
power. R316.4 Thermal barrier.Unless otherwise allowed in Section
R316.5 or Section R316.6,foam plastic shall be separated from
2. Interconnection and hard-wiring of smoke alarms in the interior of a building by an approved thermal barrier of min-
existing areas shall not be required where the alter- imum 1/2 inch(12.7 mm)gypsum wallboard or an approved fin-
ations or repairs do not result in the removal of inte- ish material equivalent to a thermal barrier material that will
rior wall or ceiling finishes exposing the structure, limit the average temperature rise of the unexposed surface to
unless there is an attic,crawl space or basement avail- no more than 250°F(139°C)after 15 minutes of fire exposure
able which could provide access for hard wiring and complying with the ASTM E 119 or UL 263 standard time tem-
interconnection without the removal of interior fin- perature curve.The thermal barrier shall be installed in such a
fishes. manner that it will remain in place for 15 minutes based on
NFPA 286 with the acceptance criteria of Section R302.9.4,
FM 4880,UL 1040 or UL 1715.
SECTION R315
CARBON MONOXIDE ALARMS R316.5 Specific requirements. The following requirements
shall apply to these uses of foam plastic unless specifically
R315.1 Carbon monoxide alarms.For new construction,an
approved carbon monoxide alarm shall be installed outside of approved in accordance with Section R316.6 or by other sec-
each separate sleeping area in the immediate vicinity of the tions of the code or the requirements of Sections R316.2
bedrooms in dwelling units within which fuel-fired appliances through R316.4 have been met.
are installed and in dwelling units that have attached garages. R316.5.1 Masonry or concrete construction.The thermal
R315.2 Where required in existing dwellings.Where work barrier specified in Section R316.4 is not required in a
requiring a permit occurs in existing dwellings that have masonry or concrete wall,floor or roof when the foam plas-
attached garages or in existing dwellings within which tic insulation is separated from the interior of the building
fuel-fired appliances exist, carbon monoxide alarms shall be by a minimum 1-inch(25 mm)thickness of masonry or con-
provided in accordance with Section R315.1. crete.
R315.3 Alarm requirements.Single station carbon monoxide R316.5.2 Roofing.The thermal barrier specified in Section
alarms shall be listed as complying with UL 2034 and shall be R316.4 is not required when the foam plastic in a roof
installed in accordance with this code and the manufacturer's assembly or under a roof covering is installed in accordance
installation instructions. with the code and the manufacturer's installation instruc-
tions and is separated from the interior of the building by
tongue-and-groove wood planks or wood structural panel
SECTION R316 sheathing in accordance with Section R803, not less than
FOAM PLASTIC 15/32 inch (11.9 mm) thick bonded with exterior glue and
R316.1 General. The provisions of this section shall govern identified as Exposure 1,with edges supported by blocking
the materials,design,application,construction and installation or tongue-and-groove joints or an equivalent material.The
of foam plastic materials. smoke-developed index for roof applications shall not be
limited.
R316.2 Labeling and identification.Packages and contain-
ers of foam plastic insulation and foam plastic insulation R316.5.3 Attics. The thermal barrier specified in Section
components delivered to the job site shall bear the label of an R316.4 is not required where all of the following apply:
approved agency showing the manufacturer's name,the prod 1. Attic access is required by Section R807.1.
uct listing, product identification and information sufficient
to determine that the end use will comply with the require- 2. The space is entered only for purposes of repairs or
ments. maintenance.
2009 INTERNATIONAL RESIDENTIAL CODE® 63
SECTION R602 Exceptions:
WOOD W,'Li FRAMING
R602.1 Identification. Load-bearing dimension lumber for 1. Utility grade studs shall not be spaced more than
studs,plates and headers shall be identified by a grade mark of 16 inchese than
a (r roof6 andmmon center,ceiling,ad shall not exceede8
a lumber grading or inspection agency that has been approved moree2438 mm)and heightandshallnot wallsand
by an accreditation body that complies with DOC PS 20.In lieu feet load-bearing mm) in f for(3048
r)for and
inte-
of a grade mark,a certification of inspection issued bya lumber wallsror 10 feet(3048 mm)grading or inspection agency meeting the requirements of this rior nonload-bearing walls.
section shall be accepted. 2. Studs more than 10 feet (3048 mm) in height
]8602.1.1 End-jointed lumber.Approved end jointed lum- which are in accordance with Table R602.3.1.
ber 2J,1 Eed bya 1R6®2.3.2 Top plate.Wood stud walls shall be capped with a
grade mark conforming to Section double top plate installed to provide overlapping at corners
R602.1 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
8602.1.2 Structural glued laminated timbers. Glued plates need not occur over studs.Plates shall be not less than
il
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.
I"602.1.3 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 lum- 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
ajacent 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 may be 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 co8602.3..4 Bottom(sole)plate.Studs shall have full bearing
sheathing used for exterior walls shall' nforin to the'require ona nominal 2-by(51 mm)or larger plate or sill having a
meets of Table 8602.3(3). width at least equal to the wi. , the st .s.
Studs shall be continuous from support at the sole plate to a R602.4 Interior load-bearing •',,i `':r.,�, or load-bearing
support at the top plate to resist loads perpendicular to the wall. walls shall be constructed,fr.e 4 ,
The support shall be a foundation or floor,ceiling or roof dia- for exterior walls. ed as specified
phragm or shall be designed in accordance with accepted engi- 1t 602.5 Interior 1 -lt rl' 4,1 V} 'x.K
neering practice. $ 1 , teSh1> iwaIls
- - , shall be permitted iYh 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 cepr,
openings in walls that comply with Tables R502.5(1) and when not part of tl,./araced• lirre 2-irroli y ch(51 mm
R502.5(2). by 102 mm)flat studs spaced at 16 inches(406 mm.)on center.
Interior nonbearing walls shall be capped with at least a single
8602.3.1 Stud size,height and spacing.The size,height and top plate. Interior nonbearing walls shall be fireblocked in
spacing of studs shall be in accordance with Table R602.3.(5). accordance with Section R602.8.
146
2009 INTERNATIONAL RESIDENTIAL CODE°
TC FIELD IS BUILDING
INSPECTION CORP CT
ECTIONS
REVIEWED FOR CODE COMPLIANCE
SPOKANE VALLEY BUILDING DIVISION
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CITY COPY