2012, 05-25 Permit App: BLD-2012-0746 Finish Basement Community Development Department (Staff Use Only)
a, Permit Center (�
11703 East Sprague Avenue, Suite B-3 PERMIT NUMBER: 13101-I Zr 7
S
CJTYOF Spokane Valley, WA 99206
011e Tel: (509) 688-0036 PERMIT FEE:
Fax: (509) 688-0037
Valley
permitcenterPspokanevalley.orq
RESIDENTIAL CONSTRUCTION PERMIT APPLICATION
0 NEW CONSTRUCTION M( ADDITION/REMODEL 0 ACCESSORY BUILDING
fl DECK 0 OTHER
SITE ADDRESS: 1 q 2-2 S E -q-"` Ave, 6triaV\A-c -E y , & t Cfc 0/ 6
ASSESSORS PARCEL NO.: LEGAL DESCRIPTION:
BUILDING OWNER NAME:
NAME: D PA E-..9-1iEmu c_
//��
ADDRESS: 2 2-c a 'O'J L i
CITY: PU K✓ iq k V t-G `-( STATE: t,"'- ZIP: r le) I G
PHONE: S-0 t L ' S FAX: CELL: S Uq 714 2g j S
CONTACT NAME: Ci f N1 F I-
PHONE: • FAX: CELL:
CONTRACTOR NAME: t�C-F • . •
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:
FrAng1, jard-e, e.t9,,, c✓1 ec., Qa I'h c7,{' •
****YOU MUST COMPLETE THE FOLLOWING****
MARK N/A IF NOT APPLICABLE
Height to Peak: Dimensions: No. of Stories: Total Habitable
55 8 Space: 40 5F
Main Floor SQ FT: Upper Floor SQ FT: Unfinished Basement SQ Finished Basement SQ
FT: FT:
Garage SQ FT: Deck/Covered Patio SQ Impervious Surface 30%Slopes on
FT: Area: Property:
No. of Bedrooms: Construction Type: Heat Source: Sewer or Septic:
TOTAL COST Or- PROJECT: $ .610
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 t submitted and subsequently approved before this application can be processed.
Signature Date: 51 2-51 2e l
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
❑ Property lines and dimensions ❑ Setbacks to property lines
❑ Direction arrow pointing North and orientation to streets ❑ Distance between buildings
❑ Proposed/existing buildings (footprint and dimensions) ❑ Right of way/easement location &sizes
❑ Utilities, septic tank/drain field locations and distances ❑ 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 ❑Supporting wood cripple walls or beams
❑ Perimeter concrete foundation wall sizes ❑ Thickened concrete pads supporting
❑ Crawlspace ventilation beams or girder trusses
❑ Floor Plan of each level (finished or unfinished)with dimensions:
❑ Floor Joist direction, size and spacing ❑Window and door location and sizes
❑ Header, beam or concrete lintel sizes ❑Window well locations if applicable
❑ Brace wall panel locations ❑ Room usage labels
❑Water heater and furnace locations ❑ Smoke detector locations
❑ Exhaust fan locations ❑Attic and crawl space access locations
❑ Deck or concrete patio sizes and locations ❑ Fire Wall construction
❑ Roof Plan:
❑ Engineered truss direction and spacing ❑ Ridge, eave and valley lines
❑ Rafter and over frame direction, size and spacing ❑ Beam and girder size and location
❑ Wall Section Detail including:
Roof
❑ Slope/roofing material/underlayment/ice dam protection ❑ Truss or rafter size, spacing&connection
❑ Sheathing size and type ❑Attic insulation/air space baffle/ventilation
Ceiling
❑ Joist size and spacing ❑ Size of ceiling gypsum wall board
Wall
❑ Height/top plate/stud size and spacing/sole plate ❑ Siding/exterior house wrap/anchor bolts
❑ Exterior sheathing size and type ❑ Insulation, vapor barrier, gypsum wall board
Floor
❑Joist size and spacing ❑ Sheathing or concrete floor size/insulation
Foundation Wall
❑ Concrete or Masonry unit width ❑ Footing bottom to finished ground level depth
❑ Earth to wood separation distance ❑ Horizontal &vertical reinforcement if any
Footing
❑ Size ❑ Reinforcement if any
Radon
❑ Passive system with 6mil vapor barrier ❑Active system with 6 mil vapor barrier
Miscellaneous Construction Details
❑ Deck:
❑ Floor plan/side view/dimensions ❑ Footings/post/and beam size and locations
❑ Floor Joist/decking direction, size and spacing
❑ Stairway tread rise& run and nosing ❑ Handrail/Guard height&spacing
Sm ohne 11703 E Sprague Ave,Suite B-3 PERMIT NUMBER: StdI
^'' Spokane Valley,WA 99206 2 -7 16
l/
'Valley- (509)688-0036 FAX:(509)688-0037 PERMIT FEE:
permitcenter@spokanevallev.org
Community Development
Plumbing Permit Application n Commercial IR Residential
SITE ADDRESS: ( 6]`2-2-5 1C "q-" ,/\A'- 5r a kVA N t 'v^frc,e,i -f', dw�d `�C?o 16
Building Owner
Name: D i NG_S ic} \-( M V c Phone: 5 c�C{'- N C gg - Fax:
Address: t o (� L' c r
2-c � �" ��, City: o /d c`c Fz i,lam.e'E j° State: l.,r Zip:p' go 1 6
Contractor
Name: Phone: Fax:
Address: City: State: Zip:
License No: City Business Lic:
Contact/Project Manager:
Name: Phone:
#OF UNITS
PLUMBING FIXTURE ON A TRAP
TOILETS
URINALS
TUBS •
SHOWERS(per trap)
Lav/Basins,Bar,Floor,Kitchen,Laundry,Utility,Janitor,Photo,X-ray,Food,
SINKS Prep/Culinary Meat
DISHWASHER
CLOTHES WASHER
GARBAGE DISPOSAL
WATER SOFTNER
FLOOR DRAIN Area,Case,Coil,Trench,Condensate
ROOF DRAIN/OVERFLOW DRAINS
FOUNTAIN,DRINKING
WATER PIPING/DRAIN-IN WASTE Installation,Alterations,Repair,Reversals
WATER USING DEVICE Ice and/or Coffee maker,hose bib,steamer proofer,carbonator,swamp cooler
PRIVATE SEWAGE DISPOSAL SYSTEM
WATER HEATER If Gas,See Mechanical
INDUSTRIAL WASTE PRETREATEMENT
INCEPTORS Including traps,vents except kitchen type grease interceptors functioning as fixture traps
REPAIR OR ALTERATION Water piping,drainage or vent piping
ATMOSPHERIC TYPE VACUUM BREAKER
BACK FLOW PROTECTIVE DEVICE Other than atmospheric type vacuum breakers
MEDICAL GAS
INCEPTORS
❑CASH ❑CHECK E1'GISA 0 MC EXPIRES:
Card# VIN:
SIGNATURE:
(Ai
j
CURRENT FEES AVAILABLE AT:http://www.spokanevalley.orq/under the quick links for Forms,Master Fee Schedule.
http://www.spokanevalley.org/uploads/Community Development/Documents/Forms/Building/PlumbingPermitApplication040309.doc
rermrr Lerner
O e 11703E Sprague Ave,Suite B-3 PERMIT NUMBER: ( c -It-7 tij�
�,p 4.001s`7 Spokane Valley,WA 99206
Vey` (509)688-0036 FAX:(509)688-0037
Community Development
pennitcenter@pokanevallev.orQ PERMIT FEE:
Mechanical Permit Application Commercial RResidential
SITE ADDRESS: (Q 2-C- E '4)v� / .SPa v A—t4E `l , wA C q o ( 6
Building Owner
Name: Nk t,k V\A V(_ Phone: c o q l g g 7 Fax:
Address: �q ?2 v-FU City: SJ ai(!�1`k J`ilua-yState: (\ � Zip: c('`g e)( 6
Contractor >F G
Name: Phone: Fax:
Address: City: State: Zip:
License No: City Business Lic:
Contact/Project Manager:
Name: Phone:
#UNITS
FURNACES&SUSPENDED HEATERS-INSTALLATION OR RELOCATION Up to&including 100,000 BTU
FURNACES&SUSPENDED HEATERS-INSTALLATION OR RELOCATION Over 100,000 BTU
DUCT WORK SYSTEM
HEAT PUMP/AIR CONDITIONER 0-3 TON
AIR CONDITIONER Over 3-15 TON
AIR CONDITIONER Over 15-30 TON
AIR CONDITIONER Over 30-50 TON
AIR CONDITIONER Over 50 TON
GAS WATER HEATER
GAS PIPING SYSTEM(each outlet)
GAS LOG,FIREPLACE,&GAS INSERT
APPLIANCE VENTS INSTALLATION,RELOCATION,REPLACEMENT _
REPAIRS OR ADDITIONS
BOILER,COMPRESSORS,ABSORPTIONS SYSTEM 0 to 3 hp-100,000 BTU or less
BOILER,COMPRESSORS,ABSORPTIONS SYSTEM Over 3-15 hp-100,001 to 500,000 BTU
BOILER,COMPRESSORS,ABSORPTIONS SYSTEM Over 15-30 hp -500,001 to 1,000,000 BTU
BOILER,COMPRESSORS,ABSORPTIONS SYSTEM Over 30 hp-1,000,001 to 1,750,000 BTU
BOILER,COMPRESSORS,ABSORPTIONS SYSTEM Over 50 hp-over 1,750,000 BTU
AIR HANDLER(DOES NOT include ducting) Each unit up to 10,000 cfrn,including ducts
AIR HANDLER(DOES NOT include ducting) Each unit over 10,000 cfm
EVAPORATIVE COOLERS(other than portables)
VENTILATION AND EXHAUST Each fan connected to a singe duct
VENTILATION AND EXHAUST Each ventilation system
VENTILATION AND EXHAUST Each hood served by mechanical exhaust
INCINERATORS Installation or relocation of residential
INCINERATORS Installation or relocation of commercial
APPLIANCES Range,Clothes Washer
UNLISTED APPLIANCES Under 400,000 BTU
UNLISTED APPLIANCES Over 400,000 BTU
HOOD Type I
HOOD Type II
L P STORAGE TANK
WOOD OR PELLET STOVE INSERT
WOOD STOVE SYSTEM-FREE STANDING
� EXPIRES: VIN:
['CASH ❑CHECK Ly VISA ❑MC
CARD#: SIGNATURE
httpJ/www.spokanevalley.org/uploads/Community Development/Documents/Forms/Building/MechanicalPermitApplication040309.doc
I
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 menu 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
GLAZING
R306.1 Toilet facilities.Every dwelling unit shall be provided
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 Exceptions:
be connected to an approved water supply.Kitchen sinks,lava-
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`\+\I
'I7
1,15"IN�
WALL \ i 4 I
/
CD
0 IN.
WALL \
30
T30 IN.
ow
MIN. I
0
21'IN P•7-,..1CLEARANCE __i_
}
21•IN 24 IN.CLEARANCE IN
CLEARANCE FRONT OF OPENING
SHOWER
WATER CLOSET
OR BIDET WALL
15 IN. WALL 15IN. +1 11
rN.
II21IN.�
CLEARANCE CLEARANCE
WALL
Ell
WATER CLOSETS WALL
For SI: 1 inch=25.4 nun.
FIGURE R307.1
MINIMUM FIXTURE CLEARANCES
2009 INTERNATIONAL RESIDENTIAL CODE® 55
CITY OF '.00- f
Valley®
11703 E Sprague Ave Suite 3-3+ Spokane Valle WA
P y 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. 8602.10.8 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% 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 less 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 8703.4—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 light source) lamps. Exception allows
incandescent fixtures controlled by motion sensors with integral photo sensors.
• 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 2. Studs more than 10 feet (3048 mm) in height
section shall be accepted. which are in accordance with Table R602.3.1.
R602.1.1 End-jointed lumber.Approved end jointed lum- R602.3.2 Top plate.Wood stud walls shall be capped with a
ber identified by 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
hers 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
laminated timbers shall be manufactured and identified as plates2-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.
Exception: A single top plate may be installed in stud
R602.1.3 Structural log members.Stress grading of struc- walls,provided the plate is adequately tied at joints,cor-
tural log members of nonrectangular shape, as typically ners and intersecting walls by a minimum 3-inch-by-
used in log buildings,shall be in accordance with ASTM D 6-inch by a 0.036-inch-thick (76 mm by 152 mm by
3957.Such structural log members shall be identified by the 0.914 mm)galvanized steel plate that is nailed to each
grade mark of an approved lumber grading or inspection wall or segment of wall by six 8d nails on each side,pro-
agency.In lieu of a grade mark on the material,a certificate vided the rafters or joists are centered over the studs with
of inspection as to species and grade, issued by a lum- a tolerance of no more than 1 inch(25 mm).The top plate
ber-grading or inspection agency meeting the requirements may be omitted over lintels that are adequately tied to
of this section,shall be permitted to be accepted. adjacent wall sections with steel plates or equivalent as
R602.2 Grade.Studs shall be a minimum No. 3,standard or previously described.
stud grade lumber. R602.3.3 Bearing studs.Where joists,trusses or rafters are
Exception: Bearing studs not supporting floors and spaced more than 16 inches (406 mm) on center and the
nonbearing studs may be utility grade lumber,provided the bearing studs below are spaced 24 inches(610 mm)on cen
studs are spaced in accordance with Table R602.3(5). ter, such members shall bear within 5 inches (127 mm)of
the studs beneath.
R602.3 Design and construction. Exterior walls of Exceptions:
wood-frame construction shall be designed and constructed in
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 2. A third top plate is installed.
wall sheathing shall be fastened directly to structural framing 3. Solid blocking equal in size to the studs is installed
members.Exterior wall coverings shall be capable of resisting to reinforce the double top plate.
the wind pressures listed in Table R301.2(2)adjusted for height
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 co r%fotir tc tlieequire on a nornihal 2-by(51 mm)or larger plate or sill having a
ments of Table R602.3(3).1 .. :.. , , , 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. ;.',t , 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,
openings in walls that comply with Tables R502.5(1) and when not part of a braced wall line,2-inch-by-4-inch(51 mm
R502.5(2). by 102 nun)flat studs spaced at 16 inches(406 mm)on center.
Interior nonbearing walls shall be capped with at least a single
R6023.1 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®
rAn LLCl: Iv privy U.N.U.
Fire Blocking:Required vertically at ceilings and floor level PROVIDE DOUBLE STUDS(MIR TO ,
and horizontally at 10 ft intervals in concealed spaces with When alterations,repairs or additions requiring a permit occur,or UNDER ACI,.HIP AND GIRDER TRUSSES FOUNDATION
TO ON
P when one or more sleeping rooms are added or created in existing l
`
glass fiber or mineral wool insulation,2"lumber or dwellings. The dwelling unit shall be provided with smoke alarms PROVIDE SHEAR CONNECTION FROM INTERIOR
equivalent layered approved materials located as required for new dwellings. SHEAR WALLS TO TRUSSES OR JOISTS ABOVE. Z
I'
IMC 303.3 Gas appliances are prohibited in sleeping,bath,and Egress windows Oa''tJ1P ..0, Ci
toilet rooms and storage closets unless direct-vent appliance or in a 5.7 ft. ,
dedicated enclosure in which all combustion air is taken directly sq. ft.
sill RI
from the outdoors and the enclosure door is solid,exterior weather- t?d 4- „ , i I :; . -.R „•
re
stripped and self closing. �'Q :.. Iy•-o ; pl
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{{' s I RECTION
_ i 1 r I neral Notes:
1 1_ �C I � 1. t, I I specifications
Federal, Stett
I s Ib.., Q� ID%' , I I ! specifications for
. 1 1 s ,/' f 4 b :,,
,J I"�.�..`> �T I I variances occur.
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I i f i floor: 40
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l� ^t I Note: Ve
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THIS BUILDING SUBJECT
TO FIELD INSPECTION CORRECTIONS
.S.v.
REVIEWED FOR CODE COMPLIANCE
SPOKANE VALLEY BUILDS DON
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