2006, 07-07 Permit App: 06002499 ResidenceProject Number: 06002499 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 07/07/2006 Page 1 of 3
Project Information:
Permit Use: SFR, GAS HEAT, ON SEWER Contact: HIGH SIERRA DEVELOPMENT, LLC
Address: 5416 W JAMIE CT
C - S - Z: SPOKANE, WA 99208
Setbacks: Front Left: Right: Rear: Phone: (509) 747-3388
Group Name:
Site Information: Project Name:
Plat Key: Name: Range
District: Nort
Parcel Number: 45084.1504
Block: Lot:
SiteAddress: 10135 E MISSION AVE
Location:: CSV
Zoning: UR -3.5
Water District:
Urban Residential 3.5
Area: 10,336 Sq Ft Width: 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Owner: Name: HOWARD, LORI & ROBERT
Address: 5416 W JAMIE CT
SPOKANE, WA 99208
Hold: ❑
Depth: 0 Right Of Way (ft): 0
Review Information: ,
Review
Building Plan Review
Released 13y:
Driveway/Approach
Originally Released: 07/03/2006 By: TMELBOU
.Released By:
Landuse/Zoning/HE Conditions
Released By:
Sewer Review
Permits •
Released By: -
Operator: AMB Printed By: AB
Print Date: 07/07/2006
Project Number: 06002499 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 07/07/2006 Page 2 of 3
Approach
Contractor: HIGH SIERRA DEVELOPMENT Firm: HIGH SIERRA DEVELOPEMNT L
Address: 5416 W. JAMIE CT Phone: (000) 000-0000
SPOKANE, WA 99208
Item Description
APPROACH -CONST IN ROW
Units Unit Desc
1 NUMBER OF
Permit Total Fees:
Building Permit
Fee Amount
$50.00
$50.00
Contractor: HIGH SIERRA DEVELOPMENT Firm: HIGH SIERRA DEVELOPEMNT L
Address: 5416 W. JAMIE CT Phone: (000) 000-0000
SPOKANE, WA 99208
This Application: Total Project:
Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation
1&2 FAMILY R-3 VB 1,265 $109,258.05 1,265 $109,258.05
DECK OPEN R-3 VB 44 $660.00 44 $660.00
GAR WOOD U-1 VB 424 $8,056.00 424 $8,056.00
Item Description
RESIDENTIAL PERMIT FEE
WSBC SURCHARGE
SF PLNS RVW < 7999 SQ FT
Totals: 1,733 $117,974.05 1,733 $117,974.05
Units Unit Desc
1 SELECT
1 SELECT
1 SELECT
Fee Amount
$1,094.55
$4.50
$437.82
Permit Total Fees: $1,536.87
Mechanical Permit
Contractor: HIGH SIERRA DEVELOPMENT Firm: HIGH SIERRA DEVELOPEMNT L
Address: 5416 W. JAMIE CT
SPOKANE, WA 99208
Phone: (000) 000-0000
Item Description Units Unit Desc Fee Amount
DUCT SYSTEMS 1 NUMBER OF $10.00
GAS WATER HEATER 1 NUMBER OF $10.00
GAS APPLIANCE<=100,000BTU 1 NUMBER OF $12.00
VENTILATING FANS 3 NUMBER OF $30.00
CLOTHES DRYER 1 NUMBER OF $10.00
RANGE 1 NUMBER OF $10.00
HOOD -TYPE II 1 NUMBER OF $10.00
Operator: AMB Printed By: AB
Permit Total Fees: $92.00
Print Date: 07/07/2006
Project Number: 06002499 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 07/07/2006
Contractor
Address:
HIGH SIERRA DEVELOPMENT
5416 W. JAMIE CT Phone: (000) 000-0000
SPOKANE, WA 99208
Plumbing Permit
Page 3 of 3
Firm: HIGH SIERRA DEVELOPEMNT L
Item Description
TOILETS/BIDETS
SINKS
SHOWERS
TUBS
DISH WASHERS
CLOTHES WASHER
WATER PIPING - DWV
Units Unit Desc
2 NUMBER OF
4 NUMBER OF
1 NUMBER OF
2 NUMBER OF
1 NUMBER OF
1 NUMBER OF
3 NUMBER OF
Fee Amount
$12.00
$24.00
$6.00
$12.00
$6.00
$6.00
$18.00
Permit Total Fees: $84.00
Notes:
All driveway approaches to be constructed per Spokane County Standards as adopted by the City of
Spokane Valley.All driveway approaches to be constructed per Spokane County Standards as adopted
by the City of Spokane Valley.
Minimum of 7.5' from each property line, 5' from crosswalks or intersection curb and minimum of 15'
of separation between any two approaches.
Flat portion of a residential approach to be minimum of 16' wide, maximum of 30' wide and combined
approach width not to exceed 50% of total frontage.
Condition released (landscaping complete) on 2-3-06 by KEK.
ONLY 7 LOTS MAY RECEIVE BLDG PERMITS PRIOR TO COMPLETION OF LANDSCAPING
IN UNIVERSITY VIEW ESTATES AS PER PROMISORY LETTER DATED 12-12-05 FROM
WCE. KEK
Payment Summary: —
Permit Type Fee Amount
Approach $50.00
Building Permit $1,536.87
Mechanical Permit $92.00
Plumbing Permit $84.00
Invoice Amount
$50.00
$1,536.87
$92.00
$84.00
$1,762.87 $1,762.87
Amount Paid
$0.00
$0.00
$0.00
$0.00
Amount Owing
$50.00
$1,536.87
$92.00
$84.00
$0.00 $1,762.87
Disclaimer:
Submittal of this application certifies the owner (or person(s) authorized by the owner) has both examined and finds the information
contained within to be true and correct, and agrees that all provisions of laws and/or regulations governing this type of work will be
complied with. Subsequent issuance of a permit shall not be construed to be a permit for, or an approval of, any violation of any of
the provisions of the code or of any other state or local laws or ordinances.
Signature:
Operator: AMB Printed By: AB
Print Date: 07/07/2006
Project Number. 06002499 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 6/29/2006 Page 1 of 2
Project Information: „ m
Permit Use: SFR, GAS HEAT, ON SEWER Contact: HIGH SIERRA DEVELOPMENT, LLC
Address: 5416 W JAMIE CT
C - S - Z: SPOKANE, WA 99208
Setbacks: Front Left: Right: Rear: Phone: (509) 747-3388
Group Name:
Site Information:
Project Name:
Plat Key: Name: rage f _ O U_Q5 District: Nort
Parcel Number: 45084.1504 Block: Lot:
SiteAddress: 10135 E MISSION AVE
Location:: CSV
Zoning: UR -3.5
Water District:
Area: 10,336 Sq Ft
Nbr of Bldgs: 0
Review Information:
Urban Residential 3.5
Width: 0
Nbr of Dwellings: 0
Owner: Name: HOWARD, LORI & ROBERT
Address: 5416 W JAMIE CT
SPOKANE, WA 99208
Hold: ❑
Depth: 0 Right Of Way (ft): 0
Review
Building Plan Review
Driveway/Approach
Released By.
Landuse/Zoning/HE Conditions
Released By:
Sewer Review
Permits:
Released By:
Operator: AMB Printed By: AMB
Print Date: 6/29/2006
WSEC TABLE 6-2
PRESCRIPTIVE REQUIREMENTS°•1 FOR GROUP R OCCUPANCY
CLIMATE ZONE 2
Option
Glazing
Area":
of floor
Glazing U -Factor
Door9
1.1-
Ceiling2
Ceiling3
Wa1172
Above
Grade
Wall?
int'
Below
Grade
Wall?
ext4
Below
Grade
Floors
Slab°
on
Grade
Vertical
Overhead"
Factor
I.
10%
0.40
0.58
0.20
R-38
R-30
R-21
int7
R-21
R-12
R-30
R-10
II.
15%
0.40
0.58
0.20
R-38
R-30
R-19+
R-21
R-12
R-30
R-10
R-58
III.
17%
0.37
0.58
0.20
R-38
R-30
R-19+
R-21
R-12
R-30
R-10
R-58
IV.
25%
0.35
0.58
0.20
R-38 /
R-30 /
R-21
R-15
R-12
R-30 /
R-10 l
Group R-1
U=0.031
U=0.034
int' /
U=0.029
F=0.54
Occupancy
U=0.054
Only
V.
Unlimited
Group R-3
0.35
0.58
0.20
R-38
R-30
R-21
int'
R-21
R-12
R-30
R-10
Occupancy
Only
VI.
Unlimited
0.32
0.58
0.20
R-38 /
R-30 /
R-21
R-15
R-12
R-30 /
R-10 /
Group R-1
U=0.031
U=0.034
int' /
U=0.029
F=0.54
Occupancy
U=0.054
Only
* Reference Case
0. Nominal R -values are for wood frame assemblies only or assemblies built in accordance with
Section 601.1.
1. Minimum requirements for each option listed. For example, if a proposed design has a glazing ratio
to the conditioned floor area of 13%, it shall comply with all of the requirements of the 15% glazing
option (or higher). Proposed designs which cannot meet the specific requirements of a listed option
above may calculate compliance by Chapters 4 or 5 of this Code.
2. Requirement applies to all ceilings except single rafter or joist vaulted ceilings.
3. Requirement applicable only to single rafter or joist vaulted ceilings.
4. Below grade walls shall be insulated either on the exterior to a minimum level of R-10, or on the
interior to the same level as walls above grade. Exterior insulation installed on below grade walls
shall be a water resistant material, manufactured for its intended use, and installed according to the
manufacturer's specifications. See Section 602.2.
5. Floors over crawl spaces or exposed to ambient air conditions.
6. Required slab perimeter insulation shall be a water resistant material, manufactured for its intended
use, and installed according to manufacturer's specifications. See Section 602.4.
7. Int. denotes standard framing 16 inches on center with headers insulated with a minimum of R-5
insulation.
WSEC Builder's Field Guide 5th Edition
COOPERATIVE EXTENSION
WASHINGTON STATE UNIVERSITY
ENERGY PROGRAM
1-7
FIGURE 1
CONSTRUCTION DETAILS FOR THE APA NARROW WALL BRACING METHOD WITHOUT HOLD-DOWNS
OVER CONCRETE OR MASONRY BLOCK FOUNDATION
Outside Elevation
Max.
height
10'
Extent of header (Two braced wall segments)
Extent of header (One braced wall segment)
6
0 `6
6
C n'
6,0,
G P�
0 0,
e q
o o,
6 ai_
ee,
0 0,
c.
61
P P
oy,
0)
Min. 3" x 1.1-1/4' net header
IIO of o,P
-
2' to 18' (finished width)
Fasten sheathing to header with
8d common nails in 3" grid
pattern as shown and 3" o.c. in
all framing (studs and sills) typ.
Top plate
continuity is
required per
R602.3.2
1000 Ib header -to -jack -stud strap
on both sides of opening
(Install on backside as shown on
Side Elevation, Ref. No. LSTA24)
Min. (2) 2x4 typ.
If panel splice is needed it shall
occur within 24" of mid -height
Blocking is not required.
Min. width based on 6:1
height -to -width ratio: For
example:16" min. for 8' height
Min. 2"x2"x3/ 16" plate washer
Braced wall
segment per
R602.10.5
No. of
jack studs
per table
R502.5(1&2)
f --
yi
P
rr
L
•
Anchor bolt per R403.1 .6 Typ.
111111111111111111111111
00
0:0
0o
In
0.0
O
0$0
0,0
o o
0,0
o:P
P:6
0,0
Foundation per code
Side Elevation
Sheathing filler
if needed
16d sinker
nails in 2 rows
@3"oc
1000 Ib header -
to -jack -stud strap
on both sides
of opening (Ref.
No. LSTA24)
3/8" min.
thickness wood
structural panel
sheathing
Not to scale
Corner Detail
(2) 2x10
ff
1
�Dbl. top plate std.
Jack Studs 2x6 full height
2x6 trimmer std.
Interior Wall Connection Detail
2- 2x4 nailed together for interior headers
2x4 full height
2- 2x6 trimmer called out on - 16 I� 2x4 trimmer
Typical Header detail / Exterior
Typical Header detail / Interior
Table 23 - I - Q -Nailing Schedule
Connection
Nailing
1
Joist to sill or girder, toenail
3-8d
2
Bridging to joist, toenail each end
2-8d
3
1"x6" Subfloor or less to each joist, face nail
2-8d
4
Wider than 1"x6" subfloor to each joist, face nail
3-8d
5
2" subfloor to joist or girder, blind and face nail
2-16d
6
Sole plate to joist or blocking, typical face nail
Sole plate to joist or blocking, at braced wall panels
16d at 16" O/C
3-16d per 16"
7
Top plate to stud, end nail
2-16d
8
Stud to sole plate
4-8d, toenail or 2-16d, end nail
9
Double studs, face nail
16d at 24" O/C
10
Doubled top plates, typical face nail ,
Doubled top plates, lap splice
16d at 16" O/C
8-16d
11
Blocking between joist or rafters to top plate, toenail
3-8d
12
Rim joist to top plate, toenail
8d at 6" O/C
13
Top plates, laps and intersections, face nail
2-16d
14
Continuous header, two pieces
16d at 16" O/C along each edge
15
Ceiling joist to plate, toenail
3-8d
16
Continuous header to stud, toenail
4-8d
17
Ceiling joists, laps over partitions, face nail
3-16d
18
Ceiling joist parallel rafters, face nail
3-16d
19
Rafter to plate, toenail
3-8d
20
1" brace to each stud and plate, face nail
2-8d
21
1"x8" Sheathing or less to each bearing, face nail
2-8d
22
Wider than 1"x8" sheathing to each bearing, face nail
3-8d
23
Built up comer studs
16d at 24"O/C
24
Built up girder and beam
20d at 32" O/C at top and bottom and
staggered 2-20d at ends and at each splice
25
2" Planks
2-16d at each bearing
26
Wood structural panels and particle board?
Subfloor, roof I wall sheathing (to framing), (1")
1/2" and less
19/32" to 3/4"
7/8" to 1"
1-1/8" to 1-1/4"
Combination subfloor-underlayment (to framing): (1")
3/4" and less
7/8" to 1"
1-1/8" to 1-1/4'
6d3
&Igor 6d N
8da
10d* or 8d'
Gds
8d°
10dvor 8dQ
27
Panel siding (to framing):
1/2" or less
5/8"
6d4
8d`
28
Fiberboard sheathing:
1/2"
25/32"
No. 11 GA!
6dv
No. 16 GA9
No. 11 GA'
8d'1
No. 16 GA4
29
Interior paneling
1/4"
3/8"
4d "
6d S
Tyr. MPS SECfirr"
5cALB: Pi"r I'"1"
NO felt for ice
dam protection
To 9. -'tga
GXTekke.k ofti�
1 Sq Ft per every 300 Sq Ft of space
ventilated with at least 50% in the upper.
portion of roof area.
Attic Acces
41100bv22'x
Attic Ventilation -'N.e...
4,44.
FRIEZE 80
N1101.3.1 - Attic insulation certitication required as t
o
R — value or coverage. Markers, attached to trusses or
rafters, required for every 300 sf of attic space with 1
inch high numbers for installed thickness of insulation.
,51,4 0A)
tS\A')(-
Mr
1141 i1
et
MA 1 /8" GAP
( SEE ROOFING p ji WEEN SHEATHING
301' FELT EA. COURSE
11' RATED 544114'G INDEX 32/16
2 X RAFTERS a CLC.
(OR names- - SEE ROGF PLAN) �`-
BLOWN -N Kw_ (SEE GEN. NOTESJf v t
Ihr' GYPSUM M. CEILING
NM_ BAFFLE i EAVE VENTS
SCREENED VENTS • 6s-tr O.C.
'1311-1PECN' 141/0 SEISMIC CLIPS
• EA. RAFTER t PITO BLKG.
'OpTioNAL' SOFFIT
4' 'Atm(' PLYUD W/
1' GOVT. SCRN'D VENT
G.I. GUTTER ON 2 X 8 FASCIA
SIDING (SEE ELEVATIONS)
8 BLDG. PAPER (OR TYVEG)
ISS' RATED 81.1EATHMG
2 X 6 STUDS 4116' OL.
BATT INSUL (SEE GEN. NOTES)
L &YPStl1" 1 BD.
FLOOR PINISN
PAR?. t9D. uNoiERLAr
1116' GDX PLYWOOD SUBFLOOR
2 X F1. JOISTS (SEE PLAN)
BATT NSUL (SEE GEN- SES)
(OVER 1NNEATED SPACES)
4' GYPSUM 80. CE(LNG
2 X tom" I JOIST
BATT NSULATIC7N1 (SEE LUAU -
INSULATION SPEC ABOVE
FLOOR FINISH
4' PART. Bp. SAY
' COX PLYWOOD 8U 8F7-OOR
2 X FLOOR JOISTS (SEE tom)
BATT U' UL (SEE GEN. NOTES)
6 MCS-BPACE
IL BLACK 'VIS4EN'
2 X 6 PT_ M1D51LL WITH
% • AB. • 48' OL. W/ SIMPSON
orrib ERG. a oR AFPRVD EQ.
MIN. OF 2 PER PLATE
E W/N 12' OF ANT" cOR`ER)
it4 T 4 B
1' MIN.
EMBED
*4 VERT o
48' OAC. MAX
ALT 8EWD
E
MIN. FOUNDATION DIMS.
'A. ,B' '6'
18TORY: I Ig' 1 1' 1 8'
2 STOW: 6' 1' S'
3 STORY IS Si 1®'
2 * SEE OFT. SI-IEET
FOR OTHER CONDITIONS
THAT MAY APPLY.
(2)04
CONT.
-14111
4' i PERFORATED DRAIN
TILE (TYP. U- RP-Q'D)
Vented Soffits and Vented Ridge Cap
All Windows are Low / E Argon filled
Roof System to be Spec. out by supplier
All Exterior Walls 2x6 16" OIC
All Interior Walls 2x4 24" O/C
All Exterior Headers 2 - 2x10's
All Interior Headers 2 - 2x4's
All OSB 7/16
Tyvex around Exterior of the house
All materials Fir & Larch # 2 or better
All Concrete 5 sack min.
Foundation to meet code
Exterior Siding / Vinyl
Kithchen Cabinets / Design done by Huntwood
R-19 Insulation on Exterior Walls
R-40 Insulation in the Ceiling
Electrical to code
Plumbing to code
4) With regards to footings, IRC Section R403.1 requires all exterior walls to be supported on
continuous footings. With few exceptions, this would include the opening across and under
garage doors. Where the foundation must be stepped, the following illustrations depict how this is
accomplished.
A= HORIZONTAL STEP
B = VERTICAL STEP
T = FOOTING THICKNESS
P =PROJECTION THICKNESS A
- STEP
W = WIDTH OF FOOTING II
-ALL FOOTINGS AND STEPS SHOULD BE LEVEL
1 ,r
(B)SHOULD NOT EXCEED 3/4 OF STEP (A)
0'>�
i 'T
%00*/
Sop-
NOTE:CONCRETE TO BE
POURED MONOUTHICALLY
LEVEL
For Sl: 1 inch Is 25.4 mm.
6 IN.MIN
THICKNESS FOR
• VERTICAL STEP
agape R403.1.5
RECOMMENDATION FOR STEPPED WALL FOOTINGS
• 15(d) =7 I/2"BASED ON #4 (1/2"DIAMETER) REBAR
-d=REBARDIAMEI'ER
-"T'=FOOTLNG THICKNESS
1-1/4" to 2" maximum.
Nosing
of trea
34"-38"
Triangular area fo
riser and guardrail s
. sphere cannot pass
Handrail
Return ends to wall, or
terminate at newell post
34"-3
6' 8"
minimum
Intermediate rail spacing or
pattern so that 4 -inch sphere
� ,
cannot pass through 101°°-
formed by tread,
othat6in
tip
through . I
.
For more information or an appointment contact:
Spokane County`Department of Building and Planning _
1026 W.'Broadway, Spokane, WA 99260-0050',
(509) 477-3675 bp@spokanecounty.org -
www.spokanecounty.org/bp
•
(B30) 01/02
REQUIRED WIDTH OFRUN SHALL
BEPROVIDED INTHISIAGTION
(SECtIONI6033322)
REQUIRED WIDTH OFRUNSHALL
SEPROVIDED DTLHISLOCATION
ON10033382)
NOTE HANDRAILS
NOT HORN FOR CLARITY.
49 by NOTE NANOMRS NOT
cy'3 SHOYM FOR CLARITY
STAIRWAY WIDTH
LIMITATION APPLIES TO RS OCCIBMNCY (SECTION 10033392)
AND PRATE STANYAYS W R-1 OCCUPANCY
PLAN VIEW
?AMINO STAIRWAY,
PLAN VIEW
ALTERNATE USE OF WINDERS
PLAN VIEW
CIRCULAR STAIRWAY
WALL
1
PLAN VIEW
SPIRAL STAIRWAY
Stair Dimensions
Width (36° minimum)
Rise (4' minimum - 8" maximum)
Run (9° minimum)
The greatest riser height within any flight of
stairs shall not exceed the sandiest by more
than 3/8". Stair scads shall be of uniform size
and shape, except the largest tread tun within
any flight of stairs shall not exceed the smallest
by morc than 3/8 inch.
Handrails
``.
1.• One required (two rcqured if stair is open on
sides) if there are four or more risers.
Height (34" to 38° above nosing of treads).
Projection (14/2 between handrail and wall).
Handrails shall be continuous the full length
of the stain. Ends shall be returned or shall '
terminate in newel posts or safety terminals.
1"
1
Guardrails
Required if 30° or more above grade.
Height (36" high at landings - handrail height
at steps).
Openings. (small enough that a 4° diameter
sphere can not pass through):
ACCEPTABLE SHAPES AND INSTALLATIONS --HANDRAIL
WALL
NOT ACCEPTABLE
THE HANDRAR. DETAIL SHOWN HERE DOES NOT COMPLY WITH
THE 'CONTINUOUS TERMINOLOGY IN THE CODE
HANDRAIL CONTINUITY
1W
MDt
1 -unix
NOT ACCEPTABLE .NOT ACCEPTABLE
Please note that while every effort is made to assure the accruacy of the information contained in this brochure it 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 starting 'point for your investiga-
tion. 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.
-.5.7,r-
.•
—.41110111111111111
—
11.111111111111110111
HANDRAn.
am
'o.. pasi liMalb
v:s ,Pdn'
ili
WALL
NOT ACCEPTABLE
THE HANDRAR. DETAIL SHOWN HERE DOES NOT COMPLY WITH
THE 'CONTINUOUS TERMINOLOGY IN THE CODE
HANDRAIL CONTINUITY
1W
MDt
1 -unix
NOT ACCEPTABLE .NOT ACCEPTABLE
Please note that while every effort is made to assure the accruacy of the information contained in this brochure it 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 starting 'point for your investiga-
tion. 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.
.'J
111
I Permit Center
SakiI&ne 11707 E Sprague Ave, Suite 106
Spokane Valley, WA 99206
(509)688-0036 FAX (509)688-0037
Community Development www spokanevallev ory
Plumbing Permit Application
4jVaIley
❑ Commercial
PERMIT NUMBER:
PERMIT FEE:
Residential
SITE ADDRESS: 7 0/ 3. M tSSto
Avg • 5P a ke NC VR (C2✓ G✓A
Building Owner
Name
Phone:
Fax:
Address-
City:
State:
Zip
Contractor H ecu sI�cepa A be, VR. LopebtRar r
Name. flogs/2:rO1D wAa
Phone:
Fax:
Address 5414 w, c, mr CT.
City: 5Po�ANE
State.
(N A
ZIP
?9ao r
License No. /(igo( 55 b 9 sig KZ-
Cit' Business Lic
Contact 5 "GA 1...4.4 (4 B, -.M
Name: -
Phone ;t q y - 5; 6;0
DESCRIPTION OF WORK
# OF UNITS X COST
TOTAL AMOUNT
1
TOILETS
WATER CLOSET, BIDETS
X
5600
2
URINALS
X
58.00
3
TUBS
X
56.00
!a
4
SHOWERS (PER TRAP)
BATH, STALL, ON-SITE BUILT
1
X
$6 00
dt
5
SINKS
LAVS/BASINS, BAR, FLOOR, KITCHEN,
LAUNDRY, UTILITY, JANITOR, PHOTO,
X-RAY, FOOD, PREP/CULINARY MEAT
X
56.00
.�T
6
DISHWASHER
x
56.00
b
7
CLOTHES WASHER
1
x
56.00
6
8
GARBAGE DISPOSAL
X
$6 00
9
WATER SOFTENER
x
$6 00
10
ELECTRIC HOT WATER TANK
NOTE IF GAS, SEE MECHANICAL
X
$6 00
11
FLOOR DRAINS
AREA, CASE, COIL, TRENCH,
CONDENSATE
x
$6 00
12
ROOF DRAINS/OVERFLOW DRAINS
X
56.00
13
FOUNTAINS, DRINKING
X
$6 00
14
WATER PIPING/DRAIN-IN WASTE,
VENT, PLUMBING, REVERSAL
NSTALLATION, ALTERATION, REPAIR,
REVERSALS
x
56.00
15
SEWAGE EJECTOR
GRINDER, SUMP PUMP
X
56.00
16
WATER USING DEVICE
ICE AN/OR COFFEE MAKER, HOSE BIB,
STEAMER
PROOFER, CARBONATOR, SWAMP
COOLER
3
X
56.00
iS
17
CROSS CONNECTION DEVICE
VACUUM BREAKER, CHECK VALVE,
AND R.P B.P.D. FOR: VATS, TANKS,
BOILERS
X
56 00
18
INTERCEPTORS
GREASE TRAP, SAND TRAP,
CHEMICAL HOLDING TANK
X
36 00
19
MEDICAL GAS (per outlet)
NITROUS, OXYGEN
X
3800
20
MISCELLANEOUS PLUMBING FIXTURE
X
$6.00
21
PRIVATE SEWAGE DISPOSAL/SYS
X
520.00
22
INDUSTRIAL WASTE INTERCEPTOR
X
51500
METHOD OF PAYMENT:
OCASH 0 CHECK O VISA 0 MC
Card#
AUTHORIZED SIGNATURE:
REVISED 8/26/05
EXPIRES
VIN:
SUBTOTAL
fl•
S
PROCESSING FEE
$35.00
TOTAL PERMIT FEE DUE:
j1 9 •.00
S -RL -12 Res, .-3 . -v6
sear Val ley
Community Development
Permit Center
11707 E Sprague Ave, Suite 106
Spokane Valley, WA 99206
(509)688-0036 FAX. (509)688-0037
www spokanevalley,org
Mechanical Permit Application
n Commercial
PERMIT NUMBER:
PERMIT FEE:
Residential
SITE ADDRESS: (0(35 iroz5SZo rJ AV¢. Spok.a.v8 11ku-4,r/ /
Building Owner
Name'
Phone.
Fax
Address'
City
State.
Zip
Contractor Nock SCgn.A 0tt/ca_1op4t.R Avrt
-
Name. ao (lat., pow4 -�
$, �
Phone: r�cl ,
Fax:
Address: r'J it(6, iN4 .)/tMTII C'r_
City .SFilC+4-n7�
State.
LJR
Zip 92,20p
License No' HLGH SSD 9i� z
City Business Lie:
Contact S'H(i.ALCAN BP.oht
Name
Phone' iii 97..... 5-36,a
DESCRIPTION OF WORK
0 O UNITS X
COST
= TOTAL AMOUNT
FUEL BURNING APPLIANCE
Equal to or less than 100,000
x
312.00
/a •
2
FUEL BURNING APPLIANCE
More than 100,000
x
$15.00
3
UNLISTED APPLIANCE (Additional Fee)
Equal to or less than 400,000
x
550 00
4
UNLISTED APPLIANCE (Additional Fee)
More than 400,000
x
$100.00
5
USED APPLIANCE (WSEC min. AFUE rating)
Equal to or less than 400,000
x
350.00
6
USED APPLIANCE (WSEC min AFUE rating)
More than 400,000
x
5100 00
7
BOILER/REFRIGERATION
1 - 100M BTU
X
512.00
8
BOILER/REFRIGERATION
101 - 500M BTU
X
520.00
9
BOILER/REFRIGERATION
501 - 1,000M BTU
x
525.00
10
BOILER/REFRIGERATION
1,001 - 1,750M BTU
x
535.00
11
BOILER/REFRIGERATION
More than 1,750M BTU
x
$60.00
12
GAS LOG, GAS INSERT, GAS FIREPLACE
x
510.00
13
RANGE
x
510.00
/0
14
DRYER
/
X
51000
/0
15
FUEL BURNING WATER HEATER
/
x
51000
/o
16
MISC. FUEL BURNING APPLIANCE
x
$10 00
17
GAS PIPING (each outlet)
x
51.00
18
DUCT SYSTEMS
/
x
510.00
/0
19
VENTILATING FANS
x
$10.00
20
AIR HANDLER (DOES NOT indude chiding)
Equal to or less than 10,000 CFM
x
512.00
3n
21
AIR HANDLER (DOES NOT indude ducting)
Greater than 10,000 CFM
x
51500
22
EVAPORATIVE COOLERS
X
310.00
23
TYPE I HOOD
X
550.00
24
TYPE II HOOD
1
X
510.00
/0
25
HEAT PUMP/AIR CONDITIONER
0-3 TON
X
$12.00
26
AIR CONDITIONER
3-15 TON
x
520.00
27
AIR CONDITIONER
15-30 TON
x
325 00
28
AIR CONDITIONER
30-50 TON
x
335.00
29
AIR CONDITIONER
More than 50 TON
x
560 00
30
LPG STORAGE TANK
x
510 00
31
WOOD OR PELLET STOVE/INSERT
x
310 00
32
WOOD STOVE - FREE STANDING
x
$25 00
33
REPAIR & ADDITIONS
x
515.00
34
VENTILATION SYSTEMS
x
$12.00
35
VENTILATION MECHANICAL EXHAUST
X
512.00
36
INCINERATOR — RESIDENCE
x
519.00
37
INCINERATOR — COMMERCIAL
X
522.00
METHOD OF PAYMENT:
DCASH ❑ CHECK 0 VISA ❑ MC
CARD#
AUTHORIZED SIGNATURE:
REVISED 8/26/05
EXPIRES:
VIN:
SUBTOTAL
9 0 .s
PROCESSING FEE
535.00
TOTAL PERMIT FEE DUE:
G -aa -o6
Spokape
.00$ Valley
Community Development
Permit Center
11707 E Sprague Ave, Suite 106
Spokane Valley, WA 99206
(509)688-0036 FAX: (509)688-0037
WWW. spokaneva lley.or_
Approach Permit Application
PERMIT NUMBER:
PERMIT FEE:
PROJECT ADDRESS I o 1 3 5 1M%55tON Avrr, 5,0ok4tv2Utpll)A'
START DA1L
ANTICIPATED COMPLETION DATE
Building Owner:
Contractor:
Name:
Name: f-lcCii Srg AA b't✓CI-opmraNT
Address:
City
State. Zip:
Phone: Fax:
Contact Person
Name:
Phone:
PROJECT DESCRIPTION (Provide site sketch)
Residential Dnveway
Existing Curb & Gutter
Culvert Installation
Other Conditions
Address: 54 i6 1,J , JAMLQ LY,
City SPekrtntt
State: INA . Zip. 9%lots-
Phone: 9 9 t- 36 3C,
Fax:
Contractor Lic No: 14 SISSOy Exp Date: 4'j--9j-err
yKz.
City Business Lie. No:
Commercial/Industrial Driveway
Rural Road Section
Sidewalk Repair/Construction
Bond/Insurance certification must be on file with the city.
DISCLAIMER
The permittee verifies, acknowledges and agrees by their signatures that: 1) If this permit is for construction of 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 m
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) This 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
Date C. — 32 G (D
Method of Payment:
❑ Cash ❑ Check ❑ Mastercard ❑ VISA
Bankcard #: Expires: VIN#:
Authorized Signature:
REVISED DS/06
Date: 6' -c;62 -19
Broms Construction Consulting
Sl,ealeali Brom
7718 E. Bernhill Rd
Colbert. WA. 99005
Phone (509) 499-5362
c-insil BromCC I nmsn com
To Whom ItMay Concern;
I, ¢e ,A have permission to represent: C-7:00-Rfl bit Vic toinnceNr
(Shealeah Brom)
In the process of acquiring a building permit for the following customers : Qof,cP-- Nowa e.A
(
Sincerely, Shealeah Brom
Signature: 5 &c -c- c•J'_
e //
Represented Client and o5 Contractor: FL-rG H stela/2A ) €: Jc%o fn,,.. (eo St✓,c Po
Signature:
Community Development
Permit Center
11707 E Sprague Ave, Suite 10
Spokane Valley, WA 99206
(509)688-0036 FAX: (509)688-
www.spokanevalI ey.org
Residential Construction
Permit Application
JUN 2 2i
UULDA
GIT
IT NUM FEE:
BER: 9{
New Construction . ❑ Accessory Bldg
❑ Addition/Remodel ❑ Deck
ff Other:
SITE ADDRESS i 0/35 MxSSrait) Ave 5PakAN E VAU.�yr WA •
ASSESSORS PARCEL NO: 215 0 g l 5°11 LEGAL DESCRIPTION:
Building Owner:
Contractor: 13CGH S=€RLA be,VClorne4yr,
Name: r. -c 6c, 4.7r No L. JA
Name:
Address:
Address: cif I b iN. 3.4Mze Lr.
City: State: Zip:
City: SookE.nrr1 State: WT. Zip:
`19do8'
Phone: Fax:
Phone: 945‘--3636 Fax:
GARAGE SQ. FTG: `%L
µ —r't-tg— of
ContractHorr6LicHN55n 4s''fkx o: Exp Date: 5• _ 9 — 0 $
Contact Person
S.....O IL
City Business Lic. No:
5H
HEAT SOURCE:
CAS
SEWER OR SEPTIC?
Cxty 5OwcQ
Name: RADAµ 8X -Dan
Phone: 4/99 — c i ba.
Describe the scope of work in detail:
Cost of Project: $
**************The following MUST be complete: (write N/A if not applicable)**********************
HEIGHT TO PEAK: r
PheQF-,,16
X
DIMENSIONS:
# OF STORIES:
/
TOTAL HABITABLE SPACE:
1 Lc.s
MAIN FLOOR t0 SQ.
FTG: ),-65 (o-
2"" FLOOR SQ. FTG:
N/A /
UNFIN BASEMENT//SQ. FTG:
P/!q
IMPERVIOUS SURFACE
AREA:
FINISHED BASEMENT
SQ. FTG: N /A
GARAGE SQ. FTG: `%L
µ —r't-tg— of
DECK/COV. PATIO SQ. FTG:
if'{-
30% SLOPES ON
PROPERTY: N /A
S.....O IL
# OF BEDROOMS: 3
CONSTRUCTION TYPE:
Nfw I-loaC
HEAT SOURCE:
CAS
SEWER OR SEPTIC?
Cxty 5OwcQ
The permitee verifies, acknowledges and agrees by their signature that: 1) If this permit is for construction of 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) This 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 S /374®'""
Method of Payment:
❑ Cash
Bankcard #:
Authorized Signature:
REVISED 8/25/2005
❑ Check
❑ Mastercard
Expires:
Date 6,— aa —06
❑ VISA
VIN#:
PLANNING DEPT.APPROVED
BY
DATE:
Atl
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1
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9s
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bi55 411.
•
51di uqo E V()ty(i['M ?.29 3
lila "44 - .i .p2. C.
•NOOR3TNI 38 jJAH2 2MRASA
A H3UZ N1 t33Ri* OAAH ONA (J ?�t
3140 NOITAVtT3A 3HT TART
A1* JJA 3TAYIT3A JJiW MF :
c MiN3AOR49A 2A3RA
01111i33 03T.I'JAVEMOORC:38
{ROOD? 143,43 NO 8 4s 30 32iR
. rtt1ll(\1
1 1
trn
rthriut111
S
G
LAS
S
Min. 4 ft Brace Wall Panel per R602.10.3 & R602.10.4
Min. 2 ft 8 in. Alternate Brace Wall Panel per R602.10.6
Min. 16, 18 or 20 in. APA Portal Frame Bracing
Engineered Shear Wall Bracing
LANDING required on both sides of exit doors with min. size of
3 ft. measured in direction of travel by 3 ft. or width of door if
greater, and not lower than 1 1/2 in. below threshold. Landing
required at other exterior doors is a minimum size of 3 ft travel
distance by width of door, and not lower than 7 % in. below
threshold provided the door does not swing over the landing.
Gas Appliances in garages require 18 in. elevation or
approved floor grade rating. Minimum 3 in. bollard or
wheel stop required for vehicular impact protection
Maximum 4 ft spacing between bollards.
UPC 508.2 — Water heaters require anchoring or
strapping at upper and lower one third points to prevent
horizontal displacement during earthquakes. Strapping
shall be a minimum of 4 inches above controls.
EMERGENCY EGRESS REQUIREMENTS
FROM SLEEPING ROOMS
1) NET CLEAR OPENING 5.7 SQUARE FEET
GRADE FLOOR OPENING (MAX 44•) 5.0 SOUARE FEET
21 NET CLEAR OPENING HEIGHT 24 INCHES
3) NET CLEAR OPENING WIDTH 20 INCHES
41 MAX FINISHED SILL HEIGHT 44" ABOVE FLOOR
51 FMT ^,;F NCY ESCAPE & RESCUE OPENING SHALL BE
C'71 kAT1 FROM THE INSIDE OF THE ROOM WITHOUT
rHF !LSI' r KF''S OR TOOLS
Egress windows operable
5.7 sq. ft. - 44" sill
SMOKE ALARMS SHALL BE INTERCOM•
NECTED AND HARD WIRED IN SUCH A
MANNER THAT THE ACTIVATION OF ONE
ALARM WILL ACTIVATE ALL ALARMS.
(BEDROOMS, AREAS APPROACHING
BEDROOMS. VAULTED CEILING
WITH RISE OF 24• i ON EACH FLOOR)
fel EXHAUST FANS
100_Ifni kitchen
50 CFM bathrooms
& laundry VFN
'Ill
01�,
?.2A ID �1l [:i' t1.
75'-0"
IS' -0"
2 -4"
6'-3"
S
T
4'-0" x 4'-0"(sitAtC
BEDROOM aI
PATO
HOSENx-
BI
3'47" x 3'-6"
BREAKFAST NOOK
KITCHEN
GABLE
CLOSET -
5'-0" r
ROD 4 SHELF
5'-0"
MASTER BEDROOM
ECIC
2.6
2•-6"
ROD 4 SHELF
9
3'-6"
GREAT ROOM
VAULTED CEILING
BATH
HALL
2'-6
16'-10"
S'-0" x 5'
WATER
COVERED PORC
BEDROOM a2
n'-6"
GABLE
SEWER
MlNlon Lot 3
400 Sq Ft
blab or Grads
O
1) MATERIALS APICARAQIIIiiik r it
CONSTRUCTION ON THE GA „ SIDI'o h FIRE ti;
❑ 5/8" TYPE "X" GYP BOARD (HABITABLE SPACE A
❑ 1/2" GYP BOARD (RESIDENCE/ATTIC, FLOOR/CEI
2) OPENINGS BETWEEN GARAGE AND RESIDENCE SH
lipEQUIPPED WITH SOLID WOOD DOOR, SOLID OR HONE
STEEL DOORS NOT LESS THAN 1 3/8", OR 20 MINUTE
DOORS.
.1
GABLE
20 -0"
1l'E
yr tR
NG)
BE
MB CORE
E RATED
DRIVEWAY
PIO')Y
15'0"
T336812 014141. Lia 2' ;.
21401T33Rigo3I.1OIT gat/1!
1
9
0
Minimum depth for frost protection in the City of
Spokane Valley is 24 inches measured from the bottom
of the footing to finish grade. Grade slope away from
building a minimum 6 inches in first 10 feet.
Radon Mitigation System Required
With 6 mil Vapor Barrier
111,alon Lot 3
woo aq Ft
!dab on Grad.
1I'- ."
1
CONCRETE TO COMPLY TABLE 404.1,1(1)
ATION WALLS - 3000 # PSI
GARAGES, CARPORTS
PORCHES - WOO* PSI
13'oh"
2 CAR GARAGE
5'-1113'
ALL FOOTINGS MUST BE CONTINUOUS
16'0"
DRIVEWAY
1
(1)t. 1.40 3J8AT ORI OT YJ9MOO OT 3T3R3W03
129 000E . 2JJAW Vi01TAGMIU03
2TROgRA3.23OARAO.28AJ2
129 a 002E . 23HORQS S
5Th
ma
aQ •
ro m ��"
"`
"""
4...jjj
zp
o -a
z
.1 J: -A
PROVIDE DIAGRAMS AND
ENGINEERING LAYOUTS FOR
ROOF TRUSSES, BEAMS AND
FLOOR SYSTEMS PRIOR TO FRAMING
INSPECTIONS
CITY COPY
THIS BUILDING SUBJECT
TO FIELD INSPECTION CORRECTIONS
Sii
ao,59,►lley
REVIEWED FOR CD E COMPLIANCE
SPOKANE VALLEY //3'U;LIjNG DIVISION
T 7