2006, 07-07 Permit App: 06002486 ResidenceProject Number: 06002486 Inv: I
Application
THIS IS NOTA 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: 45084.1502
Block: Lot:
SiteAddress: 10125 E MISSION AVE Owner: Name: HOWARD, LORI & ROBERT
Address: 5416 W JAMIE CT
SPOKANE, WA 99208
Location:: CSV
Zoning: UR -3.5 Urban Residential 3.5
Water District: Hold: ❑
Area: 10,282 Sq Ft Width: 0 Depth: 0 Right Of Way (ft): 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review Information: -
Review
Building Plan Review
Released By:
Driveway/Approach
Originally Released: 07/03/2006 By: TMELBOU
-Released:By:-`-
Originally Released: 07/03/2006 By: amblake
Landuse/Zoning/HE Conditions
Released By:.
Sewer Review
Originally Released: 06/27/2006 By: Mharnois
Released By: _
Permits:.._ .._
Operator: AMB Printed By: AB Print Date: 07/07/2006
Project Number: 06002486 Inv: 1 Application
•
Date: 07/07/2006 Page 2 of 3
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
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 So 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
Permit Total Fees:
Mechanical Permit
Fee Amount
$1,094.55
$4.50
$437.82
$1,536.87
Contractor: HIGH SIERRA DEVELOPMENT Firm: HIGH SIERRA DEVELOPEMNT L
Address: 5416 W. JAMIE CT Phone: (000) 000-0000
SPOKANE, WA 99208
Item Description
DUCT SYSTEMS
GAS WATER HEATER
GAS APPLIANCE<=100,000BTU
VENTILATING FANS
CLOTHES DRYER
RANGE
HOOD -TYPE II
Units Unit Desc
1 NUMBER OF
1 NUMBER OF
1 NUMBER OF
3 NUMBER OF
1 NUMBER OF
1 NUMBER OF
1 NUMBER OF
Operator: AMB Printed By: AB
Fee Amount
$10.00
$10.00
$12.00
$30.00
$10.00
$10.00
$10.00
Permit Total Fees: $92.00
Print Date: 07/07/2006
Project Number: 06002486 Inv: I
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 07/07/2006 Page 3 of 3
Plumbing Permit
Contractor: HIGH SIERRA DEVELOPMENT Firm: HIGH SIERRA DEVELOPEMNT L
Address: 5416 W. JAMIE CT
SPOKANE, WA 99208
Item Description
TOILETS/BIDETS
SINKS
SHOWERS
TUBS
DISH WASHERS
CLOTHES WASHER
WATER PIPING - DWV
Phone: (000) 000-0000
Units Unit Desc
2 NUMBER OF
4 NUMBER OF
1 NUMBER OF
2 NUMBER OF
1 NUMBER OF
1 NUMBER OF
3 NUMBER OF
Permit Total Fees:
Notes:
Fee Amount
$12.00
$24.00
$6.00
$12.00
$6.00
$6.00
$18.00
$84.00
ALL DRIVEWAY APPROACHES TO BE CONSTRUCTED PER SPOKANE COUNTY
STANDARDS AS ADOPTED BY THE CITY OF SPOKANE VALLEY.
MINIMUM OF 7.5' FROM EACH PROEPRTY LINE, 5' FROM CROSSWALKS OR
INTERSECTION CURB AND MINIMUM OF 15' OF SEPARTAION 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
Approach
Building Permit
Mechanical Permit
Plumbing Permit
Fee Amount Invoice Amount
$50.00
$1,536.87
$92.00
$84.00
$50.00
$1,536.87
$92.00
$84.00
Amount Paid
$0.00
$0.00
$0.00
$0.00
Amount Owing
550.00
$1,536.87
$92.00
$84.00
$1,762.87 $1,762.87 $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: 06002486 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 6/26/2006 Page 1 of 2
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: 45084.1502 Block:
SiteAddress: 10125 E MISSION AVE
Location:: CSV
Zoning: UR -3.5
Water District:
Area: 10,282 Sq Ft
Urban Residential 3.5
Lot:
Owner: Name: HOWARD, LORI & ROBERT
Address: 5416 W JAMIE CT
SPOKANE, WA 99208
Hold: ❑
Width: 0 Depth: 0 Right Of Way (ft): 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review Information•
Review
Building Plan Review
Released By A.
3=1 a6
Driveway/Approach
st:PP00Z0-O?#1 Released By: _
Landuse/Zoning/I-IE Conditions
Released By: 11/22- i �'.
Sewer Review
Permits •
Released By:
Operator: AMB Printed By: AMB
Print Date: 6/26/2006
Project Number: 06002486 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 6/26/2006 Page 2 of 2
Approach
Contractor: HIGH SIERRA DEVELOPMENT Firm: HIGH SIERRA DEVELOPEMNT L
Address: 5416 W. JAMIE CT Phone: (000) 000-0000
SPOKANE, WA 99208
Building Permit
Contractor: HIGH SIERRA DEVELOPMENT Firm: HIGH SIERRA DEVELOPEMNT L
Address: 5416 W. JAMIE CT Phone: (000) 000-0000
SPOKANE, WA 99208
Mechanical Permit
Contractor: HIGH SIERRA DEVELOPMENT Firm: HIGH SIERRA DEVELOPEMNT L
Address: 5416 W. JAMIE CT
SPOKANE, WA 99208
Phone: (000) 000-0000
Plumbing Permit
Contractor: HIGH SIERRA DEVELOPMENT Firm: HIGH SIERRA DEVELOPEMNT L
Address: 5416 W. JAMIE CT Phone: (000) 000-0000
SPOKANE, WA 99208
Notes:
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: .
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: AMB
Print Date: 6/26/2006
.' Permit Center II
S kerne 11707 E Sprague Ave, SyiiD
wley Spokane Valley, WA 99}006
al(509)688-0036 FAX: (500
Community Development www.spokanevalley.org
Residential Construction
Permit Application
ECErn
6 �UN 2 2
003
UMMIM
New Construction
❑ Addition/Remodel
Other:
❑ Accessory Bldg
❑ Deck
SITE ADDRESS f01ar /Nr5Sto^/ AVV. SpekAMz VA -1U/ r W/t•
ASSESSORS PARCEL NO: 11'4 50 84 15 D I1 LEGAL DESCRIPTION:
Building Owner:
Contractor: k c41+ 5re c, A O/'Elepn,.ewr
Name:
P-.0er27 Flu waKh
Name:
Address:
Address: 5414 Gv JAtrite e_
City: State: Zip:
City: SPokAN2 State: WA • ZiP?'Q2o&
Phone: Fax:
Phone: c/9 B' 34: 3 t: Fax:
�
GARAGE S 'FTG: , 2
S ^�� • ' 01''
Contractor5 Ao`1//SkZ Exp Date: 5- g-6 $
Contact Person
# OF BEDROOMS:
City Business Lic. No:
HEAT SOURCE:
CNA 5
SEWER OR SEPTIC?
C-rry/ S¢wfR
Name: Stt'tALtAlt €9 -0.1" -
Phone: 'f99 - 53 Co a
Describe the scope of work in detail:
Cost of Project: $
**************The following MUST be complete: (write N/A if not applicable)**********************
HEIGHT TO PEAK:
A PP�f l
?K ,'
DIMENSIONS:
# OF STORIES:
l
TOTALABITABtE SPACE:
I1--(e.s
MAIN FLOOR TO SQ.
FTG: I,a45 tLaL
2"i' FLOOR SQ. FTG:
NiA
y
UNFIN BASEMENT SQ. FTG:
/VfA
IMPERVIOUS SURFACE
AREA:
FINISHED BASEMENT
SQ. FTG: r'/A
�
GARAGE S 'FTG: , 2
S ^�� • ' 01''
DECK/COV. PATIO SQ. FTG:
'Pt IS, 0 (I--
30% SLOPES ON //
PROPERTY: /V! Zt
# OF BEDROOMS:
CONSTRUCTION TYPE:
New (Iom€
HEAT SOURCE:
CNA 5
SEWER OR SEPTIC?
C-rry/ S¢wfR
The penmitee 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 SP.,..24,1eAL
Method of Payment:
❑ Cash El Check ❑ Mastercard ❑ VISA
Bankcard #:
Expires: VIN#:
Authorized Signature:
REVISED 8252005
Date G - 3 a -o G
Permit Center
Spokane 11707 E Sprague Ave, Suite 106
Spokane Valley, WA 99206
(509)688-0036 FAX: (509)688-0037
Community Development Www spokanevallev orP
Mechanical Permit Application ❑ Commercial
jVal ley
PERMIT NUMBER:
PERMIT FEE:
Residential
SITE ADDRESS: 10 (a 5` t ltS5 Z0
Sex ierl-N
/.41A •
Building Owner
Name
Phone:
Fax:
Address:
City.
State.
Zip:
Contractor (4t& l+ S -c +�,/�,L'A t tvq Lop MFN7
Name P-0 SCP --7 NtrwAC-� 1
Phone y y -- 3 `36
Fax
Address' S�l6 (.v/• ,i -t a CT.
City: 5pOKrt Alt
State
(JA
Zip:
4p700 :8-
License No: i}-Oa.k SS b. c f4( KZ
City Business Lie:
Contact 5 0-P 1.4t4 U- 65,.-01v>_ -
-
Name-
Phone. 4f 9Y — 5,-3( a
DESCRIPTION OF WORK
#OF UNITS X
COST
= TOTAL AMOUNT
FUEL BURNING APPLIANCE
Equal to or less than 100,000
1
x
512 00
2
FUEL BURNING APPLIANCE
More than 100,000
x
515 00
UNLISTED APPLIANCE (Additional Fee)
Equal to or less than 400,000
x
550.00
4
.UNLISTED APPLIANCE (Additional Fee)
More than 400,000
x
5100.00
5
USED APPLIANCE (WSEC min. AFUE rating)
Equal to or less than 400,000
X
$50.00
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
$20 00
9
BOILER/REFRIGERATION
501 - 1,000M BTU
X
525.00
10
BOILER/REFRIGERATION
1,001 - 1,750M BTU
x
$35 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
1
x
$10.00
/O
15
FUEL BURNING WATER HEATER
1
x
510 00
/r
16
MISC FUEL BURNING APPLIANCE
x
510.00
17
GAS PIPING (each outlet)
x
$1.00
18
DUCT SYSTEMS
1
X
510 00
i0
19
VENTILATING FANS
3
x
510.00
30
20
AIR HANDLER (DOES NOT include ducting)
Equal to or less than 10,000 CFM
X
512.00
21
AIR HANDLER (DOES NOT include dulling)
Greater than 10.000 CFM
X
$15.00
22
EVAPORATIVE COOLERS
x
$10.00
23
TYPE I HOOD
X
$50 00
24
TYPE II HOOD
1
X
510 00
/O
25
HEAT PUMP/AIR CONDITIONER
0-3 TON
X
512.00
26
AIR CONDITIONER
3-15 TON
x
$20.00
27
AIR CONDITIONER
15-30 TON
x
525 00
28
AIR CONDITIONER
30-50 TON
x
$35.00
29
AIR CONDITIONER
More than 50 TON
x
560.00
30
LPG STORAGE TANK
x
51000
31
WOOD OR PELLET STOVE/INSERT
x
51000
32
WOOD STOVE - FREE STANDING
x
525 00
33
REPAIR & ADDITIONS
X
515.00
34
VENTILATION SYSTEMS
x
$12.00
35
VENTILATION MECHANICAL EXHAUST
x
$12.00
36
INCINERATOR - RESIDENCE
X
$19.00
37
INCINERATOR - COMMERCIAL
X
$22.00
METHOD OF PAYMENT:
DCASH 0 CHECK 0 VISA 0 MC
CARD #
AUTHORIZED SIGNATURE:
REVISED 8/2005
EXPIRES:
VIN:
SUBTOTAL
PROCESSING FEE
$35.00
TOTAL PERMIT FEE DUE:
/0.7 -€2
—aaa -oc.
Permit Center
Spokane 11707 E Sprague Ave, Suite 106
Spokane Valley, WA 99206
(509)688-0036 FAX: (509)688-0037
Community Development www spokanevalley.ore
Plumbing Permit Application
Val ley
PERMIT NUMBER:
PERMIT FEE:
❑ Commercial [Residential
SITE ADDRESS: (b19'5- Mt5$ZON A✓2. Spa L.rN& VA 1-(174,5 Wp
Building Owner
Name'
Phone:
Fax:
Address'
City
State.
Zip:
Contractor
({cAF1 S'Ar.ARl. bac/cicp,1.4. N'7
Name.
e FRT 4{o W Aib
Phone. 99 fr _ 36
3
Fax:
Address:
64 iG W. .1?n,Zk Cr,City"
SPOKA/1t/L
State: (,v.4.
Zip: y%lod
License No:
i1 -c g 55 D i K4 KZ
City Business Lic
Contact
SNPLR LI -A b
Name'
Phone. tz079 _
G Z
DESCRIPTION OF WORK
#OF UNITS X
COST
•
TOTAL AMOUNT
TOILETS
WATER CLOSET, BIDETS
X
56 00
a
2
URINALS
X
56.00
3
TUBS
a
X
56.00
l3
4
SHOWERS (PER TRAP)
BATH, STALL, ON-SITE BUILT
X
36.00
Io
5
SINKS
LAVS/BASINS, BAR, FLOOR, KITCHEN.
LAUNDRY, UTILITY, JANITOR, PHOTO,
X-RAY, FOOD PREP/CULINARY MEAT
x
$6.00
6
DISHWASHER
x
56.00
(o
7
CLOTHES WASHER
X
56.00
G-
8
GARBAGE DISPOSAL
x
$6 00
9
WATER SOFTENER
x
56,00
10
ELECTRIC HOT WATER TANK
NOTE: IF GAS, SEE MECHANICAL
X
38.00
11
FLOOR DRAINS
AREA, CASE, COIL, TRENCH,
CONDENSATE
X
$6.00
12
ROOF DRAINS/OVERFLOW DRAINS
X
56.00
13
FOUNTAINS. DRINKING
x
36 00
14
WATER PIPING/DRAIN-IN WASTE.
VENT, PLUMBING, REVERSAL
NSTALLATION, ALTERATION, REPAIR,
REVERSALS
x
56.00
15
SEWAGE EJECTOR
GRINDER, SUMP PUMP
X
36.00
16
WATER USING DEVICE
ICE AN/OR COFFEE MAKER, HOSE 818,
STEAMER
PROOFER, CARBONATOR, SWAMP
COOLER
3
X
36 00
I8
17
CROSS CONNECTION DEVICE
VACUUM BREAKER. CHECK VALVE,
AND R P.B.P.D. FOR: VATS, TANKS,
BOILERS
x
$6 00
18
INTERCEPTORS
GREASE TRAP, SAND TRAP,
CHEMICAL HOLDING TANK
X
36.00
•
19
MEDICAL GAS (per outlet)
NITROUS, OXYGEN
X
56.00
20
MISCELLANEOUS PLUMBING FIXTURE
x
36.00
21
PRIVATE SEWAGE DISPOSAUSYS
X
520.00
22
INDUSTRIAL WASTE INTERCEPTOR
X
51500
METHOD OF PAYMENT:
DCASH 0 CHECK 0 VISA 0 MC
Card#
EXPIRES'
VIN
AUTHORIZED SIGNATURE:P
REVISED 8/26/05
SUBTOTAL
�-
PROCESSING FEE
535.00
TOTAL PERMIT FEE DUE:
,Spokane
.,.00 Valley
Community Development
Permit Center
11707 E Sprague Ave, Suite 106
Spokane Valley, WA 99206
(509)688-0036 FAX: (509)688-0037
www.sookanevalley.org
Approach Permit Application
PERMIT NUMBER:
PERMIT FEE:
PROJECT_ ADDRESS (W 5 Mr-sSSor Ave • Spokavg UAuay t
START DATE
ANTICIPATED COMPLETION DATE
Building Owner:
Contractor:
Name:
Address:
City:
State: Zip:
Phone: Fax:
Contact Person
Name:
Phone:
PROJECT DESCRIPTION (Provide site sketch)
Residential Driveway
Existing Curb & Gutter
Culvert Installation
Other Conditions
Name: (4-t C7b4 SZFz2P_A breve. luprvlltntr
Address. 5 ti_ /4 (N, .SAMVt Cr.
City 5P0 WA Ng State: t.J 1
Zip: Y 9 a or
Phone: `998- $b0 3 (z Fax:
Contractor Lic No: /t Exp Date: 5 9 - o 5
City Business Lic. No: $fit kZ
Commercial/Industrial Driveway
Rural Road Section
Sidewalk Repair/Construction
Bond/Insurance certification must be on file with the city.
DISCLAIMER
The permittee verities, 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 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 SW gar',— Date
Method of Payment:
❑ Cash ❑ Check ❑ Mastercard 0 VISA
Bankcard#: Expires: VIN#:
Authorized Signature:
REVISED 3'9/08
Date: '6' -;" °
To Whom It May Concern;erp
I, c 2cel 9'r--
(Shealeah Brom)
Brom's Construction Consulting
Sheateah Brom
7718 E. Bernlull Rd.
Colbert, WA. 99005
Phone (509)499-5362
e-mail: BiomCC 1 cr nun corn
have permission to represent: NrGH S=GZRA 6 L toioncovr
( )
In the process of acquiring a building permit for the following customers : P_c&car No <„%a �t1
( )
Sincerely, Shealeah Brom
Signature: .7&424.. -ha -c `y1er ' -
P }� /�
1, No rte -15 1
Represented Client and or-Contra�or. 1-1;;-G.1-1 S egJ (9 ��lti?�n ✓/ (2u 6�� J
„ ..1V .tai\..
Signature: 'it i
J
WSEC TABLE 6-2
PRESCRIPTIVE REQUIREMENTS°4 FOR GROUP R OCCUPANCY
CLIMATE ZONE 2
Option
Glazing
Area10:
% of floor
Glazing U -Factor
Doors
U-
Ceiling2
Ce ling3
Wall12
Above
Grade
Wall?
Below
Grade
Wall?
Below
Grade
Floors
6
Son
Grade
Vertical
„
Overhead
Factor
I.
10%
0.40
0.58
0.20
R-38
R-30
R-21
int'
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-5"
IV.
25%
0.35
0.58
D.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
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 -1D
Occupancy
Only
VI.
Unlimited
0.32
0.58
0.20
R-35 /
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)
c a1
o
0I
4l n'
II
0
0;n
0 0,
„
Gln
n
0,0,
■
•
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
7
Braced wall
segment per
R602.10.5
No. of
jack studs
per table
R502.5(1 &2)
I''I
Anchor bolt per R403.1 .6 Typ.
0,4
04
0:0
Foundation per code
Side Elevation
heathing filler
if needed
16d sinker
nails in 2 rows
@ 3" o.c.
1000 Ib header -
to -jack -stud strop
on both sides
of opening (Ref.
No. LSTA24)
3/8" min.
thickness wood
structural panel
sheathing
Not to scale
Corner Detail
k.-----Dbl. top plate std.
Jack Studs 2x6 full height
2x6 trimmer std.
i
2- 2x6 trimmer called out on - 16
Typical Header detail / Exterior
Interior Wall Connection Detail
2- 2x4 nailed together for interior headers
2x4 full height
2x4 trimmer
Typical Header detail / Interior
Table 23 - I - 0 -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 Tess 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 Tess 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
8dyor 6d N
8d3
10d4or8dg
6dg
8d'
10ditor 8d°
27
Panel siding (to framing):
1/2" or less •
5/8"
6d4
8d`
28
Fiberboard sheathing:
1/2"
25/32"
No. 11 GA8
6d"
No. 16 GA?
No. 11 GA8
8d4
No. 16 GA?
29
Interior paneling
1/4"
3/8"
4d w
6d s
19g' WI& Sac
30# felt for ice
dam protection
-ro -1.4." , NSa F
LICTE1(-Ld ' w A L`
Attic Ventilation
1 Sq Ft per every 300 Sq Ft of space
ventilated with at least 50% in the upper
portion of roof area.
118"GAP
ROOFS M`TERIE v'�EEN SHEATHING
(SEE t�OF PLANiti
30'' FELT EA. COURSE
4' RATED SHTO'G INDEX 32/16
2 X RAFTERS 4 CLC. JOTS.
(OR Tla]GsES- SEE ROOF PLAN)
BLOUN-tN INSUL (SEE GEN. NOTES 3%S
riirs GYPSIUI BO. CEILING
RAIL BAFFLE a EAVE VENTS
2SCREENED X SOLID 131..1(G.
121
VENTS • 6 m
'. OC.
'SIMPSON' HIO SEISMIC cLIPS
• EA. RAFTER 4 INTO BLKG.
'+OPTIONAL' SOFFIT
4' 'ACX' PLYUD au
1' CONT. SCANID VENT
Gl GUTTER ON 2 X 5 FASCIA
SIDING (SEE ELEVATIONS)
6' BLDG. PAPER (OR TYVEIG)
Ig' RATED SHEATHING:
2X6STUDS •16'O.L.
BATT INSUL (SEE GEN. NOTES)
Ii' GTFW l BD.
Attic Accesiitt,1
bv22'x3
FRIEZE BD
(SEE ELEV,
N1101.3.1— Attic insulation certification req as to
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.
y.,
5� 1k& oikAo
Rio
FLOOR FINISH
IV PART. BD. UNDERLAY
%• COX PLYWOOD SIBFL OOR
2 X FL. JOISTS (SEE PLAN)
BATT 1NgUL_ (SEE GEN- NOTES) 40.1
(OVER UNHEATED SPACES)
1t' GYPSUt'1 P. CEILNGs
2 X RW1 JOIST
BATT INSULATION (SEE WALL
INSULATION SPEC ABOVE
FLOOR FINISH
4' PART. BP. UNDERLAY
%' COX PLYWOOD SUBFI-OOR
2 X FLOOR JOISTS (SEE PLAN)
BATT NSW_ (SEE GEN. NOTES)
cRALLLSPAGE
6 t11L BLACK 'VISA EEN'
�4T4B
T
i8'IBED
*4 VERT•
48' or, MAX
ALT EMEND
E
1-
0
(2) +4
CONT_
2 X 6 PT t .DSILL HATH
46' i AB. • 48' O:G.1W SU IPSON
E BRr- II? OR APPRVD EQ.
RAPE OF 2 PER PLATE
4 TWIN 12' OF ANY C.OI 'ER)
MN. FOUNDATION DIMS.
'A' 'B' 'c'
1 STORY= d' T 8'
2 STORY: 15'
3 STORY: IS' a' VD'
* SEE OPT. SIFT 'L'
FOR OTHER C•ONDmONS
THAT MAY APPLY.
4' 4PERFORATED DRAIN
TILE (TYP. u>t- REab)
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" O/C
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 �.
W = WIDTH OF FOOTING
LL
- AFOOTINGS AND STEPS SHOULD BE LEVEL IIi/
- STEP (B) SHOULD NOT EXCEED 3/4 OF STEP (A)
0'�
kd 0
/ e '
/
NOTE: CONCRETE TO BE
POURED MONOLITHICALLY
LEVEL
For SI: 1 inch = 25.0 mm.
61N. MIN
THICKNESS FOR
VERTICAL STEP
gr. N403.1.5
RECOMMENDATION FOR STEPPED WALL FOOTINGS
• ls(d)=7lir BASED ON#4(1R"DIAMEI'ER)REBAR
-d=REBARDIAMETER
--1"----FOOTING THICKNESS
30
SpoKANECouNTY
Division of Building and Planning
1-1/4" to 2" maximum
�'.\
4%//41
%/�
•
,.
34"-38"
Nosing
of trea
Handrail
Return ends to wall, or '
terminate at newell post
34" - 38"
6' 8"
. minimum
Intermediate rail spacing or
pattern so that 4 -inch sphere
cannot pass through
•
Triangular, area formed by tread,
riser and guardrail so that 6 in
sphere cannot pass through
For more information or an appointment contact: •
Spokane County Departinentof Building and Planning
1026 W. Broadway, Spokane; WA 99260-0050 ‘'
(509) 477-3675 , bp@spokanecounty.org
www.spokanecounty.org/bp
(830) 01/02
REQUIREDWID H OFRUNSNAIL
BEPROVIDED INTHISLOGTION
(SECTION 1003.33J31)
1�
NOTE: HANDRAILS NOT
SHOWN FOR CLARITY
STAIRWAYWIDTN
IMITATOR APPLIES TO4R OCCUPANCY (SSr,-nON10033392)
UN
AND PTTE SUMMITS N R-1 OCCUPANCY
REQUIRED WIDTH OFRUN SHALL
BE PROVDEDINTHISLOCATION
ON10033382)
NOTE: HANDIDI S
NOT SHOWN FOR C UITTY
• • PLAN VIEW
WINDING STAIRWAY
THEIARGESTTAFADWInm
OFRISEHEIGH ATTHINANT
MORTOFSTAIRSSHALL
NOTFSCEDTHESMAUSST
BTMORETHAN 3/1D1O1
(SECTION 1003' T)
PIAN VIEW
ALTERNATE USE OF WINDERS
PLAN Yr/
CIRCULAR STAIRWAY
WALL •
4-
WID4W 01@B104
RISE BETWEEN TREADS
Ok
wai
GOITER StPPORT
LB1rtA1011&
1: OIrLY APPUES TO RJ OCCUPN CY
AND PRIVATE STAMP/NYS IN
141 OCCUPANCIES.
2
LOURED 10 SERVING AS EXIT
FOR COD SODIUM FEET UAflJ&
PLAN VIEW
SPmAL 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 samllest by more
than 3/8". Stair treads shall be of uniform size
and shape, except the largest tread run within
any flight of stairs shall not exceed the smallest
by more than 3/8 inch.
Handrails • •
s.,
1 Onercquired (two required if stair is open on
sides) if there are four or more risers.
1 Height (34' to 38' above nosing of treads).
1 Projection (1-1/2 between handrail and wall).
1 I Handrails shall be continuous the hill length
of the stairs. Ends shall be returned or shall
terminate in newel posts or safety terminals.
Guardrails
1 1 Required if 30° or more above grade.
I Height (36' high at landings - handrail height
atstepi).
1 Openings (small enough that a 4° diameter
sphere can not pass through).
ACCEPTABLE SHAPES AND INSTALLATIONS --HANDRAIL
t
WALL
NOT ACCEPTABLE
THE HINDRNL DETAU. SHOWN HERE DOES NOT COMPLY WITH
THE 'CONTINUOUS TERMINOLOGY IN THE CODE
HANDRAIL CONTINUITY
1-w T0?
NOT ACCEPTABLE NOT ACCEPTABLE'
Please note that while every effort is made to assure the accruacy of the information contained in this brochure it's 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-
jion. For detailed information on a particular project, permit, or code requirement refer directly to applicable file andlor codelregulatory documents or
contact the appropriate division or staff
'.;N ."ikii:=,:
.
.«Tie
i�
RS
1tAPIDRAR'
.....
t
�.:
:. t
'_TAT,
'r P.. j•I�
t
WALL
NOT ACCEPTABLE
THE HINDRNL DETAU. SHOWN HERE DOES NOT COMPLY WITH
THE 'CONTINUOUS TERMINOLOGY IN THE CODE
HANDRAIL CONTINUITY
1-w T0?
NOT ACCEPTABLE NOT ACCEPTABLE'
Please note that while every effort is made to assure the accruacy of the information contained in this brochure it's 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-
jion. For detailed information on a particular project, permit, or code requirement refer directly to applicable file andlor codelregulatory documents or
contact the appropriate division or staff
ytcisn o zwobbni n
ttt�"tom-.ft ,p 7.2
ODR3TAI 38 JJAH2 2MRAJA 3)4OM;;
H; ui 04niyu puA Q3T_'si 1
311! 10 NCITAVITZA 3HT TANT A300AM
Mfim,:A .JJA 3TAVIT3A JJIW PARA is
3014:3A?A4gA 8A3AA ,ZMOOROJd;
0111)133 a3TJUAV ,2MOORO3R
(R3OJ3 H101.3 MO b 'AS i0 3281 HTIJY
Zwfi T?t1AHXI
k If
!'i1) lJ I
•
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 SQUARE FEET
2) NET CLEAR OPENING HEIGHT 24 INCHES
3) NET CLEAR OPENING WIDTH 20 INCHES
4) MAX FINISHED SILL HEIGA 44" ABOVE FLOOR
51 EMERGENCY ESCAPE 8 RESCUE OPENING SHALL BE
OPE RATIONAL FROM THE INSIDE OF THE ROOM WITHOUT
IriF USE OF KEYS OR TOOLS
Egress windows openable
5.7 sq. ft. - 44" sill
a) SMOKE ALARMS SHALL BE INTERCON-
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' & ON EACH FLOOR)
e EXHAUST FANS
100 -CFM kitchen
50 CFM bathrooms
& laundry vessvr p
A.
X
174
r.
2S' -O"
16'-0"
6'-3"
PATIO
6'-0"
NOSE B
4'-4'9
3 -0` x 3'-6"
GABLE
VERED PORG
II' -6"
6.-0"
6'-3`
GABLE
124a"
6'-3"
SEWER
Mr«ton Lot 3
1400 Sq Ft
Glob on Grad.
FS,T1®MANO N{+Sl3ET'•ti'FEN
TERIALS APPROV to ' ,oh r;hi
TRUCTION ON THE t, 7.717"
TYPE IC GYP BOARD (HABITABLE SPACE Art. V,
GYP BOARD (RESIDENCE/ATTIC, FLOOR/CElLI
NINGS BETWEEN GARAGE AND RESIDENCE SHALL 13
PED WITH SLID WOD DOORS NOT LESS THAN 13/8". OR 20 MINUTE SOLID OR Fl EM
RE
ED
GABLE
90'-0"
DRIVEWAY
-}--
• 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
\MO) °(r V V3
2NOIT ddf WO3 N
0
I1'-6"
CONCRETE TO COMPLY
Mission Lot 9
1400 Bq Ft
Slab or Credos
TO IR BOE 404.1.1(1)
FOU
s
n
19'-0/5` A, S' -Ills'
2 CAR GARAGE
k
6'
ALL FOOTINGS MUST BE CONTINUOUS.
�.+ -
20' 0
DRIVEWAY
TION WALLS - 3000 # PSI
GES, CARPORTS
CHES - 3500 # PSI
c •
;..
PROVIDE DIAGRAMS AND
"UNEERING LAYOUTS FOR
HOOF TRUSSES, BEAMS AND
FLOOR SYSTEMS PRIOR TO FRAMING
INSPECTIUNS
CITY COPY
1-1-1IS BUILDING SUBJECT
TO FIELD INSPECTION CORRECTIONS
vr
REVIEWED FOR
SPOKANE V.t\t_LF.,'
SpoYkane
Valley
FOR INSPECTIONS CALL 509-688-0054
YOUR BUILDING INSPECTOR IS:
JAY PRESS3
DOUG 'ESS 2
BOB PRESS 1
THIS CARD MUST BE POSTED ON JOB SITE
Spokane
COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION
INSPECTION RECORD
Job Address ! WS E eetki,S 1 hit
• Val 1ey
11707 E. Srague Ave
Spokane Valley, WA 99216
Inspection request line (509)688-0054
PERMIT NO: O600#21414
******** THIS CARD, PERMIT AND APPROVED PLANS SHALL BE ON JOB SITE AT ALL TIMES**"*""*
DATE
INSPECTOR
SETBACKS
FOOTINGS
REINFORCEMENT
UNDERGROUND
RADON
FRAMING
GAS PIPING
DUCT WORK
DATE
INSPECTOR I
WATER PIPING
DRAIN / WASTE / VENT
INSULATION
FIREWALL/GWB
FIRE PROTECTION SYSTEM
HVAC SYSTEM
FINAL BUILDING
FIRE