2006, 07-25 Permit App: 06002867 Garage, ShopProject Number: 06002867 Inv: 1
Application
,
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 07/25/2006 Page 1 of 2
Project Information:
Permit Use: 30 x 39 garage/shop Contact: GELLHAUS, ERIC & KIM
Address: 12010 E BUCKEYE AVE
C - S - Z: SPOKANE VALLEY, WA 99212
Setbacks: Front Left: Right: Rear: Phone: (509) 891-1546
Group Name:
Site Information:
Project Name:
Plat Key: 001641 Name: MIRABEAU RANCH ADD
s..
District: H
Parcel Number: 45091.1450 Block:
SiteAddress: 12010 E BUCKEYE AVE
Location:: CSV
Zoning: AGSUB (— 4- 2.. s
Water District:
Area: .00 Acres
Nbr of Bldgs: 1
Review Information:
Lot:
Owner: Name: GELLHAUS, ERIC & KIM
Address: 12010 E BUCKEYE AVE
SPOKANE VALLEY, WA 99212
Hold: ❑
Width: 85 Depth: 139 Right Of Way (ft): 60
Nbr of Dwellings: 1
Review
Building Plan Review
Released By:
Driveway/Approach
Released By:
Landuse/Zoning/HE Conditions
Released By:
Sewer Review
Permits:
Released By:
ON SEWER
Originally Released: 07/25/2006 By: amblake
Operator: AMB Printed By: AB
Print Date: 07/25/2006
orieN\leas. Permit Center
Scmcr
pokane 11707 E Sprague Ave, Suite 106) ;
(509)688-0036 FAX: (50'0688-0037 JUL 2 5 2
.4000 Vl lSpokane Valley, WA 99206'
aev
,
OOS
Community Development www.spokanevaliev.orz
Residential Construction
Permit Application
New C�nfiic
PERMJT NUMBER:,970/
'PERMIT FEE:c373 I 07/
n ccessory Bldg
fl Addition/Remodel
D Other:
Deck
SITE ADDRESS Er ( ,)-01 6 134-4
ASSESSORS PARCEL NO:
LEGAL DESCRIPTION:
Building Owner:
Name: FR I C, (4iIkuz
Address: e. 140 t 0
'f(.
City: fy)1,cart.,2_
Phone: eq/... 50 L.,
State:
Fax:
Zip: twja4
Contact Person
Name: E.t2.IC_ e.itkCsuS
Phone: Pei ce.iL
Describe the scope o
,Pmtric
Name:
LR n* -4
Address:
City:
State:
Zip:
Phone:
Fax:
Contractor Lic No: Exp Date:
City Business Lic. No:
detail: Cost of Project:
3 0 in D e( eicti-ace
**************The n MIUST be com lete: Write N/A if not a licable **********************
HEIGHT TO P,tb,-
i i
DIMEO39
# OF STORIES: -TOTAL
1
HMITABLE SPACE:
N./ I
MAIN FLOOR TO S .
FTG:
2 FLOOR SQ. FTG:
KVA
UNFIN BASEMENT SQ. FTG:
p ipt-
IMPERVIOUS SURFACE
AREA:
FINISHED-BAS T
SQ. FTG: t`...1
GARA(F SQ. FTG •
Ill°
DECK/CV. PATIO SQ. FTG:
4 A
30% SLOPES ON
PROPERTY:
# OF BED 0 S:
CONSTRUCTION TYPE:
HEAt SOURCE:
SEWER O SEPTIC?
1Q/04
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 sed.
Signatur
Date 2/07
Method of P
0 Cash 0 Check 0 Mastercard 0 VISA
Bankcard #: Expires: VIN#:
Authorized Signature:
REVISED 825/2005
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To t A y) c..,,` ,C-j
1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE
2003 INTERNATIONAL BUILDING CODE.
2. ALL FRAMING MATERIAL SHALL BE HEM FIR NO. 2 OR
BETTER. DOUGLAS FIR NO. 2 MAY BE SUBSTITUTED AS
AN ALTERNATIVE. WOOD IN CONTACT WITH EARTH
AND/OR SHALL BE PRESSURE TREATED, 0.6
RETENTION.
3. CONCRETE DESIGN BASED ON A COMPRESSIVE STRENGTH
OF 2500 PSI AND NO SPECIAL INSPECTION PER UBC
306 REQUIRED. RECOMMENDED CONCRETE STRENGTH IS
4000 PSI FOR DURABILITY ONLY.
4. ROOF SHEATHING SHALL BE 5/8" CDX. NAIL CDX WITH
8d HD GALV AT 4" C/C EDGE, 12" C/C FIELD.
5. SIDE SHEATHING SHALL BE 5/8" CDX. NAIL CDX TO
STUDS WITH 8d HD GALV AT 6" C/C EDGE, 12" C/C
FIELD.
6. TRUSS MANUFACTURER SHALL VERIFY LOAD BEARING
POINTS FOR ALL TRUSSES.
7. SIDEWALL AND ROOF METAL SHALL BE FASTENED TO CDX
WITH 1" #9 SCREWS AT 9" C/C IN ROWS AT 18" C/C.
8. DESIGN LOADS:
LIVE LOAD: 20 PSF
LOAD: 40 PSF
WIND SPEED: 85 MPH EXP C
SEISMIC ZONE: D1
SOIL BEARING: 1500 PSF
DOWN (HD) SCHEDULE
-.HOLD
TO
30
MARK' DESRIPTION
ACTCOUA.R NORTHOCONCRETE
ON JVEOBS a
S VV — 1 �W— SW — 1
0
NO HD
VV
A
PHD5, 5/8" A.B., 7" EMBED
j�\07
i
O
NOTE: ALL HD ARE SST OR EQUAL
N
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f
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/�7/'<
/I
///
//I/i"
SHEARWALL SCHEDULE
V)
-n
N
MARK
I DESRIPTION
12'
N
N
SCSJ
SW -1
5/8" CDX NAILED TO FRAMING WITH 8d AT 6" C/C
BOUNDARY, 12" C/C FIELD. 1 /2" A.B. AT 4'-0" C/C,
12" MAX FROM END OR CORNER. ANCHOR POINT SHALL
I
BE DBL 2x6 STUD OR GREATER.
SW -2
5/8" CDX NAILED TO FRAMING WITH 8d AT 3" C/C
3'
m
M
BOUNDARY, 12" C/C FIELD BOTH SIDES OF WALL. 5/8"
A.B." C
AT 2-0 C, 12" MAX FROM END OR CORNER.
/SNOW
ANCHOR POINT SHALL BE DBL 2x6 STUD OR GREATER.
SCSJ
NOTES
C/0 = CENTER TO CENTER
DBL = DOUBLE
IZED
HDLV = HOTVDIIPPED
MIN = MINIMUM
PT = PRESSURE TREATED
SCSJ = SAW CUT JOINT
SW = SHEAR WALL
TYP = TYPICAL
I
4" CONCRETE
ON GRADE,
TROWEL
SLAB
SMOOTH
FINISH
SCSJ
/ // EXTENTS OF CONCRETE SLAB
/'
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/
LEGEND
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DETAIL 1/S3
TYP
SSIONAL Cs
I EXPIRES 08/18/®
FOUNDATION PLAN SCALE: 3/16"=1'
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DRAWN BY: PAF APPROVED BY: CWB
ADDRESS WHERE WORK WILL 8 DONE
PROJECT
ERIC GELLHAUS
STICK BUILDING
SHEtwME
FOUNDATION PLAN
AND NOTES
5HT rq
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••••••
DATE: 8/01/06 PROJ. NO.: 2715.0
12010 E. :UCKEYE
REV. NO.: 0 SCALE: NOTED
SPOKANE. WA 9920639'x30'X14'
SPOKANE COUNTY
8xZ 31dI211
8xZ 31dIdl I 01,n 31d181
z
x
N
z
x
N
z
(0
x
N N
2x6 KING
\\
z
c0
x
N
2x6 KING
PRE ENGINEERED TRUSS
6030 3068
v
TRIPLE 2x1 0 HDR
16'x12' 0/H DOOR
L
V
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(1)
9
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SECTION A — MAIN BUILDING SECTION
39'
GRADE
2x6 STUD WALL
7— ANCHOR BOLT PER PLAN
/ 2x6 PT BASE
//// #4 BAR CONT
/— 4" CONCRETE SLAB
(2) #4 BARS CONT"
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.
BOUNDARY NAILING:
8c1 AT 6" C/C \
BOUNDARY NAILING:
PER PLAN
5/8" COX
SHEATH INC
5/8" CDX
SHEATH!NG
LS 50
CLIP
H1 CLIP
DETAIL
2 SCALE: 1/2"
DRAWN ay: PAF APPROVED BY- CWB
DATE: 8/01/06
RFV. NO.. 0
PROJ. NO.: 2715.0
SCALE. NOTTO
SCALE: 3/1 6"= 1
ADDRESS 1hAirRE WORN VOL, DE DONE'
12010 E. BUCKEYE
DETAIL 1 — TYP FTG SCALE: 1 /2" = 1
EXPIRES OS/ 184 7
SPOKANE WA 99205
SPOKANE COUNTY
PROJECT
ERIC GELLHAUS
39x30.x14' STICK BUILDING
SH1 NAME
MAIN BUILDING SECTION
AND DETAILS
6030
3068
°
16'x12' 0/H DOOR
SOUTH ELEVATION SCALE: 3/16"=1'
EAST ELEVATION SCALE: 3/16'=1'
ii
1 i
I
6030
6030
�� r ,�
-0
.,-,t2,.,%,
37708
'-0 ��IS 4
SSIONAL G
EXPIRES 08/18/ 91
NORTH ELEVATION SCALE: 3/16"=1'
WEST ELEVATION SCALE: 3/16"=1'
,.•.•••..0
DRAWN BY: PAF APPROVED BY: CWB
ADDRESS WHERE WORK WILL BE DONE:
PROJECT
5HT HCNE
SHr ra:
!..�..
4:44+1
DATE- 8/01/06 PROJ. NO.: 2715.0
12010 UCK YE
ERIC GELLHAUS
BUILDING ELEVATIONS
��•�•�•��:
REV. NO.: 0 SCAT E. 60060
SPOKANE. WA 99206
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S4
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SPOKANE COUNTY
39'x30'x14' STICK BUILDING
.;.4;4%
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
SlioIone
REVIEWED FOR CODE CO PLIANCE
SPOKANE VALLEY BU IN DIVISION
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