2006, 04-28 Permit App: 06001516 GarageProject Number: 06001516 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 04/28/2006 Page 1 of 2
Project Information:
Permit Use: 20 x 24' GARAGE
Setbacks: Front Left:
Site Information:
Plat Key:
Right: Rear:
Contact: HICKEY, JOHN
Address: 6852 COUNTRYWOODS CIRCLE
C - S - Z: MIDVALE, UT 84047
Phone: (509) 953-3923
Group Name:
Project Name:
Name: MISSION MEADOWS MHP MFG HOME PK 123 UNITS District: East
Parcel Number: 55083.9601 Block:
SiteAddress: 1625 N GRADY LN
Location:: CSV
Zoning: UR -7
Water District:
Area: 0 Sq Ft
Nbr of Bldgs: 0
Urban Residential -7
Width: 0
Nbr of Dwellings: 0
Lot:
Owner: Name: HICKEY, JOHN
Address: 6852 COUNTRYWOODS CIRCLE
MIDVALE, UT 84047
Hold: ❑
Depth: 0 Right Of Way (ft): 0
Review Information:
Review
Building Plan Review
ReleasedBy:
Originally Released:
Landuse/Zoning/HE Conditions
04/27/2006 By: TMELBOU
Released Byi
Originally Released:
Sewer Review
.04/26/2006 By: Mharnois
ReleasedBy:
Originally Released: 04/28/2006 By: a_blake
Permits:
Operator: AMB
Printed By: AMB
Print Date: 04/28/2006
Project Number: 06001516 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 4/24/2006 Page 1 of 2
Project Information:
Permit Use: 20 x 24' GARAGE Contact: HICKEY, JOHN
Address: 6852 COUNTRYWOODS CIRCLE
C - S - Z: MIDVALE, UT 84047
Setbacks: Front Left: Right: Rear: Phone: (509) 953-3923
Group Name:
Site Information: Project Name:
Plat Key: Name: MISSION MEADOWS MHP MFG HOME PK 123 UNITS District: East
Parcel Number: 55083.9601 Block:
SiteAddress: 1625 N GRADY LN
Location:: CSV
Zoning: UR -7
Water District:
Area: 0 Sq Ft
Urban Residential -7
Width: 0
Lot:
Owner: Name: HICKEY, JOHN
Address: 6852 COUNTRYWOODS CIRCLE
MIDVALE, UT 84047
Hold: ❑
Depth: 0 Right Of Way (ft): 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review Information:
Review
Building Plan Review
Landuse/Zoning/HE Conditions
Released By:
Sewer Review
(2 utcUW1 ir?IDie
Released By: .• ' .=
Permits•
-- - Building Permit
Contractor: OWNER Firm: OWNER
Phone: (000) 000-0000
Operator: AMB Printed By: AMB
Print Date: 4/24/2006
Project Number: 06001516 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 04/28/2006 Page 2 of 2
Contractor: OWNER
Building Permit
Firm: OWNER
Phone: (000) 000-0000
This Application: Total Project:
Description Grp Type Notes Su Ft Valuation Sq Ft Valuation
GAR WOOD U-1 VB 480 $9,120.00 480 $9,120.00
Item Description
RESIDENTIAL PERMIT FEE
ACCESSORY PLANS REVIEW
WSBC SURCHARGE
Totals: 480 $9,120.00 480 $9,120.00
Units Unit Desc Fee Amount
1 SELECT $181.25
1 SELECT $45.31
1 SELECT $4.50
Permit Total Fees: $231.06
Notes:
ALL PERMIT APPLICATIONS IN MISSION MEADOWS MHP MUST HAVE PLANNING
DIVISION REVIEW BY MICKI HARNOIS OR GREG MCCORRMICK
Payment Summary:
Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing
Building Permit $231.06 $231.06 50.00 $231.06
$231.06 $231.06 $0.00 $231.06
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: 04/28/2006
Project Number: 06001516 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 4/24/2006 Page 2 of 2
Notes -
ALL PERMIT APPLICATIONS IN MISSION MEADOWS MHP MUST HAVE PLANNING
DIVISION REVIEW BY MICKI HARNOIS OR GREG MCCORRMICK
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: 4/24/2006
Soiokane 11707 E Spra
460001/4MY Spokane Va11F�
(509)688-0039
Community Development www.s.okane .t Gore
Residential Construction ❑ New Construction ❑ Accessory Bldg
Permit Application ❑ Addition/Remodel ❑ Deck
Other: et*e}11.1 Gamy€.
v&'S�it4 ttee 106 ° E
9920611•
(5* 8�k 7'
PERMIT NUMBER: 15-1 to
PERMIT FEE:
SITE ADDRESS 6'25 /y. &k-4olt Lake �7,�" �" y�
(f LEGAL DESCRIPTION: !h/S3/ON mega pHij ,%/HP
Ioo*S&'
ASSESSORS PARCEL NO: S5OS3. 9(00/
'Building Owrie'r'':;;:-
(,Contiaetor•-i'1" ; ,�.I -;
Name: To ho /kick Q(4
Name:
Address: toSZ commtvti wands Arc e.
Address:
City: Ate/yak in.. State: vi- Zip: Boit
City: State: Zip:
Phone: Fax:
Phone: Fax:
DECK/COV. PATIO SQ. FTG:
Contractor Lic No: Exp Date:
ICoiitab Pbrson";1,f•_'.'�=3<",shy ',;2�w,�*r w= dr: 43_,':2' 9'
CONSTRUCTION TYPE:
to. Ave
City Business Lic. No:
`l t
Name: thvv►rd /3'gj0Y1
Phone: /5gj:y E. CaMq&6?an
Describe the scope of work in detail:
Cost of Project: $(.12/000
**************The following MUST be complete: (write N/A if not applicable)**********************
HEIGHTS PEAK:
cut
Z�/Z��
# OF STORIES: /
TOTAL HABITABLE SPACE:
MAIN FLOOR TO SQ.
FTG:
2Nu FLOOR SQ. FTG:
UNFIN BASEMENT SQ. FTG:
IMPERVIOUS SURFACE
AREA:
FINISHED BASEMENT
SQ. FTG:
GARAGE FTG:
O
DECK/COV. PATIO SQ. FTG:
30% SLOPES ON
PROPERTY:
# OF BEDROOMS:
CONSTRUCTION TYPE:
to. Ave
HEAT SOURCE:
SEWER OR SEPTIC?
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
Method of Payment:
D Cash
Bankcard #:
Authorized Signature:
REVISED 8/252005
❑ Check
❑ Mastercard
Expires:
Date
❑ VISA
VIN#:
z
0
City of
SPOKANE VALLEY BUILDING DEPARTMENT
11707 E. Sprague Avenue #106, Spokane Valley, Washington 99205 - Tel 50-653-0035 - Fax 509-533-0037
Following is a typi=1 cross-sec5on for a residential ganga. It may not represent the proposed project_ If you are. using this debt
as a por5on of your plan submittal, please complete the requested information in the boxes provided on both sides of the sheet
This completed sheet, along with any additional information needs b be submitted with your apIlicabon and be on site at the time
of inspection.
PROTECTION AND OPENINGS BETWEEN
DWELLINGS AND PRIVATE GARAGES SHALL HAVE:
1) MATERIALS APPROVED FOR ONE HOUR FIRE
RESISTIVE CONSTRUCTION ON THE GARAGE SIDE:
• S/8' TYPE 'X' GYP BOARD (HABITABLE SPACE ABOVE)
• 12' GYP BOARD (RESIDENCE/ATTIC, FLOOR/CEIUNG)
2) OPENINGS BETWEEN GARAGE AND RESIDENCE
SHALL BE EQUIPPED WITH SOUD W000 DOOR, SOLID OR
HONEYCOMB CORE STEEL DOORS NOT LESS 11 -'AN 1 3/8",
OR 20 MINUTE FIRE RATED DOORS.
ALTERNATE FOUNDATION FOR
ACCESSORY BUILDINGS FROM
400 SQ. FT. TO 3000 SQ. FT.
SECTION A -A
6" MIN.
24"MIN.
--12'---1 \ (2) #4 REBAR
NOTE:
Diagonal wall bracing required on
each comer and every 25 feet of wall.
Walls within 3 feet of a property line or
within 6 feet of a dweiFing must be 1 hour
rated. (5/8" type "X" gypsum sheathing
on both sides of wa11). Openings are not
permitted in these walls. Garages over
3,000 sq. ft require protecfion when
closer than 20 feet to the property line.
Parapets may be required.
ENGINEERED TRUSS*R—
iII.SIZC AND SPACING
x v..64 go.c.
ROOFING MATERIAL
ROOFING PAPER
ROOF
SHEATHING
SOUD BLOCKING
BETWEEEN.TRUSSES
o �
WALL SHEATHING -�
SIDING -
6' MIN.
24" MIN.
L
DOUBLE TOP PLATE
WALL HEIGHT S -0
21 `{ @ /6, o.c.
PRESSURE TREATED
SOLE PLATE
3-12' CONCRETE SLAB
�IIIIIII �'-
�IIII
6' MI�N.JI'11
4
.. .
•
6"x12"
FOOTING
ANC OR BOLTS
12"'MIN.
(7" INTO CONCRETE)
6' 0. C. OR APPROVED
ANCHOR INSTALLED
PER MANUFACTURER.
FOUNDATION PLAN
PLEASE COMPLETE THE FOLLOWING INFORMATION AND ADD ON THE DRAWING BELOW.
BUILDING DIMENSIONS: 2)'a,/d&' .1C Zq/G/oge,42
GARAGE OPENING AND HEADER SIZE: /(,'— 5%"x /Z/"
INDICATE THE LOCATION AND SIZE OF ALL WINDOWS AND DOORS ON THE PLAN.
2816
N
L=L
f� J
z
w
J
XI'$YrYq Nu FP e1<4
RIDGE LINE
I
E
L
D
1 ) MATERIALS APPROVED FOR 4
CONSTRUCTION ON THE GARAG
O 5/8 T1'PF "X" GYP BO :Till (HA
o 1/2" GYP aOA[ D (RESIDENCE
2) OPENINGS BETWEEN GARAGE a
EOUIPPED WITH SOLID W000 DOC
STEEL DOORS NOT LESS THAN 1 3
DOORS.
WIDTH
—61111116—
E
.-
E HOUR FIRE RESISTIVE
SIDE:
(TABLE SPACE ABOVE) OR
ATTIC. FLOOR/CEILING)
JD RESIDENCE SHALL BE
, SOLID OR HONEYCOMB CORE
8", OR 20 MINUTE FIRE RATED
20'-i'1
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
CONCRETE TO COMPLY TO IR 3 TABLE 404.1.1 ( }
FOUNDATION WALLS - 300C # PSI
SLABS, GARAGES, CARPOF TS
& PORCHES - 3500 # DSI
ALL FOOTINGS MUST BE CONTINUOw,
L�II ------ -�
6gi.,a f_' dQv' DBS✓.'
Please note that while every effort is made to assure the accuracy of the information contained in this brochure 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 investigation. 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.
3°X�
LUH.'t car' R1`
Blocking required at mid
height in unfinished
bearing walls
FIGURE 1
CONSTRUCTION DETAILS FOR THE APA NARROW WALL BRACING METHOD WITHOUT HOLD-DOWNS
OVER CONCRETE OR MASONRY BLOCK FOUNDATION
Outside Elevation
a
Max.
height
10'
Extent of header (Two braced wall segments)
Extent of header (One braced wall segment) ‘411°11
11 Q'. 0 0 a
0
0
a
0
6
0
0
e
e
0
e,
O '
o
-1 /4" eta
�{
Mi n..� x 11 1°tiv:'
a,
0,
o-0
et''`
\lata
a,O
17"
, ,:
1°44
ate
T`
0
J.:
0 0,
° o; __o=a
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
a e, ,a.a
Min. 2"x2"x3/16" plate washer
11.
Braced wall
segment per
R602.10.5
No. of
jack studs
per table
R502.5(1&2)
LL
•
Anchor bolt per R403.1_6 Typ. - Foundation per code
Side Elevation
Sheathing filler
if needed
16d sinker
nails in 2 rows
@ 3" o.c.
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
PROVIDE DIAGRAMS AND
ENGINEERING LAYOUTS FOR
ROOF TRUSSES, BEAMS AND
FLOOR SYSTEMS PRIOR TO FRAMING
INSPECTIONS
CITY COPY
SNO11o3da0O NOI1O3dSNI a13Id 01
1O3f'SfS JNlaline SIHl
ess° valleY
REVIEWED FOR CODE COMPLIANCE
SPOKANE VALLEY B 1 DING (VISION
µ 2/ 0