2006, 08-10 Permit App: 06003139 GarageProject Number: 06003139 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 8/10/2006 Page 1 of 2
Project Information:
Permit Use: ATTACH 15 X 24 GARAGE TO Contact: TIMMONS, JANET
MANUFACTURED HOME Address: 85001 E BULL PINE LANE
C - S - Z: SPOKANE VALLEY, WA 99217
Setbacks: Front Left: Right: Rear: Phone: (509) 944-3880
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: 1710 N GRADY LN #96
Location:: CSV
Zoning: UR -7
Water District:
Urban Residential -7
Area: 0 Sq Ft Width: 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Lot:
Owner: Name: TIMMONS, JANET
Address: 85001 E BULL PINE LANE
SPOKANE VALLEY, WA 99217
Hold: ❑
Depth: 0 Right Of Way (ft): 0
Review Information:
Review
Building Plan Review
Released By:
O II
Driveway/Approach
RECEIVED
Released By: - -'
AUG 10 2008
SPOKANE VALLEY
Septic Sys Review DEPARTMENT OF
COMMUNITY DEVELOPMENT
Xe� $1I61o(o,$Ilalab
Released By:
Landuse/Zoning/HE Conditions
Permits:
Released By:�, �f /6* b
Contractor: OWNER
Building Permit
Firm: OWNER
Phone: (000) 000-0000
Operator: AMB Printed By: AMB Print Date: 8/10/2006
lr Permit Center E l� �-� II 1l E II�
an,Spokane 11707 E Sprague Ave, S to 106 HJ
Valle4.0000y (509)688-0036 F [09)688-0037
Spokane Valley, WA --99206 AUL) 0 9 2005
A
Community Development w^.;n''.spokanevallev orn
OLIOLIN
Residential Construction o New Construction
Permit Application o Addition/Remodel
o Other:
PERMIT NUMBER:
PERMIT FEE:
Accessory Bldg
o Deck
SITE ADDRESS 170 41 6m.0e, Znt
ASSESSORS PARCEL NO: 5:5603, 770 / LEGAL DESCRIPTION: Al 94, rnyy,On fir/4,c fha,
Building
DIMENSIONS:
/5/t ide X Z927gt
Name: /.//4 ky24 Lon
��rJowner//
Name: ,78M .7-
-�
/ //x miian
5
Address: J 7/D
4i 6;9/
G#'�
City: Cfio , W
WA
996/
Phone:
Fax:
HEAT SO��E:
Contact Person
Name: g stn"
Phone:
95"3- 3?? 2-;
.Contractor..;
DIMENSIONS:
/5/t ide X Z927gt
Name: /.//4 ky24 Lon
TOTAL HABITABLE SPACE:
Address:
2Nu FLOOR SQ. FTG:
City:
Zip:
Phone:
Fax:
Lic No:
Exp. Date:
City Business Lic No:
CONSTRUCTION TYPE:
l4e
Describe the scope /` of work in detail:/Cosset of Project:
GOitag . ,7M#%�' y7 4 kod i Atte-
**************The following MUST be complete: (write N/A if not applicablel**********************
HEIGHT TO PEAK:
/3'
DIMENSIONS:
/5/t ide X Z927gt
# 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 SQ. TG:
360 _5,
DECK/COV. PATIO SQ. FTG:
30% SLOPES ON
PROPERTY:
# OF BEDROOMS:
CONSTRUCTION TYPE:
l4e
HEAT SO��E:
SEWER UOSEPTIC?
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
Date
Method of Payment: (Faxed permit applications will only be accepted with major b kcard)
D Cash ❑ Check ❑ Mastercard VISA
Bankcard #: Expires: VIN#:
Authorized Signature:
REVISED 8252005
❑ Other
01
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1
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4
City of
SPOKANE VALLEY BUILDING DEPARTMENT
11707 E. Sprague Avenue #106, Spokane. Valley, Washington 99205 - Tel 509-688-0036 - Fax 509-688-0037
Following is a typical cross-section for a residential garage. It may not represent the proposed project If you are using this debit
as a porton 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 to be submitted with your aplfication and be on site at the time
of inspection.
PROTECTION MD OPENINGS BETWEEN
DWELLINGS AND PRNATE GARAGES SHALL HAVE:
1) MATERIALS APPROVED FOR ONE HOUR FIRE
RESISTIVE CONSTRUCTION ON THE GARAGE SIDE:
5/8"'TYPE 'X" GYP BOARD (HABITABLE SPACE ABOVE)
1/2" GYP BOARD (RESIDENCE/ATTIC, FLOOR/CEIUNG)
2) OPENINGS BETWEEN GARAGE AND RESIDENCE
SHAD- BE EQUIPPED WITH SOUD WOOD DOOR, SOLID OR
HONEYCOMB CORE STEEL DOORS NOT LESS 'MAN 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
24" MIN.
IIS r••IIIf®IIII
IIR
1If_=' : IIIA'
1.12"-•1
6" MIN.
24"MRN.
(2) e.4 BAR
NOTE:
Diagonal wall bracing required on
each comer and every 25 feet of wall.
Wafts within 3 feet of a property line or
within 6 feet of a dwelling must be 1 hour
rated. (5/3" type "X gypsum sheathing
on both sides of wall). Openings are not
permitted in these walls. Garages over
3,000 sq. R require protection when
closer than 20 feet to the property line.
Parapets may be required.
ROOFING MATERIAL
Vit; ROOFING PAPER
P-&'..) A—ZIOOF
SHEATHING
8TH041-1A.) .G ciA
�@8 ANG
BEI VEEN.TRUSSES
WALL SHEATHING
N34"
SIDING
6' MIN.
24" MIN.
6"x12"
FOOTING
DOUBLE TOP PLATE
WALL HEIGHT e
2x O.C.
PRESSURE TREATED
SOLE PLATE
3-12' CONCRETE SLAB
•.
RI; ANC. eR BOLTS
6" MIN. 12" MIN.
(7" INTO CONCRETE)
6' O. C. OR APPROVED
ANCHOR INSTALLED
PER MANUFACTURER.
FOUNDATION PLAN
PLEASE COMPLETE THE FOLLOWING INFORMATION AND ADD ON THE DRAWING BELOW.
BUILDING DIMENSIONS: /7 w/6 X Z9 d
GARAGE OPENING AND HEADER SIZE: S/z /t( /2 /1ZPr
INDICATE THE LOCATION AND SIZE OF ALL WINDOWS AND DOORS ON THE PLAN.
//ham
RIDGE UE
141/
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C37510 r-t+N V --00.S- Fo e-rc ry - rk,e 0,.c t A-& IF
F•DoA.$ 6., -r o b LEIao.►►4c .sem cN'ry
4 rbit.sct A t.
obis ( r F Ir
µFO,. t4e. IwC
sa R. 4-1s)u wtAre yr ,
ra A
Peb'-MlA'J .)r
ccA-r.-N
¶ONCRETE TO COMPLY TO IRC TAE 404.1.1(1)
FOUNDATION WALLS - 3000 # P 1
SLABS, GARAGES, CARPORTS
& PORCHES - 3500 # PSI
ALL-NOT'^irc MUST BE CONTINUOUS
itaXv
l,Utpr dc)z )
/o-°a5e
do 01,--
Please
>r
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.
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
LAIN Ulna, required on nom slues or exit doors wltn min. size or
3 ft. measured in direction of travel by 3 ft. or width of door if
greater, and not lower than 1 ''A 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.
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'Eliall segments)
Extent of header (One braced wall segment)
iia
p..
Q:0 4
2' to 1$' (finished width)
Fasten sheathing tp 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)
Anchor bolt per R403.1.6 Typ.
GI`I`
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)
i
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
THIS BUILDING SUBJECT
TO FIELD INSPECTION CORRECTIONS
Wont
conCOMPLIANCEREVIEWEDFOR CODE ON
SPOKANE VALLEY