2007, 05-09 Permit App: 07001687 Garage AdditionProject Number: 07001687 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 5/9/2007 Page 1 of 2
Project Information:
VOISIMSW
Permit Use: 583 SQFT ADD TO GAR
Setbacks: Front
Left: Right: Rear:
Site Information:
Plat Key: 002955 Name: WOODLAWN PARK
Contact: BROWN, JEFF
Address: 1116 S PARK RD
C - S - Z: SPOKANE VALLEY, WA 99212
Phone: (509) 924-6222
Group Name:
Project Name:
fiWtalgiCIMPWOMPAVAMMINVENOVEIN
District: Sout
Parcel Number: 35244.1605
SiteAddress: 1116 S PARK RD
Location:: CSV
Block:
Zoning: UR -3.5 Urban Residential 3.5
Water District: 020 EAST SPOKANE
Area: 1,395.00 Acres Width: 77 Depth: 135 Right Of Way (ft): 50
Nbr of Bldgs: 1 Nbr of Dwellings: 1
Lot:
Owner: Name: BROWN, JEFF
Address: 1116 S PARK RD
SPOKANE VALLEY, WA 99212
Hold: ❑
Review Information:
Review
Building Plan Review
Released By
Originally Released:
Landuse/Zoning/HE Conditions
Permits:
5/9/2007 By: TMELBOU
Released
y:
Operator: JD Printed By: JD
Print Date: 5/9/2007
Project Number: 07001687 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 5/9/2007 Page 2 of 2
Contractor: OWNER
Description Grp Type Notes
GARAGE U-1 VB
Item Description
RESIDENTIAL PERMIT FEE
ACCESSORY PLANS REVIEW
WSBC SURCHARGE
Notes:
Payment Summary:
Permit Type
Building Permit
Building Permit
Firm: OWNER
Phone: (000) 000-0000
This Application: Total Project:
Sq Ft Valuation Sq Ft Valuation
583 $11,077.00 583 $11,077.00
Totals: 583 $11,077.00 583 $11,077.00
Units Unit Desc
1 SELECT
1 SELECT
1 SELECT
Permit Total Fees:
Fee Amount
$209.25
$52.31
$4.50
$266.06
Fee Amount Invoice Amount Amount Paid Amount Owing
$266.06 $266.06 $0.00 $266.06
$266.06 $266.06
$0.00 $266.06
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: JD Printed By: JD Print Date: 5/9/2007
Project Number: 07001687 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 5/9/2007 Page 1 of 2
Project Information:
Permit Use: 583 SQFT ADD TO GAR
Setbacks: Front
Left: Right: Rear:
Site Information:
Plat Key: 002955 Name: WOODLAWN PARK
Contact: BROWN, JEFF
Address: 1116 S PARK RD
C - S - Z: SPOKANE VALLEY, WA 99212
Phone: (509) 924-6222
Group Name:
Project Name:
District: Sout
Parcel Number: 35244.1605 Block:
SiteAddress: 1116 S PARK RD
Location:: CSV
Zoning: UR -3.5 Urban Residential 3.5
Water District: 020 EAST SPOKANE
Area: 1,395.00 Acres Width: 77 Depth: 135 Right Of Way (ft): 50
Nbr of Bldgs: 1 Nbr of Dwellings: 1
Lot:
Owner: Name: BROWN, JEFF
Address: 1116 S PARK RD
SPOKANE VALLEY, WA 99212
Hold: ❑
Review Information:
Review
Building Plan Review
Released By:
Originally Released:
Landuse/Zoning/HE Conditions
Permits:
5/9/2007 By: TMELBOU
Operator: JD Printed By: JD Print Date: 5/9/2007
SpCITY 0 fe 11703 E Sprague Ave, Suite 13-3
okanSpokane Valley, WA 99206
Val(509)688-0036 FAX: (509)688-0037
ley www.spokanevallev.org
Community Development
Residential Constructio , p,, , New Construction EC Accessory Bldg
'' ��' Z 7 Addition/Remodel n Deck
Qther:
IPERMIT FEE:
Permit Application
SITE ADDRESS:
1116 S. Park Rd.
ASSESSORS PARCEL NO: 35244.1605 LEGAL DESCRIPTION: Woodlawn Pk, L27-28, B20
Building Owner:
DIMENSIONS:
22' X 26.5'
Name:
Jeffrey A. Brown
Address: SAME
Address:
1116 S . --Park Rd .
Zip:
City:
Spokane State: WA
Zip:99212
Phone:
Fax:
509-924-6222
# OF BEDROOMS:
N/A
Contact Person
Name:
Jeffrey A
Phone: 509-924-6222./509-990-3206
Describe the scope of work in detail:
Contractor:
DIMENSIONS:
22' X 26.5'
Name: Jeffrey A. Brown
TOTAL HABITABLE SPACE:
N/A
Address: SAME
2"" FLOOR SQ. FTG:
N/A
City: State:
Zip:
Phone: Fax:
GARAGE SQ. FTG:
- "' 583 0 /4
Contractor Lic No: Exp Date:
30% SLOPES ON
City Business Lic. No:
# OF BEDROOMS:
N/A
Cost of Project: $ 30,000
At' t ek.) cp4-3A
Proposed Use:
Garage
**************The following MUST be complete: (write N/A if not applicable)**********************
HEIGHT TO PEAK:
13'7"
DIMENSIONS:
22' X 26.5'
# OF STORIES:
one
TOTAL HABITABLE SPACE:
N/A
MAIN FLOOR TO SQ.
FTG: N/A
2"" FLOOR SQ. FTG:
N/A
UNFIN BASEMENT SQ. FTG:
N/A
IMPERVIOUS SURFACE
AREA: N/A
FINISHED BASEMENT
SQ. FTG: N/A
GARAGE SQ. FTG:
- "' 583 0 /4
DECK/COV. PATIO SQ. FTG:
N/A
30% SLOPES ON
• N/A
# OF BEDROOMS:
N/A
CONSTRUCTION TYPE:
STICK
HEAT SOURCE:
N/A
SEWE_ R QR SEPTIC?
NM
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' an be process
SIGNATURE:
Method of Payment:
0 Cash
Bankcard #:
Authorized Signature:
REVISED 2/15/07
Check
❑ Mastercard
Expires:
DATE: 5/2/07
❑ VISA
VIN#:
ra �f
•
PLANNING DEPT. APPROVED
C
B
DATE `,--)11 ` _
C,Fyof
SPOKANE VALLEY BUILDING DEPARTMENT
11707 E. Sprague Avenue #1 DS, Spokan.e Valley, Washington - T.I 50? -553-0036 - Fax 509-538-0037
Followings a tipl=1 cross-sec5an for a residential gaaga. tt mey not represent the proposed project. If you are using the d-tsa
as a porfion of your plan submittal, pl_ase complete the requested informaion in the b.^.: es provided an both sides of the sheet
This completed sheet, along with any ad i6onal inforrna6on needs b be 5ub;1-lifted with your apl i 5on and be on site at the 5rne
of irspec5on.
PROTECTION AND OPENINGS SETWEEW
DWELLINGS AND PRIVATE GARAGES SHALL HAVE:
1) MATEPJALS APPROVED FOR ONE HOUR FIRE
RESISTIVE CONSTRUCTION ON THE GARAGE SIDE:
518• TYPE_ 7c• GYP BOARD (HASUTABLE SPACE ABOVE)
1/2' GYP BOARD (PES1DENCE1ATT1C, FLOOR/CEILING)
2) OPENINGS BETWEEN GARAGE AND RESIDENCE
SHALL BE EQUIPPED WITH SOLID WOOD DOOR, SOLID OR
HONEYCOMB CORE STEEL DOORS NOT LESS Ti -IAN 1 313•,
OR 20 MINUTE FIRE RATED DOORS.
ALTERNATE FOUNDATION FOR
ACCESSORY BUILDINGS FROM
400 SQ FT. TO 3000 SQ FT.
SECTION A -A
1/8" GAP ROOFING PAPER
BE i vVEEN SHEATHING
ROOF
/"
15 Z SHEATHING
Ittu/iR+CrW,r1T 1
J
BETWEEN.TRUSSES
NOTE.
Diaoaral wall bracing required on
Each tamer and every 25 feet of wall.
Walls within 3 feet of a property line or
wRt`�in 5 feet of a dwe1ing must be 1 ho r
ratad. (S'3• type x _gypsurn sheathing
on both sides of wall). Openings are not
p_rrni ted in these waifs. Garages over
3,060 sq. ft. require protec5on when
closer t` -an 20 feet b the property Dne.
Pa -apes may be required.
4GINEERED TRUER
RAFTER SIZE AND SPACING
ROOFING MATERIAL -N
IIIEI1!i
5" MIN.
24"MIN.
(2) :4 REBAR
141((;. WALL SHEATHING
SIDING
6' MIN.
1
24" MIN.
DOUBLE TOP PLATE
Y'ALL HEIGHT
it
N. -2x 14 @-2-`1" o.c.
6• MIN.
t
PRESSURE TREATED
SOLE PLATE
3-12• CONCRETE SLAB
•
6"x12•
FOOTING
ANC) --)OR BOLTS
125:9'' MIN.
(T 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..7.1 Cs� N 4- S Z ay ✓Aw��.
tt/ t r
GARAGE OPENING AND HEADER SIZE: V J X12. `%-%, %C ,
INDICATE THE LOCATION AND SIZE OF ALL WINDOWS AND DOORS ON THE PLAN.
1--
0
z
l:W
J
RIDGE LSE
WIDTH I '9, :,
CONCRETE -T0 COMPLY 10 IRC TABLE 404.1.1(1)
FOUNDATION WALLS - 3000 # PSI
SLABS, GARAGE:', CARPORTS
& PORCHES - 3500 # PSI
ALL FOOTINGS MW
TBE CONTINUOUS
A
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 starling 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.
Vlin. 4 ft Brace Wall Panel per R602.10.3 & R602.10.4
Vlin. 2 ft 8 in. Alternate Brace Wall Panel per R602.10.6
\lin. 16, 18 or 20 in. APA Portal Frame Bracing
Engineered Shear Wall Bracing
\IAX. HEIGHT 10'- 0"
SIMPSON UPLIFT
STRAP
1,800 POUNDS
111111111111m11111 r111111111,,'
ICVIJI'11i8 111E111 II
:
-1!u��lAnrn-n'lrrsrlpllllmh� flnul7l7$r;ssuulr,!r1
TWO ANCHOR BOLTS
INSTALLED IN ACCORDANCE
WITil FIGURE R403,1(1) SHALL
BE PROVIDED IN EACH PANEL t ,
ANCHOR PATE SHALL BE =,i Q EQ 1� [] _o P7 AS0
PLACED AT PANEL QUARTER Ij + �..7T'�l�
POINTS CSF FO U IJ 0 A ► l b 1J
=2'8" MI
111111011M111, nm!m!u!flml!f
. WIDTH
7/16" OSB SHEATHING
3/8" MIN.
NAILED WITH Sd COMMON
OR GALVINIZED BOX NAILS
IN ACCORDANCE WITH TABLE
8602.3(1) AND BLOCI;.ED AT ALL
WOOD STRUCTURAL PANEL
SHEATHING EDGES.
BACK CH STRAP
WIT A STUD
RECOMMENDED HOLD
IN
r FROM EDGE OF
BRACING PANEL
-NIIII!111111;;Illlllnmll1111111101V'JImNm11a111131111lllilll.
•• . d%
ro•.°dro• pa °d•�
.°dro• .°d•. •.°dee
ro • .°dro .
.°d••
•
.°
.°dro,°p.♦.D. ,°p.n .°dro
••• • •d. .°d•. •••
.a .
s .°. °0.0 . . .dro dro .D•• .dro .•Oro .°dro
IN FIRST STORY OF
TWO-STORY BUILDINGS,
SHALL HAVE AT LEAST THREE
ANCHOR BOLTS, PLACED AT
ONE-FIFTH POINTS
SIMPSON UPLIFT
STRAP
3,000 POUNDS
TO NI SCALE: 1" = 1 - 0"
L L.-_
LTERIVATE BRACIN G
PANEL
1160110.6 ALTER::A7BRACED Y. ALL PANELS
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
.0.0l
REVIEWED FOR COD CO PLIANCE
SPOKANE VALLEY '+ DI DIVISION
m S7 0?