2007, 12-14 Permit App: 07004815 GarageProject Number: 07004815 Inv:
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 12/14/2007 Page 1 of 2
Project Information:
Mkt ep717 1,m-c,..'skr.zrAVVR's14,019f1011"ONCOMI!
Permit Use: 27 X 30 GARAGE ADDITION Contact: STINEBAUGH, KENNETH D & ROBIN
Address: 16018 E BROAD AVE
C - S Z: SPOKANE, WA 99216-1597
Setbacks: Front Left: Right: Rear: Phone: (509) 892-0482
Group Name:
Site Information: Project Name:
4w, -1; 407,4'.1/7,,I,L; ssAn t 1r,r-4,°`f$ mi..Mg:11-10,;1.57.121.71WPfEstIV)4141Pli.er
Plat Key: 002846 Name: WELLESLEY MANOR ADD District: East
Parcel Number: 46363.0106 Block: 1 Lot: 6
SiteAddress: 16018 E BROAD AVE
Location:: CSV
Zoning: R-3 SF Res District
Water District: 001 TRENTWOOD
Area: 12,288 Sq Ft Width: 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review Information:
Review
Building Plan Review
Owner: Name: STINEBAUGH, KENNETH D & RO
Address: 16018 E BROAD AVE
SPOKANE, WA 99216-1597
Hold: LI
Depth: 0 Right Of Way (ft): 0
Released By:
Originally Released: 12/14/2007 By: tmelbourn
Landuse/Zoning/HE Conditions
Permits:
Released Byt
Originally Released: 12/12/2007 By: mbasinger
Operator: JD Printed By: jmm Print Date: 12/14/2007
Project Number: ' 07004815 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 12/14/2007
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:
Sq Ft Valuation
761 $14,459.00
Totals: 761 $14,459.00
Units Unit Desc
SELECT
SELECT
SELECT
Permit Total Fees:
Fee Amount Invoice Amount
$318.56 $318.56
$318.56 $318.56
Total Project:
Sq Ft Valuation
761 $14,459.00
761 $14,459.00
Fee Amount
$251.25
$62.81
$4.50
$318.56
Amount Paid Amount Owing
$0.00 $318.56
$0.00 $318.56
Page 2 of 2
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: jmm
Print Date: 12/14/2007
Spokane
Valley
Community Development
Residential Construction
Permit Application
Permit Center
11703 E Sprague Ave, Suite B-3
Spokane Valley, WA 99206
(509)688-0036 FAX: (509)688-0037
www.spokanevalley.org
PERMIT NUMBER:
PERMIT FEE.
New Construction
Addition/Remodel
Other:
Accessory Bldg
Deck
SITE ADDRESS:
1(.00IE?) E&badt Ketr6,Q\leLto
ASSESSORS PARCEL NO: LEGAL DESCRIPTION:
Building Owner:
0
Name: Keyv.vikh ..,,e6b,,,)
sk\ nes4., us
Address:
2ND FLOOR SQ. FTG:
City: \ e s :
Zip:Cc
Phone: cv-2:---i_ ),-17.3--- 3 Fax:
GARAGE SQ. FTG:
76
Contact Person
Name: \4e
Phone:
Describe the scope of work in detail:
Contractor: 0 ..,,I3
0
Al ,
# OF STORIES:
TOTAL HABITABLE SPACE:
Name:
2ND FLOOR SQ. FTG:
UNFIN BASEMENT SQ. FTG:
IMPERVIOUS SURFACE
AREA:
Address:
GARAGE SQ. FTG:
76
DECK/COV. PATIO SQ, FTG:
30% SLOPES ON
PROPERTY:
City:
CONSTRUCTION TYPE:
State:
Zip:
Phone:
Fax:
Contractor Lic No:
Exp Date:
City Business Lic. No:
Cost of Project: $ 2-D oco
0 CD
Proposed Use:
**************Thnot a licable ********************"
a BA t awaa
HEIGHT TO PEAK:
• a ......,.-•
D(MENSIONS:
Al ,
# OF STORIES:
TOTAL HABITABLE SPACE:
MAIN FLOOR TO SQ.
FTG:
2ND FLOOR SQ. FTG:
UNFIN BASEMENT SQ. FTG:
IMPERVIOUS SURFACE
AREA:
FINISHED BASEMENT
SQ. FTG:
GARAGE SQ. FTG:
76
DECK/COV. PATIO SQ, FTG:
30% SLOPES ON
PROPERTY:
# OF BEDROOMS:
CONSTRUCTION TYPE:
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 perrnission 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.
Method of Payment:
0 Cash
Bankcard #:
Authorized Signature:
REVISED 2/15/07
0 Check
It,
0 Mastercard
Expires:
DATE:
Ej VISA
VIN#:
CITY
,Valley®
11703 E Sprague Ave Suite B-3 • Spokane Valley WA 99206
509.688.0036 • Fax: 509.688.0037 • cityhall@spokanevalley.org
Residential Plan Submittal Minimums
O Completed Building & Mechanical application with: Accurate address, Parcel
Number and/or Legal Description, description of work, owner and contractor
information, signature, and date.
Two sets of plans including Site Plan, elevations, floor plans, foundation plans
With details, roof plan, framing plans & details.
O Show the height of any proposed buildings or accessory structures.
O Floor plan for each floor: Dimension to scale (minimum 1/8") and label each
Room (including sq. footage of house and garage on plans) Show each
level of existing house and square footage of any additions.
o All braced wall panel types: show locations and details of installation, including
engineered design.
Egress windows: Provide at least one window or exterior door approved for
Emergency escape or rescue from a basement and in every room for sleeping.
Smoke detector locations
22" X 30" attic access location
18" X 24" crawl space access:
One-hour separation detail: between house and garage
Floor framing details: Joist type, size, spacing and installation details
Roof framing plan and details
Furnace and hot water heater location.
AH header locations: type, size, and connections
Foundation plan
Insulation information
13
0
to
St
AtiVas
WALL CONSTRUCTION
TABLE R602.10.6
MINIMUM WIDTHS AND TIE -DOWN FORCES OF ALTERNATE BRACED WALL PANELS
SEISMIC DESIGN
CATEGORY AND
WINDSPEED
TIE -DOWN
FORCE (Ib)
HEIGHT OF BRACED WALL PANEL
Sheathed Width
8 ft.
2' - 4"
9 ft.
2' - 8"
10 ft.
2' - 8"
11 ft.
3' - 2"
12 ft.
3' - 6"
SDC A, B, and C
Windspeed < 110
mph
R602.10.6.1, Item 1
1800
1800
1800
2000
2200
R602.10.6.1, Item 2
3000
3000
3000
3300
3600
SDC Do, DI and
D2 Windspeed <
110mph
R602.10.6.1, Item 1
Sheathed Width
2' - 8"
2' - 8"
2' - 8"
Note a
Note a
1800
1800
1800
—
R602.10.6.1, Item 2
3000
3000
3000
—
For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm.
a. Not permitted because maximum height is 10 feet.
-4
EXTENT OF HEADER
DOUBLE PORTAL FRAME (TWO BRACED WALL PANELS)
EXTENT OF HEADER
SINGLE PORTAL FRAME (ONE BRACED WALL PANEL)
MAX.
HEIGHT
10'
•
MIN. 3' X 11.25" NET HEADER
6TO 18'
FASTEN TOP PLATE TO HEADER WITH TWO
ROWS OF 160 SINKER NAILS AT 3" O.C. TYP,
1000 LB STRAP OPPOSITE SHEATHING
1000 LB
STRAP
FASTEN SHEATHING TO HEADER WITH 80 COMMON OR
GALVANIZED BOX NAILS IN 3' GRID PATTERN AS SHOWN AND
3' 0.C. IN ALL FRAMING (STUDS, BLOCKING, AND SILLS) TYP.
MIN. WIDTH = 16" FOR ONE STORY STRUCTURES
MIN. WIDTH = 24' FOR USE IN THE FIRST OF TWO
STORY STRUCTURES
I. MIN. 2x4 FRAMING
3/8" MIN. THICKNESS WOOD
STRUCTURAL PANEL SHEATHING
MIN. 4200 LB T1E-DOWN DEVICE (EMBEDDED INTO
CONCRETE AND NAILED INTO FRAMING)
MIN.
DOUBLE
2x4 POST
SEE SECTION R602.10,6. '57e ibC Via (-7"
'W 4- CEgewt.,Tc t
TYPICAL PORTAL
FRAME
CONSTRUCTION
FOR A PANEL SPLICE
(IF NEEDED), PANEL
EDGES SHALL BE
BLOCKED, AND OCCUR
WITHIN 24' OF MID -
HEIGHT. ONE ROW OF
TYP. SHEATHING -TO -
FRAMING NAILING IS
REQUIRED.
IF 2X4 BLOCKING IS
USED, THE 2X4'S MUST
BE NAILED TOGETHER
WITH 3 16D SINKERS
MIN. 1000 LB
TIE DOWN
DEVICE
FIGURE R602.10.6.2
ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING
140 2006 INTERNATIONAL RESIDENTIAL CODE®
FOUNDATION PLAN
PLEASE COMPLETE THE FOLLOWING INFORMATION AND ADD ON THE DRAWING BELOW.
�t 1 O11
BUILDING DIMENSIONS: �O X 3b .
GARAGE OPENING AND HEADER SIZE: 1`a W Ije, ax17, te, tl' 4GLB Sr Z
elN
Ib / Jbo�
INDICATE THE LOCATION AND SIZE OF ALL WINDOWS AND DOORS ON THE PLAN.
0
E
RIDGE LINE
WIDTH
CONCRETE.TO COMPLY1TO 11 TABLE 404.1.1(1)
FOUNDATION -WALLS - 3000 # PSI
SLABS. GARAGES, CARPORTS
& PORCHES - 3500 # PSI
s
A
L.
L
L 2-
1
i
1
A L"r' B AAca
lo?D=0` Rk.oZ.to•6.2
•
Please note that while every effort is made lo assure the accuracy of the inforrna5on contained in this brochure is
not warranted for accuracy. Thls document is not intended to address all aspects or regulatory requirements for a
project and should serve as a starring point for your investigation. For detailed information on a particular project,
permit, or code requirement refer directly to applicable fife and/or code/regulatory documents or contact the
appropriate division.
P' ,4Lit 96 in.
K602.10.6.1 Alternate Brace Wall Panel min.28in.-42in.
602.10.6.2 Alternate Brace Wall Panel min.l6in.-24in.
Engineered Shear Wall Bracing
cJrty of
• SPOKANE VALLEY BUILDING DEPARTMENT
11707 E Sprague Avenue # 106, Spokane Valley, Washington 99206 - Te1509-SS3-0036 - Fax 509 -SB& -0037
Following is a typical cress-s_cfion for a residential garage. It may not repr►_sent the proposed project. If you are using II* ds a i
as a par= of your plan submittal, please =pieta the requested infarnna5on in the boxes provided an both sides of this sir
TNT campietad Wang with arry addgtoral inforrnaSon nems to be submit&d with your apJ,ca5on and be on site at the limo
of inspee5on.
PROTECTION MD OPENINGS BETWEEN
DWELLINGS AND PRIVATE GARAGES SHALL HAVE:
1) MATERIALS APP'ED FOR ONE HOUR FIRE
RESISTIVE CONSTRUCTION ON THE GARAGE SIDE:
5/B' TYPE 7C GYP BOAP.D CHARITABLE SPACE ABOVE)
' 12' GYP BOARD (RESIDENCE/ATTIC, FLOOR/CEILING)
2) OPENINGS BETWEEN GARAGE ANIS RESIDENCE
SHALL BE EOLR.PPED WITH SOLID WOOD DOOR, SOLID OR
HONEYCOMB CORE STEEL DOOP.S NOT LESS THAN 1 3/8'.
OR 20 MINUTE FIRE RATED DOORS.
ALTERNATE FOUNDATION FOR
ACCESSORY BUILDINGS FROM
• 40D SO. FT. TO 3000 SQ. FT.
$ECTIONA-A
flllli�ll:
1(I[�I➢
turf♦:re S -Fr k chc,
NOTE:re be Stieef,J
Diagonal wall bracing required on
each corner and every 25 feet of wall. /G C Se
Wags within 3 feet of a property fine or
within 6 feet of a dwelling must be 1 hour
rated. (Sir type x gypsum sheathing
on both sides of wall). Openings are not
permitiad in these walls. Garages over
3,000 sq. it require pr tecfion when
loser than 20 Feet to the prcperiy fine.
Parapets may be required.
Ef INEEP.EJ TRUSS R
RATSIZE,AND ?A
x @G(( 0.C,
A.,3PNem--r 3-1'4.4 mots
ROOFING MATERIAL
�b ROOFING PAPER
!/u6 ROOF
SHEATHING
k4kAm 1 c A.l.s T4
Soup- I,QG144G
BETWEFN.TRUSSES
/WWA/17LL. SHEATHING
Co
6' MIN.
SIDING
DOUBLE TOP PLATE
WALL HEIGHT /0
r
2x @ O.C.
PRESSURE TREATED
SOLE PLATE
3-1/2' CONCRETE SLAB
24' MIN.
1
iz.
'11'.71111
6' Mitt
6512'
FOOTING
ANCHOR BOLTS
1/2'X5' MW.
(7' INTO CONCRETE)
6' O. C. OR APPROVED
ANCHOR INSTALLED
PER MANUFACTURER
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
„0.01
REVIEWED FOR CE COMPLIANCE
SPOKANE VALLEY Boil_ iNG D vISION
-TNt 1
H°7