2007, 10-01 Permit App 07003669 Move GarageProject Number: 07003669 Inv: I
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project Information:
Permit Use: MOVE EXISTING ATT GAR TO NEW
DETATCIIED FOUNDATION
Date: 10/1/2007 Page 1 of 2
Contact: BINGLE CONSTRUCTION
Address: 1024 E WALTON
C - S - Z: SPOKANE, WA 99207
Setbacks: Front Left: Right: Rear: Phone: (509) 475-0075
Group Name:
Site Information: Project Name:
Plat Key: 001834 Name: OPPORTUNITY TR # 01-354
District: Nort
Parcel Number: 45162.1019 Block:
SiteAddress: 10715 E BROADWAY AVE
Location:: CSV
Zoning: UR-3.5
Water District:
Area: 34,759 Sq Ft
Urban Residential 3.5
Width: 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review Information:
Lot:
Owner: Name: TAYLOR, GEORGE
Address: 11606 ALASKA LOOP
HAYDEN, ID 83835
Hold: r1,
Depth: 0 Right Of Way (ft): 0
Review
Building Plan Review
Released By:
Originally Released: 9/28/2007 By: TMELBOU
Landuse/Zoning/HE Conditions
Permits:
Released By:
Originally Released: 10/1/2007 By: CJJANSSE
Operator: JD Printed By: JD Print Date: 10/1/2007
Project Number: 07003669
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Inv: 1
Contractor: BINGLE CONSTRUCTION
Address: 1024 E WALTON
SPOKANE WA 99207
Building Height 13
Description Grp
GARAGE U-1
Building Permit
Date: 10/1/2007 Page 2 of 2
Firm: BINGLE CONSTRUCTION
Phone: (509) 475-0075
Building Characteristics
Type
VB
Item Description
RESIDENTIAL PERMIT FEE
ACCESSORY PLANS REVIEW
WSBC SURCHARGE
Notes:
This Application: Total Project:
Notes Se Ft Valuation Su Ft Valuation
MOVE 572 $10,868.00 572 $10,868.00
GARAGE
TO NEW
FOUNDATI
ON
Totals: 572 $10,868.00 572 $10,868.00
Units Unit Desc
SELECT
SELECT
SELECT
Permit Total Fees:
Fee Amount
$195.25
$48.81
$4.50
$248.56
FOR 10705 E BROADWAY & 10725 E BROADWAY (SHP-37-06), A 6 FOOT HIGH SIGHT
OBSCURING FENCE MUST BE INSTALLED ON THE WEST, NORTH & EAST PROPERTY
LINES PRIOR TO ANY BUILDING PERMIT-MH
Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing
Building Permit $248.56 $248.56
$0.00 $248.56
$248.56 $248.56
$0.00 $248.56
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: 10/1/2007
Spokane
Valley
Community Development
Residential Construction SEP 2 7 2007
Permit Application PE
BY:
R
Permit Center
11703 E Sprague Ave, Suite B-3
Spokane Valley, WA 99206
(509) spokaR6EGEb_ (EU BSY 037
�viv�v.spoka . }�
CITY OF SPOKANE VALLEY
LI
PERMIT NUMBER:
PERMIT FEE:
3(0
New Construction Accessory Bldg
Addition/Remodel n Deck
Other:
SITE ADDRESS: O E_cv 4
Seai.mn 14, :Tow,)Shte zc} xlt•-
ASSESSORS PARCEL NO: /5 / (v Z- t /0 / 9 LEGAL DESCRIPTION: gayly q9 E , m , Sk,r.,141..rtoPzAt lat
Building Owner:
Name: oco u 1 ice{
Address`: 1), D goix44 z i
City: Ni.2) PM'
State: ., Zip. Iq/5t't,
Phone:/ 20e,_o:ye) `" 9
7 Fax:cb9-47` Z 5�
Nae: B/P ;/4:e
P one: 'jG jam- %S
Describe t eh —scope of work in detail:
Contractor: ,�r�
1 fl tfL l: '✓t 4kalt +'�Dn
Name:
Address: tt✓Z4 E. i.Jj'_6'>rs,
City: s� j eit vet e State: tja �A
Zip:r izt) 7
'
Phone:t47, , of 7 Fax: 48 "731 %/�
Contractor Lic No: xp Date: s-A 1/0/c,
,
City Business Lic. No: ii26l 46 4r / 1:2
Cost of Project: $ °�'
n Side .e,,`S41,06, ioivfky )i fle
move Existing c 4j riff j tuzigaortAf) ?,Qoi
Proposed Use: A6tira.A61 .71-D earl%gA/ 6l
**************The following MUST be complete: (write N/A if not applicable)**********************
HEIGHT TO PEAK: /3 a
DIMENSIONS: zzy z4,
# OF STORIES: /
TOTAL HABITABLE SPACED
MAIN FLOOR TO SQ.
FTG: S �� ,_\
2Nu FLOOR SQ. FTG:
�G
UNFIN BASEMENT SQ. FTG:
IMPERVIOUS SURFACE
AREA:
FINISHED BASEMENT
SQ. FTG:
GE SQ. FTG:
N L-
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 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 proce sed.
SIGNATURE:
Method of Payment:
❑ Cash
Bankcard #:
Authorized Signature:
REVISED 2/15/07
Check
❑ Mastercard ❑ VISA
Expires: VIN#:
Spokane
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
❑ 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.
❑ Show the height of any proposed buildings or accessory structures.
❑ 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.
❑ 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.
❑ All header locations: type, size, and connections
❑ Foundation plan
❑ Insulation information
45162.1018
45162.1017
45162.1020
5'SIDEYARD (TYP.)
20' YEARYARD (TYP.)
45162.1015
20' REARYARD (TYP.) -
45' -
45162.101.6
5' SIDEYARD (TYP.)
135'- -
II_- It
3
12,285 SF.
DUPLEX LOT
L
0
45162.1023
15' FRONTYARD (TYP.)
3
I 1 -1 1-
I 9,082 SF. I
N
J
L__
SINGLE FAMILY 1 i,�.
I 2
11,655 SE
SINGLE FAMILY
15' FRONTYARD (TYP.)
75' I
'1
J
180' 105'
BROADWAY AVE.
EXISTING RESIDENCE
TO BE MODIFIED TO
MEET SETBACKS.
45162.1024
20' ACCESS/UTILITY EASE
ENT
VAN MARTER RD.
�
\ !
'
45)62.1O1V
45162]070
` 45162]017
'
��D[��D(TYP
F- ` `)
20'YEARYARD/TYP.\
45162.1015
20^ REAKYAMD /TYP'\
` -1
4��2.1816
5- S|DEYAK0 (TYP.)
I
/ l
�
12285 SF. | /F
| '~P`^^ LOT
/
-1J5'----
�
_
_
�
/
F-
/
x
| ^ '
' 1l�55 SF ||
� ' � .
SINGLE FAMILY
100^ 105 |
BRD8DW8Y AVE.
451621023
-°--15^ FRONTYARD (TYP]
EXISTING RESIDENCE
TO BE M80|F|[D TO
MEET SETBACKS.
45162,1024
20' ACCESS/UTILITY EASE
iv 'N
ENT
VAN MARTER RD.
S
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utek
C:q4
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PLAGG:DEP1. APPROVED
DATE:
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City of
SPOKANE VALLEY BUILDING DEPARTMENT
11707 E. Sprague Avenue #1 G5, Spokane Valley, Washington Q9205 - Tel SD9-SaS-G43S - Fa SD9-E. S-0D37
Fatlawing is a typiai cross-sec5on for a rasidenEaf garage. tt may not represent the proposed project If you are using Pns d tefi
as a por5on of your plan submitat, please complete the requested infonna5on in the bx s provided on loot) sides of the sheet
This completed sheet, along with any addi5ar-,ai inforrra5on needs to be subrrated wiffi your apliva5on and be on site at the 5me
of inspec5on.
PROTECTION EECTION A}4D OPENINGS BETWEEN
DWELLINGS AND PRIVATE GARAGES SHALL RAVE:
1) MATERIALS APPROVED FOR ONE HOUR FIRE
RESISTIVE CONSTRUCTION OW THE GARAGE SIDE_
▪ 518` TYPE 7C GYP BOARD (HABITABLE SPACE ABOVE)
` 12' GYP BOARD (RESIDENCE/ATTIC, FLOOR/CEILING)
2) OPENINGS BETWEEN GARAGE AND P.ESIDENCE
SHAH BE EQUIPPED WITH SOUD WOOD DOOR, SOLID OR
HONEYCOMB CORE STEEL DOORS NOT LESS TF'AN 1 la",
OR 2D MINUTE FIRE RATED DOORS.
ALTERNATE FOUNDATION FOR
ACCESSORY BUILDINGS FROM
• 400 SQ. FT. TO 3000 SQ. FT.
SECTION A -A
24" MIN.
6" MIN.
24"MIN.
(2) ;<4 REBAR
NOTE:
DIeganal wall bracing required an
each comer and every 25 feet dwell.
Waits within 3 feet of a praperty fine or
within S feet of a dwehing must be 1 hour
rated. (Sir type "X' gypsut sheathing
on bath sides of wall). Openincs are not
permitted in these wails. Garages over
3,00D sq. tt. require pratec5on when
closer than 20 feet to the property fine.
Parapets may be required.
ENGINEERED TRUSS OR
RAFTER Sf2:E AND SPACING
Z x `/ @ Zq Q.C.
Aftor)ROOFING MATERIAL
1 riROOFING PAPER
ill
'Si "'ROOF
SHEATHING
1 4.41... .cr3
Seld9$1-6C ,lC
BETWEEN.TRUSSES
g,
WALL SHEATHING -f
SIDING
6' MIN.
24" MIN.
M1U
•
•
6"x12'
FOOTING
DOUBLE TOP PLATE
WALL HEIGHT_
2x `T C /O.C.
PRESSURE TREATED
SOLE PLATE
3-1/2' CONCRETE SLAB
ANCJIOR BOLTS
1t2 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:
GARAGE OPENING AND HEADER SIZE:
:D bL- a x io Nam- �s
INDICATE THE LOCATION AND SEE OF ALL WINDOWS AND DOORS ON THE PLAN.
1-
CD
z
Li
J
RIDGE LINE
1
1
WIDTH
(w . A f
t -/
CONCRETE TO COMPLY TO RC TABLE 404.1..1(1)
FOUNDATION -WALLS 3000'# PSI
SLABS, GARAGES, CA PORTS
& PORCHES - 35 0 # PSI
[
i
A
Al FOOTINGS MUST BIICONTINUOUS, <o
CZ) v�
co
.c
11 tv1 ATERI ,LS APPROVED FOR ONE HOUR FIRE RESISTIVE I
�, CONS1 al TION ON THE GARAGE SIDE:
❑ S/8" T E "X" GYP BOARD (HABITABLE SPACE ABOVE) OR
N X 1/2" G BOARD (RESIDENCE/ATTIC, FLOOR/CEILING) I
\.).1 2) OPENIN S BETWEEN GARAGE AND RESIDENCE SHALL BE
EQUIP '��� ITH SOLID WOOD DOOR, SOLID OR HONEYCOMB CORE
STE^^--MINUTE_.___.__
_`I�0 RSNOTLESST""•' • ^'
WI
ow
mid
Ord A& 4 F T' .=.0 1.41c+.s
OTECTION AND OPEN 'NGS BETWEEN
ING AND PRIVATE GARAGE SHALL HAVE:1
J
Please note that Aile 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 e
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 fife and/or code/regulatory documents or contact the
appropriate division.
R602.10.4 Brace Wall Panel min. 48 in.- 96 in.
R602.10.6.1 Alternate Brace Wall Panel min.28in.-42in.
R602.10.6.2 Alternate Brace Wall Panel min.l6in.-24in.
Engineered Shear Wall Bracing
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 (lb)
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,13, 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
DZ Windspeed <
110 mph
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: I inch = 25.4 mm, 1 foot = 304.8 mm.
a. Not permitted because maximum height is 10 feet.
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
•
I•
• i.
.I� I
.I.
6' TO 18'
FASTEN TOP PLATE TO HEADER WITH TWO
ROWS OF 16D SINKER NAILS AT 3' O.C. TYP.
1000 LB STRAP OPPOSITE SHEATHING
1000 LB
STRAP
FASTEN SHEATHING TO HEADER WITH 8D COMMON OR
IN 3' GRID PATTERN AS SHOWN AND
*f 3 At C 4 FOAMING S(STUDS, BLOCKING, AND SILLS) TYP.
j• MIN. WIDTH = 16" FOR ONE STORY STRUCTURES
MIN. WIDTH = 24" FOR USE IN THE FIRST OF TWO
! STORY STRUCTURES
MIN. 2x4 FRAMING
E I•
y4yrr� 3/8' MIN. THICKNESS WOOD
•f• STRUCTURAL PANEL SHEATHING
MIN.
DOUBLE
2x4 POST
• • =— IN. 4200 L:: TIE -DOWN DEVICE (EMBEDDED INTO
AND NAILED INTO FRAMING)
i SEE SECTION R602.10.6.2 d ArssC t4 ,'& S c..r
i
TYPICAL PORTAL
FRAME
CONSTRUCTION 7:
FOR A PANEL SPLICE
(IF NEEDED), PANEL `I
EDGES SHALL BE
BLOCKED, AND OCCUR
WITHIN24"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
J TIE DOWN
1 I DEVICE
FIGURE R602.10.6.2
ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING
140 2006 INTERNATIONAL RESIDENTIAL CODE®
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
dopaclialky
REVIEWED FOR CODE COMPLIANCE
SPOKANE VALLEY BUILNG C}1VISION