2007, 11-26 Permit App: 07004581 GarageSpokane
Valley
Community Development
Residential Construction
Permit Application
Permit Center �+
11Sp703
Ee SpraVallgue Ave,A Su 9 ®�� �At.I.EY
(509)688-0036 FAX: 509)688-0037'-
h 2p0�
www.spokanevalley.org 1�1 MIT GE VE-Fi
ew Construction
Addition/Remodel
n Other:
PERMIT NUMBER: cis
PERMIT FEE:
Accessory Bldg
Deck
SITE ADDRESS: a7R I V• b/ e � . (
�ASSESSORS PARCEL NO: R n �/4 • t4 r 4
OM/aft l ,ac66110
LEGAL 1➢p ESCRIPTION: /l j(�(GL
Building'Owner•. ._ ., �; .
Contractors `:' : -- .., - -
Name: £IeGt7•�`�I () C Cur lot t Ia 1-6t a S
Name: Cputt/ ilia_ VCU% a pi
( l
Address: fink
Ci� f,rn twj/a Q% State: b4 Zip: cia
v' 1—�
Address: V�, 1.
( ^/
City �ronU,n , a ti Stater Zip: oW4'
Phone: ( fy7. 79/. , er- Fax: —
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Phone: c/G/ / Fax:
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vExp
CCA` - gA6 - 218 q
Contractor Lic No:AAA
Date:
i
.CMI ct eisolfl � ` �' t•'' .. - - -.-?-•"""
30% SLO ES ON /
PROPERTY: �/
I
City Business Lic No: A/.�%
jug
(6?fa
HEAT SO R ,f ) /j
�l /Tj
I
Name: Lor la a g
Phone: vg/ • 9/a�(//"
,
869'-81-9(0
Describe the scope of work in detail:
Cost of Project: $ /1/43)vX" i2
-vrn ny /ntOa- • alita pair; .>te /nag
Prop sed Usk 6AR ; f l i ltiC �5 of' '6E
U
**************The following MUST be complete: (write N/A if not applicable)**********************
S
HEIGHT TO PEAK:
15�f
DIMENSIONS: ,
x�6X��
# OF STORIES:
TOTAL I-ABITAB PACE:
/kW �9
MAIN FLOOR TO SQ.
FTG: Cl
�%� >`�' \
2Nu FLOOR SQ. FTG:
�%�
UNFIN BASEMENT SQ. FTG:
11� III
IMPERVIOUS RFACE
AREA:
5000
FINISHED BAS T
SQ. FTG: �jlUD
fl
\,....4G GFeQ. FTG:(
DECK/COV.PATIO SQ. FTG:
/I,r/f/
30% SLO ES ON /
PROPERTY: �/
# OF BEDROO
14
* �
COMT,,RUCTION TYPE:
(Ina
HEAT SO R ,f ) /j
�l /Tj
SEWER OR SEPTI/. 41
The perrnitee 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 Ci of Spokane Valley Permit is not a permit or approval for any violation of federal, state or
local laws, codes or ordinances. 6) Pl. • or add,,: nfo ation may be required to be submitted, and subsequently approved before
this application can be processed
SIGNATURE:
Method of Payment:
❑ Cash
Bankcard #:
Authorized Signature:
REVISED 2/15/07
0 Check
DATE:
❑ Mastercard 0 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
)53,, Completed Building & Mechanical application with: Accurate address, Parcel
Number and/or Legal Description, description of work, owner and contractor
information, signature, and date.
O 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.
❑ 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
D
Project Number: 07004581 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 11/26/2007 Page 1 of 2
Project Information:
Permit Use: 30 X 30 X 10 STICK FRAME GARAGE Contact: BARAJAS, ELEUTERIO & CARLA R
Address: 2721 S BATES RD
C - S - Z: SPOKANE VALLEY, WA 99206
Setbacks: Front Left: Right: Rear: Phone: (509) 891-9286
Group Name:
Site Information: Project Name:
Plat Key: 000000 Name: Range
District: Sout
Parcel Number: 45284.1424 Block:
SiteAddress: 2721 S BATES RD
Location:: CSV
Lot:
Owner: Name: BARAJAS, ELEUTERIO & CARLA
Address: 2721 S BATES RD
SPOKANE VALLEY, WA 99206
Zoning: R-2 SF Res Suburban District
Water District: 101 SPO CO WATER DIST#3B Hold: ❑
Area: .00 Acres Width: 0 Depth: 0 Right Of Way (ft): 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review Information: ,
Review
Building Plan Review
Released By:
Originally Released: 11/19/2007 By: tmelbourn
Landuse/Zoning/HE Conditions
Released By: - -
Originally Released: 11/21/2007 By: cjjanssen
Permits:
Operator: jmm Printed By: JD
Print Date: 11/26/2007
Project Number: 07004581 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 11/26/2007 Page 2 of 2
Contractor: OWNER
Building Permit
Firm: OWNER
Phone: (000) 000-0000
This Application: Total Project:
Description Type Notes Sq Ft Valuation Sq Ft Valuation
GARAGE U-1 VB DETACHED 900 $17,100.00 900 $17,100.00
GARAGE
Item Description
RESIDENTIAL PERMIT FEE
ACCESSORY PLANS REVIEW
WSBC SURCHARGE
Notes:
Payment Summary:
Totals: 900 $17,100.00 900 $17,100.00
Units Unit Desc
1 SELECT
1 SELECT
1 SELECT
Fee Amount
$293.25
$73.31
$4.50
Permit Total Fees: $371.06
Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing
Building Permit $371.06 $371.06 $0.00 $371.06
$371.06 $371.06
$0.00 $371.06
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: jmm Printed By: JD
Print Date: 11/26/2007
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PLANNING DEPT. APPROVED
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OD/WI-
DATE:
/rd'b RECEIVED BY
LEYC1 l Y OF Sf OKAN
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PERMIT CENTER
R1C`✓' •�
City of
SPOKANE VALLEY BUILDING DEPARTMENT RECEIVED BY
11707 E. Sprague ?.venue a1 G5, Spokane Valley, Washington 992O5 -TSI SD? -5S5 -C+ >i`E ,E s` '_ _- 3�3- +5 LLEY
N Oy 1(3 NVN
Fotiowcng s a h'pil a~.ss saciion for a resiie.nEal garage. It may not rep -sent the proposed pi�ee //OR
as a polos of your plan submittal, please complete the r rn
quested infoaSon in the brats prow ^dYb.,th:dr.� �f Dts s'•.at
This completed shot, ales; with any add;i5o :al info.-s5on nets b be s b d wih your apT, a 5on and be on site at the tine
of hsp_c5on.
PRO i !CT)ON AND OPENINGS BETWEEN
DWELLINGS AND PRNATE GARAGES SHALL HAVE:
1) W,ATEPIALS APPRO'v'ED FOR ONE HOUR FIRE
P.ESISTTVE CONSTRUCTION ON THE GARAGE SIDE:
S.3' TYPE OC' GYP BOARD (HISITA3LE SPACE A3OVE)
' 1/2' GYP BOARD (RESIDENCE/ATTIC. FLOOR/CEILING)
2) OPENINGS BETWEEN GARAGE AND RESIDENCE
SHALL BE EQUIPPED WTTH SOLID WOOD DOOR, SOLID OR
HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3B',
OR 2D MINUTE FIRE RATED DOORS.
ALTEP,NATE FOUNDATION FOR
ACCESSORY BUILDINGS FROM
400 SQ. FT. TO 3000 SQ. FT.
NOTE.:
Dago :al wa11 ba±n; requited on
Each .-ner and every 25 feet of watt.
Wens within 3 feet of a property rine or
within 6 feet of a dwetin3 n,t be 1 hour
rad. (a!8' type 'X' gypsum shssthing
on both sides of wag). Openings are not
pernit1 d in these wails. Garages over
3,000 sq. R require protec5on when
closer than 20 feet to the property rine.
'.Peape(rnay be required.
ENGINEERED TRUSS OR
RAFTEAISIZE AND SPACING -\,....
x @ 24-O.C.
SECTION A -A ROOFING MATERIAL
1/8" GAP 36 ROOFING PARER
BE vVEEN SHEATHI�
7 OSI ROOT
SHEATHING
SCUD BLOCKING
BETWEEN. TRUSSES
11,' ta WALL SHEATHING
SIDUJG�
6' MIN.
1
24' MIN.
1TIVI
i
DOUBLE TOP PLATE
WALL HEIGHT /0.
@t:'__0.0.
PRESSURE TREATED
SOLE PLATE
3-12' CONCRETE SLAB
F..:
S`x12'
FOOT1NG
ANCHOR BOLTS
129' MIN.
(7 INTO CONCRETE)
5 O. C. OR APPROVED
ANCHOR INSTALLED
PER ),MANUFACTURER
FOUNDATION PLAN
PLEASE COMPLETE THE FOLLOWIt.}G INFORMATION AND ADD ON THE DRAWING BELOW.
BUILDING DIMENSIONS: ; ED Ir
GARAGE OPENING AND HEADER St7F-
INDICATE THE LOCATION AND SIZE OF ALL WINDOWS AND DOORS ON THE PLAN.
r --
V
Z
W
-J
J
FUDGE LN
1
WIDTH
1
CONCRETE TO COMPLY TO IRC ABLE 404.1.1(1)
FOUNDATION WALLS - 3000
SLABS, GARAGES, CARPOF
& PORCHES - 3500 # 1
ALL FOOTINGS MUST BE CONT
Lp X (4
# PSI
rs
SI
Please note that while every effort is mads to assure the accuracy of the informafion 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.
R602.10.4 Brace Wall Panel min. 48 in.— 96 in.
R602.10.6.1 Alternate Brace Wall Panel min28in.-42in.
R602.10.6.2 Alternate Brace Wall Panel mini 6in.-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 (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 DU, DI and
DZ 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 mrn.
a. Not permitted because maximum height is 10 feet.
f
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
T
6' TO 18'
FASTEN TOP PLATE TO HEADER WITH TWO
•
.I.
ROWS OF 16D SINKER NAILS AT 3' O.C. TYP.
1000 LB STRAP OPPOSITE SHEATHING
1000 LB
STRAP
FASTEN SHEATHING TO HEADER WITH BD COMMON OR
GALVANIZED BOX NAILS IN 3' GRID PATTERN AS SHOWN AND a
3' Q.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
• MIN. 2x4 FRAMING
!
yL J 3/8' MIN. THICKNESS WOOD
STRUCTURAL PANEL SHEATHING
.1.
=fir MIN. 4200 LB TIE -DOWN DEVICE (EMBEDDED INTO
'1' CONCRETE AND NAILED INTO FRAMING)
MIN.
DOUBLE
2x4 POST
•
SEE SECTION R602.10.6.2 i/6. AiN'CtEsR go Lr
r
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
•
d.
•
FIGURE R602.10.6.2
ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING
140 2006 INTERNATIONAL RESIDENTIAL CODE®
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