2014, 10-15 Permit App BLD-2014-2532 Add to ShopSpokes e'
Walley°
Community Development
Residential Construction
Permit Application
TER MIT NI jMBER:
PERMIT FEE:
RECEIVED
New Canst+rtfli, Accessory Bldg
Addition/Remodel ❑ Deck
U ofiter RIVIIT CENTER
SITE ADDRESS: 32 3 AJ tzA
SUB
REV.
ASSESSORS PARCEL NO: LEGAL DESCRIPTION:
Building Owner:
Name: k/ i /ti fAtz.4eX 5
Address: i z 3 Ai ' G D 12Q
City: S pDA'A iti /5 vQ (LA y State: wickZip:
Phone: LSD / q5 c / 2 619 Fax:
Contact Person
Name:
Phone:
Describe the scope of work in detail:
Contractor: I L / Ili ✓r_
Name:
`L`
Address:/ef7DO 6 S -ita.rc1E. A!
City: oat W44iirs v4L..ystate: (�(/A,
Zip:
5057
Phone:5 qZ7`//76 Fax:
Contractor Lic No.
/Gi/ 9§D :
/ z /3/ //6
City Business Lic. No:
Cost of Project: $ 9%41E' e
Abo A Ls-2/ X /il Alp Ayr-7 o1 vz �,x37"G 4f44,4E"
Proposed Use: GA -
HEIGHT TO PEAK:
//
1 VA
11703 E Sprague Ave, Suite B-3.
Spokane Valley, WA 99206
(509)688-0036 FAX: (509)688-00 j e C r
www.spokanevalley.org
**************The followin MUST be comwrite rite N/A if not a
MAIN FLOOR TO SQ.
FTG:
FINISHED BASEMENT
SQ. FTG:
# OF BEDROOMS:
g
DIMENSIONS:
so(
2"D FLOOR SQ. FTG:
GARAGE SQ. FTG:
p
(
# OF STORIES:
PP
licable)
*******************i:**
TOTAL HABITABLE SPACE:
UNFIN BASEMENT SQ. FTG:
IMPERVIOUS SURFACE
AREA:
DECK/COV. PATIO SQ. FTG:
CONSTRUCTION TYPE:1 .57 C.
HEAT SOURCE:
30% SLOPES ON
PROPERTY: jc.../27
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 processed.
SIGNATURE:
Method of Payment:
❑ Cash
Bankcard #:
❑ Check
DATE: /O/, 5// 4
❑ Mastercard ❑ VISA
Expires: VIN#:
Authorized Signature:
REVISED 2/15/07
Project #ti-P—",A911-1-1c953
RFCF
SUB
OCT 15 2014
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WALL CONSTRUCTION
EXTENT OF HEADER
DOUBLE PORTAL FRAME (TWO BRACED WALL PANELS)
EXTENT OF HEADER
SINGLE PORTAL FRAME (ONE BRACED WALL PANEL)
MAX.
HEIGHT
10'
...
MIN. 31x 1125"NET HEADER
If
6' TO18'
FASTEN TOP PLATE TO HEADER WITH TWO
ROWS OF 16D SINKER NAILSAT 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"O.C. WALL FRAMING (STUDS. BLOCKING, AND SILLS)TYP.
TYPICAL PORTAL
FRAME
CONSTRUCTION
FORA PANEL SPLICE
(IF NEEDED), PANEL
EDGES SHALL BE
BLOCKED, AND OCCUR
WITHIN 24'OF MID -
HEIGHT. ONE ROW OF
1YR SHEATHING -TO -
FRAMING NAILING IS
REQUIRED,
IF 2x4 BLOCKING IS
USED, THE 2x4'S MUST
BE NAILED TOGETHER
WITH 316D SINKERS
.. .. MIN.WIDTH=16"FOR ONE STORY STRUCTURE
MIN. WIDTH =24"FOR USE IN THE FIRST OF TWO
STORY STRUCTURES .: MIN. 2x4 FRAMING •�•
1, MIN. �.
3/8"MIN. THICKNESS WOOD DOUBLE ..
I STRUCTURAL PANEL SHEATHING 2x4 POST •'
MIN.4200 LB TIE -DOWN DEVICE (EMBEDDED INTO I� •I•
I�uob CONCRETE AND NAILED INTO FRAMING) I'1'I,r111,
SEE SECTION R602.10.3.3 ' •I'
MIN. 1000 LB
TIE DOWN
DEVICE
For SI: 1 inch = 25.4 nun, 1 foot= 304.8 mm, 1 pound
N.
FIGURE R602.10.3.3
METHOD PFH: PORTAL FRAME WITH HOLD-DOWNS
EXTENT OF HEADER (TWO BRACED WALL SEGMENTS)
EXTENT OF HEADER (ONE BRACED WALL SEGMENT)
MAX.
HEIGHT
10'
MIN. 3"x 11.25"NET HEADER
HEADER SHALL OCCURATTOP OF WALL
2' TO 13' (FINISHED WIDTH)
FASTEN SHEATHING TO HEADER WITH BD COMMON
NAILS IN 3' GRID PATTERN AS SHOWN AND 3' 0.C.IN
FRAMINGAS SHOWN (STUDS AND SILLS)TYP.
MINIMUM 1000 LB HEADER-TOJACK STUD STRAP ON
BOTH SIDES OF OPENING PERTABLE R602.10.4.1.1
(INSTALL ON BACKSIDEAS SHOWN ON SIDE ELEVATION)
HEADER SHALL BE FASTENED TO THE KING STUD WIT
6-16D SINKER NAILS
FORA PANEL SPLICE (IF NEEDED). PANEL EDGES SHALL BE
BLOCKED AND OCCUR WITHIN24"OF MID HEIGHT. ONE
ROW OF TYP. SHEATHING -TO -FRAMING IS REQUIRED IN EACH
PANEL.
WOOD STRUCTURAL PANEL STRENGTH AXIS
MIN. (2)2x4TYP.
MIN. LENGTH BASED ON 4:1 HEIGHT -TO -LENGTH RATIO:
FOR EXAMPLE: 24"MIN. FOR 6' HEIGHT
IN.2.5"x'As"PLATE WASHER
ANCHOR BOLT PER R403.1.6 TYP.
BRACED
WALL
[SEGMENT
PER
R602.10.4
NO. OF
JACK STUDS
/
V PER TABLE
R502.5( 62)
1
TOP PLATE CONTINUITY IS
REQUIRED PER SECTION R6023.2
SIDE
ELEVATION
160 SINKER
NAILS IN 2 ROWS
-@ 3'0.C.
1000 LB HEADER -
TO -JACK -STUD STRAP
ON BOTH SIDES
OF OPENING
hem.
THICKNESS WOOD
STRUCTURAL PANEL
SHEATHING
For SI: 1 inch = 25.4 mm, 1 foot=304.8 mm, 1 pound force = 4.448 N.
FIGURE R602.10.3.4
METHOD PFG PORTAL FRAME AT GARAGE DOOR OPENINGS IN SEISMIC DESIGN CATEGORIES A, 13 AND C
172 2009 INTERNATIONAL RESIDENTIAL CODE°
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