2005, 10-19 Permit App: 05003907 Garage_ Permit Center
Spokane 11707 E Sprague Ave, Suite 106
asposOlg Valley Spokane Valley, WA 99206
(509)688-0036 FAX: (509)688
Community Development www.spokanevallev.org.com
Residential Construction
Permit Application
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❑ New Co struchio LtJ o Accessory Bldg
❑ Addition/Remodel o Deck
$iOther: 60tinx5 e
SITE ADDRESS I&&oct N. v>ad Zane./ /
ASSESSORS PARCEL NO: S --.0633. D/ 3. 9H LEGAL DESCRIPTION: Lo f S8, g(1.54/1 /yltiAws Mb'/°
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Bu' dm .-owne _- �.- : Iii--xK?14:a
Name. 7e v.vq 4 5hanwi Cla'me
y
Address: Bo , QOx "j754,
City: spo/4 2 WA Zip: 99zo9
Phone:;zg-0dlp I Fax:
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_Cuntacti;Per"sohr,g�
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509) 943 -392_3
Name.
Phone:
:,Contractor- -
cs-
r.,
Name.
(J/4 knee° l-1
MAIN FLOOR TO SQ.
FTG:
Address:
UNFIN BASEMENT SQ. FTG:
IMPERVIOUS SURFACE
AREA:
City:
GARAGE SQ. FTG:
75L vt--
Zip:
Phone:
# OF BEDROOMS:
Fax:
Lic No:
SEWER OR SEPTIC?
SO kDV \ .
Exp. Date:
City Business Lic No:
Describe the scope of work in detail: Cost of Project:
$ /... oaO
ku, rj/f+rrfiCe (10115fyufil%ovl I7V y frau/ a4Si s'
**************The following MUST be complete: (write N/A if not applicable)**********************
HEIGHT TO PEAK:
/3 `
DIMENSIONS:
Z3',,/ A 31'
# OF STORIES:
TOTAL HABITABLE SPACE:
MAIN FLOOR TO SQ.
FTG:
2"" FLOOR SQ. FTG:
UNFIN BASEMENT SQ. FTG:
IMPERVIOUS SURFACE
AREA:
FINISHED BASEMENT
SQ. FTG:
GARAGE SQ. FTG:
75L vt--
DECK/COV. PATIO SQ. FTG:
30% SLOPES ON
PROPERTY:
# OF BEDROOMS:
CO STRUCTION TYPE:
—MOLL
HEAT SOURCE:
SEWER OR SEPTIC?
SO kDV \ .
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-eambeprocessed. .
Signature ��a.. Date
Method of Payment: (Faxed permit applications will only be accepted with major b nkcard)
0 Cash ❑ Check 0 Mastercard VISA
Bankcard #: Expires: VIN#:
Authorized Signature:
REVISED B252D05
0 Other
•
City of
SPOKANE VALLEY BUILDING DEPARTMENT
11707 E. Sprague Avenue #106, Spokane Valley, Washington 99206 - Tel 509-688-0036 - Fax 509-688-0037
Following is a typical cross-section for a residential garage. It may not represent the proposed project If you are using this detail
as a portion of your plan submittal, please complete the requested information in the boxes provided on both sides of this sheet
This completed sheet, along with any additional inforrnation needs to be submitted with your apllication and be on site at the time
of inspection.
PROTECTION AND OPENINGS BETWEEN
DWELLINGS AND PRNATE GARAGES SHALL HAVE:
1) MATERIALS APPROVED FOR ONE HOUR FIRE
RESISTIVE CONSTRUCTION ON THE GARAGE SIDE:
' 5/8" TYPE 'X' GYP BOARD (HABITABLE SPACE ABOVE)
• 1/2" GYP BOARD (RESIDENCE/ATTIC, FLOOR/CEILING)
2) OPENINGS BETWEEN GARAGE AND RESIDENCE
SHALL BE EQUIPPED WITH SOLID WOOD DOOR, SOLID OR
HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8',
OR 20 MINUTE FIRE RATED DOORS.
ALTERNATE FOUNDATION FOR
ACCESSORY BUILDINGS FROM
400 SQ. FT. TO 3000 SQ. FT.
SECTION A -A
NOTE:
Diagonal wall bracing required on
each comer and every 25 feet of wall.
Walls within 3 feet of a property line or
within 6 feet of a dwelling must be 1 hour
rated. (5/8" type 'X" gypsum sheathing
on both sides of waif). Openings are not
permitted in these walls. Garages over
3,000 sq. R require protection when
closer than 20 feet to the property line.
Parapets may be required.
ENGINEERED TRUSS 8A
P E -S E "t4Q SPACING
f13 ,may ; 3t3 !cJi ir`.•, i -1r; R:?4 LIO1T_+-ice°-x (:ia Z O.C.
3Vf r' ,JAN$jr t n,
1R'4 At -1(4i 31'. • ROOFING MATERIAL
1 /8 GAP' , NATi:,.
r3ETWEEN'Se1= A/14HtNG
13�J12 • rkt,
6" MIN.
24"MIN.
ROOFING PAPER
SHEATHING_ T C
illi �T .�u t..� 7 i 3(i•
SOUD BLOCKING
BETWEEN.TRUSSES
WALL SHEATHING
6' MIN.
24" MIN.
SIDING
DOUBLE TOP PLATE
/
WALL HEIGHT J
/0 O.C.
PRESSURE TREATED
SOLE PLATE
3-1/2" CONCRETE SLAB
.11MU =_ LI if
6' MIN.
(2) #4 REBAR
129 * 000E 2J.1AW Y1C ,.
21AO9AA0 .23OARA0 ,28AJ2
129 * wee - 23H.IA09
6";(12-
FOOTING
"x12'FOOTING
t•�
ANCOR BOLTS
12" MIN.
(T INTO CONCRETt)
6' O. C. OR APPROVED
ANCHOR INSTALLED
PER MANUFACTURER
FOUNDATION PLAN
PLEASE COMPLETE THE FOLLOWING INFORMATION AND ADD ON THE DRAWING BELOW.
BUILDING DIMENSIONS: 2.3/-6////01'06e 1C 32'-0l
GARAGE OPENING AND HEADER SIZE: /to Z -2.)( 12 5
INDICATE THE LOCATION AND SIZE OF ALL WINDOWS AND DOORS ON THE PLAN.
e X
(34Vi5 e tDu(red
1 'i e �nc� 3 WIDTH
RIDGE L
7
r-
L
eXcs�f��� dooK
t ---
PROTECTION AND OPE
DWELLING AND PRIVATE GA
GS BETWEEN
GE SHALL HAVE:
A
1) MATERIALS APPROVED FOR ONE H UR FIRE RESISTIVE
CONSTRUCTION ON THE ARAGE SID
0 518' TYPE 'X' GYP ARD (HABITA LE SPACE ABOVE) OR
0 1/2' GYP BO (RESIDENCE,EATTIC FLOOR/CEILING)
2) OPENINGS8TWEEN GARAGE AND RESIDENCE SHALL BE
EQUIPPED WITH SOLID W000 DOOR. SOLID OR HONEYCOMB CORE
STEL DOORS NOT LESS THAN 1 3/B . 04 20 MINUTE FIRE RATED
RS.
CONCRETE TO COMPLY TO IRC TABLE 404.1.1(1)
Min. 4 ft Brace Wall Panel per R602.10.3 & R602.10.4
Min. 2 ft 8 in. Alternate Brace Wall Panel per R602.10.6
Min. 16, 18 or 20 in. APA Portal Frame Bracing
Engineered Shear Wall Bracing
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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 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.
ALL FOOTINGS MUST BE CONTINIInI IS
FOUNDATION WALLS - 3000 # PSI
SLABS, GARAGES, CARPORTS
& PORCHES - 3500 # PSI
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PROVIDE DIAGRAMS AND
ENGINEERING LAYOUTS FOR
HOOF TRUSSES, BEAMS AND
Fi GOR SYSTEMS PRIOR TO FRAMING
IN:MECTIONS
CITY COPY
THIS BUILDING SUBJECT
TO FIELD INSPECTION CORRECTIONS
5�mr.ky
REVIEWED FOR CODE COMPLIANCE
SPOKANE VALLEY St'ILDING !VISION
T� (O L)