2003, 08-18 Permit App BLD-03-02251 Storage Bldgcoeur 0*000F **41m%
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�wkay PERMIT APPLICATION WORK SHEET
SPOKANE VALLEY COMMUNITY DEVELOPMENT
BUILDING DIVISION
11707 East Sprague Ave Ste 106
Spokane Valley, WA 99206
STREET
ASSESSOR'S TAX PARCEL
LEGAL
PERMIT DESCRIPTION:
BUILDING PERMIT
RELOCATION
Phone: (509 688-0036 Fax: 509J688-0037
REQUIRED SITE INFORMATION
6 E KSI
0
O CHANGE IN USE 0 GRADING 13 MANUFACTURED HOME
[3SIGN OTENANT ❑OTHER
OWNER / APPLICANT INFORMATION
OWNER: UiV/ V 1 ® APPLICANT:
PHONE: 36 nL—AoFAX: PHONE: FAX:
ADDRESS:_ (O U Iv (411flJ{ ADDRESS:
,y, CITY,STATE, ZIP CITY, STATE, ZIP
CONTRACTOR: C�L&4e-- X 0 ARCHITECT:
PHONE: FAX:
ADDRESS: ADDRESS:
CITY,. STATE, ZIP CITY, STATE, ZIP
WA ST CONTRACTOR LICENSE # CONTACT:
PERMIT/BUILDING INFORMATION
COST OF PROJECT:
BUILDING HEIGHT TO PEAK:
BUILDING DIMENSIONS: ail YA
NUMBER OF STORIES: I
NUMBER of BEDROOMS:
FLANKING SETBACK:
FRONT SETBACK:
REAR SETBACK:
LEFT SETBACK:
RIGHT SETBACK:
30% SLOPES ON PROPERTY:
OCCUPANCY GROUP:
CONSTRUCTION TYPE:
STRUCTURES ON PROPERTY:
CRITICAL AREAS:
CURRENT PROPERTY SIZE:
CURRENT PROPERTY USE:
CURRENT SEPTIC USE:
CURRENT WELL USE:
IMPERVIOUS SURFACE AREA:
MAIN FLOOR SQ FT:
2ND FLOOR SQ FT:
UNFIN BASEMENT:
FINISHED BASEMENT:
GARAGE: L
COVERED DECK:
I MANUFACTURED HOME SIGN II
WIDTH:
MANUFACTU
LENGTH:
PIT SET:
RELOCATION
PREVIOUS ADDRESS:
PROPOSED
SQ FT OF SIGN:
# OF SIGNS:
TYPE OF SIGN:.
HEIGHT OF SIGN:
AREA OF EXIST SIGN:
FIRE SAFETY
FIRE SPRINKLER:
PAINT BOOTH:
FIREWORKS DISPLAY:_
BLASTING:
WA STATE NON-RESIDENTIAL ENERGY CODE
PLANS EXAMINER:
SPECIAL INSPECTIONS
FIRE ALARM:
TENT:
DATE/TIME:
CITY, STATE, ZIP
PHONE: FAX:
CITY, STATE, ZIP
0 BOLTING 13CONCRETE D REINFORCEMENT D WELDING
FIRM NAME:
INSPECTOR(S):
BUILDING STAFF USE ONLY
DYES
0
0
D
IS PUBLIC SEWER AVAILABLE:
NO
IF YES: COUNTY
CITY
®
13
IS PUBLIC WATER AVAILABLE: YES
NO
IF YES, WHICH WATER
DISTIIRR:
IS PROPERTY LOCATED WITHIN DESIGNATED STORMWATER CONTROL AREA:
0 YES 13 NO
0
D
IS THE PROPERTY LOCATED WITHIN ASA:
YES
NO PSSA:
Q YES 0 NO
013 13
CASH CHECK Y75A
BANKCARD A; EXPIRES: VIN#
AUTHORIZED SIGNATURE.
'FAXED PERMIT APPLICATIONS WILL ONLY BE ACCEPTED WITH MAJOR BANKCARD
KV)o
APPROVED B 'f
3�
i
0
doo(1�—
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,s �
City, Of
SPOKANE VALLEY BUILDING DEPARTMENT
11707 E. Sprauge Avenue, #106, Spokane Valley, Washington 99206 -Tel 509-921-1000 -Fax 509-921-1008
THESE PLANS MUST BE KEPT
ON
bllowing is a typical cross-section for a residential garage. It may or may not represent the proposed project. If you are using this
etail as a portion ofyour plan submittal, please complete the requested information in the boxes provided on both sides ofthis sheet.
completed sbeet, alongwith any additional information needs to be submitted with your application and be on site at the time of
tspection. XENGINEEREDTRUSS OR,
�ORAFTERSIZEANDSPACING
((����jj,^'` @ =O.C.
:DOPING PAPERI915 MINIMUM
ROOF SHEATHING TYPE
STUDS SOLID BLOCKI G DOUBLE TOP PLATE
TREATEDSILL \(tijj BETWEEN TRUSSES
1/2" X 9" ANCHO WALL HEIGHT I
\Ij` II
_ )BOLTS ® 6'0" O.C.
3 1/2" CONCRETE S 1
(2) #4 REBAR I '..'.
❑ACCESSORY BUILDINGS FROM
1000 SQ. FT. TO 3000 SQ. Fr.
NOTE:
1. Diagonal wall bracing required on
each corner and every 25 feet of wall.
2. 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 ofwall). Openings are not
permitted in these walls. Garages over
3,000 sq. ft. require protection when
closer than 20 feet to the property line.
Parapets may be required.
3. Doors entering a garage from the
house must be 13/8" solid core or carry a
120 minute fire rating (self-closing hinges
required). These common walls must also
be protected on the garage side with 5/8"
type'x' gypsum sheathing. —
6"min. ALTERNATE
FOUNDATION
�IIII u3NDER
DETACHED
= U 1000
12" min. SQ. FT.)
12 ►I (2) #4 Rebar
2X 0O.C.
SIDING
I PRESSURE
TREATED
PLATE ANCHORBOLTS
1/2" x 9-
I MINIMUM (7^
6" min.
•Ilf
' -' ° CONCRETE)6'
O.C. OR
FOUNDATIONDEPTH
J 31/2" APPROVED
18"(Deached)
CONCRETE ANCHOR
;
O24"(Amched)
_ _ SLAB INSTALLEDPER
6" X 12" FOOTING MANUFACrLJRER
SECTION AA
6"min. ALTERNATE
FOUNDATION
�IIII u3NDER
DETACHED
= U 1000
12" min. SQ. FT.)
12 ►I (2) #4 Rebar