2004, 02-10 Permit App: BLD-04-03530 Garagene
.0,0Valley
PERMIT APPLICATION WORK SHEET
SPOKANE VALLEY COMMUN/TY DEVELOPMENT
BU/LD/NG DIVISION
11707 East Sprague Ave Ste 106 3(,)
Spokane Valley, WA 99206
Phone: (509)688-0036 Fax: (509)688-0037
REQUIRED SITE INFORMATION
'STREET ADDRESS: WC /) E 7
ASSESSOR'S TAX PARCEL NUMBER(S): 377»C 74 0
LEGAL DISCRIPTION: ((P/YL, Ind rc t P .,
m .d
PERMIT DESCRIPTION: (ry42fIC.G
WILDING -PERMIT
.13 RELOCATION
a CHANGE IN USE ] GRADING 0 MANUFACTURED HOME
0 SIGN °TENANT
0 OTFIER
OWNER / APPLICANT INFORMATION
® OWNER: aCJL %% 1.77C -.M14,17775.
APPLICANT:
PHONE: `j 3s— 4,T39 9 FAX: S3C /Ois 3 PHONE: FAX:
ADDRESS: (/lO i 1 L' SP JC i c con 992/Z ADDRESS:
CITY,STATE, ZIP
®CONTRACTOR: LVE FL4MC arc 4/C- ® ARCHITECT:
PHONE: S3C, O'% . FAX .S3C., /013 PHONE: FAX:
ADDRESS: lOO/, if 9 t4 S '%Z ADDRESS:
2 ' CITY, STATE, ZIP
WA ST CONTRACTOR LICENSE # I� OE t=1-41� OC�� CONTACT: aGe. C„r', *ij
CITY, STATE, ZIP
CITY, STATE, ZIP
PERMIT/BUILDING INFORMATION
COST OF PROJECT: OD
• BUILDING HEIGHT TO PEAK: /e /
BUILDING DIMENSIONS: .26A z'
NUMBER OF STORIES:
NUMBER of BEDROOMS:
FLANKING SETBACK:
FRONT SETBACK:6156.
REAR SETBACK:
LEFT SETBACK:
30% SLOPES ON PROPERTY: MAIN FLOOR SQ FT:
OCCUPANCY GROUP 2ND FLOOR SQ FT:
CONSTRUCTION TYPE: GA((. UNFIN BASEMENT:
STRUCTURES ON PROPERTY: FINISHED BASEMENT:
CRITICAL AREAS: GARAGE: 560 SQ
CURRENT PROPERTY SIZE: COVERED DECK:
CURRENT PROPERTY USE: DECK:
CURRENT SEPTIC USE:
CURRENT WELL USE:
RIGHT SETBACK: IMPERVIOUS SURFACE AREA:
WIDTH: LENGTH: SQ FT OF SIGN: HEIGHTOFEIGN: '
YEAR: PIT SET: #OF SIGNS: AREA OF EXIST SIGN:
MANUFACTURER: TYPE OF SIGN:
PREVIOUS ADDRESS:
PROPOSED USE:
FIRE SPRINKLER'
PAINT BOOTH:
FIREWORKS DISPLAY:
FIRE ALARM:
TENT:
BLASTING: DATE/TIME:
1
WA STATE NON-RESIDENTIAL ENERGY CODE
PLANS EXAMINER:
' ADDRESS..
PHONE: FAX:
CITY, STATE, ZIP
INSPECTOR: ti PHONE: FAX:
ADDRESS:
CITY, STATE, ZIP
O BOLTING
FIRM NAME:
INSPECTOR(S):
®CONCRETE
0 REINFORCEMENT
PHONE:
® WELDING
FAX:
IS PUBLIC SEWER AVAILABLE: ® YES
O 0
IS PUBLIC WATER AVAILABLE: YES , NO IF YES, WHICH WATER DIST/IRR:
IS PROPERTY LOCATED WITHIN DESIGNATED STORMWATER CONTROL AREA: 0 YES 0 NO
IF YES: ® COUNTY ' ® CITY
IS THE PROPERTY LOCATED WITHIN ASA: • YES 0 NO
PSSA: ® YES 0 NO
DATE: [STAFF:
1
METHOD OF PAYMENT.'
0
CHECK
O
CASH
r 7.1
C
0
VISA
BANKCARD/` EXPIRES:' VIN#'
AUTHOR/ZED S/GNATURE.-
•FAXED PERMIT APPLICATIONS WILL ONLY BE ACCEPTED WITH MAJOR BANKCARD
City 0f
SPOKANE VALLEY BUILDING DEPARTMENT
PARTMENT
11707 E. Sprauge Avenue, #106, Spokane Valley, Washington 99206 - Tel 509-921-1000 - Fax ' -921-1008
cal,.
FOR 000E COMPLIANCE
• NG VISION
Following is a typical cross-section for a residential garage. It may or may not represent the proposed project. If you are using this
detaif as a portion ofyourplan submittal,please complete therenested information in the boxes provided on both sides ofthis sheet.
A completed sheet, along with
a�,tyaddition aI informay jr eds to be submitted with your application and be on site at the time of
nspection. / 43? . r; , -NGINEERED TRUSS OR, .
Y l/�%C \j"d faSIZEAND SPACING
1 . �
ROOFING MA'TEItIAL
iOOFING PAPER #15 MINIMUM
ROOFSHEATHING TYPE
3 r'.4-8
Cox or ? fv a
_. _)BOLT
' 31/2"
STUDS.
TED SILL
X9"AN
S'6 .' 0"O,
CO
CHO' 0I
C. >�I
TES ,
aw
bAR(2) #4REB
,
TERNATE FOUNDATIONFOR
ACCESSORYBUILDINGS FROM
1000 SQ. FT. TO 3000 SQ. FT.
VOTE:
Diagonal wall bracing required on
each corner 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 wall). Openings arc 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.
I. Doors entering a garage from the
house must be 1 3/8" solid core or carry
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.
O.C.
SOLID BLOCK' G
BETWEEN TRUSSES
57gt'
SIDING) YS:LL
6" min.
j
•
DOUBLE TOP PLATE
WALL HEIGHT
2X y
PRESSURE
. TREATED
,. PLATE
I
1(o
O.c
FOUNDATIONDE
18
d)
24" (Arochcd)
3 1/2"
CONCRETE
SLAB
6 X 12 FOOTING
S Ste.. ON
ANCHORBOLTS
1/2" X 9"
MINIMUM (r"
CONCRETE)6'
O.C. OR
APPROVED
ANCHOR •
INSfALLEDPER
MANUFACTURER
6 min
12" nil
(2) .. 'ebar
ALTERNATE
FOUNDATION
(DETACHED
UNDER 1000
SQ. FL)
�ItrSEPtAnIS MUST BE DEPT
ON THE JOB SITE
OCVNUff UV OLV6.
MAY -31-'91 10:37 ID: HEALTH SPO TEL NCA 94592243
DOUBLE PLUMBING •
USE 4" PVC PIPE ASTM D-3034 SDR35
OR ASTM F7$9 AT 2% SLOPE
REFERENCE CAPPED ENDS AND
14051 P01
co
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PLANNING DEPT. APPRO,IED
BY.
DATE n:144
DEAN GREER
N, seta aEMIN01.4
sPpKAN6" WA PatOS
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