2003, 06-13 Permit: BD-03-599 Pole BldgCity of Spokane Valley
L1707 East Sprague Avenue, Suite 106
Spokane Valley, WA 99206
PERMIT # 6Q-63.9
BUILDING PERMIT .APPLICATION
Box 1 OWNER�f, C K r? /S 0o) JOB LOCATION 6 ItyD3
OWNER'S ADDR // 3 4/e,(1CITY PHONE ¶ 5-jvy -
DESCRIBE JOB ?O` e Qj u 1 QA %C5 3 O x,2q
THIS PROPERTY IS OWNED B
PARTNERSHIP CORP.
MARRIED
PHONE (509)688-0036
FAX # x{,509)688-0037
BOX 2 CONTRACTOR'S NAME Cc-prA K.‘ rg rr, vJ PHONE
CONTRACTOR'S ADDRESS 72.2. s CITY_
CONTRACTOR'S REG.# \�ck c/D1 EXPIRATION DATR3 ^� /
(CARD MUST BE PRESENTED AND COPIED OR VERIFIED)
BOX 3 CONTACT PERSON OF PROJECT PHONE
ADDRESS CITY ZIP
==91:15'2==S==INI
BOX 5 ESTIMATED PROJECT COST rri SDS EXISTING BLDG. VALUATION $ ----.
BOX 6 PROPERTY TAX ACCOUNT NUMBER
LEGAL DESCRIPTION
BOX 7 BUILDING SQUARE FOOTAGE (Existing / proposed) 1ST FLOOR ✓ /
FLOOR 1 OTHER
BASEMENT UNFINISHED /
1
DECK
ARPORT t TOTAL- /
BASEMENT FINISHED
/ GARAGE /
HEIGHT TO PEAK OFBUILDING /3 FT.
BOX 8 (-SINGLE FAMILY
( .) MULTIFAMILY (NO. OF UNITS
( ) COMMERCIAL / INDUSTRIAL
( ) TENANT IMPROVEMENT
( ) NEW CONSTRUCTION
( ) EXISTING STRUCTURE
TOTAL AREA OF PROPERTY SQ. FT.
IMPERVIOUS SURFACE SQ. FT.
I VERIFY UNDER THE PENALTY OF PERJURY THAT THE INFORMATION FURNISHED BY ME IS TRUE AND
CORRECT TO THE BEST OF MY KNOWLEDG AND FURTHER THAT I AM AUTHORIZED BY THE OWNER OF THE
ABOVE PREMISES TO ' RFORM THEW jFOR WHICH THE APPLICATION IS MADE. �t
OWNER/AGS //�. DATE !� ' v3
I hereby authorize the City of Spokane Valley to charge the fee for this permit to my credit card: ,
Visa Mastercard _ _ _ _ Expiration Date
Print the name of the Holder
Signature
clt pf .
SPOKANE VALLEY BUILDING DEPARTMENT •
11707 E. Sprauge Avenue, 11106, Spokane Valley, Washington 99206 - Tel 509-921-1000 - Fax 509-921-1008
Following is a typical cross-section for a residential garage. It may or may not represent the proposed project. If you are using this detail
as a portion of your plan submittal, please complete the requested information on both sides of this sheet. A completed sheet, along with
any additional information needs to be submitted with your application and be on site at the time of inspection.
(Illustration 1)
ENGINEERED TRUSSES
(SPECS TO BE ON SITE AT FRAMING INSPECTION)
4-1414111411111111111114111;41114111111r 11111111111%411111P'- '
\ aftv
-----------jlimlb-
1
2 X LATERAL BRACING
a
18" BLOCKING NAILED/BOLTED
PER TRUSS SPECIFICATIONS
MINIMUM / MAXIMUM ALLOWED WITHOUT
ENGINEERED DRAWINGS:
MINIMUM POST SIZE: 6"x6"
MAXIMUM: 14 FOOT SIDE WALL
BAY SPACING: 12 FEET
WIDTH: 40 FOOT
BUILDING SIZE: 4,000 SQ.FT.
(3/4" BOLTS)
SIDING
2" x - "GIRTS
TREATED POSTS
SIZE:
SPACING:
EAVE
HEIGHT.
�3ax,2y
/0'
/0
SEE DETAIL
NOTES: ALL ENGINEERED SITE -BUILT TRUSSES REQUIRE KNEE -BRACING.
wr'ica.L FcntiLl4 . G5fAt L
Snow load
Wind Load
25 pounds
70 Miles Per Hour
(Illustration 3)
/I
//
1/
2" BRACING EVERY 25 LINEAL FEET AND ALL CORNERS
NAILED TO EACH PURLIN WITH TWO (2) 10d NAILS
VA
\\
REDWOOD OR TREATED
BOTTOM GIRT
TYPICAL PURLIN CONNECTIONS
at
AdO3 44113
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