2004, 10-21 Permit App: BLD-04-07996 GarageSPS ..�1/ BUILDING PERMIT APPLICATION WORKSHEET
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Sp6kane
_Valley
City of Spokane Valley Community Development Department
Building Division
11707 E. Sprague Avenue, Suite 106
Spokane Valley, WA 99206
Phone: (509) 688-0036; Fax: (509) 688-0037
REQUIRED SITE INFORMATION
Street Address: I(o.�lo 4), Y 1`n25 rd
Assessor's Tax Parcel Number(s): L-IS.2Z l O [Oti
Legal Description:
PERMIT DESCRIPTION: 36` `G 34' QV Pobk 41a,nmi, bu i V.th.A
uilding Permit ❑ Change in Use ❑ Grading ❑ Manufactured Home
❑ Relocation n Tenant Improvement ❑ Fire Safety ❑ Other
OWNER/APPLICANT INFORMATION
Owner: S e; t S-inse
Phone: 6-mlgal l? Fax:
Address: )(OS 3, ()me -5 rot
3ptJ.4_p 9410(0
Zip Code
City
State
n
Applicant:
Phone:
Address:
Fax:
City
State Zip Code
❑ Contractor: lawH &,e &t.sJ.v RJr(rJees ❑ Architect:
Phone: 535"-- can Fax: Phone: Fax:
Address: 291 Ss •F. - rti..k Address:
Sam c IJ/� 4'1111
City'
State Zip Code
• City
WA State Contractor License #: idruniu3ZContact:
State Zip Code
PERMIT/BUILDING INFORMATION
HEIGHT TD,PE8K
DIMENSIONS:
# OF STORIES:
,VN
Dc-t,`r
MAIN FLODR TO SQ. FTG:
7i I
2' FLOOR SQ. FTG:
UNFIN BASEMENT SQ. FTG:
FINISHED BASEMENT SQ. FTG:
GARAGE SQ. FTG:
q (o)-(
DECK/COV. PATIO SQ. FTG:
OCCUPANCY GROUP:
CONSTRUCTION TYPE:
Port t" -ren.,
HEAT SOURCE:
# OF BEDROOMS:
TOTAL HABITABLE SPACE:
. IMPERVIOUS SURFACE AREA:
COST OF PROJECT:
30% SLOPES ON PROPERTY:
SEWER OR ON-SITE SEPTIC
SYSTEM?
Method of Payment: (Faxed permit applications will only be accepted with major bankcard)
❑ Cash ❑ Check ❑ Mastercard ❑ VISA ❑ Other
Bankcard #: Expires: VIN#:
Authnriyer1 Rinn?Ynro
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WAMBEKE ENGINEERING
Daniel Wambeke, P. E.
2913 East 61" Court
Spokane, WA 99211
Telephone: 509-443-6186 •: Fax: 509-448-6582 • dwambeke @msn.com
STRUCTURAL DESIGN DRAWINGS'
FOR
' 36' X 24' X-13'6" POST FRAME BUILDING
FOR
SHEILA STOSE
SPOKANE, WASHINGTON
JOB NO. SP 828t
PREPARED FOR
TOWN & COUNTRY BUILDERS; INC.
SPOKANE, WASHINGTON
•
October 19, 2004
EXPIRES 12/29/05,
Designer of Small Structures, Post Frame Buildings, Foundations,
' Light Gauge Steel Framing and Grain Storage Systems
2603 r8c
0
kss
04
Design Criteria
Wind Load 6s RP#
Live Load 3° PsF
Dead Load
Bay Spacing art-
rt.F
3P e).01
gSijt-4 STOSE
spoichil 1414
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1.11-07;
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SCHEDuLE
Foorb06
. 512-g
270 X 2/-0 x 31-4
x 1L6
tg,
I EXPIRES 12/29/05
CogivEgs
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EXPIRES 12/29/05
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I EXPIRES 12/29/05
t it..Span
113 Span
Pur ins 2xg LIF -L L
c' a " oc (run of rafter
Birdsallt
Rine
Roofing & Siding
29Guage Steel
DOUBLE TRUSS
Top Chord ZX/04?f-L-it4
Bot Chord ax lo.tF-L L
Webbing tX4rKL'112
Bolts 3/4 "
Top Chord to Bottom Chord
Top Chord to Post
Support Block to Post
Shear Block to Post
Rat Runs
Girts 2x6 DF-, 4,a
9 24" oc
Girli
A"e
= h Bolts w/16 nnils 16a
= t Bolts u/6 nails 164
= 3 Bolts w/6 nails I6d
= 3 Bolts sr/6 nails 16d
9 t17 " oc £NO 7b Edo
2-2X6 Blocki
i --2X10 PT Baseboard
Live Load
Dead Load
Othr Load
Total Load
PLF
Truss Width
psf
pat
psi
psf;
m
571
N
O
N
" Concrete Slak
TYPICAL CROSS SECTION Q