HomeMy WebLinkAbout2005, 02-10 Permit App: 05000424 GarageProject Number: 05000424 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project Information:
Permit Use: 20 X 40 DETACHED GARAGE
Date: 02/10/2005 Page 1 of 2
Setbacks: Front EXI Left: 40 Right: 5 Rear: 5
Site Information:
Plat Key: 000145 Name: BARKER ROAD MOBILE HOMES ADD
Contact: HARFORD, DELWIN
Address: 19024 E BUCKEYE AVE
C - S - Z: OTIS ORCHARDS, WA 99027
Phone: (509) 922-8832
Group Name:
Project Name:
District: East
Parcel Number: 55082.0407 Block:
Lot:
SiteAddress: 19024 E BUCKEYE AVE Owner: Name: HARFORD, DELWIN
Address: 19024 E BUCKEYE AVE
Location:: CSV OTIS ORCHARDS, WA 99027
Zoning: UR -7 Urban Residential -7
Water District:
Hold: El
Area: .00 Acres Width: 75 Depth: 117 Right Of Way (ft): 60
Nbr of Bldgs: 1 Nbr of Dwellings: 1
Review Information:
Review
Site Plan Review
Plan Review
Septic System Review
Permits:
" t • 14,0r, ' . e • ' r mfrai
Operator: K_C Printed By: K_C Print Date: 02/10/2005
Project Number: 05000424
Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 02/10/2005 Page 2 of 2
Contractor: OWNER
Group: U-1
Total Area
Building Height
Type: VB
800
0
Building Permit
Firm: OWNER
Phone: (000) 000-0000
Building Characteristics
Description Grp Type Notes
GARAGE U-1 VB
Item Description
RESIDENTIAL PERMIT FEE
ACCESSORY PLAN REVIEW
STATE SURCHARGE
Notes:
Payment Summary:
Permit Type
Building Permit
This Application:
Sq Ft Valuation
800 $15,200.00
Total Project:
Sq Ft Valuation
800 $15,200.00
Totals: 800 $15,200.00
Units Unit Desc
1 SELECT
1 SELECT
1 SELECT
Permit Total Fees:
800 $15,200.00
Fee Amount
$265.25
$66.31
$4.50
$336.06
Fee Amount Invoice Amount Amount Paid Amount Owing
$336.06 $336.06
$0.00 $336.06
$336.06 $336.06
$0.00 $336.06
Disclaimer:
Submittal of this application certifies the owner (or person(s) authorized by the owner) has both examined and finds the information
contained within to be true and correct, and agrees that all provisions of laws and/or regulations governing this type of work will be
complied with. Subsequent issuance of a permit shall not be construed to be a permit for, or an approval of, any violation of any of
the provisions of the code or of any other state or local laws or ordinances.
Signature:
Operator: K_C Printed By: K_C
Print Date: 02/10/2005
02/10/2005 10 2 5093241567
005 13:12 FR
Project Number: 05000424 Inv: I
0
211 X 40 DETACHED GARAGE
SRHD EHS
PAGE 01/01
TO 3241567 P.01/01
Application)
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Data: 02/10/2005 Page 1 of 2
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Contact: HARFORD, DEL,W114
Address: 19024 E BUCKEYE AVE
C - S - Z: OTIS ORCHARDS, WA 99027
Phone: (509) 922-8832,
Group Namc:
Project, Name:
Sett aoka: Front £XI Left: 40 Right: 5 Rear: 5
Site Info ion:
e
teltildwouwWWIIIIIWWimar
Plat Key: 000145 Name: BARKER ROAD MOBILE HOMES ADD District: East
Parcel Number: 55082.0407 Block: Lot '1 ..
StteAddress: 19024 E BUCKEYE AVE Owner: NAM: HARFORD, DELW N
Address 19024 E BUCKEYE AVE
OTIS ORCHARDS, WA 99027
Location:: CSV
Zoning: UR -7 Urban Residential -7
water District!
Hold: 0
Area: .00 Acres Width: 75 Depth: 11`7 Right Of Way (ft): 60
Nbr' of Bldgs: 1 Nbr of Dwellings: 1
inform/Won:
Rev
Site Ilan Review
Plan Rreview
vet
Permits: o®,
ar
Operator; 1Cc Printed By: K.,C
FEB 10 2005 13:54
Print Date: 02/10/2005
** TOTAL PAGE.01 **
5093241567 PAGE.01
Spokane
‚Val1ey
BUILDING PERMIT APPLICATION WORKSHEET
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: / 9 0 L(
Assessor's Tax Parcel Number(s):
Legal Description:
igyE-
2—r) x L) (9 L4.,' Z&7 -
PERMIT DESCRIPTION:
Building Permit
n Relocation
Change in Use ❑ Grading
n Tenant Improvement [ Fire Safety
n Manufactured Home
Other
OWNER/APPLICANT INFORMATION
n
Owner: f L w 1-18 i 1e It
Phone: 72_2_ 91,,-2_ .Faxes_
Address: /7 0)_, y y1
S''0I4iviL t.l' - 9 f021
City State Zip Code
Contractor:
Phone:
Address:
Fax:
City
State Zip Code
WA State Contractor License #:
n
Applicant: ,&7i. cv, tz/ rf s�iz�v
Phone: 92.2 •cay a. Fax:
Address: /Fa 7 c/ erve./r -y4-
S clo trkli,' 99nz7
City State Zip Code
Architect:
Phone:
Address:
Fax:
City
Contact:
State
Zip Code
PERMIT/BUILDING INFORMATION
HEIGHT TO PEAK:
DIMENSIONS:
# OF STORIES:
MAIN FLOOR TO SQ. FTG:
2"" FLOOR SQ. FTG:
UNFIN BASEMENT SQ. FTG:
FINISHED BASEMENT SQ. FTG:
GARAGE SQ. FTG:
DECK/COV. PATIO SQ. FTG:
OCCUPANCY GROUP:
CONSTRUCTION TYPE:
HEAT SOURCE:
# OF BEDROOMS:
TOTAL HABITABLE SPACE:
IMPERVIOUS SURFACE AREA:
COST OF PROJECT: j�6��
30% SLOPES ON PROPERTY:
SEWER OR ON-SITE SEPTIC
SYSTEM?
Job
05-0108
Truss
A
Truss Type
QUEENPOST
Qty
19
PIY
1
Dale
Job Reference (optional)
Lumbermen's
Building Center, Spokane,Wa 99206-4220 6.100 s Sep 17 2004 MiTek Industries, Inc. Mon Feb 07 08:17:11 2005
6.7-2I 10-0-0 13-4-14 20-0-0
Page 1
I
6-7.2 3-4-14 3-4-14 6-7-2
Scale = 1:34.1
4x6 M1120=
4.005Y 2z4 MI120.:
t
2x4 MI120 i
2
4
_...iiiiiiiiiiiiegitimiiiiiiiiiih..._
o
0
I"
co
_ A.
z 6
3x6 M1120=5x9 M1120= 3x6 M1120=
10.0-0 20-0-0
10.0.0 10-0-0
Plate Offsets (X,Y): [6:0-4-8,0-3-0]
LOADING (psf)
SPACING 2-0-0
CSI
DEFL in (loc) I/defl L/d
PLATES GRIP
TCLL 30.0
Plates Increase 1.15
TC 0.55
Vert(LL) -0.20 1-6 >999 240
MI120 185/148
(Roof Snow=30.0)
Lumber Increase 1.15
BC 0.84
Vert(TL) -0.42 1-6 >567 180
TCDL 10.0
Rep Stress lncr YES
WB 0.30
Horz(TL) 0.05 5 n/a n/a
BCLL 0.0
BCDL 10.0
Code IBC2000/ANSI95
(Simplified)
Weight: 631b
LUMBER BRACING
TOP CHORD 2 X 4 HF 1800F 1.6E TOP CHORD Sheathed or 4-6-6 oc purlins.
BOT CHORD 2 X 4 HF 1800F 1.6E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2 X 4 DF Stud/Std
REACTIONS (Ib/size) 1=985/0-3-8, 5=985/0-3-8
Max Horz 1=-40(load case 8)
Max Upliftl=-11(load case 5), 5=-11(load case 6)
Max Grav1=1133(load case 2), 5=1133(load case 3)
FORCES (Ib) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=-2014/65, 2-3=-1522/17, 3-4=-1522/17, 4-5=-2014/65
BOT CHORD 1-6=-61/1904, 5-6=-31/1904
WEBS 2-6=-706/114, 3-6=0/677, 4-6=-706/114
NOTES
1) Wind: ASCE 7-98; 85mph; h=25ft; TCDL=6.0psf; BCDL=6.0psf; Category II; Exp B; enclosed; MWFRS gable end zone;
cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33.
2) TCLL: ASCE 7-98; Pf=30.0 psf (flat roof snow); Exp B; Fully Exp.
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 11 Ib uplift at joint 1 and 11 Ib uplift
at joint 5.
LOAD CASE(S) Standard
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PROVIDE DIAGRAMS AND
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iNSPEOTIONS