2014, 08-18 Permit App: BLD-2014-1966 Widen Garage DoorSpokane
eis#Valley
Community Development Department
Permit Center
11703 East Sprague Avenue, Suite B-3
Spokane Valley, WA 99206
Tel: (509) 720-2540
Fax: (509) 688-0037
ermitcenter • ssokanevalle .o
(Staff Use Only)
PERMIT NUMBER:
PERMIT FEE:
Project 4W"9-0 l {" lat
RECEIVED
RESIDENTIAL CONSTRUCTION PERMIT APPLICATION
❑ NEW CONSTRUCTION 10 ADDITION/REMODEL 0 ACCESSORY BUILDIN
0 OTHER CSV PERMIT CENTER
❑ DECK
SITE ADDRESS:
ASSESSORS PARCEL NO.: LEGAL DESCRIPTIO
BUILDING OWNER NAME:
I-sv.
NAME: S7pjk17/ S60 {11
�7
ADDRESS: O 07 S /11 firinA-1
Ln
CITY: Sibtet«x-
PHONE:
U`l/ey
STATE:
ZIp:
FAX:
CELL:
CONTACT NAME:
PHONE:
FAX: CELL:
CONTRACTOR NAME: -- i 4cc5 :,t
7.37 to G by e
MAILING ADDRESS:
CITY: Spai<<41.4-c
PHONE: rb / - 3d7C
STATE:
ZIP:
9 y� c's'
FAX:
CELL:
CONTRACTOR LICENSE NO.: f V &SESI ga Y p EXPIRES: t mpg -/S/ CITY BUSINESS LICENSE NO.:
DESCRIBE THE SCOPE OF WORK IN DETAIL AND INDICATE USE & PROPOSED USE:
****YOU MUST COMPLETE THE FOLLOWING****
MARK N/A IF NOT APPLICABLE
Height to Peak:
Dimensions:
No. of Stories:
Total Habitable
Space:
Main Floor SQ FT:
Upper Floor SQ FT:
Unfinished Basement SQ
FT:
Finished Basement SQ
FT:
Garage SQ FT:
Deck/Covered Patio SQ
FT:
Impervious Surface
Area:
30% Slopes on
Property:
No. of Bedrooms:
Construction Type:
Heat Source:
Sewer or Septic:
TOTAL COST OF PROJECT: $ 750
DISCLAIMER
The permitted verifies, acknowledges and agrees by their signature that: 1) If this permit Is for construction or on a dwelling, the dwelling Is/will
be served by potable water. 2) Ownership of this City of Spokane Valley permit Inure to the property owner. 3) The signatory Is the property
owner or has permission to represent the property owner in this transaction. 4) All construction Is to be done In full compliance with the City of
Spokane Valley Development code. Referenced codes are available for review at the City of Spokane Valley Permit Center. 5) The City of
Spokane Valley permit Is not a permit or approval for any violation of federal, state or local laws, codes or ordinances. 6) Plans or additional
Information may be required to be submitted and subsequently approved before this application can be processed.
Updated 1-11-11
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Reaction
LL =157.5 lbs
DL =78.8 lbs
TL =236.3 lbs
30pIf LL
15pIf DL
5 1/8 x 7 1/2
10'-06"
Min bearing =1.5 in
Based on the 2012 IBC/IRC
Based on top edge having continuous lateral support.
Increase in allowable for duration of load =15%
BENDING
ALLOWED = 110507.8 inch/lbs
ACTUAL = 7441.9 inch/lbs
Bending ratio = 6.7% of the allowable
Bending OK
SHEAR:
ALLOWED = 5599.1 pounds
ACTUAL = 208.1 pounds
Shear ratio = 3.7% of the allowable
Shear OK
Reaction
LL =157.5 lbs
DL =78.8 lbs
TL =236.3 lbs
Min Bearing =1.5 in
DEFLECTION:
L/180 = .7
L/240 = .525
L/360 = .35
L/480 = 2625
Total Load Deflection = .0455" - L/2767
Live Load Deflection = .0304" - U4150
Deflected latittlfontiotrof= .0304" - L/4150
Report created using
Plan Analyst software
by Ben Weese and Associates
www.PlanAnalyst.com
City of Spokane Valley
Permit
11707 E Sprague
509-720-5309
1
10
Project #T21-42-20( `l —( 6U0
RECEIVED
AUG 1 8 2014 v�
CSV PERMIT CENTER
SUB#J h REV.#
.tali'
REVIEWED FOR CODE -COMPLIANCE
BUILDING
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