1998, 09-29 Permit: 98009663 Finish BasementSPOKANE COUNTY DIVISION OF BUILDING AND PLANNING
1026 W. BROADWAY • SPOKANE, WA 99260-0050
(509) 456-3675
SITE INFORMATION
PROJECT INFORMATION
SITE ADDRESS: 1225 S CENTURY CT
VERADALE WA 99037
PARCEL NUMBER: 45234.3404
SUBDIVISION: SI'S SUB
LOT: 4 BLOCK: 3 ZONE: UR -3.5
INSPECTOR: FRANK PALADICHUK
WATER DIST: VERA
OWNER: CONDRON CONSTRUCTION
PHONE: 509 467 8096
ADDRESS: 1225 S CENTURY CT
VERADALE WA 99037
PROJECT NUMBER: 98009663 ISSUE DATE: 09/29/98
PERMIT -USE: FINISH BASEMENT -BEDROOM, LAUNDRYROOM, FAMILYROOM,BATHR
APPLICANT: NODDINGS, TANYA
PHONE: 509 467 8096
ADDRESS: 1225 S CENTURY CT
VERADALE WA 99037
CONTACT: TANYA NODDINGS PHONE: 509 467 8096
SETBACKS -> FRONT: NA LEFT: NA RIGHT: NA REAR: NA
ENDER NAME:
PHONE:
ADDRESS:
PERMIT(S)
BUILDING PERMIT
CONTRACTOR
CRAIG CONDRON CONSTRUCTION
LICENSE #: CONDRC1044MT
REMODEL
DIM.= X
SQ FT =
REMODEL R-3 VN
STORIES
TOTAL VALUE: $9,000.00
RESIDENTIAL VALUATION
RESIDENTIAL SURCHARGE
STATE SURCHARGE
150.50
33.11
4.50
TOTAL PERMIT FEE $188.11
MECHANICAL PERMIT
CONTRACTOR
CRAIG CONDRON CONSTRUCTION
LICENSE #: CONDRCI044MT
VENTILATING FANS 2
TOTAL PERMIT FEE $20.00
t.
PAYMENT SUMMARY
NOTES
PAYMENT DATE RECEIPT# . PAYMENT AMOUNT
09/29/98 00011343
$208.11
TOTAL FEES AMOUNT PAID AMOUNT OWING
$208.11
$208.11 $.00
ISSUED PERMIT BY: JULIE SHATTO
LE
NOTICE
It is the responsibility of the permittee, not Spokane County, to see to it that the use described on the front of this permit complies with applicable codes
and requirements and that required inspections are requested. Failure to request required inspections and obtain the necessary approvals prior to
progressing beyond the point where inspections are required may necessitate removal of certain parts of the construction at the owner's/permittee's
expense. At a minimum, the following inspections ARE REQUIRED by County Code:
1. FOOTING - when forms and reinforcement are in place and prior to placement of concrete.
NOTE: This inspection includes review of the structure's setbacks from property lines. Minimum setbacks are established by County zoning
regulations. Typically, side and rear yard setbacks are measured from property lines, while setbacks for yards abutting streets are measured from
the property line or the center line of the roadway right-of-way, whichever provides the greater setback from the center line of the roadway
right-of-way. Curb lines and fence lines are not necessarily indicative of property lines. In some residential areas, the County can own as much
as 20 feet of right-of-way between your property and the actual improved street/curb. The responsibility to comply with applicable setback
provisions lies solely with the permittee —neither Spokane County nor its authorized representatives assume any responsibility for the verification
or location of your property lines. Please verify their location prior to locating your structure. Failure to properly locate the structure may require
its relocation at the owner's/permittee's expense.
2. FOUNDATION - when forms and reinforcement are in place and prior to placement of concrete. (Blocking for a manufactured home is
required to be inspected prior to the installation of skirting.)
3. FRAMING - after all framing, bracing and blocking is in place, and prior to concealing.
4. INSULATION - prior to the installation of drywall.
5. PLUMBING - after rough -in, before covering, and final.
6. MECHANICAL - rough -in of piping, before covering, metal chimneys before concealment, and final.
7. FINAL - when complete and prior to occupancy and/or use. Please provide 24 hours notice.
NOTE: In addition to inspection of the structure, this inspection includes review of site improvements (typically depicted on the approved site
plan) required by ordinance or as a condition of approval of this permit. Items such as the installation of fire hydrants, fire department access,
on-site drainage ("208 swales"), road improvements, parking, and landscaping are common requirements of a permit/site plan which must
be completed prior to final approval of a building or issuance of a Certificate of Occupancy.
In addition to the above any plumbing or mechanical systems or materials which would be concealed by framing, drywall, concrete, etc., must be
inspected prior to cover. Check with the department for "special inspections" in conjunction with commercial projects.
CALL 456-3675 FOR INSPECTIONS.
TO INSURE PROMPT SERVICE, PLEASE GIVE 24 HOUR NOTICE.
YOUR INSPECTOR IS
UNDER CERTAIN CIRCUMSTANCES, PARTS OF YOUR PROJECT MAY REQUIRE INSPECTIONS FROM OTHER AGENCIES:
• Road cuts for utilities or drives, Division of Engeering 8 Roads • Sewer connection, County Division of Utilities
456-3600 456-3604
or State Department of Transportation or City Public Works Department
456-3000 625-6300
• On-site waste disposal system, Spokane Regional Health District • Electrical wiring, State Department of Labor and Industries
324-1560 324-2640
• Construction in a flood plain, Division of Engineering 8 Roads
456-3600
EXPIRATION
Unless otherwise noted, this permit will be considered null and void by limitation of the work authorized by the permit if not commenced or is stopped
for a period Of 180 days, unless a written request for an extension of the permit is received and approved by the Building Official prior to expiration.
At a minimum an inspection should be requested at least once every 180 days to assure the validity of the permit. A permit may be renewed within
one year of the date of expiration for one-half the original fee, subject to certain limitations— please call us if you have any questions.
MISTAKES?
If you think we've made an error in processing this permit or in conducting inspections pertaining to it, or find erroneous information in the permit, please
bring it to our attention immediately by filing a written request for correction within .10 working days of discovery. All such requests should be directed to
the Division of Building and Planning at the address found on the face of this permit.
I certify that I am the owner or am authorized by the owner to make this application and that I have examined this permit/application, state that the
information contained in it and submitted by me or my agent to compile said permit/application is true and correct, and authorize Spokane County
to proceed with processing. In addition, I have read and understand the INSPECTION REQUIREMENTS/NOTICE provisions included herein and
agree to comply with same. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not.
I understand th. ,r.- : ' uance of this permit/application and any subsequent inspection approvals or Certificates of Occupancy shall not be construed
to give auth• ty hole cancel the provisions of any state or local law regulating construction or agreement conceming this property, or as a
warranty of conform- r e with he provision 'of an y-te or local laws regulating construction.
SIGNATUR
OWNER OR
APPLICATION ei
DATE
COUNTRY HOMES SUPPLY Fax:509-466-6970 Maya 8 '98 13:56 P.01
StNI IST 0 0-U0 it -VL r W13C
Member 0)agram
I 0 CI EX
AUL Lei-
BOISE CASCADE - BC CALC 5.0 DESIGN REPORT
SINGLE - 5 1/4" x 18" V -L 2800
Job Name - Condron
Address - 1305 Genitor/
Ciy. State, Zip -
Cade Reports - N 2,1Ce04845,S8CC19643,110GA9819
V
Customer
Specifier
Paoprter
Misc
FIB
Nate:
UVU TUU UJIU,T 6/ 6
Friday, May 08. 1009 t 1:36
Country Home.
Jeff Olson, PE- Boise Ceecede
- V -L Beam w/ 1-dla. holes
1
Mindere PSF Load - 40115
4031# LL
17690 OL
TrbutaryOii ..T .._ .-_ _ _ t ,. I
,.. ,. Told Length; 21-00-00
5289, LL
27380 DL
Untitled
Gana& Data
Member Type,
Number of Spens
Left Cantilever
Right Cantilever
Sopa (mra)
OC Spacing (in)
Repetitive
Construction Type
- Floor Deem
- 1
-NO
. NO
Uva Load (psf) - 40
Dead Load (psf} - 15
Partition Load (pat) - 0
Partition (%) - 100
Disclosure
The completeness and accuracy of
me input must be verified by anyone
whoMould rely on the output as
evidence of sunablllty fa a partcutar
application. The output above S
based upon building coda-9ccepkp
design properties and analysis
methods. Instafalion of Roue
Cascade engineered Wood products
meal be In accordance with the
Mere Intdabetion Guide andlhe
appecebte building codes. To obtain
an Inaalladon Guide or If you nave
any Queationa, please call
(800)232-0758 berme starting
product al0talaaon.
Load Summary
ID Deeatbon
S
2
3
Controls Summary
Control Type Value
Moment 48993 hfis
End Seiler 7041 lbs •
Total Deft U 368 = 0.703 in
Live Deft I/ 517 a 0.487 in
Span / Depth 14.0
Lead Type Ref. Hart End
tint. Standard Left 00.00-00 2149.00
Unr. PLF Left 09-00-00 21-00-00
Ont. PIS Left 09-0040 21-00-00
Cone LBS Lag 09.0040 00.00-00
% Allaeobla
67.4%
34.1%
67.0%
69.6%
NOTES:
Minimum END bearing length is 1.7'.
Design meets Coda minimum (1/240) total bad deflacbon mleria
Design menta User Specified (U360) five load deflection criteria.
r.
the Dead Was Oar.
40 15 01-00-00 100
240 150 NO 100
120 60 We 100
4180 1095 Wa 115
Leadeaa Span Location
3 1 -Internal
3 1 -Right
3 1
3 1
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/r.
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