HomeMy WebLinkAbout1989, 10-17 Permit App: 89004094 Garage^ ~
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SPOKANE COUNTY DEPARTMENT ��OF BUILDING AND SAFETY
W. 1303 BROADWAY AVENUE
SPOKANE, WASHINGTON 99260
(509) 456-3675
I certify that I have examined this permit and state that the information contained in it u submitteduv me or my agent to compile sald permit 18 true and correct.In
addition, I have read and understand the INSPECTION REQUIREMENTS/NOTICE provisions included herein and ag ree 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 that the issuance of this permit and any subsequent
Inspection approvals or Certificates of Occupancy shall not be construed to give authority to violate or cancel the provisions of any state or local law regulating
construction, or as a warranty of conformance with the provisions of any state or local laws regulating construction.
SIGNATURE OF APPLICATION
OWNER OnAGENT nATs
PROJECT NUMBER= 89O04094 DATE= 10/17/89
APPLICATION
***************************** APPLICATION ****************************
%ITE %TREET= HATHERLY CIR
ADDRE%%= SPOKANE WA 99206
PERMIT U%E= DETACHED RAuE
PARCEL�= 33544-O32
few~1_
6 :tilts
PLAT4= 801146 PLAT NAME= HATHERLY'% %UB
BLOCK= 2 LOT= 21 ZONE= RMH DI%T4=
AREA= F/A= F WIDTH= DEPTH= 89
4 OF BLDG%= i 4 DWELLING%=
OWNER= DAVID%ON, TRACY
%TREET= 42�:
ADDRE%%= %POKNE
PHONE=
CONTACT NAME= GARY COOK JR PHONE NUMBER= 2O8 773 2563
BUILDING %ETBACK%: FRONT= 30 LEFT= NA RIGHT= 5 REAR= 35
*****************************
REVIEW INFORMATION
DEPARTMENT NAME REVIEW COMMENTJ
--------
BUILDING & %AFETY %ETBACK REVIEW REQUIRED
4s4
----- d
------
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********************
DATE
IN/OUT INITIAL%
------ -------
GMW
COUNTY PLANNING %ITE PLAN REVIEW REQUIRED 891017 GM^
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/01747.
airs /4 4- 20-1-647tAGe 13 issaev iNeDAViterd-
****************************** BUILDING PERMIT *��*************************
STREET= 577O N HAU%ER LAKE RD
ADDRE%%= ID 83854
NEW= X
DWELL UNIT%=
24
PHONE= 8O0 634 4914
REMODEL= ADDITION=
OCCUP, LD= BLDG MGT=
36 %Q FT= 864
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