1979, 09-28 Permit: 79-1971 InspectY
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INSPECTION RECORD
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E. 11307 FREDERICK 9-25-44 ' 1100
'OWNER
, LOCATION
SANE RES.
CONTRACTOR TYPE OF RK
N 29 S30 E 63 w 12-
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SPOKANE COUNTY
BUILDING CODES DEPARTMENT
CORRECTION NOTICE
This work does not conform to the requirements of the Building, Plumbing and
Mechanical Codes in the following:
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DATE: ; ll7-1
For further information call Inspector
at 456-3675 between the hours of 3:00 PM and
4:00 PM weekdays.
0
OWNER
CORRECTION NOTICE
CONTRACTOR
JOB ADDRESS I /17 flL(.4. f /(
An inspection of the above address was made on //-0 19_
and revealed the following code violations:
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The above is referrenced to Section/s
of the
SECTION 3-02.130 of the Spokane County Code States; "VIOLATION PENALTY."
Any person, firm, or corporation violating any of the provisions of this code shall
be deemed guilty of a separate offense for each and every day or portion
thereof during which any violation of any of the provisions of this code is
committed, continued or permitted. After notification and upon the conviction
of any such violation such persons shall be punishable by a fine of not more than
two hundred fifty dollars, or by imprisonment for not more than ninety days. or
by both such fine and imprisonment.
This notice is to request the above corrections be made within
days of the date of this notice. Failure to comply may result in
legal action against you.
Please contact this office for a reinspection.
1958
1
INSPECTOR
ROOF TRUSSES, INC.
7311 E. NORA WA 4-1161
SPOKANE, WA 99206
November 15, 1979
Jack Dwyer
Eagle Construction
E. 801 Rosewood
Spokane, WA. 99208
Dear Jack:
I have reviewed tEe changes and/or additions you have
-trusses at 11311 E. Frederick and the regular trusses at 11
and find that there will be no adverse effect on the chord
trusses.
The small additional loading on'the bottom chord of th
at 11311 E. Frederick by the attaching of the joist to the
not exceed the desigr load for these members.
The addition of°the outriggers to the bottom chord of
E. Frederick will actually have a tendency to relieve the d
trusses and will have no effect on the function of the trus
they extend back along the truss by a distance approximatel
of the overhang.
made to the scissor
307 E. Frederick
members of those
e scissor trusses
bottom chords does
the trusses at 11307
own force on the
s provided that
y two times the length
Should you have any further questions please do not hesitate to call me
at 924-1161.
AG:vrw
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