1992, 06-26 Permit: 92002052 Inspect•
•
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w 6106 Kittitas
Spokane wA 99208
June 26, 1992
Mr. Ted Miller
N 10012 Comanche
Spokane, WA 99208
protect: Residence at E 14515 5th
Spokane County Dept of Buildings Proiect # 92-2052
Mr. Miller:
I met with you on Thursday morning, June 25, and inspected the
garage roof trusses on the above mentioned prosect. The trusses
are built up members with double 2x6 top and bottom chords and 1/2
inch plywood webs. They span 26'-0" and carry 13'-0" of tributary
ceiling loads and some roof dead and live load. Calculations
indicate they will not carry design loads within allowable stresses
at a 26'-0" span. The best solution at this point is to install a
column at the midpoint of each truss. A 4x4 or double 2x4 is the
minimum size for the design loading.
I am available for further review if required.
Sincerely,
IAN, C.
John Fulginiti,
Civil and Structural Engineer
Washington License #18621
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JOHN FULGINITI, P�
Structural Engineer
W 6108 Kittitas
Spokane WA 99208
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J019N FULGINITI, PE
Structurai,Engineer
W 6106 Kittltas
6pOkane WA 99206
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HOMES
PAINS
TELEPHONE: (509) 409-2323 • W. 201 FRANCIS AVENUE • SPOKANE, WASHINGTON 99205
FAX: (509) 489-3333
COVER SHEET
TO: , .
N.: R c 0,4,y ,_ _
COMPANY: 42dceae CwATy /30: 1)(3_
FAX #: VS,rr, - c('7D� / TODAY'S DATE: C, a?- ra
FROM: �/
NAME: Ted (4? U� T
(3& ' NUMBERS OF PAGES: /
(including cover sheet)
COMMENTS:
S # S99NIQZLQ AO 1d3QE£2226917609
WJES:32 36-63-90 _ •:AH IM G