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LOUIS J. GABRIEL, P.E.
9610 BROKEN OAK BLVD.
JACKSONVILLE FLORIDA 32257
1 / 6 /1998
Re:-Wind Loading Requirements For The New Residential Addition Located
1030 Beach Ave. , Atlantic Beach , Fl.
TO WHOM IT MAY CONCERN:-
The architectural plans of the subject addition have been reviewed by myself for compliance
with section 1606 of the 1994-SBC for wind speeds of 110 mph and concluded that the
residence structure will satisfy the wind loading requirements of section 1606 of the 1994-SBC
as long as sheets #6 thru #11 of the architectural drawings are satisfied.
It shall be noted that the following criteria were assumed throughout the review and analysis:
a) that the lateral diaphragm of roof and Hoar sheathing/trusses system is of the flexible type,
b) that the shear walls segments will interact in unison due to their attachment to the above
mentioned lateral diaphragm, c) that the entire roof uplift forces will be transferred to the
footings through the use of metal strapping ;thus, the uplift resistance of the designated shear
walls sheathing will be neglected, d) that the shear wall segments will distribute the designated
shear forces based upon their rigidities, e) that I have,~.,~,w~geefe $oil
co~~~ aR ~~~ ~ ~ahallow boo bearing ~~
~~fr~~`°y differing
c~~,~~,ii. be sp~l,.ai~rle footing
f) that the ceiling sheathing will provide adequate lateral resistance and will relieve the ceiling
joists of any shear forces acting normal to their longitudinal axis.
Please let me know, if further help is needed.
Sincerel _
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Louis J.~Gabriel, P.E.