HomeMy WebLinkAbout0847.97.3I: re suggested c :drum
:.,e to a varlancti of codes per
r and comply with all your local
,.'Al vocal er61c.au :a fcr all
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fit cid height cf all walls.
ors shall to altgned over
i be .- 2z10's with 1,`" plywood
o :tcr -
:se n_ .d.
1 Ain tle flocr i3te under
r+,licl to .i_rectlon.
ginC at c:d point of span
...,x.I -.._ :n ail 11 ora.
r:.crs (inside ani outside
t:acej wI r I �",x plywood.
•aii be hi ::s at ti" o.c.
r7 c..r.cvle a. •;.c. at all
u th :.0 at all
v l extend down
i t •.r.:.,„ ,• r.: ..,,cement
t, 1 ty a t... i slab,
it:,:,'. , .r:y load. — a
upan for
...an 10'- 0'.
. t•s at u, p: I- t f vertical
% : 1 ',e b, c,: d c;'.: 1 :I,g joists
i
t ,,..is sl.a11 be
�,! 1 t A minimum.
i Iiocr .,..i ,f tr ❑sses are
ie nt,op
r 1 d engineer
is to �•d.
to bear
ry load
f .. -'ct floor
y -:n -ie beam
s to be
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to to
and meet
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