05-1359(3)-017TOP OF T.B.
EL. + 10' -0"
TOP OF FIN. FL
EL + 0' -0" DATUM
EL + 16.12' (N. , V.d.)
TOP OF T.B.
EL + 12' -0"
ZONE 4
+P= 6Ob P.SF.
12
4F
TOP OF TIE BM.
EL + 21' -4" —
ZONE 4
+P= 58.8 P.SF.
-P= 403.9 P.SF
ZONE 5
+P= 6Ob P.SF.
-P-812 P.SF
ml
ZONE 4
+Pe 60.6 P.S.F.
-P=405.1 P.SF
po (F T.B.
Ell, 111] EIT]
ZONE 4
+P= 6Ob P.SF.
- P = -&E0 P.SF
TOP OF TIE BM.
EL + 21' -4"
ZONE 5
+P= (00.6 P.S.F.
-P--81.2 P.SF
SIGHT ELEVATION
SCALE : 1/4' = P -0"
12
—�4
ZONE 4
P.SF
LEFT ELEVATION
SCALE : 1/4' = V -0'
TOP O F T .B.
EL + 10' -0" ly
TOP OF FIN. FL
EL + 11�VD)
6. (N%)
THESE DRAWINGS HAVE $EEN PREPARED IN ACCORDANCE
WITH THE FLORIDA BUILDING CODE, 2001 EDITION.
J SE A. SANCHEZ, P.E.
�
CONSULTING ENGINEER
cI
STRUCTURAL P.E. # 40227
5001 S.W. 74th CT. #102
t1 MIAMI, FLORIDA 3-3155
(36) 668 -4555 FAX (305)668 -2206
E- -MAIL: jaspeftellsouth.net
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