HomeMy WebLinkAboutDRAWINGAERIAL
Medina Residence
10701 S. Ocean Dr., Lot 637
Jensen Beach, FL 34957
FFSS 0 Pi
AERIAL
(enlarged)
Medina Residence
Ocean Dr
FL 34957
Existing Medina Residence o
10701 S. a Lo
Plan View Jensen Beach, FL 34957 �O XI V Ls'
RETHF
oP U
SIONP
Medina Residence
10701 S. Ocean Dr., Lot
Jensen Beach, F4,a57
�"�olco Construction, Inc® date: 6/20120
1=�
NOTE:
1. Concrete to have a min. Compressive Strength of
5000 psi @ 28 days.
2. Install new concrete seawall panels directly in front
of existing seawall, within 18" face to face.
3. Pilings final hammer driven to a min. of 5 tons each.
4. Pilings to be 12"x12" prestressed concrete up to 20' length.
5. Plat width is 35'±. 4
King Pile (10' OC+/-)
6, King Wor Batter pilings to be field located, as needed, (Vert at panel seam)
T Elevation of new seawall cap to be field located.
8. Cap to be 14"x28" w/#5 rebar, 5 ea. cont., #3 ties at 2' OC.
0
A�My Z/6P
s
Waterbody: r � T 4
Artificial canalMW
off of the Indian Riv ` Existing 3e+I-
width: varies 9000'± Concrete
Seawall - • • -
1 1 1 1 1 U1 1 I U I I I I I I I I to Remain MFIMAL I1 1 • •
0' 10, 20'
sualu
Batter Pile (10' OC +/-)11
(Angled 4:1+/-,
@ panel midpoinf)
Permit Number dir
4 � �
so utheasd i to i� A$
NOTE:
1, Concrete to have a min. Compressive Strength of
5000 psi @ 28 days.
2. Install new concrete seawall directly in front
of existing seawall, within 18" face to face.
3, Pilings final hammer driven to a min. of 5 tons each
4. Pilings to be 12"x12" prestressed concrete up to 20' length.
5, King &tor Batter pilings to be field located, as needed.
6. Elevation of new seawall cap to be field located.
#5 Bar
He
and
oks
New Con�2te-PaneL
(8" thick x 8' wide x 13' long),
King Pile 12"xl2"
prestressed
(Vertical at panel seams)—
Backfill Between
Existing Wall
& New Wall
Medina Residence
10701 S-. _Ocean Dr., Lot 637 28
Jer FL 34957
King pile
(to be field
located)
LU
1{�-, Vitt ' 3R .. •, nni
The work specified herein
has been designed and all
work shall be in accordance
witIn the 2017 Florida
Building Code (6th Ed.).
All codes reference herein I
are per the latest adopted
edition.
pcs
#3 Ties #5 Bar 41'X28'P+/_
cap Cont.
1:.•'... 4"+/-
3'+/_ Jmbedment
for P nets
ctr�;� �,,,�t ,, �awall for the Medina
Section Property (Lot 637)
Pile (angled
i CANAL BOTTOM
' 50% min.
! penetration
for pilings
to face)
Concrete Pilings
Concrete Cap/Wall
#3 Reb
Ties
2' OC
attar pile
to be field
located
(angled 4:1+/-)
Expanded
King Pile `
min.3" oncrete
:rage ver rebar Q 11+/-5 ebar
3 rebar lies
14tt @2' OC
#5 dowel with std.
hook epoxy-
12"x12" King i.', set min. embedme
Conc. Pil 6" 2 pc. per pile
Expanded
Batter Pile
min. 3"
concrete pcs.
coverage 8tt+ #5rebar
over rebar
3 rebar ties
14" @2' OC
5 dowel with std.
�. hook epoxy-
12"x12" Boller set min. embedme
Conc. Pill 6" 2 pc. per pile
•;:
Permit Number
56-393023-001-EE
Southeast District
Wilco Constructions
(772)46M928; Fax (772)46M929
6/20/20
Scale:
Dim