HomeMy WebLinkAboutPlansP� o REN
STATE OF
FLORIDA
IFO an Road
F.rjrt L 34947
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10701 S. Ocean Dr., Lot 837
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Jensen Beach, FL 34957
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bfffoBco Constructio�l, 0rnc. Date: 9/6/20
Q � ))460=6928;FAX(772)460-6929
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Wilp
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Waterbody:
Artificial canal
off of the Indian River
width: varies min. 100'±
1iiiuiiiihI111111d
0' 10, 20'
NOTE: Scale
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"02" prestressed concrete up to 20' length.
5. Plat width is 35'±.
6. King Wor Batter pilings to be field located, as needed.
7. 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.
7 -WCO `
King Pile (8' OC+/-)�
(Vert at panel seam)
Batter Pile (8' OC +/-)
(Angled 4:1+/-,
@ panel midpoint)
Existing
Concrete
Seawall
to Remain
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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 Wor Batter pilings to be field located, as needed.
6. Elevation of new seawall cap to be field located and to be
approximately 2'+/m above existing cap.
7. Max. 16" seawall cap overhang waterward side
of seawall panel , I irinq I Ionl<
Horizontal
and Vertical
New Concrete Panel
(B" thick x 8' wide x 12' long)
King Pile 12"x12"
prestressed
(Vertical at panel seams).
1
The work specified herein
has been designed and all
work shall be in accordance
with the 2017 Florida
Building Code (6th Efl.
All codes reference herein
are per the latest adopted
edition.
OF
4• Ilk 91
4
v
Permit Numbcn
a r
56-393034-001-EE
d
p Southeast District
O�
d
y V ,L S
pcs
#3 Ties #5 Bar 4"x28"+/- Concrete
@2' O.0 Cap Canl.
4"+/-
�; �.; .' Backfill Between
Existing Wall
& New Wall
Panels, as needed
Min.3'+/- mbedment
8' Concrete Panel for P neI
Langone Residence
10701 S. Ocean Dr., Lot 837
Jensen Beach, FL 34957
King pile
(lo be field
located)
Cross New Seawall for the Langone
Section Property (Lot 837)
Concrete Cap/Wall
#3 Reba
Ties
2' O�
alter pile
to be field
located
(angled 4:1+/-)
Pile (angled 4:1+/-
min. 3"
Expanded
iew
King Pile
rebar Q 11 +/_
5 pcs.
#5 rebar
ii3 rebar lies
@z' oc
#5 dowel with std.
hook epoxy-
12"x12" King set min. embedm(
Cone. Pile 6" 2 pc. per pile
Expanded
CANAL BOTTOM Batter P i I e �
50%min. min. 3"
penetration concrete PCs.
for ngs coverage 811+�- / #5 rebar
over rebar
2"x12" Concrete Pilings
pile
(lo be field
located)
12"x12" Baller
Conc. Pile
Wilco Construction, Inc.
(772)460-6928; Fax (772)46M929
re
3 bar ties
• `.. �—#5 dowel with std.
hook epoxy -
set min. embedme
6" 2 pc. per pile
NSE
=. �j r2as1 STATE OF'
ELORIDl_A
Scale:
Dim
ry