HomeMy WebLinkAboutDRAWINGAERIAL
(enlarged)
Ross Residence
10701 S. Ocean Dr., Lot 638
Jensen Beach, FL 34957
` � �i.
�.�
`�
M
��`r� pF sNY�$o*
4 �,
y
4 ,j
4 Permit Number s
a r
56-393026-001-EE ti
p, Sonlheasf District y°
,� �.i� ro
0 0
?a�
r-
T
0
;� ��..,o� - w
� � ,�ne.��� ��;'
�� ,.:SSION P�'
- �, ---- - -r- �.
Existing R®ss Residence
.� 0701 S. Ocean Dr., Lot 63�
Plan View Jensen Beach, FL 34957
a Nor
Ross Residence *"'��
10701 S. Ocean Dr., Lot 638
Jensen Beach, FL 34957
V�r9o0co Construction, Inc.
(772)460-6928; FAX(772)460-6929
Date: 6/20/20
r
f
NOTE: V i
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'±.
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" wl#5 rebar, 5 ea. cont., #3 ties at 2' OC.
n
L
King Pile (8' OC+/)
(Vert at panel seam) r
k. 1
Waterbody: Batter He (8OC +l-) 44
Indian River (Angled 4:1+1-,
width: varies 9000'± @ panel midpoint) se.r-
e
Existing
•• Concrete
01 10, 20' SeawallLot 638
scale to Remain MHWIM M� Jensen Beach, FL 34957
pfo
p0�fk
w Permit Number �
o r
a
1
p soudw ast District y
r
fk0
Y
J� ®� -
'ra
a
w'
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.
8. Elevation of new seawall cap to be field located.
#5 Bar
He
and
Hooks
1
New Conc�tef�aaeL
(8" thick x 8' wide x 13' long),
The work specified herein
has been designed and all
woIF shall be in accordance
with the 2017 Florida
Building Code (6th Ed.).
All codes reference herein
are per the latest adopted
edition.
pcs
#3 Ties #5 Bar 4"X28I1+/.
@2 OIC (Cap Cont,
�
King Pile 12"x12" "
prestressed �\
(Vertical at panel seams) /
Backfill Between
Existing Wall
8 New WallMot
Panels—.00000,000I IF
a
min.3'+/_ Fmbedment
for P net
r ;l:
<18"ice
to face)
Ross Residence
10701 S. Or eanB, Lot 638 28
JenseXB957IF l
King pile
' (to be field
^ i located)
PRE
V v
ross mall for the Ross .
section Property (Lot 638)
Concrete Cap/Wall
Pile (angled 4:1+/-
Cq� FROM
50% min.
penetration
for ngs
2' OC
after pile
to be field
located
(angled 4:1+1-)
2" Concrete Pilings
pile
(to be field
located)
Expanded
iew
King Pile
min. 3" oncrele
coverage verrebar 81t +/_(#5 ebar
3 rebar lies
141144 @2' OC
:r .
IF I
5 dowel with std.
hook epoxy-
12"x12" King �.set min. embedme
Conc. Pit 6" 2 pc. per pile
Expanded
Batter Pile
concrete tt pcs,
coverage 8 #5 rebar
over rebar
3 rebar lies
14tt @2' OC
"5
12"x12"Bailer
Conc. Pile
R�
4
e
01
Permit Number
a
56-393026-001-EE
t
p Southeast District
#o
1
0
i o
41V1a�
Wilco Construction, Inc.
(772)46011116928; Fax (772)460-6929
dowel with std.
epoxy -
set min. embedme
pc. per pile
s
r
Date:6/20/20
Scale:
Dim