HomeMy WebLinkAboutPLAN VIEW SEAWALL - DOCK - BOAT LIFTNOTES:
1. King (vertical) pilings: min. 4, max. 5
2. Batter (angled) pilings: min. 3, max. 5
3. Concrete 5000 psi
3' Kin Pilin s 4. King Wor batter pilings to be field located.
Waterbody: max. '± OC 5. Dock not to attach to seawall.
6. Boat not to extend beyond 24'6" as
Artificial canal off P measured perpendicular to seawall.
of the Indian River 5' ProposedDock v , Ae�y��ne
Width: varies 100'+ ._6. SCANNED
xisting BY
Concrete St Lucie County
• Seawall
Lift
3
3'
Batter Pilings
max. 10'± OC
Dock Area over MHW: anelmided poit)
panel midpoint)
88± sq.ft. 181c, - a504
ST. LUCIE COUNTY
BUILDING DIVISION
RW—M
ESE PLANS AND ALL PROPOSED ti'Iu;i
FOR ° F� �, m ,
REVIEWED BYE SUBJECT M ANY COMM., l .{��
DATE le! 3' LQUiRED BY MELD li lSP61� 1 �I � + ,
PLANPa I J2eMUST BE�YEfdECES�1<iPdOt?DERTQI.E. 4.�D°°NO INSPECWXY WITH k1i APPUCAU'1_li CODES,
I I I I I I I I I I I I I I I I I I I 1402 Hartm;i'Fort Pierce, FL
o' 10' zo' ONMEO FASTENERS OR A77ACHMENTB
Scale ARE THE RESPONSIBI[ITY N TUG
Lot 811
Orr Residence
10701 S. Ocean Dr., Lot 811
Jensen Beach, FL 34957
tine altlli�d�'���
— V. `w is
01
1100,
11 . AD �'
tftkf9r
Ric
s-
Proposed
Orr- Residence-P-r--® osed-
p
UUNT
CTOR OF�� Constr�lction,_lnc.— ____
Date: 9/20P18;
Plan View
Seawall, Dock, & Boat Lift
(772)460-6928;FAX(772)460-6929
3/28/18
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. Plat width Is 35't
6. King Bdor Batter pilings may be field located, as needed.
r-r.ittinn Hooks
#5 Bat
He
and
The work specified herein
has been designed and all
work shall be inaccordance',
with the 2017 Florida
Building Code (6th Bd.).
All codes reference herein
are per the latest adopted
edition.
#3 Ties
@2' O.C.
New Conaele Panel
(11" thick x 19 wide x 12' long)_'
King Pile 12" xl2"
prestressed
(Vertical at panel seams)
Ba*fill Between
Existing Wall
&New Wall '
Panels
Min.3'+1- Fmbedment
tore neI
Orr Residence
10701 S. Ocean Dr., Lot 811
Jensen Beach, FL 34957
4114�PermitNumber
Q 56-363978-001,002,
003,004-C)C
O King pile
Southeast District panol scam
.1 (vertical)
Enlarged New Seawall for the Orr
--Cross -Property Lo�8 1 }
ection
-b pcs
#5 Bar 4",28"+/-
Expanded
King Pile
min.3" ncrete
coverage ver mbar
11 pes•
8 +/— #5 rebar
mbar ties
14't
•- O2' oC
5 dowel with std.
' hook epoxy -
;
King
12'k12" King
iset min. embedme
Canc. Pi
6" 2 pc. per pile
4:1+/-
BOTTOM
J 'i penetration
far pilings
<16" (fa(f�ce
to face) 12"x12" Concrete Pilings
35'+/- New
Concrete CapMall
2' OC
after pile
@panel midpoint
(angled 4:1+/-)
-xtlle Filter
along backside
yard side) of wall
pile @
panelseam
(vertQal)
Wilco Construction, Inc.
IGo=G928; Fax (772)460=GS
Expanded
m .3" Batter Pile
c crate
Average
ver reba
» 3 reber lies
®2' OC
5 dowel with sid.
hook epoxy-
12"xi 2" Batter " : set min. ernbedm
Cone. Pit ";`' 6" 2 pc. par pit.
�vV•G►VIV� � ���•�
P. 51
1402 iUrt®a�i•R�a�i,
Fort Plettes ;�aD
1/11t4111 0%N
Date: 3/28/18
Dim