HomeMy WebLinkAboutPILLNGS PLAN3'
Waterbody:
Artificial canal off of
the Indian River
Width: varies 100'±
Proposed Dock Area
over MHW:
88± sq.ft. 5'
Prop sed
Boak Lift
3'
Kin Pilin s
max. '± OC"
iosed
w
DockX.�
Batter Pilings
max. 10'± OC
(Angled 4:1± @
panel midpoint)
posed Mendez Residence Propo:
Plan -View Seawall, Dock, & Boat Lift
3
-NOTES -- — -
1. King (vertical) pilings: min. 4, max. 5
2. Batter (angled) pilings: min. 3, max. 5
3. Concrete 5000 psi .
4. Number of king &/or batter pilings to .
be field located/determined.
prOpe/S. Dock not to attach to seawall.
e 6. New seawall to be within 18 face
face of existing.
3�±
14'
3'
Mendez Residence
10701 S. Ocean Dr., Lot 809
Jensen Beach, FL 34957
r posed
Se wall
w/i 18" of
exi ting
se all
' - S
0';`��, off=
V dinea's'
c
y Pi �- r
Wilco Construction, I `Pie'.a:
V 9n
(772)460-6928;FAX(772)4601-!-6929'a
y� =20'
n a s[
•ar C
17/18
40
ST. LUCIE COUN ,
BUILDING DIV
REWE D
FOR CO LI E '
REVIEWED BY
DATE lifiel/4.l.
MUST BE KEPT N JOB OR
NO INSPECTION WILL BE MADE
THESE PLANS. AND. ALL PROPORD WORK
I• iE MgCT TO ANY.CDARECTIONS
PECUIRrb BY -FIELD 1�44SGTORS?�T '
IJAY UE NECESURY I,N dRDER M v,
COMPLY WITH k! L-APPLICAMLE E00123, �
� rXxl lvoj
�I,I II31SNOdS3� 3H13uy
1031nmoo
A
. i
l�
TYPICAL DOCK AND ACCESSWAY CROSS SECTION
(N.T.S.)
The work specified herein
has been designed and all
work shall be in
accordance
with the 2017 Florida
Building Code (6th Edn.).
All codes reference herein
are per the latest adopted
edition.
STRINGERS:
2"x8" 0.4 or 0.6 ACQ space
at max. 24" with min.1/2" S
lag bolts on each piling (lap
I
11
i Blocks:
To be added as needed:
211x6"x12" 0.4 ACQ strap
blocks @mid stringers
(fastened w/min. 3 ea.
min. 3" SS screws/nails)
I
i
6' min.
penetration
Width: As Exists
Decking:
2"x6" Tropical Decking
0.4 ACQ #1 Decking fastened
w/min: 3" stainless steel screws
(2)16d Toe
Nails Typical
Joist:
As exists or if replE
to be,
2"x8" 0.4 ACQ on
each side of piling.
Bolted wl 5/8"
SS cut rods.
I.W.
M.L.W.
CANAL BOTTOM
u
Pilings:
min. 8" 0, 2.5 CCA
PT wood,
max l
W13p,.
s
_
Cr
=9
fees•= ; .
'
ai'
1<
d
a) it
c.
"coLd
0
® e.
IL.
Cross View
Mendez Residence-
Wilco Construction,
Al
Dock Structural
Inc.
m
-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 &/or Batter pilings may be field located, as needed.
7. Elevation of new seawall cap to be field located.
r-Lifting Hooks
#5 Bar
He
and
The work specified herein
-has been designed end all
work shall be in accordance
with the 2017 Florida
Building Code (6th Ed.).
All codes reference herein
are per the latest adopted
edition.
min. 3"
coverage
-5 PCs
#3 Ties I #5 Bar 4"x28"+/-
New Concrete Panel
(8" thick x 10' wide x 12' long) Z.-
4"+/-
King Pile 12"x12"
prestressed
y •`.
(Vertical at panel seams)
Backfill Between
a
-
Existing Wall
& New Wall
a q
Panel
m
7
°
o
Min.3'+/-Fmbedmet
}
'
;a
for P nels
:A
L_ J
<18" (face
to face)
Mendez Residence
10701 S. Ocean Dr., Lot 809 Concrete Cap/Wall
Jensen Beach, FL 34957 10'+/-Panel
28.1+/-
King pile @
panel seam
(vertical)
5 pes.
Enlarged New Seawall for the Mendez
Cross Property (Lot 809)
Pile (angled 4:1+/-
CANAL BOTTOM
50% min.
penetration
for pilings
12"x12" Concrete Pilings
Geotextlle Filter
Cloth along backside
(landward side) of wall
Expanded
_ iew
King Pile
oncrete
Ter rebar tl Pc
8 'r /- #5 re
3 rebar tied
14F-,.,.hook
2' OO
• el with std.poxy-
12"x12"King. embedmenConc. Pil. per pile
Expanded
m .3" Batter Pile
Crete
overage
verreba pas.
8�1"f'/- #5 rebar
3 rebar ties
14" @2' OC
5 dowel with std.
hook epoxy-
12"x12" Batter f " : set min. embedmr
Conc. Pil 6" 2 pc. per pile
o � �
-- `-King pile @ a ��
Ties
2' OC Panel seam -
(vertical)-
atter pile Dallfbt
anal midpoint
(angled 4:1+/-) �;y'"�+ °LI at
Wilco Construction, InC!wtP r� `! :°7/17/18
(772)460-6928; Fax (772)460-6929 d'° °Cale:
Dim