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PLANS PER IT
MUST BE KEPT Og OR
NO INSPECTION WILL mortar
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M.L.W.L:
z Wilco Construction, Inc.
10751 Orange Ave. LIMITS OF RIP RAP O
Ft. Pierce, FL 34945
o 772-460-6928
SCC #131151026
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RIGHTS UNE N o
RIPARIAN Lebel Residence jv
I 10701 S. Ocean Dr., Lot 924
Jensen Beach, FL 34957 I
10.0 1
IPropose
1N 4 Piling
I Waterbody:
Boat Lift
Indian River
I Width: varies �\
10000f
II I I I I I I i j Existing dock to b \\ \\ Oo Oo
, rebuilt to same LIMITS OF RIP RAP
I 09 5 10 SCALE dimensions
and location o
t_INE R
RIGHTS
RIPARIAN gy m�
4= CONCRETE_
Z: Daniel Paul Rethe ,
72451 ,',LIMITS IF'- RIP RAP SEAWALL
TI-SE PLANS AND ALL PROPOSED WORK ®�� 0r ..� SET NAIL & DISK
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024IMMIr1VMQ1n11.rAsr�rn�+��u?�r ��11�If111111�IC`A111.IL'7�J9U�� i*§,F�349i�TA: J'ED BSM LB 8155
r-,'IAY DE INECES "IN QPDER TO
COMPLY WITH ALL APTLICAEUP CODES. ° .
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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
Budding Code (6th Edn.).
All codes reference herein
are per the latest adopted
edition.
I
i
STRINGERS:
As exists or if replaced to be,
2"x8" 0.4 or 0.6 ACQ spaced _
at max. 24" with min.1/2" SS
lag bolts on each piling (lap
spliced)
•
I
Blocks:
To be added as needed:
2'x6"x12" 0.4 ACQ strap
blocks @mid stringers
(fastened whin. 3 ea.
min. 3" SS screws/nails)
i
6' min.
penetration
Width: As Exists
Decking:
As exists or if replaced to be,
2"x6" 0.4 ACQ #1 Decking fastened
w/min. 2.5" stainless steel screws
Nails Typical
Joist:
As exists or if replc,
to be,
2"x8" 0.4 ACQ on
each side of piling.
Bolted w/ 5/8"
SS cut rods.
M.H.W.
M.L.W.
RIVER BOTTOM
Pilings:
As exists OR if
replaced to be
min. 8" 0, 2.5 CCA
PT wood,
max. 10' 0
0 y
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Li
Lebel Residence-
Wilco Construction,
m
:Cross View
Dock Structural
Inc.
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