HomeMy WebLinkAboutPLAN VIEW - SEAWALL - DOCK - BOAT LIFTt,
3' King
Waterbody: X.
Artificial canal off
of the Indian River 5' Proposed
Width: varies 100'+ Dock
3'
max. 10'± OC
Dock Area over MHW• anelmided poit)
• panel midpoint)
88± sq.ft.
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0' 10, 20'
Scale
Proposed Orr Residence Proposed
Plan View Seawall, Dock, & Boat Lift
NOTES:
- - - 1. King -(vertical) pilings: -min. 4,-max. 5 --
2. Batter (angled) pilings: min. 3, max. 5
3. Concrete 5000 psi
I s 4. King Wor batter pilings to be field located.
OC 5. Dock not to attach to seawall.
6. Boat not to extend beyond 24'6" as
\ p pe measured perpendicular to seawall.
�1'Gipe
xisting
Concrete
Seawall
Lot 811
Orr Residence
10701 S. Ocean Dr., Lot 811
Jensen Beach, FL 34957
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Wilco Construction, Inc. Date: 9/20/18,
(772)460-6928; FAX(772)460-6929. 3/28/18
A.
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:
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)
•
Blocks:
To be added as needed:
74"x12" 0.4 ACQ strap
blocks @mid stringers
(fastened w/min. 3 ea.
min. 3" SS screws/nails)
6' min.
penetration
Width: Varies
Decking:
2"x6" 0.4 ACQ #1 Tropical Decking fastened
w/min. 2.5" stainless steel screws
Nails Typical
Joist:
As exists or if reple
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:
min. 8" 0, 2.5 CCA
PT wood,
max. 12' OC
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Cross View
Orr Residence- Dock
Wilco Construction,
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Structural
Inc.
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