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130 S. Indian River Drive
Suite 202
AR ®EA Fort Pierce, FL 34950
Environmental Consultants (772) 977_4141
119 Queen Elizabeth Court
Hutchinson Island, FL 34949
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Sheet 1 of 4
September 26, 2019
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SF Dock to
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Existing 91 SF Dock / L{,
to be replaced in a / —j 0
same footprint and 26'
configuration
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3.5' 4y / z
c�o /Q��° 119 Queen Elizabeth Court O
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Residential Canal
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AR D EA 130 Suite ndianRiver Drive Richard Schneider
Suite Pier 119 Queen Elizabeth Court
Fort Pierce, FL 34950
Environmental Consultants (772) 577-4141 Hutchinson Island, FL 34949
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Road
Permit Number
District
only
Sheet 3 of 4
September 26, 2019
Existing
Seawall
Dock Thru Section
3.3 feet+/ -
SG Bolts, Nut, Washers
+ 5/6" S.S.(304) w Nut Fully -
d Threaded @ Bents r�
N 2" x 6" Tropical #10.40
x'x6'lags treated SYP Decking w/
Por gtdngers minimal plank spacing.
a Fasten w #10 3" SS (304)
Screws, 2 per Stringer
2' x B" P.T. SYP, 0.40 ACQtreated
stringers.
2" x 10" P.T. SYP, 0.40 ACQ treated
_ MHWL DBL bents
MLWL.•
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Barren RirerBottom +•+•+•+•M1•M1•+
• 1jM1j1.4•M1•M1•+•1j1{1
Min. 9" Dla. 2.5 CCA Tre
M1.M1�+�•,,+:+ M1 M1 + with 6' minimum em
of to scale, for
A R D EA 130 S. Indian River Drive
Suite 202
Fort Pierce, FL 34950
Environmental Consultants
(772) 577-4141
Dock Plan View
3.5 feet +/-
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Permit Number
Stdnges 26 } O oovwow-voo-xsx•.
spacing max.
Center Stringers tied down with Southeast District
2" x 6" x 12" 0.40 treated pine w
14 r t 2PC 3" SS Screws @ea member
e rr,�,x��dd e: FBC 2017 6V ADD/FRC 2017/ASCE 7-10
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. F) 'o` ' K Wind Speed: 170 MPH, 3 Second Gust Exposure "D"
m%Importance Factor: 1.0
r Internal Pressure Coeff.: 0.00
rm Sib se$ Height: <10 Ft. Mean
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119 Queen Izabeth Court Sheet 4 of 4
September 26, 2019
Hutchinson Island, FL 34949