HomeMy WebLinkAboutTYPICAL DOCK - ACCESSWAY CROSS SECTIONy
Pilings:
TYPICAL DOCK AND ACCESSWAY CROSS SECTION As exists OR if
(N.T.S.) replaced to be
min. 8"0, 2.5 CCA
PT wood,
The work specified herein max. 10' OC
has been designed and all SCANNED
work shall be in
W. Lucie County
with the 2017 Florida
Building Code (6th Edn.).
All codes reference herein Width: 4'
are per the latest adopted
edition.
Decking:
1"x6" Envision Composite Decking fastened
wl#10 x 2.75" stainless steel decking screws
11\� LTAM1 Ilk
Nails Typical
Blocks:'
To be added as needed:
Joist:
=
;
2"x6"x12" 0.4 ACQ strap
2"x8" 0.4 ACQ on
'
�' '
`.
Sb4.
blocks @mid stringers
each side of piling.
o
(fastened wlmin. 3 ea.
Bolted w/ 518"
min. 3" SS screwsinails)
SS all thread thru
bolts.
6' min.
penetration
RIVER BOTTOM
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Parvin Residence-
Wilco Construction,
Cross View
Finger Pier Structural
Inc.
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TYPICAL DOCK AND ACCESSWAY CROSS SECTION
(N.T.S.)
The work specified herein
has been designed and al
work shall be in
accordance -
with the 2017 Florida
Building Code (6th Edn.).
All codes reference hereir
are per the latest adopted
edition.
STRINGERS:
2"x6" 0.4 or 0.6 ACQ space
at max.16" with min.1/2" S
lag bolts on each piling (lap
spliced)
Blocks:
2"x6"xl2" 0.4 ACQ strap
blocks @mid stringers
(fastened wlmin. 3 ea.
min. 3" SS screws/nails),
6' min.
penetration
Dock Width Varies
Decking:
1 "x6" Envision Composite Decking fastened
w1#10 x 2.75" stainless steel decking screws
Pilings:
min. 8"0, 2.5 CCA
PT wood,
max. 10' OC
e .e
d:e
Ejjsting.Seawalt
e :e
a e
2 16d Toe
Nails Typical
Joist:
a..
2"x8" 0.4 ACQ on ,
\\II IAapofside of piling.
`a�\\� 1861te 46518"
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5 qOaiHlS
t - GSy� 1./� v. • °
Daniel PalVJ2�Word,
P.E.#7245Y��s;f3Di;;:
1402 Hartman Road 1111111 °
Fort Pierce, FL 34947 '.
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Cross View
Parvin Marginal Dock
Wilco Construction,
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Inc.
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