HomeMy WebLinkAboutDOCK PLANProposed
Waterbody: Dock (88 sq.ft +)
_—_ _Canal--off-of-the- --
Indian River, I�
min. of 200'± MIIWIMLVV---N T
[SI► —c�c�2
ST. LUCIE COUNTY
BUILDING DIVISI
REVIE�MED
FOR COMPLI N
REVIEWE�jjD By
DATE 11(VI
PLANS AND PER;117'
MUST BE KEPT ON POB OR
NO INSPECTION WILU BE MADE
THESEEPLAJ10 "ND ALL P20POSED WORK
AReS1J!':�CTTOANYCMi EC IONS
RE(AUIRED 8Y F IELD INSFEMRS THAT
K�-Y PM MCE63ht 'f lit ORDER TO
CONCEALED FASTENERS OR ATTACHMENT-
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
0'
7 Proposed 4 piling
/r// Boat L-ift-- -
10'
Scale
WcMICCr,4 1 iKe �o PEE -724 //CON rea
® Gf9 '•7C �c
e
140ifla Road 4��1�®
Fort Pie e
Proposed Stevens Residence Proposed Wilco Construction, Inc. Date: 8/28/18
Plan View Dock & Relocated Boat Lift (772)460-6928;FAX(772)460-6929
Pilings:
TYPICAL DOCK AND ACCESSWAY CROSS SECTION min. 8"0, 2.5 CCA
(N.T.S.) PT wood,
Ot'11111/j1j.max. 12' OC
Jyp� m \\ q ��
The work specified herein
��s �,• �
� ■
has been designed and all
ul RI herfc&,
work shall be in
E
®� ®„
accordance
with the 2017 Floridaco
Building Code Edn.).
��450Al
(6th
14' )Mpan Road
All codes reference herein
latest
Width: Varies F°ri �i �E1�3��4�����
".s� 'Z
are per the adopted
�X
�9%%p
edition.
p a, a a ! A1��'
STRINGERS: 4
Decking:
2"x8" 0.4 ACQ spaced 1 "x6" Composite Decking fastened
at max. 18"with min. 1/2" x 5" SS w/ min. 2.5" stainless steel composite
lag bolts on each piling (lap
decking screws
spliced)
RECEIVED
JAN 0 9 2019
ST. Lucie .County, Permit ing
.Y
�a: •.a. .•. ••.Urm
.�• ;.ia.. .�� '•
+.
�`'' � `` ••
2 16d Toe
Nails Typical
I I
Block
:---,
I I
To bE
added as needed: Joist:
2"x6"
12" 0.4 ACQ strap 2"x8" 0.4 ACQ on
I I I
blocks
@mid stringers each side of piling.
(fastened
whin. 3 ea. Bolted w/ 5/8"
I I
jl jl
II II
min.
" SS screws/nails) SS cut rods.
II II
II II_I
II i"
M.H.W.
I�
I I I I
M.L.W.
I
I
CANAL BOTTOM
6
I
I
Lj
penE
'nin.
tration
a
Cross View Stevens Residence- Wilco Construction, z
Dock Structural Inc.
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