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PROPOSED DOCK TOP VIEW
(N.T.S)
Exist dock support pilings to be
utilized for construction
z
REVIEWED FOR
CODE COMPLIANCE
Y ST, LUCIE COUNTY
Proposed goatVft 12, BOCC
m
U
00
N
6.5,
Existing Dock - Canal '
_
3.5' 3
38.03' m.,.._,..._.�..._.__m.
LOT 14
_ 36.97'
26'
PAU6 WELCH INC.
MECH-EL CT -CIVIL ENG.
DATE: 01/26/2020 98461 L-7 ORE ST. #114
Cooper Franklyn Const, LLC PORT SAli�l 'JE CLUCIH'FL P.E.g
SCALE: NTS 74 Aqua Rd Drive FLA PAU� NO.29945
PAGE: 4 of 4 Jensen Beach, FL 34957
772-486-6173
MAf 8 2020
w
40
w
TYPICAL DOCK AND ACCESSWAY CROSS SECTION
(N.TS)
Stringers:
2x8" 0.4 ACQ spaced at 16" on center
max
Cross Member.
0.4 ACQ 2x8" thru bolted w/min.
5/8" SS all thread bolts. Center
sringers secured to Cross Member
w/ #16 SS R/S Nails
Existing Concrete Seawall -
DATE: 01/26/2020
SCALE: NTS
PAGE: 3 of 4
•
3' TO 6.5'
Decking:_
1"x6" Azek composite decking
fastened with #10x2,5" S/S screws.
1/2" spacing between deck boards.
Joist:
0.40 #1 grade, 0.4 ACQ 2"x8" thru
bolted w/min, 5/8" SS all thread
bolts
M.H.W — 1.8' I—
M. L. W — 0.o,
Cooper
74 Aqua Rev Drive
Jensen Beach, FL 34957
•
a
Max pile spacing 12" on center
r _ _
Pilings to be wrapped
w/heavy grade
polyethylene barrier wrap
9" Dia 2.50 CCA pilings with 6' min penetration
for dock 8 min penetration for boat lift
PAUL WELCH INC,
ECH-ELECT-CIVIL ENG.
84 SILT ORE ST. #114
PORTPAULT ELCH'P.EFL 984
Franklyn Const, LLC a LA R nlo2994s
772-486-6171
if
C