HomeMy WebLinkAboutPlan View111111111111111111111
Property 0' 10, 20'
Line
� Scale
Matthews Residence
10701 S. Ocean Dr., Lot 865
Jensen Beach, FL 34957
4
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Permit Numbcr
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South
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- as vis'
Proposed Dock and Boat Lift for the
Plan View �Mafthpw,_ Rnsirianr_a
3'
/6
Proposed 4 piling
boat lift
roposed marginal
dock (100 sq.ft. over MHW)
Waterbody:
Man-made canal off
of the Indian River
Width: min.100'+/-
Wilco Construction, Inc. I Date: 12/20/19
(772)460-6928;FAX(772)460-6929
P_oPerty Line
to be installed
on top of existing
seawall cap.
No work in water.
Matthews Residence
10701 S. Ocean Dr., Lot 865
Jensen Beach, FL 34957
Property Line
m Permit Number
0
56-383517-001,002-EE
4
O JOUflledif DISTICI
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0' 10, 20'
Scale
e
3'
y
Proposed 4 piling
boat lift
roposed marginal
dock (100 sq.ft. over MHW)
12
Waterbody:
Man-made canal off
of the Indian River
Width: min.100'+/-
3'
�irrs-
Proposed Seawall CAP Repair Wilco Construction, Inc. Date: 12/20/19
Plan View Matthews Residence (772)460-6928;FAX(772)460-6929
The work specified herein
ias 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:
2"x8" 0.4 ACQ spaced
at max,16" with min.112" S
lag bolts on each piling (lap
spliced)
Pilings:
TYPICAL DOCK AND ACCESSWAY CROSS SECTION min. 8"0, 2.5 CCA
(N.T.S.) PT wood,
max. 10' OC
OF Ely
Width: Varies 4
m
a
APermit Number
Decking:
514"x6" Composite Decking fastened
wl min. 2.5" stainless steel composite
decking screws
To bE
added as needed:
2"x6"
12" 0.4 ACQ strap
block
@mid stringers
(fastened
wlmin. 3 ea.
min.
" SS screws/nails)
L
1 56-383517-001,002-
i
d
p Southeast District
1
0
Nails Typical /
Joist: J
2"x8" 0.4 ACQ on
each side of piling.
Bolted wl 518"
SS cut rods.
CANAL BOTTOM
Seawall
Side
1 I 6' min.
Li
penetration
Cross View
Matthews Residence-
Wilco Construction,
Dock Structural
Inc.
o
O
r
Property0' 10, 20'
Line Scale
3'
Matthews Residence
10701 S. Ocean Dr., Lot 865
Jensen Beach, FL 34957
ON `�R
4 O* roperty Line
a
w Permit Number �
4 r
56-383517-001,002-EE a
r b
p Southeast District y°
Proposed Dock and Boat Lift for the
Plan View Matthews Residence
3'
Proposed 4 piling
boat lift
Ldock(100
nal
over MHW)
dy:
e canal off
ian River
in.100'+/-
3'
Wilco Construction, Inc.
(772)460-6928; FAX(772)460-6929
FL
Property0' 10, 20'
Line Scale
to be installed
on top of existing
seawall cap.
No work in water.
3'
Matthews Residence
10701 S. Ocean Dr., Lot 865
Jensen Beach, FL 34957
17" 1"
Permit Number
a
56-383517-001.002-EE
e
p Southeast District
o
c
V X 9--
Property Line
Proposed Seawall CAP Repair
Plan View Matthews Residence
3'
3'
4 piling
boat lift
Proposed marginal
dock (100 sq.ft. over MHW)
Waterbody:
\ Man-made canal off
of the Indian River
Width: min.100'+/-
Wilco Construction, Inc.
(772)460-6928; FAX(772)460-6929
7245ys 4� 0 C
s
artman
Ce.FL 4947
U
�b
T
r
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
STRINGERS:
2"x8" 0.4 ACQ spaced
at max. 16" with min.1/2" S!
lag bolts on each piling gap
spliced)
Pilings:
TYPICAL DOCK AND ACCESSWAY CROSS SECTION min. 8" O, 2.5 CCA
(N.T.S.) PT wood,
max.10' OC
pF EIVt,r4G
Width: Varies ¢
4
Decking:
514"x6" Composite Decking fastened
w/ min. 2.5" stainless steel composite
decking screws
To bE
added as needed:
2"x6"
12" 0.4 ACQ strap
block
@mid stringers
(fast
ed wlmin. 3 ea.
min.
" SS screwsinails)
Nails
Permit Number
I 56-383517-001,002-1
4
p Southeast District
d�
o�
''o
$avas/
Joist: J
2"x8" 0.4 ACQ on
each side of piling.
Bolted wl 5/8"
SS cut rods.
CANAL BOTTOM
Seawall
Side
r.
1 I 6' min.
Li
penetration
V Matthews Residence- Wilco Construction, � i
S, I
�'s View Dock Structural Inc.
oncrete Block
—Ca' Filled
C'000
(8" x16")
2'
psi concrete
16"
8"
.. �a a < ,.. a .,
d .• ..
., e, a .e a .o
�, G•, "�
Rebar
41
41
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•.a_ C �
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.. .d. ., e' •. 'a• ° .e .. 'e. .•
.a ud.
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'd. a
.a o .. .a.
.e ° .a
'e e d a 'd a
e •a
� .d°• � .°� as �. n
�
ae
Existin Concrete
Zi33NjcJ
Canal
Cap to Remain
a �
W .E.#
�
p UlI
cross
New Seawall Cap for the
Wilco Construction, Inc.
Date:12/30/19
Scale: Dim
Section
Matthews (Lot 865)
(772)460-6928; Fax (772)460-6929
ENGINEERING RENEW:
BOAT LIFT TOP CARRIER BEAMS AND
MOUNTING BRACKETS COMPLY WITH WIND
LOAD REQUIREMENTS OF THE 6TH EDITION
(2017) FLORIDA BUILDING CODE, PER ASCE
7, AND PER DESIGN LOAD REQUIREMENTS
OF THE 2015 EDITION ALUMINUM
ASSOCIATIONSS ALUMINUM DESIGN MANUAL.
BEAMS AND MOUNTING BRACKETS
INSTALLED PER HI —TIDE INSTRUCTIONS WILL
EXCEED ULTIMATE DESIGN WIND SPEED OF
180 MPH (EXPOSURE CATEGORY C OR D)
BOATS ARE TO BE REMOVED FROM BOAT
LIFTS PRIOR TO A MAJOR WIND EVENT.
PILINGS:
PILING PENETRATION TO BE 10'
INTO THE SAND BOTTOM OR 5'
INTO ROCK STRATA,
SUB —SURFACE CONDITIONS CAN
VARY GREATLY, THE CONTRACTOR
SHALL VERIFY ALL PILE
CAPACITIES TO COMPLY WITH
FBC 2017. ALL PILINGS TO BE
8" MINIMUM DIAMETER
2.5 C.C.A PRESSURE TREATED
WOOD, PRE —STRESSED CONCRETE
OR COMPARABLE EQUIVALENT.
p i.
fD
Q
rL£LECTRICAL REVIEW.•
t-41/2 HP ELECTRIC MOTOR
8.8 AMPS 0 115V EACH
4.4 AMPS 0 230V EACH
QUANTITY: 2
TOTAL WATTS: 2024
X2 £L£C7RICAL REVIEW;
1 HP ELECTRIC MOTOR
12.8 AMPS ® 115V EACH
6.4 AMPS 0 230V EACH
QUANTITY., 2
TOTAL WATTS: 2944
FEB 2 4 ;/ 0
ST. Lucie County,
N07E TO EXAMINER:
THIS CERTIFIED ENGINEERED
DRAWING HAS BEEN PREPARED
SPECIFICALLY FOR USE ONLY BY.'
O y\r'E NB�B�oOo
e
N0.43866 �
� � it
VED DEC 0 9 1
STATE OF lu 4
VI e'
Fe FL OR
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D ROGER BABER
P.E. NO. 43855
MCR PROFESSIONAL ENGINEERING
C.A. NO. 26967
1014 NE PINELAKE DR.
STUART,, FL 34994
Win. r�„►rin. rnrr�r• r.-F�
MINIMUM (2) 3/8- DIA. SS LAG
BOLTS FOR WOOD PILING OR
SS CONCRETE ANCHORS FOR
CONCRETE PILINGS PER PILING
REOUIRED.MINIMUM (2) 3/8"
DIA. SS CARRIAGE BOLT FOR
ATTACHING MOUNTING TAB TO
LIFT REQUIRED PER PILING.
MOUNTING TAB CONSTRUCTED
FROM 1/4- X 2- ALUMINUM
6061—T6 FLAT BAR.
9,000 LB. GEAR DRIVE & M L7 v BOA77IF7S AND MARINE PRODUCTS
GEAR DRIVE X2 BOAT LIFT (2017 FBC) UU�O4050 SELVITZ ROAD
FORT PIERCE, FL 34981
R. HTDE SCALE. N75 DATE:1/2/18 REV. 1 1-800-544-0735 WWWhi—tlde.Com