HomeMy WebLinkAboutEngineering Waterbody:
Artificial canal off of the Indian River
Width: varies 145'+
Proposed
Boat Lift
12'-6"
12'.6" Proposed
Dock
Dock Area over MHW:
,- 78 sq.ft.
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13 C
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Pp Concrete
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7 Scale
A
White Residence
10701 S. Ocean Dr., Lot 672
Jensen Beach, FL 34957
Proposed White Residence Proposed Wilco Construction, Inc. Date: 4/13 7
Plan View Dock/Boat Lift (772)460-6928;FAX(772)460-6929
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Pilings:
TYPICAL DOCK AND ACCESSWAY CROSS SECTION min. 8"0, 2.5 CCA
(N.T.S.) PT wood,
max. 10'OC
The work specified herein
has been designed and all
work shall be in accordance
with the 2014 Florida Width:Varies
Building Code(5th Ed.,
First Printing March 2015).
All codes reference herein
are per the latest adopted
edition.
Decking:
2"x6"0.4 ACQ#1 Dense Pine fastened
w/min. 3" stainless steel screws
STRINGERS:
2"x8"0.4 or 0.6 ACQ spaced
at max.24"with min. 1/2"SS
lag bolts on each piling (lap
spliced)
•
Blocks:
2"x6"xl2"0.4 ACQ strap Joist:
blocks @mid stringers 2"x8"0.4 ACQ on
(fastened w/min. 3 ea. each side of piling.
min. 3"SS screws/nails) Bolted w/5/8"
SS cut rods.
M.H.W.
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CANAL BOTTOM - ==
6'min.
penetration bW +atrtm 4�
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Structural
ENGINEERING REVIEW.
BOAT LIFT TOP CARRIER BEAMS AND NOTE TO EXAMINER
MOUNTING BRACKETS COMPLY2 THIS CERTIFIED ENGINEERED
WITH WIND
LOAD REQUIREMENTS OF THE FLORIDARAWING HAS BEEN PREPARED
SPECInCALLY FOR USE ONLY BY-
DESIGN
CODE 7, PER PER ASCE AND PER
DESIGN LOAD REQUIREMENTS OF THE 2010
ALUMINUM ASSOCIATIONS DESIGN MANUAL.
BEAMS AND MOUNTING BRACKETS �•4
EXCEEDINSTALLEULTMATE DESGNSWIND SPEEDWOF o°°°°pppDp°M°p0p�O0o
180 MPH (EXPOSURE CATEGORY C OR D) °o°° R � ,%
BOATS ARE TO BE REMOVED FROM BOAT a° O C E IV
e° O V � o
LIFTS PRIOR TO A MAJOR WND EVENT. e Q N0.4965b e
D P
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0
Po O 1� 1�'IC OF ��ee
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PILINGS
R 1 C PENETRATION TO B£ f0' °00��3 0 PILING �?
INTO THE SAND BOTTOM OR 5' . ooOOoos1 ONA1.
IN TO R 0 C K S T R A TA ,
SUB—SURFACE CONDITIONS CAN
VARY GREATLY, THE CONTRACTOR
SHALL VERIFY ALL PILE
CAPACITIES TO COMPLY WITH
FBC 2014. ALL PILINGS TO BE ROGER BAKER
8" MINIMUM DIAMETER P.E. N0. 43 EN
MCR PROFESSIONAL GINEERING
EN
2.5 C.C.A PRESSURE TREATED
C.A. NO. 26967
WOOD, PRE—STRESSED CONCRETE 1014 NW PINELAKE DR.
OR COMPARABLE EQUIVALENT. STUART FL 34994
PILING MOUNTING TABS
MINIMUM (2) 3/8" D/A. SS LAG
BOL TS FOR WOOD PILING OR
SS CONCRETE ANCHORS FOR
ELECTRICAL REVIEW. CONCRETE PILINGS PER PILING
3/4 HP ELECTRIC MOTOR REQUIRED.M/N/MUM (2) 3/8"
10.8 AMPS 0 115V EACH DIA. SS CARRIAGE BOLT FOR
5.4 AMPS 0 230V EACH ATTACHING MOUNTING TAB TO
QUAN7ITY.• 2 LIFT REQUIRED PER PILING.
TOTAL WATTS.• 2484 MOUNTING TAB CONSTRUCTED
FROM 1/4" X 2" ALUMINUM
6 0 6 1 — T 6 FLA T BAR.
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LItTL!! Y WV0 DUAWS 1
E » F 72,000 LB. CUDA GEAR BOATLIFTS AND MARINE PRODUCTS
3 4 AL 9° Y f BOA T LIFT 4050 SELV/TZ ROAD
a s uNmf. s ll( ( FORT PIERCE, FL 34981
s MVE GEAR1 R. HYDE SCALE. NTS DATE. 1/3/17 REV 1 1-800-544-0735 www.hi—tide.corn
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