HomeMy WebLinkAboutBOAT LIFT PAPERWORKENGINEERING REVIEW.'
BOAT LIFT TOP CARRIER BEAMS AND
MOUNTING BRACKETS COMPLY WITH
WIND LOAD REQUIREMENTS OF THE
6TH EDITION (2017) FLORIDA BUILDING
CODE, PER ASCE 7-10, AND PER DESIGN
LOAD REQUIREMENTS OF THE 2015
EDITION ALUMINUM ASSOCIATION'S
ALUMINUM DESIGN MANUAL.
BEAMS AND MOUNTING BRACKETS
INSTALLED PER HI-77DE 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
2017 FBC. ALL PILINGS TO BE
B" MINIMUM DIAMETER
2.5 C.C.A PRESSURE TREATED
WOOD, PRE —STRESSED CONCRETE
OR COMPARABLE EQUIVALENT.
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
3/4 HP EC IC 090
10.8 AMPS 0 115V EACH
5.4 AMPS 0 230V EACH
OUANOTY 2
TOTAL WATTS: 2464
NOTE TO EXAMINER:
THIS CER7IFIED ENGINEERED
DRAWING HAS BEEN PREPARED
L'
SPECIFICALLY FOR USE ONLY BY:
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ROGER BAB£R
P.E. NO. 4JS55
MCR PROFESSIONAL ENGINEERING
C.A. NO.. 26967
1014 NW PINELAKE DR.
STUART,, FL 34994
PILING MOUNTING TABS
MINIMUM (2) 3/8' DIA. SS LAG
BOLTS OPILINGOD CONCRETEANCHORS OR
SSFOR
V�� VItiY CONCRETE PILINGS PER
PI
LING
GCj y FO DIA. SS CARRIAGE BOLT FOR
�/T ATTACHING MOUNTING TAB TO
—V% LIFT REQUIRED PER PILING.
�%iS MOUNTING TAB CONSTRUCTED
FROM 1/4" X 2- ALUMINUM
6061—T6 FLAT BAR.
12,000 LB. CODA GEAR 0Dy#
w BOA72JFTS AND MARINE PRODUCTS
BOAT LIFT (2017 FBC) 4050 SELN7Z ROAD
FORT PIERCE, 34981
R. HYDE SCALE. N75 DATE. 1/2/18 REV. 1 1-800-544-0735 ww.h!—tide.com
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Law's Electrical Service Inc.
5158 NW Primm St
Pt St Lucie FI.34983
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?' z L En l ' 10701 S. Ocean Dr., Lot 857
M Jensen Beach, FL 34957 I>
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a-Jensen,Beach r
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i 56-300775-003, �G
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1' r Prop set/ �y
Nlhrginal ock-
+� X
Proposed,,, �
4 piling
boat lift
3-i w ~20'
Sralo
p
.4
`Existing Sj ,
to Remain
_.
z { ' P30TI:: Site has
no existing dockt
boat lift
! 3'
l Waterbody
Artificial canal off of
the Indian River
Width: varies 100`•
" Proposed Dock Area
over MHW:
107± sq.ft,
4�
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TYPICAL DOCK AND ACCESSWAY CROSS SECTION
(N.T.S.)
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"x8" 0.4 ACQ spaced
at max. 24" with min.112" SS
lag bolts on each piling (lap
56-300775-003,
Southeast District
Width: Vades 0'-12'7.5"
Decking:
74" 0.4 ACQ #1 Tropical Decking fastened
w/#10x3" stainless steel decking screws
C
To bE
added as needed:
2"x6"
12" 0.4 ACQ strap
block
3 @mid stringers
(fastened
w/min. 3 ea.
min.
" SS screws/nails)
Typical
Joist:
2"x8" 0.4 ACQ on
each side of piling.
Bolted w/ 5/8"
SS cut rods.
CANALBOTTOM
Pilings:
min. 8" 0, 2.5 CCA
PT wood,
max. 12' OC
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Cosculluela
Wilco Construction,
Cross View
Residence -Dock
Structural