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— - -----ENGINEERING REVIEW.•__
BOAT LIFT TOP CARRIER BEAMS AND NOTE TO EXAMINER:
MOUNTING BRACKETS COMPLY WITH THIS CER71F1ED ENGINEERED
WIND LOAD REQUIREMENTS OF THE DRAWING HAS BEEN PREPARED
6TH EDITION (2017) FLORIDA BUILDING SPECIFICALLY FOR USE ONLY BY-
CODE PER ASCE 7, AND PER DESIGN LOAD
REQUIREMENTS OF THE 2015
EDITION ALUMINUM ASSOCIATION'S
ALUMINUM DESIGN MANUAL. °pp0GOOD 00000n,0p0o
BEAMS AND MOUNTING BRACKETS ° M °Oo
46,4 INSTALLED
ULTI R � E
MATE DESIGN WIND o°0000� O
EXCEED N,q q I&o°OO°°,
180 MPH (EXPOSURE CATEGORY C OR D) o O v 4P F °o
Q' NO.438M �
BOATS ARE TO BE REMOVED FROM BOAT o 0
LIFTS PRIOR TO A MAJOR WIND EVENT. f�
AFFR V R 1018o
0o O STATE OF �c
PILINGS: °° F 40 RI
PILING PENETRATION TO BE 10'
I N INTO
T OHE SAND ROCK BOS OR A R A, • 000OOs°pOOO N AO DoUO°°oo°°
SUB—SURFACE CONDITIONS CAN
VARY GREATLY, THE CONTRACTOR
SHALL VERIFY ALL PILE
CAPACITIES TO COMPLY WITH
2017 FBC. ALL PILINGS TO BE ROGER BABER
8" MINIMUM DIAMETER PE IO 43
MCR PRO ENGINEERING
2.5 C.C.A PRESSURE TREATED C.A. NO. 26967
WOOD, P . , CRETE 1014 NW PINELAKE DR.
OR COM wT. STUART, FL 34994
fir. �.:
4 .
' PILING MOUNTING TABS
MINIMUM
OR WOOD PILING DL BOLTS F OR
. . , SS CONCRETE ANCHORS FOR
ILdL REVIEW. CONCRETE PILINGS PER PILING
33 , TA REQU/RED.MINIMUM (2) 318"
101. DIA. SS CARRIAGE BOLT FOR
5.4 ATTACHING MOUNTING TAB TO
QUA!lITIT LIFT REQUIRED PER PILING.
TOT` MOUNTING TAB CONSTRUCTED
FROM 1/4" X 2" ALUMINUM
6 0 6 1 — T 6 FLAT BAR .
12 PVC CKADE POLLS 4
11 4
To BUNK BRALXETS W WARE 4
8 AlUMWV.LVNI OR CAR WM MOOD BUNKS 2 �T
e L 7ER BEAM ASSEMBLY 2
P,WG„OWRNB TABS F M e 12,000 LB. CODA GEAR M�E/% BOA MIFTS AND MARINE PRODUCTS
e nao GABBER ASg7B[r 1 W U
e PoCNTOP AWER A5EWLr ' BOAT LIFT (2017 FBC) O a 4050.SELVITZ ROAD
4 4 ALLREM&-WEAVE 4
, X r 4 FORT PIERCE, FL 34981
2 .T.NP Ss No10R 2 1-800-544-0735 www.hi—tide.com
1 GEAR ONVE GEAR ear 2 R. HYDE SCALE.• NTS DATE.• 112118 REV.• 1
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