HomeMy WebLinkAboutDrawingENGINEERING RENEW:
BOAT LIFT TOP CARRIER BEAMS AND
MOUNTING BRACKETS COMPLY WITH
WIND LOAD REQUIREMENTS OF THE
6TH EDITION (2017) FLORIDA BUILDING
CODE, PER ASC£ 7-10, AND PER DESIGN
LOAD REQUIREMENTS OF THE 2015
EDITION ALUMINUM ASSOCIA TI^Al'C
ALUMINUM DESIGN MANI
BEAMS AND MOUNTING BRAC
INSTALLED PER HI —TIDE INSTRUCT/ON�
EXCEED ULTIMATE DESIGN WIND SPE
180 MPH (EXPOSURE CATEGORY C
BOATS ARE TO BE REMOVED FROM I
LIFTS PRIOR TO A MAJOR WIND EVI
PAIN
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
2077 FBC. ALL PILINGS TO BE
8" MINIMUM DIAMETER
2.5 C.C.A PRESSURE TREATED
WOOD, PRE -STRESSED CONCRETE
OR COMPARABLE EQUIVALENT.
ELECTRICAL REVIEW.
1/2 HP ELECTRIC MOTOR
8.8 AMPS ® 115V EACH
4.4 AMPS ® 230V EACH
QUANTITY.- 2
TOTAL WATTS 2024
NOTE TO EXAM/NER:
THIS CERTIFIED ENGINEERED
DRAWING HAS BEEN PREPARED
SPECIFICALLY FOR USE ONLY BY:
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ROGER BABER :.i
P.E. NO. 43855
'CR PROFESSIONAL ENGINEER/N
C.A. NO. 26967
1014 NW P/NELAKE DR.
STUART,, FL 34994
.ING MOUNTING TABS
IMUM (2) 3/8" D/A. SS LAG
.TS FOR WOOD PILING OR
CONCRETE ANCHORS FOR
ICRETE PILINGS PER PILING
)U/RED.M/NIMUM (2) 3/8"
. SS CARRIAGE BOLT FOR
,'ACHING MOUNTING TAB TO
LIFT REQUIRED PER PILING.
MOUNTING TAB CONSTRUCTED
FROM 1/4" X 2" ALUMINUM
6 0 6 1— T 6 FLA T BAR.
9, 000 LB. CODA GEAR M� O BOA TUFTS AND MARINE PRODUCTS
BOAT LIFT (2017 FBC) UU�O�a� 4050 SEL VITZ ROAD
L� FORT PIERCE, FL 34.981
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R. HIDE SCALE: NTS DATE.' 1/2/18 REV. 1 1-800-544-0735 www.hi-tide.com