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 INSTRUCITONS, WILL
EXCEED ULTIMATE DESIGN WIND SPEED OF
180 MPH (EXPOSURE CATEGORY C OR D)
BOA75 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
1 0" MINIMUM
DIAMETER 2.5 C.C.A
PRESSURE TREATED WOOD,
PRE —STRESSED CONCRETE OR
COMPARABLE EQUIVALENT.
FLECTRICAL RENEW.•
1 HP ELECTRIC MOTOR
12.8 AMPS ® 115V EACH
6.4 AMPS ® 230V EACH
QUANTITY 2
TOTAL WATTS: 2944
IR07-0S 2
EVIEWE® FOR
)E COMPLIANCE
LUCIE COUNTY
BOCC
NOTE TO EXAMINER:
THIS CERTIFIED ENGINEERED
DRAWING HAS BEEN PREPARED
SPECIRCALLY FOR USE ONLY BY*
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ROGER SABER
P.E. NO. 43B55
MCR PROFESSIONAL ENGINEERING
CA. NO. 26967
1014 NW PINELAKE DR.
STUART, FL 34994
SCANNED
EV
St. Lucie County
PILING MOUNTING TABS
MINIMUM (2) 3/8' DIA. SS LAG
BOLTS FOR WOOD PILING OR
SS CONCRETE ANCHORS FOR
CONCRETE PILINGS PER PILING
REQUIRED.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.
16,000 LB. CUDA GEAR M BOA7LIFTS AND MARINE PRbDUC78
BOAT LIFT (2017 FBC) UU�O�Lff 4050 SELV177 ROAD
FORT PIERCE, w 34981
R. HYDE SCALE. NTS DATE:1/2/18 REV. 1 1-800-544-0735 ww.hl—tide.com