HomeMy WebLinkAboutBOAT LIFT PLANFN VEERING 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
EOAD REQVIREMENTS OF THE 2015
EDITION ALUMINUM ASSOCIATION'S
ALUMINUM DESIGN MAN
BEAMS AND MOUNTING BRAC
INSTALLED PER Hl-77DE INSTRUCTION!
EXCEED ULTIMATE DESIGN WIND SPE
180 MPH (EXPOSURE CATEGORY C
BOATS ARE TO BE REMOVED FROM I
LIFTS PRIOR TO A MAJOR WIND EVi
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
8" MINIMUM DIAMETER
2.5 C. C. A PRESSURE TREATED
WOOD, PRE —STRESSED CONCRETE
OR COMPARABLE EQUIVALENT.
ELECTRICAL REVIEW.
112 HP ELECTRIC MOTOR
8.8 AMPS ® 115V EACH
4.4 AMPS ® 230V EACH
QUAN77TY.• 2
TOTAL WATTS: 2024
NOTE TO EXAMINER:
THIS CER77FIED ENGINEERED
DRAWING HAS BEEN PREPARED
SPECIFICALLY FOR USE ONLY BY
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ROGER HAB£R
P.E. NO. 4JB55
CR PROFESSIONAL ENGINEERING
C.A. NO. 26967
1014 NW PINELAKE DR.
STUART, FL 34994
SCANNED
BY
St Lucie Courfw
ING MOUNTING TABS
IMUM (2) 318" DIA. SS LAG
TS FOR WOOD PILING OR
CONCRETE ANCHORS FOR
rCRETE PILINGS PER PILING
)UIRED.MINIMUM (2) 318"
SS CARRIAGE BOLT FOR
n i i'ACHING MOUNTING TAB TO
LIFT REQUIRED PER PILING.
MOUNTING TAB CONSTRUCTED
f M IrR6
9, 000 LB. CODA GEAR IffiV
O BOAMIFTS AND MARINE PRODUCTS
BOAT LIFT (2017 FBC) Q�� 4050 SELVITZ ROAD
FORT PIERCE, FL 34981
R. HYDE SCALE. NTS DATE. 112118 REV 1 1-800-544-0735 www.hi-tide.com
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