HomeMy WebLinkAboutBOAT LIFTENGINEERING 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, AND PER DESIGN LOAD REQUIREMENTS
OF THE 2015 EDITION ALUMINUM
ASSOCIATIONS S ALUMINUM DESIGN MANUAL.
BEAMS AND MOUNTING BRACKETS
INSTALLED PER HI -TIDE 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
FBC 201 Z_A- LLP_ILINGS- TO-BE---
8" MINIMUM DIAMETER
2.5 C. C. A PRESSURE TREATED
WOOD, PRE —STRESSED CONCRETE
OR COMPARABLE EQUIVALENT.
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HP ELECTRIC MOf�
AMPS ® 115V EACH
AMPS ® 230V EACH
N77TY 2
IL WATTS- 2484
X2 ELECTRICAL REVIEW.
1-1/2 HP ELECTRIC MOTOR
-- AMPS 0 115V EACH
9.6 AMPS ® 230V EACH
QUAN77TY 2
TOTAL WATTS4416
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NOTE TO EXAMINER:
THIS CER71FIED ENGINEERED
DRAWING HAS BEEN PREPARED
SPECIFICALLY FOR USE ONLY BY.•
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ROGER BABER
P.E. NO. 43855
C.A. NO. 26967
1014 NE PINELAKE DR.
S7UART, FL 34994
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
IFT REQUIRED PER PILING.
OUNTING TAB CONSTRUCTED
FROM 1/4" X 2"-ALUMINUM
6061—T6 FLAT BAR.
12,000 LB. GEAR DRIVE & BOATUFTS AND MARINE PRODUCTS
GEAR DRIVE X2 BOAT LIFT (2017 FBC) �QD�Q1 4050 SELVITZ ROAD
FORT PIERCE, FL 34981
R. NTDE SCALE. N7S DA7Z 1/2/18 REV 1 1-800-544-0735 www.hi—tide.com
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