HomeMy WebLinkAboutBOAT LIFT PRODUCTENGINEERING REVIEW.
BOAT LIFT TOP CARRIER BEAMS AND
MOUNTING BRACKETS COMPLY WITH WIND
LOAD REQUIREMENTS OF THE 2014 FLORIDA
BUILDING CODE, PER ASCE 7, AND PER
DESIGN LOAD REQUIREMENTS OF THE 2010
ALUMINUM ASSOCIATIONS S 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 2014. ALL PILINGS TO BE
2.5 C. C. A PRESSURE TREATED
WOOD, PRE —STRESSED CONCRETE
OR COMPARABLE EQUIVALENT.
FLEC7RICAL REVIEW.
3/4 HP ELECTRIC MOTOR
10.8 AMPS ® 115V EACH
5.4 AMPS ® 230V EACH
QUANTITY.• 2
TOTAL WATTS. 2484
Fli_'w:=-:,r-j
X2 ELEC7RICAL REVIEW,
1-1/2 HP ELECTRIC MOTOR
-- AMPS ® 115V EACH
9.6 AMPS ® 230V EACH
QUANTITY 2
TOTAL WATTS: 4416
N07F TO EXAMINER: yy
THIS CERTIFIED ENGINEERED
DRAWING HAS BEEN PREPARED
SPECIFICALLY FOR USE ONLY BY
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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.
12,000 LB. GEAR DRIVE & BOA TLIFTS AND MARINE PRODUCTS
GEAR DRIVE X2 BOAT LIFT 7�o 4050 SELVI7Z ROAD
FORT PIERCE, WED
R. HYDE SCALE NTS DATE 1/3/f7 REV 1 1-800-544-0735 www.hi-tide.com