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ENGINEERING REVIEW REVIEWED FOR NOTE TO EXAMINER:
BOAT LIFT TOP CARRIER BEAMS AND THIS CERTIFIED ENGINEERED
MOUNTING BRACKETS COMPLY WITH WIND 0 mE DRAWNG HAS BEEN CODE COMPLIANCE SPfC1FICALLY FOR USE ONLYEBY.•
LOAD REQUIREMENTS OF THE 67H EDITION c 01
(2017) FLORIDA BUILDING CODE, PER '> N a
ASCE 7-10, AND PER DESIGN LOAD GV ST. LUCIE COUN
REQUIREMENTS OF THE 2015 V C
EDITION ALUMINUM ASSOCIATIONS'S 90CCCC
ALUMINUM DESIGN MANUAL. Q v °opp0°•°o000•°°°°°°oOOO
BEAMS AND MOUNTING BRACKETS oo°°o R M e q °OOoo
INSTALLED PER HI -TIDE INSTRUCTIONS WILL F % O E IV9 A ° o
EXCEED ULTIMATE DESIGN WIND SPEED OF IO Pppy
e' O V F R
180 MPH (EXPOSURE CATEGORY C OR D) e e N0.43855 ?
BOATS ARE TO BE REMOVED FROM BOAT �a
LIFTS PRIOR TO A MAJOR WIND EVENT. a D D 28
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e STATE OF °
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PILO R I
PILING TO BE !0' °o�o ONA00pp0F°�p0°o°°°
INTO THE SAND BOTTOM OR 5'
INTO ROCK STRATA, SUB -SURFACE o
CONDITIONS CAN VARY GREATLY, ROGER BASER
THE CONTRACTOR SHALL VERIFY RE NO. 43855
ALL PILE CAPACITIES TO COMPLY MCR PROFESSIONAL ENGINEERING
WITH FBC 2017. ALL PILINGS TO BE GA. NO. 26967
10" MINIMUM DIAMETER 1014 NE PINELAK£ DR.
2.5 C.C.A PRESSURE TREATED STUART, FL 34994
WOOD, PRE —STRESSED CONCRETE
OR COMPARABLE EQUIVALENT.
SCANNED
BY
o6 St. Lucie County
ELECTRICAL „teREW W.
1 HP ELECTRIC MOTOR
-- AMPS 0 175V EACH
6.4 AMPS ® 230V EACH
OUAN77TY.' 2
TOTAL WATTS: 2944
X ELECTRICAL F7 F(� 11 A REWE
2 HP ELECTRIC MOTOR
-- AMPS ® 115V EACH
12.4 AMPS 0 230V EACH
QUANTITY.' 2
TOTAL WATTS: 5704
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.
24,000 LB. 4 PILE GEAR DRIVE & M BOATLLFTS AND MARINE PRODUCTS
GEAR DRIVE X2 BOAT LIFT (2017 FBC) vU�D���� 4050 SELVITZ ROAD
FORT PIERCE, FL 34981
R. HYU£ SCALE. NTS DATE. • 1/2/18 REV. 1 1-800-544-0735 www.h!-flde.com
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