HomeMy WebLinkAboutengineeringENGINEERING 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 ASSOCIATIC
ALUMINUM DESIGN MANI
BEAMS AND MOUNTING BRAC
INSTALLED PER HI —TIDE INSTRUCTION
EXCEED ULTIMATE DESIGN WIND SPE
180 MPH (EXPOSURE CATEGORY C
BOATS ARE TO BE REMOVED FROM E
LIFTS PRIOR TO A MAJOR WIND EVE
GS:
PILING PENETRATION TO BE 10'
INTO THE SAND BOTTOM OR 5'
JNTO ROCK STRATA,
SUB —SURFACE CONDITIONS CAN
VARY GREATLY, THE CONTRACTOR
SHALL VERIFY ALL PILE
CAPACITIES TO COMPLY WITH
FBC 201 Z ALL PILINGS TO BE
8" MINIMUM DIAMETER
2.5 C. C. A PRESSURE TREATED
WOOD, PRE —STRESSED CONCRETE
OR COMPARABLE EQUIVALENT,
ELECTRICAL REVIEW
i/2 HP ELECTRIC MOTOR
8.8 AMPS ® 115V EACH
4.4 AMPS ® 230V EACH
QUANTITY.• 2
TOTAL WATTS: 2024
X2 E
1 HP
12.8
6.4 ti....
QUANTITY 2
TOTAL WATTS,
o
„
o
w
2944
Digitally signed by Roger M
BARER
DN: c=US, o=Sustainable Earth
Engineers dba MCR Engineers,
ogcr Baber, P.E. ou=A0141OD0000017183ADA33
C00001 860, cn=Roger M BABER
Date:°2°q�p,�0lia'1a5,1�
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ROGER BARER
P.E. NO. 43855
CR PROFESSIONAL ENGINEERING
C.A. NO, 26967
1014 NE PINELAKE DR,
STUART, FL 34994
lNG MOUNTING TABS
DIA. SS LAG
TS FOR WOOD PILING OR
CONCRETE ANCHORS FOR
CRETE PILINGS PER PILING
UIRED.M/N/MUM (2) 3/8"
SS CARRIAGE BOLT FOR
ACHING MOUNTING TAB TO
LEFT REQUIRED PER PILING.
MOUNTING TAB CONSTRUCTED
FROM 1/4" X 2" ALUMINUM
6061—T6 FLAT BAR,
O O �
9, 000 LB. GEAR LIFT
( & > /7�lBOATLIFT0 AND MARINE PRODUCTS
GEAR DRIVE X2 BOAT LIFT 2017 FBC �l /�(fl 4050 SELVITZ ROAD
FORT PIERCE, FL J4981
R. HYDE SCALE: NTS DATE: 4117120 REV** 1 1-800-544-0735 www.hi-tide.com