HomeMy WebLinkAboutBOAT LIFT PLANENGINEERING REVIEW.
BOAT LIFT TOP CARRIER BEAMS AND
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 ASSOCIATION'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.
PILIN .
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
QUAN7ITY 2
TOTAL WAT75. 2024
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CUREC T IONS
REQUIRED BY FlLU INSPECTORS THAT
MAY DE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
CONCEALED FASTENERS OR
ARE THE RESPONSIBUN OF THE
CONTRACTOR OF RECORD
RECEIVED
OCT 16 2018
ST. LUCie Coan�y; Mtt1( ing
00AN ED
+ le Coul
ST. LUCIE COUNTY
BUILDING DIVISION)
REVIEWED
FOR COMPLIAN E
DATE R7t G51 i S
PLANS AND PERMIT
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
DRAWING HAS BEEN PREPARED
SPECIFICALLY FOR USE ONLY BY -
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ROGER SABER
P.E. NO. 43855
MCR PROFESSIONAL ENGINEERING
C.A. NO. 26967
1014 NW PINELAKE DR.
STUART, R 34994
w �t
PILING MOUNTING TABS
MINIMUM (2) 3/8" DIA. SS LAG �.
SOL TS 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
6 0 6 1— T 6 FLAT BAR.
10,000 LB. CUDA GEAR DRIVE BOAR/FTS AND MAR/NE PRODUCTS
BOAT LIFT (2017 FBC) ��Q�� 4050 SELV/TZ ROAD
FORT PIERCE, FL 34981
R. HYDE SCALE: NIS DATE.• 112118 REV! 1 1-800-544-0735 www.hi-tide.com
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