HomeMy WebLinkAboutBOAT LIFT PAPERWORKENGINEERING REVIEW:
BOAT LIFT TOP CARRIER BEAMS AND
MOUNTING BRACKETS COMPLY WITH
WIND LOAD REQUIREMENTS OF THE
6TH EDITION (2017) FLORIDA BUILDING
CODE, PER ASCE 7-70, AND PER DESIGN
LOAD REQUIREMENTS OF THE 2015
EDITION ALUMINUM ASSOCIATION'S
ALUMINUM DESIGN MANUAL.
BEAMS AND MOUNTING BRACKETS
INSTALLED PER 14I-77DE INSTRUCTIONS, WILL
EXCEED ULTIMATE DESIGN WIND SPEED OF
180 MPH (EXPOSURE CATEGORY C OR D)
BOA TS 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
2017 FBC. ALL PILINGS TO BE
8" MINIMUM DIAMETER
2.5 C.C.A PRESSURE TREATED
WOOD, PRE -STRESSED CONCRETE
OR COMPARABLE EQUIVALENT.
ELECTRICAL R VI W
112 HP ELEC7RIC MOTOR
8.8 AMPS ® 115V EACH
4.4 AMPS 0 230V EACH
QUANTITY 2
TOTAL WATTS 2024
9,000 LB. CODA GEAR
BOAT LIFT (2017 FBC)
R. H1'DE SCALE: NTS DATE- 112118 REV.- 1
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NOTE TO EXAMINER.•
THIS CERTIFIED ENGINEERED
DRAWING HAS BEEN PREPARED
SPECIFICALLY FOR USE ONLY BY:
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ROGER BABER
P.E. NO. 43855
MCR PROFESSIONAL ENGINEERING
C.A. NO. 26967
1014 NW PIN£LAKE DR.
STUART, FL 34994
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MOUNTING TABS
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BOLTS FOR WOOD PILING OR
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CONCRETE PILINGS PER PILING
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SELWERCE, 7 F ROAD IFTS AND MARINE PRODUCTS
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