HomeMy WebLinkAboutBOAT LIFTENGINEERING REVIEW.
BOAT LIFT TOP CARRIER BEAMS AND
MOUNTING BRACKETS COMPLY WITH
WIND LOAD REQUIREMENTS OF THE
67H 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-77DE INS7RUC77ONS, WILL
EXCEED ULTIMATE DESIGN WIND SPEED OF
180 MPH (EXPOSURE CATEGORY C OR D)
BOA7S 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 cD
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
1/2 HP ELEC77?IC MOTOR
8.8 AMPS ® 115V EACH
4.4 AMPS ® 230V EACH
0UAN7ITY- 2
TOTAL WATTS: 2024
(006 CZ772
ST. LUCIE COUNTY I
REv1EVVED FOR COT
REVIEMTED B
DATE 6 71 f
Pk4NS AND PERMIT
9R NO INSPECTION
'BE KEPT ON JOB
BE MADE.
THESE PUNS ANVALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMI'I,Y WITH ALL APR-10 "P, 999liga
CONCEALED FASTENERS ORATTACHmENTS
ARE THE RESPONSISIL[TY OF THE
CONTPXT OF" OF RECORD
NOTE TO EXAMINER:
THIS CER77FIED 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 PINELAKE DR.
S7UART, FL 34994
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.
9, 000 LB. CODA GEAR BOATLIFTS AND MARINE PRODUCTS
BOAT LIFT (2017 FBC) 091ON 4050 SELVITZ ROAD
Ul FORT PIERCE, FL 34981
R. H1DE SCALE: NTS DA7E 1/2/18 REV! 1 1-800-544-0735 www.hi—tide.com
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