HomeMy WebLinkAboutALUMINUM SPINNERENGINEERING REVIEW.
BOAT LIFT MOUNTING BRACKET AND
SPECIFIED MOUNTING HARDWARE COMPLY
WITH WIND LOAD REQUIREMENTS OF THE
6TH EDITION (2017) FLORIDA BUILDING
CODE, PER ASCE 7, AND PER DESIGN
LOAD REQUIREMENTS OF THE 2015
EDITION ALUMINUM ASSOCIATION'S
ALUMINUM DESIGN MANUAL.
MOUNTING BRACKET INSTALLED AS PER
HI —TIDE INSTRUCTIONS, WILL EXCEED
ULTIMATE DESIGN WINDS SPEED OF 180
MPH (EXPOSURE CATEGORY C OR D)
BOATS 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
FBC 2017. ALL PILINGS TO BE
8" MINIMUM DIAMETER
2.5 C. C. A PRESSURE TREATED
WOOD, PRE —STRESSED CONCRETE
OR COMPARABLE EQUIVALENT.
ELECTRICAL REVIEW.
1 HP ELECTRIC MOTOR
12.8 AMPS ® 115V EACH
6.4 AMPS 9 230V EACH
QUANTITY 1
TOTAL WATTS: 1472
ST. LUCIE COUNTY BUII nn?G D ION
REVIEWED FOR COINIPLIAi�'
REVIEWED BY
DATE 51v1l0
PLANS AND PERMIT JST BE KEPT ON JOB
OR NO PgSPECTIOIN WILL BE MADE.
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
KBE NSARY IN ORDER TO %
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACT OR OF RECORD lobs
AG
NNVOS
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 PINELAKE DR.
STUART, FL 34994
PILING MOUNTING
MINIMUM (4) 3/4" DIA. BOLTS
FOR THROUGH BOLTING
BRACKET TO PILING.
PILING MUST BE TIED BACK TO
SEAWALL OR DOCK STRUCTURE.
ALTERNATE SEAWALL
M O U N T I N G
MINIMUM (6) 314" DIA. SS
ANCHORS REQUIRED IN
CONCRETE BASE FOR MOUNTING.
1,500 LB. ALUMINUM SPINNER BOA TLIFTS AND MARINE PRODUCTS
(2017 FBC) W����O 4050 SEL VI 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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