HomeMy WebLinkAboutBOAT LIFTSI
ENGINEERING REVIEW. THESE PLANS AND ALL PROPOSED WORK '65� ` 67�z- THTO EXAMINER:
THS TO
ENGINEERED
BOA=T=t1P—T=DRIVE Nf _S 4LVD PECIFIFD_ -_ pp ����,�„Q�o I ST. LUCIE COU DRAWING HAS BEEN PREPARED
MOUNTING HARDWARE COMPLY WITH ^"'=vv GVol—Vol'irk#%iitirlomv
WIND LOAD REQUIREMENTS OF THE DA BUILDING REQUIRED IYIiIIfCiOi7S �•
CODE, EDITION
PER ASCE 77 AND I PER DESIGN i iiAY 4E NECES&W IN ORDER TO
LOAD REQUIREMENTS OF THE 2015 i
EDITION ALUMINUM ASSOCIATION'S
ALUMINUM DESIGN MANUAL. CC-MrWiT�iALi.A�P(.IC.cool"
DRIVE UNITS, INSTALLED AS 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.
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
10" MINIMUM DIAMETER
2.5 C. C. A PRESSURE TREATED
WOOD, PRE —STRESSED CONCRETE
OR COMPARABLE EQUIVALENT.
ELECTRICAL REVIEW.
1 HP ELECTRIC MOTOR
-- AMPS ® 115V EACH
6.4 AMPS ® 230V EACH
QUAN77TY 4
TOTAL WATTS: 5888
REVIEWEFORYC074 CE
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ROGER BABER
P.E. NO. 43B55
MCR PROFESSIONAL ENGINEERING
C.A. NO. 26967
1014 NW PINELAKE DR. S7UART, .FL 34994
PILING MOUNTING
MINIMUM (2) 3/4" DIA. SS THRU
BOLTS FOR WOOD AND CONCRETE
PILINGS REQUIRED PER PILING TO
SECURE DRIVE UNITS PER FBC 2017.
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CONCF, B FASTENERS oR aTTACHMENTs
ARE THE RESPONS19I Y OF THE
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LIFT2017 FBC*XssA°""Ei°''FORT
O4050 SELV1TZ ROAD
PIERCE, FL 34981
HYDE SCALE.N7S DA7L.•1/2/1
1-800-544-0735 www.hi—tide.com
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