HomeMy WebLinkAboutEngineering EYMEERWO REVIEW! RECEIVED y IYQ� TO EXA ra
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BOAT LIFT DRIVE UNITS AND SPECIFIED RECEIVED Ds�R,�cvmmlaY BEEN PREPARED'
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WIND LOAD REOLUREMENTS OF.TffE
2014 FLORIDA BUILDING CODE, PER MAR 0 8 2018 �C� 2011' 00
ASCU 7 .AND PER DESIGN LOAD
RE4UIREdENTS OF THE 2010 ALUMINUM
ASSOCIATION'S DESIGN MAVVA1., .ST• Lucie County,PermitifA ,so+oo+++oa
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IINNSTRI C77ONS, W LL EXOEED 1 17MA TiE St.l.uote County,FL •��o+' 9► D,� •••,•• ,zy
DESIGN WIND SPEED OF 170 IJPR oao {� t C 6 N 8 $ ►ao
(EXPOSURE CATEGORY C OR D) O %Vl $ �o
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BOATS ARE TO BE REMOVED FROM 80A7 `� ���
LIFTS PRIOR TO A MAJOR WIND EVENT.
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PILING
PENETRATION TO
SAND OTTOMBE 1INT b' o,•'f B NAo�s�' a+'''
INTO.ROCK STRATI, SUB-SURFACE
CONDITIONS CAN VARY GREATLY,
THE CONTRACTOR SHALL VERIFY ROu'L�R SAM
ALL PILE CAPAC177ES TO COMPLY
W?H F80 2014, ALL PILWAS TO BE 0 MAP PROfE'SSIWALE�►L�1MJ£RNJG r
12" MINIMUM DIAMETER O 028 SJF XANSAS AM MART, FL a¢997 c
2.5 C.&A PRESSURE TREATED
WOOD, PRE-STRESSED CONCRETE
OR COMPARABLE EQUIVALENT.
PILIAr•G MOUNTING'
MINIMOM (2) 1" DIA. THRU BOL TS i
FOR WOOD AND CONCRETE PILINOS,
REQUIRED PER AILING TO SECURE;
DRIVE UNITS PER F8C 2014.:
2 IIA a 1C AIDI
-�AU 118V EACH
112.4 AI =17V EACH
WANTOTALI 114GO
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30,000 LB. T2 TOPLESS x2 1�7�7 80AllJFTS AN914ARINE PROW07S �
BOAT LIFT �0 ll� Soso seLVITz ROAD o
AORT PIERCE, F4 J4381 w
I& NYUE SCALE N7S DATE: 7/1/15 REV. I f-800-544-0735 WWW.hl-tlda;caln
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