HomeMy WebLinkAboutEngineering PLAN VIEW
W . W . B N
INSTALL (4) NEW 5 O 0
PILINGS
W/ k?K BOATLIFT
:AT EXISTING DOCK P/L P/L
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:&,16� o ® UPLAND AREA FBC 2014 5TH ADD. WIND
ST.LL Cou PROTOCOL
BUILDING DIVISION
REVIEWED CONSTRUCTION: WOOD FRAME STRUCTURE : OPEN
FOR COMPLIA WIND SPEED : 3 SEC GUST, 170 M.P.H
REVIEWED IMPORTANCE FACTOR : 1 EXPOSURE
DATE o FRAME FLOOR : 40 PSF LIVE LOAD
LANS AN PE IT 10 PSF DEAD LOAD COMPONENT AND CLADING:
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
DESIGN Casey Marine Constructio Imbordino
DRAWN 5912 Pinetree Drive 1247 NETTES BLVD.
CHECKED Ft.pierce, Fl 34982 JENSEN BCH. , FL 34957
DATE
STRUCTUAL VIE*
MOORING AREA
12'
INSTALL (4)8" _
PILINGS JETTED
AND FINISH WITH
DROP HAMMER
BOAT LIFT
MARINE GRD.2.5 C.C.A 4811_7211 AREA
ABOVE 9K BOATLIFT
DECK
EXISTING . . . F LE CoPlf'.
DOCK
fF
0 o M.H.W
M.L.W
6'
4 '
SEA FLOOR
10'-12'
MIN.
PENETRATION
DESIGN asey marine Imbordino
DRAWN Construction 1247 Nettles Blvd
CHECKED 5912 Pinetree Drive Jensen Beach, Fl
DATE Ft . Pierce, F1 34982 34957
ENGINEERING REVIEW.
BOAT LIFT TOP CARRIER BEAMS AND NOTE TO EXAMINER:
MOUNTING BRACKETS COMPLY WITH WIND THIS CERTIFIED ENGINEERED
LOAD REQUIREMENTS OF THE 2014 FLORIDA G DRAWING HAS BEEN PREPARED
BUILDING CODE, PER ASCE 7, AND PER SPECIFICALLY FOR USE ONLY BY
DESIGN LOAD REQUIREMENTS OF THE 2010
ALUMINUM ASSOCIATIONS DESIGN MANUAL.
BEAMS AND MOUNTING BRACKETS "
INSTALLED PER HI-77DE 1NS7RUC77ONS, WILL ooc00000°no°°°°poOc
EXCEED ULTIMATE DESIGN WIND SPEED OF- °oo°° M e °O000
170 MPH (EXPOSURE CATEGORY C OR D) `'? - °° O fG ` C E N q 9 °o°°
BOATS LIFTS PRIOR T O A MAJOR WIND EVENT.
q � NO.43M
o o
° o
0 0
o A R dSE MAR 27 2 17
0 o STATE OF �o` •
o A,PILIN o
PILING PENETRATION TO BE 10' 0%0 °o°°t�'&8 O R 1 0 �000
INTO THE SAND BOTTOM OR 5' • °OO°°o0O N°Ao p0 oo°°
INTO ROCK STRATA,
SUB-SURFACE CONDITIONS CAN
VARY GREATLY, THE CONTRACTOR
SHALL VERIFY ALL PILE
CAPACITIES TO COMPLY WITH
FBC 2014. ALL PILINGS TO BE ROGER BASER
AE NO.
8" MINIMUM DIAMETER MCR PROFESSIONAL3855 ENGINEERING
2.5 C.C.A PRESSURE TREATED C.A. NO. 26967
WOOD, PRE—STRESSED CONCRETE 1014 NW PINELAKE DR.
OR COMPARABLE EQUIVALENT. STUART, FL 34994
t •
PILING MOUNTING TABS •
MINIMUM (2) 3/8" DIA. SS LAG
BOLTS FOR WOOD PILING OR
SS CONCRETE ANCHORS FOR
ELECTRICAL REVIEW. CONCRETE PILINGS PER PILING
112 HP ELECTRIC MOTOR REQUIRED.MINIMUM (2) 3/8"
8.8 AMPS ® 115V EACH DIA. SS CARRIAGE BOLT FOR
4.4 AMPS ®230V EACH ATTACHING MOUNTING TAB TO
QUANTITY- 2 LIFT REQUIRED PER PILING.
TOTAL WATTS.• 2024 MOUNTING TAB CONSTRUCTED
FROM 1/4" X 2" ALUMINUM
6061 - T6 FLAT BAR .
/2 PlC CfRAE PClES +
ry 4
9 S w WARE +
a uu�waaa ar cws�leo•aao warts a
LF7M"EA" 9,000 LB. CODA GEAR nn BOAR/FTS AND MAR/NE PRODUCTS
wo CARRE?rAes E srm e /„/DO�QX 4050 SEL VI TZ ROAD
"f"°' ,Y BOAT LIFT LLLIIILLLffI
s r W���r ' FORT PIERCE, FL 34981
ALWOIUL s �
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i ae�wC�l a X a R. HYDE SCALE. NIS DATE. 911116 REV. 1 1-800-544-0735 www.hi-tide.com
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