HomeMy WebLinkAboutEngineering PLAN VIEW
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INSTALL (4) NEW 5 O O
PILINGS
' W/ 12K BOATLIFT
AT EXISTING DOCK PAL P/L
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12'
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30'
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THEZ42 K 013 AND ALL PROPQSUD Wbfq((
ARE SUBJECT TO ANY COFI,REC 11oft I
REQUIRED BY FIELD INSPECTORS THAT
EXISTING I
MAY RE P�ECESSAf Y IN OJ R T01 DOCK
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Cv^Pd�PL'f R - 1 WITH ALL AP PMALE C(jZb, � STRUCTURE
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34 '
l/
sr.LucIE CO UPLAND AREA FBC 2014 5TH ADD. WIND
BUILDING DIVI ON PROTOCOL
REVIE;WE
FOR COMPL C _
REVIEWED B CONSTRUCTION: WOOD FRAME STRUCTURE OPEN
DATE WIND SPEED : 3 SEC GUST, 170 M.P.H
NS AND PE IT IMPORTANCE FACTOR 1 EXPOSURE
MUST BE KEPT O JOB OR FRAME FLOOR : 40 PSF LIVE LOAD
NO INSPECTION WILL BE MADE 10 PSF DEAD LOAD COMPONENT AND CLADING:
DESIGN Casey Marine Construction
5912 Pinetree Drive GULINO
DRAWN413 NETTES BLVD.
CHECKED Ft.Pierce,Fl 34982 JENSEN BCH. ,FL 34957
DATE
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
DRAWING HAS BEEN PREPARED
BUILDING CODE, PER ASCE 7, AND PER SPECIFICALLY FOR USE ONLY BY
DESIGN LOAD REQUIREMENTS OF THE 2010. LE
COPY
ALUMINUM ASSOCIATIONS DESIGN MANUAL.
BEAMS AND MOUNTING BRACKETS
INSTALLED PER HI-77DE INSTRUCTIONS, WILL °ppDopa00099B9Boo0o
EXCEED ULTIMATE DESIGN WIND SPEED OF o R M e °OOOOo
170 MPH (EXPOSURE CATEGORY C OR D)
° O� \ O E
BOATS ARE TO BE REMOVED FROM BOAT
LIFTS PRIOR TO A MAJOR WIND EVENT. S Q. NO.q 9 00
0 0
o
MAR27201 0
m_ = o
o�O STATE OF o0
PILINGS:
PILING PENETRATION TO BE 10' °°o o F19 O R I O �0�°°°0°
INTO THE SAND BOTTOM OR 5' al
NOAO
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 BABER
8" MINIMUM DIAMETER MCR PROFESSIONAL3855 ENGINEERING
2.5 C.C.A PRESSURE TREATED C.A. NO. 26967
WOOD, PRE—STRESSED CONCRETE 1014 NW PINELAK£ DR.
OR COMPARABLE EQUIVALENT. STUART, FL 34994
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
314 HP ELECTRIC MOTOR REQUIRED.MINIMUM (2) 3/8"
10.8 AMPS ® 115V EACH DIA. SS CARRIAGE BOLT FOR
5.4 AMPS ®230V EACH ATTACHING MOUNTING TAB TO
QUANTITY 2 LIFT REQUIRED PER PILING.
TOTAL WATTS: 2484 MOUNTING TAB CONSTRUCTED
FROM 1/4" X 2" ALUMINUM
6 0 6 1 — T 6 FLAT BAR .
17 PW GUW Pa ES 4 .
1/ 4
10 Bust PRAMM Wl HAWWAW s
9 AWM W BUNXS W CARPETED-eB1ws T �T
B LF7mowr BEAN ASSE16Lr 1 VUa�Q��
W&I ABS F B 12,000 LB. CODA GEAR BOATLIFTS AND MARINE PRODUCTS
B 1ar 1°'`AMIN"�"' 1 O 4050 SELVITZ ROAD
s Rxa/r rzw cARR�n Assam r 1 BOAT LIFT
* d 4 FORT PIERCE, FL 34981
J s e x s u aor
7 �DO1£�BOX a R. HYDE SCALE: NIS DATE.• 911116 REV- 1 1-800-544-0735 www.hT-tTde.com
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