HomeMy WebLinkAboutLETTER WITH BOAT LIFTBOAT LIFT TOP CARRIER BEAMS AND
MOUNTING BRACK TS COMPLY WITH
WIND LOAD REOUI EMENTS OF THE
6TH EDITION (2017) FLORIDA BUILDING
CODE, PER ASCE 7-1, AND PER DESIGN
LOAD REQUIREMENTS OF THE 2015
EDITION ALUMINUM ASSOCIATION'S
ALUMINUM DESIGN MANUAL.
BEAMS AND MOUNTING BRACKETS
INSTALLED PER HI-7ID INSTRUCTIONS, WILL
EXCEED ULTIMATE DE IGN WIND SPEED OF
180 MPH (EXPOSURE FATEGORY C OR D)
BOA IS ARE TO BE RE,t1OVED FROM BOAT
LIF7S PRIOR TO A MAJOR W/ND 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
2017 FBC. ALL PILINGS TO BE
8" MINIMUM DIMETER
2,5 C.C.A PRESSURETREATED
WOOD, PRE —STRESSED CONCRETE
OR COMPARABLE EQUIVALENT.
112 HP ELECTRIC I
8.8 AMPS ® 115V
4.4 AMPS ® 230V
QUANTITY.• 2
TOTAL WATTS: 202
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1612—
IVED
MAR 2 8 2019
ST. Lucie County, Permitting
REVIEWED FOR
)DE COMPLIANCE
T. LUCIE COUNTY
BOCC
9, 000 LB. CODA GEAR
BOAT LIFT (2017 FBC)
R. HYDE SCALE: NTS DATE: 112118 REV! 1
NOTE TO EXAMINER.•
THIS CER77RED ENGINEERED
DRAWING HASi 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.
S7UART; FL 34994
SCANNED
BY
St. Lucie County
PILING M(
MINIMUM (2)
BOLTS FOR
SS CONCRE
CONCRETE F
DIA. SS CAA
ATTACHING I
LIFT REOUII
MOUNTING T
FROM 114-
FILE
6 0 6 f— T 6
t;uijy
NT1NG TABS
'8' DIA. SS LAG
DOD PILING OR `--
ANCHORS FOR
VGS PER PILING I
'MUM (2) 3/8'
'AGE BOLT FOR
UNTING TAB TO
D PER PILING.
t CONSTRUCTED
2' ALUMINUM
FLAT BAR.
•I