HomeMy WebLinkAboutPLANSENGINEERING REVIEW.•
BOAT LIFT MOUNTING BRACKETS AND
SPECIFIED MOUNTING HARDWARE COMPLY
WITH WIND LOAD REQUIREMENTS OF
THE 2014 FLORIDA BUILDING CODE, PER
ASCE 7, AND PER DESIGN LOAD
REQUIREMENTS OF THE 2010 ALUMINUM
ASSOCIATION'S DESIGN MANUAL.
MOUNTING BRACKETS INSTALLED PER
HI-77DE INS7RUC77ONS, WILL EXCEED
UL77MATE DESIGN WIND SPEED OF 170 Mf
(EXPOSURE CATEGORY C OR D)
TO BE REMOVED FROM BOAT
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 2014. ALL PILINGS TO
BE 10" MINIMUM
DIAMETER 2.5 C.C.A
PRESSURE TREATED WOOD,
PRE -STRESSED CONCRETE OR
COMPARABLE EQUIVALENT.
SEAWALL .
THE CONTRACTOR SHALL VERIFY
SEAWALL CAPACITIES TO COMPLY
W I T H F B C 2 0 1 4.
NOTE TO EXAMINER,
THIS CER77RED ENGINEERED
DRAWING HAS BEEN PREPARED
SPECIFICALLY FOR USE ONLY BY.•
ROGER BABER
P.E. NO. 43855
MCR PROFESSIONAL ENGINEERING
C.A. NO. 26967
8528 SW KANSAS AVE. STUART, FL 3
PILING MOUNTING
MINIMUM (2) 5/8- DIA THREADED
ROD PER MOUNT REQUIRED FOR MOUN77NG
ALTERNATE SEAWALL MOUNTING
MINIMUM (2) 5/6' DIA ANCHORS
REQUIRED FOR MOUN77NG