HomeMy WebLinkAboutHi-Tide - Cuda Gear - 16,000 Lb. Permit Drawing - Oneal 9-29-20 (2)ENGINEERING REVIEW:
BOAT LIFT TOP CARRIER BEAMS AND
MOUNTING BRACKETS COMPLY WITh
WIND LOAD REQUIREMENTS OF THE
6TH EDITION (2017) FLORIDA BUILDING
CODE, PER ASCE 7-10, AND PER DESIGN
LOAD REQUIREMENTS OF THE 2015
EDITION ALUMINUM ASSOC/ATInN'.s
ALUMINUM DESIGN MAN
BEAMS AND MOUNTING BRAC
INSTALLED PER Hl—TIDE INSTRUCTION`
EXCEED ULTIMATE DESIGN WIND SPE
180 MPH (EXPOSURE CATEGORY C
BOATS ARE TO BE REMOVED FROM I
LIFTS PRIOR TO A MAJOR WIND EV)
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
1 0" MINIMUM
DIAMETER 2.5 C.C.A
PRESSURE TREATED WOOD,
PRE—STRESSED CONCRETE OR
COMPARABLE EQUIVALENT.
ELECTRICAL REVIEW:
1 HP ELECTRIC MOTOR
12.8 AMPS @ 115V EACH
6.4 AMPS ® 230V EACH
QUANTITY: 2
TOTAL WATTS: 2944
DESCR/P770V
Digitally signed by Roger M
BABER
DN: c=US, o=Sustainable Earth
4;4_L�x Av� Engineers dba MCR Engineers,
ager Baber, P.E.
ou=A01410D0000017183ADA33
C00001860,cn=RogerM BABER
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NO. 43855 �
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ROGER SABER
P.E. NO. 43855
CR PROFESSIONAL ENGINEERING
C.A. NO. 26967
1014 NW PINELAKE DR.
STUART, FL 34994
ING MOUNTING TABS
MUM (2) 3/8" DIA. SS LAG
TS FOR WOOD PILING OR
CONCRETE ANCHORS FOR
CRETE PILINGS PER PILING
IUIRED.MINIMUM (2) 3/8"
SS CARRIAGE BOLT FOR
H i 114CH/NG MOUNTING TAB TO
LIFT REQUIRED PER PILING.
MOUNTING TAB CONSTRUCTED
FROM 1/4" X 2" ALUMINUM
6 0 6 1— T 6 F L A T B A R.
16,000 LB. CODA GEARBOATLIFTS AND MARINE PRODUCTS
BOAT LIFT (2017 FBC) �� a 4050 SELVITZ ROAD
FORT PIERCE, FL 34981
R. HYDE SCALE: NTS DATE: 4117120 RE V.- 1 1-800-544-0735 www.hi—tide.com