HomeMy WebLinkAboutHi-Tide - Aluminum Elevator Angled - 10,000 Lb. Permit Drawing - Thames 9-9-20 (2)ENGINEERING REVIEW. -
BOAT LIFT MOUNTING BRACKETS AND
SPECIFIED MOUNTING HARDWARE COMPLY
WITH WIND LOAD REQUIREMENTS i--
THE 6TH EDITION (2017) FLORIDA BUILDI,
CODE, PER ASCE 7-10, AND PER DESI(
LOAD REQUIREMENTS OF THE 20
EDITION ALUMINUM ASSOCIATION
ALUMINUM DESIGN MANUA
MOUNTING BRACKETS INSTALLED P,
HI -TIDE INSTRUCTIONS, WILL EXCE
ULTIMATE DESIGN WIND SPEED OF 180 M
(EXPOSURE CATEGORY C OR
BOATS ARE TO BE REMOVED FROM B0,
LIFTS PRIOR TO A MAJOR WIND EVEI
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 2017. ALL PILINGS TO
BE 10" MINIMUM
DIAMETER 2.5 C.C.A
PRESSURE TREA TED 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 7.
ELECTRICAL REVIEW.-
X2 ELECTRI
J14 HP ELECTRIC MOTOR
1-112 HP 1
10.8 AMPS @ 115V EACH
-- AMPS (
5.4 AMPS @ 230V EACH
9.6 AMPS c
QUANTITY: 2
QUANTITY:
TOTAL WATTS. 2484
TOTAL WA
Digitally signed by Roger M
BABER
DN: c=US, o=Sustainable Earth
Engineers dba MCR Engineers,
o u=A01410D0000017183ADA33
C00001860, cn=Roger M BABER
Date: 4, 26A. V01°f°46;4-04'00'
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NO.43855
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ROGER BABER
P.E. NO. 43855
MCR PROFESSIONAL ENGINEERING
C.A. NO. 26967
1014 NW PINELAKE DR. STUART, FL 34994
PILING MOUNTING
MINIMUM (2) 5/8" DIA THREADED
ROD PER MOUNT REQUIRED FOR MOUNTING
ALTERNATE SEAWALL MOUNTING
MINIMUM (2) 5/8" DIA ANCHORS
REQUIRED FOR MOUNTING
10, 000 LB. ALUMINUM ELEVATOR & BOATLIFTS AND MARINE PRODUCTS
ALUMINUM ELEVATOR X2 (2017 FBC) �� L
4050 SELVITZ ROAD
FORT PIERCE, FL J4981
R. HYDE SCALE: NTS DATE: 4117120 REV. 1 1-800-544-0735 www.hi-tide.com
DESCR/PPON