HomeMy WebLinkAboutConstruction PlanENGINEERING REVIEW'
BOAT LIFT TOP CARRIER BEAMS AND
MOUNTING BRACKETS COMPLY WITH WIND
LOAD REQUIREMENTS OF THE 6TH EDITION
(2017) FLORIDA BUILDING CODE, PER
ASC£ 7-10, AND PER DESIGN LOAD
REQUIREMENTS OF THE 2015
EDITION ALUMINUM ASSOCIATIONS'S
ALUMINUM DESIGN MANUAL.
BEAMS AND MOUNTING BRACKETS
INSTALLED PER HI —TIDE INSTRUCTIONS WILL
EXCEED ULTIMATE DESIGN WIND SPEED OF
180 MPH (EXPOSURE CATEGORY C OR D)
BOATS ARE TO BE REMOVED FROM BOAT
LIFTS PRIOR TO A MAJOR WIND EVENT.
DINGS•
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 201 Z ALL PILINGS TO BE
8" MINIMUM DIAMETER
2.5 C.C.A PRESSURE TREATED
WOOD, PRE —STRESSED CONCRETE
OR COMPARABLE EQUIVALENT.
ELECTRICAL REVIEW
3/4 HP ELECTRIC MOTOR
10.8 AMPS ® 115V EACH
5.4 AMPS ® 230V EACH
QUANTITY' 2
TOTAL WATTS: 2484
X2 ELECTRICAL REVIEW:
1-1/2 HP ELECTRIC MOTOR
— AMPS ® 115V EACH
9.6 AMPS ® 230V EACH
QUANTITY: 2
TOTAL WATTS: 4416
NOTE TO EXAM/NER:
THIS CERTIFIED ENGINEERED
DRAWING HAS BEEN PREPARED
SPECIFICALLY FOR USE ONLY BY
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P.E. NO. 43855 c�J
MCR PROFESSIONAL ENGINEERING
C.A. NO. 26967
1014 NE PINELAKE DR.
STUART,, FL 34994
PILING MOUNTING TABS
��CEIV�p MINIMUM (2) 3/8" DIA. SS LAG
BOLTS FOR WOOD PILING OR
SS CONCRETE ANCHORS FOR
CONCRETE PILINGS PER PILING
D REQUIRED. MINIMUM (2) 3/8"
Qe{f0020"° DIA. SS CARRIAGE BOLT FOR
ATTACHING S MOUNTING (.ladle CpUn� L/FT REQUIRED PER PILING.
MOUNTING TAB CONSTRUCTED
FROM 1/4" X 2" ALUMINUM
6 06 1— T 6 FLAT BAR.
12,000 LB. GEAR DRIVE & BOATLIFTS AND MARINE PRODUCTS
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GEAR DRIVE X2 BOAT LIFT (2017 FBC) / /�0 40Z ROAD
�ILJ FORTT PIERCE,
FL 34987
R. HYDE SCALE: NTS DATE.' 1/2/18 REV.- 1 1-800-544-0735 www.hi—tide.com