HomeMy WebLinkAboutDrawing �•+'I r� N07E TO ExAMIN£R:
B IN LIFT
R Vi W m 6 �.
BOAT LIFT TOP CARR/ER BEAMS AND THIS CERAFIED ENGINEERED, -
MOUNTING BRACKETS COMPLY WITH WIND DRAWING HAS BEEN PREPARED
LOAD REIREMTS OF TRE 2IDA
BUILDINGCODE PER ASCE 701 ANDOPER FEB 21 2017 SPE"RcALLY FOR USE ONLY BY
DESIGN LOAD REQUIREMENTS OF THE 2010
ALUMINUM ASSOCIATION'S DESIGN MANUAL. PERMITTING
BEAMS ASt. Lucie (.:ounty, FL
ND MOUNTING BRACKETS �+•••++!��nro��
INSTALLED PER Hl—ADE INSMRUCAONS� WLL +++• •�
EXCEED ULTIMATE DESIGN WIND SPEED OF •+++++ it M. @ ,� 1#1
•1••
170 MPH (EXPOSURE CATEGORY C OR D) E �. .••
BOATS ARE TO BE REMOVED FROM BOAT O N •
8
LIFTS PRIOR TO A MAJOR IMND EVENT. Q' N0•
` APP 0 ED NOV 17 20 �
+p SMATE OF
''•'• lN
OR 1PILING '
INTO THENSANDTION TO BOTTOMBI
OR 5' • ••�.+8 OpA..+000s+++++
INTO ROCK STRATA,
SUB—SURFACE CONDITIONS CAN
VARY GREATLY. THE CONTRACTOR
SHALL VERIFY ALL PILE
CAPACITIES TO COMPLY WITH
Ek
FBC 2014. ALL PILINGS TO BE ROGER
'P.P.E. NO..-43 43855
8'** MINIMUM DIAMETER MCR'PROFESSIONAL ENG/NESTING
2.5 C.C.A PRESSURE TREATED C.A. NO.' 26967
WOOD, PRE-STRESSED CONCRETE 8528 SW KANASA AVE STUART, FL J4997.
OR COMPARABLE EQUIVALENT.
•
PILING MOUNTING. TABS
MINIMUM (2) 3/8' DIA. SS LAG
BOLTS FOR WOOD PILING •OR
SS CONCRETE ANCHORS FOR
El FC RICAL REVIEW: CONCRETE PILINGS PER PILING
3/4 HP ELECTRIC MOTOR REQUIRED.MINIMUM •(2) 3/8
'10.8 AMPS Q 115V EACH D/A. SS CARR/ACE-SOL T ,FOR
5.4 AMPS:O 230V EACH ATTACHING MOUNTING TAB ,TO
QUANTITY- 2 LIFT REQUIRED PER PILING.
TOTAL WATT: 2484 MOUNTING TAB CONSTRUCTED
FROM 1/4- X 2 ALUMINUM
6061 — T6 FiLAT BAR.
12,000 LB. CODA GEAR n BOATLIFTS AND MARINE PRODUCTS
CAPA BOAT LIFT �QO4050 SELVI7Z ROAD
FORT PIERCE. FL 34981
R. HYDE SCALE. NTS DAM-.• 7/1/15 REV: 1 1-800-544-0735 www.hl—tide.com.,