HomeMy WebLinkAboutConstruction Plans�xisting Boat Lift Waterbody:
ilings Manmade Canal
to Remain Width: Varies 80-100'±
Boat Lift on =xisting Pilings
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Scale
Plan Proposed Boat Lift on Existing Pilings Uncen marine Construction, inc. emali: linaenmanneLyanoo.com. Dace:
View o(772)545 I website: www.lindenmarine.net I scale:
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 ASSOCIATION'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 W/ND 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
2017 FBC. ALL PILINGS TO BE
8" MINIMUM DIAMETER
2.5 C.C.A PRESSURE TREATED
WOOD, PRE -STRESSED CONCRETE
OR COMPARABLE EQUIVALENT.
Q
ELECTRICAL RENEW.'
3/4 HP ELECTRIC MOTOR
10.8 AMPS ® 715V EACH
5.4 AMPS ® 230V EACH
QUANTITY 2
TOTAL WATTS: 2484
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NOTE TO EXAM/NER:
THIS CER77FIED ENGINEERED
DRAWING HAS BEEN PREPARED
SPECIFICALLY FOR USE ONLY BK-
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ROGER BASER
P.E. NO. 43855
MCR PROFESSIONAL ENGINEERING
C.A. NO. 26967
1014 NW P/NELAKE DR.
STUART, FL 34994
PILING MOUNTING TABS
MINIMUM (2) 3/8- DIA. SS LAG
BOLTS FOR WOOD PILING OR
SS CONCRETE ANCHORS FOR
CONCRETE PILINGS PER PILING
REQUIRED. MINIMUM (2) 3/8-
DIA. SS CARRIAGE BOLT FOR
ATTACHING MOUNTING TAB TO
LIFT REQUIRED PER PILING.
MOUNTING TAB CONSTRUCTED
FROM 1/4- X 2- ALUMINUM
6061-T6 FLAT BAR.
12,000 LB. CUDA GEAR BOARIFTS AND MARINE PRODUCTS
BOAT LIFT (2017 FBC) IO��o� FORT
PIERCE,
Z ROAD
FORT PIERCE, FL 34987
R. HIDE SCALE' NTS DATE: 112118 REV- 7 1-800-544-0735 www.hi-tide.com
ENGINEERING R W W.•
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 ASSOCIATI"""'
ALUMINUM DESIGN MANI
BEAMS AND MOUNTING BRAC,
INSTALLED PER HI —TIDE INSTRUCTIONS
EXCEED ULTIMATE DESIGN WIND SP£I
180 MPH (EXPOSURE CATEGORY C
BOATS ARE TO BE REMOVED FROM I
LIFTS PRIOR TO A MAJOR WIND EW
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
8" MINIMUM DIAMETER
2.6 C.C.A PRESSURE TREATED
WOOD, PRE —STRESSED CONCRETE
OR COMPARABLE EQUIVALENT.
Fr E TRI A REVIEW.'
314 HP ELECTRIC MOTOR
10.8 AMPS 9 115V EACH
5.4 AMPS 9 230V EACH
QUANTIT)' 2
70TAL WATTS 2484
NOTE TO EXAMfNER:
THIS CERTIFIED ENGINEERED
DRAWING HAS BEEN PREPARED
SPECIFICALLY FOR USE ONLY BY
m
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NO.43855 9 °°
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OVED SEP 2 0
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°OO°°e°oo ON Al^OOOO°
ROGER BABER
P.E. NO. 43855
ICR PROFESSIONAL ENGINEERING
GA NO. 26967
1014 NW PIN£LAK£ DR.
STUART, FL 34994
.ING MOUNTING TABS
IMUM (2) JIB- DIA. SS LAG
LTS FOR WOOD PILING OR
CONCRETE ANCHORS FOR
JCR£TE PILINGS PER PILING
�UIRED.MINIMUM (2) 3/8"
SS CARRIAGE BOLT FOR
_. TACHING 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 BAR.
T7F7 �
12, 000 LB. CODA GEAR III I� 80ATLIFT0 AND MARINE PRODUCTS
BOAT LIFT 2017 FBC W FORT
ER E. ROAD
FORT PIERCE, FL '3
A HYDE SCALE: NIS DATE.. 112118 REV. 1 1-800-544-0735 www.hi—fide.com