HomeMy WebLinkAboutPLANSENGINEERING REVIEW.• 4F-
BOAT LIFT TOP CARRIER BEAMS AND
LTH
OAD REQUIREMENTS OF THE 6THWIND
OUNTING BRACKETS COMPLYI EDITION por OFCO
(2017) FLORIDA BUILDING CODE, PER �1/167ASCE 7-10, AND �1�
REQUIREMENTSP OF ER OTH£N 20T5 LOAD 3t4 VOepe %,9
EDITION
ALUMINUM MIDESIGN NUM O MANUALS CoOh Y�PhC
BEAMS AND MOUNTING BRACKETS
INSTALLED PER HI -TIDE INSTRUCTIONS WILL
EXCEED UL TIMA T£ DESIGN WIND SPEED OF
180 MPH (EXPOSURE CATEGORY C OR D)
BOATS ARE TO BE REMOVED FROM BOAT
LIFTS PRIOR TO A MAJOR NAND EVENT.
ILI �$
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 TREATED
WOOD, PRE -STRESSED CONCRETE
OR COMPARABLE EQUIVALENT.
ELECTRICAL RENEW.•
1 HP ELECTRIC MOTOR
AMPS 0 115V EACH
6.4 AMPS 0 230V EACH
QUANRTY.• 2
TOTAL WATTS: 2944
X2 ELECTRICAL REVIEW.•
2 HP ELECTRIC MOTOR
-- AMPS ® 115V EACH
12.4 AMPS 0 230V EACH
OUANTTTY.• 2
TOTAL WATTS: 5704
NOTE TO EXAMINER:
THIS CERmED ENGINEERED
DRAWNG HAS BEEN 7CALLY FOR USE ONLYED
FILE.
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VED DEC 09 `
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_Q) ROGER BABER
P.E. NO. 43855
MCR PROFESSIONAL ENGMEERING
C.A. NO. 26967
1014 NE PINELAKE 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
EVIEWED FOR REQUIRED. MINIMUM (2) 3FOR
p� C DIA. SS CARRIAGE BOLT FOR
p�0®E COMPLIANCE ATTACHING MOUNTING TAB TO
LIFT TINGREQUIRED PER PILING.
MOUNTING TAB CONSTRUCTED
ST. LUCIE COUNTY 6 006 1- T 6 XF L AAT U BAR.
R
SOCC
GEAR DRIVE X2 BOAT LIFT (20 7 FBC) 0071
R. HIDE SCALE. NIS DATE 1/2/18 REV- 1
BOATLIFTS AND MARINE PRODUCTS
4050 SELV17Z ROAD
FORT PIERCE, FL 34981
1-800-544-0735 www.hi—tlde.com
LIFT
CAPACITY
TOP CHMINELS
CRADLE I —BEAM
BUNK BOARDS
CABLE
SIZE
CABLE
SPREAD
WIDE
PO57
HEIGHT
DRIVE
SHAFT
517E
VERTICAL
REACTION,
Rv
SIZE
LENGTH
SIZE
LENGTH
SZE
LENGTH
24000 LB.
2—C8X
5.789
12'-6'
�2%
14.292
15'-0'
3%8
14'-0'
3/8'
TRIPLED
e'-11'
10'-0'
1 O.D
SCi. BO
6,700LB
PIPE
DESIGN CRITERIA NOTE_
THIS STRUCTURE HAS BEEN DESIGNED FOR CALCULATED GRAVITY
AND WIND LOADS IN COMPLIANCE WITH THE FLORIDA BUILDING CODE
2014. ADM 2010, AND ASCE 7-10 'MINIMUM DESIGN LOADS FOR
BUILDINGS AND OTHER STRUCTURES' TO WITHSTAND LOADS
ASSOCIATED WITH A BASE IIND SPEED OF 170 MPH (RISK
CATEGORY 1). EXPOSURE 'D'. BOATS SHALL NOT BE STORED ON
LIFTS DURING HIGH WIND EVENTS. JOE DEREUIL ASSOCIATES HAS
NO CONTROL OF THE MANUFACTURING, PERFORMANCE, OR
INSTALLATION OF THIS PRODUCT. THESE GENERIC PLANS WERE
ENGINEERED IN ACCORDANCE WITH ACCEPTED ENGINEERING
PRACTICES AND DATA PROVIDED BY THE MANUFACTURER,
ULTIMATE WIND PRESSURES_
ROUND MEMBERS 61 PSF
SQUARE (FIAT) MEMBERS 88 PSF
NDff1_
PRESSURES GIVEN ARE ULTIMATE U
DESIGN. FOR SERVICE LOADS TO BE
A QUALIFIED GEOTECHNICAL ENGINEER SHALL ASSESS
THE CAPACITY OF THE SOILS TO RESIST THE
VERTICAL REACTION INDICATED
ND]E5'
1. TUFT CAPACITY IS TOTAL WEIGHT OF BOAT. WEIGHT OF BOAT
SHALL BE EVENLY DIVIDED AMONG EACH CRADLE
2. BEAM AND CHANNEL SIZES ARE ALUMINUM ASSOCIATION
STANDARD SIZES. C=CHANNEL, W=1—BEAM, FIRST NUMBER =
DEPTH, SECOND NUMBER - WEIGHT IN LBS.PER FT.
3. ALUMINUM SHAPES AND PLATES ARE TYPE 6061—T6
4. PIPE IS A53, GALVANIZED
5. CABLE IS STAINLESS STEEL
6. ALL BOLTS ARE STAINLESS STEEL
7. BUNK BOARDS ARE MARINE TREATED d2 SOUTHERN PINE
6. ENGINEERING DESGN IS FOR STRUCTURAL COMPONENTS
SHOWN IN TABLE ABOVE ONLY.
QUALITY ALUMINUM BOATLIFTS
OHT. 1 J OF S
]OE DEREUIL ASSOCIATES , TLC
STRUETURAL ENGINEERS
XX WDS(BYENI89RBI.RM1WOyN®E.32S01.(BSOH79199
ROLIA RE H0. 543191 f= fA R 9%