HomeMy WebLinkAboutBOAT LIFT PAPERWORKENGINEERING REVIEW.•
BOAT LIFT TOP CARRIER BEAMS AND NOTE TO EXAMINER:
AS
MOUNTING BRACKETS COMPLY WITH THIS CER7ENGINEERED
WIND LOAD REQUIREMENTS OF THE DRAWING HHAS BEEN PREPARED
SPECIFICALLY FOR USE ONLY BY:
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 °o°°� R m @ .00°0
INSTALLED PER HI-77DE INSTRUC710NS, WILL '1 0Oo
EXCEED ULTIMATE DESIGN WIND SPEED OF e O C E IV @ A oe
180 MPH (EXPOSURE CATEGORY C OR D) o' O
NO.43855
BOATS ARE TO BE REMOVED FROM BOAT
LIFTS PRIOR TO A MAJOR WIND EVENT. a Yti
V D AN 04
e4 �a
m� o C STATE OF e
PILIK&£
r
PILING PENETRATION TO BE 10' °0°001�'@@F L O R 10��00°000'
INTO THE SAND BOTTOM OR 5' 0 °oo00p0ON ABan",,
o°°
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 ROGER SABER
1 0" M I N I M U M MCR PROFESSIONAL3855 ENGINEERING
> DIAMETER 2.5 C.C.A C.A. NO. 26967
PRESSURE TREATED WOOD, 1014 NW PINELAKE DR.
PRE —STRESSED CONCRETE OR STUART, FL 34994
COMPARABLE EQUIVALENT.
�CANNE®
lV IFWE® FO BY
COIDE COMPLIANCE Stlucieftnty
SOT LOCIE COUNT
BOCC PILING MOUNTING TABS
MINIMUM (2) 3/8' DIA. SS LAG
BOLTS FOR WOOD PILING OR
SS CONCRETE ANCHORS FOR
ELECTRICAL REVIEW CONCRETE PILINGS PER PILING
1 HP ELEC7RlC MOTOR REOUIRED.MINIMUM (2) 3/8-
12.8 AMPS 0 115V EACH DIA. SS CARRIAGE BOLT FOR
6.4 AMPS @ 230V EACH ATTACHING MOUNTING TAB TO
QUANTITY:2 y LIFT REQUIRED PER PILING.
TOTAL WATTS: 2944 FILE �T3°. -'� � MOUNTING TAB CONSTRUCTED
FROM 1/4" X 2- ALUMINUM
6061—T6 FLAT BAR.
16,000 LB. CODA GEAR M0 O BOA77JFTS AND MARINE PRODUCTS
BOAT LIFT (2017 FBC) / R /�Q�a�� 4050 SELV7TZ ROAD
vu FORT PIERCE, FL 34981
R. HYDE SCALE. • NIS DATE. 1/2/18 REtF 1 1-800-544-0735 www.hi-t7de.com
12" x 22" Concrete Cap, 5000 PSI w (4) #3 Ties, 24" O.C., 3" from
#5 Rebar continuous w 18" overlap _ outside edge of concrete
8" Timber Guard or Equal
Batter Pile —
MHWL
MLWL
22" x 12" concrete cap
w (4) #5, 60 K51 Reinf.
Batters 6' O.C.
4— 24"
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Cap Plan
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Suite 202
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REVIE--ED FOR
CODE COMPLIANCE
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130'S1 than River Drive Barry Sculthorpe
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Fort Pierce, FL34950 19 Majestic Way June 6, 2019
Environmental Consultants (772) 577-4141 Fort Pierce, FL 34949
Existing Conditions
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Permit Number y
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No seagrasses
06/13/19
Residential Canal
Not to scale, for permitting purposes only
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Fort Pierce, FL 34950 19 Majestic Way
Environmental Consultants (72) 577-4141 Fort Pierce, FL 34949 tune 5, 2019
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seawall to be replaced
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seawall and concrete
cap within 18 inches '
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:capacity boatlift'
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No seagrasses Residential Canal
06/13/19
Not to scale, for permitting purposes only
A R D EA 130 5. Indian River Drive Barry Sculthorpe
Majestic
Way
Suite 202 Sheet 4 of 7
Fort Pierce, FL34950 19 Majestic Way June 6, 2019
4w/
Environmental Consultants (772) 577-4141 Fort Pierce, FL 34949
a
Fv Permit Number
56-377010-001-002-EE
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Fort Pierce, FL 34950
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Concrete Cap & Deadman Poured
onsite w 5000 PSI Concrete
%" chamfer all
exposed edges 20"
Design Windload Information
Code: FBC 2017 6' ADD/FRC 2017/ASCE 7-10
Wind Speed: 170 MPH, 3 Second Gust
Exposure "D"
Importance Factor: 1.0
Internal Pressure Coeff.: 0.00
Height: <10 Ft. Mean
All Construction Must Meet Applicable
Portions of the 2010 FBC and/or the 2008
NEC, Whichever Is More Stringent
Barry Sculthorpe
19 Majestic Way
Fort Pierce, FL 34949
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June 6, 2019
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Fort Pierce, FL 34950 19 Majestic Way rune 6, 219
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19 Majestic Way
Fort Pierce, FL 34949
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Sheet 1 of 5
July 2, 2019
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replaced within 18"
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July 2, 2019
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