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PALMERI & jerner &Associates, Inc. SHEET I
AMarine & Environmental Consulting Date: 615118
53 NETTLES BLVD. 2537SEAlfonsoAve Port St. Lucie, FL 34952
Ph.(772)283-2950
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IN&W MER LAGOON
NO PORTION OF DOCK STRUCTURE OR
ELECTRIC TO BE AFFIXED TO SEAWALL
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12'6"
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APPROX. RIPARIAN LINE
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jerner &Associates, Inc.
Marine & Environmental Consulting Date: 615118
2537 SE Alfonso Ave. Port St. Lucie, FL34952
PIL(772)283,2950
JERNER@BELLSOUTH.NET
SHEET
Dock Section Thru
Pilings jetted to a minimum depth of 6' and as
necessary to provide adequate bearing and stability
PALMERI
53 NETTLES BL VD,
- _ -------.1�NSEl--V BEAC'f_--
Bolts 5/8" S.S.
w Washers &
Nuts
X 4' THRUFLOW
king. Fasten w #10 3"
(304) Screws, 2 per
Stringer
x 8 , SYP, .40 CCA
or ACQ treated
ringers, lap spliced
x8;SYP,.40CCA
ACQ treated bents
8" Dia. CCA
treated piles
Design Windload Information
Code: FBC 2017 6TH 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
Dock Plan Vie
Dande' ai eYh W61
P.E751 ,
,6 pa
oad
4'— 10' For€P. "rrk�
!fie, FL`34�47
.....
Jerner & Associates, Inc.
Marine & Environmental Consulting
2537SEAlfonso Ave Port St. Lucie,FL34952
Ph.(772)283-2950
12' O.C. Max.
Each Way
Grated Decking Secured
with #10 Pan head S.S.
Screws 2 Per Stringer
- CENTER STRINGERS TIED
DOWN WITH 2"X 4" X 12" 0.40
TREATED PINE W 2PC 3" SS
SCREWS @ EA MEMBER
Date: 615118
SHEET 3
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A1A Dock Products, Inc
5745 Plunkett St.
Hollywood, FL 33023
Lift Ladder
Law's Electrical Service Inc.
5158 NW Primm St
Pt St Lucie FI.34983
11
Pcl fAn(
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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, AND PER DESIGN LOAD
REQUIREMENTS OF THE 2015
EDITION ALUMINUM ASSOCIATI^Al'C
ALUMINUM DESIGN MANI
BEAMS AND MOUNTING BRAC
INSTALLED PER HI-77DE INSTRUC770N_'
EXCEED ULTIMATE DESIGN WIND SPE
180 MPH (EXPOSURE CATEGORY C
BOA7S ARE TO BE REMOVED FROM I
LIFTS PRIOR TO A MAJOR WIND EVI
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
1 0" MINIMUM
DIAMETER. 2.5 C.C.A
PRESSURE TREATED WOOD,
PRE -STRESSED CONCRETE OR
COMPARABLE EQUIVALENT.
ELECTRICAL REVIEW.
1 HP ELECTRIC MOTOR
12.8 AMPS ® 115V EACH
6.4 AMPS ® 230V EACH
QUANTITY- 2
TOTAL WATTS. • 2944
16,000 LB. CODA GEAR
BOAT LIFT (2017 FBC)
R. HYDE SCALE. NTS DA7E• 1/2/18 REV! 1
'017
d18 8 "fl/
NOTE TO EXAMINER:
THIS CERTIFIED ENGINEERED
DRAWING HAS BEEN PREPARED
SPECIFICALLY FOR USE ONLY BY
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ROGER BABER
P.E. NO. 43855
CR PROFESSIONAL ENGINEERING
C.A. NO. 26967
1014 NW PINELAKE DR.
STUART, FL 34994
ING MOUNTING TABS
FMU14 (2) 3/8" DIA. SS LAG
TS FOR WOOD PILING OR
CONCRETE ANCHORS FOR
iCRETE PILINGS PER PILING
)UIRED.MINIMUM (2) 3/8"
SS CARRIAGE BOLT FOR
n i i"ACHING MOUNTING TAB TO
LIFT REQUIRED PER PILING.
MOUNTING TAB CONSTRUCTED
FROM 1/4" X 2" ALUMINUM
6 0 6 1- T 6 FLAT BAR.
BOAMIF7S AND MARINE PRODUCTS
4050 SEL W 77 ROAD
FORT PIERCE, FL 34981
1-800-544-0735 www.hi—tide.com