HomeMy WebLinkAboutEngineeringMARTIN
1055 NETTLES BLVD
JENSEN BEACH
k !. ! Jerner &Associates, Inc.
Marine & Environmental Consulting
w 2537SEAIfonsoAve. Port SGLucic,FL34952
i Ph.(772)283-2950
zr s. JERNER@BELLSOUTH.NET
Date: 1017121
SHEET 9
MARTIN
1055 NETTLES BLVD
JENSEN BEACH
EI ' Jerner & Associates, Inc.
? Marine & Environmental Consulting
2537SEAlfonsoAve. Port St. Lucie,FL34952
Ph.(772)283-2950
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DEC 1 5 2021
PAUL WELCH INC.
MECH-ELECT-CIVIL ENG.
1984 BILTMORE ST. #114
PORT SAINT LUCIE, FL 34984
PAUL WELCH R.E.
FLA REG NO.29945
Date: 1017121
SHEET 2
WEIGHTED
— TURBIDITY CURTAIN
I� I
24
_._._._._._._._._.
REPLACE& RECONFIGURE
I EXISTING 636 SQ FT I
I DOCK. TOTAL NEW DOCK j
j =000FT _ _ - -- _ _ _j I = -
I
I�
BARREN SANDYG4NAL BOTTOM WITH
OYSTER & SHELL FRAGMENT. SAV SURVEY
PERFORMED WITHIN 50'RADIUS OF PROJECT
SITE ONAUGUST31,2021 BYBRUCEJERNER.
NO SA OBSERVED
SEA
MARTIN
1055 NETTLES BLVD
JENSEN BEACH
32'
GP
I
f�LADDER AFFIXED W
(4)%' x 5" SS LAG BOLTS
—.—. (-)6' MLW
— —-----•-
34.64' SHORE
NO PORTION OF DOCK STRUCTURE OR
ELECTRIC TO BE AFFIXED TO SEAWALL
id
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Marine & Environmental Consulting
2537SE Alfonso Ave. PortSt.Lucie�FL34952
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DEC 1 5 2021
PAUL WELCH INC.
MECH-ELECT-CIVIL ENG.
1984 BILTMORE ST. #114
PORT SAINT LUCIE, FL 34984
PAUL WELCH P.E.
FLA REG NO.29945
1 " = 10'
Date: 1017121
SHEET 3
1101 Dock Section Thru Dock Plan View
OPTIONAL ROPE
HANDRAILS
ffi9�
2"X 8"X-BRACE W 518"
SS BOLT, FULL THREAD
NUT, WASHER, EVERY
OTHER PILE SET
Live Load 40 lbs. / Sq Ft
Dead Load 5 lbs. / Sq Ft
SGL Bolts, Nut,
Washers 5/8" S.S.
O, (304) w Nut Fully
Threaded
2"X 6" Composite
Decking w Minimal pla
spacing. Fasten w #10
•' SS (304) Screws, 2 pi
Stringer
2" x 8" P. T. SYP, .4
ACQ treated stringer;
MHW be butt jointed, but
MLw joints to be staggere
2" x 8" P. T. SYP, .4
ACQ treated DBL bei
Pilings jetted to a minimum depth of 6' and as
necessary to provide adequate bearing and stability
t'
MARTIN
1055 NETTLES BLVD
JENSEN BEACH
-Min. 9" Dia. 2.5
CCA treated piles
Design Windload Information
Code: FBC 2020 7TH ADD/FBRC 2020
7TH ADD/ ASCE 7-16
Wind Speed. 170 MPH, 3 Second Gust
Exposure `D"
Importance Factor. • 1.0
Internal Pressure Coeff.: 0.00
Height: <10 Ft. Mean
VARIES
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W
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Center Stringer(s) toe Nailed w (2) #16 SS
(304) Ring Shank Nails @ Each Bent, Outside
Stringers Face Nailed w #16 SS (304) Ring
Shank Nails, Inside or Outside Stringers
PAUL WELCH INC.
MECH-ELECT-CIVIL ENG.
1984 BILTMORE ST. #114
PORT SAINT LUCIE, FL 34984
PAUL WELCH R.E.
FLA REG NO.29945
h_�
Jerner & Associates, Inc.
! Marine & Environmental Consulting
2537SEAlfonsoAve Port St. Lucie,FL34952
I ft
Ph.(772)283-2950
:> JERNER@BELLSOUTH.NET
SHRET4
Date: 1017121
DEC 172021
82-3/4'
ICIN SKID STEPS
i'X2*XI/8'
EXTRUDED CHAk
Ii2• T1Rtm" MILTS
Cm ANCm;ls
TO MCK
4 PLACES
Wy $LPPLIiED
1-1', SCHEDULE 40
ALUMINUM TtSNG
19-k
21-3/4'
I2'TYP.
S a+as
61'
r
I 5 STEP STRAIGHT LADDER International Dock Products Inc.
l
954-964-5315 F'ox.,954-964-2715
PAUL WELCH INC.
MECH-ELECT-CIVIL ENG.
1984 BILTMORE ST. #114
PORT SAINT LUCIE, FL 34984
PAUL WELCH P.E.
FLA REG NO.29945
DEC '1 5.2021
RE1/IEVUED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
SOCC