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HAUL-WELC INC.
MECH-ELECT-CIVIL ENG.
1984 BILTMORE ST. #114
k , 97osoutiilndian PORT SAINT LUCIE, FL 34984
tia, h s�G ,River�Drrve PAUL WELCH R.E.
FLA REG N0.29945
GALT ! ' Jerner &Associates, Inc. S T 1
Marine &Environmental Consulting Date:618121
9701 S. I NDIAN RIVER DRIVE i 25375EAlfortso Ave. PottSt. Lime, FL34952
1 + Ph.(772)283-2950
FORT PIERCE JERNER@BELLSOLITH.NET DEC 15 2021
,t',on�
VIEWS®ODELlp►K
ST. LUCID COU C()p�
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cl
'NG.
�114
34984
r-ua ht:u NU.Zyy45
GALT L
Jerner&Associates, Inc.
� —I f: t Marine& Environmental Consulting Date: 618121
9701 S. I NDIAN RIVER DRIVE L` — 2537SEAl on so Ave. Port St. Lude, FL34952
772)283-2950
FORT PIERCE i Ph.(BELLSOU-T
�..£--;:�»-;� JERNER@BELLSOLITH.NET DEC 15 2021
EXISTING 160'X 4'ACCESS = 640 SQ FT -
NEW 165X 4'ACCE55ADDITION = 660 SQ FT
NEW IO'X 16' TERMINUS = 160 SO FT
TOTAL NEW & EXISTING = 1,460 SQ FT
moo$
W
_.._.._.._.._.._.._.._.._.._.._.APPROX.RIPARMNLINE_ _.._.._.._.._.._.._
SAV/DEPTH SURVEY PERFORMED ON JUNE B, 2021 BY
BRUCE JERNER. TRANSECTS MEANDERED BY
SNORKELING ALONG 300' TAPE
SEA GRASS COVER
RESOURCE/ DEPTH
TRANSECTS
I �
i�
ig
i^
E EXISTING 160'X 4'ACCE55 PIER
:\ 1
PROPERTY'—• �` ••_
LINE
GALT
9701 S. I NDIAN RIVER DRIVE
FORT PIERCE
I-
-1-
I'
REMOVE & RELOCATE
EXISTING TERMINUS & LIFT
& MOORING PILES
INDIAN RIVER LAGOON
2,500'+ TO CHANNEL
ti
0
DISTANCE FROM
END OF DOCK
V
0
TURBIDITYCURTAIN TO BE DEPLOYED AND
REMAIN IN PLACEAROUND ACTIVEJETTING
AND REMAIN IN PLACE UNTIL TURBIDITY
SUBSIDES TO BACKGROUND LEVELS
Jerner &Associates, Inc.
f j i Marin&Environmental Consulting
2537SEAyonso Ave. Pon St Lucie, FL34952
ly ; Ph(772)283-2950
y • '' r JERNER@BELLSOUTH.NET
APPROX. WARM
1 ' = 50'
S T3
Date: 6/8/21
DEC 1 5 2021 jj�
PAUL WELCH INC'
MECH-ELECT-CIVIL ENG,
1984 SILTMORE ST. #114
PORT SAINT LUCIE, FL 34984
PAUL WELCH R.E.
FLA REG NO.29945
EXISTING UPLAND
APPROACH
Ra
EXISTING 160'X 4'ACCESS PIER
ROPE OR RIGID
HANDRAILS ALONG
ACCESS PIER WHERE NO
MOORING OCCURS
REMOVE & RELOCATE
EXISTING LIFT &
TERMINUS
n
PROPOSED 165'X 4' GRATED ACCESS PIER
10'X16'6RATED
TERMINUS W (1)
BOAT LIFT
i inwri iicn .ivr nravi rll. vvl ni rnuii nnn.
HALOPHILA DECIPIENS THROUGHOUT 36'@ Mt W 4"HEIGHT
SEAGR45S = 26"MAX.
VESSEL DRAFT
PAUL WELCH INC.
MECH-ELECT-CIVIL ENG.
1984 BILTIVIORE ST. #114
PORT SAINT LUCIE, FL 34984
PAUL WELCH R.E.
FLA REG NO.29945
1 "= 50,
GALT f Jerner &Associates, Inc. SH T 4
I Marine &Environmental Consulting Date:618121
9701 S. I NDIAN RIVER DRIVE ; ; ; - 2537SEAlonso Ave. Port St. Lucie, FL34952
Ph(TI2)283-2950
FORT PIERCE C: �r u. JERNER@BELLSOUTH.NET DEC 1 5 2011
Pier Section Thru
Pier Plan View
ROPE OR RIG
HAND RAIL
Live Load 40 lbs. / Sq Ft
Dead Load 5 lbs. / Sq Ft
SGL Bolts, Nut,
Washers 5/8" S.S.
(304) w Nut Fully
Threaded
Thruflow Decking w
x fk minimal 43% open spa
Fasten w #10 3" SS (3(
Screws, 2 per Stringe
to
'n 2" x 8" P. T. SYP, .4
j ACQ treated stringers
be butt jointed, but
joints to be staggere
:c ...... MaW_.._. ,.' . _. _. _. _... 2"x 8" P.T. SYP, .4
MLW ACQ treated DBL be,
` m
- --if C/)
Pilings jetted to a minimum depth of 6' and as
necessary to provide adequate bearing and stability
GALT
9701 S. I NDIAN RIVER DRIVE
FORT PIERCE
Min. 8" Dia. 2.5
CCA treated piles
Design Windload Information
Code: FBC 2020 7TM 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
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
Jerner &Associates, Inc.
Marine& Environmental Consulting
2537SEAifonso Ave. Port St. Lucie, FL34952
I i Pk(772)283-2950
JERNER@BELLSOUTH.NET
PAUL WELCH INC.
MECH-ELECT-CIVIL ENG.
1984 BILT"MORE ST. #114
PORT SAINT LUCIE, FL 34984
PAUL WELCH P.E.
FLA REG NO.29945
Date: 618121
DEC 1 5 2021
5
_DECO Engineering Specs: Concept Aluminum - 2 Motor Lifts
A B C D E F G H I
Lift Capacity
Upper
Drive
Winders
Cables
Cable
Motors HP
Motor
Gearbox
Gear
Belt
Lower
Spanner
Guide
Bunk
In. of
Piling
(lbs)
Beams
Shafts
Spread
Voltage
Pulley
Pulley
Ratio
Size
Beams
Pipes
Posts
Chocks
Boards
Lift/Min.
(Qty)
(TENV)
Dia.
Dia.
Size
4' x 4" Box
1.5"
2"
5/6"
(2) % HP
1.5" Alum
4,000
/" Thick
Sch. 40
Sch. 80
S.S.
78"
120V/13A
2"
10"
250
37
a"x4" Box/"
Thick 10'
Sch 40
80"
Small-
2"x8"
2" 8
48'/Min.
(4)
10,
Galy.
Alum.
1 Part
240V/7A
to 1
6' 2"
18°
8„
4" x 6" Box
1.5'
2"
%6"
(2) % Hp
1.5" Alum
Small or
2"x10"
(4)
6,000
%" Thick
Sch. 40
Sch. 80
S.S.
90"
120V/13A
2"
101,
250
37 t
4"x6" sox%"
Thick 11'
Sch 40
80"
Med.-
12' L
48"/Min.
8"-10"
12'
Galy.
Alum.
1 Part
240V/7A
to 1
71211
180
g
4" x 6" Box
1.5"
2"
%6"
(2) Y4 Hp
250
a"x6" sox'/,"
1.5" Alum.
80"
Small or
2 � t
10,000
Y44" Thick
Sch. 40
Sch. 80
S.S.
114"
120V/13A
2"
10„
to 1
37"
Thick 12'
Sch 40
Med.-
12 Lg.
' L
24"/Min.
8"-]0"
1-1
14'
Galy.
Alum.
2 Part
240V/7A
9'2"
1g°
13,000
4" x 8" Box
%" Thick
1.5"
Sch. 40
2"
Sch. 80
5/6"
S.S.
114"
(2) % HP
120V/13A
2.5"
12"
300
42"
4Thick
1.5" Alum.
Sch 40
120'ar
L18°
ge-
2"x10"
24"/Min.
(4)
14'
Galy.
Alum.
2 Part
240V/7A
to 1
12'6""
9,2„
or 24 °
14' Lg.
8" -10
16,000
4" x 8" Box
%" Thick
1.5'
Sch. 80
Sch. 80
%6"
S.S.
138"
(2) 1 HP
120V/13A
2.5'
12'
300
42 „
4"xs" Box''/<"
Thick +/ ,"x3"
1.5" Alum.
Sch 40
120„
Large-18°
3"x10"
24"/Min.
(4)
16'
Galy.
Alum.
2 Part
240V/7A
to 1
(1)FB-14'
11' 2"
or 24°
16' Lg.
10"-12"
20,000
4"x8" Box
3;" Thick
1.5"
2"
j6"
(2) 1 HP
a^xs^ sox/"
1.5" Alum.
120'
Large°
4
4 Piling+j"x3"
(1)
Sch. 80
Sch. 80
S.S.
138"
120V/13A
2.5"
12"
to 1
to 1
42"
Thick+%"x3"
(2) FB-15'
Sch 40
or 24°
4'
16' Lg,
16"/Min.
10(-12"
FB-16'
Galy.
Alum.
3 Part
240V/7A
10 6
20,000
4" x 8" Box
2"
/6"
(2) 1 HP
300
4"x8" Box''/a"
1.5" Alum,jLarge-18°
120
3"X10"
( 6
6 Piling
Y4n Thick
Sch. 80
Sch. 80
S.S.
138"
120V/13A
2.5"
12"
to 1
42"
Thick+%"x3"
Sch 40
or 24°
16' Lg.
16"/Min.
10 )
1
Galy.
Alum.
3 Part
(2)FB-15'
10' 6"
Piling Mont to be through bolted with (2) $" Min. Recommended Wire Size
bolts (4 or 6 Locations)
100, 200' 300 4001
H
_
3/4-hp #10 906 N/A N/A
Dilov
gitally
Tho
3/4-hp #12 #10 #08 #06
q
�l signed by
1-hp #08 #06 N/A N/A
Thomas Witte
z OP #10 #08 #06 #04
/, .
Ej
-
1
B
p
._
�� ,Date:
mas, I •,t
A,
f: 2021, 065
�,.-��' 15:28:33 o
wit, ��CI
M.-
Main Panel
V
—04'001
r.0
FCI Bmakc
F
G
This item has been digitally signed and .MS !y
sealed by Thomas G. Witte, PE on
�:�`j . �tCENS'•��>•
Note: The lift structure
is designed to withstand wind speeds up to 180 mph per 2020 F.B.C.
6/11/2021 using a digital signature.
and ASCE 7-16 provided vessels are not stored on
lifts during high wind events and the lift
�t No. 49982
structure is
in full up position.
Printed Copies of this document are
not =
Bottom penetration to be in conformance
with
local regulations/codes and a minimum
of 10'
considered si g ,-p ,n., , STATE OF , �h�he
signed and sealed and the z
SHA Code %FS<ORIOP•G?�
into the subsurface. All
structural components
of
DECO Lifts consist of 6061-T6 Marine
Grade
must be verified on any
Aluminum,
all fasteners and hardware
are 304 Stainless Steel.
electronic copies.
�'•`,ONgLS\ .
DECO Power Lift,
Inc., 1041 Harbor Lake Dr., Safety Harbor FL 34695
800-2044178 www.decoboatlrf