HomeMy WebLinkAboutENGINEERINGz
z
IrloIndrto Rd
-vt .
Treasuro, Coast
Intet6ational ,t .
Airport and St'Lucio-
I Bus'he5s Rark
- Sl tn;le 8Svz1
7�-
t 6j5
- Fort-Pierce;
North
+- B
Co
1402 li ft a nian'Road
F.reet.t_' '
SASSEVILLE Jerner&Associates, Inc. .,.�, �,
_ Marine Environmental Consulting Date: 1/14/18
25 MAJESTIC WAY
2537SEAlonsoAva Port St. Lucie, FL34952
Ph(772)283-2950
FORT PIERCE JERNER@BELLSOUTH.NET
t
SASSEVILLE
25 MAJESTIC WAY
FORT PIERCE
1402 H6rU ah Road
Fort Pier_ceFFL,$4947
- fiFJerner &Associates, Inc. �"6I i
Marine & Environmental Consulting Date: 111411
2537 SE Alfonso Ave PortSt. Lucie,FL34952
Ph.(772)283-2950
r,.- ERNER@BELLSOUTH.NET
01i
i Ulluuuu�
REPAIR EXISTING 4'X 30'
MARGINAL PIER
MANMADE CANAL
SASSEVILLE
25 MAJESTIC WAY
FORT PIERCE
QUEENS COVE -UNIT 1- BLK 14 LOT A
REMOVE TIMBER SUPPORT PILES. WHALER & CAP. REPLACE
WITH CONCRETE CAP, MID WHALER & NEW DEADMEN
iiel F!a�I iblWyorch,
1402 Hi�ifp n Rdad,f
Fort P1er6e,'0Li4w' kk�
Jerner & Associates, Inc.
Marine & Environmental Consulting Date: 1114118
2537SEAIfonsoAve PortSGLucie,FL34952
Ph.(772)283.2950
a JERNER@BELLSOUTH.NET
3
Pier Section Thru
EXISTING OUTSIDE Live Load 40 lbs. / Sq Ft
PILES TO REMAIN Dead Load 5 lbs. / Sq Ft
SGL Bolts, Nut,
Washers 5/8" H.D.
Galy. OrS.S. (304)
Nut Fully Threaded
4'+/-
2" x 6"SYP, .40 ACC
.+ t �• �- %" X 6"Lags for Decking #1 Grade w
F' Stringers Minimal plank spacing
r • Fasten w #10 3" SS (3(
Screws, 2 per Stringe
2"x 8"P.T. SYP, .4
ACQ treated stringer.
_.._.._.._.._.._.._.._ _ -W..IN.._.._. be buttjointed, bull
...................... ' _ML,VY._.._.. joints to be staggere
2" x 8" P. T. SYP, .4
REPLACE/RELOCATE ACQ treated DBL bei
INSIDE PILES AS NEEDED ;
FOR SEAWALL REPAIR
New pilings driven to a minimum depth of 6' and as
necessary to provide adequate bearing and stability
H
SASSEVILLE
25 MAJESTIC WAY
FORT PIERCE
-Min. 8" Dia. 2.5
CCA treated piles
Pier Plan View
4'+/-
CENTER STRINGERS TIED
DOWN WITH 2"X 4"X 12" 040 ORD B®��
TREATED PINE W 2PC 31� ii . .....
SCREWS @ EA MEMB� 00p`'�
Jerner & Associates, Inc.
Marine & Environmental Consulting
— " 2537 SE Alfonso Ava Port St. Lucie, FL34952
Ph.(772)283-2950
JERNER@BELLSOUTH.NET
Dalli6l Paul Rbtherf fd, <
P:E. 72451�* ��° 01 z�
or
14D2 N�n aetav Road �`�'�;:,,q
Fortiaierce L•'.�
Date: 1/14/18
NEW 12" x 20" Concrete Cap, 5001
PSI w (4) # 5 Rebar continuous w
18" Overlap
co
i
%" chamfer all
exposed edges
4" Plate & Nut -I-
Ea.
End
NEW 4" X 6"
ENCAPSULATED
WHALER
MHW
1 �
_._._.-.-.-._.-._.-._.-.-.-.-.-.-._.-.-
#3 Ties, 24" O. C., 3" from
outside edge
Existing Tiebacks &
Deadmen to Remain
N
6 1
r of
%" HDG Threaded Rod 3 .
Win.20'Length) •~•�
30" X 30" X 6" w #4
Bars @ 6" O. C.
ALL NEW SEAWALL WORK TO BE Each Way, 5' O.C.
PERFORMED ABOVE WATERLINE
SECTION THRU
m 5'
U
N ni •
LO -4— 24" —►
. FZ—.
S
OI a
"o
I — III "#3 Stirrup
SASSEVILLE
25 MAJESTIC WAY
FORT PIERCE
Deadman 5'0.C.
12"X 20" Concrete .. 000 PSI
Lam)
■
EXISTING
PANELS TO REMAIN
jj�
�������1tr!�ti!��!�rI,��ti!1���!,��i!��ti!�v,�i!�a!��!tiI�✓,��i1��
I ✓�.'r���v`,�
✓��!��,��!�`rr�1!`�!�1!ti�,/��!�v,'1i!���������vt��!�ar��!�ff,��!�1!�J�
•Y.1✓.f��,2R,ir.,.?,.iti?�.i�.i�✓,3✓?,i-,iwri�,i�,3`
�✓',�v',�.%.��.`r�vv;��,r�.��,%,ti�v',�.r�,`r±r�.%.i�v�
���!��!��n✓�a!�a!�`��!�+C�i!,�i!��ti+��!��!,
v�.%.%• ±r�•!�,!�•,•�
��i!�ti!�r,✓�✓,��!��!ti1,l�v!�r!�+/���I��!�ai,
`1.J�.r�.✓�✓�.r�.h��.i�.i
�•`r�.r�.%•v�v',�•t�,?�'
--
VIM, NA
EAD ELEVATION
20"
e
P.E. 24
d J
e'
� 14`02 karma@` toad t-'c
Fo Po'i;rT
c8, FL 3494
Design *inc?bad Inform do
ee� Code: -FBC 201 ?r6TCAq )E A' % -
ASCE 7-10 , ' i
Wind Speed: 170 MPH, 3 Second Gust
Exposure "D"
Importance Factor. 1.0
Internal Pressure Coeff.: 0.00
Height: 6 Ft. Mean
Jerner & Associates, Inc.
Marine & Environmental Consulting
2537 SE Alfonso Ave Port St Lucie,FL34952
Ph.(772)283-2950
]ERNEMELLSOUTH.NET
Date: 1114118
SHEET 5
NEW 12" x 20" Concrete Cap, 5001
PSI w (4) # 5 Rebar continuous w
18" Overlap
w
%" chamfer all
exposed edges
4" Plate & Nut
Ea. End
NEW 4"X 6"
ENCAPSULATED
WHALER
MHW
r
_._._._._._._._._.-.-.-.-.-._.-.-._.-._
#3 Ties, 24" O.C., 3" from
outside edge
Existing Tiebacks &
Deadmen to Remain
N
16" 1
"HDG Threaded Rod r
.
(Min.20'Length) ���~�
€ 30" X 30" X 6" 5000
PSI CONCRETE,
'•?`• ALL NEW SEAWALL WORK TO BE DEADMEN w #4-,
PERFORMED ABOVE WATERLINE Bars @ 6" O. C.
5'
a
® a'
Ai "!
Dalill Ppabl Rd, ord, � p+_a
s
SECTION THRU
1402 1�.&gn,RoadL
Fort Pit`re�l?44991
C 5' ����OA�
Lq .
m L 24" —►
U �
3
co 1 I 1
III \—.-#3 Stirrup
SASSEVILLE
25 MAJESTIC WAY
FORT PIERCE
o _ q
Deadman 5' 0. C.
r�
i
..
L,
EXISTING
PANELS
TO
REMAIN
IQ
. .'
MMMMIMMMMMMMM
���✓�1I�i�4
y ����1I�1IV
`i�������1
�iI�+C�w%��
�✓���+%�
�•lea!�+%i!��v!�i!„ti�!,�I��!�rYt�!�v,.�?�V�r!��!*1���!�.I�
��'ht�ll��i�������i/
��i��+��ilit�'✓�ir�h��1/
1I�i%�h��a%+��✓�+%�i%{Y
��1%�1I�AI�
`I���+A�IY
✓�i%�h��� i%���4%���
if������ ��i���Y
��I�.I�.I.✓,��1!�1!,+*�i!'�✓��!���!��!�i!�
mmmm
�il�il�'+%��
�'��il�il�i/
i��A��i+k�1I1,
4r�1��+%��1
BULKHEAD ELEVATION
20"
Design Windload Information
_ Code: FBC 2017 6TH ADD/ FRC 20171
ASCE 7-10
Wind Speed: 170 MPH, 3 Second Gust
Exposure "D"
Importance Factor. 1.0
Internal Pressure Coeff.: 0.00
Height. 6 Ft. Mean
Jerner & Associates, Inc.
Marine & Environmental Consulting Date:
2537SEA1JonsoAve Port St Lucie,FL34952
Ph.(772)283-2950
JERNER@BELLSOLITH.NET
I�
r14/1§tEFEIVtL)
MAR 2 0 '"3
ST. Lucie County, Permitting