HomeMy WebLinkAboutPlot Plan & Survey0
LL.
LU
W>
pi
[7
w 1 icirtye h%�m
i Ww",
•
4r ,� ,�a t��,��a*
BARNEY
1092 NETTLES BLVD
JENSEN BEACH
RECEIVED
JAN 12 1011
Permitting Departmer
St. Lucie County
S �
A
,
�Wr, V,,
levard , 4 .
X,
Maram'`ar Fig
C,an, 7n[
Jerner & Associates, Inc.
I ? — Marine & Environmental Consulting
2537SEA1fonsoAve. Port St. Lucie, FL34952
{ Ph.(772)283-2950
ERNER@BELLSOUTH.NET
Date: 813120
SHEET 1
BARNEY
1092 NETTLES BLVD
JENSEN BEACH
Jerner & Associates, Inc.
�— Marine & Environmental Consulting
2537SEA1fonsoAve. Port St. Lucie,FL34952
Pk(772)283-2950
JERNER@BELLSOUTH.NET
Date: 813120
Q=maQ�
IL Uj 00 a
M�O
a
SHEET2
BARREN SILT SEDIMENT CANAL BOTTOM. SAV
SUR VEY PERFORMED WITHIN 50'RADIUS OF
PROJECT SITE ONJUL Y 31, 2020 SY BRUCEJERNER
I8'6"
k%
0�
i
BARNEY
1092 NETTLES BLVD
JENSEN BEACH
3 Jerner & Associates, Inc.
I !
Marine e'r Environmental Consulting
i 2537 SE Alfonso Ave. Port St. Lude, FL34952
Ph.(772)283-2950
JERNER@BELLSOUTH.NET
C CO/
WALL
t{A Z 1 yet .ti
UW _j
?-!F"'u'a:OT
UVWWUO
��U
WVO:5wZ
3J�r-�u,
�WmQ
�Cr
dv- : r(na3
20)M
9-0
a
1 "= 10'
SHEET 3
Date. 813120
Dock Section Thru Dock Plan View
�4�
t�a0v
w2W®
0 W EXISTING
SEAWALL CAP
Live Load 40 lbs. / Sq Ft
Dead Load 5 lbs. / Sq Ft
11'
SGL Bolts, Nut,
Washers 3/4" S.S. ►
(304) w Nut Fully �F
Threaded - .............. ; • - - - - - - -
_._._._._._._.__._._._._._._..
? SYP Decking w Minimal
lank s -in Fasten w
� ..::.:
p p g
#10 3" SS (304) Screws,
j
2 per Stringer
2" x 8" P. T. SYP, .40
ACQ treated stringers
2" x 8" P. T. SYP, .40
ACQ treated bents
_.._.._.._.._.._..__..MI,lM._..
Pilings jetted to a minimum depth of Wand as
necessary to provide adequate bearing and stability
y.8+
BARNEY
1092 NETTLES BLVD
JENSEN BEACH
-Min. 8" Dia. 2.5
CCA treated piles
Desion 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
................
Stringers 24"
0. C. Max
N.... _...........
.«,I 4p.
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
Jerner & Associates, Inc.
Marine & Environmental Consulting
�" -- 2537SEAlfonsoAve. Port St. Lucie, FL34952
Ph.(772)283-2950
`i JERNER@BELLSOUTH.NET
Date: 813120
=U UV. W t
Z :i!, . �
rn
10 V�U_LUV0a
wVODw�
3 JAI JW
'IlJmQ=�
1W 00
M T O
IL
SHEET 4
A"Sr' e
DBL 2" X 4"
HORIZONTALS
1 "X 4"8LOC/QNG W (3)16P
HDG NAILS AT POST & BRACE
314" SS BOLT, NUT &
WASHER
BARNEY
1092 NETTLES BLVD
JENSEN BEACH
III
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: <10 Ft. Mean
Jerner & Associates, Inc.
Marine & Environmental Consulting
1_ ;_ 1 2537SEA1fonsoAve. Port St. Lucie,FL34952
If
N Ph.(772)283-2950
ERNER@BELLSOUTH.NET
Z Ln
UW _jW4
Z -4 : a: m
UVujUJU
WV0:3Uj
3 J5F-3LLOj
JWJ7s—tC
�a3: <
U�p►a�
2wc
a.
SHEET 5
Date: 8/3/20
EAST SIDE
HAND RAIL