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q Permit Number 1t o O�s�� 177
56-404976-001-EE �ti artmanikoad
ree,FL 34947 'G
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p Southeast District
VA1 y than River Drive Rliv
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Pierce,FL34950 215 Marina Drive ® ' `mby`2o21 y
EnxironI a a v s tams 772)577-4141 Fort Pierce, FL 34949
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56-404976-001-EE ° !® �O 0_����
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P Southeast)(District y T
24�2. an on
y `®rt P?a c�FL 34947
Ao? o� 130 S. Indian River Drive Rm Fri
Suite 202 215 Marina rive, sheet 2 of 5
Fort Pierce, FL 34950 May 2021
{ Environmental Consultant (772)577-4141 Fort Pierce, FL 34949
Existing Conditions
Project Site
21
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a
Existing 80 LF seawall to remain\ Shoreline=8 , 2
MHWL/MEWL! 0 LF
Neighbor Dock � K I 6 r wads s" a �A
HWL/MLWL
-WE
I 1
Existing I ———————
1 Boatlift to 1 1
1 be relocated 1
o F N�t Existing 300 SF dock to ------ 1 Neighbor
g� +4°�
be removed and I, Boatlift
¢ reconfigured -------
r y
4 a
Permit Number y
a r DANIF
56-404976-001-EE b
' � 3
p Southeast District y
r Peaa9- d
rr , y
�o-� ��2 ;Residential Canal
Not to s ° ermitting purposes only. =ate Hartmp ``sc� �ll/aterbodyWidth=105'+/-
130 S.Indian River Drive Roy Friedri �(�jAZ
TAR- EA suite 202 215 Marina DriTN=pp, u�' sheet 3 of 5
Fort Pierce, FL 34950 May 2021
_Environmental,'Const ant (772)577-4141 Fort Pierce, FL 34949
Existing Conditions/Proposed Work
Project Site
v:
I�
CL I T
Existing 80 LF seawall to remain !o
80 LF
Shoreline=
MHWL/MLWL! a
50 !MHWL/MLWL
,
Neighbor Dock ! 15 6,
.15'
i
� Proposed
relocated ,
T °B E IV Neighbor�. boatlift Q° rV� i Neighbor
g 40 i Boatlift
a°
¢ +�
7' A -------
A? Permit Number � Z
a r
56-404976-001-EE b .p# ���
Existing 300 SF dock to be removed, !A
p Southeast District ,° reconfigured,and extended U) <0"9
- o y TOTAL PROPOSED DOCK SIZE=444 SF 2 Hall
Q
�°� Pleroe Ade I Canal
Not to sca e, or ermittin ur oses onl . n Water �-�ti' th=105'+�
130 S.Indian River Drive Roy Friedrich ^
A R DE A Site 202 215 Marina Drive Sheet 4 of 5
Fort Pierce,FL34950 May2021
Environmeni4tonsultants
-� �` . (772)577-4141 Fort Pierce, FL 34949
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Dock Access Section Thru Dock Access Plan View
6 feet+/-
SGL Bolts,Nut,Washers
5/8"S.S.(304)w Nut Fully �—� -"------- -- ---------- - ---------_- -
Threaded @ Bents -
6 feet+/-
5/4"x 6"composite decking
%"x6"Lags w/minimal plank spacing.
y ,W for Stringers Fasten w#10 3"SS(304)
Screws,2 per Stringer
R\� v
\ 2"x 8"P.T.SYP,41 dense running X
stringers '^
2"x B"P.T.SYP,0.60 CCA treated
MHWL DBL bents rough sawn
MLWL
o,
R 0.0
F N yr r' -------- -=----------- ----------- _=
� Stringers 16' I
•r•r:r:r:r• :r•r•r:r:r:r•r:r:r•r•
t��tir'.�ti.•..ti....ti.1. ...•'•. 1.1•ti•1•ti•ti•ti•L.ti.1 spacing max,
.�. r r r r r•r•r•r.r• �
0 arren River Bottom•jr•r•r•r•r.r•r•r•r.r.
•.•'..'.••.,1,ti.•..1,1.1 1 ' 1.1.•ti•ti•'L•S.•1.1.1.1
r•r.r r•r r•r•r.r.r• 7 r•r•r.r•r•r•r•r.r.r• Center Stringers tied down with
L L.L•S..L•.5.ti•.• .+�. •.•.'.L•L•ti•ti•5.••.1
r•r:r•�•r r•r•r•r•f•r• r r•r•r r•}•r•r•r•r•r•r•r•r• 2"x 4"x 12"0.40treated pine w
R•L.L. L 1.L.L.L•L.L.L L L.L•L.Li• :.i4�9.iti.ti.•.•L•L•1.•1.L.1•b•5
Permit u ber 7 Min.9"Dia.2.5 CCA Treated Piles(4 2PC 3"SS Screws @ ea member
4
10"piles for boatlift/pier)with 6'
56-40497 ; 01-EE b minimum embedment in sand or 4'
minimum if rock present The work specified herein has been designed and all work shall be in
p Southeas ,istrict y° accordance with the 2020 FBC-7th Edition.All codes referenced herein
are per the latest adopted edition,unless otherwise noted.
S�
Design loads to meet 2020 FBC-7th Edition
41 .° Wind Load as per ANSI/ASCE 7-16
Not to s ° �
e rm itti ng purposes oniv I Speed=170 MPH Exposure=D Importance Factor=1.0
130 S.Indian River Drive Roy Friedrich
A R D EA Suite 202 Sheet 5 of 5
Fort Pierce, FL 34950 215 Marina Drive May 2021
Environmental Consulterit�s (772)577-4141 Fort Pierce, FL 34949