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DATE FILED: PERMIT# 2010-0490
REVISION FEE: V5 RECEIPT#
PLANNING & DEVELOPMEN CES
BUILDING&CODE REGULATIO
2300 VIRGINIA AV N
FORT PIERCE, FL 3
(772)462-15
APPLICATION FOR BUILDIN P I
PROJECT INFORM
LOCATION/SITE 6w
ADDRESS:
117 QUEEN CATHERINA CT.FORT PIERCE,FL 34949
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
DELETE BATTER PILES WITHIN 6 FT.+/-OF 90 DEGREE WALL CORNERS(CORNERS SUBSTITUTE TIEBACKS)AND
ADD 4'MIN.SOUTH RETURN WALL
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: SCC 131151026 ST. LUCIE CO CERT. #: 29115
BUSINESS NAME: WILCO CONSTRUCTION INC.
QUALIFIERS NAME: ROBERT WILLIAMS
ADDRESS: 10751 ORANGE AVE
CITY: FORT PIERCE STATE: FL ZIP; 34945
PHONE(DAYTIME): 772-460-6928 FAX: 772-460-6929
OWNER/BUILDER INFORMATION:
NAME: ANGELO TUMMINO
ADDRESS:31 EXCHANGE ST
CITY: LYNN STATE: MA ZIP: 01901-1424
PHONE(DAYTIME: N/A FAX: N/A
ARCHITECT/ENGINEER INFORMATION:
II' NAME: DANIEL PAUL RETHERFORD
ADDRESS: 1402 HARTMAN RD l
CITY: FORT PIERCE; STATE: FL ZIP: 34947
PHONE(DAYTIME): 772-224-9826 FAX: N/A
SLCCC: 9123109
Revised 06130/17
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A R D EA 130 S.Indian River Drive
Suite 202 Angelo fu ino Sheet 1 of 6
�
117 Queen Catherina Court
Fort Pierce, FL 34950 August 2020
�`� Environmental Con.suitants
(772)577-4141 Fort Pierce, FL 34949
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r ' • M Existing 445 SF
dock to be —
�� tk4 • replaced
Existingt-
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Relocated
Existing 117 LF
rr seawall to be
replaced within 18
incheskit
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Existing Conditions --- -
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Subject Property
Existing 117 LF seawall
Total Shoreline 117 LF
10,
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i 86' --———
Existing i l i
Png
roperty Line �.._.._.._.._.._._.._.._.._.._.._.._.._.._l.__„_mangrove
� BOatllft t0 i Mangroves
Existing FVP ' be I no impacts
No seagrasses i
To Remain Existing 445 SF observed ' Relocated i proposed
marginal dock I O�d DA I .
ie
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rn
Reside rn may;
Fos t ie>� , 34947
Not to scale, for permitting purposes only
130 S.Indian River Drive Angelo Tummino
A suite 117 Queen Catherina Court Sheet 3 6
R D E A
Fort Pierce, FL 34950 August 2020.
p� Environment ltant al Consus 577
-�: (772) 4141 Fort Pierce, FL 34949
_Propos_ed_Work-
Proposed excavation of 400 SF(150 cy+/-)from !
i
uplands behind existing seawall to create new
boat basin(max-5' MLW depth)with new i
i seawall to match proposed replacement seawall
i o 2t 16' i
in G exceP Gks
o
Subject Property tte P�\esb'O�te�`eba a i
c tit
0a Is s�
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i i Proposed ; 4'min.
i
;relocation ofl return
91 LF of existing 117 LF seawall to be replaced within 18 inches ; existing 25 wall
Total Proposed Seawall With All Improvements= 157 LF _ bo---- ;
i
81' ,
75
i
_.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.. ......_.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.. .._.._.._.!
Property Line (` i. Existing
Mangroves
Existing FVP Batter Piles 6'O.C.in Noseagrasses no impacts
To Remain lieu of tiebacks observed proposed
Proposed 390 SF marginal pA
dock to replace existing �� f existing 117
SF marginal dock s ,all to be
'eul�c ,
Within 18
7-9451-n O PA es
i O � a rrn ----
{� rn N N rn - - - --_ ---
'l al --Y
Not to scale, for permitting purposes only
FEK U
130 S.Indian River Drive Angelo Tummino
A RDEA Suite 202 117 Queen Catherina Court Sheet 4 of 6
SI Fort Pierce, FL 34950 August 2020
�� Environmental Consultants (772)577-4141 Fort Pierce, FL 34949
Dock Access Section Thru Dock Access Plan View
5 feet+/-
SGL Bolts,Nut,Washers
v 5/8"S.S.(304)w Nut Fully -__ -- -
w Threaded @ Bents i -
00 -------- - - -- - -- -- -
fff
5 feet+/-
5/4"x 6"composite decking
w/minimal plank spacing.
h„x6"Lags
fi for Stringers Fasten w#10 3"SS(304)
Screws,2 per Stringer
fu
2"x 8"P.T.SYP,0.40 CCA treated
K X n)
stringers. 0
2"x 8"P.T.SYP,0.40 CCA treated
V
`! MHWL
............................ DBL bents
•
Proposed MLWL
-.-•-•-.-•-•-•..-.......- .._. ..
Seawall
" _______ _____________ _ _________
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ffi
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Stringers 16"
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.••.•'.•ti•ti•ti•°•••••ti•'••°••'•• Barren River Bottom '•'••'ti'°•'ti""�"ti'b'� Center Stringers tied down with
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Min.1 t� Sl 213C 3"SS Screws @ ea member
i um embedment
n nimum if c presen
he work specified herein has been designed and all work shall be in
Din"ee P— :Z . E accordance with the 2020 FBC-7th Edition.All codes referenced here__in -
P.E. 72 m N Z ;ffe per the latest adopted edition,unless otherwise noted.
psb.
Ln m tWesign loads to meet 2020 FBC-7th Edition
-n tj ind Load as per ANSI/ASCE 7-16
�40�• woad Speed=170 MPH Exposure=D Importance Factor=1.0
Not to scale for permittingpurposes,-' M., ,a- G47
130 S.Indian River Drive .FAR o m Tumino Sheet 5 of 6
A RDEA Suite 202
117 Queen Catherina Court
Consu{tangs Fort Pierce, FL 34950 August 2020
Enyironmen#al
(772)577-4141 Fort Pierce, FL 34949
Seawall-Details
12"x 20"Concrete Cap,5000 PSI w(4) #3 Ties,24"O.C.,3"from
#5 Reber continuous w 18"overlap outside edge of concrete
' `'' '•' Concrete Cap w 5000 PSI Concrete
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8"Vinyl Coated PT Wood 1:`•"`:•:':• :•.':::;:;
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b e .•.
3/4"chamfer all
20"x 12"concrete cap
exposed edge>—*::•.tia: :..a 20tb.•.:ga:..ti:
w(4)#5,60 KSI Reinf. � Batters 6 +/—O.C. J.r•:•:•:er,r.r•:•r•J•:•r.:
rti j%•ti.,•°..,..: .°.tiltis'•!•.`•s^•,tir
`- 24" -► The work specified #3 Stirrup 24"O.C.-_ ti, ::P:J,. :•r:::::� :
herein has been
iV y. tiL�- °•.
designed and all work Batter connection to
shall be in accordance sheetpilew5/8"HDG
aaaaa� aaaaa� aaaaa� aaaaa� ''.� aa� with the 2020 FBC- bolt&nut �� •'`� '°
7th Edition.All codes
rup
referenced herein are (5)#s,60 KSI Reber ® �; �`- -
Batter Piles not required within 6 +/-of per the latest adopted '
900 corners(corners substitute tiebacks) Cap Plan edition. Cap Section 1 Ylac1 p; a tEass
130 S.Indian River Drive Angelo Tummino
RDEA
Suite 202 1 0 am P, f 6 �
117 Queen Catherina Court
Fort Pierce, FL 34950 Poa�4°
C: Environmental Comp ltant� (772)577-4141 Fort Pierce, FL 34949
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