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ST. LUCIE COUN
BUILDING DI V O
REVI D
FOR PU E
REVIEWEp By
DATE 3PLAN1 51f
S AND P 14ff
MUST BE KEPT ON JOB OR -
NO INSPECTION WILL BE MADE
TI;ESE PLANS AND ALL P,40POSED �•iOR;C
A�sur�Jec7TOAhIYcoFpECpIO? hIEQUIRED BY FIELD INSPEC i ORS 7Ii: f
IU(AY 6E NECESSARY IN ORDER TO
COfs?PLY !^JITF, ALL 4PPLIOASLE CODES.
CONCFU l ED FASTENERS OR A 1 TACHUENTS
ARE THE RESpONSIBILI YOF THE
CONTRgCTOROFeORD
December20.2018 1:564
CadastralZ017(PmPerty,Apptaiser Paicels)-Public Vow �� .a� ti. _.oaa.. / ..,,,�
r Permlt Number
A R D EA 130 S. Indian River DrivSuite 202
4 „mramovpmaw
Fort Pierce, FL 34950 �, Southeoal D4tdM
Environmental Cons`ult�nls o
I
Jorge Brache
23 Sovereign Way sTti�
Fort Pierce, FL 349 aniet , tN MAI
1402 Hartman Road
Fort Pierce, FL 34947
,t2of8
iry 3'. 2019
Property Line
Neighbor
boatlift
Seawall cap —4'
/above MHWL
r
Existing Conditions
Exist! 9
-foot Seawall —
Existing 572 A dock -to be removed
1&
QA N Existing Boatlift
1 I
1 1
1 I
Residential Canal
Permit Number
A R D EA 130 S. Indian River Driv mrm,mza
Suite 202
Fort Pierce, FL 34950 Souehemt Mettler
Environmenfal 'Consultants
Not to scale, for
Jorge Brache Z ju v o a� Sheg> g of 8
23 Sovereign Way r r A��anuu y,3-' 20V
Fort Pierce, FL 34949 DanrelPaol Re herfor
� rr�rf°
ofACV W%G��V� �ro;11l��=
1402 HarLnan RoGad
Fort Pierce, FL 34947
[NJ
Property Llne
12'
Approx.
MHWL/MLWL
pg6urp9ses only
-108 square foot, "28 cubic
yard, cut from uplands
behind existing seawall for
partial boat basin
Proposed Work
[Ni
� A
3 18' 3
g 10' �6 /Replace existing within 18"
1 �,
101
'
of
a '
Replace 275 sq ft of existing dock
�i
55 '
1
`, Disregard this
�` 3' measurement
0 `+ Proposed `
�, ��s PE i) �
Proposed Dock total
�
` t��iC:�
area = 433+/- sq ft
.''
8,
y' Proposed
a
Neighbor 158 sq ft
� 10'
�
boat dock
o
Turbidity curtain (yellow dashed
addition r
r r
line) to contain sedimentation
r
during excavation
Residential Ca
�`aiiisPpi`F
Not to scale,
PAQ
for �;R, tir�g p t7pose ' s only
® �� 130 S. Indian River Drive
Suite 202
Yerm 1 um0°r
664D 9/=°° m'l'd'. E
Jorge Brache
1
ly a =.
o
Fort Pierce, FL 34950 '+
sp°n�.°noLmri
°
+ 23 Sovereign Way
°
ST
A' hepX'4 Of 8
, ' - '
'Ft January25,.2019
C
Enrironmentd Consultenta (772) 577-4141
•
+.'
° Fort Pierce, FL 349
t, ,
9 •�
°
aarar
Danl �
d, '�
"'1l!lilljW",
1402 Hartman Road
Fort Pierce, FL 34947
Dock Access Section Thru
w
a
3 or 5 feet a/-
SGL Bolts, Nut, Washers
5/8" S.S. (304) w Nut Fully -
Threaded @ Bents z�
2" x 6" Azek Harvest
x•.s•lags
Collection Synthetic Decking
forsttlngess
w/ minimal plank spacing.
Fasten w N10 3" SS (304)
2"
Screws, 2 per Stringer
x 8" P.T. SYP, 0.40 ACQtreated
2"x8"P.T.SYP,0.40ACQtreat�,
MHWI
stringers.
4dt.edA.`
bents SHC,Ll
DBLI.i
Barren River Bottom
Min. 9" Dia. 2.5 CCA Treated Piles
with 6' minimum embedment
Dock Access Plan View
3 or 5 feet
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Stringers 1g•
spacing max.
Center Stringers tied down with
2" x 4" x 12" 0.40 treated pine w
2PC 3" SS Screws @ ea member
3 v
� N
Design Windload Information
Code: FBC 2017 6TM ADD/FRC 2017/ASCE 7-10
Wind Speed: 179 MPH, 3 Second Gust Exposure "D"
J LNot to sc -tor er tin purposes onk 'glik t-.E1p,FE Meg "
Permit Numher ` 1 `
ARDEA �f
130 S. Indian River Driv rlo>zom,ama«,.oa-se , Jorge Brache ®.%se ; a°°•r yy ; );I
Suite 202 ; ' a ISheet 5 of 8
p Sauthemtnistries „° 23 Sovereign Wa` e ,,�, ; ,3 ,
Fort Pierce, FL 34950 .January 3, 2019
Environmental Consultants o ' c
(772) s77-a1a1 s,, Fort Pierce, FL 349 ps;e}r?p���ff(��e a rd�-_`
p Yi Y39- i�Y-Sfftr' Y04a.^��✓.:Y (���•�
1402 HartIfiLUNWIId l
Fort Pierce, FL 34947
12" x 20" Concrete Cap w (5) #5, #3 Ties, 24" O.C., 3" from
60 KSI Rebar continuous w 18" ` outside edge of concrete
Overlap i ........
.....::::
tr4 .rM1 ''•i'�:':1:
h M1.1. M1 :i:.:::::::::.•(�•:
as
CL 9900 Vinyl X26 Mir•
Tierod H.o•G,..
Sheet Piling Plate and H•O G xY,
..._........:.each end nut
qn 8'
u C
24" --►
u e
O S
ry
ervi 3
Seawall Details
1.5' +/-
elow Cap
2.5'x 2.5'x 6" Pre -
Cast Concrete
Deadman
�
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Y4.M1. M1.M1.M1.\.
u \ #3Stirrup
Not to scale, for permitting purp
8'returns each end
Concrete Cap & Deadman Poured
onsite w 5000 PSI Concrete
%" chamfer all
exposed edges1
or
Design Windload Information
Code: FBC 2017 61b 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
All Construction Must Meet Applicable
Portions of the 2010 FBC and/or the 2008
NEC, Whichever Is More Stringent a2
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xp; Jorge Brache 'aQ •
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reeSuite
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23 Sovereign Way.� • s,Fort
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1 nary 3, 2019
(772) 577-4141
°Fort
Pierce FL 3494
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1402 Hartman A64
Fort Pierce. FL 34947
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o Permit Number Jorge Brache
`O •.ate ���. Zrt n
�A R D �A 130 S. Indian River Dri e A
,,m,,m.m,.m�E z
Suite 202 R R ItL ; 5
Fort Pierce, FL34950 P mtflumtDIMd 23 Sovereign Way an
Environmental Consultants 772 577-4141 +' Fort Pierce FL 3494 F
LC*
c 1402 Hart'I
i �c�
Fort Pierce, FL'34711
)f 8
2019