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October 31, 2017
WIND LOAD CERTIFICATION:
_ CODE FBC 2014 5TH ADDITION/ FRC 2014/ ASCE 7-10
• �'fJ\ I' v 47
r;41 I `? d WIND SPEED: 170 mph 3 SEC. GUST
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as
EXPOSURE: "D"
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ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR COMP A CE
REVIEWED BY �1
DATE
PLANS AND PERMIT
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
IMPORTANCE FACTOR: 1.0
INTERNAL PRESSURE COEFF.: 0.00
JOB:
JACKSON RESIDENCE
117 QUEEN ANN ,COURT
FT. PIERCE, FL 34949
PAUL WELCH INC.
Mechanical Electrical Civil Engineering
1984 S.W. Biltmore St. Suite#114
Port Saint Lucie, FL 34984
Phone (772) 785 - 9888
Email — pwelchinc@aol.com
Paul Welch, P.E. Fla Reg. No. 29945
_ Lam- ,�/I''�y ,
sus / V i `] ✓ .i
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Waterbody:
Artificial canal off of the,,
Indian River GAr AL SET CAP
Proposed Dock Area over (441G)
MHW: '7.5'xT63'=580 Sq-ft.
LOT
'RIPIA, AN LIKE
p`. I STORY _
ieback ods:_.,+a i
Ity V 10'-16'- DG,
ma 8' ®C (' loca�1
file i ting Seaw -�
t mth
ain t�
o i ro osedGEi=hf
- TO _at Lifts s -
D D 00 z .I 71. T± _ e4'dfilbn Anchor
Z r L 3'x3'x6" Concrete' I I I
m B tter Pi �n _ _;:• steel reinforced (k� ° s�aia 20
m to be inlls osta< : I' osed ' ' �'- �,.
Tat ree locatio Wall`} The work specified herein
M. eld loc = has been designed and all
nmr�Z ( w 18 re _ i
1 _ b) work shall be in accordance � ABLE Eu
�� ' _ _ to fa �. of existing with the 2014 Florida °"�'
- - ` WC13 Building Code (5th Ed.,
! DW !+
First Printing March 201-5).
-a� All codes reference Irrea �� CAD
�
' are per the latest adopted-4.� G,)
— —
edition.
r 4 4140 1 N88, in 1-r
Proposed ,Jackson Residence Proposed- Wilco Construction, Inc. Date:
Plan View Seawall, Dock, and Mooring (772)460-6928;FAX(772)460-6929 10/27/17,10/4/17
NOTE:
1. Concrete to have a min. Compressive Strength of
5000 psi @ 28 days.
2. Install new seawall within 18" face to face
of existing seawall.
3. CL9900 x 12' vinyl sheet piling w/min.
50% solid/firm ground penetration.
Jon Jackson
117 Queen Ann Count
Ft. Pierce, FL 34949
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min. 3"
concrete
Expanded
_
0r#5
overerebar
ebar
View
`' '' '' 3 rebar ties
i , ,..
#3 Ties
4 PCs
@2' O.C.
#5 Bar
Bolt o
12"x20"+/- Concrete
piling w/1 pc.
.+- Cap Cont.
5/8" HDG thru
2"+/- 8"0x14'(min)
bolt (inside cap)
Timberguard Batter Pile
@s't OC, Slope 4:1t,
NOTE:
�i 50% min. solid penetration
'
Batter Pilings
MHw
to be used at tree
CL9900
BacBehind
it Sheet Piling
location in lieu
Panels
(as required
3 11 CANAL BOTTOM
��
of tiebacks/deadmen
Min. 50% olid Penez,
I
L---L `18"face
to
face
4 pcs. Ties
2' OC
Cross Jackson Residence
Section Proposed Seawall w/Batters
The work specified herein
has been designed and all
work shall be in accordance
with the 2014 Florida
Building Code (5th Ed.,
First Printing March 2015).
All codes reference herein
are per the latest adopted
edition.
Wilco Construction, Inc. Date: 10/27/17,8/10/17
(772)460-6928; Fax (772)460-6929 Scale:
Dim /
NOTE:
1. Concrete to have a min. Compressive Strength of
5000 psi @ 28 days.
2. Install new seawall within 18" face to face
of existing seawall.
3. CL9900 x 12' vinyl sheet piling w/min.
50% solid/firm ground penetration.
tierod ends w/backing
plates/nuts
for tensioning
Jon Jackson
117 Queen Ann Court
Ft. Pierce, FL 34949
-VI
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i
rr
DDD
0.. D I
mrZ
rr-
-�--
MM
me
to A -n
�rnm
mn
w
�.
�P
#3 Ties
@2' O.C.
3' +•
• 1 "x10'-16't
6„ HDG tie rod
(8'+/- CC)
Backfill
Behind
Panels
(as required
Min. 509%. olid F
6 pieces ea.
Min. #4 Rebar
(pre -cast
deadmen)
min. 3"
f
concrete
covrageExpanded
rebar
0"+/—P#5.
over
ebar
View
3rebart1ies
4 PCs
%#5 Bar
/ 2"x20"+/- Concrete
Cap Cont.
Sheet Piling
I I <18"face
to
face
4 pcs. Ties
T OC
CANAL BOTTOM
NOTE:
Batter Pilings
to be used at tree ,
location in lieu
of tiebacks/deadmen
The work specified herein
has been designed and all
work shall be in accordance
with the 2014 Florida
Building Code (5th Ed.,
First Printing March 2015).
All codes reference herein
are per the latest adopted
edition.
Cross
Section
Jackson Residence
Proposed Seawall w/Tiebacks
-Wilco Construction, Inc.
772)460-6928; Fax (772)460-6929
Date: 10/27/17,8/10/17
Scale:
has been designed and all
work shall be in accordance
with the 2014 Florida
Building Code (5th Ed.,
First Printing March 2015).
All codes reference herein
are per the latest adopted
edition.
Pilings:
TYPICAL DOCK AND ACCESSWAY CROSS SECTION
existing pilings or
(N.T.S.)
min. 8" 0, 2.5 CCA
PT wood,
max. 12' OC
Width: 7.5'
Decking:
2"x6" 0.4 ACQ #1 PT Decking fastened
w/min. 2.5" stainless steel screws
or
5/4"x6" Composite Decking fastened
w/min. 2.5" stainless steel screws
DECK
STRINGERS:
2"x8" 0.4 or 0.6 ACQ spaced
at max. 24" (74" PT ) OR _
at max.16" (5/4"x6" comp)
with min.1/2" SS
lag bolts on each piling (lap
spliced) Fe
Blocks:
2"x6"x12" 0.4 ACQ stray
blocks @mid stringers
(fastened w/min. 3 ea.
min. 3" SS screws/nails)
6' min.
penetration
(2)16d Toe
Nails Typical
Joist:
2"W' 0.4 ACQ on
each side of piling.
Bolted wl 5/8"
SS cut rods.
M.H.W.
M.L.W.
CANAL BOTTOM
Lj
PA.UL WELC
INC.
MECH-ELECT-CIVIL
ENG.
1084 siurtifjOR
ST. #114
PORT SAINT LUCI
E, FL 34984
PAUL WELCH
R.E.
FLA REG N
.29945
I �
�i
3 120,17
Cross View
Jackson Residence-
Wilco Construction,
m
Dock Structural
Inc.
