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ENCROACHMENT OF -DOCK
TO REMAIN THE SAME
PROPERTY LINE
SEAWALL RETURNS �f
AS NEEDED A I 10,
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S ST, LUCIE CCANTY
BUILDING DIVISION
REVIEWED
FOR COMPL
REVIEWED BY
DATE e
PLANS AN PE IT
, MUST BE KEPT O JOB OR
E GPNP�
Mp,N oo NUDE
TH wM PLANS A14D ALL PROPOSED WG,'jI(
ARE-ROJGC-T TO ANY CQp�REC i IONS
`REQUIReD BY FIELD INSPECTORS TRAT
MAY BE NECESSARY IN ORD01 TO
CQ-P1,P Y WJTH ALL APPLt ; 11LE CCOE&
.._.._.._.._. ..—i
T 10'
EXISTING SEAWALL
IA
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iZ
QUEENS COVE -UNIT 1- BLK 15 LOT C i
PROPOSEDSEA WALL REPLACEMENT
WITHIN 12" OF EXISTING SEAWALL FACE
ARIA GNO jcrner &Associates, Inc.
124 QUEEN CATHERI NA COURT 37SEAl f Environmental Consulting
2537SEAlonsoAve. Port St. Lucie, FL34952
C �+
Ph.(772)283-2950
FT. PIERCE &-- E JERNER@BELLSOUTH.NET
No 70878
OF
i 0 ,cL < 1
1 " = 20'
SHEET 3
Date: 92/2/16
co
k a
O n
6' m m
o
Q
a�
Z
#3 Ties,-24"-O.C.,--3"from
outside edge
OBar. /n pvc S/er X`
w 1 Z Bend@ Each E dfong
PROPOSED SEAWALL WITHIN 12'li[i -
OF EXISTING SEAWALL FACE OR
LANDWARD OF SEAWALL WHERE
MANGROVES OCCUR
Minimum 6' penetration
into sandy soil
Deadman 10' 0. C. Max.
---- ---- --
14"X 10" Concrete Cap / 5,0�,
18"+/-Below --•- --- — ---
top of Cap
. 92"
27
ti..
6' V.-
24"X 24"X 12" w _.._..
#4 Bars@ 6" - _.._.._. _.._.._. _.._.._ ._.._.._ ._.._.._ ._.._.. .._.._.. .._. _.
O.C. Each Way, SHOREGUARD 450 SERIES OR SIMILAF
10, O.C.
SECTION THRU
a '• 10,
m 24„
U
0
#3 Stirrup
BULKHEAD ELEVATION
ifs , PLUS AND ALL PROPOSE® wcc,
ARE SUBJECT TO ANY COMECT.1oN ?
-REQUIRED BY FIELD WSPECTORS Til •
MAY BE NECESSARY IN ORWA TO
CO'9PLf V"?1T6-I -L1 A,'jW,',AME CG`Z)ES.
ARIA GNO Jerner &Associates, Inc.
124 QUEEN CATHERI NA COURT 37SE Environmental Consulting
T 2537SEAlfonsoAve. Port St. Lucie,FL34952
FT . PIERCE JERNER@BELLSOUTH.NET
Date: 1212116
�l1t�HEET4
Deck- Dock -Section - - -- -
Thru
New Pilings jetted to a minimum depth of 6' and as
necessary to provide adequate bearing and stability
- - -- - -- -- --Deck/Dock-Plan View ---
7' +/
All Bolts 518" H.D.
Galv. Or S. S.
2" x 6"SYP, .40 ACQ
Decking #1 Grade w_
minimal spacing.
Single 2" x 8" P. T. SYP,
.40 ACQ treated
stringers to be butt
jointed, butt joints to be
staggered. 2" x 8" P. T.-
SYP, .40 ACQ treated
bents
•-•-•-•-•-•-•-•--1!...-•-•-•-•-•-•. -
Stringers 24" O. C. !-!
Min. 8" Dia. 2.5.
CCA treated piles
THESE PLANS AND ALL Sr OPOSED WO X
ARE SUBJECT TO ANY OOPiJEC'S l,ONS
REQUIRED BY FIELD INSPECTORS THAT
Mir BE NECESSARY IN 01UNEA TO
CCMPLf 1411TH All. A,'2,r-1M „�� E
ARIA GNO Jerner & Associates, Inc.
124 QUEEN CATHERINA COURT - 37SEA f Environmental Consulting
2537SEAl Alfonso Ave. PortSt. Lucie,FL34952
Ph.(772)283-2950
FT T . PIERCE JERNER@BELLSOUTH.NET
Center Stringer(��slI�)11 toe Nailed w SS
Ring
Shalcsk� 114,IQPIfy�e
7
% S- T
f
3tt P*1° ET5
Date: 12/2116
OLrV.
v m
gun=* vc e
` rAe6tc,.
Hl1TC���s
N9 I���i�5 AND ALLPROM �,,_
o N
ARE SUBJIM-T TO ANY COPIRM Io�o$ZaONS
'REQUIRED BY FIELD INSPECTORS TI-lK o f
PLAY BE I CESIGARY IN t�i A TO
i �••• s� l�
P i
• H ALL AuFJ?1JR,'A9LE CCE)ES. LO
'P
ARIAGNO Jerner'&Associates, Inc. SHEET 6
124 QUEEN CATHERI NA COURT Marine Environmental ConLucie,
F 349 Date: 12/2/16
2537SEAlonsoAve. Port St. Lucie,FL34952
Ph.(772)283-2950
FT , PIERCE JERNERNELLSOUTH.NET
R El" :D JAN 12 7J,7
St. Lucie County
PUBLIC WORKS DEPARTMENT
CODE COMPLIANCE DIVISION
2300 Virginia Avenue
Fort Pierce, FL 34982
772-462-1553
Design Certification for Wind Load Compliance
This Certification must be completed by the project design architect or engineer. This Certification must be
submitted in duplicate with all applications for building permits involving the construction of new residence
(single or multi- family), residential addition, any accessory structure requiring a building permit, and any
nonresidential structure. This Certification shall not apply to interior renovations (provided that no exterior
structural walls, columns or other components are being affected) and certain other minor building permits. For
further assistance, please contact the Building Inspection Office at (772)462-2172.
Project Name
Ariagno
OO Ic Use
OO 1,
Street Address
124 Queen Cathe6na Ct
Permit Number
FORT PIERCE, FLORIDA
OccupancyT e
Construction Type
Certification Statement:
I certify that, to the best of my knowledge and belief, these plans and specifications have been designed to
comply with the applicable structural portion of the Building Codes currently adopted and enforced by St. Lucie
County. I also certify that structural elements depicted on these plans provide adequate resistance to the wind
loads and forces specified by current code provisions.
Design Parameters and Assumptions Used: (Please check or complete the appropriate box.)
1 Florida Building Code 2014 Edition with 2010 Supplements and ASCE 7 -10
2. Building Design is: Enclosed: Partially Enclosed: Open Building: X
3. Mean Roof Height: N/A Roof Pitch: N/A Internal Pressure Coefficient: N/A
4. Width of End Zone:1' Wind Speed:165 (3 sec. gust)
5. Building Classification Table 1-1. ASCE 710 FBC Table 1604.5 1
6. Wind Exposure Classification: C Adjustment Factor for Exposure & Height: 1.21
7. Components & Cladding Wind Pressure on Roof Zone 1 N/A 2 N/A 3 N/A PSF
8. Components & Cladding Wind Pressure on Wall Zone 4 so.si 54.1 5 70.1/-74.5 PSF
9. Components & Cladding wind Pressure on Overhead Garage Door N/A PSF
10. Loads: Floor 40 PSF RooVdead N/A PSF Roof/live N/A PSF
11. Shear Walls Considered for Structure? Yes X No (if No, attach explanation)
12. Continuous Load Path provided? Yes X No (if No, attach explanation)
13. Are Component and Cladding Details Provided? Yes X No _ (if No, attach explanation)
14. Minimum Soil Bearing Pressure: N/A Presumptive: By Test: PSF
As witnessed by my seal, I hereby certify that the information included with this certification is true and
correct, to the best of my knowledge and belief.
Name: BOWDOING.HUTCHINSON Cert#: PE#70878
G.. HUTCy��/��i
'DesignFirm: BENCHMARK ENGINEERINGTC Date: 1/10/17 ����p ,-'�GE�lS�'•, cP0 ii""
SLCCDV Form # 020-00
Revised 5/18/69 (CL)"�GPY
0
cathertna'I i urt
Treasure Coast-'
International St LuCi e,
Business Park fillet -state P-10) .0
pon and
St LULlk lKed
r_ _ i 1 011 I
Nolth
' I _ I J
ARIAGNO
124 QUEEN CATHERINA COURT
FT. PIERCE
Jerner & Associates, Inc.
j Marine & Environmental Consulting
2537 SE Alfonso Ave. Port St. Lucie,FL34952
Pli.(772)283-2950
_ -- JERNEMBELLSOUTH.NET
/'/ tll9111�`
SHEET I
Date: 12/2/16
C
ARIA GNO Jerner &Associates, Inc.
124 QUEEN CATHERI NA COURT 37SE f Environmental Consulting
2537SEAIonsoAve. Port St. Lucie,FL34952
Ph.(772)283-2950
FT. PIERCE JERNEMBELLSOUTH.NET
�,
m. ,
W-
1»= , II
SHEET 2
Date: 1219116