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OFFICE USE ONLY:
DATE FILED: �a�Ola�, PERMIT# 21 o4-o5s6
REVISION.FEE: -75 •M. RECEIPT#
PLANNING&DEVELOPMENT SERVICES
BUILDING&CODE REGULATION DIVISION
2300 VIRGINIA AVENUE RECEIVED
FORT PIERCE, FL"34982-5652
(772)462.1553 BAN 2 6 2022
APPLICATION FOR BUILDING PERMIT REVISIONS St.Lucie County
Permitting
PROJECT INFORMATION
LOCATIOADDRESS`
SITE FILE COPY
L'1106 NETTLES BLVD
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
PROPERTY OWNER HAS ELECTED TO ADD A SPINNER PWL WHICH WILLWUNT TO A DOCK PILE
CONTRACTOR INFORMATION:
STATE ofFL REG./CERT.#: SCC#131151026 . ST.LUCIE CO CERT.#: #291-15
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
"OWNEWBUILDER INFORMATION:
NAME: TODD WITHERS
ADDRESS:1106 NETTLES BLVD.
CITY: JENSEN BEACH STATE: FL ZIP:- . 34957
PHONE(DAYTIME: NIA. FAX: NIA
ARCHITECT/ENGINEER INFORMATION:
NAME: ROGER BABER „
ADDRESS: 2430 NE DIXIE HWY
'CITY: JENSEN BEACH STATE: FL ZIP: 34957
PHONE(DAYTIME): -NIA FAX: NIA
SLCCC: 9123109
Revised,06130/17
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P - _ REVIEWED BY
DATE t-a-7 Permit Number y
PLANS AN PEP.3IIT NVUST-BE KEPT r
'- '`' ION WILL BC',,U .
401715 001 E
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13,0 S. Indian River Drive E�� r_ ^nA, 0
Suite 202 oddIther Sheet 1 of 5
fAronmental Consu R D E A Fort Pierce FL 34950 litrd March 2021
ltants
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56-401715-001-EE '� �� 1:282
b 1 "'� ^ 0 0.01 '0.01 mi
p Southeast District y° ` LCA� 1� �...
a 0.01 0.01 0.02 km
Daniel, Reth
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4'0 10-ayass' �' O
1402 Ha r` n Road` A
130 S. Indian River Drive Wifa 47
RDEA suite 202 1106 Nettles' le Sheet 2 of 5
Brd
Fgrt Pierce, FL 34950 � QF March 2021
Environmental Consultants (772)577-4141 Jensen Beach, FL 395-7�
Indian River Lagoon — Existing Conditions/Proposed Work
Neighbor
Jensen Beach to Jupiter Dock
Inlet Aquatic Preserve
Waterbody Width=1.1 mile +/-
_ opertY Line
PROPOSED NEW
Safety SPINNER LIFT TO _ 9=
�0 A-----Laer MOUNT TO DOCK PILE "—"— —•._.._.._
0
Proposed
228 SF Dock
A_
O O
N
�161 Proje&- 'Ve
No
Proposed �� seagrosses
Boatlift �` observed
fOPertyLinp "—.._._.._.._.._
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Boatlift a +0
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Neighbor
Dock
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Not to scale for permitting purposes,6niv.
eb fierce,FL 34 b47 O=�
130 S. Indian River Drive Todd Withers 0 �1
202
J/ARDEA sLi Fditert Pierce, FL 34950 1106 Nettles Boulevard
l
V Environmental Consultants
q �.� (7.72)577-4141 Jensen Beach, FL 34957
I
Dock Access Section Thru Dock Access Plan View
PY0 Outside 0 Varies . 0
V
Face Pilings
to be left at SGL Bolts,Nut,Washers
--------------- --------
42"for 5/8"S.S.(304)w Nut Fully
------------ -------------- -----------i
Threaded@ Bents
handrails
- -------- --------------
Varies
Sure-Step 11 Grated Decking
Fasten w/#10 x 2% S.S.
x 6"Lags
for Stringers screws as per manufacturer
(U
(U
2."x 8"P.T.SYP,0.60 treated tv
?< CD
stringers. 0
2"x 8"P.T.SYP,0.60 treated DBL
bents for 4'access
MHWL
............................... . ... ..... ......I-
_2"x 10"P.T.SYP,0.60 treated cross
-.-.MEWL-zf
-------------------------------- ................ stringers
----------4 --------
-------------- -----------
-------------- OR
o
Stringers 16"
spacing ma
% %
-e;ete;e;e. with:(
Center Stringers tied down
. . . . rd, N
#724
Min.8"Dia.2.5 CCA Treated Piles vinyl 2PC 3"SS Screws @ ea member d
wrapped with 6'minimum embedment
or 4'into rock(if present) CL LLJ
The work specified herein has been desig ibF&e
pd-ti
accordance with the 2020 FBC-7th Editio odes referend d
herein are per the latest adopted]edition,inn s herwise noted
Design loads to meet 2020 FBC-7th Edition
Wind Load as per ANSI/ASCE 7-16 PROF`
Not to scale, for ermitting purposes on1v Speed=170MPH Exposure=D Importance Factor=
P
130 S.Indian River Drive Todd Withers
Sheet 4 of 5
z�-217A R D EA suite 202' 1106 Nettles Boulevard
Fort Pierce, FL 34950
Environmental Consultants March 2021
(772) 577-4141 Jensen Beach, FL 34957
NOTE TO EXAMINER:
ENGINEERING REVIEW. THIS CERTIFIED ENGINEERED
BOAT LIFT MOUNTING BRACKET AND DRAWING HAS BEEN PREPARED
SPECIFIED MOUNTING HARDWARE COMPLY SPECIFICALLY FOR USE ONLY BY.•
WITH WIND LOAD REQUIREMENTS OF THE
7TH EDITION (2020) FLORIDA BUILDING
CODE, PER ASCE 7-16, AND PER DESIGN ----------------------
LOAD REQUIREMENTS OF THE 2015
EDITION ALUMINUM ASSOCIATIONS oopO..........Do",
ALUMINUM DESIGN MANUAL. � ���� °0000° � M @ °00000
MOUNTING BRACKET INSTALLED AS PER o°O°o p� O E iv
q 6 0'0
HI—TIDE INSTRUCTIONS, WILL EXCEED o O
ULT/MATE DESIGN WINDS SPEED OF 200 0 NO.
o
MPH (EXPOSURE CATEGORY C OR D)
4
BOATS ARE TO BE REMOVED FROM BOAT
LIFTS PRIOR TO A MAJOR WIND EVENT. CD JAIV n`20Z * o
o 0 C /i i7 �
o STATE OF
lLP INGS: °o 0
A% o°
PILING PENETRATION TO BE 10' ' ,0 06, 4 ORS D
INTO THE SAND BOTTOM OR 5' e B 00000 s 1 O N A`
INTO ROCK STRATA ,
oo0p0000DUDaoc°0000
SUB—SURFACE CONDITIONS CAN
VARY GREATLY, THE CONTRACTOR
SHALL VERIFY ALL PILE
CAPACITIES TO COMPLY WITH
FBC 2020. ALL PILINGS TO BE 7
ROGER BABER
8" MINIMUM DIAMETER 9 P.E. NO. 4 B55
2.5 C.C.A PRESSURE TREATED MCR PROFESSIONAL ENGINEERING
WOOD, PRE—STRESSED CONCRETE 2430 NE DIXIE HWY
OR COMPARABLE EQUIVALENT. JENSEN BEACH, FL 34957
PILING MOUNTING
MINIMUM (4) 3/4" DIA. BOLTS
FOR THROUGH BOLTING
BRACKET TO PILING.
PILING MUST BE TIED BACK TO
SEAWALL OR DOCK STRUCTURE.
AL TERNA TE SEA WALL
M 0 U N T I N G
ELECTRICAL REVIEW. MINIMUM (6) 3/4" DIA. SS
1 HP ELECTRIC MOTOR ANCHORS REQUIRED 1N
12.8 AMPS @ 115V EACH CONCRETE BASE FOR MOUNTING.
6.4 AMPS @ 230V EACH
QUANTITY- 1
TOTAL WATTS: 1472
14 PVC GUIDE POLES 2
7J BENT ALUMINUM GUIDE POLE7
12 BUNK RRACK£7S W1 HARDWARE 4
11 CARPETED KDOD BUNKS 2
70 U-CRADLE 7 S'
9 CRADLE BOLT J 4-X 2-SS HH=FW LW NN 2 V
B ALUMINUM FlN ASSY. 1 �J L_T8#:1D7yL
�
7 1 4 XIS SS CABLE W 7N7NBLE 7 1,500 LB. ALUMINUM SPINNER BOATLIFTS AND MARINE PRODUCTS
B SEAWALL MOUNT 7
S AL MOUNT 7 (2020 FBC) 4050 SELVITZ ROAD
4 ALUN/NUN MAST 1
FORT PIERCE, FL 34981
ION1 GEAR DRLVE GEAR BOX i R. HYDE SCALE.• NTS DATE: 114121 REV: 1
1-800-54470735 www.hi—tide.com
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