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John Perzee
414 Nettles Boulevard
Sheet 1 of 6
EnvironmenEal Consullarils F Pice 34950
(7.7 )V 4141
Jensen Beach, FL 34957
August 29, 2019
F'
Ulb
Proposed Work
Existing497 sq ft dock ,•�
and boatliftto be replaced
t �
Proposed PWL
12'
' Q
Pdyi 01.
414 Nettles dam% % Indian River
Blvd
0 o F, , • r Lagoon —Jensen
®M ��,� 0+ Beach to Jupiter
m —� Inlet Aquatic
\ m < Pres
��, ®• A Permit Number `\\\ 7�/�ote,
0 0® 56-166489-001-002-EE b Pa et e Ord, ,
® 6® i9 e c # 95t b1g C
z® p Southeast District AY— 4m s` j C
Not to scale, for6le?tmitting purposes only o y I. &34 4f'M r Z
130 S. Indian River Drive J� 6
y� s Boulevard ,/J��'� `0
4 nviroemental Consultants A R D EA site 202 4
EFort Pierce, 34950 August 29, 2019
� __� (772) 577-414 Jensen Beach, , FL 34957
Dock Access Section Thru
6 feet+/-
(j) 0
-1v
�M
W00m
0 K IM
00T-
a L
SGL Bolts, Nut, Washers
5/8" S.S.(304)wNutFully -
Threaded @ Bents
ZUSS
2" x 6" SYP Decking 0.40
ACQw/minimal plank
forSttlngers
spacing. Fasten w#103"SS
(304) Screws, 2 per Stringer
2" x 8" P.T. SYP, 0.40 ACQ treated
stringers to be butt Jointed, butt
Joints to be staggered.
MHWL
"x 10" P.T. SYP, 0.40ACQtreate{
DBL bents
a
m
Barren River Bottom
. ® Not to sca
0
A R D EAtants 130 S. Indian River Drive
Suite 202
Fort Pierce, FL 34950
Environmental Consu, (772) 577-4141
�pF
E 'y
Dock Access Plan View
'4 in. 9" Dia. 2.5 CCA Treated Piles
4 with 6' mirRetlturibSumber
A
56-166489-001-002-EE
t
p Southeast District
�A oermittina r)urr)o
6 feet +/-
3 v
za'
x.
Center Stringers tied dn owwit�EE�
2"x4"x12" 0.40 treated pineX'
2PC 3" SS Screws @ ea memb= RO
934
rI
IN
Design Windload Informat'aE
h!
Code: FBC 20170 ADD
St7
Wind Speed: 170 MPH, 3 Sea
Importance Factor: 1.0
y
Internal Pressure Coeff.:0.00
3 o n Iv
Height: <10 Ft. Mean
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o Z LM7 es Boulevard
Jensen Beach, FL 34957
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Sheet 4 of 6
August 29, 2019
MTT RRSR DEAMSAND
MOUNTING HRACXETS COMPLY 'WIN
WIHD RCOmrs of HC
BON EDmo1 077) FLOJOA BUfLDINO
COOL. IA 740.. AND PDLSGN
LOAD REOUIR or ME S
XOIrIIINUM ASSOCIATION'S
ALUMINUM, DESIGN MANUAL. 'BEAMS.. AND, MOUNTING. BRACRCTS
WSTALLED'PLR 00-7NE RRSfRU WW1. PAL
LACCED ULTULAIC DMCN WOOD SPLLD Or
tB0'MPN (ExpopFL CATCCORV C OR D)
BOATS ARC TO Br RMVW FROM BOAT
LrM PMOR TO A MAAW WAD EWf, ,
NOTE1III-IYAI7N $•.
7N CENRNLD EI.GA'IIREO
&RAMC IMS' "M MPARLD
SPCOWICALLr MR USG ONLY or
mocor BASIN
PC 14 Iw
MC7. PROIESS AL DrAfERWO
G T 2=7
1019 MrlMl6AAE DR
SRNW, R .NFFI
r �1@IIIVIg�d ,
56-166489 001 2 MINIMUM (gJAs.INA Sqe�\\\ ����
/y .. b ROLrs rOk WOOD PILING
'� / 1 �r 55 CONCRETE ANCNORS
® nECIM-CAI CDNCREff.P1GNC5 PER' • °a ��y
14 LD' ELwmC MOM? A� REOUIREO.NLNIMUM /1
®mBA.AUPS O WEACY p Southeast ist y CIA. $9 CARRIAGE B
mpT M-0 AMPS7OOVEADU AEIACUINO'MOUNrINO LL,
�p GUANIRr'7 f Urr 'RCOUIREO PCR 1 i 9�
e I Y /OTAL WATM 2074 MOUNTING TAB' I P
0 �� %, OOOB/1�rarr A. 1�11R`
f�j BOATUFTSAIMMAPDI
@OAT LIFT.'(2D17 FVC) ULlURt � tam e
q� R/•HMC ECRQ MS MTC ffP/IB RM. 1 .'1-BL10-51hG7J5., Y�r.AFfldv.c II'IIIII,`,\
�A R D EA 130 Suite 2Indian River Drive JohnNettles
Boulevard
Suite 2oz 414 Nettles Boulevard Sheet 5 of 6
Fort Pierce, FL 34950 August 29, 2019
Environmental Consuhaels, (772) 577-4141 Jensen Beach, FL 34957
nenpM 8ce-M
BOAr,LM'r MOUNTINC BRACKEr AND
SPEnRED MOUNRNG HARDWARr COMPLY
RITH WINO LOAD REQUIREMENTS OF THE
6 n(TOInaN [70171 rLOR10A BUOA'ND
COD&. PER A CC . AND PER. VMION
LOAD REQUIREMENTS OR TH& 7OI5
EDITION ALUMINUM ASSOCIArION'S
ALUMINUM DESIGN MANUAL.
UOUNTING DRACKET WSIALLEO AS PER
NJ -TIDE N/STRUmoks, WILL EXCEED
,UtY1MATE.O£SIGN RINDS SPEED OT I80
MPH (EAPOSORE CATEDORYY OR D)
'BOATS ARE TO BE RfMOWD IROM DOAT
LIrrSPMOR TO A'MAJOR WIND EVEN7.
����� OF EN �4 Nr�p
4.
4
W Permit Number
Q
I
p utheastDistrict
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I- 11
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HK1A.. -:� AAI H,� liQf
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A R D EA 130 Suite Indian River Drive Johns rzee
Boulevard
Suite 414 Nettles Boulevard
EnrironmentalConsWtonts Fort Pierce, FL34950 Jensen Beach FL34957
11 (772)577-4141
NDIF TO FYIMTTP
UUS LYR1=0 LNGNEurO
DRA YM1R2 RAT &WV PR'lPAHD
vircm=ar 71OT USE mr BY.
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OTATCOP
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ALTERNA
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Sheet 6 of 6
August 29, 2019
ENGINEERING REVIEW.
BOAT LIFT TOP CARRIER BEAMS AND
MOUNTING BRACKETS COMPLY WITH
WIND LOAD REQUIREMENTS OF THE
6TH EDITION (2017) FLORIDA BUILDING
CODE, PER ASCE 7-10, AND PER DESIGN
LOAD REQUIREMENTS OF THE 2015
EDITION ALUMINUM ASSOCIATI "'c
ALUMINUM DESIGN MAN
BEAMS AND MOUNTING BRAC
INSTALLED PER HI —TIDE INSTRUCTION!
EXCEED ULTIMATE DESIGN WIND SPE
180 MPH (EXPOSURE CATEGORY C
BOATS ARE TO BE REMOVED FROM 1
LIFTS PRIOR TO A MAJOR W/ND EW
Lam.•
FILING PENETRATION TO BE 10'
INTO THE SAND BOTTOM OR 5'
INTO ROCK STRATA,
SUB —SURFACE CONDITIONS CAN
VARY GREATLY, THE CONTRACTOR
SHALL VERIFY ALL PILE
CAPACITIES TO COMPLY WITH
2017 FBC. ALL PILINGS TO BE
8" MINIMUM DIAMETER
2.5 C.C.A PRESSURE TREATED
WOOD, PRE -STRESSED CONCRETE
OR COMPARABLE EQUIVALENT.
1/2 HP ELECTRIC MOTOR 0
8.8 AMPS ® 115V EACH
4.4 AMPS ® 230V EACH
QUANTITY: 2
TOTAL WATTS: 2024
vrsc wm
c
0
Fn
Z
0
NOTE TO EXAM/NER:
THIS CERTIFIED ENGINEERED
DRAWING HAS BEEN PREPARED
SPECIFICALLY FOR USE ONLY BY.•
°°Ovvvvvvvvvvvvvp°°°pO0
M
O\ O E
O V F F
!' NO.43865Wk
`
OVE
DSEP28 �o
STATE OF
o°
FFs < O R 1 O
° Ovloo vAvvvv �? veOv°
ROGER BABER
P.E. NO. 43855
CR PROFESSIONAL ENGINEERING
C.A. NO. 26967
1014 NW P/NELAKE DR.
STUART, FL 34994
ING MOUNTING TABS
'MUM (2) 3/8" DIA. SS LAG
TS FOR WOOD PILING OR
CONCRETE ANCHORS FOR
'CRETE PILINGS PER PILING
)U/RED.MINIMUM (2) 3/8"
SS CARRIAGE BOLT FOR
n, /ACHING MOUNTING TAB TO
LIFT REQUIRED PER PILING.
MOUNTING TAB CONSTRUCTED
FROM 1/4" X 2" ALUMINUM
6 0 6 1— T 6 FLA T BAR.
v
9, 000 LB. CODA GEAR 0 BOATLIFTS AND MARINE PRODUCTS
BOAT LIFT (2017 FBC) Ot0 4050 SELVITZ ROAD
FORT PIERCE, FL 34981
R. HIDE SCALE..- NTS DATE: 1/2/18 REV: 1 1-800-544-0735 www.hi—tide.com
ENGINEERING RENEW.•
BOAT LIFT MOUNTING BRACKET AND
SPECIFIED MOUNTING HARDWARE COMPLY
WITH WIND LOAD REQUIREMENTS OF THE
6TH EDITION (2017) FLORIDA BUILDING
CODE, PER ASCE 7, AND PER DESIGN
LOAD REQUIREMENTS OF THE 2015
EDITION ALUMINUM ASSOCIATION'S
ALUMINUM DESIGN MANUAL.
MOUNTING BRACKET INSTALLED AS PER
HI —TIDE INSTRUCTIONS, WILL EXCEED
ULTIMATE DESIGN WINDS SPEED OF 180
MPH (EXPOSURE CATEGORY C OR D)
BOATS ARE TO BE REMOVED FROM BOAT
LIFTS PRIOR TO A MAJOR WIND EVENT.
PILINGS:
PILING PENETRATION TO BE 10'
INTO THE SAND BOTTOM OR 5'
INTO ROCK STRATA,
SUB —SURFACE CONDITIONS CAN
VARY GREATLY, THE CONTRACTOR
SHALL VERIFY ALL PILE
CAPACITIES TO COMPLY WITH
FBC 2017. ALL PILINGS TO BE
8" MINIMUM DIAMETER
2.5 C.C.A PRESSURE TREATED
WOOD, PRE —STRESSED CONCRETE
OR COMPARABLE EQUIVALENT.
`/
rn
�00
®.0
(n 0
ELECTRICAL REVIEW.•
1 HP ELECTRIC MOTOR
— AMPS ® 115V EAC
6.4 AMPS ® 230V EAC
QUANTITY.• 2
TOTAL WATTS:2944
z
.`.,���
i
�11f
I
NOTE TO EXAMINER:
THIS CERTIFIED ENGINEERED
DRAWING HAS BEEN PREPARED
SPECIFICALLY FOR USE ONLY BY
eo" O C E p s A °Oo
a' No.'L4Mse`ss�9
<UVC STATE OF J LUI 4K
�a
40.
O R 1 01 ? o"o
881 O N A 1. EaoOo°0000
ROGER BASER
P.E. NO. 43855
MCR PROFESSIONAL ENGINEERING
C.A. NO. 26967
1014 NW PINELAKE DR.
STUART, FL 34994
PILING MOUNTING
MINIMUM (4) 3/4- DIA. BOLTS
FOR THROUGH BOLTING
BRACKET TO PILING.
PILING MUST BE TIED BACK TO
SEAWALL OR DOCK STRUCTURE.
ALTERNATE SEAWALL
M O U N T I N G
MINIMUM (6) 3/4- DIA. SS
ANCHORS REQUIRED IN
CONCRETE BASE FOR MOUNTING.
v
3, 000 LB. ALUMINUM PWL BOA TLIFTS AND MARINE PRODUCTS
(2017 FBC% ov nuo FORT PIERCE, FLROAD
349B1
R. H1DE SCALE. NTS DATE: 1/2/18 REV* 1 1-800-54 FORT
PIER FL 34—hde.com