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Permit Number �
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130 S.Indian River Drive M i ch�'•� ft
A Suite 202 n Christina ewl na Court R D EA 133 Queen Sheet 1 of 6
Fort Pierce, FL 34950 May 2021
'��! Environmental Consultant] (772)577-4141 Fort Pierce, FL 34949
J _ _ Existing 967 SF dock -
_ Existing 220 LF+/-
to be removed and
replaced seawall to remain
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Permit Number
Southeast Distriet
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IndianDrive
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• 34950
• 1Court May ,
• Pierce, 34949
Residential Canal Existing Conditions
Waterbody Width=200"
Existing 967 SF dock to
� 4�T o a a N 1,f t be removed/replaced
Permit Number
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56-187840-004-EE _.._.._.
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130 S.Indian River Drive Michael Jurewicz f (�
ARDEA suite 202 Sheet 3 of 6
Fort Pierce, FL 34950 133 Queen Christina Court May 2021
r, ' Environmental Consultants (772)577-4141 Fort Pierce, FL 34949
Residential Canal
Proposed Work
Waterbody Width=200'
Proposed 880 SF
replacement dock
o a 8 IV� Reduction of 87 SF
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a Permit Number y
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56-187840-004-EE —• —••.••
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Boatliftebr
Project Site
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1402. Road
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130 S.Indian River Drive Michael Jurewicz
z J ARDEA Suite 202 133 Queen Christina Court Sheet 4 of 6
Fort Pierce FL 34950
May 2021
Environmental Consultants
�`-�� _� (772)577-4141 Fort Pierce, FL 34949
Of E,, ock Access Section Thru Dock Access Plan View
8 feet+/-
a �
a Permit Number > SGL Bolts,Nut,Washers
r 5/8"S.S.(304)w Nut Fully ------- -- --- - - --- -
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56-187840-004-EE Threaded @Bents ==
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p Southeast District y 8 feet+/-
5/4"x6"T Rex or
equivalent composite
z
xags
,y for Stringers decking w/minimal plank
° Sri,v y I,-
spacing.Fasten w#10 3"SS
(304)Screws,2 per Stringer —
�- 2 x 8"P.T.SYP,0.40 CCA treated x (1)
stringers. `^
2"x 10"P.T.SYP,0.40 CCA treated N
MHWL DBL bents
-------------
Existing MLWL_
Seawall ._._._._._._._.-._._._._._.__` . ._
N ______________
TT
L41
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�•r—•-- Stringers 16"
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ti�•••S••.•1•S�•.•ti•L•'L•ti•L• Barren River Bottom �•�•�•°••�•ti•••-•••ti•� 1d SS Center Stringers tied down with
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'a.2.5 CCATreated Pi �,*�` 213C 3"SS Screws @ ea member
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he work specified herein has been designed and all work shall be in
i u • Pau �� . � ccordance with the 2020 FBC-7th Edition.All codes referenced herein
P. � 2 451 �j-►, re per the latest adopted edition,unless otherwise noted.
Design loads to meet 2020 FBC-7th Edition
O ^� Wind Load as per ANSI/ASCE 7-16
Not to scale for a rm itti npurposes o €a: „ Road Speed=170 MPH Exposure=D Importance Factor=1.0
a
ie► 130 S.Indian River Drive Michael �ureWICZ
RDEA
Suite 202 Sheet 5 of 6
Fort Pierce, FL 34950 133 Queen Christina Court May 2021
Environmental Consultants (772)577-4141 Fort Pierce, FL 34949
OF ENpj4O ..
rrLOAD
IN(:REVIEW,• 't' NOTE TO EXAMINER:
4 dj� Digitallysigned,byRoger THIS CER77RED ENGINEERED
IFT TOP CARRIER BEAMS AND 4 MBABER DRAWING HAS BEEN PREPARED
G BRACKETS COMPLY WITH WIND
QUIREMENTS OF THE 7TH EDITION 'k ,A DN:c=US,o=Sustainable SPECIFICALLY FOR USE ONLY BY.•FLORIDA BUILDING CODE, PER w Permit Number y Earth Engineers dba MCR
—16, AND PER DESIGN LOAD r g2�.upy .Engineers, WILCO CONST.
REQUIREMENTS OF THE 2015 ` "6u=A01410D0000017183 --
EDITION ALUMINUM ASSOCIATIONS'S 56-187840-004-EE F.gaB.b«.P.E.
ALUMINUM DESIGN MANUAL. , ,b co Ro3gOM'BABER aoa000aaoeonu0000vaop
BEAMS AND MOUNTING BRACKETS P O Date:2021.01.0812:06 R
43 'oo,o M B
INSTALLED PER HI—TIDE INSTRUCTIONS WILL ♦ Southeast District O6'00' 09�0 6� 1 G E N
EXCEED ULTIMATE DESIGN WIND SPED OF ef. o' O V F F e
200 MPH (EXPOSURE CATEGORY C OR D) O� a Q• ,N0,4SS55 e
BOATS ARE TO BE REMOVED FROM BOAT
LIFTS PRIOR TO A MAJOR WINO EVENT. 4*0
ay a * e
eo x
9 STATE OF kr o
000~F 41
�L0R19P 2000
P LLNGS:
PILING PENETRATION TO BE 10' 'ooBso�NA000p0600'
INTO THE SAND BOTTOM OR 5'
INTO ROCK STRATA, SUB—SURFACE 0
CONDITIONS CAN VARY GREATLY, ��� ROGER BABER
THE CONTRACTOR SHALL VERIFY
P.E.NO. 43855
ALL PILE CAPACITIES TO COMPLY MCR.PROFESSIONAL ENGINEERING
WITH FBC 2020. ALL PILINGS TO BE 2430 NE DIXIE HWY
10" MINIMUM DIAMETER J£NSEN BEACH, FL 34957
2.5 C.C.A PRESSURE TREATED
WOOD, PRE—STRESSED CONCRETE
OR COMPARABLE EQUIVALENT. �m
- 0
PILING MOUNTING TABS
MINIMUM (2) 3/8- DIA. SS LAG
BOLTS FOR WOOD PILING OR
SS CONCRETE ANCHORS FOR
ELECTRICAL R W W.• X2 ELECTRICAL REVIEW.• CONCRETE PILINGS PER PILING
1 HP.ELECTRIC MOTOR 2 HP ELECTRIC.MOTOR REQUIRED.MINIMUM (2). 3/a"
SS CARRIAGE BOLT FOR
--AMPS®115V EACH --AMPS'0 115V EACH TT A
6.4 AMPS®.230V EACH 12.4 AMPS 0 230V EACH ATTACHING MOUNTING TAB TO
QUANTITY.• 2 QUANTITY 2 LIFT REQUIRED PER PILING.
TOTAL WATTS: 2944 TOTAL WATTS., 6704 MOUNTING .TAB CONSTRUCTED
FROM 1/4' X 2' ALUMINUM
6 061— T6 FLAT BAR.
,a vie amc vacs �
20,000 LB. GEAR DRIVE & M C7 BOA TLIFTS AND MARINE PRODUCTS
a OAD
GEAR DRIVE X2.BOAT LIFT (2020 FBC) UUU��a, " FORT PIERCE,4050 T F L349B1
�Ps omo? ` 1-800-544-0735 www.hi—tide.com
aiw av,c a;w eo: R. HYDE SCALE: NTS DATE. 1/4/21 REV' 1
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ARDEA130 S.Indian River Drive Michael Jurewicz
Suite 202 133 Queen Christina Court Sheet 6 of 6
Fort Pierce, FL 34950 May 2021
Environmental Consultants: (772)577-4141 Fort Pierce, FL 34949
s
ENGINEERING REVIEW. NOTE TO EXAMINER:
BOAT LIFT TOP CARRIER BEAMS AND THIS CERTIFIED ENGINEERED
MOUNTING BRACKETS COMPLY WITH WIND DRAWING HAS BEEN PREPARED
LOAD REQUIREMENTS OF 'THE 7TH� EDITION SPECIFICALLY FOR USE ONLY BY.-
(2020) FLORIDA BUILDING CODE, PER
ASCE 7-16, AND PER ;DESIGN LOAD
REQUIREMENTS OF- THE, 2 0 1 5 ----------------------
EDITION ALUMINUM ASSOCIATIONS'S
ALUMINUM DESIGN MANUAL. VL°°00000000DDa00°p00
s °oo M o00
BEAMS AND MOUNTING BRACKETS °o°o !y e -1oOOo
INSTALLED PER H!—TIDE INSTRUCTIONS WILL o° C� C E M B o
S. °
EXCEED ULTIMATE DESIGN WIND;SPEED OF
200 MPH (EXPOSURE CATEGORY) OR D) o Q NO.43855 o
BOATS ARE TO BE REMOVED FROM BOAT Wf
LIFTS PRIOR TO A MAJOR WIND'EVENT.
A� OVED Kai 0 G
o 'A STATE OF
o 0AN A. o
PILINGS: I °o° lCs 4 O R I D P o°o
PILING PENETRATION TO BE'1O' S n
o
°OOOo DO A Do N
INTO THE SAND BOTTOM OR ;5"
INTO ROCK STRATA, SUB—SURFACE'', 0 4
CONDITIONS CAN VARY GREATLY,''
ROGER B
THE CONTRACTOR SHALL VERIFY
P.E. N0. 4385 43855
ALL PILE CAPACITIES TO COMPLY MCR PROFESSIONAL ENGINEERING
WITH FBC 2020. ALL PILINGS TO BE 2430 NE DIXIE HWY
10" MINIMUM DIAMETER JENSEN BEACH, FL 34957
2.5 C.C.A PRESSURE TREATED 2
WOOD, PRE—STRESSED CONCRETE
OR COMPARABLE EQUIVALENT.
O
PILING MOUNTING TABS
B MINIMUM (2) 3/8" DIA. SS LAG
BOLTS FOR WOOD PILING OR
SS CONCRETE ANCHORS FOR
ELECTRICAL REVIEW. X2 ELECTRICAL REVIEW. CONCRETE PILINGS PER PILING
REQUIRED. I
1 HP ELECTRIC MOTOR 2 HP ELECTRIC MOTOR (2) 3
DIA. SS CARRRRIAAGEGE
BOLT FOR
-- AMPS ® 115V EACH -- AMPS @ 115V EACH
ATTACHING MOUNTING TAB TO
6.4 AMPS @ 230V EACH 12.4 AMPS @ 230V EACH B
QUANTITY: 2 QUANTITY.- 2 LIFT REQUIRED PER PILING.
TOTAL WATTS: 2944 TOTAL WATTS: 5704 MOUNTING TAB CONSTRUCTED
FROM 1/4" X 2" ALUMINUM
6 0 6 1 — T 6 FLAT BAR.
12 PVC GUIDE POLES 4
II I p(E S 4
10 BUNK BRACKETS W HARDWARE 4
9 ALUM/NUN BUNKS(W CARPE)ED WDOD BUNKS 2
B PILING
MOUN ASSEMBS 2 20,000 LB. GEAR DRIVE & T#L
���� BOATLIFTS AND MARINE PRODUCTS
P/f/NG BEAM AG TABS lF REQUIRED BB LEFT TOP CARRIER ASSEMBLY I 4050 SEL VI TZ ROAD
S LEFT TLP CARRIER ABSENBLY. GEAR DRIVE X2 BOAT LIFT (2020 FBC)
4 4'ALUMINUM SHEAVE - B
3 s 1s X 4s SSAC TWE 304 . i 11 4 FORT PIERCE, FL 34981
2 I NP 55 MOT(M 2 NP O1J X2 MODELS 1 11. 2 1-800-544-0735 www.hi—tide.com
I LIAR DRIVE T AR BOX i' 2 R. HYDE SCALE.• NTS DATE: 1/4/21 REV. 1
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DESCRIPRON ' I