HomeMy WebLinkAboutBOAT LIFT PAPERWORKENGINEERING RENEW,
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 ASSOCIATIONS'S
ALUMINUM DESIGN MANUAL.
BEAMS AND MOUNTING BRACKETS
INSTALLED PER HI —TIDE INSTRUCTIONS WILL
EXCEED ULTIMATE DESIGN WIND 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 STRA T.A,
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
ely °
Pb
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X2 ELECTRICALRWW.•
/4 HP E l 1-1/2 HP ELECTRIC MOTOR
10.6 AMP -- AMPS ® 115V EACH
�5.4 AMPS E 9.6 AMPS ® 230V EACH
QUANTITY' QUAN7ITY.• 2
TOTAL WATTS 2484 TOTAL WATTS 4416
NOTE TO EXAMINER:
THIS CER77FIED ENGINEERED
DRAWING HAS BEEN PREPARED'
SPECIFICALLY FOR USE ONLY BY:
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0 0. M
o ROVED JAN 141019
p 8TATEOF 41
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eeO0Oe81 O N A 1.
D ROGER BASER
P.E. NO. 43855
MCR PROFESSIONAL ENGINEERING
C.A. NO.. 26967
1014 NE PINELAKE DR.
STUART, FL 34994
PILING MOUNTING TABS
MINIMUM (2) 3/B- DIA. SS LAG
BOLTS FOR WOOD PILING OR
A
SS ETE ANCHORS FOR
CONCRETE R PILINGS PER PILING
REQUIRED.(2)JFB
®
CARRIAGE BOLT FOR
cl
ATTACHING MOUNTING TAB TO
LIFT REQUIRED PER PILING.
y
MOUNTING TAB CONSTRUCTED
FROM 1/4- X 2- ALUMINUM
6061-T6 FLAT BAR.
12,000 LB. GEAR DRIVE & M BOA77JFTS AND MARINE PRODUCTS
GEAR DRIVE X2 BOAT LIFT (2017 FBC) UU�O�a� 4050 SELV 7Z ROAD
FORT , FL 34981
R. HYDE SCALE. NTS OA7E.• 1/2/18 REV. 1 1-800-544-07350735 www.hi—tide.com
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P.O.B. .y permit Number
SET NAIL & Le I I e V re C r
WASHER #4459
Plan View 56-301691-003-EE
;! `•` p , outheastDi t
Wilco >� eonstruc�ji�
10751 O Ave.
Ft. Pierce, L�
o772-460-6
o roposed '0
n@!
:'
� 9 �
' j' : Seawall 07RE51 s TH OCEAN DRIVE #AS
JENSEN BEACH, FLORIDA., 34957 h
Wall 20' from Prop. L •6
Dock Area:
50 sq.ft. k
oQL
O
p
1--proposed
O .
Z i' 12k Hi -Tide v
i2.s't
:�. Boat Lift
20' 3 Q
ro ert a
;..:,�; i2.s
Line c:w.' 111�f1►W
Uyl
U : 1'x2�` G3' s
o ; FL OOD Z
5• !7J • 1 �t , �'
PROPERTY LOi
s'
t�l rf r� : ` BASE ELEVATI
P.E O 51 S�P� ze1; 7 COMMUNITY &
SET NAIL & 20•y ��'• FIQ;•
WASHER #4459 1402 HaRQtcgir� " ``ty
rUILF
/rto¢ua1\1• sc.
�0
has been designe al
work shall be in
accordance
with the 2017 Ron aA
Building Code (6th
All codes reference h
are per the latest adol
edition.
CROSS SECTION
Permit Number
'se
3.'1691-003-EE
Southeast District
s 0'-5'
ar �o
�0
2.tvys'
STRINGERS: Decking:
2"R' 0.4 ACQ spaced 2"x6" 0.4 ACQ #1 Tropical Decking fastened
at max. 24" with min.1/2" SS w1#10x3" stainless steel decking screws
ag bolts on each piling (lap
spliced)
y 4,
..:1 i
V7 .5 .
'�*,r.' .'tom a ' • A-
Block;:�
I I To bE added as needed:
2"x6" 12" 0.4 ACQ strap
l block @mid stringers
(fast ed w/min. 3 ea.
I l i l l i l min.'" SS screws/nails)
Nails Typical
Joist:
2"x8" 0.4 ACQ on
each side of piling.
Bolted w/ 5/8"
SS cut rods.
M.H.W.
Pilings:
min. 8"0, 2.5 CCA
PT wood,
max. 12' OC
V
i e.
d.
iu
Ld
10'4�1�`LIO
b
/����•
t 'e`'
_N
11 tl t�
CMo
0
F2
U
CANAL BOTTOM 1 l 6' min.
WI I 7 T penetration
Cross View Lelievre Residence- Wilco Construction,
Dock Structural Inc.
SET NAIL &
WASHER #4459
Lelievre
Resource
Survey
Barren
Site do ve:
8125119
Barren of
resources.
Barren
20' from Prop. L —�
!r
HW/MLW
Barren
00
.•'
Barren
o
tr:
12.5't
20'Ld
J
�;
3
Ld
orre
Line
S
5'
SET NAIL & 20' —
WASHER #4459
�OF
4 V
°j Permit Number
Barren 4 r
56-301691-003-EE
Wilco Morine
10751 Orange R
Ft. Pierce, FL
o772— 460-6928
truc tion,
�$aVJLS
roposed Barren
Ring
STREET ADDRESS•
10751 SOUTH OCEAN DRIVE #A5
JENSEN BEACH, FLORIDA., 34957
Dock Area:
50 sq.ft.
Barren
,,—proposed
12k HI -Tide
Boat Lift
Barren
Barren 1'x25' Cat
Walk
Barren
Barren
FLOOD ZONE lNF
PROPERTY LOCATED IN FL
BASE ELEVATION 7.0
COMMUNITY & PANEL NO:
DATED:
TYPICAL D
has been designe it
work shall be in
accordance
with the 2017 Florida
Building Code (6th Edn.).
All codes reference hereir
are per the latest adopted
edition.
STRINGERS:
2"A" 0.4 ACQ spaced
at max. 24" with min.1/2" SS
ag bolts on each piling (lap
spliced)
I I
Bic
OF E1V
kGGESSM
(N.T.S.)
Permit Number
56-301691-003-EE
i
p Southeast District
VA
c Width: Varies 0'-
?4*
.y O
� it V L 9
Pilings:
min. 8"0, 2.5 CCA
PT wood,
max. 12' OC
Decking:
2"x6" 0.4 ACQ #1 Tropical Decking fastened
w/#10x3" stainless steel decking screws
I I I To b added as needed:
2"x6" 12" 0.4 ACQ strap
I I block @mid stringers
(fast ed w/min. 3 ea.
I I i I l i l min. " SS screws/nails)
Nails Typical /
Joist: J
2"x8" 0.4 ACQ on
each side of piling.
Bolted w/ 5/8"
SS cut rods.
per
-1.4- per
CANAL BOTTOM
llitrl�
a,,
Cw
a
16�
s
N i..
rLL
Cd
j I 6' min.
7 T penetration
Cross View I Lelievre Residence- Wilco Construction,
Dock Structural Inc.
01
( SD .40419
rod--. evy"lof
&e,aj
Law's Electrical Service Inc.
5158 NW Primm.St
Pt St Lucie FI.34983
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