HomeMy WebLinkAboutEngineering Sheet^"AL PILING/DUAL MOTOR, 3000 PWC LIFT
5/8" SS BOLTS W/ PILING WASHERS,
I _ 8 MIN. LOCKWASHERS. AND NUTS (NOTPRC
REVIEW&D FOR
CODE COMPLIANCE
ST. LUCIE COUNTY'
Bocc
MEN
r 92.25 *APPROX.* (STANDARD)
132.25 *APPROX* (DUAL PWC)
ST CONNECTED TO CRADLE WITH
1/2"SS BOLTS W/ WASHERS AND NUTS
PILING MOUNT
DETAIL
PILING MOUNT
ISO
01
02
03
04
05
06
07
08
09
10
NOTE: THIS STRUCTURE
WILL WITHSTAND WIND
CAPACITY
MAST
MOTOR
MAST
HOUSING
PILING
MOUNT
PILING
SIZE
CABLE
GUIDE
POST
BUNKS
BUNK
CRADLE
CRADLE
SPEEDS UP TO 170 MPH
CALCULATED PER F.B.0
•
ASSEMBLY
CHANNEL
BRACKETS
BEAMS
LENGTH
2O20 (7TH EDITION) AND
3000 LBS.
4"X6"
ALUM
1 HP
1/4"X5'X10"
225"X 1.945"X6"
10" DIA
1/4" DIA SS
1 5" SCH. 40
ALUM PIPE.
2.7"X8"X12'
.25"X2"X3"
.25"X4"X8"
ASCE7-2016. VESSELS
SHALL NOT BE STORED
TUBE
ALUM TUBE
AMERICAN NAT.
STD. ALUM CHANNEL
DOUBLE PULL
w, SS BOLTS
ALUMINUM
ALUM ANGLE
ALUM TUBE
80
ON LIFT DURING HIGH
WIND EVENTS.
ENGINEERS SEAL
i98�3� IN B/ZnW0J? as: SUrrrw,91 r4
i POJG'rs"AidV!'L[rC�� FL�9�B
i PAVf- I iS6 , P.E: FLA REG Afo. 29945
JUN 1 8
THE GRAVITY AND WIND LOADS FOR THIS CONSTRUCTION HAVE BEEN CALCULATED AND THE MAIN WIND FORCE RESISTING SYSTEM AND COMPONENTS
AND CLADDING OF THIS BUILDING DESIGN DO COMPLY WITH FLORIDA BUILDING CODE 2020 FTH EDITION)
PH: 800-325-1116
=? FAX:252-747-4377
NAME
DATE
TITLE:
,
TIDET. OM
DRAWN
ACC
45-21
Box 11
P.O. BOX 1118
3 K
ENGINEERING
SNOW HILL, NC 28580
CHECKED
UNLESS OTHERWISE SPECIFIED:
ENGAPPR
S
H
EET
PROPRIETARY AND CONFIDENTIAL
THE INFORMATION CONTAINED IN THIS
DRAWING IS THE SOLE PROPERTY OF
TIDETAMER INDUSTRIES. ANY
REPRODUCTION IN PART OR AS A WHOLE
WITHOUT THE WRITTEN PERMISSION OF
TIDE TAMER INDUSTRIES IS PROHIBITED.
DIMENSIONS ARE IN INCHES COMMENTS:
TOLERANCES:
FRACTIONAL±
ANGULAR: MACH ± , BEND ±
TWO PLACE DECIMAL ±
THREE PLACE DECIMAL ±
DO NOT SCALE DRAWING
SIZE DWG. NO. 0 REV
A ENGINEERIN 2
SCALE AS NOTED I I SHEET 1 OF 1
5
4
3
2