Approved Plans MCU20-0137 & OPW20-0220 · MCU20/0137

           -

   NOOSA COUNCIL
   APPROVED PLAN
MCU20/0137 & OPW20/0220
      14 JAN 2021


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NOOSA COUNCIL
APPROVED PLAN
MCU20/0137 & OPW20/0220
14 JAN 2021

 

 

 

 

456,
+66-

105

100 X le BAR BOLTED 70
PONTOON FRAME WITH 34
M20 S.S BOLTS

SECTION A

80 X 100 X 10 wasner-!

\ se SS BOLTS SECURING
PILE BRACKET TO

PONTOON

80 X 100 X 10 WASHER
pe CENTER NUT

 

100 X 12 CLEAT

6mm PLATE GUSSET
TO BOTTOM CORNER
BOTH SIDES

COMMERCAIL 8 ROLLER BRACKET
FIXED WITH 16 Mie SS BOLTS
SIZE TO SUIT PILE DIAMETER

 

 

 

 

 

 

 

 

SO X 6 FLAT BAR FULLY
WELDED INSIDE FRAME

   

900

 

 

 

 

 

 

 

 

 

 

 

  
 
  
  
 
 
 
 

 

 

 

 

 

 

 

 

 

 

 

PLAN VIEW
SCALE 1:10

 

 

 

 

 

 

 

 

FRAME TRACK

 

SIDE VIEW

M20 S.S THREADED BAR
TAPPED & FULLY WELDED INTO
40 X 10 REINFORCING PLATE

775

6mm TREAD PLATE
BOLTED ONTO FRAME
WITH Mlié S.S BOLTS

JSP-209 FLAT BAR
SURROUND FRAME

SNAP IN FENDER

 

R300 ROLLED FRAME CORNERS

6mm ALUMINIUM TREAD PLATE

HDPE SLEEVE

  

 

 

 

 

 

 

 

 

 

SECTION-B
SCALE 1:5

PILE WALL

NOTES:
* ALL ALUMINIUM WORK TO COMPLY WITH AS1664.
* EXTRUDED ALUMINIUM TO BE GRADE 6351-T5 OR 6063.
* PLATE ALUMINIUM TO BE GRADE 5083.
* ALL ALUMINIUM WELDING IN ACCORDANCE WITH AS. 1665
* ALL WELDS SHALL BE 4 C.F.W. OR THE THICKNESS OF THE
THINNER MATERIAL.
* ALL BUTT WELDS TO BE FULL PENETRATION.
* ALL BOLTS & FITTINGS TO BE 304 OR 316 STAINLESS STEEL.
* ALL STAINLESS STEEL INCLUDING BOLTS, NUTS WASHERS SHALL
BE GRADE 316.
* ALL WELDING SHALL BE IN ACCORDANCE WITH 1554.
* BOLT INSULATION SHALL BE ACHIEVED WITH A LIBERAL COATING
OF DURALAC OR LANOCOTE APPLIED TO ALL CONTACTING
SURFACES.
* DIMENSION TOLERANCES U.N.O. SHALL BE:
FABRICATION - + 2.0 MACHINING — UP TO 10mm +0.1
> 10 TO 100mm +0.2
> 100mm + 0.5
ALL ANGLES +1°
* REMOVE ALL SHARP CORNERS, BURRS & WELD SPATTER.

ULTIMATE LOAD CAPACITY = 65kN

THIS DRAWING IS SUBJECT TO COPYRIGHT AND CANNOT BE REPRODUCED IN PART OR FULL OR PASSED_ON TO A THIRD PARTY WITHOUT THE WRITTEN PERMISSION OF THE JETTY SPECIALIST

 

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Crichton EDGE Consulting Engineers}
Ist Floor, 26 Balaclava St
Woollongabba, QLD 4102
Mob +61 447 950 427

ABN 66 099 997 935 [email protected]

THE MARINA SPECIALIST

TRADING AS ACN 010633119 18 RON PARKINSON CRES

 

 

 

F ISSUED FOR EDGE ENGINEERS

MA

9/9/20

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DESCRIPTION

BY

 

DATE

 

APPD

 

CHECKED:

RPEQ:
5496

DATE:

 

 

 

17/09/2020

CORBOUND PARK
~ietty.

QLD 4551 AUSTRALIA
“™™? PHONE(O7) 5492 5925
== SPECIALIST ™

(07) 5492 6699

 

 

SUNT: DAKL PTY LTD

PILE BRACKET CONSTRUCTION TO SUIT

 

 

 

 

 

 

 

 

 

 

8 Lot 29 (59) WYUNA DR 4000 — 4509 PILES & 8 ROLLER BRACKET
_ NOOSAVILE DATE: UNITS SCALE: SHEET: A3

PROJECT: 26/6/07 | MM 11:10 1:5 1 OF 1
Q STANDARD DRAWING DRAWN: /6/07 APPRO: |DRG No: REV:
WA pc | JSP-SD-142 F