07/0762 - Op Works - Transport Type 5 - Domestic Marine [As Published] · 142007.762

MAXIMUM RECORDED FLOOD LEVEL RL 2.00 AHD

 

  

MINIMUM WATER RL 0.44 AHD

   
  
     
   
       
   

PILES:
ALL PILES SHALL BE APPROVED HARDWOOD
AND TREATED TO HAZARD 6.

ALL PILES SHALL BE INSTALLED IN ACCORDANCE
WITH AS 2159 - PILING CODE

 

MAXIMUM TOTAL
BOAT WEIGHT
1500 kg

10mm WINCH
PLATE AT 1:5

100 x 60 x 6.0
‘°C SECTION

100x6.0P,ATE _
WELDED TO 100 x 100 x €.0 EA

 
  

 
  
 
   
     

100 x 60 x 3.0 RHS
MIN. WATER RL OASArO 100 x 100 26.0 EA

x4

 

  

———_ 100 x 100 1 6.0 PLATE
WELDED TO 100 x 100 16.0 EA

2200 MIN TREATED
HWD PILES TYPICAL

    

80 x 50 x 3.0 RHS
100 x 60 x 3.0 RHS

100 x 100 x @ EA

FRAMING LAYOUT

1:24

i

2/816 8/5 BOLTS

 

REAL PROPERTY
DESCRIPTION

LOT 516
RP 880344
PARISH WEYBA

COUNTY MARCH

804 m2

  
 
   

NOTES:

1, UNLESS NOTED OTHERWISE, ALL CONSTRUCTION SHALL COMPLY
ATO TH S166d . *; STRUCTURES COD 81684. *
WELDING CODE’.

2. ALL ALUMINIUM SECTIONS SHALL BE 6081/76 ALLOY WITH 4086 OR 5063
ALLOY FOR PLATE.

3. ALL WELDING SHALL USE A FLUIXLESS PROCESS SUCH AS MIG OR TG.
WHEN WELDING 6061 TO 6081, USE 4043 ALLOY FILLER.
WHEN WELDING 6061 TO 5086/5083, USE $364 ALLOY FILLER.

4. STAINLESS STEEL, WHERE NOMINATED, SHALL BE ALLOY 304 OR 316.

100 x 60 x 6.0
‘C SECTION
100 x 100 x 6.0
EA

100 x 100 x 4.0
PLATE WELDED

TO 100 x 100 x 6.0 EA

200 MIN TREATED
MWD PILES TYPICAL

RABRINK PTY LTD T/A

John Norden
& Associates

ACN 010 263 877
Tee ea ae
Structural / Civil Ganiga Eingineere
Suse 16 'Tewentn Plaze*
Poinciana Avenue / PO Box 206
Tewardin Q 4566

Ph: 07 844871387 Fasc 07 64467172
Ema

 

DRAWN DATE

pm (belece—
= WMG

SITE PLAN

- P0742 |