Part 2 of 2 - Plans - Part 2 of 2 - Plans - 9 The Peninsula, Noosaville · OPW10/2072

 

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1. UNLESS NOTED OTHERWISE, ALL CONSTRUCTION SHA. COMPLY
WITH ThE AS16004 - "ALUMINIUM STRUCTURES CODE™, AS19005 - "ALUMINIUM
WELDING COOE.
2. ALL ALUMINIUM SECTIONS SHALL BE 6061/78 ALLOY WITH 0085 O8 5083
ALLOY FOR PLATE.

MINIMUM WATER RL 0.44 AHD : 3. ALL WELDING SHALL USE A FLUXLESS PROCESS SUCH AS MIG OR TG.
Ee er eet eee WHEN WELDING 6081 TO 6051, USE 4043 ALLOY FILLER.
WEN WELDuNG 6061 TO 5060/5083, USE 5355 ALLCY FILLER

4. STAINLESS STEEL, WHERE NOMINATED, SHALL BE ALLOY 30s On 316.

PILES:
ALL PILES SHALL BE APPROVED HARDWOOD

  

MAXIMUM RECORDED FLOOD LEVEL RL 2.00 AHD aed

AND TREATED TO HAZARD 6.
ALL PILES SHALL BE INSTALLED iN ACCORDANCE
WITH AS 2159 - PILING CODE
WOmm ROLLER
ON 216 SS PIN

tu
ELEVATION

yOmm WINCH T
PLATE AT 15 100 x 100 x6.0
150 Z PLATE WELDED
Sahn 3s ¥ TO 100 x 100 x 6.0 EA
t 200 MIN TREATED
100 x SO x 6.0 HWO PILES TYPICAL,
SECTION

MAXIMUM TOTAL
BOAT WEIGHT
1500 kg

  

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|

        

100mm WOBBLE ROLLER 3
ONG16 SS PIN @40 BRACE

   
   

APPROXPLETOPRLGSS —F NISSIM r —— : SECTION X- X PILEAT PTY LTD

 

 

     

 

 

    
 
  

SxNxDO RS
APPROX PILE TOP RL 0.96 1:10 Ss Ae
OO e ——— oo —__—_—_ NOOSA JETTY
100 x SOx 30 RNS 100 x 100 x 6.0 PLATE
2x16 SS BOLTS WELDED TO 100 x 100 x 6.0 EA oo
- poor el eae
= 6200 MIN TREATED POBox 2980 PrvFax 07 54743480
HWO PILES TYPICAL Noosaville Mobwe 0408 137526
Cd 4566 0417 740646
R&D GLOSTER

  

   

PROPOSED JETTY
& BOATLIFT

LOT 262 (No.9)
THE PENINSULA
NOOSA WATERS

RABRINK PTY LTD T/A

"a John Norden
& Associates

ACN 010 263 877
‘Structural / Civil Design Engineecs

‘Suite 16 ‘Tewantin Plaza”
A Poncuna Avenue {PO Box 206
_— Tewantn Q 4565

Pr: 07 54497137 Fax 07 4497172

Ema: p_agintemode.cn.net
PG}
{ CP Eng, MiEAust, RPEQ.
WORKING DRG |
FRAMING LAYOUT | _
i: 10/126-3

   

FRAMING ELEVATION

1:20