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

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KICKER:

75 x 38 HWO

V75 x No14 TYPE 17
STAINLESS STEEL
SCREWS G 450 CRS

 

SECTION/A

| JETTY USE:

SINGLE USER, PRIVATE
NO VEHICULAR ACCESS

WALKWAY DECK VERTICAL
DESIGN LIVE LOAD - 2.0 kPa
MAXIMUM MOORED VESSEL - 5m
BERTHING VELOCITY - 0.5 m/sec

 

ee eee

 

150 x 75 HWD-

2M16 SIS
2M163S

PRES:

DETAIL

180 x 75 HWD

10 PL ANGLE BRACKET
216 S/S TO EACH MEMBER

“3
j

DETAIL /2

:

2M16 SS

Z ‘150% 75Hwo

150 x 75 RWO

DETAIL

f

NOTES:

1. UNLESS NOTED OTHERWISE ALL TIMBER SHALL BE
DURABILITY CLASS 1 OF APPROVED SPECIES AND HAVE
A STRESS GRADE OF F14 MIN.

2. UNLESS NOTED OTHERWISE ALL CONSTRUCTION SHALL
COMPLY WITH THE ENVIRONMENTAL PROTECTION AGENCYS'
OPERATIONAL POLICY - "BUILDING AND ENGINEERING
STANDARDS FOR TIDAL WORKS.

3. ALL STAINLESS STEEL BOLTS, RODS, ETC., SHALL BE
APPROVED MARINE GRADE 316. ALL OTHER STEELWORK
INCLUDING NUTS, BOLTS, WASHERS, SCREWS, NAILS, ETC.,
SHALL BE HOT DIPPED GALVANISED OR STAINLESS STEEL.

4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED
OR RINGED.

5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM
THE DRAWINGS.

   

 
    
 

PTY LTD T/A

John. Norden
& Associates

ACN 010 263 877
Structural / Civil Design Engineers

‘Suits 16 Tewandn Plaza”
A Peete PO Box 206
=

Pte 07 54407137 Fac 07 54487172

Email: [email protected]
DRAWN OATE

a a
SCALE DESIGNED
AS SHOWN ~ oP
arom (Lee
S8UE
_ WORKING DRG

 
           
         
   

 

Page 4

 

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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

  

|
|

        

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