Approved Plans - 26 Masthead Quay Noosa Waters - Jetty - Pile-It Ltd T/a Noosa Jetty Builders · OPW10/2094

DECKING:
125 x 38 HWD
SCREWED TO BEARERS.

KICKER:

75 x 38 HWD

4775 x No14 TYPE 17
STAINLESS STEEL
SCREWS @ 450 CRS

   

WITH AS 2159 - PIUNG CODE

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

150 x 75 HWO
2M16 216 SS
PILES:
@ 200 H6 MARINE HWD POLES
NOTE THAT ALL POLES TO COMPLY
WITH AS 2156 - PIUNG CODE
200 x 75 HWD

DAIL \

 

DETAIL ( 2 \

2416 SS

150 x 75 KWD >

 

DETAIL / 3 ’

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, ROOS, 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.

NOOSA JETTY
BUILDERS

PROPOSED JETTY

LOT 621

(No.26)
MASTHEAD QUAY
NOOSA WATERS

RABRINK PTY LTD T/A

John Norden
& Associates

ACN 010 263 877
Structural / Civili Design Engineers

Ph: 07 54407137 Faxc O7 54497172
Emit: jn_egjinternode.cn net

mn
Pam Ee
{ [CPEng, MIEAust, RPEQ.
WORKING DRG

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