10/0818 - Approved Plans [As Published] · 142010.818

36 HWO

Urb anate TYPE 17
STAINLESS STEEL

SCREWS @ 450 CRS

PLES:

@ 200 HG MARINE HWD POLES

NOTE THAT ALL POLES TO COMPLY
WATH AS 2150 - PILING CODE

  

WITH 24416 SS BOLT

 
 

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

 

158 x 76 HWD
2ei6 SS le

PLES:

@ 200 HS MARINE HWD POLES
NOTE THAT ALL POLES TO COMPLY J
WITH AS 2155 - PILING COOE

200 x 75 HWO

Be lal 1 5

 

DETAIL ( 2 .

150 x 75 HtwO

2M16SS

150 x 76 HWO

 

petal: : \

  
 
  
 
 
  
   
 
 
  
 

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.

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

   

SUNSHINE COAST.
REGIONAL COUNCIL |
PLANS APPROVED

   

  

PROPOSED JETTY
LOT 346

(No.20)
SEAHORSE PLACE
NOOSA WATERS

RABRINK PTY LTD T/A

wD John Norden
& Associates

 
     
     
      

ACN 010 263 877
Structure / Cri Design Engineers

  
   
  

  

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