09/0654 - Approved Plans [As Published] · 142009.654

 

NOTES:

1. UNLESS NOTED OTHERWISE ALL TIMBER SHALL BE
DURABILITY CLASS 1 OF APPROVED SPECIES AND HAVE

PLES: A STRESS GRADE OF F14 MIN.
75x38 HNO NOTE THAT AL POLES To cuaey
UT6 x Not4 TYPE 17 WITH AS 2189 - PILING CODE 2. UNLESS NOTED OTHERWISE ALL CONSTRUCTION SHALL

   

SCREWS @ 420 Crs COMPLY WITH THE ENVIRONMENTAL PROTECTION AGENCYS'
- OPERATIONAL POLICY - “BUILDING AND ENGINEERING
STANDARDS FOR TIDAL WORKS."
MOTE THAT ALL FCLED TOC eaLY 3. ALL STAINLESS STEEL BOLTS, RODS, ETC., SHALL BE
WITH AS 2180 - PLING CODE APPROVED MARINE GRADE 316. ALL OTHER STEELWORK
DETAIL INCLUDING NUTS, BOLTS, WASHERS, SCREWS, NAILS, ETC.,
5 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.

SECTION/ A>

 
 

 
 

SUNSHINE COAST
REGIONAL COUNCK. ,

  
   

150 x 75 HWD

10 PL. ANGLE BRACKET
20416 8/8 TO EACH MEMBER

fr ¢

200 x 75 HWO

DETAIL

J

180 x75 HWO

   
 

  

JETTY USE:
SINGLE USER, PRIVATE
NO VEHICULAR ACCESS

WALKWAY DECK VERTICAL

DESIGN LIVE LOAD - 2.0 kPa

MAXIMUM MOORED VESSEL - 5m DETAIL
BERTHING VELOCITY - 0.5 m/sec

  

100

RABRINK PTY LTD T/A

J John Norden
& Associates

ACN 010 263 877

 
 

2416 8S

     
 

 

180 x 75 HWO