08/0464 - Approved Plan [As Published] · 142008.464

 

76 x36 HWO

4/76 x No14 TYPE 17
STAINLESS STEEL
SCREWS @ 460 CRS
PILES:

@ 200 HE MARINE

HWD POLES
NOTE THAT ALL POLES TO COMPLY
WITH AS 2189 - PILING CODE

 

SECTION/AY
TIONS)

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

180 x 75 HWO

20416 88
2M16 88 -

PRES:
@ 200 H6 MARINE HWD POLES
NOTE THAT ALL POLES TO COMPLY

WITH AS 2188 - PILING CODE
200 x 75 WO

Be TAlks ‘

180 x 75 HWD

10 PL ANGLE BRACKET 200 x 75 HWO
2AN16 83 TO EACH MEMBER e

DETAIL ( 4 :

2M0SS

8% 180 x 75 HWO

160 x 75 HWD

DETAIL ( : \

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.

      
 
   

SUNSHINE COAST
REGIONAL COUNCIL
PLANS APPROVED

  

SEAMOUNT QUAY
NOOSA WATERS

John Norden
& Associates
ACN 010 263 877
‘Serwetural / Chl Design Engineers

Suite 16 Tewenin Plazes”

Poinciana Avenue / PO Box 205
Tewardin Q 4886

Pex 07 84467137 Face OF 54467172
Emak: [email protected]