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

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

 

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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

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