Body Corp for Noosa Quays - Owners Consent from DES · OPW19/0048

 

wal

8000 TO 1:

RECTANGULAR PONTOONS
soo—f

5000

= 500

 

MAX DRY STORED BOAT DISPLACEMENTS

  

 

 

 

 

 

 

 

 

 

 

 

PONTOON PONTOON WIDTH |PONTOON WIDTH
LENGTH | 3.5m — 4.5m | Sm MINIMUM

15m 35t 2.9

14m 3.25¢ 2.75t

12m 3.0t 2,5

10m 2.75t 2.3

9m 2. ae

8m 2.0t AO 1.8t
[7m 1.8t 15t

6m 1.5t 1.3

5m 1.0 0.9t
WATER LINE

 

 

 

 

 

 

U SHAPED PONTOON

{

NOTE:
BEAMS NOT REQUIRED FOR PONTOONS
LESS THAN 8000 IN LENGTH

3500.

NOT TO SCALE
SEE SITE & LAYOUT PLAN FOR RELEVANT PILING POSITIONS, PONTOON DESIGN

TO BE INCLUDED IN ALL FLOAT
A BOAT PONTOONS

ISP-208
FOR PONTOON SIDES WHERE ANY PILE
BRACKETS, ACCESSORIES AND OR PONTOON
CONNECTIONS ARE REQUIRED

180

 

 

 

770 STANDARD OVERALL

L SHAPED PONTOON
soo-—[ p= 8000 0 18000 1 og

STANDARD PONTOON SHAPES & BEAM CONFIGURATIONS
SEE PILE BRACKET DRAWING FOR PILE BRACKET TO PONTOON CONNECTION DETAILS

TYPICAL 300 X 120 TRANSVERSE END
BEA

  
  

380 — 400

& ORIENTATION

PROVIDE 500 X S00 X 206 FRP CORNER
BARS TO ALL BEAM INTERSECTIONS

100 S.S BARS @ 200 CRS EACH SIDE OF RAMP LAPPING 400mm
PAST DECK TRANSVERSE BARS & RAMP TRANSVERSE BARS,
ROUND BARS INDIVIDUALLY BENT TO SUIT LOCATION OF RAMP

 

 

 

 

450 STANDARD FREEBOARD

F.AB PONTOONS SCALE 1:50

   
 

FLOAT A BOAT RAMP OPTION

 

 

  
 
   
     
 

~~

 

RAMP DEPTH

TRADING AS
THE

ACN 010633119 a ee NE

JUNORA,
ao AUSTRALIA 4551

Slot (07)5492 5925
(07) 5492 6699

EMPIRE

ENGINEERING

   

EP

SPECGTALIS T

 

 

 

ACH 112701810 ABH 21112701010 4mln-sedtemplreenzinceringcomau

 

sunshine coast office’

‘8 dutbane Rend Mectachin, Gd
‘S417 6437 B07 5444 4216
FO Boe (02 Movlostn Gil 837

PROJECT: STANDARD DRAWING

 

2-89 FRP REBARS IN TOP
OF ALL BEAMS

60 FRP LUGS - 300 RS 0.

USP~208 PERIMETER FRAME,
TYPICAL TO ALL PONTOONS

STANDARD. FREEBOARD
| FOR FLAT DECK PONTOONS
et oN WATER LINE

25mm THICKENING ALONG ALL

SIOES WHTH 86 FRP REB
180 CRS EACH WAY

  

100 THICK CONCRETE DECK
83 FRP REBAR 200mm CRS EACH WAY
25mm COVER TO EXPOSED SURFACES

  
   
 
 
 
   

UNDER DECK MESH

41-208 FRP REBAR IN BOTTOM
OF ALL BEAMS 20 MIN, COVER,

TYP BEAM DETAIL
SCALE 1:20

80 FRP REBAR
‘200 EACH WAY

 

12

2-86 FRP REGARS
ANY JOINS:
320mm MIN

         
 
   
   
      

 

  

1-200 FRP CORNER BAR.
AT ANY BEAM INTERSECTIONS

1-206 FRE REBAR

LAP ANY JOIN
800mm NIN.

Notes:

All concrete work to comply with AS3600. All conerete to be 50 MPo,

Cover ko reinfarcomant to exposed surfaces to bo 25mm minimum.

Reinforcing to be minimum of Bmm FRP bars at 150mm centres in each

rection UN.O,

All 84 bar laps to be 520mm.

Al 208 bar lope to be 800mm,

All aluminium werk to comply with AS1664, All welds to be Smm CFW.
AI butt welds to be full penetration. Aluminium to be grade 635{-T5.
Surface of aluminium in contact with concrete to be coated with zinc
cromate primer or equivalent.

Fobrication tolerance + Smm,

All bolts and fittings to ba 304 or 316 stoinless steel,

PART QR FULL_OR PASSED ON TO A THIRD PARTY WITHOUT THE WRITTEN PERMISSION OF THE JETTY SPECIAUST

Flotation to comprise of grada SL expanded polystyrene foam with
‘opproved protective coating. Tha approved protective coating for the
pontoon will form an impervious barrier to water & marine organisms; and
is suitable for the marine environment,

Pontoons with Floct-A~Boat ramps to hove dry stored boat fully winched
‘onto pontoon with tm clear ot reor.

This pontoon facility has been designed to comply with all relevont
Austratin Standards, The pontoon will be stable at all times. The pontoon
hos been designed so that when the specified stability live load is
distributed over half the width of the pontoon and over the walkway; there’
is not less thon 75mm of reserve freaboard; the boltom comer of the
pontoon ag not emerge from the water, ond the angle of tit will nat
oxcead 15°.

MAXIMUM DESIGN LIVE DECK LOADING: 3.0 KPa. (Structural & floatation)
1.5 kPa (Stability unrestricted access)
2.0 kPa (Stobilty restricted access)

PONTOONS SUITABLE FOR PROTECTED SITES ONLY.
MAXIMUM WAVE HEIGHT: 300mm.

BOAT WAKE: 500mm.

MAXIMUM WIND VELOCITY: 41. m/s.

THIS DRAWING IS SUBJECT TO copRGHT AND CANNOT BE REPRODUCED IN

DRAWING NO:
JSP—SD=212