Approved Plans OWP19/0242 · OPW19/0242

          -

   NOOSA COUNCIL
   APPROVED PLAN
OPW19/0242 31 MAR 2020


[OCR of page images]
 

25 x 25 x 3 ANGLE GATE
TRACK SUPPORTS x 80
LONG, Smm DOWN FROM
TOP OF FRAME {TYPICAL] Le 500 MAX.
UNO

 

CAST ALUMINIUM
8 HEAVY DUTY ROUNDED CORNER
MOORING CLEATS BRACKETS THIS
END {2 No.)

 

 

[— 200

 

 

|__|

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daca

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| 3013
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P30]
7

 

 

 

LONGITUDINAL STRENGTHENING BEAM
M16 FRAME TIE BOLTS x 300 LONG TO
TLAYER OF FULL PERIMETER OF FRAME AT 500
SL82 FABRIC CRS. UN.G. TIE FABRIC TO BOLTS

FRAME TIE BOLTS AT
250 CRS. ON HINGE END #90 CONDUIT

 

 

460
T

 

46

 

 

 

 

 

760

$90 TEE THROUGH DECK
90 TEE THROUGH DECK
2N16 EDGE BARS
x 2600 LONG 2N16 EDGE BARS x 1500 LONG
LONGITUDINAL STRENGTHENING BEAM

Zz

 

oe
460 |

460
=

 

 

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be 4

 

 

 

A ie FRAME TIE BOLTS AT 250 CRS.

 

200

CAST ALUMINIUM SQUARE CORNER
BRACKETS THIS END (2 No.)

 

 

 

3013
10300

 

 

 

 

 

 

PONTOON P2 PLAN - scaLe 1:40

ELITE SERIES ALUMINIUM 50 MPa CONCRETE DECK
PONTOON FRAME M16 TIE BOLTS x 300 LONG TO FULL

t
PERIMETER OF FRAME AT 500 CRS. SL82 FABRIC,

UNO. TIE OR WELD FABRIC TO BOLTS 5mm TOP COVER
t
n
Loa
- 300——| 150 it 4N16 LONGITUDINAL BARS

ee
=

3

 

 

R10 LIGS AT 300 CRS. 30 COVER

 

 

 

 

 

 

 

500
FREEBOARD

A
WATER LEVEL D&S

 

 

NOOSA COUNCIL
APPROVED PLAN
OPW19/0242 31 MAR 2020

 

 

 

 

_

\_

SL CLASS POLYSTYRENE WRAPPED IN
1.6mm POLYETHYLENE EXTERNAL SKIN

WITH CONTINUOUSLY WELDED JOINTS
SECTION A-A | scate 1:25

 

 

 

 

 

Nor} DATE | REVISION DRAWNEY) | ATLAS MARINE INTERNATIONAL (are (7° PROPOSED PONTOON CERTIFIED

TRADING AS S SUPERIOR® 25/07/19 orG. 17 PONTOON P2 CONSTRUCTION DETAILS MARK WICHLINSKI

SUPERIOR JETTIES CLIENT CONSULTING ENGINEERS PTY LTD
DRAWING No: CATALINA

ADDRESS
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