Approved Plans OPW19-0048 · OPW19/0048

          -

   NOOSA COUNCIL
   APPROVED PLAN
OPW19/0048 16 APR 2019


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80 X 1006 X 10 wasnert

100 X 12 BAR BOLTED TO
PONTOON FRAME WITH
SS BOLTS

M20

100 X 12 CLEAT

6mm PLATE GUSSET
TO BOTTOM CORNER
BOTH SIDES

COMMERCAIL 8 ROLLER BRACKET

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SECTION A

80 X 100 X 10 WASHER

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FIXED WITH 16 Ml2 S.S BOLTS
SIZE TO SUIT PILE DIAMETER

S50 X 6 FLAT BAR FULLY.
WELDED INSIDE FRAME

    
   
   
 

 

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as $.S BOLTS SECURING
ILE BRACKET TO
PONTOON FRAME TRACK

 

M20 SS THREADED BAR
TAPPED & FULLY WELDED INTO
40 X 10 REINFORCING PLATE

 

400

 

775

 

 

 

 

 

 

sen TREAD PLATE
OLTED ONTO FRAME

 

 

 

 

 

 

 

 

 

WITH [email protected] BOLTS

SP-209 FLAT BAR
SURROUND FRAME

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300 ROLLED FRAME CORNERS

 

6mm AL. TREAD PLATE 7 ~
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SIDE VIEW

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NOTES:

* ALL ALUMINIUM WORK TO COMPLY WITH AS1664.

 

 

OPW19/0048 16 APR 2019

NOOSA COUNCIL
APPROVED PLAN

 

 

* EXTRUDED ALUMINIUM TO BE GRADE 6351-T5 OR 6063.

* PLATE ALUMINIUM TO BE GRADE 5083.

* ALL ALUMINIUM WELDING IN ACCORDANCE WITH AS, 1665

* ALL WELDS SHALL BE 4 C.F.W. OR THE THICKNESS OF THE

THINNER MATERIAL.
* ALL BUTT WELOS TO BE FULL PENETRATION.

* ALL BOLTS & FITTINGS TO BE 304 OR 316 STAINLESS STEEL.
* ALL STAINLESS STEEL INCLUDING BOLTS, NUTS WASHERS SHALL

BE GRADE 316.

* ALL WELDING SHALL BE IN ACCORDANCE WITH 1554.

* BOLT INSULATION SHALL BE ACHIEVED WITH A LIBERAL COATING
LANOCOTE APPLIED TO ALL CONTACTING

OF DURALAC OR
SURFACES.
* DIMENSION TOLERANCES U.N.O. SHALL BE:

FABRICATION - + 2.0 MACHINING — UP TO 10mm +0.1

> 10 TO 100mm +0.2

> 100mm + 0.5
ALL ANGLES +1°
* REMOVE ALL SHARP CORNERS, BURRS & WELD SPATTER.

ULTIMATE LOAD CAPACITY = 65kN

Anis DRAWING IS SUBJECT TO COPYRIGHT AND CANNOT BE REPRODUCED IN PART OR FULL OR PASSED ON TO A THIRD PARTY WITHOUT THE WRITTEN PERMISSION OF THE JETTY SPECIALIST

 

 

 

 

 

 

 

 

 

 

 

 

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