Approved Plans MCU22-0065 OPW22-0103

   NOOSA COUNCIL
   APPROVED PLAN
MCU22/0065 & OPW22/0103
      6 JUN 2022


[OCR of page images]
 

 

 

NOOSA COUNCIL
APPROVED PLAN
MCU22/0065 & OPW22/0103
6 JUN 2022

 

 

 

 

CAST ALUMINIUM MOORING
CLEATS BOLTED TO DECK
QUANTITY PER CLIENT PLAN DRG

PILE GUIDE BRACKETS

GRADE SL POLYSTYRENE FLOTATION BLOCK FULLY ENCASED WITH 1.5mm HDPE SHEETING

ALL SEAMS TO BE FULLY WELDED TO SEAL POLYSTYRENE
AGAINST WATER, MARINE ORGANISMS OR CHEMICAL ATTACK

 

 

 

FOR PIVOTING ROLLER BRACKET TYPE
REFER CLIENT PLAN DRAWING

    

 

FIT FLOTATION BLOCK TO FRAMEWORK 375 FOAM
100 x 75 x 2 AL. RHS
FREEGCuRD _ PRIOR TO FITTING a DECK THICKNESS | TRANSVERSE BEAMS 104
) en —
Z Oo Be gos Geo
| pote por] 8 i
= 1}
a 4880 es FE so |____ 9g —__|
REAR ELEVATION END ELEVATION
SCALE 1:50 SCALE 1:50
5000 TO 12000 LG ** NOTE

** LONGITUDINAL BEAMS @ 2405 CRS

JSP—400 RHS PONTOON FRAME 100 x 75 x 2 AL. RHS

TO FRONT & BOTH Ns

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
 

. * 2405 CRS WA t
3 ([ (2405 PLATE LENGTH) {I ‘°
re | inane =F
' Po
gi ! Rint
as 1 I nH
o = haba
SQ . ! ; HH
» tT I
oo r a — {Prenrer] ay
| 7 _t
se ea
N I 1 Oo
— oO 1 | Se
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1 = 1 —— 6
\ 100 x 75 x 2 AL. RHS f

TRANSVERSE BEAMS @ 400 cRS | (
1

FIXED TO PONTOON FRAME \ v JSP=305 RHS PONTOON FRAME \
WITH 2 x M20 S.S BOLTS ao TO BACK SIDE ONLY ~
coo Le PLAN VIEW
SCALE 1:50

ALUMINIUM CLEATS
BOLTED TO 50 x 10 ANGLE
(ANGLE WELDED INSIDE EDGE)

-

 

 

 

 

 

M12 SS STUD BOLTS

WELDED TO INSIDE ANGLE COMMERCIAL OUTDOOR CARPET

ADHERED TO 4mm ALUMINIUM DECKING \

 

 

 

N

7

 

 

 

 

 

100 x 75 x 2 AL. RHS
LONGITUDINAL BEAMS

 

 

 

100 x 75 x 2 AL. RHS
WELDED BETWEEN
LONGITUDINAL BEAMS

 

 

 

 

 

   

MAXIMUM LONGITUDINAL BEAM CENTRES @ 2405mm
BASED ON STANDARD PLATE SIZES & AVAILABILITY

4mm ALUMINIUM DECKING PLUG WELDED OR
RIVETED @ 250 CRS TO FRAMEWORK & COVERED
WITH COMMERCIAL OUTDOOR CARPET

 

STITCH WELD DECK
& JSP—303

PvC SNAP IN
FENDER

CONSTRUCTION NOTES:

ALL ALUMINIUM WORK TO COMPLY WITH AS1664

EXTRUDED ALUMINIUM TO BE GRADE 6351-15 OR 6063

PLATE ALUMINIUM TO BE GRADE 5083

ALL ALUMINIUM WELDING IN ACCORDANCE WITH AS1665

ALL WELDS SHALL BE 4 CFW UNO

ALL BUTT WELDS TO BE FULL PENETRATION

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 OF DURALAC
APPLIED TO ALL CONTACTING SURFACES

* DIMENSION TOLERANCES UNO SHALL BE: FABRICATION; + 2.0

* REMOVE ALL SHARP CORNERS, BURRS & WELD SPATTER

KH RH HH

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

OO * MAX. WAVE HEIGHT = — 0.5m
i SeDMRSN CC ~\ 1 dV * PONTOON LIVE LOAD — 3kPa
100 x 75 x 2 AL. * CONCENTRATED LOAD — 4.5kN OVER 300mm DIAMETER DECK SURFACE AREA
WELDED WELDED BETWEEN ox 100 «2 AL. RES * PILE BRACKET MAXIMUM ULTIMATE LOAD; 15kN
100 x x .
SECTION-A a LONGITUDINAL BEAMS SECTION-B JSP—400 RHS
SCALE 1:5 & ENDS SCALE 1:5 PERIMETER FRAME
be gee met conuing gues] = THE ~MARINA SPECIALIST | ["'GLCARTER ™E 3mm WIDE ALUMINIUM DECK PONTOON
| i TRADING AS ACN 010633119 18 RON PARKINSON CRES LOT 222 (32) COORAN CT
Weollonanebes pan) ste a CORBOUND PARK 9 NOOSA weaos Sm TO 12m LENGTH
ABN 66 099 997 985 adiinterichtonedge com ls ett QLD 4551 AUSTRALIA |-— DATE: UNITS: [SCALE: SHEET: A 3
: MEY PHONE(7) 5492 5925 | PROJECT: 109/08/2021 MM }1:50 1:5 |

|__| (CHECKED: Al, _ ]RPEQ: DATE: SPECIALIST < STANDARD DRAWING DRAWN: CHECKED: ~APPRD: [ORG No: REV:
REV DESCRIPTION BY | DATE _|APPD Hue 5496 11/08/2021 = 108 JSP-SD-206/8 A

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

THIS 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