Carter - Plans

 

 

 

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

424
FREEBOARD

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

1200
PLATE

3000

200
TE

1
PI

—

  
 

PILE GUIDE BRACKETS
FIXED TO PONTOON FRAME
WITH 2 x M20 S.S BOLTS

ALUMINIUM CLEATS

-

 

 

 

 

 

 

 

 

 

N

 

7

 

 

 

 

 

100 x 75 x 2 AL. RHS
LONGITUDINAL BEAMS

 

 

 

— 550 PL re
f
|

JSP—400 RHS PONTOON FRAME

TO FRONT & BOTH Ns

GRADE SL POLYSTYRENE FLOTATION BLOCK FULLY ENCASED
ALL SEAMS TO BE FULLY WELDED TO SEAL POLYSTYRENE
AGAINST WATER, MARINE ORGANISMS OR CHEMICAL ATTACK

FIT FLOTATION BLOCK TO FRAMEWORK
PRIOR TO FITTING AL. SHEET DECK

 

4880 1

REAR ELEVATION
SCALE 1:50

5000 TO 12000 co
** LONGITUDINAL BEAMS @ 2405 CRS

100 x 75 x 2 AL. RHS A

 

 

 

** 2405 CRS
(2405 PLATE LENGTH)

 

 

 

 

 

 

x |

 

 

 

 

 

 

 

 

 

 

 

———————————— ne

 

 

 

 

 

 

SS

\_100 x 75 x 2 AL. RHS
TRANSVERSE BEAMS @ 400 CRS | (
1

J JSP-305 RHS PONTOON FRAME NN
TO BACK SIDE ONLY ~

PLAN VIEW
SCALE 1:50

 

M12 SS STUD BOLTS
WELDED TO INSIDE ANGLE

COMMERCIAL OUTDOOR CARPET
ADHERED TO 4mm ALUMINIUM DECKING \

WITH 1.5mm HDPE SHEETING

FOR PIVOTING ROLLER BRACKET TYPE
REFER CLIENT PLAN DRAWING

375 FOAM

THICKNESS (nec
pss9
4

 

    

100 x 75 x 2 AL. RHS
TRANSVERSE BEAMS

104

re)
2875

END ELEVATION

** NOTE

SCALE 1:50

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

 

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

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
Ng ~~ a ern EERE * PONTOON LIVE LOAD — 3kPa
100 x 75 x 2 AL. RHS * CONCENTRATED LOAD — 4.5KN OVER 300mm DIAMETER DECK SURFACE AREA
WELDED WELDED BETWEEN bx 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
ti ge tek Cant tngnees| = ‘THE ~MARINA SPECIALIST ot CARTER re sm WIDE ALUMINIUM DECK PONTOON
| } TRADING AS ACN 010633119 18 RON PARKINSON CRES LOT 222 (32) COORAN CT
Woollongabbo, QLD. 4102 a CORBOUND PARK 9 NOOSA weaos Sm TO 12m LENGTH
sunnncicin | aCty_ 22 Se wr Oa RE = 143
- ® - [ Yow viocion 5492 5925 || [09/08/2021 | wm [1:50 1:5 \

|_| CHECKED: ~]RPEQ: DATE: SPECIALIST <x STANDARD DRAWING BRAWN: — CHECKED: APPRD: [ORG No: REV:
REV] DESCRIPTION BY | DATE _[APPO) 5496 11/08/2021 — 10B 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