St Baker - Plans · MCU22/0007

 

 

 

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

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

 

 

 

 

joa FIT FLOTATION BLOCK TO FRAMEWORK 375 FOAM
PRIOR T! - DECK ne,
FREEBOARD a 0 ae “t THICKNESS f =
Za = a
Voif Por] 8 |
(<=> coed l
| 4880 | ‘
SCALE 1:50
CAST ALUMINIUM MOORING
CLEATS BOLTED TO DECK
QUANTITY PER CLIENT PLAN DRG ** NOTE

1200
PLATE

3000

200
TE

1
PI

—

  
 

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

ALUMINIUM CLEATS

-

 

 

 

 

 

 

 

 

 

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7

 

 

 

 

 

100 x 75 x 2 AL. RHS
LONGITUDINAL BEAMS

 

 

 

— 550 PL re
f
|

JSP—400 RHS PONTOON FRAME

TO FRONT & BOTH Ns

5000 TO 12000 co
** LONGITUDINAL BEAMS @ 2405 CRS

100 x 75 x 2 AL. RHS A

 

 

 

'
{
1
iT (2405 PLATE LENGTH) _|

** 2405 CRS

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

——

 

M12 SS STUD BOLTS
WELDED TO INSIDE ANGLE

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

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

PLAN VIEW
SCALE 1:50

COMMERCIAL OUTDOOR CARPET
ADHERED TO 4mm ALUMINIUM DECKING \

 

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

 

 

   

FOR PIVOTING ROLLER BRACKET TYPE
REFER CLIENT PLAN DRAWING

100 x 75 x 2 AL. RHS
TRANSVERSE BEAMS

  

104

oS | gg |
END ELEVATION

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
{lu WITH COMMERCIAL OUTDOOR CARPET
T ‘

 

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
Oe anna “+ a arene a= * PONTOON LIVE LOAD — 3kPa
x 75 x 2 AL. RHS * CONCENTRATED LOAD — 4.5KN OVER 300mm DIAMETER DECK SURFACE AREA
WELDED WELDED BETWEEN 100 x 100 x 2 AL, RES * PILE BRACKET MAXIMUM ULTIMATE LOAD; 15kN
x x “
SECTION-A a LONGITUDINAL BEAMS SECTION-B JSP—400 RHS
SCALE 1:5 & ENDS SCALE 1:5 PERIMETER FRAME
= a Er Crichton EDGE Cansuting ngoees] = THE MARINA SPECIALIST ||P!" TC & Jk St BAKER me 3m WIDE ALUMINIUM DECK PONTOON
Woollongabba, QLD 4102 Tone ACN 010633119 vA Lemar CRES |5\ LOT 92 (7) WITTA CIRCLE 5m TO 12m LENGTH
Ph: +61 7 3367 3570 THE QLD 4551. AUSTRALIA [= NOOSA HEADS ae OWS [SCE a aaZ
ABN 66 099 997 985 [email protected] e PROJECT: . A3
: - MEY PHONE(7) 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