Body Corp for No. 7 Noosa Parade - Plans · OPW15/0114

 

 

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- M20 SS BOLTS SECURED\
INTO PONTOON FRAME TRCK

SECTION A

100 X 12 BAR BOLTED 70
rPONTOON FRAME WITH 2
M20 S.S BOLTS

 

 

 

 

JSP-208 PONTOON
FRAME

SIDE VIEW

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

 

750

JSP-208 .PONTOON

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
  

 

 

 

 

1 ' — —& DVERLAPPED BOLTED
| 9! N@ | pa CONNECTION WITH
r ny 4 M20 S,S BOLT
1 ' THROUGH BOTH BARS
\ ' 3 8 & INTO PONTOON FRAME
1 oO 7
6mm PLATE GUSSET | G N !
TO BOTTOM CORNERY W! \ % S oI 4 SINGLE ROLLER BRACKETS

BOTH SIDES | |) rh Pens WITH 2 Mi2 ‘SS BOLTS
'@) Le!
f 4 4

20mm } 50 X 6 PLATE LUGS WELDED TO
CLEARANCE: ) TOP EDGE OF FRAME TO FIX
TO PILE ) émm AL, TREAD PLATE INFILL WITH
SS WG, 5 Mi2 SS BOLTS TO EACH LUG
1, ~ 4 ,
= h——_JSP-209 FLAT BAR
, ~_ 18, _- , SURROUND FRAME
PROJECTED Sy— -- L
FRAME CORNER” F 665 {

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PLAN VIEW

NAP IN FENDER

 

100 X 70% NYLON ROLLER
IN 128 X 63 X 8/6 CHANNEL

SECTION B

126 SS PI

NOTES:
* ALL ALUMINIUM WORK TO COMPLY WITH AS1664.
* ALUMINIUM TO BE GRADE 6351-T5.

 

 

 

 

 

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* ALL ALUMINIUM WELDING IN ACCORDANCE WITH AS. 1665

* ALL WELDS SHALL BE 8 C.F.W. U.N.O.
* ALL BUTT WELDS TO BE FULL PENETRATION.

* ALL BOLTS & FITTINGS TO BE 304 OR 316 STAINLESS STEEL.

* BOLT INSULATION SHALL BE ACHIEVED WITH A LIBERAL COATING OF DURALAC OR

LANOCOTE APPLIED TO ALL CONTACTING SURFACES.
* DIMENSION TOLERANCES U.N.O. SHALL BE:

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

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10 TO 100mm +0.2
> 100mm + 0.5
ALL ANGLES +.05°

300 ROLLED FRAME CORNERS

* REMOVE ALL SHARP CORNERS, BURRS & WELD SPATTER.

* ANY CHANGES TO BE NOTED AND RETURNED TO DRAWING OFFICE FOR REVISION

ULTIMATE LOAD CAPACITY = 8kN

ONLY SUITABLE FOR SMALL PONTOONS IN SHELTERED SITES

BERTHING SMALL, LIGHT WEIGHT VESSELS

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

 

 

 

 

 

  

 

 

 

 

 

 

 

THE MARINA SPECIALIST Card CLIENT: Ge Core fea NO.7 poosA Poe | TMLE: PILE BRACKET CONSTRUCTION )
TRADING AS AON 010633119 METAL AE ware ne ACN: 051 074 992 tot 0(7) Noch Pre TO SUIT 315 — 350¢ PILES
oe QLD. AUSTRALIA 4551 | Tevet 1, 5 Gardner Close, Nlton 4064 Pee (oy S309 a2 Noose KEAbs SCALE: DATE: DRAWING NO:
2 |8/ 6/6, OR Blocks REPLACED BY RO ROLLERS se PHONE (07)5492 5925 | [P:0- Bex 388, Teowong 4056, Email: cureoterth comau} | PROJECT: STANDARD DRAWING 1:5 1/9/05 | JSP—SD-102
5 [sei /06lRNNE SIREHED & PLE MOVED 75mm | JSP FAX (07) 5492 6699 EO Et Mee DRAWN | CHECKED [DMENSIONS ISSUE A3
\wo[_ Date AMENDMENT ISSUE) SsSPEC?HaALIST 467 24. g-of SYSTEM 2006 MA MILLIMETRES D 3)