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Dennis - Plans · OPW13/0583

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RECTANGULAR PONTOONS U SHAPED PONTOON L SHAPED PONTOON 2-N12_ BARS IN TOP = eal sign

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
  

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 
   
 
 

 
 

 

   
     

 

 

        
 

 

OF ALL BEAM
so0-—[ == 8000 10.1500 ——=-1_ sop soo [= 8000 TO 15000 soo [a= 8000 T0 15000 UNDER DECK MESH COVER TO EXPOSED SURFACES
ps C= i cE =[b+00
waa see2552=2 ae 8 [ores = fe opeenenee be a |
2853" 22) | 1 | 882 gy] y Ne 28 83
esesee===5=2f7 | it bo pssssees FT i ho paeeeasesost Gt | Peantkorein
T 8000 TO 10000 i | LL _ L “| LL R6 LCS - 300 RS” , TYP a DETAIL
8000 TO 15000
| ! 500—-{ JSP-208 PERIMETER FRAME,
paw } 3 NOTE: TH Po xl TYPICAL TO ALL PONTOONS =a fae sms
i i! 28 ‘ BEAMS NOT REQUIRED FOR PONTOONS ; ee T | =o 450mm MIN.
bLo----sL--~=—4] 8 LESS THAN 8000 IN LENGTH 33 28 RIGHT HANG l é A |
rT { poe Hecate ea= f? 82 sab a — == =
t 380 STANDARD FREEBOARD ‘ip
u | FOR FLAT DECK PONTOONS LL.
10100 To 15000 —————~} STANDARD PONTOON SHAPES & BEAM CONFIGURATIONS | one 25
EQUAL NOT TO SCALE | j-  - -- - LORE ye a= =
500-1 [FsPacine 7 = 80 SEE SITE & LAYOUT PLAN FOR RELEVANT PILING POSITIONS, PONTOON DESIGN & ORIENTATION 25mm THICKENING AL UGS-300
ALONG
T | ] | ly t SEE PILE BRACKET DRAWING FOR PILE BRACKET TO PONTOON CONNECTION DETAILS SIDES WITH 200 WIDE SLB TP
rosea == 8 ; MESH STRIP UNDER ANCHOR WEB
i 1 4 n| 28 4 UP anyone
Le eet tt --id TF 3 950mm MIN.
NOTES:
= | aot, work to comply ane ee Mi coneres | to be 50 MPa.
eee Sh pe rt forceme! expt faces e im minimum.
r Reinforeing to be minimum of Smm bors ct 100mm centres in each
| TYPICAL 300 X 120 TRANSVERSE END Girection UNO,
MAX DRY STORED BOAT DISPLACEMENTS i I EAM TO BE INCLUDED IN ALL FLOAT All joins in mesh to have min. lap of 1 mesh square + 25mm.
CoE ee ae oe aaa iP-20e cy, aa . ze All oluminium work to comply with AS1664, All welds to be Smm CFW
= i] ~/_ ~~~ lL —~-~-— —- ~~ ===>, === -|- -----4 aluminium wot comply wi . All welds .
LENGTH | 3.5m - 4.5m 3m MINIMUM FOR em ste ee it PILE \ eS SS IL LLL All butt welds to be full penetration. Aluminium to. be on 6351-15.
15m 3.5t 2.9t CONNECTIONS ARE REQUIRED | ; FLOAT A BOAT) RAMP FORMED INTO PONTOON DECK orotate ¢ eaten ct with concrele to be wih ane
tm oe zis if! 8 3 Ai hatte and fetngs to be 304 or 316 stcinless steel
12m 3.0t 25t 1 an ings or stainless .
itp
10m 2.75t 2.3t 2 i + 1 xf me { Flotation to comprise of grade SL expanded polystyrene foam with
9m 2.At 241t \ 4 12-50 + = approved protective coating. The approved protective coating for the
7 OO ise v \ t | ~ ~ pontoon rio the an impervious rm to water & marine organisms; and
~ 2 pontor mperviou wl
in 20 gt L | PLAN VIEW is suitabl marine environmen
mm u cl § {_———__ Le Pitot LL Le Pontoons with Floct-A—Boat ramps to have dry stored boat fully winched
6m 1.5t 1.3t — 7 eS SaaS SY onto pontoon with im clear at rear.
om 41.0t 0.9 VAY BE USED FOR PONTOON SIDES ONY | |! This pontoon facility has been designed to comply with all relevant
REQUIRING FENDERING TO BE ATTACHED | Australian Stondards. The pontoon will be stable at all times. The pontoon
{ has been designed so that when the specified stability five load is
 _ __ — — - — ~|_ - ~-- - > ~~ 5 = 5 eee 4 a a of the pontoon and over the seg there
is ni an m teserve freeboard; bottom comer
- 770 STANDARD OVERALL FLOAT A BOAT RAMP OPTION pontoon a not emerge from the water, and the angle of tit will not
450 STANDARD FREEBOARD SCALE 1:50 exceed 15.
[ \ —e MAXIMUM DESIGN LIVE DECK LOADING: 3.0 kPa. (Structural & floatation)
= EES 1.5 kPa (Stobility unrestricted access)
waTeR UNE} 0 | | DRESS Pde - | 2 a ee 7 2.0 kPa (Stability restricted access)
FOAM FLOTATION UNIT pau FOAM FLOTATION UNIT SE an SITES ONLY.
DEPTH Vl : 300mm.
RAMP END VIEW FRONT ELEVATION WANMAA Wi WELOGTY: 41 oe
THE MARINA SPECIALIST cue: FF DEANS MME: PONTOON CONSTRUCTION DETAILS
TRADING AS ACN 010633119 2 INDUSTRIAL AVE Lot 24049) WYUNA aK
CALOUNDRA
ji ; a OLD. AUSTRALA 4551 Fox (0) 3060 9722 Mesa ee SCALE Te :
Q en STABLITY NOTES, ADDED aca cans ag baa PHONE (07)5492 5925 Emma [email protected] | PROVECT: STANDARD DRAWING AS SHOWN 31/8/05_| JSP-SD-100
1 Ea BS use. FAX (07) 5492 6699 DRAWN | CHECKED [OMENSIONS
DATE ‘AMENDMENT SPEGTALIST MA D A3)

 

 

 

 

 

 

 

 

 

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