Approved Plans · OPW13/0583

SUNSHINE COAST REGIONAL COUNCIL

        APPROVED
 OPW       13/0583   20 Nov 2013


[OCR of page images]
 

RECTANGULAR PONTOONS

U SHAPED PONTOON

 

L SHAPED PONTOON

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

100 THICK CONCRETE DECK

2-N12_BARS IN TOP

 

 

 

 

 

 

 

 

 

1 LAYER G445A MESH 40mm

 

 

 

 

 

 

 

  
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

OF ALL BEAM
8000 To 15000 8000 TO 15000 sco 00 10 15000 Res Ie es COVER TO EXPOSED SURFACES
waa aceseeene}l | 8) PT fepoass=---- tf SSS SSS See Co
~~ —-——_-.——~CS~— ol. Q ol, --F wT TT . p
2882" 82] | 0 | 38 gy) 1 eT HW 28 83
eseeee===5=2+5 19) tit «boner e=en=- 4-15 88 Bz ef ===5==-==2=2f5 I ee A oan
i i LL iA
1 8000 TO 10000 ————~| TYP BEAM DETAIL
500-4 f- —| 1-500 | _ Le —| La 70 ts000 R6 UGS ~ 300 ORS" top |_| SCALE 1:20
1 500—| 1 JSP—208 PERIMETER FRAME
prweeeeesapl 3 NOTE: T 4 Pd TYPICAL TO ALL PONTOONS “sn LAP ANY JOWNS
i mn 28 ‘ BEAMS NOT REQUIRED FOR PONTOONS , wT | =o 450mm MIN.
Lee ee g LESS THAN 8000 IN LENGTH gz 28 RIGHT HAND i , |
= ze [ede eee eee eee ea4t = 32 sab = a
u | POR FUT K PONTOONS LL. qT
10100 To 15000 —-——— STANDARD PONTOON SHAPES & BEAM CONFIGURATIONS | WATER UNE 25
EQUAL NOT TO SCALE + j—  --. - LWRINME /}--- ee -L mee se ep
500-1 [- [7 space “| 50 SEE SITE & LAYOUT PLAN FOR RELEVANT PILING POSITIONS, PONTOON DESIGN & ORIENTATION a5mm THICKENING ALONG ALL Ligs-300
] | ] | fn T SEE PILE BRACKET DRAWING FOR PILE BRACKET TO PONTOON CONNECTION DETAILS SIDES WITH 200 WIDE SLB VP
Fossa g . MESH STRIP UNDER ANCHOR WEB
I I 4 n| 28 UP melee
Le eet tt --id TF g 950mm MIN.
ait I NOTES:
= | ‘All concrete work to comply with AS3600. All concrete to be 50 MPa.
eK =| SS Ss rover to —— to oe oe Ho be 40mm nom
| TYPICAL X 120 TRANSVERSE END eit fon UNO. minimum mr im centres in eacl
MAX DRY STORED BOAT DISPLA : i | eat 8 —— IN ALL FLOAT All joins in mesh to have min. lap of 1 mesh square + 25mm.
PONTOON |PONTOON WIDTH |PONTOON WIDTH | ssP-208 450 |! oe
LENGTH | 3.5m - 4.5m | 3m MINIMUM FOR PONTOON pce WHERE ANY PLE LLP po ae A FA a een ion abe grade 63511,
BRACKETS, ACCESSORIES AND OR PONTOON + ee PT oN oi ot, 1a
15m 35t 2.9 CONNECTIONS ARE REQUIRED i| | /°  Fuoat A Boat] RAP FORMED INTO PONTOON DECK Succ te —_
14m 3.25t 2.75t ty yl e Fabrication tolerance + Smm.
12m 3.0t 2.5t | 1! 3 3 All bolts and fittings to be 304 or 316 stainless steel.
10m 2,75t 2.3 zg oe xf | rsp { Flotation to poseiine of ‘grade | SL expanded polystyrene f foam vt
! pproved . gq
gm 2.4t 2.1t T | A vi2-50 7 ~S pontoon orem ae Set to eater ‘& rmorine’ organisms; and |
8m 2.0t 1.8t ' ; n SUR a Mew CAST REGIONAE COUNCIL is suitable for the marine environment. a
im 4.8t 1.5t i a ee ee |W Pontoons with Floct-A-Boat ramps to have dry stored boat fully winched
6m 1.5t 1.3t — 7 === ===> FPPROVTED + --- 7-7 onto pontoon with im clear at rear.
so] ie ts eens Pa Ns a a
QUIRIN ING TO BE ATTACH! i s. ontoon wil all times. jontoon
{ oPpw 13/0583 20 Nov 2012 has been designed so that when the specified stability lve load is
Ca rs SS 3 SS Ss 2 ler L distributed over half the width of the pontoon and over the walkway; there 5

WATER UNE

 

 

 

 

 

 

 

FOAM FLOTATION UNIT

 

 

 

 

RAMP END VIEW

 

Bh
5,

DATE

  
      

STABILITY NOTES ADDED

AMENDMENT

1 eae REPLACING N6 BEAM BARS

ENG
ISP
JSP.

en

 

770 STANDARD OVERALL
450 STANDARD FREEBOARD

THE MARINA SPECIALIST

TRADING AS ACN 010633119
THE

Jerri

FAX

2 INDUSTRIAL AVE
CALOUNDRA

QLD. AUSTRALIA 4551
PHONE (07)549;

2 5925
(07) 5492 6699

 

 

FLOAT A BOAT RAMP OPTION
SCALE 1:50

FOAM FLOTATION UNIT

FRONT ELEVATION

  
  
  
    

   
   

Sardne@ vn 0s1 074 002

Ph (07) 3369 9622
Level 1, 5 Gardner Close, Milton 4064 Fox (07) 3369 9722
P.0. Box 388, Toowong 4068. Email: [email protected]

 
    

 

 

CLIENT:
Lot 24°49) YUNA AK
NGOS6 V (LL €

= STANDARD DRAWING

exceed 15°.

2.0 kPa (Stability

PONTOONS SUITABLE FOR PROTECTED SITES ONLY.
MAXIMUM WAVE HEIGHT: 300mm.

BOAT WAKE: 500mm.

MAXIMUM WIND VELOCITY: 41_m/s.

 

F DEANS

 

TME: PONTOON CONSTRUCTION DETAILS

is not less than 75mm of reserve freeboard; the bottom comer of the
pontoon does not emerge from the water, and the angle of tilt will not

MAXIMUM DESIGN LIVE DECK LOADING: 3.0 kPa. (Structural & floatation)
1.5 kPa (Stobility unrestricted access)

restricted access)