OPW15/0114 Approved Plans

          -
   NOOSA COUNCIL
  APPROVED PLANS
OPW15/0114 14 JUL 2015


[OCR of page images]
 

RECTANGULAR PONTOONS

U SHAPED PONTOON

 

L SHAPED PONTOON

 

 

 

[-———— 8000 TO 10000 ———_—-

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500——|

 

 

 

 

 

 

 

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NOTE:
BEAMS NOT REQUIRED FOR PONTOONS
LESS THAN 8000 IN LENGTH

- 3500-4500 —

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2-N12_ BARS IN TOP - 1 LAYER G445A MESH 40mm
OF ALL BEAM
one COVER TO EXPOSED SURFACES

JSP—208 PERIMETER FRAME.
TYPICAL TO ALL PONTOONS

TYP BEAM DETAIL
R6 LIGS — 300 CRS 499 | | SCALE 1:20
fn MESH 2-N12
ANY JOINS
Jor

100 THICK CONCRETE DECK

 

 

 

 

 

 

1—N24 BAR IN BOTTOM
L} 1 [--~ OF ALL BEAMS 25 COVER

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450mm MIN.

 

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380 simon FREEBOARD
FOR FLA PONTOONS
a WATER LINE

 

 

 

 

 

 

 

 

 

STANDARD PONTOON SHAPES & BEAM CONFIGURATIONS 4
EQUAL NOT TO SCALE
500-1 [space “| 500 SEE SITE & LAYOUT PLAN FOR RELEVANT PILING POSMIONS, PONTOON DESIGN & ORIENTATION mm THICKENING ALONG ALL
| i | Ny T SEE PILE BRACKET DRAWING FOR PILE BRACKET TO PONTOON CONNECTION DETALS SIDES WITH 200 WIDE SLB
Pera Sy 22 3 NOOSA COUNCIL STRIP UNDER ANCHOR WEB arr
ae ys! RS g APPROVED PLANS Le ni ao
Ta a 32 ae F . OPW15/0114 14 JUL 2015 —_
< = | All concrete work to comply with AS3600. All concrete to be 50 MPa.
© —— SS ===>] Comer to ronfrcment to exposed suraces to be 40mm minimum.

— ; TYPICAL X 120 TRANSVERSE END 7 forcing to | minimum o! rs mm centres in eac
ae | ere | BEE ewer ae
LENGTH | 3.5m — 4.5m 3m MINIMUM JSP—208 C bial i a /———— | ee L___|LLA All aluminium work to comply with AS1664. Alt welds to be Smm CFW.

. . FR Apes me On ROGOH A — er -rvmwmonT Se TSS EA--- KK 4 All butt welds to be full penetration. Aluminium to be grade 6351-15.
15 3.5t 2.9t CONNECTIONS ARE. REQUIRED i 1 1 A si RAMP. FORMED INTO Surface of aluminium in contact with concrete to be coated with zinc
im : - 1 FLOAT A BOA : cromate primer or equivalent.
14m 3.25t 2.75t Wyo ° , g Fabrication tolerance  Smm. ;
12m 3.0t 25t ; \ = oh ; All bolts and fittings to be 304 or 316 stainless steel.
10m 2.75t 23 gz rh ae ay } a? 1 Flotation to comprise of grade SL expanded polystyrene foam with
9 2.4t i J 12-80 = = protective coating. The approved protective coating for the E
in sat aa = 1 ~ ~ pontoon hate an impervious a to water & marine organisms; and "|
/m . ae 1. 1 6 + is sui for the marine environme! co)
| | PLAN VIEW
im 1.84. 1st be a Pf] oo, Pontoons with Floct-A-Boat ramps to have dry stored boat fully winched
6m 1.5t 1.3t ] sol ir ee ee onto pontoon with 1m clear at rear.
dSP-207
om 1.0t 0.9t MAY BE USED FOR PONTOON SIDES ONLY | | This pontoon facility has been designed to comply with all relevant
REQUIRING FENDERING TO BE ATTACHED | Australian Standards. The pontoon will be stable at all times. The pontoon
| has been designed so that when the specified stability live load is
de - ee LLL EE Le ee ___d distributed over half the width of the pontoon and over the walkway; there >
— fs not less than 75mm of reserve freeboard; the bottom corer of the <

 

70 STANDARD OVERALL
[ 450 STANDARD FREEBOARD
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FLOAT A BOAT RAMP OPTION
SCALE 1:50

 

 

 

 

 

 

 
   

 

 

 

 

 

 

 

    

pontoon dees not emerge from the water, and the angle of tilt will not
exceed 15°,

MAXIMUM DESIGN LIVE DECK LOADING: 3.0 kPa. (Structural & floatation) oR
1.5 kPa (Stability unrestricted access)
2.0 kPa (Stobility restricted access) 7

 

 

 

 

 

 

 

| WATER ALINE fe - ee Te ee ee ee eR eT ee ee gd ee eee ee ee ee | le ee af ee SUT TTT TT eee ¥ a _ ee oo
150 ‘OAM FLOTATION UNIT PONTOONS SUITABLE FOR PROTECTED SITES ONLY. 2
ee RAMP DEPTH WAKIMUM WAVE, HEKGHT: 300mm, z
7 im.
RAMP END VIEW nit Beers ARMM WIND VELOCTY: 41 n/'s a
THE MARINA SPECIALIST CUENT: Rary CazP N©.7 NeeSA e< [IME PONTOON CONSTRUCTION DETAILS ‘
TRADING AS ACN 010633119 2 INDUSTRIAL AVE lot c (7) NoaSA POE
THE CALOUNDRA .
D |30/4, J STABILITY NOTES ADDED ENG sve = oe — AS SHOWN et /8/05 | JSP—SD—100
REPLAC! > —Stj—
5 ae bat MLAS I BS REMIND it 2M Jem FAX Gh saan 00 CHECKED: STANDARD DRAWING DRAWN | CHECKED [OMENSIONS A3
\NOf DATE " AMENDMENT I SPECIALIST a MA {MILLIMETERS D JD}