Approved Plans - OPW14/0033

      -

 NOOSA COUNCIL
APPROVED PLANS
   OPW14/0033
   1 APR 2014


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RECTANGULAR PONTOONS

 

 

 

 

 

U SHAPED PONTOON

L SHAPED PONTOON

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

“FOAM FLOTATION UNIT

 

 

 

RAMP END VIEW

 

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eh #1
6/06

DATE

 

 

 

NOTES ADDED
1 N24 BAR REPLACING NG BEAM BARY JSP
i BARS Yam

STABILITY ENG
2-N12)_ USP.
AMENDMENT I

 

TRADING AS.
THE

CALOUI
perry FAX
: SPECIALIST

AEN 010633119

oor ETS Fax (07) 3368
PHONE (07)5492 Emaii;[email protected]
(07) 5492 6699 .

 
    
 
    
 

 

 

 

 

 

 

 

 

 

100 THICK CONCRETE DECK

2-N12_ BARS IN TOP - 1 LAYER G445A MESH 40mm

 

 

 

 

 

 

 

 

 

 

   
  
  
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    

 

 

 

 

 

F OF ALL 8 COVER TO EXPOSED SURFACES
sof p= 00010 15000 500 soo f= 8000 70 1800p UNDER DECK MESH
caeeeeessessfl } J “gros = s a -f
3 ll
ven en ee nnn LOG “A a ae NOOSA COUNCIL L 1-N24 BAR IN BOTTOM
pe q APPROVED PLANS ; A |_ OF ALL BEAMS 25 COVER
————— s000 To 10000 ——} OPW14/0033 ae us — 3p Ge” TYP BEAM DETAIL
S00] —| 500 —| 1 APR 2014 = - ia+—| SCALE 1:20
1 1 ' }soo -—-JSP-208 PERIMETER FRAME MESH 297
roam ne gt a 8 NOTE REQUIRED FOR PONTOONS =o Se —| 7 —— ta
PONTOON! : 450mm MIN.
Hy er 8 2 LESS THAN 8000 IN LENGTH 82 28 RIGHT wn pe . Sor, in
a YT , | Toe ====54R 8 [ =—
es
10100 TO 15000 STANDARD PONTOON SHAPES & BEAM CONFIGURATIONS WATER UNE
500— SPACING 500 NOT TO SCALE oI Seon Tf}
ic C | ms SEE SITE & LAYOUT PLAN FOR RELEVANT PILING POSITIONS, PONTOON DESIGN & ORIENTATION 25mm THICKENING ALONG ALL UGS-300
| | | -¢ ly 1 SEE PILE BRACKET DRAWING FOR PILE BRACKET TO PONTOON CONNECTION DETAILS SIDES WITH 200 WIDE SLB TP
=a = 5 = al ; MESH STRIP UNDER ANCHOR WEB
poco r eT ae | a
bee dE | 8 LAP ANY JOIN
4 rf °° 950mm MIN.
i k NOTES:
= | al en work to oat a eae ane to = 50 MPa.
Nene ee eee EE SS r inforcement 8 i .
L [F TYPICAL X 120 TRANSVERSE END Reinforcing to be ininimum of Sman feta 700mm Sader iT ereh
MAX DEY STORED BOAT D) | TO BG INCLUDED IN ALL FLOAT All oe in teh to have min. lap of 1 mesh square + 25mm.
PONTOON |PONTOON WIDTH |PONTOON WIDTH | Isp-208 ris | / A BOAT NS Z i, , kt ms ca : . ou
5m — 4. ye eS LL CC alumini ith ASIG64. All welds to b .
LENGTH | 3.5m — 4.5m |. 3m MINIMUM Bee eS Ned OR PONTOON oe SSS pa All butt welds to be Tal penetration, ‘Aluminium to be grade 6351 1.
15m 3.5t 2.9t . CONNECTIONS ARE REQUIRED \ | FLOAT A BOAT] RAMP FORMED INTO, DECK Surface of aluminium in contact with concrete to be coated with zinc
‘ Il NS cromate primer or equivalent.
14m 3.25t 295 ‘en 2 gy Fabrication tolerance + Smm,
12m 3.0t Vest | \! = “ wv 8 AM bolts and fittings to be 304 or 316 stainless steel.
ee la sf,
10m 2.75ta\ | 2.3t 5 rer xe ~- ae | Flotation to comprise of grade SL expanded polystyrene foom with
om 24t 2-18 \ I Y12-50 + > approved protective coating. The approved protective coating for the
= = 7 | ~ ~ pontoon will form an impervious barrier to water & marine organisms; and
8m 2.0t 1.8t |! n + is suitable for the marine environment. ca)
7 1.8t 1.5t i 1 |i PLAN VIEW
m1 = = t | fet i ee Pontoons with Float-A—Boat ramps to have dry stored boat fully winched
6m 1.5t 1.3t j =a 1 | SSS SSS onto pontoon with 1m cleor at rear. 3
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 Antrofen Standards. The pontoon will be stabe a all tives. The pontoon
been designed hen the speci ilty live load i |
odo L LL LLL LL ee eK KY distributed over half the width of the aaninon and ae the walkway; there>
-——T re —=—= is not less than 75mm of reserve freeboard; the bottom corner of the
- 770 STANDARD OVERALL a A BOAT RAMP OPTION pontoon on not emerge from the water, and the angle of tit will not
450 STANDARD FREEBOARD © SCALE 1:50 “x ‘
[ | = MAXIMUM DESIGN LIVE DECK LOADING: 3.0 kPa. (Structural & floatation) =
ey = =] == — 1.5 kPa (Stability unrestricted access) 7
WATER LINE or Te 2.0 kPa (Stobilty restricted access)

 

PONTOONS SUITABLE FOR PROTECTED SITES ONLY.

 

   

 
   

 

 

vot 2a (S57) WYyUWA 3
NOOSA ILCLE
on STANDARD DRAWING

““" Am WACKER

MAXIMUM WAVE HEIGHT: 300mm.
BOAT WAKE: 500mm.
MAXIMUM WIND VELOCITY: 41 m/s.

TE PONTOON CONSTRUCTION DETAILS

'SCAL F: DATE: NO:
AS SHOWN 31/8/05 | JSP—SD-100
Prse CHECKED me
MA MILLIMETERS a ,