08/0252 - Prescribed Tidal Works - Transport Type 6 - Commercial Marine [As Published] · 142008.252

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RECTANGULAR PONTOONS

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L SHAPED. PONTOON

U SHAPED PONTOON
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OF ALL BEAMS
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. 100 THICK CONCRETE DECK
ri LAYER G445A MESH 40mm
COVER TO EXPOSED SURFACES

  

 

 

 

 

     

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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ess=2#532 55582525 4. < 64 i =
= Nez e 3 2@-N@ BARS IN BOTTOM List
E ] =. |“ OF ALL BEAMS 25 COVER
090 FO 10000 : If al
-s00-| ft —{ F500 + _| 120 3
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r 3 so TYP BEAM DETAIL = |
 ohainieiitia eitetiententeatee har" 8 NOTE: SCALE 1:20 “i .
nO oe ee E
i] a ? BEAMS NOT REQUIRED FOR PONTOONS - o'; i |
L__ NOT. APPLIC Les 2 LESS THAN 8000 IN LENGTH S2 £2 i mua ; JSP-208 PERIMETER FRAME J 5
eee ede tk - B ae Rd _ al oe 8x TYPICAL TO ALL PONTOONS =
i j i + T sa /-G445A MESH 5
o100 To 15000 STANDARD PONTOON SHAPES & BEAM CONFIGURATIONS ° = Sa 5
[sate sm ‘NOT TO Scat \ - ewe |e
SEE SITE & LAYOUT PLAN FOR RELEVANT PILING POSITIONS, PONTOON DESIGN’ & ORIENTATION S le “e-N o|
ri APINCABLE o SEE PILE BRACKET DRAWING FOR PILE BRACKET TO PONTOON CONNECTION mpais } 2
r= a 4 S i . yooT ~ woe eee /
. 2g + “25mm THICKENING ALONG ALL a : <|
iL —_ a _ aL 3 g5. 8 4 SIDES WITH 200 WIDE SL8L SO TYP. TO ALL BOTTOM CORNERS 9
wach ewe dP B. “i MESH STRIP UNDER ANCHOR. WEB | =
. ? \ ' { 5 So
i ; 670 STANDARD OverAtL | §
u FOR FLAT DECK PONTCONS gi
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5 , \ NOTES:
MAX DRY STORED BOAT DISPLACEMENTS _ te = yo. au To Bd INcLUt OW MT or All concrete wort to comply with AS3600. All concrete to be 50 MPo. gs
PONTOON PONTOON wioTH |PONTOON WIDTH 1 : | ‘A BOAT PONTOONS : Cover to reinforcement to exposed surfaces to ‘be 40mm minimum. 3
) ISP-208 450 eel . Reinforcing to be minimum of. 5mm bars at 100mm centres in each
LENGTH }3.5m — 4.5m | 3m MINIMUM FOR PONTOON SIDES WHERE ANY PLE =| L— LH 2 = 5 | ~~ ~~ -4 direction U.N.O. §
BRACKETS, ACCESSORIES AND OR PONTOON sa a es i as ' . , . ‘
15m NOG Ox APPT (PARE CONNECTIONS ARE REQUIRED ' 1 de All aluminium work to comply with AS1664, All welds to be 5mm CFW. z
‘im aart Heck | RAMP "FORMED INTO. PONTOON ‘DECK All butt welds to be full penetration. Aluminium to be grade 6351-T5, =|
. / i ° { Surface of aluminium in contact with concrete to be coated with zinc
12m 3.0t 2.5t db ; | ; g 8 promate primer or equivalent. o
o | i 1 ‘abrication tolerance + Smm. >
10m 2.75 2.3t 5 rary a | oi + All bolts and fittings to be 304 or 316 stainless steel. S|
am 2.4t 2.1 |S To ie y vi2-s0 = , q
Bm Ot 7 Bt i | \ 4 T APPL ~ Flotation to comprise of grade SL expanded polystyrene foam with a
A . / ' wp “PLA E + approved protective coating. The approved protective coating for. the a
7m 1.8t 1.5t b- | \ 1 3 pontoon will form an impervious barrier to water & marine organisms; =
&m 15t 1.3t . + + a 1} Jo LLL SL ond is suitable for the marine environment. Z|
. . T - SS SS SSS LE . ik .
sm 1.0¢ 0.3t MAY BE USED FoR PONTOON SIDES ONLY isol ! ‘ . onto pontoor" fae tin deat ot ean hve ary stored book fully winched :
REQUIRING FENDERING TO BE ATTACHED ! | :
4 \
u { This pontoon facility has been designed to comply with all relevont 5
coe RS Australion Standards. The pontoon will be stable ot all times. The Eg
t 2080 ) pontoon has been: designed so that when the specified live load is
740 STANDARD OVERALL FLOAT: A BOAT RAMP OPTION distributed over half the width of the pontoon and over the seth 3
ys
150 S50 STANDARD FREEBOARD SCALE 1:50 a there is not less than 75mm of reserve freeboard; the-bottom comer of &|
, \ \ OORING CLEATS the pontoon does not emerge from the water, and the ongle of tilt will - 5}
, _ i b —_ not exceed 15. | 3
| —, ee ee = _ = = 4 ' a
WATER LINE T | T - Cs NOT eee TST “ds. MAXIMUM DESIGN we DECK LOADING: 3.0 kPo. a
FOAM FLOTATION A 150 APPLIC sABL FFOAM FLOTATION UNT ~ a PONTOONS SUITABLE FOR PROTECTED SITES, ONLY. ZI
RAMP DEPTH WAXIMUN WAVE HEIGHT: 300mm. Z|
( 500mm.
RAMP END VIEW: FRONT ELEVATION 5
: MAXIMUM WIND VELOCITY: 41 m/s.
i : a
THE MARINA SPECIALIST t oe BUT AAS ir FI
A CUENTA Sgy 3d . ~Y
TRADWG AS Aen 010833119 2 INDUSTRIAL AVE Cardno “AeN: 051 074 902 CORA CO me PONTOON CONSTRUCTION DETAILS
THE CALOUNDRA Cardno (Oie) Pry Lis bh (07) 3368 9822 citlonKs Cov Devthers i
QLD. AUSTRALIA 4551 Level a 5 ee ee 4084 fox (07) 3369 9722 SCALE: DATE: DRAWING NO;”
AMENOMENT eat) |
ISSUE/ 17867 _|panjoes WA MILUMETERS BJA’)

 

 

 

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