Original source · versioned page text
Development Application part 2 of 2 Plans - OPW12/0590
100 T_HICK CONCRETE DECK Ii;
RECTANGULAR PONTOONS U SHAPED PONTOON L SHAPED PONTOON
2-N12 BARS IN TOP 1 LAYER G445A MESH 40MM ~
OF ALL BEAMS COVER TO EXPOSED SURFACES &3
50~000h~oo~oo 50o-i 500-1 8000 TO
1500~00 UNDER DECK MESH
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= = = = = = 2-N 3ARS IN BOTTOM u..
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OF ALL BEAMS 25 COVER o
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BOOO TO 15000
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TYP BEAM DETAIL
SCALE 1:20
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REQUIRED FOR PONTOONS
BOOO IN LENGTH
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STANDARD PONTOON SHAPES & BEAM CONFIGURATIONS
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~ 3BO FREEBOARD
NOT TO SCALE -J ~
FOR FLAT D CK PONTOONS
SEE SITE & LAYOUT PLAN FOR RELEVANT PILING POSmONS, PONTOON DESIGN & ORIENTATION o
SEE PILE BRACKET DRAWING FOR PIL BRACKET TO PONTOON CONNECTION DETAILS WATER LINE
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II II II I SIDES ’w’ITH 200 ’w’IDE SLBl g
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MESH STRIP UNDER ANCHOR ’w’EB z
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~\~’ T 670 STANDARD OVERALL
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I FOR FLAT DECK PONTOONS
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MAX DRY STORED BOAT DISPLACEMENTS J,_ I
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TYPICAL 30e X 120 TRANSVERSE END
TO BE INCLUDED IN ALL FLOAT
All concrete work to comply with AS3600. All concrete to be 50 IAPa.
Cover to reinforcement to exposed surfaces to be 40mm minimum.
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PONTOON PONTOON WIDTH
LENGTH 3.5m -
4.5m
PONTOON WIDTH
3m MINIMUM
T
ISP-20e
FOR PONTOON SIDES, WHERE PILE
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~EAM BOAT pm ~ooNS
1--
- ------
------
Reinforcing to be minimum of 5mm bars at 100mm centres in each
direction U.N.O.
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BRACKETS, ACCESSORIES AND OR PONTOON ;..... All aluminium work to comply with AS1664. All welds to be 5mm CFW.
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15m 3.5t CONNECTIONS ARE REQUIRED I FLOAT A BOA RAMP FOR~ED INTO PONTOON DEGK; All but! welds to be full penetration. Aluminium to be grade 6351-T5.
0-,<1’"
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I .. :",...... Surface of aluminium in contact with concrete to be coated with zinc
14m 3.25t I 0 V>
0 1 8 cromote primer or equivalent.
I I .... ~~f" CD
12m 3.0t
~\{ J:\ ~
-"r I Fabrication tolerance :I: 5mm.
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.
All bolts and fittings to be 304 or 316 stainless steel.
2.1;
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10m N ’-
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9m
Sm
7m
2.4t
2.0t
1.St
2.1t
1.St
1.St J,_
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Y12-50
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PLAN VIEW
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Flotation to comprise of grade SL expanded polystyrene foam with
approved protective coating. The approved protective coating for the
pontoon will form on impervious barrier to water &: marine organisms;
and is suitable for the marine environment.
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6m 1.St 1.3t T lSP-207 15or- I’I
-
1------
Pontoons with F1oat-A-Boat romps to have dry stored boot fully winched 0
5m 1.0t O.gt onto pontoon with 1 m clear at rear. ~
’-lAY BE USED FOR PONTOON SIDES ONLY ,..,
REQUIRING FENDERING TO BE ATTACHED I
~
I This pontoon facility has been designed to comply with 011 relevant (.!)
IL.. --------------------------------
Australian Standards: The pontoon will be stable at all times. The ~
pontoon has been designed so that when the specified live load is o
u
740 STANDARD OVERALL FLOAT A BOAT RAMP OPTION distributed over half the width of the pontoon and over the walkway;
there is not less than 75mm of reserve ’freeboard; the bottom comer of g
50 STANDARD FREEBOARD SCALE 1:50 the pontoon does not emerge from the water, and the angle of tilt will _t;
OORING ClEATS -t"
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not exceed 15’.
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-
- -
,,- MAXI~UM DESIGN LIVE DECK LOADING: 3.0 kPa.
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PONTOONS SUITABLE FOR PROTECTED SITES ONLY.
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FOAM FLOTATION UNIT
RAMP DEPTH
FOAM FLOTATION UNIT
MAXIMUM WA’ HEIGHT: 300mm.
BOAT WAKE: 500mm.
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FRONT ELEVATION MAxiMUM WIND VELOCITY: 41 m/s. en
RAMP END VIEW :f
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THE MARINA SPECIALIST CUOO: ILAIG~ L-T!:> TTTlE: PONTOON CONSTRUCTION DETAILS
lRAIllNG
THE
ACN 010633119 2 INDUSTRIAl. AVE
W!lNDRA
’CDc.rdna Cardno (Old)Ply lid
AeN: 051074 992
Ph (07) 3369 9822
/...!JT 2. (;-) NOo5.A ~J-Jt..J.. lY<
Q[D. AUSTRALIA 4551 level I, 5 Gordner Close, Wi~on 4W
Neo!>A N;,)Q..frl.>11.P(L.~ SCALE: IDATE:. DRAWING NO:
Fax (07) 3369 9722
fACH HI6 BEAM BAAS RmJ.CEO WITH 2-H12
ALlENDt.tOO ISSU
JSP _J
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___.....,Ii---
SPECIALIST
~ PHONE (07)5492 5925
F (07) 54926699
P.O, Box 388, Toowong >1066,
CHECKED: R.P.E.Q.
/tl,7
Email: cardnoOcardno.com.au PROJECT: STANDARD DRAWING AS SHOWN
DRAWN
M.A I ~
31/S/05
CIiIiF:!<ED DlWEHSIONS
MILUMETERS
JSP-SD-100
~
B IA~
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RECTANGULAR PONTOONS U SHAPED PONTOON L SHAPED PONTOON peane pars tw tor 1 PAYRIDN SoMORETE, Denk
OF ALL "ee | COVER TO EXPOSED SURFACES
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5
000 70 150001 000 TO 1500 aS 0 TO 1500 =
001 | 6202 80 s00-| = ° che +500 500+ - 600 2 +-s00 UNDER DECK MESH 5
=e ee ee oe > |_t Sees
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Sex Be Be ll wor" Hl Sa, ol. S& Re w
BO B8FS BF aL we dL u0Ssx Ex uo m= ! -|
Sr SS seh = Ses 7 {™ 4 cpr ees aaaaaaype pr 7 Bs ed — { ° 2-Ni@ BARS IN BOTTOM uw
1 8 | OF ALL BEAMS 25 COVER 5
U U 7 z
a
2
ao took 7 oe S/S a TYP BEAM DETAIL ©
000 TO 1500 =
So 00
3 NOTE: | - = Rb dias SCALE 1:20 ji z
‘ BEAMS NOT REQUIRED FOR PONTOONS of: o | -~ 300 g
! ox FY JSP-208 PERIMETER FRAME
8 LESS THAN 8000 IN LENGTH Be $& 3x TYPICAL TO ALL PONTODNS x
oO Oo
Tt n=
j f | Ss [764450 MESH 3
10100 TO 15000————_+4 STANDARD PONTOON SHAPES & BEAM CONFIGURATIONS ——— =—— =|
soo EQUAL 4 Lesea NOT TO SCALE | ae a eck PENTOONS no 7 Me &
fe SEE SITE & LAYOUT PLAN FOR RELEVANT PILING POSITIONS, PONTOON DESIGN & ORIENTATION re25 | | f= a
J SEE PILE BRACKET DRAWING FOR PILE BRACKET TO PONTOON CONNECTION DETAILS -..- LWATERUINE /} 0 0. f z
{ Ss
0
2 < 25mm THICKENING ALONG ALL <
38 z Se ey SUa SO TYP, TO ALL BOTTOM CORNERS 2
by PR MESH STRIP UNDER ANCHOR. WEB z
om
i ¢ t 670 STANDARD OVERALL | &
aa FOR FLAT DECK PONTOONS 2
a eee eee) | 7 NOTES:
MAX DRY STORED BOAT DISPLACEMENTS te | TYPICAL 30 X 120 TRANSVERSE END All concrete work to comply with AS3600. All concrete to be 50 MPa. 5
T | EAM TO BH INCLUDED IN ALL FLOAT Cover to reinforcement to exposed surfaces to be 40mm minimum. 3
PONTOON /PONTOON WIDTH |PONTOON WIDTH — 150 ||! A BOAT PONTOONS L Reinforcing to be minimum of Smm bars at 100mm centres in each a
LENGTH [3.5m - 4.5m 3m_ MINIMUM FOR PONTOON SIDES WHERE ANY PILE ch direction ING, ne
—— BRACKETS, ACCESSORIES AND OR PONTOON + All aluminium work to comply with AS1664. All welds to be Smm CFW.
15m 3.5t 28ti, CONNECTIONS ARE REQUIRED | All butt welds to be full penetration. Aluminium to be grade 6351~T5. 3
14m 3.25t “4 \QR75t _ ! 1 Surface of aluminium in contact with concrete to be coated with zinc — |
AR a
12 3.0t ~th 5t L | 1 cromate primer or equivalent. yy
‘m Ot os 21 ryt Fabrication tolerance + Smm. Fa
10m 2 FERS * 2.3t ze mr All bolts and fittings to be 304 or 316 stainless steel. g
= o Tt _ = a a]
9m 2.4t 2.1t ys | 1 y Yie-SO x Flotation to comprise of grade SL expanded polystyrene foam with &
8m 2.0t 1.8 | \ | qn ~ approved protective coating. The approved protective coating for the a
7 18 te | 1 PLAN VIEW pontoon will form an impervious barrier to water & marine organisms;
m Bt 1.5t + ! 7 and is suitable for the marine environment. z
6m 1.5t 1.3t | - (6S i
ISP-207 ' Pontoons with Float-A-Boat ramps to have dry stored boat fully winched
5 1.0¢ 0.9t iS Z
im, : MAY BE USED FOR PONTOON SIDES ONLY ! , onto pontoon with 1m cleor at rear. Z|
REQUIRING FENDERING TO BE ATTACHED | I
| This pontoon facility has been designed to comply with ali relevant 5
i fee pense, in _355 tigre, Aa Te was tee er ee ais as aes os es Toe aes es ow es, ee es Be ee ee Australian Standards. The pontoon will be stable at all times. The &
pontoon has been designed so that when the specified live load is a]
-740 STANDARD OVERALL FLOAT A BOAT RAMP OPTION distributed over holf the width of the pontoon and over the wolkway; =
A . there is not less than 75mm of reserve freeboard; the bottom corner of =|
15 SO STANDARD FREEBOARD SCALE 1:50 the pontoon does not emerge from the water, and the angle of tilt will - 5)
i=. not exceed 15°. 2
[= penguins >I
{ MAXIMUM DESIGN LIVE DECK LOADING: 3.0 kPa. a
WATER LINE} 2 2 | US ee ri 2
ur . PONTOONS SUITABLE FOR PROTECTED SITES ONLY. =|
FOAM FLOTATION UNIT Ra Me vepTH L FOAM FLOTATION UNIT MAXIMUM WAVE HEIGHT: 300mm, Z|
: FRONT N BOAT WAKE: 500mm. S|
RAMP END VIEW ELEVATIO MAXIMUM WIND VELOCITY: 41. m/s. 2
= rs = —
THE MARINA SPECIALIST Gerdne CUENT: [LALEOLE. PTY LID TME: PONTOON CONSTRUCTION DETAILS
TRADING AS ACN 010635119 2, NDUSTRIAL AVE come wid rote ACN: 051 074 982 Lot 2 (5) Noosa BiVER BZ
THE GALOUND ne Ph (07) 3369 9822
QLD. AUSTRALIA 4551 | |ievel 1, 5 Gordner Close, Miton 4064 ay see pte Noosa NOCTH SHPRE SCALE: DATE: DRAWING NO:
pp PHONE (07)5492 5925 | [P:2 Box 388, Toowong 4066, Email: _cardnoOcardno.com.aul | PROJECT: STANDARD DRAWING AS SHOWN 31/8/05 | JSP-SD-100
B 17/6/06 | EACH N16 BEAM BARS REPLACED WITH 2-N12] JSP FAX (07) 5492 6699 | | CHECKED: Lehr RPE DATE: DRAWN | CHI DIMENSIONS ISSUE
XyO|_ DATE AMENDMENT 1ssU SPECTALIS T SEE7 | /2-J0-06 MA MILUMETERS B {Ay
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