Council archive · source document
Development Application - Part 2 of 2 - Plans · OPW12/0241
Plans and drawings: the text below has words only, no drawings.
100 THICK CONCRETE DECK t
RECTANGULAR PONTOONS U SHAPED PONTOON L SHAPED PONTOON 1 LA YtR G445A MESH 40MM ~
2-N12 BARS IN TOP
OF ALL BEAMS COVER TO EXPOSED SURFACES t3
50~OO}~500~500 50o--l 0000 TO 15000
soo-1 8000 TO 15000
UNDER DECK MESH
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2-N BARS IN BOTTOM
OF ALL BEAMS 25 COVER
LL.
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t-----BOOO TO 1000G-------j ~
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0000 TO 15000
. TYP BEAM DETAIL a.
f-,500
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SCALE 1:20
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I BEAMS NOT REQUIRED FOR PONTOONS
LESS THAN 8000 IN LENGTH
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JSP-208 PERIMETER FRAME
TYPICAL TO ALL PONTOONS
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STANDARD PONTOON SHAPES & BEAM CONF1GURATIONS
u 1~ STANDARl 445A
3:
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soJ NOT TO SCALE
SEE SITE & LAYOUT PlAN FOR RElEVANT PILING PosmONS, PONTOON DESIGN & ORIENTATION
-l ~ 380
FOR FLAT
D:CK
FREEBOARD
PONTOONS ~
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r. ....~",.,\~..~,.’ J) SEE PILE BRACKET DRAWING FOR PIL BRACKET TO PONTOON CONNECTION DETAILS
j WATER LINE D:::
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25MM THICKENING ALONG ALL
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II .IL :’~ ~~_\, II II I SIDES \JITH 200 \JIDE SL8 I-
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o MESH STRIP UNDER ANCHOR \JEB ~
lb = = = ~l!.Y_,-_-_-__Jk = = = If)
7 670 STANDARD OVERALL VI
I FOR FLAT DECK PONTOONS ~
-
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MAX DRY STORED BOAT DISPLACEMENTS
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TYPICAL 30( X 120 TRANSVERSE END
INCLUDED IN ALL FLOAT
All concrete work to comply with AS3600. All concrete to be 50 t.4Pa.
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
JSP-208
FOR P.ONTOON SIDES. WHERE PILE
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f~TO’ BOAT PO crOONS
--
- ------
------
Reinforcing to be minimum of 5mm bars at 100mm centres in each
diredion 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. a.
:{ All butt welds to be full penetration. Aluminium to be grade 6351-T5.
CONNECTIONS ARE REQUIRED
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15m 3.5t 2.9t I FLOAT A BOA: RAMP FORMED INTO PONTOON DECK ~
Surface of aluminium in contad with concrete to be coated with zinc
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14m 3.25t 2.75t I 0
8 w
cromate primer or equivalent.
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3.0t _.c,~’ >~ "....,.:> 2.St
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12m I -
Fabrication tolerance :i: 5mm. o
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(Xl All bolts. ond fittings to be 304 or 316 stainless steel. o
10m 2,:;Z:5t\\J~v 2.3t r-. N I N I D:::
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II~I tI Y12-50
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Flotation to comprise of grade SL expanded polystyrene foam with
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9m 2.1t I ........
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approved protective coating. The approved protective coating for the ~
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2.0t 1.Bt
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I PLAN VJEiA \CJ~~’:I~"" pontoon will form an impervious barrier to water & marine organisms;
and is suitable for the marine environment.
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7m 1.Bt 1.5t "tt.-t..<{ ;....~({.
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6
.m 1.St 1.3t T JSP-207 lSr I I F , -
1------
Pontoons with Float-A-Boat romps to have dry stored boat fully winched c>
5m 1.0t 0.9t onto pontoon with 1 m clear at rear. ~
MAY BE USED FOR PONTOON SIDES ONLY
REQUIRING FEN DERING TO BE ATTACHED I 5:
This pontoon focility has been designed to comply with all relevant (.!)
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Australian Standards~ The pontoon will be stable at all times. The ~
pontoon has been designed so that when the specified live lood is o
(.)
FLOAT A BOAT RAMP OPTION distributed over half the width of the pontoon and over the walkway;
-/#- 740 STANDARD OVERALL
there is not less than 75mm of reserve .freeboord; the bottom comer of ~
50 STANDARD FREEBOARD SCALE 1:50 DORING CLEATS the pontoon does not emerge from the water, and the angle of tilt will ’u
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not exceed 15’.
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-
-.,-,’- MAXIMUM DESIGN LIVE DECK LOADING: 3.0 kPa.
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W~T~R .LI~E.
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’........ Ll_____________________~~ ~j~~lY---1J~----------------------- .. .. (.!)
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PONTOONS SUITABLE FOR PROTECTED SITES ONLY.
... .. ... .. - .. ... .. ..
_ ...
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-
. . . .
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FOAM FLOTATION UNIT
;5~ ~~U \ ’F AM FLOTATION UNIT MAXIMUM WAVE HEIGHT: 300mm. ~
RAMP DEPTH BOAT WAKE: 500mm. o
FRONT ELEVATION MAXIMUM WIND VELOCITY: 41 m/s. V)
RAMP END VIEW ~
THE MARINA SPECIALIST CLIENT: (!;t)::Hj COf..J> He.. ::rPrt..YN<:’"A TITLE: PONTOON CONSTRUCTION DETAILS
TRADING f.S
THE
ACN 010633119 2 INDUSTRIAL AVE
Wl.INDRA
~c.rdna C.rdno (Old)Ply Ud
ACN: 051074992
Ph (07) 3369 9822
87 1\!c)’{;)SA PJ_...,{:_
Q[D. AUSTRALIA 4551 fkSA Rt-PcA :> SCALE: DATE: DRAWING NO:
Level " 5 Gordner Close, Mi~on 4064 Fox (07) 3369 9722
31/8/05
EACH N16 BEAM BARS REPlACED WITH 2-N12
AMEND~ENT
JSP
ISSU
_~T"-t-’’’J-’I0
_J ~~fmlfU1
SPECIALIST
__
.
PHONE (07)5492 5925
FAY. (07) 5492 6699
P.O. Box
CHECKED:
388, Toowong 4066.
R.P.E.Q.
/667
Emoil: cordnoOcordno.com.ou
DA1E:
/2-}0.Ob
PROJECT:
"-
STANDARD DRAWING
M,A
AS SHOWN
DRAWN
1 CiKED
....,
DlIofENSIONS
MILLIMETERS
JSP-SD-100
ISSUE
8 IA3~
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