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Development Application - Part 2 of 2 - Planning report, Plans & Referral Agency Response · OPW11/0144
Plans and drawings: the text below has words only, no drawings.
100 THICK CONCRETE DECK
RECTANGULAR PONTOONS U SHAPED PONTOON L SHAPED PONTOON r 1 LAYER G445A MESH 40mm
2-N12 BARS IN TOP
6000 TO :5000 OF ALL BEAMS COVER TO EXPOSED SURFACES
I--500 8000 TO 1500 000 TO 1500D
500-4 --500 50 UNDER DECK MESH
ah pX
T-
pX
ocl^ tna In a II 1^'A II o X LEFT H,A
N U re f
ML ssT.=- - - _ __+a
U U
T
--8000 TC 1000C
500-{ 00
Fr== -- fi NOTE,
II 1^0 ^ ^Q^^'V a BEAMS NO' REQUIRED FOR PONTOONS JSP-208 PERIMETER FRAME
LESS THAN 8000 IN LENGTH C. RIGHT HAND II
LL i^_ sr JL = _ _ =JJ NM N TYPICAL TO ALL PONTOONS
500--
i 13100 TO 15000
EQUAL
SPACING F--500
STANDARD PONTOON SHAPES & BEAM CONFIGURATIONS
NOT TO SCALE
SEE SITE & LAYOUT PLAN FOR RELEVANT PILING POSITIONS, PONTOON DESIGN & ORIENTATION
380 STANDAR FREEBOARD
FOR FLAT DECK PONTOONS
WATER UNE
SEE PILE BRACKET DRAWING FOR PILE BRACKET TO PON100N CONNECTION DETNI S
1
O
aU 25mm THICKENING ALONG ALL
Ir i^
+ Nr T^pL^V^^L SIDES WITH 200 VIDE SL8
NU
IL 4- ._-==: a7 MESH STRIP UNDER ANCHOR WEP
m
670 STANDARD OVERALL
FOR FLAT DECK PONTOONS
NOTES:
TYPICAL 3D X 120 TRANSVERSE END All concrete work to comply with AS3600. All concrete to be 50 MPa.
MAX DRY STORED BOAT DISPLACEMENTS BEAM TO B INCLUDED IN ALL FLOAT Cover to reinforcement to exposed surfaces to be 40mm minimum.
A BOAT PONTOONS Reinforcing to be minimum of 5mm bars at 100mm centres in each
PONTOON PONTOON WIDTH PONTOON WIDTH JSP-208 150 direction U.N.O.
LENGTH 3.5m - 4.5m 3m MINIMUM FOR PONTOON SIDES WHERE ANY PILE
BRACKETS. ACCESSORIES AND OR PONTOON All aluminium work to comply with AS1664. NI welds to be 5mm CFW.
15m 3.5t t CONNECTIONS ARE REQUIRED FLOAT A BOAT RAM= 1ORMiL INTO PONTOON DECK All butt welds to be full penetration. Aluminium to be grade 6351-T5.
14m t t Surface of aluminium in contact with concrete to be coated with zinc
Ir cromate primer or equivalent.
12m :A de 2.5t Fabrication tolerance t 5mm.
10m 2.75t 2.3t Al bolts and fittings to be 304 or 316 stainless steel.
9m 2.4t 2.11 Flotation to comprise of grade SL expanded polystyrene foam with
8m 2.Ot 1.8t approved protective coating. The approved protective coating for the
PLAN VIEW pontoon will form an impervious barrier to water & marine organisms;
7m 1.8t 1.5t and is suitable for the marine environment
6m 1.5t 1.3t
JSP-207 15 Pontoons with Float-A-Boat ramps to have dry stored boat fully winched
5m 1.0t 0.9t MAY BE USED FOR PONTOON SIDES ONLY onto pontoon with 1m clear at rear.
REQUIRING FENDERING TO BE ATTACHED
This pontoon facility has been designed to comply with ON relevant
------------------------- ------ Australian Standards. The pontoon will be stable at all times. The
pontoon has been desigred so that when the specified live load is
e080 740 STANDARD OVERALL FLOAT A BOAT RAMP OPTION distributed over half the width of the pontoon and over the walkway;
r r--450 STANDARD FREEBOARD SCALE 1:50 there is not less than 75mm of reserve freeboard; the bottom comer of
15 1780, F--15C ING CLEATS the pontoon does not emerge from the water, and the angle of tilt will
50 not exceed 15',
MAXIMUM DESIGN LIVE DECK LOADING: 3.0 kPo.
WATER LINE - - - - - - - - - - - - - - - - - --
PONTOONS SUITABLE FOR PROTECTED SITES ONLY.
FOAM DL TATION UNIT 150 FOAM FLOTATION UNIT
MAXIMUM WAVE HEIGHT: 300mm.
RAMP DEPTH BOAT WAKE: 500mm.
RAMP END VIEW FRONT ELEVATION MAXIMUM. WIND VELOCITY: 41 m/s.
THE MARINA SPECIALIST CUENT:JvecR,v C, Hclv'( v(6 $ TIE: PONTOON CONSTRUCTION DETAILS
TRACNC AS ACN 010633119 2 INDCSTRIAL AVE (fjo ACN: 051 074 992 Nl 1va
r
TME '
,,,&LJNDRA Critic IO4Jt Pty Ile lLt 75 j ^^ kUb$CC^
Ph (07) 3369 9822
OLD AUSTRALIA 4551 U.N I, 5 Gcrdew Qae. IGtoo 4064 fm (07) 3369 9722 r NO:
^' 'j ^[7 PHONE (07)5492 5925
P.O. ew 3M. To"" 4066. Emil: cordno0cardno.corn.au PROJECT: STANDARD DRAWING SAS SHOWN 31/8/05 JSP-SD-'00
7/6/06 r,ACN N16 6EAM W REPIA D 11TH 2-N12 JSP 1 1 I i^ FAX (07) 5492 6699 DATE; DRAWN cH6a(ED DWENSIOMS
DATE AMENDMENT wU is P[ C I A 4 I S T 167 /2-/0.06 M.A MILLIMETERS I B
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