Council archive · source document
Development Application - Part 2 of 2 - Title Search, ecoaccess Decision, DTMR Conditions, Correspondence & Plans · OPW11/0322
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 40nr1
2-N12 BARS IN TOP
8000 TO 1500D OF ALL BEAMS COVER TO EXPOSED SURFACES
0 0--"`000 TO 1500 8000 TO 1500D
SD^k^ 50 00 500- -500 UNDER DECK MESH
1
T ^ 1 TT
lr ll `` ,-v - O N OX
T-
II LET' •HAND in
X ruL) c',f
- a
U) II VII
2-Ne BARS IN BOTTOM
Lx OF ALL BEAMS 25 COVER
U
0 "00 -4
9000 TO 15000
C5
°
rFrr- ==== -iff .- 11
oy Ln NOTE
II 1I Of i BEAMS NOT REQUIRED FOR PONTOONS o'• JSP-208 PERIMETER FRAM-
ou C>z
N LESS THAN 8000 IN LENGTH TYPICAL TO ALL PONTCLNS
&==^rJL ====JJ N
M
40100 TO 15000 STANDARD PONTOON SHAPES & BEAM CONFIGURATIbNS
380 STANDAR FREEBOARD
1EQUAL NOT TO SCALE FOR FLAT DECK PONTOONS
50 SPACING 00
SEE SITE & LAYOUT PLAN FOR RELEVANT PILING POSITIONS. PONTOON DESIGN & ORIENTATION
SEE PILE BRACKET DRAWING FOR PILE BRACKET TO PONTOON CONNECTION DETAILS WATER UNE
F
oy 25mm THICKENING ALONG ALL
N I 111 acr
I. SIDES WITH 200 WIDE SL8
NV
LL -IL- =j In MESH STRIP UNDER ANCHOR WEB
i m
670 STANDARD OVERALL
FOR FLAT DECK PONTOONS
rr -- ------
NOTES:
II TYPICAL 30 X 120 TRANSVERSE END All concrete work to comply with AS3600. All concrete to be 50 UPo.
MAX DRY STORED BOAT DISPLACEMENTS ,'-8EAM TO B INCLUDED IN ALL FLOAT Cover to reinforcement to exposed surfaces to be 40mm minimum.
A BOAT P0. OONS 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 Al aluminium work to comply with AS1664. All welds to be 5mm CFW.
15m 3.5t 2.9t CONNECTKNJS ARE REQUIRED FLOAT A BOAT RAMP FORMED INTO PONTOON DECK All butt welds to be full penetration. Aluminium to be grade 6351-T5.
14m 3.25t 2.75t O
Surface of aluminium in contact with concrete to be coated with zinc
0 cromate primer or equivalent.
12m 3.Ot 2.5t 1. Fabrication tolerance i 5mm.
10m 2.75t 2.3t Al bolts and fittings to be 304 or 316 stainless steel.
9m 2.4t 2.1t Y12-50 Flotation to comprise of grade SL expanded polystyrene foam with
8m 2.0t 1.8t approved protective coating. The cpproved protective coating for the
7m 1.5t
PLAN VIEW' pontoon will form an impervious barrier to water & marine organisms;
1.8t and is suitable for the morire environment
6m 1.5t 1.3t - - - - - - - - - - - - - - - - -
JSP-207 Pontoons with Float-A-Boot romps to have dry stored boat fully winched
5m 0.91 15
^.0`-- MAY BE USED FOR PONTOON SIDES ONLY onto pontoon with lm clear at rear.
REQUIRING FENDERING TO BE ATTACHED
This pontoon facility has been designed to comply with all relevant
J -------- L----------------- I ------- Australian Standards. The pontoon will be stable at all times. The
pontoon has been designed so that when the specified live load is
2080 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
150-
50H 1780 r 1-450 STANDARD FREEBOARD SCALE 1 :50 ^OORINC CLEATS the pontoon does not emerge from the water, and the angle of tilt will
150 not exceed 15•.
- - - - - - - - - - - - - - - - T1--..
e MAXIMUM DESIGN LIVE DECK LOADING: 3.0 kPo.
WATER UNE ! . . . . . . J-:
PONTOONS SUITABLE FOR PROTECTED SITES ONLY.
FOAM FLOTATION 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: -( C %2 ^a I`IA+SA PONTOON CONSTRUCTION DETAILS
TRADNC AS ACN 010633119 2 INOCSTRAL AVE Q•rdno ACN 051 074 992
LAT C (G^ Qom' fL
THE t1N7RA C,mno (owl Pty Lid
Ph (07) 3369 9822 Nti^Sr
OED. AUSTRALIA 4551 lnd I. 5 Gardw poll, Witon 4064 Fax (07) 3369 9722
1-( MS SCALE. DATE- NG N0:
PHONE (07)5492 5925
P.G. Box 388. Toovong 4066. Emoit cardnoOccrdno.con.ou PROJECT: STANDARD DRAWING AS SHOWN 31 8/05 JSP-SD-100
B 1 7/6/06 EACH N16 BIM BPJS FULACED WITH 2-N12 JSP iTT FAX (07) 5492 6699 [MICKED. 1R.P.E.Q. DATE DRAWN CH ED MOMMS K
\klOf DATE AMENDMENT ISSU is ) P E C I A L I S T /667 /Z./a96 j MA MILJMrERS AJ
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original file
The download may take up to a minute.