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Development Application part 2 of 2 Plans - OPW12/0590
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Page 2
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THE MARINA SPECIAUST CUOO: KALEDGE PlY LTD nn.E: SITE PlAN, LAYOUT AND
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SECTION’ A STANDARD SIDE PROFILES I.,- I
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ALl S.S STEEl WELDING IN ACCORDANCE WITH A.S. 1554
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All ALUMINIUM SECTIONS TO BE GRADE 6351-15. 7 UPRIGHTS ,13m 12.2m 11.5m 10.5m
I DIMENSION TOl..ERANCES U.N.O. SHALL BE:
FABRICATION -
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> 10 TO l00mm :1:0.2
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~~IGHT ..I
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JSP-206 PIANO HINGE TUBES WELDED TO CATWAlK END
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LENGTH AND SPAONG TO SUIT STANDARD PlANOH
ROLLER DETAIL SEE STANDARD ,PIANO HINGE &; LAND ANCHOR
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THE MARINA, SPECIAUST CLIENT: kfl L ~~t- P’TY l-r!> nn.E: STANDARD CATWALK CONSTRUCTION
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ACN 010633119 2 INDUSTRIAl.. AVE
CALOUNDRA
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ACN: 051074992
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DAD TABLE & NOTES ALTERED OLD. AUSTRALIA 4551 ,~oSA (’JrJ (Vf’)1 ,
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Level I, 5 CanIntf Close, Milon 4064 Fox (07) JJ69 9722
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!.lBER DECKING SIZE CHANGED
4kPo LOADING ADDED
E RAIL ’" HINGE S NS CHANGED
AM~Dt.lENT
J ~r;:;:;JfrTill
_____ET’"t"’’"t’ J
SPECIALIST
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PHONE (07)5492 5925
FAX (07) 5492 6699
P.O. Box 388, Toowoog 4066.
0iE~IR;3~7 I:DATE:
VfJo.07/
Emoil: con:lnoOcon:lno.com.OL ’PROJECT: STANDARD DRAWING
\..
AS SHOWN
DRAWN
NHW I C~ED
DIMENSIONS
MILUMETERS
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1370
UPRIGHTS & DIAGONALS
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SECTION A
TYPICAL ALL CATWALKS
SCALE 1:25
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TREATED & DRESSED F17 HARDWOOD PLANKS FIXED
WITH 6 / 50 X 10 GAUGE STAINLESS STEEL SCREWS
EACH PLANK. *
TO 6mm PLATE TO EACH ga0 710 * FOR UNRESTRICTED ACCESS. (ALL SITUATIONS OTHER
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/ 4 USE 125 X 35 F17 CCA TREATED HARDWOOD PLANKS
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BOTTOM CHORD / BASERAILS X ol
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| |
OPTIONAL FOR MARINAS
: JSP-202 RHS SERVICES
BRACKET WELDED UNDER CROSS
60 X 40 x 2 RHS LONGITUDINALS
WELDED BETWEEN ALL CROSS MEMBERS
FOR CATWALKS WITH TIMBER DECKING
3mm ALUMINIUM PLATE FIXED TO FRAMING AT 250mm
COMMERCIAL OUTDOOR CARPET. OR 125 X 25mm CCA
STANDARD SIDE PROFILES
SCALE 1:100
NOTE: BENT END OPTION CAN BE
USED ON ALL SIZED CATWALKS
.000°¥
BEAMS © 1800 CRS Omy a
3 x
- °o \ op Vs
NOTES: MAXIMUM CATWALK LENGTHS a TNL
SAL. FRAMING: MATERUL: TOBE: ALARA LIVE DECK LOAD|1.5 kPa 2kPa 3kPa 4kPa 1000 7 UPRIGH dl
* ALL ALUMINIUM WELDING IN ACCORDANCE WITH AS. 1665 3_UPRIGHTS 7.5m 6.5m 6.0m 5.0m [1
LEM came 5 UPRIGHTS 11m 10.0m 9m 8.5m EU. ae ; 5
* ALL ALUMINIUM SECTIONS TO BE GRADE 6351-15. 7_UPRIGHTS 13m 12.2m 11.5m 10.5m t Vt te f
* DIMENSION TOLERANCES U.N.O. SHALL BE: | t t t t tt
FABRICATION - + 2.0 MACHINING ~ UP TO 10mm +0.1 9 UPRIGHTS 15m 13.9m 12.5m 11.5m - SPACING
10 TO 100mm +0.2 2
> Comm oe 11 UPRIGHTS 17m 16.0m 14.5m 13.0m a .
ALL ANGLES +1°
* CATWALK TO BE NO LESS THAN 500mm ONTO PONTOON AT MEAN LOW WATER. | go UPRIGHT |
* REMOVE ALL SHARP CORNERS, I 4S OM 1
BURRS & WELD SPATTER.
* ANY CHANGES TO BE NOTED AND RETURNED TO DRAWING OFFICE FOR REVISION Fe ee ee ee aa ee
ROLLER DETAIL SEE STANDARD PANO HINGE & LAND ANCHOR DRAWINGS 9 - TUBE
; SCALE 1:5 / ff
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f =
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ids em HINGE TUBES
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100 |\._70 NYLON ROLLER TO el, CHANNEL s4
127, EACH SIDE OF CATWALK. 70 PIANO HINGE DETAIL
SCALE 1:5
JHE MARINA. SPECIALIST d ) (CueNt: KALEBCE PTY UTS Tm: STANDARD CATWALK CONSTRUCTION
TRADING AS ACN 010633119 2 INDUSTRIAL AVE CSardne wxosi ons tot 2(5) Noacé Riek DR
E 11/10/07 LOAD TABLE & NOTES ALTERED ENG ae OUD. AUSTRALA 4551 | |reval 1, 5 Gorter tne a Aad nod Neo sa Nok Stone SCALE: DATE: DRAWING NO:
p BAe en Bee Se CHANGED Hse Fae PHONE (07)5492 5925 | |P2- Bax 388, Toowong 4066. Email: [email protected] |-PROJECT: STANDARD DRAWING AS SHOWN 12/3/03 | JSP—GW-006
B_ 22/7/04 [BASE RAL & HINGE SECTIONS CHANGED USP. FAX (07) 5492 6699 OE Milo ee DATE: DRAWN | CHI DIMENSIONS ISSUE A3
(REY DATE ‘AMENDMENT REC SPECITALIST : S067 24/07 } NHW ae MILLIMETERS E 1d}
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THONG AS ACN 0106331182 INDUSTRIAL AVE Coreen (ond Pt ” | ieT 2(s) Noosa LIVEZ ag CONCRETE INSITU PILE CONSTRUCTION
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Ph (07) 3389 9822
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FAX (07) 8492 6699 | | CHECKED, LZ, , REE DATE: DRAWN hp ED [DIMENSIONS ISSUE
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ACN 010633119 <:_Dcardno C8Idno (Old)Ply Ltd
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EXTRA ROLLER BRACKET BOLTS ADDED ENG Level I, 5 Gordner Close, Milton 4064 fox (07) 3369 9722
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PILE WALL
* ALL ALUMINIUM WORK TO COMPLY WITH AS1664.
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* PLATE ALUMINIUM TO BE GRADE 5083.
* ALL ALUMINIUM WELDING IN ACCORDANCE WITH AS. 1665
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THINNER MATERIAL.
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* ALL STAINLESS STEEL INCLUDING BOLTS, NUTS WASHERS SHALL
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* ALL WELDING SHALL BE IN ACCORDANCE WITH 1554.
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OF DURALAC OR
SURFACES.
LANOCOTE APPLIED TO ALL CONTACTING
* DIMENSION TOLERANCES U.N.O. SHALL BE:
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> 10 TO 100mm +0.2
> 100mm + 0.5
ALL ANGLES +1°
HIS DRAWING IS SUBJECT TO COPYRIGHT AND CANNOT BE REPRODUCED IN PART OR FULL OR PASSED ON TO A THIRD PARTY WITHOUT THE WRITTEN PERMISSION OF THE JETTY SPECIALIST
PLAN VIEW * REMOVE ALL SHARP CORNERS, BURRS & WELD SPATTER.
SAE: II0 ULTIMATE LOAD CAPACITY = 65kN
THE MARINA SPECIALIST cuent: KALESGE PTY Ero TNE: PILE BRACKET CONSTRUCTION TO SUIT
Cardno
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DATE AMENDMENT ISSuE/ PeeotaAtrst mL |/067 | 27-10-09 SYSTEM 2006 MA &. MILLIMETRES gE |A3)
Page 7
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and is suitable for the marine environment.
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’-lAY BE USED FOR PONTOON SIDES ONLY ,..,
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lRAIllNG
THE
ACN 010633119 2 INDUSTRIAl. AVE
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AeN: 051074 992
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CHECKED: R.P.E.Q.
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J SEE PILE BRACKET DRAWING FOR PILE BRACKET TO PONTOON CONNECTION DETAILS -..- LWATERUINE /} 0 0. f z
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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
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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
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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
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{ 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