Approved Plans OPW18-0056 · OPW18/0056

Page 2

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   NOOSA COUNCIL
   APPROVED PLAN
OPW18/0056 20 APR 2018


[OCR of page images]
 

PROPERTY BOUNDARY

STANDARD PIANO
HINGE CONNECTION
TO EXISTING JETTY:
BOLTED THROUGH
DOUBLE JOIST

 

TOP OF PILE RL 3.0m

 

CATWALK
AT HAT

 

 

 

 

 

TOP OF REVETMENT.
WALL APPROX RL 1.0

 

ON ce yeneMr WALL

 

 

 

 

 

   

__QUAY LINE

 

 

 

 

PONTOON @ HAT

  

[email protected]

! JETTY PILES

    

 

 

 

 

 

 

 

‘HAT RL 068m
“MHWS RL 0.36m

*AHD RL 0.0m LEVEL DATUM

“MLWS RL, -0.25m
“LAT RL. -0.42m

THIS DRAWING IS SUBJECT TQ COPYRIGHT AND CANNOT BE REPRODUCED IN PART OR FULL OR PASSED_ON TO A THIRD PARTY WITHOUT THE WRITTEN PERMISSION OF THE JETTY SPECIALIST

 

 

fp
-
Zs Gza
9315 83kNm Ads
R.C, INSITU PILES ae
=o ll
Og
a’
=o
PONTOON ELEVATION §25
SCALE 1:50 *
NOOSA COUNCIL
APPROVED PLAN
OPW18/0056 20 APR 2018
THE MARINA SPECIALIST sunshine coast office) (CLIENT: NT & DE MURRAY TMLE: =~ ELEVATION >
TRADING 7 ACN 010633119 re AVE F M P R FE 45 Brisbane Road Mooloolaba gu LOT 40 (17) WESLEY CRT
THE ett QLD. AUSTRALIA 4551 ENGINEERING PO Mor OE Mootle Gt A557 NOOSA HEADS SCALE: DATE: DRAWING NO:
A y— Pon foi sans | pa eRe OME] | ETT PROPOSED PONTOON & CATWALK FTO a rola PO1E fos Seo
\REY_ DATE AMENDMENT REQ = SPECIALIST 69¢o | 12-19% 10B OEE MILLIMETERS A A3)

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 3

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   NOOSA COUNCIL
   APPROVED PLAN
OPW18/0056 20 APR 2018


[OCR of page images]
 

1370
EXTERNAL SECTION A
TYPICAL ALL CATWALKS
JSP—203 1210 125

TOP CHORD / HANDRAILS | INTERNAL

USP-202
UPRIGHTS & DIAGONALS |

  
    

JSP—-205
BOTTOM CHORDS

NOTES:

* ALL FRAMING MATERIAL TO BE ALUMINIUM
* ALL ALUMINIUM WELDING IN ACCORDANCE WITH AS. 1665
* ALL S.S STEEL WELDING {N ACCORDANCE WITH AS. 1554
* ALL WELDS SHALL BE 4mm C.F.W. U.N.O.
* ALL ALUMINIUM SECTIONS TO BE GRADE 6351-T5.
* DIMENSION TOLERANCES U.N.O. SHALL BE:
FABRICATION = + 2.0 MACHINING - UP TO 10mm 40.1
> 10 10 100mm +0.2
> 100mm + 0,5
ALL ANGLES +1°

 

3mm ALUMINIUM PLATE FIXED TO FRAMING AT 250mm
CRS WITH 4mm AL. RIVETS & COVERED WITH
COMMERCIAL OUTDOOR CARPET. OR 125 X 25mm CCA
oe TREATED & DRESSED F17 HARDWOOD PLANKS FIXED

WITH 6 / 50 X 10 GAUGE STAINLESS STEEL SCREWS
EACH PLANK.

240?

STANDARD SIDE PROFILES [Ps {|

SCALE 1:100 2

 

 

91

NOTE: BENT END OPTION CAN BE
USED ON ALL SIZED CATWALKS

 

3 UPRIGHT
6

 

 

 

 

 

 

 

CATWALKS WITH TIMBER DECKING.

NOOSA COUNCIL
APPROVED PLAN
WELDED BETWEEN aL cross ueusers ror | OPW18/0056 20 APR 2018

 

 

 

 

 

 

 

 

 

(1.5kPa & 2kPa LIVE LOAD ONLY)

 

 

4

 

 

 

 

 

 

“
s\r |
4kPa <F ae

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

MAXIMUM CATWALK LENGTHS .

[IVE DECK LOAD HS. kPa 21 Sis Pa 2 |

rs UPRIGHTS | 7.5m "im “Om ‘Om t_

5 UPRIGHTS 11.0m 10.0m 9.0m 8.5m —+| 1000 7 UPRIGHT 4 |
7_UPRIGHTS 13.0m 12.2m_|_11.5m 10.5m EQUAL ;

9 UPRIGHTS 15.7m 13.9m | 12.5m 11.0m UPRIGHT ott 965
nT UPRIGHTS | _16.8m 14.7m | 12.5m 110m “1 spacing [= ye t

 

 

 

* CATWALK TO BE NO LESS THAN 5COQmm ONTO PONTOON AT MEAN LOW WATER,

* REMOVE ALL SHARP CORNERS,
BURRS é& WELD SPATIER.

* ANY CHANGES TO BE NOTEO AND RETURNED TO DRAWING OFFICE FOR REVISION

   
   
 
  
     

  

   
   
      
 
 
   

 
  

 

 

 

 

ROLLER DETAIL

 

fp |

  
 

 

 

| 9 UPRIGHT |

 

JSP-206 PIANO HINGE TUBES WELDED TO CATWALK END
LENGTH AND SPACING TO SUIT STANDARD PIANOH HING!
SEE STANDARD PIANO HINGE & LAND ANCHOR DRAWINGS

{i TUBE

 

 

 

 

 

 

 

 
     
  

 

 

 

 

 

 

 

 

 

 

 

SCALE 1:5 =
200 GAP
SL
|
JSP—002 ANGLE CROSS BEAMS (1.5kPa & 2kPo LIVE LOAD ONLY)
oe eee @ 600 CRS WITH CENTRAL LONGITUDINAL FOR TIMBER DECK OR TYPICAL BASE DETAIL
== 50 X 2 SHS CROSS BEAMS @ 400 CRS SCALE 1:100
WITH 3mm AL PLATE DECK
‘ poem HINGE TUBES
enol
ao eee= iO OX 6 FLAT BAR WELDED TO
HINGE TUBE & CATWALK END
ULL BAR
$70 NYLON ROLLER 10 CHANNEL _
SIDE OF CATWALK. 70 — PIANO HINGE DETAIL
SCALE 1:5
T PAS. WAX LENGTHS TABLE CHANGED THE MARINA SPECIALIST CUNT NT 4 be MULeTY TILE: STANDARD CATWALK CONSTRUCTION
H AB/o/1s LOADNGS ALTERED TRADING AS neh 0106331192 INDUSTRIAL AVE Gardne ex.s: 074 002 iri
§ P2/12/i3DECKING NOTES coca noi LOT Yo( 17) WieSizy
E 8/8/13 BONGTUDDALS & CROSS AALS - JSP-002 Tue CALOUNDRA Ph (07) 3369 9822 NOOSA pte ans - TE
E 11/30/07 (LOAD TABLE & NOTES ALTERED QLD, AUSTRALIA 4551 Lovel 1, 5 Gorcnar Close, Milton AG64 Fox (07) 3369 972 G NG:
D B/5/05_ [TIMBER DECKING SIZE CHANGED 0, Bor 388, Toowong 4086. Emok cordno@cordao coma | PROJECT: STANDARD DRAWING S SHOWN 12/3/03. | JSP—GW-006
© Ba AA0/04 ” 4kPa LOADING ADDED eA PHONE (07)5492 5925 : :
B_ 2277/04 JBASE RAIL & HINGE FAX (07) 5492 6699 | | CHECKED: 6 RPO. DATE: DRAWN | CH DIMENSIONS ISSUE A3
DATE SPEGTALTS T a nr TGF |27-1-il NHW MILLIMETERS J 3)

 

 

 

 

 

 

 

 

 

 

Page 4

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   NOOSA COUNCIL
   APPROVED PLAN
OPW18/0056 20 APR 2018


[OCR of page images]
 

 

 

NOOSA COUNCIL

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

APPROVED PLAN
OPW18/0056 20 APR 2018 mc
R6 HELIX |i
6 / N20 BARS — — @ 65 PITCH “WoL
FULL LENGTH A R6 HELIX oT [bed
6 / NI6 BARS [75 40mm COVER a @ 65 PITCH [4 ae
FULL LENGTH /!"}-- Woo i 4
40mm COVER ‘+7 Pedeed den 4006 HUMES [ted
ae ed ai UPVC FORMER) «Jf 1-4
ri R6 HELIX TE 315¢@ HUMES ae a
R6 HELIX med @ 65 PITCH Nt) UPVC FORMER || ry
@ 65 PITCH Ser 4 6 / N20 BARS [fot
= 4 FULL LENGTH | [yi
tobe 315@ HUMES 6 / N20 BARS firth & 3 / N20 BARS Ld
315¢@ HUMES ae UPVC FORMER \ FULL LENGTH = [iti TO 3m OF TOP it
UPVC FORMER \ |i 4 & 3 / N20 BARS +t 40mm COVER [tit
ice TO @m OF TOP \hn tt
i 40mm COVER fi) coh
Ee oI He
GRADE N32 ff GRADE N32 GRADE N32. GRADE N32 | +7
MASS CONCRETE —\ 1-1 MASS CONCRETE | MASS CONCRETE ji MASS CONCRETE | 13
TO BASE OF PILE \-77 TO BASE OF PILE TO BASE OF PILE “itty TO BASE OF PILE W771
mo t} pase
ee an a He
4 fr iH Peis
REINFORCING TO EXTEND -4 REINFORCING TO EXTEND [i-+-j/ REINFORCING TO EXTEND = |i REINFORCING TO EXTEND |}177
TO WITHIN 300 FROM itu) TO WITHIN 300 FROM ir TO WITHIN 300 FROM iret TO WITHIN 300 FROM) (i
BOTTOM OF PILES Nou BOTTOM OF PILES = “Wui-} BOTTOM OF PILES ry BOTTOM OF PILES ‘NULL
315% DECK PILE 3156 PONTOON PILE 3156 PONTOON PILE 4008 PONTOON PILE
46kNm 61kNm 83kNm 130kNm
THE MARINA SPECIALIST Card (“ A Be MURRAY MME 315 & 400 DIAMETER REINFORCED
TRUONG AS ACN 010635119 BCA ten 081 074 902 LOT Go(t7) WesLey CT CONCRETE INSITU PILE CONSTRUCTION

THE

 

 

 

QLD. AUSTRALIA 4551 Fax Fx (07) $309 6722 "3369 9722 Sos OT 0/4/99 fab Spo 04s
(67)548: OUECT: DARD Ef —-SD— .

5 RAs Bat DESCRETIONS UPOATED ie Jerk Px On 3402 0008 ET eeiyee) EET STAN Giam@ic DRAWN | CHECKED [DIMENSIONS ISSUE
EV DATE AMENDMENT REQD/ SPEc?TALIS T G "1667 [24/6/06 MA HA MILUMETERS C A3)

 

2 INDUSTRIAL AVE
CALOUNDRA.

‘Level 1, ee
P20, Box 383, Toowong

Cardia (Qkd) Pty Ltd

Ph (07) 3368 9822 NOOSA HE Ane

 

SCALE: DRAWING NO:

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 5

          -

   NOOSA COUNCIL
   APPROVED PLAN
OPW18/0056 20 APR 2018


[OCR of page images]
 

RECTANGULAR PONTOONS

 

 

 

 

 

U SHAPED PONTOON

L SHAPED PONTOON

2-89 FRP REBARS IN TOP

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

100 THICK CONCRETE DECK

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
 

 

 

 

 

 

 

 

 

 
 

 

 

 

 

   
  

 

 

   
   

 

 

OF ALL BEAM 84 FRP REBAR 200mm CRS EACH WAY
500 od 00 sao--f f= 900019 18000 4599 gqgcef Fa 8? TO 15000 74. sop UNDER DECK ies \ 25mm COVER TO EXPOSED SURFACES
' T t oS i
waeseeeseees/t | | fapeee=---]5-97-/0 |r F Nps
gpoguS gx] | » , | ge 22 82 j
gS Bs } BS RSs 4 go 48 1-208 FRP REBAR IN BOTTOM
waeecrener=-f5 | mE of osssesta-=$-[7 83 | | , 4 | OF ALL BEAMS 20 MIN. COVER
T 5
: : TYP BEAM DETAIL
os a g000 TO 10000 he | L 4 L 6s FRP UGS ~ 300 CRS" oq |_| SCALE 1:20
~ JSP—208 PERIMETER FRAME, 86 FRP REBAR
| im i 8000 To 15000 ah 00 Peete 900 EACH WAY eo tee Res
Po == SP Se 3 NOTE: ) eer =a 520mm HIN.
4 H i) 22 7 BEAMS NOT REQUIRED FOR PONTOONS eu San vv fl \
iL ol 4aL8° 8 LESS THAN 8000 IN LENGTH B82 3 RIGHT HAND oto. ae nb |
eeeechecee dt BO ee BBO 7 t F
Tt i 4 _— — T° 33 STANDARD FREEBOARD
Vay be i | FOR FLAT DECK PONTOONS }
-+————— 10100 To 1500¢ —————+ STANDARD PONTOON SHAPES & BEAM CONFIGURATIONS 7 IL a WATER LINE Se
EQUAL NOT TO SCALE
500-1 [= c SPACING _ a SEE SITE & LAYOUT PLAN FOR RELEVANT PILING POSITIONS, PONTOON DESIGN & ORIENTATION ae Lye 50 TYP
] ] | ] | ft SEE PILE BRACKET DRAWING FOR PILE BRACKET TO PONTOON CONNECTION DETAILS 150 CRS EACH WAY
FO Ae ee 8 1-208 FRP CORNER BAR / 1-206 FRP REBAR
tl a q W] 22 AT ANY BEAM INTERSECTIONS LAP ANY JOl
be ee tee tle ee 3 TYPICAL 300 X 120 TRANSVERSE END 800mm NIN.
See t a TO BE INCLUDED IN ALL FLOAT PROVIDE 500 X 500 X 208 FRP CORNER NOTES:
§ A BOAT PONTOONS BARS TO ALL BEAM | All concrete work to comply with AS3600. Ail concrete to be 50 MPa.
Cover to reinforcement to exposed surfaces to be 25mm minimum. Al
SS —————SSSEEEES =| ere te be minimum of 8mm FRP bars at 150mm centres in each
direction U.N.O. -
iN 109 S.S BARS @ 200 CRS EACH SIDE OF RAMP LAPPING 400mm AN Bé bar laps to be 320mm.
MAX DRY STORED BOAT DISPLACEMENTS ! AST Le aa aes _ Ue pcthed cm ° Alt 200 bor laps to be 800mm.
> { ROUND INDIVIDUALLY BENT TO S' 4
fe aoe ee ee Gee pets Al aluminium work to comply with AS1684, Al welds to be 5mm CFW.
. ‘ t . C - All butt welds to be fulf penetration Atuminium & Pe grade B55 -15.
. hon | ; =
15m 3.5t Dat ; t . eae : — —— ct with concrete to coated with zinc
14m 3.25t 2.75 ISP-208 i il! FLOAT A BOAT] RAMP FORMED INTO PONTOON DECK Fabrication tolerance £ 5mm.
t FOR PONTOON SIDES WHERE ANY PILE { | Bevan All bolts and fittings to be 304 or 316 stoinless steel.
12m 3.0 25 BRACKETS, ACCESSORIES AND OR PONTOON = df |) | 89 FRE|REBAR 200mm:CRS EACH WAY ' .
10m 2.75t 2,3t CONNECTIONS ARE REQUIRED & i t t Flotation to comprise of grade SL expanded polyslyrene foam with
T approved protective coating. The approved protective ceating for the
gm 2.4t 2.1t | t XTRA 4 / 8@ FAP REBAR pentoon wil form an impervious barrier to woter & marine organisms; and®
&m 2.0t 1.8 , if! \ PLAN VIEW is suitable for the marine environment. 7
i
7m 1.8t 1.5t rh ‘ AM! i
Sm 1.5t 1.3 NOOSA COUNCIL J SS Se =} 4------ a fete pontoon ane ‘ = ramps to have dry stored boot fully winched
om 1,0 0.9t APPROVED PLAN* This pontoon facility has been designed to comply with all relevant S
Australian Standards. The pontoon will be stable at all times. The pontoon
OPW18/0056 20 APR 2018 has been designed so that when the specified stability live foad is
—770 STANDARD OVERALL (<éwsé‘<iéd I ee ee ~~ ~~ ~~ ~~ ~~ = = ~~ > distributed over half the width of the pontoon and over the walkway, there
\ = is not tess than 75mm of reserve freeboard; the bottom corner of the
2080 450 STANDARD FREEBOARD FLOAT A BOAT RAMP OPTION pontoon does not emerge from the water, and the angle of tilt will not
. exceed 15°,
a 1780 150 FAB PONTOONS SCALE 1:50 OORING. CLEATS
7 pis 1 | oe wut? —_ MAXIMUM DESIGN LIVE DECK LOADING: 3.0 kPa. (Structural & floatation)
“RAMP, — i a = 1.5 kPa (Stability unrestricted access) 7
WATER LINE [ | ol 2.0 kPa (Stability restricted access) en
eee - - o ape ew Pe STU I TT ro)
150 FOAM FLOTATION UNIT Sf PONTOONS SUITABLE FOR PROTECTED SITES ONLY. z
FOAM FLOTATION UNIT piue Teer MAXIMUM WAVE HEIGHT: 300mm. z
BOAT WAKE: 500mm, 5
RAMP END VIEW FRONT ELEVATION MAXIMUM WIND VELOCITY: 41 m/s. 2
THE MARINA SPECIALIST sunshine coast office) (CEN: NT + 5< wwekiy MME: PONTOON CONSTRUCTION DETAILS ——)
THONG AS ACN OLOBISI19 2 INDUSTRIAL AVE EM PER E. cststanetont tects Ut yo() Wiley & FRP CONCRETE REINFORCING
THE CALOUNDRA TOT $477 6437 F:.07 5444 4216
QLO. AUSTRALIA 4551 ENGINEERING PO Box 102 Mouluciaba Qh 4557 Nose He ans SCALE: DATE: RAWING NO:
Gene PHONE (07)5492 5925 AGH F12761G10 ABH 21112741910 sininsGenrleercnetnccomay PROJECT: STANDARD DRAWING AS SHOWN 28/7/16 _| JSP-SD-212
B 21/81/16) DETAILS. WS. FAX (07) 5492 6699 DRAWN CHECKED |DIMENSIONS A3
XNO]_ DATE AMENDMENT 1SSU ope GTALIS T MA MILLIMETERS B y