Approved Plans · OPW11/0121

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VESSEL

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    

  

 

 

 

 

 

 

 

 

 

 

 

  

 

 

   

 

 

 

 

 

 

 

 

    
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
 

 

 

 

 

 

 

 

 

 

 

 

10. GENERAL NOTES 3.0. CONCRETE

if The works that are the subject of these plans are structurally adequate for anticipated usage as detailed and 31 All concrete work to comply with AS3600. W E T B F R T H E D
certified on these plans. 32 Pontoon concrete strength to be SOMPa with 80mm slump UN.O.

12. All structures depicted have been designed to comply with relevant regulations as set by the local authority, 33. Pile concrete 40 MPa & Abutment Block concrete 32 MPa.

Queensland Transport and the Prescribed Tidal Work Code (Schedule 4A of the Coastal Protection & 3.4. Minimum caver to fhe reinforcement - 40mm UNO. MAXIMUM VESSEL LENGTH - 7.0m
Management Regulation 2003) _

13. All structures depicted herein have been designed in accordance with Australian Standards AS1170.1 4.0, ALUMINIUM MAXIMUM VESSEL BEAM - 2.6m
(structural design actions) AS1170.2 lwind loads) AS 1664.1 (Alum structures} AS1720.1 (Fimber structures} 41. All aluminium to comply with AS1664 and to be (minimum) Grade 6063 TS UNO. MAXIMUM VESSEL MASS - 2,500 Kg
AS2159 (piling) AS3600 (concrete structures} AS3962 (design of marinas) AS4100 (steel structures}. Relevant 4.2 Butt welds, where specified, to have full penetration
local covenants, where applicable, have been considered in the design. 4.3. Surfaces between aluminium and concrete separated by bituminous membrane.

14. Anchorage piles where applicable have heen designed assuming independence from any adjacent revetment
structures. 5.0. FLOATATION

15. Max water level used in the design of any piles shown in the structure is h.a.t. under normal in-service 5.4 Design stability load applied across half the width of the floating pontoon and on the entire gangway
conditions. The piles have not been designed for Q100 flood conditions in excess of h.a.t. nor scour of the soit will produce a maximum tilt aot exceeding 15 degrees and will not cause any corner to emerge from the
around the base of the piles. water. The minimum freeboard under such loading will nof be less than 75mm at any point on the

16. Where applicable, the existing revetment wall appears (to the best extent that could be reasonably determined pontoon. |
via non-destructive inspection) to be adequate for typical service loads (such as live, dead and impact) that may 5.2 Polystyrene SL grade foam to be encased in high density polyethylene membrane fully welded at the
be imposed by the proposed gangway/abutment connection. corners and joins to form a complete seal impervious to marine organisms known to attach to such

47 The following design parameters form the basis for the design of the structure/s depicted herein ~ structures under typical conditions.

17a (Pontoon & Gangway/ Single user piled Structure Design Live Load - 15 kPa '
176 {Pontoon & Gangway/ Multiple user piled Structure Design Live Load - 2.0 kPa 6.0. TIMBER . . _
Le (Deck or Jetty} Single user piled Structure Design Live Load - 2.0 kPa 6.8 All timber work to comply with AS 1720.1 to be minimum F17 hardwood. ;
17d (Deck or Jetty) Multiple user piled Structure Design Live Load - 3.0 kPa 6.2 All bolted Hmber connections, where specified, to be galvanized for stainless steel equivalent}.
17e Design Wave height - 0.3m
17F Design ultimate wind velocity - 36 m/s 7.0 FIXINGS é FINISHINGS |
179 Max stream velocity (2% exceedance probability) 0.5m/s maximum 7.1. All fixings to be 316 Grade Stainless Steel UN.O.
17h Anchorage, Mooring, Boardwalk or Jetty {where applicable) to be installed in accordance with AS2159
to ensure the following minimum (working/ design loads are achieved (Unless Noted Otherwise/ : IT 1S THE OWNERS RESPONSIBILITY TO ENSURE THAT ANY
Bearing Capacity - 3.0 tonnes. VESSEL BERTHED DOES NOT EXCEED THESE MAXIMUMS
Lateral Capacity ~ 2.0 tonnes.
DO NOT SCALE DRAWINGS.
20, STEEL
21° All steelwork to comply with AS4100. All welds ta be 6mm continuous fillet welds U.N.O.
22. All steel exposed to be hot dipped galvanized with coating mass not less than 600g/sq.m.
23. Stainless steel restraint cables to be min 8mm diam, Grade 316 and in accordance with AS 2837 where
applicable.
22195
5000 1195
TOP OE RIE. BL A238 AHO eee A PAN EXISTING 10.0m x 1.32m HINGED GANGWAY NEW 6.0m x 132m FIXED GANGWAY i
f-—— $315 INSITU [
CONCRETE PILES. —=>
NEW 5.0m x 3.0m ELITE ° VIN
| SERIES PONTOON f “| -
= L—
| EXISTING CONCRETE
z | ABUTMENT BLOCK
5 i
a \
= i!
a
1
La
SUNSHINE COAST REGIONAL COUNCIL
1! APPROVED
[|
1 | 5 tl opw 110121 74 MAY 20u1
It 2 a ti
i I 1 28 }
22 4 ae ty
2S |! ea
ae 11 tt
— 5 tl ! | THE WORKS THAT ARE THE SUBJECT OF THESE PLANS
| | s— Ft ELEVATION ARE STRUCTURALLY ADEQUATE FOR ANTICIPATED USAGE
It ptt eee eh kd
J | SCALE 1: 100 AS DETAILED AND CERTIFIED ON THESE PLANS.
(0 ~\ (PRouCT > >)
Nov) DATE | REVISION ATLAS MARINE INTERNATIONAL SUPERIOR’ oaTe PROJECT PROPOSED REPLACEMENT PONTOON AND GANGWAY CERTIFIED
TRADING AS : . 10/02/11 ore. re ELEVATION & GENERAL NOTES MARK WICHLINSKI
SUPERIOR JETTIES je tties TENT
ORAWING NO: SUN LAGOON RESORT CONSULTING ENG.
ADORESS
we INTERNATIONAL PTY, LTO. Mail Address: P.O. Box 920 Nerang 421f 6 { 3 2 - D 0 2 4 QUAMBY PLACE 0
‘NO PART OF THIS DOCUMENT MAY BE COPIED, ,
REPRODUCED, STORED IN A RETRIEVABLE SYSTEM REVISION NO: NOOSA HEADS WW
IN ANY FORM, OR TRANSHITTEO BY ANY HEANS Ph: (07) 5594 8200 A
WITHOUT PRIOR WRITTEN PERMISSION OF Fax: (0715996 8222 DRAWN BY] DESIGNED | PAPER SIZE SCALE FILE NAME .
ATLAS HARINE INTERNATIONAL PTY, LTD. Enait [email protected] vec. | mw. | AZ AS SHOWN RPEQ: 1643 JJ
\ rs a ey, a ns eae anneal ARRAN oman

 

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No:

DATE

REVISION

  

  
  

 

 

5000

 

 

 

 

 

 

3000

 

(250mm Crs}

 

 

 

 

 

 

 

 

BEHIND PILE BRACKETS

1000 Crs. Max. ——~} oo

|

i | | PROVIDE EXTRA FRAME TIES
nn
Wy

M12 S/S TIE BOLTS - 200 LONG,
TO FULL PERIMETER OF FRAME @ 1000mm Crs.
r- TIE REINFORCING FABRIC TO BOLTS.

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PR i
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|

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I

PROVIDE EXTRA FRAME TIES ———-r-—=—4
BEHIND PILE BRACKETS. {|
(250mm Crs) «|

STRENGTHENING BEAM. T— 200

 

 

 

 

 

 

ALUMINIUM
PONTOON

|

r-- M12 S/S TIE BOLTS - 200 LONG TO FULL
PERIMETER OF FRAME @ 1000mm Crs.
TIE OR WELD FABRIC TO BOLTS

PLAN

SCALE 1: 30

-— RF 82 FABRIC.

40 mPa CONCRETE DECK.
! SOmm TOP COVER

 

 

 

 

=

 

125

 

250

|

sls |

LONGITUDINAL
STRENGTHENING BEAM

2 ONLY N16 BARS
FULL LENGTH OF BEAM

=<

5175

 

 

 

 

 

SUNSHINE COAST REGIONAL COUNCIL

 

 

    

  

 

 

 

 

  
    
 

   

 

 

 

 

| APPROVED
Lea cass POLYSTYRENE WRAPPED IN OPW 110124 11 MAY 201
1.6mm POLYETHYLENE EXTERNAL SKIN
WITH CONTINUOUSLY WELDED JOINTS
I 3000
SCALE 1:20
are ») (PRCT PROPOSED PONTOON \ ( cerripieo
ATLAS MARINE INTERNATIONAL 2
Thane as ¢ 2 Su PER OR’ 1110/06/10 bea nite PONTOON CONSTRUCTION DETAILS MARK WICHLINSK(I
UPERIOR JETT!
s JETTIES jetties saaWNGWE cuENT JOHN SYMONS aes E F
OBRESS ‘
sa Ot crue pry, ut0 Mail Address: P.0. Box 920 Nerang 421t 5960-003 4 2/23 VAGGELAS COURT RK Oo] Hh 0 a
ira ste mance Ton Ph: (01) 5594 8200 REVISION No: BIGGERA WATERS \ | ys WA \
WITHOUT PRIOR WRITTEN PERMISSION OF Fax: {0215596 6222 DRAWN BY\ DESIGNED | PAPER SIZE} SCALE FILENAME

ATLAS MARINE INTERNATIONAL PTY, LTO.

Enait: info@superior jetties.com

 

  

 

 

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Page 4

 

 

No:

  

1333 OVERALL LENGTH

DATE

 

  
  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
  
   

 
     
 

 

 

 

 

 

 

 

 

 

 

  
  
  
  

 

 

 

 

 

 

Oe ea aera gee aaa es saeeimieneeas
POSTS & LACINGS. 50 x 50 x 3.0 520
ALUMINIUM SHS. wer r
\
™,
L— 75
é \ NX 50 x50 x3.0SHS——+] V4
& fo x & BUSHED TUBE HINGE ALUMINIUM POSTS. To ;
12 R62
S q fa PP | |
t |
50 x 4 BUSHED TUBE HINGE STUB PILE AND HEADSTOCK |
5 100
6000 | ] 1 |
ELEVATION 50 x 50 x 2.5 ALUMINIUM 50 x 50 x 20 SHS
———— BOX CROSSMEMBERS CFW TO 66 —~| xn
SCALE 1: 40 100 x 60 x 25 TRUSS BOTTOM L__ ALUMINIUM POSTS.
CHORD @ 400mm CENTRES
SUPPLY $20 S/S HING PIN. 100 x 50 x 3.0 RHS END MEMBERS. DETAIL 2 DETAIL 1
(OVERALL LENGTH TO BE 1550mm} 100 x 60 x 2.5 RHS. (1 LEG} SCALE 1:5 SCALE 1:5
I Z
WT VW TT
wo i i if
zi Hoyt
- Hoo N
6 i i i (
2 Nl i if lL
= Hoh
© i HW i \
in i TOP CHORD
‘ |
— 2.5mm ALUMINIUM PLATE DECK 50 x 50x25 ————,
WITH MARINE GRADE CARPET. SHS CROSSMEMBERS O
[-——-— POSTS AND LACINGS
PLAN S50 x 50 x 3.0
SEAN ALUMINIUM SHS
SCALE 1: 40
900 1200
2.5mm ALUM. SHEET DECKING
WITH CARPET GLUED TO ToP.
BOTTOM CHORD
100 x 60 x 2.5 ALUMINIUM RHS.
wh
SUNSHINE COAST REGIONAL COUNCIL
pe yay CROSSMEMBERS
APPROVED 50 x 50 x 2.5 ALUMINIUM SHS
1320
opw 110121 11 MAY 2011
SECTION A-A
SCALE 1: 20
REVISION (oare >) (7087 peopOseD PONTOON ) (CERTIFIED
ATLAS MARINE INTERNATIONAL >
TRADING AS C Ss U PERI OR 10/06/10 ora. rite FIXED GANGWAY CONSTRUCTION DETAILS MARK WICHLINSKI
SUPERIOR JETTIES jetties CENT
DRAWING NO: JOHN SYMONS CONSULTING ENG.
ADDRESS:
aoe nana eau TONAL PTY, 70 Mail Address: P.0.Box 920 Nerang 4211 5960-D04 2/23 VAGGELAS COURT fa \ I. () ;
NO PART OF THIS DOCUMENT MAY QE COPIED, f }
REPRODUCED, STORED IN A RETRIEVAGLE SYSTEM REVISION NO: BIGGERA WATERS } (mM
iN ANY FORM, OR TRANSHITTED BY ANY MEANS — | -| Ph: {071 5596 8200
WITHOUT PRIOR WRITTEN PERMISSION OF Fax: {07} 599% 8222 DRAWN BY] DESIGNED | PAPER SIZE | SCALE FILE NAME
ATLAS MARINE INTERNATIONAL PTY, LTD. Enait: info@superior jetties.com J \ 96.6. | A3 AS SHOWN RPEQ: 1643

 

 

 

 

 

 

 

Page 5

  
 

 

 

 

 

 

7 i 650 STOCK.

 

 

 

 

 

 

 

 

 

   
  

 

 

 

 

 

 

 

 

 

 

  
  

| —
100x50x30R3— | 100 aa
|g _. >
: FL Eto pe cew 7 ji M16 BOLTS.
a | 160 we 160
" J 50 <I | |
j K
END 320 \—M16 BOLT / )— M16 BOLT
PILE COLLAR.
| ELEVATION

Jem PL. ROLLED.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

50 [ 5552]: jprsnss
| . Va
a 1
| PLAN 80 x 50 x 30 RHS BRACES A ma
i | Te
PILE COLLAR 7, M16 BOLTS
ALL BOLTS M12 (U.N.0.] Ne
L <)> SUPPORT CUFF TO
1330 HEAD STOCK FIXING
fo oe 180 1h. 4p L— 9315 PILE—+ BRACE
35 K
tf [Tr | | ASSEMBLED HEADSTOCK
Pe op Pe 320 qs
10 160 = . co
| -e- -o 2 > | [+ mary epee “P- 100 |,
\ r ~ —"
END 1350 100 ELEVATION END
100 x 50 x 6 PFC's
ELEVATION 34
163 90
Foe ot be 50 r NS
. _ SUNSHINE COAST REGIONAL COUNCIL
Pe nal TS 50 Td 320 pou ff 83 APPROVED
40PL CFW TO PFC’S a OPW iT ot) 11 MAY 2011
PLAN 10mm PL. ROLLED.
HEAD STOCK | pray
——A—T—s SUPPORT CUFF

 

(aare, (PROECT PROPOSED REPLACEMENT PONTOON AND GANGWAY CERTIFIED
ATLAS MARINE INTERNATIONAL a \
TRADING AS ¢ 2) Ss UPERIOR 10/02/11 ore. re HEADSTOCK CONSTRUCTION DETAIL MARK WICHLINSKI
ca

SUPERIOR JETTIES je ttres ae ET 5 Wy LAGOON RESORT

Na: DATE REVISION

 

 

COPYRIGHT © 2011 . - ADDRESS

ATLAS at © INTERNATIONAL PTY, LTO. Mail Address: P.O. Box 920 Nerang 42{t 6 { 3 2 D 0 5 1 QUAMBY PLACE
NO PART OF THIS DOCUMENT MAY BE COPIED,

REPRODUCED, STORED IN A RETRIEVABLE SYSTEM REVISION NO: NOOSA HEADS
'N ANY FORH, OR TRANSMITTED BY ANY MEANS Phe {07} 5594 8200
WITHOUT PRIOR WRITTEN PERMISSION OF Fax: (07) 5596 8222 DRAWN BY DESIGNED | PAPER SIZE | SCALE LE WAM
ATLAS MARINE INTERNATIONAL PTY, LTD. Enait: info@superior jetties.com 06.6. | Mw. AZ AS SHOWN