Council archive · source document
Development Application Part 2 of 2 - Plans · OPW11/0121
Plans and drawings: the text below has words only, no drawings.
SCRC CORRESPONDENCE
Place Barcode here f 1 1 ^ PI
S0047813
11 u
THIS IS THE NEXT PART OF A
MULTIPLE PART RECORD
Part ^ OfL
Application number:
C \Documents and Servings\eje\Desktop\)dulti Part Record Cover Sheet NEXT PART (3) doc
aveiooment Counter
0 6 APR 2011
Marooc rydore
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalFull text of the other 5 pages
Page 2
NEW 0315 INSITU
CONCRETE PILES
NEW REPLACEMENT PONTOON I
EXISTING GANGWAY ADJACENT TO EXISTING
CONCRETE PATH
NEW FIXED GANGWAY
REUSE EXISTING CONCRETE
ABUTMENT BLOCK
WET BERTHED VESSEL
MAXIMUM VESSEL LENGTH - 7.Om
MAXIMUM VESSEL BEAM - 2.6m
MAXIMUM VESSEL MASS - 2,500 Kg
DATE PROJECT
No DATE REVISION
ATLAS MARINE INTERNATIONAL PROPOSED REPLACEMENT PONTOON AND GANGWAY CERTIFIED
TRADING AS
SUPERIOR' 10/02/11 'DRG nnE SITE PLAN SHOWING GENERAL ARRANGEMENT
SUPERIOR JETTIES ojetties aIENr
MARK WICHLINSKI-
SUN LAGOON RESORT CON TING EjNG.
COPYRIGHT© 2011
ATLAS MARINE INTERNATIONAL PTY, LID Hail Address: P.D. Box 920 Nerang 4211 6132-DO1 ADDRESS
1QUAMBY PLACE
NO PART OF THIS DOCUMENT MAY BE COPIED,
REPRODUCED. STORED IN A RETRIEVABLE SYSTEM NOOSA HEADS ^^I IVY
IN ANY FORM, OR TRANSMITTED BY ANY MEANS PA (07) 559H 8200
WITHOUT PRIOR WRITTEN PERMISSION Of Fu: 1`0715594 8222 AWNB1 iY'chl^ l"!", "Alf RL Na M.`
ATLAS MARINE INTERNATIONAL PTY, LTD E". lofos9superIorler lres.rom DGC -4 A3 11.250 RPEQ: 1643
Page 3
1.0. GENERAL NOTES 3.0. CONCRETE
1.1 The works that are the subject of these plans are structurally adequate for anticipated usage as detailed and
certified on these plans.
31. All concrete work to comply with AS3600.
3.2 Pontoon concrete strength to be 50MPa with 80mm slump UNO.
WET BERTHED VESSEL
12 All structures depicted have been designed to comply with relevant regulations as set by the local authority, 3.3. 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 cover to the reinforcement - 40mm UN0 MAXIMUM VESSEL LENGTH - 7.Om
Management Regulation 20031
1.3. 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 (wind loads) AS1664.1(Alum structures) AS1720. 1 [timber structures) 4.1. All aluminium to comply with AS1664 and to be (minimum) Grade 6063 T5 UN.O. MAXIMUM VESSEL MASS - 2,500 Kg
A52159 (piling) AS3600 (concrete structures) A53962 (design of marinas) AS4 100 (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.
1.4. Anchorage piles where applicable have been designed assuming independence from any adjacent revetment
structures. 5.0. FLOATATION
1.5. Max water level used in the design of any piles shown in the structure is h.a.t. under normal in-service 5.1 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 0100 flood conditions in excess of h.a.t. nor scour of the soil will produce a maximum tilt not 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 not be less than 75mm at any point on the
1.6. 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
17 The following design parameters form the basis for the design of the structure/s depicted herein - structures under typical conditions.
1. 7a (Pon t oon & G angway ) Singl e user p il ed S truc ture D es ign L i ve Loa d - 15 kPa
1.7b (Pontoon & Gangway) Multiple user piled Structure Design Live Load - 2 . 0 kPa 6.0. TIMBER
1.7c (Deck or Jetty) Single user piled Structure Design Live Load - 2.0 kPa 6. t All timber work to comply with AS 1720.1 to be minimum F17 hardwood.
1.7d (Deck or Jetty) Multiple user piled Structure Design Live Load - 3.0 kPa 6.2. All bolted timber connections, where specified, to be galvanized (or stainless steel equivalent)
1.7e Design Wave height - 0.3 m
1. 7f Design ultimate wind velocity - 36 m/s 7.0. FIXINGS & FINISHINGS
1.7g Max stream velocity (2X exceedance probability) 0.Sm/s maximum 71. All fixings to be 316 Grade Stainless Steel U.N.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 IS 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 DRA WINGS.
2.0. STEEL
2.1. All steelwork to comply with AS4 100. All welds to be 6mm continuous fillet welds U.N.O.
2.2. All steel exposed to be hot dipped galvanized with coating mass not less than 600g/sq.m.
2.3. Stainless steel restraint cables to be min 8mm diam, Grade 316 and in accordance with AS 2837 where
applicable.
22195
5000 17195
N r NEW 6.Om x 1 32m FIXED GANGWAY
0315 INSITU
CONCRETE PILES.
NEW 5.Om x 3.Om ELITE
r SERIES PONTOON
_MHW LS:2 AHQ.-_y _------ '"------ EXISTING CONCRETE
rr Oii _U ZZ ABUTMENT BLOCK
.................. HP.. R(. A........ x. n
----------
M. rLW RLJ43AN2- --------------------
Ho .......... 'I-T---------------------J
THE WORKS THAT ARE THE SUBJECT OF THESE PLANS
UJ
ELEVA TION ARE STRUCTURALLY ADEQUATE FOR ANTICIPATED USAGE
SCALE 1: 100 AS DETAILED AND CERTIFIED ON THESE PLANS.
No REVISION UA It. PROJECT
DA TE
ATLAS MARINE INTERNATIONAL PROPOSED REPLACEMENT PONTOON AND GANGWAY
1RADRUi AS
SUPERIOR` 10/02/11 L196 rITLE ELEVATION & GENERAL NOTES
SUPERIOR JETTIES
COjetties SUN LAGOON RESORT
COPYRIGHT(E) 2011
ATLAS MARINE INTERNATIONAL PTY, LTD Hail Address: P.O. Box 920 Nerang 4211 6132-DO2 1 QUAMBY PLACE
NO PART OF THIS DOCUMENT KAY BE COPED.
REPRODUCED. STORED N A RETRIEVABLE SYSTEM NOOSA HEADS
N ANY FORM, DR TRANSMITTED BY ANY MEANS PA: i977 5S94 VO
WITHOUT PRIOR WRITTEN PERMISSION OF Ear I911S59sa772 AWN5^ I,,, I ZE SAL
ATLAS MARNE NTERNATNNAL PTY, LTD. fS : nfops0perior1ethhesraE DG(, M A3 AS SHOWN
Page 4
5000
Ar
: = : = : -L7^:
1000 Crs. Max.
PROVIDE EXTRA FRAME TIES -- r '
BEHIND PILE BRACKETS.
(250mm Crs)
PROVIDE EXTRA FRAME TIES
BEHIND PILE BRACKETS
I 1250mm Crs)
- - - - - - - - - - - - - - - - - - - -
-I^
LONGITUDINAL
STRENGTHENING BEAM. 1+- 200
ii
M12 S/S TIE BOLTS - 200 LONG.
TO FULL PERIMETER OF FRAME @ 1000mm Crs.
r TIE REINFORCING FABRIC TO BOLTS.
I
PLAN
SCALE 1:30
ALUMINIUM
PONTOON
FRAME FM12 S/S TIE BOLTS - 200 LONG TO FULL 40 mPa CONCRETE DECK.
PERIMETER OF FRAME @ 1000mm Crs.
c- RF 82 FABRIC.
TIE OR WELD FABRIC TO BOLTS
I 50mm TOP COVER
LONGITUDINAL
STRENGTHENING BEAM
2 ONLY N16 BARS
FULL LENGTH OF BEAM
SL CLASS POLYSTYRENE WRAPPED IN
1.6mm POLYETHYLENE EXTERNAL SKIN
WITH CONTINUOUSLY WELDED JOINTS
3000
SECTION A-A ELEVA TION
SCALE 1:20
PROJECT
ND DATE REVISION UA It
PROPOSED PONTOON CERTIFIED
ATLAS MARINE INTERNATIONAL
TRADING AS
C SUPERIOR' 10/06/10 arc. TITLE PONTOON CONSTRUCTION DETAILS
SUPERIOR JETTIES Ojetties MARK WICHLINSKI
RA WING NO, JOHN SYMONS CONING ENG.
COPYRIGHT ©10M
ATLAS MARK INTERNATIONAL PTY. LTD Had Address: P.O. Box 920 Nerang 4211 5960-D03 2 / 23 VAGGELAS COURT
NO PART OF THIS DO(LNENT MAY BE COPED,
REPRODUCED. STORED N A RETRIEVABLE SYSTEM BIGGERA WATERS
N ANY FORM. OR TRANSMITTED BY ANY MEANS f 1071 SS94 8m
WITHOUT PRIOR WRITTEN PERMISSION OF Far, (PT) 5594 8772 D AWS T; PAPER ZE1 SCALE
ATLAS MARINE NTERNATR)NAL PTY. LTD EHF: info(asuperiarjeffiescoo OGc A3 SI AS SHOWN RPEQ: 1643
Page 5
POSTS & LACINGS. 50 x 50 x 3.0
S20 -
ALUMINIUM SHS. (UNO)
01 50 x 4 BUSHED TUBE HINGE
50 x 4 BUSHED TUBE HINGE STUB PILE AND HEADSTOCK
6000
ELEVA TION 50 x 50 x 2.5 ALUMINIUM
BOX CROSSMEMBERS CFW TO
50 x 50 x 3.0 SHS
ALUMINIUM POSTS
SCALE 1:40 100 x 60 x 2 5 TRUSS BOTTOM
CHORD @ 400mm CENTRES
SUPPLY 020 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
TOP CHORD
50x50x2.5
WITH MARINE GRADE CARPET. SHS CROSSMEMBERS
POSTS AND LACINGS.
PLAN 50 x 50 x 3.0
ALUMINIUM SHS.
SCALE 1:40
900 1200
2.5mm ALUM. SHEET DECKING
WITH CARPET GLUED TO TOP.
BOTTOM x
ICI// 1x x 60
100 x 2.5 ALUMINIUM RHS.
100
CROSSMEMBERS.
50 x 50 x 2.5 ALUMINIUM SHS.
1320
SECTION A-A
SCALE 1: 20
No OA IE REVISION VA It r PRojEr r PROPOSED PONTOON
ATLAS MARINE INTERNATIONAL
TRADING AS
C SUPERIOR' 10/06/10 arc nnE FIXED GANGWAY CONSTRUCTION DETAILS
SUPERIOR JETTIES Ojetties JOHN SYMONS
COPYRIGHT (D2011)
ATLAS MARIE INTERNATIONAL PTY. LTD Mail Address P.O. Box 920 Nerang 4211 5960-D04 2 / 23 VAGGELAS COURT
NO PART OF TICS DO(IAENT MAY BE COPIED.
REPRODUCED, 5TORED IN A RETRIEVABLE SYSTEM BIGGERA WATERS
IN ANY FORM. OR TRANSMITTED BY ANY MEANS Ph- (07/ 5594 8200
WITHOUT PRIOR WRITTEN PERMISSION OF Pax. 1117) 55 94 8222 AWN DESPD PAPER SI SCALE
ATLAS MARINE INTERNATIONAL PTY, LTD. En iol*IperwrlettIes(om D.G.G. M.W. A3 AS SHOWN
Page 6
50 650
i G
HEAD STOCK,
I.
100 x 50 x 3.0 RHS.--1 1 100 I
M16 BOLTS.
160
END ^-M16 BOLT
PILE COLLAR.--
10mm PL. ROLLED.
80 x 50 x 3.0 RHS BRACES.
PLAN
PILE COLLAR M16 BOLTS
ALL BOLTS M12 (U.N.O.)
SUPPORT CUFF TO
HEAD STOCK FIXING
13 3 0 BRACE
15 15 0315 PILE
1 11 8 0 10
IF7 A SSEMBL ED HEADSTOCK
30 3 20
1 60
Al-
100
END 13 5 0- ELEVATION END
100 x50x6PFC's
ELEVA TION 34
50
52
- -------- ------------------- ------- 50 53
10PL CFW TO PFC'S
PLAN
10mm PL. ROLLED.
PLAN
HEAD STOCK
SUPPOR T CUFF
DATE REVISION UAIE
PROJECT PROPOSED REPLACEMENT PONTOON AND GANGWAY
ATLAS MARINE INTERNATIONAL
TRADING AS
SUPERIOR' 10/02/11 ORG TITLE HEADSTOCK CONSTRUCTION DETAIL
SUPERIOR JETTIES jetties
SUN LAGOON RESORT
COPYRIGHT © 2011
ATLAS MARK NTERNATONAL PTY. LTD Mail Address P0 . Box 910 Nerang 4111 6132-D05 1 QUAMBY PLACE
NO PART Of INS DOCUMENT MAY BE COPED.
REPRODUCED. STORED N A RETRIEVABLE SYSTEM NOOSA HEADS
N ANY FORM, OR TRANSMTTED RT ANY MEANS Pk 107) 5594 0700
WITHOUT PRIOR WRIT TEN PERMISSION Of PAC 1071 S594 0777 DRAMNB DESIGi A SCALI
ATLAS MARK INTERNATIONAL PTY. LTD. D.G.G M.W. A3PER SCZEI AS SHOWN
Used in these records
Development Application Part 2 of 2 - PlansRelated documentApplication case desk ↗
About this file
- File size
- 1.6 MB (small file)
- File type
No other editions are linked here.