Council archive · source document
07/1173 - Referral Agency Response - EPA [As Published] · 142007.1173
SCRC CORRESPONDENCE
ccess
d nmcntallicences and permits
Notice
Environmental Services
Jotice of Decision - Concurrence Agency Response
Th. n ice is issu ae Envi nrr ntal Protection Agency pursuant to Section 3 3 16 and Section 3 3 18 of the
Intr Plan 1;1,997 f se of a decision or action
Chief Exe Cc:
Sunshine Coast Regional Council Heritage Jetties Pty Ltd
PO Box 72 C/- Jones Flint & Pike
SUNSHINE COAST M C QLD 4560 PO Box 6
Attention Denis Wallace (Noosa Shire Council) MAROOCHYDORE QLD 4558
Your Ref 2007/1173 (Noosa Shire Council) Attention Patrick Atkinson
-Your ReT- M2248- - - -
Our reference- BNE21026 Project Ref: 313048
Re: Application for Operational Works for the refurbishment of a boathouse and jetty in the Noosa
River at 172 Gympie Terrace, Noosaville (Lot 164 on CP907410)
The Environmental Protection Agency has assessed the application received on 13 July 2007 and wishes to
advise you of the following decision(s)
EPA Decision
Activity (Referral Triggers) Approval Type Decision
Number
Operational Works that is Development Approval Response provided IPCCO0671307
- Prescribed tidal works - Concurrence Agency subject to conditions
Response that must attach to any
development approval
A corresponding Concurrence Agency Response is attached for each assessable development type that
includes any stated conditions applying to an approval or gives the basis for refusing an application Please
retain this documentation for your records
Please note that it is a requirement under Section 3 5 15 of the Integrated Planning Act 1997 that a copy of the
final Decision Notice (which includes the Agency's concurrence conditions) for this application issued by the
Sunshine Coast Regional Council, be forwarded to each referral agency
In addition, the State's Native Title Work Procedures indicate that responsibility for assessment of native title
issues for an IDAS application rest with the Assessment Manager
Review and appeal processes may be available to the applicant in regard to this decision The applicant should
seek independent advice to confirm the procedures available
Page 1 of 2 •09/03 Version 1 1
Queensland Government
Environmental Protection Agency Environmental Protection Agency
www epa qld gov au ABN 87 221 158 786 Queensland Parks and Wildlife Service
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 21 pages
Page 2
ecoaccessenvironmental licences and permits
Notice
Notice of Decision - Concurrence Agency Response
If you require more information, please contact Ian Biggs, the Project Manager, on the telephone number listed
below
Yours sincerely
Ben Sale Enquiries:
Manager (Sunshine Coast Office) Environmental Services
Brisbane North Region Environmental Protection Agency
Environmental Services GPO Box 2771, Brisbane QId 4001
Environmental Protection Agency Telephone 3225 1209
Facsimile 3225 8723
Page 2 of 2 • 09/03 Version 1 1 Environmental Protection Agency
Page 3
It
ecoaccessenvironmental licences and permits
Response
Concurrence Agency Response
Concurrence Agency Response - Environmental Services
This notice is issued by the Environmental Protection Agency pursuant to Sections 3 3 16 and 3 3 18 of the Integrated
Planning Act 1997
EPA Reference Number: BNE21026 (file number)
EPA Project Number 313048
Approval type: Development Approval - Concurrence Agency Response
EPA application date: 13 July 2007
Relevant Laws
Coastal Protection and Management Act 1995 and subordinate legislation
and Policies.
Concurrence Agency
Item 12 in Table 2 of Schedule 2 of the Integrated Planning Regulation 1998
Jurisdiction-
EPA Permit Number: 1P0000671307
Assessment Manager
2007/1173 (Noosa Shire Council)
Reference:
Applicant: Heritage Jetties Pty Ltd
Operational Works carried out within a coastal management district that is
Activity Description: prescribed tidal works, being the refurbishment of a boathouse, pontoon and
jetty in the Noosa River
172 Gympie Terrace, Noosaville
Description of Subject
Land-
Lot 164 on CP907410
Response to Development Application
The EPA, acting as a concurrence agency under the Integrated Planning Act 1997, provides its response to the
application (detailed above) The condition(s) listed below must attach to any approval for the development
Page 1 of 3 •09/03 Version 1 1 Environmental Protection Agency
Page 4
ecoaccessenvironmental licences and permits
Response
Concurrence Agency Response
Conditions:
Agency Interest: Coastal Protection and Management Act 1995
1 The works must be undertaken in accordance with the plans listed below
2 The disturbance to the bed and banks of the waterway is to be kept to a minimum
3 Any material or debris that falls or is deposited on tidal lands during the works must be removed at the
applicant's cost and expense prior to the practical completion of the works
4 No CCA treated timber is to be used until external surfaces are dry from the CCA treatment process
All treated timber is to be sawn or drilled over a catchment sheet and all offcuts are be disposed of to
an approved landfill site
5 All appropriate measures must be taken to prevent the pollution of tidal waters as a result of silt runoff,
oil and grease spills from machinery, concrete truck washout and alike Concrete agitator wash out
must only be conducted in a specified area to facilitate the removal of waste concrete from the area to
landfill Wastewater from cleaning equipment shall not discharge directly or in-directly to any
watercourse or stormwater system
Plans:
Drawing Numbers
4616-DO1 Revision B, prepared by Superior Jetties dated 3 September 2008
4616-D02 prepared by Superior Jetties dated 17 April 2008
4616-D03 prepared by Superior Jetties dated 17 April 2008
4616-D04 prepared by Superior Jetties dated 1 July 2008
4616-D05 prepared by Superior Jetties dated 1 July 2008
4616-D06 prepared by Superior Jetties dated 1 July 2008
Certification Form 15 - SCG Consulting Engineers dated 16 September 2008
18259-S1 prepared by SCG Consulting Engineers dated AUG 2008
18259-S2 prepared by SCG Consulting Engineers dated AUG 2008
0808S Sheet 1 of 7 prepared by Adrian Baker dated 13 August 2008
0808S Sheet 2 of 7 prepared by Adrian Baker dated 13 August 2008
0808S Sheet 3 of 7 prepared by Adrian Baker dated 13 August 2008
0808S Sheet 4 of 7 prepared by Adrian Baker dated 13 August 2008
0808S Sheet 5 of 7 prepared by Adrian Baker dated 13 August 2008
0808S Sheet 6 of 7 prepared by Adrian Baker dated 13 August 2008
0808S Sheet 7 of 7 prepared by Adrian Baker dated 13 August 2008
Reasons for the inclusion of development conditions
In accordance with Section 3 3 18(7) of the Integrated Planning Act 1997 and Section 27B of the Acts
Interpretation Act 1954, the reasons for the inclusion of development conditions are
• The Environmental Protection Agency is recognised as a concurrence agency under the Integrated
Planning Amendment Regulation (No 1) 1998 for coastal management, other than amenity and aesthetic
significance or value Development conditions placed on the development approval for the application are
in accordance with section 106 of the Coastal Protection and Management Act 1995
Page 2 of 3 •09/03 Version 1 1 Environmental Protection Agency
Page 5
ecoaccessenvironmental licences and permits
Response
Concurrence Agency Response
Additional information for applicants
This response does not authorise environmental harm unless a concurrence agency condition within this
response explicitly authorises that harm Where there is no condition, or the development approval is silent
on a matter, the lack of a condition or silence shall not be construed as authorising harm
It is a requirement of the Environmental Protection Act 1994 that if the owner or occupier of this site
becomes aware a Notifiable Activity (as defined under Schedule 2 of the Environmental Protection Act 1994)
is being carried out on this land or that the land has been affected by a hazardous contaminant, they must,
within twenty two (22) business days after becoming aware the activity is being carried out, give notice to the
Environmental Protection Agency A list of Notifiable Activities is provided within Schedule 2 of the
Environmental Protection Act 1994
This concurrence response pursuant to the Integrated Planning Act 1997 and assessed against section 104
of the Coastal Protection and Management Act 1995 does not remove the need to obtain any further
approvals for this development which may be required pursuant to this or other legislation, both State and
Commonwealth Applicants are advised to check with all relevant statutory_authonfies for such approvals as
may be required
Additional information for the Assessment Manager:
The Environmental Protection Agency referral agency jurisdiction for the development application is confined
to that aspect of the application involving the triggers identified in the response EPA has no referral
agency jurisdiction in relation to other aspects of the development application.
In this regard it should be noted that the State Coastal Management Plan 2001 and SEQ Regional Coastal
Management Plan 2006 which, for the purposes of making a statutory decision, has the same effect as a
state planning policy The assessment manager is required to give due consideration to the relevant State
planning policies when deciding the application
Should you have any queries in relation to this Response, please contact Ian Biggs, the Project Manager, on the
telephone listed below
Yours sincerely
Signature Decision Date
Ben Sale Enquiries:
Manager (Sunshine Coast Office) Environmental Services
Brisbane North Region Environmental Protection Agency
Environmental Services GPO Box 2771 Brisbane QId 4001
Environmental Protection Agency Telephone 3225 1209
Facsimile 3225 8723
Page 3 of 3 •09/03 Version 1 1 Environmental Protection Agency
Page 6
Building Act 1975 sWo & s5 o Building Regulation s46 & s48
Compliance Certificate for building Design or
Specification 15
NOTE A Compliance Certificate states building work complies with the building assessment provisions.
To be used for all classes of building and structures to certify a material, system, method of
building or building element complieswith the RCA or a provision of the QDC.
RESTRICTION: A building certifier (class 0) can only give a compliance certificate aboutwhether
building work complies with the BCA or a provision of the QDC. A building certifier (Class B) can
not give a certificate regarding QDC boundary clearance and site cover provisions.
1. Property description Street address nciude no., street suburb /locality & postcode}
This section need only be completed if 172 Gympie Terrace
details of street address and property
description are applicable Noosaville Postcode 4566
EG. In the case of (atndardfgeneric)
pool designlshell manufacture ndfor
Lot plan details attach bst dnecessary)
patio and carport systems this section .0 164 on CP907410
may not be applicable.
in which focal government area is the land situated?
The description must Idenbry at land be Sunshine Coast Regional Council
srArjed of the appal. atton
The lot 3 plan details (eg SP I RP) are
shown on titledowments ore rates nice.
tf the plan is not registered by title, provide
previous lot and plan details.
2. Description of c omponentls certified
Proposed Jetty Boathouse consisting of timber framed walls and trussed sheet roofs with
Clearly describe Se extent of work covered by
this cergloate timber framed walkway surround.
items not certified: Windows and Doors
Pro-fabricated Roof Trusses, Bracing & Girder Truss Support
Roof sheeting or Tiles
3. Basis of certification Dead and Live Loads and load Combinations
Detail the basis for glhg the cerlifle6M and the
• AS 1170.1
extent lomhich tests, sped dials, rules, • AS 4055 Wind Loads for Houses
standards, codes of practice and other • AS 4100 Steel Structures
pub latlons, were relied upon • AS 1720 Timber Structures
• AS 1684.2 Residential Timber Framed Construction
• AS 2870 Residential Stabs and Footings
• AS 3700 Masonry Structures
• AS 3600 Concrete Structures
AS 2783 Use of Reinforced Concrete for small swimming pools.
Loading Criteria:
Wind Loading: Region: B Terrain Cat: 2.5 Topographic Class: T1
Shielding: PS Design Wind Classification: N3
Floor Loading: Internal: 1.5 kPa Balconies: 3.0 kPa
LOCAL GOVERNMENT USE ONLY ,11011111 r
OMU r•cHwd
Page 7
Form 15 aonflnued
4 Reference documentation
Clearly IdeniTy any relevant documentation, Drawing numbers:. SCG Consulting Engineers -18259 - S1 & $2
e9 numbered structural engb eenng plans Drawing numbers:- Adrian Baker Computer Drafting - 08085 sheets 1 thru 7
5. Building certifier reference number Building certifier reference number
6. Competent person details Name (in full)
b competent person forbuielng work, mearts a
person who Is assessed by the buikik cerfitler Sean Sharp-Richardson
for the worker competent to practise In an Contact person.
aspect of the building and spedficaion design,
Company name rte ykable)
of thebulidi g work because of the individual's I SCG Consulting Engineers Sean Sharp-Richardson
skill, experlenceaW qualifications In the
aspect The entpersonnaustalsobe Phone no business hours Mobile no. Fox no.
registered or licensed under a ImN applying in
the stale b practice the aspect.
07 5455 5604
Email address
D 07 5455 5696
If noralevantiesrequires the udviduat to be
iceused orregistered to be able ID 91% the [email protected]
help, the certifier must assess the individual as
having appropriate exp ,qua5icafionsor Postal address
skills to be able bgive the help PO Box 1661
g the chef executive Issues any guidelines for Noose Heads Q Postcode 4567
assessig a competent person, the building
cerbier must use the guidelines +t en
assessing the person
7. Signature of competent person I cerfify that the items d d above, if installed or carried out under the certificate, mcluding any
This cerbicate must be slgnedby the individual referenced documanta H comply with the Building Act 1975
assessed by the building cmiferas competent. Signature Date
161091200a
Environmental Protection Agency
L-xx
Permit No: /'°cc oo ^^i3o 7
Page 8
HW
Post
178°46'
t
T 38,00
0
Older Timber Posts
0
Older Timber Post
I
NEW 0350 x 125kN 164 I
SPUN CONC PILES Older conc Post-I---
4m MIN EMBEDMENT CP 907410 I
EXISTING PILE 982 m' ( deed )
r---` -- TO BE RELOCATED
I
{ I BY OTHERS
Catalina Jetty t
17990 5500 PROPOSED TIMBER DECK A
{ EXTENSION (BY OTHERS) IBM
5 NEW 34m x 24m POMTOOM$ODUL€S ' Nail in Pec
f- EXISTING GANGWAY I AHD RL 11
371
Inspection
Openings
---------------
1111 11 LUA- ----------------
---------------- --------------
---------- -- NEW 0350 x 12SkN
- ------------- SPUN CONC PILES RELOCATED GANGWAY LOCATION Timber Jetty Conc Grid
4m MIN EMBEDMENT 0 surface
N --------------------
0
0 EXISTING PONTOON
------ - -- ---
-------------
TO BE RELOCATED -i-EXISTING TIMBER JETTY Ridge RL 4 94 / 4 92
I
- -----------
►
EXISTING GANGWAY
TO BE RELOCATED
b
TO BE DEMOLISHED Office
Fibro
on cone piers
f LJ
178°46'
8.00
FFL 129
Pebblecrefe Path
------------ Building Line
-----------------
--- ----------
----------- b^--- Timber
Boi(ards
EXISTING PILE Ridge Line
TO BE RELOCATED
BY OTHERS
7142 7142 1
Approx position only Winch
a Slipway
I
F
for slipway underwater
Imo--- 4000 2990 r
r
Environmental Protection Agency \ HW 5
NEW 0350 x 125kN \ Post Tir
L
SPUN CONC. PILES Bo
4m MIN EMBEDMENT 41.,5 +
0--
358°46' \ +
Pewit No:
DA IF REVISION VA IF PROErr PROPOSED PONTOON
A 21/04/18 REVISED PILE SETOUT ATLAS MARINE INTERNATIONAL SUPERIOR' 03/09/08 on mu SITE PLAN & GENERAL ARRANGEMENT
B 03!09!08 AMENDED DISTANCE TO RIVERSIDE LEASE BOUNDARY
TRADING AS
SUPERIOR JETTIES C:^jetties APAAOMGAIO
aawr
HERITAGE JETTIES
ADaaESS
MPYpINT 7W ATLAsNA WM19MT1MLPIY, LTO
20DeaandAvenle ATimdel Ofd Ausfraba 4616-D01 B (LOT 164) 172 GYMPIE TERRACE
M PART SF OKIMMIMAY IICOM S. REMORICT►,STOR®
II A R!I RMAILL T.YMTCAI M ANY PONL OR TRAI1MITCD BY
Mat Address P0 Box 920 Nerang 4211 ArAO1. NOOSAVILLE
Pk rODB)! 10.6
ANY NFAIN MIN W T MM WARM F002009 OF ATLAS
NAIIR IIIEAIIATIAIALPT?.LTD PAC 1011517 04X
FiA>G f*ui e?wisflkrral B MWWU
ODD 1 siB A3
SrALE
111125
FIXNAM
Page 9
10mm SQARE RAISED
STANDARD FLOATATION MODULES ANTI-SKID FINISH
SIZES DL + LL (Kg) FREEBOARD
3.Om x 2.Om 1950 76
3.Om x 1.5m 1460 76
3.Om x 1.0m 970 76 016 RECESSED STRENGTHENING RIBS
AND WATER DISPERSAL TROUGHS
1.5m x 1.0m. 485 76
TOP DOGBONE CONNECTOR
(MOULDED RUBBER)
UV STABILISED ANTI-STATIC POLYETHYLENE
012 STAINLESS STEEL
CONNECTING BOLT
BOTTOM DOGGONE CONNECTOR
HAS FERRULES MOULDED IN TO
ACCEPT S/S CONNECTING BOLT.
(MOULDED RUBBER)
016 RECESSED STRENGTHENING RIBS.
LOCATING SOCKETS FOR
DOGBONE CONNECTORS.
TYPICAL FLOATATION MUDULE
SCALE 1: 20
TOP & BOTTOM SURFACES OF MODULES
ARE JOINED TOGETHER BY INTERNAL RIBBING
Environmental Protection Agency
"PROVED
Permit No; JPc7/J 7
SECTION A-A
SCALE 1: 20
r DATE REVOW DATE aao.ET PROPOSED PONTOON
11
ATLAS MARINE INTERNATIONAL C SUPERIOR° 17/04/08 ate not TYPICAL ILD.P.E. MODULAR PONTOON DETAIL
TOM AS
SUPERIOR JETTIES jetties BRAYMMN&
aairr
HERITAGE JETTIES
CGPYN911 IOM ATUSM S EINRAATMN0. PTT LID.
200eRIaadAvemre Anmdd Did Aarirala 4616-D02 ADDRESS
ILOT 1641 172 GYMPE TERRACE
MO PART SF OONOlITIMYMEOWEQAPAOWLID. STOSW
MAMETIRVAKE STITER DI ANYFBR!}ORTRARSNRTEDIY
HailAdhess Ad Box 920 Neralg 4271 NOOSAVILLE
ANYKNM WM WTPR6IWRITTENPFMSSIW OF ATLAS Pox 1845W IM
NANIE INNOLVNDAI PTY. lW. Fan Nil5SS7OAii I
ERA k1f4hWbr1attesxoa D S,R& A3 AS SHOWN
J
Page 10
10 GENERAL NOTES 22 All steel exposed to be hot dipped galvanized with coating mass not less than 6008/sq in
11 The works that are the subject of these plans are structurally adequate for anticipated usage as detailed and 2 3 Stainless steel restraint cables to be min 8mm diem, Grade 316 and in accordance with AS 2837 where
certified on these plans applicable
1.2 All structures depicted have been designed to comply with relevant regulations as set by the local authority,
30 CONCRETE
Queensland Transport and the Prescribed Tidal Work Code (Schedule 4A of the Coastal Protection &
31 All concrete work to comply with AS3600.
Management Regulation 2003)
32 Pontoon concrete strength to be 50t1Pa with 80mm slump U N 0
13 All structures depicted herein have been designed in accordance with Australian Standards AS11701
33 Pile concrete 40 MPa & Abutment Block concrete 32 MPa
(structural design actions) AS1170.2 (wind loads) AS16641(Alum structures) AS17201(timber structures)
34 Minimum cover to the reinforcement - 40mm U N O
AS2159 (piling) AS3600 (concrete structures) AS3962 (design of marinas) A54100 (steel structures) Relevant
local covenants, where applicable, have been considered in the design 40 ALUMINIUM
14 Anchorage piles where applicable have been designed assuming independence from any adjacent revetment 41 All aluminium to comply with AS1664 and to be (minmium) Grade 6063 TS U N 0
structures 4.2. Butt welds, where specified, to have full penetration.
1S Max water level used in the design of any piles shown in the structure is h a t under normal in-service
4 3. Surfaces between aluminium and concrete separated by bituminous membrane
conditions The pies have not been designed for flood conditions in excess of h a t nor scour of the sal around
the base of the piles 50 FLOATATION
16 Where applicable, the existing revetment wall appears Ito the best extent that could be reasonably determined 51 Design stability load applied across half the width of the floating pontoon and on the entire gangway will
via non-destructive Inspection) to be adequate for typical service loads (such as live, dead and impact) that may produce a maximum tilt not exceeding 15 degrees and will not cause any corner to emerge from the water The
he imposed by the proposed gangway/abutment connection minimum freeboard under such loading will not be less than 15mm at any point on the pontoon
17 The following design parameters form the basis for the design of the structure/s depicted herein - 52 Polystyrene SL grade foam to be encased in high density polyethylene membrane fully welded at the corners
17a (Pontoon & Gangway) Single user piled Structure Design Live Load - 2.0 kPa and joins to form a complete seat impervious to marine organisms known to attach to such structures under
17b (Pontoon & Gangway) Multiple user piled Structure Design Live Load (unrestricted access) - 3 0 kPa typical conditions
1.7c (Deck or Jetty) Single user piled Structure Design Live Load - 2 0 kPa
17d (Deck or Jetty) Multiple user piled Structure Design Live Load -10 kPa 60 TIMBER
17e Design Wave height - 0 3 in 61 All timber work to comply with AS 17201 to be minimum Fit hardwood
17f Design ultimate wind velocity - 36 m/s 6.2 All bolted timber connections, where specified, to be galvanized Ior stainless steel equivalent)
17g Max stream velocity (2% exceedance probability) 1.2m/s maximum
17h Anchorage, Mooring, Boardwalk or Jetty (where applicable) to be installed in accordance with AS2159 70 FIXINGS 8, FINISHINGS
to ensure the following minimum Iwoking) design loads are achieved (Unless Noted Otherwise) 71 All fixings to be 316 Grade Stainless Steel UJLO
Bearing Capacity - 4 0 tomes
Gayer{Capadty -V tonnes
IT IS THE OWNERS RESPONSIBILITY TO ENSURE THAT ANY
2 0 STEEL VESSEL BERTHED DOES NOT EXCEED THESE MAXIMUMS
21. All steelwork to comply with AS4100 All welds to be 6mm continuous fillet welds U N 0
DO NOT SCALE DRAWINGS
23503
2990 15000 5514
TOP Of PIM.131%+4.0 Mil , , ......V. EXISTING BUILDING
REUSE EXISTING
/
9 Om x 1320m GANGWAY EXISTING
0350 x 125kN 0350 x 125kN TIMBER DECK
SPUN CONC PILES SPUN CONC MOORING PILE ----t
4 Om MN EMBEDMENT 4 Om MN EMBEDMENT
FFL RL +1.29 AHD I
HAT,RL,+1057AIiD,,,,,,,,V.
__AN W.,S.O ZAP If Iflui j^glglliiiIyIiujIIIIi^IliliiiIIMil$iIIIIIl1lliliIlli
............ Ap4.44g•4 ........V
^. _t1 W5. RL-0 13, _y_. _FT LLLL1Qfr _-^d::dw.'LAA'ri'Fiyn '"'''
L T ."L
I
. LA.T,R4;1123AND,,,,,,,,V.
APPROX SEA
Environmental Protection Agency
R%j VED
ELEVATION Permit No: /Pc^oo ^7iv^
La
SCALE 11100
Li L.;
Nm DATE REWSJON "W err
PROPOSED PONTOON
ATLAS MARINE INTERNATIONAL SUPERIOR' 17/04/08 are mLE ELEVATION & GENERAL NOTES
YRADWAS
SUPERIOR JETTIES jetties cLNMT
MAARRSAm HERITAGE JETTIES
rgYAleIT SIN A1LASMAmeNTWlmilMPTY LTG IBiklliRdAfenue Amidst Old Austrafs 4616-D03 AVAEr55
(LOT 164) 172 GYPS TERRACE
M)PAATG Re[IPIENTMAYKW 0.PTPAWN(1B,simm
NA PEwtlEYANLESYSTEMNAMY PoNLRR TRANMTTWe4
Hail Address PO . Box 920 Neraog 4211 RE375MmNm NOOSAVILLE
ANY NUBS YITWPT Perna wmrnN PmmsseN W Anus fa 1058!]1911
Mime PnmRATINNI PTr, LTG rm 1071M (ETA
beat mroj Wwferjetf esWe D.GO s RS 1A3 1:100
Page 11
Environmental Protection Agency
100mm LONG SLOTTED HOLES
TO SUIT M12 BOLTS
APPRe-WED
Sera PIATE LUGS.
RIEROETAR
Permit No: ____ _____
- 065 x 10 H D P,E ROLLER
- -4169 SK-AXLES
100 x 50 x 6 x 9 PFC
100x50x6x9PFC
540 RING DIAMETER (Approx )
^csaasa^sua^am^^
40 x 10 FLAT
50 x 6 5/S FLAT BAR
SIDE ELEVATION
1116 S/S ALLTHREAD
PNO PROPOSED PONTOON
AnAS MARINE INTERNATIONAL C SUPERIOR" Jxa ITIL PILE BRACKET DETAILS
TRAOIE3AS
SUPERIOR JETTIES jetties
HERITAGE JETTIES
CRPYRNNT®NOS ARM MARRENRWATNRAL PTY,LT
2DDe,andAvenue An del Old Australia 4616-D04 (LOT 164) 172 GYNPE TERRACE
I PART OF TIN OOM Xr MAY SE COPED. SPNOOOQO, STORED HmT Address PU Box 920 Nerang 4211
N A AETAe4AREE NYST EN N ANY PUREED TRANNETTEO RY
AA p0S9TNJJ
NOOSAVILLE
ANYEEANSWATWT PRIM YNTTENPERNNNNIOFATEAS
HAM NTERNAINALPTY Lm SfiWiFo, P:
rseE. kd*5werbrrffes can
Page 12
POSTS & LACINGS
SO x SO x 25 ALUMINIUM SHS
070 x 90 HOPE ROLLERS
0 16 S/S AXLES.
30 2 x 5 0mm ALUMINIUM
TUBE BUSH AL7000
ELEVATION SCALE 1:30
400mm CENTRES MAX
100 x 60 x 25 BASE FRAME 80xSOx30 RNS
END MEMBERS
2 5mm ALUMINIUM PLATE DECK
WITH MARINE GRADE CARPET 50 x 50 x 2 5 CROSSMEMBERS
50x50x2.5SHS
ALUMINIUM POSTS
POSTS AND LACINGS
50 x 50 x 2 5 ALUMINIUM SHS
25 WALL
A ALLROUNO
1200 CLEARWAY
I
2.5mm ALUM. SHEET DECKING
WITH CARPET GLUED TO TOP
50x50x25SHS
ALUMINIUM POSTS
50 x 5O x 23 ALUMINIUM
BOX CROSSMEMBERS CFW TO
CR05SMEMBERS 100 x 60 x 2 5 TRUSS BOTTOM
50 x 50 x 2 5 ALUMINIUM SHS CHORD (0 400mm CENTRES.
DETAIL 1 DETAIL 2
SECTION A -A SCALE 1:15 SCALE 1: 2 SCALE 1:2
DATE err
PROPOSED PONTOON
ATLAS MARINE INTERNATIONAL BRAT: THE GANGWAY CONSTRUCTION DETAL.S
TRNNTO AS
SUPERIOR JETTIES
r HERITAGE JETTIES
AxPrNENt Atus MNAP.NTEAOUENLAA PTA. LTD 200 Nave Arundel Old Australia 4616 D05 mss (LOT 164) 172 GY14PIE TERRACE
Mm PARTSI AOGR AT RAY ST AMWXM. STAANA Had Address PO Box 920 Nerang 4211
N A NTAIEVAALE SYSTEM N ANY PORN, NO TRAVNNITIN BY
FA, f7557 1333 NOOSAY6.tE
ANY MEANS INEx1rt PANOR WNTTPNKNKSINA W ATLAS
TNANENTEANATENAL PTY,LT0. Fap #7,55170476 ORAWNBY OESIm O IPA PER SIR SCAZ
EAN1 N(ApxAye tjeNriuNN use S.a.e A3 I AS SHOWN
Page 13
I
M20 S/S CONNECTION PINS
a
N
150 x 90 x 10 ALUM
PLATE LUGS
150 x 50 x 6 ALUM
ANGLE BRACKET
DOUBLE HW JOIST
AT GANGWAY CONNECTION BAY (BY OTHERS)
150x50x6ALUM
ANGLE BRACKET.
EXISTING TIMBER DECK
Environmental Protection Agency
D
I
L Pt No: Lji
^---?
'-M16 S/S BOLT
L_H/W BEARER
EL EVA TJON SCALE f. 1o
-EXISTING H/W JOISTS
DOUBLE UP JOISTS ADJACENT GANGWAY
PLAN SCALE 1:10
Mo DATE REVISION WE 'M$' PROPOSED PONTOON
ATLAS MARINE INTERNATIONAL C SUPERIOR' 01/07/08 I nnr GANGWAY BRACKET CONSTRUCTION DETAILS
TRADRGAS
SUPERIOR JETTIES jetties NAWWW r`" HERITAGE JETTIES
EMYMGME®l,$ A1US MAROEwwwgMW.fy.L D
2OUemdAFenue Anu Qfd AaslraB 4616-D06 Armes (LOT 164) 172 GYMPIE TERRACE
NO PART TE ENS DEGNRN MAY RE E0. RL40 VTEM. 51ORw
IN Had Address P.Q Box 920 Nerany 4211
A RETMEYARIE SYSTEM M ANY FORK OR TRN6wTTEO RY
ft NN5nd33
REWSNSNAA NOOSAY LLE
ANY IEA16 NMNwTYMMYI1TIdPFMISSIMNEAI A.
BEARM RQEMA51mlL DIY. LTD. Far RAS59TIi% PAPER S .f WALE IXEMW
61ST wrglsYperIRrJRNksrml
J 1, I.OG sn I A3 AS SHOWN
Page 14
f
a
I
0
[OCR of page images]
«a!
ML
4nd (AWo) SIVITO TONY OUEDEZE
qdaAOuddV
@e Og
zie
af
[i |
7 s
S| {4
E wocdellig
> s|7 25
oo | aes
: He |
‘e Lp
sh} ba
eV — 3ZIS SNMVEO
ATIHAVSOON
OVUM AIMNAD ZL Aol
NWid ONINVaS HOOT ON,
pees Sopa (20) xe voos sovs (zo) aa
. ie
| is-eezal oN Bia | soozony sea fe
im
88SP OD TTHAVSOON SAV LORPOued bH/b
tons Saari OOS
©
“LSNOD 404 GNSS!
go
tl ee
fs
Hak
z f
i
jae tl ir pa
ton soe fn
a a
if ie fie:
Fie | hi th
es E i ite
38 tade
340 ameter
Guperoxe sunds
‘Supper pipe Baby YoU
td
8B
ef
| ya |
5. | |
5 ro
g ans
4 ea
ue
|
ne
ooadungars | uominast
Page 15
I
F Fit It
r/ 2/19 x45 2/90x45 2/190x45
MG t12 t/^1EI. M 121Ai10. ` MGPi2 L flEL
8888
xxxx 0 - !!!!a
,- NGP121Ht1Et ..ter ^ii^i^nfnirnifi
MW 1A OYER
z
I
i L ti 4 i IfIjE li ifl4fl1 L I
it
W L Ig
1 1 MR W1
$
T
'e Lib
Fi t in far
l K;
i
toy i
f`.SS a 6 R Ili
s 19WF
a 1. Elf, 11 1 !11
16
It 87
Page 16
GENERAL SPECIFICATION
ALL BUILDING WORK TO BE CARRIED OUT TO THE BUILDING CODE OF AUSTRALIA & THE BUILDING ACT 1975.
WRITTEN DIMENSIONS TO TAKE PRECEDENCE OVER SCALE.
BUILDER TO VERIFY ALL SETOUT DIMENSIONS PRIOR TO PLACEMENT OF CONCRETE.
LINTELS MAY BE SUBSTITUTED BY SUPPLIER FOR THOSE OF EQUAL STRENGTH AND SPAN RATIO.
ALL TIMBER FRAMING TO COMPLY WITH NATIONAL TIMBER FRAMING CODES & THE QUEENSLAND HOME BUILDING CODE (AS 1684 -1992)
BUILDER TO SUPPLY FOOTPATH PROTECTION & REQUIRED SIGNS TO COMPLY TO WORKPLACE HEALTH & SAFETY ACT.
PYLONS STRUCTURAL MEMBERS TIEDOWN & BRACING TO STRUCTURAL ENGINEERS REPORT.
TERMITE PROTECTION TO COMPLY TO AS 3660.1
APPROVED TYPE TRUSSES © 900 CRS. FIXED TO AS1684 SPECIFICATIONS.
ZINCALUM ROOF SHEETING FIXED TO MANUFACTURES SPECIFICATIONS.
POWDER COATED ALUMINIUM SLIDING WINDOWS. (SEE WINDOW SCHEDULE)
R 2.5 APPROVED TYPE BLANKET INSULATION TO ROOF OR CEILINGS.
R4_APPROVEILTYPE_I1NSULAT NOMINAL CLADDING.-------
SEPARATE WC TO HAVE REMOVAL DOORS.
SMOKE DETECTORS (hard wired) AS SHOWN ON FLOOR PLAN TO COMPLY TO AS 3786.
ALL STORMWATER DRAINS TO COMPLY TO LOCAL AUTHORITY & DISCHARGED TO APPROVED DRAINS
ALL PLUMBING & DRAINAGE TO COMPLY TO LOCAL AUTHORITY CONNECT TO COUNCIL SEWER.
WET AREAS TO COMPLY TO AS 3740 FOR WATERPROOFING AS IN BCA PART 3.8.1. Environmental Projection Agency
WEATHER SEALS TO BE FITTED TO ALL EXTERNAL DOORS.
BALUSTRADES TO COMPLY TO BCA 3.9.2.
FIRE EXTINGUISHERS TO BCA 1.2
"PROVED
WIND CLASSIFICATION TO ENGINEERS DETAIL.
Permit No: -/,o1co o 7/Y 7
PROPOSED WORD}DRAWINGSFORADDPf iS&RENDVAT
TEASTINGTDIBRRFRAMED fROOFEDBOATSUED
CLIENT: EERiTAGE JETIIFS
LOTNalf4
CP. 914410 ADRIAN BAKER
SITEAREL9E2Sg'M
ADDRESS 172 GYMPIE TERRACE COMPUTER DRAFTING
LOCALnY.NOQSA ,E
PAR6E.WEYRA
COUMY.MARCH
EXIS1 NGBOATSHEDAREA. 38.5 Sq/M
RIaSTINGWHARFAREA. 54.0 SgIM LIC No. 077586
OFFICE 1,36 DUKE St. SUNSHINE BEACH
PROPOSEW BOAT SEED AREA AS Sq/M
PROP=DDRCIONGAREA 44.8 Sg1M PH. 07 5447 3372 FAX: 07 5447 3416
EMAIL: abak5409@bigpond net.au
DISPLAYON
NLY SUNSHINE COAST REGIONAL COUNCIL
I
Sheet I OF 7 1
Date 1310812008
2:29:17 PM
PROPOSED ADDITIONS & RENOVATIONS TO EXISTING TIMBER FRAMED SHEET ROOF BOAT SHED & WHARF Chk by A. Baker Drg by S.Hom
CLIENT: HERITAGE JETTIES 172 GYMPIE TERRACE, NOOSAVILLE LOT No. 164 SP No. 907410 Scale REF. No. 0808S
Page 17
2790 90 901900
•2140--2600
2790 1800 1 100 3216 7142 7142 3000
TREKKA I
RoabngPontoonbManufactures debl
ADRIAN BAKER
COMPUTER DRAFTING
Environmental Protection Agency
&Fioor Plan "PROVED
1 100
Permit No: /,07/ n 7 LIC No. 077586
OFFICE 1,36 DUKE St. SUNSHINE BEACH
PH' 07 5447 3372 FAX: 07 5447 3416
EMAIL: [email protected]
SUNSHINE COAST REGIONAL COUNCIL
Date 1310812408
Sheet 2 OF 7 2:29:18 PM
PROPOSED ADDITIONS & RENOVATIONS TO EXISTING TIMBER FRAMED SHEET ROOF BOAT SHED & WHARF Chk by A. Baker Drg by S.Horn
CLIENT: HERITAGE JETTIES 172 GYMPIE TERRACE, NOOSAVILLE LOT No. 164 SP No. 907410 Scale 1:100 1 REF. No. 0808S
Page 18
Exlslrg Gag way mowed lo end of board walk
Fixed to Manufactures deW
ME
ME mart,,
ullurlumllunu;uuuu
lI IItinnlilnnndllllilll
IIIlIIIIItIllllIllll11l IlUllll
I i 1II111I111111IIIII l Ill IlI1111I
l I I E 1111I1
111111II18
I1I1 1111111
11111 II1111I11
N IIIIII III11I1 II ll
IIIIEIIIIEIIIIIIIIII IIII IIIIIIII
q II1111............)...... 111
Board walk ramped up to exaing floor level Floablg pardons to Mwhdm detail
Approx y200mm
East Elevation
1:100
1000
acalum Custom ft roof
CM" FC planking
1111111111111111 ill 111 11m
Seourky Fences to Manufactures dated
ApproxWater level
U1 Ground level
Starless steel wire balustrade to BCA 3 9.2
South Elevation
West Elevation
1:100
(_") 1:100
ADRIAN BAKER
COMPUTER DRAFTING
LIC No. 0777586
OFFICE 1,36 DUKE St. SUNSHINE BEACH
PH: 07 5447 3372 FAX: 07 5447 3416
North Elevation EMAIL: abak5409@btgpond net.au
SUNSHINE COAST REGIONAL COUNCIL
1:100 Date
1310812008
Sheet 3 OF 7 2:29:20 PM
PROPOSED ADDITIONS & RENOVATIONS TO EXISTING TIMBER FRAMED SHEET ROOF BOAT SHED & WHARF Chk by A Baker Drg by S.Horn
CLIENT: HERITAGE JETTIES 172 GYMPIE TERRACE, NOOSAVILLE LOT No. 164 SP No. 907410 Scale 1:100 REF. No. 0808S
Page 19
ZlWumroof ah ngfixedto W41 N3
Approved typeroof bdtansfixed toW41 N3
Trusses to Mamdactures deW @ 900 crs
30mm gal sped strap 4130x2.8 rmis per leg
FC sheet cgs to cebg & wells
To bewderresuM
1 100x100 Hwd posts
Saousiyfencmg&gates to Manu dell
Studs 9 i5MGP12@450cis
Bearers 200x75 F17 Hwd bear
16mnS0Sbolls bpost
Pylon225mmhwd -
Encased in PVC pipe
lobe embedded into uver bed
To E*wers detail Existing board walk sub floor Wised
To match existing floor level
200x50F17tasts@450crs
Buiduxg bedornn, bradng & structural members byshucbxrd Engineer ADRIAN BAKER
COMPUTER DRAFTING
ction 1
Environmental Protection Agency
) ^, ' : 50
AF D LIC No. 077586
OFFICE 1,36 DUKE St. SUNSHINE BEACH
PH: 07 5447 3372 FAX: 07 5447 3416
Permit No: //22'o-p& 7/.30 EMAIL abak5409©bigpond.net.au
SUNSHINE COAST REGIONAL COUNCIL
13108/2008
Sheet 4 OF 7 I 2:29:20 PM
PROPOSED ADDITIONS & RENOVATIONS TO EXISTING TIMBER FRAMED SHEET ROOF BOAT SHED & WHARF Chk by A. Baker Drg by S.Horn
CLIENT: HERITAGE JETTIES 172 GYMPIE TERRACE, NOOSAVILLE LOT No. 164 SP No. 907410 Scale 1:50 REF. No. 0808S
Page 20
Environmental Protection Agency
"PROVED
Permit No: /^°ccoo ^Zi 30^
ADRIAN BAKER
COMPUTER DRAFTING
LIC No 077586
OFFICE 1,36 DUKE St SUNSHINE BEACH
PH 07 5447 3372 FAX: 07 5447 3416
EMAIL: abak5409@bigpond net.au
SUNSHINE COAST REGIONAL COUNCIL
Date 1310812008
Sheet 5 OF 7 2:29:26 PM
PROPOSED ADDITIONS & RENOVATIONS TO EXISTING TIMBER FRAMED SHEET ROOF BOAT SHED & WHARF Chk by A. Baker Drg by S Horn
CLIENT: HERITAGE JETTIES 172 GYMPIE TERRACE, NOOSAVILLE LOT No. 164 SP No. 907410 Scale REF. No 0808S
Page 21
South East
Environmental Protection Agency
"PROVED
Permit No: _____ ____
ADRIAN BAKER
COMPUTER DRAFTING
LIC No. 077586
OFFICE 1,36 DUKE St SUNSHINE BEACH
PH. 07 5447 3372 FAX: 07 5447 3416
South West EMAIL: [email protected] au
SUNSHINE COAST REGIONAL COUNCIL
13/0812008
Sheet 6 OF 7 I 2:29:30 PM
PROPOSED ADDITIONS & RENOVATIONS TO EXISTING TIMBER FRAMED SHEET ROOF BOAT SHED & WHARF Chk by A. Baker Drg by S Hom
CLIENT: HERITAGE JETTIES 172 GYMPIE TERRACE, NOOSAVILLE LOT No. 164 SP No. 907410 Scale REF. No. 0808S
Page 22
41500 356° 46' 4000
Real Property Description Environmental Protection Agency
Lot No 64
CP No- 907410
PARISH NOOSA
COUNTY: MARCH
SITE AREA. 982SgIM
D
Pexx it No: -e-0 0 el -,7
O Site Plan
1:200 ADRIAN BAKER
COMPUTER DRAFTING
LIC No. 077586
OFFICE 1,36 DUKE St. SUNSHINE BEACH
PH' 07 5447 3372 FAX: 07 5447 3416
EMAIL- abak5409QbIgpond.net.au
SUNSHINE COAST REGIONAL COUNCIL
Date 1310812008 i
Sheet 7 OF 7 2:29:31 PM
PROPOSED ADDITIONS & RENOVATIONS TO EXISTING TIMBER FRAMED SHEET ROOF BOAT SHED & WHARF Chk by A. Baker Drgby SHom
CLIENT: HERITAGE JETTIES 172 GYMPIE TERRACE, NOOSAVILLE LOT No. 164 SP No. 907410 1 Scale 1: 200 1 REF. No. 0808S
Used in these records
07/1173 - Referral Agency Response - EPA [As Published]Related documentApplication case desk ↗
About this file
- File size
- 3.0 MB (large file)
- File type
No other editions are linked here.
Original file
Log in to download the original file
The download may take up to a minute.