07/1173 - Refurbishment of existing jetty and boathouse - att drawings [As Published] · 142007.1173

Page 2

M2248 - RFI Response (Council)
f. Page 2 29/07/2008

 

Item 3:

Please refer to the attached engineering drawings and capability statement as prepared by
Superior Jetties Pty Ltd for details of the jetty construction.

Item 4:

Piease refer to the attached architectural drawings as prepared by Design to Detail Pty Ltd for
details of the refurbishment of the boatshed. With regards to the building design and the
appropriateness of the type of application which has been lodged, please refer to our earlier
_ correspondence dated 25 June, 2008.
\
i The information provided above represents our response to all items contained in Council's
Request for Further Information. We now request that the Council proceed with the DAS and
' . provide approval to the application as submitted.

Please contact the undersigned if you wish to discuss any issues pertaining to this application.

 

PATRICK’ATKINSON
Senior Town Planner

Encl: Appendix A- Engineering Drawings and Capability Statement as prepared by Superior
Jetties Pty Ltd

Appendix B- Architectural Drawings as prepared by Design to Detail Pty Ltd

Ce: Heritage Jetties P/L

 

 

 

Page 3

JFOP

M2248 — RFI Response (Council)

APPENDIX A

Engineering Drawings and Capability Statement as prepared by
Senior Jetties Pty Ltd

Page 4

1 July 2008

Mr Bevan Inwood
Heritage Jetties
PO Box 1392
Noosa Heads
Qld 4567

Dear Mr Inwood,

S ottiee
jetties

RE: #4616 — Heritage Jetties

Attached please find pontoon plan drawings certified by Mr Steven Belyea of SRB

Consulting, RPEQ Number 6204.

The plans and certification thereof meet all requirements for a Prescribed Tidal Works
application and are the format we routinely use to submit to Councils, the EPA,
Queensland Transport — Maritime Safety, DNR and DPI as applicable.

Please feel free to call me if you have any questions.

Sincerely,
. 7 |

Ye

Cackie Hogan\
Apptovals Qepartment

on

15 Jade Drive Nerang

PO Box 920 Nerang

Queensland Australia 4211

Atlas Marine international Pty Ltd

trading as Superior Jetties ACN 100 384 254
www.superiorjetties.com ABN 84 100 384 254

Construction: Administration:

[t] +61 07 5597 1933 [t] +61 07 5597 4210

(f] +61 07 5597 0476 = [f} +61 07 5597 4416
[e] [email protected]

Page 5

 

 

178°46"
38.00
Older Timber Posts

NEW 9350 x 125KN 164

‘SPUN CONC. PILES.
4m MIN. EMBEDMENT.

roe
1 I

EXISTING PILE
<7 7 TO BE RELOCATED
1 BY OTHERS.

y

17990

 

 

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S NEW 3.0m x 2.0m PONTOON fooutes
:

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

BBOLT IO"

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

un
O74 NEW 0350 x 1254N

| SPUN CONC. PILES.

1 $m MIN. EMBEDMENT.
\
4

7 EXISTING PONTOON
i 10 BE RELOCATED
'

EXISTING GANGWAY
TO BE RELOCATED

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

[a osm [ev

Ty04son REVISED PRE SETOUT
ff
Pe

 

TO BE RELOCATED
BY OTHERS.
TN42

7607 TYPICAY

NEW 350 x 125kN
SPUN CONC, PILES.
Sm MIN. EMBEDMENT.

CP 907410
982m’ ( deed)

,
! EXISTING GANGWAY

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

—— EXISTING TIMBER JETTY
' TO BE DEMOLISHEO.

Approx position only
for slioway underwater

415
35866"

 

ATLAS MARINE DCTERNATIONAL
Tacea as
SUPERIOR JETTES

saa ars nae ae as PT.
ose

CE SUPERIOR’
Qietties .
2 Dewand krone Anedd 1d Aastala
fab Adress PO. Sor 328 ferag 2 REVSW

fem BUST HN
East afoppertejettaxcon

“ Catatina Jetty ~

—— $500

Older Timber Post

i
i

|
Older conc Post--—
{
!

PROPOSED TIMBER DECK
EXTENSION (BY OTHERS} f
I

YY
EEE 5

Timber Jetty {

Ridge RL 4.96 / 6.92

Office
Fibro

on conc sisrs
FFL 41.29

 

Building Line

Ridge Line

 

Slipway

>»
x
wl
Qlaer Timber
Post

CECT PROPOSED PONTOON
oc nz SITE PLAN & GENERAL ARRANGEMENT

Ox? HERITAGE JETTIES
(LOT 164) 172 GYMPE TERRACE

Nail in Pe

AHO

Inspectio
Openings

Conc G
surfac

178°L6°

Pebblecrete

Timber
Bollards

APPROVED

RL he
n

rid
e

— ou
wy

STEPHEN R. BELYEA

RPEG 6206

 

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Page 7

GENERAL NOTES
The warks that ara the subject af thase plans are structuratly adequate tor antuipeted usage as detated and
certified an these plans.
All structures cepicted have beea designed to comply with relevant regulations as set by the local authority,
‘Queensland Transport and the Prescribed Tidal Wark Cade (Schedule GA of the Coaital Protection &
Management Regclation 2003}
All structures depicted harem have deen designed in accordance with Australian Standards ASTI70.1
[structural design actions} ASW70.2 {wind toads) ASI664.1 [Alum structures) AS1720.1 {Hinber structures}
AS2159 Ipding) 453600 {concrete structures} AS39672 (design of marinas) AS4100 (steel structures), Relevant
local covenants, where applicable, have been considered in the design,
Anchorage piles where applicatie have been designed assuming independence trom any adjacent revetment
situctures.
Max vater Level used nm the design of any piles shown in tha structure is hat. under normal in-2ervce
Conditions. The pfes have not deen designed fer ftasd conditions in excess of fua.t. nor scour of the sail around
the base of the piles
. Where applcabte, the existing revetment wall appears (to the Sest extent that could be reasenably detarained
via non-destructive mspection} Fe be adaquate for typical sarvice loads [such as live, dead and unpactl that may
be imposed by Ine propased gangway/ abutment connection.
The following cesign paramaters form the basis for ihe design of the structure/s depicted herein -
12a (Panton & Gangway) Singia user pilad Structure Dasignt Live Load - 2.0 hPa
17b  Pantugn £ Gangway) Multiple user puled Structure Design Live Load {unrestricted access) - 30 hPa
(Te (Oech er Janty) Single user piled Strutture Geaign Live Load - 2.9 hPa
Vid Weck or Jetty} Multiple user piled Structure Gesign tive Load - 49 hPa
Te Gesign Ware height - 13.8
17t Design ultimate wind velocity ~ 36 a/s
Lig Man stream velocity (2% exceedanca probability) 12m/s maximum
1Jh —Ancherage, Mooring, Beardwalk of Jetty (where applicable} te be instatled in accordance with AS21S9
to ensure the toltowing ninumum [working! design inads are achiaved (Uniess Nored Otherwise) :
Bearing Capacity - 4.0 tenes.
Lateral Capacily - Q0 tonnes.

2.0 STEEL
24. All steelwork to comply with ASL16Q, All welds Io ba mm continuous fillet welds UNO.

2990

» . JOP OF PRES. Bl, 24,0 AHD

AL,

— TNS FL 619 fe A

ChAT, Bhatt

poo ee
bo ee

DATE REVISION
ATLAS MARINE INTERNA TIORAL
Tepe AS

‘SUPERIOR JETTES.

 

2. Ail steel exposed te be hot dippad galvanized wilh coating masa nat tess than 6009/6q.m.
22. Stainless stad restraint cables to be ain Gam diaz, Grade 316 and in accordance with AS 2837 where

applicable,
, CONCRETE
| All concrate work to comply with AS3600,
Pontoon concrete strength to be SOMPa with @Onm slurp U0.
. Pile concrete 4G MPa b Abutment Block concrete 32 HPa.
34, Minimum cover to the reinforcement - GOmm UNO,

ALUMINIUM,
All alupiniwe to comply vith ASIS66 and to be {minimum} Grade 6063 TS UNO.
2. Butt welds, where spacified, to have fut penetration.
|. Surfaces between aluminium and concrete separated by bitummous membrana.

. FLOATATION
|. Design sratuity toad appieg.across halt the width of the tleating pontoon and on the entwe gangway wil
produce a maxknum tlt not exceeding 15 degrees and will not cause any corner to emarge from the water. The
ininum treeboard under auch loading will aut be less than 75mm at any point on the pontoon.
Polysigrane SL grade foam fo be encasad in high densily polyethylene menbrane fully welded at tha cornars
and jaina to form a completa seal impervious ta marme organisms known ta attach Te auch structures under

typical conditions.
). TIMBER

6.L ASL timber work te comply wih AS 1726.) to be ainimum FIT hardwood
, All batted timber connections, where specified, fo be galvanized lor stainless steel equivalent),
FIXINGS & FIMSHINGS:

D1. All fixings to be 216 Grade Stawless Steel UNO.

AT IS THE OWNERS RESPONSIBILITY TO ENSURE THAT ANY
VESSEL BERTHED DOES NOT EXCEED THESE MAXUMLHS

DO NOT SCALE DRAWINGS. 2503
18000 $514
EXISTING BUM DING

RE-USE EXISTING
9.0m x 1.32¢m GANGWAY EXISTING

9350 x 15kN 0350 x 125kN TIMBER DECK
SPUN CONC. PRES. ‘SPUN CONC. MOCRING PLE.
4.0m HIN. EMBEDMENT 4.0m HIN, EMBEDMENT

OE TTT

UNE Oper ROME LOMITA

ELEVATION

SCALE 1: 100

a) fe *A7ETT PROPOSED PONTOON
SUPERIOR’ | [7/01/08 ome

jetties
peers HERITAGE JETTIES

20 Demand Avenue Arundel Old Australia 4616-D03 Aone (LOT t68) 172 GYMPIE TERRACE Sr

Mal Adteess: 2.0 Bar TH Narang 42tt
& anssren : STEPHEN R. BELYEA

Fou WISN z
Eaak alohperic etter cm RPEQ 6206

 

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Page 9

PAGE 15

A SELECTION OF COMMERCIAL PROJECTS
Designed & Constructed By

ATLAS MARINE INTERNATIONAL Pty Ltd
Trading As
- SUPERIOR JETTY CONSTRUCTIONS °

MARINERS’ VILLAGE BODY CORPORATE
MARINERS’ VILLAGE

This is a smalt marina of eight berths to cater for boats to 35 foot in length.

WESTFIELD DESIGN AND CONSTRUCTION PTY LTD
PACIFIC FAIR SHOPPING CENTRE

This is a 8 berth marina accommodating boats of varying sizes in addition to a
charter ferry which also operates from the centre.

SEAQUESTER QUAYS BODY CORPORATE
SEAQUESTER QUAYS - RUNAWAY BAY

This marina is 8 berths and is to accommodate boats owned by the residents of this
development.

DEREK BARRETT ENTERPRISES
RUNAWAY BAY

This marina is to hold 16 boats of varying lengths. It is a unit type development and
owned by the Body Corporate.

JANECKI CONSTRUCTIONS
RUNAWAY BAY

This marina is to accommodate 14 boats of varying lengths and is on a unit
development owned by the Body Corporate.

ATLAS MARINE INTERNATIONAL PTY LTD

Page 10

PAGE 16
BIGGERA WATERS MARINA BODY CORPORATE

This is a large singular pontoon of 15 metres in length. It is designed to berth 4

small boats in a unit type development.

R.M.HILL GROUP
HOPE HARBOUR

Presently under construction is a .7 kilometre boardwaik at Hope Harbour Marina,

Hope Harbour.

McWILLIAM CONSULTING ENGINEERS
QUEENSLAND CULTURAL CENTRE, BRISBANE.

The terminal is a large singular pontoon in the Brisbane River near the city centre
to cater for passenger ferries using facility.

CULLEN GRUMMIT & ROE PTY LTD - JAY McINTYRE
SOUTHBANK PARKLANDS, BRISBANE.

This is a large singular pontoon and walkway built to accommodate larger Cruise

boats and ferries to 60 tonnes. This also is in the Brisbane River in the centre of the
city, an area subject to high boat usage and consequently heavy wave action.

DOMESTIC PONTOONS
We have built numerous pontoons ranging in size from 4 metres to 30 metres.

ATLAS MARINE INTERNATIONAL PTY LTD

Page 11

PAGE 17

A SELECTION OF CORPORATE PROJECTS
Designed and Constructed by

ATLAS MARINE INTERNATIONAL Pty Ltd
Trading As
SUPERIOR JETTY CONSTRUCTIONS

Q- BUILD

Cruise boat terminal at Southbanks Parklands
Kookaburra Queen

This is a large singular pontoon and walkway built to accommodate larger Cruise
boats and ferries to 60 tonnes. This also is in the Brisbane River in the centre of the
city, an area subject to high boat usage and consequently heavy wave action.

Q- BUILD
Ferry Terminal at the Queensland Cultural Centre

The terminal is large singular pontoon in the Brisbane River near the city centre
to cater for passenger ferries using facility.

LEND LEASE aitb
Riverside Centre Pontoon - Brisbane City

HOPE HARBOUR - GOLD COAST
Extensive timber boardwalk

COURAN COVE RESORT - South Stradbroke Island, Queensland
Ferry pontoon

BHP - GROOTE EYLANDT
Water testing Pontoon

ATLAS MARINE INTERNATIONAL PTY LTD

Page 12

PAGE 18

A SELECTION OF GOVERNMENT PROJECTS
Designed and Constructed by

ATLAS MARINE INTERNATIONAL Pty Lid
Trading as
SUPERIOR JETTY CONSTRUCTIONS

BRISBANE CITY COUNCIL

Amazons Park Pontoon

Walter Taylor Bridge Pontoon

Jindalee and Fig Tree Pocket Boatramp Pontoons

GOLD COAST CITY COUNCIL *
Southport Swimming enclosure
Labrador Boatramp Pontoon

BUREAU OF SPORT & RECREATION - CANBERRA
Rowing Pontoon

BUREAU OF SPORT & RECREATION - QUEENSLAND
Lake Perserverance Pontoon & Walkway

DEPARTMENT OF ENVIRONMENT & HERITAGE - ROCKHAMPTON
Pontoon & Walkway

NATIONAL CAPITAL AUTHORITY
Ferry Pontoon and Walkway

DEPARTMENT OF TRANSPORT - BRISBANE
Colmslie Boatramp Pontoon

MELBOURNE GRAND PRIX
Pedestrian Floating

TOTAL CARE CANBERRA - Lake Tuggerangong
Disabled Rowing Pontoon

HORSHAM RURAL CITY COUNCIL
3 X Boat Ramp Pontoons

Page 13

MARINA AT PACIFIC FAIR SHOPPING
CENTRE

Va i Ae
CIA.

 

ATLAS MARINE INTERNATIONAL PTY LTD

Page 14

16 BERTH MARINA AT CANAL AVENUE

   

   

14 BERTH MARINA IN MADANG CRESCENT
tq |

ATLAS MARINE INTERNATIONAL PTY LTD

Page 15

Page 16

ROSSLYN BAY
DEPARTMENT OF ENVIRONMENT

j aed
eal ves METIS mie

 

Page 17

 

 

 

SAFE: Upgraded boat ramp at Colmstie m:

—

   

akes jaunching much safer

No more slip
sliding away

NE or che most danger-
QO: Diaces for rec-

reational boacies ts che
old. slippery, concrete boat
ramp.

(fhe Boating [Industry As-
sociauon of Queensiand and
Queensiand Transport have
rhewe Way, these old-seyle
ROne-oreaxers may joan de
anly memones.

Last week an upgraded
ramp as opened ac Colmslie
on the Brisbane River. Buc
this one doesn’t see the wife
and.or ads struggling on a
slippery slope :rying to pre-
vene the family’s weekend
ynde and joy ‘loacing off wich
che tte while the “siapper”
Uacks ie car and crauer,
ne uperade in: uded
rg “Ne camp co alow
uUNCHIAg sf imere chan
pat at ime and che
IN GE A .auncning

 

  
   
 

The Sunaay Mail

Page 132

AN EXAMPLE OF AN ULTIMATE MODULAR BOATRAMP

 

All at Sea

JCHN KEENAN
[email protected] cu

Pontoon. The Pontoon
simplifies access to the
launched boac.

ft also removes the danger
assoctaced with someone trr-
ing :O hola che boac while
Keeping out of the road of
other vessels beung launcned
or retmeved.

Once the boat :s launched
off che trader. ic is waiked ous
the sontoun 2na moored
alongside, making iccess :o

 

November 23. !997

the vessel easy ‘or even eld-
erly of handicapped people.

No more wec feet. or even
cut and wet backsides ‘rom
slippery concrete.

BIAQ genersi manager
John Cee-demscein said all
boat ramps along the S3ms-
Sane River neeced io be up-
3raded with che :nstallacion
of launching poncoons.

The BIAQ nad pians
Specially designed for man:
of che stawe’s harbours and
public access areas to be pres-
ented <o local auchonties for
joint construction or upgrad-
ing in conjunction with the
State govermmenc.

f Visit tha tome of the Cid Sant
‘ for inks 0 savera of the most
extensive Doanngyacnnng sites on
ne Inremet:

ARS www. powerug.com. 3u/
~ridsait

S-man: 1Gsait’S cowerua.cam.au

RECENTLY INSTALLED BY

ATLAS MARINE INTERNATIONAL

Page 18

11/08 ‘03 MON 08:43 FAX 07 4936 1708 ROCLA POLES QLD Tou Eooz
S Atif

Ce!
ops eye :

Structural Specification for Standard Rocia Spun Concrete Marina Piles

The foliowing lists the essential requirements for standard Roca Spun Concrete
Piles used as cantilever elements in floating marinas ;

1. Standard Rocia Marina piles are manufacured as spun, prestressed concrete
elements to a QA system in accordance with ISO3002.

2. The minimum design service life of a pile is 20 yrs based on the following list of
critical durability factors and design assumptions :

a/ the spun concrete characteristic compressive strength at 28 days
= 65 MPa (min).

j b/ (es defined in AS3600) Exposure classification C applies to the extemal! pile
surface and Exposure classification Bt to the interna! surface. Sea water must not be

allowed inside the pile.
c/ the minimum extemal cover to structural steel reinforcement = 25mm.
d@ the minimum intemal cover to structural steel reinforcement = 15mm.
e/ the spun concrete nas a water/cement ratio less than 0.35.

f/ the piles are initially cured so that the average concrete compressive strength
is at least 32 MPa before being stripped from the mould,

g/ a corrosion inhibitor In suitable proportion is added to the concrete.

h/ allloads and stresses, including those from handling, are assumed to be
within the scope of the piles capability.

3. The reinforcement typically comprises of Hard Drawn wire to AS13035, prestressing
strands to AS13114 and BHP Tempcored K10M40 bar.

4. Pile strengths are based on proven Rocla design methods and toad tests, The pile
strength designation refers to the minimum Ultimate Bending Moment strength provided
near the toe end of the pile. Refer tc the specific BM and Shear Force strength
diagrams associated with each specific pile type. These designs are intended to suit
the typical pile cantilever applications involved in floating Marinas.

C.Carter BE{civil) 1/3/99

pilespe3.doc

Page 19

JFOP

M2248 — RFI Response (Council)

APPENDIX B

Architectural Drawings as prepared by Design to Detail Pty Ltd

Page 20

 

 

 

 

 

 

 

 

 

 

 

68°47"10°
24.00 " . "
" Catalina Jetty
CP 907410
: 164
New Floating Pt Posit
gh epee pe pr 13 982m Cited O
g oy 10g
goa ee
os Bf? PROPOSED JETTY
rey € RECONFIGURATION
18 BY OTHERS

 

 

 

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PROPOSED BOAT HOUSE,
RECEPTION OFFICE & WALKWAY

 

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8:00
178°46"

neg s1ameqIed 6253

 

 

 

 

 

GYMPIE TERRACE

 

DESIGN . ORAWN gunner FIGURED DIMENSIONS TO TAKE PRECEDENCE OVER
Cu SCALED MEASUREMENTS. VERIFY ALL ON SITE
4 COPYRIGHT No reproguchon of all or part ORLENSIONS AND LEVELS PRIOR TO THE
LD fas 00: of tus Grawang may be UndeTTAhen wAthour the COMMENCEMENT OF ANY CONSTRUCTION. CATALINA CRUISES NOOSA RIVER, NOOSAVILLE
express ween eutnet LONTRA x
DEMCN to OFTAR 4 preva weaien permacion of ne sone scToRTON worry [DESIGNER IMMEDIATELY CueNT JOB DESCRIPTION —

 

PROJECT DESCRIPTION

PROPOSED NEW TWIN TENANCY

BOATSHED & RECEPTION ON LOT NO 164
NOOSA RIVER, QLD

CP : 907410

PARISH OF NOOSA

COUNTY OF MARCH

LOCAL AUTHORITY : NOOSA SHIRE COUNCIL
TOTAL ALLOTMENT AREA : 671m SQ

 

AREAS;

EXISTING BOATSHED : 38.5m Sq
EXISTING WHARF : 54m Sq

PROPOSED BOATSHED : 58m Sq
PROPOSED LANDING SURROUNDING ; 52m Sq

NOTE:
REFER TO TOWN PLANNERS REPORT FOR
COMPLIANCE WITH LOCAL PLANNING PARAMETERS

 

PRELIMINARY
( NOT FOR CONSTRUCTION }
ewepram-Arwons! _} #e-ort_sarsve. az owe wo. 7040 | 0!

 

 

 

 

 

Page 21

ESIGN +; DRAWN

Ci

DESICA to DETAM,

ROBERT PATTERSON.
on

    

BUILDER

 

 

 

 

 

 

 

Solar Panel for Hot

Water System

Foscia gutter with downpipes
under fly-over root.

 

  

Hidden fasciagutior

‘Ritek’ or equal sett-supporting

metal awning roof

            

Valley gutter

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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front awning

Sm

PROPOSED ROOF PLAN

Zincatume custom orb roof sheeting
SCALE 1: 100

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coeMIONT Ne resin ota opa8 Scions and evs men v0 {NOT FOR CONSTRUCTION
a ue droning may be underakan whois De COMMENCEMENT OF ANY CONSTRUCTION. CATALINA CRUISES NOOSA RIVER, NOOSAVILLE z
ecoresn wrtien permeation of the author CONTRACTOR TO NOTHY OESCAER BEMEDIATELY cutst 108 DESCRIPTION “on [oreo ee ese SHTSZE AZ eC NO. 7040 02

 

 

 

Page 22

Zancatume custom orb roof sheeting
of Colarbend ‘ultra’ custom orb in Slate Grey

              

Solar hws

                 

Raised root sheeting to
provide ventilation to roof space.
Westherboard or shadow line

FC watt cladding
Roller doors

‘Ritek’ or equal self-supporting

metal awning roof

Selected ealorbond custom Self levelling ramp to Handrail with a/stee!

orp fascia & gutter. tidal adjusting pontoons wire balustrade
from new HWD walk-way

Treated & Stained HWD waik-way

£0.00 £000 cc eeccceece ccs eeeteneeeeeeetiafeee cenneeeese cease e900

0 Flear Plan O Floor Pan 0 Floor Pian

  

Privacy Screen
Access Tollet door

   

Gate to stant of
PIC Alumin. sliding windows & doors

ELEVATION 1 ELEVATION 2

SCALE 1: 100

lina of raised root

     

security fence & gate fly-over awning roof

to msich balustrade

t solar nwa

 
         

Timber Trussed Root with sarking under
colorbond custom orb metal sheating at 25 deg.

   

raised sheeting for ventilation

      

disabled access

20.00 | SS Se SSS SS ee O00 ee ere eR
O Floor Pian ——— toon

ELEVATION 3

SCALE 1: 100

   

DA access bath rm suspended hwd decking

SECTION A

SCALE 1: 100

lay new floor aver existing
suspended hwd floar

Trussed roof to manufac. design

           

CC 2 ———— FSS eS SS SSeS LiSS SS Se becasusacseapsusussueaverveeeteaesuanese: £0.00
——OFloor Plan

“0 Floor Bian

FC ceiling to U/side of trusses:

Solar Pane! tor HWS.

awning window
over door

disabled access ramp

 

FC ceiling to
Ujeide of trusses.

     

privacy screen

 

 

 

 

   

ELEVATION 4

 

 

   

 

 

SCALE 1: 100 DA bath shed
30.00
0 Floor Plan
oI
suspended hwd floor
SCALE 1: 100
DESIGN - DRAWN suILoeR FIGURED OXMENSIONS TO TAKE PRECEDENCE OVER PRELIMINARY
SCALED MEASUREMENTS, VERIFY ALL ON SITE
COPYRIGHT No reproduction of all or pat DIMENSIONS AND LEVELS PRIOR TO THE (NOT FOR CONSTRUCTION )
of tus drawing may De undertaxen withour the COMMENCEMENT OF ANY CONSTRUCTION. CATALINA CRUISES NOOSA RIVER, NOOSAVILLE
express wotten permention of the author CONTRACTOR TO NOTIFY DESIGNER IMMEDIATELY . A Development Approval 23-03-08
OF ANY DISCREPUNCHS. CUENT JOB DESCRIPTION SUE DESCRIPTION baTE SHT SIZE A? pwe no. 7949 | 03