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12 Eenie Crk Rd, Proposed Car Showroom - 22.06.2026
3D image is for Conceptual purposes ONLY.
Refer to Concept design drawings.
Concept
Proposed alterations & additions
12 Eenie Crk, Noosaville
collinsbuildingdesigns.com.au
Date: 10.06.2026
Mob: 0474 141 348 QBCC # 15034167
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Page 2
GENERAL NOTES: General Specification SUSTAINABLE BUILDINGS
Written Dimensions to take precedence over scale If in doubt call Accolade Building Designs Requirements for Sustainable Buildings for bew Class 1 building and a sole-occupancy unit of a
DRAWINGS PROVIDED ARE FOR ARCHITECTURAL DESIGN PURPOSES ONLY. CONSTRUCTION Builder to verify all dimensions & levels on site prior to commencement of work new class 2 building, and renovated bathrooms in an existing Class 1 and a sole-occupancy unit of
MUST REFER TO STRUCTURAL ENGINEERING DOCUMENTATION AND LOCAL BUILDING CERTIFIER All boundary setbacks to be strictly adhered to Minimum setbacks apply an existing Class 2 building.
FOR CORRECT BUILDING METHOD, MATERIALS ETC. IN NO WAY ARE THESE DRAWINGS TO BE Verify location of all services on site & all floor levels allow for connection to these services
USED FOR CONSTRUCTION. All building work to be carried out to Aust Standards & to the relevant building codes of Australia Acceptable Solutions:
Builder to supply footpath protection & show required signage to comply to council regulations &
DRAWINGS TO BE READ IN CONJUNCTION WITH OTHER CONSULTANTS DOCUMENTATION. comply to the Workplace Health & Safety act. Shower Roses and Tape Ware:
REFER ANY DISCREPANCIES TO THE RELEVANT CONSULTANT FOR WRITTEN DIRECTION. Builder to supply sediment control where needed Shower roses and tape ware for kitchen sinks, bathroom basins and laundry troughs to be AAA
All work to comply to the National Construction Codes 2014 rating when assessed against AS/NZ 6400:2004 or A3 star rating under the Water Effenciency
THIS SET OF PLANS IS SUFFICIENT TO OBTAIN A BUILDING PERMIT; HOWEVER, ALL Termite protection to AS. 3660.1 2 durable notices to be installed in prominent locations stating
MATERIALS AND METHODS OF CONSTRUCTION NECESSARY TO COMPLETE THE PROJECT Labelling Scheme (WELS).
method of protection, Date of installation, Life expectancy & frequency of inspections
ARE NOT NECESSARILY DESCRIBED. THE PLANS DELINEATE AND DESCRIBE ONLY LOCATIONS,
DIMENSIONS, TYPES OF MATERIALS AND GENERAL METHODS OF ASSEMBLING OR FASTENING
Smoke alarms to comply to AS. 3786 Hardwired in & interconnected Water Supply:
AND OTHER CONSULTANTS DOCUMENTATION SPECIFIES THE PARTICULAR PRODUCTS, Concrete slab & footings to be designed by Engineers from Soils Tests & to comply with AS. 2870 In a service area for retail service under the Water Act 2000, the water supplied to a new class 1
MATERIALS AND TYPE OF CONSTRUCTION RECOMMENDED FOR THIS DESIGN. All Masonry to be constructed to comply with AS. 3700 building does not exceed pressure levels set out in AS/NZ 3550. 1:2003 and if the main water pressure
All structural Timbers to comply with National Timber Framing Codes AS. 1684.2 & AS . 1720 & exceeds or could exceed 500 Kpa, a water pressure limiting device is installed to ensure that the
DIMENSIONS TAKE PRECEDENCE OVER SCALED MEASUREMENTS. DETAILS AND SECTIONS ON Construction Timbers Queensland(CTIQ) maximum operating pressure at the outlet within the boundaries of the property does not exceed 500
THE DRAWINGS ARE SHOWN AT SPECIFIC LOCATIONS AND ARE INTENDED TO SHOW GENERAL All Steelwork to comply to AS. 4100 for steel structures Kpa.
REQUIREMENTS THROUGHOUT. DETAILS NOTED "TYPICAL" IMPLY ALL LIKE CONDITIONS Roof trusses to be designed by manufacture & Certified, Truss manufacture to determine or confirm
TREATED SIMILARLY, UNLESS NOTED OTHERWISE. THE ARCHITECTURAL DETAILS SHOWN ARE all lintel sizes under standard & Girder trusses for load bearing capabilities Volume of Water Used in Toilet:
INTENDED TO FURTHER ILLUSTRATE THE VISUAL DESIGN CONCEPT AND THE MINIMUM Lighting to comply with AS.1680.1 & N.C.C. Vol 2 Part 3.8.4.2 & 3 In a new Class 1 building and a sole-occupancy unit of a class 2 building, and in an existing Class 1
RECOMMENDED WEATHER PROTECTION FOR THIS PROJECT. BUILDING CODE REQUIREMENTS, Electrical installations to comply to AS. 3000 & other relevant regulations building or a sole-occupancy unit of an existing Class 2 building where toilets are replaced, toilet
OTHER CONSULTANTS DOCUMENTATION AND PRODUCT MANUFACTURER'S WRITTEN Plumbing & drainage to comply to AS. 3500 cisterns have dual flush capability that does not exceed 6 litres on full flush and 3 litres on half flush.
INSTRUCTIONS SHALL ALSO BE CONSIDERED IN ORDER TO COMPLETE THE CONSTRUCTION OF
Internal Wet Areas to comply to AS. 3740 as in N.C.C. Vol 2, Part 3.8.1
THE DETAILS, AND IN SOME CASES MAY SUPERSEDE THE DETAILS.
External waterproofing to comply to AS. 4654 Energy Efficient Lighting:
THE BUILDER AND ALL SUB CONTRACTORS SHALL REVIEW THE FULL CONTENT OF THE PLANS Windows & Glazing to AS.2047 -1999 Screening or security screens to comply to In a new Class 1 building and a sole-occupancy unit of a class 2 building, fluorescent lights or compact
FOR DISCREPANCIES AND OMISSIONS PRIOR TO COMMENCEMENT OF WORK. THE BUILDER AND relevant regulations. Type of glass used to be determined by Energy Efficiency Consultant fluorescent lights (CFLs) are used in 80% of the total area of all rooms. The total area is to include the floor
SUB CONTRACTORS SHALL BE RESPONSIBLE FOR ANY WORK NOT IN CONFORMANCE WITH THE Plasterboard to AS. 2589 Painting to AS. 2311 Tiling to AS. 3958 area of the garage is associated with the class 1 building or coleoccupancy unit.
PLANS OR IN CONFLICT WITH ANY RELEVANT CODE. Insulation to roof cavity & walls to be determined by Licensed Energy Efficiency Consultant to
Comply to Aust. & QLD. Standards & requirements
ALL CONSTRUCTION SHALL COMPLY WITH THE MOST STRINGENT REQUIREMENTS OF ALL Structural members Wind bracing & tie-down to be certified or designed by Structural Engineer
CURRENT APPLICABLE STATE AND COUNCIL LAWS, RULE, CODES AND REGULATIONS. IF THE
Plumbing Notes
WC to be installed with 4.5/3 L dual flush cistern or better
BUILDER OR ANY SUB CONTRACTOR PERFORMS ANY WORK IN CONFLICT WITH THE ABOVE • Refer Hydraulic Engineer for all downpipe locations.
All taps & Shower roses to be AAA Conservation rating
MENTIONED LAWS, THEN THE CONTRACTOR IN VIOLATION SHALL BEAR ALL COSTS OF • Refer Hydraulic Engineer for down pipe & gutter siezes
All roof water to be discharged to Council approved drainage point or street
REPAIR ARISING OUT OF THE NON-CONFORMING WORK. • All locations of plumbing fittings & fixtures shown are concept only, to be confirmed on
All waste water to be connected to existing sewerage system
site with Builder/Plumber once plumbing items have been chosen by Owners
Stairs to N.C.C. Vol 2 Part 3.9.1 Balustrade Part 3.9.2 Pool Fence & Gates to Part 3.9.3
THE BUILDER IS RESPONSIBLE TO CHECK ALL EXISTING SERVICES PRIOR TO BEGINNING • Refer plumbing fittings & fixtures individual manufactures specs for correct installation &
CONSTRUCTION. BUILDER TO VERIFY PROPERTY BOUNDARIES AND BUILDING LINES PRIOR set out.
TO COMMENCEMENT OF WORKS IN ASSOCIATION WITH APPROVALS. Construction Notes • Builder/Plumber/Concreter to ensure all falls in concrete & floor are correct & sloping to
appropiate drainage.
ALL SERVICES INCLUDING FIRE FIGHTING SERVICES, OCCUPANT WARNING SYSTEMS, Timber Frame: Framing to be built in accordance with AS 1684 Termite protected timbers shall be used on all framing • Site drainage to be confirmed with Builder/Plumber & landscaper prior to construction.
LIGHTING, POWER, WATER SUPPLY, SANITARY DRAINAGE, STORMWATER, MECHANICAL • Plumber to ensure a Form 4 Certificate is issued
Approved type flashing & sarking to be attached between cladding & frame along with slab & frame to prevent moisture getting to the
VENTILATION AND AIR CONDITIONING TO BE IN ACCORDANCE WITH RELEVANT
frames • Drainage in accordance with the Sewerage and Water Supply Act 2002 and Council's
CONSULTANTS DETAILS.
drainage by-laws.
ALL STRUCTURAL ELEMENTS TO BE IN ACCORDANCE WITH ENGINEERS DESIGN AND DETAILS. All wet areas to be made waterproof or resistant to comply to AS 3740 & BCA 3.8.1
Linings used shall be approved for use in wet areas & shall be fixed in strict accordance
WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH RELEVANT CURRENT, with Manufactures specifications. Recommended that all showers have a waterproofed hob Notes for Construction & Maintenance of Timber Decks:
SAA CODES AND STATUTORY AUTHORITIES REQUIREMENTS. Or recessed into concrete slab during construction & shower screens fitted to above standards
Baths to be installed to above standards & approved type sealants to be used to prevent water or Moisture getting into framework Builder to adhere manufactures specifications or industry standards at all times &
ANY ADDITION OR DELETION OR CHANGE IN THE SCOPE OF WORK DESCRIBED BY THE PLANS Water stops or vertical barriers in the waterproofing system be installed to prevent passage of moisture in the floor to non wet areas of Owners to follow manufactures details for maintenance & cleaning of deck
SHALL BE BY WRITTEN APPROVAL TO THE RELEVANT CONSULTANT. building All timber posts to be naturally durable Class 1 or 2 above ground or softwoods H3 treated if supported on bracket if in ground to be H5
Recommend Laundry floor to have a dry waste in floor & grade floor to it or to door to allow for overflow Treated soft or hardwood.
EXISTING SITE CONDITIONS & PROPOSED DESIGN TO BE CONFIRMED ON SITE WITH BUILDER & Wet Areas include Bathrooms Ensuite Laundry & WC or Powder rooms Recommend brackets or supports be used & Bitumen paint be applied to the top 200 mm of bracket in the concrete.
ENGINEER PRIOR TO CONSTRUCTION OR ORDERING OF ANY MATERIALS. Posts to have a Minimum 75 mm clearance from the base of the post to footing or slab & post to be 10 mm above cross member of
Tiled areas: Tiles to laid or fixed to a clean dry substrate to comply to AS 3958 bracket. End grain of post to be sealed prior to erecting.
ALL DIMENSIONS & HEIGHTS TO BE CONFIRMED ON SITE WITH BUILDER PRIOR TO CONSTRUCTION Top of concrete pad footing to be mounded to fall away from support to prevent water from ponding
OR ORDERING OF ANY MATERAILS. RETAINING WALL HEIGHTS TO BE CONFIRMED ON SITE WITH Ensure water proofing is dry & is suitable for the adhesives or grouts to be applied to
Ensure the correct tile is being used for the application (ie. Floor tiles on Floors) Bearers, Hardwood to be H3 treated if less than 400 mm above ground H4 for touching ground H5 for in ground.
ENGINEER & BUILDER PRIOR TO CONSTRUCTION.
Joists as bearers depending on ground clearance. Joists to have Malthoid strip or bituminous paper fixed to top of joists. Softwood &
COLLINS BUILDING DESIGNS IS IN NO WAY RESPONSIBLE FOR ESTIMATIONS MADE FROM THESE All walls to be checked to ensure they are fixed correctly, straight & plumb prior to fixing plasterboard or interior lining Engineered manufactured timbers bearers & joists to be H3 min treated at all times. Approved connectors be used for treated timbers &
DRAWINGS THAT DIFFER FROM ACTUAL COSTINGS. BUILDER IS RESPONSIBLE FOR ALL COSTING Plasterboard or interior linings to be fixed to dry frames in strict compliance with manufactures details. Setting of plasterboard to be done in location.
VARIATIONS AND EXTRAS THAT ARISE FROM CONSTRUCTION. strict compliance with manufactures specifications, Sanded to provide a flat smooth finish Recommend hot dip galvanized or stainless steel connectors & fixings be used at all times. Especially where inspections are not possible
deck is to close to ground or decking to be screwed in place to allow for easy removal to inspect sub-floor for any issues
IT IS THE RESPONSIBILITY OF THE BUILDER TO ENSURE ALL RELEVANT TRADES HAVE UP TO DATE Painting: Paints & application to comply to AS 2311 Min 3 coat application system to be used Timber Queensland recommend that all timber has a moisture content of 15%
DRAWINGS. NOTIFY ALL PARTIES IN WRITING OF ANY/ALL CHANGES MADE FROM ANY OTHER Substrate to be clean & dry correct type sealers & primers to be used for substrate Decking boards to be fixed with 2/nails or screws & staggered or offset along the joists. Holes at ends of boards to be drilled holes to be
TRADE AT ANY TIME AS SOON AS A CHANGE IS MADE. If paint is sprayed on then a back roll should be done between coats & after final coat 80% of nail diameter & 12mm from ends of boards. Nails & screws to finish flush with top of boards (Not Punched). Nails or screws to be
Mould resistant paint to be used in Bathrooms, Ceilings to have approved ceiling paint applied & be a matt finish hot dipped galvanized or stainless steel. Stainless Steel to be used within 900 mm of pools Ends of boards to be slightly undercut at joints.
ALL CADASTRAL/TOPOGRAPHY DATA (RLs,BOUNDARIES,CONTOURS,SERVICES ETC) SHOWEN HAS Gaps between decking boards to be min 3 mm to 5 mm
BEEN PROVIDED FROM INTERNET MAPPING SITES AND IS NOT ACCURATE. IT IS THE (Check with supplier Gaps range with different Types of timbers)
RESPONSABILITY OF THE BUILDER TO ENSURE A LICENCED SURVEYOR HAS CARRIED OUT A All external manufactured timbers to be H3 Treated & sealed painted or encased made weather proof
in strict accordance with the manufactures specifications Decking boards to be fully sealed (Oiled, Stained, Painted etc.) prior to fixing.
SURVEY TO ENSURE CORRECT SETOUT,HEIGHTS,DEPTHS ARE ACCURATE AND COMPLY WITH
LOCAL AND STATE LAWS & REQUIREMENTS. THE BUILDER IS TO ENSURE THE SURVEY IS Recommend a light coloured sealer, with UV protection and a fungicide to be used
PROVIDED TO COLLINS BUILDING DESIGNS & ALL OTHER SUB CONTRACTORS/PROFFESIONALS Concrete footings to be poured to Structural Engineers Specifications & in accord with AS 2870
ALONG WITH ANY DESCREPANCIES IN WRITING PRIOR TO ANY CONSTRUCTION. Maintenance & inspection of deck by Owner is to be carried out regularly
Approved type flooring to be used for Master bed room fixed to Manufactures specifications Sweep or blow, leaf or other debris off deck. Hosing or use of water to be avoided. Keep the gaps between decking boards clear of dirt
ALL CABINETRY SHOWN ARE A CONCEPT DESIGN ONLY AND IT IS THE RESPONSIBILTY OF THE Wet areas to use Hardies Scyon Secura 19mm internal flooring, waterproofed & Tiled in accord with relevant standards & debris.
BUILDER & CABINET MAKER TO CARRY OUT A CHECK MEASURE PRIOR TO ANY CONSTRUCTION. Upper Balconies to use Hardies Scyon Secura 19mm External flooring, waterproofed & tiled in accord with the relevant standards Reseal decking boards when required by manufactures recommendations
CABINET MAKER TO ADJUST DESIGN TO SUIT APPLIANCES, FIXTURES AND FITTINGS CONFIRMED Inspect all connections for corrosion or movement regularly (Twice Yearly)
WITH BUILDER. All external windows & doors to have appropriate flashing & seals fitted to prevent water getting into building or to the frame work Pot plants to be on stands with a drip tray underneath & moved around regularly to prevent uneven weathering of the deck
For all installations of windows follow manufactures instructions or Installation & Fixing Guide at www.awa.org.au
WINDOW & DOOR SCHEDULE IS A GUIDE FOR QUOTING PURPOSES ONLY AND IS THE Accolade Building Designs recommends that Builder & Home Owners read Domestic Deck Design Guide
RESPONSIBILTY OF THE BUILDER AND WINDWO/DOOR SUPPLIER TO ENSURE A CHECK MEASURE Windows in Bedrooms, if floor level is over 2000 mm above ground & less than 1700 from floor to sill, are to have a
permanently fixed device attached to opening part of the window or a permanently fixed screen across the opening Available on line www.timber.net.au
IS CARRIED OUT PRIOR TO ANY ORDERING OR MANUFACTURING.
part of the window. Restricting the window from opening more than or a screen from allowing a 125 mm sphere to pass through & resisting
an outward horizontal action of 250N against the window being restrained by the device or screen
All windows over 4000 mm above external surface below to have restrictions fitted if opening part of window less than
865 mm from floor & has no horizontal or near horizontal elements that would allow climbing by a child between 150 & 760 mm from floor GENERAL NOTES
Notes for Construction & Maintenance of Roofs 1.
2.
Concrete shall have a compressive strength at 28 days of not less then 20MPa. Vibrate all concrete.
Hardwood timber minimum stress grade shall comply with Standard Bylaws & AS1684.2-2010 Residential timber-framed
construction (part 2)
All timber trusses or rafters fixed in accord with AS 1684.2 for designated wind classification 3. All pressures, loads, forces and capacities given are based on limit states design.
Steel Roof battens fixed to Manufactures specifications for the spans, roofing type & Wind classification. 4. Building work shall comply with the Building Code of Australia all relevant AS codes and the Building Act (1975)
Timber roof battens fixed to AS1684.2 as per above as amended.
5. Construction to conform with the Australian Standard Code for cyclone areas i.e. AS1170.2-2002 with wind
Roofing, Flashing & Gutters to be of compatible materials
classification N3 (W41N).
Roof sheeting or tiles to be fixed to Manufactures specifications for N3 sites 6. Roof trusses to be supplied in accordance with AS4440-1997 installation of nailplated timber trusses.
Approved type sarking to be placed under roof sheet over battens fixed to Manufactures details 7. Building to be termite protected in accordance with the code of practice for Soil Treatment for Protection of
Screws to AS. 3566:2002 Class 3 or better. Blind rivets to be used screws & Rivets to be compatible material Building's against Termites AS3660.1.
Gutters to be fixed to AS/NZS 3500.3 2003. Gutter to have adequate fall to downpipes Min 1:500 8. Drainage in accordance with the Sewerage and Water Supply Act 2002 and Council's drainage by-laws.
Front of gutter to be lower than top of fascia or slots in the front of the gutter, or flashing behind gutter & 9. Glazing to be in accordance with AS1288 & AS2047
under the roof sheets fixed to roof battens to prevent water getting into roof cavity or soffit area
Adequate down pipes in appropriate places with rain water heads fitted Max 12 m spaces to be determined by Plumber
Recommend a good quality gutter guard be fitted to prevent leaf & other debris getting into gutter to block downpipes
Regular inspections & cleaning of gutters to be done depending on trees around the home
Regular cleaning & inspections of the roof is to be done including ensuring screws are still tight on the roof sheet
& neoprene washers are not cracking or degrading. Tiles are not cracked or loose & all grouting is in place & holding tiles
Concept
firm & in place
(Recommended that a professional is called in with appropriate safety equipment to do inspections & cleaning) Proposed alterations & additions
12 Eenie Crk, Noosaville
collinsbuildingdesigns.com.au
Date: 10.06.2026
Mob: 0474 141 348 QBCC # 15034167
Page 3
b o u n d a
r y
existing garden to
7003
be demolished
8353
19150
700
r y
Existing
Carport
23000
n d a
Existing
r y
Show ro
om
b o u
n d a
b o u
existing
buildin
g existing
shed
b o u n d a
r y
Not For Construction
Concept
Do not scale off this drawing. DRAWING REVISIONS Drawing Title: Project
Check all dimensions on site. All REV. DATE DESCRIPTION
Existing Site Plan Proposed alterations & additions
Building works must comply with 12 Eenie Crk, Noosaville
current B.C.A & A.S Standards Orientation:
Client:
All drawings are copyright and Noosaville Property Trust Scale: 1 : 200 @ A3 Drawing No:
are owned and controlled by
Collins Building Designs. QBCC
Licence #15034167 - Mitchell [email protected]
Mob: 0474 141 348
Date: 10.06.2026 Rev: A01_ A103
Page 4
b o u n d a
r y proposed garden bed
proposed tall hedge
7003
A301
proposed tall hedge
8353
N
Existing
r y
Carport
23000
n d a
Existing
r y
Show ro
om
b o u
n d a
b o u
Existing
Shed
Existing
S he d
b o u n d a
r y
Designer
Concept
Do not scale off this drawing. DRAWING REVISIONS Drawing Title: Project
Check all dimensions on site. All REV. DATE DESCRIPTION
Proposed Site Plan Proposed alterations & additions
Building works must comply with 12 Eenie Crk, Noosaville
current B.C.A & A.S Standards Orientation:
Client:
All drawings are copyright and Noosaville Property Trust Scale: 1 : 200 @ A3 Drawing No:
are owned and controlled by
Collins Building Designs. QBCC
Licence #15034167 - Mitchell [email protected]
Mob: 0474 141 348
Date: 10.06.2026 Rev: A01_ A104
Page 5
b o u n d a
r y
existing garden to
be demolished
6922
12228
700
r y
23000
n d a
Carport area Show room
r y
b o u
n d a
b o u
b o u n d a
r y
Not for Construction
Concept
Do not scale off this drawing. DRAWING REVISIONS Drawing Title: Project
Check all dimensions on site. All REV. DATE DESCRIPTION
Existing & Demoliton Floor Plan Proposed alterations & additions
Building works must comply with 12 Eenie Crk, Noosaville
current B.C.A & A.S Standards Orientation:
Client:
All drawings are copyright and Noosaville Property Trust Scale: 1 : 200 @ A3 Drawing No:
are owned and controlled by
Collins Building Designs. QBCC
Licence #15034167 - Mitchell [email protected]
Mob: 0474 141 348
Date: 10.06.2026 Rev: A01_ A201
Page 6
b o u n d a
r y proposed garden bed
500
proposed tall hedge
2685
A301
proposed tall hedge
800
N
60
4800
800
1450 9
2500 proposed disabled parking bay
800
5400
500
5400
23000
Show room
r y
n d a
r y
b o u
n d a
Show room
b o u
10000
Amenities
& Offices
Storage
Storage
b o u n d a
r y
Not For Construction
Concept
Do not scale off this drawing. DRAWING REVISIONS Drawing Title: Project
Check all dimensions on site. All REV. DATE DESCRIPTION
Proposed Ground Floor Plan Proposed alterations & additions
Building works must comply with 12 Eenie Crk, Noosaville
current B.C.A & A.S Standards Orientation:
Client:
All drawings are copyright and Noosaville Property Trust Scale: 1 : 200 @ A3 Drawing No:
are owned and controlled by
Collins Building Designs. QBCC
Licence #15034167 - Mitchell [email protected]
Mob: 0474 141 348
Date: 10.06.2026 Rev: A01_ A202
Page 7
19150
12228 6922
800 10628 800 6122 800
9575 9575
1500
1500
1400
1400
5900
5900
3000
3000
Proposed curtain wall Proposed curtain wall
with glass door with glass door
8568 2000 60
Street View Elevation
N 1 : 100
Not For Construction
Concept
Do not scale off this drawing. DRAWING REVISIONS Drawing Title: Project
Check all dimensions on site. All REV. DATE DESCRIPTION
Street View Elevation Proposed alterations & additions
Building works must comply with 12 Eenie Crk, Noosaville
current B.C.A & A.S Standards Orientation:
Client:
All drawings are copyright and Noosaville Property Trust Scale: 1 : 100 @ A3 Drawing No:
are owned and controlled by
Collins Building Designs. QBCC
Licence #15034167 - Mitchell [email protected]
Mob: 0474 141 348
Date: 10.06.2026 Rev: A01_ A301