Original source · versioned page text
BRN23_Construction Set_Rev B_230327
V:\14_Nigel's Backup\MBC\BECKMANS ROAD\BECKMANS ROAD
& GRANNY.pln
GENERAL SITE SURVEY
Designed in accordance with and shall comply to the Building
Code of Australia and all Australian Standards Codes referred to therein.
All survey pegs are to be located and verified prior to commencement
ELECTRICAL
All construction is to comply with the Building Code of REVISION A
of work. Australia (BCA), the Building Act 1991 and all relevant
ALL DIMENSIONS ARE IN MILLIMETRES. Contours and levels as shown are from levels supplied by surveyor or Australian standards.
Written dimensions take precedence over scale. builder. No responsibility is taken for the accuracy or cut/fill levels.
All heights are measured from floor level unless noted
Builder is to confirm all levels and dimensions on site before commencing. Cut and Fill batters to comply with BCA Vol 2 Part 3.1.1. otherwise.
Top of meter box to be 2100 above FGL. Vehicle access is not to exceed 1:4 slope at any point and is to Top of meter box is to be maximum 2100mm above
comply with local authority requirements. finished ground level.
Stairs to comply with BCA Vol 2 Part 3.9.1 All fan and light switches are to be wall plates fixed
Retaining Walls where required and associated drainage & landscaping 1050mm above floor.
Handrails to comply with BCA Vol 2 Part 3.9.2
remains the responsibility of the Owner, unless specified. Unless noted otherwise all GPOs are to be located to
Mechanical Ventilation to comply with AS 1668 Battered banks generally 1:4 grade except where Engineer nominates the nearest stud.
Glazing to comply and be certified to AS 2047 steeper angle of repose. Where directed by council anti-erosion
measures (turf) to be the responsibility of the Owner.
Smoke Alarms to comply with AS 3782 & BCA Vol 2 Part 3.7.2 Energy Efficient Lighting
Platform immediately surrounding the residence to fall away from the
Wet Areas to comply with BCA Part 3.8.1 and waterproffing to be in
residence at a slope of 1:20 minimum.
accordnace with AS 3740. Fall all tiles to floor waste. PERFORMANCE CRITERIA
WC doors to BCA clause F2.1, QLD F2.5 Roof water and site drainage to comply with BCA Vol 2. Part 3.1.2
and AS/NZS 3500.3.2 - Stormwater Drainage. Acceptable levels of energy efficient lighting, of sufficient quality
Min. 70mm end bearing to laminated beams. not to adversely impact on the
Downpipes to be connected to water tanks. Building platform to be self draining and must not cause nuisance to
adjoining properties. operation or normal functioning of other electric equipment in the
Sarking required behind planking to outside walls or gable ends. house, must be used in a
Also required to raked areas of ceilings. Site preparation to comply with BCA Vol 2 Part 3.1.2.3.
new Class 1 building and the sole-occupancy unit of a new class
Exposed edges of concrete floor slabs to be treated with approved Sediment and erosion control measures during construction are to 2 building.
waterproofing. be in accordance with the environmental protection requirements of
the Local Government / Council.
The Building is not to exceed 8.5M above natural ground. Where the following symbol appears on the lighting schedule, the
Timber sizes and details are to comply withthe BCA Part 3.4.4 All fencing, walls, paths, pergolas pools etc. are by owner unless relevant contractor must ensure that the guidelines for Energy
and AS1684 National Timber Framing Code. specified otherwise. Efficient Lighting are adhered to,
DISCLAIMER as outlined below in "Acceptable Solutions".
Studs to any wall over 3000mm are to be certified by an engineer.
Site levels are supplied by others therefore Arcstruct takes no
All truss positions and applicable supporting lintels are to be checked responsibility for their accuracy. The builder should verify all levels
by the truss engineers. before commencing work. RELEVANT CONTRACTORS COMPLIANCE
- ENERGY EFFICIENT LIGHTING
Builder to verify lintel sizes for girder trusses over openings with IRRIGATION
truss manufacturer.
All garden irrigation is to be automatic unless noted otherwise. NOTE TO RELEVANT CONTRACTOR: please list the
Truss anchorage information provided is for standard trusses only. product(s) used that conform to the
Builder to obtain from truss manufacturer or engineer anchorage TRUSS
details for all non-standard trusses such as girder, hip, valleys etc.
All truss positions and applicable supporting lintels are "Acceptable Solutions" as described above.
to be checked by the truss engineers.
All concrete and other structural details to engineer's specification.
ACCEPTABLE SOLUTIONS
Report all discrepancies in dimensions to builder and designer
BRICKWORK
before the commencement of work at any stage of construction. Brickwork to comply with AS 3700 In a new Class 1 building and the sole-occupancy unit of a new Class 2
DISCLAIMER MASONRY ARTICULATION building, fluorescent
Site levels are supplied by others therefore "The Designer" Masonry articulation centres are to comply with the lights or compact fluorescent lights (CFLs) are used in at least 80% of
takes no responsibility for their accuracy. The builder geotechnical engineer and BCA Part 3.3.1 requirements. the total *floor area.
should verify all levels before commencing work.
CONCRETE EARTHWORKS
COPYRIGHT *Floor area is:
Slab measurements are to the outside face of external skin.
The designer will not be responsible should any unauthorised changes be made to the Refer soil report for footing & slab design. A). For a class 1 building - the area of the building measured within
design, arrangement and/or details contained herein. This drawing remaines the All construction is to be in accordance with the Building Code the finished surfaces of
property of "The Designer " and may not be used for any purpose than the job specified
of Australia (BCA), the Building Act 1991 and relevant the external walls, and includes the area occupied by any cupboard
hereunder. This drawing and the accompanying sheets may not be copied in any way
Australian Standards. or other built-in furniture,
without permission.
All Earthworks are to comply with AS3798.
fixture or fitting and any associated garage; and
Concrete construction is to comply with AS2870.
Builder to verify all dimensions and levels prior to starting job. Masonry construction is to comply with AS3700 and clause B). For the sole-occupancy unit a class 2 building - the area of all
No responsibility will be taken after commencement. F1.4 of the BCA. rooms within the sole
Should any discrepancy be found the Builder is to contact the author of these documents Walls are to be articulated in accordance with construction occupancy unit measured within the finished surface of the walls,
immediately. Where products, materials etc. are specified the builder shall install all strictly note 'TN61- Articulated Walling'. and includes the area
in accordance with the manufacturers most current written instructions. Articulated joints are to be placed at sides of openings and occupied by any cupboard or other built-in furniture, fixture or 15 Ross Cresent, Sunshine Beach
behind downpipes unless noted otherwise. fitting and any associated garage Queensland, 4567
PLUMBING All wet areas are to have floor wastes with local fall to The designs and drawings shown on these plans are copyrighted
Fixture dimensions to be used as a guide only. floor wastes. and remain the property of Mark Bain Constructions,
Fixture and fitting sizes may vary; therefore dimensions
may not be exact.
All Stormwater is to be drained away from footings and slab. KITCHEN Unauthorized copy/distribution of these plans is prohibited.
All dimensions and levels on plans are to be confirmed
Fixture and fitting dimensions are to be checked on site. on site prior to commencing construction. Kitchen layout is diagrammatic only. Client Name
Where possible all new construction is to match existing For exact dimensions and details refer to associated
Mark Bain Constructions
WATERPROOFING when extending and/or renovating. detailed drawings and manufacturers drawings.
Project Name
Waterproofing of wet areas are to comply with BCA Part 3.8.1
and be certified accordingly.
TERMITE PROTECTION MECHANICAL VENTILATION Proposed New Residence
Must be inaccordance with AS 3660.1.2000, 'Termite management. Part 1. Performance Requirement P2.4.5 is satisfied for a mechanical ventilation 23 Beckmans Road, Tewantin,
AAA WATER FITTINGS New building work. system if it is installed in accordance with AS 1668.2--Mechanical ventilation Qld, 4565
All water fitings are to be AAA rated where possible. Areas not protected by chemicals in accordance with AS 2057
for acceptable indoor air quality, except that any contaminated air from a
Thermostatic mixers to be provided to showers. to have physical barriers in accordance with AS 1694.
sanitary compartment or bathroom must--
DOWNPIPES (a) exhaust directly to outside the building by way of ducts; or Drawing Title:
Downpipes to comply with BCA 3.5.2.5 (b) exhaust into the roof space provided--
(a) Downpipes must be securely fixed to walls.
(b) The spacing between downpipes must not be more
(i) it is adequately ventilated by open eaves, and/or roof vents; or GENERAL NOTES
than 12 m. (ii) the roof is clad in roofing tiles without sarking or similar materials
which would prevent venting through gaps between tiles. Scale:
(c) Downpipes must be fixed as close as possible to Date: 03.03.2023
As Shown @ A3 Size
valley gutters and, if the downpipe is more than 1.2 m
Status: CD Checked By: NPH
from a valley, provision for overflow must be made.
Project No: Drawing No.:
BRN023 SD00
Plot Date: 3/03/2023
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Page 2
V:\14_Nigel's Backup\MBC\BECKMANS ROAD\BECKMANS ROAD
WKG DWG'S.pln
REVISION A
Note
Clear understorey and mow
27m around property.
133°0'
56.426
dp
dp
FUTURE TENNIS COURT
dp
dp
"
6,000
48°45'25
136.032
FUTURE RESIDENCE
S
HW
40°36'25"
148.884
dp
dp
6,000
FUTURE 3 CAR
FUTURE 3 CAR
GARAGE
GARAGE
6,000
Exposed aggregate driveway to
60°
EC
EL
Council requirements
dp
N
dp
15,369
dp
dp
dp
6,000
S
HW
dp
dp
6,000
335
°45'5
9,000
19.8 5" 60°
06
Exposed aggregate driveway to
C
15 Ross Cresent, Sunshine Beach
ELE
Council requirements
dp
15,369
321°49
'25"
Queensland, 4567
N
9,000
29.198
N
315°29'
29.198 The designs and drawings shown on these plans are copyrighted
BECKM
ANS RO
AD
315°29' and remain the property of Mark Bain Constructions,
Unauthorized copy/distribution of these plans is prohibited.
29.198
Client Name
Mark Bain Constructions
Project Name
1 Site Plan Proposed New Residence
1:1000
BECKM 23 Beckmans Road, Tewantin,
ANS RO Qld, 4565
AD
Drawing Title:
No.23 Beckmans Road
2 Site Plan
LOT 12 - RP 225120 1:200 SITE PLAN
Area = 9668m² Scale:
As Shown @ A3 Size
Date: 27.03.2023
Total Floor Area = 193m² Status: CD Checked By: NPH
Project No: Drawing No.:
BRN023 SD01
Plot Date: 27/03/2023
GSPublisherVersion 0.0.100.100
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V:\14_Nigel's Backup\MBC\BECKMANS ROAD\BECKMANS ROAD
& GRANNY.pln
REVISION A
E-3
15,180
3,670 11,510
70 5,400 70 4,210 90 1,600 70
140 5,330 140 6,230 140 3,060 140
140
dp
dp
Smoke alarm
1,400
1,400
1,260
Alfresco
dp
A: 69.34 m2
140
140
Exp Agg
2,200
2,200
2,060
21.36 sgd 21.30 sgd
4,545
70
70
70
ohc
KITCHEN
2,260
MASTER SUITE WIR
3,380
Vinyl Flooring 820
9,510
720
70
Pantry
140
820
70
7,310
820
7,170
70
1,000
15,410
15,410
E-2
09.06 sw dp
ENS
E-4
3,400
(obs)
90
720
2,350
STORE
Living
4,545
1,260
LNDRY
Linen
A: 64.98 m2
1000
Screen
W
11,810
Vinyl Flooring 1600
720
ENTRY
70
140
90
820
21.18 sgd
dp
820
15.21 sw
70
140
15.06 dh
140 3,530 Garage
A: 46.34 m2
5,800
Concrete
Porch
4,360
A: 9.86 m2
4,500
Floor Areas Exp Agg 15 Ross Cresent, Sunshine Beach
Living 64.98m2 Queensland, 4567
Garage 46.34m2 The designs and drawings shown on these plans are copyrighted
and remain the property of Mark Bain Constructions,
Alfresco 69.34m2 Unauthorized copy/distribution of these plans is prohibited.
Porch 9.86m2
Client Name
Total 190.52m2
dp
Mark Bain Constructions
dp
Perimeter (Brick) 0m 21.48 panel lift
140
70
Project Name
Perimeter (Clad) 46.64m
140 2,050 Proposed New Residence
23 Beckmans Road, Tewantin,
2,190
Qld, 4565
70 5,400 90 1,940 70 2,200 70 1,600 70
N
90 5,880 70 Drawing Title:
3,670 5,470 6,040
15,180
FLOOR PLAN
Scale:
Date: 03.03.2023
As Shown @ A3 Size
E-1 Status: CD
Floor Plan
Checked By: NPH
1 1:100 Project No: Drawing No.:
BRN023 SD02
Plot Date: 3/03/2023
GSPublisherVersion 0.0.100.100
Page 4
Colourbond metal sheet roof @ 21° pitch
Colourbond metal fascia and gutter
4,440
450 450 450
2,400 CL
140 x 140 Painted timber posts
2,100 JL
Entry and garage doors as per spec.
1 Elevation 01
1:100
4,440
450 450 450 450
2,400 CL
2,100 JL
140 x 140 Painted timber posts
Hardies Linea weatherboard cladding
2 Elevation 02
1:100
Client Name Drawing Title: Scale: As Shown @ A3 Date: 03.03.2023
15 Ross Cresent Mark Bain Constructions ELEVATIONS 01 Status: CD Checked By: NPH
Sunshine Beach Project Name
The builder shall check and verify all dimensions and verify
REVISION A
any errors and omissions to the Designer. Do not scale off
Project No: Drawing No.:
Queensland 4567 Proposed New Residence drawings. Drawings shall not be issued for construction
BRN023 SD03
purposes until issued by the Designer for construction. In the
23 Beckmans Road, Tewantin,
Ph 07 5447 4443 Qld, 4565
first instance contact :
Mr Nigel Heald 07 5447 4443
GSPublisherVersion 0.0.100.100
V:\14_Nigel's Backup\MBC\BECKMANS ROAD\BECKMANS ROAD & GRANNY.pln Plot Date: 3/03/2023
Page 5
4,440
450
2,400 CL
2,100 JL
Hardies Linea weatherboard cladding
140 x 140 Painted timber posts Aluminium framed doors and windows
1 Elevation 03
1:100
Colourbond metal sheet roof @ 21° pitch
Colourbond metal fascia and gutter
4,440
2,400 CL
Haedies Linea weatherboard cladding
2,100 JL
2 Elevation 04
1:100
Client Name Drawing Title: Scale: As Shown @ A3 Date: 03.03.2023
15 Ross Cresent Mark Bain Constructions ELEVATIONS 02
CD
Status: Checked By: NPH
Sunshine Beach Project Name
The builder shall check and verify all dimensions and verify
REVISION A Queensland 4567 Proposed New Residence
any errors and omissions to the Designer. Do not scale off
drawings. Drawings shall not be issued for construction
Project No: Drawing No.:
BRN023 SD04
purposes until issued by the Designer for construction. In the
23 Beckmans Road, Tewantin,
Ph 07 5447 4443 Qld, 4565
first instance contact :
Mr Nigel Heald 07 5447 4443
GSPublisherVersion 0.0.100.100
V:\14_Nigel's Backup\MBC\BECKMANS ROAD\BECKMANS ROAD & GRANNY.pln Plot Date: 3/03/2023
Page 6
V:\14_Nigel's Backup\MBC\BECKMANS ROAD\BECKMANS ROAD
& GRANNY.pln
REVISION A
dp
dp
A: 13.73 m2
dp
A: 5.19 m2 A: 5.19 m2
A: 42.88 m2
A: 27.09 m2 Metal sheet roof @ 21° Pitch
dp
A: 47.63 m2
A: 35.77 m2
A: 20.54 m2
dp
A: 20.84 m2
N
dp
dp
15 Ross Cresent, Sunshine Beach
Queensland, 4567
The designs and drawings shown on these plans are copyrighted
and remain the property of Mark Bain Constructions,
Unauthorized copy/distribution of these plans is prohibited.
Total metal roof area = 218.85m² Client Name
Mark Bain Constructions
Project Name
Total gutter length(Megaflow HF 150 Quad) = 64.780m Proposed New Residence
23 Beckmans Road, Tewantin,
Downpipes - not located more than 1.2m from valleys as required by Qld, 4565
BCA, section 3.5.2.5 (c).
Drawing Title:
1 Roof Plan ROOF PLAN
1:100
Scale:
Date: 03.03.2023
As Shown @ A3 Size
Status: CD Checked By: NPH
Project No: Drawing No.:
BRN023 SD05
Plot Date: 3/03/2023
GSPublisherVersion 0.0.100.100
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V:\14_Nigel's Backup\MBC\BECKMANS ROAD\BECKMANS ROAD
& GRANNY.pln
15,180
3,670 11,510 REVISION A
140 5,330 140 6,230 140 3,060 140
140
140
1,400
1,400
1,260
1,260
140
140
2,200
2,060
Outside face of timber frame
4,545
4,800
9,510
140
7,310
15,410
15,410
4,545
1000
11,810
11,810
1600
Outside face of timber frame
Outside face of timber frame
140
140 3,530
4,360
4,500
140
140 2,050 580 4,880 580
15 Ross Cresent, Sunshine Beach
3,670 5,470 6,040 Queensland, 4567
15,180 The designs and drawings shown on these plans are copyrighted
and remain the property of Mark Bain Constructions,
Unauthorized copy/distribution of these plans is prohibited.
N
CONCRETE EARTHWORKS PLUMBING Client Name
Slab measurements are to the outside face of external skin. Fixture dimensions to be used as a guide only. Mark Bain Constructions
Refer soil report for footing & slab design. Fixture and fitting sizes may vary; therefore dimensions Project Name
Concrete construction is to comply with AS2870. may not be exact.
Masonry construction is to comply with AS3700 and clause Fixture and fitting dimensions are to be checked on site. Proposed New Residence
F1.4 of the BCA. 23 Beckmans Road, Tewantin,
Walls are to be articulated in accordance with construction Qld, 4565
note 'TN61- Articulated Walling'.
Articulated joints are to be placed at sides of openings and
behind downpipes unless noted otherwise. TERMITE PROTECTION
All wet areas are to have floor wastes with local fall to Must be inaccordance with AS 3660.1.2000, 'Termite management. Part 1. Drawing Title:
floor wastes. New building work. FOUNDATION
All dimensions and levels on plans are to be confirmed Areas not protected by chemicals in accordance with AS 2057
on site prior to commencing construction. to have physical barriers in accordance with AS 1694. LAYOUT
Scale:
Date: 03.03.2023
As Shown @ A3 Size
1 Foundation Layout Status: CD Checked By: NPH
1:100 Project No: Drawing No.:
BRN023 SD06
Plot Date: 3/03/2023
GSPublisherVersion 0.0.100.100
Page 8
dp
dp
V:\14_Nigel's Backup\MBC\BECKMANS ROAD\BECKMANS ROAD
& GRANNY.pln
REVISION A
dp
NOTES
PROVIDE ENERGY EFFICIENT LIGHTING TO
80% OF TOTAL FLOOR AREA AS PER
ex
SUSTAINABLE HOUSING REQUIREMENTS.
ELECTRICAL POWER POINT IN CEILING FOR
ARIAL BOOSTER IF REQUIRED
ELECTRICAL NOTES
1. ALL MATERIALS AND WORKMANSHIP
u
u
SHALL BE IN ACCORDANCE WITH AS 3000.
2. ALL WORK SHALL BE PERFORMED BY
LICENSED ELECTRICAL TECHNICIANS.
HWS
3. ALL CONDUITS AND WIRING SHALL BE
CONCEALED. SIZES SHALL BE IN
dp
ACCORDANCE WITH AS 3000.
4. CONFIRM THE LOCATION OF ALL
FITTINGS AND ITEMS ON SITE WITH THE
Linen
OWNER.
tv t
5. LIGHT SWITCHES @ 1070 ABOVE FLOOR
6. NORMAL GPO @ 300 ABOVE FLOOR.
7. RANGEHOOD GPO @ 1800 ABOVE
dp
FLOOR.
8. FRIDGE GPO @ 1600 ABOVE FLOOR.
9. DISHWASHER GPO @ 450 ABOVE FLOOR
AND IN CUPBOARD.
10. W/MACHINE GPO @ 1200 ABOVE
1 Electrical Plan FLOOR.
1:100 11. GARAGE GPO ON CEILING.
12. GPO ABOVE BENCHES @100 ABOVE
ELEC
BENCHES.
dp
dp
ELECTRICAL LEGEND
QTY QTY QTY
2 SINGLE GPO POINT 0 DOUBLE PARAFLOOD LIGHT
2 CEILING FAN 3 BLADE
13 DOUBLE GPO POINT 1 IXL LIGHT
15 Ross Cresent, Sunshine Beach
u 0 CEILING FAN 4 BLADE Queensland, 4567
2 UNDER BENCH GPO POINT 1 EXTERNAL BUNKER @ 2400
The designs and drawings shown on these plans are copyrighted
and remain the property of Mark Bain Constructions,
u SINGLE BATTEN FLUORESENT Unauthorized copy/distribution of these plans is prohibited.
0 DOUBLE GPO POINT 2
LIGHT WITH DIFFUSER 1 CEILING FAN STAINLESS 3 BLADE Client Name
ex DOUBLE BATTEN FLUORESENT Mark Bain Constructions
0 EXTERNAL GPO POINT 0
LIGHT WITH DIFFUSER Project Name
0 FO FIBRE OPTIC
ex EXTERNAL DOUBLE Proposed New Residence
1 0 BONDI ENTRY LIGHT @ 2400
GPO POINT 0 23 Beckmans Road, Tewantin,
A/C A/C UNIT
Qld, 4565
0 PENDANT LIGHT (SEE SPEC.) 3 EXHAUST FAN
1 HWS HOT WATER SYSTEM
LOW VOLTAGE Drawing Title:
0 2 SMOKE ALARM 0 GAS GAS BOTTLES
DOWN LIGHT
ELECTRICAL PLAN
ENERGY EFFICIENT t 1 METER BOX
22 1 PHONE/DATA POINT ELEC
DOWN LIGHT Scale:
Date:
As Shown @ A3 Size 03.03.2023
OYSTER LIGHT tv Status: CD Checked By: NPH
0 1 TV JACK
(Circular Fluro)
Project No: Drawing No.:
2 2 WAY LIGHT SWITCH 14 SINGLE LIGHT SWITCH
BRN023 SD07
Plot Date: 3/03/2023
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V:\14_Nigel's Backup\MBC\BECKMANS ROAD\ARCHIVE
\BECKMANS ROAD REV B.pln
E-03
REVISION A
35,700
1,000 5,500 11,500 4,500 5,700 6,500 1,000
250 6,000 250
21.09 lvr 21.18 fxd 21.09 lvr
250
21.09 lvr
MASTER SUITE
250 5,000 250 5500 x 6000
24.30 sgd
90 POOL
250 3,190 90 1,530 1,100 250
21.18 fxd
5,500
7,860
21.09 lvr 21.18 fxd 21.09 lvr
21.09 lvr
09.06 lvr
Storage 1.2m High
21.09 lvr
09.18 fxd
24.30 sgd
BED 2 SPA
4000 x 5000 Day Bed Day Bed
2,310 90
09.06 lvr
300mm deep
24.18 sgd
21.09 lvr
Gate
ENSUITE
90
720 720
1000
720
1800
901,240
90
2,000
ENSUITE
06.12 awn
Tiles
Pizza Oven/Bbq Area
1150
1910
WIR ALFRESCO A: 147.35 m2 820
Niche
90
820
24.36 sgd
2,160
21.06 lvr
DRY
WIR
2,000
06.12 awn
21.09 lvr 24.62 sgd 21.09 lvr SAUNA
20.30 fxd
WIR
1910
ENSUITE
20.21 fxd
24,850
1000
90
720 720 Display Bar Display
Down
25,750
90
820
21.06 lvr
DINING 20.09 lvr 20.18 fxd 20.09 lvr
21.09 fxd 21.09 lvr
1,200
BED 3
4000 x 4810
4,000
15.06 lvr
15.09 fxd
FAMILY
E-04
1,200
KITCHEN
6,000
5000 x 5000
Fireplace
E-02
4400 x 5600
21.09 lvr
Day Bed
LIVING GAMES ROOM
15.06 lvr
2 x 820
tap 5000 x 6100 6000 x 4810
ohc ohc
Fireplace
90
820
15.09 fxd
BUTLERS
15.06 lvr
90 2,200
820
21.06 lvr
820 LAUNDRY
90
Glass
2200 x 4810 Down
12.04 lvr
Skylight Above
21.06 lvr
1,900
820 STUDY
21.09 lvr 21.09 fxd 21.09 lvr 21.09 lvr 21.09 fxd 21.09 lvr 21.09 lvr 21.09 lvr
15.06 lvr (obs)
2,000
PDR 820
CLOSET
06.12 awn
820
15.06 lvr
WIR ENTRY
1910
820
ENSUITE
90
2 x 920
1000
15 Ross Cresent, Sunshine Beach
720 720 24.09 lvr 24.09 lvr
90
21.09 lvr
Queensland, 4567
09.06 lvr
Floor Areas
Living & Garage 477.19m2 The designs and drawings shown on these plans are copyrighted
MEDIA
Alfresco 147.35m2 Porch and remain the property of Mark Bain Constructions,
09.18 fxd
5600 x 6000
4,000
BED 4
5,600
Porch 23.10m2 A: 23.10 m2 Unauthorized copy/distribution of these plans is prohibited.
4000 x 5000
Total 647.64m2
21.09 lvr
Perimeter (Brick) 158.32m Client Name
09.06 lvr
Perimeter (Clad) 0m
Mark Bain Constructions
Project Name
21.09 lvr 21.18 fxd 21.09 lvr
Proposed New Residence
250
23 Beckmans Road, Tewantin,
250
21.09 lvr 21.09 lvr
Qld, 4565
250 4,810 90 1,100 90 6,130 90 5,600 90 10,110 90 1,100 90 4,810 250
Drawing Title:
1 Floor Plan FLOOR PLAN
Not to Scale Scale:
Date: 28.02.2023
As Shown @ A3 Size
Status: SD Checked By: NPH
N Project No: Drawing No.:
BRN023 SD01
Plot Date: 28/02/2023
GSPublisherVersion 0.0.100.100
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Klip-lok(or similar) metal sheet roof @ 3° pitch
3,600 CL
2,700 CL
2,700 CL
2,400 JL
2,400 JL
350 x 350 Rendered and painted brickwork columns Feature stone cladding Rendered and painted brickwork
1 Elevation 01
1:100
Klip-lok(or similar) metal sheet roof @ 3° pitch
3,600 CL
2,700 CL
200 x 200 Painted timber posts
2,400 JL
Aluminium framed doors and windows
Rendered and painted brickwork
2 Elevation 02
1:100
Client Name Drawing Title: Scale: As Shown @ A3 Date: 22.02.2022
15 Ross Cresent Mark Bain Constructions ELEVATIONS 01 Status: SD Checked By: NPH
Sunshine Beach Project Name
The builder shall check and verify all dimensions and verify
REVISION A
any errors and omissions to the Designer. Do not scale off
Project No: Drawing No.:
Queensland 4567 Proposed New Residence drawings. Drawings shall not be issued for construction
BRN023 SD04
purposes until issued by the Designer for construction. In the
23 Beckmans Road, Tewantin,
Ph 07 5447 4443 Qld, 4565
first instance contact :
Mr Nigel Heald 07 5447 4443
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Page 11
Klip-lok(or similar) metal sheet roof @ 3° pitch
3,600 CL
3,600 CL
2,700 CL
2,700 CL
2,400 JL
2,400 JL
2,100
400
Raised garden beds 200 x 200 Painted timber posts
3 Elevation 03
1:100
3,600 CL
2,700 CL
2,400 JL
2,100
4 Elevation 04
1:100
Client Name Drawing Title: Scale: As Shown @ A3 Date: 22.02.2022
15 Ross Cresent Mark Bain Constructions ELEVATIONS 02 Status: SD Checked By: NPH
Sunshine Beach Project Name
The builder shall check and verify all dimensions and verify
REVISION A Queensland 4567 Proposed New Residence
any errors and omissions to the Designer. Do not scale off
drawings. Drawings shall not be issued for construction
Project No: Drawing No.:
BRN023 SD05
purposes until issued by the Designer for construction. In the
23 Beckmans Road, Tewantin,
Ph 07 5447 4443 Qld, 4565
first instance contact :
Mr Nigel Heald 07 5447 4443
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REVISION A
E-004 E-004
5,020
7,520
90 4,840 90
250 7,020 250
90 1,600 90 3,150 90
250
90
09.21 sw
90
21.24 panel lift
09.06 sw
2,800
09.21 sw
Garage
A: 86.40 m2
720
90
21.24 panel lift
9,900
E-001
E-001
E-003
E-003
8,810
11,490
09.09 sw
STORE
10,080
Store
A: 45.13 m2
5,920
21.24 panel lift
09.21 sw
09.21 sw
820
90
90
90
820
1,000
1,000
Up Down
15 Ross Cresent, Sunshine Beach
820 Queensland, 4567
90
09.21 fxd
250
The designs and drawings shown on these plans are copyrighted
and remain the property of Mark Bain Constructions,
Unauthorized copy/distribution of these plans is prohibited.
Client Name
E-002 E-002 Mark Bain Constructions
Project Name
1 Ground Level 2 Upper Level Proposed New Residence
1:100 1:100 23 Beckmans Road, Tewantin,
Qld, 4565
Drawing Title:
GARAGE FLOOR PLAN
Scale:
Date: 03.03.2023
As Shown @ A3 Size
Status: SD Checked By: NPH
Project No: Drawing No.:
BRN023 SD09
Plot Date: 3/03/2023
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REVISION A
2,550 CL
2,550 CL
2,100 JL
2,100 JL
6,578
2,550 CL
2,550 CL
2,100 JL
2,100 JL
Elevation 01 2 Elevation 02
1 1:100 1:100
2,550 CL
2,550 CL
2,100 JL
2,100 JL
6,578
6,578 15 Ross Cresent, Sunshine Beach
Queensland, 4567
2,550 CL
2,550 CL
The designs and drawings shown on these plans are copyrighted
2,100 JL
2,100 JL and remain the property of Mark Bain Constructions,
Unauthorized copy/distribution of these plans is prohibited.
Client Name
Mark Bain Constructions
Project Name
Proposed New Residence
23 Beckmans Road, Tewantin,
3 Elevation 03 4 Elevation 04 Qld, 4565
1:100 1:100
Drawing Title:
GARAGE
ELEVATIONS
Scale:
Date: 03.03.2023
As Shown @ A3 Size
Status: SD Checked By: NPH
Project No: Drawing No.:
BRN023 SD010
Plot Date: 3/03/2023
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