Council archive · source document
HRN095_Construction Set_Rev A_181015 · OPW18/0304
Attached to the e-mail Operational Works Application OPW18/0304.
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
C:\Users\Bain\AppData\Local\Temp\HOLLETT ROAD WKG DWG'S
181015.pln
GENERAL SITE SURVEY ELECTRICAL REVISION A
Designed in accordance with and shall comply to the Building All survey pegs are to be located and verified prior to commencement of work. All construction is to comply with the Building Code of Australia (BCA),
Code of Australia and all Australian Standards Codes referred to therein. Contours and levels as shown are from levels supplied by surveyor or builder. the Building Act 1991 and all relevant Australian standards.
ALL DIMENSIONS ARE IN MILLIMETRES. No responsibility is taken for the accuracy or cut/fill levels. All heights are measured from floor level unless noted otherwise.
Written dimensions take precedence over scale. Cut and Fill batters to comply with BCA Vol 2 Part 3.1.1. Top of meter box is to be maximum 2100mm above finished ground level.
Builder is to confirm all levels and dimensions on site before commencing.
Vehicle access is not to exceed 1:4 slope at any point and is All fan and light switches are to be wall plates fixed 1050mm above floor.
Top of meter box to be 2100 above FGL. to comply with local authority requirements.
Unless noted otherwise all GPOs are to be located to the nearest stud.
Stairs to comply with BCA Vol 2 Part 3.9.1 Retaining Walls where required and associated drainage &
landscaping remains the responsibility of the Owner.
Handrails to comply with BCA Vol 2 Part 3.9.2
Battered banks generally 1:4 grade except where Engineer nominates
Mechanical Ventilation to comply with AS 1668
steeper angle of repose. Where directed by council anti-erosion measures ENERGY EFFICIENT LIGHTING
Glazing to comply and be certified to AS 2047 (turf) to be the responsibility of the Owner. PERFORMANCE CRITERIA
Smoke Alarms to comply with AS 3782 & BCA Vol 2 Part 3.7.2 Platform immediately surrounding the residence to fall away Acceptable levels of energy efficient lighting, of sufficient quality
Wet Areas to comply with BCA Part 3.8.1 and waterproffing to be in from the residence at a slope of 1:20 minimum. not to adversely impact on the operation or normal functioning of
accordnace with AS 3740. Fall all tiles to floor waste. other electric equipment in the house, must be used in a new
Roof water and site drainage to comply with BCA Vol 2.
WC doors to BCA clause F2.1, QLD F2.5 Class 1 building and the sole-occupancy unit of a new class 2
Part 3.1.2 and AS/NZS 3500.3.2 - Stormwater Drainage.
building.
Min. 70mm end bearing to laminated beams. Building platform to be self draining and must not cause Where the following symbol appears on the lighting schedule,
Downpipes to be connected to water tanks. nuisance to adjoining properties. the relevant contractor must ensure that the guidelines for Energy
Sarking required behind planking to outside walls or gable ends. Site preparation to comply with BCA Vol 2 Part 3.1.2.3. Efficient Lighting are adhered to, as outlined below in "Acceptable
Also required to raked areas of ceilings. Sediment and erosion control measures during construction are to be in Solutions".
Exposed edges of concrete floor slabs to be treated with approved waterproofing. accordance with the environmental protection requirements of the Local
Government / Council.
The Building is not to exceed 8.5M above natural ground.
All fencing, walls, paths, pergolas pools etc. are by owner
Timber sizes and details are to comply withthe BCA Part 3.4.4
unless specified otherwise.
and AS1684 National Timber Framing Code. RELEVANT CONTRACTORS COMPLIANCE
Studs to any wall over 3000mm are to be certified by an engineer. IRRIGATION - ENERGY EFFICIENT LIGHTING
All truss positions and applicable supporting lintels are to be checked by
the truss engineers. All garden irrigation is to be automatic unless noted otherwise. NOTE TO RELEVANT CONTRACTOR: please list the product(s) used that
Builder to verify lintel sizes for girder trusses over openings with truss manufacturer. conform to the "Acceptable Solutions" as described above.
Truss anchorage information provided is for standard trusses only. TRUSS
Builder to obtain from truss manufacturer or engineer anchorage All truss positions and applicable supporting lintels ACCEPTABLE SOLUTIONS
details for all non-standard trusses such as girder, hip, valleys etc. are to be checked by the truss engineers.
In a new Class 1 building and the sole-occupancy unit of a new Class 2
All concrete and other structural details to engineer's specification. building, fluorescent lights or compact fluorescent lights (CFLs) are used in at
Report all discrepancies in dimensions to builder and designer before the
BRICKWORK least 80% of the total *floor area.
commencement of work at any stage of construction. Brickwork to comply with AS 3700 *Floor area is:
A). For a class 1 building - the area of the building measured within the
MASONRY ARTICULATION finished surfaces of the external walls, and includes the area occupied by
DISCLAIMER Masonry articulation centres are to comply with the geotechnical any cupboard or other built-in furniture, fixture or fitting and any
Site levels are supplied by others therefore "The Designer" takes no responsibility for engineer and BCA Part 3.3.1 requirements. associated garage; and
their accuracy. The builder should verify all levels before commencing work. B). For the sole-occupancy unit a class 2 building - the area of all
CONCRETE EARTHWORKS rooms within the sole occupancy unit measured within the finished
COPYRIGHT surface of the walls, and includes the area occupied by any
Slab measurements are to the outside face of external skin. cupboard or other built-in furniture, fixture or fitting and any
The designer will not be responsible should any unauthorised changes be made Refer soil report for footing & slab design. associated garage.
to the design, arrangement and/or details contained herein. This drawing
remaines the property of "The Designer " and may not be used for any purpose All construction is to be in accordance with the Building Code of Australia
than the job specified hereunder. This drawing and the accompanying sheets (BCA), the Building Act 1991 and relevant Australian Standards.
may not be copied in any way without permission.
All Earthworks are to comply with AS3798.
Builder to verify all dimensions and levels prior to starting job.
Concrete construction is to comply with AS2870.
No responsibility will be taken after commencement.
Should any discrepancy be found the Builder is to contact the author Masonry construction is to comply with AS3700 and clause F1.4 of the BCA. KITCHEN
of these documents immediately. Where products, materials etc. are Walls are to be articulated in accordance with Kitchen layout is diagrammatic only.
specified the builder shall install all strictly in accordance with the construction note 'TN61- Articulated Walling'. For exact dimensions and details refer to associated detailed
manufacturers most current written instructions. drawings and manufacturers drawings. 15 Ross Cresent, Sunshine Beach
Articulated joints are to be placed at sides of openings and behind
downpipes unless noted otherwise.
Queensland, 4567
PLUMBING All wet areas are to have floor wastes with
The designs and drawings shown on these plans are copyrighted
and remain the property of Mark Bain Constructions,
Fixture dimensions to be used as a guide only. local fall to floor wastes. Unauthorized copy/distribution of these plans is prohibited.
Fixture and fitting sizes may vary; therefore dimensions may not be exact. All Stormwater is to be drained away from footings and slab. MECHANICAL VENTILATION Client Name
Fixture and fitting dimensions are to be checked on site. All dimensions and levels on plans are to be confirmed on site
Performance Requirement P2.4.5 is satisfied for a mechanical Mark Bain Constructions
prior to commencing construction.
ventilation system if it is installed in accordance with AS 1668.2--
WATERPROOFING Where possible all new construction is to match Mechanical ventilation
Project Name
Waterproofing of wet areas are to comply with BCA Part 3.8.1
and be certified accordingly.
existing when extending and/or renovating. for acceptable indoor air quality, except that any contaminated air Proposed New Residence
from a sanitary compartment or bathroom must-- 95 Hollett Road, Noosaville
AAA WATER FITTINGS TERMITE PROTECTION (a) exhaust directly to outside the building by way of ducts; or Qld, 4565
All water fitings are to be AAA rated where possible. Must be inaccordance with AS 3660.1.2000, 'Termite management. (b) exhaust into the roof space provided--
Part 1. New building work.
Thermostatic mixers to be provided to showers. (i) it is adequately ventilated by open eaves, and/or roof vents; or
Areas not protected by chemicals in accordance with AS Drawing Title:
(ii) the roof is clad in roofing tiles without sarking or similar materials which
DOWNPIPES 2057 to have physical barriers in accordance with AS 1694.
would prevent venting through gaps between tiles.
Downpipes to comply with BCA 3.5.2.5 GENERAL NOTES
(a) Downpipes must be securely fixed to walls.
Scale:
(b) The spacing between downpipes must not be more than 12 m. Date: 15.10.2018
As Shown @ A3 Size
(c) Downpipes must be fixed as close as possible to valley gutters and, if the Status: CD Checked By: NPH
downpipe is more than 1.2 m from a valley, provision for overflow must be made.
Project No: Drawing No.:
HRN095 CD00
Plot Date: 15/10/2018
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Section 2
C:\Users\Bain\AppData\Local\Temp\HOLLETT ROAD WKG DWG'S
20.0 181015.pln
REVISION A
.8
53
1 Site Plan
1:500
69,453
38,706
129
.4
.7
500
46
26 26,
,00
0
8,970
00
5,000
6,0
RAINWATER TANK
MINIMUM 60,000L TENNIS COURT NOT PART OF THIS
CAPACITY REQUIRED BUILDING APPROVAL 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.
Client Name
Mark Bain Constructions
Project Name
Proposed New Residence
.0
95 Hollett Road, Noosaville
59
40,592
Qld, 4565
Drawing Title:
SITE PLAN
Scale:
Date: 15.10.2018
As Shown @ A3 Size
Status: CD Checked By: NPH
Project No: Drawing No.:
90.2 110.1 HRN095 CD01
Plot Date: 15/10/2018
Section 3
E-03 C:\Users\Bain\AppData\Local\Temp\HOLLETT ROAD WKG DWG'S
181015.pln
29,710
80 1,000 5,780
1,950 11,810
22,850
9,090
REVISION A
230 4,720 90 510 230
230 4,580 140 1,000 90 2,690 70 11,670 70 8,860 230
11,810
200 11,410 200
890 4,000 890 dp dp
140 160 160 140 7,000
800
100 140 2,920 140 100 1,100 2,005 800 4,000 800 2,005 1,100
200
140 100 100 140
100
dp 105 140 2,945 140 2,945 140 105
140
3,310
A: 47.24 m2
105
105
4,000
4,000
4,000
4,000
4,000
dp
100 140
2,500
Pizza Oven
140
PATIO 1
1,760
2,000
dp
Exp Agg ALFRESCO
Exp Agg
140
2,000
1,755
PATIO 2
24.30 stack
Exp Agg
08.08 fxd above
700
690
230
230
Recessed Doors dp 2 x 1450.09 dh Servery 24.40 cavity stack 2 x 1450.09 dh dp 2 x 1450.09 dh 24.30 stack
18.09 dh
3,310
2 x 1450.09 dh
230
230
230
230
Recessed Doors Recessed Doors
300
300
300
360
70 70
2 x 1450.09 dh
4,090
70
KITCHEN
Servery
All Tops 950 High
MASTERSUITE WIP
2,200
dp
60
Tiles
3,600
4,000
7,730
Carpet
500
70
140
5,290
All Tops 950 High
18.09 dh
70
2,700
LIVING
5,480
5,500
Fireplace
5,480
Tiles MEDIA GAMES ROOM
All Tops 950 High
3,310
820 Tiles Tiles
820
6,800
DINING
24.30 stack
90
3,230
2,000
Freestanding Bath
Tiles
Recessed Doors
70
2 x 18.09 dh (obs)
WIR
8,170
60
2,560
ENSUITE 3.4m High Ceiling
2100
2,100
70
140
9,000
1,180
820
140 100
70
90
90
70
70
dp
1000 1200
820
dp
105
70
70
12,680
140
1,300
1,300
1,300
900
4.0m High Ceiling
1,500
dp 1450.09 dh (obs)
1,000 2 x 720
Loft Access
3,570
1700
WINE
2,400
70
3 x 18.09 dh
Up
3 x 18.09 dh
3,000
70
720 720 820
STUDY
70
2,930
ENS
70
1,030 1,030
Carpet
ENTRY
230
dp
1,300
Store
820
1,100
LINEN PDR
E-02
1,370
70 530 70
820 Store Tiles
2,130
70
820
70 550 70
Robe
Store
Locker Locker
70
820
dp
18.09 dh 18.09 dh 18.09 dh 18.09 dh 2 x 820 820 720
230
230
230
2,340 Recessed Doors
70
70
W D Broom 06.09 fxd above 06.09 fxd above 06.09 fxd above
6,950
1,630
1,630
230
230
27,370
27,370
1,830
1,830
E-04
820
A: 22.66 m2
5,280
5,350
24.12 pivot & 400 sidelights
1,050
LAUNDRY/MUD
3,170
Tiles
3 x 18.09 dh
2,340
1,980
2,340
PORCH
2 x 18.09 dh
Recessed Doors
3,600
BED 4
Seat
24.24 sgd
4,530
200
200
dp Exp Agg dp
4,200
900
3,440
1,340
1,340
Section 4
Island Carpet
100 100
3,580
200 200 3,140 3,140 200 200
200
1,000 2,100 1,620 600
dp
dp
1,050
Locker Locker
160
dp
1,260 1,080 08.08 fxd above
Bench 200 100 100 200
160 200 2,670 200 160 3 x 18.09 dh
230
230
820
230
dp
70
70
70
11,270
2,220 3,640 3,990 3,640 3,330
3,000
24.24 panel lift
5,860
2.7m High Ceiling
15 Ross Cresent, Sunshine Beach
08.08 fxd above
24.24 panel lift
10,460
GARAGE
Queensland, 4567
4,460
10,000
dp
Concrete
The designs and drawings shown on these plans are copyrighted
1 Floor Plan and remain the property of Mark Bain Constructions,
Unauthorized copy/distribution of these plans is prohibited.
Not to Scale
N
Client Name
Mark Bain Constructions
Project Name
24.24 panel lift
Proposed New Residence
3,000
95 Hollett Road, Noosaville
Qld, 4565
dp
3 x 18.09 dh
230
230 3,650 70 19,880 70 2,730 70 1,700 230 Drawing Title:
70 1,180 70
70
4,030 70 2,500 70 530 70 2,930 70 1,450 70 2,050 230 3,330 230 1,000 70 2,730 70 1,700 230 Floor Areas GROUND FLOOR PLAN
Ground Floor 383.42m2
230 2,680 70 900 1,600 230 5,860 230 530 70 2,930 230 6,970 230 5,570 230
Upper Floor 84.98m2
230 5,320 230 Scale:
Alfresco 48.56m2 Date: 15.10.2018
230 3,650 70 1,600 230 Covered Patio 1 8.48m2
As Shown @ A3 Size
E-01 Status: CD Checked By: NPH
Covered Patio 2 25.45m2
230 7,000 230
Porch 22.66m2
230 7,600 230 Total 573.55m2 Project No: Drawing No.:
7,460 600 4,660 3,990 3,640 3,330 6,030 Perimeter (Brick) 124.30m
29,710 Perimeter (Clad) 45.620m
HRN095 CD02
Plot Date: 15/10/2018
Section 5
C:\Users\Bain\AppData\Local\Temp\HOLLETT ROAD WKG DWG'S
181015.pln
REVISION A
3 x 18.09 dh
70
70
06.18 fxd 06.40 fxd 06.18 fxd
dp 11.09 dh (obs)
720
ENS
2,700
dp
1700
BED 2
4,470
900
Carpet
6,260
6,260
1,700 70
720
WIP
820
70
70
1,100
Linen
3 x 11.09 dh
13,670
70
70
2,190
4,390
4,390
RUMPUS 1,400
Carpet VOID
2,810
2,670
2,670
1,100
Down
820
1,760 70
70
70
70
dp
dp
11.21 fxd
WIP
720
3 x 18.09 dh
70
4,600
BED 3
4,530
4,600
900
Carpet
11.09 dh (obs)
1700
2,700
720
ENS
dp
70
70
70 4,830 70 420 70
70 3,360 70 1,400 70 4,100 70 15 Ross Cresent, Sunshine Beach
Queensland, 4567
70 1,700 90 3,530 70 The designs and drawings shown on these plans are copyrighted
and remain the property of Mark Bain Constructions,
5,460 3,680
Unauthorized copy/distribution of these plans is prohibited.
9,140
Client Name
Mark Bain Constructions
1 Upper Floor Plan Project Name
1:100 Proposed New Residence
95 Hollett Road, Noosaville
Qld, 4565
Drawing Title:
UPPER
FLOOR PLAN
Scale:
Date: 15.10.2018
As Shown @ A3 Size
Status: CD Checked By: NPH
Project No: Drawing No.:
HRN095 CD03
Plot Date: 15/10/2018
Section 6
Trimdeck roof sheeting @35° Pitch
Trimdeck roof sheeting @35° Pitch
3,700
Trimdeck roof sheeting @35° Pitch
2,700 CL
2,400 JL
7,856
Trimdeck roof sheeting
@12° Pitch
3,900
2,700 CL
140 x 140 Painted
2.400 JL
timber posts
Face brick Hardies Linea weatherboard cladding 200 x 200 Painted timber posts Base sheet with 61 x 31 battens
1 Elevation 01
1:100
Trimdeck roof sheeting @18° Pitch
2,700 CL
2,400 JL
7,856
Alfresco 4,000 CL
3,500
2,700 CL
2.400 JL
Hardies Linea weatherboard cladding
2 Elevation 02
1:100
Drawing Title: Scale: As Shown @ A3 Date: 15.10.2018
Client Name
15 Ross Cresent ELEVATIONS 01
Mark Bain Constructions CD
Status: Checked By: NPH
Sunshine Beach The builder shall check and verify all dimensions and verify
REVISION A Queensland 4567
Project Name
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.:
HRN095 CD04
purposes until issued by the Designer for construction. In the
95 Hollett Road, Noosaville
Ph 07 5447 4443 Qld, 4565
first instance contact :
Mr Nigel Heald 07 5447 4443
C:\Users\Bain\AppData\Local\Temp\HOLLETT ROAD WKG DWG'S 181015.pln Plot Date: 15/10/2018
Section 7
Trimdeck roof sheeting @35° Pitch
Trimdeck roof sheeting @35° Pitch
2,700 CL
2,400 JL
Trimdeck roof
7,856
sheeting @12° Pitch
Alfresco 4,000 CL
Alfresco 2,700 CL
4,300
3,400 CL
3,500
2,700 CL
2,400 JL
2.400 JL
Trimdeck roof
140 x 140 Painted timber posts Wall lights as per Spec. 140 x 140 Painted timber posts
sheeting @9° Pitch
1 Elevation 03
1:100
Trimdeck roof sheeting @35° Pitch Trimdeck roof
sheeting @18° Pitch
7,856
Games/Bed 4 - 3.400 CL
Alfresco 4,000 CL
5,038
4,726
3,800
3,500
3,400
2,700 CL
2,400 JL
2.400 JL
2,700
1,200
Garage doors as per Spec. Aluminium framed doors and windows 140 x 140 Painted timber posts
2 Elevation 04
1:100
Drawing Title: Scale: As Shown @ A3 Date: 15.10.2018
Client Name
15 Ross Cresent ELEVATIONS 02
Mark Bain Constructions CD Status: Checked By: NPH
Sunshine Beach The builder shall check and verify all dimensions and verify
REVISION A
Project Name 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
HRN095 CD05
purposes until issued by the Designer for construction. In the
95 Hollett Road, Noosaville
Ph 07 5447 4443 Qld, 4565
first instance contact :
Mr Nigel Heald 07 5447 4443
C:\Users\Bain\AppData\Local\Temp\HOLLETT ROAD WKG DWG'S 181015.pln Plot Date: 15/10/2018
Section 8
dp dp
dp
dp
9 degrees
dp
A: 11.77 m2 12 degrees
A: 12.78 m2
dp dp
18 degrees 12 degrees
dp
dp
dp
A: 85.41 m2 A: 15.68 m2
12 degrees
A: 13.09 m2
12 degrees
18 degrees A: 14.16 m2
A: 70.36 m2
35 degrees
A: 42.89 m2 9 degrees
A: 4.61 m2
12 degrees
A: 15.89 m2
dp
dp
35 degrees
A: 8.55 m2 35 degrees
35 degrees A: 47.05 m2
A: 46.33 m2
dp
35 degrees
dp
A: 8.55 m2
dp
dp
dp
9 degrees 9 degrees
A: 9.33 m2 A: 9.33 m2
35 degrees 35 degrees
A: 13.38 m2 A: 13.38 m2
35 degrees
dp dp A: 36.86 m2
dp
dp
dp
dp
dp
35 degrees Lysaght Trimdeck Roof Sheeting
A: 7.23 m2 Total roof sheet area = 640.35m²
35 degrees
dp
A: 43.94 m2
Total gutter length(Megaflow HF 150 Quad) = 126.045m
35 degrees
A: 7.23 m2
Downpipes - not located more than 1.2m from valleys as required by
BCA, section 3.5.2.5 (c).
35 degrees
A: 32.19 m2
1 Roof Plan
Not to Scale
dp
Drawing Title: Scale: As Shown @ A3 Date: 15.10.2018
Client Name
15 Ross Cresent
Mark Bain Constructions
ROOF PLAN
Status: CD Checked By: NPH
Sunshine Beach The builder shall check and verify all dimensions and verify
REVISION A
Project Name 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
HRN095 CD06
purposes until issued by the Designer for construction. In the
95 Hollett Road, Noosaville
Ph 07 5447 4443 Qld, 4565
first instance contact :
Mr Nigel Heald 07 5447 4443
C:\Users\Bain\AppData\Local\Temp\HOLLETT ROAD WKG DWG'S 181015.pln Plot Date: 15/10/2018
Section 9
Engineer designed T2 treated pine trusses Engineer designed T2 treated pine trusses Fire separation - Non Load bearing area's
(Boral system T1313F) to go from under Truss
level to roof sheeting (any voids to be filled
Colorbond roof sheeting, facsia & gutter 65mm Anticon roof insulation with rock wool) - in areas nominated on floor
plan cloud - including soffit voids
65mm Anticon roof insulation
Colorbond roof sheeting, facsia & gutter
Fire separation - Load bearing area's(Boral
system T2626F) to go from floor to under Truss
level - in areas nominated on floor plan cloud
10mm Gyprock ceiling linings 4.5mm FC infill over doors, windows & soffits 10mm Gyprock ceiling linings
4.5mm FC 'Hardiflex' soffits
Cornice Cornice
Hardies Linea weatherboard cladding
Aluminium framed doors and windows Aluminium framed doors and windows
T2 Treated pine wall frames
2,700 CL
2,700 CL
2,400 JL
2,400 JL
42 x 12 square dressed architrave 42 x 12 square dressed architrave
Vapour permeable membrane
Plasterboard internal linings Common brick with rendered & painted finish Plasterboard internal linings
2,700 CL
Glass wool wall insulation R1.5
2,400 JL
63 x 12 square dressed skirting 63 x 12 square dressed skirting Hardies Axon wall cladding
T2 Treated pine wall frames
Smartfilm termite treatment
Smartfilm termite treatment
& dampcourse Engineer designed concrete slab and footings
Engineer designed concrete slab and footings
1 Typical Section - Rendered Brick Wall 2 Typical Section - Timber Wall
1:50 1:50
Water Conservation
PERFORMANCE CRITERIA 3 Typical Section
1:50
The volume of water used in toilet cisterns in a new Class 1 building and a sole-occupancy
unit of a new Class 2 building and in an existing class 1 building or a sole-occupancy unit
of an existing class 2 building where toilets are replaced does not exceed the volume of Fire Wall - Firecheck/Roofspace separation detail
necessary for the proper functioning and operation of the toilet.
Where the following symbol appears on any part of the attached documentation, the
relevant contractor must ensure that the guidelines for Water Conservation are adhered to, as
NB. Generic pitch shown, see Elevations for actual.
outlined below in "Acceptable Solutions".
ACCEPTABLE SOLUTIONS
In a new Class 1 building and a sole-occupancy unit of a new Class 2 building, and in an
existing class 1 building or a sole-occupancy unit of an existing Class 2 building where toilets Materials
are replaced, toilet cisterns have dual flush capability that does not exceed 6 litres on full flush
and 3 litres on half flush. Roofing COLORBOND SHHET METAL ROOF - PITCH AS PER ELEVATIONS
Roof Trusses ENGINEER DESIGNED ROOF TRUSSES - PITCH AS PER ELEVATIONS
RELEVANT CONTRACTORS COMPLIANCE - WATER CONSERVATION
Ceiling Battens 22mm TOP HAT CEILING BATTENS INTERNALLY TO HOUSE
35x42mm AIR DRIED PINE CEILING BATTENS TO EXTERNAL CEILINGS & SOFFITTS
NOTE TO RELEVANT CONTRACTOR: please list the product(s) used that conform to the FIX AT MAX. 450mm CRS.
"Acceptable Solutions" as described above.
Roof Battens 50mm TOP HAT ROOF BATTENS BATTENS AT 900mm CRS. & 450mm CRS. AT EDGES
Hot Water Supply Insulation 65mm ANTICON ROOF INSULATION FIXED IN ACCORDANCE WITH MANUFACTURES SPECIFICATIONS
Gutters 'LYSAGHT' 150mm WIDE QUAD GUTTERS OR SIMILAR
PERFORMANCE CRITERIA
Fascias METAL COLORBOND FASCIAS & BARGE BOARDS
A new class 1 building must use hot water systems that have a low greenhouse gas emissions
impact. Soffits 'JAMES HARDIES' ECLIPSA OR HARDIFLEX EAVES LININGS OR SIMILAR
EXTERNAL WALLS-70mm MPG12 STUD WALL FRAMING
Where the following symbol HWS appears on any part of the attached documentation, the Wall Framing
relevant contractor must ensure that the guidelines for Hot Water Supply are adhered to, as
INTERNAL WALLS-70mm MPG12 STUD WALL FRAMING
outlined below in "Acceptable Solutions". External BRICK VENEER - FACE OR RENDERED AS DESIGNATED ON ELEVATIONS
Wall Cladding LIGHTWEIGHT CLADDING PRODUCT - AS DESIGNATED ON ELEVATIONS
ACCEPTABLE SOLUTIONS
Internal 10mm PLASTERBOARD WALL & CEILING LININGS
In a new Class 1 building, a hot water supply is provided by: Wall Linings 6mm VILLABOARD TO WET AREA WALLS
(a) A heat pump or a solar hot water system that is eligible to receive:
Flooring ENGINEER DESIGNED WAFFLE POD & CONCRETE SLAB
(i) In a building with 3 or more bedrooms, at least 22 Renewable Energy
Certificates; or Floor REFER TO FLOOR PLAN
(ii) In a building with 1 or 2 bedrooms, at least 14 Renewable Energy Certificates; Coverings
or
(b) A gas hot water system with a five star energy rating. Entry Door SOLID CORE 2040 X 820 AS PER SPEC
Note: Renewable Energy Certificates are issued under the Commonwealth Government's Internal Doors HAG 12 HOLLOW CORE
Mandatory Renewable Energy Target.
Cornice 90mm CORNICES
RELEVANT CONTRACTORS COMPLIANCE - HOT WATER SUPPLY
NOTE TO RELEVANT CONTRACTOR: please list the product(s) used that conform to the
"Acceptable Solutions" as described above.
Drawing Title: Date: 15.10.2018
SECTIONS
Client Name Scale: As Shown @ A3
15 Ross Cresent
Mark Bain Constructions Status: CD Checked By: NPH
Sunshine Beach The builder shall check and verify all dimensions and verify
REVISION A Queensland 4567
Project Name
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.:
HRN095 CD07
purposes until issued by the Designer for construction. In the
95 Hollett Road, Noosaville
Ph 07 5447 4443 Qld, 4565
first instance contact :
Mr Nigel Heald 07 5447 4443
C:\Users\Bain\AppData\Local\Temp\HOLLETT ROAD WKG DWG'S 181015.pln Plot Date: 15/10/2018
Section 10
C:\Users\Bain\AppData\Local\Temp\HOLLETT ROAD WKG DWG'S
181015.pln
29,710
80 1,000 5,780 22,850 REVISION A
11,810
890 4,000 890 1,950
1,100 2,005 800 4,000 800 2,005 1,100
140 160 160 140 7,000
100 140 2,920 140 100
100
140 100 100 140
105 140 6,030 140 105
140
105
105
4,000
2,000
140
140
1,760
100
2,000
1,755
140
Outside face of brickwork
Outside face of brickwork
3,310
4,090
7,730
Outside face of brickwork
140
3,310
Freestanding Bath
8,700
8,700
2,560
9,530
2100
140
140 100
1000
12,680
105
1,000
900
140
5,860 3,990 3,640 3,330 1700 1,755 105
2,000
1,370
2,220 3,640
2,340 Outside face of brickwork
6,950
6,950
Outside face of brickwork
1,630
1,830
1,830
100
5,350
200 200
830
1,980
200
5,780
2,340
4,210
3,440
3,640 3,990 3,640
24,060
200
160
1,080
420
200 100 100 200
160 200 2,670 200 160 Outside face of brickwork
3,990 6,030
2,480
3,000
100
15 Ross Cresent, Sunshine Beach
Queensland, 4567
990
Foundation Layout
Outside face of brickwork
1
The designs and drawings shown on these plans are copyrighted
and remain the property of Mark Bain Constructions,
Not to Scale Unauthorized copy/distribution of these plans is prohibited.
10,460
10,460
2,480
4,460
Client Name
Mark Bain Constructions
Project Name
CONCRETE EARTHWORKS PLUMBING
Slab measurements are to the outside face of external skin. Fixture dimensions to be used as a guide only. Proposed New Residence
990
Refer soil report for footing & slab design. Fixture and fitting sizes may vary; therefore dimensions
Concrete construction is to comply with AS2870. may not be exact. 95 Hollett Road, Noosaville
Masonry construction is to comply with AS3700 and clause Fixture and fitting dimensions are to be checked on site. Qld, 4565
F1.4 of the BCA.
100
Walls are to be articulated in accordance with construction
note 'TN61- Articulated Walling'.
3,000
Articulated joints are to be placed at sides of openings and
Drawing Title:
2,480
TERMITE PROTECTION
behind downpipes unless noted otherwise.
All wet areas are to have floor wastes with local fall to Must be inaccordance with AS 3660.1.2000, 'Termite management. Part 1. FOUNDATION
floor wastes. New building work.
All dimensions and levels on plans are to be confirmed
on site prior to commencing construction.
Areas not protected by chemicals in accordance with AS 2057
to have physical barriers in accordance with AS 1694.
LAYOUT
Scale:
Date: 15.10.2018
As Shown @ A3 Size
420
7,460 600 Status: CD Checked By: NPH
8,060 Project No: Drawing No.:
29,710
HRN095 CD08
Plot Date: 15/10/2018
Section 11
C:\Users\Bain\AppData\Local\Temp\HOLLETT ROAD WKG DWG'S
181015.pln
REVISION A
dp dp
1 Electrical Plan
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Not to Scale
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ex
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t
t
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tv
u
tv
u
u
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tv t
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t
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W D
u
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HWS
ELECTRICAL LEGEND NOTES
ALL SMOKE ALARMS ARE TO BE
PHOTOELECTRIC TYPE COMPLYING WITH
QTY QTY QTY AS3786 - 2014
5 NOTES
SINGLE GPO POINT 0 DOUBLE PARAFLOOD LIGHT
8 CEILING FAN 3 BLADE PROVIDE ENERGY EFFICIENT LIGHTING TO
80% OF TOTAL FLOOR AREA AS PER
40 DOUBLE GPO POINT 4 IXL LIGHT SUSTAINABLE HOUSING REQUIREMENTS. 15 Ross Cresent, Sunshine Beach
ELECTRICAL POWER POINT IN CEILING FOR
u 0 CEILING FAN/LIGHT 3 BLADE Queensland, 4567
dp
3 0 ARIAL BOOSTER IF REQUIRED
UNDER BENCH GPO POINT EXTERNAL BUNKER @ 2400
The designs and drawings shown on these plans are copyrighted
ELECTRICAL NOTES and remain the property of Mark Bain Constructions,
u SINGLE BATTEN FLUORESENT
1 DOUBLE GPO POINT 3 1. ALL MATERIALS AND WORKMANSHIP Unauthorized copy/distribution of these plans is prohibited.
LIGHT WITH DIFFUSER
GAS
2 CEILING FAN STAINLESS 3 BLADE SHALL BE IN ACCORDANCE WITH AS 3000.
ex DOUBLE BATTEN FLUORESENT 2. ALL WORK SHALL BE PERFORMED BY Client Name
0 EXTERNAL GPO POINT 0 LICENSED ELECTRICAL TECHNICIANS.
LIGHT WITH DIFFUSER Mark Bain Constructions
0 FO FIBRE OPTIC 3. ALL CONDUITS AND WIRING SHALL BE
ex EXTERNAL DOUBLE Project Name
1 0 BONDI ENTRY LIGHT @ 2400 CONCEALED, SIZES SHALL BE IN ACCORDANCE
GPO POINT 0 A/C A/C UNIT WITH AS 3000
4. CONFIRM THE LOCATION OF ALL ITEMS ON
Proposed New Residence
0 PENDANT LIGHT (SEE SPEC.) 0 EXHAUST FAN SITE WITH THE OWNER 95 Hollett Road, Noosaville
1 HWS HOT WATER SYSTEM
5. LIGHT SWITCHES @ 1070 ABOVE FLOOR Qld, 4565
ELEC
LOW VOLTAGE
0 7 SMOKE ALARM 1 GAS GAS BOTTLES 6. NORMAL GPO @ 300 ABOVE FLOOR.
DOWN LIGHT
dp
7. RANGEHOOD GPO @ 1800 ABOVE FLOOR
ENERGY EFFICIENT t 1 METER BOX 8. FRIDGE GPO @ 1600 ABOVE FLOOR.
62 4 PHONE/DATA POINT ELEC Drawing Title:
DOWN LIGHT 9. DISHWASHER GPO @ 450 ABOVE FLOOR
AND IN CUPBOARD
0
OYSTER LIGHT
(Circular Fluro)
3
tv
TV JACK
DUCTED AIR CONDITIONING 10. W/MACHINE GPO @ 1200 ABOVE FLOOR ELECTRICAL PLAN
Positions TBC 11. GARAGE GPO ON CEILING.
11 2 WAY LIGHT SWITCH 20 SINGLE LIGHT SWITCH 12. GPO ABOVE BENCHES @100 ABOVE BENCHES Scale:
Date: 15.10.2018
As Shown @ A3 Size
Status: CD Checked By: NPH
Project No: Drawing No.:
HRN095 CD09
Plot Date: 15/10/2018
Used in these records
HRN095_Construction Set_Rev A_181015.pdfRelated documentApplication case desk ↗
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