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Attachment A Proposal Plans
Attached to the e-mail MCU14/0103 Development Application IDAS Forms and planning report Email 1 of 2.
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Plans and drawings
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Log in to see the plans as drawn GENERAL SPECIFICATION NEW DWELLING
All works to be in accordance with the
BUILDING CODE OF AUSTRALIA for
and all other Codes and Standards as required.
Some notes may not apply to all projects
CAROL & IAN GORDON
1. All structural timbers to comply with AS 1684-2006 10. Excavation of trenches for footings, drainage, sewerage, etc., to be in 19. Unless noted otherwise, all masonry block wall dimensions to be 190mm., stud
accordance with the requirements of the local Controlling Authorities. walls to be 90mm MGP with all other walls as noted on Floor Plan.
2. Brickwork shall comply with AS 3700. at
All brickwork shall be solidly bonded and laid on a full bed of 10mm. mortar 11. Smoke detectors to comply with AS 3786 and must also comply with the BCA 20. Glass bricks to be laid in 3:1 mortar mix using fatty sand & waterproofing agent
with all joints filled. Wall ties spaced at 460mm. cts horizontally and 610mm. 3.7.2. with 6mmØ. reinforcing rods every horizontal course. Set into jambs 15mm. min.,
cts vertically or vice-versa and within 300mm of articulation joints, to comply perimeter panels to be sealed with silicon and/or foam expansions in channel. 146 SOLAR ROAD, EAGLES NEST,
with AS 2699. 12. Safety switches to be installed to the requirements of the local
Controlling Authority. 21. Figured dimensions shall always take precedence over scale. MT COOROY, QLD 4563
3. Subfloor ventilation;
- 150mm. min. bearer to ground clearance for strip flooring. 13. All glazing to comply with AS 1288-2006. 22. Termite prevention works must be in accordance with AS 3660.1 - 2000.
- 200mm. min. bearer to ground clearance for sheet flooring.
- Minimum 7500mm²/Metre of external masonry veneer wall. 14. From information provided, the design wind speed is N3 (41m/s). 23. For buildings in close proximity to the sea, ensure that all steelwork, brick
- Minimum 22000mm²/Metre of internal dwarf walls. cavity ties, steel lintels, etc. that are embedded or fixed into masonry, be protected
- Weep holes at max. 1200mm. centres to comply with AS 3700. 15. Insulation to comply with Clause F6.1 (Building Code of Australia) with a in accordance with AS 1650 or AS 3700-1988 Table 2.2, hot dipped galvanised
minimum rating of; iron, stainless steel or cadmium coated.
4. Damp-proof courses to be an approved waterproof cement mortar or Timber Floors PLAN SCHEDULE
bituminous paper placed 75mm. below floor level. - R2.5 min. to new habitable roof and/or ceiling areas only. 24. The Builder to take all measures necessary to ensure the stability of new
A second course to be laid 1 or 2 brick courses higher. - R1.5 min. double sided foil to new external walls. and/or existing structures during construction and generally ensure the
- R1.5 min. double sided expandable foil to new timber floors. watertightness of all works during construction. A101 Cover Sheet
5. Firebox inserts shall be installed in accordance with manufacturers Concrete Floors A102 Site Plan
specifications and in accordance with AS 2918. - R2.5 min. to new habitable roof and/or ceiling areas only. 25. These plans have been prepared for the exclusive use of the customer and
- R1.3 min. double sided foil to new external walls. only for the purpose expressly notified to the author. Any other person who uses A103 Floor plan on exist survey
6. Top soil and all organic matter to be removed from under where a concrete or relies on these plans without the written consent of Southern Cross Design & A104 Ground Floor Plan
slab-on-ground is to be poured. 16. No part of any building to encroach Site or Title boundaries. Drafting does so at their own risk and no responsibility is accepted by Southern
Cross Design & Drafting for such use and/or reliance. A105 Elevations
7. Structural steel and concrete to comply with the Structural Engineer's 17. Provide Bush fire preventative measures where required by local Council
design and computations and shall take precedence over instructions on this 26. DO NOT SCALE OFF DRAWINGS.
A106 Sections 1
plan. 18.Stair design; The Owner/Builder and/or subcontractor to confirm all dimensions, setbacks and A107 Roof Plan
- Risers 190mm. Maximum levels prior to commencing construction, ordering materials or preparing shop
8. Reinforced concrete to be min. 25MPa. complying with AS 2870 - 1996, 115mm. Minimum drawings and shall be responsible for ensuring that all building works conform to A108 Reflected Ceiling Plan
(unless directed otherwise by structural Engineer) and; - Treads 355mm. Maximum the Building Code of Australia, AS codes (current editions) Building regulations, A109 Schedules
- Trench mesh for concrete footings to be lapped a min. 500mm. and have a 240mm. Minimum local by-laws and Town Planning requirements. All discrepancies must be referred
top and/or bottom cover of min. 50mm, unless directed otherwise by - Risers and Treads to be constant in size throughout the flight. to this office for clarification. A110 Notes
Engineer. - Ensure gap between treads does not exceed 125mm, or provide infills to block A111 Electrical Plan
- Fabric mesh to be lapped a minimum of 225mm. and have a minimum top access if larger. 27. © COPYRIGHT WARNING.
and/or bottom cover of 25mm, unless directed otherwise by Engineer. - Min. 2000mm. vertical head clearance when measured from the nosing of the This plan is the exclusive property of Southern Cross Design & Drafting and must
tread. not be used, reproduced or copied, wholly or in part. Any infringement of the
9. Garages, Open Garages and Carports to have a maximum height of - Stair to be min. 750mm. wide when measured clear of all obstructions. Copyright will result in legal action being taken against both the Owner and/or
3600mm,when measured from the ground level to the top of the roofing, at or - Handrail to be a constant minimum 865mm high above the nosing of treads Builder.
within 1000mm. of the Title boundary, and shall not be constructed so as to and minimum 1000mm. high above all landings, balconies and the like that
reduce the open-to-sky space to less than 1000mm. from the edge of the exceed 1000mm. above the finished adjacent ground or floor level. 28. These notes are neither exhaustive nor a substitute for regulations, statutory
guttering/barge board to a habitable room window on it's own site. - Balusters and rails, etc., to have max. spacing of 125mm. requirements, building practice or contractual obligations and unless expressly
- Wire balustrading to comply with Table 3.9.2.1 of the BCA. stated otherwise, are provided only as a guide.
No responsibility is accepted for their use.
29. These Drawings are to be used in conjuction with Engineering Drawings.
3D View 1
Scale:
ISSUES NOTES:
Rev. Date Description Scan here
Scale: Drawn: Job No: NEW DWELLING
These drawings have been prepared for Building Permit application only. It is the
H 10-10-2014 Revisions as per client's requests Builders/owners responsibilitly to further interpret the design and drawings to detail AS for
K 12-11-2014 Revisions as per client's requests the project for construction. DO NOT
Unit 5/174 Brisbane Rd, Builder shall verify all locations of services, dimensions and levels prior to
L 26-11-2014 Revisions as per client's requests Mooloolaba, QLD construction.
Setout dimensions on site shall be confirmed by builder before commencement of SCALE ANY CAROL & IAN GORDON Cover Sheet
Ph: 5478 0222
Fax: 5478 0555 construction & ordering. at
Amend setout if necessary to comply with council by-laws and setbacks distances. DIMENSIONS Date: Checked: Sheet No:
QR Code During construction the building shall be maintained and no part shall be 146 SOLAR ROAD, EAGLES NEST,
overstressed. 12-11-2014 TL A101
www.southerncrossdrafting.com.au MT COOROY, QLD 4563
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Full text of sections 2 to 6 (of 11)
Section 2
RPD
5
51° 23
' 00" LOT 14 on SP 223759
7 m 3"
°
PARISH of Noosa
5
24.643 63°
.67
m 40 COUNTY of March
34
45 33'
70.0 ' 50"
NO
28
m AREA: 4.325 ha
RT
H
5
PROPOSED
7 m 3"
RESIDENCE
NO
GENERAL NOTES
5°
.67
2
34
92
3
RT
45 33'
1. All survey pegs are to be sited in position
4
H
3
402
prior to the commencement of construction.
9'
.21
40
2. The dwelling is not to exceed 8.5m above the
"
POOL: Natural Ground Line.
°4 9 m
1:5
36520 ROOF LINE
350
1 3. The profile of the vehicle access drive is to be
2 as per Local Authority requirements.
RL 93700
4. The site is to be adequately drained to the Engineer's
recommendation as set out in the soil report and
CSIRO recommendations for the maintenance of
residential slabs and footings.
5. Stormwater to on-site rain water storage tank and
76.344 m
313° 07' 20"
Existing Shed to street kerb in accordance with Local Authority
be demolished requirements.
Concrete slab to 6. All downpipes to be 90dia UPVC. Number off as
45.714 m
ROOF LINE
be demolished shown.
133° 25' 50"
7. All dimensions are in millimetres.
71 8. Household waste refer Engineer's design and details.
°2
Driveway
Gravel 64163 52 8'
9. All dimensions to be checked prior to construction.
.62 00"
3m
296°
POOL: 71
44.062
°2
8'
m
52
42' 51"
.62 00"
ROOF LINE OVER 3m
Existing unsealed
1 driveway New stone
41
2 entry walls
36520
86 .92
25
"
°4 8
9' m
RL 93700 New Driveway by driveway
specialist. (sealed)
5
1:
29.623 m
0"
308° 14' 25"
RL 93700 '3
Pergola
36 m
Driveway grading by driveway 9° 76
1:7
PROPOSED RESIDENCE specialist. Slope shown is 17 6.2
natural surface. 24
ROOF LINE OVER
PROPOSED
ENTRANCE
76.344 m
313° 07' 20"
COVERED
WALKWAY
PROPOSED
m
35"
PROPOSED STUDIO 146.596 Area Schedule
317° 25' Name Area
Living 344.6 m²
Verandah under roof 2 96.2 m²
PROPOSED GARAGE
Pergola / deck 55.8 m²
Verandah under roof 1 54.0 m²
Pergola Garage 1 48.4 m²
Garage 2 48.4 m²
Covered Walkway under roof 23.6 m²
PROPOSED GARAGE Pool Deck no roof 1 21.9 m²
Pool Deck no roof 2 21.9 m²
240
° 43 Garage Pergola 21.7 m²
64.2 ' 50"
48 m Entrance Portico 16.1 m²
BBQ 5.2 m²
Grand total 757.8 m²
Site Plan
Scale: 1 : 1000
NOTE : LEVELS ON THIS PLAN ARE EXISTING
SITE LEVELS PRIOR TOP PREPARATION
OF BUILDING PLATFORM
Site Plan
Scale: 1 : 200
ISSUES NOTES:
Rev. Date Description Scan here
Scale: Drawn: Job No: NEW DWELLING
These drawings have been prepared for Building Permit application only. It is the for
H 10-10-2014 Revisions as per client's requests Builders/owners responsibilitly to further interpret the design and drawings to detail As indicated AS & PC
K 12-11-2014 Revisions as per client's requests the project for construction. DO NOT
Unit 5/174 Brisbane Rd, Builder shall verify all locations of services, dimensions and levels prior to
L 26-11-2014 Revisions as per client's requests Mooloolaba, QLD construction.
Setout dimensions on site shall be confirmed by builder before commencement of SCALE ANY CAROL & IAN GORDON Site Plan
Ph: 5478 0222
Fax: 5478 0555 construction & ordering. at
Amend setout if necessary to comply with council by-laws and setbacks distances. DIMENSIONS Date: Checked: Sheet No:
QR Code During construction the building shall be maintained and no part shall be 146 SOLAR ROAD, EAGLES NEST,
overstressed. 12-11-2014 TL A102
www.southerncrossdrafting.com.au MT COOROY, QLD 4563
Section 3
1 2
A106 A106
35865 GENERAL NOTES
ELEVATIONS 3190 12895 9000 10780 4900
1. All survey pegs are to be sited in position
D 190 5000 190 2235 90 5000 190 9000 190 6970 3430 190 prior to the commencement of construction.
C A 5000 190 8620 190 5000 10650 2. The dwelling is not to exceed 8.5m above the
Natural Ground Line.
B 3. The profile of the vehicle access drive is to be
as per Local Authority requirements.
4. The site is to be adequately drained to the Engineer's
POOL
POOL DECK recommendation as set out in the soil report and
NO
BENCH SEATING
4000
CSIRO recommendations for the maintenance of
RT
residential slabs and footings.
H
BENCH SEATING 5. Stormwater to on-site rain water storage tank and
Hood / Roof over D12 to future detail
street kerb in accordance with Local Authority
requirements.
900 MAX
Special 900 - 1200 Ditch (for no handrail, no pool fence)
STEP
BAL BAL
1200
ROOF LINE OVER BAL
BLK-RF BLK-RF BLK-RF BLK-RF BLK-RF BLK-RF 6. All downpipes to be 90dia UPVC. Number off as
Beam Over
600
Beam Over
shown.
290
290 5713 PVR 290 5713 290 310 290 7800 290 310 290 4655 290 4655 290
7. All dimensions are in millimetres.
3000
3000
3000
3000
3000
RL 93700
2110
W09 W10 W11 W12 W13
HOUSE DECK W14 W15 W16 8. Household waste refer Engineer's design and details.
2609 DH 2609 DH 2 x 2609 DH 2609 DH 2609 DH 1609 DH 1609 FG 1609 DH
PVR BLK-RF 9. All dimensions to be checked prior to construction.
190
190
190
Beam Over
290
D13 D18 D19 D20
1800 1800 1800 1800
W08
FPL
2609 DH
2050
Shr
Kitchen ABBREVIATION SCHEDULE
Counter
2710
CONC-TF CONC-TF
Glass screen VERANDAH BAL BALUSTRADE - GLASS PANEL
Beam Over
4000
4000
D12
1800
BEDROOM 1 CONC-PVR
W17
BLK-RF COMMON FACE BLOCKWORK - RENDERED
1609 DH
ENSUITE DINING / LIVING FINISH
BLK-RF
D14
ALFRESCO
820
Flat Ceiling
4410
290
D17
D11 BEDROOM 2 CONC-TF
5910
1600
CT-NS COL COLUMN 300 x 300 - REFER STRUCTURAL
PVR
W07
CONC-TF
2609 DH
5 PANEL BIFOLD
Beam Over CONC CONCRETE
D21
190
1800
PVR
1790
3 3 CONC-PF CONCRETE - POLISHED FINISH
4300
Flush mounted sliding Glass screen
W31 Over
A106 doors mounted & Raked Ceiling A106
D10 concealed within BLK-RF CONC-TF CONCRETE TIMBER FINISH
290
1800 timber framed wall FPL
C C
CT-NS CERAMIC TILE - NON-SLIP
820
D25
W18
Raked Ceiling
11570
FPL FIRE PLACE
1609 DH
4190
4000
D02 D03
90
12190
12570
ENSUITE D16 1800 1800 GDR GRATED DRAIN
820
D24
2530
D07 1600 KITCHEN DESIGN BY SPECIALIST
CT-NS PVR PAVER T.B.C.
Counter
1800 PASSAGE Flat Ceiling
2000
D08 D08 D05 CONC-TF D23
W06
820 820 920 2600h x 4000w opening BLK-RF
920
290
RL 93700
FPL
190
190
D06 6 / W32 Over
920 COAT Fr
GUEST WC STORE 1500 1500
W05
Kitchen
W38
D01 (TBC BY OWNER)
2612 DH 2612 DH
CT-NS CT-NS
2080
Raked Ceiling 3000 Fz CT-NS BBQ
5840
GDR D09 LAUNDRY Raked Ceiling
WIR STORE
3190
1500
3000
3000
ENSUITE CT-NS
CONC-TF GDR
W27
CONC-PF CT-NS TV ROOM D22
D04 1600
Raked Ceiling Raked Ceiling CONC-TF
900
FALL
50mm
Beam Over
Beam Over
RL 93700
190
190
2300
W28
W04 W03 W02 W01
1609 DH 1612 FG 1609 DH
2609 DH 1618 DH COL COL COL COL
1609 DH 2609 DH
1000
1000190
Beam Over
ROOF LINE OVER ENTRANCE PORTICO
190
190
CONC-PF W30 W29 D15
YARD
2590
2 x 2609 DH 2 x 2609 DH 1600
2290
1 2 2570
Pergola over walkway
FALL
A106 A106
50mm
290
190 3100 90 6500 90 4235 90 3000 190 6200 190 1210 190 7000 190 3210 190
1990 190 4700 90 4900 90 4235 90 1600 190 1400 300 5600 300 1400 190 7000 190 3210 190
7430
7430
2570
16085 9000 10780 3400
6380
BLK-RF
290
190 6000 190
Paved Walkway
PVR
1710
W41 D26 W42
2609 DH 1800 2609 DH
BLK-RF
190
Ground Floor Plan STUDIO D27
1800
Beam Over
CONC
3110
Scale: 1 : 100 RL 93650
D29
920
ROOF LINE OVER
90
7580
D28 GARAGE
4 3310 CONC
4000
A106
190
W40
2609 DH
BLK-RF BLK-RF
PERGOLA
3500
Section 4
3500
BLK-RF
W39
2609 DH
190
GARAGE
D30
3310 CONC
4000
RL 93650
D33
920
7580
90
ROOF LINE OVER
WORKSHOP
CONC
D31
3110
D32 1800
3910
0 2 4 6 8 10m
BLK-RF
190
FALL
RAMP
Scale 1 : 100
ISSUES NOTES:
Rev. Date Description Scan here
Scale: Drawn: Job No: NEW DWELLING
These drawings have been prepared for Building Permit application only. It is the for
H 10-10-2014 Revisions as per client's requests Builders/owners responsibilitly to further interpret the design and drawings to detail 1 : 100 AS
K 12-11-2014 Revisions as per client's requests the project for construction. DO NOT
Unit 5/174 Brisbane Rd, Builder shall verify all locations of services, dimensions and levels prior to
L 26-11-2014 Revisions as per client's requests Mooloolaba, QLD construction. CAROL & IAN GORDON Ground Floor Plan
Ph: 5478 0222
Setout dimensions on site shall be confirmed by builder before commencement of SCALE ANY
Fax: 5478 0555 construction & ordering. at
Amend setout if necessary to comply with council by-laws and setbacks distances. DIMENSIONS Date: Checked: Sheet No:
QR Code During construction the building shall be maintained and no part shall be 146 SOLAR ROAD, EAGLES NEST,
overstressed. 12-11-2014 TL A104
www.southerncrossdrafting.com.au MT COOROY, QLD 4563
Section 5
MRS-Custom FPL
Orb MF
35.0° Roof
101.200
MRS-Custom MRS-Custom FPL GENERAL NOTES
Orb Orb
190 190 Roof water to be discharged to rainwater tank and
W25 W26 street kerb in accordance with Local Authority requirements.
MRS-Custom
0853945 FG 0853945 FG
Orb
W24 W23 Design based upon non-cyclonic N3 for wind speeds
Covered walkway, roof to future detail 062709 FG 062709 FG
5.0° to 41m/s.
W19
W20 W21 W22
PERGOLA 0909 FG 090945 FG
090945 FG
0909 FG PERGOLA Ceiling TERMITE PROTECTION
SL-FC As per Australian Standard AS 3660.1 - 2000.
9000
96.700
max to NSL
D21
W28 W27
4350
BLK-RF BLK-RF W28 1800 BLK-RF BAL Hatchings and fittings are indicative only.
EARTH RAMP D27
D31 BLK-RF 1609 DH 1609 DH 1612 FG BLK-SF Refer Builders Specifications.
1800
1800
93650 93700
93700 SCN W18 W17 Line underside of external covered areas with
DECK BLK-RF 1609 DH 1609 DH PVR DECK Ground Floor Level FC sheeting
93.700
FSL All doors and windows are to be Aluminium framed
unless noted otherwise.
CONC-SF
All dimensions to be checked prior to construction.
ELEVATION A
ABBREVIATION SCHEDULE
Scale: 1 : 100 BAL BALUSTRADE - GLASS PANEL
MRS-Custom SRB
BLK-RF BLK-RF COMMON FACE BLOCKWORK - RENDERED FINISH
Orb Fill to achieve 900 max step down
FPL
BLK-SF COMMON FACE BLOCKWORK - STONE FACED
MEG
COL COLUMN 300 x 300 - REFER STRUCTURAL
CONC-SF CONCRETE - STONE FACED
FPL FPL FIRE PLACE
GDR GRATED DRAIN
MEG METAL EAVES GUTTER - 300 HALF ROUND
MRS-Custom MF METAL FASCIA - COLORBOND
MEG Orb W31 W32 W33 W34 W35 W36
0606- FG 0606- FG 0606- FG 0606- FG 0606- FG 0606- FG MRS-Custom Orb
MRS-Custom SCN SCREEN - TIMBER POLE
Orb
W37 Ceiling SL-FC SOFFIT LINING - FC SHEET
0430 FG D22 SRB STRUCTURAL ROOF BEAM
BLK-SF 96.700
1600
BLK-RF
BLK-RF
3000
W04 D01 W30 W29
3000 2 x 2609 DH D15
2609 DH BLK-RF BLK-RF 2 x 2609 DH 1600 Ground Floor Level
93.700
W03
1609 DH D04 W01 COL
W02
1618 DH 900 2609 DH
Elevation B Covered walkway over deck,
roof to future detail
Scale: 1 : 100
35.0° MRS-Custom
Orb
MRS-Custom
MRS-Custom
Orb
MF Orb
35.0°
MRS-Custom
Covered walkway, roof to future detail
Orb
5.0°
BLK-RF MF
MEG Ceiling Ceiling
96.700 SRB 96.700
BLK-RF D09
BAL D12 D10 1500 COL
4331
BLK-RF
1800 1800
3750
BLK-RF BLK-RF D32
BLK-RF BLK-RF BLK-RF BLK-RF
3050
3910
Bedroom Ceiling
W08 W07 D28 D30
2609 DH 2609 DH W06 W05 3310 3310
Pool Deck, Fencing as req Ground Floor Level Ground Floor Level
2612 DH 2612 DH
CONC-SF 93.700 93.700
Elevation B
Scale: 1 : 100
Elevation C
Scale: 1 : 100
FPL
MRS-Custom
Orb
Roof
101.200
FPL
FPL
5.0°
Ceiling
96.700
W13 W12 W11 W10
D19 2 x 2609DH W09
W15 W14 2609 DH D18 2609 DH 2609 DH D11
1800 2609 DH BLK-RF
1609 FG 1609 DH 1800 1600
BLK-RF BLK-RF
3000
W16 D20 D03 D02 BLK-RF D13
1609 DH 1800 1800 1800 1800
POOL DECK POOL DECK Ground Floor Level
93.700
form POOL
g plat
ildin
re d bu
Prepa
e level CONC-SF
Original surfac
Elevation D
BLK-RF BLK-RF GDR SCN
Fill to achieve 900 max step down Scale: 1 : 100
0 2 4 6 8 10m
Scale 1 : 100
ISSUES NOTES:
Rev. Date Description Scan here
Scale: Drawn: Job No: NEW DWELLING
These drawings have been prepared for Building Permit application only. It is the for
H 10-10-2014 Revisions as per client's requests Builders/owners responsibilitly to further interpret the design and drawings to detail 1 : 100 AS
the project for construction. DO NOT
K 12-11-2014 Revisions as per client's requests Unit 5/174 Brisbane Rd, Builder shall verify all locations of services, dimensions and levels prior to
L 26-11-2014 Revisions as per client's requests Mooloolaba, QLD construction.
Setout dimensions on site shall be confirmed by builder before commencement of SCALE ANY CAROL & IAN GORDON Elevations
Ph: 5478 0222
Fax: 5478 0555 construction & ordering. at
Amend setout if necessary to comply with council by-laws and setbacks distances. DIMENSIONS Date: Checked: Sheet No:
QR Code During construction the building shall be maintained and no part shall be 146 SOLAR ROAD, EAGLES NEST,
overstressed. 12-11-2014 TL A105
www.southerncrossdrafting.com.au MT COOROY, QLD 4563
Section 6
FPL
MRS-Custom
Orb
Prefabricated timber trusses at 900
Raked ceiling, exposed rafters crs to manufacturers specification Roof
101.200
FPL
4350 ceiling, plaster MRS-Custom
Orb
Ceiling
96.700
PBD 5.0°
Pergola
Plasterceiling,
Raked hip ceiling,
exposed rafters
D03 D02 ENSUITE
BBQ 1800 1800
DINING / LIVING
CONC-TF
VERANDAH BEDROOM 2 ENSUITE BEDROOM 1
CONC-PVR CONC-TF CT-NS CONC-TIM
FSL
300 sq timber column Granular Fill
Granular Fill
Ground Floor Level
93.700
NGL
GF VB
MRS-A ABBREVIATION SCHEDULE
BAL BALUSTRADE - GLASS PANEL
BLK-RF COMMON FACE BLOCKWORK - RENDERED
FINISH
Fill to achieve 900 max step down GF COL COLUMN 300 x 300 - REFER STRUCTURAL
CONC-F CONCRETE FOOTING AND SLAB TO
STRUCTURAL ENGINEERS DETAILS
Section 3 FCS-FJ FIBRE CEMENT SHEETING - FLUSH JOINTED
FPL FIRE PLACE
Scale: 1 : 50 GF GRANULAR FILL
INS-R INSULATION - ROOF - 60mm ANTICON
MBC METAL BARGE CAPPING - COLORBOND
101200 Steel beam concealed
MRS-Custom in timber framing MEG METAL EAVES GUTTER - 300 HALF ROUND
Orb
Roof Roof MF METAL FASCIA - COLORBOND
Prefabricated timber trusses at 900
crs to manufacturers specification 101.200 35.0° 101.200 MRS-A METAL ROOF SHEETING - TYPE A
Steel beam concealed Exposed Rafters
MRS-Custom Orb
in timber framing PBD PLASTERBOARD
T & G lining
SL-FC SOFFIT LINING - FC SHEET
MRS-Custom TRT TIMBER ROOF TRUSS
Orb Exposed trusses
VB VAPOUR BARRIER
4350 lining 5.0°
96700 Plaster ceilng
900
5.0° 5.0°
Ceiling Ceiling
96.700 96.700 35.0°
COL TRT
MRS-Custom
290 sq block column Orb
4350
BLK-RF BLK-RF
PASSAGE INS-R
93700 VERANDAH TV ROOM
BAL BAL CONC-TF BAL DINING / LIVING
CONC-PVR Ground Floor Level CONC-TF CONC-TF Ground Floor Level
93.700 Compacted Fill 93.700
Granular Fill Granular Fill Compacted Fill
Pool
Ceiling
96.700
MEG
Slab & footings to
Compacted Fill engineers detail Original ground line Slab & footings to
engineers detail FCS-EJ
Building Platform
3000
D28 D29
3310 920
3050
BLK-RF
2530
head
GARAGE
CONC
Section 1 Section 2 Ground Floor Level
93.700
Scale: 1 : 100 Scale: 1 : 100
Granular Fill
CONC-F
VB
Section 4
Scale: 1 : 50
ISSUES NOTES:
Rev. Date Description Scan here
Scale: Drawn: Job No: NEW DWELLING
These drawings have been prepared for Building Permit application only. It is the for
H 10-10-2014 Revisions as per client's requests Builders/owners responsibilitly to further interpret the design and drawings to detail As indicated Author
the project for construction. DO NOT
K 12-11-2014 Revisions as per client's requests Unit 5/174 Brisbane Rd, Builder shall verify all locations of services, dimensions and levels prior to
L 26-11-2014 Revisions as per client's requests Mooloolaba, QLD construction.
Setout dimensions on site shall be confirmed by builder before commencement of SCALE ANY CAROL & IAN GORDON Sections 1
Ph: 5478 0222
Fax: 5478 0555 construction & ordering. at
Amend setout if necessary to comply with council by-laws and setbacks distances. DIMENSIONS Date: Checked: Sheet No:
QR Code During construction the building shall be maintained and no part shall be 146 SOLAR ROAD, EAGLES NEST,
overstressed. 12-11-2014 Checker A106
www.southerncrossdrafting.com.au MT COOROY, QLD 4563
The text continues on section 7.