WORK EXAMPLE 02 by Matthew Cernec

Building Code of Australia Building Classification: 1

BCA COMPLIANCE Section A General Provisions (A) Vol. 2 Part 1.3, Clause 1.3.2 Classifications: CLASS 1: One or more buildings which in association constitute (a) Class 1A - A single dwelling, being (i) a detached house, or (ii) one or more attached dwellings, each being a building, separated by a fire-resisting wall, including a row house, terrace house, town house or villa unit; CLASS 10: A non-habitable building being a private garage, carport, shed, or the like. Section C Fire Separation Part 3.7.1 Fire Separation 3.7.1.1 Application Compliance with this Part satisfies Performance Requirement P2.3.1 for fire separation. 3.7.1.2 General Concession - Non-combustible materials The following materials, though combustible or containing combustible fibtres, may be used wherever a noncombustible is required in the Housing Provisions: (a) plasterboard, and (b) perforated gypsum lath with a normal paper finish, and (c) fibrous-plaster sheet, and (d) fibre-reinforced cement sheeting, and (e) pre-finished metal sheeting having a combustible surface finish not exceeding 1mm thick and where the Spread-of-Flame Index of the product is not more than 0; and (f) bonded laminated materials, where (i) each laminate is non-combustible; and (ii) each adhesive layer is not more than 1mm thick; and (iii) the total thickness of adhesive layers is not more than 2mm; and (iv) the Spred-of-Flame Index and the Smoke-Development Index of the laminated material as a whole does not exceed 0 and 3 respectively. 3.7.1.3 External Walls of Class 1 buildings An external wall of a Class 1 building and any openings in that wall must comply with 3.7.1.5, if the wall is less than(a) 900mm from the allotment boundary other than the boundary adjoining a road alignment or other public space; or (b) 1.8m from another building on the same allotment other than appurtenant Class 10 building or a detached part of the same Class 1 building. 3.7.1.4 Measurement of distances (a) The distance from any point on an external wall of a building to an allotment boundary or another building is the distance to that point measured along a line at right angles from the allotment boundary or external wall of the other building which intersects that point without obstruction by a wall complying with 3.7.1.5. (b) Where a wall within a specified distance is required to be constructed in a certain manner, only that part of the wall, (including any openings) within the specified distance, must be constructed in that manner. 3.7.1.5 Construction of External Walls (a) External walls (including gables) required to be fire-resisting [Referred to in 3.7.1.3 or 3.7.1.6] must extend to the underside of a non-combustible roof covering or non-combustible eaves lining, and must(i) have an FRL of not less than 60/60/60 when tested from the outside; or (ii) be of masonry-veneer construction in which the external masonry veneer is not less than 90mm thick; or (iii) be of masonry construction not less than 90mm thick. (B) Openings in external walls required to be fire-resisting [referred to in 3.7.1.3 or 3.7.1.6] must be protected by(i) non-operable fire-windows or other construction with an FRL of not less than --/60/-- ; or (ii) self-closing solid-core doors not less than 35mm thick. (c) Sub-floor vents, roof vents, weep holes and penetrations for pipes, conduits and the like need not comply with (b) above. (d) Concessions for non-habitable room windows, conduits and the likeDespite the requirements in (b), in a non-habitable room a window that faces the boundary of an adjoining allotment may be not less than 600mm from that boundary , or, where the building faces

(B)

andthe window is steel-framed, there are no opening sashes and it is glazed in wire glass; or the opening is enclosed with hollow glass blocks.

3.7.1.8 Separating walls (a) A wall that separates Class 1 dwellings, or separates a Class 1 building from a Class 10a building which is not apurtenant to that Class 1 building, must have an FRL of not less than 60/60/60, and(i) commence at the footings or ground slab; and (ii) extend(A) if the building has a non-comustible roof covering, to the underside of the roof covering; or (B) if the building has a combustible roof covering, to not less than 450mm above the roof covering. SPECIFICATION C1.10 Fire Hazard Properties Materials used in the building having flamability, smoke developed and spread-of-flame indices as set-out in Spec. C1.10.

SECTION F Health and Amenity Part F1: Damp and Weatherproofing -Stormwater drainage must comply with AS/NZS 3500.3.2 -Roof covering to comply with F1.5 -Sarking must comply with AS/NZS 4200, Parts 1 and 2 -Water proofing of wet areas in buildings to comply with F1.7 -Damp-proofing of floors on ground to comply with F1.11 Part F3.7: Fire safety -Automatic fire detection system to be provided in accordance with Part 3.7.2 General concession: Part 3.7.2: Smoke alarms - requirements for smoke alarms: (a) Smoke alarms must be installed in: (i) any storey containing bedrooms. Part 3.8: Health and amenity -Wet areas within the building must comply with the requirements of Part 3.8.1 Wet areas. Part 3.8.6: Sound insulation requirements 3.8.6.1 Application - Compliance with this Part satisfies performance requirement P2.4.6 for sound insulation. 3.8.6.2 Sound insulation requirements (a) to provide insulation from air-born and impact sound, a separating wall between two or more Class 1 buildings, must(i) achieve the weighted sound reduction with spectrum adaption term [Rw+Ctr] and discontinuous construction requirements, as required by Table 3.8.6.1; and (ii) be installed in accordance with the appropriate requirements of 3.8.6.3 and 3.8.6.4. (b) For the purpose of this Part, the Rw+Ctr must be determined in accordance with As/NZS 1276.2 or ISO 717.1, using results from laboratory measurements. Part 3.9: Safe movement and access -The treads and risers of the proposed stairs are to comply with Part 3.9.1.2 General requirements.

2. ANY DISCREPANCIES ARE TO BE CONFIRMED BY DESIGNER 3. LEVELS SHOWN ARE APPROXIMATE UNLESS ACCOMPANIED BY REDUCED

LEVELS BY A REGISTERED SURVEYOR

4. FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TO

ADDRESS

SCALING .

5. ALL BOUNDARY CLEARANCE MUST BE VERIFIED BY THE SURVEYOR PRIOR TO THE COMMENCEMENT OF ANY BUILDING

SUIT 2- B 1 / 101 ROOKWOOD ROAD

WORK .

YAGOONA , NSW , 2199

SUCH MUST TAKE PREFERENCE TO THIS DRAWING

All demolition work to be carried out in accordance with AS2601 - as currently amended. Builder shall make good all disturbed areas adjacent to the works on Council's roads. Footpaths are to be restored to the satisfaction of the PCA. All concrete footings, floor slabs, columns and timber roof framing to Structural Engineer's details. All stormwater requirements, external and driveway levels to Hydraulic Engineer's details. All landscaped areas, existing trees, driveway, drying yards and fencing to Landscape Architect's details. Drawings are to be read in conjunction with Specifications. All stair treads are to be equal to 250mm deep. All materials and components shall comply with the early hazard indicies requirements of BCA Spec. clause 1.10. All aspects of the building work shall comply with the relevant current provisions of the Local Government regulations and the Building Coade of Australia. Silt/sediment control measures are to be in place prior to any excavation or construction work. Safety glass shall be used in every glass door or panel enclosing or partly enclosing a shower or bath. Protective measures are required for each tree being retained on site and shall be established before building works commence, and shall be constructed and maintained as per Council requirements. The reflectivity index of all external glass materials is not to exceed 20%. Pedestrian traffic and use of bounding public footpaths, space to remain unconstricted [unless subject to separate Council approval], including pram access - to be maintained in accordance with AS1742.3 "Part 3 - Traffic control devices for works on roads". All bathrooms and WC windows to be installed with obscure glass. Unless the door in a sanitary comparment swings outward or is greater than 1.2m away from the toilet suite, the doormust be installed with removable 'lift-off' hinges.

SEDIMENT CONTROL NOTES 1. All erosion and sediment control measures, including revegitation and storage of soil and topsoil, shall be implemented to the standards of Soil Conservation of NSW. 2. All drainage works shall be constructed and stabilized as early as possible during development. 3. Sediment traps shall be constructed around all inlet pits, consisteing of 450mm wide by 450mm deep trench. 4. All sediment basins and traps shall be cleaned when structures are a maximum of 60% full of soil materials, including the maintenance period. 5. All disturbed areas shall be revegitated as soon as the relevant works are completed. 6. Soil and topsoil stockpiles shall be located away from drainage lines and area where water may congregate. 7. Filter shall be constructed by stretching a filter fabric (propex or approved equivalent) between posts at 3.0m centres. Fabric shall be buried 150mm along its lower edge. 8. Refer to concept stormwater engineering for clarity and structure detail.

The building works shall be constructed in accordance with, but not limited to, the following Australian Standards: AS/NZS 1664

Aluminium structures

AS/NZS 1905

Components for the protection of openings in fire resistant walls

AS 2050

Installation of roof tiles

AS 2047

Windows in buildings - Selection and installation

AS 2327

Composite structures

AS 2870

Residential slabs and footing construction

AS 1684

Residential timber-framed construction

AS 3700

Masonry structures

AS 3013

Electrical installations

AS 1668

The use of mechanical ventilation and air-conditioning in buildings

AS 2441

Installation of hose reels

AS 3786

Smoke alarms

AS 1288

Glass in buildings - selection and installation

AS 2107

Acoustics - recommended design sound levels and reverberation times for building interiors

Termite management - new building work AS 3660.1 -2000 AS/NZS 2890.1 Off-street parking -2004

ISSUED FOR

R 01

1 . AL DIMENSIONS AND FLOOR AREAS TO BE VERIFIED BUILDER PRIOR TO COMMENCEMENT OF ANY BUILDING WORK

All work to be carried out in accordance with the requirements of the Principal Certifying Authority [PCA] and the Building Code of Australia [BCA] - as amended. Removal of asbestos cement sheeting must be carried out by a licenced contractor in compliance with the requirements of the NSW WorkCover Authority in relation to the removal, handling and disposal of all material containing asbestos; and the Work Safe Australia Asbestos Code of Practice and Guidance notes.

AUSTRALIAN STANDARDS COMPLIANCE

another building on the same allotment, not less than 1.2m from that building; providing that(i) in a bathroom, laundry or toilet, the opening has an area of not more than 1.2sqm; or (ii) in a room other than referred to in (i), opening has an area of not more than 0.54sqm;

GENERAL NOTES

COUNCIL

CONSTRUCTION CERTIFICATE

ID 04.1 04.2 04.3 04.4 04.5 04.6 04.7 04.8 04.9 04.10 04.11 04.12 DRAWING NUMBER

SCALE @ A3 AS INDICATED

04.1

TRUE NORTH

EMAIL : GSPublisherVersion 0.0.100.100

0430 770 052 DESIGNINTERVENE @ GMAIL . COM

Drawing Scales 1:1 1:150 1:100 1:1, 1:100 1:100 1:1, 1:100 1:100 1:100, 1:1 1:100, 1:1 1:1, 1:100 1:50 1:50 DRAWN BY :

CHKD BY :

M .C

DEVELOPMENT APPLICATION SECTION 96 CONSTRUCTION

ONLY

DRAWING TITLE

DATE :

COVER PAGE

3/02/2017

6. WHERE ENGINEERING OR HYDRAULIC DRAWINGS ARE REQUIRED

ISSUE :

PROJECT :

RO 1

LOT 23, DP: 26816 2 LORANDO SEFTON NSW

7 . STORMWATER TO B CONNECTED AND DISCHARGED TO COUNCILS

MOBILE :

CC REGISTER 2 Layout Name COVER PAGE SITE PLAN SLAB LAYOUT GROUND FLOOR PLAN ELECTRICAL PLAN FIRST FLOOR PLAN ROOF PLAN ELEVATIONS 01 ELEVATIONS 02 SECTIONS & SCHEDULES DETAILS 01 DETAILS 02

REQUIREMENTS AND TO AS 3500 . 3 8 . ALL SERVICES TO BE LOCATED AND VERIFIED BY THE BUILDER WITH RELEVANT AUTHORITIES PRIOR TO THE COMMENCEMENT OF ANY BUILDING

03' BBQ CONC.

LIVING A: 15.842 m2

UNIT B

ES TH E O CL LIN

W10

9.3

3.000 4.100

BRICK TILE ROOF

CL O LI THE NE S

an p04.10 S-03 +

5 38

19.450

A/C

fence 02 04.9

STOREY

DUPLEX

S-04 04.10

panel

(eave 25.44)

TWO

1.500

CARPORT

RAINTWATER TANK

21.03 27'

179°

2.099

4 3. 0

1.1

METER driveway BOX

metal

SINGLE STY.

KITCHEN A: 9.000 m2

9.469

D12

19.3

+ 39 (FL 19. 20.23)

3.500

19.5

19.678

3.185

LDRY A: 5.250 m2

4.648

FORMAL LIVING A: 18.902 m2

1.625

7.679

DINING A: 7.365 m2 W

F.F.L: 20.214

0 19.9

D11

3+ D13

F.F.L: 20.214 PATIO A: 5.548 m2

3.000

not

19.6

(FL 20.36)

5.500 F.F.L: 20.300 planter

554m2

lawn

5 19.3

No 2 16

A/C

4.148

GARAGE A: 16.500 m2

3.385

1.500

16 x 0.188 = 3.000

face

F.F.L: 20.214

PATIO A: 26.061 m2

D.P. 2 6 8 1 6

TILE ROOF

VER.

3.000

3.880

3.529

W21

COTTAGE

KITCHEN A: 10.830 m2

LDRY A: 5.220 m2 3.480

fenced

PVC CLAD

F.F.L: 20.128

FORMAL LIVING A: 22.581 m2

5.985

.90

13.938

lawn

2.509

UNIT A

19.7

(roof 23.20)

1.000

LIVING A: 10.394 m2

90°

DINING A: 11.311 m2

19.3

2.335

4.119

fence

8.044

7 3

19.4

19.617

RAINTWATER TANK

2.890

00"

01 04.8

3.598

27' 37.49 W2

270°

F.F.L: 20.300

F.F.L: 20.214

concrete

19.8

22.73H 21.40S

5.500

concrete

BM CUT TK RL 19.70 AHD

9.8

GARAGE A: 16.499 m2

PORCH A: 7.731 m2

6 16 x 0.188 = 3.000

ROOF

5.2

LORANDO

D10

crossing

19.6

6.000

04.9 04

METAL

18.29 9

BOX

20.128

04.8 03

paling

+ 1METER

PORCH A: 5.538 m2

04.10 .78 9 S-03+ 1 K

22.73H 21.40S

WEATHERBOARD ADDITION

19.903

5.896

03'

19.8

22.73H 21.40S

S-04 04.10

fenced

359°

3.000

1.000

3 0. 0 not

3.000

1.000

7 9.8 +1 K T

AVE.

(eave 23.08)

(roof 23.03)

No 4

kerb

TILE ROOF

3.049

COTTAGE

(roof 23.40)

WEATHERBOARD

00"

19.3+

5°

D. P.

26665

200 D .P. 1 1 6 9 9 3 7

No 113B

SITE

GENERAL NOTES

ISSUED FOR

R 01

1 . AL DIMENSIONS AND FLOOR AREAS TO BE VERIFIED BUILDER PRIOR TO COMMENCEMENT OF ANY BUILDING WORK 2. ANY DISCREPANCIES ARE TO BE CONFIRMED BY DESIGNER 3. LEVELS SHOWN ARE APPROXIMATE UNLESS ACCOMPANIED BY REDUCED

LEVELS BY A REGISTERED SURVEYOR

4. FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TO

ADDRESS

SCALING .

5. ALL BOUNDARY CLEARANCE MUST BE VERIFIED BY THE SURVEYOR PRIOR TO THE COMMENCEMENT OF ANY BUILDING

SUIT 2- B 1 / 101 ROOKWOOD ROAD

WORK .

YAGOONA , NSW , 2199

SUCH MUST TAKE PREFERENCE TO THIS DRAWING

COUNCIL

CONSTRUCTION CERTIFICATE

1:150

DRAWING NUMBER

SCALE @ A3 AS INDICATED

04.2

TRUE NORTH

EMAIL : GSPublisherVersion 0.0.100.100

0430 770 052 DESIGNINTERVENE @ GMAIL . COM

CHKD BY :

M .C

DEVELOPMENT APPLICATION SECTION 96 CONSTRUCTION

ONLY

DRAWING TITLE

DATE :

SITE PLAN

3/02/2017

6. WHERE ENGINEERING OR HYDRAULIC DRAWINGS ARE REQUIRED

ISSUE :

PROJECT :

RO 1

LOT 23, DP: 26816 2 LORANDO SEFTON NSW

7 . STORMWATER TO B CONNECTED AND DISCHARGED TO COUNCILS

MOBILE :

DRAWN BY :

REQUIREMENTS AND TO AS 3500 . 3 8 . ALL SERVICES TO BE LOCATED AND VERIFIED BY THE BUILDER WITH RELEVANT AUTHORITIES PRIOR TO THE COMMENCEMENT OF ANY BUILDING

18.602 OVERALL 5.610 GARAGE SLAB 10.905

20.128 5.610

5.023 PATIO

0.150

2.514

3.249

3.110

0.150

6.909 PATIO

0.150

6.759

0.150

1.625

6.759

0.150

5.023 PATIO

9.429

3.110 GARAGE

3.200 GARAGE

0.150

10.905

2.514 PATIO

3.249

1.625 0.150 PORCH

0.150

0.750

0.150

1.475 PORCH

9.429

0.150

10.905

0.150

3.360

1.625 0.150

5.023

3.360

3.649

3.399 PORCH

F.F.L: 20.300

F.F.L: 20.214

15.188

4.258

1.328

3.939 PATIO

1.625

0.260

0.260 0.150

F.F.L: 20.214

6.609

4.258

0.150

0.469 3.610

0.150

0.150 0.750 0.150

5.610 GARAGE

6.609

1.625 0.150 PORCH

10.595

1.625 0.150 PORCH

3.460

4.848

F.F.L: 20.214

9.020

0.150

1.625 0.150

0.150

7.868

7.858

F.F.L: 20.300

4.848

4.758 PORCH

0.260

5.610 3.010

3.010 GARAGE

0.270

F.F.L: 20.128 0.150

3.110 GARAGE

15.188 OVERALL

F.F.L: 20.214

9.020

0.150

1.328 PATIO

4.005

0.150

1.328 PATIO

4.005

1.328 PATIO

4.005

1.575

18.602 OVERALL

SLAB GENERAL NOTES

ISSUED FOR

R 01

LEVELS BY A REGISTERED SURVEYOR

4. FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TO

ADDRESS

SCALING .

5. ALL BOUNDARY CLEARANCE MUST BE VERIFIED BY THE SURVEYOR PRIOR TO THE COMMENCEMENT OF ANY BUILDING

SUIT 2- B 1 / 101 ROOKWOOD ROAD

WORK .

YAGOONA , NSW , 2199

SUCH MUST TAKE PREFERENCE TO THIS DRAWING

6. WHERE ENGINEERING OR HYDRAULIC DRAWINGS ARE REQUIRED

COUNCIL

CONSTRUCTION CERTIFICATE

1:100 DRAWING NUMBER

SCALE @ A3 AS INDICATED

04.3

TRUE NORTH

MOBILE : EMAIL : GSPublisherVersion 0.0.100.100

0430 770 052 DESIGNINTERVENE @ GMAIL . COM

8 . ALL SERVICES TO BE LOCATED AND VERIFIED BY THE BUILDER WITH RELEVANT AUTHORITIES PRIOR TO THE COMMENCEMENT OF ANY BUILDING

CHKD BY :

M .C

DEVELOPMENT APPLICATION SECTION 96 CONSTRUCTION

ONLY

DRAWING TITLE

SLAB LAYOUT

DATE :

3/02/2017

ISSUE :

PROJECT :

RO 1

LOT 23, DP: 26816 2 LORANDO SEFTON NSW

7 . STORMWATER TO B CONNECTED AND DISCHARGED TO COUNCILS REQUIREMENTS AND TO AS 3500 . 3

DRAWN BY :

0.820x2.040

INTERNAL DOORS LISTED IN THE DOOR SCHEDULE ARE STANDARD AUS. DOOR SIZES

5.155

4.100 FORMAL LIVING

1.210 W

2.955

0.110

1.000 STAIRS

0.110

A/C

1.000 0.110 STAIRS

2.100 KITCHEN

0.900

0.255

4.244 0.850 W

4.439 LIVING

0.110 1.500 LDRY 17.852 OVERALL

0.470

0.978

0.350 0.350

1.328

1.250

0.250

0.450 EAVES 4.005

0.110

P AC

PLUMBERS STACK

ISSUED FOR

R 01

LEVELS BY A REGISTERED SURVEYOR

4. FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TO

ADDRESS

SCALING .

5. ALL BOUNDARY CLEARANCE MUST BE VERIFIED BY THE SURVEYOR PRIOR TO THE COMMENCEMENT OF ANY BUILDING

SUIT 2- B 1 / 101 ROOKWOOD ROAD

WORK .

YAGOONA , NSW , 2199

SUCH MUST TAKE PREFERENCE TO THIS DRAWING

6. WHERE ENGINEERING OR HYDRAULIC DRAWINGS ARE REQUIRED

COUNCIL

CONSTRUCTION CERTIFICATE

MOBILE : EMAIL : GSPublisherVersion 0.0.100.100

0430 770 052 DESIGNINTERVENE @ GMAIL . COM

8 . ALL SERVICES TO BE LOCATED AND VERIFIED BY THE BUILDER WITH RELEVANT AUTHORITIES PRIOR TO THE COMMENCEMENT OF ANY BUILDING

0.250 3.049 LIVING 15.188

0.270

SMOKE ALARM RAINWATER TANK

AIR CONDITIONER

MAN HOLE

1:100 DRAWING NUMBER

SCALE @ A3 AS INDICATED

04.4

TRUE NORTH

DRAWN BY :

CHKD BY :

M .C

DEVELOPMENT APPLICATION SECTION 96 CONSTRUCTION

ONLY

DRAWING TITLE

GROUND FLOOR PLAN

DATE :

3/02/2017

ISSUE :

PROJECT :

RO 1

LOT 23, DP: 26816 2 LORANDO SEFTON NSW

7 . STORMWATER TO B CONNECTED AND DISCHARGED TO COUNCILS REQUIREMENTS AND TO AS 3500 . 3

AC STACK

RWT

GROUND GENERAL NOTES

3.939 PATIO

0.290 4.148 LIVING S

WATER

6.907

3.350 PATIO

3.480 LDRY

0.800 0.290 4.148 LIVING

1.900 0.290 STAIRS

0.600

1.400 KITCHEN

4.722 FORMAL LIVING

1.910 0.270 0.590 3.010 D

AC GAS

2.755

0.250

0.250 3.049 LIVING

0.250 3.839 DINING

1.917 0.250 STAIRS

0.570 2.410 D 0.570 0.850 W

D-01 04.11

1.500

RAINTWATER TANK

0.110

0.590

0.350 0.270 1.470 STAIRS 2.119

D13

4.148

3.000

5.500 GARAGE 0.250

3.350

D6 7

LDRY A: 5.220 m2 3.480

3.880

3.529

0.250 2.375

KITCHEN A: 9.000 m2

W10

3.000 4.100

1.275

0.450 EAVES 0.350 2.849 STAIRS

3.049

3.000

W21

FORMAL LIVING A: 18.902 m2

1.625

0.350

3.185 W

METER BOX

NOTE: DOORS OPENING TO EXTERNAL AREAS ARE DIMENSIONED ACCORDING TO WALL OPENING SIZES. THESES DOORS ARE TO BE PURCHASED/MANUFACTURED TO FIT WITHIN THIS SPACE.

DINING A: 7.365 m2

4.079

0.250

D29

D11

3.610

0.720x2.040 0.820x2.040

LIVING A: 15.842 m2

0.110

1 1

3.500 LDRY

D27 D28

0.250

0.820x2.040

D-02 04.11

2.858 DINING

0.800

D26

1.600 KITCHEN

0.820x2.040 0.820x2.040

0.600

1 1

0.250

D24 D25

6 16 x 0.188 = 3.000

0.808

1.810x2.143 0.720x2.040

D10

PORCH A: 7.731 m2

0.590

1 1

A/C

0.850 W

D22 D23

1.500

2.170

0.820x2.040

F.F.L: 20.214

0.350

3.000

PATIO A: 26.061 m2

0.469

D21

KITCHEN A: 10.830 m2

3.260

0.720x2.040 0.820x2.040

0.350

1 1

0.450 EAVES

D19 D20

LIVING A: 10.394 m2

F.F.L: 20.214 PATIO 2 A: 5.548 m

0.820x2.040 0.820x2.040

0.350

1 1

DINING A: 11.311 m2

3.500

D17 D18

2.164

RAINTWATER TANK

4.119

D12

0.820x2.040 0.820x2.040

1.705

LDRY A: 5.250 m2

1.810x2.143

1 1

3.000

D15 D16

F.F.L: 20.300

4.648

D14

FORMAL LIVING A: 22.581 m2

0.720x2.040 3.010x2.143

1.210

5.500

1 1

5.023 PATIO

2.890

D12 D13

0.820x2.040 0.820x2.040

1.250

2.509

GARAGE A: 16.500 m2

F.F.L: 20.214

2.530x2.143

1 1

D10 D11

5.985

3.500

2.410x2.143 0.970x2.143

3.399 STEPS

1 1

2.514 PATIO

F.F.L: 20.128 3.530

D7 D8

6 16 x 0.188 = 3.000

F.F.L: 20.214

4.048 STEPS

0.820x2.040 0.720x2.040

0.250

1.694

F.F.L: 20.300

PORCH A: 5.538 m2

0.710

1 1

3.500

D5 D6

2.499

0.850x2.143 0.820x2.040

0.230 0.200 0.240 0.230

1 1

1.810

3.530

D3 D4

0.110 1.500 LDRY

4.048

2.530x2.143

0.900

0.250

5.500

0.710

0.480

2.530 D

ID D1

DOOR SCHEDULE Quantity W x H Size 1 0.970x2.143

2.100 KITCHEN

3.210

GARAGE A: 16.499 m2

0.490

2.050x1.200 1.810x1.800

0.110

1 1

0.970 D

W20 W21

0.269

1.210x0.600 1.570x1.200

1.810 W

1 1

0.240

W18 W19

0.530

0.610x0.943

2.530 D

0.850 D

20.128

0.470

W17

0.230 0.230 0.400 0.230 0.868 0.610 0.610 0.610 0.970 W W W D

1.810x1.543 1.210x0.600

0.250

1 1

3.000 STAIRS

W15 W16

0.110

7.009 DINING & LIVING

0.110

1.570x1.200 2.050x1.200

3.529 FORMAL LIVING

1 1

0.290

W13 W14

5.985 FORMAL LIVING

3.000 STAIRS

1.570x0.943

0.110

1.648

W12

3.000 KITCHEN

0.850x1.800 2.410x1.543

0.110 1.000 1.000 0.110 STAIRS STAIRS

0.110

1.625 0.250 PORCH

0.250

1 1

5.500 GARAGE

4.860

0.250

W10 W11

0.250

METER BOX

3.000 GARAGE

1.210x1.200 0.850x1.800

0.110

1 1

3.529 FORMAL LIVING

W8 W9

0.290

0.610x1.800 0.610x1.800

3.000 GARAGE

1 1

0.110

W6 W7

17.852 LIVING

0.750

4.648 FORMAL LIVING

0.610x1.800

0.250

3.000 GARAGE

0.850x1.800 0.850x1.800

0.250

1 1

3.389 PORCH

W3 W4

0.290

1.210x1.800

3.000 GARAGE

0.250

NOTE: WINDOW DIMENSIONS INDICATE WALL OPENING SIZES ACCORDING TO STANDARD METRIC BRCIK DIMENSIONS. WINDOWS ARE TO BE PURCHASED/MANUFACTURED TO FIT WITHIN THIS SPACE

4.758 PORCH

WINDOW SCHEDULE Quantity W x H Size 1 1.810x0.943

15.188 OVERALL

ID W1

6 16 x 0.188 = 3.000

16 x 0.188 = 3.000 11

GROUND ELECTIRCAL

GENERAL NOTES

1:100

ISSUED FOR

R 01

4. FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TO SCALING . 5. ALL BOUNDARY CLEARANCE MUST BE VERIFIED BY THE SURVEYOR PRIOR TO THE COMMENCEMENT OF ANY BUILDING

SUIT 2- B 1 / 101 ROOKWOOD ROAD

WORK .

YAGOONA , NSW , 2199

SUCH MUST TAKE PREFERENCE TO THIS DRAWING

6. WHERE ENGINEERING OR HYDRAULIC DRAWINGS ARE REQUIRED

COUNCIL

CONSTRUCTION CERTIFICATE

FIRST ELECTRICAL

DRAWING NUMBER

SCALE @ A3 AS INDICATED

04.5

TRUE NORTH

EMAIL : GSPublisherVersion 0.0.100.100

0430 770 052 DESIGNINTERVENE @ GMAIL . COM

REQUIREMENTS AND TO AS 3500 . 3 8 . ALL SERVICES TO BE LOCATED AND VERIFIED BY THE BUILDER WITH RELEVANT AUTHORITIES PRIOR TO THE COMMENCEMENT OF ANY BUILDING

1:100

DRAWN BY :

CHKD BY :

M .C

DEVELOPMENT APPLICATION SECTION 96 CONSTRUCTION

ONLY

DRAWING TITLE

ELECTRICAL PLAN

DATE :

3/02/2017

ISSUE :

PROJECT :

RO 1

LOT 23, DP: 26816 2 LORANDO SEFTON NSW

7 . STORMWATER TO B CONNECTED AND DISCHARGED TO COUNCILS

MOBILE :

6 16 x 0.188 = 3.000

9 10

ADDRESS

16 x 0.188 = 3.000

REDUCED

9 10

0.450

2. ANY DISCREPANCIES ARE TO BE CONFIRMED BY DESIGNER 3. LEVELS SHOWN ARE APPROXIMATE UNLESS ACCOMPANIED BY REDUCED

LEVELS BY A REGISTERED SURVEYOR

4. FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TO

ADDRESS

SCALING .

5. ALL BOUNDARY CLEARANCE MUST BE VERIFIED BY THE SURVEYOR PRIOR TO THE COMMENCEMENT OF ANY BUILDING

SUIT 2- B 1 / 101 ROOKWOOD ROAD

WORK .

YAGOONA , NSW , 2199

SUCH MUST TAKE PREFERENCE TO THIS DRAWING

6. WHERE ENGINEERING OR HYDRAULIC DRAWINGS ARE REQUIRED

MOBILE : EMAIL : GSPublisherVersion 0.0.100.100

0430 770 052 DESIGNINTERVENE @ GMAIL . COM

8 . ALL SERVICES TO BE LOCATED AND VERIFIED BY THE BUILDER WITH RELEVANT AUTHORITIES PRIOR TO THE COMMENCEMENT OF ANY BUILDING

1.400

1.275

1.625 .BALCONY 1.625 .BALCONY

0.250

1.625 .BALCONY 1.625 .BALCONY

0.250

1.295

0.610 W

W18

0.250 3.049 BED 02 0.600 0.110

15.188 OVERALL

2.880 BED 03 0.280

0.250 3.049 BED 02 0.110 0.900 HALL 0.110 2.470 ENSUIT 0.290

0.250 0.110 2.470 WIR

0.110 0.600

2.023

2.900 BED 03

0.600

0.110

1.509 1.570 W

3.000

1.210 3.528 0.384 W 0.110 0.110 3.275 0.600 1.000 1.000 0.110 3.000 0.160 BED 01 STAIRS STAIRS BED 02 3.875 0.110 2.109 0.110 0.900 0.110 1.990 0.160 MASTER BEDROOM HALL ROBE 0.110 3.875 0.110 0.600 1.125 0.900 0.110 1.990 0.160 MASTER BEDROOM LINEN ROBE 2.366 0.110 1.400 0.110 1.725 0.110 3.000 0.160 ENSUIT WIR BATH BED 03 13.950 OVERALL

CONSTRUCTION CERTIFICATE

2.587

0.290

2.050 W 0.759 0.695

0.110 1.725

BED 03 A: 10.435 m2

0.250

WIR A: 2.139 m2

BATH A: 4.276 m2

0.250

ENSUIT A: 3.615 m2 2.366

D24

1.934 HALL

0.680 1.185

FALL 8°

W14

2.880

D-06 04.12

3.500 BED 03

1.139

0.450

FALL 8°

HALL A: 10.208 m2 F.F.L: 23.300

0.991

D23

3.548 BED 02

1.570 W

W13

0.110 BED 02 A: 12.379 m2

2.015 STAIRS

2.050 W

W20

3.875

W17

R 01

COUNCIL

2.015 BATH

0.990

9 13

D-04 04.12

2.711

AC GAS

WATER

P AC

PLUMBERS STACK MAN HOLE

DRAWING NUMBER

SCALE @ A3 AS INDICATED

04.6

TRUE NORTH

AC STACK SMOKE ALARM

RWT

RAINWATER TANK

AIR CONDITIONER

DRAWN BY :

CHKD BY :

M .C

DEVELOPMENT APPLICATION SECTION 96 CONSTRUCTION

ONLY

DRAWING TITLE

FIRST FLOOR PLAN

DATE :

3/02/2017

ISSUE :

PROJECT :

RO 1

LOT 23, DP: 26816 2 LORANDO SEFTON NSW

7 . STORMWATER TO B CONNECTED AND DISCHARGED TO COUNCILS REQUIREMENTS AND TO AS 3500 . 3

3.049

W11

3.049

0.480

0.570

0.250 2.125 STAIRS

ISSUED FOR

1 . AL DIMENSIONS AND FLOOR AREAS TO BE VERIFIED BUILDER PRIOR TO COMMENCEMENT OF ANY BUILDING WORK

D27

D-05 04.12 0.350

GENERAL NOTES

3.548

0.820x2.040

W19

2.470

D29

3.000

2.900

0.720x2.040 0.820x2.040

2.950

0.450

1 1

BED 03 A: 9.744 m2

D29

D27 D28

0.450

D17

0.820x2.040 0.820x2.040

2.470

1 1

D21

2.160

D25 D26

BED 02 A: 11.391 m2

D28

0.720x2.040 0.820x2.040

BATH A: 6.250 m2

ENSUIT A: 5.335 m2

2.000

1.810x2.143

1 1

3.246

HALL D19 A: 11.186 m2 F.F.L: 23.300

D23 D24

D-03 04.11

D18

D22

D15

0.820x2.040 0.820x2.040

D16

1 1

0.304

D26

D20 D21

0.160

16 x 0.188 = 3.000

D25

0.820x2.040 0.720x2.040

2.480

1 1

1.528

D18 D19

D14

0.820x2.040

3.480

3.300

D17

MASTER BEDROOM A: 11.625 m2

D22

0.820x2.040 0.820x2.040

WIR A: 4.940 m2

BED 01 A: 11.601 m2

3.000

1 1

1.528

D15 D16

A: 11.224 m2

3.010x2.143 1.810x2.143

W15

1 1

0.450

W16

D13 D14

BALCONY

0.820x2.040 0.720x2.040

MASTER BEDROOM A: 13.721 m2

A: 13.664 m2

0.820x2.040

1 1

2.950 BED 03

3.756

2.050

BALCONY

D11 D12

2.670

D10

0.350

0.970x2.143 2.530x2.143

3.399

1 1

BED 01 A: 11.749 m2

0.270

D8 D9

0.600

16 x 0.188 = 3.000

3.275

2.910

0.720x2.040 2.410x2.143

0.350

1 1

0.110

0.160

W12

3.875

4.048

D6 D7

INTERNAL DOORS LISTED IN THE DOOR SCHEDULE ARE STANDARD AUS. DOOR SIZES

2.160 ENSUIT 1.570 W

2.538 ROBE

0.710

0.820x2.040

2.410 W

1.275

1.810 D

0.850x2.143 0.820x2.040

0.270 0.835

1 1

0.110

6.695

3.275

0.604

D3 D4

NOTE: DOORS OPENING TO EXTERNAL AREAS ARE DIMENSIONED ACCORDING TO WALL OPENING SIZES. THESES DOORS ARE TO BE PURCHASED/MANUFACTURED TO FIT WITHIN THIS SPACE.

1.810 W

ID D1 D2

DOOR SCHEDULE Quantity W x H Size 1 0.970x2.143 1 2.530x2.143

1.275

2.000 WIR

0.110

0.160

D20

1.361

2.050x1.200 1.810x1.800

0.110

1.810 D

1 1

3.875 MASTER BEDROOM

3.246 BED 02

5.282 HALL

0.450

0.814

W20 W21

0.250

1.210 W

1.210x0.600 1.570x1.200

0.409

0.610x0.943

1 1

1.934

W18 W19

0.110

W17

2.470 WIR

1.810x1.543 1.210x0.600

0.290

1 1

2.125 STAIRS

W15 W16

1.895

1.570x1.200 2.050x1.200

0.110

1.570x0.943

1 1

1.039 LINEN

W13 W14

0.110

W12

2.480 BATH

0.850x1.800 2.410x1.543

0.250

1 1

0.600

3.875 MASTER BEDROOM

0.250

W10 W11

2.039 ROBE

1.210x1.200 0.850x1.800

0.110

1 1

0.900

W8 W9

3.275 BED 01

13.950 OVERALL 0.110 0.110 1.000 1.000 0.110 2.050 0.110 STAIRS STAIRS BATH

1.625 0.250

0.350

0.110

0.610x1.800 0.610x1.800

3.480 MASTER BEDROOM

0.610x1.800

1 1

0.290

W6 W7

2.000 ROBE

0.110

0.850x1.800 0.850x1.800

0.900

1 1

0.110

W3 W4

1.625 0.250

3.000 MASTER BEDROOM

1.210x1.800

0.110

1.528 ENSUIT

NOTE: WINDOW DIMENSIONS INDICATE WALL OPENING SIZES ACCORDING TO STANDARD METRIC BRCIK DIMENSIONS. WINDOWS ARE TO BE PURCHASED/MANUFACTURED TO FIT WITHIN THIS SPACE

0.250

WINDOW SCHEDULE Quantity W x H Size 1 1.810x0.943

15.188

ID W1

FALL 21° FALL 8°

FALL 8°

AREA 10.464 m2

FALL 21°

AREA 34.323 m2

AREA 188.644 m2 FALL 21°

FALL 8°

FALL 21°

AREA 12.129 m2

FALL 8°

FALL 21°

AREA 42.049 m2 ROOF

GENERAL NOTES

ISSUED FOR

R 01

LEVELS BY A REGISTERED SURVEYOR

4. FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TO

ADDRESS

SCALING .

5. ALL BOUNDARY CLEARANCE MUST BE VERIFIED BY THE SURVEYOR PRIOR TO THE COMMENCEMENT OF ANY BUILDING

SUIT 2- B 1 / 101 ROOKWOOD ROAD

WORK .

YAGOONA , NSW , 2199

SUCH MUST TAKE PREFERENCE TO THIS DRAWING

COUNCIL

CONSTRUCTION CERTIFICATE

1:100

DRAWING NUMBER

SCALE @ A3 AS INDICATED

04.7

TRUE NORTH

EMAIL : GSPublisherVersion 0.0.100.100

0430 770 052 DESIGNINTERVENE @ GMAIL . COM

CHKD BY :

M .C

DEVELOPMENT APPLICATION SECTION 96 CONSTRUCTION

ONLY

DRAWING TITLE

DATE :

ROOF PLAN

3/02/2017

6. WHERE ENGINEERING OR HYDRAULIC DRAWINGS ARE REQUIRED

ISSUE :

PROJECT :

RO 1

LOT 23, DP: 26816 2 LORANDO SEFTON NSW

7 . STORMWATER TO B CONNECTED AND DISCHARGED TO COUNCILS

MOBILE :

DRAWN BY :

REQUIREMENTS AND TO AS 3500 . 3 8 . ALL SERVICES TO BE LOCATED AND VERIFIED BY THE BUILDER WITH RELEVANT AUTHORITIES PRIOR TO THE COMMENCEMENT OF ANY BUILDING

SELECT TILE ROOF

1.200 1.128

1.200 1.128 W4

1.210x1.800

0.343

0.850x1.800

0.343

W4 W5

1 1

0.850x1.800 0.610x1.800

0.343 0.343

LIGHTWEIGHT EXTERNAL CLADDING SELECT SHEET METAL ROOF AT 8° SELECT COLORBOND FASCIA & GUTTERS

0.610x1.800

0.343

W7 W8

1 1

0.610x1.800 1.210x1.200

0.343 0.943

W9 W10

1 1

0.850x1.800 0.850x1.800

0.343 0.343

W11 W12

1 1

2.410x1.543 1.570x0.943

0.600 1.385

W13

1.570x1.200

1.128

W14 W15

1 1

2.050x1.200 1.810x1.543

1.128 0.600

W16 W17

1 1

1.210x0.600 0.610x0.943

1.543 1.385

W18

1.210x0.600

1.728

W19 W20

1 1

1.570x1.200 2.050x1.200

1.128 1.128

W21

1.810x1.800

0.343

2.143

TIMBER DECKING

2.005

SELECT POWDERCOATED ALUMINIUM WINDOWS/DOORS

1.543 0.600 W6

NGL 19.903

RENDERED & PAINTED CFC SHEETS

0.343

2.143

1.800

2.143

GLASS BALUSTRADE

RENDERED & PAINTED COLUMN SELECT COLOUR

1.800

2.143

1.543

DECORATIVE TIMBER POST

0.343

2.143

3.000

W21

INTERNAL DOORS LISTED IN THE DOOR SCHEDULE ARE STANDARD AUS. DOOR SIZES

W16

D22

0.600

2.143

1.543

2.500

0.600

+20.300 1 GROUND

W15

D14

SELECT FACEBRICK

NGL 19.678

SOUTH.

GENERAL NOTES

ISSUED FOR

PRIOR TO COMMENCEMENT OF ANY BUILDING WORK 2. ANY DISCREPANCIES ARE TO BE CONFIRMED BY DESIGNER 3. LEVELS SHOWN ARE APPROXIMATE UNLESS ACCOMPANIED BY REDUCED

LEVELS BY A REGISTERED SURVEYOR

4. FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TO SCALING .

5. ALL BOUNDARY CLEARANCE MUST BE VERIFIED BY THE SURVEYOR PRIOR TO THE COMMENCEMENT OF ANY BUILDING

SUIT 2- B 1 / 101 ROOKWOOD ROAD

WORK .

YAGOONA , NSW , 2199

SUCH MUST TAKE PREFERENCE TO THIS DRAWING

6. WHERE ENGINEERING OR HYDRAULIC DRAWINGS ARE REQUIRED

1:100

R 01

1 . AL DIMENSIONS AND FLOOR AREAS TO BE VERIFIED BUILDER

COUNCIL

CONSTRUCTION CERTIFICATE

DRAWING NUMBER

SCALE @ A3 AS INDICATED

04.8

TRUE NORTH

MOBILE : EMAIL : GSPublisherVersion 0.0.100.100

0430 770 052 DESIGNINTERVENE @ GMAIL . COM

8 . ALL SERVICES TO BE LOCATED AND VERIFIED BY THE BUILDER WITH RELEVANT AUTHORITIES PRIOR TO THE COMMENCEMENT OF ANY BUILDING

DRAWN BY :

CHKD BY :

M .C

DEVELOPMENT APPLICATION SECTION 96 CONSTRUCTION

ONLY

DRAWING TITLE

ELEVATIONS 01

DATE :

3/02/2017

ISSUE :

PROJECT :

RO 1

LOT 23, DP: 26816 2 LORANDO SEFTON NSW

7 . STORMWATER TO B CONNECTED AND DISCHARGED TO COUNCILS REQUIREMENTS AND TO AS 3500 . 3

NOTE: WINDOW DIMENSIONS INDICATE WALL OPENING SIZES ACCORDING TO STANDARD METRIC BRCIK DIMENSIONS. WINDOWS ARE TO BE PURCHASED/MANUFACTURED TO FIT WITHIN THIS SPACE NOTE: DOORS OPENING TO EXTERNAL AREAS ARE DIMENSIONED ACCORDING TO WALL OPENING SIZES. THESES DOORS ARE TO BE PURCHASED/MANUFACTURED TO FIT WITHIN THIS SPACE.

RENDERED & PAINTED CFC SHEETS

21.0°

W11

7.505

+23.300 2 FIRST

1:100 SELECT TILE ROOF

+25.800 3 ROOF

ADDRESS

NORTH.

+27.805 4 RIDGE

Sill Height 1.200

NGL 19.617

NGL 19.450

WINDOW SCHEDULE 2 Quantity W x H Size 1 1.810x0.943

SELECT FACEBRICK

ID W1

SELECT POWDERCOATED ALUMINIUM WINDOWS/DOORS

0.343

2.143

1.800

D13

0.343

+20.300 1 GROUND

W13

1.200 W9

3.000

W14

1.128

1.200

W20

1.128

2.500

7.505

+23.300 2 FIRST

W19

1.800

+25.800 3 ROOF

SELECT COLORBOND FASCIA & GUTTERS

21.0°

2.005

+27.805 4 RIDGE

W17

WINDOW SCHEDULE 2 Quantity W x H Size 1 1.810x0.943

Sill Height 1.200

SELECT COLORBOND FASCIA & GUTTERS

1.210x1.800

0.343

W3 W4

1 1

0.850x1.800 0.850x1.800

0.343 0.343

0.610x1.800

0.343

0.610x1.800

0.343

W7 W8

1 1

0.610x1.800 1.210x1.200

0.343 0.943

0.850x1.800

0.343

W10 W11

1 1

0.850x1.800 2.410x1.543

0.343 0.600

W12 W13

1 1

1.570x0.943 1.570x1.200

1.385 1.128

W14 W15

1 1

2.050x1.200 1.810x1.543

1.128 0.600

W16

1.210x0.600

1.543

W17 W18

1 1

0.610x0.943 1.210x0.600

1.385 1.728

W19 W20

1 1

1.570x1.200 2.050x1.200

1.128 1.128

W21

1.810x1.800

0.343

0.600

LIGHTWEIGHT EXTERNAL CLADDING SELECT SHEET METAL ROOF AT 8° SELECT COLORBOND FASCIA & GUTTERS

1.728

1.385

2.500

0.943

W18

SELECT FACEBRICK

W10 1.200

3.000

7.505

ID W1

SELECT POWDERCOATED ALUMINIUM WINDOWS/DOORS

1.800

+25.800 3 ROOF +23.300 2 FIRST

21.0°

2.005

+27.805 4 RIDGE

SELECT TILE ROOF

+20.300 1 GROUND

0.343

0.943

TIMBER DECKING

NGL 19.678

NGL 19.450

EAST.

1:100 SELECT TILE ROOF

21.0°

SHEET METAL ROOF AT

+27.805 4 RIDGE

2.005

SELECT COLORBOND FASCIA & GUTTERS SELECT POWDERCOATED ALUMINIUM WINDOWS/DOORS

+25.800 3 ROOF

04 ISSUED FOR

R 01

LEVELS BY A REGISTERED SURVEYOR

4. FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TO SCALING .

5. ALL BOUNDARY CLEARANCE MUST BE VERIFIED BY THE SURVEYOR PRIOR TO THE COMMENCEMENT OF ANY BUILDING

SUIT 2- B 1 / 101 ROOKWOOD ROAD

WORK .

YAGOONA , NSW , 2199

SUCH MUST TAKE PREFERENCE TO THIS DRAWING

6. WHERE ENGINEERING OR HYDRAULIC DRAWINGS ARE REQUIRED

COUNCIL

CONSTRUCTION CERTIFICATE

1:100 DRAWING NUMBER

SCALE @ A3 AS INDICATED

04.9

TRUE NORTH

EMAIL :

0430 770 052 DESIGNINTERVENE @ GMAIL . COM

REQUIREMENTS AND TO AS 3500 . 3 8 . ALL SERVICES TO BE LOCATED AND VERIFIED BY THE BUILDER WITH RELEVANT AUTHORITIES PRIOR TO THE COMMENCEMENT OF ANY BUILDING

DRAWN BY :

CHKD BY :

M .C

DEVELOPMENT APPLICATION SECTION 96 CONSTRUCTION

ONLY

DRAWING TITLE

ELEVATIONS 02

DATE :

3/02/2017

ISSUE :

PROJECT :

RO 1

LOT 23, DP: 26816 2 LORANDO SEFTON NSW

7 . STORMWATER TO B CONNECTED AND DISCHARGED TO COUNCILS

GSPublisherVersion 0.0.100.100

+20.300 1 GROUND

WEST. GENERAL NOTES

MOBILE :

RENDERED & PAINTED BRICKWORK SELECT COLOUR

NGL 19.903

NGL 19.617

INTERNAL DOORS LISTED IN THE DOOR SCHEDULE ARE STANDARD AUS. DOOR SIZES

+23.300 2 FIRST

3.000

0.943

0.343

NOTE: DOORS OPENING TO EXTERNAL AREAS ARE DIMENSIONED ACCORDING TO WALL OPENING SIZES. THESES DOORS ARE TO BE PURCHASED/MANUFACTURED TO FIT WITHIN THIS SPACE.

ADDRESS

1.200

1.800

2.143

NOTE: WINDOW DIMENSIONS INDICATE WALL OPENING SIZES ACCORDING TO STANDARD METRIC BRCIK DIMENSIONS. WINDOWS ARE TO BE PURCHASED/MANUFACTURED TO FIT WITHIN THIS SPACE

CLASS BALUSTRADE

7.505

1.385

RENDERED & PAINTED CFC SHEETS

2.500

0.943

W12

ID W1

1.210x1.800 0.850x1.800

D2 D3

1 1

2.530x2.143 0.850x2.143

0.850x1.800

0.820x2.040

0.610x1.800

0.820x2.040

W6 W7

1 1

0.610x1.800 0.610x1.800

D6 D7

1 1

0.720x2.040 2.410x2.143

1.210x1.200

0.970x2.143

W9 W10

1 1

0.850x1.800 0.850x1.800

D9 D10

1 1

2.530x2.143 0.820x2.040

WALL INSULATION AS PER BASIX REPORT

W11 W12

1 1

2.410x1.543 1.570x0.943

D11 D12

1 1

0.820x2.040 0.720x2.040

TIMBER FLOOR STRUCTURE TO ENG. DETAILS

W13

1.570x1.200

D13

3.010x2.143

W14 W15

1 1

2.050x1.200 1.810x1.543

D14 D15

1 1

1.810x2.143 0.820x2.040

W16 W17

1 1

1.210x0.600 0.610x0.943

D16 D17

1 1

0.820x2.040 0.820x2.040

W18 W19

1 1

1.210x0.600 1.570x1.200

D18 D19

1 1

0.820x2.040 0.720x2.040

W20

2.050x1.200

D20

0.820x2.040

W21

1.810x1.800

D21 D22

1 1

0.820x2.040 1.810x2.143

D23 D24

1 1

0.720x2.040 0.820x2.040

D25

0.820x2.040

D26 D27

1 1

0.820x2.040 0.720x2.040

D28 D29

1 1

0.820x2.040 0.820x2.040

2.005

ROOF INSULATION AS PER BASIX REPORT

2.500

R.C SLABS & FOOTINGS TO ENG. DETAILS

3.000

7.505

+23.300 2 FIRST

WATERPROOFING MEMBRANE ADHERED TO UNDERSIDE OF SLAB

+20.300 1 GROUND

PROPOSED TERMITE CONTROL SYSTEM GRANT GUARD TO COMPLY WITH AS 3660.1

S-04

BUILDING SECTION

1:100 ROOF STRUCTURE TO ENG. DETAILS

+27.805 4 RIDGE 2.005

21.0° ROOF INSULATION AS PER BASIX REPORT

+25.800 3 ROOF 2.500

WALL INSULATION AS PER BASIX REPORT TIMBER FLOOR STRUCTURE TO ENG. DETAILS

BUILDING SECTION GENERAL NOTES

ISSUED FOR

R 01

LEVELS BY A REGISTERED SURVEYOR

4. FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TO SCALING . 5. ALL BOUNDARY CLEARANCE MUST BE VERIFIED BY THE SURVEYOR PRIOR TO THE COMMENCEMENT OF ANY BUILDING

SUIT 2- B 1 / 101 ROOKWOOD ROAD

WORK .

YAGOONA , NSW , 2199

SUCH MUST TAKE PREFERENCE TO THIS DRAWING

6. WHERE ENGINEERING OR HYDRAULIC DRAWINGS ARE REQUIRED

COUNCIL

CONSTRUCTION CERTIFICATE

1:100 DRAWING NUMBER

SCALE @ A3 AS INDICATED

04.10

TRUE NORTH

EMAIL : GSPublisherVersion 0.0.100.100

0430 770 052 DESIGNINTERVENE @ GMAIL . COM

REQUIREMENTS AND TO AS 3500 . 3 8 . ALL SERVICES TO BE LOCATED AND VERIFIED BY THE BUILDER WITH RELEVANT AUTHORITIES PRIOR TO THE COMMENCEMENT OF ANY BUILDING

DRAWN BY :

CHKD BY :

M .C

DEVELOPMENT APPLICATION SECTION 96 CONSTRUCTION

ONLY

DRAWING TITLE

SECTIONS & SCHEDULES

DATE :

3/02/2017

ISSUE :

PROJECT :

RO 1

LOT 23, DP: 26816 2 LORANDO SEFTON NSW

7 . STORMWATER TO B CONNECTED AND DISCHARGED TO COUNCILS

MOBILE :

INTERNAL DOORS LISTED IN THE DOOR SCHEDULE ARE STANDARD AUS. DOOR SIZES

PROPOSED TERMITE CONTROL SYSTEM GRANT GUARD TO COMPLY WITH AS 3660.1

S-03

NOTE: DOORS OPENING TO EXTERNAL AREAS ARE DIMENSIONED ACCORDING TO WALL OPENING SIZES. THESES DOORS ARE TO BE PURCHASED/MANUFACTURED TO FIT WITHIN THIS SPACE.

WATERPROOFING MEMBRANE ADHERED TO UNDERSIDE OF SLAB

+20.300 1 GROUND

ADDRESS

NOTE: WINDOW DIMENSIONS INDICATE WALL OPENING SIZES ACCORDING TO STANDARD METRIC BRCIK DIMENSIONS. WINDOWS ARE TO BE PURCHASED/MANUFACTURED TO FIT WITHIN THIS SPACE

R.C SLABS & FOOTINGS TO ENG. DETAILS

3.000

7.505

+23.300 2 FIRST

DOOR SCHEDULE Quantity W x H Size 1 0.970x2.143

1 1

21.0°

+25.800 3 ROOF

ID D1

W2 W3

ROOF STRUCTURE TO ENG. DETAILS

+27.805 4 RIDGE

WINDOW SCHEDULE Quantity W x H Size 1 1.810x0.943

1.860 OVERALL

1.500 BATH/LDRY

0.110

1:50

D-02

ISSUED FOR

1.500 BATH/LDRY

PRIOR TO COMMENCEMENT OF ANY BUILDING WORK 2. ANY DISCREPANCIES ARE TO BE CONFIRMED BY DESIGNER 3. LEVELS SHOWN ARE APPROXIMATE UNLESS ACCOMPANIED BY LEVELS BY A REGISTERED SURVEYOR

4. FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TO SCALING . 5. ALL BOUNDARY CLEARANCE MUST BE VERIFIED BY THE SURVEYOR PRIOR TO THE COMMENCEMENT OF ANY BUILDING

SUIT 2- B 1 / 101 ROOKWOOD ROAD

WORK .

YAGOONA , NSW , 2199

SUCH MUST TAKE PREFERENCE TO THIS DRAWING

COUNCIL

CONSTRUCTION CERTIFICATE

EMAIL : GSPublisherVersion 0.0.100.100

0430 770 052 DESIGNINTERVENE @ GMAIL . COM

0.720 D

0.110

3.409 OVERALL

0.110

0.040

3.049 BATHROOM

0.775 0.900 SHOWER

0.625

0.900 VANITY 1.075

3.049 BATHROOM

3.409 OVERALL

3.880 OVERALL

1.075

0.750 BATH

0.250

0.240

0.250

0.110

0.250

1.290 0.900 SHOWER

2.050 BATHROOM

0.110

2.270 OVERALL

1:50

D-03

BATHROOM

DRAWING NUMBER

SCALE @ A3 AS INDICATED

04.11

TRUE NORTH

1:50

DRAWN BY :

CHKD BY :

M .C

DEVELOPMENT APPLICATION SECTION 96 CONSTRUCTION

ONLY

DRAWING TITLE

DATE :

DETAILS 01

3/02/2017

6. WHERE ENGINEERING OR HYDRAULIC DRAWINGS ARE REQUIRED

ISSUE :

PROJECT :

RO 1

LOT 23, DP: 26816 2 LORANDO SEFTON NSW

7 . STORMWATER TO B CONNECTED AND DISCHARGED TO COUNCILS

MOBILE :

1.570 W

1.150

BATH/LDRY

R 01

1 . AL DIMENSIONS AND FLOOR AREAS TO BE VERIFIED BUILDER

0.860

1.860 OVERALL

GENERAL NOTES

ADDRESS

3.480 BATH/LDRY

1.980 0.900 SHOWER

0.290

0.250

0.110

1.700 BATH

0.240

1.500 SHOWER

BATH/LDRY

REDUCED

2.050 BATHROOM 0.350

1.910

0.500 0.900 SHOWER

0.250

0.640 TOILET

1.860 OVERALL

D-01

0.110

0.850 W

0.720 D

0.905

1.500 SHOWER 0.110

0.600 SINK

0.290

0.900 SHOWER 0.860

0.600 MACHINE

2.270 OVERALL

3.480 BATH/LDRY

3.880 OVERALL

3.860 OVERALL

3.500 BATH/LDRY

2.000

1.480

0.600 WASH

0.110

0.850 W 2.170

1.985

0.900 SHOWER

0.500

3.860 OVERALL

0.250

0.640 TOILET

0.250

1.965

0.590

0.905

0.110

0.600 SINK

1.500 BATH/LDRY

0.600 SINK

0.300

0.600 MACHINE

0.720 D

0.600 WASH

0.110 0.250

3.500 BATH/LDRY

1.500

0.110

0.300

1.500 BATH/LDRY

0.600 SINK

0.110

0.590

1.860 OVERALL

REQUIREMENTS AND TO AS 3500 . 3 8 . ALL SERVICES TO BE LOCATED AND VERIFIED BY THE BUILDER WITH RELEVANT AUTHORITIES PRIOR TO THE COMMENCEMENT OF ANY BUILDING

1.945 OVERALL 0.110

0.110

ENSUIT

GENERAL NOTES

2. ANY DISCREPANCIES ARE TO BE CONFIRMED BY DESIGNER 3. LEVELS SHOWN ARE APPROXIMATE UNLESS ACCOMPANIED BY REDUCED

LEVELS BY A REGISTERED SURVEYOR

4. FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TO SCALING .

5. ALL BOUNDARY CLEARANCE MUST BE VERIFIED BY THE SURVEYOR PRIOR TO THE COMMENCEMENT OF ANY BUILDING

SUIT 2- B 1 / 101 ROOKWOOD ROAD

WORK .

YAGOONA , NSW , 2199

SUCH MUST TAKE PREFERENCE TO THIS DRAWING

1:50

D-05

ISSUED FOR

0.711

0.900 SHOWER

0.866

0.600 VANITY

2.366 ENSUIT

ENSUIT

R 01

COUNCIL

CONSTRUCTION CERTIFICATE

EMAIL : GSPublisherVersion 0.0.100.100

0430 770 052 DESIGNINTERVENE @ GMAIL . COM

0.110 1.700 TOILET

0.110

2.840 OVERALL

2.480 BATHROOM

1.000 0.545

0.110

0.250

0.750 BATH

0.750 0.130 .BATH

0.600 VANITY

0.430 0.400

2.480 BATHROOM

2.840 OVERALL 1.888 OVERALL

1.528 ENSUIT

0.988

1.210 W 0.640 TOILET

0.258 0.540 VANITY 0.025

1.725 BATHROOM

0.110

1.945 OVERALL

1:50

D-06

BATHROOM

DRAWING NUMBER

SCALE @ A3 AS INDICATED

04.12

TRUE NORTH

1:50

DRAWN BY :

CHKD BY :

M .C

DEVELOPMENT APPLICATION SECTION 96 CONSTRUCTION

ONLY

DRAWING TITLE

DATE :

DETAILS 02

3/02/2017

6. WHERE ENGINEERING OR HYDRAULIC DRAWINGS ARE REQUIRED

ISSUE :

PROJECT :

RO 1

LOT 23, DP: 26816 2 LORANDO SEFTON NSW

7 . STORMWATER TO B CONNECTED AND DISCHARGED TO COUNCILS

MOBILE :

0.825

0.900 SHOWER

0.110

0.610 W

0.250

1.045

0.257

2.726 OVERALL

1 . AL DIMENSIONS AND FLOOR AREAS TO BE VERIFIED BUILDER PRIOR TO COMMENCEMENT OF ANY BUILDING WORK

0.540 VANITY

1.210 W 0.159

1.528 SHOWER

0.250

2.380 OVERALL

D-04

0.720 0.040 D

0.159

0.110 1.528 ENSUIT

1.888 OVERALL

2.870 OVERALL

0.250 2.160 BATHROOM

0.290

0.900 SHOWER

1.466

0.110

0.110 2.470 BATHROOM 0.900 SHOWER

1.610 0.640 TOILET

0.655

0.110

1.606

1.570 VANITY

1.830 2.470 BATHROOM 0.290

0.605 0.110

ADDRESS

2.366 ENSUIT 0.900 SHOWER

0.500 VANITY

0.820 0.040 D

0.110

1.660

2.870 OVERALL

0.250

0.110

0.888

2.160 BATHROOM

0.640 TOILET

0.110

0.900 SHOWER

2.726 OVERALL

2.380 OVERALL

1.725 BATHROOM

REQUIREMENTS AND TO AS 3500 . 3 8 . ALL SERVICES TO BE LOCATED AND VERIFIED BY THE BUILDER WITH RELEVANT AUTHORITIES PRIOR TO THE COMMENCEMENT OF ANY BUILDING