J:4251 - 43004282 LARAGHYJ4282 DRAWINGSREV OJ4282 …

89A lord street (PO Box 5667), Port Macquarie nsw 2444 T: 02 6583 4411 F: 02 6583 9820 WWW. COLLINSWCOLLINS.COM.AU

STREET NAME:STREET No:

LOT No: DP No:

Building Designers

CWC JOB #:

NEW DWELLING

PROPOSED LOT 9, ELLUSIA CLOSE, FORSTER

16 1248994

N/A

J4282

CONTENTSSheet Sheet Name

11 BUSHFIRE CONSTRUCTION NOTES

12 BUILDING SPECIFICATIONS

13 WORK SAFETY NOTES

14 SHADOWS

CONTENTSSheet Sheet Name

1 MASTER SITE PLAN

2 SITE PLAN

3 S68 & S138 PLAN

4 LOWER FLOOR PLAN

5 UPPER FLOOR PLAN

6 ELEVATIONS

7 ELEVATION AND SECTIONS

8 SECTION AND DETAIL

9 GLAZING

10 ROOF PLAN

All rights reserved. No part of this drawing may be reproducedor transmitted in any form or by means, electronic, mechanical,photocopying, recording or otherwise, without the prior permission

check all the dimensions on the job prior to commencement ofshop drawings or fabrication. Any discrepancies are to be referredto the consultant/Designer prior to commencement of work.

ALL LEVELS WERE COMPLETED BY BUILDER AND ARE NOT TO AHD. ALL LEVELS AND CONTOURS TO BE CONFIRMED BY BUILDER PRIOR TO START OF

PLEASE REFER TO THE "SUMMARY OF BASIX AND NatHERS COMMITMENTS" ON PAGE 1 FOR FURTHER INFORMATION. PLEASE REFER TO THE BASIX AND NatHERS CERTIFICATES FOR EXACT DETAILS.

PROPOSED DWELLING

BOUNDARY

4810

PARENT LOT 16

2049687826

3456789

1011121314

BOUNDARY 300.245

BOUNDARY 157.790BOUNDARY 54.855

BO

UN

DA

RY

24.6

85

BO

UN

DAR

Y 1

8.41

0

BOUNDARY 9.360

BOUNDARY 55.915

BO

UN

DA

RY

6.4

00

119043

SITE INFORMATION & LEGENDNOTE: CONTOURS AND SPOT LEVELS AREINDICATIVE ONLY AND FINAL SITE LEVELS COMPLETEDBY A REGISTERED SURVEYOR IS RECOMMENDEDBEFORE START OF CONSTRUCTION.

STORMWATER NOTE: STORMWATER TO BE DIRECTED TO STORMWATER EASEMENT AT REAR OF PROPERTY.

PARENT SITE AREA: HABITABLE AREA (excluding garages) FSR (as per LEP)BUSHFIRE AFFECTEDAPPROX 247.38m² HARDSTAND AREA

= 10738.07m²=277.6m²

= 2.6%=YES

PROPOSED TANK LOCATION 5,000 LTRS TOTAL

PATH OF WATER FLOW FROM D/PIPES TO TANK(TO BE USED AS A GUIDE ONLY)

WATER FLOW FROM TANK TO APPLIANCES(TO BE USED AS A GUIDE ONLY)

SILTATION CONTROL IN ACCORDANCEWITH COUNCIL POLICY E1 AND THEADOPTED AUSPEC STANDARD

SEWER LINE

GARDEN TAP LOCATION

DOWN PIPE LOCATION

GTAP

DP°

SITE HOARDING FENCING

PLEASE REFER TO BUSHFIRE REPORT

18.09.1927/9/193/10/1925/11/1911/12/193/4/20

INITIAL ISSUEREVISED CONCEPT PLANFINAL CONCEPT PLANSPRELIM FINAL CC'SGARAGE LARGER ENERGY ADDED REV

START DATE:

SCALE:

SHEET SIZE:

PROJECT: DRAWING REVISIONS + NOTES:

DWG No:

SHEET:

Date: Detail:


STREET NAME:

STREET No:

CLIENT:

LOT No: DP No:

Building Designers

A3

As indicated

NEW DWELLING

LARAGHY

18/9/19

J4282


1

MASTER SITE PLAN

16 1248994

N/AOF 13

SCALE 1:1000

MB

98.600

98.800

99.000

99.200

99.400

99.600

99.800

98.400

98.600

98.800

99.000

99.200

99.400

99.600

99.800

PO

RC

H

5400

TO

GA

RA

GE

6500

OMP1000

6x2.5m POOL

1800MM HIGH COURTYARDFENCE - MASONRY PIERS WITHSEMI TRANSPARENT INFILL PANELS

ELLUISA CLOSE

PROPOSED DWELLING

RETAINING WALL APPROX700mm HIGH

ALFRESCOFFL RL: 99.550

RETAINING WALL APPROX500mm HIGH GRASSED AREA

RL:99.8

EASEMENT TO DRAINAGE OF SEWER AND WATER. EASEMENT FOR ASSET PROTECTION ZONE

OMP1020

CROSSOVER

5000

DRIVEWAY

630

1000

4020

PROPOSED POOL GATE

FFL RL: 99.600

FFL RL: 102.590

FFL RL: 99.500

FFL RL: 105.705

UPPER FLOOR

LOWER FLOOR

GARAGE

BALCONYPORCH

FFL RL: 99.550

BOUNDARY 300.245

BO

UN

DA

RY

31.0

00

BO

UN

DA

RY

31.0

00

BOUNDARY 14.520

EA

VE

6880

BA

LC

ON

Y

6300

FRONT LANDSCAPE AREA 28.04m² (53.74%)

SL RL 99:450

SILTATION CONTROL FENCING

DRYING AREA

VACANT BLOCK

TEMPORARY BLUE METAL GRAVEL LAID AT ENTRANCE OF SITE TO REMOVE EXCESS SOILS FROM VEHICLES AT EXIT. AGGREGATE SIZE AS PER THE LANDCOM BLUE BOOK STANDARD DRAWING SD 6-14 IS TO BE 30mm DIAMETER

SAND BAGS PLACED IN KERB TO CATCH ANY EXCESS SOILS FROM SITE KERB TO BE CLEANED DAILY

PROPOSED HOARDING AND SECURITY FENCE TO BE INSTALLED TO NORTH / EAST / SOUTH / WEST BOUNDARIES

POOL FENCING NOTE:1200mm HIGH POOL FENCING & GATE TO COMPLY WITH AS1926.1- 2012

PRIVATE OPEN SPACE AREA 43.96m² WITH A MAXIMUM GRADE OF 5%

PROPOSED WATER METER & ALTERNATIVE WATER METER LOCATIONS TO BE CONFIRMED PRIOR TO START OF CONSTRUCTION

RETAINING WALL AND EXCAVATION TO COMPLY WITH SEPP SUBDIVISION 6 CLAUSE 3.29. (SEPP RULE)

BUILDER TO LOCATE THE ELECTRICAL, TELSTRA SERVICES PRIOR TO THE START OF CONSTRUCTION

GAS BOTTLES TO COMPLY WITH SEPP 3A.37

GA

S B

OT

TL

ES

DP

DP

GT

GT

GTDP

DP

DP

DP

DPDP

DP/SP

PROPOSED POOL 32,000 LTRS (APPROX)

VACANT BLOCK

3570

PROPOSED POOL PUMP LOCATION

4810

SITE INFORMATION & LEGENDNOTE: CONTOURS AND SPOT LEVELS AREINDICATIVE ONLY AND FINAL SITE LEVELS COMPLETEDBY A REGISTERED SURVEYOR IS RECOMMENDEDBEFORE START OF CONSTRUCTION.

STORMWATER NOTE: STORMWATER TO BE DIRECTED TO STORMWATER EASEMENT AT REAR OF PROPERTY.

SITE AREA: HABITABLE AREA (excluding garages) FSR (as per LEP)BUSHFIRE AFFECTEDAPPROX 247.38m² HARDSTAND AREA APPROX 202.74m² LANDSCAPE AREA

= 450.12m²=277.6m²= 61.67%

=YES



SILTATION CONTROL IN ACCORDANCEWITH COUNCIL POLICY E1 AND THEADOPTED AUSPEC STANDARD

SEWER LINE

GARDEN TAP LOCATION

DOWN PIPE LOCATION

GTAP

DP°

SITE HOARDING FENCING


Note: Copyright © 2019: Collins.w.Collins PTY LTDAll rights reserved. No part of this drawing may be reproducedor transmitted in any form or by means, electronic, mechanical,photocopying, recording or otherwise, without the prior permissionof the copyright holders.DO NOT SCALE from this drawing. CONTRACTOR is tocheck all the dimensions on the job prior to commencement ofshop drawings or fabrication. Any discrepancies are to be referredto the consultant/Designer prior to commencement of work.

CHECK ALL DIMENSIONS ON SITE. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL RELEVANT CONTRACTS, SPECIFICATIONS, REPORTS, DRAWINGS, ENGINEERING & COUNCIL APPROVALS

ALL LEVELS WERE COMPLETED BY BUILDER AND ARE NOT TO AHD. ALL LEVELS AND CONTOURS TO BE CONFIRMED BY BUILDER PRIOR TO START OF CONSTRUCTION.

CEILING PENETRATION - APPROVED NON-VENTILATED COVER OR SHIELD IS TO BE INSTALLED TO ALL RECESSED LIGHTING AND EXHAUST FANS TO ALLOW INSULATION TO BE CLOSELY INSTALLED TO THE TOP AND SIDES OF THE LIGHT OR EXHAUST FITTING.

BAL = 12.5PLEASE REFER TO BUSHFIRE REPORT

SITE PLAN SCALE 1:200

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DWG No:

SHEET:

Date: Detail: Issue:


STREET NAME:

STREET No:

CLIENT:

PARENT LOT No: DP No:

Building Designers

A3

Drawn:

As indicated

NEW DWELLING

LARAGHY

18/9/19

J4282


2

SITE PLAN

16 1248994

N/AOF 13

MB

98.600

98.800

99.000

99.200

99.400

99.600

99.800

98.400

98.600

98.800

99.000

99.200

99.400

99.600

99.800

S68 & S138 SITE INFORMATION & LEGEND

STORMWATER NOTE: STORMWATER/RAINWATER OVERFLOW TOTHE EASEMENT TO THE REAR OF THE BLOCK

CATCHMENTS OF ROOF AREA TO BE DIRECTED TO TANK(TO BE USED AS GUIDE ONLY)

213.5m²




LAWN & GARDEN AREA TO BE 140m²(AS PER BASIX CERTIFICATE TO BE USED AS A GUIDE ONLY)

SEWER LINE

GARDEN TAP LOCATION

DOWN PIPE LOCATION

GTAP

DP°

PO

RC

H

5400

TO

GA

RA

GE

6500

OMP1000

1800MM HIGH COURTYARDFENCE - MASONRY PIERS WITHSEMI TRANSPARENT INFILL PANELS

ELLUISA CLOSE

PROPOSED DWELLING


ALFRESCOFFL RL: 99.550


GRASSED AREARL:99.8

EASEMENT TO DRAINAGE OF SEWER AND WATER 4.3m WIDE. EASEMENT FOR ASSET PROTECTION ZONE

OMP1020

CROSSOVER

5000

DRIVEWAY

1000

4020

FFL RL: 99.600

FFL RL: 102.590

FFL RL: 99.500

FFL RL: 105.592

UPPER FLOOR

LOWER FLOOR

GARAGE

BALCONYPORCH

FFL RL: 99.550

BOUNDARY 300.245

BO

UN

DA

RY

31.0

00

BO

UN

DA

RY

31.0

00

BOUNDARY 14.520

EA

VE

6880

BA

LC

ON

Y

6300

FRONT LANDSCAPE AREA 28.04m² (53.74%)

SL RL 99:450

SILTATION CONTROL FENCING

DRYING AREA

VACANT BLOCK

TEMPORARY BLUE METAL GRAVEL LAID AT ENTRANCE OF SITE TO REMOVE EXCESS SOILS FROM VEHICLES AT EXIT. AGGREGATE SIZE AS PER THE LANDCOM BLUE BOOK STANDARD DRAWING SD 6-14 IS TO BE 30mm DIAMETER

SAND BAGS PLACED IN KERB TO CATCH ANY EXCESS SOILS FROM SITE KERB TO BE CLEANED DAILY

PROPOSED HOARDING AND SECURITY FENCE TO BE INSTALLED TO NORTH / EAST / SOUTH / WEST BOUNDARIES

PROPOSED WATER METER & ALTERNATIVE WATER METER LOCATIONS TO BE CONFIRMED PRIOR TO START OF CONSTRUCTION

RETAINING WALL AND EXCAVATION TO COMPLY WITH SEPP SUBDIVISION 6 CLAUSE 3.29. (SEPP RULE)

BUILDER TO LOCATE THE ELECTRICAL, TELSTRA SERVICES PRIOR TO THE START OF CONSTRUCTION

GAS BOTTLES TO COMPLY WITH SEPP 3A.37

GA

S B

OT

TL

ES

DP

DP

GT

GT

GT DPDP

DP

DP

DPDP

DP/SP

HWS

VACANT BLOCK

5,000 LTRS WATER TANK


ALL LEVELS WERE COMPLETED BY BUILDER AND ARE NOT TO AHD. ALL LEVELS AND CONTOURS TO BE CONFIRMED BY BUILDER PRIOR TO START OF CONSTRUCTION.


WINDOW NOTES:BEDROOM WINDOWS - WHERE THE FLOOR LEVEL OF A BEDROOM IS 2M OR MORE ABOVE THE SURFACE BENEATH, BEDROOM WINDOWS ARE TO COMPLY WITH VOL 2 BCA PART 3.9.2.5.

WINDOWS - WHERE THE FLOOR LEVEL IS 4m OR MORE ABOVE THE SURFACE BENEATH, WINDOWS ARE TO COMPLY WITH VOL 2 BCA PART 3.9.2.5. BARRIER WITH A HEIGHT OF NOT LESS THAN 865mm ABOVE FLOOR IS REQUIRED TO AN OPENABLE WINDOW TO COMPLY WITH VOL 2 BCA PART 3.9.2.5

WIND CATEGORY TO BE CONFIRMED PRIOR TO START OF CONSTRUCTION. IF N2 OR HIGHER, ENGAGED PIERS TO BRICKWORK AREA’S ARE TO COMPLY WITH AS 4773.1-2010 & AS 4773 2-2010

STAIRS, HANDRAILS & BALUSTRADE NOTES:STAIRS TO COMPLY WITH SECTION 3.9.1.3 & SECTION 3.9.1.4. & 3.9.1.1 SLIP RESISTANCE CLASSIFICATION TABLE IN ACCORDANCE WITH AS4586.

HANDRAIL HEIGHTS TO BE NO LESS THAN 1000mm FROM PROPOSED FINISHED FL. BALUSTRADE & HANDRAIL TO BE IN ACCORDANCE WITH 3.9.2.3 & 3.9.2.4 OF THE BCA

CONSTRUCTION NOTES:

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A3

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NEW DWELLING

LARAGHY

18/9/19

J4282


3

S68 & S138 PLAN

16 1248994

N/AOF 13

SECTION 138 & 68 PLAN SCALE 1:200

RL01 FL

99.600

RL01 CL

102.340RL

01 CL102.340

RL02 FL

102.640 RL02 FL102.640

RL02 CL

105.080 RL02 CL105.080

CE

ILIN

G H

T.

2440

RL01 GRG FL99.500

CE

ILIN

G H

T.

2740

GA

RA

GE

CE

ILIN

T H

T.

2840

NGL

SLAB ON GROUND CONSTRUCTION

(CLIP SNAP) CONTINUOUS OVERFLOW GUTTER FIXING SYSTEM TO COMPLY WITH AS 3500.3

HANDRAIL HEIGHT TO BE NO LESS THAN 1000mm FROM PROPOSED FINISHED FL. BALUSTRADE & HANDRAIL TO BE IN ACCORDANCE WITH BCA 3.9.2.3 & 3.9.2.4.

KLIP-LOK METAL SHEET ROOFING @ 2°WITH R1.3 (REFLECTIVE SIDE DOWN, ANTI-GLARE UP).ROOF COLOUR: MEDIUM (SA - 0.475 - 0.70)KLIP-LOK METAL SHEET ROOFING @ 2°

WITH R1.3 (REFLECTIVE SIDE DOWN, ANTI-GLARE UP).ROOF COLOUR: MEDIUM (SA - 0.475 - 0.70)

450

BA

L.

1000

TIMBER PARAPET WALL

F F

STR

STR

90mm X 90mm TIMBER POST ON STIRRUPS

140 X 200mm TIMBER FRAMED COLUMN FEATURE WITH FC CLADDING FINISH

GA

RA

GE

PA

RA

PE

T

3640

2740

PA

RA

PE

T

900 FC

STR

FCFC

STNE FC

STR

F F

2840

200


SOLAR ELECT HWS ON 10° STAND ON THE ROOF

RL01 FL

99.600 RL01 FL99.600

RL01 CL

102.340RL

01 CL102.340

CE

ILIN

G H

T.

2740

RL02 FL

102.640 RL02 FL102.640

RL02 CL

105.080 RL02 CL105.080

CE

ILIN

G H

T.

2440

2070

NGLSLAB ON GROUND CONSTRUCTION



BEDROOM WINDOWS - WHERE THE FLOOR LEVEL OF A BEDROOM IS 2M OR MORE ABOVE THE SURFACE BENEATH, BEDROOM WINDOWS ARE TO COMPLY WITH VOL 2 BCA PART 3.9.2.5.

KLIP-LOK METAL SHEET ROOFING @ 2°WITH R1.3 (REFLECTIVE SIDE DOWN, ANTI-GLARE UP).ROOF COLOUR: MEDIUM (SA - 0.475 - 0.70)

TIMBER PARAPET WALL

FBW

STNE

STR

STR

TIMBER PARAPET WALL

450

F F F FJO

INE

RY

HE

IGH

T

2400

600


1000

PROPOSED FILLED AREA

2100

TIMBER PARAPET WALL

RETAINING WALL AND EXCAVATION TO COMPLY WITH SEPP SUBDIVISION 7 CLAUSE 3.35.(SEPP RULE)

140 X 200mm TIMBER FRAMED COLUMN FEATURE WITH FC CLADDING FINISH



PROPOSED FILLED AREA

AP

PR

OX

BU

ILD

ING

HE

IGH

T

6652

FC

FC

FC

FC

CORR(M)

RL01 FL

99.600 RL01 FL99.600

RL01 CL

102.340

RL01 CL102.340

CE

ILIN

G H

T.

2740

RL02 FL

102.640 RL02 FL102.640

RL02 CL

105.080 RL02 CL105.080

CE

ILIN

G H

T.

2440




JO

INE

RY

HT

.

2400

STRTIMBER PARAPET WALL

MASONRY SUBWALLS

FBW

NGLNGL

SOLAR ELECT HWS ON 10° STAND ON THE ROOFKLIP-LOK METAL SHEET ROOFING @ 5°

WITH R1.3 (REFLECTIVE SIDE DOWN, ANTI-GLARE UP).ROOF COLOUR: MEDIUM (SA - 0.475 - 0.70)

CORR(M)

STNE

5,000 LTRS

WATER TANK

STR





WIND CATEGORY TO BE CONFIRMED PRIOR TO START OF CONSTRUCTION. IF N2 OR HIGHER, ENGAGED PIERS TO BRICKWORK

AREA’S ARE TO COMPLY WITH AS 4773.1-2010 & AS 4773 2-2010



CONSTRUCTION NOTES:

GLAZING SPECIFICATIONS:WINDOWS SPECIFIED USE NFRC UW & SHGCW VALUES.WINDOWS AS SPECIFIED OR EQUIVALENT MUST BE INSTALLED ON SITE (REFER TO NatHERS CERTIFICATE FOR DETAILS).

STANDARD GLAZING: SINGLE CLEAR GLAZING WITHSTANDARD ALUMINIUM FRAMES THROUGHOUT

WEATHER STRIPPING TO BE INSTALLED THROUGHOUT.

PLEASE NOTE: ALL GLAZING IN BATHROOMS, ENSUITES, SPA ROOMS OR THE LIKE TO COMPLY WITH PART 3.6.4.5 OF THE BCA

BEDROOM WINDOWS - WHERE THE FLOOR LEVEL OF A BEDROOM IS MORE THAN 2m ABOVE THE SURFACE BENEATH, BEDROOM WINDOWS ARE TO COMPLY WITH BCA VOL 2 PART 3.9.2.5

WINDOWS AND GLAZING TO COMPLY WITH:AS 4055 : WIND LOADS FOR HOUSINGAS 1288 : GLASS IN BUILDING - SELECTION & INSTALLATIONAS 2047 : WINDOWS & EXTERNAL DOORS IN BUILDINGAS 1170-Part 2: WIND ACTIONSAS 3959 : CONSTRUCTION OF BUILDINGS IN BUSHFIRE PRONE AREASTHE STANDARDS REFERRED ABOVE ARE THE VERSION ADOPTED BY BCA AT THE TIME THE RELEVANT CONSTRUCTION CERTIFICATE OR COMPLYING DEVELOPMENT CERTIFICATE APPLICATION IS MADE.


NORTH ELEVATION SCALE 1:100

EAST ELEVATION SCALE 1:100

SOUTH ELEVATION SCALE 1:100

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LARAGHY

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6

ELEVATIONS

16 1248994

N/AOF 13

EXTERNAL FINISHES

LABEL MATERIAL DESCRIPTION

CORR(M) CORRUGATED METAL SHEET ROOFING(MEDIUM)

FBW SELECTED FACE BRICK

FC FC SHEET

STNE STONE WALL CLADDING

STR SCYON STRIA 300mm CLADDING

RL01 FL

99.600 RL01 FL99.600

RL01 CL

102.340

RL01 CL102.340

CE

ILIN

G H

T.

2740

RL02 FL

102.640 RL02 FL102.640

RL02 CL

105.080 RL02 CL105.080

RL01 GRG FL

99.500

CE

ILIN

G H

T.

2440

SLAB ON GROUND CONSTRUCTION



TIMBER PARAPET WALL


NGL

JO

INE

RY

HT

.

2100

SIL

L H

T.

2740

OBS

KLIP-LOCK METAL SHEET ROOFING @ 5°WITH R1.3 (REFLECTIVE SIDE DOWN, ANTI-GLARE UP).ROOF COLOUR: MEDIUM (SA - 0.475 - 0.70)

500

STRSTR

STR

2740



FBW

FCFC

GA

RA

GE

CE

ILIN

G H

T.

2840

JO

INE

RY

HT

.

2100

MB

FBW

PA

RA

PE

T H

T.

3640

AP

PR

OX

BU

ILD

ING

HT

.

6825

RL01 FL

99.600 RL01 FL99.600

RL01 CL

102.340RL

01 CL102.340

RL02 FL

102.640 RL02 FL102.640

RL02 CL

105.080 RL02 CL105.080

2440

2740

BED 4

LIVINGDINING

300

ROOF TRUSSES @ 600CTS TO MANUFACTURER'S SPECIFICATION

CONCRETE FOOTINGS & SLAB TO ENGINEER'S DETAIL

10mm INTERNAL PLASTERBOARD LINING TO CEILINGS & WALLS

TERMITE TREATMENT TO A.S 3660.1

TIMBER BEARERS & JOISTS FLOOR SYSTEM TO ENGINEER'S SPECIFICATION

90 X 35mm EXTERNAL ANDINTERNAL WALL FRAMING

R2.5 INSULATION


NGL

FFL RL: 102.640

FFL RL: 99.595

CONCRETE PAD FOOTINGS TO ENGINEER'S DETAIL

HANDRAIL HEIGHT TO BE NO LESS THAN1000mm FROM THE PROPOSED FL. BALUSTRADINGTO BE IN ACCORDANCE WITH BCA STANDARDS

BEAM TO ENGINEERS DETAILS


725

450

RL01 FL

99.600 RL01 FL99.600

RL01 CL

102.340

RL01 CL102.340

RL02 FL

102.640 RL02 FL102.640

RL02 CL

105.080 RL02 CL105.080

RL01 GRG FL

99.500




TERMITE TREATMENT TO A.S 3660.1

TIMBER BEARERS & JOISTS FLOOR SYSTEM TO ENGINEER'S SPECIFICATION


R2.5 INSULATIONKLIP-LOK METAL SHEET ROOFING @ 2°WITH R1.3 (REFLECTIVE SIDE DOWN, ANTI-GLARE UP).ROOF COLOUR: MEDIUM (SA - 0.475 - 0.70)


BEAM TO ENGINEERS DETAILS


BOX GUTTER BOX GUTTERBED 1

GARAGE FOYER

CE

ILIN

G H

T.

2840

CE

ILIN

G H

T.

2440

CE

ILIN

G H

T.

2740

FFL RL: 102.640















CONSTRUCTION NOTES:



SECTION A - A SCALE 1:100

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ELEVATION ANDSECTIONS

16 1248994

N/AOF 13

WEST ELEVATION SCALE 1:100

SECTION B - B SCALE 1:100

EXTERNAL FINISHES

LABEL MATERIAL DESCRIPTION

CORR(M) CORRUGATED METAL SHEET ROOFING(MEDIUM)

FBW SELECTED FACE BRICK

FC FC SHEET

STNE STONE WALL CLADDING

STR SCYON STRIA 300mm CLADDING

RL01 FL

99.600 RL01 FL99.600

RL01 CL

102.340RL

01 CL102.340

RL02 FL

102.640 RL02 FL102.640

RL02 CL

105.080 RL02 CL105.080

RL01 GRG FL

99.500

BED 1 WIR BED 4

DININGKITCHENGARAGE

LIN

EN

BALC

GA

RA

GE

CE

ILIN

G H

T.

2840

GA

RA

GE

CE

ILIN

G H

T.

2440




TERMITE TREATMENT TO A.S 3660.1TIMBER BEARERS & JOISTS FLOOR SYSTEM TO ENGINEER'S SPECIFICATION


R2.5 INSULATION


BEAM TO ENGINEERS DETAILS KLIP-LOK METAL SHEET ROOFING @ 2°

WITH R1.3 (REFLECTIVE SIDE DOWN, ANTI-GLARE UP). ROOF COLOUR: MEDIUM (SA - 0.475 - 0.70)

820

FFL RL: 102.640

FFL RL: 99.500 FFL RL: 99.600

FFL RL: 102.640


190

90

110

90

110

90

110

90

110

90

110

90

110

90

110

90

110

90

140

190

90

110

90

110

90

110

90

110

90

110

90

110

90

110

90

110

90

140

90

1930

90 4220 90


FALL FALL

FALL

TILER TO BED AND FALL TILED FINISH TO FLOOR WASTE.FLOOR WASTE TO CONNECT WITH STORMWATER FOR BALCONY DRAINAGE

FALL

1930

906

0

90 2110 2110 90

FW

FW

1.0

m H

T.

BA

LU

SD

TR

AD

E W

AL

L

1.0

m H

T.

BA

LU

SD

TR

AD

E W

AL

L

1.0m HT. BALUSDTRADE WALL

FXF2127

















CONSTRUCTION NOTES:

START DATE:

SCALE:

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8

SECTION AND DETAIL

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N/AOF 13

SECTION C - C SCALE 1:100

DETAIL 'A' SCALE 1:100

18.09.1927/9/193/10/1925/11/1911/12/193/4/20


BCDEFO

JCJCJCJCJCJC


x006

2112 2725

x005

2112 850

x004

2112 850

x003

2112 850

x001

875 2650

x056

2112 1510

x013

1215 1810 x012

1810 850

x002

875 2650

START DATE:

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STREET NAME:

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LOT No: DP No:

Building Designers

A3

As indicated

NEW DWELLING

LARAGHY

18/9/19

J4282


9

GLAZING

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N/AOF 13 18.09.19

27/9/193/10/1925/11/1911/12/193/4/20


NORTH FACE GLAZING

EAST FACE GLAZING

SOUTH FACE GLAZING

WEST FACE GLAZING

WINDOWS SPECIFIED USE NFRC UW & SHGCW VALUES.WINDOWS AS SPECIFIED OR EQUIVALENT MUST BE INSTALLED ON SITE (REFER TO ABSA

CERTIFICATE FOR DETAILS).STANDARD GLAZING: SINGLE CLEAR GLAZING WITH

STANDARD ALUMINIUM FRAMES THROUGHOUTWEATHER STRIPPING TO BE INSTALLED THROUGHOUT.

PLEASE NOTE: ALL GLAZING IN BATHROOMS, ENSUITES, SPA ROOMS OR THE LIKE TOCOMPLY WITH PART 3.6.4.5 OF THE BCA

BEDROOM WINDOWS - WHERE THE FLOOR LEVEL OF A BEDROOM IS MORE THAN 2m ABOVETHE SURFACE BENEATH, BEDROOM WINDOWS ARE TO COMPLY WITH BCA VOL 2 PART

3.9.2.5

AS 4055 : WIND LOADS FOR HOUSINGAS 1288 : GLASS IN BUILDING - SELECTION & INSTALLATION

AS 2047 : WINDOWS & EXTERNAL DOORS IN BUILDINGAS 1170-Part 2: WIND ACTIONS

AS 3959 : CONSTRUCTION OF BUILDINGS IN BUSHFIRE PRONE AREASTHE STANDARDS REFERRED ABOVE ARE THE VERSION ADOPTED BY BCA AT THE TIME THE RELEVANT

CONSTRUCTION CERTIFICATE OR COMPLYING DEVELOPMENT CERTIFICATE APPLICATION IS MADE.

WINDOW GLAZING SCHEDULE

NUMBER LEVEL ROOM HEIGHT WIDTH TYPE CONSTRUCTION GLAZING

001 01 FL LIVING 875 2650 SLIDING ALUMINIUM STANDARD

002 01 FL CINEMA 875 2650 SLIDING ALUMINIUM STANDARD

003 01 FL FOYER 2112 850 AWNING ALUMINIUM STANDARD



006 01 FL KITCHEN 2112 850 AWNING ALUMINIUM STANDARD

007 01 FL LIVING 2112 850 AWNING ALUMINIUM STANDARD

008 01 FL LIVING 2112 850 AWNING ALUMINIUM STANDARD

012 02 FL STAIRS 1810 850 FIXED ALUMINIUM STANDARD

013 02 FL BED 2 1215 1810 SLIDING ALUMINIUM STANDARD

018 02 FL VOID 1600 4200 FIXED/FIXED/FIXED ALUMINIUM STANDARD

019 02 FL BED 4 1610 1810 FIXED/AWNING/FIXED ALUMINIUM STANDARD

021 01 FL GARAGE 875 1210 SLIDING ALUMINIUM STANDARD

024 02 FL BED 1 1500 800 LOUVRE ALUMINIUM STANDARD

025 02 FL BED 1 1500 800 LOUVRE ALUMINIUM STANDARD

026 02 FL ROBE 1810 610 DOUBLE HUNG ALUMINIUM STANDARD

027 02 FL ENS 1200 800 LOUVRE ALUMINIUM STANDARD

028 02 FL ENS 1200 800 LOUVRE ALUMINIUM STANDARD

030 02 FL BED 3 620 2650 SLIDING ALUMINIUM STANDARD

031 02 FL BED 3 1810 850 DOUBLE HUNG ALUMINIUM STANDARD

DOORS SPECIFIED USE NFRC UW & SHGCW VALUES.DOORS AS SPECIFIED OR EQUIVALENT MUST BE INSTALLED ON SITE (REFER TO ABSA

CERTIFICATE FOR DETAILS).STANDARD GLAZING: SINGLE CLEAR GLAZING WITH

STANDARD ALUMINIUM FRAMES THROUGHOUTWEATHER STRIPPING TO BE INSTALLED THROUGHOUT.

PLEASE NOTE: ALL GLAZING IN BATHROOMS, ENSUITES, SPA ROOMS OR THE LIKE TO COMPLYWITH PART 3.6.4.5 OF THE BCA

AS 4055 : WIND LOADS FOR HOUSINGAS 1288 : GLASS IN BUILDING - SELECTION & INSTALLATION

AS 2047 : WINDOWS & EXTERNAL DOORS IN BUILDINGAS 1170-Part 2: WIND ACTIONS

AS 3959 : CONSTRUCTION OF BUILDINGS IN BUSHFIRE PRONE AREASTHE STANDARDS REFERRED ABOVE ARE THE VERSION ADOPTED

BY BCA AT THE TIME THE RELEVANT CONSTRUCTION CERTIFICATE OR COMPLYINGDEVELOPMENT CERTIFICATE APPLICATION IS MADE.

DOOR GLAZING SCHEDULE

NUMBER LEVEL ROOM HEIGHT WIDTH TYPE CONSTRUCTION GLAZING

001 01 FL FOYER 2050 1200 HINGE DOOR TIMBER STANDARD

002 01 FL KITCHEN 2400 4189 SLIDING DOOR ALUMINIUM STANDARD

003 01 FL LIVING 2400 3900 SLIDING DOOR ALUMINIUM STANDARD

006 02 FL BED 1 2112 2725 SLIDING DOOR ALUMINIUM STANDARD

056 01 FL L'DRY 2112 1510 SLIDING DOOR ALUMINIUM STANDARD

2.0

0°

3.00°

3.00°

3.00°

2.0

0°

2.0

0° 3.0

0°

BOX GUTTER

BOX GUTTER

OP

EN

FA

SC

IA A

ND

GU

TT

ER

OPEN FASCIA AND GUTTER

DP

DP

OPEN FASCIA AND GUTTER OPEN FASCIA AND GUTTER

CORRUGATED METAL SHEET ROOFING (MED)COLOUR: MEDIUM (SA - 0.475 - 0.70)WITH R1.3 (REFLECTIVE SIDE DOWN, ANTI-GLARE UP)

SOLAR PANEL ON STAND

DP

DP

DP

DP

DP

DP

DP

DP

TIMBER PARAPET WALL

TIMBER PARAPET WALL

TIMBER PARAPET WALL

17820

90

4370

OH

170

12990

2520

90

4540

OH

2070

17820

2020

90

RO

OF

4880

1490

5710

90

3540

1470

17820

2020

90

11630

OH

450

3630

OH

2070

12860 90

5410

OH

4290 2950 21090

6250

OH

700 3450 2550

12950

2550 4400 1290

OH

800 1360 2550

90 2010 4400 2090 770140

OH

450 2550










CONSTRUCTION NOTES:








ROOF PLAN SCALE 1:100

18.09.1927/9/193/10/1925/11/1911/12/193/4/20


BCDEFO

JCJCJCJCJCJC

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STREET No:

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LARAGHY

18/9/19

J4282


10

ROOF PLAN

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N/AOF 13

*ROOF AREA MEASURED AS FOOTPRINT ONLY

AREAS - ROOF AREAS

NAME AREA

LIVING ROOF AREA 12.1 m²

ENTRY/ALFRESCO ROOF AREA 39.4 m²

CINEMA ROOF AREA 3.2 m²

GARAGE ROOF AREA 11.9 m²

UPPER ROOF AREA 146.9 m²

TOTAL 213.5 m²

PAGE 42S E C T I O N 5 C O N S T R U C T I O N F O R B U S H F I R EA T T A C K L E V E L 1 2 . 5 ( B A L — 1 2 . 5 )

5.1 GENERALA building assessed in Section 2 as being BAL—12.5 shall comply with Section 3 andClauses 5.2 to 5.8.NOTE: There are a number of Standards that specify requirements for construction; however, where this Standard does not provide construction requirements for a particular element, the otherStandards apply.Any element of construction or system that satisfies the test criteria of AS 1530.8.1 may be used in lieu of the applicable requirements contained in Clauses 5.2 to 5.8 (see Clause 3.8).NOTE: BAL—12.5 is primarily concerned with protection from ember attack and radiant heat up to and including 12.5 kW/m2 where the site is less than 100 m from the source of bushfire attack.

NSW RURAL FIRE SERVICE ADDENDUM: APPENDIX 3“7.2 SUBFLOOR SUPPORTS

This Standard does not provide construction requirements for subfloor supports where the subfloor space is enclosed with—a. a wall that complies with ….. (Clause 5.4 or 6.4 as appropriate); orb. a mesh or perforated sheet with a maximum aperture of 2 mm, made of corrosion resistant steel, bronze or aluminium; orc. a combination of Items (a) and (b) above.

Where the subfloor space is unenclosed, the support posts, columns, stumps, piers and poles shall be—(i) of non-combustible material; or(ii) of bushfire-resisting timber (see Appendix F); or(iii) a combination of Items (i) and (ii) above.

NOTE: This requirement applies to the principal building only and not to verandas, decks, steps, ramps and landings (see Clause 7.7).”

NSW RURAL FIRE SERVICE ADDENDUM: APPENDIX 3“7.3.2 Elevated floors7.3.2.1 Enclosed subfloor space

This Standard does not provide construction requirements for elevated floors, including bearers, joists and flooring, where the subfloor space is enclosed with—a. a wall that complies with ….. (Clause 5.4 or6.4 as appropriate); orb. a mesh or perforated sheet with a maximum aperture of 2 mm, made of corrosion resistant steel, bronze or aluminium; orc. a combination of Items (a) and (b) above.

7.3.2.2 Unenclosed subfloor space

Where the subfloor space is unenclosed, the bearers, joists and flooring, less than 400 mm above finished ground level, shall be one of the following:

a. Materials that comply with the following:(i) Bearers and joists shall be—

A. non-combustible; orB. bushfire-resisting timber (see Appendix F); orC. a combination of Items (A) and (B) above.(ii) Flooring shall be—A. non-combustible; orB. bushfire-resisting timber (see Appendix F); orC. timber (other than bushfire-resisting timber), particleboard or

plywood flooring where the underside is lined with sarking-type material or mineral wool insulation; or

D.a combination of any of Items (A), (B) or (C) above. or

b. A system complying with AS 1530.8.1

This Standard does not provide construction requirements for elements of elevated floors, including bearers, joists and flooring, if the underside of the element is 400 mm or moreabove finished ground level.”

5.4 EXTERNAL WALLS5.4.1 WallsThat part of an external wall surface that is less than 400 mm from the ground or less than 400 mm above decks, carport roofs, awnings and similar elements or fittings having an angle less than 18 degrees to the horizontal and extending more than 110 mm in width from the wall (see Figure D3, Appendix D) shall be of—(a) non-combustible material; or(b) fibre-cement external cladding, a minimum of 6 mm in thickness; or(c) bushfire-resisting timber (see Appendix F); or(d) a timber species as specified in Paragraph E1, Appendix E; or(e) a combination of any of Items (a), (b), (c) or (d) above.

THESE NOTES MUST BE READ AND UNDERSTOOD BY ALL INVOLVED IN THE PROJECT.THIS INCLUDES (but is not limited to): OWNER, BUILDER, SUB-CONTRACTORS, CONSULTANTS, RENOVATORS,OPERATORS, MAINTENORS, DEMOLISHERS.

AS 3959-2009 - CONSTRUCTION OF BUILDINGS INBUSHFIRE PRONE AREAS (BAL - 12.5)

PAGE 43There are no requirements for external wall surfaces 400 mm or more from the ground or for external wall surfaces 400 mm or more above decks, carport roofs, awnings and similar elements or fittings having an angle less than 18 degrees to the horizontal and extending more than 110 mm in width from the wall (see Figure D3, Appendix D).5.4.2 JointsAll joints in the external surface material of walls shall be covered, sealed, overlapped, backed or butt-jointed to prevent gaps greater than 3 mm. Alternatively, sarking-type material may be applied over the outer face of the frame prior to fixing any external cladding.5.4.3 Vents and weepholesVents and weepholes in external walls shall be screened with a mesh with a maximum aperture of 2 mm, made of corrosion-resistant steel, bronze or aluminium, except where the vents and weepholes are less than 3 mm (see Clause 3.6), or are located in an external wall of a subfloor space.

5.5 EXTERNAL GLAZED ELEMENTS AND ASSEMBLIES AND EXTERNALDOORS5.5.1 Bushfire shuttersWhere fitted, bushfire shutters shall comply with Clause 3.7 and be made from—(a) non-combustible material; or(b) a timber species as specified in Paragraph E1, Appendix E; or(b) bushfire-resisting timber (see Appendix F); or(c) a combination of any of Items (a), (b) or (c) above.5.5.1A Screens for windows and doorsWhere fitted, screens for windows and doors shall have a mesh or perforated sheet with a maximum aperture of 2 mm, made of corrosion-resistant steel, bronze or aluminium. Gaps between the perimeter of the screen assembly and the building element to which it is fittedshall not exceed 3 mm.The frame supporting the mesh or perforated sheet shall be made from—

(d) metal; or(e) bushfire-resisting timber (see Appendix F); ora timber species as specified in Paragraph E2, Appendix E.5.5.2 WindowsWindow assemblies shall comply with one of the following:(a) They shall be completely protected by a bushfire shutter that complies with Clause 5.5.1.or(b) They shall be completely protected externally by screens that comply with Clause 5.5.1A.or

PAGE 44(c) They shall comply with the following:(i) For window assemblies less than 400 mm from the ground or less than 400 mm above decks, carport roofs, awnings and similar elements or fittings having an angle less than 18 degrees to the horizontal and extending more than 110 mm in width from the window frame (see Figure D3, Appendix D), window framesand window joinery shall be made from one of the following:(A) Bushfire-resisting timber (see Appendix F).or(B) A timber species as specified in Paragraph E2, Appendix E.or(C) Metal.or(D) Metal-reinforced PVC-U. The reinforcing members shall be made from aluminium, stainless steel, or corrosion-resistant steel and the frame and sash shall satisfy the design load, performance and structural strength of the member.(ii) Externally fitted hardware that supports the sash in its functions of opening and closing shall be metal.(iii) Where glazing is less than 400 mm from the ground or less than 400 mm above decks, carport roofs, awnings and similar elements or fittings having an angle less than 18 degrees to the horizontal and extending more than 110 mm in width from the window frame (see Figure D3, Appendix D), the glazing shall beGrade A safety glass minimum 4 mm, or glass blocks with norestriction on glazing methods.

NOTE: Where double glazed units are used the above requirements apply to the external face of the window assembly only.(iv) Where glazing is other than that specified in Item (iii) above, annealed glass may be used.(v) The openable portions of windows shall be screened internally or externally with screens that comply with Clause 5.5.1A.5.5.3 Doors—Side-hung external doors (including French doors, panel fold and bi-fold doors)Side-hung external doors, including French doors, panel fold and bi-fold doors, shall comply with one of the following:(a) They shall be protected by a bushfire shutter that complies with Clause 5.5.1.or(b) They shall be completely protected externally by screens that comply with Clause 5.5.1A.or(c) They shall comply with the following:(i) Doors shall be—(A) non-combustible; or(B) a solid timber door, having a minimum thickness of 35 mm for the first 400 mm above the threshold; or

PAGE 45(C) a door, including a hollow core door, with a non-combustible kickplate on the outside for the first 400 mm above the threshold; or(D) a fully framed glazed door, where the framing is made from materials required for bushfire shutters (see Clause 5.5.1), or from a timber species as specified in Paragraph E2, Appendix E.(ii) Where doors incorporate glazing, the glazing shall comply with the glazing requirements for windows.(iii) Doors shall be tight-fitting to the door frame and to an abutting door, if applicable.(iv) Where any part of the door frame is less than 400 mm from the ground or less than 400 mm above decks, carport roofs, awnings and similar elements or fittings having an angle less than 18 degrees to the horizontal and extending more than 110 mm in width from the door (see Figure D3, Appendix D), that part of the door frame shall be made from one of the following:(A) Bushfire-resisting timber (see Appendix F).or(B) A timber species as specified in Paragraph E2, Appendix E.or(C) Metal.or(D) Metal-reinforced PVC-U. The reinforcing members shall be made from aluminium, stainless steel, or corrosion-resistant steel and the door assembly shall satisfy the design load, performance and structural strength of the member.(v) Weather strips, draught excluders or draught seals shall be installed at the base of side-hung external doors.5.5.4 Doors—Sliding doorsSliding doors shall comply with one of the following:(a) They shall be protected by a bushfire shutter that complies with Clause 5.5.1.or(b) They shall be completely protected externally by screens that comply with Clause 5.5.1A.or(c) They shall comply with the following:(i) Any glazing incorporated in sliding doors shall be Grade A safety glass complying with AS 1288.(ii) Both the door frame supporting the sliding door and the framing surrounding any glazing shall be made from one of the following:(A) Bushfire-resisting timber (see Appendix F).or(B) A timber species as specified in Paragraph E2, Appendix E.or PAGE 46(C) Metal.or(D) Metal-reinforced PVC-U. The reinforcing members shall be made from aluminium, stainless steel, or corrosion-resistant steel and the frame and the sash shall satisfy the design load, performance and structural strength of the member.(iii) There is no requirement to screen the openable part of the sliding door. However, if screened, the screens shall comply with Clause 5.5.1A. NOTE: The construction of manufactured sliding doors should prevent the entry of embers when the door is closed. There is no requirement to provide screens to the openable part of these doors as it is assumed that a sliding door will be closed ifoccupants are not present during a bushfire event. Screens of materials other than those specified may not resist ember attack.(iv) Sliding doors shall be tight-fitting in the frames.

5.5.5 Doors—Vehicle access doors (garage doors)The following apply to vehicle access doors:(a) The lower portion of a vehicle access door that is within 400 mm of the ground when the door is closed (see Figure D4, Appendix D) shall be made from—(i) non-combustible material; or(ii) bushfire-resisting timber (see Appendix F); or(iii) fibre-cement sheet, a minimum of 6 mm in thickness; or(iv) a timber species as specified in Paragraph E1, Appendix E; or(v) a combination of any of Items (i), (ii), (iii) or (iv) above.(b) Panel lift, tilt doors or side-hung doors shall be fitted with suitable weather strips, draught excluders, draught seals or guide tracks, as appropriate to the door type, with a maximum gap no greater than 3 mm.(c) Roller doors shall have guide tracks with a maximum gap no greater than 3 mm and shall be fitted with a nylon brush that is in contact with the door (see Figure D4, Appendix D).(d) Vehicle access doors shall not include ventilation slots.

5.6 ROOFS (INCLUDING VERANDA AND ATTACHED CARPORT ROOFS,PENETRATIONS, EAVES, FASCIAS, GABLES, GUTTERS AND DOWNPIPES)5.6.1 GeneralThe following apply to all types of roofs and roofing systems:(a) Roof tiles, roof sheets and roof-covering accessories shall be non-combustible.(b) The roof/wall junction shall be sealed, to prevent openings greater than 3 mm, either by the use of fascia and eaves linings or by sealing between the top of the wall and the underside of the roof and between the rafters at the line of the wall.(c) Roof ventilation openings, such as gable and roof vents, shall be fitted with ember guards made of non-combustible material or a mesh or perforated sheet with a maximum aperture of 2 mm, made of corrosion-resistant steel, bronze or aluminium.

PAGE 475.6.2 Tiled roofsTiled roofs shall be fully sarked. The sarking shall—(a) have a flammability index of not more than 5;(b) be located directly below the roof battens;(c) cover the entire roof area including the ridge; and(d) be installed so that there are no gaps that would allow the entry of embers where the sarking meets fascias, gutters, valleys and the like.5.6.3 Sheet roofsSheet roofs shall—(a) be fully sarked in accordance with Clause 5.6.2, except that foil-backed insulation blankets may be installed over the battens;or(b) have any gaps greater than 3 mm, under corrugations or ribs of sheet roofing and between roof components, sealed at the fascia or wall line and at valleys, hips and ridges by—(i) a mesh or perforated sheet with a maximum aperture of 2 mm, made of corrosion-resistant steel, bronze or aluminium; or(ii) mineral wool; or(iii) other non-combustible material; or(iv) a combination of any of Items (i), (ii) or (iii) above.5.6.4 Veranda, carport and awning roofsThe following apply to veranda, carport and awning roofs:(a) A veranda, carport or awning roof forming part of the main roof space [see Figure D1(a), Appendix D] shall meet all the requirements for the main roof, as specified in Clauses 5.6.1, 5.6.2, 5.6.3, 5.6.5 and 5.6.6.(b) A veranda, carport or awning roof separated from the main roof space by an external wall [see Figures D1(b) and D1(c), Appendix D] complying with Clause 5.4 shall have a non-combustible roof covering. NOTE: There is no requirement to line the underside of a veranda, carport or awning roof that is separated from the main roof space.5.6.5 Roof penetrationsThe following apply to roof penetrations:(a) Roof penetrations, including roof lights, roof ventilators, roof-mounted evaporative cooling units, aerials, vent pipes and supports for solar collectors, shall be adequately sealed at the roof to prevent gaps greater than 3 mm. The material used to seal the penetration shall be non-combustible.(b) Openings in vented roof lights, roof ventilators or vent pipes shall be fitted with ember guards made from a mesh or perforated sheet with a maximum aperture of 2 mm, made of corrosion-resistant steel, bronze or aluminium.(c) All overhead glazing shall be Grade A safety glass complying with AS 1288.(d) Glazed elements in roof lights and skylights may be of polymer provided a Grade A safety glass diffuser, complying with AS 1288, is installed under the glazing. Where glazing is an insulating glazing unit (IGU), Grade A toughened safety glass minimum 4 mm, shall be used in the outer pane of the IGU.

PAGE 48(e) Flashing elements of tubular skylights may be of a fire-retardant material, provided the roof integrity is maintained by an under-flashing of a material having a flammability index no greater than 5.(f) Evaporative cooling units shall be fitted with butterfly closers at or near the ceiling level or, the unit shall be fitted with non-combustible covers with a mesh or perforated sheet with a maximum aperture of 2 mm, made of corrosion-resistant steel,bronze or aluminium.(g) Vent pipes made from PVC are permitted.5.6.6 Eaves linings, fascias and gablesThe following apply to eaves linings, fascias and gables:(a) Gables shall comply with Clause 5.4.(b) Eaves penetrations shall be protected the same as for roof penetrations, as specified in Clause 5.6.5.(c) Eaves ventilation openings greater than 3 mm shall be fitted with ember guards made of non-combustible material or a mesh or perforated sheet with a maximum aperture of 2 mm, made of corrosion-resistant steel, bronze or aluminium. Joints in eaves linings, fascias and gables may be sealed with plastic joining strips or timber storm moulds. This Standard does not provide construction requirements for fascias, bargeboards andeaves linings.5.6.7 Gutters and downpipesThis Standard does not provide material requirements for—(a) gutters, with the exception of box gutters; and(b) downpipes.If installed, gutter and valley leaf guards shall be non-combustible.Box gutters shall be non-combustible and flashed at the junction with the roof with noncombustible material.

NSW RURAL FIRE SERVICE ADDENDUM: APPENDIX 3“7.7 VERANDAS, DECKS, STEPS, RAMPS AND LANDINGS7.7.1 General

Decking may be spaced.

There is no requirement to enclose the subfloor spaces of verandas, decks, steps, ramps or landings.

7.7.2 Enclosed subfloor spaces of verandas, decks, steps, ramps and landings7.7.2.1 Materials to enclose a subfloor space

The subfloor spaces of verandas, decks, steps, ramps and landings are considered to be ‘enclosed’ when —a. the material used to enclose the subfloor space complies with …. (Clause 5.4 or 6.4 as appropriate); andb. all openings greater than 3 mm are screened with a mesh or perforated sheet with a maximum aperture of 2 mm, made of corrosion-resistant steel, bronze or aluminium.

7.7.2.2 Supports

This Standard does not provide construction requirements for support posts, columns, stumps, stringers, piers and poles.

7.7.2.3 Framing

This Standard does not provide construction requirements for the framing of verandas, decks, ramps or landings (i.e., bearers and joists).

7.7.2.4 Decking, stair treads and the trafficable surfaces of ramps and landings

Decking, stair treads and the trafficable surfaces of ramps and landings shall be—a. of non-combustible material; orb. of bushfire-resisting timber (see Appendix F);

orc. a combination of Items (a) and (b) above.

7.7.3 Unenclosed subfloor spaces of verandas, decks, steps, ramps and landings7.7.3.1 Supports

Support posts, columns, stumps, stringers, piers and poles shall be—a. of non-combustible material; orb. of bushfire-resisting timber (see Appendix F);


7.7.3.2 Framing

Framing of verandas, decks, ramps or landings (i.e., bearers and joists) shall be—a. of non-combustible material; orb. of bushfire-resisting timber (see Appendix F);


7.7.3.3 Decking, stair treads and the trafficablesurfaces of ramps and landings

Decking, stair treads and the trafficable surfaces of ramps and landings shall be—a. of non-combustible material; orb. of bushfire-resisting timber (see Appendix F);


7.7.4 Balustrades, handrails or other barriers

Those parts of the handrails and balustrades lessthan 125 mm from any glazing or any combustiblewall shall be—a. of non-combustible material; orb. bushfire-resisting timber (see Appendix F); orc. a combination of Items (i) and (ii) above.

Those parts of the handrails and balustrades thatare 125 mm or more from the building have norequirements.”

5.8 WATER AND GAS SUPPLY PIPESAbove-ground, exposed water and gas supply pipes shall be metal.

NSW RURAL FIRE SERVICE ADDENDUM: APPENDIX 3SARKINGAny sarking used shall be:a. Non-combustible; orb. Breather-type sarking complying with AS/NZS 4200.1 and with a flammability index of not more than 5 (see AS1530.2) and sarked on the outside of the frame; orc. An insulation material conforming to the appropriate Australian Standard for that material.

GAS NOTES FOR COMPLYING DEVELOPMENTReticulated or bottled gas on the lot is installed and maintained in accordance with AS/NZS 1596:2008, “The storage and handling of LP Gas” and the requirements of relevant authorities (metal piping must be used).Any gas cylinders on the lot that are within 10m of a dwelling house:· have the release valves directed away from the dwelling house, and· are enclosed on the hazard side of the installation, and· have metal connections to and from the cylinders.There are no polymer sheathed flexible gas supply lines to gas meters adjacent to the dwelling.

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BUSHFIRECONSTRUCTION NOTES

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Earthworks - Earthworks are to be undertaken in accordance with Part 3.1.1 of the BCA.Drainage – Stormwater drainage is to be undertaken in accordance with AS/NZS 3500.3, or, Section 5 of 3500.5, or, the Acceptable Construction Practice as detailed in Part 3.1.2 of the BCA.Termite Risk Management – Where a primary building element is considered susceptible to termite attack the building shall be protected in accordance with the following:a) AS 3600.1, andb) A durable notice is permanently fixed to the building in a prominent location, such as in a meter box or the like, including the details listed in Part 3.1.3.2 of the BCA, orc) The Acceptable Construction Practice as detailed in accordance with Part 3.1.3 of the BCA.

SITE PREPARATION


All works to be completed in accordance with the current version of the National Construction Code Series, including Building Code of Australia (BCA), Volume 2 and the Plumbing Code of Australia (PCA), Volume 3 as applicable.All Australian Standards listed are the versions that have been adopted by the relevant version of the National Construction Code Series at the time of Construction Certificate or Complying Development Certificate Application.

The footing or slab is to be constructed in accordance with AS 2870, except that for the purposes of Clause 5.3.3.1 of AS 2870, a damp-proofing membrane is required to be provided, or, the Acceptable Construction Practice detailed in Part 3.2 of the BCA

Piled footings are to be designed in accordance with AS 2159.

FOOTINGS AND SLABS

Unreinforced Masonry – to be designed and constructed in accordance with;

a) AS 3700; orb) AS 4773 Parts 1 and 2Reinforced Masonry – to be designed and constructed in accordance with;a) AS 3700; orb) AS 4773 parts 1 and 2

Masonry Accessories – to be constructed and installed in accordance with;

a) AS 3700; orb) AS 4773 Parts 1 and 2Weatherproofing of Masonry This Part applies to an external wall (including the junction between the wall and any window or door) of a Class 1 Building.This Part does not apply to any Class 10 building except where its construction contributes to the weatherproofing of the Class 1 building.The weatherproofing of masonry is to be carried out in accordance with;a) AS 3700; orb) AS 4773 Part2 1 and 2

MASONRY

Structural Software – Must comply with the Australian Building Codes Board (ABCB) Protocol for Structural Software and Part 3.4.0.2 of the BCA.Sub-Floor Ventilation – Is to comply with the Acceptable Construction Practice of Part 3.4.1 of the BCA.Steel Framing – is to be designed and constructed in accordance with the Acceptable Construction Practice of Part 3.4.2 of the BCA, or, one of the following manuals:a) Steel structures: AS 4100.b) Cold-formed steel structures: AS/NZS4600.c) Residential and low-rise steel framing: NASH Standard.Timber Framing – is to be designed and constructed in accordance with the following, as appropriate:a) AS 1684.2.b) AS 1684.4.Structural Steel Members – is to be designed and constructed in accordance with the Acceptable Construction Practice of Part 3.4.4 of the BCA, or, one of the following manuals:a) Steel Structures: AS 4100.b) Cold-formed steel structures: AS/NZS 4600.

FRAMING

Roof Cladding – is to comply with the Acceptable Construction Practice of Part 3.5.1 of the BCA, or, one of the following:a) Roofing tiles: AS 2049 and AS 2050.b) Metal roofing: AS 1562.1.c) Plastic sheet roofing: AS/NZS 4256 Parts 1, 2, 3 and 5; and AS/NZS 1562.3.d) Corrugated fibre-reinforced cement sheet roofing: AS/NZS 1562.2.e) Asphalt shingles: ASTM D3018-90.f) Pliable membrane and underlay: AS/NZS 4200 Parts 1 and 2.Gutters and Downpipes – are to be designed and constructed in accordance with the Acceptable Construction Practice of Part 3.5.2 of the BCA, or, AS/NZS 3500.3 – Stormwater drainage, or AS/NZS 3500.5 –Domestic installations, Section 5 – Stormwater drainage.Wall Cladding – to be designed and constructed in accordance with Acceptable Construction Practice of Part 3.5.3.1 of the BCA, or, for metal wall cladding if it is designed and constructed in accordance with AS 1562.1.

ROOF AND WALL CLADDING

Glazing – to be designed and constructed in accordance with the Acceptable Construction Practice of Part 3.6.1 of the BCA, or, one of the following manuals as applicable:a) AS 2047.b) AS 1288.

Fire Separation – to be designed and constructed in accordance with the Acceptable Construction Practice of Part 3.7.1 of the BCA.Smoke Alarms – to be designed, connected and located in accordance with the Acceptable Construction Practice of Part 3.7.2 of the BCA.Heating Appliances – are to be installed in accordance with the Acceptable Construction Practice of part 3.7.3 of the BCA, or, one of the following manuals:a) Domestic solid-fuel burning appliances are installed in accordance with AS/NZS 2918.b) Boilers and pressure vessels are installed in accordance with AS/NZS 1200.

GLAZING

Bushfire Areas – This section relates to:a) A Class 1 building; orb) A Class 10a building or deck associated with a Class 1 building,If it is constructed in accordance with the following:c) AS 3959, except for Section 9 Construction for Bushfire Attack Level FZ (BAL-FZ). Buildings subject to BAL-FZ must comply with specific conditions of development consent for construction at this level; ord) The requirements of (c) above as modified by the development consent following consultation with the NSW Rural Fire Service undersection 79BA of the Environmental Planning and Assessment Act 1979; ore) The requirements of (c) above as modified by the development consent with a bushfire safety authority issued under section 100B of the Rural Fire Act for the purposes of integrated development.

Alpine Areas – to be constructed in accordance with the Acceptable Construction Practice of Part 3.7.5 of the BCA if located in an alpine area, as identified in Figure 3.7.5.2 of the BCA.

BUSHFIRE AREAS

Wet Areas and External Waterproofing – building elements in wet areas within a building must:a) Be waterproof or water resistant in accordance with Table 3.8.1.1 of the BCA; and b) Comply with AS 3740.Room Heights – are to be constructed in accordance with the Acceptable Construction Practice of Part 3.8.2 of the BCA.Facilities – are to be constructed in accordance with Acceptable Practice of Part 3.8.3 of the BCA.Light – is to be provided in accordance with the Acceptable Construction Practice of Part 3.8.4 of the BCA.Ventilation – is to be provided in accordance with the Acceptable Construction Practice of Part 3.8.5 of the BCA. Sound Insulation – (only applies to a separating wall between two or more class 1 buildings) is to be provided in accordance with the Acceptable Construction Practice of Part 3.8.6 of the BCA.

HEALTH AND AMENITY

Safe Movement and AccessStair Construction – to be constructed and installed in accordance with the Acceptable Construction Practice of Part 3.9.1 of the BCA.Balustrades and Handrails – to be constructed and installed in accordance with the Acceptable Construction Practice of Part 3.9.2 of the BCA.Swimming Pool Access – to be designed and installed in accordance with the Swimming Pools Act 1992, Swimming Pool Regulation 2008 and AS 1926 Parts 1 and 2.Swimming Pool Water recirculation Systems – is to be designed and constructed in accordance with AS1926.3.

SAFE MOVEMENT AND ACCESS

High Wind Areas – Applies to a region that is subject to design wind speeds more than N3 or C1 (see table 1.1.1 of the BCA). To be constructed in accordance with one or more of the relevant manuals of Part 3.10.1 of the BCAEarthquake Areas – relates to areas subject to seismic activity. To be constructed in accordance with the Acceptable Construction Manuals listed in Part 3.11 of the BCA.Flood Hazard Areas – applies to areas on a site (weather or not mapped) encompassing the land lower than the flood hazard level (as defined by the BCA) which has been determined by the appropriate authority (statutory authority), are to be constructed in accordance with the ABCB Standard for Construction of Buildings in Flood Hazard Areas.

ADDITIONAL CONSTRUCTION REQUIREMENTS

Structural Design Manuals – is satisfied by complying with:a) 3.11.2, 3.11.3 and 3.11.6 of the BCA; orb) the relevant provisions of other Parts of Section 3 of the Housing Provisions of the BCA relating to structural elements; orc) any combination thereof.

STRUCTURAL DESIGN MANUALS

Energy Efficiency – to comply with the measures contained in the relevant BASIX certificate.

ENERGY EFFICIENCY

BUILDING SPECIFICATIONS FOR CLASS 1 AND 10 BUILDINGS

FIRE SAFETY

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DIRECTION OF FLOW

DURING CONSTRUCTIONWherever possible, components for this building should be prefabricated off-site or at ground level to minimise the risk of workers falling more than two metres. However, construction of this building will require workers to be working at heights where a fall in excess of two metres is possible and injury is likely to result from such a fall. The builder should provide a suitable barrier wherever a person is required to work in a situation where falling more than two metres is a possibility.

DURING OPERATION OR MAINTENANCEFor houses or other low-rise buildings where scaffolding is appropriate: Cleaning and maintenance of windows, walls, roof or other components of this building will require persons to be situated where a fall from a height in excess of two metres is possible. Where this type of activity is required, scaffolding, ladders or trestles should be used in accordance with relevant codes of practice, regulations or legislation. For buildings where scaffold, ladders, trestles are not appropriate: Cleaning and maintenance of windows, walls, roof or other components of this building will require persons to be situated where a fall from a height in excess of two metres is possible. Where this type of activity is required, scaffolding, fall barriers or Personal Protective Equipment (PPE) should be used in accordance with relevant codes of practice, regulations or legislation.

B) SLIPPERY OR UNEVEN SURFACESFLOOR FINISHES SpecifiedIf finishes have been specified by designer, these have been selected to minimise the risk of floors and paved areas becoming slippery when wet or when walked on with wet shoes/feet. Any changes to the specified finish should be made in consultation with the designer or, if this is not practical, surfaces with an equivalent or better slip resistance should be chosen.

FLOOR FINISHES By OwnerIf designer has not been involved in the selection of surface finishes, the owner is responsible for the selection of surface finishes in the pedestrian trafficable areas of this building. Surfaces should be selected in accordance with AS HB 197:1999 and AS/NZ 4586:2004.

STEPS, LOOSE OBJECTS AND UNEVEN SURFACESDue to design restrictions for this building, steps and/or ramps are included in the building which may be a hazard to workers carrying objects or otherwise occupied. Steps should be clearly marked with both visual and tactile warning during construction, maintenance, demolition and at all times when the building operates as a workplace. Building owners and occupiers should monitor the pedestrian access ways and in particular access to areas where maintenance is routinely carried out to ensure that surfaces have not moved or cracked so that they become uneven and present a trip hazard. Spills, loose material, stray objects or any other matter that may cause a slip or trip hazard should be cleaned or removed from access ways. Contractors should be required to maintain a tidy work site during construction, maintenance or demolition to reduce the risk of trips and falls in the workplace. Materials for construction or maintenance should be stored in designated areas away from access ways and work areas.

1. FALLS, SLIPS, TRIPS

A) WORKING AT HEIGHTS

Construction, maintenance or demolition work on or around this building is likely to involve persons working above ground level or above floor levels. Where this occurs one or more of the following measures should be taken to avoid objects falling from the area where the work is being carried out onto persons below.

1. Prevent or restrict access to areas below where the work is being carried out.2. Provide toeboards to scaffolding or work platforms.3. Provide protective structure below the work area.4. Ensure that all persons below the work area have Personal Protective Equipment (PPE).

BUILDING COMPONENTSDuring construction, renovation or demolition of this building, parts of the structure including fabricated steelwork, heavy panels and many other components will remain standing prior to or after supporting parts are in place. Contractors should ensure that temporary bracing or other required support is in place at all times when collapse which may injure persons in the area is a possibility.

Mechanical lifting of materials and components during construction, maintenance or demolition presents a risk of falling objects. Contractors should ensure that appropriate lifting devices are used, that loads are properly secured and that access to areas below the load is prevented or restricted.

2. FALLING OBJECTS

LOOSE MATERIALS OR SMALL OBJECTS

3. TRAFFIC MANAGEMENTFor building on a major road, narrow road or steeply sloping road: Parking of vehicles or loading/unloading of vehicles on this roadway may cause a traffic hazard. During construction, maintenance or demolition of this building designated parking for workers and loading areas should be provided. Trained traffic management personnel should be responsible for the supervision of these areas. For building where on-site loading/unloading is restricted: Construction of this building will require loading and unloading of materials on the roadway. Deliveries should be well planned to avoid congestion of loading areas and trained traffic management personnel should be used to supervise loading/unloading areas. For all buildings: Busy construction and demolition sites present a risk of collision where deliveries and other traffic are moving within the site. A traffic management plan supervised by trained traffic management personnel should be adopted for the work site.

Rupture of services during excavation or other activity creates a variety of risks including release of hazardous material. Existing services are located on or around this site. Where known, these are identified on the plans but the exact location and extent of services may vary from that indicated. Services should be located using an appropriate service (such as Dial Before You Dig), appropriate excavation practice should be used and, where necessary, specialist contractors should be used. Locations with underground power: Underground power lines MAY be located in or around this site. All underground power lines must be disconnected or carefully located and adequate warning signs used prior to any construction, maintenance or demolition commencing. Locations with overhead power lines: Overhead power lines MAY be near or on this site. These pose a risk of electrocution if struck or approached by lifting devices or other plant and persons working above ground level. Where there is a danger of this occurring, power lines should be, where practical, disconnected or relocated. Where this is not practical adequate warning in the form of bright coloured tape or signage should be used or a protective barrier provided.

4. SERVICES

GENERAL

Components within this design with a mass in excess of 25kg should be lifted by two or more workers or by mechanical lifting device. Where this is not practical, suppliers or fabricators should be required to limit the component mass. All material packaging, building and maintenance components should clearly show the total mass of packages and where practical all items should be stored on site in a way which minimises bending before lifting. Advice should be provided on safe lifting methods in all areas where lifting may occur. Construction, maintenance and demolition of this building will require the use of portable tools and equipment. These should be fully maintained in accordance with manufacturer’s specifications and not used where faulty or (in the case of electrical equipment) not carrying a current electrical safety tag. All safety guards or devices should be regularly checked and Personal Protective Equipment should be used in accordance with manufacturer’s specification.

5. MANUAL TASKS

6. HAZARDOUS SUBSTANCES

7. CONFINED SPACES

8. PUBLIC ACCESSPublic access to construction and demolition sites and to areas under maintenance causes risk to workers and public. Warning signs and secure barriers to unauthorised access should be provided. Where electrical installations, excavations, plant or loose materials are present they should be secured when not fully supervised.

9. OPERATIONAL USE OF BUILDING

This building has been designed as a residential building. If it, at a later date, it is used or intended to be used as a workplace, the provisions of the Work Health and Safety Act 2011 or subsequent replacement Act should be applied to the new use.

RESIDENTIAL BUILDINGS

10.OTHER HIGH RISK ACTIVITYCode All electrical work should be carried out in accordance with of Practice: Managing Electrical Risks at the Workplace, AS/NZ and all licensing requirements. 3012 All work using Plant should be carried out in accordance with Code of Practice:Managing Risks of Plant at the Workplace. Code of All work should be carried out in accordance with Practice:Managing Noise and Preventing Hearing Loss at Work. Due to the history of serious incidents it is recommended that particular care be exercised when undertaking work involving steel construction and concrete placement. All the above applies.


ASBESTOSFor alterations to a building constructed prior to 1990: If this existing building was constructed prior to: asbestos 1990 - it therefore may contain asbestos 1986 - it therefore is likely to contain either in cladding material or in fire retardant insulation material. In either case, the builder should check and, if necessary, take appropriate action before demolishing, cutting, sanding, drilling or otherwise disturbing the existing structure.

POWDERED MATERIALSMany materials used in the construction of this building can cause harm if inhaled in powdered form. Persons working on or in the building during construction, operational maintenance or demolition should ensure good ventilation and wear Personal Protective Equipment including protection against inhalation while using powdered material or when sanding, drilling, cutting or otherwise disturbing or creating powdered material.

TREATED TIMBERThe design of this building may include provision for the inclusion of treated timber within the structure. Dust or fumes from this material can be harmful. Persons working on or in the building during construction, operational maintenance or demolition should ensure good ventilation and wear Personal Protective Equipment including protection against inhalation of harmful material when sanding, drilling, cutting or using treated timber in any way that may cause harmful material to be released. Do not burn treated timber.

VOLATILE ORGANIC COMPOUNDSMany types of glue, solvents, spray packs, paints, varnishes and some cleaning materials and disinfectants have dangerous emissions. Areas where these are used should be kept well ventilated while the material is being used and for a period after installation. Personal Protective Equipment may also be required. The manufacturer’s recommendations for use must be carefully considered at all times.

SYNTHETIC MINERAL FIBREFibreglass, rockwool, ceramic and other material used for thermal or sound insulation may contain synthetic mineral fibre which may be harmful if inhaled or if it comes in contact with the skin, eyes or other sensitive parts or the body. Personal Protective Equipment including protection against inhalation of harmful material should be used when installing, removing or working near bulk insulation material.

TIMBER FLOORSThis building may contain timber floors which have an applied finish. Areas where finishes are applied should be kept well ventilated during sanding and application and for a period after installation. Personal Protective Equipment may also be required. The manufacturer’s recommendations for use must be carefully considered at all times.

EXCAVATIONConstruction of this building and some maintenance on the building will require excavation and installation of items within excavations. Where practical, installation should be carried out using methods which do not require workers to enter the excavation. Where this is not practical, adequate support for the excavated area should be provided to prevent collapse. Warning signs and barriers to prevent accidental or unauthorised access to all excavations should be provided.

ENCLOSED SPACESFor buildings with enclosed spaces where maintenance or other access may be required: Enclosed spaces within this building may present a risk to persons entering for construction, maintenance or any other purpose. The design documentation calls for warning signs and barriers to unauthorised access. These should be maintained throughout the life of the building. Where workers are required to enter enclosed spaces, air testing equipment and Personal Protective Equipment should be provided.

SMALL SPACESFor buildings with small spaces where maintenance or other access may be required:Some small spaces within this building will require access by construction or maintenance workers. The design documentation calls for warning signs and barriers to unauthorised access. These should be maintained throughout the life of the building. Where workers are required to enter small spaces they should be scheduled so that access is for short periods. Manual lifting and other manual activity should be restricted in small spaces.

1.ExcavationsThe part of the site to be covered by the proposed building or buildings and an area at least 1000mm wide around that part of the site or to boundaries of the site, whichever is the lesser, shall be cleared or graded as indicated on the site works plan.Top soil shall be cut to a depth sufficient to remove all vegetation.Excavations for all footings shall be in accordance with the Engineer’s Recommendations or the BCA requirements.

EXCAVATIONS

1. Underfloor FillUnderfloor fill shall be in accordance with the BCA.2. Termite Risk ManagementTermite treatment shall be carried out in accordance with the BCA.3. Vapour BarrierThe vapour barrier installed under slab-on-ground construction shall be 0.2mm nominal thickness, high impact resistance polyethylene film installed in accordance with the BCA.4. ReinforcementReinforcement shall conform and be placed in accordance with the Engineer’s Recommendation and the BCA.Support to all reinforcement shall be used to correctly position and avoid any undue displacement of reinforcement during the concrete pour.5. ConcreteStructural shall not be less than Grade N20 except otherwise approved by the engineer and in accordance with the BCA.6. CuringAll concrete slabs shall be cured in accordance with AS 3600.7. Footings and Slabs on GroundConcrete slabs and footings shall not be poured until approval to pour concrete is given by the engineer or the Local Authority.8. Sub-Floor VentilationWhere required, adequate cross ventilation will be provided to the space under suspended ground floor. Construction is to meet the requirements of the BCA. No section of the under floor area wall to be constructed in such manner that will hold pockets of still air.9. Sub-Floor AccessIf required, access will be provided under suspended floors in position where indicated on plan.

FOUNDATIONS AND FOOTINGS

1. Storm Water DrainageStormwater drainage shall be carried out in accordance with the BCA. The Builder will allow for the supplying and laying of stormwater drains where shown on the site plan.

EFFLUENT DISPOSAL/DRAINAGE

1. GenerallyAll timber framework sizes, spans, spacing, notching, checking and fixing to all floor, wall and roof structure shall comply with the BCA or AS 1684. Alternative structural framing shall be to structural engineer’s details and certification.The work shall be carried out in a proper and trades personal like manner and shall be in accordance with recognised and accepted building practices.2. Roof TrussesWhere roof truss construction is used, trusses shall be designed in accordance with AS 1720 and fabricated in a properly equipped factory and erected, fixed and braced in accordance with the fabricator’s written instructions.3. BracingBracing units shall be determined and installed in accordance with AS 1684 as appropriate for the design wind velocity for the site. Bracing shall be evenly distributed throughout the building.4. FlooringFloor joists will be covered with strip or sheet flooring as shown on plan with particular regard to ground clearance and installation in wet areas as required by the BCA. Thickness of the flooring is to be appropriate for the floor joist spacing.Strip and sheet flooring shall be installed in accordance with AS 1684.When listed in Schedule of Works, floors shall be sanded to provide an even surface and shall be left clean throughout.5. Timber PostsPosts supporting the carports, verandas and porches shall be timber suitable for external use, or as otherwise specified, supported on glavanised or treated metal post shoes, unless otherwise specified. Posts shall be bolted to all adjoining beams as required by AS 1684 for the wind speed classification assessed for the site.6. Corrosion ProtectionAll metal brackets, facing plates and other associated fixings used in structural timber joints and bracing must have appropriate corrosion protection.

TIMBER FRAMING

1. GenerallySteel floor, wall or roof framing shall be installed in accordance with the manufacturer’s recommendations and the BCA.

STEEL FRAMING

ROOFINGAll roof cladding is to comply with the relevant structural performance and weathering requirements of the BCA and be installed as per the manufacturer’s recommendations.1.Tiled RoofingThe Builder will cover the roof of the dwelling with approved tiles as selected. The tiles are to be fixed (as required for appropriate design and wind speed) to battens of sixes appropriate to the spacing of rafters/trusses in accordance with the manufacturer’s recommendations. The Builder will cover hips and ridges with capping and all necessary accessories including starters and apex caps. Capping and verge tiles are to be well bedded and neatly pointed. Roofing adjacent to valleys should be fixed so as to minimise water penetration as far as practicable. As roof tiles are made of natural products slight variation in colour is acceptable.2. Metal RoofingThe Builder will provide and install a metal roof together with accessories all in accordance with the manufacturer’s recommendations.Except where design prohibits, sheets shall be in single lengths from fascia to ridge. Fixing sheets shall be strictly in accordance with the manufacturer’s recommendation as required for the appropriate design and wind speed. Incompatible materials shall not be used for flashings, fasteners or downpipes.3. Gutters and DownpipesGutters and downpipes shall be manufactured and installed in accordance with the BCA. Gutters and downpipes are to be compatible with other materials used.4. SarkingSarking under roof coverings must comply with and be fixed in accordance with manufacturer’s recommendations.5. SealantsAppropriate sealants shall be used where necessary and in accordance with manufacturer’s recommendations.6. FlashingFlashings shall comply with, and be installed in accordance with the BCA.

ROOFING

1. Damp Proof CoursesAll damp proof courses shall comply with the BCA and Clause 1.0.10. The damp proof membrane shall be visible in the external face of the masonry member in which it is placed and shall not be bridged by any applied coatings, render or the like.2. Cavity VentilationOpen vertical joints (weepholes) must be created in the course immediately above any DPC or flashing at centres not exceeding 1.2m and must be in accordance with the BCA.3. Mortar and JoiningMortar shall comply with the BCA. Joint tolerances shall be in accordance with AS 3700.4. LintelsLintels used to support brickwork opening in walls must be suitable for the purpose as required by the BCA. The Builder will provide one lintel to each wall leaf. The Builder will provide corrosion protection in accordance with the BCA Part 3.4.4 as appropriate for the site environment and location of the lintels in the structure.5. CleaningThe Builder will clean all exposed brickwork with an approved cleaning system. Care should be taken not to damage brickwork or joints and other fittings.

MASONRY

1. External CladdingSheet materials or other external cladding shall be fixed in accordance with the manufacturer’s recommendations and any applicable special details.Where required in open verandas, porches and eave soffits, materials indicated on the plans shall be installed.2.Internal Wall and Ceilings LiningsThe Builder will provide gypsum plasterboards or other selected materials to walls and ceilings. Plasterboard sheets are to have recessed edges and will be a minimum of 10mm thick. Internal angles in walls from floor to ceiling are to be set. Suitable cornice moulds shall be fixed at the junction of all walls and ceilings or the joint set as required. The lining of wet area and walls shall be constructed in accordance with the BCA. Wet area lining is to be fixed in accordance with the manufacturer’s recommendations.The ceiling access hole shall be of similar material to the adjacent ceiling.3.WaterproofingAll internal wet area and balconies over internal habitable rooms are to be waterproof in accordance with the BCA.

CLADDING AND LININGS

1. GeneralAll joinery work (metal and timber) shall be manufactured and installed according to accepted building practices.2. Door FramesExternal door frames shall be a minimum of 32mm thick solid rebated 12mm deep to receive doors. Internal jamb linings shall be a minimum of 18mm thick fit with 12mm thick door stops. Metal doorframes shall be installed where indicated on drawings in accordance with the manufacturer’s recommendations.3. Doors and DoorsetsAll internal and external timber door and door sets shall be installed in accordance with accepted building practices. Unless listed otherwise in the Schedule of Works, doors and door sets shall be manufactured in accordance with AS 2688 and AS 2689.4. Window and Sliding DoorsSliding and other timber windows and doors shall be manufactured and installed in accordance with AS 2047.Sliding and other aluminium windows and the doors shall be installed in accordance with manufacturer’s recommendations and AS 2047.All glazing shall comply with the BCA and any commitments outlined in the relevant BASIX Certificate.5. Stairs, Balustrades and other BarriersThe Builder will provide stairs or ramps to any change in levels, and balustrades or barriers to at least one side of ramps, landings and balconies as per the BCA.

JOINERY

1.PlumbingAll plumbing shall comply with the requirements of the relevant supply authority and AS 3500. The work is to be carried out by a licensed plumber.Fittings, as listed in the Schedule of Works, shall be supplied and installed to manufacturer’s recommendations. Fittings, hot water system and any rainwater harvesting facilities shall be appropriate to satisfy any commitment outlined in the relevant BASIX Certificate.2.ElectricalThe Builder will provide all labour and materials necessary for the proper installation of the electricity service by a licensed electrician in accordance with AS/NZS 3000 and the requirements of the relevant supply authority. Unless otherwise specified, the electrical service shall be 240 volt, single phase supply.3.GasAll installation (including LPG) shall be carried out in accordance with the rules and requirements of the relevant supply authority.4.Smoke DetectorsThe Builder will provide and install smoke alarms manufactured in accordance with AS 3786 AS specified or as indicated on the plans and in accordance with the BCA.5.Thermal InsulationWhere thermal insulation is used in the building fabric or services, such as air conditioning ducting or hot water systems, it shall be installed in accordance with manufacturer’s recommendations to achieve the R-Values required by the BCA or as outlined in the relevant BASIX Certificate.

SERVICES

1.MaterialsCement mortar and other adhesives shall comply with AS 3958.1 or tile manufacturer’s recommendation.2.InstallationInstallation of tiles shall be in accordance with AS 3958.1, manufacturer’s recommendations or accepted building practices.Where practicable, spacing between tiles should be even and regular. The Builder will provide expansion joints where necessary. All vertical and horizontal joints between walls and fixtures e.g. bench top, bath, etc. and wall/floor junctions to be filled with flexible mould resistant sealant. All joints in the body of tiled surfaces shall be neatly filled with appropriate grout material as specified by the tile manufacturer or accepted building practice. As tiles are made of natural products a slight variation in colour is acceptable.

TILING

SEDIMENT CONTROL FENCING DETAIL NOT TO SCALE

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