as for construction · 2019-10-25 · all wet areas to comply with bca 3.8.1.1 and a.s.3470 - 2004....

OF

ISSUE

CHECKED

DRAWN

DESIGN

SCALE

DWG NUMBER

STANDARD BUILDING REGULATIONS and TIMBER FRAMING CODE AS 1684THE BUILDING CODE OF AUSTRALIA and QUEENSLAND DEVELOPMENT CODEALL CONSTRUCTION METHODS AND MATERIALS TO BE IN ACCORDANCE WITH

DATE

SHEET

CLIENT

PROJECT

C COPYRIGHT THIS DRAWING REMAINS THE PROPERTY OF KIERON JAMES DESIGN & IS PROVIDED FOR THE USE AS DESCRIBED AND MAYNOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION.

MEMBER BDAQ : QBCC LICENCE No. 81726

BUILDING DESIGN & DRAFTINGPH: 0417 633 275 FAX: 07 5448 3998

EMAIL: [email protected]

KIERON JAMES DESIGN

P.O. BOX 483 COOLUM BEACH QLD 4573

W. CHUNG

PROPOSED RESIDENCELOT 463

17.11.201717-125

N.T.S.

D

ALLURE STREETPALMVIEW (HARMONY ESTATE)

A3

KJCP

KJ

121

GENERAL NOTES

SUSTAINABLE BUILDINGS REQUIREMENTS

SITE NOTES TERMITE PROTECTIONAUSTRALIAN STANDARDS

LEGEND

CONSTRUCTION - REQUIRED WIRE TENSION AND MAX. PERMISSIBLE DEFLECTION)FOR STAINLESS STEEL BALUSTRADING, REFER TABLE 3.9.2.1 (WIRE BALUSTRADING

BALUSTRADES : MIN. 1000mm ABOVE LANDINGS WITH MAX. OPENING OF 125mmAND IN ACCORDANCE WITH BCA 3.9.2.

SPACE BETWEEN OPEN TREADS MAX. 125mm. TREADS TO BE NON SLIP SURFACE.STAIR REQUIREMENTS : MIN. TREAD 240mm, MIN. RISER 115mm, MAX. RISER 190mm.

1500mm²/m FOR INTERNAL WALLS BELOW BARRIER.SUB-FLOOR VENTILATION MINIMUM 7500mm²/m FOR EXTERNAL WALLS AND

PROVIDE WALL TIES AT 600mm SPACINGS BOTH VERTICAL AND HORIZONTAL ANDWITHIN 300mm OF ARTICULATION JOINTS. BRICK TIES TO BE STAINLESS STEEL.

TUBS, AND HAND BASINS WITHIN 75mm OF WALL.

ALL WET AREAS TO COMPLY WITH BCA 3.8.1.1 AND A.S.3470 - 2004.

ALL STEELWORK IN MASONRY TO BE HOT DIP GALVANISED

RECOMMENDED WHERE BUILDINGS ARE TO BE LOCATED IN CLOSE PROXIMITYFOOTINGS NOT TO ENCROACH TITLE BOUNDARIES OR EASEMENTS. IT IS

OF BOUNDARIES, A SETOUT SURVEY BE CONDUCTED BY A LICENSED SURVEYOR.

DURING WORK) AND FLOOR TILES OVER ON MORTAR BED AND ADHESIVE.WITH ONE LAYER OF FLEXIBLE SHEET OR LIQUID MEMBRANE (TO BE PROTECTED

TILED DECKS OVER HABITABLE AREAS ARE TO BE WATERPROOFED PER MANUF.RECOMMENDATIONS. TYPICALLY 19mm COMPRESSED FIBRE CEMENT SHEETING

NOTICE IS TO SHOW METHOD OR PROTECTION, DATE INSTALLED AND2 DURABLE NOTICES SHALL BE PLACED (e.g. METER BOX & KITCHEN CBD)

ALL BUILDINGS SHALL BE PROTECTED AGAINST TERMITE ATTACK IN

FOR SOIL CLASSIFICATION REFER TO STRUCTURAL ENGINEERS SOIL REPORT.

THAT ALL BUILDING WORKS CONFORM TO THE BCA, CURRENT

DO NOT SCALE OFF DRAWINGS. USE WRITTEN DIMENSIONS ONLY.

THE OWNER, BUILDER AND ALL SUBCONTRACTORS SHALL CONFIRM ALLDIMENSIONS, LEVELS & SPECIFICATIONS PRIOR TO COMMENCING WORKSOR ORDERING MATERIALS AND SHALL BE RESPONSIBLE FOR ENSURING

AUSTRALIAN STANDARDS, BUILDING REGULATIONS AND TOWN PLANNINGREQUIREMENTS, REPORT ANY DISCREPANCIES TO THE DESIGNER.

ALL TIMBER FRAMING TO BE IN ACCORDANCE WITH A.S. 1684.2 - 2010RESIDENTIAL TIMBER FRAMING (NON-CYCLONIC) OR A.S. 1684.3 - 2010RESIDENTIAL TIMBER FRAMING (CYCLONIC)

TIMBER ROOF TRUSSES TO BE FIXED IN ACCORDANCE WITH MANUFACTURERSSPECIFICATION. ALL OTHER FIXINGS TO BE IN ACCORDANCE WITH A.S. 1684.

THESE PLANS SHALL BE READ IN CONJUNCTION WITH ANY STRUCTURAL ANDCIVIL ENGINEERING SPECIFICATIONS AND DRAWINGS.

FOR WIND SPEED (N3) REFER TO STRUCTURAL ENGINEERS REPORT. 4. WATER PRESSURE TO THE RESIDENCE IS NOT TO EXCEED 500kPa3. TOILETS TO HAVE A 4 STAR WELS RATING

2. TAPS TO KITCHEN SINKS, BATHROOM BASINS AND LAUNDRY TUBS3 STAR WATER EFFICIENCY LABELLING AND STANDARDS RATING.1. SHOWER ROSES IN THE RESIDENCE MUST HAVE A MINIMUM OF

MP 4.1 - SUSTAINABLE BUILDINGS - 2010

TO HAVE A 3 STAR RATING UNDER WELS.

TOTAL FIXED ARTIFICIAL LIGHTING5. LIGHTING TO BE ENERGY EFFICIENT FOR A MINIMUM OF 80% OF

6. AIR-CONDITIONERS TO HAVE AN EER OF AT LEAST 2.9

AND GRANULAR BACKFILL BEHIND, TO BE WHOLLY CONTAINEDSLOTTED AG. DRAIN (DISCHARGING TO STORMWATER DRAIN)

EXCEED MAXIMUM SLOPE OF 1:2 FOR MOST SOIL TYPES.

1000mm MAX. HIGH TIMBER SLEEPER RETAINING WALL WITH 90 DIA.

CUT AND FILL BATTERS ARE APPROXIMATE ONLY AND ARE NOT TO

ALL STORMWATER AND DRAINAGE TO COMPLY WITH BCA PARTS3.1.2 & 3.5.2 AND A.S. 3500.

THE EXTERNAL FINISHED SURFACE SURROUNDING THE BUILDINGIS TO FALL AWAY FROM THE BUILDING AT A SLOPE OF 1:20 MIN.

THE SURFACE DRAINAGE IS TO DISCHARGE EVENLY WITHIN THESITE AND WITHOUT NUISANCE TO ADJOINING PROPERTIES.

WITHIN THE SITE. (REFER TO SITE PLAN FOR LOCATIONS IF ANY)

ROOF AREA MAXIMUM. ALL STORMWATER DRAINAGE TO BEALL DOWNPIPES TO BE 90mm DIA. MIN. AND TO DISPERSE 33m² OF

100mm DIA. MIN. UPVC SEALED SYSTEM TO COMPLY WITHBCA 2010 & A.S. 3500.3 TO DISPERSE 110m² ROOF AREA MAXIMUM.

DIA. UPVC STORMWATER PIPE LAID WITH A MIN. FALL OF 1:80.CONNECT DOWNPIPES TO LEGAL POINT OF DISCHARGE VIA 100mm

DISCHARGE TO THE SATISFACTION OF THE RELEVANT AUTHORITY.

WITH A.S. 1926.1 & A.S. 1926.2 - 2007.ALL POOL FENCING SHALL BE MIN. 1200mm HIGH AND IN ACCORDANCE

ON SITE BY THE BUILDER PRIOR TO COMMENCING WORKS.CONTOUR LEVELS SHOWN ON THE DRAWINGS SHALL BE CONFIRMED

OTHER BRANDS ARE USED SIZES TO BE CONFIRMED WITH MANUF. SPEC'NLAMINATED BEAM SIZES ARE BASED ON 'HYNEBEAM' SPAN TABLES, WHERE

WATER CLOSET DOORS OPENING INWARDS TO BE FITTED WITH LIFT OFF HINGESTO ALLOW THE DOOR TO BE REMOVED WHEN IN THE CLOSED POSITION.

PROVIDE EXHAUST FANS WITH ELECTRIC LIGHT AS SHOWN, TO BE DUCTED EXT.AND TO BE LIGHT SWITCH ACTIVATED IN ACCORDANCE WITH A.S. 1668.2 - 2002.

ACCORDANCE WITH A.S. 3660.1 - 2000. TERMITE SYSTEM TO BE INSPECTEDBY COMPETENT PERSONS EVERY 12 MONTHS OR AS ADVISED BY INSTALLERS.

MANUFACTURERS RECOMMENDATION FOR FUTURE INSPECTIONS.

SPLASHBACKS SHALL BE IMPERVIOUS FOR 150mm ABOVE SINKS,

WITHIN 300mm OF A DOOR AND <1200mm ABOVE FLOOR LEVELSHOWER SCREENS AND DOORS

BATHROOMS - WITHIN 1500mm VERTICAL OF THE BATH BASEFULLY GLAZED DOORS, INCLUDING MIRROR ROBE DOORS

ALL ROOMS - WITHIN 500mm VERTICAL OF THE FLOORSAFETY GLAZING TO BE USED IN THE FOLLOWING LOCATIONS

WITH MANUFACTURERS, FLASHING ALL AROUNDWINDOWS SIZES ARE NOMINAL ONLY, ACTUAL SIZES WILL VARY

NOT LESS THAN 50mm OVER THE FIRST 1000mm FROM THE BUILDING

NO RESPONSIBILITY WILL BE ACCEPTED FOR ERRORS OR OMISSIONSAFTER CONSTRUCTION HAS COMMENCED.

A.S. 2870 - 1996 RESIDENTIAL SLABS AND FOOTINGS - CONSTRUCTIONA.S. 2050 - 1995 INSTALLATION OF ROOF TILES

A.S. 1684 - 2010 RESIDENTIAL TIMBER FRAMED CONSTRUCTIONA.S. 1562 - 1992 DESIGN AND INSTALLATION OF SHEET ROOF AND WALL CLADDINGA.S. 1288 - 2006 GLASS IN BUILDINGS - SELECTION AND INSTALLATION

A.S. 2049 - 1992 ROOF TILES

A.S. 3600 - 2001 CONCRETE STRUCTURES

A.S. 2904 - 1995 DAMP-PROOF COURSES AND FLASHINGS

A.S. 3700 - 2001 MASONRY STRUCTURESA.S. 3660 - 2004 BARRIERS FOR SUBTERRANEAN TERMITES

A.S. 3786 - 1993 SMOKE ALARMSA.S. 3740 - 2004 WATERPROOFING OF WET AREAS IN RESIDENTIAL BUILDINGS

A.S. 4100 - 1998 STEEL STRUCTURESA.S. 4055 - 1992 WIND LOADINGS FOR HOUSINGA.S. 3959 - 2009 CONSTRUCTION OF BUILDINGS IN BUSHFIRE-PRONE AREAS

A.S. 3500 STORMWATER DRAINAGE

A.S. 2047 - 1999 WINDOWS IN BUILDINGS

DHCS

AWA.S.AHD

FG

DP

FWFGL

LVRHWS

DW

BCA

A/C

SHSSGD

OHCOBSNGL

SD

TG

SW

WIRUBO

WOWM

TBC

RL

MW

DOUBLE HUNG WINDOWCAVITY SLIDING DOOR

AWNING WINDOWAUSTRALIAN STANDARDSAUSTRALIAN HEIGHT DATUM

FIXED GLASS

DOWNPIPE

FLOOR WASTEFINISHED GROUND LEVEL

LOUVRE WINDOWHOT WATER SYSTEM

DISH WASHER

BUILDING CODE OF AUSTRALIA

AIR CONDITIONING

SQUARE HOLLOW SECTIONSLIDING GLASS DOOR

OVERHEAD CUPBOARDSOBSCURE GLASSNATURAL GROUND LINE

SMOKE DETECTOR

TOUGHENED GLASS

SLIDING WINDOW

WALK IN ROBEUNDER BENCH OVEN

WALL OVENWASHING MACHINE

TO BE CONFIRMED

RELATIVE LEVEL

MICROWAVE

FFL FINISHED FLOOR LEVEL

FLOOR AREAS

LIVING & GARAGE 158.8 m²

ALFRESCO 14.7 m²

PORCH 1.3 m²

Grand total 174.8 m²

SHEET LIST

NO. SHEET NAME SCALE

1 COVER SHEET N.T.S.

2 SITE PLAN 1:200

3 FLOOR PLAN 1:100

4 ELEVATIONS 1:100

5 SECTION A 1:50

6 DETAILS 1:20

7 SLAB PLAN 1:100

8 BRACING PLAN 1:100

9 BRACING DETAILS N.T.S.

10 ROOF PLAN 1:100

11 ELECTRICAL PLAN 1:100

12 SAFETY NOTES N.T.S.

ISSUE DESCRIPTION DATE

A PRELIMINARY DRAWINGS 19.10.17

B COVENANT APPROVAL 27.10.17

C AS FOR CONSTRUCTION 08.11.17

D MINOR CHANGES 17.11.17

AS FOR CONSTRUCTION

Amy

AFC

N

PROPOSEDRESIDENCE

FGL 14.40FFL 14.70

CONCRETE DRIVEWAYAND PATH - 32sqm APPROX.

DP

DP

CONNECT 100mm DIA. STORMWATER PIPETO STORMWATER SYSTEM AS PERLOCAL AUTHORITY REQUIREMENTSLAYOUT IS DIAGRAMMATICAL ONLYAND IS TO BE CONFIRMED ON SITE

EXISTINGCONCRETE CROSSOVER

1000

027

8° 3

5' 0

0"

300008° 35' 00"

30000188° 35' 00"

1000

098

° 35

' 00"

ALL

UR

E S

TRE

ET

ALTERNATIVE P.O.S.3000x3000 - 9sqm MIN.

PRIVATE OPEN SPACE3000x3000 - 9sqm MIN.

RETURN FENCEAND SINGLE GATE

TO O

MP

200

TO O

MP

1020

TO OMP

3050

TO OMP

5210

TO OMP

4370

TO O

MP

200

TO WALL

4660 19840

TO WALL

5500

TO W

ALL

1470

8330

TO W

ALL

200

LETTERBOX - PAINTEDTO MATCH HOUSE WALLS

3x45L (2m HIGH) PLANTSMINIMUM

5x15L (1m HIGH) PLANTSMINIMUM

MULCHED/MOUNDEDAND EDGED GARDEN BEDS

B GRADE TURF

MULCHED/MOUNDEDAND EDGED GARDEN BEDS

B GRADE TURF

GRAVEL1800mm HIGH TIMBER PALING FENCE

18

00

mm

HIG

H T

IMB

ER

PA

LIN

G F

EN

CE

1800mm HIGH TIMBER PALING FENCE

1200

CLOTHESLINE

2940

DP DP

DP

DPDP

DP

TO O

MP

1020

PegFound

PegFound

PegFound

PegFound

W

VACANT

VACANT

VACANT

14.50

14.2

5

RoofwaterOutlet IL

RoofwaterOutlet IL

RL / mAssumed DatumTBM Nail in Kerb

14

.10

14.09

14

.05

14

.03

13

.99

14.00014.0

7

14.3

8

14.0

4

14.4

3

14.5

614

.47

14.5

314

.62

14.6

414

.58

14.5

914

.67

14.6

5

14.6

6

14.6

4

14.6

0

14.5

5

13.9

7 13.97

13.89

14

.76

14

. 68

14

. 31

14

. 13

14

.12

14

.09

13

.97

13

.88

Conduit

Conduit

U/G Power

NB

N

Meter

Con

c. D

rivew

ay

OF

ISSUE

CHECKED

DRAWN

DESIGN

SCALE

DWG NUMBER


DATE

SHEET

CLIENT

PROJECT





KIERON JAMES DESIGN


W. CHUNG


17.11.201717-125

1:200

D


A3

KJCP

KJ

122

REAL PROPERTY DESCRIPTION:

2SITE AREA = 300m

S.P.LOT

SITE COVERAGE 58.3%

A.S. 1684.2-2010

& MINIMUM JOINT GROUP J2.

& MINIMUM JOINT GROUP JD4.

2. DESIGN WIND LOADING - N3 (W41N).

MANUFACTURERS SPECIFICATIONS.10. ALL DIMENSIONS TAKE PRECEDENCE

USED SIZES TO BE CONFIRMED WITHSPAN TABLES, WHERE OTHER BRANDS ARE

TO BE REMOVED WHEN IN THE CLOSED POSITION.

6. TIMBER FOR TRUSSES TO BE MINIMUM JOINT GROUP JD4.

A.S. 1684.2-2010 RESIDENTIAL TIMBER FRAMING MANUAL

THE AUSTRALIAN DOMESTIC CONSTRUCTION MANUAL.

9. LAMINATED BEAM SIZES BASED ON 'HYNEBEAM'

SPEC'N ALL OTHER FIXINGS TO BE IN ACCORDANCE WITH8. TRUSSES TO BE FIXED IN ACCORDANCE WITH MANUF.

WITH LIFT OFF HINGES & BE FITTED TO ALLOW THE DOOR7. WATER CLOSET DOORS OPENING INWARDS TO BE FITTED

5. HARDWOOD FRAMING TO BE MINIMUM STRESS GRADE F.14

4. PINE FRAMING TO BE MINIMUM STRESS GRADE F.5

3. ALL TIMBER FRAMING TO BE IN ACCORDANCE WITH

1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH

TO HIS OR HER OWN WORK.CURRENT AUSTRALIAN STANDARDS RELATING13. ALL TRADES ARE TO CONFORM WITH THEAFTER CONSTRUCTION HAS COMMENCED.

PRIOR TO SET OUT AND ORDERING OF MATERIALS.

DESIGNER AS NO RESPONSIBILITY WILL BE TAKEN12. ANY ERRORS ARE TO BE ADDRESSED TO THE

ALL MEASUREMENTS, DETAILS AND SPECIFICATIONS11. BUILDER AND TRADES ARE TO CONFIRM

NOTES

SITE PRIOR TO CONSTRUCTION.

CUT & FILL EMBANKMENTS AREAPPROXIMATE ONLY. REFER TO

BE CONFIRMED BY BUILDER ON

P.C. SUM ON CONTRACT.

CONTOUR LEVELS SHOWN SHALL

ALL STORMWATER DRAINAGE TO BE 100mm DIA.

ALL DOWNPIPES TO BE 90mm DIA. AND TODISPERSE 33m² OF ROOF AREA MAXIMUM.

UPVC SEALED SYSTEM TO COMPLY WITHBCA 2010 A.S. 3500.3. TO DISPERSE 110m²ROOF AREA MAXIMUM

6. AIR-CONDITIONERS TO BE MINIMUM4 STAR MEPS RATED

BASINS AMD LAUNDRY TROUGHS TOHAVE A 3 STAR RATING UNDER WELS

2. TAPS TO KITCHEN SINKS, BATHROOM

MP 4.1 - SUSTAINABLE BUILDINGS1. SHOWER ROSES IN THE RESIDENCE MUST

FOR A MINIMUM OF 80% OF

3. TOILETS TO HAVE A 4 STAR WELS RATING

SUSTAINABLE BUILDINGS REQUIREMENTS:

TOTAL FIXED INTERNAL LIGHTING

5. LIGHTING TO BE ENERGY EFFICIENTIS NOT TO EXCEED 500kPa4. WATER PRESSURE TO THE RESIDENCE

OR A 3 STAR RATING UNDER WELSHAVE AN AAA RATING UNDER AS6400

OVER SCALES

SITE PLAN

FLOOR AREAS


ALFRESCO 14.7 m²

PORCH 1.3 m²


295708463






AS FOR CONSTRUCTION

Amy

AFC

SDSD

SDSD

SD

SD

A

5

A

5

.BED 1

VINYL

.BED 2

VINYL

.BED 3

VINYL

.SINGLE GARAGE

CONCRETE

.MEDIA

VINYL

.DINING

VINYL

.LIVING

VINYL

.

KIT.VINYL

.ALFRESCO

TILES

.

PORCHCONCRETE

LINE OF BEAM OVER

DP

BR

EA

KF

AS

T B

AR

DP

.

RO

BE

.

LINEN2TILES

.

LDRYTILES

.

BATHTILES

.

ENSTILES

.

WIRVINYL

BANK OFSHELVES

TOW

EL

RAI

L

TOILET ROLL HOLDERAT 800AFFL/800 FROM WALL

REFSPACE

BA

SIN

WMSPACE

1510

SOLAR LIGHT

MH

250

3500

250

4330

3400 250 4450 70 3200 70 530 70 900 70 1800 70 530 70 3000 70 3200 25090

1730

7010

0070

1000

7010

0070

1230

7016

8025

0

4330

4000

250

600

1000

2400

1120

7028

0090

450

9017

3070

1000

7010

0070

455

7045

570

3000

250

3340

1000

3990

450

8780

9016

8070

1500

7010

0070

1000

7012

3070

1680

250

250

3000

9010

0090

3810

9045

0

250

1600

7018

3070

4420

90

250 3200 70 2130 70 900 70 2500 2400 600 70 1460 70 5800 250 2160

3400 250 1000 70 1900 70 3000 900 1000 800 7033070 860 70 1000 70 2350 70 1200 90 1270 2160

450

9028

0070

940

9010

2070

3000

250

19840 2160

22000

3400 9520 1980 7100

21.2

4 P

AN

EL-

LIF

T D

OO

R

90x90 SHSSTEEL POST (1)

.

RO

BE

.

LINEN1

.

STORE

.

BR

M

.

WC

.

ENTRYVINYL

820

820 820

720

720

720

1500

MIR

RO

R S

LD

1500

MIR

RO

R S

LD

2100 GYPROCK SLD

2100 GYPROCK SLD820720

720

720

820

820

OBS09.06 SW12.18 SW 12.18 SW18.09 DH 18.09 DH

EXHAUST FAN

18.0

9 D

H18

.09

DH

PTY

DWSPACE

BANK OFSHELVES

LIN

E O

F B

EA

M O

VE

R

21.3

6 SG

D

12.1

8 S

W

ELEC M/B

TAP

TAPDP DP

DP DP

DPDP

BASIN

900

SH

R

16

00

TOWEL RAIL

WC

900

SH

R

15

00

GAS HWS

21.18 SGD

MWSPACE

BANK OFSHELVES

SOLAR LIGHT

FRIDGETAP

SOLAR LIGHT

800

GAS BOTTLES

ACAC

AC

AC

TG/OBS09.15 SW

DROPPEDCEILING

600

GAS

CTO

P/E

LEC

UB

O60

0 R

/HO

OD

SHR

WAL

L

800

800

750

SHR

WAL

L

760

TOILET ROLL HOLDERAT 800AFFL/800 FROM WALL

OF

ISSUE

CHECKED

DRAWN

DESIGN

SCALE

DWG NUMBER


DATE

SHEET

CLIENT

PROJECT





KIERON JAMES DESIGN


W. CHUNG


17.11.201717-125

1:100

D


A3

KJCP

KJ

123

SMOKE ALARMS

LEGEND

FIXED GLASSFG

LVR

SGD SLIDING DOOR

GLASS LOUVREHWS HOT WATER SYSTEM

AWNING WINDOWAW

PLANS FOR POSITIONS (SD).

PROVIDE SMOKE ALARMS TO THE RESIDENCE

CONNECTED TO MAINS POWER. REFER TOB.C.A 2010 - VOLUME TWO. ALARMS SHALL BEIN ACCORDANCE WITH PART 3.7.2 OF THE

SW SLIDING WINDOW

CS CAVITY SLIDER DOOR

SMOKE ALARMSD

TOUGHENED GLASSTG

OBS OBSCURE GLASS

DOWNPIPEDP

LOWER FLOOR

FLOOR AREAS


ALFRESCO 14.7 m²

PORCH 1.3 m²


NOTE: ARTICULATION JOINTS TO BE INACCORDANCE WITH AS 4773.1 2010 SECTION 13AT CENTRES TO SUIT SOIL CLASSIFICATIONAS PER ENGINEERS REPORT/DETAILSARTICULATION JOINTS SHALL BE CONSTRUCTEDFROM FOOTING LEVEL TO TOP OF BRICK LEVEL






AS FOR CONSTRUCTION

Amy

AFC

CEI

LIN

G H

EIG

HT

2400

PITCH25.0° PITCH25.0°

SELECTED COLORBOND ROOF SHEETINGFIXED AS PER MANUFACTURERS SPECIFICATIONS

SELECTED COLORBOND METAL FASCIA & GUTTERFIXED AS PER MANUFACTURERS SPECIFICATIONS

SELECTED ALUMINIUM FRAMED WINDOWS & DOORSFIXED AS PER MANUFACTURERS SPECIFICATIONS

SELECTED RENDERED BRICK VENEERFIXED AS PER MANUFACTURERS SPECIFICATIONS

450

JOIN

ERY

HEI

GH

T

2100

PITCH25.0°PITCH25.0°




450

CEI

LIN

G H

EIG

HT

2400

JOIN

ERY

HEI

GH

T

2100



SELECTED PAINTED SYCON 450mm STRIA WALL CLADDINGFIXED AS PER MANUFACTURERS SPECIFICATIONS


CEI

LIN

G H

EIG

HT

2400

PITCH25.0°

PITCH25.0°

290 290



SELECTED ALUMINIUM FRAMED WINDOWS & DOORSFIXED AS PER MANUFACTURERS SPECIFICATIONS

SELECTED PAINTED SYCON 450mm STRIA WALL CLADDINGFIXED AS PER MANUFACTURERS SPECIFICATIONS

CEI

LIN

G H

EIG

HT

2400

PITCH25.0°

PITCH25.0°

290290

JOIN

ERY

HEI

GH

T

2100

OF

ISSUE

CHECKED

DRAWN

DESIGN

SCALE

DWG NUMBER


DATE

SHEET

CLIENT

PROJECT





KIERON JAMES DESIGN


W. CHUNG


17.11.201717-125

1:100

D


A3

KJCP

KJ

124FLOOR AREAS


ALFRESCO 14.7 m²

PORCH 1.3 m²


SOUTH ELEVATIONNORTH ELEVATION

WEST ELEVATION

EAST ELEVATION






AS FOR CONSTRUCTION

Amy

AFC

TOP

OF

FRAM

E

2450

CEI

LIN

G H

EIG

HT

2400

SELECTED COLORBOND ROOF SHEETINGFIXED AS PER MANUFACTURERS SPECIFICATION

SELECTED COLORBOND METAL FASCIA & GUTTERFIXED AS PER MANUFACTURERS SPECIFICATION

PREFABRICATED TIMBER ROOF TRUSSESFIXED AS PER MANUFACTURERS SPECIFICATION

CONCRETE SLAB AND FOOTING DESIGNAS PER ENGINEERS SPECIFICATION

10mm GYPROCK WALL & CEILING LININGSFIXED AS PER MANUFACTURERS SPECIFICATION

.

DININGVINYL

PITCH25.0° PITCH25.0°

F16

R1

6

450

.

LIVINGVINYL

8170

OF

ISSUE

CHECKED

DRAWN

DESIGN

SCALE

DWG NUMBER


DATE

SHEET

CLIENT

PROJECT





KIERON JAMES DESIGN


W. CHUNG


17.11.201717-125

1:50

D


A3

KJCP

KJ

125FLOOR AREAS


ALFRESCO 14.7 m²

PORCH 1.3 m²


SECTION A-A AS FOR CONSTRUCTIONISSUE DESCRIPTION DATE





Amy

AFC

SKIRTING AS PERSPECIFICATIONS

200um POLYTHENE MEMBRANE LAPPED200 & SEALED WITH APPROVED TAPE

SELECTED BRICKWORK (FACE OR RENDER GRADE)FIXED AS PER MANUFACTURERS SPECIFICATIONS

WALL TIES IN ACCORDANCE WITHA.S. 3705 - MASONRY CODE

DAMP PROOF COURSE

WEEP HOLES & 900 MAX CENTRES

FOOTINGS AND SLABAS PER ENGINEERS DESIGN

SLAB TIE DOWN AS PERAS 1684 REQUIREMENTS

COLORBOND METAL EAVES GUTTERFIXED TO METAL FASCIA AS PERMANUFACTURERS RECOMMENDATIONS

COLORBOND METAL FASCIA

FINISHED CEILING HEIGHT

10mm PLASTERBOARD CEILINGLINING FIXED TO UNDERSIDEOF METAL BATTENS

40mm METAL ROOF BATTENSAT 900mm MAX CENTRES600mm CENTRES AT EDGES

0.42mm BMT COLORBOND CORRUGATEDMETAL ROOF SHEETING FIXED AS PERMANUFACTURERS RECOMMENDATIONSWTH SUITBALE FIXING SCREWS TOW41 (N3) NAILING PATTTERNENSURE 50mm MINIMUM PROJECTIONINTO GUTTERS AND 150mm COVER MIN.FOR ALL FLASHINGS (ENSURE COMPATIBLE)

PREFABRICATED TIMBER TRUSSESAT 600 MAXIMUM CENTRESFIXED AS PER MANUFACTURERS SPECIFICATION

10mm PLASTERBOARD WALL LININGFIXED AS PER MANUF. SPEC'N

ANCHOR RODS TO BE LOCATED WITHIN100mm OF EACH CORNER & OPENINGSAT 1800mm MAX CENTRES

NOGGINGS AS REQUIRED

PITCH25.0°

OF

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126FLOOR AREAS


ALFRESCO 14.7 m²

PORCH 1.3 m²


AS FOR CONSTRUCTION

FLOOR DETAIL - F1 ROOF DETAIL - R1






Amy

AFC

30mm REBATE

20mm REBATEFALL 10mm TOEXTERNAL EDGE

MAIN SLABCONCRETE SLAB

AS PER ENGINEERS DETAILS

WC

BASIN

WC

BATH

SHR

SINK

TUB

FW

250mm BRICK VENEER110mm BRICK 50mm CAVITY90mm FRAME

REBATE SHOWERRECESS AS SHOWN

250mm BRICK VENEER110mm BRICK 50mm CAVITY90mm FRAME

EDGE OF FRAME

ED

GE

OF

BR

ICK

WO

RK

ED

GE

OF

FR

AM

E

EDGE OF FRAME

EDGE OF FRAME

ED

GE

OF

CO

NC

RE

TE

EDGE OF CONCRETEE

DG

E O

F B

RIC

KW

OR

K

ED

GE

OF

FR

AM

E

EDGE OF BRICKWORK

EDGE OF FRAME

EDGE OF FRAME

250

1600

5720 900

1840

1500

900 7190

695 1860

280

280 3660

455

30mm REBATE

420

2660

260

3430

1270

3340

1000

3990

450

3400 9520 1980 7100

160 90 315090

4240 47

50

450

4330

4000

19840 2160

22000

8780

2940

2940

1020

217023524 18430

SINK

SHR

BASINFW

350

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127

THE EXTERNAL FACE OF THE BUILDING OR STEPSALL SETOUT DIMENSIONS ARE SHOWN FROM

DRAWINGS FOR SLAB AND FOOTING DETAILSREFER TO SOIL TEST AND ENGINEERS

SLAB NOTES:

200um POLYTHENE MEMBRANE LAPPED 200mm MIN.AND SEALED AT ALL JOINTS & PENETRATIONSWITH AN APPROVED TAPE 50mm MIN. SAND BED

TERMITE PROTECTION METHODS:

PROVIDE PROTECTION TO ALL PENETRATIONSAND BARRIER TO EXTERNAL WALLS & COLD JOINTS

PROTECTION OF BUILDING FROM SUBTERRANEAN

FLOOR AREAS


ALFRESCO 14.7 m²

PORCH 1.3 m²


SLAB PLAN AS FOR CONSTRUCTIONISSUE DESCRIPTION DATE





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0.9P

0.9P

0.9P

0.9P

0.9P

0.6P

1.5P

0.9P

0.9P

2.7A

2.7A

2.7A

2.7A

2.7A

2.7A

1.5P

1.5P

0.6P

0.9P1/M12 ROD TO LINTELAT FRAME END WITHIN 100mmWITH BOLT OR STRAPS AT 900mmMAXIMUM CENTRES UNDER LINTELFIXED THROUGH TOP PLATE

1/M12 ROD TO LINTELAT FRAME END WITHIN 100mmWITH BOLT OR STRAPS AT 900mmMAXIMUM CENTRES UNDER LINTELFIXED THROUGH TOP PLATE

TG

24

00

TG

24

00

TG

18

00

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128

TIE-DOWN/BRACING LEGEND

BRACING REQ'S N3 (W41N)

BRACING NOTES

DIRECTION A DIRECTION B

ACHIEVEDREQUIRED

ENSURE THAT MINIMUM OF 40% OF WALLBRACING IS IN PLACE BEFORE ROOF IS

BRACING PANELS, INCLUDING FIXINGS ATTOP & BOTTOM, SHALL BE CONSTRUCTEDIN ACCORDANCE WITH THE MANUF. SPEC'NAND/OR TABLE D1.2-W4 OF THE A.D.C.M.NOMINAL BRACING IS PLASTERBOARD.ALL PLY BRACING TO BE 4.5mm THICK &FIXED IN ACCORDANCE WITH P.A.A. SPEC.MAXIMUM SPACING OF BRACING WALLSSHALL BE 9.0 m.

INSTALLED.

REQUIREDACHIEVED kN

kN69.169.3 32.4

24.2 kNkN

TIMBER FRAMING SCHEDULE TIE-DOWN SCHEDULE

TYPE(h) METHOD 'B'

METAL ANGLE BRACING WALLTYPE(c) PER AS 1684.2-2010RACKING STRENGTH 1.5kN/m.PLYWOOD LINED BRACING WALL

RACKING STRENGTH 6.0kN/m.

NUMBER REFERS TO MINIMUMLENGTH OF BRACING PANEL.

1.2P

1.5ALOOPED STRAP UNDER LINTELM12 H.D. ROD

PER AS 1684.2-2010

TYPE(h) METHOD 'A'

RACKING STRENGTH 6.4kN/m.PER AS 1684.2-2010

BRACING PANELS <0.9m LONG0.6P

TOP PLATENOGGING

BOTTOM PLATE2400 HIGH

BOTTOM PLATE

INTERNAL NON-LOAD-BEARING STUDS

TOP PLATE

EXTERNAL AND INTERNAL LOAD-BEARING STUDS

MEMBER

LOWER FLOOR

2/90x35 MGP12 - TIEDOWN 1200 CTS

90x35 MGP12 AT 450 CENTRES90x35 MGP10

SIZE

NOGGING 90x35 MGP10

70x35 MGP1070x35 MGP10

70x35 MGP102400 HIGH 70x35 MGP10 AT 450 CENTRES

AND BESIDE OPENINGS1/M12 ROD AT 1200 MAX CTS.TOP PLATE TO FLOOR SLAB

GIRDER TRUSS TO TOP PLATE

FIXED AS PER MAN. SPEC.


TRUSSES TO TOP PLATE

MEMBER

ROOF BATTENS TO TRUSSES

FIXING

1. ALL TIMBER FRAMING TO BE IN ACCORDANCEWITH A.S. 1684.2-2010ALL LINTELS TO BE MGP12 U.N.O.THIS STRUCTURE HAS BEEN DESIGNED FOR A

THE STRUCTURE HAS BEEN DESIGNED FOR WIND RATING N32400 HIGH STUD HEIGHT AND A SHEET ROOF

4.

3.2.

NOTES


FLOOR AREAS


ALFRESCO 14.7 m²

PORCH 1.3 m²


BRACING PLAN

NOTE: ALL GIRDER TRUSS POSITIONS &APPLICABLE SUPPORTING LINTELSTO BE CONFIRMED BY TRUSS ENGINEER

NOTE: ALL LINTELS & BEAMSAS PER FRAME MANUF. DETAILS

AS FOR CONSTRUCTIONISSUE DESCRIPTION DATE





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MAX50mm

LENGTH OF PANELAS SHOWN ON PLAN

MAX50mm

LENGTH OF PANEL (AS SHOWN ON PLAN)

150mmMAX

150mmMAX

AS SHOWN ON PLANLENGTH OF PANEL

MAX50mm

MAX50mm

BRACE TYPE - PLYWOOD

WALL TO FLOOR JOIST WALL TO BEARER

FIXING BOTTOM OF BRACING WALLSTIMBER FLOOR

BRACE TYPE - ANGLE BRACE TYPE - 'HARDIES'

ROOF FRAME ACROSS WALL ROOF FRAME ALONG WALL

FIXING TOP OF BRACING WALLS

TO EXTERNAL WALLS

6.0kN/m1.5kN/m 6.0kN/m

NAILS TO BE 50mmMIN. FROM CORNERS

BOLTSM12 ANCHOR

BOTTOM PLATEBOLTSM12 ANCHOR

NAILS 50mmCTS BOTTOM

CTS. EDGENAILS 150mm

STU

D

PLYBRACE SHEET FIXED WITH2.8Ø GALV CLOUTS x 30 LONGMIN. EDGE DISTANCE 12mm FORVERTICAL JOINTS & 20mm FORHORIZONTAL JOINTS

NAILS 150mmCTS. EDGE

CTS. TOPNAILS 50mm

FIX TOP PLATE TO ROOF FRAME

LENGTH OF WALL SEE DETAIL1 FIXING FOR EACH 1.0m OR PART

TOP PLATE

NAILS 150mm CTS.INTERMEDIATE

100x50 F.14 BRIDGE

FLOOR JOIST

ON EDGE

BEARER OR UNDERBATTEN

M12 BOLTS

2 FRAMING ANCHORS EACH ENDOF BRIDGE WITH 6/2.8mmØNAILS TO EACH LEG

M12 BOLTS 2/3.1mmØ NAILS

SOLID NOGGING

NOMINAL FIXING TO FLOORREFER CLAUSE 2.5 'TRADAC'

NOMINAL FIXING TO FLOORREFER CLAUSE 2.5 'TRADAC'

BOTTOM PLATE

1 FIXING FOR EACH 4.0m OR PARTLENGTH OF WALL SEE DETAIL

FIX TOP PLATE TO ROOF FRAME

STU

D

75x15 F.11 OR

ANGLE BRACEPROPRIETARY METAL

NO END SPLITS ALLOWEDDRILL IF NECESSARY

3 NAILS EACH END30x0.8 GI STRAP

2/50x2.8Ø NAILS TOEACH STUD & PLATES

TOP PLATE

M12 ANCHORM12 ANCHOR

CTS. BOTTOM

BOTTOM PLATEBOLTS

NAILS 50mm

BOLTS

NAILS 100mmCTS. EDGE

STU

D

LENGTH OF WALL SEE DETAIL1 FIXING FOR EACH 1.0m OR PARTFIX TOP PLATE TO ROOF FRAME

NAILS TO BE 50mmMIN. FROM CORNERS

TOP PLATE

AT 100mm CTS.)ALL SHEET EDGES TO BE NAILED(WHERE MULTIPLE SHEETS USEDHORIZONTAL JOINTSVERTICAL JOINTS & 20mm FORMIN. EDGE DISTANCE 12mm FOR2.8Ø GALV CLOUTS x 30 LONG'HARDIBRACE' SHEET FIXED WITH

CTS. EDGENAILS 100mm

INTERMEDIATENAILS 150mm CTS.

IF NO ANCHOR RODSNAILS 50mm CTS.

50x75 F.11 BLOCKING PIECESEACH SIDE NAILED TO TOP PLATE5/3.75Ø NAILS EACH FOR HWD7/3.75Ø NAILS EACH FOR SWD

WALLBRACING

SPECIFICATION TO BE MAINTAINED

NOTE FOR TRUSSES GAP BETWEENTRUSS AND TOP PLATE TO TRUSS

TRUSS OR CEILING JOIST

BRACING

WALLBRACING

TRUSS ORCEILING JOIST

WALL

EXTERNALWALL

150x50 F.11 NOGGING BETWEEN TRUSSESOR CEILING JOISTS FIXED WITH2 FRAMING ANCHORS EACH END

5 NAILS EACH END FOR SWD4 NAILS EACH END FOR HWD2/30x0.8 GALV STRAPS

FLOOR AREAS


ALFRESCO 14.7 m²

PORCH 1.3 m²


AS FOR CONSTRUCTIONISSUE DESCRIPTION DATE





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SELECTED COLORBOND ROOF SHEETINGFIXED AS PER MANUFACTURERS SPECIFICATION

COLORBOND METAL FASCIA & GUTTERC

OL

OR

BO

ND

ME

TA

L F

AS

CIA

& G

UT

TE

R

CO

LO

RB

ON

D M

ET

AL

FA

SC

IA &

GU

TT

ER

CO

LO

RB

ON

D M

ET

AL

FA

SC

IA &

GU

TT

ER

COLORBOND METAL FASCIA & GUTTERDP

DP

DRAG DOWNDRAG DOWN

DP DP

DPDP

DP

450

290

450

290290

25°

25°

25°

25°

25°

25°

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1210

SPREADER

WALL OUTLINE

ROOF OUTLINE

DOWN PIPES (90Ø PVC)DP

TO U/SIDE SOFFIT BATTENS

RW GUTTER - COLORBOND EAVES GUTTER

FASCIA - COLORBOND METAL FASCIA

EAVES - PAINTED FIBRECEMENT SHEETING FIXED

NOTES:

PROPOSED GROSS ROOF AREA:

ROOF PITCH :

EAVES GUTTER SIZE:

(USING SIZES RECOMMENDED BY STRAMIT)NUMBER OF DOWNPIPES REQUIRED

209.5m²

25°

DOWNPIPE SIZE:

150mm QUAD GUTTER - 8600mm² @ 1:500 SLOPE

90mm DIA. PVC PIPE

SLOPE FACTOR

EFFECTIVE ROOF AREA:209.5m² x 1.25 - 261.9m²

AREA OF CATCHMENT PER DOWNPIPE(BASED ON RAINFALL INTENSITY FOR NOOSA 253mm)38sqm CATCHMENT AREA - GUTTER SIZE 8600mm²

NUMBER OF DOWNPIPES REQUIREDROOF AREA 261.9m²/38m²= 7 (MINIMUM NUMBER OF DOWNPIPES REQUIRED)

LEGEND:

ALL SUB-SURFACE DRAINSTO BE MINIMUM 100mm DIA. PVC

1.25

FLOOR AREAS


ALFRESCO 14.7 m²

PORCH 1.3 m²


GUTTER OVERFLOW REQUIREMENTS TO COMPLYWITH BCA PERFORMANCE SOLUTION P2.2.1USING HIGH-FRONT QUAD GUTTER WITH 90mm DPSGUTTER TO HAVE SLOTS ALLOWING FOR 1.4 L/S/MINSTALLED AS PER MANUFACTURERS REQUIREMENTS

BCA GUTTER OVERFLOW REQUIREMENTS

ROOF PLAN AS FOR CONSTRUCTIONISSUE DESCRIPTION DATE





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HWS

TV

A/C HEAD UNIT

A/C CONDS

SDSD

SD

SD

SD

S

22

2

2

2

2

2

2 2

2

2

2

2

2

WP/2

1

1

1

1

1

PH

NBN

TV

TV

2-WAY2-WAY

L L

SD

1500

MH

ELEC M/BGAS HWS

SOLAR LIGHT

SOLAR LIGHT

SOLAR LIGHT

ACAC

AC

AC

600

GAS

CTO

P/E

LEC

UB

O60

0 R

/HO

OD

OF

ISSUE

CHECKED

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1211FLOOR AREAS


ALFRESCO 14.7 m²

PORCH 1.3 m²


PH

L

ELECTRICAL SCHEDULE

DOUBLE FLUORESCENT

MAINS SWITCH / METER BOARD

GAS HOT WATER

CEILING FAN

CEILING FAN & LIGHT

NBN PROVISION

EXTERNAL POWER POINT

SINGLE POWER POINT

DOUBLE POWER POINT

WALL LIGHT (WITH SENSOR)

CEILING LIGHT

PHONE POINT

EXHAUST FAN

3 IN 1 HEAT/LIGHT/FAN

TWIN SPOT LIGHTS

PENDANT LIGHT

TELEVISION AERIAL OUTLET

NBN

2-WAY SWITCH2-WAY

AIR-CONDITIONER - HEAD UNIT

AIR-CONDITIONER - CONDENSOR UNIT

SENSOR LIGHTS

21

2

1

WP/2

1

-

1

2

-

14

5

1

1

1

2

1

1

1

2

2

-

2

2

4






ELECTRICAL PLAN AS FOR CONSTRUCTION

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1212

DURING CONSTRUCTION

Wherever 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.

a) WORKING AT HEIGHTS

1. FALLS, SLIPS, TRIPS

FLOOR FINISHES Specified

If 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 Owner

If designer has not 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 SURFACES

Due 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.

DURING OPERATION OR MAINTENANCE

For 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 SURFACES

Construction, maintenance or demolition work on or around thisbuilding is likely to involve persons working above ground level or

above floor levels. Where this occurs one or more of the followingmeasures should be taken to avoid objects falling from the areawhere 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).

LOOSE MATERIALS OR SMALL OBJECTS

2. FALLING OBJECTS

During 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.

BUILDING COMPONENTS

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.

4. SERVICESGENERAL

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.

5. MANUAL TASKSComponents within this design with a mass in excess of 25kgshould be lifted by two or more workers or by mechanical liftingdevice. Where this is not practical, suppliers or fabricators shouldbe required to limit the component mass.All material packaging, building and maintenance componentsshould clearly show the total mass of packages and wherepractical all items should be stored on site in a way whichminimises bending before lifting. Advice should be provided onsafe lifting methods in all areas where lifting may occur.Construction, maintenance and demolition of this building willrequire the use of portable tools and equipment. These should befully maintained in accordance with manufacturer’sspecifications and not used where faulty or (in the case ofelectrical equipment) not carrying a current electrical safety tag.All safety guards or devices should be regularly checked andPersonal Protective Equipment should be used in accordancewith manufacturer’s specification.

6. HAZARDOUS SUBSTANCESASBESTOSFor alterations to a building constructed prior to 1990:

If this existing building was constructed prior to:

1990 - it therefore may contain asbestos

1986 - it therefore is likely to contain asbestos

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 causeharm if inhaled in powdered form. Persons working on or in thebuilding during construction, operational maintenance or demolitionshould ensure good ventilation and wear Personal ProtectiveEquipment including protection against inhalation while usingpowdered material or when sanding, drilling, cutting or otherwisedisturbing or creating powdered material.

TREATED TIMBERThe design of this building may include provision for the inclusion oftreated timber within the structure. Dust or fumes from this materialcan be harmful. Persons working on or in the building duringconstruction, operational maintenance or demolition should ensuregood ventilation and wear Personal Protective Equipment includingprotection against inhalation of harmful material when sanding,drilling, cutting or using treated timber in any way that may causeharmful material to be released. Do not burn treated timber.

VOLATILE ORGANIC COMPOUNDSMany types of glue, solvents, spray packs, paints, varnishes andsome cleaning materials and disinfectants have dangerousemissions. Areas where these are used should be kept wellventilated while the material is being used and for a period afterinstallation. Personal Protective Equipment may also be required.The manufacturer’s recommendations for use must be carefullyconsidered at all times.

SYNTHETIC MINERAL FIBREFibreglass, rockwool, ceramic and other material used for thermal orsound insulation may contain synthetic mineral fibre which may beharmful if inhaled or if it comes in contact with the skin, eyes or othersensitive parts or the body. Personal Protective Equipment includingprotection against inhalation of harmful material should be used wheninstalling, 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 duringsanding and application and for a period after installation. PersonalProtective Equipment may also be required. The manufacturer’srecommendations for use must be carefully considered at all times.

7. CONFINED SPACES

Construction of this building and some maintenance on thebuilding will require excavation and installation of items withinexcavations. Where practical, installation should be carried outusing methods which do not require workers to enter theexcavation. Where this is not practical, adequate support for theexcavated area should be provided to prevent collapse. Warningsigns and barriers to prevent accidental or unauthorised access toall excavations should be provided.

EXCAVATION

For 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.

ENCLOSED SPACES

For 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.

SMALL SPACES

8. PUBLIC ACCESSPublic access to construction and demolition sites and to areasunder maintenance causes risk to workers and public. Warningsigns and secure barriers to unauthorised access should beprovided. Where electrical installations, excavations, plant or loosematerials are present they should be secured when not fullysupervised.

9. OPERATIONAL USE OF BUILDING

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

RESIDENTIAL BUILDINGS

10.OTHER HIGH RISK ACTIVITYAll electrical work should be carried out in accordance with Code

of Practice: Managing Electrical Risks at the Workplace, AS/NZ

3012 and all licensing requirements.

All work using Plant should be carried out in accordance with

Code of Practice: Managing Risks of Plant at the Workplace.

All work should be carried out in accordance with Code of

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.

THESE NOTES MUST BE READ AND UNDERSTOOD BY ALL INVOLVED IN THE PROJECT.

THIS INCLUDES (but is not excluded to): OWNER, BUILDER, SUB-CONTRACTORS, CONSULTANTS, RENOVATORS, OPERATORS, MAINTAINERS, DEMOLISHERS.

FLOOR AREAS


ALFRESCO 14.7 m²

PORCH 1.3 m²







Amy

AFC

as for construction · 2019-10-25 · all wet areas to comply with bca 3.8.1.1 and a.s.3470 - 2004....

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