GENERAL NOTES SITE NOTES AUSTRALIAN STANDARDS …

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

BUILDER M. & J. DAVIDSON

PROPOSED RESIDENCELOT 67

01.03.201817-165

N.T.S.

D

GRANITE COURTNOOSAVILLE

A3

KJKJ

KJ

131

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 184.5 m²

ALFRESCO 20.2 m²

PORCH 3.8 m²

GARAGE 44.4 m²

Grand total 252.9 m²

ISSUE DESCRIPTION DATE

A PRELIMINARY DRAWINGS 28.11.17

B BUILDING APPROVAL 07.12.17

C MINOR CHANGES 01.03.18

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-A 1:50

6 SECTION B-B 1:50

7 DETAILS 1:20/1:50

8 SLAB PLAN 1:100

9 BRACING PLAN 1:100

10 BRACING DETAILS N.T.S.

11 ROOF PLAN 1:100

12 ELECTRICAL PLAN 1:100

13 SAFETY NOTES N.T.S.

G

SSW

R

A

F

S

S

Bottom of Bank

Top of Bank

HEADWALL

SEWER LINE

CROSS-OVER

ELECTRIC POWER LINE

WATER TAP/WATER/VALVE

SIGN (AS SHOWN)

STORMWATER LINE

TELSTRA PIT

OP

TBMSTORM WATER PIPE

PERMANENT SURVEY MARK

STORMWATER MANHOLE

GULLY GRATE

GAS SUPPLY

BARRIER KERB LINE

SURVEY CONTROL MARK

ROCK RETAINING WALL

TIMBER RETAINING WALL

FENCE

POWER BOX

ROOFWATER PIT

SEWER MANHOLE

AIR VALVE

FIRE HYDRANT

POWER POLE

TEMPORARY BENCH MARK

ORIGINAL PEG

LIGHT POLE

TOP

TOE

29921109° 40' 55"

N

20831

188° 54' 15"

26312289° 40' 20"

9249

334° 40' 55"

1257

219

° 40

' 55"

1664

344° 15' 40"

MIN

.

1500

MIN.

3000

MIN

.

1500

MINIMUM

6000

MINIMUM60

00

TO OMP

6400

TO WALL

7000

TO POST

7000

TO O

MP

1500

TO O

MP2308

TO POST31

56

TO O

MP

4364

TO OMP

2400

TO W

ALL

1500

1800mm HIGH TIMBER PALING FENCE

1800mm HIGH RENDEREDBLOCK FRONT FENCE

SWIMMING POOL

TO OMP

1643

PROPOSEDRESIDENCEFGL - APPROX. - 7.750FFL APPROX. - 8.050

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

DP

DP

DP

DP DP

DP

DP

DP

DPDPDP

POWDERCOATEDALUM. GATE

Light Pole

HH

yd

Orna

Orna

Pram

W

Mete

r

Concrete Driveway

Ap

pro

xim

ate

Sew

er

Lin

e L

ocatio

n (

Se

e n

ote

)

?

? No MkFound

? No MkFound

? No MkFound

E Emt MkNot Found

E Emt MkNot Found

ExistingRenderedBrick & GIHouse W/A

ExistingBrick & GI

HouseWellAway

VACANT

PegDist'd

Tim

be

r Acoustic

Fence

Concrete SleeperRetaining Wall

Concrete SleeperRetaining Wall

Timber Fence onTimber Ret. Wall

(Approx. 0.5m fall)

Timber Fence onTimber Ret. Wall(Approx. 1m fall)

9.00

9.0

0

8.75

8.75

8.50

8.25

8.00

7.75

7.50

7.25

7.006.75

FieldGully

FieldGully

Orna

Orna

1.5

27

1.5

27

20.8

32

RL / mAssumed DatumTBM Nail(in Kerb)

Sewer M/HNot Located

Sewer M/HNot Located

Approximate HouseConnection Plotted

From Statutory RecordsApprox. Invert Level 6.54m

Approx. 0.84 deep

8.628.638.789.089.089.07

8.83

8.77

8.64

8.51

8.41

8.2

58. 0

87.6

97.3

9

8.3

6

8.87

8.75 8.69

8.50

8.72

8.17

7.70

7.427.87

8.42

8.39

8.20

7.56

7.26

7.46

7.707.87

7.91

7.8

7

7.5

8

7.1

2

7.0

1

6.7

0

6.686.797.047.417.40

8.86 8.91 9.01

7.817.818.058.488.528.76

8.71

7. 2

5

7.385

EM

T Q

No MksFound

U/G

Pow

er

# 1322212T

els

tra

Conduit

Gra

nite

Court

100mm DIA. UPVC STORMWATERPIPE LOCATED 1200mm FROMREAR BOUNDARY

700x700 GRATED STORMWATER PITLOCATED 2100 FROM SIDE BOUNDARYAND 1200 FROM REAR BOUNDARYPIPE INLET 1000 FROM TOP OF GRATE

700x700 GRATED STORMWATER PITLOCATED 1400 FROM SIDE BOUNDARYAND 1200 FROM REAR BOUNDARYPIPE INLET 750 FROM TOP OF GRATE

555

POOL PUMP SLABSIZE TBC

BLOCK WALL

3496

BLOCK WALL

9249

BLO

CK

WAL

L

2132

BLOCK WALL

1664

REMOVE FOOTPATHREPLACE TO MATCHDRIVEWAY

BLO

CK

WAL

L

720

720 LONG BLOCKWALL WITH LETTERBOXINSERT

1000

1600

90x90 HWD POST

BLOCK FENCE

2400

OF

ISSUE

CHECKED

DRAWN

DESIGN

SCALE

DWG NUMBER


DATE

SHEET

CLIENT

PROJECT





KIERON JAMES DESIGN




01.03.201817-165

1:200

D


A3

KJKJ

KJ

132

SITE PLAN

FLOOR AREAS

LIVING 184.5 m²

ALFRESCO 20.2 m²

PORCH 3.8 m²

GARAGE 44.4 m²


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

SITE NOTES:

REAL PROPERTY DESCRIPTION

SURVEY SYMBOL LEGEND

1. ALL WORK TO BE CONSTRUCTED IN ACCORDANCEWITH THE CURRENT B.C.A INC. AMENDMENTS,ALSO ANY RELEVANT AUSTRALIAN STANDARDS.2. DRIVEWAY, PATHS CLOTHESLINE & GULLY PITSARE DIAGRAMMATIC ONLY. FOR SHAPE ANDLOCATION REFER TO BUILDERS SPEC FOR DETAILS.3. SITE EXCAVATION SHALL BE SUCH THAT A 1MWIDE BY 1:20 GRADE EXISTS AROUND THEPERIMETER OF THE BUILDING AS PER THECURRENT B.C.A REQUIREMENT'S.4. ALL DRIVEWAYS & PATHS ARE TO BE CONSTRUCTEDTO LOCAL AUTHORITY'S SATISFACTION AND RELEVANTBY-LAWS & AUSTRALIAN STANDARDS.5. ALL GROUND LEVELS ARE APPROXIMATE ONLY.6. BUILDER AND TRADES ARE TO CONFIRM ALLMEASUREMENTS, DETAILS & SPECIFICATIONSPRIOR TO SET-OUT AND ORDERING MATERIALS.

BEAMS / LINTELS:BEAMS / LINTELS HAVE NOT BEEN DESIGNED TOTAKE GIRDER TRUSSES. IF BEAMS ARE REQUIRED TOTAKE GIRDER TRUSSES CONTACT AN ENGINEER FORAPPROPRIATE SIZES.

MAINS WATER PRESSURE:IF MAINS WATER PRESSURE EXCEEDS OR MAYEXCEED 500KPA, A PRESSURE LIMITING DEVICE ISINSTALLED TO ENSURE THAT THE MAX OPERATINGPRESSURE AT ANY OUTLET WITHIN THE BOUNDARIESOF THE PROPERTY DOES NOT EXCEED 500KPA.

STRUCTURAL:1. STRUCTURAL TIMBER:ALL STRUCTURAL TIMBER TO BE STRESS GRADE F14UNLESS OTHERWISE NOTED.ALL FRAMING TO COMPLY WITH AS 1684.22. STEEL WORK:ALL EXPOSED STEEL TO BE PRIMED AND PAINTED.ALL WELDS TO BE 6.0MM CONTINUOUS FILLETS.

INTERNAL LININGS:1. 10MM PLASTERBOARD.2. 6MM VILLABOARD TO WET AREAS.

IF IN DOUBT ASK!

LOT NO:

RP/SP:

PARISH:

COUNTY:

SITE AREA:

LOCAL AUTHORITY:

CONTOURS:

DATUM:

NOOSA COUNCIL

0.25m

ASSUMED

TEWANTIN

MARCH

m²

67

SP261203

624

SITE COVERAGE: 40.6%





SD

SD

SD

SD

SD

SD

B

6

B

6

230

3300

7053

070

1000

9024

1070

530

7033

0023

060

015

00

1500

600

1190

0

1400

0

1500

7021

0070

1500

9015

0070

1200

9039

8023

016

00

2340 1000 5460 2270 1690 4730 3140 3530

7000 21820

1000 230 2930 70 2000 070 530 70 1600 230 1690 230 4500 90 2010 70 900 70 3300 230

230 6600 70 1000 70 530 230 1690 230 4500 90 2980 70 1000 70 2230 230

4000 10060 4000 3760

4000 230 7000 2600 230 4000 230 3300 230

4000 2000 230 1670 3030 30070 2530 70 4320 70 1000 70 2230 230

2100

230

4500

7012

0070

1510

9040

0023

0

5060

1880

6460

600

600

230

6000

230

1880

5060

230

4600

230

1880

230

6000

7053

023

0

2100

230

3430

7010

0070

2200

7046

0023

0

820/

2.4

820/2.4

820

820

820

820 820

820 820

8202x820 CSD

820

CS

D

820 CSD

720 CSD

21.21 MIRROR SLD

21.21 MIRROR SLD

24.1

2 P

IVO

T

21.27 VINYL SLD

24.4

8 P

AN

EL-

LIF

T D

OO

R

12.24 SW

12.24 SW

09.0

6 LV

RO

BS12

.06

LVR

TG/O

BS

18.06 LVR 18.06 LVR

TG/CLEAR18.24LVR/FG/LVR

18.30 LVR/FG/LVRW19

18.0

6 D

H

18.3

0 LV

R/F

G/L

VR

24.15 LVR

BUTT JOINTGLASS CORNER

06.24/06.12 FGAT 1500 HEAD HT

2100

4570

230

6870

230

SWIMMING POOL

24.4

4 S

GD

FS

SF

15.24 LVR/FG/LVR03.24 LVR/FG/LVR

DROPPED CEILING OVER


.

ROBE

.

ROBE

.

STORE

.

LIN

EN

.

CB

D

.

LDRYTILES

.

ENSTILES

.

BATHTILES

.

WCTILES

.

WIRCARPET

.

BUTLERSPANTRY

TILES

.DINING

TILES

2700 CH

.LIVING

TILES

2700 CH

.ALFRESCO

TILES

STAINED PLY CEILING

.

PORCHTILES

.

ENTRYTILES

.

KITCHENTILES

.

DOUBLE GARAGECONCRETE

2700 CH

.

LOUNGECARPET

2700 CH

.

BED 1CARPET

2700 CH

.

BED 2CARPET

2700 CH

.

BED 3CARPET

2700 CH

15.15 NICHEAT 900 ABOVEFFL - 300D

DWSPACE

90mm WALL

90mm WALL

.1200 WIDE HALLWAYTILES

ELEC M/B TAP

TAP

TAP

BIKE RACK

CLOTHESLINE

GAS BOTTLE

MH

SHR

SHR

GLASS SCREENPIVOT DOOR

BASIN BASIN

WC

BA

SIN

BA

SIN

FREESTANDINGBATH TUB 1600L

400Hx500WTILED SHOWER NICHE

400Hx500WTILED SHOWER NICHE

10

00

1160

900

14

00

90mm WALL

90mm WALL

FW

FW

OHC

OH

C

REFSPACE

OH

C

90

0 C

OO

KE

R9

00

RH

SINGLE BOWLUNDERMOUNT SINK

BR

EA

KF

AS

T B

AR MW

UNDER

DROPPED CEILINGOVER KITCHEN

50mmSTEP

LINE OF BEAM OVER

LINE OF BEAM OVER

LIN

E O

F B

EA

M O

VE

R

190x190 RENDERED BLOCK PIERS (4)WITH 1800mm HIGH RENDEREDCONCRETE BLOCK WALL AS SHOWN

.

GATEHOUSECONCRETE

STAINED PLY CEILING

190x190 LAMINATED HWDTIMBER POSTS (2)

WMSPACE

OH

C

ALUM. FRAMEDGLASS DOOR

ALUM. FRAMEDGLASS DOOR

HWS

TANK ONLY

SOLAR HWSPANELS OVER

DRYERSPACE

BRM

CABINETRYDOORS TOLINEN/BRM

4xSHELVES


GL

AS

S P

OO

L F

EN

CE

140x19 HWD DECKING

1900 4610 400 180018

00

400

4070

400

1755

DP DP DP

DP

DP

DPDP

DP

DP

DPDP

50mmSTEP

N

A

5

A

5

700x700x150 THICKHOT WATER SLABTO BE POURED ATSAME TIME AS MAIN SLAB

AC

500x1000x150 THICKA/C SLABTO BE POURED ATSAME TIME AS MAIN SLAB

POOL PUMP

90x90 HWD POST

GLASS POOL FENCE

GLASS POOL GATE



140x19 HWD DECKING

BINS

OF

ISSUE

CHECKED

DRAWN

DESIGN

SCALE

DWG NUMBER


DATE

SHEET

CLIENT

PROJECT





KIERON JAMES DESIGN




01.03.201817-165

1:100

D


A3

KJKJ

KJ

133

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

FLOOR AREAS

LIVING 184.5 m²

ALFRESCO 20.2 m²

PORCH 3.8 m²

GARAGE 44.4 m²


LOWER FLOORISSUE DESCRIPTION DATE




CEI

LIN

G H

EIG

HT

2700

PITCH22.5° PITCH22.5°

JOIN

ERY

HEI

GH

T

2400


600600

SELECTED COLORBOND ROOF SHEETINGFIXED AS PER MANUFACTURERS SPECIFICATION

SELECTED COLORBOND METAL FASCIA & GUTTERFIXED AS PER MANUFACTURERS SPECIFICATION

SELECTED RENDERED BRICK VENEERFIXED AS PER MANUFACTURERS SPECIFICATION

SELECTED COLORBOND PANEL-LIFT GARAGE DOORFIXED AS PER MANUFACTURERS SPECIFICATION

150mm APPROX. UPSTAND TO FRONT ROOFS ONLYTOP CHORD TO TRUSSES WITH FASCIA AND GUTTERFIXED AS PER MANUFACTURERS SPECIFICATION

PITCH22.5°PITCH22.5°

PITCH27.5°

CEI

LIN

G H

EIG

HT

2700

PITCH22.5°

PITCH22.5°

600




SELECTED ALUMINIUM FRAMED WINDOWS & DOORSFIXED AS PER MANUFACTURERS SPECIFICATION

PITCH27.5°PITCH27.5°PITCH22.5°

PITCH27.5°

SELECTED PAINTED SCYON 150mm 'LINEA' WALL CLADDINGFIXED AS PER MANUFACTURERS SPECIFICATION

SOLAR HWS PANELS

PITCH22.5°

PITCH22.5°600




SELECTED ALUMINIUM FRAMED WINDOWS & DOORSFIXED AS PER MANUFACTURERS SPECIFICATION

PITCH27.5°

PITCH27.5° PITCH27.5°PITCH22.5°

OF

ISSUE

CHECKED

DRAWN

DESIGN

SCALE

DWG NUMBER


DATE

SHEET

CLIENT

PROJECT





KIERON JAMES DESIGN




01.03.201817-165

1:100

D


A3

KJKJ

KJ

134FLOOR AREAS

LIVING 184.5 m²

ALFRESCO 20.2 m²

PORCH 3.8 m²

GARAGE 44.4 m²






WEST ELEVATION EAST ELEVATION

NORTH ELEVATION

SOUTH ELEVATION

TOP

OF

FRAM

E

2750

CEI

LIN

G H

EIG

HT

2700

600



CONCRETE SLAB AND FOOTING DESIGNAS PER ENGINEERS SPECIFICATION

10mm GYPROCK WALL & CEILING LININGSFIXED AS PER MANUFACTURERS SPECIFICATION



PITCH22.5°


PITCH22.5°

.

DOUBLE GARAGECONCRETE

2700 CH

.

ALFRESCOTILES

STAINED PLY CEILING

JOIN

ERY

HEI

GH

T

2400

F1

7

R2

7

INTE

RN

AL J

OIN

ERY

2400

OF

ISSUE

CHECKED

DRAWN

DESIGN

SCALE

DWG NUMBER


DATE

SHEET

CLIENT

PROJECT





KIERON JAMES DESIGN




01.03.201817-165

1:50

D


A3

KJKJ

KJ

135




C MINOR CHANGES 01.03.18FLOOR AREAS

LIVING 184.5 m²

ALFRESCO 20.2 m²

PORCH 3.8 m²

GARAGE 44.4 m²


SECTION A-A

TOP

OF

FRAM

E

2750

CEI

LIN

G H

EIG

HT

2700

600600

.

BED 1CARPET

2700 CH

.

BUTLERSPANTRY

TILES

.

KITCHENTILES



CONCRETE SLAB AND FOOTING DESIGNAS PER ENGINEERS SPECIFICATION

10mm GYPROCK WALL & CEILING LININGSFIXED AS PER MANUFACTURERS SPECIFICATION

PITCH22.5°PITCH22.5°R1

7

INTE

RN

AL J

OIN

ERY

2400

OF

ISSUE

CHECKED

DRAWN

DESIGN

SCALE

DWG NUMBER


DATE

SHEET

CLIENT

PROJECT





KIERON JAMES DESIGN




01.03.201817-165

1:50

D


A3

KJKJ

KJ

136FLOOR AREAS

LIVING 184.5 m²

ALFRESCO 20.2 m²

PORCH 3.8 m²

GARAGE 44.4 m²






SECTION B-B

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 900 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

PITCH22.5°

GUTTER SUPPORTS FIXED ASPER MANUFACTURERS DETAILS

4.5mm FIBRE CEMENT SOFFITLINING FIXED TO UNDERSIDEOF TIMBER BATTENS

31x12 DAR HWD MOULDING

600

COLORBOND METAL EAVES GUTTERFIXED TO METAL FASCIA AS PERMANUFACTURERS RECOMMENDATIONS

COLORBOND METAL FASCIA

FINISHED CEILING HEIGHT

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 900 MAXIMUM CENTRESFIXED AS PER MANUFACTURERS SPECIFICATION

PITCH22.5°

GUTTER SUPPORTS FIXED ASPER MANUFACTURERS DETAILS

PITCH27.5°

COLORBOND METAL FLASHING

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

HOUSE FLOOR LEVEL

TOP OF FRAME

TOP

OF

FRAM

E

2750

1800

FINISHED GROUND LEVEL

190x190 RENDEREDCONCRETE BLOCK PIERS

WITH 1800mm HIGH RENDEREDCONCRETE BLOCK WALL AS SHOWN

ENTRY GATE AS PER SPECIFICATION


190 1880 190

OF

ISSUE

CHECKED

DRAWN

DESIGN

SCALE

DWG NUMBER


DATE

SHEET

CLIENT

PROJECT





KIERON JAMES DESIGN




01.03.201817-165

1:20/1:50

D


A3

KJKJ

KJ

137FLOOR AREAS

LIVING 184.5 m²

ALFRESCO 20.2 m²

PORCH 3.8 m²

GARAGE 44.4 m²






ROOF DETAIL - R1 ROOF DETAIL - R2

FLOOR DETAIL - F1 GATEHOUSE SECTION

4000 10060 4000 3760

21820

1400

0

1500

600

1190

0

1600

2100

4570

2260 2340 1000 5460 2270 1690 4730 3140 3530

24854

25606

6000

4000

160 190 3650

160

190

4360

190

160

5060

1880

6460

600

190

1880

190

190 1880 190

30mm REBATE

20mm REBATEFALL 10mm TOEXTERNAL EDGE

MAIN SLABCONCRETE SLAB

AS PER ENGINEERS DETAILS WC

BASIN

BATH

SHRFW

230mm BRICK VENEER110mm BRICK 50mm CAVITY70mm FRAME

REBATE SHOWERRECESS AS SHOWN

230mm BRICK VENEER110mm BRICK 50mm CAVITY70mm FRAME

EDGE OF FRAME

EDGE OF CONCRETE EDGE OF BRICKWORK

EDGE OF FRAME

SINK

1400

770

900 3600

1160 230

5290

1000

350

700

5060

700

300

4460

300

260

EDGE OF BRICKWORK

EDGE OF FRAME

EDGE OF BRICKWORK

EDGE OF FRAME

ED

GE

OF

BR

ICK

WO

RK

ED

GE

OF

FR

AM

E

EDGE OF BRICKWORK

EDGE OF FRAME

ED

GE

OF

FR

AM

E

ED

GE

OF

BR

ICK

WO

RK

ED

GE

OF

FR

AM

E

ED

GE

OF

BR

ICK

WO

RK

EDGE OF BRICKWORK

EDGE OF FRAME

EDGE OF BRICKWORK

EDGE OF FRAME

EDGE OF CONCRETE

ED

GE

OF

CO

NC

RE

TE

REBATE SHOWERRECESS AS SHOWN

SINK SHR

WC

BASIN

FW

BASIN

BASIN

BASIN

TUB

2000

50mmSTEP

50mmSTEP

190x190 RENDERED BLOCK PIERS (4)WITH 1800mm HIGH RENDEREDCONCRETE BLOCK WALL AS SHOWN

190x190 LAMINATED HWDTIMBER POSTS (2)

ENGINEERING FOR POOL SHELL TOALLOW FOR CONCRETE BLOCK WALLBUILT ON EDGE AS SHOWNON FLOOR PLAN

700

700x700x150 THICKHOT WATER SLABTO BE POURED ATSAME TIME AS MAIN SLAB

500x1000x150 THICKA/C SLABTO BE POURED ATSAME TIME AS MAIN SLAB

500

3530

1000

5100

700

POOL PUMP SLABSIZE TBC

BLO

CK

WAL

L

2132

BLOCK WALL

1664

720

BLOCK WALL

9249

BLOCK WALL

3496

BLOCK WALL

2400

BINS SLABSIZE TBC

190 4610 400

400

4070

400

OF

ISSUE

CHECKED

DRAWN

DESIGN

SCALE

DWG NUMBER


DATE

SHEET

CLIENT

PROJECT





KIERON JAMES DESIGN




01.03.201817-165

1:100

D


A3

KJKJ

KJ

138

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 KORDON TO ALL PENETRATIONSAND BARRIER TO EXTERNAL WALLS & COLD JOINTS

PROTECTION OF BUILDING FROM SUBTERRANEAN

FLOOR AREAS

LIVING 184.5 m²

ALFRESCO 20.2 m²

PORCH 3.8 m²

GARAGE 44.4 m²


SLAB PLAN





0.6P

0.6P

0.6P

0.6P

0.9P

1.8P

1.8P

1.8P

1.8P

2.4P

2.4P

2.4P

2.1P

2.7A 2.

7A

2.7A

2.7A

3830

RLW

1960 RLW

2400

TG

2400

TG

1960 RLW

3130

RLW

1960 RLW

2400

TG

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

2400

TG

1360 RLW

6550

RLW

OF

ISSUE

CHECKED

DRAWN

DESIGN

SCALE

DWG NUMBER


DATE

SHEET

CLIENT

PROJECT





KIERON JAMES DESIGN




01.03.201817-165

1:100

D


A3

KJKJ

KJ

139

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

kN73.779.2 55.8

45.5 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 PLATE2700 HIGH

BOTTOM PLATE

INTERNAL NON-LOAD-BEARING STUDS

TOP PLATE

EXTERNAL AND INTERNAL LOAD-BEARING STUDS

MEMBER

LOWER FLOOR

2/70x45 MGP12 - TIEDOWN 1200 CTS

70x35 MGP12 AT 450 CENTRES70x35 MGP10

SIZE

NOGGING 70x35 MGP10

70x35 MGP1070x35 MGP10

70x35 MGP102700 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 N32700 HIGH STUD HEIGHT AND A SHEET ROOF

4.

3.2.

NOTES


FLOOR AREAS

LIVING 184.5 m²

ALFRESCO 20.2 m²

PORCH 3.8 m²

GARAGE 44.4 m²






BRACING PLAN

OF

ISSUE

CHECKED

DRAWN

DESIGN

SCALE

DWG NUMBER


DATE

SHEET

CLIENT

PROJECT





KIERON JAMES DESIGN




01.03.201817-165

N.T.S.

D


A3

KJKJ

KJ

1310

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

LIVING 184.5 m²

ALFRESCO 20.2 m²

PORCH 3.8 m²

GARAGE 44.4 m²







27.5

°22

.5°

27.5°22.5°

27.5

°22

.5°

22.5

°

27.5°

22.5°

22.5

°

22.5°

22.5

°

22.5

°

22.5°

22.5

°

27.5

°27

.5°

27.5°22.5°

27.5

°

27.5°

27.5

°

27.5°

DRAG DOWN GUTTER

DRAG DOWN GUTTER

600

600

600

600

600

600

60060

0

600


COLORBOND METAL FASCIA & GUTTER

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


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





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



CO

LO

RB

ON

D M

ET

AL

FA

SC

IA &

GU

TT

ER



DP

DPDPDP

DP

DP DP

DP

DP

DP DP

OF

ISSUE

CHECKED

DRAWN

DESIGN

SCALE

DWG NUMBER


DATE

SHEET

CLIENT

PROJECT





KIERON JAMES DESIGN




01.03.201817-165

1:100

D


A3

KJKJ

KJ

1311

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

334.9m²

22.5°

DOWNPIPE SIZE:

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

90mm DIA. PVC PIPE

SLOPE FACTOR

EFFECTIVE ROOF AREA:334.9m² x 1.23 - 412.0m²

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

NUMBER OF DOWNPIPES REQUIREDROOF AREA 412.0m²/38m²= 11 (MINIMUM NUMBER OF DOWNPIPES REQUIRED)

LEGEND:

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

1.23

FLOOR AREAS

LIVING 184.5 m²

ALFRESCO 20.2 m²

PORCH 3.8 m²

GARAGE 44.4 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

SD

SD

SD

SD

SD

SD

2-WAY

2-WAY

WP/2 WP/2

WP

/2

WP/2

WP

/2

2 2

2

2

2

2

2

22

22

22

22

2

2

22

2

2

2

2 2

2

2

22

2

2

2

DW

MW

1

1

RH

1800

1800

PH

PH

TVTV

TV

2-WAY

2-WAY 2-WAY 2-WAY

SWIMMING POOL(BY OTHERS)

ELEC M/B

GAS BOTTLE

MH

CT

RH

OV

HWS

TANK ONLY


WATERFEATURE

SWITCHINGFOR POOL LIGHT

POOL PUMP

OF

ISSUE

CHECKED

DRAWN

DESIGN

SCALE

DWG NUMBER


DATE

SHEET

CLIENT

PROJECT





KIERON JAMES DESIGN




01.03.201817-165

1:100

D


A3

KJKJ

KJ

1312FLOOR AREAS

LIVING 184.5 m²

ALFRESCO 20.2 m²

PORCH 3.8 m²

GARAGE 44.4 m²


ELECTRICAL NOTES:1. ALL WORK TO BE CONSTRUCTED IN ACCORDANCEWITH THE CURRENT B.C.A INC. AMENDMENTS,ALSO ANY RELEVANT AUSTRALIAN STANDARDS.2. ALL WET AREAS ARE TO BE IN ACCORDANCE WITHTHE AUSTRALIAN DOMESTIC CONSTRUCTIONMANUAL AND THE CURRENT B.C.A REQUIREMENT'S.

ELECTRICAL OUTLETLOCATIONS IN WET AREAS:FINAL LOCATION OF POWER OUTLETS IN WETAREAS MAY NEED TO BE ADJUSTED ON SITE BYTHE ELECTRICIAN TO COMPLY WITH RELEVANTWIRING AND B.C.A REGULATIONS.

ENERGY EFFICIENT LIGHTING:FLUORESCENT LIGHTS OR COMPACT FLUORESCENTLIGHTS (CFLS) ARE USED IN AT LEAST 80% OF THETOTAL AMOUNT OF LIGHT FITTINGS. TOTAL AREA ISTO INCLUDE THE FLOOR AREAS OF THE GARAGE,IF IT IS WITHIN THE CLASS 1 BUILDING.SUGGESTED MIN REQUIREMENT'S:PROVIDE ENERGY EFFICIENT LIGHTING AS MAINLIGHTING TO THE GARAGE, BEDROOMS & WET AREAS.

ELECTRICAL LEGEND:

LIGHTING

POWER

SYMBOL DESCRIPTION SPEC. EXTRA

*EEF (DENOTES ENERGY EFFICIENT LIGHT FITTINGS)


CEILING LIGHT *EEF

DOWN LIGHT *EEF

WALL LIGHT *EEF (APPROX. HT)

PENDANT/TRACK LIGHT *EEF

IXL TASTIC (OR SIMILAR)

TOTAL LIGHT POINTS

- -

-

-

- -

2 -

-BATTEN FLUORO *EEF

ROUND FLUORO *EEF

SENSOR FLOOD/SPOT LIGHT *EEF

1 -

1 -

- -

- -

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

QUAD POWER POINT

SINGLE POWER POINT(GARAGE DOOR & FRIDGE)

DOUBLE POWER POINT

DOUBLE W/PROOF POWER POINT

SINGLE W/PROOF POWER POINT

TELEVISION POINT

PHONE DATA POINT

T.V. ANTENNA & BOOSTER(INC. SGPO IN ROOF SPACE)

DISHWASHER POINT

RANGEHOOD POINT

MICROWAVE POINT

OVEN POINT

COOKTOP ISOLATION SWITCH

MISCELLANEOUS

-

-

-

-

-

EXHAUST FAN

CEILING FAN(AS PER BUILDERS SPEC.)

CEILING FAN & LIGHT(AS PER BUILDERS SPEC.)

METER BOX

HOT WATER SYSTEM

SMOKE DETECTORS

DIMMER SWITCH

TWO WAY SWITCH

A/C CONDENSOR ISO SWITCH

-NBN LEAD IN & DRAW WIRE

-NBN COMPLETE (REFER SPEC.)

HWS

SD

DIM

2-WAY

1800

4

1

2

WP/2

WP/1

TV

PH

DW

RH

MW

OV

CT

NBN LEAD IN

NBN COMP

A/C

L


50

2

2

2

30

5

-

2

2

1

1

1

1

1

1

-

6

-

1

1

6

-

3

-

-

-

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ELECTRICAL PLAN

OF

ISSUE

CHECKED

DRAWN

DESIGN

SCALE

DWG NUMBER


DATE

SHEET

CLIENT

PROJECT





KIERON JAMES DESIGN




01.03.201817-165

N.T.S.

D


A3

KJKJ

KJ

1313

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

LIVING 184.5 m²

ALFRESCO 20.2 m²

PORCH 3.8 m²

GARAGE 44.4 m²






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