DEVELOPMENT APPLICATION

D-2019/001065

APPLICANT: Maveric Builders Pty Ltd

PROPOSAL: Dwelling

LOCATION: 37 Jardinelle Road, ROKEBY

RELEVANT PLANNING SCHEME: Clarence Interim Planning Scheme 2015

ADVERTISING EXPIRY DATE: 22 July 2019

In addition to the Application Form(s), Certificate of Title(s) and any associated

consent documents the following information is available on request:

• Nil

The relevant plans and documents can be inspected at the Council offices, 38 Bligh

Street, Rosny Park, during normal office hours until 22 July 2019.

Any person may make representations about the application to the General

Manager, by writing to PO Box 96, Rosny Park, 7018 or by electronic mail to

clarence@ccc.tas.gov.au. Representations must be received by Council on or before

22 July 2019.

To enable Council to contact you if necessary, would you please also include a day

time contact number in any correspondence you may forward.

Any personal information submitted is covered by Council’s privacy policy, available

at www.ccc.tas.gov.au or at the Council offices.

DRAWING NUMBER

A00 COVER PAGEA01 SITE PLANA02 DRAINAGE PLANA03 FLOOR PLANA04 ROOF PLANA05 SECTIONA06 ELEVATIONSA07 ELECTRICAL PLANA08 SETOUT PLANA09 SOIL & WASTE MANAGEMENT PLANA10 BAL PLAN

COMPLIANCE NUMBER:

B01 STAIR NOTESB02 BALUSTRADE NOTESB03 WET AREA NOTESB04 GENERAL SPEC NOTES

PROPOSED DWELLING37 JARDINELLE ROAD, ROKEBY

176293/618

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6229 1430

37 JARDINELLE ROAD, ROKEBYAW

CHARLES CLARKE COVER PAGE

A00

NA

14/01/2019

Job Number:J1886

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J1886 - 37 JARDINELLE ROAD, ROKEBYAW

CHARLES CLARKE SITE PLAN

A01

1:200

03/07/2019

14 Mertonvale Circuit, Kingstonssavage@mavericbuilders.com.au

6229 1430

5

9

°

1

3

'2

0

"

4

4

.

4

9

5

9

°

1

3

'2

0

"

4

4

.

4

9

1

5

6

°

2

5

'

4

.7

0

92°02' 26.99

6

4

°

4

9

'

9

.

8

2

1°09'

23.85

Peg 33.63

Peg 34.47

Peg 38.26

Peg 38.15

²

3

4

3

5

3

6

3

7

3

8

3

5

3

6

3

7

IMPORTANT NOTE

At the time of survey subdivision construction

works had not been completed.

James McEldowney Surveying accepts no

responsibility for alterations which occur to the

features and levels shown hereon subsequent

to time of survey. Do not remove this note from

this or subsequent plans.

R11.0 Waterway & Coastal ProtectionBuffer Area

SITE AREA 591m2

TOTAL ROOF AREA 124.16m2

SITE COVERED BY ROOFED AREA 21%CONCRETE DRIVEWAY 65.2m2

CONCRETE DRIVEWAYgradient 1:12

1

2

5

5

1

1

5

0

0

4254

PROPOSED DWELLINGFFL 36.45

Clothesline

Letterbox

NOTE -Treated pine fence 1500H to all boundaries, bar road.All fencing to meet Clause 10.4.7 A1

DECK

Driveway crossovershown in this locationon developmentsurveyed plan

35

00

1

0

4

9

5VERA

NDAH

Site cut at 36.00Spread excess spoil over site.

5540

3655 from coastal protection

R01 21/06/2019 Add location of Privacy Screens for Living/Dining room

Location of privacy screens as perClause 10.4.6.

1

0

0

0

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J1886 - 37 JARDINELLE ROAD, ROKEBYAW

CHARLES CLARKE DRAINAGE PLAN

A02

1:100

17/01/2019

14 Mertonvale Circuit, Kingstonssavage@mavericbuilders.com.au

6229 1430

NOTE -Location of drainage pipes indication only of type anddirection.Contractor to verify the location of drainage pipeswithin existing boundary of site.

Gutters & Downpipes to comply with BCApart 3.5.2

PLUMBER TO CONFIRM ALL DETAILS ONSITE PRIOR TO COMMENCING ANY WORKAND BE INSPECTED AND APPROVED BY AQUALIFIED ENGINEER.

DRAINAGE LEGEND

1 WC - 100mm2 HANDBASIN - 40mm3 SHOWER - 50mm4 BATH - 40mm5 LAUNDRY TROUGH - 50mm6 WASHING MACHINE7 KITCHEN SINK - 50mm8 VENT - 50mm9 TAP CHARGED ORG min 150mm below FFL10 RAINWATER PIPE11 INSPECTION OPENING TO GROUND LEVEL - 100mm12 DOWNPIPE - 75 / 90mm13 300mm GRATED PIT14 SPREADER PIPE - 75/90mm15 300mm grated pit with grated drain16 Dishwasher

Pervious backfill

Crushed rock

AG DRAIN DETAILNot to scale

Geotextile filter

Embankment

All materials and construction to comply withAS/NZS3500,3,2,:2003 and to be inspectedand approved by a qualified engineer.

Ag. drain @min. 1% gradient

82

0

820 21-4

5 Sta

cker

HWS

12 12

12

1212

2

2

4

3

3

1

1

71665

89

11100 dia.UPVC to approved onsite

council SW connection point

100 dia.UPVC to approved onsite

council sewer connection point

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J1886 - 37 JARDINELLE ROAD, ROKEBYAW

CHARLES CLARKE FLOOR PLAN

A03

1:100

21/06/2019

14 Mertonvale Circuit, Kingstonssavage@mavericbuilders.com.au

6229 1430

Key - Wet areasTiles to be selected by ownerAll wet areas need to be coveredwith a waterproof membrane inaccordance with AS 3740

FLOOR AREA 124.16m2

DECK AREA 24m2

A

01

A

01

BED 3

BED 2BED 1

KITCHEN

LIVING/DININGFFL 36.45

BATHWC

L'DRY

ENTRY

ens

DECKFFL 36.42

AW2124

AW12

18

AW1006

AW1006

AW18

06AW

1806

300020003800 510 6500

820

820

WIR

AW1518AW1518

820

82

0

10-15AW

82

0

82

0

82

0

820

AW1006AW1806 AW1806

21-4

5 Sta

cker

13650

3900170090018005103000

24

00

91

01

00

09

10

20

00

17

10

12

00

10

00

44

90

75

80

80

80

34

00

10

00

30

00

20

50

12

60

10

00

30

00

34

00

39

00

41

80

2520 14150 3000

72

0 C

.S

.D

72

0 C

.S

.D

72

0 C

.S

.DP'TRY

1300

STORE

AW2106 AW2106

Cantilevered Eaves

VERANDAH

900

x

900

900

x

1150

900 Shower screen

750

900

1675 hobbed bath

TR

WM

FR

16670

Min. 1700h Privacy Screens

To be completed by owner

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CHARLES CLARKE ROOF PLAN

A04

1:100

17/01/2019

14 Mertonvale Circuit, Kingstonssavage@mavericbuilders.com.au

6229 1430

All roof areas shown are indicative onlyand not to be used for any other purpose

ROOFWATER DRAINAGERefer to Part 3.5.2 BCA Gutters and Downpipes for more details

Rainfall intensity (Hobart) - eaves gutters - 85ml/hour (1 in 20 years)- valley/box gutters - 155ml/hour (1 in 100 years)

Size of downpipes (max.12m spacings) - 75mm dia. min.Size of eaves gutter (min 1:500 fall) - 115D min.Size of box gutter (min 1:100 fall), not more than 12.5 % pitch.Valley gutters - 400mm min.width not less than 150mm roof covering overhang eachside of the gutter or not more than 12.5 % - must be designed as a box gutter.

Number of downpipes required - 5 minimum

*DP denotes Downpipe*SP denotes Spreader to lower roof*All RH's (rainwater heads) to be fitted with overflow protectorsand to be set 25mm below freeboard of box gutter for additionalprotection Min. dimensions 400 width x 150 length x100 depth

ROOF A: 175.9m²

KEY:denotes roofing area

denotes down pipe

denotes direction of fall

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CHARLES CLARKE SECTION

A05

1:50

21/01/2019

14 Mertonvale Circuit, Kingstonssavage@mavericbuilders.com.au

6229 1430

ROOF VENTILATION -As per recommended by qualified Contractorin accordance with Manufacturers instructions

AScale 1:50SECTION

01

NGL

Colorbond roof at 22.5° pitch on 75 x 38 F8hardwood battens @ 900 centres. Timber engineered

trusses at 900 centres. Sisalation under roof, R4.0ceiling insulation, 450 wide eaves, 4.5mm cement

sheet soffit lining. Plasterboard ceiling on metalbattens @ 450 centres.

FCL

FFL 36.45

Timber floor structure throughoutwith R2.0 insulation. Refer floor plan

and engineers details.

Concrete strip footing and piers.Refer engineers details.

Brick veneer construction,sisalation around frame.

Selected cement sheet claddingabove brickwork on gable ends.

R2.0 insulation to external walls,plasterboard lining to internal

walls & ceiling.

TP landing, posts,balustrade and stairs.

24

00

60

08

m

ax. h

eig

ht o

f d

we

llin

g

450

max. eaves overhang

LIVING/DININGKITCHEN ENTRY

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J1886 - 37 JARDINELLE ROAD, ROKEBYAW

CHARLES CLARKE ELEVATIONS

A06

1:100

03/07/2019

14 Mertonvale Circuit, Kingstonssavage@mavericbuilders.com.au

6229 1430

NOTE: Vertical Articulation joints only provided in unreinforced masonry walls except walls builtwhere the site soil classification is S or A. (Refer to Engineers report for details).

South East Elevation

North West Elevation

North East Elevation

South East Elevation

Colorbond roof@ 22.5° pitch

Colorbond Fascia & gutter

Selected Aluminiumframed double glazed

windows & sliding doors

Selected cement sheet

cladding above brickwork

on gable ends

Selected cement sheet

cladding above brickwork

on gable ends

ffl 36.45

fcl

ffl 36.45

fcl

Deck ffl 36.42

24

00

60

08

m

ax. h

eig

ht o

f d

we

llin

g

24

00

60

08

m

ax. h

eig

ht o

f d

we

llin

g

NGL

NGL

450

max. eaves overhang

450

450

450

max. eaves overhang

Brick vaneer -

Colour: TBC

Brick vaneer -

Colour: TBC

Treated pine steps181mm rise, 240mm going

Colorbond roof@ 22.5° pitch

Colorbond Fascia & gutter

Selected Aluminiumframed double glazed

windows & sliding doors

Treated pine steps

181mm rise, 240 going

TP 90x90 Posts TP deck, posts,balustrade and stairs.

TP deck, posts,balustrade and stairs.

Sub-floor access

Privacy screen

min. 1700h

max.25% visibility

To be completed

by owner.

95

9

45

0

R01 21/06/2019 Window update for NorthWest Elevation

Windows to Living & Dining roomsto be screened using TP with no more

than 25% transparency.Screen height min. 1700h from FFL

TP Privacy screen to

Living & Dining rooms

as per Clause 10.4.6 A2

TP Privacy screen to

Living & Dining rooms

as per Clause 10.4.6 A2

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J1886 - 37 JARDINELLE ROAD, ROKEBYAW

CHARLES CLARKE ELECTRICAL PLAN

A07

1:100

23/01/2019

14 Mertonvale Circuit, Kingstonssavage@mavericbuilders.com.au

6229 1430

FLOOR MOUNT LIGHT

WALL MOUNT LIGHT

LIGHT BATTEN HOLDER

DOWNLIGHT (LED)

DOUBLE FLUORESCENT TUBE

LIGHT SWITCH

LIGHT SWITCH WITH DIMMER

SINGLE GPO

DOUBLE GPO

EXHAUST FAN

LIGHT / HEAT / EXHAUST

SMOKE DETECTOR

WALL MOUNTED AIR CONDITIONER

PANEL HEATER

TELEVISION POINT

PHONE POINT / NBN

TWIN ADJUSTABLE SPOTLIGHT FITTING

SENSOR LIGHT

METER BOX

EXTERNAL GPO

T

P

E

SD

MB

82

0

820

820

21-4

5 Sta

cker

72

0 C

.S

.D

72

0 C

.S

.D

820

72

0 C

.S

.D

82

0

82

0

82

0

820

SD

E

P/NBN

TT

HWS

MBE

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CHARLES CLARKE SETOUT PLAN

A08

1:100

14/01/2019

14 Mertonvale Circuit, Kingstonssavage@mavericbuilders.com.au

6229 1430

39

00

41

80

141502520

16670

80

80

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CHARLES CLARKE SOIL & WASTE MANAGEMENT PLAN

A09

1:200

21/01/2019

14 Mertonvale Circuit, Kingstonssavage@mavericbuilders.com.au

6229 1430

5

9

°

1

3

'2

0

"

4

4

.

4

9

5

9

°

1

3

'2

0

"

4

4

.

4

9

1

5

6

°

2

5

'

4

.7

0

92°02' 26.99

6

4

°

4

9

'

9

.

8

2

1°09'

23.85

Peg 33.63

Peg 34.47

Peg 38.26

Peg 38.15

²

3

4

3

5

3

6

3

7

3

8

3

5

3

6

3

7

IMPORTANT NOTE

At the time of survey subdivision construction

works had not been completed.

James McEldowney Surveying accepts no

responsibility for alterations which occur to the

features and levels shown hereon subsequent

to time of survey. Do not remove this note from

this or subsequent plans.

R11.0 Waterway & Coastal ProtectionBuffer Area

1

2

5

5

1

1

5

0

0

4254

PROPOSED DWELLINGFFL 36.45

Letterbox

DECK

Driveway crossovershown in this locationon developmentsurveyed plan

3500

1

0

4

9

5VERA

NDAH

Excavated topsoil andretained grass vegetation

Sediment control barrier

Materials storage area,to be made good oncompletion of project.

Temporary hardstand location

Temporary shakedown humpto prevent site sediment fromreaching and contaminatinglocal road.

Site contamination protocols:Disturbance of the site beyond the construction area is tobe kept to a minimum. Contractors and visitors to site areto avoid disturbing, driving, or walking beyond the worksite.All footwear, tools, plant and equipment is to be cleaned ofall mud, soil and debris prior to departure from the site.Additional water to be supplied on site by the principalcontractor for cleaning purposes.

Temporary driveway hardstand to be formed atcommencement of construction.Hardstand to be compacted and shaped to divert wateraway from building site.All access to site to be restricted to designated accessarea.

Note:Existing grass vegetation and all excavated topsoilremoved as part of the development, will be retained onsite for re-use at completion of works.

5540

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CHARLES CLARKE BAL PLAN

A10

1:1000

21/01/2019

14 Mertonvale Circuit, Kingstonssavage@mavericbuilders.com.au

6229 1430

The Bushfire Attack Level for this sitehas been catagorised as

BAL - NAIn accordance with AS 3959-2009

"Construction of buildings in bushfireprone areas".

BAL Report completed by Hobart BuildingAssessment Services

5

9

°

1

3

'2

0

"

4

4

.

4

9

5

9

°

1

3

'2

0

"

4

4

.

4

9

1

5

6

°

2

5

'

4

.

7

0

92°02'26.99

6

4

°

4

9

'

9

.

8

2

1°09'

23.85

Peg 33.63

Peg 34.47

Peg 38.26

Peg 38.15

3

4

3

5

3

6

3

7

3

8

3

5

3

6

3

7

R11.0 Waterway &Coastal ProtectionBuffer Area

CONCRETE DRIVEWAYgradient 1:12

1

2

5

5

1

1

5

0

0

4254

9

4

9

2

PROPOSED DWELLINGFFL 36.45

Clothesline

Letterbox

DECK

Driveway crossovershown in this locationon developmentsurveyed plan

3500

1

0

4

9

5VERA

NDAH

100.00

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CHARLES CLARKE BCA STAIR NOTES

B01

NA

14/01/2019

1000

190

240

Stringer

Tread to be fixedwith screws

Routed slot(nominal 10mm)

60 x 38 Cleat(Refer screw fixing tablefor fixing details)

Tread to fixedwith screws

Stringer

TREAD TO STRINGER FIXING OPTIONS

2000crs max.

Decking

Joists

Bearer

Timber dock, Stairs andstructure - refer to details

Min.

Max

125mm sphere mustnot pass through

tread & balustrade

Wire handrails as per clause 3.9.2.3 of N.C.C.stair balustrade min. 865mm above nose of stair tread.

STRINGER TO WALL FIXING

INTERNAL -

EXTERNAL -

14G 75mm bugle screwsinto wall studs

M12 masonry anchors intomasonry at 600 crs.

SCREW FIXING TABLE

STAIR WIDTH (mm)

750 1000 1200 1500 1800

SCREW TYPE / NUMBER

3#10 3#10 3#10 3#12 3#12

TIMBER DECKING SPECIFICATIONS

TIMBER TYPE THICKNESS (mm)RECOMMENDED

MAXIMUM JOIST SPACING (mm)

500

400

500

400

500

90

22 Dressed

19 Swan (25 actualthickness)

21

25Cypress

Treated Pine

Kwila, Jarrah,other hardwoods

TIMBER STAIR TREADS

BOLTS FOR BEARER TO STUMP / POSTS CONNECTIONS

19mm THICK DECKING BOARD FIXING REQUIREMENTS

TIMBER TYPE

STAIR WIDTH

750 1000 1200 1500 1800

RECOMENDED THICKNESS OF TREAD (mm)

45

45 45 45

50 55 65

55 60

80

Jarrah,other hardwoods

Treated Pine,Cypress

MAXIMUM ALLOWABLE DECK AREA SUPPORTEDPER BOLT (m²) - REFER NOTES

BOLTTYPE

Seasoned Hardwood (F17)Min. timber thickness: 35mm

Treated Pine (F5)Min. timber thickness: 35mm

Bearer to oneside only(fig. 18)

SpacedBearer

(fig. 19)

Bearer to oneside only(fig. 18)

SpacedBearer

(fig. 19)

M10

M12

M16

M20

1.0

1.3

1.7

2.1 3.4

2.7

2.0

1.7 0.8

1.0

1.2

1.5 2.5

2.0

1.5

1.3

DECKINGSPECIES

JOISTSPECIES

NAILING

Machine Driven Hand Driven

Hardwood,Cypress

SeasonedTreated Pine

Hardwood, Cypress

SeasonedTreated Pine, Oregon

Hardwood, Cypress

SeasonedTreated Pine, Oregon

50 x 2.5 Flat Head 50 x 2.5 Flat Head

50 x 2.5 DSFlat head

50 x 2.5 DSFlat head

50 x 2.5 DSFlat head

50 x 2.5 DSFlat head

65 x 2.5 DSFlat head

50 x 2.5 Flat Head 50 x 2.5 Flat Head

65 x 2.5 DSFlat head

65 x 2.5 DSFlat head

65 x 2.5 DSFlat head

NOTES:DS - Deformed shank

1. Nails to be hot dipped glavanised or stainless steel(mechanical galvanised plated not recommended).

2. In areas subjected to extreme wetting and dryingconditions (e.g. around swimming pools),consideration should be given to increasing the naildiameter and/or length.

3. Dome head nails may be used in lieu of flat head nails.

14 Mertonvale Circuit, Kingstonssavage@mavericbuilders.com.au

6229 1430

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J1886 - 37 JARDINELLE ROAD, ROKEBYAW

CHARLES CLARKE BCA BALUSTRADE NOTES

B02

NA

14/01/2019

14 Mertonvale Circuit, Kingstonssavage@mavericbuilders.com.au

6229 1430

1000

100

STEEL38x25x1.6 RHS rails & end verticalsEnd verticals fixed to posts with 3-M8 s/s screwsBalusters 19x19x1.2 RHS at 110 crsAll members powdercoated

bearer

40x40x1.6 uprights at 2400 crs carried down besidejoist and through bolted with 2-M10 S/S bolts

2400mm max.crs.

decking

125mm max.

1000

100

TIMBER90x45 F5 TRP top / bottom rails housed into postsIntermediate newell posts 90x90 F5 TRPBalusters 42x35 screwed to rails (1-No 8 Class 3 t&b)Alternative balusters 70x19 F5 TRP housed and screwed(2-No 8 Class 3 t&b) into pre-formed handrail and bottom railAll balusters max aperture of 125mm

bearer

refer to engineer detail

2000mm max.crs.

decking

125mm max.

1000

GLASSProprietary glass balustrade and support systemto relevant Australian Standards.

decking

* WIRE HANDRAILS AS PER CLAUSE 3.9.2.3 OF BCA* STAIR BALUSTRADES MIN 865mm ABOVE NOSE OF STAIR TREAD

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CHARLES CLARKE WET AREA NOTES

B03

NA

14/01/2019

Enclosed shower with hob.

Vessels or area wherethe fixture is installed

Floors & horizontalsurfaces

Walls Wall junctions &joints

Penetrations

Waterproof entire enclosedshower area, including hob.

Waterproof to not less than150mm above the showerfloor substrate or not lessthan 25mm above themaximum retained waterlevel which ever is thegreater with the remainderbeing water resistant to aheight of not less than1800mm above the finishedfloor level.

Waterproof all penetrations.

Enclosed shower withouthob.

Waterproof entire enclosedshower area, includingwaterstop.

Waterproof to not less than150mm above the showerfloor substrate with theremainder being waterresistant to a height of notless than 1800mm abovethe finished floor level.

Waterproof internal andexternal corners andhorizontal joints withinheight of 1800mm abovethe floor level with not lessthan 40mm width eitherside of the junction.

Waterproof internal andexternal corners andhorizontal joints within aheight of 1800mm abovethe floor level with not lessthan 40mm width eitherside of the junction.

Waterproof all penetrations.

Enclosed shower with stepdown.

Waterproof entire enclosedshower area, including thestep down.

Waterproof to not less than150mm above the showerfloor substrate or not lessthan 25mm above themaximum retained waterlevel which ever is thegreater with the remainderbeing water resistant to aheight of not less than1800mm above the finishedfloor level.

Waterproof internal andexternal corners andhorizontal joints within aheight of 1800mm abovethe floor level with not lessthan 40mm width eitherside of the junction.

Waterproof all penetrations.

Enclosed shower withpreformed shower base.

N/A Water resistant to a heightof not less than 1800mmabove finished floor level.

Waterproof internal andexternal corners andhorizontal joints within aheight of 1800mm abovethe floor level with not lessthan 40mm width eitherside of junction.

Waterproof all penetrations.

Unenclosed shower. Waterproof entire enclosedshower area.

Waterproof to not less than150mm above the showerfloor substrate or not lessthan 25mm above themaximum retained waterlevel which ever is thegreater with the remainderbeing water resistant to aheight of not less than1800mm above the finishedfloor level.

Waterproof internal andexternal corners andhorizontal joints within aheight of 1800mm abovethe floor level with not lessthan 40mm width eitherside of the junction.

Waterproof all penetrations.

Areas outside the showerarea for concrete andcompressed fibre cementsheet flooring.

Water resistant to entirefloor.

N/A Waterproof all wall / floorjunctions. Where a flashingis used the horizontal legmust be not less than40mm.

N/A N/A

N/A

Waterproof all wall / floorjunctions. Where a flashingis used the horizontal legmust be not less than40mm.

Waterproof entire floor.Areas outside the showerarea for timber floorsincluding particleboard,plywood, and other timberbased flooring materials.

Vessels or area wherethe fixture is installed

Floors & horizontalsurfaces

Walls Wall junctions &joints

Penetrations

Areas adjacent to baths andspas for concrete andcompressed fibre cement.

Water resistant to entirefloor.

Water resistant to a heightof not less than 150mmabove the vessel andexposed surfaces below thevessel lip to the floor.

Waterproof edges of thevessel and junction of bathenclosure with floor. Wherethe lip of the bath issupported by a horizontalsurface, this must bewaterproof for showers overbath and water resistant forall other cases.

Waterproof all tap and spoutpenetrations where theyoccur in a horizontal surface.

Areas adjacent to baths andspas (see note 1) for timberfloors includingparticleboard, plywood andother timber based flooringmaterials.

Waterproof entire floor. Water resistant to a heightof not less than 150mmabove the vessel andexposed surfaces below thevessel lip to the floor.

Waterproof edges of thevessel and junction of bathenclosure with floor. Wherethe lip of the bath issupported by a horizontalsurface, this must bewaterproof for showers overbath and water resistant forall other cases.

Waterproof all tap and spoutpenetrations where theyoccur in a horizontal surface.

Inserted baths. N/A for under bath.Waterproof entire shelf area,incorporating waterstopunder the bath lip andproject not less than 5mmabove the tile surface.

N/A for wall under bath.Waterproof to not less than150mm above the vessel ifthe vessel is within 75mmof the wall.

N/A for under bath. Waterproof all tap and spoutpenetrations where theyoccur in a horizontal surface.

Walls adjoining othervessels (eg. sinks, l'dry,tubs and basins).

N/A Water resistant to a heightof not less than 150mmabove the vessel if thevessel is within 75mm ofthe wall.

Where the vessel is fixed toa wall, waterproof edges forextent of vessel.

Waterproof all tap and spoutpenetrations where theyoccur in a horizontal surface.

Laundries and WC's Water resistant to entirefloor.

Waterproof all wall / floorjunctions to not less than25mm above the finishedfloor level, sealed to floor.

Waterproof all wall / floorjunctions. Where flashing isused the horizontal leg mustbe not less than 40mm.

N/A

NOTES:1. If a shower is included above a bath, refer to the

requirements for shower and wall penetrations.2. N/A means not applicable.3. Certification to be provided to the building surveyor.4. Contractor or builder to determine the appropriate

waterproofing in accordance with AS3740, Part 3.8.1and Table 3.8.1.1 of NCC and to notify the BuildingSurveyor for inspections arrangements duringinstallation.

IMPORTANT:The above information is for general guidance and isindicative only. Waterproofing installers to comply with allcurrent codes of legislation which takes precedence over thisspecification.

14 Mertonvale Circuit, Kingstonssavage@mavericbuilders.com.au

6229 1430

D a t e:

Page Number:

P r o j e c t:

S c a l e @ A3:

D r a w i n g T i t l e:

R e v i s i o n n o t e s:

Rev: Date: Notes:

Drawn by:

Client:

J1886 - 37 JARDINELLE ROAD, ROKEBYAW

CHARLES CLARKE GENERAL SPEC NOTES

B04

NA

14/01/2019

14 Mertonvale Circuit, Kingstonssavage@mavericbuilders.com.au

6229 1430

ROOF AND WALL CLADDING

Generally to be in accordance with BCA 3.5.

Roof Cladding to be in accordance with BCA 3.5.1 and;

Roof Tiles AS 2049 & AS 2050.

Metal sheet roofing AS 1562.1.

Plastic sheet roofing AS/NZS 4256.1, .2, .3 &.5, & AS 1562.3.

Gutters and downpipes, generally to be in accordance with BCA 3.5.2 & AS/NZS

3500.3.2 & The Tasmanian Plumbing Code.

Eaves, internal and valley guttering to have cross sectional area of 6500m

2

.

Downpipes to be 90Ø or 100 x 50 rectangular section to max. 1200 crs. and to be

within 1000 of internal/valley gutter.

Wall cladding to be installed in accordance with BCA 3.5.3 & Manufacturers

specifications.

Flashings to BCA 3.5.3.6.

GLAZING

Generally glazing to be in accordance with AS 1288.

Refer to window legend for sizes and type.

Windows to comply with BCA 3.9.2.5 Protection of Openable Windows.

SERVICES

Generally in accordance with 3.12.5.

Hot water supply system designed and installed in accordance with AS/NZS 3500.

FIRE SAFETY

Generally to be in accordance with BCA 3.7.

Fire separation to be in accordance with BCA 3.7.14. External walls and gable

ends constructed within 900 of boundary are to extend to underside of

non-combustible roofing / eaves & are to be of a masonry skin 90 thick with FRL

60/60/60.

Sarking to have a flammability index less than 5.

Roof lights not to be placed closer than 900 from boundary.

Smoke installations to be in accordance with BCA 3.7.2. Locations indicated on floor

plan. Smoke alarms are to be interconnected where more than 1 smoke alarm is

installed.

Installation locations;

Ceilings - 300 away from wall junction.

Cathedral ceiling - 500 down from apex.

Walls - 300 down from ceiling junction.

Heating appliances generally to be in compliance with BCA 3.7.3 & AS 2918.

Fireplace - extend hearth 150 to side of opening. 300 in front of opening.

Freestanding - extend hearth 400 beyond unit.

Freestanding appliance to be 1200 from combustible wall surface. 50 from masonry

wall. Heat shield - 90 masonry with 25 air gap to combustible wall, extend 600 above

unit.

Flue installation to BCA 3.7.3.4.

Top of chimney / flue to terminate 300 above horizontal plane 3600 away from roof.

Construction in Bush Fire Area to be in accordance with BCA 3.7.4 & AS 3959.

HEALTH AND AMENITY

Generally wet area waterproofing to bi in accordance with AS 3740 and BCA 3.8.1.

Waterproofing of surface adjacent to open shower, including shower over bath, to

extend 1.5 from vertical line projected from shower rose, to a height of 1.8 above

finished floor. Wall surfaces adjacent to plumbing fixtures, bath etc. to be protected to a

height 150 above fixture.

Ceiling heights to be in accordance with BCA 3.8.2. Refer to drawing.

FACILITIES

Generally to be in accordance with BCA 3.8.3.

Required facilities in accordance with BCA 3.8.3.2. Refer to plan for locations.

Sanitary compartment to be in accordance with BCA 3.8.3.3. Refer to plan for detil.

Provision of natural light to be in accordnace with BCA 3.8.4.2.

Windows / rooflights to provide light transmission area equal to 10% of floor area of

room.

Ventilation to be in accordance with BCA 3.8.5 or AS 1668.2 for mechanical ventilation.

Exhaust fan from bathroom / WC to be vented to outside for steel roof and roof space for

tiled roof.

Natural ventilation to be provided at a rate of 5% of room area, in accordance with BCA

3.8.5.2.

STAIR CONSTRUCTION

Generally to be in accordance with BCA 3.9.1.

Stairs;

Maximum 18 risers to each flight.

Riser openings to be less than 125.

Treads to have non-slip surface or nosing.

Risers - min. 115 - max. 190.

Tread - min. 240 - max. 355.

Balustrade;

Generally in accordance with BCA 3.9.2.

Balustrade required where area is not bounded by a wall or where level exceeds 1000

above floor level or ground level.

865 high on stairs , measured from line of stair nosing.

1000 high above floor or landing.

Openings between balusters / infill members to be constructed so as not to allow 125

sphere to pass between members. Where floor level exceeds 4000 above lower level, infill

members between 150 and 760 above floor level, to be constructed so as to restrict

climbing.

SWIMMING POOLS

Generally swimming pools and safety fences to be constructed in accordance with BCA

3.9.3 and AS 1926.1.

ENERGY EFFICIENCY

Generally in accordance with BCA 3.12, Climate Zone 7, applicable to Tasmania. (Zone 8

applicable to Alpine areas).

BUILDING FABRIC

Generally in accordance with BCA 3.12.1.

BUILDING FABRIC INSULATION

Insulation to be fitted to form continuous barrier to roof / ceiling, walls and floors.

REFLECTIVE BUILDING MEMBRANE

To be 'vapour permeable' with a min. value of 4ug/Ns, installed to form 20mm airspace

between reflective faces and external lining / cladding, fitted closely up to penetrations /

openings, adequately supported and joints to be taped min. 150.

BULK INSULATION

To maintain thickness and position after insulation. Continuous cover without voids except

around services / fittings.

ROOF INSULATION

Roof construction to achieve min. additional R Value of R4.1.

Roof lights to comply with BCA 3.12.1.3.

EXTERNAL WALLS

External wall construction to achieve min. additional R Value of R2.5.

Wall surface density min. - 220kg/m

2

.

FLOORS

Generally in accordance with BCA 3.12.1.5.

Suspended floor with an unenclosed perimeter required to achieve a min. total R value of

R1.0.

Concrete slab on ground with an in-slab heating system to be insulated to R1.0. around

vertical edge of slab perimeter.

ATTACHED CLASS 10a BUILDING

External wall or separating wall between class 1 buildings required to achieve min. Total R

Value of R1.9.

EXTERNAL GLAZING

Generally in accordance with 3.12.2.

To AS 3959 - 2009 Section 3.9 (Construction of Buildings in Bushfire-prone Areas) where

applicable.

Windows to comply with BCA 3.9.2.5 Protection of Openable Windows.

BUILDING SEALING

Generally in accordance with BCA 3.12.3.

Chimneys or flues to be fitted with sealing damper or flap.

Roof lights to habitable rooms to be fitted with operable or permanent seal to minimise air

leakage.

External windows and doors to habitable rooms / conditioned spaces, to be fitted with air seal

to restrict air infiltrations.

Exhaust fans to habitable rooms / conditioned spaces to be fitted with self closing damper or

filter.

Building envelope to be constructed to minimise air leakage. Construction joints and junctions,

or adjoining surfaces to be tight fitting and sealed by caulking, skirting, architraves and

cornices.

AIR MOVEMENT

Generally in accordance with BCA 3.12.4.

Windows to comply with BCA 3.9.2.5. Protection of Openable Windows.

SITEWORKS

Excavation and filling of site to be in accordance with BCA 3.1 and AS 2870.

Drainage works to be in accordance with BCA 3.1 and AS/NZS 3500.3.2.

Surface drainage - finished ground to fall away from building 50mm in 1000mm.

Finished slab level to be:

-150 above finished ground.

-50 above paved surfaces.

Prevent ponding of water under suspended floors.

FOOTINGS AND SLAB

Generally in accordance with AS 2870.

Preparation for placement of concrete and reinforcement to be in accordance with AS

2870.

Concrete and steel reinforcement to be in accordance with AS 2870 and AS/NZS 3500.

The site classification to be in accordance with AS 2879.

Alternatively footings and slabs to be in accordance with structural engineers design

and specification.

MASONRY

Generally masonry walls to be constructed in accordance with BCA 3.3 and AS 3700.

Un-reinforced masonry to BCA 3.3.1.

Reinforced masonry to BCA 3.3.2.

Masonry accessories to BCA 3.3.3.

Weatherproofing of masonry to BCA 3.3.4.

FRAMING

Timber framing to be in accordance with AS 1684.

Manufactured timber members to be in accordance with prescribed framing manual.

Sub-floor ventilation in accordance with BCA 3.4.1. Sub-floor area to be clear of

organic materials and rubbish.

Provide vent openings in substructure walls at a rate of not less than 6000mm

2

per

meter of wall length, with vents not more than 600mm from corners.

150mm clearance required to underside by floor framing members unless specified

otherwise by flooring material specification.

Tie-down and bracing of frame to be in accordance with AS 1684 and AS 4055.

Structural steel framing to be in accordance with BCA 3.4.4 and AS 1250, AS 4100 and

structural steel engineers design and specifications.