...SEARCH DATE : 08-Jan-2021 SEARCH TIME : 09.15 AM DESCRIPTION OF LAND Town of ULVERSTONE Lot 14 on...

SEARCH DATE : 08-Jan-2021SEARCH TIME : 09.15 AM

DESCRIPTION OF LAND Town of ULVERSTONE Lot 14 on Sealed Plan 110230 Derivation : Part of Lot 2 (Section V.1.) Gtd. to T.B. Scurrah. Prior CT 52670/1

SCHEDULE 1 M718667 & M788321 TRANSFER to MATTHEW LEWIS JOHNSTON Registered 07-Jan-2020 at 12.01 PM

SCHEDULE 2 Reservations and conditions in the Crown Grant if any SP 110230 EASEMENTS in Schedule of Easements SP 110230 COVENANTS in Schedule of Easements SP 1006 & SP 110230 FENCING COVENANT in Schedule of Easements A269308 FENCING PROVISION in Transfer

UNREGISTERED DEALINGS AND NOTATIONS No unregistered dealings or other notations

SEARCH OF TORRENS TITLE

VOLUME

110230FOLIO

14

EDITION

4DATE OF ISSUE

07-Jan-2020

RESULT OF SEARCHRECORDER OF TITLES

Issued Pursuant to the Land Titles Act 1980

Department of Primary Industries, Parks, Water and Environment www.thelist.tas.gov.auPage 1 of 1

FOLIO PLANRECORDER OF TITLES


Search Date: 08 Jan 2021 Search Time: 09:15 AM Volume Number: 110230 Revision Number: 01


SCHEDULE OF EASEMENTSRECORDER OF TITLES




Central Coast Council

No. 6Lot 14SP 110230999 m²

existingconcrete

PROPOSEDDWELLING

CHERYL COURT

1500

2000

2500

3000

3500

4000

4500

5000

5500

6000

7000

500

1000

7000

B O U N D A R Y 4 0 . 6 0 m 2 7 9 ° 1 7 ' 5 5 "

B O

U N

D A

R Y

3 9

. 3

4 m

1 0

° 4

6 ' 0

1 "

B O U N D A R Y 2 1 . 1 6 m 9 9 ° 0 2 ' 5 4 "

B O

U N

D A

R Y

3 6

. 0

9 m

1 8

2 °

1 5

' 0 4

"

B O U N D A R Y 1 4 . 0 0 m 9 0 ° 1 7 ' 5 5 "

3 . 6 0 m1 8 9 ° 1 7 ' 4 2 "

CUP'B920

WC

B

Shr

ENSUITECft.

c.h. 2700

W.I.R.C.

c.h. 2700

BED 2C.

c.h. 2700

BED 1C.

c.h. 2700

11

121314

10 UP

15

161718

789

W.C.Cft.

c.h. 2700

GARAGEConc.c.h. 2700

r.l. 5.50

KITCHENCft.

c.h. 2700

DININGCft.

c.h. 2700

LIVINGC.

c.h. 2700

UP

920

920920

920

920PANTRYCft.

c.h. 2700

920

Bth

Shr

BATHR'MCft.

c.h. 2700

BSTUDYC.

c.h. 2700

5000

4610

2911

1849

5

4062

30005870

PROPOSED REINFORCEDCONCRETE BLOCK RETAININGWALL, MAX. HEIGHT 2.60m.

LEGEND & NOTESExisting levels

New levels

Contour interval = 0.5 metre

Soil & Water Management StrategiesDownpipes to be connected into Council stormwater assoon as the roof is installed.

Install AG drain prior to footing excavation. See drawingA08 Drainage Plan for location.

Excavated material placed upslope of AG drain. To beremoved when building works are complete and used asfill on site for any low points. Install a sediment fence onthe downslope side of material.

Construction vehicles to be parked on the street only, toprevent transferring debris onto Example Street.

r.l. 2.38

DR

AIN

AGE

EA

SEM

ENT

3.

00m

W

IDE

DRAINAGE EASEMENT 3.50m WIDE

r.l. 4.

90r.l.

5.30

r.l. 5.

80

r.l. 5.

30

r.l. 4.

53

MAX 9%SLOPE

300

r.l. 5.

30

PROPOSED REINFORCEDCONCRETE BLOCK RETAININGWALL TO BE JOINED TOEXISTING CONCRETE WALL

EXIST' CONC. RETAINING WALL

PROPOSED REINFORCEDCONCRETE BLOCK RETAININGWALL, MAX. HEIGHT 1.30m.

r.l. 5.45

DECKTim.

p.o.s.399 m²

shadow line 12:00 21st June, 165m² within p.o.s.

shadow line 15:00 21st June, 160m² within p.o.s.

0.4m highRetaining wall

draftingsteve jordan

20 Richings DriveYOUNGTOWN

TAS 7249

6343 2183 0418 137 246

[email protected] 48 567 070 667

Accreditation CC1570 S

DRAWING

SITE PLAN

DRG. No.

SJD 21/01-01

North

PROJECT

PROPOSED DWELLINGAT 6 CHERYL COURT,WEST ULVERSTONE, 7315

CLIENT

WAYNE & LOLYN WILSON3/23 HEATHER COURT,PARK GROVE 7315

CONCEPT OWNERDESIGN S. JORDANCHECKED OWNERDATE JANUARY 2021SCALE 1:250SHEET 1 of 29

AutoCAD SHX TextROBE

AutoCAD SHX TextSMOKE

AutoCAD SHX TextALARM

AutoCAD SHX TextREF.

AutoCAD SHX TextBasin

AutoCAD SHX TextNiche


No. 6Lot 14SP 110230999 m²

CHERYL COURT

1500

2000

2500

3000

3500

4000

4500

5000

5500

6000

7000

500

1000

7000

3 . 6 0 m1 8 9 ° 1 7 ' 4 2 "

¢ I.O.

¢ I.O.

DR

AIN

AGE

EA

SEM

ENT

3.

00m

W

IDE


CUP'B920

WC

B

Shr

ENSUITECft.

c.h. 2700

W.I.R.C.

c.h. 2700

BED 2C.

c.h. 2700

BED 1C.

c.h. 2700

11

121314

10 UP

1516

1718

789

W.C.Cft.

c.h. 2700

GARAGEConc.c.h. 2700

r.l. 5.50

KITCHENCft.

c.h. 2700

DININGCft.

c.h. 2700

LIVINGC.

c.h. 2700

UP

920

920920

920

920PANTRYCft.

c.h. 2700

920

Bth

Shr

BATHR'MCft.

c.h. 2700

BSTUDYC.

c.h. 2700

r.l. 5.45

DECKTim.

D.P.D.P.

D.P.

D.P.

D.P.

PLUMBING· ALL PLUMBING TO BE INSTALLED IN ACCORDANCE WITH A.S. 3500,

THE PLUMBING REGULATIONS & THE TASMANIAN PLUMBING CODE.· ALL WORK MUST BE CARRIED OUT BY A LICENSED PLUMBER.

LEGENDV ORG - OVERFLOW RELIEF GULLY¢ ROD.I.O - RODDING INSPECTION¢ I.O. - INSPECTION OPENING¨ RISER I.O - RISER INSPECTION OPENING= D.P. - DOWN PIPE LOCATION= FIXTURE LOCATION

PIPE DIAMETERS - UPVCBATH - 40Ø VENT - 50ØBASIN - 40Ø WC - 100ØFLOOR WASTE - 40Ø SEWER - 100ØSHOWER - 50Ø DOWN PIPE - 90ØSINK - 50Ø STORM WATER 90ØTROUGH - 50Ø

SEWER - UPVC DN 100 LAYED AT MINIMUM GRADE OF 1:60STORM WATER - UPVC DN 90 LAYED AT MINIMUM GRADE 1:100DOWN PIPES - UPVC 90Ø

HOT & COLD WATER PIPE AS/NZS 3500.5 & AS/NZS 3500.1MATERIAL - COPPER, 311 REHAU OR EQUIVALENT.COLD WATER SUPPLY LINE FROM WATER METER TO HOUSE - DN 25mmCOLD WATER BRANCHES - DN 16mmHOT WATER MAIN LINE - DN 20mmHOT WATER BRANCHES - DN 16mm

OUTLET PIPES FROM THE HOT WATER CYLINDER TO BE COPPER FOR ADISTANCE OF AT LEAST 1.0 METRE BEFORE CONNECTION OR USE OF311 REHAU.

HOT WATER DELIVERY TO ALL SANITARY FIXTURES USED FORPERSONAL HYGIENE AT 50° & TO KITCHEN SINK & LAUNDRY AT 60°

VACUUM BREAKER BACK FLOW DEVICES TO BE FITTED TO ALL OUTSIDETAPS

STORMWATER

SEWER

¢ I.O.

DN 90 MINIMUM GRADE 1:100 TO C.C.C.STORMWATER HOUSE CONNECTION

DN 100 MINIMUM GRADE 1:60 TOTASWATER SEWER HOUSE CONNECTION

DN 100 AG. DRAIN BEHINDRETAINING WALL. SEEENGINEERING DRAWINGSFOR DETAILS.

DN 150 STORMWATER MAIN

DN 150 SEWER MAIN

DN 150 SEWER MAIN

DN

150

SEW

ER M

AIN

O.R.G.V

STACK

rim r.l

. 0.60

inv r.l

. -0.55

depth

. 1.15

m

rim r.l

. 4.75

inv r.l

. 3.23

depth

. 1.52

m

DN 100 AG. DRAIN BEHINDRETAINING WALL. SEEENGINEERING DRAWINGSFOR DETAILS.

rim r.l

. 0.95

inv r.l

. -0.90

depth

. 1.85

m

M.H.

M.H.

M.H.

600sq. pitrim r.l. 5.25inv r.l. 4.85depth. 0.60m

2911

450sq. pitrim r.l. 4.90inv r.l. 4.30depth. 0.60m




TAS 7249

6343 2183 0418 137 246



North


DRAWING

PLUMBING SITE PLAN

DRG. No.

SJD 21/01-02

PROJECT


CLIENT









LOCATION OF REBATE FOR GARAGEDOOR, REFER TO ENGINEERS DR'GSFOR CONSTRUCTION DETAIL.

SETOUTPOINT

15055

IMPORTANT NOTEALL DIMENSIONS ARE TO BE CHECKEDAGAINST FLOOR PLAN PRIOR TOSETTING OUT OF FORMWORK. ANYDISCREPENCIES ARE TO BE VERIFIEDWITH THE BUILDING DESIGNER.

160 4730

5040

160

7440

160

12480

1680

6740

160

160

6580

8420


DRAWING

LAYOUT PLAN

DRG. No.

SJD 20/05-03


TAS 7249

6343 2183 0418 137 246



CONCEPT OWNERDESIGN S. JORDANCHECKED OWNERDATE FEBRUARY 2020SCALE 1:100SHEET 3 of 28

PROJECT

PROPOSED DWELLING &SHED AT 19 DEEK STREET,KINGS MEADOWS, 7249

CLIENT

T. SQUIRES & A. BERNE767 OSMASTON ROAD ,OSMASTON 7303

COUNCIL OWNED 1900mm WIDE FOOTPATH

3723

0.2m highRetaining wall 0.35m highRetaining wall




1.05m highRetaining wall 1.35m highRetaining wall 1.45m highRetaining wall










No. 7Lot 15SP 110230

1500

2000

2500

3000

3500

4000

4500

5000

5500

6000

7000

500

1000

7000

DR

AIN

AGE

EA

SEM

ENT

3.

00m

W

IDE


DN 150 STORMWATER MAIN

DN 150 SEWER MAIN

DN 150 SEWER MAIN

DN

150

SEW

ER M

AIN

M.H.

M.H.

M.H.

DN 100 WATER MAIN

No. 5Lot 13SP 110230

No. 6Lot 14SP 110230

No. 4Lot 12SP 110230

2911



TAS 7249

6343 2183 0418 137 246



North


DRAWING

RETAINING WALL SITE PLAN

DRG. No.

SJD 21/01-03

PROJECT


CLIENT


AutoCAD SHX TextRL. 8.000 (NOM.)

Soil & Water Management StrategiesDownpipes to be connected into Council stormwater assoon as the roof is installed.

Install AG drain prior to footing excavation. See drawingA08 Drainage Plan for location.

Excavated material placed upslope of AG drain. To beremoved when building works are complete and used asfill on site for any low points. Install a sediment fence onthe downslope side of material.

Construction vehicles to be parked on the street only, toprevent transferring debris onto Example Street.

R

G

R

G

STAIR RISER & GOING DIMENSIONSBCA Volume 2 Figure 3.9.1.2

RISER GOING SLOPE RATIO(2R + G)

stair type max min max min max minstair

(other than spiral)190 115 355 240 700 550

spiral 220 140 370 210 680 590

125 sphere must not passthrough riser space

STAIR CONSTRUCTION NCC Volume 2 Part 3.9.1· a stair flight no more than 18 risers and not less than 2.· treads to be of solid construction where they have a rise in excess of 10m or

connects more than 3 stories.· maximum of 3 winders in place of a quarter landing or 6 winders in place of a

half landing.· the open gap between tread, where installed is to be less than 125mm.· landings to be not less than 750mm measured at 500mm from the inside edge

of the landing

45678

11121314

910

321

920

BED 4C.

c.h. 2700

D0123

1042

6036

00

1082

8

920

920

920

920

920

UP

3800 4365 2090 3797

Shr

WC

WC

B

BED 3C.

c.h. 2700

W.I.R.C.

c.h. 2700

FUTURELIFT

KITCHENCft.

c.h. 2700

ENSUITECft.

c.h. 2700 B

Shr

ENSUITECft.

c.h. 2700

1860 1250 11035

2233 1087 2710

14804

17501957

W02 W03

D02

W04

W01

LIVINGC.

c.h. 2700

DININGC.

c.h. 2700

2210

3266

1087

4360

3600

r.l. 2.43

LINE OF ENGINEERED CONCRETE BLOCKRETAINING WALL BUILT IN ACCORDANCE TOENGINEERS REQUIREMENTS.



TAS 7249

6343 2183 0418 137 246



DRAWING

LOWER FLOOR PLAN

DRG. No.

SJD 21/01-04N

orthCONCEPT OWNER

DESIGN S. JORDANCHECKED OWNERDATE JANUARY 2021SCALE 1:100SHEET 4 of 29

PROJECT


CLIENT


AutoCAD SHX TextW.M.

AutoCAD SHX TextTUB

AutoCAD SHX TextCUP'B

AutoCAD SHX TextCUP'B




AutoCAD SHX TextH.P. & OVEN


90mm stud walls with 10mmplasterboard lining throughout.(Wet area plasterboard to Bathroom,Ensuite and Laundry walls)

LEGEND & NOTESHardies 'vertical board' walls

MB.

CJ. Control joint

DP. Downpipe

Meter box

Cft. Ceramic floor tiles selected by client.

Conc. Concrete floor finish

C. Carpet as selected by client withAirstep Stepmax (or equivalent) foamunderlay.

Existing levels

New levels

Contour interval = 0.5 metre

CUP'B

920

WC

B

Shr

ENSUITECft.

c.h. 2700

W.I.R.C.

c.h. 2700

BED 2C.

c.h. 2700

BED 1C.

c.h. 2700

11121314

10UP

15161718

789

W.C.Cft.

c.h. 2700

GARAGEConc.

c.h. 2700

r.l. 5.50

6500

7000

6900

2210

4360

3600

1783

0

2654

946

2450

2090

1200 4804256133901860

1019

1031

2550

4673

2450

898

6640

3620

2260

860

3120

7140

1083

0

KITCHENCft.

c.h. 2700

DININGCft.

c.h. 2700

LIVINGC.

c.h. 2700UP

920

920

920

920

920

PANTRYCft.

c.h. 2700

920

BthShr

BATHR'MCft.

c.h. 2700

B

STUDYC.

c.h. 2700

D03

r.l. 5.45

DECKTim.

3500

DP.

DP.

DP.

DP.

DP.

W01

W02 W02 W02 W02

W04

W04

W04

W04

W02 W02 W02



TAS 7249

6343 2183 0418 137 246



DRAWING

UPPER FLOOR PLAN

DRG. No.

SJD 21/01-05


Nor

thPROJECT


CLIENT









LEGEND & NOTES

Refer to A10 Elevations for window positions and styles.

Flyscreens to be fitted to all openable windows and doors.

Window Schedule

W01

No. Window Size

W02

W03

W04

W05

W06

W07

W08

W09

W10

W11

W12

W13

W14

1500H x 1810W

600H x 1810W

2100H x 1810W

1800H x 810W

1800H x 810W

1800H x 810W

1800H x 610W

1200H x 1510W

600H x 1510W

1500H x 1810W

900H x 1510W

1800H x 2110W

Setout

Sill @ 600Head @ 2100

Sill @ 900Head @ 2100

Sill @ 300Head @ 2400

Sill @ 300Head @ 2100

Sill @ 1200Head @ 2100

Sill @ 1500Head @ 2100

Sill @ 600Head @ 2100

Sill @ 1500Head @ 2100

Sill @ 300Head @ 2100

Sill @ 300Head @ 2100

Sill @ 300Head @ 2100

Sill @ 900Head @ 2100

(to be read with A4 Glazing Calculator document)

1.98m2

1.82m2

3.40m2

1.06m2

1.06m2

1.06m2

0.21m2

1.49m2

Operation

Awning

Awning

Fixed

Awning

Awning

Sliding

Awning

Awning

Awning

Sliding

Awning

0.75m2

2.30m2

1.08m2

2.32m2

All frames to be powdercoated aluminium, colour: Woodland Grey

Natural Light and VentilationPART 3.8.4 LIGHT Minimum 10% of the floor area of a habitable room required (natural light).

PART 3.8.5 VENTILATION Minimum 5% of the floor area of a habitable room required.(An exhaust fan may be used for a sanitary compartment, laundry or bathroom providedcontaminated air discharges directly to the outside of the building by way of ducts).

Room

Living/Kitchen/Dining

Bedroom 1

Bedroom 2Bedroom 3

Area

55.41m2

16.6m2

12.08m212.25m2

W11, W12W13, SD1W01, W02

W05W09

Lightrequired

5.54m²

1.66m2

1.21m21.23m2

Lightachieved

10.67m2

3.75m2

2.97m22.97m2

Ventilationrequired

2.77m2

0.83m2

0.61m20.62m2

Ventilationachieved

4.47m2

2.79m2

1.10m21.10m2

Opening size Glass Values Glass Type

Clear double glazing











Frame

Aluminium

Orientation

South

South

East

East

West

Notes

Glazing requirement as outlined in the attached Glazing Calculator can beachieved with the following within a thermally broken aluminium frame:

Type GlazingAwningSlidingSliding door

4Clr / 12 / 4Clr4Clr / 12 / 4Clr4Clr / 12 / 4Clr

UValue4.34.34.0

SHGC0.550.550.61

Alternative options from glazing supplier may be presented to the Designer andBuilding Surveyor in the form of a new Glazing Calculator.

Glazing types available in Tasmania can be accessed at www.wers.net.

Shower screens1800H Semiframeless shower screens to comply with BCA Table 3.6.5. &AS1288. Minimum 4mm thick Grade A toughened safety glass, labelled tocomply with industry standards.

Opaque bandsWhere glazed doors or side panels are capable of being mistaken for adoorway or opening, the glass must be marked to make it readily visible asfollows: Marking in the form of an opaque band not less than 20mm in height; The upper edge is not less than 700mm above the floor; The lower edge is not more than 1200mm above the floor.

Flashings to wall openingsAll openings must be adequately flashed using materials that comply withAS/NZS 2904.Refer to drawing A05 for window head and sill details. Flashing to be installedwith glazing manufacturer's specifications for brick veneer construction.

ALL GLAZED WINDOW & DOOR ASSEMBLIES IN EXTERNAL WALLS TOCOMPLY WITH AS 2047. ALL OTHER GLASS TO COMPLY WITH AS 1288.

Windowno.

SELECTED ALUMINIUM FRAMED WINDOWS NCC Volume 2 Part 3.6powder coated aluminium window & door frames, unless otherwise noted.Tasmanian oak reveals and trims. all flashing and fixings tomanufacturers specifications.

glazing & frame construction to AS 2047 & AS 1288all fixings and flashings to manufacturers requirements

· WIND CLASSIFICATION AS4055 Wind Design: N3 50m/s· TERRAIN CATEGORY: T2 (no shielding)· SERVICEABILITY DESIGN & WIND PRESSURE: 1000· WATER RESISTANCE: 150

Awning

D01 2100H x 3610W Sill @ FLHead @ 2100

Sliding door 6.42m2 UValue = 4.0SHGC = 0.61

Clear double glazed Grade Atoughened laminated safety glass

West Opaque band(see Typical Notes)


W03

Bedroom 4 12.35m2 W10 1.24m2 2.97m2 0.62m2 1.10m2



Aluminium

Aluminium

Aluminium

Aluminium

Aluminium

Aluminium

Aluminium

Aluminium

Aluminium

Aluminium

Aluminium

Aluminium

Aluminium

Aluminium

South

West

South

South

East

West

West

West

East

W15

1800H x 2110W Sill @ 300Head @ 2100

Awning 2.32m2 Clear double glazing Aluminium East

W16

1800H x 2110W Sill @ 300

Head @ 2100

Awning 2.32m2 Clear double glazing Aluminium East

900H x 610W Sill @ 1200Head @ 2100

Sliding 0.21m2

1200H x 1810W Sill @ 900Head @ 2100

1.82m2Awning

D02 2100H x 2610W Sill @ FLHead @ 2100

Sliding door 5.15m2 Clear double glazed Grade Atoughened laminated safety glass

West Opaque band(see Typical Notes)

Aluminium

W17

W18

600H x 1810W Sill @ 900Head @ 2100

1.82m2Awning UValue = 4.3SHGC = 0.55

Clear double glazing Aluminium East

600H x 1810W Sill @ 900Head @ 2100

1.82m2Awning Clear double glazing Aluminium East

UValue = 4.0SHGC = 0.61



















DRAWING

GLAZING DETAILS

DRG. No.

SJD 19/20-06


TAS 7249

6343 2183 0418 137 246



CONCEPT OWNERDESIGN S. JORDANCHECKED OWNERDATE FEBRUARY 2020SCALE N/ASHEET 6 of 28

PROJECT


CLIENT


Roof sarking to comply with AS/NZS 4200. Sarking installation to bein accordance with manufacturer's recommendations for selected roofcoverings. Consideration must be given to the use of vapourpermeable sarkings for condensation control. Moisture must have aclear unimpeded path of travel to the gutter in all cases.

Bulk insulation directly above ceiling. Minimum100mm distance from top of uncompressedinsulation to roof sarking at the lowest point.

70 x 35 MGP12 battens at max. 900mm centres.

0.42 Colorbond custom orb roofsheeting at 22.5deg. pitch.

Foam filler to suit roofing profile.10mm plasterboard ceiling.55mm coved cornice.

Rondo 129 furring channelat 450mm centres.

FIRSTFLOOR

Vapour permeable wall wrap installed as permanufacturer's details. Lap over colorbondflashing for effective cavity drainage.

19mm Structaflor Yellowtongue glued and screwedto joists. No.10 x 50mm countersunk screws at150mm crs at edges and 300mm elsewhere.

J1 floor trusses

Lysaght quad gutter in selected colorbond finish.

Lysaght 'Novaline' fascia.

4.5mm thick Hardiflex eaves lining fixedto 70 x 35 F5 trimmers. Paint finish.

CSR Bradford (or equivalent) poly eavevents @ 1800mm centres installed as permanufacturer's recommendation.

Panels butt jointed vertically to be installed strictly inaccordance with manufacturer's instruction manual.

10mm deflection gap.Folded 0.48 colorbond flashing.

Plasterboard ceiling.

GROUNDFLOOR

50mm cavity width. Keep cavity clean byeither suspending a timber batten and raisingas work progresses, OR leave out a blockevery 1500mm along cavity bottom and hoseout mortar regularly.

110mm thick brickwork construction asdescribed in the notes beside.

Wall tie down: refer to drawing A06 for options.

DPC & weepholes. Half height block.

Vapour permeable wall wrap.

ORG rim to be minimum 150mmbelow lowest sanitary fitting.

Ground to be graded away frombuilding (typical on all sides).

Slip joint.

20mm foam lagging on all sites up

UPVC waste pipe (where applicable) topass through middle third of footing.

01 TYPICAL WALL SECTION DETAILscale 1:20

to Class 'H'. Use 40mm on Class'E' sites. Alternatively, use sleeveswhich permit equivalent movement.

MASONRY CONSTRUCTION

Bricks and BricklayingBrickwork sizes for this building are: 230 x 76 x 110th and blockwork 390 x 190 x 140th, asnominated on the plans and elevations. Finish is split face designer block.All masonry to be laid in stretcher bond with ironed joints. (Inside of subfloor walls and rear ofretaining walls may have flush joints). Blocks must be kept dry on site and should be laid with thethicker part of the shell uppermost.

JointsHorizontal and vertical mortar joints should be 10mm thick and should be filled with mortar mix asoutlined below.

Mortar MixturesM3 applications (above DPC)1 : 1 : 6 - one part GP cement, one part hydrated lime and six parts block laying sand; or 1 : 0 : 5with methyl cellulose water thickener.M4 applications (below DPC)1 : 1/2 : 41/2 - one part GP cement, 1/2 part hydrated lime and 41/2 parts block laying sand; or 1 : 0 : 4with methyl cellulose water thickener.

Do not use brickies loam.

Control / Articulation Joints10mm wide with compressible backing foam and mastic sealant to AS 3700. Masonry FlexibleAnchors at half height and every 600mm above. Blockwork ties either side of joint back to frame atevery course.As indicated on plans and elevations, or at no more than 6m centres.

Grouting or Blockfill (Retaining Walls)Before pouring grout, all mortar droppings should be cleaned out of the vertical cores. Provideclean out openings at the base of the retaining walls for this purpose. Grout to have a compressivestrength of 20MPa with cement content not less than 300kg per cubic metre. Placed with amechanical vibrator.

Wall TiesR3 Steel ties with 470g/m2 galvanising or better.Approved masonry veneer ties are attached to the timber frame at every stud and at the followinglocations (to comply with AS 3700 clause 4.10):- Not more than 600mm in each direction- Adjacent to vertical lateral supports- Adjacent to control / articulation joints- Around openingsScrew fix masonry veneer ties to outside of timber frame. The first ties at the bottom should be inthe first masonry joint above the timber bottom plate and the last ties at the top should beembedded in the last joint. Double the amount of ties at the top of walls, at intersecting walls andaround door and window openings and articulation joints and below an intermediate floor support.

Damp Proof Course (DPC)Embossed polythene coated aluminium DPC. Laid not less than 150mm above finished ground levelor not less than 75mm above finished concrete paths or paving. DPC should extend to be visible atthe outer face of the wall.

WeepholesProvide weepholes to external leaves of cavity walls in the course immediately above flashings, andcavity fill, and at the bottoms of unfilled cavities.Form: Open perpends with corrosion resistant wire mesh inserts, maximum aperture of 2mm.Maximum spacing: 1200mm.

Sub-floor Vents390 x 190 blockwork vent metal louvred vent @ 1600mm centres, with approved bushfire meshmax. 3mm aperture. Locations as shown on drawing A06, A14 and A15.

Parging & below ground masonry protectionWhere masonry walls are located over footings below ground, the junction between footing andmasonry should be parged with mortar and the parging and masonry up to just below paving surface(or ground level) given at least two coats of bitumenous sealant such as Hydroseal.

2400H2400H

James Hardie Scyon Axon Smooth 133mm verticallygrooved cladding panels.


DRAWING

BUILDING DETAILS

DRG. No.

SJD 20/05-07


TAS 7249

6343 2183 0418 137 246



CONCEPT OWNERDESIGN S. JORDANCHECKED OWNERDATE FEBRUARY 2020SCALE 1:20SHEET 7 of 28

PROJECT


CLIENT


22.5°PITCH

External walls dotted below.

Folded colorbond ridge flashing.

ROOF CLADDING. NCC Volume 2 Part 3.5.1.3colourbond 'Custom Orb' metal sheeting installed in accordance with this part,AS 1562.1 and manufacturers recommendations.

refer to Lysaght roofing & walling Manual for full details on sheet installation,fixings & flashings

· minimum pitch 5 degrees.· corrosion protection in accordance with NCC Table 3.5.1.1.· end lap of sheets 5-15 degrees - minimum 200mm.

above 15 degrees - minimum 150mm.· ridge line valley to be turned up (stop ended).· sheets to be fixed in accordance with NCC Table 3.5.1.5.· reflective foil insulation to be fitted to underside of sheets.

R4.0 insulation batts to roof space above ceiling lining.

recommended fixings for severe exposure conditions to AS 3566Use class 4 materials for severe exposure & stainless steel for very severecoastal environments.

EAVE & SOFFIT CONSTRUCTION N.C.C. Volume 2 Part 3.5.3.5eave width - 450mm design wind speed N2

soffit / eave lined with 'hardiflex' cement sheeting· trimmers located within 1200 mm of external corners to be spaced @ 500 mm

centres, remainder of sheet - 700 mm centres· fastener / fixings within 1200 mm of external corners @ 200 mm centres,

remainder of sheet - 300 mm centres

ROOF FRAMING: N.C.C. Volume 2 - PART 3.5.1.2 & AS20491 colorbond claddingN.C.C. Volume 2 part 3.5.1.3 & AS1397 cladding on 35 x 90 battensat 900crs.2 to be installed strictly to manufacturers instructions usingtrip-l-grip connectors onto top plate.3 provide diagonal strap bracing fixed to top chords of trusses at max angle of 30° toridge.

FASCIA, GUTTERS & DOWNPIPES: N.C.C. Volume 2 - PART 3.5.2fascia, gutters, flashing and downpipes must be manufactured in accordance with -- metal AS/NZS 2179.1- u.p.v.c. AS1273- gutters and downpipe selectionmust be in accordance with N.C.C. Volume 2 part 3.5.2.3 & table 3.5.2.2.- gutter installationmust be in accordance with N.C.C. Volume 2 part 3.5.2.4.(a) with a fall of not less than -(i) 1:500 eave gutters, unless fixed to metal fascias(ii) 1:100 for boxed gutters.(b) eave gutters to be fixed at not more than 1200mm centres.(c) valley gutters on a roof with a pitch -(i) more than 12.5 degreesmust have a width not less than 400mm and roof overhang of not less than 150mmeach side of the gutters.(ii) less than 12.5 degreesmust be designed as a box gutter.- colorbond metal fascia & gutters installed in accordance with manufacturersinstructions.- downpipes - size and installationin accordance with N.C.C. Volume 2 part 3.5.2.5;(i) spacing not more than 1200mm.(ii) fixed with wall brackets not more than 1200mm centres from valley gutters.- lap gutters 75 mm in the direction of flow, rivet & seal with an approved siliconesealant.- valley gutters to be 450mm wide colorbond steel- colorbond steel to match roof.- take 150mm under roof cladding and turn up on both sides.- lap 150mm in direction of flow.

VALLEY GUTTERS - NCC VOLUME 2 Part 3.5.2.4.roof pitch greater than 12.5 degrees - valley gutter 400mm wide MINIMUM. roofcovering to overhang into valley gutter 150mm minimum each side.

GUTTERS & DOWNPIPES. NCC VOLUME 2 PART 3.5.3.2colourbond metal facias, gutters and down pipes.Down pipes maximum spacing 12m.

ROOF CLADDING. NCC VOLUME 2 PART 3.5.1.3colourbond 'Custom Orb' metal sheeting installed inaccordance with AS 1562.1. R4.0 insulation in ceiling.

22.5

°PI

TCH

22.5

°PI

TCH

22.5°PITC

H

22.5°PITCH

90ØDP.

90ØDP.

90ØDP.

90ØDP.

90ØDP.


DRAWING

ROOF PLAN

DRG. No.

SJD 21/05-08


TAS 7249

6343 2183 0418 137 246




Nor

thPROJECT


CLIENT


6157fo

fo

fo

UPPER PLASTERBOARD CEILING

FIRST FLOOR TIMBER FLOOR RL. 5.40

GROUND FLOOR CONCRETE FLOOR RL. 2.33

TOP OF GROUND FLOOR WALL PLATE

WESTERN ELEVATIONscale 1:100

EASTERN ELEVATIONscale 1:100

fo fo fo foo

VENTILATION. BCA VOLUME 2 Part 3.8.5ventilation to be provided to ALL habitable rooms, sanitarycompartment, bathroom showers, laundry and other rooms occupiedby persons.· provide permanently fixed openable windows, doors or similar

with an aggregate openable area of at least 5% of the floor areaof the room.

· openings to open onto a court, open space, verandah, carport orlike.

· ventilation can be shared via an adjoining room where a window,door or similar opening with a openable area of 5% of the floorarea of the room to be ventilated is provided and the adjoiningroom has a openable window, door or similar device opening tothe outside with an openable area of at least 5% of the combinedfloor area of both rooms.

NATURAL LIGHT. BCA VOLUME 2 Part 3.8.4natural light to be provided through windows with an aggregate lighttransmitting area measured clear of the window framing, glazingbars and other obstructions of not less than 10% of the floor area ofthe room.· windows to be positioned for light transmission from the sky a

court, open space, verandah, carport or like.· natural light can be shared via an adjoining room where a

glazed panel or opening with a openable area of 10% of thefloor area of the room to which natural light is to be providedand the adjoining room has windows with an aggregate lighttransmitting area of not less than 10% of the combined floorarea of both rooms.

SANITARY COMPARTMENT. BCA VOLUME 2 Part 3.8.3.3toilet cubicle and fit out to be constructed to ensurea clear space of 1200mm is provided between the closet pan and theNEAREST part of the doorway.

where 1200mm is not achieved the door of a fully enclosed sanitarycompartment must;· open (swing) outwards, or· be a sliding door, or· have escape hinges fitted in accordance with manufacturers

instruction and the door is readily removable from outside thecompartment.

WINDOWSPOWDER COATED SLIDING WINDOWS,ALUMINIUM WINDOW FRAMES.TASMANIAN OAK REVEALS AND TRIMSALL FLASHING AND FIXINGS TOMANUFACTURERS SPECIFICATIONS.

Diagram 10.4.2D. Building Envelope

Diagram 10.4.2D. Building

Envelope

2720

3072

2700

SELECTED COLORBOND CLAD GARAGEDOORS, ALL FIXING & FLASHINGS TOMANUFACTURERS REQUIREMENTS

ROOF CLADDING. NCC VOLUME 2 PART 3.5.1.3colourbond 'Custom Orb' metal sheeting installed inaccordance with AS 1562.1. R4.0 insulation in ceiling.

SELECTED ALUMINIUM FRAMED WINDOWS,GLAZING TO COMPLY WITH AS 1288,ALL FIXING & FLASHINGS TOMANUFACTURERS REQUIREMENTS

SELECTED ALUMINIUM FRAMED WINDOWS,GLAZING TO COMPLY WITH AS 1288,ALL FIXING & FLASHINGS TOMANUFACTURERS REQUIREMENTS

2482

1000

TIMBER FRAMED DECK, SEEENGINEERING DRAWINGS FORALL TIMBER SIZES AND FIXINGDETAILS.

BOU

ND

ARY


20 Richings DriveYOUNGTOWNP.O. Box 243

KINGS MEADOWSTAS 7249

6343 2183 0418 137 246



DRAWING

ELEVATIONS

DRG. No.

SJD 21/01-09


PROJECT


CLIENT


UNREINFORCED MASONRY CONSTRUCTION. BCA VOLUME 2 Part 3.3.190mm wide articulated brick veneer external walls

masonary units classification for exposure condition:-PROTECTED (PRO) suitable for use in;· coated, rendered and internal· walls above damp proof course and· walls below roofs eaves, copings or toppings.

GENERAL PURPOSE (GP) suitable for;general use EXCEPT for areas listed under Exposure Class (EXP)

EXPOSURE CLASS (EXP) suitable for ALL conditions including;· below damp proof course including areas of salt attack & salt damp· coastal exposure - salt attack from salt spray· exposure to heavy atmospheric pollution· retaining walls &· walls subject to regular cyclic freeze and thaw conditions.

Construction to be erected in accordance with AS 3700.

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o

f

o

f

fo

fo

oo

f o

SELECTED ALUMINIUM FRAMED SLIDINGDOORS, GLAZING TO COMPLY WITH AS 1288,ALL FIXING & FLASHINGS TO MANUFACTURERSREQUIREMENTS.

SD.

f o

SD.

NORTHERN ELEVATIONscale 1:100

SOUTHERN ELEVATIONscale 1:100



f o

SD.

GUTTERS & DOWNPIPES. NCC VOLUME 2 PART 3.5.3.2colourbond metal facias, gutters and down pipes.down pipes maximum spacing 12m & 1.2m from a valley.

MASONRY CONSTRUCTION. BCA VOLUME 2 PART 3.3.1.1articulated brick veneer construction to be erected inaccordance with AS 3700.

GLAZING. NCC VOLUME 2 PART 3.6.all glazing surrounding the bath mustconform with part 3.6.9 & Table 3.6.5.

FOOTINGS. NCC VOLUME 2 PART 3.2, AS 2870.1Refer to Engineers drawings for all concrete footingconstruction & timber flooring member sizes.

SELECTED REINFORCED CONCRETERETAINING WALL BUILT IN ACCORDANCEWITH ENGINEERING DRAWINGS.

BOU

ND

ARY

BOU

ND

ARY

BOU

ND

ARY

2911

line of existing ground at bounda

ry

top of proposed retaining wallalong northern boundary

max

.14

00

line of proposed driveway

BOU

ND

ARY

4000


20 Richings DriveYOUNGTOWNP.O. Box 243

KINGS MEADOWSTAS 7249

6343 2183 0418 137 246



DRAWING

ELEVATIONS

DRG. No.

SJD 21/01-10


PROJECT


CLIENT


1150

150 300 700

1900

1450

250

200



TAS 7249

6343 2183 0418 137 246




DRAWING

RETAINING WALL DETAILS

DRG. No.

SJD 21/01-29

PROJECT


CLIENT


NORTHERN BOUNDARYRETAINING WALL

AutoCAD SHX Text3-N12 BARS AS SHOWN

AutoCAD SHX TextMIN 100kPa BEARING CAPACITY

AutoCAD SHX TextAPPROVED FIRM FOUNDATION

AutoCAD SHX Text3-SL11TM BOTTOM

AutoCAD SHX TextN12-400

AutoCAD SHX Text600 LAP


AutoCAD SHX TextSL82 MESH

AutoCAD SHX Text90%%C DRAINCOIL OR SLOTTED PIPE OR

AutoCAD SHX TextGRADE TO & CONNECT TO S/W

AutoCAD SHX TextSTRIP DRAIN WRAPPED IN FILTER SOCK

AutoCAD SHX TextMIN 1 : 100


AutoCAD SHX TextBACKFILL WITH FREE DRAINING MATERIAL

AutoCAD SHX Text1500 HIGH COLORBOND

AutoCAD SHX TextFENCE - 200mm FROM

AutoCAD SHX TextTITLE BOUNDARY

AutoCAD SHX TextFINISHED DRIVEWAY

AutoCAD SHX Text1900 COUNCIL FOOTPATH

AutoCAD SHX Text100%%C WATER MAIN

AutoCAD SHX Text150%%C SEWER MAIN


AutoCAD SHX Text6 CHERYL COURT


AutoCAD SHX Text5 CHERYL COURT

AutoCAD SHX Text190THICK CONCRETE BLOCKS

AutoCAD SHX TextCORE FILL WITH SS20 (10mm MAX AGG)

AutoCAD SHX TextZONE OF

AutoCAD SHX TextINFLUENCE

Application%20Form%20and%20Title[1].pdf (p.1-8)2 Planning Application - 6 Cheryl Court Sgn.pdf (p.1-3)3 Title - 6 Cheryl Court.pdf (p.4-8)FolioText-110230-14FolioPlan-110230-14ScheduleOfEasements-110230-14

Location%20Plan[1].pdf (p.9)4 Revised Planning Design Plans - 6 Cheryl Court 18-01-2021 1.pdf (p.10-21)6 Cheryl Court - SJ - 18-01-2021 1-1 Site PlanSheets and Views1 Site Plan

6 Cheryl Court - SJ - 18-01-2021 1-2 Plumbing Site PlanSheets and Views2 Plumbing Site Plan

6 Cheryl Court - SJ - 18-01-2021 1-3 Layout PlanSheets and Views3 Layout Plan

6 Cheryl Court - SJ - 18-01-2021 1-3 Retaining Wall Site PlanSheets and Views3 Retaining Wall Site Plan

6 Cheryl Court - SJ - 18-01-2021 1-4 Lower Floor PlanSheets and Views4 Lower Floor Plan

6 Cheryl Court - SJ - 18-01-2021 1-5 Upper Floor PlanSheets and Views5 Upper Floor Plan

6 Cheryl Court - SJ - 18-01-2021 1-6 Glazing DetailsSheets and Views6 Glazing Details

6 Cheryl Court - SJ - 18-01-2021 1-7 Building DetailsSheets and Views7 Building Details

6 Cheryl Court - SJ - 18-01-2021 1-8 Roof PlanSheets and Views8 Roof Plan

6 Cheryl Court - SJ - 18-01-2021 1-9 ElevationsSheets and Views9 Elevations

6 Cheryl Court - SJ - 18-01-2021 1-10 ElevationsSheets and Views10 Elevations

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