DEVELOPMENT APPLICATION - City of Clarence...2019/04/10 · Box 96, Rosny Park, 7018 or by electronic mail to [email protected]. Representations must be received by Council

DEVELOPMENT APPLICATION

D-2019/63

APPLICANT: Wilson Homes

PROPOSAL: Dwelling

LOCATION: 4 Bindara Road, TRANMERE

RELEVANT PLANNING SCHEME: Clarence Interim Planning

Scheme 2015

ADVERTISING EXPIRY DATE: 10 April 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 10 April 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 [email protected]. Representations must be

received by Council on or before 10 April 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.

No.1234567891011121314151617181920

NAMECOVER SHEETSITE PLANGROUND FLOOR PLANSUB FLOOR PLANELEVATIONS / SECTIONELEVATIONSDOOR & WINDOW SCHEDULESCALCULATION & SCHEDULESBRICK COURSING & WINDOW FLASHING DETAILSGROUND FLOOR ELECTRICAL PLANSUB FLOOR ELECTRICAL PLANDRAINAGE PLANROOF DRAINAGE PLANKITCHEN DETAILSBATHROOM DETAILSENSUITE DETAILSLAUNDRY DETAILSGENERAL NOTESBAL LOW SPECIFICATIONSBUSHFIRE PRONE AREA BUILDING ACT 2000

THIS PLAN ACCEPTED BY:

PLEASE NOTE: NO VARIATIONS WILL BEACCEPTED ON THIS PLAN AFTER SIGNING

SIGNATURE:

DATE:

INCLUSIONS

•

BUILDING INFORMATIONGROUND FLOOR CEILING HEIGHT 2400mm

ROOF PITCH (U.N.O.) 23°

ROOF MATERIAL SHEET METAL / MEDIUM COLOUR

ROOF INSULATION R4.1 BATTS + SARKING

WALL MATERIAL BRICK VENEER

WALL INSULATION R2.0 BATTSFLOOR INSULATION R1.0 POLYSTYRENE WAFFLE POD

AIRCELL INSULATION TO FIRST FLOOR

ENGINEERING & SITE INFORMATIONDESIGN CRITERIAWIND RATING

H-1SITE CLASSIFICATION

SLAB CLASSIFICATION TO ENGINEERS SPECIFICATIONS

TERRAIN CATEGORY TC2.5

SHIELDING CLASSIFICATION

T2

DESIGN WIND GUST IS 50m/sBUSHFIRE ATTACK LEVEL IS BAL LOW

CLIMATE ZONE: 7, REGION A

TOPOGRAPHIC CLASSIFICATION

NS

INCLUSIONS

• ASPIRE NEXTGEN INCLUSIONS• ACTRON AIRCONDITIONING SYSTEM

TOTAL FLOOR AREASDECKGARAGELIVINGPORCHSUBFLOOR SPACE

46.9339.81

214.448.12

73.61382.91 m2


46.9339.81

214.448.12

73.61382.91 m2

TITLE:CT.173669-66

SITE LOCATION

SHEET INDEX

LOCATION MAP

No. AMENDMENT SHEET DATE DRAWN CHECK

1 CT PLANS ALL 2018.09.05 BGU -

CT3 PLAN SET

N-2

2 CT2 PLANS. PLANS AMENDED AS PER CLIENT REVIEW @ WILSON HOMES 21.09.2018 ALL 2018.09.24 DDI -

3 COLUMN TO CENTRE OF SUBFLOOR SPACE ALL 2018.10.08 DDI -

4 DRIVEWAY BY OWNER ALL 2018.10.09 DDI -

5 CT3 PLAN SET. SUB FLOOR WINDOW CHANGED TO 1227. STAIR BALUSTRADE CHANGED TO SS HANDRAIL + WIRE BALUSTRADE ALL 2018.10.29 DDI -

6 DA PLANS ALL 2018.11.26 BGU -

DA PLAN SET

7 DA PLANS. GARAGE PAD LEVEL & DEB ADDED. FIRST FLOOR PAD LEVEL REMOVED. 2,3,5,6 2018.11.27 DDI -

8 DA PLANS. SECOND CROSSOVER ADDED. PORCH EXTENDED 500mm TO STREET. PLANTER ADDED TO PORCH. 2,3,5,6,12 2018.12.11 DDI -

9 PLANTER EXTENDED TO WRAP AROUND PORCH. ADDITIONAL GRATE AND PIT ADDED TO LOWER GARAGE AT CLIENT REQUEST. 2,12 2019.01.10 AEX -

10 DWELLING ROTATED 2 DEG. CUT BATTER TO SUB FLOOR CHANGED TO 1:2, CUT PAD EXTENDED TO 1500mm. ALL 2019.03.16 DDI AEX

This Plan has been prepared prior to the receipt of one or more of the following documents:- Certific

ate of Title inclusive of

lot specific zoning, easement and covenant documents, BAL report and rating, approved subdivision plans providing

crossover locations and service connection points, power and communications connection point information, Geotechnical

Site Investigation, Contour Survey, Dial Before You Dig Information.

Wednesday, 20 March 2019

DRAWING DRAWN

6 DA PRELIM PLAN BGU 2018.11.23

7 DA PRELIM PLAN - REFER COVER PAGE DDI 2018.11.27

8 DA PLANS - REFER COVER PAGE DDI 2018.12.11

9 DA PLAN - REFER COVER PAGE AEX 2019.01.10

10 DA PLAN - REFER COVER PAGE DDI 2019.03.16

5 CT3 PLANS. REFER COVER FOR AMENDMENTS DDI 2018.10.29

4 CT2 PLAN - DRIVEWAY BY OWNER DDI 2018.10.09

3 CT2 PLAN DDI 2018.10.08

2 CT2 PLANS AMENDED. REFER COVER FOR DETAILSDDI 2018.09.24

1 CT PLAN BGU 2018.09.05 ---

H-

F-Balinese Tropicana

COVER SHEET

Garden Retreat One - ModifiedFACADE DESIGN:

SHEET TITLE:

HOUSE DESIGN:

SHEET No:

HOUSE CODE:

SCALES:

FACADE CODE:

www.wilsonhomes.com.au - ©

66

1736694 BINDARA ROAD

TRANMERE

MR RAY CURRAN & MRS MYCHELLE CURRAN

7018 -CLARENCE

ADDRESS:

SUBURB:

CLIENT:

COUNCIL: SECTION No:POSTCODE:

DP No:

LOT No:

711753

DO NOT SCALE DRAWINGS, USEFIGURED DIMENSIONS ONLY. CHECK

AND VERIFY DIMENSIONS AND LEVELSPRIOR TO THE COMMENCEMENT OF ANY

WORK. ALL DISCREPANCIES TO BEREPORTED TO THE DRAFTING OFFICE.

Wednesday, 20 March 2019© WILSON HOMES TASMANIA PTY LTD (ABN 96 126 636 897). THIS DRAWING IS AN ORIGINAL ARTISTIC WORK WITHIN THE MEANING OF THE COPYRIGHT ACT 1968 (CTH). WILSON HOMES TASMANIA PTY LTD IS THE OWNER OF COPYRIGHT IN THIS DRAWING. YOU HEREBY AGREE ANDUNDERTAKE THAT YOU WILL NOT IN ANY WAY REPRODUCE, COPY, MODIFY, USE OR TAKE ADVANTAGE OF THE DRAWING TO BUILD A HOUSE BASED ON THIS PLAN (WHETHER IN WHOLE OR IN PART) WITHOUT THE PRIOR WRITTEN CONSENT OF WILSON HOMES TASMANIA PTY LTD.

Temp

late V

ersio

n: 19

.016

1 / 20

THIS DWELLING IS BEING CONSTRUCTED IN A BAL LOW AREA(RESTRICTIONS FOR CONSTRUCTION METHODS/ MATERIALS APPLY. REFER TO NOTES)

RL 35.865CUT 0.037FBW 0.172

RL 35.056CUT 0.085FBW 1.029

RL 34.861CUT 0.061FBW 1.200

RL 34.700CUT 0.072FBW 1.372

RL 33.018CUT 0.018FBW 3.000

RL 33.039CUT 0.039FBW 3.000

RL 33.166CUT 0.080FBW 2.914

RL 33.474CUT 0.046FBW 2.572

RL 34.115CUT 0.001FBW 1.886

RL 34.901CUT 0.015FBW 1.114

RL 35.398CUT 0.084FBW 0.686

SUBFLOOR PAD LEVEL33.295

PAD RL 36.0004,173

5,745

5,890

6,962

2,207

4,331

6,2974,5

57

4,000

FALLS

FALLS

RAISED PLANTER

DRIVEWAY FILL BATTER @ 1:4

PROPOSEDRESIDENCEFFL 36.380

GARAGEFFL 36.380

P1

P2

CUT

DEB(

2314

h)

DEB(2314h)

1 8 °1 2 '0 0 " 3 2 .3 7

97°54 ' 20 .311 9 1 °2 1 ' 2 2 .9 5

108°13'23.97

1 9 2 °4 6 ' 1 3 .2 7

3 2

3 3

3 4

34

3 5

35

36 37 3838 .1 63 5 .3 2

3 2 .0 0 3 2 .3 3

3 4 .7 8 3 5 .0 73 5 .9 5

3 6 .8 33 7 .3 8

3 8 .3 03 9 .3 4

3 9 .4 8

3 8 .2 6

3 8 .1 9

37 .9 537 .4 13 7 .6 6

3 7 .7 03 6 .9 8

3 6 .0 93 5 .0 3

34.51

C .T .173669 -66759m ²

33

3637

Pe g

P e g

P e g

P e g

P e g

Conc r e t eConc r e t e

Powe r b o x

S topva l veS topva l ves

Comms p i t

P h o n e & wa te r connec t i ons

SW connec t i o n I .V . 3 1 .1 6

Sewe r connec t i on I .V . 3 0 .9 9

SW man h o l e I .V . 3 3 .3 8

Sewe r manho l e I .V . 3 2 .8 5

SW I.O I.V . 3 3 .7 7Sewe r manho l e I .V . 3 3 .0 8

B .M . Na i l i n manho le

R .L . 3 4 .94 A .H .D .

P ipe l ine & Serv i ce & D ra i nage Easemen t 'D ' 3 .00 w ide

1 5 0 m m s e w e r l i n e3 0 0 m m S W l i n e

Binda ra Road

4.0m

REAR

S ONTAGE SETBACK LINE

1.5m SIDE SETBACK LINE

1.5m SIDE SETBACK LINE

APPROX.CONC.D'WAYBY OWNER

168m² TO KERB149m² TO BDY



MIN DISTANCE OF DWELLING FROM SW LINE

MIN DISTANCE OF DWELLING FROM SEWER LINE

RL 34.615CUT 1.320

RL 34.743CUT 1.448

SUBFLOOR SPACE FFL33.555

3,1222,167

150mm TURNDOWN TOSLAB &1:4 FILL BATTERTO DRIVEWAY

NEW CROSSOVER AND LEAD-IN TO BECONSTRUCTED TO LGAT STANDARD DRAWING -URBAN ROADS AND DRIVEWAYS TSD-R14-v1 ANDASSOCIATED DETAILS AND SPECIFICATIONS

150mm TURNDOWN TOSLAB &1:4 FILL BATTER

TO DRIVEWAY

TRAFFICABLE 150mm GRATEDDRAIN AND 450mm GRATED PIT

RETAINING WALL TODWELLING & PLANTER TOHEIGHT OF BATTER

DP 173669DRAWN: ###DD.MM.YYYY

30° EAST

30° WESTN

RRAN & MRS MYCHELLE CURRANDP 173669

DRAWN: ###DD.MM.YYYY

LOT 66759m²

LIVING + PATIO +AFLRESCO + GARAGE

293.11m²SITE COVERAGE

38.6%

Fill Volume (m³)0.03

Cut Volume (m³)105.77

105.74 m³ EXPORT



SIGNATURE:

DATE:

ZONE: 10.0 GENERAL RESIDENTIAL260m FROM CALM WATER (TRANMERE)

BDY

0.4503.500 0%

2.000-12.5%

5.000-21.3%

2.000-15%

12.950-11.6%

AUSTRALIAN STANDARD (Standard Down Profile)

MINIMUM FFL 33.370

INVERT RL 35.060

35.150 TOK35.15034.900

33.835

GARAGE FFL 33.555

BDY

0.4503.500 0%

2.000-12.5%

2.900-23.8%

2.000-15%

10.850-10.4%

AUSTRALIAN STANDARD (Standard Down Profile)

MINIMUM FFL 36.345

INVERT RL 37.510

37.600 TOK37.60037.350

36.660

GARAGE FFL 36.380

LOWER DRIVEWAY (SUBFLOOR)Scale: 1:100

UPPER DRIVEWAY (GROUND FLOOR)Scale: 1:100

CUT/FILL CALCULATIONS

WIND CLASSIFICATIONWITHIN 1 KM. OF BREAKINGSALT WATERWITHIN 100 M. OF SALTWATER

N-2

N

N

CUT/FILL CALCULATIONS REFERTO SUBFLOOR SPACE. NOTINCLUDING THE AMOUNT OF FILLNEEDED FOR THE PROPOSEDDRIVEWAY.

COMMON NOTES:- DISCRETIONARY APPLICATION: LIVING AREA WINDOWS NOTWITHIN 30deg OF NORTH. DECK INFRINGES ON REAR SETBACK- FRONT SETBACK MIN. 4.5m- REAR SETBACK MIN. 4.0m- SIDE SETBACK MIN. 1.5m- CUT MAX. 2m WITH 1:2 BATTERS- FILL MAX. 600mm WITH 1:2 BATTERS

[ESTATE] DESIGN GUIDELINES APPLY:- CONFIRM SETBACKS / BUILDING FORM / MATERIALS ETC.

LAND IS SUBJECT TO:- ZONING WITH SPECIFIC CONTROLS THAT MAY APPLY

Wednesday, 20 March 2019 1:200

DRAWING DRAWN








3 CT2 PLAN DDI 2018.10.08


1 CT PLAN BGU 2018.09.05 ---

H-


SITE PLAN


SHEET TITLE:

HOUSE DESIGN:

SHEET No:

HOUSE CODE:

SCALES:

FACADE CODE:


66


TRANMERE


7018 -CLARENCE

ADDRESS:

SUBURB:

CLIENT:


DP No:

LOT No:

711753





Temp

late V

ersio

n: 19

.016

2 / 20


REFER TO SHEET 1 (COVER SHEET) FOR ALLBUILDING INFORMATION REGARDING:

- SUSTAINABILITY REQUIREMENTS- SITE CLASSIFICATION- GENERAL BUILDING INFORMATION



SIGNATURE:

DATE:

FH

FH

FH

(G-R

OBE-

0007

)

1

2

3

4

5

6

7

8

9

10

11

12

13

UP

AC PADHWS

FCFCFCFC

FC

FC

FC

1800

NEW

BURY

ISLA

ND P

LUS

WS

WF1212

W13

WFW0627

W14

1200 SS

820

770

1000 SS

2 x 520

820

2180x3370 404 BI-FOLD

D04

W1006

W11

W1460x700

W12

W/F2090x610

W10

770

770

2 x 620

#720

SSF2

158x

3228

D05

W1506

W09

W1506

W08

WF1

216

W07

F1160x2200

W06

820

82015

10 S

SS/O 2448

3 x SLIDING

3 x SLIDINGS/O 2448

F2080x2170

W05

PAINTED FC SHEETOVER CORNER JOININGDOORS DUE TO LACK OFSUPPORT FOR BRICKWORK

BO3487 SO3667 2180x3567 505 BI-FOLD

D03

BO22

27 S

O240

7 21

80x2

307 3

30 B

I-FOL

D

D02

820

W/F2090x850

W04

820

)12

67 (

1200D0

1

W/F

1809

W01

W/F

1809

W03

W/F

1809

W02

770 C

SD# 77

0

2125

MAX

HEI

GHT

SECT

IONA

L OVE

RHEA

D DO

ORW

ITH

120m

m H

IGH

REBA

TE +

AUT

O DO

ORCO

NTRO

LLER

2155

BUL

KHEA

D OV

ER

2155

BUL

KHEA

D TO

FRID

GE S

PACE

970

DESK

(D-DESK-009)

WM

960

950

12CL30

1270

2155 BULKHEAD OVER

WC WCWC

MANHOLE

18CL40

1870

1200

1000

WC

WC

WC

FAN

COIL

UNIT

RETURN AIRGRILLE

AJ

AJ

AJ

AJ

AJ

AJ

AJ

AJ

AJ

AJ AJ AJ

AJ

SDP

SDP

SDP

SDP

SDP

SDP

SDP

MAINS WATERYARD TAP

MAIN

S W

ATER

YARD

TAP

SDP

SDPSDP

240 2,550 ROBE 90 5,410 HALL 90 3,840 BED 2 90 3,700 HOME THEATRE 90 6,000 GARAGE 230 1,850

1,505

240

510

903,5

00 B

ED 2

904,4

85 K

ITCH

EN24

02,6

90

450 EAVES 240 3,600 BED 4 90 3,865 FAMILY/ LIVING 180 4,150 KITCHEN 180 1,865 WIP 90255

90 1,405 90 6,000 GARAGE 230 1,850

1,505

240

4,100

BED

290

4,485

KIT

CHEN

240

3,205

450 E

AVES

240

2,890

BAT

H90

1,120

905,4

00 F

AMILY

/ LIV

ING

240

2,290

240

1,415

WC

902,5

95 H

ALL

905,4

0024

0

1,505

240

2,410

LDRY

9040

0 901,1

1090

1,505

240

2,900

BED

390

51090

510

903,0

00 B

ED 4

904,6

00 G

ARDE

N RO

OM24

0

5,150

1,570

1,462

3,228

950

13,86

5 O/A

240 3,600 BED 3 90 1,600 LDRY 90 940 90 2,480 BATH 90 3,000 BED 2 90

90 1,610 90 1,300 90

590 610 1,670 610 1,245 610 454 610 1,892 700 430 1,210 2,205 2,650 375 6,470 1,850

15,860 6,470 1,850

24,180 O/A

1,505

240

4,100

HOM

E TH

EATR

E90

1,705

WIP

9099

090

4,300

DIN

ING

240

450 E

AVES

902,7

85 W

IP90

240

6,000

GAR

AGE

901,6

30 E

NTRY

902,3

45 W

IR90

2,625

ENS

240

240

1,330

POR

CH 240

4,500

MAS

TER

SUIT

E24

056

0

840

4,800

872

1,267

742

850

590

850

590

850

540

560

6,480

1,330

4,980

560

240 3,600 GARDEN ROOM 90 8,285 90 1,865 90 5,845 240 3,835

240 3,600 90 11,830 90 2,450 WIR 90 3,700 MASTER SUITE 240 1,850

90 4,280 FAMILY/ LIVING 240 3,570 240 3,500 DINING 90 2,450 ENS 240

955 2,200 1,395 3,370 673 3,427 910 2,170 2,240 850 350 3,790 1,850

4,080 4,370 3,570 6,520 3,790 1,850

240 6,000 GARAGE 230

13,35

0 O/A

9030

590

1,630

180

4,995

2,245

3,000

7,000

1,065

1,000

1,245

8,330

1,605

1,150

630

400

90

600

9051

090

510

90

1,850 250 EAVES

250 E

AVES

590

2,890

590

250

1,8501,985

980

1,2553,800

300

450

450

A9 5A9 5

BEAM OVER TOMANUF. SPECS

DISPLAY PLINTH2155 HEAD 400 SILL(D-FEAT-GRT01)

MIN.

1m H

IGH

SELE

CTED

GLAS

S BA

LUST

RADE

10.17

m2 CON

CRET

E LA

NDIN

G

COFFERED CEILING TODETAIL D-PIER-BRIC005

(FOR WILSON HOMES)

COFFERED CEILING TODETAIL D-PIER-BRIC005(FOR WILSON HOMES)

WINDOW IN WET AREA ZONE TO BECONSTRUCTED IN ACCORDANCE WITH AS.3740

AND DETAIL D-WIND-ALU001

BEAM OVER TOMANUF. SPECS

FINAL LOCATION DEPENDENTON TRUSS LAYOUT DESIGN

MIN 1.0M HIGH SELECTEDGLASS BALUSTRADE

TIMB

ER S

TAIR

S

VOID

90 DEGREE CORNERBIFOLD AS PER DETAILD-DOOR-EXT002

70mmSETDOWN

ACRYLIC BAG & PAINT FINISH TOARTICULATED BRICKWORK

590 x

350m

m BR

ICK

PIER

WIT

HBO

XED

STUD

TO

CORE

230m

m BR

ICKW

ORK

SUPP

ORTE

DON

200m

m T-

BARS

(SEE

DET

AIL)

SHS COLUMNS FROM LOWERLEVEL TO SUPPORT ROOF (TO

ENGINEER'S DETAIL)

MB

(TIMBER DECK)

(PB)

(TIMBER DECK)

(PB)

2R+G = 550-700RISERS 115-190GOINGS 240-355

BATHLDRY

HOMETHEATRE

BED 2

ROBE

REF

FAMILY/LIVING

ALFRESCOGRANDE

LINEN

BED 3

ROBE

BED 4

ROBE

GARDENROOM

KITCHENWIP

ENTRY

GARAGE

ENS

MASTERSUITE

WIR

PORCH

DINING

DECK

BELOW DECKING AREA

FRAMED BULKHEAD TOKITCHEN CUPBOARDS 2287OFF FFL AND 310 FROMWALL (D-FRAM-BULK008) MWS FC FC DWS 4D

FC

BREAKFAST BAR

PROVIDE CONDUITTO ISLAND BENCH

600

1,245

1,200

30° EAST

30° WESTN

CDP

SDP


46.9339.81

214.448.12

73.61382.91 m2

ALL DIMENSIONS ARE FRAME DIMENSIONSGASGAS BAYONET

AJ BRICK ARTICULATION JOINT

3D DENOTES DRAWER SIDE

L.B.W LOAD BEARING WALL

THIS DOOR OPENS FIRST

SMOKE ALARM

LIFT OFF HINGE#

FLOOR PLAN LEGEND

EXHAUST FAN

WATER POINT

HOB SPOUT / WALL SPOUTHS / WS

WP FRIDGE WATER POINT

FACE BRICK / COMMON BRICK

HEBEL

SOUND INSULATION

CHARGED DOWNPIPE DIRECTED TOTANKSTANDARD DOWNPIPE DIRECTED TOSTORMWATER DISCHARGE

REFER TO DOOR & WINDOW SCHEDULESSHEET FOR FULL DETAILS OF ALL DOORSAND WINDOWS.

REFER 'BRICK COURSING AND WINDOWFLASHING' SHEET FOR BRICK COURSINGDETAILS


DRAWING DRAWN








3 CT2 PLAN DDI 2018.10.08


1 CT PLAN BGU 2018.09.05 ---

H-


GROUND FLOOR PLAN


SHEET TITLE:

HOUSE DESIGN:

SHEET No:

HOUSE CODE:

SCALES:

FACADE CODE:


66


TRANMERE


7018 -CLARENCE

ADDRESS:

SUBURB:

CLIENT:


DP No:

LOT No:

711753





Temp

late V

ersio

n: 19

.016

3 / 20






SIGNATURE:

DATE:

30° EAST

30° WESTN

2125 MAX HEIGHT SECTIONALOVERHEAD DOOR

WFW1224

W15820 (867)

D06

770 (817)

D07

#770

AJ AJ

90 7,170 90 1,130 90

902,6

0090

4,850

240

90 4,290 240 3,860 90

230

1,010

908,4

6523

0

7,870

90 8,390 90

8,570 O/A

8,785

O/A

830 3,000 880 867 2,410 583

OUTLINE OF GROUND FLOOR ABOVE

BEAM

SERVICE SPACE

WALL AND SPOON DRAINTO SUB FLOOR AS PERDETAIL D-CONC-0001

R2.0 INSULATION TO ALL SUB-FLOOR EXTERNAL WALLS

RETAINING WALL ACCESS DOOR TOSUBFLOOR SERVICE SPACE.

90 x 90mm GAL SHS POST

90 x 90mm GAL SHS POST

M.P.R.

WC

A9 5A9 5

CDP

SDP


46.9339.81

214.448.12

73.61382.91 m2

ALL DIMENSIONS ARE FRAME DIMENSIONSGASGAS BAYONET

AJ BRICK ARTICULATION JOINT

3D DENOTES DRAWER SIDE

L.B.W LOAD BEARING WALL

THIS DOOR OPENS FIRST

SMOKE ALARM

LIFT OFF HINGE#

FLOOR PLAN LEGEND

EXHAUST FAN

WATER POINT

HOB SPOUT / WALL SPOUTHS / WS

WP FRIDGE WATER POINT

FACE BRICK / COMMON BRICK

HEBEL

SOUND INSULATION

CHARGED DOWNPIPE DIRECTED TOTANKSTANDARD DOWNPIPE DIRECTED TOSTORMWATER DISCHARGE

REFER TO DOOR & WINDOW SCHEDULESSHEET FOR FULL DETAILS OF ALL DOORSAND WINDOWS.

REFER 'BRICK COURSING AND WINDOWFLASHING' SHEET FOR BRICK COURSINGDETAILS


DRAWING DRAWN








3 CT2 PLAN DDI 2018.10.08


1 CT PLAN BGU 2018.09.05 ---

H-


SUB FLOOR PLAN


SHEET TITLE:

HOUSE DESIGN:

SHEET No:

HOUSE CODE:

SCALES:

FACADE CODE:


66


TRANMERE


7018 -CLARENCE

ADDRESS:

SUBURB:

CLIENT:


DP No:

LOT No:

711753





Temp

late V

ersio

n: 19

.016

4 / 20




23°

RL 33.555 - SUBFLOOR SPACE

RL 36.000 - SUBFLOORRL 36.380 - GROUND FLOOR

RL 38.825 - TOP OF WALL

3,000

5,50010.4.2 BUILDING ENVELOPE

1:2 FILL BATTER

LOWER DRIVEWAY ACCESSRAISED PLANTER

TIMBER DECK


ENTRY DOOR

D01

SECTIONAL OVERHEADDOOR + AUTO DOOR

CONTROLLER

ACRYLIC BAG & PAINTFINISH TO ARTICULATED

BRICKWORK

230mm BRICKWORK SUPPORTEDON 200mm T-BARS (SEE DETAIL)

W01 W03W02

COLORBOND SHEETROOFING + SARKING

OVERALL HEIGHT

RL 36.230 - GARAGE PAD LEVEL




3,680

3,000

5,500

10.4.2 BUILDING ENVELOPE

TIMBER DECKING


ALUMINIUM STACKERDOOR

D05 W07

DECK OVER 3m TO BEENGINEERED WITH

METAL STRUCTURE

MIN 1.0M HIGH SELECTEDWIRE BALUSTRADE

TIMBER STEPS




SIGNATURE:

DATE:

WINDOW TYPE LEGEND

AWNING DOUBLE HUNG FIXED LOUVRE SLIDING

CLEAR OBSCURE ACOUSTIC LOW-E TONED

GLASS TYPE LEGEND

23°




600

450

260

2,445

380

2,445

2,636

7,572

O/A

REFER ENGINEERING FORFLOOR AND FOOTING DETAILS

MANUFACTURED TIMBERTRUSSES

PLASTERBOARDCEILING LININGS

PLASTERBOARDWALL LININGS


RETAINING WALL

OVERALL HEIGHT

BED 2 KITCHEN ALFRESCO

MULTI PURPOSE ROOMWC

NORTH ELEVATIONScale: 1:100

SOUTH ELEVATIONScale: 1:100

SECTION A-AScale: 1:100

ALL CUT/FILL BATTERS ARE 1:1 MAX GRADIENT


DRAWING DRAWN








3 CT2 PLAN DDI 2018.10.08


1 CT PLAN BGU 2018.09.05 ---

H-


ELEVATIONS / SECTION


SHEET TITLE:

HOUSE DESIGN:

SHEET No:

HOUSE CODE:

SCALES:

FACADE CODE:


66


TRANMERE


7018 -CLARENCE

ADDRESS:

SUBURB:

CLIENT:


DP No:

LOT No:

711753





Temp

late V

ersio

n: 19

.016

5 / 20




23°




986

3,000

5,500

10.4.2 BUILDING ENVELOPE(ALIGNED TO EASTERN GARAGE WALL)

10.4.2 BUILDING ENVELOPE(ALIGNED TO EASTERN WALL)

W13W14

W11 W12W09230mm BRICKWORK SUPPORTEDON 200mm T-BARS (SEE DETAIL)

W10

W08


SINGLE PHASE METER BOX

AIR CONDITIONING UNITHOT WATER SERVICE






1,945

1,000

3,000

5,500

10.4.2 BUILDING ENVELOPE(ALIGNED TO WESTERN MASTER SUITE WALL)

10.4.2 BUILDING ENVELOPE(ALIGNED TO WESTERN DECK BALUSTRADE)


D04

W05

TOUGHENED GLASS AND DECALREQUIRED BETWEEN 700-

1200mm AFFL (AS2008/AS1288)

D03

W04230mm BRICKWORK

SUPPORTED ON 200mm T-BARS (SEE DETAIL)

W06

W15

D06



TIMBER DECKING &

960

RAISED PLANTER

LOWER DRIVEWAY ACCESS

FILL BATTER

UPPER DRIVEWAY ACCESS



SIGNATURE:

DATE:

WINDOW TYPE LEGEND

AWNING DOUBLE HUNG FIXED LOUVRE SLIDING

CLEAR OBSCURE ACOUSTIC LOW-E TONED

GLASS TYPE LEGEND

EAST ELEVATIONScale: 1:100

WEST ELEVATIONScale: 1:100

ALL CUT/FILL BATTERS ARE 1:1 MAX GRADIENT


DRAWING DRAWN








3 CT2 PLAN DDI 2018.10.08


1 CT PLAN BGU 2018.09.05 ---

H-


ELEVATIONS


SHEET TITLE:

HOUSE DESIGN:

SHEET No:

HOUSE CODE:

SCALES:

FACADE CODE:


66


TRANMERE


7018 -CLARENCE

ADDRESS:

SUBURB:

CLIENT:


DP No:

LOT No:

711753





Temp

late V

ersio

n: 19

.016

6 / 20






SIGNATURE:

DATE:

IDW01W02W03W04W05W06W07W08W09W10W11W12W13W14W15

CODEºW/F1809W/F1809W/F1809W/F2090x850F2080x2170F1160x2200WF1216W1506W1506W/F2090x610W1006W1460x700WF1212WFW0627WFW1224

ROOMMASTER SUITEMASTER SUITEMASTER SUITEENSDININGGARDEN ROOMBED 4BED 3BED 3LDRYWCBATHBED 2HOME THEATRE

HEIGHT1,8001,8001,8002,0902,0801,1601,2001,4601,4602,0901,0301,4601,2006001,200

WIDTH8508508508502,1702,2001,5706106106106107001,2102,6502,410

AREA (m²)1.531.531.531.784.512.551.880.890.891.270.631.021.451.592.8925.96

FRAMEALUMINIUMALUMINIUMALUMINIUMALUMINIUMALUMINIUMALUMINIUMALUMINIUMALUMINIUMALUMINIUMALUMINIUMALUMINIUMALUMINIUMALUMINIUMALUMINIUMALUMINIUM

SILL TYPEANGLEDANGLEDANGLEDANGLEDANGLEDANGLEDANGLEDANGLEDANGLEDANGLEDANGLEDANGLEDANGLEDANGLEDSNAP HEADER

GLAZINGCLEAR, DOUBLE GLAZEDCLEAR, DOUBLE GLAZEDCLEAR, DOUBLE GLAZEDOBSCURE, DOUBLE GLAZED, TOUGHENEDCLEAR, DOUBLE GLAZED, TOUGHENEDCLEAR, DOUBLE GLAZEDCLEAR, DOUBLE GLAZEDCLEAR, DOUBLE GLAZEDCLEAR, DOUBLE GLAZEDCLEAR, DOUBLE GLAZED, TOUGHENEDOBSCURE, DOUBLE GLAZED, TOUGHENEDOBSCURE, DOUBLE GLAZED, TOUGHENEDCLEAR, DOUBLE GLAZEDCLEAR, DOUBLE GLAZEDCLEAR, DOUBLE GLAZED

ORIENT.NNNWWWSEEEEEEEW

HEADSINGLESINGLESINGLESINGLESINGLESINGLESINGLESINGLESINGLESINGLESINGLESINGLESINGLESINGLESINGLE

SILLSINGLESINGLESINGLESINGLESINGLESINGLESINGLESINGLESINGLESINGLESINGLESINGLESINGLESINGLESINGLE

LEFT¹SINGLESINGLESINGLESINGLESINGLESINGLESINGLESINGLESINGLESINGLESINGLESINGLESINGLESINGLESINGLE

RIGHT²SINGLESINGLESINGLESINGLESINGLESINGLESINGLESINGLESINGLESINGLESINGLESINGLESINGLESINGLESINGLE

ADDITIONAL INFORMATION³BP 620BP 620BP 620BP 620DECAL REQUIRED (AS1288)

MP 785

BP 620

MP 605MP 883-883MP 803-803

TYPECAVITY SLIDINGSLIDINGSQUARE SET OPENINGSQUARE SET OPENINGSQUARE SET OPENINGSWINGINGSWINGINGSWINGINGSWINGINGSWINGINGSWINGING

CODE770 CSD3 x SLIDING1000 SS1200 SS1510 SS2 x 5202 x 620720770770820

QTY12111111326

HEIGHT2,0402,0402,1552,1552,1552,0402,0402,0402,0402,0402,040

WIDTH7702,4331,0001,2001,5101,0401,240720770770820

ADDITIONAL INFORMATION

LIFT-OFF HINGES

LIFT-OFF HINGES

IDD01D02D03D04D05D06D07

CODEº1200 2180x2307 330 BI-FOLD 2180x3567 505 BI-FOLD2180x3370 404 BI-FOLDSSF2158x3228820770

ROOMENTRYBY OWNERBY OWNERBY OWNERGARDEN ROOM

HEIGHT2,1062,1802,1802,1802,1582,1062,106

WIDTH1,2672,2273,4873,3703,228867817

AREA (m²)2.674.857.607.356.971.831.7232.99 m2

FRAMETIMBERALUMINIUMALUMINIUMALUMINIUMALUMINIUMALUMINIUMALUMINIUM

SILL TYPESNAP HEADERNONENONENONESNAP HEADERSNAP HEADERSNAP HEADER

GLAZINGDOOR(S): N/A - SIDELIGHT(S): N/ACLEAR, DOUBLE GLAZEDCLEAR, DOUBLE GLAZEDCLEAR, DOUBLE GLAZEDCLEAR, DOUBLE GLAZEDDOOR(S): N/A - SIDELIGHT(S): N/ADOOR(S): N/A - SIDELIGHT(S): N/A

ORIENT.NSWWSWE

DOOR TYPESWINGINGBI-FOLDBI-FOLDBI-FOLDSTACKERSWINGINGSWINGING

ADDITIONAL INFORMATION¹

CORNER JOINING (INTERNAL)CORNER JOINING (INTERNAL)

REVEAL & REVEAL COVERPLATE (CPL)SIZEIDENTIFICATION

0, 3 ASSUME LOOKING FROM OUTSIDE 1, 2 ASSUME LOOKING FROM INSIDE

0, 1 ASSUME LOOKING FROM OUTSIDE

TYPE HEIGHT WIDTH AREA (m²) QTY

U-VALUE SHGC

4.4 0.53

U-VALUE SHGC

4.1 0.574.1 0.574.1 0.574.1 0.574.1 0.574.1 0.574.1 0.574.1 0.574.1 0.574.1 0.574.1 0.574.1 0.574.1 0.574.1 0.574.1 0.57

4.4 0.534.4 0.534.2 0.59

INTERIOR DOOR SCHEDULE

EXTERIOR DOOR SCHEDULE

WINDOW SCHEDULE

PICTURE / TV RECESS & SQUARE SET WINDOW SCHEDULE

FAMILY/ LIVINGDININGDINING

MANUFACTURER - CLARKS WINDOWS

ALUMINIUM


DRAWING DRAWN








3 CT2 PLAN DDI 2018.10.08


1 CT PLAN BGU 2018.09.05 ---

H-


DOOR & WINDOW SCHEDULES


SHEET TITLE:

HOUSE DESIGN:

SHEET No:

HOUSE CODE:

SCALES:

FACADE CODE:


66


TRANMERE


7018 -CLARENCE

ADDRESS:

SUBURB:

CLIENT:


DP No:

LOT No:

711753





Temp

late V

ersio

n: 19

.016

7 / 20


Manufacturer - Clark WindowsWindow Type Glazing U-Value SHGCAwning Single 6.5 0.67

Double 4.1 0.57Fixed Single 5.9 0.75

Double 3.2 0.67Sliding Single 6.4 0.76

Double 4.2 0.59Fixed Pane Single 5.9 0.75

Double 3.2 0.67Fixed Glass Panel Hinged Door Single 6.0 0.62

Double 4.3 0.55Sliding Door Single 6.1 0.74

Double 3.8 0.65135 deg. Awning Bay Window Single 6.5 0.67

Double 4.1 0.57135 deg. Sliding Bay Window Single 6.5 0.76

Double 4.2 0.5990 deg. Awning Bay Window Single 6.5 0.67

Double 4.1 0.5790 deg. Sliding Bay Window Single 6.5 0.76

Double 4.2 0.59Bifold Doors Single 6.1 0.61

Double 4.4 0.53

INSULATION SCHEDULE

AREAROOF

WALLS(EXTERNAL)

WALLS(INTERNAL)

FLOORS

DETAILSSARKING

R2.0 BULK INSULATION (OR EQUIVALENT) WITH 1LAYER SISALATION. SISALATION ONLY TO GARAGE

CEILING R4.1 BULK INSULATION (OR EQUIVALENT) EXCLUDING GARAGE

R2.0 BULK INSULATION (OR EQUIVALENT) TOINTERNAL WALLS ADJACENT TO GARAGE

R0.7 ALLOWANCE FOR WAFFLE PODS (225mm) IN CONCRETE SLABAIRCELL INSULATION TO FIRST FLOOR

NOTE:CLEARANCE IS REQUIRED FOR UNCOMPRESSED INSTALLATION OF BULK INSULATION &TIMBERS SHOULD BE SIZED ACCORDINGLY210mm FOR R4.1 BULK INSULATION210mm FOR R5.0 BULK INSULATION260mm FOR R6.0 BULK INSULATIONTHESE DIMENSIONS ARE NOMINAL AND MAY VARY DEPENDING ON THE TYPE OF INSULATIONTO BE INSTALLED

NOTE:Windows supplied MUST HAVE Uw better and or equal to stated figures and SHGCwithin +/- 5% of stated figures. Restricted windows to have their openability restrictedas per N.C.C 3.9.2.5.

ROOM AREA WINDOW ID LIGHT REQUIRED LIGHT ACHIEVED VENTILATION REQ`D VENTILATION ACH`DDINING/ KITCHEN/FAMILY/ LIVING 56.98 m² W05,D02,D03,D04 5.70 m² 24.31 m² 2.85 m² 15.67 m²

MASTER SUITE 16.65 m² W01,W02,W03 1.67 m² 4.59 m² 0.83 m² 2.76 m²BED 2 12.41 m² W13 1.24 m² 1.45 m² 0.62 m² 0.66 m²BED 3 10.44 m² W08,W09 1.04 m² 1.78 m² 0.52 m² 1.60 m²BED 4 10.80 m² W07 1.08 m² 1.88 m² 0.54 m² 0.86 m²HOME THEATRE 15.72 m² W14 1.57 m² 1.59 m² 0.79 m² 0.94 m²GARDEN ROOM 16.56 m² W06,D05 1.66 m² 9.52 m² 0.83 m² 4.39 m²

NATURAL LIGHT AND VENTILATION

PART 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 sanitary compartment, laundry or bathroom provided contaminated air discharges directly to theoutside of the building by way of ducts).

LIGHTING CALCULATOR FOR USE WITH J6.2(a) VOLUME ONE AND 3.12.5.5 VOLUME TWO (First issued with NCC 2014)

Building name/description ClassificationClass 1

Number of rows preferred in table below 10

ID

10

1 DINING/ KITCHEN/FAMILY/ LIVING Lounge room 57.0 m² 150 W 5.0 W/m² 2.6 W/m² 13% of 54%

10 2 MASTER SUITE Living room 16.7 m² 30 W 5.0 W/m² 1.8 W/m² 9% of 54%10 3 BED 2 Bedroom 12.4 m² 30 W 5.0 W/m² 2.4 W/m² 12% of 54%10 4 BED 3 Bedroom 10.4 m² 30 W 5.0 W/m² 2.9 W/m² 14% of 54%10 5 BED 4 Bedroom 10.8 m² 30 W 5.0 W/m² 2.8 W/m² 14% of 54%

106 HOME THEATRE Bedroom 15.7 m² 30 W 5.0 W/m² 1.9 W/m² 9% of 54%

107 GARDEN ROOM Lounge room 16.6 m² 30 W 5.0 W/m² 1.8 W/m² 9% of 54%

10 8 GARAGE Lounge room 36.8 m² 144 W 5.0 W/m² 3.9 W/m² 19% of 54%10 910 10

Allowance DesignAverage

176.3 m² 474 W Class 1 building 5.0 W/m² 2.7 W/m²

if inputsare valid

Class 1 building

Class 1 building

Class 1 building

Class 1 building

Class 1 building

Class 1 building

Class 1 building

Class 1 building

Copyright © 2014 - Australian Government, State and Territory Governments of Australia. All Rights Reserved

% of fullpower

DimmingPercentages

711753 Curran

Adjustment Factor One Adjustment Factor Two (n/a for Class 1)

DesignLumen

DepreciationFactor

Location

Adjustment FactorOneType of

space%

Area

DescriptionFloor area

of thespace

Adjustment FactorTwo

Design Lampor

IlluminationPower Load %

Area

DimmingPercentages

% of fullpower

DesignLumen

DepreciationFactor

(as currently displayed)

SystemDesign

Lamp or Illumination PowerDensity System Share of

% of AggregateAllowance Used

OVERALL DESIGN PASSES

SystemAllowance

LIGHTING CALCULATOR FOR USE WITH J6.2(a) VOLUME ONE AND 3.12.5.5 VOLUME TWO (First issued with NCC 2014)Main Menu

IMPORTANT NOTICE AND DISCLAIMER IN RESPECT OF THE LIGHTING CALCULATORThe Lighting Calculator has been developed by the ABCB to assist in developing a better understanding of lighting energy efficiency parameters. While theABCB believes that the Lighting Calculator, if used correctly, will produce accurate results, the calculator is provided "as is" and without any representation orwarranty of any kind, including that it is fit for any purpose or of merchantable quality, or functions as intended or at all. Your use of the Lighting Calculator isentirely at your own risk and the ABCB accepts no liability of any kind.

Help screen

Adjustment Adjustment


DRAWING DRAWN








3 CT2 PLAN DDI 2018.10.08


1 CT PLAN BGU 2018.09.05 ---

H-


CALCULATION & SCHEDULES


SHEET TITLE:

HOUSE DESIGN:

SHEET No:

HOUSE CODE:

SCALES:

FACADE CODE:


66


TRANMERE


7018 -CLARENCE

ADDRESS:

SUBURB:

CLIENT:


DP No:

LOT No:

711753





Temp

late V

ersio

n: 19

.016

8 / 20


NO. OFBRICKS LENGTH OPENING HEIGHT NO. OF

BRICKS LENGTH OPENING HEIGHT

1 230 250 86 26 6230 6250 2229

11 2 350 370 261 2 6350 6370

2 470 490 172 27 6470 6490 2314

21 2 590 610 271 2 6590 6610

3 710 730 257 28 6710 6730 2400

31 2 830 850 281 2 6830 6850

4 950 970 343 29 6950 6970 2486

41 2 1070 1090 291 2 7070 7090

5 1190 1210 429 30 7190 7210 2572

51 2 1310 1330 301 2 7310 7330

6 1430 1450 514 31 7430 7450 2657

61 2 1550 1570 311 2 7550 7570

7 1670 1690 600 32 7670 7690 2743

71 2 1790 1810 321 2 7790 7810

8 1910 1930 686 33 7910 7930 2829

81 2 2030 2050 331 2 8030 8050

9 2150 2170 772 34 8150 8170 2914

91 2 2270 2290 341 2 8270 8290

10 2390 2410 857 35 8390 8400 3000

101 2 2510 2530 351 2 8510

NO

T O

FTEN

REQ

UIR

ED. I

F N

EED

ED A

DD

20

TO L

ENG

TH.

11 2630 2650 943 36 8630 3086

111 2 2750 2770 361 2 8750

12 2870 2890 1029 37 8870 3172

121 2 2990 3010 371 2 8990

13 3110 3130 1114 38 9110 3257

131 2 3230 3250 381 2 9230

14 3350 3370 1200 39 9350 3343

141 2 3470 3490 391 2 9470

15 3590 3610 1286 40 9590 3429

151 2 3710 3730 401 2 9710

16 3830 3850 1372 41 9830 3514

161 2 3950 3970 411 2 9950

17 4070 4090 1457 42 10070 3600

171 2 4190 4210 421 2 10190

18 4310 4330 1543 43 10310 3686

181 2 4430 4450 431 2 10430

19 4550 4570 1629 44 10550 3772

191 2 4670 4690 441 2 10670

20 4790 4810 1714 45 10790 3857

201 2 4910 4930 451 2 10910

21 5030 5050 1800 46 11030 3943

211 2 5150 5170 461 2 11150

22 5270 5290 1886 47 11270 4029

221 2 5390 5410 471 2 11390

23 5510 5530 1972 48 11510 4114

231 2 5630 5650 481 2 11630

24 5750 5770 2057 49 11750 4200

241 2 5870 5890 491 2 11870

25 5990 6010 2143 50 11990 4286

251 2 6110 6130 100 23990 8572

STANDARD BRICKBRICKWORK DIMENSIONS Bricks per m 2 in wall = 48.5 approx. all dimensions in mmFORMAT SIZE:240x120x86mm

MANUFACTURING SIZE:230x110x76mm

VERTICAL GAUGE:7 Courses to 600mm



SIGNATURE:

DATE:


DRAWING DRAWN








3 CT2 PLAN DDI 2018.10.08


1 CT PLAN BGU 2018.09.05 ---

H-


BRICK COURSING & WINDOW FLASHING DETAILS


SHEET TITLE:

HOUSE DESIGN:

SHEET No:

HOUSE CODE:

SCALES:

FACADE CODE:


66


TRANMERE


7018 -CLARENCE

ADDRESS:

SUBURB:

CLIENT:


DP No:

LOT No:

711753





Temp

late V

ersio

n: 19

.016

9 / 20


PRELIMINARY

LED DOWNLIGHT (11W)

STANDARD CEILING LIGHT (30W)

WALL LIGHT (30W)

ELECTRICAL LEGEND

2 x FLUORESCENT LIGHT POINT (72W)

2 x SLIM FLUORESCENT LIGHT POINT (28W)

DOUBLE POWERPOINT

SINGLE POWERPOINT

WATERPROOF SINGLE POWERPOINT

WATERPROOF DOUBLE POWERPOINT

FLOODLIGHTF

FAN/HEAT/LIGHT (70W)

EXHAUST FAN

TV POINT

NATIONAL BROADBAND NETWORKB

P PAY TV POINT

PHONE POINT

P PENDANT FITTING

FLUORESCENT LIGHT POINT (36W)

SMOKE ALARM (INTERCONNECTDWHERE MORE THAN 1)

S SENSOR LIGHT

CEILING FAN

CAT 5 OR 6 DATA SOCKET6

DOWNLIGHT (UNVENTED) (35W)

MANHOLE

FAN

COIL

UNIT

RETURN AIRGRILLE

SDP

SDP

SDP

SDP

SDP

SDP

SDP

SDP

SDPSDP

power point provisionfor garage door

AIRCONDITIONING UNIT HWS

MB

DWS

CANOPY +UBO

MWS

REF

1800B

WMS

1050

INTERCONNECTED

INTERCONNECTED

1050

1050

1050

ALL GPOs 300mm OFF FFL UNLESS OTHERWISE NOTEDPROVIDE SINGLE GPOs FOR MW,DW,REF.

INSTALL ISOLATION SWITCH WITHIN 2m OF COOKTOP

ACTRON LAYOUT AND SPECIFICATION BY OTHERS


DRAWING DRAWN








3 CT2 PLAN DDI 2018.10.08


1 CT PLAN BGU 2018.09.05 ---

H-


GROUND FLOOR ELECTRICAL PLAN


SHEET TITLE:

HOUSE DESIGN:

SHEET No:

HOUSE CODE:

SCALES:

FACADE CODE:


66


TRANMERE


7018 -CLARENCE

ADDRESS:

SUBURB:

CLIENT:


DP No:

LOT No:

711753





Temp

late V

ersio

n: 19

.016

10 / 20


PRELIMINARY

LED DOWNLIGHT (11W)

STANDARD CEILING LIGHT (30W)

WALL LIGHT (30W)

ELECTRICAL LEGEND

2 x FLUORESCENT LIGHT POINT (72W)

2 x SLIM FLUORESCENT LIGHT POINT (28W)

DOUBLE POWERPOINT

SINGLE POWERPOINT

WATERPROOF SINGLE POWERPOINT

WATERPROOF DOUBLE POWERPOINT

FLOODLIGHTF

FAN/HEAT/LIGHT (70W)

EXHAUST FAN

TV POINT

NATIONAL BROADBAND NETWORKB

P PAY TV POINT

PHONE POINT

P PENDANT FITTING

FLUORESCENT LIGHT POINT (36W)

SMOKE ALARM (INTERCONNECTDWHERE MORE THAN 1)

S SENSOR LIGHT

CEILING FAN

CAT 5 OR 6 DATA SOCKET6

DOWNLIGHT (UNVENTED) (35W)

power point provisionfor garage door

1050

PRELIMINARY ELECTRICAL PLAN ONLYALL GPOs 300mm OFF FFL UNLESS OTHERWISE NOTED


DRAWING DRAWN








3 CT2 PLAN DDI 2018.10.08


1 CT PLAN BGU 2018.09.05 ---

H-


SUB FLOOR ELECTRICAL PLAN


SHEET TITLE:

HOUSE DESIGN:

SHEET No:

HOUSE CODE:

SCALES:

FACADE CODE:


66


TRANMERE


7018 -CLARENCE

ADDRESS:

SUBURB:

CLIENT:


DP No:

LOT No:

711753





Temp

late V

ersio

n: 19

.016

11 / 20


PRELIMINARY

WHERE AG DRAIN IS <1.5m FROM FOOTING, THEFOLLOWING ENGINEERING PRINCIPLES AREREQUIRED:

1. AG DRAIN TO BE CAPPED WITH300mm OF CLAY TO PREVENT INGRESS OFSURFACE RUN-OFF UNLESS IT IS UNDER A PAVINGSLAB ETC (AG DRAINS ARE DESIGNED FORREMOVAL OF GROUND WATER, SURFACE WATERSHOULD BE DEALT WITH SEPARATELY). 2. AG DRAIN TO HAVE A MINIMUM 1%TO A GRATED PIT WHICH DRAINS TO THESTORMWATER SYSTEM. 3. INSTALL A GEOTEXTILE FILTERSOCK TO THE SLOTTED DRAIN, AND ENCLOSE THEWHOLE DRAIN IN GEOFABRIC (TO THE UNDERSIDEOF CLAY CAPPING) 4. PROVIDE ADDITIONAL GRATEDPITS/ OR INSPECTION OPENINGS ALONG THELENGTH OF THE AG DRAIN AND AT THE HIGHPOINT TO MAKE THE EFFECT OF A BLOCKAGEVISIBLE AND ENABLE A BLOCKAGE TO BECLEARED.

EMBANKMENT

AG DRAIN @ MIN 1%GRADIENT

CRUSHED ROCK

300mm CLAY CAPPING

GEOTEXTILE FILTER

AG DRAIN DETAIL N.T.S.

711753 MR RAY CURRAN & MRS MYCHELLE CURRANDP 173669

DRAWN: ###DD.MM.YYYY

30° EAST

30° WESTN



SIGNATURE:

DATE:

SUBFLOOR PAD LEVEL33.295

PAD RL 36.000

SDP

SDP

SDP

SDP

SDP

SDP

SDP

SDP

SDPSDP

HWS OVERFLOWCONNECTED TO SW

AIRCON OVERFLOWCONNECTED TO SW

50mm UPVC VENT TOOUTSIDE THROUGH ROOF,CONNECTED TO SEWER

O.R.G. WITH TAP OVER. O.R.G. TO BE MIN150MM BELOW LOWEST SANITARY FIXTURE.

TRAFFICABLE 150mmGRATED DRAIN AND450mm GRATED PIT

CHANNEL AND KERB WITH 450mmGRATED PITS CONNECTED TOSTORMWATER


PROPOSEDRESIDENCEFFL 36.380

50mm UPVC VENT TOOUTSIDE THROUGH ROOF,

CONNECTED TO SEWER

1 8 °1 2 '0 0 " 3 2 .3 7

97°54 ' 20 .31

1 9 1 °2 1 ' 2 2 .9 5

108°13'23.97

1 9 2 °4 6 ' 1 3 .2 7

3 2

3 3

3 4

343 5

35

36 37 3838 .1 63 5 .3 2

3 2 .0 0 3 2 .3 3

3 4 .7 8 3 5 .0 73 5 .9 5

3 6 .8 33 7 .3 8

3 8 .3 03 9 .3 4

3 9 .4 8

3 8 .2 6

3 8 .1 9

37 .9 537 .4 13 7 .6 6

3 7 .7 03 6 .9 8

3 6 .0 93 5 .0 3

34.51

C .T .173669 -66759m ²

33

3637

Pe g

P e g

P e g

P e g

P e g

Conc r e t eConc r e t e

Powe r b o x

S topva l veS topva l ves

Comms p i t

P h o n e & wa te r connec t i ons

SW connec t i o n I .V . 3 1 .1 6

Sewe r connec t i on I .V . 3 0 .9 9

SW man h o l e I .V . 3 3 .3 8

Sewe r manho l e I .V . 3 2 .8 5

SW I.O I.V . 3 3 .7 7Sewe r manho l e I .V . 3 3 .0 8

B .M . Na i l i n manho le

R .L . 3 4 .94 A .H .D .

P ipe l ine & Serv i ce & D ra i nage Easemen t 'D ' 3 .00 w ide

1 5 0 m m s e w e r l i n e3 0 0 m m S W l i n e

Binda ra Road





100 UPVC PIPE CONNECTED TOTASWATER SEWER (I.V. 30.16)

100 UPVC PIPE CONNECTED TOCOUNCIL STORMWATER (I.V. 30.99)

DROPPER TO SUB FLOOR LEVEL

ALL DRAINS TOREMAIN CLEAR OF

DRAINAGE EASEMENT

SUBFLOOR SPACE FFL33.555

TRAFFICABLE 150mmGRATED DRAIN AND450mm GRATED PIT

CHANNEL AND KERB WITH 450mmGRATED PITS CONNECTED TOSTORMWATER


AG DRAIN WITH FILTER SOCK INSTALLED INBASE OF CUT AT HIGH END OF DWELLING.

50mm UPVC VENT TO OUTSIDE THROUGH ROOF,CONNECTED TO SEWER

DROPPER FROM UPPER LEVEL

350x350 GRATED PVC PIT CONNECTED TOSTORMWATER

SPOON DRAINS TO BASE OF WALLS AS PERDETAIL D-CONC-0001

IOIO

IO

DRAINAGE LEGEND

INSPECTION OPENING

SURFACE PIT

STORMWATER LINE100 UPVC FALL @ 1:100

SEWERAGE LINE 100 UPVC FALL @ 1:65

AG DRAIN

MAINS YARD TAP + ORG

SEPTIC LINE 100 UPVC FALL @ 1:100

MAINS YARD TAP

344.42

GROUND FLOOR DRAINAGE PLANScale: 1:200

SUBFLOOR DRAINAGE PLANScale: 1:200

MAINS YARD TAP TO BE LOCATED AT FRONTOF DWELLING AT POINT CLOSEST TO MAINSCONNECTION

INSTALL INSPECTION OPENINGS AT MAJORBENDS FOR STORMWATER AND ALL LOWPOINTS FOR DOWNPIPES


DRAWING DRAWN








3 CT2 PLAN DDI 2018.10.08


1 CT PLAN BGU 2018.09.05 ---

H-


DRAINAGE PLAN


SHEET TITLE:

HOUSE DESIGN:

SHEET No:

HOUSE CODE:

SCALES:

FACADE CODE:


66


TRANMERE


7018 -CLARENCE

ADDRESS:

SUBURB:

CLIENT:


DP No:

LOT No:

711753





Temp

late V

ersio

n: 19

.016

12 / 20


Downpipe roof calculations (as per AS/NZA3500.3:2015)

Area of roof (including 115MM Quad gutter) (m2)

Ac

Ah 342

413.8

6300

99

6.46

10

Ae

DRI

RequiredDownpipes

Ah x Slope factor (Table 3.4.3.2 from AS/NZS 3500.3:2015)(1.21 for 23° pitch) (m2)

Cross sectional area of 57 x 115 Quad Gutter. (mm2)

Design Rainfall Intensity (determined from Figure E8 fromAS/NZS 3500.3:2015)

Ac / Acdp

64Acdp Catchment area per Downpipe (determined from Figure 3.5(A)from AS/NZS 3500.3:2015) (m2)

DownpipesProvided

DP 173669DRAWN: ###DD.MM.YYYY

30° EAST

30° WESTN



SIGNATURE:

DATE:

SDP

SDP

SDPSDP

SDP

SDP

SDP

FALLFALL

FALL

FALL

FALL

FALL

FALL

FALL FALL FALL

FALL FALL

FALL

FALL

SDP SDP

SDP

FALL

FALL

FALLFALL

FALL

FALL

FALL FALL

CATCHMENT AREA37.86 m2










POSITION AND QUALITY OF DOWNPIPESARE NOT TO BE ALTERED WITHOUTCONSULTATION WITH DESIGNER.

AREA'S SHOWN ARE SURFACE AREAS/CATCHEMENT AREAS, NOT PLAN AREAS

WHERE DOWNPIPES ARE FURTHERTHAN 1.2m AWAY FROM VALLEYREFER TO N.C.C.3.5.2.5(b)

PRELIMINARY


DRAWING DRAWN








3 CT2 PLAN DDI 2018.10.08


1 CT PLAN BGU 2018.09.05 ---

H-


ROOF DRAINAGE PLAN


SHEET TITLE:

HOUSE DESIGN:

SHEET No:

HOUSE CODE:

SCALES:

FACADE CODE:


66


TRANMERE


7018 -CLARENCE

ADDRESS:

SUBURB:

CLIENT:


DP No:

LOT No:

711753





Temp

late V

ersio

n: 19

.016

13 / 20




PRELIMINARY



SIGNATURE:

DATE:

FCFCFCFC

FC

770

PAINTED FC SHEETOVER CORNER JOININGDOORS DUE TO LACK OFSUPPORT FOR BRICKWORK

2155

BUL

KHEA

D TO

FRID

GE S

PACE 97

0

WC WCWC WC

1,150

300 45

0

AB

CD

WIP

REF

MWS FC FC DWS 4D

FC

BREAKFAST BAR

PROVIDE CONDUITTO ISLAND BENCH

600

1,245

1,200

CANOPY

UBO

WIP

REFSPACE

DWSMWS

WIP

KITCHEN PLANScale: 1:50

ELEVATION CScale: 1:50

ELEVATION DScale: 1:50

ELEVATION BScale: 1:50

ELEVATION AScale: 1:50

DETAILS DEPICTED ON THIS SHEET ARE AREPRESENTATION ONLY. JOINER MAYADJUST CABINETRY AS REQUIRED.

ALL DIMENSIONS ARE FRAME DIMENSIONS

Wednesday, 20 March 2019 1:50, 1:200

DRAWING DRAWN








3 CT2 PLAN DDI 2018.10.08


1 CT PLAN BGU 2018.09.05 ---

H-


KITCHEN DETAILS


SHEET TITLE:

HOUSE DESIGN:

SHEET No:

HOUSE CODE:

SCALES:

FACADE CODE:


66


TRANMERE


7018 -CLARENCE

ADDRESS:

SUBURB:

CLIENT:


DP No:

LOT No:

711753





Temp

late V

ersio

n: 19

.016

14 / 20




PRELIMINARYWINDOW IN WET AREA ZONE TO BE

CONSTRUCTED IN ACCORDANCE WITH AS.3740AND DETAIL D-WIND-ALU001. TILE WINDOWFRAME, SILL AND SURROUNDS.

W12

BATH

MIRROR

1,100

1,050

2,000 200 965

680

50

2,000

1,000

280

620

150 150 325

BATH



SIGNATURE:

DATE:

1800

NEW

BURY

ISLA

ND P

LUS

WS

770

960

950

12CL30

1270

AB

CD

BATH

TOWEL RAIL - SINGLE

LEGEND

TR-S

TL

TRH

RSHR

ROSE

ELBW

MIX

HT

CT

HS

WS

TOWEL LADDER

TOILET ROLL HOLDER

RAIL SHOWER

SHOWER ROSESHOWER ELBOWCONNECTIONMIXER TAP

HOT TAP

COLD TAP

HOB SPOUT

WALL SPOUT

SC STOP COCK

SHELF

ROBE HOOK

SHLF

RH

TOWEL RINGRNG

SHAMPOO RECESSSR

TR-D TOWEL RAIL - DOUBLE

TH TOWEL HOLDER

TR TOWEL RACK

TMB TUMBLER HOLDER

SOAP HOLDERSOAP





BATHROOM PLANScale: 1:50

DETAILS DEPICTED ON THIS SHEET ARE AREPRESENTATION ONLY



DRAWING DRAWN








3 CT2 PLAN DDI 2018.10.08


1 CT PLAN BGU 2018.09.05 ---

H-


BATHROOM DETAILS


SHEET TITLE:

HOUSE DESIGN:

SHEET No:

HOUSE CODE:

SCALES:

FACADE CODE:


66


TRANMERE


7018 -CLARENCE

ADDRESS:

SUBURB:

CLIENT:


DP No:

LOT No:

711753





Temp

late V

ersio

n: 19

.016

15 / 20




PRELIMINARY



SIGNATURE:

DATE:

MIRROR

2,000

1,000

280

620

150 150 350

1,100

500

800

700

W04

SHOWERSCREEN

W/F2090x850

# 770

18CL40

1870

1200

1000

AB

CD

ENS

TOWEL RAIL - SINGLE

LEGEND

TR-S

TL

TRH

RSHR

ROSE

ELBW

MIX

HT

CT

HS

WS

TOWEL LADDER

TOILET ROLL HOLDER

RAIL SHOWER

SHOWER ROSESHOWER ELBOWCONNECTIONMIXER TAP

HOT TAP

COLD TAP

HOB SPOUT

WALL SPOUT

SC STOP COCK

SHELF

ROBE HOOK

SHLF

RH

TOWEL RINGRNG

SHAMPOO RECESSSR

TR-D TOWEL RAIL - DOUBLE

TH TOWEL HOLDER

TR TOWEL RACK

TMB TUMBLER HOLDER

SOAP HOLDERSOAP





ENSUITE PLANScale: 1:50




DRAWING DRAWN








3 CT2 PLAN DDI 2018.10.08


1 CT PLAN BGU 2018.09.05 ---

H-


ENSUITE DETAILS


SHEET TITLE:

HOUSE DESIGN:

SHEET No:

HOUSE CODE:

SCALES:

FACADE CODE:


66


TRANMERE


7018 -CLARENCE

ADDRESS:

SUBURB:

CLIENT:


DP No:

LOT No:

711753





Temp

late V

ersio

n: 19

.016

16 / 20




PRELIMINARY



SIGNATURE:

DATE:

W10

WMS

FC

FC

770WM

WC

WC

AB

CD

LDRY

LINEN





LAUNDRY PLANScale: 1:50




DRAWING DRAWN








3 CT2 PLAN DDI 2018.10.08


1 CT PLAN BGU 2018.09.05 ---

H-


LAUNDRY DETAILS


SHEET TITLE:

HOUSE DESIGN:

SHEET No:

HOUSE CODE:

SCALES:

FACADE CODE:


66


TRANMERE


7018 -CLARENCE

ADDRESS:

SUBURB:

CLIENT:


DP No:

LOT No:

711753





Temp

late V

ersio

n: 19

.016

17 / 20


- ALL GPOS TO BE 300mm FROM FFL UNLESS OTHERWISENOTED

ELECTRICAL- EXHAUST FAN TO COMPLY WITH CURRENT N.C.C PART3.8.5.2 SECTION C

- EXHAUST FANS TO BE SEALED AND DUCTED TO OUTSIDEOF DWELLING

- IF VENTING OCCURS DIRECTLY THROUGH WALLS/ROOFADJACENT TO FAN, THEN UNIT REQUIRES SELF CLOSINGBAFFLES TO BE CLASSIFIED AS A SEALED UNIT

- ELECTRICIAN IS TO ENSURE THAT ALL GPO'S IN WET AREASMEET ALL STANDARD AND CODE REQUIREMENTS

GENERAL- BUILDER TO VERIFY ALL DIMENSIONS AND LEVELS ON SITEPRIOR TO COMMENCEMENT OF WORK

- ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH THENATIONAL CONSTRUCTION CODE

- INTERNAL DIMENSIONS ARE TO WALL FRAMING ONLY ANDDOES NOT INCLUDE WALL LINING

SITE WORKS- CUT AND BATTER ARE INDICATIVE. BATTER TO COMPLYWITH THE NATIONAL CONSTRUCTION CODE TABLE 3.1.1.1

- ALL CUTS AND FFL'S SHOWN (DA DRAWINGS) ARE SUBJECTTO ENGINEERING ADVICE ONCE A SATISFACTORY SOIL TESTHAS BEEN RECEIVED AND REVIEWED

- ALL EMBANKMENTS THAT ARE LEFT EXPOSED MUST BESTABILISED WITH VEGETATION OR SIMILAR TO PREVENTEROSION

- EMBANKMENTS CANNOT EXCEED 2.0m IN HEIGHT WITHOUTTHE AID OF RETAINING WALLS OR OTHER APPROVED TYPESOF SOIL RETAINING METHODS

- ALL UNPROTECTED EMBANKMENTS MUST COMPLY WITHTHE SLOPE RATIOS FOR SOIL TYPE IN TABLE 3.1.1.1 OF THEN.C.C

MASONRY- ALL MASONRY TO BE CONSTRUCTED IN ACCORDANCEWITH AS3700

- EXTERNAL WALLS TO BE 110mm BRICKWORK UNLESSNOTED

- MORTAR MIXED @ 1:1:6 CEMENT:LIME:SAND UNLESSSTATED OTHERWISE BY ENGINEER

- DAMP-PROOF COURSE IN ALL PERIMETER WALLS CUT INTOEXTERNAL WALLS BELOW FLOOR LEVEL WITH WEEP HOLES@ 1200 CTRS IN ACCORDANCE WITH AS2904

- VERTICAL ARTICULATION JOINTS TO BE PROVIDED @ 6mMAX. CTRS FOR UNREINFORCED MASONARY WALLS EXCEPTWHERE BUILT ON CLASS A OR S SOIL AND SPACED AS PERAS3700 SECTION 12.6.4. WILSON HOMES REQUEST THAT @5M CTRS.

- WHERE NECESSARY, STEEL LINTELS ARE TO BE PROVIDEDIN ACCORDANCE WITH AS4100 AND AS3700

SOIL TYPE /CLASSIFICATION

EMBANKMENT OF SLOPE

COMPACTED FILL CUT

STABLE ROCK (A)

SAND (A)

SILT (P)

FIRM CLAY

SOFT CLAY

SOFT SOILS (P)

2 : 3 8 : 1

1 : 2 1 : 2

1 : 4 1 : 4

1 : 2 1 : 1

NOT SUITABLE 2 : 3

NOT SUITABLE NOT SUITABLE

WET AREAS- WALLS TO WET AREA TO BE FINISHED WITH WET AREAPLASTERBOARD

- COMPLIANCE WITH N.C.C TABLE 3.8.1.1 AND AS3740

- ALL UNINCLOSED SHOWERS ABOVE BATHS TO HAVEMINIMUM 900 SHOWER SCREEN OR FLOORWASTE WITHIN1500 OF SHOWER CONNECTION AS PER AS3740

TIMBER FRAMING- ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH THECURRENT NATIONAL CONSTRUCTION CODE

- ALL TIMBER FRAMING TO BE CARRIED OUT IN ACCORDANCEWITH AS1684

- MGP10 PINE FRAMING OR F17 SOLID AND FINGER JOINEDFRAMING TO ALL STRUCTURAL COMPONENTS. 90 x 35FRAMING TO INTERNAL AND EXTERNAL WALLS. TIMBERCOMPOSITE ENGINEERED ROOF TRUSSES WITH HARDWOODAND MGP COMPONENTS

- GALVANISED WALL TIES TO MASONRY @ 450 CTRSHORIZONTALLY AND 600 CTRS VERTICALLY, WITH SPACINGREDUCED BY 50% AROUND OPENINGS

BRACING / LINTELS- WALL BRACING AS PER AS1684-2 2010 AND AS1170 WINDLOADS

- WALL BRACING AS SHOWN ON PLAN IS A MINIMUM ONLY.BUILDER TO PROVIDE ADDITIONAL BRACING TO SUIT THECONSTRUCTION OF WALL FRAMES IN ACCORDANCE WITHGOOD BUILDING PRACTICE

- PLYWOOD BRACING IN ACCORDANCE WITH AS1684 TABLE8.18 (H) METHOD B 900 WIDE SHEET PLY BRACING PANELS(6mm THICK F11 OR 4mm THICK F14) TO BE FIXED TO STUDFRAME WITH 2.8mm DIA x 30mm LONG MIN. HEAD NAILS

- 65 x 19 HW DIAGONAL TIMBER BRACING CHECKED INTOSTUDS AND FIXED IN ACCORDANCE WITH AS1684

TIMBER LINTELS FOR SINGLE (OR UPPER STORY) TO BE F17HARDWOOD AS FOLLOWS:

0 - 1500 120 x 351500 - 2400 140 x 352400 - 2700 190 x 35TIEDOWN AND FIXING CONNECTIONS TO COMPLY WITH AS1684STEEL LINTELS FOR SINGLE (OR UPPER STOREY) TO BE ASFOLLOWS0 - 2700 90 x 90 x 6 EA2700 - 3200 100 x 100 x 8 EA3200 - 4000 150 x 90 x 8 UA*LINTELS REQUIRE 150mm BEARING WITHER SIDE OFOPENINGALL LINTEL SIZES SHOWN ARE SUBJECT TO ENGINEERSDETAILS

CONCRETE- CONCRETE FOOTING AND SLABS TO BE IN ACCORDANCEWITH AS2870

- CONCRETE TO BE MANUFACTURED TO COMPLY WITHAS3600 AND:HAVE A STRENGTH @ 28 DAYS OF NOT LESS THAN 25MpA(N25 GRADE)HAVE A 20mm NOMINAL AGGREGATE SIZEHAVE A NOMINAL 80mm SLUMP

- CONCRETE SLAB TO BE LAID OVER 0.2mm POLYTHENEMEMBRANE, 50mm WELL BEDDED SAND AND MINIMUMCOMPACTED FCR (20mm)

- SLAB THICKNESS AND REINFORCEMENT TO BE AS PERENGINEERS DESIGN

WINDOWS- WINDOWS TO BE ALUMINIUM FRAMED SLIDING UNLESSNOTED OTHERWISE

- ALL WINDOWS TO BE FABRICATED AND INSTALLED INACCORDANCE WITH AS1288 AND AS2047 TO SPECIFIC WINDSPEED AS PER ENGINEERS REPORT

- ALL OPENING WINDOWS TO COMPLY WITH N.C.C 3.6REQUIREMENTS

- AS PER N.C.C 3.9.2.5 ALL BEDROOM WINDOWS WHERE THELOWEST OPENABLE PORTION OF THE WINDOW IS WITHIN1.7m OF FFL AND THE FFL IS 2m OR MORE ABOVE NGL,REQUIRE A PERMANANTLY FIXED DEVICE RESTRICTING ANYOPENINGS OF THE WINDOW OR SCREEN SO THAT A 125mmSPHERE CANNOT PASS THROUGH; AND RESISTINGOUTWARDS HORIZONTAL ACTION OF 250N AGAINST THEWINDOW. WHERE THE DEVICE OR SCREEN CAN BEREMOVED, UNLOCKED OR OVER-RIDDEN, THE DEVICE ORSCREEN MUST HAVE A CHILD RESISTANT RELEASEMECHANISM INSTALLED AND BARRIER BELOW THE WINDOWTHAT IS 865mm HIGH ABOVE FFL AND RESTRICTS ANYOPENING WITHIN THE BARRIER SO THAT A 125mm SPHERECANNOT PASS THROUGH, AND HAS NO HORIZONTAL ORNEAR HORIZONTAL ELEMENTS BETWEEN 150mm AND 760mmFROM FFL.

- GLAZING INSTALLED IN AREAS WITH HIGH POTENTIAL FORHUMAN IMPACT TO COMPLY WITH N.C.C PART 3.6.4

DRAINAGE / WATER- DRAINAGE TO BE DESIGNED AND CONSTRUCTED INACCORDANCE WITH AS3500 AND LOCAL AUTHORITY

- STORMWATER PIPES TO BE UPVC CLASS HD

- SEWER PIPES TO BE UPVC CLASS SH

- PROVIDE 20DIA K2 POLYETHYLENE WATER RETICULATION

- TYPE B STOP VALVE TO BE LOCATED ADJACENT TO ENTRY

- BACKFILL ALL TRENCHED BENEATH VEHICLE PAVEMENTAND SLABS ON GRADE TO FULL DEPTH WITH 20 FCR

- PROVIDE OVERFLOW RELIEF GULLY WITH TAP OVER.INVERT LEVEL TO BE 150 MIN. BELOW LOWEST SANITARYDRAINAGE POINT.

- CUT AND BATTER ARE INDICATIVE. BATTER TO COMPLYWITH CURRENT N.C.C TABLE 3.1.1.1

- AG DRAIN REQUIRED AROUND PERIMETER OF DWELLINGFOR ALL CLASS M, H, E SITES. LOCATE AG DRAIN NOTCLOSER THAN 1.5m FROM FOOTINGS IN ACCORDANCE WITHAS2870 SECTION 5.6

- PROVIDE SURFACE DRAINAGE IN ACCORDANCE WITHAS2870 SECTION 5.6.3

- PROVIDE FLEXIBLE JOINTS IN ALL DRAINAGE EMERGINGFROM UNDERNEATH OR ATTACHED TO BUILDING INACCORDANCE WITH AS2870 SECTION 5.6.4 FOR ALL CLASS HAND E SITES. REFER TO GEOTECH FOR FURTHERINFORMATION

- DOWNPIPES AND GUTTERS DESIGNED IN ACCORDANCEWITH AS/NZS 3500.3

STAIRCASES / BALUSTRADES /HANDRAILSSTAIR TREADS 240mm MIN. - 355mm MAX.STAIR RISERS 115mm MIN. - 190mm MAX.

- HANDRAIL REQUIRED WHERE CHANGE OF LEVEL BETWEENFLOOR / LANDINGS > 1m AS PER CURRENT N.C.C 3.9.2.4

- NO GAPS IN STAIRCASES OR BALUSTRADE TO BEGREATER THAN 125mm

- BALUSTRADE REQUIRED WHERE LEVEL OF LANDING ORDECK IS GREATER THAN 1000mm ABOVE ADJACENTGROUND LEVEL

- BALUSTRADE TO BE MINIMUM 1000mm ABOVE FFL(INCLUDING ANY FLOOR COVERINGS)

- DOORS OPENING OUTWARDS EXTERNALLY MUST OPENTO A LANDING (MIN. 750mm WIDE) WHERE THE DIFFERENCEIN LEVELS IS GREATER THAN 570mm

- NON-SLIP TREADS TO ALL TREADS AND TO COMPLY WITHN.C.C 3.9.1.4

FIRE SAFETY- SMOKE ALARMS T BE MAINS POWERED AND INSTALLED ASPER AS3786. LOCATIONS AS PER N.C.C 3.7.2

- SMOKE ALARMS TO BE INTERCONNECTED WHERE THERE ISMORE THAN ONE ALARM

- INSTALLATION OF WOOD HEATERS TO COMPLY WITHAS2918. PROVIDE LOCAL AUTHORITIES WITH INSULATIONAND COMPLIANCE CERTIFICATES

ROOFING- ROOF TO BE COLORBOND 'CUSTOM ORB' METALDECK.PROVIDED AND INSTALLED IN ACCORDANCE WITH AS 1562.1(IF TILED REFER TO AS2050)

- PREFABRICATED ROOF TRUSSES TO BE SUPPLIED ANDINSTALLED TO MANUFACTURERS SPECIFICATIONS. TRUSSMANUFACTURER TO CONFIRM LINTEL SIZES.

WOOD HEATERS- ALL WOOD HEATERS ARE TO COMPLY WITHMANUFACTURERS SPECIFICATION AND N.C.C PART 3.7.3

CONDENSATION- WHERE RAKED CEILINGS EXIST, IT IS HIGHLYRECCOMENDED THAT SUITABLE SPACING BETWEENSARKING AND BULK INSULATION EXISTS. (NO CONTACTBETWEEN PRODUCTS). THE BUILDER IS TO ENSUREADEQUATE SIZED TIMBER IS USED TO ENSURE THISSEPARATION OS PROVIDED

- IN STANDARD ROOF SPACES, IT IS HIGHLY RECOMMENDEDTO PROVIDE SEPARATION BETWEEN SARKING AND CEILINGINSULATION, AROUND THE BUILDING PERIMETER, TOENSURE AIRFLOW FROM EAVE VENTS IS MAINTAINED

- IT IS HIGHLY RECOMMENDED THAT ALL LIGHTWEIGHTCLADDING IS BATTENED OUT FROM STUDS (METAL / FCSHEET / TIMBER)WHERE LANDINGS ARE NOT NOMINATED TO EXTERNAL

DOORS, OPERATING DOOR LEAFS ARE TO BE SCREWEDFIXED SHUT, OR PROVIDED WITH A FORMED FCR LANDINGNOMINALLY 180mm BELOW GROUND LEVEL.


DRAWING DRAWN








3 CT2 PLAN DDI 2018.10.08


1 CT PLAN BGU 2018.09.05 ---

H-


GENERAL NOTES


SHEET TITLE:

HOUSE DESIGN:

SHEET No:

HOUSE CODE:

SCALES:

FACADE CODE:


66


TRANMERE


7018 -CLARENCE

ADDRESS:

SUBURB:

CLIENT:


DP No:

LOT No:

711753





Temp

late V

ersio

n: 19

.016

18 / 20


AS3959 (2009)

GENERALBUILDING TO COMPLY WITH BCA 3.7.4.

SUBFLOOR SUPPORTSTHIS STANDARD DOES NOT PROVIDE CONSTRUCTION REQUIREMENTS FOR SUBFLOORSUPPORT POSTS, COLUMNS, STUMPS, PIERS AND POLES.

CONCRETE SLABS ON GROUNDTHIS STANDARD DOES NOT PROVIDE CONSTRUCTION REQUIREMENTS FOR CONCRETESLABS ON GROUND.

ELEVATED FLOORSTHIS STANDARD DOES NOT PROVIDE CONSTRUCTION REQUIREMENTS FOR ELEVATEDFLOORS, INCLUDING BEARERS, JOISTS AND FLOORING.

WALLSTHIS STANDARD DOES NOT PROVIDE CONSTRUCTION REQUIREMENTS FOR THE EXPOSEDCOMPONENTS OF AN EXTERNAL WALL.

JOINTSTHIS STANDARD DOES NOT PROVIDE CONSTRUCTION REQUIREMENTS FOR JOINTS

VENTS AND WEEPHOLESTHIS STANDARD DOES NOT PROVIDE CONSTRUCTION REQUIREMENTS FOR VENTS ANDWEEPHOLES.

BUSHFIRE SHUTTERSTHIS STANDARD DOES NOT PROVIDE CONSTRUCTION REQUIREMENTS FOR BUSHFIRESHUTTERS.

SCREENS FOR WINDOWS AND DOORSTHIS STANDARD DOES NOT PROVIDE CONSTRUCTION REQUIREMENTS FOR WINDOW ANDDOOR SCREENS.

SIDE-HUNG EXTERNAL DOORS (INCLUDING FRENCH DOORS, PANEL FOLD AND BIFOLD)THIS STANDARD DOES NOT PROVIDE CONSTRUCTION REQUIREMENTS FOR SIDE-HUNGEXTERNAL DOORS (INCLUDING FRENCH DOORS, PANEL FOLD AND BIFOLD).

SLIDING DOORSTHIS STANDARD DOES NOT PROVIDE CONSTRUCTION REQUIREMENTS FOR SLIDINGDOORS.

VEHICLE ACCESS DOORS (GARAGE DOORS)THIS STANDARD DOES NOT PROVIDE CONSTRUCTION REQUIREMENTS FOR VEHICLEACCESS DOORS.

ROOFS - GENERALTHIS STANDARD DOES NOT PROVIDE CONSTRUCTION REQUIREMENTS FOR ROOFS.

VERANDA, CARPORT AND AWNING ROOFSTHIS STANDARD DOES NOT PROVIDE CONSTRUCTION REQUIREMENTS FOR VERANDA,CARPORT AND AWNING ROOFS.

ROOF PENETRATIONSTHIS STANDARD DOES NOT PROVIDE CONSTRUCTION REQUIREMENTS FOR ROOFPENETRATIONS.

EAVES LININGS, FACIAS AND GABLESTHIS STANDARD DOES NOT PROVIDE CONSTRUCTION REQUIREMENTS FOR EAVESLININGS, FACIAS AND GABLES.

GUTTERS AND DOWNPIPESTHIS STANDARD DOES NOT PROVIDE CONSTRUCTION REQUIREMENTS FOR GUTTERS ANDDOWNPIPES.

VERANDAS, DECKS, STEPS AND LANDINGS - GENERALDECKING MAY BE SPACEDTHERE IS NO REQUIREMENT TO ENCLOSE THE SUBFLOOR SPACES OF VERANDAS, DECKS,STEPS, RAMPS OR LANDINGS

ENCLOSED SUBFLOOR SPACES OF VERANDAS, DECKS, STEPS, RAMPS OR LANDINGSTHIS STANDARD DOES NOT PROVIDE MATERIAL REQUIREMENTS FOR ENCLOSEDSUBFLOOR SPACES OF VERANDAS, DECKS, STEPS, RAMPS OR LANDINGS.

UNENCLOSED SUBFLOOR SPACES OF VERANDAS, DECKS, STEPS, RAMPS OR LANDINGSTHIS STANDARD DOES NOT PROVIDE MATERIAL REQUIREMENTS FOR UNENCLOSEDSUBFLOOR SPACES OF VERANDAS, DECKS, STEPS, RAMPS OR LANDINGS.

BALUSTRADES, HANDRAILS OR OTHER BARRIERSTHIS STANDARD DOES NOT PROVIDE CONSTRUCTION REQUIREMENTS FOR BALUSTRADES,HANDRAILS OR OTHER BARRIERS.

WATER AND GAS SUPPLY PIPESTHIS STANDARD DOES NOT PROVIDE CONSTRUCTION REQUIREMENTS FOR WATER ANDGAS SUPPLY PIPES

AS3500.1 (2003)(AMEND 2 2010)

5.23 BUSHFIRE ZONESPIPES OF OTHER MATERIALS SHALL BE BURIED WITH A MINIMUM DEPTH OF COVER 300mm,MEASURED FROM THE PROPOSED FINISHED SURFACE LEVEL AND SHOULD BE IDENTIFIEDGENERALLY IN ACCORDANCE WITH AS 1345-1995.


DRAWING DRAWN








3 CT2 PLAN DDI 2018.10.08


1 CT PLAN BGU 2018.09.05 ---

H-


BAL LOW SPECIFICATIONS


SHEET TITLE:

HOUSE DESIGN:

SHEET No:

HOUSE CODE:

SCALES:

FACADE CODE:


66


TRANMERE


7018 -CLARENCE

ADDRESS:

SUBURB:

CLIENT:


DP No:

LOT No:

711753





Temp

late V

ersio

n: 19

.016

19 / 20


V1, 14 March 2016DeterminationBuilding Act 2000Requirements for Building In Bushfire-Prone Areas

Deemed-to-Satisfy Requirements (Part 4)

Deemed-to-Satisfy Requirements.Performance Requirements are not satisfied by complying with theComment: this means that where BAL 40 or BAL FZ is assessed, the

satisfied by compliance with subsections (1) or (2) above.for buildings subject to BAL 40 or BAL Flame Zone (BAL-FZ) are not(3) Despite subsections (1) and (2) above, performance requirements

specified in 1(a) and 1(b) are as specified in Table 4.1 below.(2) Despite subsection (1) above, variations from requirements

as appropriate for a BAL determined for that site.by the National Association of Steel Framed Housing Inc. (NASH).

publishedStandard for Steel Framed Construction in Bushfire Areas(b)(a) AS 3959-2009; orN.C.C., being either: -accordance with an Acceptable Construction Manual determined by thebuilding) in a bushfire-prone area must be designed and constructed in(1) Building work (including additions or alterations to an existing4.1 Construction Requirements:

(c) Include access to the hardstand area for the water connection point.part of the building measured as a hose lay; and(b) Include access from a public road to within 90 metres of the furthestproperty access requirements described in Table 4.2;(2) Vehicular access from a public road to a building must: (a) Meet the

subsection (2) below.accessible by a carriageway, designed and constructed as specified inwith property access to the building and the water connection point,(1) A new building constructed in a bushfire-prone area must be provided4.2 Property Access

(c) Provided with a hardstand and suitable connections.protected; and(b) Located within the specified distance from the building to bewater supply;(3) The water supply must be: (a) Provided from a fire hydrant or static

in Tables 4.3A and 4.3B.(2) Water supplies for fire fighting must meet the requirements described

specified in subsections (2) and (3) below.provided with a water supply dedicated for fire fighting purposes as(1) A new building constructed in a bushfire-prone area, must be4.3 Water Supply for Fire fighting

not significantly contribute to the bushfire attack.and other hazards are removed such that the fuels and other hazards do(4) The HMA must be established such that fuels are reduced sufficiently,

of AS 3959-2009; andrequired for the separation distances specified for that BAL in Table 2.4.4(3) The HMA for a particular BAL must have the minimum dimensions

(2) The HMA must comply with Table 4.4; and

separates the building from the bushfire hazard.dimensions and which provides an area around the building whichbushfire-prone area must be provided with a HMA of sufficient(1) A new building, or extension to a building, constructed in a4.4 Hazard Management Areas

Requirement specified in Column 2, must be complied with.(a) for a particular Element specified in Column 1, the corresponding

respectively complied with in the following way :corresponding Tables 4.1, 4.2, 4.3A, 4.3B, 4.4 and 4.5 below must be(1)For the purposes of paragraphs 4.1, 4.2, 4.3, 4.4 and 4.5 above, the4.6 Interpretation of Tables

(2)The emergency plan must comply with Table 4.5

classified as a vulnerable use, constructed in a bushfire-prone area; andb) A new building, extension or addition to a building, or change of usea respite centre or a residential aged care facility or similar; orClass 2, or Class 3, other than a group home for persons with a disability,alterations to buildings classified as an accommodation building Class 1b,a) Hazard management areas for new buildings and additions and(1) An emergency plan must be provided for:

(Not Applicable for Class 1A)4.5 Emergency Plan

Table 4.1 Construction Requirements & Construction Variations

A.for walls and roofs.Polycarbonate Sheeting May be used in exposures up to and including BAL 19.

Comment: refer to the TFS Chief Officer's Bushfire Advisory Note 3.

B. May be used in exposures up to and including BAL 19.Straw Bale Construction

C.Section 3.5 of AS3959-2009.Shielding provisions under

can be met.demonstrate that the requirements of Section 3.5 of the Standardplans must include suitable detailed elevations or plans thatTo reduce construction requirements due to shielding, building

in and assessment of BAL-LOW.Comment: Application of Section 3.5 of the Standard cannot result

D.for vulnerable useConstruction standard

accredited person.constructed to a BAL that is determnined in a BHMP certified by anBuilding work for a building classified as a vulnerable use must be

REQUIREMENTELEMENT

Column 1 Column 2

A.

B.

Column 1

Table 4.2 Standards for Property Access

connection point.appliance to access a wateraccess is not for a fireless than 30 metres; orProperty access length is There are no specified design and construction requirements.

to a water connection point.access for a fire appliance30 metres or greater; orProperty access length is

C.200 metres or greater.Property access length is

and 20 metres length provided every 200 metres.(2) Passing bays of 2 metres additional carriageway width

above; andB(1) The Requirements forproperty access:The following design and construction requirements apply to

D.

more properties.access is provided to 3 orgreater than 30 metres, andProperty access length is

and 20 metres length must be provided every 100 metres.(2) Passing bays of 2 metres additional carriageway width

above; andB(1) Complies with Requirements forproperty access:The following design and construction requirements apply to

A.

B.

C.

REQUIREMENTELEMENT

Column 1 Column 2

Table 4.3A Reticulated Water Supply for Fire fighting

building area.the water connection point and the furthest part of the(2) The distance must be measured as a hose lay, between120 metres of a fire hydrant; and(1) The building area to be protected must be located within

The following requirements apply:

hydrantsDesign criteria for fire

Hardstand

equivalent to the standard of the property access(4) Connected to the property access by a carriagewaysame standard as the carriageway; and(3) With a minimum width of three metres constructed to theprotected;(2) No closer than six metres from the building area to beas a hose lay;(1) no more than three metres from the hydrant, measured

A hardstand area for fire appliances must be provided:

(2) Fire hydrants are not installed in parking areas.andCode of Australia WSA 03 - 2011-3.1 MRWA Edit ion 2.0;in accordance with TasWater Supplement to Water Supply(1) Fire hydrant system must be designed and constructed


A.

B.

C.

REQUIREMENTELEMENT

Column 1 Column 2

supplyprotected and waterbuilding area to be beDistance between

Table 4.3B Static Water Supply for Fire fighting

building area.the water connection point and the furthest part of the(2) The distance must be measured as a hose lay, betweensupply; and90 metres of the water connection point of a static water(1) The building area to be protected must be located within


Static Water Supplies

(c) fibre-cement a minimum of 6 mm thickness.(b) non-combustible material; or(a) metal;

400 mm of the tank exterior is protected by:may be constructed of any material provided that the lowestin compliance with Section 3.5 of AS 3959-2009, the tank(5) If a tank can be located so it is shielded in all directionsmaterials if above ground; and(4) Must be metal, concrete or lagged by non-combustiblesystems;any other purpose including fire fighting sprinkler or spraybe protected. This volume of water must not be used for(3) Must be a minimum of 10,000 litres per building area tofighting water must be available at all times;other uses) but the specified minimum quantity of fire(2) May be a supply for combined use (fire fighting andstatic water supply;(1) May have a remotely located offtake connected to the

A static water supply:

stands and tank supports)accessories (includingFittings, pipework and

D.connectionsSignage for static water

(d) Be no less than 400 mm above the ground.operation; andpoint in a situation which will not impede access or(c) Be located within one metre of the water connectionand circle on a red background;(b) Be in fade-resistant material with white reflective letteringheight;with the letter in upper case of not less than 100 mm in(a) Be marked with the letter “W”contained within a circle

(2)The following requirements:protection systems; or

Water storage tanks for firerequirements within AS 2304-2011in a visible location. The sign must comply with:Water tank signageidentified by a sign permanently fixed to the exterior of the assembly(1)The water connection point for a static water supply must be

E. Hardstand

equivalent to the standard of the property access.(4) Connected to the property access by a carriagewaysame standard as the carriageway; and(3) With a minimum width of three metres constructed to theprotected;(2) No closer than six metres from the building area to bewater level in dams, swimming pools and the like);point, measured as a hose lay (including the minimum(1) No more than three metres from the water connection

A hardstand area for fire appliances must be provided:

A.

B.

C.

REQUIREMENTELEMENT

Column 1 Column 2

Table 4.4 Hazard Management Area Requirements

subdivision.BAL at the time ofon lots provided with aareas for new buildingsHazard managements

bushfire hazard management plan.(2) Have a HMA established in accordance with a certifieddetermined at the time of the subdivision; andsmaller than the required separation distances for the BAL(1) Be located on the lot so as to be provided wih a HMA no

A new building must:

division.a BAL at the time of subon lots not provided withareas for new buildingsHazard management

bushfire hazard management plan.(2) Have an HMA established in accordance with a certifiedandsmaller than the separation distances required for BAL 29;(1) Be located on the lot so as to be provided with a HMA no

A new building must:

buildings.for alterations or additions toHazard management areas

bushfire hazard management plan.(2) Have an HMA established in accordance with a certified

distances required for BAL 29; andassessment, is no smaller than the separation(b) In the case of a building without an existing BALorassessed for the construction of the existing building;(a) Has the separation distances required for the BAL

which:(1) Be located on the lot so as to be provided with a HMA

An alteration or addition to a building must:

D.

or similar.residential aged care facilityrespite centre or apersons with a disability, acommunal residence foror BCA Class 3, other thanBCA Class 1b, BCA Class 2,accommodation buildingbuildings classified as anadditions and alterations tofor new buildings andHazard management areas

bushfire hazard management plan.(2) Have an HMA established in accordance with a certifiedand

and water supply for fire fighting;resistance to ignition from bushfire, property accessbuilding from the bushfire hazard, appropriateprovides, to the degree necessary, separation of theperson that a bushfire hazard management plan(b) provided with a certificate from an accreditedrequired for BAL 12.5; orHMAs no smaller than the separation distances(a) located on the lot so as to be provided with

(1) Be:A new building or an alteration or addition must:

E.

Bushfire-Prone Areas CodeDirective No. 1,

Interim Planningdefined inas vulnerable use asexisting buildings classifiedadditions and alterations tofor new buildings andHazard management areas

bushfire hazard management plan.(2) Have a HMA established in accordance with a certifiedand

and water supply for fire fighting;resistance to ignition from bushfire, property accessbuilding from the bushfire hazard, appropriateprovides, to the degree necessary, separation of theperson that a bushfire hazard management plan(b) provided with a certificate from an accreditedBAL 12.5; orno smaller than the separation distances required for(a) located on the lot so as to be provided with HMAs

(1) Be:must:A new building or an addition or alteration including change of use

F.

hazardous usebuildings associated with aadditions and alterations tofor new buildings orHazard management areas

bushfire hazard management plan.(2) Have a HMA established in accordance with a certifiedplan; anddetermined in the certified bushfire hazard managementsmaller than the required separation distances for the BAL(1) Be located on the lot so as to be provided with a HMA no

for a building determined as a hazardous use must:A new building or an alteration or addition, including change of use,

A.

REQUIREMENTELEMENT

Column 1 Column 2

Emergency plans

(4) Approved by TFS.(3) Complies with AS 4083-2010 (if applicable); and(2) Complies with AS 3745-2010;Guidelines;(1) Consistent with TFS Bushfire Emergency Planning

An emergency plan must be developed for the site which is:

damage by vehicles.(d) Protected from possible damage, includingground level; and(c) At a working height of 450 - 600mm aboveequipment;(b) Accessible to allow connection by fire fighting(a) Visible;

in a position that is:(9) Where a remote offtake is installed, ensure the offtake iscompliant with this Table; andtop of not less than 250 mm diameter or a coupling(8) Ensure underground tanks have either an opening at thesecuring chain (minimum 220 mm length);(7) Ensure the coupling is fitted with a blank cap andconnection at all times;(6) Ensure the coupling is accessible and available forfighting equipment;coupling fitted with a suction washer for connection to fire(5) Provide a DIN or NEN standard forged Storz 65 mm

AS/NZS 3500.1-2003 Clause 5.23);(compliant with(4) Where buried, have a minimum depth of 300mmabove ground;(3) Be metal or lagged by non-combustible materials ifdiameter of 50mm;(2) Be fitted with a valve with a minimum nominal internal(1) Have a minimum nominal internal diameter of 50mm;

static water supply must:Fittings and pipework associated with a water connection point for a

wide and 8 metres long.(c) A hammerhead "T" or "Y" turning head 4 metres(b) A property access encircling the building; or10 metres;(a) A turning circle with a minimum inner radius of

provided by one of the following:(10) Terminate with a turning area for fire appliancesandroads, and 10° (1:5.5 or 18%) for unsealed roads;(9) Maximum gradient of 15° (1:3.5 or 28%) for sealed(8) Curves with a minimum inner radius of 10 metres;(7) Dips less than 7° (1:8 or 12.5%) entry and exit angle;(6) Cross falls of less than 3° (1:20 or 5%);edge of the carriageway;(5) Minimum horizontal clearance of 0.5 metres from the(4) Minimum vertical clearance of 4 metres;(3) Minimum carriageway widths of 4 metres;and culverts;(2) Load capacity of at least 20 tonnes, including for bridges(1) All-weather construction;

property access:The following design and construction requirements apply to

(Not Applicable for Class 1A)Table 4.5 Requirements for Emergency Planning

supplyprotected and waterbuilding area to beDistance between


DRAWING DRAWN








3 CT2 PLAN DDI 2018.10.08


1 CT PLAN BGU 2018.09.05 ---

H-


BUSHFIRE PRONE AREA BUILDING ACT 2000


SHEET TITLE:

HOUSE DESIGN:

SHEET No:

HOUSE CODE:

SCALES:

FACADE CODE:


66


TRANMERE


7018 -CLARENCE

ADDRESS:

SUBURB:

CLIENT:


DP No:

LOT No:

711753





Temp

late V

ersio

n: 19

.016

20 / 20


Documents

DEVELOPMENT APPLICATION - City of Clarence...2019/04/10 · Box 96, Rosny Park, 7018 or by electronic mail to [email protected]. Representations must be received by Council