development application...2020/08/19 · 4 prelim plan - rfi: shadow diagrams added all 2020.02.12...

DEVELOPMENT APPLICATIONPDPLANPMTD-2020/010552

APPLICANT: Wilson Homes

PROPOSAL: Dwelling

LOCATION: 861 Oceana Drive, TRANMERE

RELEVANT PLANNING SCHEME: Clarence Interim Planning Scheme 2015

ADVERTISING EXPIRY DATE: 19 August 2020

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 19 August 2020.

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 19 August 2020.

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.

mailto:[email protected]

http://www.ccc.tas.gov.au/

SHEET INDEXCOVER SHEETSITE PLANGROUND FLOOR PLANFIRST FLOOR PLANSOIL AND WATER MANAGEMENT PLANELEVATIONSELEVATIONSSECTIONSWINDOW & DOOR SCHEDULESCALCULATION & SCHEDULESBRICK COURSING & WINDOW FLASHINGDRAINAGE PLANROOF DRAINAGE PLANGROUND FLOOR ELECTRICAL PLANFIRST FLOOR ELECTRICAL PLANFLOOR COVERINGSKITCHEN DETAILSBATHROOM DETAILSPOWDER ROOM DETAILSENSUITE DETAILSLAUNDRY DETAILSSHADOW DIAGRAMSGENERAL NOTESWET AREA & ENERGY EFFICIENCY NOTES

123456789101112131415161718192021222324

THIS PLAN ACCEPTED BY:

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

SIGNATURE:

DATE:

BUILDING INFORMATIONGROUND FLOOR TOP OF WALL HEIGHT(S): 2445mmFIRST FLOOR TOP OF WALL HEIGHT(S): 2745mm(CEILING HEIGHT 45mm LOWER THAN TOP OF WALL)ROOF PITCH (U.N.O.): 23.0°ELECTRICITY SUPPLY: SINGLE PHASEGAS SUPPLY: NONE

ROOF MATERIAL: SHEET METALROOF COLOUR: DARKROOF INSULATION: R4.1 BATTS SARKING

WALL MATERIAL: BRICK VENEERWALL INSULATION: R2.0 BATTS WALL WRAP TO ENTIRE HOUSE

FLOOR INSULATION: R0.22 BIAX XPOD & AIRCELLINSULATION

SITE & ENGINEERING INFORMATIONWIND CLASSIFICATION: N3CLIMATE ZONE: ZONE 7 - COOL TEMPERATEWIND REGION: ATERRAIN CATEGORY: TC2.5SHIELDING FACTOR: NS - NO SHIELDINGTOPOGRAPHIC CLASSIFICATION: T1DESIGN WIND SPEED: 50 m/sec

SITE CLASSIFICATION: P-H2SLAB CLASSIFICATION: TBC

SLAB TO BE 85mm THICK (U.N.O.) WITH REINFORCEMENT TO ENGINEERSSPECIFICATIONS & DETAILS OVER A 200µm WATERPROOF MEMBRANE ON ABED OF FREE DRAINING COARSE SAND (WHERE SPECIFIED)

PROVIDE BRICK CONTROL JOINTS IN ACCORDANCE WITH N.C.C. & AS 3700

ALL TIMBER FRAMING TO BE DESIGNED TO AS1684-2010

INCLUSIONS

• ELEVATE SPECIFICATIONS• FISHER & PAYKEL UPGRADE• MYCHOICE UPGRADE• CLIX OVERLAY TO KITCHEN & ENTRY• DOUBLE GLAZING

BAL NOT REQUIRED

ENGINEERING BY GANDY AND ROBERTSS001 STRUCTURAL NOTESS101 GROUND FLOOR SLAB PLANS102 FIRST FLOOR FRAMING PLANS103 ROOF FRAMING PLANS104 GROUND FLOOR BRACING PLANS105 FIRST FLOOR BRACING PLANS301 RETAINING WALL DETAILS - 01S302 RETAINING WALL DETAILS - 02S303 MASONRY CONSTRUCTION DETAILSS304 FOOTING DETAILS - 01S401 CONCRETE DETAILS - 01S402 CONCRETE DETAILS - 02S403 CONCRETE DETAILS - 03S404 CONCRETE DETAILS - 04S601 FRAMING DETAILS - 01S602 FRAMING DETAILS - 02S603 FRAMING DETAILS - 03

SITE LOCATION

LOCATION MAP

No. AMENDMENT SHEET DATE DRAWN CHECK

HIGHLY REACTIVE & DISPERSIVE SOIL SITE.ALTERNATE DRAINAGE PLAN TO BE USED

CT PLAN ALL 2019.11.06 DDI -

CT PLAN

1

PRELIM PLAN ALL 2020.01.10 BGU -

PRELIM PLAN

3

CT PLAN - DWELLING RAISED 400mm ALL 2019.11.18 DDI -2

PRELIM PLAN - RFI: SHADOW DIAGRAMS ADDED ALL 2020.02.12 DDI -4

PRELIM PLAN - DRAINAGE PLAN ADDED, COLOURS, PLAN PRESENTATION, CALCULATIONS UPDATES, FACADE CHANGED FROMCOASTAL TO CLASSIC ALL 2020.02.25 DDI -5

BA PLAN SET - INITIAL ISSUE ALL 2020.05.08 RMF DDI6

BA PLAN SET - ADD RETAINING WALL HEIGHTS 6, 7, 8 2020.05.14 CPO -7

BA PLAN SET - DWELLING MIRRORED AND RE-SITED ALL 2020.07.01 BGU -8

BA PLANBA PLAN SET - ADDRESSED COUNCIL RFI 6, 7 2020.07.23 CPO -9

© 2020 WILSON HOMES 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 PTY LTD IS THE OWNER OF COPYRIGHT IN THIS DRAWING. YOU HEREBY AGREE AND UNDERTAKE THATYOU 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 PTY LTD.

DRAWING DRAWN

9 BA PLAN SET - COUNCIL RFI CPO 2020.07.23

8 BA PLAN - DWELLING RE-SITED BGU 2020.07.01

7 BA PLAN SET - RET WALL HEIGHTS CPO 2020.05.14

6 BA PLAN SET - INITIAL ISSUE RMF 2020.05.08

5 COLOURS, PLAN PRES UPDATES DDI 2020.02.25

CLIENT:

MS. JING CHEN & MR. ZHEN WULOT No.:

68ADDRESS:

861 OCEANA DRIVECT No.:

176222SUBURB:

TRANMEREPOSTCODE:

7018COUNCIL:

CLARENCE

HOUSE DESIGN:

FRESHWATER TWO (MODIFIED)HOUSE CODE:

H-WELFSW20LAFACADE DESIGN:

CLASSICFACADE CODE:

F-WELFSW10CLASASHEET TITLE:

COVER SHEETSCALES: SHEET No.: 712288

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.

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RL 26.629CUT 0.929

RL 25.097FILL 0.603

RL 25.097FILL 0.603

RL 25.442FILL 0.258

RL 26.336CUT 0.636

RL 27.095CUT 1.395

RL 27.956FILL 0.594

RL 27.797FBW 0.772

RL 27.980FBW 0.600

FF PAD RL 28.530FF FFL 28.950

3,332

2,472

2,472

2,838

1,001

2,785

5,077

5,041

6,110

5,037

19,570

19,378

20,024

19,7451,000

740

1,600

1,600

APPROX.9.5% FALLS

STEEL FRAMING TO DECK, LANDING/STEPS.TREATED PINE TREADS, HANDRAILS

1700mm HIGH PRIVACYSCREENS TO STAIRS

MAX 1100mm RETAININGWALL, BALUSTRADE &

CRASH-RAIL (BY BUILDER)1:4 FILL BATTER 1:2 CUT BATTER

1:2 FILL BATTER

1:3 FILL BATTER

1:2 FILL BATTER1:2 CUT BATTER

TRAFFICABLE 150mm GRATEDDRAIN AND 450mm GRATED PIT

MAX. 1450mm HIGH CORE-FILLEDBLOCK RETAINING WALL (MIN. 300OFFSET FROM BOUNDARY)

MAX. 1000mm CORE-FILLED BLOCKRETAINING WALL (MIN. 300 OFFSETFROM BOUNDARY)

RETAINING WALL UNDERDWELLING AS PERENGINEERING DESIGN.OFFSET 1M FROM STUD WALLTO ALLOW FOR SERVICE PAD

RL 29.500

1:4 FILL BATTER

24m² PRIVATE OPENSPACE @ MAX 10%GRADIENT. COMPLIANTWITH 10.4.3 (A2)

GROUNDFLOOR FFL

26.085

R i dge27 .7 3

53 °19 '00 "17 .90

1 4 4 °5 2 '2 0 "3 9 .5 2

234°47'00 "18 .04

325°05'40"39.06

24252627

2829

2 8 .8 5

2 9 .7 6

3 0 .2 6

3 0 .5 43 0 .4 5

3 0 .0 9

2 9 .7 7

2 9 .2 5

2 9 .9 03 0 .6 03 0 .6 8

3 0 .9 4

3 1 .2 1

3 1 .4 53 1 .2 9

3 1 .0 6

3 0 .8 1

3 0 .5 9

3 0 .3 8

3 0 .1 3

C.T.176222-68706m²

24

252627

Ocea

na

Drive

S e w e r m a n h o l e S e w e r m a n h o l e

S e w e r m a n h o l e

S W m a n h o l e

Na i l i n f ence

S ta r

S ta r

P o w e r b o x

C o m m s p i t

Wa t e r

connec t i on

P h o n e & p o w e r

connec t i ons

Conc r e t e

Conc r e t e

Conc r e t e

Pipe l ine & Serv i ce & D ra inage

E a s e m e n t 4 .00 w ide

H o u s e

H o u s e

Gut t e r 2 5 .9 5

Gu t t e r 2 5 .9 5

R i d g e 2 7 .5 5

Gu t t e r 2 5 .2 5

R i d g e 2 7 .5 6R i d g e 2 6 .4 1

Ridge26 .2 9

B .M . Na i l in kerb

R .L . 3 0 .48 A .H .D .

Na i l i n f ence

Paling f encePa l i ng f ence

S W c o n n e c t i o n

I.V . 2 3 .2 0

Sewe r c onnec t i o n

I.V . 2 2 .6 5

28

2 9

4.0m

REAR

SETB

ACK

LINE

4.5m

FRON

TAGE

SETB

ACK

LINE

1.5m SIDESETBACK LINE

1.5m SIDESETBACK LINE

P1

P2

CUT

FILL

APPROX. DRIVEWAYBY BUILDER60m² TOTAL

(37m² TO BDY)

GF PAD RL 25.700

GARA

GE F

FL 28

.880

30° EAST

30° WEST N

LOT SIZE: 706m²HOUSE: 192.68m²SITE COVERAGE: 27.29%

ZONE: 10.0 GENERAL RESIDENTIAL245mDISTANCE FROM CALM MARINE (TRANMERE)



SIGNATURE:

DATE:

REFER TO SHEET 1 (COVER SHEET) FOR ALLBUILDING INFORMATION REGARDING:- SUSTAINABILITY REQUIREMENTS- SITE CLASSIFICATION- GENERAL BUILDING INFORMATION

WIND CLASSIFICATIONWITHIN 1 KM. OFBREAKING SALT WATERWITHIN 100 M. OF SALTWATER

N3

NO

NO

MINIMUM AHD FLOORLEVEL APPLICABLE NO

SURVEY AREA NEWLATITUDE 42° 54' 58" SLONGITUDE 147° 25' 03" E

APPROX. IMPORT/EXPORT FILLCUT VOLUME 92.85m³FILL VOLUME 38.25m³DIFFERENCE 54.60m³

TONNAGE: 54.60m³ x 2.25 = 122.85t123 TONNES OF EXPORT FILL

HIGHLY REACTIVE SOIL SITE. ALTERNATEDRAINAGE PLAN TO BE USED


DRAWING DRAWN






CLIENT:


68ADDRESS:


176222SUBURB:

TRANMEREPOSTCODE:

7018COUNCIL:

CLARENCE

HOUSE DESIGN:



CLASSICFACADE CODE:


SITE PLANSCALES:

1:200SHEET No.: 712288




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UP

12345678

UP

9 10 11 12 13 14 15 16 17

1675WS

AF1216

W13SF2158x1470

D04

AF15

16

W12

AF15

16

W11

SSF2

158x

2688

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A1009

W10

820

#770

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820

2 x 720 SMARTROBE

1100

SS

770

820

820

800 S

S# 82

0

820

1175

900

WM

FH

FH(G-ROBE-0007)

1000

1000

970

HWS

970

MAIN

S W

ATER

YARD

TAP

MAINS WATERYARD TAP

DRY

FC

FS-MFS-M

FS-M

FS-M FS-M

90 5,095 90 1,680HALL

90 3,315BED 2/ BED 3

240

860

240

3,740

MAS

TER

SUIT

E90

5,120

HAL

L90

2,330

LDRY

240

110 6,190 90 1,850 WIL 90 1,680 90 3,315 240

860

240

2,155

ENS

901,4

95

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901,4

00W

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1,100

STAI

RS90

955

WC

903,8

15 B

ATH

240

90 1,850WC / BATH

90 1,680 LDRY 90 1,613ROBE

90 1,613ROBE

240

7,510 1,570 350 1,470 3,755

14,655

903,4

15 B

ED 3

9053

0RO

BE90

3,415

BED

224

0

860

3,398

1,512

1,570

2,630

1,570

1,170

860

11,85

012

,710 O

/A

90 2,280 WIR/ ENS 90 4,655 MASTER SUITE 240

6,470 585 850 5,750

6,470 7,185

110

6,110

110

901,1

0090

4,990

110

4,335

12,71

0

450 450

450

450

90

1,200

2,865

1,150

5,448

1,150

4,110

110100

110

3,245

1,280

A 8A 8

A18

A18

LINE OFFLOOR OVER

OUTDOOR HEATPUMP UNIT

BUILD UP AREA TO MAX.190mm HEIGHT FROM FFL


SHAMPOO RECESS

SHAMPOO RECESS

250L

RETAINING WALL TOENGINEERS SPECIFICATIONS

'MONUMENT' POWDER-COATED STEELHANDRAILS TO DECK AND STAIRS.TREATED PINE DECK AND STAIRS

70mmSETDOWN

SUBFLOOR

SUBFLOOR

BATH

LDRY

ROBE

BED 3

ROBE

WIL

BED 2

MASTERSUITE

WIR

ENS

HALLSTAIRWELL

30° EAST

30° WEST N



SIGNATURE:

DATE:


CHARGED DOWNPIPE DIRECTED TO TANK STANDARD DOWNPIPE DIRECTED TO STORMWATER DISCHARGE

CDP

SDP

ALL GROUND FLOOR BULKHEAD ANDSQUARE SET OPENING FRAMES TO BE 2155ABOVE FFL UNLESS NOTED OTHERWISE

REFER TO WINDOW & DOOR SCHEDULESFOR FULL DETAILS OF ALL WINDOWS ANDDOORS

FINAL WINDOW AND EXTERIOR DOORLOCATIONS MAY BE ADJUSTED ON SITE TOSUIT BRICKWORK GAUGE

ALL STAIR TREADS TO PROVIDE A MINIMUMSLIP RESISTANCE TO MEET NCCREQUIREMENTS

UNLESS NOTED OTHERWISEALL ROOMS ARE REFERENCEDAS FOLLOWS:

ABD

C

TOTAL FLOOR AREASALFRESCO (GROUND FLOOR)BALCONYGARAGELIVING (FIRST FLOOR)LIVING (GROUND FLOOR)PORCH

14.5714.0140.19

130.8686.237.62

293.48 m²

ALL DIMENSIONS ARE FRAME DIMENSIONSGAS

GAS 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

MECHANICAL VENTILATIONSWITCHED TO LIGHT

WATER POINT

HOB SPOUT / WALL SPOUTHS / WS

WP FRIDGE WATER POINT

FACE BRICK / COMMON BRICK

HEBEL

SOUND INSULATION

REFER 'BRICK COURSING AND WINDOWFLASHING DETAIL' FOR BRICK COURSING &WINDOW FLASHING DETAILS

"SMALL" 470 x 380mm"MEDIUM" 800 x 380mm"LARGE" 1500 x 380mm

WIDTH548mm878mm1578mm

STRUCTURAL DIMENSIONSHEIGHT446mm446mm446mm

SHAMPOO RECESS SIZE

REFER WILSON HOMES' DETAIL G-WETA-TILE01 FORFURTHER DETAIL PRIOR TO INSTALLATION.



DRAWING DRAWN






CLIENT:


68ADDRESS:


176222SUBURB:

TRANMEREPOSTCODE:

7018COUNCIL:

CLARENCE

HOUSE DESIGN:



CLASSICFACADE CODE:


GROUND FLOOR PLANSCALES:

1:100SHEET No.: 712288




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FC

FC

FC

DWS

MWS

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4D

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FC

CNR FC

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UP

12345678

UP

9 10 11 12 13 14 15 16 17

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MAX

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REBA

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2287 BULKHEAD TOFRIDGE SPACE

1000

WC

WC

AJ AJ AJ

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AJ

AJ

AJ

AJ

AJ

AJ

AJ

SDP SDP

SDP

SDP

SDP

SDP

MAIN

S W

ATER

YARD

TAP

MAINS WATERYARD TAP

WC

WC

WC

A 8A 8

A18

A18

240

860

240

3,480

KIT

CHEN

901,5

70 P

TY18

06,0

50 LI

VING

240

240

6,000

GAR

AGE

180

2,105

ENT

RY90

3,855

PW

D / S

TUDY

240

230 6,000 GARAGE 180 1,280 PTY 90 1,020REF

90 4,525 240

180 7,005 KITCHEN / DINING 240

6,470 759 850 2,049 2,170 1,357

6,470 7,185

240

5,140

180

860

710

2,688

1,012

3,010

710

3,010

710

860

11,85

012

,710 O

/A

5,990

240

710

5,060

710

310

1,276

310

1,095

850

1,070

850

470

6,480

6,230

240 3,300 HOME THEATRE 90 1,335PWD

90 2,700 STUDY 90 6,570 LIVING 240

3,997 600 698 2,170 2,510 2,170 2,510

450300

3,000

1,310

830

180

590

2,150

1,100

3,804

1,500

600

350

1,895

14,655

4,390

INDOOR HEATPUMP UNIT


1700mm HIGH PRIVACYSCREENS TO STAIRS (TBC)

270mm SQ EXHAUSTFAN WITH LED LIGHT

70mmSETDOWN

0mm

SETD

OWN

70mmSETDOWN

ARTICULATED FACEBRICKWORK

ACRYLIC BAG & PAINTFINISH TO ARTICULATED

BRICKWORK

350 x 350mm BRICK PIER 1200mm HIGHPLUS HEADER COURSE WITH FACE BRICK

FINISH AND 90 x 90mm GAL. SHS POST

BEAMS OVER TOMANUF. SPECS

ULTRAFLOOR

HAND

RAIL

MB

UBO,R/H,C/T

GARAGE

HOMETHEATRE

ENTRY

LIVING

DINING BALC

ONY

STUDYPWD

PANTRYREF

KITCHEN

ROBE

PORCH(FC)

600 1,200 900

STAIRWELL

30° EAST

30° WEST N



SIGNATURE:

DATE:


CHARGED DOWNPIPE DIRECTED TO TANK STANDARD DOWNPIPE DIRECTED TO STORMWATER DISCHARGE

CDP

SDP

ALL GROUND FLOOR BULKHEAD ANDSQUARE SET OPENING FRAMES TO BE 2155ABOVE FFL UNLESS NOTED OTHERWISE

REFER TO WINDOW & DOOR SCHEDULESFOR FULL DETAILS OF ALL WINDOWS ANDDOORS

FINAL WINDOW AND EXTERIOR DOORLOCATIONS MAY BE ADJUSTED ON SITE TOSUIT BRICKWORK GAUGE

ALL STAIR TREADS TO PROVIDE A MINIMUMSLIP RESISTANCE TO MEET NCCREQUIREMENTS

UNLESS NOTED OTHERWISEALL ROOMS ARE REFERENCEDAS FOLLOWS:

ABD

C

TOTAL FLOOR AREASALFRESCO (GROUND FLOOR)BALCONYGARAGELIVING (FIRST FLOOR)LIVING (GROUND FLOOR)PORCH

14.5714.0140.19

130.8686.237.62

293.48 m²

ALL DIMENSIONS ARE FRAME DIMENSIONSGAS

GAS 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

MECHANICAL VENTILATIONSWITCHED TO LIGHT

WATER POINT

HOB SPOUT / WALL SPOUTHS / WS

WP FRIDGE WATER POINT

FACE BRICK / COMMON BRICK

HEBEL

SOUND INSULATION

REFER 'BRICK COURSING AND WINDOWFLASHING DETAIL' FOR BRICK COURSING &WINDOW FLASHING DETAILS

"SMALL" 470 x 380mm"MEDIUM" 800 x 380mm"LARGE" 1500 x 380mm

WIDTH548mm878mm1578mm

STRUCTURAL DIMENSIONSHEIGHT446mm446mm446mm

SHAMPOO RECESS SIZE

REFER WILSON HOMES' DETAIL G-WETA-TILE01 FORFURTHER DETAIL PRIOR TO INSTALLATION.



DRAWING DRAWN






CLIENT:


68ADDRESS:


176222SUBURB:

TRANMEREPOSTCODE:

7018COUNCIL:

CLARENCE

HOUSE DESIGN:



CLASSICFACADE CODE:


FIRST FLOOR PLANSCALES:

1:100SHEET No.: 712288




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30° EAST

30° WEST N

SEDIMENT CONTROL FENCE

ENTRY/ EXIT PAD BUND

DIVERSION DRAIN

STABILISED ENTRY AND EXIT POINT

EXTENT OF CLEARANCE OR DISTURBANCE

LEVEL SPREADER ATEND OF CHANNEL



53 °19 '00 "17 .90

1 4 4 °5 2 '2 0 "3 9 .5 2

234°47'00 "18 .04

325°05'40"39.06

24252627

2829

2 8 .8 5

2 9 .7 6

3 0 .2 6

3 0 .5 43 0 .4 5

3 0 .0 9

2 9 .7 7

2 9 .2 5

2 9 .9 03 0 .6 03 0 .6 8

3 0 .9 4

3 1 .2 1

3 1 .4 53 1 .2 9

3 1 .0 6

3 0 .8 1

3 0 .5 9

3 0 .3 8

3 0 .1 3

C.T.176222-68706m²

24

252627

Ocea

na

Drive



S W m a n h o l e

Na i l i n f ence

S ta r

S ta r

P o w e r b o x

C o m m s p i t

Wa t e r

connec t i on


connec t i ons

Conc r e t e

Conc r e t e

Conc r e t e



H o u s e

Gut t e r 2 5 .9 5

Gu t t e r 2 5 .2 5

R i d g e 2 6 .4 1


R .L . 3 0 .48 A .H .D .

Na i l i n f ence



I.V . 2 3 .2 0


I.V . 2 2 .6 5

28

2 9

TOP SOILSTOCKPILE

SANDSTOCKPILE

DIVERSION BANK WITH CHANNEL

EXISTINGVEGETATION OR

TURF STRIPE

ALL RUNOFF AND SEDIMENTCONTROL STRUCTURES WILLBE INSPECTED EACH WORKINGDAY AND MAINTAINED IN AFUNCTIONAL CONDITION.

ALL VEGETATION OUTSIDE THEBUILDING ZONE WILL BEMAINTAINED.

MATE

RIAL

STO

RAGE

ARE

A

HARDWASTEBRICK

CONCRETE

BINBLOWABLERUBBISH


(37m² TO BDY)

50 x 25 x 1000STAKE OR

STAR PICKETMEMBRANE TO BE BIDIM U24OR APPROVED EQUIVALENT

BURY APPROXIMATELY 150mmOF MEMBRANE AND TEMPORARILYBACKFILL TO RESTORE PRIORNATURAL SURFACE LEVEL

SANDBAGS OVERLAPONTO KERB

GAP BETWEEN SANDBAGSACTS AS SPILLWAY

THREE LAYERS OFSANDBAGS WITHENDS OVERLAPPED

EXISTINGROADWAY

BERM (0.3mMIN. HEIGHT)

GEOTEXTILEFABRIC

50-70mmGRAVEL

SILT FENCING DETAILSANDBAG KERB INLETSEDIMENTATION TRAP

R U N O F F

600

150

NATURAL SURFACEDOWNHILL OF MEMBRANENOT TO BE DISTURBED

R U N O F F

TEMPORARY CONSTRUCTION EXIT

0.2m

MIN. LENGTH 15m

RUNOFF FROM PADDIRECTED TO SEDIMENTATION TRAP

CONSTRUCTION SITE

ALL VEGETATION OUTSIDE THE BUILDINGZONE WILL BE MAINTAINED.

OWNER TO STABILISE THE SITE ONCOMPLETION OF THE BUILD WITH TURFLAWNS, GRASS SEEDS, NATIVE GROUNDCOVERS AND/ OR MULCH SPREAD TO ADEPTH OF 75-100mm

SEDIMENT AND EROSION CONTROLMEASURES SUFFICIENT TO PREVENTSEDIMENT FROM LEAVING THE SITE MUSTBE INSTALLED PRIOR TO ANYDISTURBANCE OF THE SITE.

NOTES:1. ALL EROSION AND SEDIMENT CONTROLSTRUCTURES TO BE INSPECTED EACHWORKING DAY AND MAINTAINED IN GOODWORKING ORDER.2. ALL GROUND COVER VEGETATIONOUTSIDE THE IMMEDIATE BUILDING AREATO BE PRESERVED DURING THE BUILDINGPHASE.3. ALL EROSION AND SEDIMENT CONROLMEASURES TO BE INSTALLED PRIOR TOCOMMENCEMENT OF MAJOREARTHWORKS.4. STOCKPILES OF CLAYEY MATERIAL TOBE COVERED WITH AN IMPERVIOUS SHEET.5. ROOF WATER DOWNPIPES TO BECONNECTED TO THE PERMAMENTUNDERGROUND STORMWATER DRAINAGESYSTEM AS SOON AS PRACTICAL AFTERTHE ROOF IS LAID.

6. DIVERSION DRAINS ARE TO BECONNECTED TO A LEAGAL DISCHARGEPOINT (COUNCIL STORMWATER SYSTEM,WATERCOURSE OR ROAD DRAIN).7. SEDIMENT RETENTION TRAPSINSTALLED AROUND THE INLETS TO THESTORMWATER SYSTEM TO PREVENTSEDIMENT & OTHER DEBRIS BLOCKINGTHE DRAINS.


DRAWING DRAWN






CLIENT:


68ADDRESS:


176222SUBURB:

TRANMEREPOSTCODE:

7018COUNCIL:

CLARENCE

HOUSE DESIGN:



CLASSICFACADE CODE:


SOIL AND WATER MANAGEMENT PLANSCALES: SHEET No.: 712288




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RL 28.530 - TOP OF WALLRL 28.950 - FIRST FLOOR

RL 31.695 - TOP OF WALL

6,470

O/A

W01W02

D01

RETAINING WALL TO FILL. REFENGINEERING FOR DETAILS


2350H SECTIONALOVERHEAD DOOR + AUTO

DOOR CONTROLLER

ACRYLIC BAG & PAINT FINISHTO ARTICULATED BRICKWORK

350 x 350mm BRICK PIER 1200mm HIGHPLUS HEADER COURSE WITH FACE BRICKFINISH AND 90 x 90mm GAL. SHS POST

ENTRY DOOR WITHGLASS SIDELIGHT

COLORBOND CORRUGATED /CUSTOM ORB METALROOFING + SARKING

MAX 1100mm RETAINING WALL, BALUSTRADE &CRASH-RAIL (DESIGNED BY ENGINEERS)

RL 26.085 - GROUND FLOOR


RL 31.695 - TOP OF WALL3,2

501,0

00

9,184

O/A

D02

D03

W05

W11

W06

W12


BUILDINGENVELOPE


MAX. 1000mm CORE-FILLED BLOCKRETAINING WALL (MIN. 300 OFFSETFROM BOUNDARY)

MAX. 1450mm CORE-FILLEDBLOCK RETAINING WALL (MIN.

300 OFFSET FROM BOUNDARY)

BUILDINGENVELOPE

1:2 FILL BATTER



ALUMINIUMSTACKER DOOR

ALUMINIUMSTACKER DOOR

COLORBOND CORRUGATED /CUSTOM ORB METAL ROOFING+ SARKING

WINDOW TYPE LEGEND

AWNING DOUBLEHUNG FIXED LOUVRE SLIDINGCLEAR OBSCURE ACOUSTIC LOW-E TONED

GLASS TYPE LEGEND



SIGNATURE:

DATE:


SH = SNAP HEADER SILL

FIRST FLOOR WINDOW OPENINGS TO BERESTRICTED AS REQUIRED BY THE NCC

SOUTH EAST ELEVATIONScale: 1:100

NORTH WEST ELEVATIONScale: 1:100

PROVIDE SUBFLOOR VENTILATION AT MAX.600MM FROM CORNERS AND EVENLYSPACED (REFER NCC 3.4.1.2 FOR FURTHERDETAIL)


DRAWING DRAWN






CLIENT:


68ADDRESS:


176222SUBURB:

TRANMEREPOSTCODE:

7018COUNCIL:

CLARENCE

HOUSE DESIGN:



CLASSICFACADE CODE:


ELEVATIONSSCALES:

1:100SHEET No.: 712288




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1,500

3,250

1,700

8,756

O/A

W03

W10

W041700mm HIGH PRIVACY

SCREENS TO STAIRS


1:3 FILL BATTER ALUMINIUM AWNINGWINDOW (OBSCURE GLASS)

ARTICULATED FACE BRICKWORK

HOT WATER SERVICE

SINGLE PHASEMETER BOX

ACRYLIC BAG & PAINT FINISH TOARTICULATED BRICKWORK

350 x 350mm BRICK PIER 1200mm HIGHPLUS HEADER COURSE WITH FACE BRICKFINISH AND 90 x 90mm GAL. SHS POST

COLORBOND CORRUGATED/ CUSTOM ORB METAL

ROOFING + SARKING

MAX. 1000mm CORE-FILLED BLOCK RETAININGWALL (MIN. 300 OFFSET FROM BOUNDARY)

MAX 1100mm RETAININGWALL, BALUSTRADE &CRASH-RAIL (BY BUILDER)




3,250

1,700

8,130

W07W08

W13 D04

W09

1:3 FILL BATTER

1:4 FILL BATTER



ALUMINIUMSLIDING DOORALUMINIUM AWNING WINDOW

(OBSCURE GLASS)


ACRYLIC BAG & PAINT FINISH TOARTICULATED BRICKWORK

COLORBOND CORRUGATED / CUSTOMORB METAL ROOFING + SARKING

BUILD UP AREA TO MAX.190mm FROM FFL

MAX. 1450mm CORE-FILLED BLOCK RETAININGWALL (MIN. 300 OFFSET FROM BOUNDARY)

WINDOW TYPE LEGEND

AWNING DOUBLEHUNG FIXED LOUVRE SLIDINGCLEAR OBSCURE ACOUSTIC LOW-E TONED

GLASS TYPE LEGEND



SIGNATURE:

DATE:


SH = SNAP HEADER SILL

FIRST FLOOR WINDOW OPENINGS TO BERESTRICTED AS REQUIRED BY THE NCC

SOUTH WEST ELEVATIONScale: 1:100

NORTH EAST ELEVATIONScale: 1:100

PROVIDE SUBFLOOR VENTILATION AT MAX.600MM FROM CORNERS AND EVENLYSPACED (REFER NCC 3.4.1.2 FOR FURTHERDETAIL)


DRAWING DRAWN






CLIENT:


68ADDRESS:


176222SUBURB:

TRANMEREPOSTCODE:

7018COUNCIL:

CLARENCE

HOUSE DESIGN:



CLASSICFACADE CODE:


ELEVATIONSSCALES:

1:100SHEET No.: 712288




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23°




600

450

385

2,445

420

2,745

2,623

8,618

O/A

REFER ENGINEERING FORFLOOR AND FOOTING DETAILS

MANUFACTUREDTIMBER TRUSSES

PLASTERBOARDCEILING LININGS

PLASTERBOARDWALL LININGS


OVERALL HEIGHT

DININGLIIVNG

LDRY HALL MASTER SUITE

ENTRY

GROUND CLEARANCE IN ACCORDANCE WITH NCC TABLE 3.4.1.2 FOR CLIMATIC ZONE C TO BE150mm FOR THE FIRST 2m THEN 400mm CLEARANCE FOR ACCESS TO SERVICES.

23°




600

450

38457

2,445

420

2,745

2,623

43

3,059

57

1,575

8,618

O/A

FGL TO FALL AWAY FROM HOUSE

PLASTERBOARDCEILING LININGS

PLASTERBOARDWALL LININGS


OVERALL HEIGHT

KITCHENDINING GARAGE

MASTER SUITE

SUBFLOOR

WIR


FILL TO DRIVEWAY


MANUFACTUREDTIMBER TRUSSES

RETAINING WALL TO SUB FLOOR.REF ENGINEERING FOR DETAILS

SECTION A-AScale: 1:100

SECTION A-AScale: 1:100


DRAWING DRAWN






CLIENT:


68ADDRESS:


176222SUBURB:

TRANMEREPOSTCODE:

7018COUNCIL:

CLARENCE

HOUSE DESIGN:



CLASSICFACADE CODE:


SECTIONSSCALES:

1:100SHEET No.: 712288




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ID

W01W02W03W04W05W06W07W08W09W10W11W12W13

CODEº

A/F2380x850A/F2380x850A1209FAF1522FAF/FFF2090x3010FAF/FFF2090x3010FAF1522F400x600FAF1522A1009AF1516AF1516AF1216

ROOM

HOME THEATREHOME THEATREKITCHENDININGLIVINGLIVINGLIVINGPWDSTUDYENSBED 3BED 2BATH

HEIGHT

2,3802,3801,2001,4602,0902,0901,460

4001,4601,0301,4601,4601,200

WIDTH

850850850

2,1703,0103,0102,170

6002,170

8501,5701,5701,570

PERIMETER

6,4606,4604,1007,260

10,20010,2007,2602,0007,2603,7606,0606,0605,540

AREA(m²)2.022.021.023.176.296.293.170.243.170.882.292.291.88

34.73

FRAMETYPEALUMINIUMALUMINIUMALUMINIUMALUMINIUMALUMINIUMALUMINIUMALUMINIUMALUMINIUMALUMINIUMALUMINIUMALUMINIUMALUMINIUMALUMINIUM

BALRATINGN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/A

SILL TYPE

SNAP HEADERSNAP HEADERANGLEDSNAP HEADERANGLEDANGLEDANGLEDANGLEDANGLEDANGLEDANGLEDANGLEDANGLED

ORIENT.

SESESWSWNWNWNENENESWNWNWNE

GLAZINGAREA (m²)

1.621.620.782.605.315.312.600.172.600.651.871.871.51

28.51

GLAZING TYPE

CLEAR, DOUBLE GLAZEDCLEAR, DOUBLE GLAZEDCLEAR, DOUBLE GLAZEDCLEAR, DOUBLE GLAZEDCLEAR, DOUBLE GLAZEDCLEAR, DOUBLE GLAZEDCLEAR, DOUBLE GLAZEDOBSCURE, DOUBLE GLAZED, TOUGHENEDCLEAR, DOUBLE GLAZEDOBSCURE, DOUBLE GLAZED, TOUGHENEDCLEAR, DOUBLE GLAZEDCLEAR, DOUBLE GLAZEDOBSCURE, DOUBLE GLAZED, TOUGHENED

ADDITIONAL INFORMATION³

BP 780BP 780

MP 723-723BP 600, MP 1003-1003/1003-1003BP 600, MP 1003-1003/1003-1003MP 723-723

MP 723-723

MP 785MP 785MP 785

QTY11211192

CODE1100 SS2 x 6202 x 720 SMARTROBE770770800 SS820820

TYPESQUARE SET OPENINGSWINGINGSMARTROBE SLIDINGSWINGINGSWINGINGSQUARE SET OPENINGSWINGINGSWINGING

HEIGHT2,1552,3402,3402,3402,3402,4552,3402,340

WIDTH1,1001,2401,460770770800820820

GLAZINGN/AN/AN/AN/AN/AN/AN/AN/A

ADDITIONAL INFORMATION

LIFT-OFF HINGES

LIFT-OFF HINGES

ID

D01D02D03D04

CODEº

2397x820SSF2458x2688SSF2158x2688SF2158x1470

ROOM

ENTRYDININGMASTER SUITELDRY

HEIGHT

2,3972,4582,1582,158

WIDTH

1,2762,6882,6881,470

AREA(m²)3.066.615.803.17

18.64 m²

FRAMETYPEALUMINIUMALUMINIUMALUMINIUMALUMINIUM

BALRATINGN/AN/AN/AN/A

SILL TYPE

SNAP HEADERNONENONESNAP HEADER

GLAZING

OBSCURECLEAR, DOUBLE GLAZED, TOUGHENEDCLEAR, DOUBLE GLAZED, TOUGHENEDCLEAR, DOUBLE GLAZED, TOUGHENED

ORIENT.

SENWNWNE

DOOR TYPE

SWINGINGSTACKERSTACKERSLIDING

ADDITIONAL INFORMATION¹

1 x FIXED SIDELIGHT

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

0, 1 ASSUME LOOKING FROM OUTSIDE

QTY TYPE HEIGHT WIDTH AREA (m²)

4.1 0.57

U-VALUE SHGC

U-VALUE SHGC

4.1 0.57

4.1 0.57

4.1 0.57

4.1 0.57

4.1 0.57

4.1 0.57

4.1 0.57

4.1 0.57

4.1 0.57

4.1 0.57

3.8 0.65

3.8 0.65

3.8 0.65

3.2 0.67

3.2 0.67

3.2 0.67



SIGNATURE:

DATE:


INTERIOR DOOR SCHEDULE

EXTERIOR DOOR SCHEDULE

WINDOW SCHEDULE

PICTURE / TV RECESS & SQUARE SET WINDOW SCHEDULE

MANUFACTURER - CLARKS WINDOWS


DRAWING DRAWN






CLIENT:


68ADDRESS:


176222SUBURB:

TRANMEREPOSTCODE:

7018COUNCIL:

CLARENCE

HOUSE DESIGN:



CLASSICFACADE CODE:


WINDOW & DOOR SCHEDULESSCALES: SHEET No.: 712288




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SIGNATURE:

DATE:

FIRST FLOOR TOP OF WALL HEIGHT(S): 2745mm(CEILING HEIGHT 45mm LOWER THAN TOP OF WALL)ROOF PITCH (U.N.O.): 23.0°ELECTRICITY SUPPLY: SINGLE PHASEGAS SUPPLY: NONE

ROOF MATERIAL: SHEET METALROOF COLOUR: DARKROOF INSULATION: R4.1 BATTS SARKING

WALL MATERIAL: BRICK VENEERWALL INSULATION: R2.0 BATTS WALL WRAP TO ENTIRE HOUSE

FLOOR INSULATION: R0.22 BIAX XPOD & AIRCELLINSULATION

SITE & ENGINEERING INFORMATIONWIND CLASSIFICATION: N3CLIMATE ZONE: ZONE 7 - COOL TEMPERATEWIND REGION: ATERRAIN CATEGORY: TC2.5SHIELDING FACTOR: NS - NO SHIELDINGTOPOGRAPHIC CLASSIFICATION: T1DESIGN WIND SPEED: 50 m/sec

SITE CLASSIFICATION: P-H2SLAB CLASSIFICATION: TBC

SLAB TO BE 85mm THICK (U.N.O.) WITH REINFORCEMENT TO ENGINEERSSPECIFICATIONS & DETAILS OVER A 200µm WATERPROOF MEMBRANE ON ABED OF FREE DRAINING COARSE SAND (WHERE SPECIFIED)

PROVIDE BRICK CONTROL JOINTS IN ACCORDANCE WITH N.C.C. & AS 3700

ALL TIMBER FRAMING TO BE DESIGNED TO AS1684-2010

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 0.53NOTE: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.

INSULATION SCHEDULEAREAROOF

WALLS (EXT)

WALLS(INTERNAL)

FLOORS

+1 LAYER 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

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

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

SARKING


DRAWING DRAWN






CLIENT:


68ADDRESS:


176222SUBURB:

TRANMEREPOSTCODE:

7018COUNCIL:

CLARENCE

HOUSE DESIGN:



CLASSICFACADE CODE:


CALCULATION & SCHEDULESSCALES: SHEET No.: 712288




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5

110

110 40 90

90

1920

20

EAVE AS PER PLANS

AS P

ER C

ONST

RUCT

ION

PLAN

S

240

38

2018

FLASHING (ALCOR OR SIMILAR) TO SILL ONLY

WEEP HOLE

FACTORY FITTED TIMBER REVEAL ASPER WINDOW MANUFACTURER'S DETAIL

RAKED SILL

BRICKWORK IN DISTANCE

QUAD STORM MOULD (ALLCORNERS MUST BE MITRED)

EAVE FRAMING AS REQUIRED

TIMBER DROPPERS FROM TRUSSTOP CHORDS AS REQUIRED

SELECTED ROOFING ON BATTENS AS REQUIRED

PLASTERBOARD CEILING

CORNICE AS SELECTED

ARCHITRAVE

ARCHITRAVE

WATER COMPENSATING APRON BY GLAZINGMANUFACTURER

TIMBER FOR SUPPORT ABOVE 1200mmBY BUILDER

PLASTERBOARD LINING

WALL INSULATION AS PERCONSTRUCTION PLANS

WINDOW AS PER CONSTRUCTION PLANSAND TO GLAZING MANUFACTURER'S DETAIL

PACKING AS REQUIRED

TIMBER WINDOW REVEAL

FIXINGS AS REQUIRED

20mm PACKING AS REQUIRED

FIXINGS AS REQUIRED

20mm PACKING AS REQUIRED

WINDOW SILL

HEAD TRIMMER

DROP OFF

SILL TRIMMER

PITC

HING

POIN

T

PITCHINGPOINT

TRUSS BOTTOM CHORD

TRUSS TOP CHORD

INSIDEOUTSIDE

NO. OFBRICKS LENGTH OPENING HEIGHT NO. OF

BRICKS LENGTH OPENING HEIGHT

1 230 250 86 26 6230 6250 2229

1 1 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 31 1 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

10 1 2 2510 2530 35

1 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

11 1 2 2750 2770 361 2 8750

12 2870 2890 1029 37 8870 3172

12 1 2 2990 3010 371 2 8990

13 3110 3130 1114 38 9110 3257

13 1 2 3230 3250 381 2 9230

14 3350 3370 1200 39 9350 3343

14 1 2 3470 3490 391 2 9470

15 3590 3610 1286 40 9590 3429

15 1 2 3710 3730 401 2 9710

16 3830 3850 1372 41 9830 3514

16 1 2 3950 3970 41 1 2 9950

17 4070 4090 1457 42 10070 3600

17 1 2 4190 4210 421 2 10190

18 4310 4330 1543 43 10310 3686

18 1 2 4430 4450 431 2 10430

19 4550 4570 1629 44 10550 3772

19 1 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

21 1 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 mm

FORMAT SIZE:240x120x86mm

MANUFACTURING SIZE:230x110x76mm

VERTICAL GAUGE:7 Courses to 600mm

110

240

18 20

SELECTED ALUMINIUM WINDOWFRAME

110mm TIMBER REVEAL AS PERBRADNAMS

SILL

BRICKWORK AS SELECTED

FINE BEAD OF SEALANT

20mm PACKING AS REQUIRED PLASTERBOARD WALLLINING

ARCHITRAVE

INSIDE

OUTSIDE

TYPICAL JAMBDETAIL

90mm TIMBER EXTERNALWALL FRAMING

110

4090

SCREW FIX REVEAL BYCARPENTER AT 600mm CENTRES

NO. OFBRICKS LENGTH OPENING HEIGHT NO. OF

BRICKS LENGTH OPENING HEIGHT

STANDARD BRICKBRICKWORK DIMENSIONS Bricks per m 2 in wall = 48.5 approx. all dimensions in mm

FORMAT SIZE:240x120x86mm

MANUFACTURING SIZE:230x110x76mm

VERTICAL GAUGE:7 Courses to 600mm



SIGNATURE:

DATE:


DRAWING DRAWN






CLIENT:


68ADDRESS:


176222SUBURB:

TRANMEREPOSTCODE:

7018COUNCIL:

CLARENCE

HOUSE DESIGN:



CLASSICFACADE CODE:


BRICK COURSING & WINDOW FLASHINGSCALES: SHEET No.: 712288




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WC

WM

WCAPPROX.9.5% FALLS

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

350x350 GRATED PVC PITCONNECTED TO STORMWATER

HWS OVERFLOWCONNECTED TO SW

HEAT PUMP OVERFLOW CONNECTED TO SW

50mm UPVC VENT TO OUTSIDE THROUGHROOF, CONNECTED TO SEWER

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

AG DRAIN WITH FILTER SOCK INSTALLED INBASE OF RETAINING WALL AT HIGH END OFDWELLING.

DROPPER FROMUPPER LEVEL

50mm UPVC VENT TOOUTSIDE THROUGH ROOF,CONNECTED TO SEWER

DROPPER FROMUPPER LEVEL

MAX 1100mm RETAININGWALL, BALUSTRADE &

CRASH-RAIL (BY BUILDER)

TRAFFICABLE 150mm GRATEDDRAIN AND 450mm GRATED PIT

RL 29.500

53 °19 '00 "17 .90

1 4 4 °5 2 '2 0 "3 9 .5 2

234°47'00 "18 .04

325°05'40"39.06

24252627

2829

2 8 .8 5

2 9 .7 6

3 0 .2 6

3 0 .5 43 0 .4 5

3 0 .0 9

2 9 .7 7

2 9 .2 5

2 9 .9 03 0 .6 03 0 .6 8

3 0 .9 4

3 1 .2 1

3 1 .4 53 1 .2 9

3 1 .0 6

3 0 .8 1

3 0 .5 9

3 0 .3 8

3 0 .1 3

C.T.176222-68706m²

24

252627

Ocea

na

Drive



S W m a n h o l e

Na i l i n f ence

S ta r

S ta r

P o w e r b o x

C o m m s p i t

Wa t e r

connec t i on


connec t i ons

Conc r e t e

Conc r e t e

Conc r e t e



H o u s e

Gut t e r 2 5 .9 5

Gu t t e r 2 5 .2 5

R i d g e 2 6 .4 1


R .L . 3 0 .48 A .H .D .

Na i l i n f ence



I.V . 2 3 .2 0


I.V . 2 2 .6 5

28

2 9

IO

SDP

SDP

SDP

SDPSDPSDPIO


(37m² TO BDY)

100 UPVC PIPE CONNECTED TOTASWATER SEWER (I.V. 22.65)

100 UPVC PIPE CONNECTED TOCOUNCIL STORMWATER (I.V. 23.20)

350x350 GRATED PVC PITCONNECTED TO STORMWATER

30° EAST

30° WEST N

IO

DRAINAGE LEGEND

INSPECTION OPENING

SURFACE PIT

STORMWATER LINE100 UPVC FALL @ 1:60

SEWERAGE LINE 100 UPVC FALL @ 1:60

AG DRAIN

MAINS YARD TAP + ORG

MAINS YARD TAPSDP SDP

SDP

SDP

SDP

SDP

WC

DROPPER TOLOWER LEVEL

DROPPER TOLOWER LEVEL

50mm UPVC VENT TO OUTSIDE THROUGHROOF, CONNECTED TO SEWER

SITE/GROUND FLOOR PLANScale: 1:200

FIRST FLOOR PLANScale: 1:200

HIGHLY REACTIVE SOIL NOTES:- NO AG DRAIN WITHIN 1.5m OF THEBUILDING AND TO COMPLY WITH THEFOLLOWING:- - (AS2870:5.6.3(d) SUBSURFACEDRAINS TO REMOVE GROUND WATERSHALL NOT BE USED WITHIN 1.5m OFTHE BUILDING UNLESS DESIGNED INACCORDANCE WITH ENGINEERINGPRINCIPLES. - AS2870:5.6.4 (e) COLD WATER PIPESAND HEATED OR HOT WATER PIPESSHALL NOT BE INSTALLED UNDER ASLAB UNLESS THE PIPES AREINSTALLED WITHIN A CONDUIT SOTHAT IF THE PIPE LEAKS WATER ITWILL BE NOTICED ABOVE THE SLABOR OUTSIDE THE SLAB AND WILL NOTLEAK UNDER THE SLAB.

INSTALLATION OF FLEXIBLE DRAINAGEPIPES TO BE IN ACCORDANCE WITHAS3500.3 SECT 5 AND 6, AND AS2566.2 FORBURIED FLEXIBLE PIPELINES.

DRAINS ATTACHED TO OR EMERGING FROMUNDERNEATH THE BUILDING SHALLINCORPORATE FLEXIBLE JOINTSIMMEDIATELY OUTSIDE THE FOOTING ANDCOMMENCING WITHIN 1000mm OF THEBUILDING PERIMETER IN ACCORDANCE WITHAS2870 SECTION 5.6.4(b)

AS2870 6.6(c) DURING CONSTRUCTION,WATER RUN OFF SHALL BE COLLECTED ANDCHANNELLED AWAY FROM THE BUILDING

TRENCHES SHALL COMPLY WITH AS2870-2011 PART 5.6.4 (b). WILL INCORPORATEFLEXIBLE JOINTS IMMEDIATELY OUTSIDETHE FOOTING AND COMMENCING WITHIN 1mOF THE BUILDING PERIMETER.


DRAWING DRAWN






CLIENT:


68ADDRESS:


176222SUBURB:

TRANMEREPOSTCODE:

7018COUNCIL:

CLARENCE

HOUSE DESIGN:



CLASSICFACADE CODE:


DRAINAGE PLANSCALES:

1:200SHEET No.: 712288




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

Area of roof (including 115mm Slotted Quad Gutter) (m2)

Ac

Ah

253.81

6300

99

3.97

6

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 Slotted 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

30° EAST

30° WEST N



SIGNATURE:

DATE:

209.76

1234567891011121314151617

UP

12345678

UP

9 10 11 12 13 14 15 16 17

A 8A 8

A18

A18

E01

E02

E03

E04

COV

FALL

SDP SDP

SDP

SDP

SDP

FALL FALL

FALL

FALL

FALLFALLFALL FALL

FALL

FALL

FALL

FALL

SDP

CATCHMENT AREA27.12 m2






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

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

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


DRAWING DRAWN






CLIENT:


68ADDRESS:


176222SUBURB:

TRANMEREPOSTCODE:

7018COUNCIL:

CLARENCE

HOUSE DESIGN:



CLASSICFACADE CODE:


ROOF DRAINAGE PLANSCALES:

1:100SHEET No.: 712288




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LED DOWNLIGHT (9W)

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)

MECHANICAL VENTILATION SWITCHED TO LIGHT

TV POINT

NATIONAL BROADBAND NETWORKB

P PAY TV POINT

PHONE POINT

P PENDANT FITTING

FLUORESCENT LIGHT POINT (36W)

SMOKE ALARM (INTERCONNECTEDWHERE MORE THAN 1)

S SENSOR LIGHT

CEILING FAN

CAT 5 OR 6 DATA SOCKET6

DOWNLIGHT (UNVENTED) (9W)

PRE-WIRE ONLY



SIGNATURE:

DATE:

OUTDOOR HEATPUMP UNIT

HWS250L

BUILD UP AREA TO MAX.190mm HEIGHT FROM FFL

SHAMPOO RECESS

SHAMPOO RECESS WEATHERPROOF LIGHT FITTING TOUNDERSIDE OF DECK REQUIRED

1800

WMS

DRYER

B

1050

1050

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

INSTALL ISOLATION SWITCH WITHIN 2m OF COOKTOP

ALL EXHAUSTS (RANGEHOOD, BATHROOM, TASTICS, OR SIMILARMECHANICAL VENTILATION) TO BE VENTILATED TO OUTSIDE AIR VIA THE

EAVES IN ACCORDANCE WITH NCC VOL 2, PART 3.8.7.3.


DRAWING DRAWN






CLIENT:


68ADDRESS:


176222SUBURB:

TRANMEREPOSTCODE:

7018COUNCIL:

CLARENCE

HOUSE DESIGN:



CLASSICFACADE CODE:


GROUND FLOOR ELECTRICAL PLANSCALES:

1:100SHEET No.: 712288




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LED DOWNLIGHT (9W)

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)

MECHANICAL VENTILATION SWITCHED TO LIGHT

TV POINT

NATIONAL BROADBAND NETWORKB

P PAY TV POINT

PHONE POINT

P PENDANT FITTING

FLUORESCENT LIGHT POINT (36W)

SMOKE ALARM (INTERCONNECTEDWHERE MORE THAN 1)

S SENSOR LIGHT

CEILING FAN

CAT 5 OR 6 DATA SOCKET6

DOWNLIGHT (UNVENTED) (9W)

PRE-WIRE ONLY



SIGNATURE:

DATE:

SDP SDP

SDP

SDP

SDP

SDP

1,740

INDOOR HEATPUMP UNIT

MB


CANO

PY+

UBO

MWS

DWS

REF

POWER SUPPLY FORGARAGE DOOR

CL

1050

1050

6

1050

1050

TRACK LIGHT ( x 4 FITTINGS)

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

INSTALL ISOLATION SWITCH WITHIN 2m OF COOKTOP

ALL EXHAUSTS (RANGEHOOD, BATHROOM, TASTICS, OR SIMILARMECHANICAL VENTILATION) TO BE VENTILATED TO OUTSIDE AIR VIA THE

EAVES IN ACCORDANCE WITH NCC VOL 2, PART 3.8.7.3.


DRAWING DRAWN






CLIENT:


68ADDRESS:


176222SUBURB:

TRANMEREPOSTCODE:

7018COUNCIL:

CLARENCE

HOUSE DESIGN:



CLASSICFACADE CODE:


FIRST FLOOR ELECTRICAL PLANSCALES: SHEET No.: 712288




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COVERINGS LEGEND

COVER GRADE CONCRETE

CARPET

TIMBER/LAMINATE

TILE (STANDARD WET AREAS)

NO COVERING

DECKING



SIGNATURE:

DATE:


FLOOR TILES SHOWN ON PLAN DO NOTINDICATE THE SIZE OR JOINT LOCATIONS OFTHE ACTUAL FLOOR TILES.TIMBER FLOORING SHOWN ON PLAN DOESNOT INDICATE THE BOARD SIZE ORDIRECTION OF THE ACTUAL FLOORING.

GROUND FLOORScale: 1:100

FIRST FLOORScale: 1:100


DRAWING DRAWN






CLIENT:


68ADDRESS:


176222SUBURB:

TRANMEREPOSTCODE:

7018COUNCIL:

CLARENCE

HOUSE DESIGN:



CLASSICFACADE CODE:


FLOOR COVERINGSSCALES:

1:100SHEET No.: 712288




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FC

FC

FC

DWS

MWS

FC

4D

FC

FC

CNR FC

820

CAB UNIT D

2287 BULKHEAD TOFRIDGE SPACE

1000

WC

WC

WC

WC

WC

450

300

3,000

1,310

830

180

CB

AD

UBO,R/H,C/T

PANTRYREF

KITCHEN

600 1,200 900

UBO

RH

PANTRY

DWSMWS

REF



SIGNATURE:

DATE:


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

KITCHEN PLANScale: 1:50

ELEVATION CScale: 1:50

ELEVATION DScale: 1:50

ELEVATION BScale: 1:50

ELEVATION AScale: 1:50

ALL DIMENSIONS ARE FRAME DIMENSIONS © 2020 WILSON HOMES 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 PTY LTD IS THE OWNER OF COPYRIGHT IN THIS DRAWING. YOU HEREBY AGREE AND UNDERTAKE THATYOU 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 PTY LTD.

DRAWING DRAWN






CLIENT:


68ADDRESS:


176222SUBURB:

TRANMEREPOSTCODE:

7018COUNCIL:

CLARENCE

HOUSE DESIGN:



CLASSICFACADE CODE:


KITCHEN DETAILSSCALES:

1:50SHEET No.: 712288




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17 / 24

1,000

280

620

300 150 150

680

50

440 200

MIRROR

1,423

1,100

1675WS

820

1175

900

970

CB

AD

SHAMPOO RECESS

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



SIGNATURE:

DATE:


DETAILS DEPICTED ON THIS SHEET ARE AREPRESENTATION ONLY





BATHROOM PLANScale: 1:50


DRAWING DRAWN






CLIENT:


68ADDRESS:


176222SUBURB:

TRANMEREPOSTCODE:

7018COUNCIL:

CLARENCE

HOUSE DESIGN:



CLASSICFACADE CODE:


BATHROOM DETAILSSCALES:

1:50SHEET No.: 712288




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18 / 24

1,000

280

620

350 150 150

700

1,862

1,808

1,100

#820

1335

1000

CB

AD


STUDYPWD

TOWEL RAIL - SINGLE

LEGEND

TR-S

TL

TRH

RSHR

ROSE

ELBW

MIX

HT

CT

HS

WS

TOWEL LADDER

TOILET ROLL HOLDER

RAIL SHOWER


HOT TAP

COLD TAP

HOB SPOUT

WALL SPOUT

SC STOP COCK

SHELF

ROBE HOOK

SHLF

RH

TOWEL RINGRNG

SHAMPOO RECESSSR


TH TOWEL HOLDER

TR TOWEL RACK

TMB TUMBLER HOLDER

SOAP HOLDERSOAP



SIGNATURE:

DATE:







POWDER ROOM PLANScale: 1:50


DRAWING DRAWN






CLIENT:


68ADDRESS:


176222SUBURB:

TRANMEREPOSTCODE:

7018COUNCIL:

CLARENCE

HOUSE DESIGN:



CLASSICFACADE CODE:


POWDER ROOM DETAILSSCALES:

1:50SHEET No.: 712288




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700

700

1,100

151

1,000

280

620

150 150 350

W10

# 820

1000

1000

970

CB

AD

SHAMPOO RECESS

ENS

TOWEL RAIL - SINGLE

LEGEND

TR-S

TL

TRH

RSHR

ROSE

ELBW

MIX

HT

CT

HS

WS

TOWEL LADDER

TOILET ROLL HOLDER

RAIL SHOWER


HOT TAP

COLD TAP

HOB SPOUT

WALL SPOUT

SC STOP COCK

SHELF

ROBE HOOK

SHLF

RH

TOWEL RINGRNG

SHAMPOO RECESSSR


TH TOWEL HOLDER

TR TOWEL RACK

TMB TUMBLER HOLDER

SOAP HOLDERSOAP



SIGNATURE:

DATE:







ENSUITE PLANScale: 1:50


DRAWING DRAWN






CLIENT:


68ADDRESS:


176222SUBURB:

TRANMEREPOSTCODE:

7018COUNCIL:

CLARENCE

HOUSE DESIGN:



CLASSICFACADE CODE:


ENSUITE DETAILSSCALES:

1:50SHEET No.: 712288




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WM DRYER

D04

820

WM

DRYC

BA

D

LDRY



SIGNATURE:

DATE:






LAUNDRY PLANScale: 1:50


DRAWING DRAWN






CLIENT:


68ADDRESS:


176222SUBURB:

TRANMEREPOSTCODE:

7018COUNCIL:

CLARENCE

HOUSE DESIGN:



CLASSICFACADE CODE:


LAUNDRY DETAILSSCALES:

1:50SHEET No.: 712288




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144 ° 52 '20 "39 .52

2 3 4 °4 7 '0 0 "1 8 .0 4

325°

05'40

"39

.06

2 4

2 5

2 6

2 7

2 8

2 9

28 .8 5

2 9 .7 6

3 0 .2 6

3 0 .5 43 0 .4 5

3 0 .0 9

2 9 .7 7

2 9 .2 5

2 9 .9 03 0 .6 0

3 0 .6 8

3 0 .9 4

3 1 .2 13 1 .0 6

3 0 .8 1

3 0 .5 9

3 0 .3 8

3 0 .1 3

C.T.1

7622

2-68

706m

²

25

2 6

2 7

Sewe r manho l eSewe r manho l e

SW ma n h o l e

S ta r

S ta r

Powe r b o x

Comms p i t

Wa t e r

connec t i on

P h o n e & p owe r

connec t i ons

Conc r e t e

Conc r e t e

Conc r e t e


R .L . 3 0 .48 A .H .D .

SW c onne c t i o n

I.V . 2 3 .2 0


I.V . 2 2 .6 5

2 8

29

144°52'20 "39 .52

2 3 4 °4 7 '0 0 "1 8 .0 4

325°

05'40

"39

.06

2 4

2 5

2 6

2 7

2 8

2 9

28 .8 5

2 9 .7 63 0 .5 4

3 0 .4 53 0 .0 9

2 9 .7 7

2 9 .2 5

2 9 .9 03 0 .6 0

3 0 .6 8

3 0 .9 4

3 1 .2 13 1 .0 6

3 0 .8 1

3 0 .5 9

3 0 .3 8

C.T.1

7622

2-68

706m

²

25

2 6

2 7

Sewe r manho l eSewe r manho l e

SW ma n h o l e

S ta r

S ta r

Powe r b o x

Comms p i t

Wa t e r

connec t i on

P h o n e & p owe r

connec t i ons

Conc r e t e

Conc r e t e


R .L . 3 0 .48 A .H .D .

SW c onne c t i o n

I.V . 2 3 .2 0


I.V . 2 2 .6 5

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30° EAST

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JUNE 21 - 0900Scale: 1:200

JUNE 21 - 1200Scale: 1:200

JUNE 21 - 1500Scale: 1:200


DRAWING DRAWN






CLIENT:


68ADDRESS:


176222SUBURB:

TRANMEREPOSTCODE:

7018COUNCIL:

CLARENCE

HOUSE DESIGN:



CLASSICFACADE CODE:


SHADOW DIAGRAMSSCALES: SHEET No.: 712288




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ELECTRICAL- EXHAUST FAN TO COMPLY WITH CURRENT N.C.C. PART 3.8.5.2

SECTION C

- EXHAUST FANS TO BE SEALED AND DUCTED TO OUTSIDE OFDWELLING IN ACCORDANCE WITH N.C.C. VOLUME 2, PARTS3.8.7.3 AND 3.8.7.4

- 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 - ALL GPO'STO BE 300mm FROM FFL UNLESS NOTED OTHERWISE

GENERAL- BUILDER TO VERIFY ALL DIMENSIONS AND LEVELS ON SITE

PRIOR TO COMMENCEMENT OF WORK

- ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH THENATIONAL CONSTRUCTION CODE (N.C.C.)

- INTERNAL DIMENSIONS ARE TO WALL FRAMING ONLY AND DONOT INCLUDE WALL LININGS

SITE WORKS- CUT AND FILL BATTERS ARE INDICATIVE ONLY. BATTER TO

COMPLY WITH THE N.C.C. TABLE 3.1.1.1

- ALL CUTS AND FFL'S SHOWN (DA DRAWINGS) ARE SUBJECT TOENGINEERING ADVICE ONCE A SATISFACTORY SOIL TEST HASBEEN 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 WITH THESLOPE RATIOS FOR SOIL TYPE IN TABLE 3.1.1.1 OF THE N.C.C.

MASONRY- ALL MASONRY TO BE CONSTRUCTED IN ACCORDANCE WITH

AS3700

- EXTERNAL WALLS TO BE 110mm BRICKWORK UNLESS NOTEDOTHERWISE

- MORTAR MIXED @ 1:1:6 CEMENT:LIME:SAND UNLESS STATEDOTHERWISE 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 @ 6m MAX.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 @ 5MCTRS.

- WHERE NECESSARY, STEEL LINTELS ARE TO BE PROVIDED INACCORDANCE WITH AS4100 AND AS3700a

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 AREAS TO BE FINISHED WITH WET AREA

PLASTERBOARD

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

- ALL UNENCLOSED SHOWERS ABOVE BATHS TO HAVE MINIMUM900mm SHOWER SCREEN OR FLOORWASTE WITHIN 1500mm OFSHOWER CONNECTION AS PER AS3740

TIMBER FRAMING- ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH THE

CURRENT N.C.C.

- 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 35mmFRAMING 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 WIND

LOADS

- 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 TABLE 8.18(H) METHOD B. 900 WIDE SHEET PLY BRACING PANELS (6mmTHICK F11 OR 4mm THICK F14) TO BE FIXED TO STUD FRAMEWITH 2.8mm DIA x 30mm LONG MIN. FLAT HEAD NAILS.

- 65 x 19mm 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 35

TIEDOWN AND FIXING CONNECTIONS TO COMPLY WITH AS1684

STEEL LINTELS FOR SINGLE (OR UPPER STOREY) TO BE ASFOLLOWS:0 - 2700 90 x 90 x 6 EA2700 - 3200 100 x 100 x 8 EA3200 - 4000 150 x 90 x 8 EA

*LINTELS REQUIRE 150mm BEARING EITHER SIDE OF OPENING

ALL LINTEL SIZES SHOWN ARE SUBJECT TO ENGINEERS DETAILS

CONCRETE- CONCRETE FOOTING AND SLABS TO BE IN ACCORDANCE WITH

AS2870

- CONCRETE TO BE MANUFACTURED TO COMPLY WITH AS3600AND:- HAVE A STRENGTH @ 28 DAYS OF NOT LESS THAN

25MpA (N25 GRADE)- HAVE A 20mm NOMINAL AGGREGATE SIZE- HAVE 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 UNLESS NOTED

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 WITHIN 1.7mOF FFL AND THE FFL IS 2m OR MORE ABOVE NGL, REQUIRE APERMANANTLY FIXED DEVICE RESTRICTING ANY OPENINGSOF THE WINDOW OR SCREEN SO THAT A 125mm SPHERECANNOT PASS THROUGH; AND RESISTING OUTWARDSHORIZONTAL ACTION OF 250N AGAINST THE WINDOW. WHERETHE DEVICE OR SCREEN CAN BE REMOVED, UNLOCKED OROVER-RIDDEN, THE DEVICE OR SCREEN MUST HAVE A CHILDRESISTANT RELEASE MECHANISM INSTALLED AND BARRIERBELOW THE WINDOW THAT IS 865mm HIGH ABOVE FFL ANDRESTRICTS ANY OPENING WITHIN THE BARRIER SO THAT A125mm SPHERE CANNOT PASS THROUGH, AND HAS NOHORIZONTAL OR NEAR HORIZONTAL ELEMENTS BETWEEN150mm AND 760mm FROM 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 IN

ACCORDANCE WITH AS3500 AND LOCAL AUTHORITY

- STORMWATER PIPES TO BE UPVC CLASS HD

- SEWER PIPES TO BE UPVC CLASS SH

- PROVIDE Ø20mm K2 POLYETHYLENE WATER RETICULATION

- TYPE B STOP VALVE TO BE LOCATED ADJACENT TO ENTRY

- BACKFILL ALL TRENCHES BENEATH VEHICLE PAVEMENT ANDSLABS ON GRADE TO FULL DEPTH WITH 20 FCR

- PROVIDE OVERFLOW RELIEF GULLY WITH TAP OVER. INVERTLEVEL TO BE 150 MIN. BELOW LOWEST SANITARY DRAINAGEPOINT.

- CUT AND BATTER ARE INDICATIVE. BATTER TO COMPLY WITHCURRENT N.C.C. TABLE 3.1.1.1

- AG DRAIN REQUIRED AROUND PERIMETER OF DWELLING FORALL CLASS M, H, E SITES. LOCATE AG DRAIN NOT CLOSERTHAN 1.5m FROM FOOTINGS IN ACCORDANCE WITH AS2870SECTION 5.6

- PROVIDE SURFACE DRAINAGE IN ACCORDANCE WITH AS2870SECTION 5.6.3

- PROVIDE FLEXIBLE JOINTS IN ALL DRAINAGE EMERGING FROMUNDERNEATH OR ATTACHED TO BUILDING IN ACCORDANCEWITH AS2870 SECTION 5.6.4 FOR ALL CLASS H AND E SITES.REFER TO GEOTECH FOR FURTHER INFORMATION

- DOWNPIPES AND GUTTERS DESIGNED IN ACCORDANCE WITHAS/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 BE GREATERTHAN 125mm

- BALUSTRADE REQUIRED WHERE LEVEL OF LANDING OR DECKIS GREATER THAN 1000mm ABOVE ADJACENT GROUND LEVEL

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

- DOORS OPENING OUTWARDS EXTERNALLY MUST OPEN TO ALANDING (MIN. 750mm WIDE) WHERE THE DIFFERENCE INLEVELS IS GREATER THAN 570mm

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

- WHERE LANDINGS ARE NOT NOMINATED TO EXTERNALDOORS, OPERATING DOOR LEAFS ARE TO BE SCREWED FIXEDSHUT, OR PROVIDED WITH A FORMED FCR LANDINGNOMINALLY 180mm BELOW FLOOR LEVEL.

FIRE SAFETY- SMOKE ALARMS TO BE MAINS POWERED AND INSTALLED AS

PER 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 WITH AS2918.PROVIDE LOCAL AUTHORITIES WITH INSULATION ANDCOMPLIANCE CERTIFICATES

ROOFING- ROOF TO BE COLORBOND 'CUSTOM ORB' METALDECK UNLESS

NOTED OTHERWISE. PROVIDED AND INSTALLED INACCORDANCE WITH AS1562.1 (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 WITH MANUFACTURERS

SPECIFICATION AND N.C.C. PART 3.7.3

CONDENSATION- WHERE RAKED CEILINGS EXIST, IT IS HIGHLY RECCOMENDED

THAT SUITABLE SPACING BETWEEN SARKING AND BULKINSULATION EXISTS. (NO CONTACT BETWEEN PRODUCTS).THE BUILDER IS TO ENSURE ADEQUATE SIZED TIMBER IS USEDTO ENSURE THIS SEPARATION IS PROVIDED.

- IN STANDARD ROOF SPACES, IT IS HIGHLY RECOMMENDED TOPROVIDE SEPARATION BETWEEN SARKING AND CEILINGINSULATION AROUND THE BUILDING PERIMETER, TO ENSUREAIRFLOW FROM EAVE VENTS IS MAINTAINED

- IT IS HIGHLY RECOMMENDED THAT ALL LIGHTWEIGHTCLADDING IS BATTENED OUT FROM STUDS (METAL / FC SHEET/ TIMBER)



SIGNATURE:

DATE:


DRAWING DRAWN






CLIENT:


68ADDRESS:


176222SUBURB:

TRANMEREPOSTCODE:

7018COUNCIL:

CLARENCE

HOUSE DESIGN:



CLASSICFACADE CODE:


GENERAL NOTESSCALES: SHEET No.: 712288




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VESSELS OR AREA WHERETHE FIXTURE IS INSTALLED

FLOORS ANDHORIZONTAL SURFACES WALLS PENETRATIONS

WATERPROOF ENTIRE ENCLOSEDSHOWER AREA INCLUDING HOB.

WATERPROOF ALLPENETRATIONS.

WATERPROOF ENTIRE ENCLOSEDSHOWER AREA, INCLUDINGWATERSTOP.


WATERPROOF ENTIRE ENCLOSEDSHOWER AREA INCLUDING THESTEPDOWN.


N/A WATERPROOF ALLPENETRATIONS.

UNENCLOSED SHOWERS WATERPROOF ENTIRE UNCLOSEDSHOWER AREA.


N/A N/A

WATERPROOF ENTIRE FLOOR. N/A N/A

ENCLOSED SHOWER WITH PRE-FORMEDSHOWER BASE

ENCLOSED SHOWER WITH STEPDOWN

WALL JUNCTIONS AND JOINTS

ENCLOSED SHOWER WITH HOB

ENCLOSED SHOWER WITHOUT HOB

WATER RESISTANT TO ENTIRE FLOOR.

WATER RESISTANT TO ENTIRE FLOOR.

WATERPROOF ENTIRE FLOOR.

INSERTED BATHS N/A FOR WALL UNDER BATH.

N/A

LAUNDRIES AND WCS N/A

WATERPROOF TO NOT LESS THAN 150mm ABOVE THESHOWER FLOOR SUBSTRATE OR NOT LESS THAN 25mmABOVE THE MAXIMUM RETAINED WATER LEVEL WHICHEVER IS THE GREATER WITH THE REMAINDER BEINGWATER RESISTANT TO A HEIGHT OF NOT LESS THAN1800mm ABOVE THE FINISHED FLOOR LEVEL.

WATERPROOF TO NOT LESS THAN 150mm ABOVE THESHOWER FLOOR SUBSTRATE OR NOT LESS THAN 25mmABOVE THE MAXIMUM RETAINED WATER LEVELWHICHEVER IS THE GREATER WITH THE REMAINDERBEING WATER RESISTANT TO A HEIGHT OF NOT LESSTHAN 1800mm ABOVE THE FINISHED FLOOR LEVEL.

WATER RESISTANT TO A HEIGHT OF NOT LESS THAN150mm ABOVE THE VESSEL AND EXPOSED SURFACESBELOW THE VESSEL LIP TO FLOOR LEVEL.

WATERPROOF EDGES OF THE VESSEL ANDJUNCTION OF BATH ENCLOSURE WITH FLOOR.WHERE THE LIP OF THE BATH IS SUPPORTEDBY A HORIZONTAL SURFACE, THIS MUST BEWATERPROOF FOR SHOWERS OVER BATH ANDWATER RESISTANT FOR ALL OTHER CASES.

WATERPROOF ALL TAP ANDSPOUT PENETRATIONSWHERE THEY OCCUR IN AHORIZONTAL SURFACE.

AREAS ADJACENT TO BATHS AND SPAS FORCONCRETE AND COMPRESSED FIBRECEMENT SHEET FLOORING.

AREAS ADJACENT TO BATHS AND SPAS (SEENOTE 1) FOR TIMBER FLOORS INCLUDINGPARTICLEBOARD, PLYWOOD AND OTHERTIMBER BASED FLOORING MATERIALS.

WATER RESISTANT TO A HEIGHT OF NOT LESS THAN150mm ABOVE THE VESSEL AND EXPOSED SURFACESBELOW THE VESSEL LIP TO FLOOR LEVEL.

WATERPROOF EDGES OF THE VESSEL ANDJUNCTION OF BATH ENCLOSURE WITH FLOOR.WHERE THE LIP OF THE BATH IS SUPPORTEDBY A HORIZONTAL SURFACE, THIS MUST BEWATERPROOF FOR SHOWERS OVER BATH ANDWATER RESISTANT FOR ALL OTHER CASES.


WATERPROOF INTERNAL AND EXTERNALCORNERS AND HORIZONTAL JOINTS WITHIN AHEIGHT OF 1800mm ABOVE THE FLOOR LEVELWITH NOT LESS THAN 40mm WIDTH EITHERSIDE OF THE JUNCTION.


WATERPROOF TO NOT LESS THAN 150mm ABOVE THESHOWER FLOOR SUBSTRATE WITH THE REMAINDERBEING WATER RESISTANT TO A HEIGHT OF NOT LESSTHAN 1800mm ABOVE THE FINISHED FLOOR LEVEL.




WATER RESISTANT TO A HEIGHT OF NOT LESS THAN1800mm ABOVE FINISHED FLOOR LEVEL.

WATERPROOF TO NOT LESS THAN 150mm ABOVE THESHOWER FLOOR SUBSTRATE OR NOT LESS THAN 25mmABOVE THE MAXIMUM RETAINED WATER LEVEL WHICHEVER IS THE GREATER WITH THE REMAINDER BEINGWATER RESISTANT TO A HEIGHT OF NOT LESS THAN1800mm ABOVE THE FINISHED FLOOR LEVEL.

WATERPROOF ALL WALL/FLOOR JUNCTIONS.WHERE A FLASHING IS USED THE HORIZONTALLEG MUST BE NOT LESS THAN 40mm.


N/A FOR FLOOR UNDER BATH.WATERPROOF ENTIRE SHELF AREA,INCORPORATING WATERSTOP UNDERTHE BATH LIP AND PROJECT NOT LESSTHAN 5mm ABOVE THE TILE SURFACE.

N/A FOR WALL UNDER BATH. WATERPROOF TO NOTLESS THAN 150mm ABOVE THE LIP OF THE BATH.


WALLS ADJOINING OTHER VESSELS (EG.SINKS, LAUNDRY TUBS AND BASINS)

WATER RESISTANT TO A HEIGHT OF NOT LESS THAN150mm ABOVE THE VESSEL IF THE VESSEL IS WITHIN75mm OF THE WALL.

WHERE THE VESSEL IS FIXED TO A WALL,WATERPROOF EDGES FOR EXTENT OF VESSEL.


AREAS OUTSIDE THE SHOWER AREA FORTIMBER FLOORS INCLUDINGPARTICLEBOARD, PLYWOOD AND OTHERTIMBER BASED FLOORING MATERIALS

AREAS OUTSIDE THE SHOWER AREA FORCONCRETE AND COMPRESSED FIBRECEMENT SHEET FLOORING

WATER RESISTANT TO ENTIRE FLOOR. WATERPROOF ALL WALL/FLOOR JUNCTIONS TO NOTLESS THAN 25mm ABOVE THE FINISHED FLOOR LEVEL,SEALED TO FLOOR.


ENERGY EFFICIENCY - GENERALSTATED R VALUES ARE FOR ADDITIONAL INSULATION REQUIRED AND ARENOT RT VALUES (TOTAL SYSTEM VALUE)

INSULATION TO BE INSTALLED TO MANUFACTURERS SPECIFICATIONS ANDANY RELEVANT STANDARDS

BULK INSULATION IS NOT TO BE COMPRESSED AS THIS REDUCES THEEFFECTIVE R RATING

N.C.C 3.12.0 (A)PERFORMANCE REQUIREMENT P2.6.1 FOR THE THERMAL PERFORMANCE OFTHE BUILDING IS SATISFIED BY COMPLYING WITH:

3.12.0.1 - FOR REDUCING THE HEATING AND COOLING LOADSTO REDUCE HEATING AND COOLING LOADS MUST ACHIEVE AN ENERGYRATING USING HOUSING ENERGY RATING SOFTWARE OF NOT LESS THAN 6STARS.

3.12.1.1 - FOR BUILDING FABRIC THERMAL INSULATIONBUILDER TO ENSURE THAT ALL INSULATION COMPLIES WITH AS/NZS 4859.1AND BE INSTALLED TO N.C.C 3.12.1.1.

3.12.1.2(e) - FOR COMPENSATING FOR A LOSS OF CEILING INSULATIONREFER TO ATTACHED THERMAL PERFORMANCE CERTIFICATE(i) IF ALLOWANCE HAS BEEN MADE FOR CEILING PENERATIONS IN

NATHERS (FIRST RATE 5) CERTIFICATION PROCESS THEN NO FURTHERACTION REQUIRED.

(ii) IF NO ALLOWANCE HAS BEEN MADE FOR CEILING PENETRATIONS INNATHERS (FIRST RATE 5) CERTIFICATION PROCESS THEN CEILINGPENETRATION AREA MUST BE CALCULATED AND THE NECESSARYADJUSTMENT MADE TO THE SPECIFIED INSULATION AS PER TABLE3.12.1.1B OF N.C.C.

3.12.1.5(c) AND 3.12.1.5(d) - FOR FLOOR EDGE INSULATIONFOR CONCRETE SLAB ON GROUNG WITH IN SLAB HEATING OR COOLING.

3.12.3 - FOR BUILDING SEALING3.12.3.1 - CHIMNEYS AND FLUESTHE CHIMNEY OR FLUE OF AN OPEN SOLID FUEL BURNING APPLIANCE MUSTBE PROVIDED WITH A DAMPER OR FLAP THAT CAN BE CLOSED TO SEAL THECHIMNEY OR FLUE.

3.12.3.2 - ROOF LIGHTS(a) A ROOF LIGHT MUST BE SEALED, OR CAPABLE OF BEING SEALED WHEN

SERVING: (i) A CONDITIONED SPACE; OR (ii) A HABITABLE ROOM IN CLIMATE ZONES 4, 5, 6, 7 OR 8(b) A ROOF LIGHT REQUIRED BY (a) TO BE SEALED, OR CAPABLE OF BEING

SEALED MUST BE CONSTRUCTED WITH: (i) AN IMPERFORATE CEILING DIFFUSER OR THE LIKE INSTALLED AT A

CEILING OR INTERNAL LINING LEVEL; OR (ii) A WATERPROOF SEAL; OR (iii) A SHUTTER SYSTEM READILY OPERATED MANUALLY,

MECHANICALLY OR ELECTRONICALLY BY THE OCCUPANT.

3.12.0.1 - EXTERNAL WINDOWS AND DOORS(a) A SEAL TO RESTRIC AIR INFILTRATION MUST BE FITTED TO EACH OF AN

EXTERNAL DOOR, OPENABLE WINDOW AND OTHER SUCH OPENING: (I) WHEN SERVING A CONDITIONED SPACE; OR (II) IN CLIMATE ZONES 4, 5, 6, 7 OR 8, WHEN SERVING A HABITABLE

ROOM.(b) A WINDOW COMPLYING WITH THE MAXIMUM AIR INFILTRATION RATES

SPECIFIED IN AS2047 NEED NOT COMPLY WITH (a).(c) A SEAL REQUIRED BY (a) (i) FOR THE BOTTOM EDGE OF AN INTERNAL SWING DOOR, MUST BE A

DRAFT PROTECTION DEVICE; AND (ii) FOR THE OTHER EDGES OF AN EXTERNAL SWING DOOR OR THE

EDGES OF AN OPENABLE WINDOW OR OTHER SUCH OPENING, MAYBE A FOAM OR RUBBER COMPRESSIBLE STRIP, FIBROUS SEAL ORTHE LIKE.

3.12.3.4 - EXHAUST FANSAN EXHAUST FAN MUST BE FITTED WITH A SEALING DEVICE SUCH AS A SELFCLOSE DAMPER, FILTER OR THE LIKE WHEN SERVING:(a) A CONDITIONED SPACE; OR(b) A HABITABLE ROOM IN THE CLIMATE ZONES 4, 5, 6, 7 OR 8.

3.12.3.5 - CONSTRUCTION OF ROOF, WALLS AND FLOORS(a) ROOFS, EXTERNAL WALLS, EXTERNAL FLOORS AND AN OPENING SUCH

AS A WINDOW FRAME, DOOR FRAME, ROOF LIGHT FRAME OR THE LIKEMUST BE CONSTRUCTED TO MINIMISE AIR LEAKAGE IN ACCORDANCEWITH (b) WHEN FORMING PART OF THE EXTERNAL FABRIC OF:

(i) A CONDITIONED SPACE; OR (ii) A HABITABLE ROOM IN CLIMATE ZONE 4, 5, 6, 7 OR 8.(b) CONSTRUCTION REQUIRED BY (a) MUST BE: (i) ENCLOSED BY AN INTERNAL LINING SYSTEM THAT ARE CLOSE

FITTING AT CEILING, WALL AND FLOOR JUNCTIONS; OR (ii) SEALED BY CAULKING, SKIRTING, ARCHITRAVES, CORNICES OR THE

LIKE.

3.12.3.6 - EVAPORATIVE COOLERSAN EVAPORATIVE COOLER MUST BE FITTED WITH A SELF CLOSING DAMPEROR THE LIKE WHEN SERVING:(a) A HEATED SPACE; OR(b) A HABITABLE ROOM IN CLIMATE ZONES 4, 5, 6, 7 OR 8.

3.12.5.5 - ARTIFICIAL LIGHTING(a) LAMP POWER DENSITY OR ILLUMINATION POWER DENSITY OF AN

ARTIFICIAL LIGHT, EXCLUDING HEATING THAT EMITS LIGHT, MUST NOTEXCEED THE ALLOWANCE OF:

(i) 5W/m² IN A CLASS 1 BUILDING (ii) 4W/m² ON A VERANDAH, BALCONY OR THE LIKE ATTACHED TO A

CLASS 1 BUILDING (NOT EXCLUDING EAVE PERIMETER LIGHTS); (iii) 3W/m² IN A CLASS 10A BUILDING ASSOCIATED WITH A CLASS 1

BUILDING.(b) THE ILLUMINATION POWER DENSITY ALLOWANCE IN (a) MAY BE

INCREASED BY DIVIDING IT BY THE ILLUMINATION POWER DENSITYADJUSTMENT FACTOR FOR A CONTROL DEVICE AS PER N.C.C TABLE3.12.5.3.

WET AREA NOTES

THE ABOVE INFORMATION IS FOR GENERAL GUIDANCE AND IS INDICATIVE ONLY. WATERPROOFING INSTALLERS TO COMPLY WITH ALL CURRENT CODES OF LEGISLATION WHICH TAKE PRECEDENCE OVER THIS SPECIFICATION.

WET AREA WAERPROOFING BY LICENSED AND ACCREDITED INSTALLER. CERTIFICATION TO BE PROVIDED TO BUILDING SURVEYOR. CONTRACTOR OR BUILDER TO DETERMINE THE APPROPRIATE WATERPROOFING INACCORDANCE WITH AS3740 PART 3.8.1 AND TABLE 3.8.1.1 OF N.C.C AND TO NOTIFY THE BUILDING SURVEYOR FOR INSPECTION ARRANGEMENTS DURING INSTALLATION.

WAFFLE POD ALLOWANCES:- R0.6 - 175mm DEEP- R0.7 - 225mm DEEP- R0.8 - 300mm DEEP- R0.9 - 375mm DEEP

X-POD ALLOWANCE- R0.22 - 215mm DEEP



SIGNATURE:

DATE:


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CLIENT:


68ADDRESS:


176222SUBURB:

TRANMEREPOSTCODE:

7018COUNCIL:

CLARENCE

HOUSE DESIGN:



CLASSICFACADE CODE:


WET AREA & ENERGY EFFICIENCY NOTESSCALES: SHEET No.: 712288




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