APPLICATION FOR PLANNING APPROVAL · 3740-2010 for waterproofing of domestic wet areas, as well as appropriate wall & floor treatment when not using a prefabricated shower unit (eg

APPLICATION FOR PLANNING APPROVAL

APPLICATION NO: DA-2020-8 NAME OF APPLICANT: Creative Homes Hobart PROPOSAL: Dwelling LOCATION: 12 Homestead Place, Kingston Any representation must be lodged in writing with the General Manager, Locked Bag 1, Kingston 7050 or by email to [email protected] by 25 February 2020.

mailto:[email protected]

DDEEVVEELLOOPPMMEENNTT AAPPPPLLIICCAATTIIOONN

Application Number: DA-2020-8

Proposed Development: Dwelling

Location: 12 Homestead Place, Kingston

Applicant: Creative Homes Hobart

Responsible Planning Officer: Chloe Edgell

Associated Documents:

The following information regarding the application is available at Council offices:

• Application form

• Certificate of Title

PROJECT ADDRESS: 12 HOMESTEAD PLACE, KINGSTON

TITLE REFERENCE: VOLUME: FOLIO: 332

CLIENTS: JING YU

DESIGNER: INGE BROWN, CC 6652

DRAWINGS: 01 PROPOSED SITE PLAN02 PROPOSED FLOOR PLAN03 PROPOSED ROOF PLAN04 PROPOSED ELEVATIONS05 PROPOSED ELEVATIONS06 SECTION A-A07 WINDOW SCHEDULE08 SHADOW DIAGRAMS

FLOOR AREAS:

SOIL CLASSIFICATION: P

WIND CLASSIFICATION: N2

CLIMATE ZONE: 7

BUSHFIRE ATTACK LEVEL: N/A

ALPINE AREA: N/A

CORROSION ENVIRONMENT: N/A

Creative HomesHOBART

GROUND FLOOR 103.2

FIRST FLOOR 71.7

TOTAL FLOOR AREA 174.9

FIRST FLOOR DECK 12.4

m²m²m²m²

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PROPOSED SITE PLAN

NOTESBUILDER AND SUBCONTRACTORS TO VERIFY ALLDIMENSIONS AND LEVELS PRIOR TO THECOMMENCEMENT OF ANY WORK. GIVE 24HOURS MINIMUM NOTICE WHERE AMENDMENTSARE REQUIRED TO DESIGN OF WORKINGDRAWINGS. THESE DRAWINGS ARE TO BE READ INCONJUNCTION WITH ENGINEERS ANDSURVEYORS DRAWINGS AND NOTES. DO NOTSCALE DRAWINGS.DIMENSIONS ARE TO TAKE PREFEREENCE OVERSCALE. BUILDING SPECIFICATION AND ENGINEERSDRAWINGS SHALL OVERRIDE ARCHITECTURALDRAWINGS.

IMPORTANT NOTICE FOR ATTENTION OF OWNERTHE OWNERS ATTENTION IS DRAWN TO THE FACTTHAT FOUNDATIONS AND ASSOCIATEDDRAINAGE IN ALL SITES REQUIRES CONTINUINGMAINTENANCE TO ASSIST FOOTINGPERFORMANCE. ADVICE FOR FOUNDATIONMAINTENANCE IS CONTAINED IN THE CSIROBUILDING TECHNOLOGY FILE 18 AND IT IS THEOWNERS RESPONSIBILITY TO MAINTAIN THE SITE INACCORDANCE WITH THIS DOCUMENT.

-THIS DRAWING IS TO BE READ IN CONJUNCTIONWITH ALL OTHER DRAWINGS SHEETS,CONSULTANTS DRAWINGS, DOCUMENTS,SCHEDULES AND SPECIFICATIONS (ASAPPLICABLE).-THE BUILDER AND SUBCONTRACTOR SHALLENSURE THAT ALL STORMWATER DRAINS, SEWERPIPES AND THE LIKE ARE LOCATED AT ASUFFICIENT DISTANCE FROM ANY BUILDINGSFOOTING AND/OR SLAB EDGE BEAMS SO AS TOPREVENT GENERAL MOISTURE PENETRATION,DAMPNESS, WEAKENING & UNDERMINING OFANY BUILDING AND ITS FOOTING SYSTEM.- LOCATION OF ALL EXISTING ONSITE SERVICES TOBE CONFIRMED ONSITE PRIOR TO CONSTRUCTION

SOIL AND WATER MANAGEMENT NOTES:SITE TO BE VEGETATED AND PLANTEDACCORDING TO THE HOBART REGIONAL SOILAND WATER MANAGEMENT CODE OF PRACTICE.

SITE TO BE DISTURBED AS MINIMALLY AS POSSIBLE,(I.E. ONLY BUILDING, DRAINAGE AND IMMEDIATEADJOINING AREAS).INSTALL ALL DRAINAGE LINES PRIOR TOPLACEMENT OF ROOF AND GUTTERING.CONNECT IMMEDIATELY ONCE DWELLING ISROOFED.APPLY TEMPORARY COVERING (E.G.WATERPROOF BLANKETS, VEGETATION ORMULCH) TO ALL DISTURBED AREAS WHERECONSTRUCTION IS ONLY PARTIALLY COMPLETED,WHICH WILL REMAIN EXPOSED FOR A PERIOD OF14 DAYS OR MORE.

PROTECT ANY NEARBY OR ON-SITE DRAINAGEPITS FROM SEDIMENT BY INSTALLING SEDIMENTTRAPS AROUND THEM.LIMIT ENTRY/EXIT TO ONE POINT AND STABILISE.INSTALL FACILITIES TO REMOVE DIRT/ MUD FROMVEHICLE WHEELS BEFORE THEY LEAVE THE SITE.

NOTEFINAL FFL'S AND DRIVEWAY GRADIENT TBC BYBUILDER AND TO COMPLY WITH BCA ANDAUSTRALIAN STANDARDS

IMPORTANT!SITE INFORMATION AS DRAWN ISAPPROXIMATE ONLY. FINAL SITEINFORMATION IS SUBJECT TO ADETAILED CONTOUR SURVEY BY

LICENSED SURVEYOR.

SOIL CLASSIFICATION:

WIND CLASSIFICATION:

P

N2

m²

%

90mm DOWNPIPE

NOTE:ALL PROPOSED STORMWATERTO BE DISCHARGED TO EXISTINGINFRASTRUCTURE

SITE COVERAGESITE AREA (Approx) 520.4

PROPOSED BUILDING FOOTPRINT 103.2PROPOSED SITE COVERAGE 19.83

m²

GARAGE

DRIVEWAY36.8m²

H O M E S T E A D P L A C E

DECK(FIRST FLOOR)

2465

5465

3800

1500

15001500

4275

6070

1720

3960

6605

GENERAL NOTES:

1. THIS PLAN HAS BEENPREPARED BY SURVEY PLUSFROM A COMBINATION OFEXISTING RECORDS ANDFIELD SURVEY FOR THEPURPOSES OF SHOWING THEPHYSICAL FEATURES OF THELAND AND SHOULD NOT BEUSED FOR ANY OTHERPURPOSE.

2. TITLE BOUNDARIES SHOWNWERE NOT VERIFIED ORMARKED AT THE TIME OF THISSURVEY.

3. SERVICES SHOWN ON THISPLAN WERE LOCATED WHEREPOSSIBLE BY FIELD SURVEY.THEY ARE NOT A COMPLETEPICTURE OF SERVICES ONSITE. ALL SERVICE LOCATIONSARE TO BE VERIFIED BEFORECOMMENCEMENT OF ANYWORK ON SITE, INPARTICULAR THOSE SERVICESNOT PREVIOUSLY LOCATEDTHROUGH FIELD SURVEY.

4. SURVEY PLUS CAN NOTACCEPT LIABILITYWHATSOEVER FOR LOSS ORDAMAGE CAUSED TO ANYUNDERGROUND SERVICEWHETHER SHOWN BY OURSURVEY OR NOT.

5. THIS NOTE IS AN INTEGRALPART OF THIS PLAN/DATA.REPRODUCTION OF THIS PLANOR ANY PART OF IT WITHOUTTHIS NOTE BEING INCLUDEDIN FULL WILL RENDER THEINFORMATION SHOWN ONSUCH A REPRODUCTIONINVALID AND NOT SUITABLEFOR USE WITHOUT PRIORAUTHORITY OF SURVEY PLUS.

6. HORIZONTAL DATUM ISMGA (Map Grid Australia).

7. VERTICAL DATUM IS AHD(Australian Height Datum).

8. CONTOUR INTERVAL IS 0.2METRES, INDEX IS 1.0 METRES.

9. SURVEY BY ROBOTIC TOTALSTATION AND GPS.

10.APPROXIMATEBOUNDARIES SHOWN ON THISPLAN HAVE BEEN DERIVEDFROM BOUNDARY STAKESAND/OR PEGS PLACED ONSITE BY PDA SURVEYORS ANDSTAGE 7 SALE PLAN AND AREAPPROXIMATE AND SUBJECTTO FINAL SURVEY.

11. 3D DATA TURNED OFF INLAYER CONTROL. 3D TIN MAJOR CONTOUR 3D MINOR CONTOUR 3D

GFFFL RL. 50.5

FFFFL RL. 53.35

FFL RL. 50.5

FFL RL. 50.45

FFL RL. 53.3

PROPOSED RESIDENCELOT 332

PORCH

PRIVATEOPENSPACE

4000

6000

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ALWAYS USE WRITTEN DIMENSIONS.DO NOT SCALE DRAWINGS.

ANY WORK OR MAKING ANY SHOP DRAWINGS.AND LEVELS AT THE JOB PRIOR TO COMMENCINGCONTRACTOR MUST VERIFY ALL DIMENSIONS DATE:INITIAL:DESCRIPTION:REV:PROJECT NORTH

CHECKED: DATE:

DATE:

ACCRED. NO.:DESIGNER:Creative HomesHOBART

COPYRIGHT IN WHOLE OR IN PART

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CEILING MOUNTEDINTERCONNECTED SMOKEDETECTORS, MAINS WIRED WITHBATTERY BACKUP, ALL INACCORDANCE WITH AS 3786.

MASONRY ARTICULATION JOINT- LOCATION TO ENGINEER'SDETAILS

Framing part 3.4 BCAAll timber framing, fixing and bracing shallcomply with AS 1684 and the requirementsof BCA part 3.4.3 manufactured sizes mustnot be undersized to those specified, for alltimber sizes, stress grades, spacing and wallbracing refer to Engineer's details. Tie-downdetails shall comply with the requirements oftables 3.4.3.8 and 3.4.3.9. Structural steelmembers shall comply with the requirementsof clauses in part 3.4.4. Refer to Engineersdetail's where provided.

Glazing part 3.6 BCAAll windows to be aluminium awning style,double glazed (obscured safety glass tobathrooms as shown on drawings) all glazingshall comply with the requirements of AS2047-AS 1288 and BCA clauses in part 3.6.

Human impact safety requirements shallcomply with BCA clauses 3.6.4 pane within500mm from finished floor level & glazed fullheight

Note:Builder and subcontractors to verify alldimension and levels prior to thecommence-ment of any work. Give 24hrsminimum notice where amendments arerequired to design of working drawings.These drawings are to be read inconjunction with Engineer's and Surveyor'sdrawings and notes. Do not scale drawings.Dimensions are to take preference overscale. Building specification and Engineer'sdrawings shall override architecturaldrawings. All construction work shall becarried out in accordance with the statebuilding regulations, local council by-lawsand relevant BCA and AS codes.

Important notice for attention of Owners:the Owners attention is drawn to the factthat foundations and associated drainagein all sites requires continuing maintenanceto assist footing performance. Advice forfoundation maintenance is contained in theCSIRO building technology file 18 and it isthe Owners responsibility to maintain the sitein accordance with this document. Energyefficiency bulk insulation between externalstuds to be insulated with min r2.0. (Ensurebatts fit within cavity without compression,making sure that there is at least 25mm gapfrom the reflective surface).

External walls are to be clad with perforatedreflective foil over the outside of the timberframe. Ceiling to be insulated with r4.0 andreflective foil. Floor to be insulated with r1.0batts. Seal exhaust fans to Ensuite,Bathroom, Laundry and Kitchen. Building tobe sealed in accordance with BCA part3.12.3Construction of the external walls, floor androof compliance of air leakage to complywith BCA part 3.12.3.5

General:All flashings to be in accordance with part3.3 of the BCA. Weep holes and damp proofcoursing in accordance with 3.3.4.4 and3.3.4.5 of the BCA. Fibre cement sheet inaccordance with 3.5.3.4 of the BCA. Blockconstruction in accordance with the BCArequirements. Plasterboard to internal walllinings and ceilings with selected cornice.(see below for wet areas)

Health & amenity part 3.8 BCA: showers,baths and wall fixtures to all wet areas shallcomply with the requirements of clauses,3.8.1.1, 3.8.1.2, 3.8.1.3, 3.8.1.4, 3.8.1.5 and3.8.1.6. In all wet areas provide selectedceramic tiles to concrete floors or over15mm cement sheeting where timberframed floors are proposed.

Provide waterproof plasterboard sheeting toall walls and ceilings. Provide ceramic tiles,lamipanel or other approved water resistantlining to a minimum height of 1800mm toshower walls and to a height of 150mmbehind baths, basins, sinks, troughs, washingmachines and wall fixtures, for the requiredextent of area to be protected refer tofigures 3.8.1.1, 3.8.1.2 and 3.8.1.1.

For typical installation requirements ofshower recesses, tap flanges, showertroughs, floors & waterproof membranesrefer to figures 3.8.1.5, 3.8.1.6, 3.8.1.7, 3.8.1.8and 3.8.1.9. For typical installationrequirements & sealing of wall junctions withbenchtops, laundry sinks & baths refer tofigures 3.8.1.10 and 3.8.1.11. Materials shallcomply with the requirements of clauses3.8.1.3, 3.8.1.4 and 3.8.1.5. Refer to AS3740-2010 for waterproofing of domesticwet areas, as well as appropriate wall &floor treatment when not using aprefabricated shower unit (eg. Min 1:100 fallto waste).

NOTE:- LIFT OFF HINGES TO WC DOORS AS REQUIRED- ALL WINDOWS TO BE DOUBLE GLAZED (U.N.O.)- DECK TO BE SELF SUPPORTING TO COMPLY WITH

NCCBAL. SELECTED BALUSTRADE TO BUILDER'S

SPECIFICATIONS & TO COMPLY w/NCCREQUIREMENTS

90mm DOWNPIPEDP

2X72

0CSD

PROPOSED FIRST FLOOR PLAN

2 X SLD DRS

8202 X SLD DRS

720

820

720

820

820

WM

PROPOSED GROUND FLOOR PLAN

820

UP

820

REF

S

UBO

/CT/

RH

DW

720

820

UP

720

720CSD

P

820

RESIDENCE: 174.9m²

FLOOR AREASGROUND FLOOR 103.2

FIRST FLOOR 71.7

TOTAL FLOOR AREA 174.9

FIRST FLOOR DECK 12.4

820

90

11260

250 2990 90

90

1020 90 980 90 3200 2508960 2300

1022

0

850

9370

2740

3860 1400 6000

6480

3740

250 1800 90 1100 90 1300 90 3990 250

250 2990 90 1000 9051090 2000 90 1600 250

310 1090 250 5500 250

250 2990 90 2090 90

90 1000 90 1000 90

250

3090

9031

5090

51090

1850

250

2650

90

9037

5090

230

6000

250

230

6600

9030

5025

0

9051

090

1010

9019

5025

0

9010

5090

250

8870

250

1360

3230

2900

9050

2900

840

7370

840

8640

90 4080 90 1000 90 3200 90

4260

5350 329090 4080 90 1000 90

90 1500 90 2700 90

90 1000 9041090 90900 1710

90 1400 1710

9020

0

90

8760

2800

900

2060

3000

9017

4090

2180

4020

90 9035

0090

2060

9014

509090

2070

9050

3090

9090

090

1080

90

160

160

2460

DECK OVER

CONCRETE SLAB TOENGINEER'S DETAILS

BAL

BAL

BAL

BULKHEAD

RAKE

D CEIL

ING

AA

W15

18A

AW

1518

AA

W15

18

ASD2127-3AAW1006OBSC.

AAW1006OBSC.

AAW1006OBSC.

AAW1218

AA

W12

18

AA

W10

12O

BSC

.

AAW1818 AAW1806

AAW1021

AAW1506AFW1506AFW1506

AAW1506

BULK

HEA

D

DP

DP

DPDP

DP

DPDP

16090

1990 90 2000 90

160 4260 4540

A AA

790

310

ASD

2118

9.2m²CH:2400

FF:Carpet 3.8m²CH:2400

FF:Carpet

10.1m²CH:2400

FF:Carpet

6.9m²CH:2400

FF:Carpet 10.6m²CH:2400

FF:Carpet

5.5m²CH:2400 FF:Tiles

1.9m²CH:2400FF:Tiles

34.0m²CH:2400

FF:Concrete

13.3m²CH:2400

FF:Carpet

3.5m²CH:2400

FF:Carpet


2.2m²CH:2400FF:Tiles

14.8m²CH:2400

FF:Carpet

9.9m²CH:2400

FF:Carpet


6.2m²CH:2400FF:Timber

LIGHTWEIGHT FRAMEWITH HEBEL ANDSELECTED RENDERFINISH

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PROPOSED ROOF PLAN90mm DOWNPIPEDP











SELECTED COLORBOND ROOF12.5º PITCH INSTALLED TOMANUFACTURER'SSPECIFICATIONLINE OF BUILDING UNDER

SELECTED BRICK VENEER PARAPETWITH CAPPINGS AND FLASHINGSINSTALLED TO MANUFACTURER'SSPECIFICATIONS

SELECT COLORBOND FASCIAAND GUTTERING

450 450 450

450

450 450450

450

450

450

DP

DPDP

DP

DP

1400

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2400

SOUTH WESTERN ELEVATION

SOUTH EASTERN ELEVATION











SELECTED COLORBOND ROOFINGINSTALLED TO MANUFACTURER'SSPECIFICATIONS

COLORBOND FASCIA AND GUTTERING

COLORBOND FASCIA AND GUTTERING

SELECTED FACE BRICK

SELECTED FACE BRICK

SELECTED LIGHTWEIGHT CLADDINGINSTALLED TO MANUFACTURER'SSPECIFICATIONS


FIBRE CEMENT LINING TO EAVES

SELECTED ENTRY DOOR

ALUMINIUM FRAMED WINDOWS

LIGHTWEIGHT FRAME CLAD WITHHEBEL WITH SELECTED RENDEREDFINISH

SELECTED BRICK VENEER PARAPET WITHCAPPING AND FLASHINGS INSTALLED TOMANUFACTURER'S SPECIFICATIONS

SELECTED BRICK VENEER PARAPET WITHCAPPING AND FLASHINGS INSTALLED TOMANUFACTURER'S SPECIFICATIONS

SELECTED BRICK AND LIGHTWEIGHT PARAPETWITH CAPPING AND FLASHINGS INSTALLED TOMANUFACTURER'S SPECIFICATIONS

CONCRETE SLAB TO ENGINEER'S DETAILS

CONCRETE SLAB TO ENGINEER'S DETAILS

SELECTED TIMBER DECK, SELF SUPPORTINGWITH BALUSTRADE TO ENGINEER'S DETAILSAND INSTALLED IN ACCORDANCE WITHNCC & AS

SELECTED GARAGE DOOR 2200H

ROOF PITCH 12

°ROOF PITCH 12°

ROOF PITCH 5°

450

2400

450

2400

BOUN

DA

RY

BUILD

ING ENVEL

OPE

45°

3000

BOUN

DA

RY

BUILDING ENVELOPE

45°

3000

BOUN

DA

RY

BUILDING ENVELOPE

45°

3000

5.5m

FRO

NT

OFF

SET

850

850

550

550

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ALL TRUSSES TO BE DESIGNED TOTRUSS MANUFACTURER TO NOTE:

BE SUPPORTED BY ALL EXTERNALWALLS FOR BOTH DEAD ANDWIND LOADS.

2400

FRAMING PART 3.4 BCA

ALL TIMBER FRAMING, FIXING AND BRACING SHALL COMPLY WITH AS 1684AND THE REQUIREMENTS OF BCA PART 3.4.3 MANUFACTURED SIZES MUSTNOT BE UNDERSIZED TO THOSE SPECIFIED, FOR ALL TIMBER SIZES, STRESSGRADES, SPACING AND WALLBRACING REFER TO ENGINEERS DETAILS. TIE-DOWN DETAILS SHALLCOMPLY WITH THE REQUIREMENTS OF TABLES 3.4.3.8 AND 3.4.3.9

STRUCTURAL STEEL MEMBERS SHALL COMPLY WITH THE REQUIREMENTS OFCLAUSES IN PART 3.4.4. REFER TO ENGINEERS DETAILS WHERE PROVIDED.

GLAZING PART 3.6 BCA

ALL WINDOWS TO BE ALUMINIUM AWNING STYLE, DOUBLE GLAZED.(OBSCURED SAFETY GLASS TO BATHROOMS) ALL GLAZING SHALL COMPLYWITH THE REQUIREMENTS OF AS 2047-AS 1288 AND BCA CLAUSES IN PART3.6.

HUMAN IMPACT SAFETY REQUIREMENTS SHALL COMPLY WITH BCA CLAUSES3.6.4 PANE WITHIN 500mm FROM FINISHED FLOOR LEVEL & GLAZED FULLHEIGHT

NOTE:BUILDER AND SUBCONTRACTORS TO VERIFY ALL DIMENSIONS AND LEVELS PRIOR TO THE COMMENCEMENT OF ANY WORK. GIVE 24HRS MINIMUM NOTICEWHERE AMENDMENTS ARE REQUIRED TO DESIGN OF WORKING DRAWINGS. THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH ENGINEERS ANDSURVEYORS DRAWINGS AND NOTES. DO NOT SCALE DRAWINGS. DIMENSIONS ARE TO TAKE PREFERENCE OVER SCALE. BUILDING SPECIFICATION ANDENGINEERS DRAWINGS SHALL OVERRIDE ARCHITECTURAL DRAWINGS.

ALL CONSTRUCTION WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE STATE BUILDING REGULATIONS, LOCAL COUNCIL BY-LAWS AND RELEVANTBCA AND AS CODES.

IMPORTANT NOTICE FOR ATTENTION OF OWNERS: THE OWNERS ATTENTION IS DRAWN TO THE FACT THAT FOUNDATIONS AND ASSOCIATED DRAINAGE INALL SITES REQUIRES CONTINUING MAINTENANCE TO ASSIST FOOTING PERFORMANCE. ADVICE FOR FOUNDATION MAINTENANCE IS CONTAINED IN THECSIRO BUILDING TECHNOLOGY FILE 18 AND IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SITE IN ACCORDANCE WITH THIS DOCUMENT.

ENERGY EFFICIENCYBULK INSULATION BETWEEN EXTERNAL STUDS TO BE INSULATED WITH MIN R2.0. (ENSURE BATTS FIT WITHIN CAVITY WITHOUT COMPRESSION, MAKING SURETHAT THERE IS AT LEAST 25MM GAP FROM THE REFLECTIVE SURFACE.)EXTERNAL WALLS TO BE CLAD WITH PERFORATED REFLECTIVE FOIL OVER THE OUTSIDE OF THE TIMBER FRAME.CEILING TO BE INSULATED WITH R4.0 AND REFLECTIVE FOIL.FLOOR TO BE INSULATED WITH R1.0 BATTS. SEAL EXHAUST FANS TO ENSUITE, BATHROOM, LAUNDRY AND KITCHEN.BUILDING TO BE SEALED IN ACCORDANCE WITH BCA PART 3.12.3CONSTRUCTION OF THE EXTERNAL WALLS, FLOOR AND ROOF COMPLIANCE OF AIR LEAKAGE TO COMPLY WITH BCA PART 3.12.3.5

GENERAL:ALL FLASHINGS TO BE IN ACCORDANCE WITH PART 3.3 OF THE BCA. WEEP HOLES AND DAMP PROOF COURSING INACCORDANCE WITH 3.3.4.4 AND 3.3.4.5 OF THE BCA. FIBRE CEMENT SHEET IN ACCORDANCE WITH 3.5.3.4 OF THE BCA.

BLOCK CONSTRUCTION IN ACCORDANCE WITH THE BCA REQUIREMENTS. PLASTERBOARD TO INTERNAL WALL LININGS ANDCEILINGS WITH SELECTED CORNICE. (SEE BELOW FOR WET AREAS)

HEALTH & AMENITY PART 3.8 BCA: SHOWERS, BATHS AND WALL FIXTURES TO ALL WET AREAS SHALL COMPLY WITH THEREQUIREMENTS OF CLAUSES, 3.8.1.1, 3.8.1.2, 3.8.1.3, 3.8.1.4, 3.8.1.5 AND IN ALL WET AREAS PROVIDE SELECTED CERAMICTILES TO CONCRETE FLOORS OR OVER 15MM CEMENT SHEETING WHERE TIMBER FRAMED FLOORS ARE PROPOSED.

PROVIDE WATERPROOF PLASTERBOARD SHEETING TO ALL WALLS AND CEILINGS. PROVIDE CERAMIC TILES, LAMIPANEL OROTHER APPROVED WATER RESISTANT LINING TO A MINIMUM HEIGHT OF 1800MM TO SHOWER WALLS AND TO A HEIGHT OF150MM BEHIND BATHS, BASINS, SINKS, TROUGHS, WASHING MACHINES AND WALL FIXTURES, FOR THE REQUIRED EXTENT OFAREA TO BE PROTECTED REFER TO FIGURES 3.8.1.1, 3.8.1.2 AND 3.8.1.1.

FOR TYPICAL INSTALLATION REQUIREMENTS OF SHOWER RECESSES, TAP FLANGES, SHOWER TROUGHS, FLOORS &WATERPROOF MEMBRANES REFER TO FIGURES 3.8.1.5, 3.8.1.6, 3.8.1.7, 3.8.1.8 AND 3.8.1.9. FOR TYPICAL INSTALLATIONREQUIREMENTS & SEALING OF WALL JUNCTIONS WITH BENCHTOPS, LAUNDRY SINKS & BATHS REFER TO FIGURES 3.8.1.10 AND3.8.1.11. MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF CLAUSES 3.8.1.3, 3.8.1.4 AND 3.8.1.5. REFER TO AS 3740-2010FOR WATERPROOFING OF DOMESTIC WET AREAS, AS WELL AS APPROPRIATE WALL & FLOOR TREATMENT WHEN APREFABRICATED SHOWER UNIT ISN'T USED (EG. MIN 1:100 FALL TO WASTE)

SECTION A-A

ALUMINIUM FRAMED SLIDING DOOR


TIMBER ROOF TRUSSES INSTALLED INACCORDANCE WITH MANUFACTURER'SSPECIFICATION

SELECTED ENTRY DOORALUMINIUM FRAMED WINDOWS

SELECTED FACE BRICKWORKSELECTED FIXTURES FITTINGS AND TILES

CONCRETE SLABS AND FOOTINGSTO ENGINEER'S DETAILS

SELECTED COLORBOND ROOFINGINSTALLED TO MANUFACTURER'SSPECIFICATIONS

R2 BULK INSULATION & REFLECTIVEFOIL TO EXTERNAL WALLS

SELECTED JOINERY INSTALLED TOMANUFACTURER'S SPECIFICATIONS

TIMBER FRAMED FLOOR STRUCTURE TOENGINEER'S DETAILS

R4.0 BULK INSULATIONTO CEILING

WALL VENTS FOR VENTILATION (OREQUIV.) IN ACCORDANCE WITH NCC

VAPOUR PERMEABLE SARKING UNDERBATTENS (OR EQUIV.) (WITH 25MM AIRGAP TO ROOFING) AND MINIMUM 10MMROOF VENTILATION (SUPPLY) GAP INACCORDANCE WITH NCC

FC LINING TO EAVE WITH EAVE VENTSFOR VENTILATION (OR EQUIV.) INACCORDANCE WITH NCC

450

2400

SELECTED COLORBOND CAPPING TOBRICKWORK INSTALLED IN ACCORDANCEWITH MANUFACTURER'S SPECIFICATION


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1800

1800

W1

2100

2100

fg FIXED GLAZINGWINDOW SCHEDULE











600

1800

1800

1200

600

960

1200

1000

1800

1200

2100

1000

600

1500

600

1500

600

1500

600

1500

600

1000

600

1000

1800

1500

1500

1500

1500

1500

2700

2100

W2 W3 W4 W5 W6

W13W12W11W10W9W8W7

W14 W15 W16 W17

fgfgfg

fg

fg

fg fg

fgfg

fgfgfg

fg

OBSCUREDSAFETYGLASS

OBSCUREDSAFETYGLASS

OBSCUREDSAFETYGLASS

OBSCUREDSAFETYGLASS

OBSCUREDSAFETYGLASS

1800

2100

W18

B

AB

IBIB


JING YU

AUGUST 2019

19/103296

BAROQUE 159 of 8

DRAWING NO:

DESIGN TYPE:

CLIENT:JOB ADDRESS:

DRAWN:

SHEET:

SCALE: REV:

©



CHECKED: DATE:

DATE:



I. Brown

1:50

7I. Brown CC6652

07

cedgell

Stamp

DECK(FIRST FLOOR)


DECK(FIRST FLOOR)

FFL RL. 53.3

DECK(FIRST FLOOR)


FFL RL. 53.3

JUNE 21 - 12pm


PROPOSED SHADOW DIAGRAMS

JUNE 21 - 3pmJUNE 21 - 9am

NOTE: SHADOW DIAGRAM IMAGING DERIVED FROM SKETCHUP PRO USINGLOCATION GEO REFERENCING. SHADOWS ARE ONLY ACCURATE FOR THE EXTENTOF SURVEYED PROPERTY - SHADOWS BEYOND THIS ARE PROVIDED USING ANESTIMATE OF THE TERRAIN AS A CONTINUATION OF THE SUBJECT PROPERTY.PROPOSED EXCAVATION HAS NOT BEEN MODELLED.

PROPOSEDOVERSHADOWING



B

AB

IBIB


JING YU

AUGUST 2019

19/103296

BAROQUE 159 of 8

DRAWING NO:

DESIGN TYPE:

CLIENT:JOB ADDRESS:

DRAWN:

SHEET:

SCALE: REV:

©



CHECKED: DATE:

DATE:



I. Brown

1:50

8I. Brown CC6652

08

cedgell

Stamp