DETAIL PLAN 24 KESTREL STREET PRIMROSE SANDS€¦ · n dp-ad 45334 tas 400648168 qld 15127260...

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Level 2, 420 Collins Street, Melbourne, VIC 3000Phone: 61 3 8687 2118

Email: [email protected]

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C L I E N T GENERAL NOTES:

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SIGNED...................................................... DATE.................

.................................................................................................

CONFIRM THESE DRAWINGS ACCORD WITH OUR REQUIREMENTS ANDAUTHORISE THEIR USE FOR NEXT STAGE PURPOSES.

I / WE.......................................................................................

SIGNED...................................................... DATE.................

THE CONTRACTOR IS RESPONSIBLE FOR SETTING OUT ANDCHECKING ALL LEVELS AND DIMENSIONS ON SITE PRIORTO COMMENCING ANY SITE WORKS.

A.L. & S.L. TERHORST

FIGURED DIMENSIONS ARE TO TAKE PREFERENCE OVERSCALE

UNLESS OTHERWISE DIMENSIONED ALL STUD WALL ARE90mm THICK AND ALL BRICK VENEER WALLS ARE 240mmTHICK.

DIMENSIONS TO STRUCTURAL TIMBERS & FACE OF BRICKSEXCLUDING BATTENS, PLASTERBOARD ETC.

REFER TO ENGINEERS DETAILS FOR STRUCTURALMEMBERS.

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B1.1COVER SHEET 19-0076ETMS

2019

LOT 24 KESTREL STREET,

CUSTOM

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ISSUE DATE REVISION DESCRIPTION INITIALSA 13/09/19 BUILDING LICENCE ETBCDKLMN

DP-AD 45334TAS 400648168QLD 15127260

18/09/19 6 STAR ENERGY REPORT ET

LOT 24 KESTREL STREET PRIMROSE SANDS

DRAWING INDEXDRAWING NAME SCALE

COVER SHEET

SHEET No.NTS1.1

GENERAL NOTES NTS1.2

EXCAVATION PLAN 1 : 2002.2

SITE PLAN2.3

RETAINING WALL PLAN2.4

PLAN - GROUND FLOOR3.1

ELEVATION 1 & 24.1

ELEVATION 3 & 44.2

ELEVATION 5 1 : 1004.3

ELECTRICAL PLAN5.1

SECTIONS7.1

SLAB & PLUMBING PLAN

8.1

8.2

WINDOW & DOOR SCHEDULE

GR

APH

ICA

L R

EPR

ESEN

TATI

ON

ON

LY

DEMOLITION PLAN 1 : 2002.1

1 : 200

1 : 200

1 : 100

1 : 100

1 : 100

1 : 50

1 : 50

1 : 100

1 : 100

6.1 1 : 100

STANDARD DETAILS - 19.1 AS SHOWN

ENSUITE & LAUNDRY PLAN

10.1 1 : 50

KITCHEN & ROBE PLAN

STANDARD DETAILS - 29.2 AS SHOWN

DRAWINGS TO BE READ IN CONJUCTION TO ENGINEERING DRAWINGS.

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-

RICHARD MASON,ONSITE ASSESSMENTS TAS

GENERAL NOTESDO NOT SCALE DRAWINGS. USE WRITTEN DIMENSIONS ONLY.THE OWNER, BUILDER AND/OR SUB-CONTRACTORS SHALL VERIFY ALL DIMENSIONS,LEVELS, SETBACKS AND ANY SPECIFICATIONS PRIOR TO COMMENCING ANY WORKSOR ORDERING MATERIALS AND SHALL BE RESPONSIBLE FOR ENSURING THAT ALLBUILDING WORKS CONFORM TO THE BUILDING CODE OF AUSTRALIA, AUSTRALIANSTANDARDS CODES (CURRENT EDITION), BUILDING REGULATIONS, LOCAL BY-LAWSAND RESCODE REQUIREMENTS. REPORT ALL DISCREPANCIES TO THIS OFFICE FORCLARIFICATION.

1. THESE PLANS SHALL BE READ IN CONJUNCTION WITH ANY STRUCTURAL OR CIVIL ENGINEERING COMPUTATIONS AND DRAWINGS.

THESE PLANS SHALL BE READ IN CONJUNCTION WITH THE SOIL REPORT. FOOTINGS ARE TO FOUNDED AT THE MINIMUM DEPTHS INDICATED IN THE SOIL REPORT. WHERE THE BUILDING (OTHER THAN A CLASS 10a) IS LOCATED IN A DESIGNATED TERMITE INFESTATION AREA, THE BUILDING SHALL BE PROTECTED IN ACCORDANCE WITH THE RELEVANT AUSTRALIAN STANDARDS.

2. STORMWATER SHALL BE TAKEN TO THE LEGAL POINT OF DISCHARGE TO THE SATISFACTION OF THE RELEVANT AUTHORITY.

3. SEWER OR SEPTIC SYSTEMS SHALL BE IN ACCORDANCE WITH THE RELEVANT AUTHORITY REQUIREMENTS.

4. FOOTINGS ARE NOT TO ENCROACH OVER ANY TITLE BOUNDARIES AND/OR EASEMENT LINES.

5. FOR BUILDINGS IN CLOSE PROXIMITY TO THE SEA, ENSURE THAT ALL STEELWORK, BRICK CAVITY TIES, STEEL LINTELS, ETC. THAT ARE EMBEDDED OR FIXED TO MASONRY BE PROTECTED IN ACCORDANCE WITH A.S. 3700-2001 (TABLE 2.2), HOT DIP GALVANIZED, STAINLESS STEEL OR CADMIUM COATED.

6. BUILDING SETBACKS ARE FROM TITLE LINE (NOT FENCE LINE) REFER TITLE RE-ESTABLISHMENT PLAN FOR CORRECT OFF SETS IN RELATION TO FENCE LINES.

7. ALL WET AREAS ARE TO COMPLY WITH B.C.A. 3.8.1 OR A.S. 3740 - 2004. WALL FINISHES SHALL BE IMPERVIOUS TO A HEIGHT OF 1800mm ABOVE FLOOR LEVEL TO ANY SHOWER ENCLOSURES AND 1500mm ABOVE BATHS, BASIN, SINKS AND THROUGHS IF WITHIN 75mm OF THE WALL.

8. RISERS - (where applicable) 190MM MAXIMUM, GOING - 355mm MAXIMUM, 240mm MIMIMUM. RISERS AND TREADS ARE TO BE CONSTANT IN SIZE THRU-OUT FLIGHT. PROVIDE NON-SLIP FINISH OR SUITABLE NON-SKID STRIP NEAR EDGE OF NOSINGS. ENSURE MAXIMUM GAP BETWEEN RISERS IS NOT TO EXCEED 125mm OR USE CLOSED RISERS. PROVIDE CONTINUOUS HAND RAILING 1000mm MINIMUM HEIGHT TO BALCONIES AND DECKS WHICH ARE 1000mm OR GREATER ABOVE GROUND LEVEL. HAND RAILS ARE TO BE A MINIMUM OF 865MM ABOVE STAIR NOSINGS AND LANDINGS. MAXIMUM GAP BETWEEN BALUSTERS SHALL BE 125mm.

9. SMOKE ALARMS ARE TO BE PROVIDED AND INSTALLED IN ACCORDANCE WITH A.S. 3786-1993, AND UNLESS INSTALLED IN AN EXISTING PART OF A CLASS 1, 2 OR 3 BUILDING OR A CLASS 4 PART OF A BUILDING. THE SMOKE ALARM SHALL BE HARD-WIRED WITH A BATTERY BACK-UP INTERCONNECTED.

WALL LINTELS & SUPPORT STUDS THRU-OUT:FOR ALL EXTERNAL PERIMETER LOAD-BEARING LINTELS AND THEIRSUPPORTING STUDS REFER TO THE ENGINEERS DETAILS AND DRAWINGSAND TO GENERAL SPECIFICATIONS.

INTERNAL DOORS:ALL INTERNAL DOORS ARE TO BE 2040 HIGH UNLESS NOTED OTHERWISEON THE PLAN.

WC DOORS:HINGED DOORS THAT OPEN INWARDS TOWARDS THE PAN BUT THE EDGE OFTHE DOOR IS A MINIMUM 1200mm AWAY FROM THE PAN AT ITS NEAREST POINT,MUST HAVE DEMOUNTABLE HINGES TO ALLOW EASY REMOVAL OF THE DOORFROM THE OUTSIDE THE WC COMPARTMENT.

ROOFINGMETAL ROOF OVER ROOF BATTENS AT 330mm CTRS. TYPICAL THRU-OUTUNLESS NOTED OTHERWISE. METAL ROOF ON EITHER TIMBER OR METALBATTENS TO BE USED AND FIXED IN ACCORDANCE WITH THE MANUFACTURERSDETAILS AND SPECIFICATIONS & PROVIDE APPROVED CAPPING AND FLASHINGTHRU-OUT.

SELECTED TIMBER FRAMED ROOF TRUSS AT 900mm MAX. CTRS. TOMANUFACTURERS SPECIFICATIONS UNLESS NOTED OTHERWISE.

PLASTERBOARD LINED CEILINGS THRU-OUT.

SELECTED PROFILE METAL EAVES GUTTER AND FASCIA TO THE PERIMETEROF THE ROOF AREA.

ALSO READ IN CONJUNCTION WITH ANY ENGINEERS DETAILS AND DRAWINGSFOR ANY ROOF BEAMS, LINTELS, ETC.

4.5mm THICK F.C. SHEET LINING TO THE UNDERSIDE OF THE FIRST

LINTEL NOTES:BUILDER TO NOTE THAT LINTELS SELECTED BY THE ENGINEER ARE DESIGNEDTO CARRY ONLY STANDARD TILE ROOFING AND TRUSS LOADS WHERE AREAT 600MM MAXIMUM CTRS. IF ANY GIRDER TRUSSES ARE LOCATED DIRECTLYON ANY LINTELS.

TRUSS MANUFACTURER AND/OR BUILDER TO REFER TO THE ENGINEER TOCONFIRM IF LINTEL AND SUPPORTING STUDS ARE ADEQUATE.

ENGINEER'S DRAWINGS TAKE PRECEDENCE OVER NOMINAL SIZES INDICATEDON THESE PLANS.

FRAMING SCHEDULEN/A

SOIL CLASSIFICATIONrefer to soil report attached

BY :

DATE :

B.A.L. :

26/07/2019

BAL 29

WALL FRAME(REFER TO ENGINEERING DRAWINGS)

EXTERNAL STUDS

INTERNAL STUDS

N/A

450mm ctrs U.N.O.BAL 29 GLAZING:FOR WINDOWS:COMPLY WITH ONE OF THE FOLLOWING OPTIONS:

OPTION 1: STANDARD WINDOWS CAN BE USED PROVIDED THEY ARE COMPLETELYPROTECTED BY BUSHFIRE SHUTTERS COMPLYING WITH AS 3959:2009.

OPTION 2: WINDOWS MUST MEET THE FOLLOWING:

1. ALL GLAZING SHALL BE TOUGHENED SAFETY GLASS MINIMUM 5mm.2. WINDOW FRAMES SHALL BE MADE FROM ONE OF THE FOLLOWING: A. BUSHFIRE RESISTANT TIMBER - SEE p.16 B. METAL - THIS INCLUDES ALUMINIUM C. uPVC WITH METAL REINFORCING3. EXPOSED EXTERNAL HARDWARE THAT SUPPORT THE SASH IN ITS FUNCTION OF OPENING AND CLOSING TO BE MADE FROM METAL.4. ALL GLASS WITHIN 40mm OF GROUND OR OTHER STRUCTURES WITHIN 18 DEGREES OF HORIZONTAL (REFER 4 DIAGRAM pp. 12-13) MUST BE SCREENED EXTERNALLY WITH METAL SCREENS WITH MAXIMUM APERTURE OF 2mm (STEEL, BRONZE OR ALUMINIUM).5. ALL OPENINGS MUST BE SCREENED INTERNALLY OR EXTERNALLY WITH METAL SCREENS WITH MAXIMUM APERTURE OF 2mm (STEEL, BRONZE OR ALUMINIUM).

NOTE: INTERNAL AND EXTERNAL SCREENS MUST BE FITTED IN A WAY THAT DOES NOTALLOW GAPS GREATER THAN 3mm IN DIAMETER. WHERE IGU's ARE USED AND 5mmTOUGHENED GLASS IS REQUIRED IT ONLY NEEDS TO BE APPLIED TO THE EXTERNAL FACE

FOR SIDE HUNG EXTERNAL DOORS INCLUDING FRENCH AND BI-FOLD DOORS:OPTION 1: AS PER WINDOWS.OPTION 2: ARE COMPLETELY PROTECTED BY EXTERNAL METAL MESH SCREENS WITH AMAXIMUM APERTURE OF 2mm (STEEL, BRONZE OR ALUMINIUM)OPTION 3: 1. DOORS SHALL BE: A. NON COMBUSTIBLE OR B. 35mm SOLID TIMBER FOR THE FIRST 400mm ABOVE THRESHOLD OR C. HOLLOW CORE DOORS MUST BE PROTECTED EXTERNALLY WITH METAL SCREENS WITH MAXIMUM APERTURE OF 2mm (STEEL, BRONZE ALUMINIUM). D. A FULLY FRAMED GLAZED DOOR MADE FROM NON COMBUSTIBLE MATERIALS OR BUSHFIRERESISTANT TIMBER (p. 16) 2. EXPOSED EXTERNAL HARDWARE MUST BE METAL. 3. ALL GLAZING SHALL BE TOUGHENED SAFETY GLASS MINIMUM OF 6mm. 4. ALL GLASS WITHIN 400mm OF GROUND OR OTHER STRUCTURES WITHIN 18 DEGREES OF HORIZONTAL (REFER 4 DIAGRAMS pp. 12-13) MUST BE SCREENED EXTERNALLY WITH METAL SCREENS WITH MAXIMUM APERTURE OF 2mm (STEEL, BRONZE OR ALUMINIUM). A GUIDE TO WINDOWS AND DOORS IN BUSHFIRE PRONE AREAS 5. DOOR FRAMES SHALL BE MADE OF A. BUSHFIRE RESISTING TIMBER (SEE page 16) B. METAL C. METAL-REINFORCED uPVC 6. DOORS SHALL BE TIGHT FITTING. 7. WEATHER STRIPS, DRAUGHT SEALS SHALL BE INSTALLED AT BASE OF SIDE HUNG EXTERNAL DOORS.FOR EXTERNAL SLIDING DOORS:OPTION 1: AS PER WINDOWS.OPTION 2: ARE COMPLETELY PROTECTED BY EXTERNAL METAL SCREENS WITH A MAXIMUM APERTURE OF 2mm (STEEL, BRONZE OR ALUMINIUM)OPTION 3: 1. FRAMES SHALL BE MADE OF: 2. EXPOSED EXTERNAL HARDWARE MUST BE METAL. 3. ALL GLAZING SHALL BE TOUGHENED SAFETY GLASS MINIMUM 6mm. 4. SLIDING DOORS SHALL BE TIGHT FITTING IN THE FRAME. THE CONSTRUCTION OF SLIDING DOORS SHOULD PREVENT THE ENTRY OF MEMBERS WHEN CLOSED.

NOTE: SLIDING DOORS ARE NOT REQUIRED TO BE SCREENED.

SPECIFICATION NOTES:TIMBER FRAMING:ALL TIMBER FRAMING THRU-OUT IS TO BE IN ACCORDANCE WITH A.S.1684.2-2010 AND ALSO READ IN CONJUNCTION WITH THE ENGINEERS DETAILSAND DRAWINGS.

FLOORING & FOOTINGS:FINISHED FLOOR LEVELS ARE NOMINAL ONLY AND SHOULD BE CONFIRMEDPRIOR TO START OF WORK.

READ IN ACCORDANCE WITH SOIL REPORT REQUIREMENTS. READ INCONJUNCTION WITH THE ENGINEERS DETAILS FOR ALL FOOTING SIZE ANDDETAILS.

PLEASE NOTE MINIMUM FOUNDING DEPTH TO BE DETERMINED AS 'NOTED"IN THE SOIL REPORT.

WALLING:90 x 35 MGP10 COMMON STUDS70 x 35 F5 NOGGINGS2 (90 x 35) MGP10 TOP PLATES EXTERNAL WALL2 (90 x 45) MGP12 TOP PLATES - INTERNAL LOAD BEARING WALLS2 (90 x 45) MGP10 JAMB STUDS3 (90 x 45) MGP10 JAMB STUDS TO ALL GIRDER TRUSS LOAD LOCATION

LININGS:10mm PLASTERBOARD TO ALL INTERNAL WALLS10mm PLASTERBOARDS TO CEILINGSSELECTED WATER RESISTANT SUB-STRATE AND TILING TO WET AREAS.

HEATING AND COOLING:ALL HEATING AND COOLING UNITS, SIZES, TYPES AND LOCATIONS ARETO BE CONFIRMED BETWEEN THE BUILDER AND THE SUPPLIER.

ALL HEATING AND COOLING DUCTS AND VENT LOCATIONS ARE TO BECONFIRMED BY THE BUILDER PRIOR TO COMMENCEMENT OF BUILDINGTO DETERMINE IF ANY ADDITIONAL RISER DUCTS ARE REQUIRED.

ALL HEATING AND COOLING POINTS LOCATIONS, MAY VARY FROM PLANTO PLAN.

GEOTECHNICAL:THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH A GEOTECHNICALREPORT. IT IS THE BUILDER'S RESPONSIBILITY TO OBTAIN SUCH REPORTSPRIOR TO COMMENCEMENT OF WORKS.

FULL HEIGHT CONTROL JOINTS (FOOTING TO EAVES) AT 5m MAX. CTRS UNLESSNOTED OTHERWISE - REFER TO ARTICULATION JOINT PLAN.

REFER TO SOIL REPORT.

WATERPROOFING:AS370 - WATERPROOFING MEMBRANES, SUBSTRATA ANDSTRUCTURAL DETAILS FOR THE WATERPROOFING OF DOMESTICBUILDING CLASS 1A MUST BE IN ACCORDANCE WITH AS3740.REFER TO DETAILS WITHIN THE PLAN SET.

TERMITE MANAGEMENT:WHERE APPLICABLE AN APPLIED TERMITE MANAGEMENT SYSTEM,BOTH PART A 7 PART B MUST BE IN ACCORDANCE WITH AUSTRALIANSTANDARD 3660.1-2014TERMITE MANAGEMENT - NEW BUILDINGWORK AS PER THE BCA CLAUSE 31.3

BRACING SCHEDULEREFER TO ENGINEERING DRAWINGS

ENERGY REPORT

FLOOR: CONCRETE SLAB 50mm XPS = R2.7

INSULATION TO BE INSTALLED TO THE FOLLOWING AREAS :

6 STAR NOTE:

PVC WINDOWS & SLIDING DOORS DOUBLE GLAZEDU-value = 2.09 / SHGC = 0.42.

65/50/150 THERMACELL HAVE R1.7, THERMAL MASSCOMPENSATES FOR LOW R RATING (STORES HEAT/COOLNESS).

NOTE ROOF HAS ANTICON ROOF BLANKETR1.4 + R4 CEILING BATTS


REF No. # SXR962 - 18/09/2019

WINDOWS:ALL GLAZINGSHALL CONFORM TO AS 1288-2006. WINDOW SIZES SHOWN ARE NOMINAL DEPENDINGON THE WINDOW MANUFACTURERS CLOSEST STANDARD SPECIFICATIONS.

1. ALL GLAZING IS TO BE IN ACCORDANCE WITH AS1228-2006.2. READ IN CONJUNCTION WITH THE WINDOW SCHEDULE AND ELEVATIONS.3. ALL EXTERNAL DOORS ARE TO FITTED WITH WEATHER STRIPS.4. REFER TO WINDOW SCHEDULE FOR OPENING STYLES.5. ALL WINDOWS TO BE DOUBLE GLAZED.

NOTE: THESE HEIGHTS MAY VARY SLIGHTLY ACCORDING TO DIFFERENCES IN CONCRETE PANEL SIZES.

EXTERNAL WALLS: THERMACELL POLYSTYRENEEXTRUDED = R1.7

CONSTRUCTION INSULATION TYPE

INTERNAL WALLS: TIMBER STUD NO INSULATION

ROOF: METALCEILING: PLASTERBOARD

FIBREGLASS ORROCKWOOL BATTS= R4.0 + 1.4

B

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DP-AD 45334TAS 400648168QLD 15127260


NOTE:1. Level Datum is AHD per RTK GPS.2. Only that detail apparent on site at the time of survey

has been located by this plan. Other features andservices may exist on, under or over the site.

3. Contour interval is 0.25 metres.

32.60 m

22.0

0 m

10.89 m

42.71 m

5.00 m

7.00

m

KESTRELSTREET

C.T.7649/111

track

Paling Fence

EucalyptDBH1200

EucalyptDBH900EucalyptDBH1200

overhead power

Power Pole

Picket

Picket

Picket

Star

Star

Peg

No Mark

drain

Brick HouseNo.11 Kestrel St

VacantNo.22 Kestrel St

Palin

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Ref Peg57.86

Pty Ltd

DETAIL PLAN24 KESTREL STREETPRIMROSE SANDS

DRAWING No.

DATE

SCALE

DRAWN

19169-02

NMC

CLIENT Terhorst

62 Channel Highway Ph. 62296563Kingston 7050 Mobile: 0427 879 023Email: [email protected]

Web: www.larkandcreese.com.auLand & Engineering SurveyorsLARK & CREESE

05/06/19

1:150

NOTE:TREES TO BE REMOVED BY OWNER

SHOWN HATCHED

62.0

0

62.2

5

62.5

0

62.7

5

63.0

0

61.0

0

60.0

0

59.0

0

58.0

0

58.2

5

58.5

0

58.7

5

59.2

5

59.5

0

59.7

560.2

5

60.5

0

60.7

561.2

5

61.5

0

61.7

5

EXISTING TREES TO BEREMOVED BY OWNER

DEMOLITION PLAN

NOTE : AUTHORITY APPROVALSITING OF PROPOSED RESIDENCE ISSUBJECT TO APPROVAL BY DEVELOPERAND RELEVANT LOCAL AUTHORITY.

NOTE : DRIVEWAY GRADIENTDRIVEWAY TO BE GRADED TO ENSUREMAXIMUM 1:6 GRADIENT FROM CROSSOVERTO GARAGE FLOOR

NOTE : TERMITE PROTECTION(AT GARAGE)PROVIDE TERMITE TREATMENT INACCORDANCE WITH AS 3660.1

NOTE : DRAINAGE REQUIREMENTSTREATMENT OF WASTEWATER PRIOR TO LANDDISPOSAL/ABSORPTION IS PREFERRED.

TO INSTALL A SEPTIC TANK DISCHARGING TOAN ADVANCED ENVIRO SEPTIC (AES) BED.

UPSLOPE CUT-OFF DRAINAGE IS REQUIRED;GIVEN PROXIMITY TO THE UPSLOPE BUILDING.

NOTE : BOUNDARY PEGS1. TO BE LOCATED PRIOR TO COMMENCEMENT OF WORKS.

NOTE : DOWNPIPESREFER TO RAINWATER HARVESTING

NOTE : BOUNDARY WALLSN/A

NOTE: DWELLING IS TO BE CONNECTED TORECYCLED WATER AND PLUMBED INACCORDANCE WITH SORELL COUNCILREQUIREMENTS AND RECOMMENDATIONSINCLUDING A FRONT AND REAR RECYCLEDWATER TAP AND CONNECTION TO ALLTOILETS AS MINIMUM.


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32.60 m

22.0

0 m

10.89 m

42.71 m

5.00 m

7.00

m

KESTRELSTREET

C.T.7649/111

Paling Fence

EucalyptDBH1200

overhead power

Power Pole

Picket

Picket

Picket

Star

Star

Peg

No Mark

drain



Palin

g Fe

nce

Ref Peg57.86

Pty Ltd


DRAWING No.

DATE

SCALE

DRAWN

19169-02

NMC

CLIENT Terhorst



05/06/19

1:150

62.0

0

62.2

5

62.5

0

62.7

5

63.0

0

61.0

0

60.0

0

59.0

0

58.0

0

58.2

5

58.5

0

58.7

5

59.2

5

59.5

0

59.7

560.2

5

60.5

0

60.7

561.2

5

61.5

0

61.7

5

14,030

1,000 970

26513,500

265

17,466

16,44

5

10,018

11,354

14,405

14,631

12,092

11,334

6,000

765

3,70

094

3

1,213

943

889

5,53

065

082

0

265

5,00

026

5

6,01

4

16,000

7,00

0

GARAGEF.F.L. AT R.L. 62.30

SAND PADAT R.L. 62.40

R.L. 60.15

R.L. 60.35

R.L. 62.36

VERANDAHR.L. 60.55

R.L. 60.15

HOUSE OVERALL

EXTENT OF SAND PADEXTENT OF SAND PAD

CONCRETE SLAB

EXTE

NT

OF

SAN

D P

ADEX

TEN

T O

F SA

ND

PAD

HO

US

E O

VE

RA

LL

CO

NC

RE

TE S

LAB

SAND PAD OUTLINE

CONCRETE SLAB OUTLINE

HOUSE OUTLINE

BUILDING PLATFORM = R.L. 60.61 mSAND PAD = R.L. 60.15 m

EXTENT OF CUT

EXCAVATION VOLUME : 1.92 m³FILL VOLUME : 7.21 m³NET : 5.30 m³ BORROW

DECK OUTLINE

SAND PAD

SAN

D P

AD

EXCAVATION VOLUME : 1.92 m³FILL VOLUME : 7.21 m³NET : 5.30 m³ BORROW












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32.60 m

22.0

0 m

10.89 m

42.71 m

5.00 m

7.00

m

KESTRELSTREET

C.T.7649/111

Paling Fence

EucalyptDBH1200

overhead power

Power Pole

Picket

Picket

Picket

Star

Star

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No Mark

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Palin

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Ref Peg57.86

Pty Ltd


DRAWING No.

DATE

SCALE

DRAWN

19169-02

NMC

CLIENT Terhorst



05/06/19

1:150

PROPOSED RESIDENCEF.F.L. 0.00 (R.L. 60.61)SAND PAD R.L. 60.15

GARAGECONCRETE SLAB

(R.L. 62.40)

BAL-40

BAL-29

3.0 m WIDE DRIVEWAYCOMPACTED FCR WITH

GRAVEL OVERLAY

SETBACK

SETBACK

SETBACK

SETB

ACK

SETBACK

SETBACK

SETOUTPOINT

SETOUTPOINT

SETOUT

SETOUT

SETOUT

SETOUT

SETO

UT

SETO

UT SETOUT POINT

LOT AREA : 763.14 m²

EXTENT OF SAND PAD

EXTE

NT

OF

SAN

D P

AD

BAL-29

BAL-40

CROSSOVER TO COUNCILREQUIREMENTSCROSSOVER WITH HARDSTANDTO COMPLY WITH PART 4.3,THE DETERMINATION

BLOCKPAVED STEPS350W x 180H

1000 HIGH STAINLESS STEELWIRE BALUSTRADE

62.0

0

62.2

5

62.5

0

62.7

5

63.0

0

61.0

0

60.0

0

59.0

0

58.0

0

58.2

5

58.5

0

58.7

5

59.2

5

59.5

0

59.7

560.2

5

60.5

0

60.7

561.2

5

61.5

0

61.7

5

AES BED 5.60m x1.80m

GALVANISED STEELFRAMED CONSTRUCTIONTO VERANDAH

3250L SEPTIC TANK

ELECTRICALPRELAY

NOTE:BATTER SLOPES WILL BE INITIALLYSTABILISED USING GEOTEXTILEPLANTED WITH NATIVE GRASSES.

NOTE:BUSHFIRE ATTACK LEVEL TO BE BAL-29REFER TO CONSULTANT DRAWINGS BUSHFIRE HAZARD MANAGEMENT PLAN.BUILDING WORKS TO COMPLY WITH BAL-29,AS 3959-2019.

SETOUTPOINT

NOTE:WASTE WATER TREATMENT

SYSTEM IN PIPE LAYS(DOWNPIPE LINE TO BE "CHARGED LINEFULLY SEALED THROUGH GRAVITY PRESSURE)

22,470 LITRE TANK3.40m DIAMETER x 2.475 HIGH

DUALPURPOSE

TANK

OVERHEAD PRIVATEPOWER POLE CONNECTEDTO UNDERGROUNDSERVICE POWER RUN

DP

DP DP

3,789

9,588

7,033

5,48

8

4,811

11,230

14,922

15,025

1,533

15,093

14,356

3,150

12,7

67

5,89

4

3,33

8

8,26

7 SE

TOU

T

12,674 SETOUT

14,127 SETOUT

5,11

6 SE

TOU

T

10,1

97 S

ETO

UT

9,536 SETOUT

7,497 SETOUT

11,3

11 S

ETO

UT

5,47

5 SE

TOUT

1,52

5

938

888

15,081

3,00

0

1,500

2,000

10,300 (NOM.)

6,01

4

60 CELL PHOTOVOLTAIC PANELSMOUNTED ON REVERSE-TILT

ALUMINIUM FRAME

VERANDAHF.F.L. -0.060 (R.L. 60.55)

SETB

ACK

SETOUT POINT

EXTE

NT

OF

SAN

D P

AD

R.L.60.35

R.L. 62.36

EXISTING

RAMP UP PATH

RAINWATER TANK PUMPELECTRICAL BOX

ELEC. M/BOX

TAP

TAP

TAP

EXT. AIRCON

RESERVED AREAFOR AES

ELECTRIC HWS& HEAT PUMP

SOLARINVERTER

BOX

R.L. 60.15

R.L. 60.15

±0 ±0

±0±0

1 : 200

TOTAL HOUSE AREATOTAL HOUSE AREA 99.19 m²SITE AREA 763.14 m²SITE COVERAGE 13.00 %

FOOT PATH 93.05 m²

PERMEABLE COVERAGE 55.08 %IMPERMEABLECOVERAGE (HARD SURFACEAT FRONT)

12.14 %

OPEN SPACE 87.00 %

PAVING CALCULATION

DRIVEWAY 92.63 m²CROSSOVER 22.35 m²












61404

New Stamp

REV

ISIO

NS

NORTH: JOB NUMBER:

JOB ISSUE:

SHEET NUMBER:SCALE:

DRAWN:

CHECKED:

DATE:



S I G

N 0

F F


P R

O

J

E

C

T

CLIENT:

PROPERTY ADDRESS:

HOUSE TYPE:

SHEET CONTENT:

SIGNED...................................................... DATE.................

.................................................................................................


I / WE.......................................................................................

SIGNED...................................................... DATE.................







*

*

*

*

*

1 : 100

B2.4RETAINING WALL PLAN 19-0076ETMS

2019


CUSTOM

PRIMROSE SANDS


DP-AD 45334TAS 400648168QLD 15127260





32.60 m

22.0

0 m

10.89 m

42.71 m

5.00 m

7.00

m

KESTRELSTREET

C.T.7649/111

Paling Fence

EucalyptDBH1200

overhead power

Power Pole

Picket

Picket

Picket

Star

Star

Peg

No Mark

drain



Palin

g Fe

nce

Ref Peg57.86

Pty Ltd


DRAWING No.

DATE

SCALE

DRAWN

19169-02

NMC

CLIENT Terhorst



05/06/19

1:150

PROPOSED RESIDENCEF.F.L. 0.00 (R.L. 60.61)SAND PAD R.L. 60.15

GARAGECONCRETE SLAB

(R.L. 62.40)

BAL-40

BAL-29

3.0 m WIDE DRIVEWAYCOMPACTED FCR WITH

GRAVEL OVERLAY

EXTENT OF SAND PAD

EXTE

NT

OF

SAN

D P

AD

BAL-29

BAL-40

CROSSOVER TO COUNCILREQUIREMENTSCROSSOVER WITH HARDSTANDTO COMPLY WITH PART 4.3,THE DETERMINATION

BLOCKPAVED STEPS350W x 180H

1000 HIGH STAINLESS STEELWIRE BALUSTRADE

62.0

0

62.2

5

62.5

0

62.7

5

63.0

0

61.0

0

60.0

0

59.0

0

58.0

0

58.2

5

58.5

0

58.7

5

59.2

5

59.5

0

59.7

560.2

5

60.5

0

60.7

561.2

5

61.5

0

61.7

5

GALVANISED STEELFRAMED CONSTRUCTIONTO VERANDAH

ELECTRICALPRELAY

NOTE:BATTER SLOPES WILL BE INITIALLYSTABILISED USING GEOTEXTILEPLANTED WITH NATIVE GRASSES.

NOTE:BUSHFIRE ATTACK LEVEL TO BE BAL-29REFER TO CONSULTANT DRAWINGS BUSHFIRE HAZARD MANAGEMENT PLAN.BUILDING WORKS TO COMPLY WITH BAL-29,AS 3959-2019.

22,470 LITRE TANK3.40m DIAMETER x 2.475 HIGH

DUALPURPOSE

TANK


DP

DP DP

502

3,928

3,70

093

6


ALUMINIUM FRAME

VERANDAHF.F.L. -0.060 (R.L. 60.55)

SETOUT POINT

EXTE

NT

OF

SAN

D P

AD

R.L.60.35

R.L. 62.36

EXISTING

RAMP UP PATH

RETAINING WALLT.O.W = R.L. 63.00



RAINWATER TANK PUMPELECTRICAL BOX

ELEC. M/BOX

TAP

TAP

TAP

EXT. AIRCON

RESERVED AREAFOR AES


SOLARINVERTER

BOX

R.L. 60.15

R.L. 60.15

NOTE : SITE SCRAPESCRAPE SITE TO REMOVE SURFACEVEGETATION AND PROVIDE LEVEL BUILDINGPLATFORM. PROVIDE ADDITIONAL CUT TOGARAGE AREA TO ACCOMODATE 86mmSLAB STEP DOWN.


NOTE : BACK FILLSITE TO BE BACK FILLED TO REBATEHEIGHT AND FALL AWAY FROM DWELLING.


NOTE : TERMITE PROTECTIONPROVIDE TERMITE TREATMENT INACCORDANCE WITH AS 3660.1

NOTE : DRAINAGE REQUIREMENTS1. SITE PLUMBING AND DRAINAGE SHALL COMPLY WITH AS 2870-2011 RESIDENTIAL SLABS AND FOOTINGS, NCC312 DRAINAGE AND AS3500 NATIONAL PLUMBING AND DRAINAGE CODE.2. SURFACE WILL BE GRADED AWAY FROM FOOTING (MINIMUM FALL 1:20)3. TEMPORARY DOWNPIPES CONNECTED TO THE THE STORMWATER SYSTEM TO BE INSTALLED UPON COMPLETION OF THE ROOF COVER.4. BASE OF CUT GRADED TO SILT TRAP(S) PROTECTED BY GRAVEL FILTERS AND/OR SPOON DRAINS AS REQUIRED TO REMOVE SURFACE WATER AWAY FROM FOOTINGS AND TO PREVENT ON SITE PONDING.5. DESIGN OF SITE AND STORMWATER DRAINAGE IS AT THE DISCRETION OF THE DRAINAGE CONTRACTOR.6. SEWER PIPE AND DRAINAGE PIPE DIMENSIONS AND OFFSETS HAVE BEEN COPIED FROM RELEVANT AUTHORITIES OF THESE ASSETS. ALL MEASUREMENTS SHOWN ARE APPROXIMATE.


NOTE : DOWNPIPES1. TO BE LOCATED PRIOR TO COMMENCEMENT OF WORKS.

NOTE : BOUNDARY WALLS1. WALL ON BOUNDARY CALCULATION: MAX. ALLOWABLE TO BE BUILT IS 10m + 25% OF REMAINING LENGTH OF BOUNDARY.

NOTE: DWELLING IS TO BE CONNECTED TORECYCLED WATER AND PLUMBED INACCORDANCE WITH WESTERN WATERRECOMMENTATIONS INCLUDING A FRONT ANDREAR RECYCLED WATER TAP ANDCONNECTION TO ALL TOILETS AS MINIMUM.


61404

New Stamp

REV

ISIO

NS

NORTH: JOB NUMBER:

JOB ISSUE:

SHEET NUMBER:SCALE:

DRAWN:

CHECKED:

DATE:



S I G

N 0

F F


P R

O

J

E

C

T

CLIENT:

PROPERTY ADDRESS:

HOUSE TYPE:

SHEET CONTENT:

SIGNED...................................................... DATE.................

.................................................................................................


I / WE.......................................................................................

SIGNED...................................................... DATE.................







*

*

*

*

*

1 : 100

B3.1FLOOR PLAN 19-0076ETMS

2019


CUSTOM

PRIMROSE SANDS


DP-AD 45334TAS 400648168QLD 15127260


DW

2100x1500 A2100x1500 A

720

820 CSD820 CSD

820

CS

D

2400x4000 SD

2400

x240

0 S

GD

800x

600

A

900x1200 A

REM

OTE

CO

NTR

OL

SEC

TIO

NAL

DO

OR

REFWMDry

BED 1BED 2

ENS

STUDYL'DRY

LIVING

DINING

KIT

CH

EN

VERANDAH

VERANDAH

C L

CL

A7.1

A7.1

DPB7.1

B7.1

C7.1

C7.1

DP DP

FW

14,030 OVERALL

265 157,312

166,142

15 265

2652,510 ENS

902,810 L'DRY

901,790 STUDY

906,120 KITCHEN/DINING/LIVING

2653,000 VERANDAH

6,075 1,200 W 5,435470

850

265

5,00

026

5

465

600

W4,

465

265

1,89

0 E

NS

903,

020

BE

D 2

265

6,01

4

265

800

L'D

RY 90

1,00

0 PA

SS90

1,22

01,

800

RO

BE

265

265

1,89

0 S

TUD

Y90

3,02

0 B

ED

126

5

14,030 OVERALL265 15 7,060 P2 PANEL

156,395 P1 PANEL

15 265

1,015 1,500 W 2,210 1,500 W 2,940 4,000 S/DOOR 865

2653,600 BED 2

903,600 BED 1

906,120 KITCHEN/DINING/LIVING

265

630

2,44

063

0

3,000

3,000

5,53

0 P6

PAN

EL2,

000

7,53

0 O

VER

ALL

400400

850 1,500 850850 1,500 850

3,000 VERANDAH

6,000 GARAGE O/ALL

751,

738

751,

738

75

3,70

0 O

VER

ALL

1,85

01,

850

9,600 VERANDAH

ROBE

RA

KIN

G C

EIL

ING

CONCRETE SLABF.F.L. 0.00 (R.L. 60.61)

OVERHEADCUPB'DS

ELEC HPUBOCHARCOALFILTEREXTRACTOR

RA

KIN

G C

EIL

ING

RA

KIN

G C

EIL

ING

RA

KIN

GC

EIL

ING

2810Wx 2100H OPENING

BORED ERECTION PADTO ENGINEER'S SPECIFICATION

89 x 89mm SHS POST SUPPORTON 450Ø CONCRETE COLUMNTO ENGINEER'S SPECIFICATION

1000 HIGH STAINLESS STEEL WIREBALUSTRADE TO NCC REQUIREMENTS

NOTE :PRECAST CONCRETE SANDWICHPANEL TO EXTERNAL WALL WITH

50mm XPS GRADE INSULATION

NOTE :RAKING CEILING THROUGHOUT

1:10

0 FA

LL

450 WIDE RAKE EAVES (LINED)

450

WID

E EA

VES

(UNCOVERED)F.F.L. -0.060(R.L. 60.55)

P4

P3

P6

P5

P2 P1BORED ERECTION PAD

TO ENGINEER'S SPECIFICATIONSAND PAD R.L. 60.15

1000 HIGH STAINLESS STEEL WIREBALUSTRADE TO NCC REQUIREMENTS

SITE BOUNDARY

SITE BOUNDARY

SITE

BO

UN

DAR

Y

SITE BOUNDARY

900H TOPONLY

GARAGECONCRETE SLAB

(R.L. 62.40)

GARAGE NOTE :* RAKING CEILING WITH EXPOSED RAFTER* PREFABRICATED STEEL WITH COLORBOND SIDINGS ON CONCRETE SLAB.

D01

D02

D03

D03D03

D04

W01 W01

W02

W03

(UNCOVERED)F.F.L. -0.060 (R.L. 60.55)

RA

KIN

GC

EIL

ING


1200 WIDE RAKE EAVES (LINED)

VERANDAH CONSTRUCTION - 125 PFC &75x75 STEEL JOISTS ON 89 x 89 BEARERWITH 18mm HARDIE SHEET PANELON TOP TO COMPLY BAL-29

NOTE :GARAGE DOWNPIPE TO BE SEALED AND CHARGED

100 Ø PVC STORMWATER LINE FEEDING TO RAIN WATER TANK

ELECTRICMETER BOX

WALL MOUNTEDSOLAR INVERTER BOX

TAP

TAP

TAP

NB

N

ROBE

OVERHEADCUPB'DS

D06

ELEC. BOX (A/C & HWU)

EXTERNAL A/CON HARDSTAND

A/C INT. UNIT

DB

- POWER TO GARAGE (FROM SUB DIST. BOARD)

- SOLAR DC TO GARAGE (FROM SOLAR PANELS)

- DATA TO GARAGE(FROM PATCH BOARD)- SOLAR AC TO HOUSE

(TO METER BOX)

D05


ALUMINIUM FRAME

WM TAPS 600H(UNDER B'TOP)

SHR

EXTENT OF CLEARPOLYCARBONATEROOFING SHOWN

SHADED

900 HIGHWORK BENCH

GAR

AGE

OPE

NIN

G

CARPETCARPET

TILESLAMINATE

TIMBER

LAMINATE TIMBER

EXTENT OF R1.7 INSULATION

34.2

44.2

4.1

4.1

2

1

4.35

2,46

52,

400

S/D

OO

R66

52,

000

VE

RA

ND

AH

7,53

0 V

ER

AN

DA

H

265

5,00

0 D

ININ

G/L

IVIN

G/K

ITC

HE

N26

5

5,53

0 P5

PAN

EL

7,53

0 O

VER

ALL

ELECTRIC HOTWATER SYSTEMON HARDSTAND

HOUSE AREA

Ground FloorLocation

HOUSE

VERANDAH

GARAGE

Area

77.59

35.79

22.20

135.58 m2

Perimeter

39.12

34.26

19.40

92.78 m

AREA [m2 ON THE FLAT] 129.29AREA [m2 ON THE RAKE] 130.87

ROOF AREAS

1:20CORNER JOINT DETAIL

NOM. 15mm GAP

REBAR TO ENG. DETAILS

CONSTRUCTION SEALANTON FOAM BACKING RODBOTH SIDES OF PANELRETURN INSULATION FOR

THERMAL CONTINUITY

1:20JOINT DETAIL

NOM. 15mm GAP CONSTRUCTION SEALANTON FOAM BACKING RODBOTH SIDES OF PANEL

NOTELOW EMMISSION PAINTS AND SEALANTS WILL BE USEDON >95% OF ALL INTERNAL AND EXTERNAL SURFACES

NOTE!! PLAN SCALED ON A2 PAPER


B

Terhorst, Andrew (Data61, Sandy Bay)

New Stamp

REV

ISIO

NS

NORTH: JOB NUMBER:

JOB ISSUE:

SHEET NUMBER:SCALE:

DRAWN:

CHECKED:

DATE:



S I G

N 0

F F


P R

O

J

E

C

T

CLIENT:

PROPERTY ADDRESS:

HOUSE TYPE:

SHEET CONTENT:

SIGNED...................................................... DATE.................

.................................................................................................


I / WE.......................................................................................

SIGNED...................................................... DATE.................







*

*

*

*

*

1 : 100

B4.1ELEVATION 1 & 2 19-0076ETMS

2019


CUSTOM

PRIMROSE SANDS


DP-AD 45334TAS 400648168QLD 15127260


D39.1

2,10

0

1,200

450

2,40

0

2,40

0

COLORBOND BARGE & CAPPING

22,470 LITRE DUAL PURPOSE TANK(SIZE: 3400Ø x 22475mm HEIGHT)

RETAINING WALL (REFER SHEET 2.4)


WIRE STAINLESS STEEL BALUSTRADEWITH HARD WOOD TOP BALUSTRADE

RAIL TO NCC REQUIREMENTSFOOT PATH

SELECTED SECTIONAL GARAGEROLLER DOOR WITH2 Nos. REMOTE CONTROLS

RIBBED STEEL CLADDING ONCONTINUOUS GIRTS AT 300mm

CONCRETE SLAB

DRIVEWAY WITH COMPACTEDFCR WITH GRAVEL OVERLAY

60 CELL PHOTOVOLTAIC PANELSMOUNTED ON REVERSE-TILT ALUMINIUM FRAME

89 x 89 SHS POST SUPPORTBEARERS FASTENED TO WALLWITH M16 BOLT SPACED AT 400mmTO ENGINEER'S SPECIFICATION

DOWNPIPE WITH LEAF TRAPAND FLUSH DIVERTER

SPLIT SYSTEM AIRCON EXTERNAL UNITON CONCRETE HARDSTAND

BRACING TO BOTTOM OF POSTTO ENGINEER'S DETAILS

OVERHEAD PRIVATEPOWER POLE CONNECTED

TO UNDERGROUNDSERVICE POWER RUN

PAINTED CONCRETE

D05

57.00 57

.25 57.50

57.50

56.75

56.50

COLORBOND ROOF 7° 00' 00" PITCH

D02

8.50 m BUILDING HEIGHT LIMIT

N.G.L. ON BOUNDARY

OP

EN

ING

VERANDAH NOTE :* GALVANISED STEEL FRAMED CONSTRUCTION

* 125mm PFC BOLTED TO WALL WITH M16 GALVANISED BOLTS4 OFF ON EACH JOINT EVENLY SPACED

* 89 x 89 SHS POSTS SUPPORT* 18mm HARDIE SHEET PANEL TO COMPLY BAL-29

EAVE

EAVE

SHALE GREY(EXTERNAL HOUSE, GARAGE& RAIN WATER TANK)

EXTERNAL FINISHES

DEEP OCEAN(ROOF & DECK POSTS)

FLAT WHITE(INTERIOR STUD WALLS &uPVC WINDOW FRAMES)

BARE CONCRETE(INTERIOR CONCRETE WALL)

CONCRETE SLAB(LIGHT COLOURED AGGREGATE)


GARAGE NOTE :THERE MUST BE A MINIMUM OF 50mm

CLEARANCE BETWEEN WALL CLADDINGAND GARAGE FLOOR LEVEL. IT IS NOTRECOMMENDED TO POUR CONCRETEDIRECTLY AGAINST WALL CLADDING.

R.L.60.150

R.L.60.550

R.L.62.360

R.L.63.000

R.L.62.400 R.L.62.507

2400

0

3119

2440 2400

0

460

3,52

7

7,41

7

3,84

4

400

3,98

7

400

1,00

0

GROUND FLOOR RL 60.61

SAND PAD R.L. 60.15

TOP OF ROOF

GARAGE FLOOR LEVEL RL 62.40

TOP OF ROOF

DIM

EN

SIO

N F

RO

M S

AN

D P

AD

1:100ELEVATION 1 (KESTREL STREET)


EAVES LINED ON RAKE SEALED JOINT TO CONCRETE PANEL


RAIL TO NCC REQUIREMENTS

89 x 89 SHS POST SUPPORTBEARERS FASTENED TO WALL

WITH M16 BOLT SPACED AT 400mmTO ENGINEER'S SPECIFICATION

SEALED JOINT TO CONCRETE PANEL

CUT AREA

FILL AREA

IP66 EXTERNAL GPO

EAVES LINED ON RAKE

60 CELL PHOTOVOLTAIC PANELSMOUNTED ON REVERSE-TILT ALUMINIUM FRAMECOLORBOND ROOF 7° 00' 00" PITCH

D01

EXISTING N.G.L.

W01 W01

59.50

59.25

59.00

58.00

PAINTED CONCRETE

EXISTING N.G.L.

61.50

62.00

60.75

60.00

VERANDAH NOTE :* STEEL FRAMED CONSTRUCTION



R.L.60.150R.L.60.550

R.L.60.150

2400

300

3119

2400

300

2400

0

1350 1350

460

3,52

7

3,57

9

400

1,00

0


SAND PAD R.L. 60.15

TOP OF ROOF

1:100ELEVATION 2


BRICKY'S NOTE * ARTICULATIONS JOINTS TO ALL INTERNAL CORNERS. * COMPROMISE PERPS AND BEDS TO BE INSTALLED AS 3700. * CUT BRICKS IF NECESSARY. * DO NOT UNDER ANY CIRCUMSTANCE COMPROMISE PERPS AND BEDS. * LIFT WINDOWS TIGHT UNDER SIDE OF LINTEL BEFORE LAYING BRICK SILL.


61404

New Stamp

REV

ISIO

NS

NORTH: JOB NUMBER:

JOB ISSUE:

SHEET NUMBER:SCALE:

DRAWN:

CHECKED:

DATE:



S I G

N 0

F F


P R

O

J

E

C

T

CLIENT:

PROPERTY ADDRESS:

HOUSE TYPE:

SHEET CONTENT:

SIGNED...................................................... DATE.................

.................................................................................................


I / WE.......................................................................................

SIGNED...................................................... DATE.................







*

*

*

*

*

1 : 100

B4.2ELEVATION 3 & 4 19-0076ETMS

2019


CUSTOM

PRIMROSE SANDS


DP-AD 45334TAS 400648168QLD 15127260


1,200

450



WIRE STAINLESS STEEL BALUSTRADEWITH HARD WOOD TOP BALUSTRADERAIL TO NCC REQUIREMENTS


METAL GUTTER & FASCIA

CUT AREA SPLIT SYSTEM AIRCON EXTERNAL UNITON CONCRETE HARDSTAND

RETAINING WALLT.O.W = R.L. 63.00(REFER SHEET 2.4)

CUT AREA

STEEL SHEET DOORTO GARAGE



W03


DP

DP

PAINTED CONCRETE

EXISTING N.G.L.

61.00

62.2562

.50

62.00

EAVE

EAVE

(SAND PAD)

VERANDAH NOTE :* STEEL FRAMED CONSTRUCTION



DP




R.L.60.150

R.L.60.550

2100

1300

3119

R.L.62.360

2440

460

3,52

7

3,76

9


SAND PAD R.L. 60.15

TOP OF ROOF

GARAGE FLOOR LEVEL RL 62.40SAND PAD R.L. 62.30

TOP OF GARAGE ROOF

DIM

EN

SIO

N F

RO

M S

AN

D P

AD

1:100ELEVATION 3

450

450

850 89 x 89 SHS POST SUPPORT BEARERS FASTENEDTO WALL WITH M16 BOLT SPACED AT 400mmTO ENGINEER'S SPECIFICATION

DRIVEWAY WITHCOMPACTED FRC + GRAVEL


15mm SEALED JOINTTO CONCRETE PANEL

GARAGE BEYOND

PROPOSEDSAND PAD


15mm SEALED JOINTTO CONCRETE PANEL

NBN CONNECTION- CONDUIT IN XPS

HOT WATERHEAT PUMP

CONDUIT IN XPS

SPLIT CYCLE AIR CONDITIONER- CONDUIT IN XPS

MAINS POWER SUPPLY- CONDUIT IN XPS

EARTH WIRE - CONDUIT IN XPS

POWER TO RAINWATER TANK PUMP- CONDUIT IN XPS

ELECTRICAL BOX

DOWNPIPE LINE TO BE "CHARGED LINEFULLY SEALED THROUGH GRAVITY PRESSURE

SPLIT SYSTEMAIRCON EXTERNAL UNIT

FILL AREA

CUT AREA



RETAINING WALLT.O.W = R.L. 63.00(REFER SHEET 2.4)


W02

DP

59.00

60.00

61.00

63.00

58.00

57.00

EXISTING N.G.L.

PAINTEDCONCRETE

58.50

59.50

EAVE

EAVEELEC.M/BOX

E

POWER TO SUB-DISTRIBUTIONBOARD - CONDUIT IN XPS





D05

LEAF + FIRSTFLUSH DIVERTER

LEAF + FIRSTFLUSH DIVERTER

R.L.60.550R.L.60.150

2100

1200R.L.62.400

460

3,52

7

460

1,14

0


TOP OF ROOF

1:100ELEVATION 4


SAND PAD R.L. 60.15

57.50




61404

New Stamp

REV

ISIO

NS

NORTH: JOB NUMBER:

JOB ISSUE:

SHEET NUMBER:SCALE:

DRAWN:

CHECKED:

DATE:



S I G

N 0

F F


P R

O

J

E

C

T

CLIENT:

PROPERTY ADDRESS:

HOUSE TYPE:

SHEET CONTENT:

SIGNED...................................................... DATE.................

.................................................................................................


I / WE.......................................................................................

SIGNED...................................................... DATE.................







*

*

*

*

*

1 : 100

B4.3ELEVATION 5 19-0076ETMS

2019


CUSTOM

PRIMROSE SANDS


DP-AD 45334TAS 400648168QLD 15127260


DRIVEWAY WITH EXTERNAL CONCRETE

RETAINING WALL (REFER SHEET 2.4)


SEALED JOINT TO CONCRETE PANEL



RAIL TO NCC REQUIREMENTS

89 x 89 SHS POST SUPPORT BEARERS FASTENEDTO WALL WITH M16 BOLT SPACED AT 400mmTO ENGINEER'S SPECIFICATION

DOMESTIC WATER/FIRE FIGHTING TANK

RAINWATER TANK PUMP

BRACING TO BOTTOM OF POSTTO ENGINEER'S DETAILS




EAVES LINED ON RAKE

IP66 EXTERNAL GPO


CLEAR POLYCARBONATE ROOFINGAT 15° 00' 00" PITCH


DRIVEWAY GRADIENT 59.50 59

.75 60.00 60

.25

59.25

59.00

58.00

DP

DP

61.00

62.00D01

W01

PAINTED CONCRETE

D02

W01





62.75



R.L.60.150

R.L.62.300

R.L.60.550

2400

300

1350

HOUSE R.L.60.610

3119

2400 2400

0 0

R.L.62.700R.L.63.000

460

3,52

7

6,19

7


SAND PAD R.L. 60.15

TOP OF GARAGE ROOF


SIT

E B

OU

ND

AR

Y

SIT

E B

OU

ND

AR

Y

TOP OF ROOF

1:100ELEVATION 5

22,470 LITRE SLIMLINERAIN WATER TANK ON FRC BED




61404

New Stamp

REV

ISIO

NS

NORTH: JOB NUMBER:

JOB ISSUE:

SHEET NUMBER:SCALE:

DRAWN:

CHECKED:

DATE:



S I G

N 0

F F


P R

O

J

E

C

T

CLIENT:

PROPERTY ADDRESS:

HOUSE TYPE:

SHEET CONTENT:

SIGNED...................................................... DATE.................

.................................................................................................


I / WE.......................................................................................

SIGNED...................................................... DATE.................







*

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2019


CUSTOM

PRIMROSE SANDS


DP-AD 45334TAS 400648168QLD 15127260


DW

REFWMDry

DP

DP DP

1100

135011001400

1100

600

8001800

1100

FW 1100

500

S

1100

D1S

S

C L

CL CLD12,710

600

EQ.

EQ.

DGPO FOR DW

GPO FOR GARAGE DOOR(CEILING MOUNTED)

LIVING

TAP

VERANDAH

DINING

BED 1BED 2

RO

BE

RO

BE

KIT

CH

EN

STUDYL'DRY

ENSN

BN

LED LIGHTING STRIPMOUNTED TO BOTTOM

OF WALL MOUNTEDCUPBOARDS

ELECTRIC METER BOX(CLIPSAL TASMANIA)

SOLAR INVERTER BOX

VERANDAH

TAP

TAP

WP/WL2000 AFLWP/WL

2000 AFL

- POWER TO GARAGE (FROM SUB DIST. BOARD)- SOLAR DC TO GARAGE (FROM SOLAR PANELS)- DATA TO GARAGE (FROM PATCH BOARD)- SOLAR AC TO HOUSE (TO METER BOX)

NOTE :GARAGE DOWNPIPE TO BE SEALED

AND CHARGED 100Ø PVC STORMWATERLINE FEEDING TO RAINWATER TANK

NOTE :HOUSE DOWNPIPE TO BE SEALED

AND CHARGED 100Ø PVC STORMWATERLINE FEEDING TO RAINWATER TANK

WP DGPO

LIGHT SWITCHCAST INTO 150mmLAYER

LIGHT SWITCHCAST INTO 150mmLAYER

CONDUIT TO GPO/TV POINTCAST INTO 150mm LAYER

WP DGPO FOR A/C

S3S1

MAINS PRIVATEELECTRICAL POLE

DB

S2

S1

S1S1

S1 S1

WP SGPOELECTRICAL PRE-LAY

WP SGPO

S1

S2

S2

DATA POINT FOR SOLAR INVERTER

5.1E1

5.1E2

EXTERNAL AIRCONON HARDSTAND RAIN WATER TANK PUMP

DUAL PURPOSE TANK22,470 LITRE ON FCR BED

ELECTRICAL BOX


ELECTRICAL LEGENDNo.

2

11

10

1

8

3

2

3

11

2

2

3

2

SYMBOL

S

TYPE1200 L SINGLE FLUORESCENT LIGHT

Double GPO @ 300AFL

Double GPO Noted HT AFL

Double WP GPO

External LED Downlight

External LED Spotlight

External LED Wall Light

H.WIRED SMOKE DETECTOR

Internal LED Downlight

LED Lighting Strip

Phone PT

Single GPO Noted HT AFL

Single WP GPO

1 NBN

LIGHTING CALCULATION - LOT 24 KESTREL STREET, PRIMPROSE SANDS

REGULATIONS AREA OF SPACE MAXIMUM WATTAGEALLOWANCE

WATT/UNIT

QTY.UNITS TOTAL COMPLIANCE

ACHIEVED - Y/N

5 W / m²IN A CLASS 1aBUILDING

77.59 m² 387.95 14 11 154 Y

4 W / m²ON VERANDAHOR BALCONY

34.59 m² 138.36 14 8 112 Y

3 W / m²IN A CLASS 10aBUILDING

21.60 m² 64.80 14 4 56 Y

NOTE :ALL SMOKE DETECTORS TO BEHARD WIRED AND INTERCONNECTED


7 SINGLE TOGGLE SWITCHS1

3 DOUBLE TOGGLE SWITCHS2

1 TRIPLE TOGGLE SWITCHS3

61404

New Stamp

REV

ISIO

NS

NORTH: JOB NUMBER:

JOB ISSUE:

SHEET NUMBER:SCALE:

DRAWN:

CHECKED:

DATE:



S I G

N 0

F F


P R

O

J

E

C

T

CLIENT:

PROPERTY ADDRESS:

HOUSE TYPE:

SHEET CONTENT:

SIGNED...................................................... DATE.................

.................................................................................................


I / WE.......................................................................................

SIGNED...................................................... DATE.................







*

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2019


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PRIMROSE SANDS


DP-AD 45334TAS 400648168QLD 15127260


WMDry

C L

C L

C L C L

CL

CL

CL

CL

C L

CL

CL

CL CL

C LC L

CLCL

C LC L

CL CL CL

CL

CL CL CL CL CL

CL CL CL CLCL

CL CL CL CL CL

DP

DP DP

FW

1,21

0

1,69

5

715

670

265

5,00

026

5

5,53

0

2,510 90 2,810

525

1,515

2,370

265 15 7,312 16 6,142 15 265

14,030

1,12

5

6,085

4,070

425

800

2,00

09,600

100

2,37

510

02,

375

100

2,38

010

0

100 2,250 100 2,300 100 2,300 100 2,250 100

7,53

0

180

600

600

600

600

600

600

600

600

600

1,95

0

14,030265 15 7,060 15 6,395 15 265

6,000

3,70

0

752,885

752,890

75

75

3,55

0

75

600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600

880 5,675 1,215 1,360 4,270 630

3,57

9

460

3,11

9

265 15 6,580 15 6,875 15 265

600

1,90

52,

575

450

900

600

4,33

060

0

3,57

9

460

3,11

9

2,90

0 3,57

9

460

3,11

9

2,90

0

865 4,000 2,940 1,500 2,210 1,500 1,015

460

2,40

0

460

300

2,10

0

4,465 600 465

460

1,10

080

0

2,465 2,400 665

460

2,40

0

265 5,000 265 265 5,000 265

2,90

0

265 15 7,312 16 6,157 265

6,075 1,200 5,435 470 850

460

1,20

090

0

265

5,00

026

5

5,53

0

630 4,270 1,360 1,215 5,675 880

14,030

600 4,330 600

5,530

600 1,905 2,575 450

5,530

880 3,057 3,057 1,215 4,941 880

14,030

460

460

1,14

068

0

6,060 1,200 5,450 470 850

415

600

4,51

5

1,015 1,500 2,210 1,500 2,940 4,000 865

2,46

52,

400

665

18mm HARDIE PANEL SHEETING1200mm x 2000 mm ON NORTH

WALL 1200mm x 3000mm ON THEEAST WALL SCREWED TO 75x50x2.5

RHS USING 12G/14G CSK METALSELF DRILL SCREWS GALV. COATED.SHEETS ARE TO BE JOINED ON THE

CENTRE LINE OF THE JOINTAT 1200mm CENTRES

GALVANISED STEEL FRAMEDCONSTRUCTION TO COMPLY BAL-29

PROPOSED RESIDENCEF.F.L. = 0.00 R.L. 60.61



VERANDAHF.F.L. -0.060(R.L. 60.55)

P4P3

P6

P5

P2 P1


SAND PAD R.L. 60.15

89 x 89mm SHS POST ON STEELPLATE BOLTED INTO 450ØCONCRETE COLUMN TOENGINEER'S SPECIFICATION

ELECTRICMETER BOX

SOLAR INVERTER BOX

TAP

TAP

TAP

LEGENDEE - ELECTRICAL ENTRY POINTIE - ISOLATED ELECTRIC POINTWC - TOILET PAN BOWL POINTVB - VANITY BASIN POINTKS - KITCHEN SINK POINTLS - LAUNDRY SINK POINTSP - SHOWER POINTFW - FLOOR WASTE POINT

NOTE :REFER TO ENGINEER'S DRAWINGSGARAGE

CONCRETE SLABF.F.L. AT R.L. 62.40

600 x 600 CENTRES POWDERCOATED ALUMINIUM FRAMEDCONSTRUCTION TO ENG. DETAILS

JOIST TO ENG. DETAILS

P1 P2

75 x 75 SHS POST SUPPORTTO ENGINEER'S SPECIFICATION

ELEVATION 1 - PANEL P1/P21:100

P6

ELEVATION 2 - PANEL P61:100

VOID (SLIDING DOOR)

VOID

(WIN

DOW)

VOID

(WIN

DOW)

VOID (WINDOW)P5

VOID (S

LIDIN

G DOOR)

ELEVATION 4 - PANEL P51:100

P3 P4

ELEVATION 3 - PANEL P3/P41:100

SEALED JOINT

SEALED JOINT

SEALED JOINT

SEALED JOINT

SEALED JOINT

SEALED JOINT

SEALED JOINT

SEALED JOINT

SEALED JOINT

SEALED JOINT SEALED JOINT SEALED JOINT

DUAL PURPOSE TANK22,470 LITRE ON FCR BED

VOID (METERBOX)

MAIN FRAME BEARERS PFC& STEEL JOISTS TO ENGINEER'SSPECIFICATION

NOTE :- DECK TO BE FABRICATED AND FULLY WELDED IN 4 SECTIONS TO ALLOW FOR GALVANIZING- MAIN FRAME BEARERS 125mm PFC, JOISTS 75 x 50 x 2.5mm RHS- 2x 4800mm x 2000mm- 2x 5535mm x 1500mm- DECK SECTIONS ARE TO BE BOLTED TOGETHER USING M16 8.8 GALVANISED BOLTS- 2 OFF M16 BOLTS, 80mm CENTRES ON MIDDLE LINE OF PFC ON EACH BACK PFC SPACED AT 1000mm CENTRES ALONG THE FULL LENGTH OF THE JOINT.

SECTION 1 SECTION 2

SEC

TIO

N 3

SEC

TIO

N 4

SOLARINVERTER BOX

RETAINING WALLT.O.W. = R.L. 63.00



C L

CL CL CL

C L

1,89

0

565

880 3,057 3,057 1,215 4,941 880

ELECTRICAL BOX

RAIN WATER TANK PUMP

VB

WC

FW

SHR

TR

SHR

WC

FWVB

VOID

(WINDOW)

EXTERNAL A/CON HARDSTAND

WINDOW M/BOX

WIN

DO

W

WINDOWWINDOW SLIDING DOOR

SLI

DIN

G D

OO

R

NOTE!! PLAN SCALED ON A2 PAPER


61404

New Stamp

REV

ISIO

NS

NORTH: JOB NUMBER:

JOB ISSUE:

SHEET NUMBER:SCALE:

DRAWN:

CHECKED:

DATE:



S I G

N 0

F F


P R

O

J

E

C

T

CLIENT:

PROPERTY ADDRESS:

HOUSE TYPE:

SHEET CONTENT:

SIGNED...................................................... DATE.................

.................................................................................................


I / WE.......................................................................................

SIGNED...................................................... DATE.................







*

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2019


CUSTOM

PRIMROSE SANDS


DP-AD 45334TAS 400648168QLD 15127260


450450




RAKING PLASTERBOARD CEILINGON METAL FURRING CHANNEL

110mm THK CONCRETE SLABWITH 50mm XPS UNDERFLOORINSULATION

PROPOSEDSAND PAD R.L. 60.15

TIMBER FRAMED WALL

CONCRETE SANDWICH PANELWITH 50mm XPS (R.2.7 BATTS) INSULATION

PROPOSED N.G.L. DRIVEWAY WITHEXTERNAL CONCRETE

EXISTING N.G.L.

FIBREGLASS OR ROCKWOOL+ R 4.0 +1.4 BATTS CEILINGINSULATION

1:100 FALL (MIN.)

GARAGE BEYOND


PROPOSED N.G.L.


BED 2 BED 1KITCHEN

LIVING/DINING

VERANDAH


D01

VERANDAH NOTE :POWDER COATED ALUMINIUM FRAMED CONSTRUCTIONWITH 18mm HARDIE SHEET PANEL TO COMPLY BAL-29

EAVE

D02

W01

W01

RO

BE

RO

BE

EAVE

59.00

60.00

61.00

62.00

58.00

57.00

EXISTING N.G.L.

57.50

58.50

59.50

SAND FILLED

R.L.60.550R.L.60.610 (FFL=0.00)

R.L.60.150

460

3,52

7

275

7511

0

460


SAND PAD R.L. 60.15

TOP OF ROOF

1:100SECTION A-A

450

1,200


110mm THK CONCRETE SLABWITH 50mm XPS UNDERFLOORINSULATION

PROPOSEDSAND PAD R.L. 60.15

BORED ERECTION PAD WITHCORED OR CAST-IN Ø50mm

GROUT FILLED TUBE TOENGINEER'S SPECIFICATION

CONCRETE SANDWICH PANELWITH 50mm XPS (R.2.7 BATTS) INSULATIONFIBREGLASS OR ROCKWOOL

+ R 4.0 +1.4 BATTS CEILINGINSULATION

1:100 FALL (MIN.)

COLORBOND BARGE & CAPPINGLEAF + FIRST

FLUSH DIVERTER

RAKING PLASTERBOARDCEILING ON METALFURRING CHANNEL



D03

EAVE

KITCHEN

EAVE

SAND FILLED




R.L.60.550R.L.60.610 (FFL=0.00)

R.L.60.150

2440

3119

460

3,52

7

275

7511

0

460


SAND PAD R.L. 60.15

TOP OF ROOF

820 CSD

1:100SECTION B-B

CONCRETE FOOTING TOENGINEER'S SPECIFICATION

RAKE ROOF CEILING

RETAINING WALL(REFER SHEET 2.4)

SELECTED SECTIONAL GARAGEDOOR WITH 2 No. REMOTE CONTROLS

RIBBED STEEL CLADDING ONCONTINUOUS GIRTS AT 300mmCONCRETE SLAB

DRIVEWAY WITHEXTERNAL CONCRETE

CLEARPOLYCARBONATE

ROOFING

WORK STATION

D06

COMPACTED FILL


GARAGE




R.L.62.400

2,85

1 N

OM

.

2,10

0


1:100SECTION C-C




B

B

61404

New Stamp

REV

ISIO

NS

NORTH: JOB NUMBER:

JOB ISSUE:

SHEET NUMBER:SCALE:

DRAWN:

CHECKED:

DATE:



S I G

N 0

F F


P R

O

J

E

C

T

CLIENT:

PROPERTY ADDRESS:

HOUSE TYPE:

SHEET CONTENT:

SIGNED...................................................... DATE.................

.................................................................................................


I / WE.......................................................................................

SIGNED...................................................... DATE.................







*

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2019


CUSTOM

PRIMROSE SANDS


DP-AD 45334TAS 400648168QLD 15127260


4 x 450WDRAWERS

DWREC

2 x 450WDRAWERS

2 x 480WDRAWERS

820

CS

D

FR REC.

C L

C L

CL

460

2,44

0

600

300

760

900

600

600

2,10

0

1,80

030

0

460

110mm THK CONCRETE SLAB OVERPLASTIC VAPOUR BARRIER OVER30mm SAND BLINDING OVER 100mmFCR OVER SAND FILL ON TOP OF PAD(REFER DETAIL SHEET 9.1)

K1

UBO

GROUND FLOOR RL: 60.61 m

BANK OF2 DRAWERS

BANK OF4 DRAWERS

ELEC. COOKTOP

CHARCOALFILTER EXTRACTOR

300 DEEP O/HEAD CUPBOARDSWITH GLASS INFILL PANELS

SHELF

SHELF

MIXER

DWRECESS

DGPO

COLD TAP

SHELFNO SHELF

REF. RECESS

820 CSD

LAMINATEEND PANEL

SAND PAD RL: 60.150 m

R.L.60.610 (FFL=0.00)

R.L.60.150 460

900

600

600


K2


BANK OF 2 DRAWERS

ELEC. COOKTOP

CHARCOAL FILTER EXTRACTOR

300 DEEP O/HEAD CUPBOARDSWITH GLASS INFILL PANELSSH

MIXER

BARECONCRETE


R.L.60.610 (FFL=0.00)

R.L.60.150

1: 50KITCHEN PLAN

2

1 KC LC L

1686

816

900

790

1,46

086

0

480

620

450

450

500

610

320

940

1,85

0

3,11

0

300 300

600

300 300

600

FR R

EC

ES

S

KS

RA

KIN

GC

EIL

ING

300 DEEP O/HEAD CUP'BDS


ELEC. HPUBO

CHARCOALFILTER EXTRACTOR


EX

TRA

CTO

RO

'HE

AD

SO

'HE

AD

S

BEN

CH

TOP

O/A

LL

DW

RE

C.

DR

WD

RW

UB

OD

RW

O'HEADS

O'HEADS

B'TOP

LAMINATE END PANEL

450

450

450

450

1,80

0

16 468 16

500 800

16 468

400mm DEEP SHELF

HANGING RAILS

4x 400mm DEEP SHELVES

ROBEBED 1 & 2


BANK OF 3 DRAWERS

1 : 50

3 x 605WDRAWERS

1: 50TYP. ROBE PLAN

500

700

600

1,80

0

400

1x 400 DEEP SHELF AT 1800HW/- BANK OF 3 DRAWERS BELOW

4x 400 DEEP SHELVES AT 1800H

1x 400 DEEP SHELF AT 1800H



61404

New Stamp

REV

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NORTH: JOB NUMBER:

JOB ISSUE:

SHEET NUMBER:SCALE:

DRAWN:

CHECKED:

DATE:



S I G

N 0

F F


P R

O

J

E

C

T

CLIENT:

PROPERTY ADDRESS:

HOUSE TYPE:

SHEET CONTENT:

SIGNED...................................................... DATE.................

.................................................................................................


I / WE.......................................................................................

SIGNED...................................................... DATE.................







*

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*

1 : 100

B8.2ENSUITE & LAUNDRY 19-0076ETMS

2019


CUSTOM

PRIMROSE SANDS


DP-AD 45334TAS 400648168QLD 15127260

18/09/19 6 STAR ENERGY REPORT ETC L

600

1,50

0

900

600

600

460

1,50

060

0

110mm THK CONCRETE SLAB OVERPLASTIC VAPOUR BARRIER OVER

30mm SAND BLINDING OVER 100mmFCR OVER SAND FILL ON TOP OF PAD

(REFER DETAIL SHEET 9.1)

L1


DRYERSPACE

WM TAPS

WMSPACE

SHELF

MIXER

SHELF

300 DEEP O/HEAD CUPBOARDSWITH GLASS INFILL PANELS

NO

MIN

AL

BARE CONCRETE

SAND FILLED

RAKING CEILING WITH COVE CORNICE


R.L.60.610 (FFL=0.00)

R.L.60.150

1 : 50

720

820 CSD

WM

Dry

FW

DB

1

L

1: 50ENSUITE & L'DRY PLAN

3

4

1

2 E

C LC L

CL CL

C L

1: 50

C L

450

980

460

970

920

1,610 900 400 805

800 2,010

600

500

405

200

900

TR

VB

SHR

MIXER

SHR

RA

KIN

GC

EIL

ING

WM TAPS MIXER

WM SPACE TROUGH BROOM

VAN

ITY

VANITY

RA

KIN

GC

EIL

ING

WC

T/RAILAT 1000H

TRH AT 650H

2100 HIGH OPENING

300 DEEPO/HEADCUP'BDS

SHR SCREEN& PIVOT DOOR

870

200

1,03

0

2,10

0

460

TISSUE ROLL HOLDER AT 650H




E1


SHELF

MIRROR

WINDOW

BARE CONCRETE

RAKING CEILING

WC

MIXER

TOWEL RAIL

SAND FILLEDSAND PAD RL: 60.150 m

R.L.60.610 (FFL=0.00)

R.L.60.150

C L

C L

C L

1,00

0

460

870 90

0

2,00

0

2,10

0

2,20

0


MIXER

SH

R S

CR

EE

N

E2


WINDOW

RAKING CEILING

TOWEL RAILAT 900 H

WC

MIXER

HANDHELD

SHOWER

SH

R R

AIN

HE

AD

OU

TLE

T

HA

ND

HE

LD S

HR

MIX

ER

CONC. HOB


R.L.60.610 (FFL=0.00)

R.L.60.150

C L

C L

1,00

0

2,00

0

2,10

0

2,20

0

460




E3


720 DOOR

BARE CONCRETERAKING CEILING

MIXER

SH

R S

CR

EE

N

HANDHELD

SHOWER

SH

R R

AIN

HE

AD

OU

TLE

T

HA

ND

HE

LD S

HR

MIX

ER


R.L.60.610 (FFL=0.00)

R.L.60.150

C L

C L1,

000

2,00

0

2,10

0

460

2,20

0




TRHSH

R S

CR

EE

N

BARE CONCRETE

E4


WINDOW

RAKING CEILING

WC

MIXER

HANDHELD

SHOWER

SH

R R

AIN

HE

AD

OU

TLE

T

HA

ND

HE

LD S

HR

MIX

ER

CONC. HOB


R.L.60.610 (FFL=0.00)

R.L.60.150



61404

New Stamp

REV

ISIO

NS

NORTH: JOB NUMBER:

JOB ISSUE:

SHEET NUMBER:SCALE:

DRAWN:

CHECKED:

DATE:



S I G

N 0

F F


P R

O

J

E

C

T

CLIENT:

PROPERTY ADDRESS:

HOUSE TYPE:

SHEET CONTENT:

SIGNED...................................................... DATE.................

.................................................................................................


I / WE.......................................................................................

SIGNED...................................................... DATE.................







*

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2019


CUSTOM

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DP-AD 45334TAS 400648168QLD 15127260


AS SHOWN

R4.0 + 1.4 BATTS INSULATION

R4.0 + 1.4 BATTS INSULATION

R1.7 BATTS INSULATION


75mm XPSR2.7 BATTS INSULATION



75mm XPSR2.7 BATTS INSULATION


B

61404

New Stamp

REV

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NORTH: JOB NUMBER:

JOB ISSUE:

SHEET NUMBER:SCALE:

DRAWN:

CHECKED:

DATE:



S I G

N 0

F F


P R

O

J

E

C

T

CLIENT:

PROPERTY ADDRESS:

HOUSE TYPE:

SHEET CONTENT:

SIGNED...................................................... DATE.................

.................................................................................................


I / WE.......................................................................................

SIGNED...................................................... DATE.................







*

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B9.2STANDARD DETAILS - 2 19-0076ETMS

2019


CUSTOM

PRIMROSE SANDS


DP-AD 45334TAS 400648168QLD 15127260


AS SHOWN


61404

New Stamp

REV

ISIO

NS

NORTH: JOB NUMBER:

JOB ISSUE:

SHEET NUMBER:SCALE:

DRAWN:

CHECKED:

DATE:



S I G

N 0

F F


P R

O

J

E

C

T

CLIENT:

PROPERTY ADDRESS:

HOUSE TYPE:

SHEET CONTENT:

SIGNED...................................................... DATE.................

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1 : 100

B10.1WINDOW & DOOR SCHEDULE 19-0076ETMS

2019


CUSTOM

PRIMROSE SANDS


DP-AD 45334TAS 400648168QLD 15127260


W01 W02 W03

1,500x2,100 1,200x900 600x800

2 1 1

Door Number

W x H Size

Quantity

D01 D02

4,000x2,400 2,400x2,400

1 1

Window Number

W x H Size

Quantity

1 : 50

D03 D04 D05 D06

880x2,100 830x2,100 830x2,100 2,440x2,100

3 1 1 1

Type Garage Steel Door(with Remote Control)uPVC Framed Sliding Door Timber Framed

Cavity Sliding Door

DOOR SCHEDULE

uPVC FramedAwning WindowType

uPVC Framed Sliding Door Timber FramedSolid Door

WINDOW SCHEDULE

NOTE :

BAL-29 PVC DOUBLE SIDED GLAZED WINDOWS WITH 6mm CLEAR INSULGLASSU-value = 2.09 | SHGC = 0.42 - REFER TO 6 STARS ENERGY REPORT


uPVC FramedAwning Window

uPVC FramedAwning Window

Double Sided Glazing Double Sided Glazing

Double Sided Glazing

Double Sided Glazing Double Sided Glazing

Steel Framed Door

(Bathroom)(Bedroom/Passage) (Garage)B

61404

New Stamp

DETAIL PLAN 24 KESTREL STREET PRIMROSE SANDS€¦ · n dp-ad 45334 tas 400648168 qld 15127260...

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