sheet name sheet unit 1 number - custom land group

CLIENT:

GENERAL NOTES

DO NOT SCALE PLANS, USE WRITTEN DIMENSIONS ONLY.

THE OWNER/BUILDER SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS, LEVELS, SETBACKS

AND SPECIFICATIONS PRIOR TO COMMENCING WORKS OR ORDERING MATERIALS AND SHALL BE

RESPONSIBLE FOR ENSURING THAT ALL BUILDING WORKS CONFORM TO THE BUILDING CODE OF

AUSTRALIA 2006, CURRENT AUSTRALIAN STANDARDS, BUILDING REGULATIONS AND TOWN

PLANNING REQUIREMENTS, REPORT ANY DISCREPANCIES TO BLUEWATER BUILDING DESIGNS.

ALL WORKS SHALL COMPLY WITH BUT NOT LIMITED TO THE BUILDING CODE OF AUSTRALIAN AND

THE AUSTRALIAN STANDARDS.

AS 1288 - 2006 GLASS IN BUILDINGS - SELECTION AND INSTALLATION

AS 1562 - 1992 DESIGN AND INSTALLATION OF SHEET ROOF AND WALL CLADDING

AS 1684 - 2010 NATIONAL TIMBER FRAMING CODE

AS 2049 - 2002 ROOF TILES

AS 2050 - 2002 INSTALLATION OF ROOF TILES

AS 2870 - 1996 RESIDENTIAL SLAB AND FOOTINGS - CONSTRUCTION

AS/NZS 2904 - 1995 DAMP-PROOF COURSES AND FLASHINGS

AS 3600 - 2000 CONCRETE STRUCTURES

AS 3660 - 2000 BARRIERS FOR SUBTERRANEAN TERMITES

AS 3700 - 2001 MASONRY IN BUILDINGS

AS 3740 - 2004 WATERPROOFING OF WET AREAS IN RESIDENTIAL BUILDINGS

AS 3786 - 1993 SMOKE ALARMS

AS 4055 - 2006 WIND LOADINGS FOR HOUSING

AS 4100 - 1998 STEEL STRUCTURES

THESE PLANS SHALL BE READ IN CONJUNCTION WITH ANY STRUCTURAL AND CIVIL ENGINEERING

COMPUTIONS AND DRAWINGS.

SOIL CLASSIFICATION - REFER TO STRUCTURAL ENGINEERS SOIL TEST.

ALL BUILDINGS SHALL BE PROTECTED AGAINST TERMITE ATTACK IN ACCORDANCE WITH AS

3660.1 AND A DURABLE NOTICE SHALL BE PLACED IN THE METER BOX INDICATING TYPE OF

BARRIER AND REQUIRED PERIODICAL INSPECTIONS.

SAFETY GLAZING TO BE USED IN THE FOLLOWINGS CASES -

i) ALL ROOMS - WITHIN 500mm VERTICAL OF THE FLOOR

ii) BATHROOMS - WITHIN 1500mm VERTICAL OF THE BATH BASE

iii) FULLY GLAZED DOORS

iv) SHOWER SCREENS

v) WITHIN 300mm OF A DOOR AND <1200mm ABOVE FLOOR LEVEL

vi) WINDOW SIZES ARE NOMINAL ONLY, ACTUAL SIZES WILL VARY

WITH MANUFACTURER, FLASHING ALL ROUND.

ALL GUTTERS TO BE QUAD GUTTERING WITH MIN. 100x75 RECTANGULAR OR 100 dia. DOWNPIPES,

EACH DOWNPIPE SHALL SERVICE A MAXIMUM ROOF AREA OF 36sq.m OR SHALL BE POSITIONED

AS PER AS 3500.3, 2003, SECTION 3. STORMWATER TO BE TAKEN TO THE LEGAL POINT OF

DISCHARGE AS DETERMINED BY THE RELEVANT AUTHORITY.

TILED DECKS OVER LIVABLE AREAS ARE TO BE IN THE FOLLOWING ORDER OVER THE FLOOR

JOISTS : 19mm COMPRESSED FIBRE CEMENT SHEET, WITH ONE LAYER OF PARCHEM EMERPROOF

750 WITH A SECOND LAYER OF SAND SEED WITH A DFT OF 1300 MICRON, INSTALLED TO MANUF.

SPECIFICATIONS, AND FLOOR TILES OVER, ALL CORNERS TO HAVE 20mm MASTIC SEALANT

UNDER THE PARCHEM EMERPROOF 750.

FOOTINGS NOT TO ENCROACH TITLE BOUNDARIES OR EASEMENTS. IT IS RECOMMENDED THAT

WHERE BUILDINGS ARE TO BE LOCATED IN CLOSE PROXIMITY OF BUNDARIES, A CHECK SURVEY

BE CONDUCTED BY A LICENSED SURVEYOR.

ALL STEELWORK IN MASONRY TO BE HOT DIP GALVANISED.

ALL WET AREAS TO COMPLY WITH BCA 3.8.1.2 AND AS 3740. SPLASH BACKS SHALL BE

IMPERVIOUS FOR 150mm ABOVE SINKS, TROUGHS AND HAND BASINS WITHIN 75mm OF THE

WALL.

PROVIDE WALL TIES AT 600mm SPACINGS BOTH VERTICAL AND HORIZONTAL AND WITHIN 300mm

OF ARTICULATION JOINTS. BRICK TIES TO BE STAINLESS STEEL.

SUB-FLOOR VENTILATION MINIMUM 7500mm sq FOR EXTERNAL WALLS AND 1500mm sq FOR

INTERNAL WALLS BELOW BEARER. THERMAL INSULATION; R2.5 BATTS TO CEILING AND R1.5

BATTS AND REFLECTIVE FOIL TO EXTERNAL WALLS OR AS PER ENERGY RATING.

STAIR REQUIREMENTS: MIN. TREAD 240mm, MIN. RISER 115mm, MAX. RISER 190mm, SPACE

BETWEEN OPEN TREADS MAX. 125mm. TREADS TO BE NON SLIP SURFACE. BALUSTRADES : MIN.

1000mm ABOVE LANDINGS WITH MAX. OPENING OF 125mm AND IN ACCORDANCE WITH BCA 3.9.2.

FOR STAINLESS STEEL BALUSTRADE, REFER TO Table 3.9.2.1 (WIRE BALUSTRADE

CONSTRUCTION - REQUIRED WIRE TENSION AMD MAXIMUM PERMISSIBLE DEFLECTION) OF THE

BCA.

THE BUILDER SHALL TAKE ALL STEPS NECESSARY TO ENSURE THE STABILITY OF EXISTING AND

NEW STRUCTURES THROUGH-OUT CONSTRUCTION.

SITE DETAILS:

JOB No: ISSUE:

BLUEWATER BUILDING DESIGNSBLUEWATER BUILDING DESIGNSBLUEWATER BUILDING DESIGNSBLUEWATER BUILDING DESIGNS

AREA

PROPERTY DETAILS

S.P. NUMBER

PARISH

COUNTY

LOT

PHONE: 0410 648 059ABN: 25 367 288 616

QBSA LIC. 1212800

EMAIL: [email protected]

Bluewater Template | Version 20.1.2

LOT 7 SIREC WAY BURLEIGH HEADS

A

Sheet List

Sheet NameSheetNumber

Cover Sheet 000

Perspectives 001

Site Plan 100

Floor Plan - UNIT 1 200

Elevations - UNIT 1 201

Internal Elevations 401

Floor Plan - UNIT 2 1000

Elevations - UNIT 2 1001

UNIT 1 UNIT 2

UNIT 1

Natter Pty Ltd t/as Stroud Homes Gold CoastQBCC Licence: 108 1372 Phone: 07 5607 48501638 Gold Coast Highway, Burleigh Heads

PHONE: 0410 648 059ABN: 25 367 288 616


CLIENT:

SITE

DETAILS:

PROJECT:

JOB No:

ISSUE:DWG No:

SCALE:

DATE:

DRAWN:

A

ISS DATE DESCRIPTION

COPYRIGHT ©BLUEWATER BUILDING DESIGNSBLUEWATER BUILDING DESIGNSBLUEWATER BUILDING DESIGNSBLUEWATER BUILDING DESIGNS

Use figured dimensions at all times. Refer enquiries to STROUD HOMES.All dimensions to be verified on site prior to construction. All work to comply with Local

Authority regulations & BCA.All drawings copyright to STROUD HOMES.

JDM

QBSA LIC. 1212800

A3A3A3A3


UNIT 1

Perspectives

4.2.20

001 A

PRELIMINARY4.2.20

UNIT 1

UNIT 2

UNIT 1UNIT 2

Tap

Tap

Tap

Tap

1393|

28.87

53.904

11.935

(28.8

7)

(65.48)

11.455

10.4210.38511.53

10.510

6.38

37

.06

35.83

40.76

40.9840.97

40.50

38.70

36.1

5

35.65

34.36

34.17

34.05

35.80

36.20

36

.10

36

.32

34

.85

33

.46

33.98

36.14

36

.53

36.5

1

36.43

35.21

33.74

34.44

34.46

34

.48

34

.60

CONTOUR SURVEY OVER

LOT 7 ON SP316660

BRADES P

ROPERTY N

O 1 P

TY LT

D

44.00

35.00

36.00

36.00

40.00

41.00

41.00

42.00

42.00

42.00

43.00

43.00

43.00

44.00

44.00

45.00

45.00

46.00

47.00

LOCAL G

OVERNM

ENT: G

.C.C

.C.

LOCALIT

Y: B

URLE

IGH H

EADS

7SP316660

EMT G

36

.67

35

.95

36

.50

36.4

1

36

.72

36

.70

36

.59

37.15

36

.84

36

.89

36

.98

41.80

40.94

38.22

39.8740.67

45

.56

47

.07

39.9741.21

42.56

43.6845.09

36

.58

36

.57

36

.62

33

.90

34

.57

36

.90

36

.57

36

.45

36.5

1

40.81

65°48'15"

317°15'

336°45'

65°4

8'1

5"

175°52'25"

152°55'45"

141°57'55"135°34'

143°57'50"

137°5'45"125°44'40"

SURVEYOR

SP316660

6

8

Rock Wall

Rock Wall

Rock Wall

Rock Wall

Concrete Spoon Drain

Concrete Spoon Drain

Top of Bank

Top of Bank

Top of Bank

Top of Bank

Timber Fence

Rock Wall

SP316660

Rock Wall

4883

3083

UNIT 1UNIT 2

3073

3948

3708

3914

1217

61296

6 236131050

8

6773

8035


PHONE: 0410 648 059ABN: 25 367 288 616


CLIENT:

SITE

DETAILS:

PROJECT:

JOB No:

ISSUE:DWG No:

SCALE:

DATE:

DRAWN:

A





JDM

QBSA LIC. 1212800

A3A3A3A3

1 : 200


UNIT 1

Site Plan

4.2.20

100 A

PRELIMINARY4.2.20

EAST

WEST

SUMMERBREEZES

PMN

E-

SE

WINTERSUNAM

SUMMERSUN

AM

SU

MM

ER

BR

EE

ZES

AM

S-

SE

SUMMER STORMS

WINTER WINDS W- SWSUMMER

SUN

PM W

INT

ER

SU

NP

M

SOUTH

TRUE NORTH

M.G

.A.

LOT AREA =

HOUSE FOOTPRINT =

SITE COVERAGE = 32%

448m²

1393m²

GL = 00.00

CUT = <000mm

FILL = <000mm

FL = REFER TO ENGINEERS

1. EARTHWORKSa) Cut and fill indicated on plan may vary at construction stage and builder is to verify and adjust as required.b) Any variation at construction stageis to comply with Council policy on earthworks/drainage for residential sites.c) Site works indicated on this plan are for construction purposes only.2. RETAINING WALLSa) All retaining walls are to comply with Council policy on retaining walls and embankments on residential building sites.b) Position of retaining wall may vary and must be verified by builder prior to commencement.c) Any variation at construction stage to comply with Council policy.3. CONTOURS AND LEVELSa) Contours and levels shown on plan are taken from levels supplied by contour surveyor and no responsibility is taken for accuracy or cut and fill levels.

NOTE:STORMWATER DRAINAGE CALCULATED FOR BUILDING ROOF AREAS AND/OR PAVED AREAS SHOWN ON THIS PROPOSED DEVELOPMENT ONLY AND MAY NOT BE ADEQUATE FOR ANY SUBSEQUENT ROOF OR PAVED AREAS.

MIN 100x75 DOWNPIPES ( EACH TO DRAIN MAX 40.00m sq. ROOF AREA) DISCHARING INTO 100mm sq. S/W DRAINAGE PIPEWORK (EACH RUN CARRYING MAX CAPACITY OF 8 litres/sec) MIN GRADE TO RUBBLE PITS ON SITE TO BE 1%

NOTE:

ALL FENCING, RETAINING WALLS,

LANDSCAPING & COVENANT

APPROVAL BY OWNER.

REFER TO BUILDERS SPECIFICATION

FOR DETAILS

BAL 12.5 BUSH FIRE REQUIREMENTS

• VENTS AND WEEPHOLES TO BE SCREENED WITH MESH AT A 2mm APERTURE

• FLYSCREENS TO BE METAL WITH A 2mm APERTURE

• WINDOW GLAZING LESS THAN 400mm FROM GROUND TO HAVE 4mm SAFETY GLASS

• EXTERNAL TIMBER DOORS TO BE SOLID CORE OF 35mm min. THICKNESS. GLAZING IN DOORS TO BE 4mm SAFETY GLASS. WEATHER STRIPS TO BE FITTED TO THE BOTTOM OF DOOR

• PANEL LIFT GARAGE DOORS TO BE FITTED WITH WEATHER STRIPS

• ALL ROOF TYPES TO BE SEALED TO PREVENT OPENING S OF 3mm. ALL ROOF OPENINGS TO HAVE EMBER GUARDS

• TILED AND COLORBOND ROOFS TO BE FULLY SARKED

• EAVE VENTS TO HAVE EMBER GUARDS WITH A 2mm APERTURE

NOTE:

NATURAL GAS SUPPLY TO BE CONNECTED

TO THE HOUSE IF AVAILABLE

TO BE CONFIRMED

1 : 200

Site Plan

17

16

15

14

13

12

11

10

9

8

7

6

5

4

3

2

1

Tap

Tap

17

16

15

14

13

12

11

10

9

8

7

6

5

4

3

S

S

S

S

S

S

FD

FD

1020

LIVING

DINING

KITCHEN

ENTRY

PORCH

GARAGE

L'DRY

WCP'TRY

ALFRESCO

F

720

820

82

0

82

0

720

SHELVES

21

06

DH

-FB

21

06

DH

-FB

2448 AUTO PANEL LIFT

820

70 6850 70 5800 70

70 4910 70 1450 70 1390 70 1130 70 1620 70

70 4910 70 1440 70 2600 70 1620 70

1940 10920

70 4730 70

280

70 1700 70 5800 70

5220 1700 5940

12860

7053070

60070

1550

4000

701900

70703910

704140

70

3980

4280

70990

701090

70530

704700

701130

70 705900

7053070

1090

70990

70

705900

702750

70

8860

12860

SERVICES

LINENLINEN

1200

0906 SF0624 F

24

30

ST

AC

KE

R

2106 DH-FB 2106 DH-FB

600

1300

OH

C

SERVICES

21

15

SD

140sq. HWD

TIMBER

POSTS

2118 SD

4.0

5 m3.00 m

5.9

0 m

5.80 m

820

90mmSTEP

90mmSTEP

4050

1060

3000

WM

D

ryr.

DP

DP

DPDPDP

DP

DP DP

METER BOX

100.96m2

Ground Floor

12.09m2

Alfresco

5.09m2

Porch

MASTER BEDROOM

WIR

ENS

BED 2

BED 3

STUDY

BED 4

BATH

WC

ROBE

2400

ROBE

82

0

82

0

72

0

820

720

720

ROBE

0450 x 2100 AW

BATH1520

S.S

ET

RETREAT

LINEN

1600

1800

0609 SF1806 DH

21

00

1218 SF 0906 SF

0912 SF

1218 SF

1818 F

1818 F 1806 DH

720

70 1870 70 1730 70 1940 70 1100 70 2730 70 925 70 2005 70

1940 70 3740 70 1100 70 970 70 1690 70 3000 70

70 3740 70 2140 70 1690 70 3000 70

1940 6020 1830 3070

12860

70 3670 70 1940 70 1100 70 2030 70 1060 70 2570 70

70 3670 70 1340 70 3200 70530

70 3700 70

5150 3940 3770

1286070

3400

703680

1000

70900

70

702400

70950

701380

703180

70

704160

703890

70

1000

4300

3960

600

9260

600

703400

703680

1000

70900

70600 70

2880

70530

702700

701020

702310

70

703725

7053070

53070

3725

70

600

8860

400

9860

3.7

2 m

3.70 m3.4

0 m

3.20 m

4.1

6 m

3.67 m

3.1

8 m3.74 m

3.7

3 m

3.00 m

DPDP

DP

DPDP

DP

105.84m2

First Floor


PHONE: 0410 648 059ABN: 25 367 288 616


CLIENT:

SITE

DETAILS:

PROJECT:

JOB No:

ISSUE:DWG No:

SCALE:

DATE:

DRAWN:

A





JDM

QBSA LIC. 1212800

A3A3A3A3

As indicated


UNIT 1

Floor Plan - UNIT 1

4.2.20

200 A

PRELIMINARY4.2.20

Elevation 3

Elevation 4

Elevation 1

Elevation 2

1 : 100

Floor Plan - Ground Floor

Area ScheduleName Area Perimeter

Alfresco 12.09 m² 14.14 m

First Floor 105.84 m² 45.44 m

Ground Floor 100.96 m² 44.68 m

Porch 5.09 m² 9.78 m

Grand total: 4 223.99 m²

1 : 500

Area Plan

1 : 100

Floor Plan - First Floor

1 : 500

First FloorUNIT 1

UNIT 1

Ground Floor

Plate HeightHead Height

Pad Level

First Floor

Head Height - FirstPlate Height - First

25.00°

60060025.00°

21002440

320

2740

2400

SELECTED

COLORBOND

ROOF

SELECTED

NEWPORT

CLADDING

470sq.

FRAMED

PIER w/

STONE

CLADDING

SELECTED

NEWPORT

CLADDING

140sq. HWD

TIMBER

POSTS

SELECTED AXON

CLADDING

Ground Floor

Plate HeightHead Height

Pad Level

First Floor

Head Height - FirstPlate Height - First

10.00°

25.00°


PHONE: 0410 648 059ABN: 25 367 288 616


CLIENT:

SITE

DETAILS:

PROJECT:

JOB No:

ISSUE:DWG No:

SCALE:

DATE:

DRAWN:

A





JDM

QBSA LIC. 1212800

A3A3A3A3

1 : 100


UNIT 1

Elevations - UNIT 1

4.2.20

201 A

PRELIMINARY4.2.20

1 : 100

Elevation 1

1 : 100

Elevation 2

1 : 100

Elevation 3

1 : 100

Elevation 4

UNIT 1

Tap

Tap

S

S

S

S

S

S

FD

FD

2-WAY

2-WAY

2-WAY

2-WAY


PHONE: 0410 648 059ABN: 25 367 288 616


CLIENT:

SITE

DETAILS:

PROJECT:

JOB No:

ISSUE:DWG No:

SCALE:

DATE:

DRAWN:

A





JDM

QBSA LIC. 1212800

A3A3A3A3

1 : 100


UNIT 1

Electrical Plan

4.2.20

300 A

PRELIMINARY4.2.20

Electrical FixturesDescription Count

2 - Way Light Switch 1

2 Bulb & Sensor Spot Light 1

Ceiling Fan 5

Data Point 1

Double Fluroesent 1

Double Power Outlet 14

Double Power Outlet w/ USB 1

Downlight w/ energy efficient bulb 29

Exhaust Fan 2

External Bunker Wall Light 2

Meter Box 1

Seperate Sensor 1

Single Power Outlet 4

Smoke Alarm 6

Telephone Outlet 1

TV Outlet 1

Two Globe Heat Lamp & Exhaust Fan 2

Weatherproof Double Power Outlet 1

S

ELECTRICAL LEGEND

DOWNLIGHT w/ ENERGY EFFICIENT BULBS

DOUBLE FLUORESCENT

OYSTER LIGHT

POWER OUTLETS

TELEVISION OUTLET

EXHAUST FAN

WEATHERPROOF POWER OUTLETS

TELEPHONE OUTLET

SMOKE ALARM

CEILING FAN

EXTERNAL BUNKER WALL LIGHT

TWO GLOBE HEAT LAMP & EXHAUST FAN

GAS METER

SEPERATE SENSOR

EXTERNAL 2 BULB & SENSOR SPOT LIGHT

REVERSE CYCLE AIR CONDITIONER

LIGHT SWITCHES TO BE 1150 ABOVE FFL.WALL LIGHTS TO BE 1800 ABOVE FFL.

POWER POINTS TO BE 300 ABOVE FFL.UNLESS STATED OTHERWISE.

FEATURE LIGHT

DATA POINT

NBN HOME DISTRIBUTOR

METER BOX

PENDANT LIGHT

DOUBLE POWER OUTLET w/ USB

DOWNLIGHT w/ BUILT-IN SENSOR

F CIRCULAR FLURO

1 : 100

Electrical - Ground1 : 100

Electrical - First

UNIT 1

KITCHEN

P'TRY

OHC

F/S GC

OHC SHELVES

70 3600 20 1290 70 1440 70

70 900 1940 900

70 1100 70 1440 70

70

990

70

1090

70

530

70

LINEN

800

1000

600

70

F

DW

WM

D

ryr.

OH

C

70

2750

70

70 1620 70

70

2750

70

70 1020 600 70

L'DRY

PWD

70

990

70

70 2230 70

495

495


PHONE: 0410 648 059ABN: 25 367 288 616


CLIENT:

SITE

DETAILS:

PROJECT:

JOB No:

ISSUE:DWG No:

SCALE:

DATE:

DRAWN:

A





JDM

QBSA LIC. 1212800

A3A3A3A3

1 : 50


UNIT 1

Internal Elevations

4.2.20

400 A

PRELIMINARY4.2.20

1 : 50

Callout Kitchen 3D Kitchen

1 : 50

Callout Laundry3D Laundry1 : 50

Callout PWD

3D PWD

UNIT 1

FDFD

70

950

2470

70

70 1340 70

70

950

70

2400

70

1500

450

450

ENS

70 2140 70

70

900

70

450

450 WC

BATH

70

880

2000

70

70 1690 70

70

900

200

900

880

70

70 790 900 70

BATH 1520

BEAM


PHONE: 0410 648 059ABN: 25 367 288 616


CLIENT:

SITE

DETAILS:

PROJECT:

JOB No:

ISSUE:DWG No:

SCALE:

DATE:

DRAWN:

A





JDM

QBSA LIC. 1212800

A3A3A3A3

1 : 50


UNIT 1

Internal Elevations

4.2.20

401 A

PRELIMINARY4.2.20

1 : 50

Callout Ensuite

1 : 50

Callout WC

1 : 50

Callout Bathroom

3D Bathroom

3D WC

3D Ensuite

UNIT 1

3D Stairs

3D Stairs Section

sheet name sheet unit 1 number - custom land group

Documents