Cover Sheet MURPHY BUILDERS QLDa. All sizes of timber members deduced from AS 1684 c. Sizes of...

OFFICE USE ONLYAMENDMENTS TO SCHEDULE

REV.STAGED

PLANDATE DESCRIPTION OF CHANGE TO SCHEDULE

11.04.14 A WD'S WORKING DRAWINGS

02.05.14 B WD'S WORKING DRAWINGS

07.05.14 C WD'S WORKING DRAWINGS

DWG NO:

SCALE:

DATE:

JOB NO:

ISSUE:

JOB ADDRESS:

CHECKED:DRAWN:CLIENT:

c

S.P:

PARISH:

COUNTY:

LAND AREA:

PROPERTY DETAILS

USE FIGURED DIMENSIONS AT ALLTIMES. REFER ANY ENQUIRES TOBUILDING CONTRACTOR. ALLDIMENSIONS TO BE VERIFIED ON SITEPRIOR TO CONSTRUCTION. ALL WORKTO COMPLY WITH LOCAL AUTHORITYREGULATIONS AND BCA.

STAGED PLAN:DESIGN:

CLIENTS SIGNATURE:___________________________________CLIENTS SIGNATURE:________________________________________

THIS DESIGN IN PART OR WHOLE IS SUBJECT TO COPYRIGHT MURPHY BUILDERS QLD

BUILDING DESIGNERSJAZZDESIGNS

1 : 100

MURPHY HOMES

LOT 221 WISTERIA AVENUETHE WATERS OORALEABAKERS CREEK QLD 4740

000-KAL'07.05.14

14 00072

CDH BJC

WORKING DWG'S

600m²

KENSINGTON 29ESPERANCEFACADE

Cover Sheet

All material shall be new UNO. Reused items to be checked for soundness etc. prior to use.

- AS PER ENGINEERS DETAILS

b. Walls to have a continuous cavity kept clear of mortar droppings.

a. Brickwork to conform to AS 3700 1998 Masonry in buildings

c. Ceramic tiles or other approved impervious material to walls above showers to 1800mm min above floor.

c. Brick foundation walls under timber floors to have vents at 7500 sq mm per metre length of externalwall. (Approx. 1 brick sized vent every 2 metres.)

a. Floor surfaces to bath & laundry shall be impervious, with junctions between wall and floor flashed to preventmoisture penetration into walls.

Dimensions take preference to scale and are to structure not finish.

Work shall comply with the Building Code of Australia, Building Act Qld, and all relevant current AustralianStandards. Any outdated Standards listed in these notes are to be taken to refer to the current edition.

Check and verify dimensions and confirm any existing dimensions marked.

All dimensions in millimetres.

d. Ground surface to be sloped 1:20 (min) away from building for 900mm (min) and to a pointwhere ponding will not occur near the building.

b. Footings shall be placed as per builders spec or engineers details.

c. Footings to found in non-expansive natural material having a minimum allowable bearing capacity of 100kPa.

e. Dish drains and ag-pipes to be provided as indicated to facilitate drainage of water awayfrom building into drainage system.

It is at the Builders discretion to position bulkheads or service panels underfloor framing to accommodate plumbing services

a. Site to be excavated and or filled to levels shown.

6. UNO = Unless Noted Otherwise.

OMP = Outer Most Point. DPC = Damp Proof Course.

a. All sizes of timber members deduced from AS 1684

c. Sizes of timber members may vary upon ordering requirements but must remain within the guidelinesof the said reference material.

b. All remaining sizes of items deduced from Australian Domestic Construction Manual orrelevant manufacturers specification.

Manufacturers specification means a current approved specification for use under the conditionsapplicable.

STEELWORK

BRICKWORK

REINFORCED CONCRETE

AS APPLICABLE - REFER DWG FOR MATERIALS USED.

WET AREA SURFACES

FRAMING TIMBER

BLOCKWORK

MATERIALS AND CONSTRUCTION

GENERAL NOTES:

SITE WORKS

DESIGN LOADS

c.Any variation at construction stage to comply with Council policy.

b. Position of retaining walls may vary and must be verified by builder prior to commencement.a. All retaining walls are to comply with Council policy on retaining walls and embankments on residential building sites.

RETAINING WALLS



- AS PER AS 1684. 1999 National timber framing code

4.3.

2.1.

5.

7.

d. Provide wall ties at 600mm spacings both vertical and horizontal andwithin 300mm of articulation joints. Brick ties to be stainless steel.

STAIR REQUIREMENTS

Min. tread 240mm, Min.riser 115mm, Max. riser 190mm. Space between open treads Max. 125mm. Treads to be a nonslip surface. Balustrades : min. 1000mm above landings with max. opening of 125mm and in accordanced with BCA3.9.2. For stainless steel ballustrade, refer to table 3.9.2.1 (Wire balustrade construction - required wire tension andmaximum permissible deflection) of the BCA

b. All wet areas to comply with BCA 3.8.1.2 and AS 3740. Splashbacks shall be imperviousfor 150mm above sinks, troughs and hand basins within 75mm of the wall.

TILED DECKS:

Tiled decks over livable areas are to be, in the following order over the floor joists : 19mm compressedFC sheet, with one layer of parchem emerproof 750 with a second layer of sand seed with a DFT of1300 micron, installed to manuf. specifications, and floor tiles over, all corners to have 20mm masticsealant under parchem emerproof 720

SAFTEY GLAZING TO BE USED IN THE FOLLOWING CASES:

a. All rooms - within 500mm vertical of the floorb. Bathrooms within 1500mm vertical of the floorsc. Fully glazed doorsd. Shower screense. Within 300mm of a door and <1200mm above floor levelf. window sizes are nominal only, actual sizes will vary with manufacturer, flashing all round

These plans are to be read in conjuction with any structural and civil engineering computions and drawings

All buildings shall be protected against termite attack in accordance with AS 3660.1 and a durable notice shallbe left in the meter box indicating type of barrier and required periodical inspections

All works shall comply with but not limited to the building code of australia and theaustralian standards listed below.

AS 1288 - 1994 GLASS IN BUILDINGS SELECTION AND INSTALLATION

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

AS 1684 - 1999 NATIONAL TIMBER FRAMING CODEAS 2049 - 1992 ROOF TILES

AS 2050 - 1995 INSTALLATION OF ROOF TILES

AS 2870 - 1996 RESIDENTIAL SLAB AND FOOTINGS - CONSTRUCTION

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

AS 3600 - 1994 CONCRETE STRUCTURESAS 3660 - 2004 BARRIERS FOR SUBTERRANEAN TERMITES

AS 3700 - 1998 MASONRY IN BUILDINGSAS 3786 - 1993 WATERPROOFING OF WET AREAS IN RESIDENTIAL BUILDINGS

AS 4055 - 1992 WIND LOADING FOR HOUSESAS 4100 - 1996 STEEL STUCTURES

Smoke detectors to be hard wired with emergency back-up and comply with AS3786

Wind speed as nominated on bracing plan or soil test

Provide lift-off hinges to WC or open out door or min. 1200mm clearance from door to pan.

All construction materials supplied must take into account proximity to coastal or industrial environments, in accordance with manuf. specifications

These plans are protected by copy right and are the property of the author.

DRAWING LIST -ESPERANCE FACADE

000-KAL' Cover Sheet

001-KAL' 3D Perspectives

100-KAL' Site Plan

200-KAL' Ground Floor

201-KAL' Roof Plan

300-KAL' Elevations

301-KAL' Elevations

302-KAL' Sections

400 Slab Plan

500 Electrical Plan

700 Kitchen Details

701 Wet Area Details

rachelsm

Received (Auto Date)

DWG NO:

SCALE:

DATE:

JOB NO:

ISSUE:

JOB ADDRESS:


c

S.P:

PARISH:

COUNTY:

LAND AREA:

PROPERTY DETAILS


STAGED PLAN:DESIGN:




MURPHY HOMES


001-KAL'07.05.14

14 00072

CDH BJC

WORKING DWG'S

600m²


3D Perspectives

E T

S

GP

KK

K

TBM

HCB

10.10

10.2

0

10.3

0 10.0

79

10.2

40

10.2

50

10.3

31

10.3

24

10.3

11

10.1

85

10.1

65

10.0

74

9.92

7

10.1

10

10.2

04

10.2

11

10.0

00

CROSS OVERTo Local Shire CouncilRequirements21m²

UNIT 1

UNIT 2

PROPOSED RESIDENCEGROUND FFL = 10.510

PAD RL = 10.200

PROPOSED DRIVEWAY41m²

FENCE MOUNTEDCLOTHES LINE

FENCE MOUNTEDCLOTHES LINE

GASBOTTLES

GASBOTTLES

MB

TA

P

DPDP

DP

TAP

DPTAP

DP DP

TA

P

MB

DP-C

DP-C

W I

S T

E R

I A

A

V E

N U

E

G-HWS

G-HWS

6150 OMP

6600 WALL

4500 OMP

6000 OMP

6450 WALL

1865 O

MP

2315

WA

LL

1865 O

MP

2315

WA

LL

4950 WALL

KE

RB

To B

uild

ing C

oven

ants

4000 M

AX

IMU

M

PRIVATE OPENSPACE -

85m² TOTAL

PRIVATE OPENSPACE -

85m² TOTAL

PRINCIPAL PRIVATEOPEN SPACE4x4m - 16m²

PRINCIPAL PRIVATEOPEN SPACE4x4m - 16m²

BIN STORAGEUnit 1

BIN STORAGEUnit 2

TANDEM PARKING 4800

5400

LETTERBOX

CLE

AR

1m

Min

'

EXISTING TREERelocate

CU

T / FILL LINE

FILL 75APPROX'

CUT 75APPROX'

TO

P O

F B

AT

TE

R

TO

E O

F B

AT

TE

R

TOP OF BATTER

TOE OF BATTER

TO

P O

F B

AT

TE

R

TO

E O

F B

AT

TE

R

TOP OF BATTER

TOE OF BATTER

TO

P O

F B

AT

TE

R

TO

E O

FB

AT

TE

R

SE

WE

R

DWG NO:

SCALE:

DATE:

JOB NO:

ISSUE:

JOB ADDRESS:


c

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COUNTY:

LAND AREA:

PROPERTY DETAILS


STAGED PLAN:DESIGN:




1 : 150

MURPHY HOMES


100-KAL'07.05.14

14 00072

CDH BJC

WORKING DWG'S

600m²


Site Plan

NOTE: STORMWATER DRAINAGE CALCULATED FOR BUILDING ROOF AREAS AND ORPAVED AREAS SHOWN ON THIS PROPOSED DEVELOPMENT ONLY, AND MAY NOT BEADEQUATE FOR ANY SUBSEQUENT ROOF OR PAVED AREAS.MIN 100x75 DOWNPIPES ( EACH TO DRAIN MAX 40.00m SQU ROOF AREA) DISCHARINGINTO 100mm S/W DRAINAGE PIPEWORK (EACH RUN CARRYING MAX CAPACITY OF 8litres/sec) MIN GRADE TO RUBBLE PITS ON SITE TO BE 1%. ALL STORMWATER & DRAINAGETO BE IN COMPLIANCE WITH BCA PARTS 3.1.2 & 3.5.2 AS WELL AS ASNZS3500

NOTE : FINAL POSITIONS OF DOWNPIPES,METERBOX, TAPS, AC ODU, WATERTANK, GASBOTTLES AND HOT WATER SYSTEM, MAYDIFFER TO PLAN DUE TO SITE CONDITIONS.

PROPOSED RESIDENCELOT 221SITE AREA = 600m²SITE COVERAGE = 45%

LEGEND

DP DOWNPIPE

DP-C DOWNPIPE-COLORBOND.Colour to match abutting post/wall

G-HWS GAS HOT WATER SYSTEM

MB METER BOX

TAP 12mm HOSE COCK - EXTERNAL

Areas

Name Area

UNIT 1 LIVING 103.37 m²

UNIT 1 PATIO 12.17 m²

UNIT 1 PORCH 2.04 m²

UNIT 1 GARAGE 19.75 m²





Grand total 274.65 m²

Areas Unit 1

Name Area






Areas Unit 2

Name Area






AREA SCHEDULE - (Excludingun-enclosed external spaces)






1 : 150

SITE PLAN1

820

2124

Pan

el82

0

820

2124

SG

D

BED 2

DININGGARAGE

PORCH

PATIO

ENTRY

820

720

BED 1

EN'S

SW1818

2700

LIVING

820

1100

1100

BED 3

KIT

CH

EN

WC

L'DRY

820

2124

Pan

el82

0

820

2124

SG

D BED 2

DININGGARAGE

PORCH

PATIO

ENTRY

820

720

BED 1

EN'S

SW1818

2700

LIVING

820

1100

1100

BED 3BATH

WC

LINEN

L'DRY

SW1218SW1515SW0906820GLSW1806

820GL SW0906 SW1515 SW1218

SW1806

SW1806SW1806

820

CS

D

720

LOH

770

770

720

LOH

820

CS

D

UNIT 1

UNIT 2

FIRE RATED PARTY WALLREFER DETAIL

OBS

OBS

WM

LT

900x900

LTW

M

900x900

15370

15370

4470

90

150

5950

150

90

4470

4490

220

220

10440

220

1465

70

1465

70

1200

70

3023

205

3023

70

1200

70

1465

70

1465

220

150

90

3360

8170

3360

90

150

3600

220

3163

705

30 2

055

30 7

03163

220

3600

220

4550

70

2743

205

2743

70

4550

220

220

3000

70

4293

205

4293

70

3000

220

220

3000

70

4293

205

4293

70

3000

220

150 90 2930 15280

150 90 2930 15280

3170 220 3800 90 1610 70 2530 70 3000 70530

70 3000 220

90 1610 70 1520 70 940 70

3170 220 3800 90 1610 70 2530 70 3000 70530

70 3000 220

90 1610 70 1520 70 940 70

220 3100 70 1530 70 5670 70 6000 220 1260 90 150

220 3100 70 1530 70 5670 70 6000 220 1260 90 150

SH

R

DP TAPGAS BOTTLES

900

VA

N

SH

R

MB

MB

TAP

TAP

TAP

GAS BOTTLES

900

VA

N

900

VA

N90

0 V

AN

DP

DP

DPDP

DP

DP-C

DP-C

SD

SD

SD

SD

MECH'EXHAUSTTO WCMECH'

EXHAUSTTO EN'S

MECH'EXHAUSTTO WC

MECH'EXHAUSTTO EN'S

FW

FW

FW

FW

BATH

FW

FW

FW

FW

200

OV

ER

HA

NG

PT

YO

HC

RE

F

HP

+RH

UB

O

SK

DW

KIT

CH

EN

200

OV

ER

HA

NG

PT

YO

HC

RE

F

HP

+RH

UB

O

SK

DW

220

1975

70

955

70

70

955

70

1975

220

1500

900x1500

900x1500

126090

150

1400

GA

RA

GE

DO

OR

2460

770

GA

RA

GE

DO

OR

2460

1400

MH 560

G-HWS

G-HWS

MH 560

COL-90x90HWD

COL-90x90HWD

COL-90x90HWD

COL-90x90HWD

AC

-MA

C-M

AC-L

AC-L

1302-KAL'

2302-KAL'

SW

1818

SW

1818

18450

18450

FW

FW

STORE6m³

2 x 720

STORE6m³

LINEN

2 x 720

DWG NO:

SCALE:

DATE:

JOB NO:

ISSUE:

JOB ADDRESS:


c

S.P:

PARISH:

COUNTY:

LAND AREA:

PROPERTY DETAILS


STAGED PLAN:DESIGN:




1 : 100

MURPHY HOMES


200-KAL'07.05.14

14 00072

CDH BJC

WORKING DWG'S

600m²


Ground FloorNOTES :- FINAL POSITIONS OF DOWNPIPES, METERBOX, TAPS, ACODU, WATERTANK, GAS BOTTLES AND HOT WATERSYSTEM, MAY DIFFER TO PLAN DUE TO SITECONDITIONS.- LIFT OFF HINGES TO WC DOOR- SARKING TO ROOF- R1.5 INSULATION TO CEILINGS- ALL SHOWER ROSES TO BE AAA RATED- WATER PRESSURE LIMITED TO 500 KPA AT THE METER- ROOMS WITH NO NATURAL VENTILATION TO HAVEMECHANICAL VENTILATION INSTALLED- PROVIDE WATER AND POWER PROVISION TODISHWASHER SPACE- WINDOW, SGD & INTERNAL DOOR SIZES ARE NOMINALONLY & TO BE CONFIRMED WITH MANUFACTURER

LEGEND

900 VAN VANITY UNIT - 900 LONG

900x900 SHOWER - 900x900

900x1500 SHOWER - 900x1500

AC-L AIR-CONDITIONER, Living

AC-M AIR-CONDITIONER, Master Bed

COL-90x90HWD COLUMN - 90x90 HWD POST,Footing Refer Eng's Details

DP DOWNPIPE


DW DISHWASHER

FW FLOOR WASTE


HP+RH HOT PLATE AND RANGEHOOD

LT LAUNDRY TUB

MB METER BOX

MH 560 MANHOLE - 560x560

OBS OBSCURE GLAZING

OHC CUPBOARD - OVERHEAD

PTY PANTRY FITOUT

REF REFRIGERATOR

SD SMOKE ALARM - IONISATION

SHR SHOWER

SK SINK

TAP 12mm HOSE COCK - EXTERNAL

UBO OVEN - UNDER BENCH

WM WASHING MACHINE

Areas

Name Area










1 : 100

GROUND FLOOR PLAN1

DPDP

DP

DP

DP DP

DP-C

DP-C

6150 OMP

6600 WALL

1865 O

MP

2315

WA

LL

1865 O

MP

2315

WA

LL

4500 OMP

22.5º PITCH

22.5º PITCH

22.5

º P

ITC

H

22.5

º P

ITC

H

22.5

º P

ITC

H22

.5º

PIT

CH

4950 WALL

4950 WALL

4500 OMP

6000 OMP

6450 WALL

DWG NO:

SCALE:

DATE:

JOB NO:

ISSUE:

JOB ADDRESS:


c

S.P:

PARISH:

COUNTY:

LAND AREA:

PROPERTY DETAILS


STAGED PLAN:DESIGN:




1 : 100

MURPHY HOMES


201-KAL'07.05.14

14 00072

CDH BJC

WORKING DWG'S

600m²


Roof Plan

LEGEND

22.5º PITCH TRUSSES @ 900CTRS MAX, ToManufacturers Specifications

DP DOWNPIPE


1 : 100

ROOF PLAN1

RLGround Floor

10.510

SFLGF Ceiling

12.950

CE

ILIN

G

2440

600 POST

820 8202124 Panel 2124 Panel

Cs

Cbr

Cs

Cs

Cfg Cfg

172

172

600 POST

O/H

450

COL-90x90HWD COL-90x90HWD

22.5º PITCH

NGL

O/H

450

Cbr

Wb

Cbr

Wb

SW1818 SW1818

JO

INE

RY

2100

VE

NE

ER

300

FRAME

600

FRAME

600

RLGround Floor

10.510

SFLGF Ceiling

12.950

CE

ILIN

G

2440

JO

INE

RY

2100

SW1515

SW

1218

SW

0906

820GLSW

1806

SW

1806

SW1818

O/H

450

600 POST

OBS

CfgCfgCbr

Cs

Cbr Cbr

86

NGL

COL-90x90HWD

22.5º PITCH

O/H

450

Wb

VE

NE

ER

300

FRAME

600

DWG NO:

SCALE:

DATE:

JOB NO:

ISSUE:

JOB ADDRESS:


c

S.P:

PARISH:

COUNTY:

LAND AREA:

PROPERTY DETAILS


STAGED PLAN:DESIGN:




1 : 100

MURPHY HOMES


300-KAL'07.05.14

14 00072

CDH BJC

WORKING DWG'S

600m²


Elevations

LEGEND

22.5º PITCH TRUSSES @ 900CTRS MAX,To Manufacturers Specifications

Cbr Common Brick, Render Finish

Cfg Colorbond Fascia & Gutter


Cs Colorbond Steel Roofing

NGL NATURAL GROUND LEVEL,Depicted By Dashed Line

OBS OBSCURE GLAZING

Wb Scyon Linea Cladding

1 : 100

ELEVATION1

1 : 100

ELEVATION2

RLGround Floor

10.510

SFLGF Ceiling

12.950

OBS

SW

1218

SW

0906

820GL SW

1806

SW

1806

SW1818

SW1515

CE

ILIN

G

2440

JO

INE

RY

2100

O/H

450

600 POST

CfgCfgCbr

Cs

CbrCbr

86

NGL

22.5º PITCH

COL-90x90HWD

O/H

450

Wb

VE

NE

ER

300

FRAME

600

RLGround Floor

10.510

SFLGF Ceiling

12.950

2124

SG

D

2124

SG

D

CE

ILIN

G

2440

Cs

Cbr Cbr Cbr CbrCfg Cfg

86

86

POST

600

O/H

450

O/H

450POST

600

22.5º PITCH

COL-90x90HWDCOL-90x90HWD

NGL

JO

INE

RY

2100

DWG NO:

SCALE:

DATE:

JOB NO:

ISSUE:

JOB ADDRESS:


c

S.P:

PARISH:

COUNTY:

LAND AREA:

PROPERTY DETAILS


STAGED PLAN:DESIGN:




1 : 100

MURPHY HOMES


301-KAL'07.05.14

14 00072

CDH BJC

WORKING DWG'S

600m²


Elevations

LEGEND


Cbr Common Brick, Render Finish

Cfg Colorbond Fascia & Gutter


Cs Colorbond Steel Roofing


OBS OBSCURE GLAZING

Wb Scyon Linea Cladding

1 : 100

ELEVATION4

1 : 100

ELEVATION3

RLGround Floor

10.510

SFLGF Ceiling

12.950

2440

172

BED 1 ENTRY PORCHDINING KITCHEN

POST

600450

22.5º PITCH

WPS RCS

NGL

RLGround Floor

10.510

SFLGF Ceiling

12.950

2440 GARAGE ENTRY BED 2GARAGEENTRYBED 2

PARTY WALL BETWEEN EACH UNITTO COMPLY WITH THE FIRE &ACOUSTICS SECTIONS OF THE BCA& MANUFACTURERS SPECIFICATIONSREFER DETAIL

22.5º PITCH

WPSNGL

DWG NO:

SCALE:

DATE:

JOB NO:

ISSUE:

JOB ADDRESS:


c

S.P:

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COUNTY:

LAND AREA:

PROPERTY DETAILS


STAGED PLAN:DESIGN:




1 : 100

MURPHY HOMES


302-KAL'07.05.14

14 00072

CDH BJC

WORKING DWG'S

600m²


SectionsNOTES:- SELECTED ROOF FIXED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS- ROOF BATTENS FIXED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS- ROOF TRUSSES TO MANUFACTURERS SPECIFICATION- BRACING OF TRUSSES TO BE IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS- ALL TIMBER SIZES TO CONFORM WITH BCA STANDARDS- SLAB & FOOTINGS TO ENGINEERS DETAIL- FLOORING MEMBERS TO ENGINEERS DETAIL

LEGEND



RCS REINFORCED CONC. SLAB,To Eng's Details

WPS WAFFLE POD SLAB, To Eng'sDetails

1 : 100

SECTION1

1 : 100

SECTION2

15370

150

90

3360

8170

3360

90

150

3600

3983

205

3983

3600

15370

3440

1030

90

150

5950

150

90

1030

3440

1270

1270

RL. 10.424 m

RL. 10.424 m

RL. 10.510 m

RL. 10.510 m

RL. 10.338 m

RL. 10.338 m

FIRE RATED PARTY WALL FOOTINGTO ENGRS DETAILS

LINE OF BRICKWORK

172DN

172DN

86DN

86DN

18450

150 90 2930 15280

3170 13780 1500

16950 1260 90 150

18450

150 90 2930 15280

3170 13780 1500

16950 1260 90150

LIN

E O

F B

RIC

KW

OR

K

LIN

E O

F B

RIC

KW

OR

K

LINE OF BRICKWORK

LIN

E O

F B

RIC

KW

OR

KLI

NE

OF

BR

ICK

WO

RK

COL-90x90HWD

COL-90x90HWD

COL-90x90HWD

COL-90x90HWD

RCS

RCS

RCS

RCS

WPS

WPS

DOOR TRACK

DOOR PANEL

DOOR JAMB

20

20mm RECESS

10mm FALL

30

30

FALL DRIVE 1:100FOR 1000mm MIN

30mm STEP DOWN

WAFFLE PODTO ENGINEER'SDETAILS

COLORBONDROOFING

BATTEN MAY BECONTINUOUS OVERPARTY WALL. REFER BCA

TRUSSES TOMANUFACTURER'SSPECIFICATIONS

MINERAL FIBRE INSULATIONTo fill void between stud framingand roof sheeting

PARTY WALL BETWEEN EACH UNITTO COMPLY WITH THE FIRE &ACOUSTICS SECTIONS OF THE BCA& CSR SPECIFICATIONS

UNIT 1 UNIT 2

13mm GYPROCKSOUNDCHEK plasterboard

70mm TIMBER STUD

90 GOLD BATTS 2.7

20mm MIN CAVITYBETWEEN TIMBER STUDS& SHAFT LINER

70 65 7013 13

205

PARTY WALLCSR wall system "CSR 362".FRL 60/60/60 withminimum Rw+Ctr 50.Continuous from concrete buildingslab to underside of rood sheeting,between all sole-occupancy units

'GYPROCK SHAFTLINER PANEL'10mm gap between topof panel and undersideof roof battens

BLOCKINGTo support ceiling lining

WALL CLIPSAt each H-Stud both sides of wall

SARKING

16mm GYPROCK FYRCHEKlaminated to GYPROCK SHAFTLINER PANEL laminating screwsat 400mm x 400mm max. centres

WALL CLIPSAt each H-Studboth sides of wall

200 M

IN600 M

AX

4mm MINIMUM GAPBetween 'Fyrchek' and timber stud

DWG NO:

SCALE:

DATE:

JOB NO:

ISSUE:

JOB ADDRESS:


c

S.P:

PARISH:

COUNTY:

LAND AREA:

PROPERTY DETAILS


STAGED PLAN:DESIGN:




Asindicated

MURPHY HOMES


40007.05.14

14 00072

CDH BJC

WORKING DWG'S

600m²

KENSINGTON 29STANDARDDRAWING

Slab PlanNOTES :- WATERTANK SLAB TO BE POURED WITH MAIN SLAB- EXTERNAL PATIO & PORCH SLABS TO HAVE A 1:100 FALL AWAY FROM HOUSE- SLAB & FOOTINGS TO ENGINEERS DETAIL- TERMITE TREATMENT TO BE INSTALLED AS PER MANUFACTURERS SPEC. & IN ACCORDANCE WITH AS 3660.1- ALL DIMENSIONS TO BE CHECKED AGAINST FLOOR PLAN DIMENSIONS- ALL DIMESIONS, LEVELS, HEIGHTS TO BE CONFIRMED ON SITE

1 : 100

SLAB PLAN1

1 : 10

GARAGE DOOR DETAIL2

LEGEND


RCS REINFORCED CONC. SLAB,To Eng's Details

WPS WAFFLE POD SLAB, To Eng'sDetails

1 : 10

PARTY WALL DETAIL - "CSR 362" WALL SYSTEM3

HWS

ACMB

MB

AC

AC

AC

SD

SD

SD

SD

MECH' EXHAUSTTO WCMECH'

EXHAUSTTO EN'S

MECH' EXHAUSTTO WC

MECH'EXHAUSTTO EN'S

RE

F

UB

O

DW

UB

O

DW

HP

+RH

HP

+RH

GAS BOTTLES

GAS BOTTLES

NBN

2 WAY

NBN

2 WAY

G-HWS

G-HWS

MH 560

MH 560

NOTE* - STANDARD HEIGHTS UNLESSSTARTED OTHERWISE.- KITCHEN BENCH DGPO 1100- MICROWAVE 600- RANGEHOOD 1900- LAUNDRY 1350- BATHROOM 1200- LIGHT SWITCHES 1350- DISHWASHER 600- NBN & SGPO 1450

LIGHTING TO COMPLY WITH 40% ENERGYEFFICIENCY REQUIREMENTS

CEILING FAN

CEILING FAN/LIGHT

50mm DICHROIC DOWNLIGHT

SINGLE FLOURESCENT

WALL BUNKER LIGHT

PHONE POINT

TELEVISION POINT

EXHAUST FAN

SINGLE GPO ( 300 high)

DOUBLE GPO ( 300 high)

SINGLE GPO ( refer to notes)

DOUBLE GPO ( refer to notes)

WATERPROOF GPO

METER BOX

HOT WATER SYSTEM

NATIONAL BROADBANDNETWORK CONNECTION BOX

SMOKE ALARM

AIR-CONDITIONER

DWG NO:

SCALE:

DATE:

JOB NO:

ISSUE:

JOB ADDRESS:


c

S.P:

PARISH:

COUNTY:

LAND AREA:

PROPERTY DETAILS


STAGED PLAN:DESIGN:




1 : 100

MURPHY HOMES


50007.05.14

14 00072

CDH BJC

WORKING DWG'S

600m²


Electrical Plan

1 : 100

ELECTRICAL PLAN1

LEGEND

AC AIR-CONDITIONER

DW DISHWASHER


HP+RH HOT PLATE AND RANGEHOOD

MB METER BOX

MH 560 MANHOLE - 560x560

NBN NATIONAL BROADBAND NETWORK BOX

REF REFRIGERATOR

SD SMOKE ALARM - IONISATION

UBO OVEN - UNDER BENCH

Electrical Schedule

Name CountAIR-CONDITIONER CONDENSER 4

CEILING FAN 2

CEILING FAN / LIGHT 6

DOUBLE GPO 14

DOUBLE GPO (300 high) 16

EXHAUST FAN 4

GAS HWS 2

MAN HOLE 2

METER BOX 2

NBN BOX 2

PHONE POINT 4

RECESSED DOWNLIGHT 42

SINGLE FLOURESCENT 2

SINGLE GPO 6

SINGLE WATERPROOF GPO (900 AFL) 2

SMOKE ALARM - IONISATION 4

TELEVISION POINT 4

WALL BUNKER LIGHT 2

550

650

900

340

2100

350

BENCH

OVERHEADCUPBOARDS

2440

NOBULKHEAD

FRIDGE RECESS

SHELF RECESSED20mm FROM FACEOR CUPBOARD

1800

300

340

2440

1000

END PANEL

NO BULKHEAD

Four WhiteMelamineShelves

900

2100

2400

1000

1123

900

800 1100 700

200

OV

ER

HA

NG

PT

Y

OH

C

RE

F

HP

+RH

UB

O

SK

EN

D P

AN

EL

DR

AW

ER

DR

AW

ER

S

700 23

WM

DW

END PANEL

HP+RH

UBO

PTYREF

OHCOHC

RH-S

DRAWER

DWMW

DRAWERS

DWG NO:

SCALE:

DATE:

JOB NO:

ISSUE:

JOB ADDRESS:


c

S.P:

PARISH:

COUNTY:

LAND AREA:

PROPERTY DETAILS


STAGED PLAN:DESIGN:




Asindicated

MURPHY HOMES


70007.05.14

14 00072

CDH BJC

WORKING DWG'S

600m²


Kitchen Details

1 : 50

BENCH SECTION4

1 : 50

FRIDGE RECESS5

1 : 50

PANTRY DETAIL6

LEGEND

DW DISHWASHER

HP+RH HOT PLATE ANDRANGEHOOD

MW MICROWAVE SHELF

OHC CUPBOARD -OVERHEAD

PTY PANTRY FITOUT

REF REFRIGERATOR

RH-S RANGEHOOD -SLIDE OUT

SK SINK

UBO OVEN - UNDERBENCH

WM WASHING MACHINE

1 : 20

UNIT 1 PART FLOOR PLAN - KITCHEN (UNIT 2 MIRRORED)1

1 : 50

KITCHEN ELEVATION2

1 : 50

KITCHEN ELEVATION3

900

VA

N

FW

FW

TRH

TR

7013

4

1

2

S-TILE

900x1500

LT

900x900

900

VA

N

TRH

FW

FWTR

701 10

701

7

7019

8

5

6S-TILE

FW

750

1000

150

850

2000

TRH

MIRROR

900

750 1000

TRTRH

TR

1000

2000

2000

2000

1000

2000

TRTR

1000

1000

850

150

1000

MIRROR

900

750

TRH

PROVIDE NOGGINGS FORFUTURE CLOTHES DRYER

1500

1200

DWG NO:

SCALE:

DATE:

JOB NO:

ISSUE:

JOB ADDRESS:


c

S.P:

PARISH:

COUNTY:

LAND AREA:

PROPERTY DETAILS


STAGED PLAN:DESIGN:




1 : 50

MURPHY HOMES


70107.05.14

14 00072

CDH BJC

WORKING DWG'S

600m²


Wet Area Details

LEGEND

900 VAN VANITY UNIT - 900 LONG

900x900 SHOWER - 900x900

900x1500 SHOWER - 900x1500

FW FLOOR WASTE

LT LAUNDRY TUB

MIRROR MIRROR - TO MATCHVANITY SIZE

S-TILE SKIRTING TILE 100mm -EXTENT AS INDICATED

TR TOWEL RAIL

TRH TOILET ROLL HOLDER

1 : 50

UNIT 1 PART FLOOR PLAN - EN'S (UNIT 2 MIRRORED)A

1 : 50

UNIT 1 PART FLOOR PLAN - WET AREAS (UNIT 2 MIRRORED)B

1 : 50

EN'S ELEVATION1

1 : 50

EN'S ELEVATION2

1 : 50

EN'S ELEVATION3

1 : 50

EN'S ELEVATION4

1 : 50

BATH ELEVATION5

1 : 50

BATH ELEVATION6

1 : 50

BATH ELEVATION7

1 : 50

BATH ELEVATION8

1 : 50

WC ELEVATION9

1 : 50

L'DRY ELEVATION10

GAS

BOTTLES

GAS

BOTTLES

MECH'

EXHAUST

TO WC

MECH'

EXHAUST

TO EN'S

MECH'

EXHAUST

TO WC

MECH'

EXHAUST

TO EN'S

STORE

6m³

STORE

6m³

10.10

10.20 1

0

.

0

7

9

1

0

.

2

4

0

1

0

.

2

5

0

1

0

.

3

1

1

1

0

.

1

8

5

1

0

.

1

6

5

1

0

.

0

7

4

9

.

9

2

7

1

0

.

1

1

0

1

0

.

2

0

4

1

0

.

2

1

1

1

0

.

0

0

0

S

TBM

HCB

ED 14178 OPW - 01 B

issue

Date 15 MAY 2014

Scale 1: 150 @ A3Design DrawnSheet 01 OF 03

JV

CLIENT

DWGTITLE

JV

LANDSCAPE PLAN - OPERATIONAL WORKS

DIAL BEFORE

YOU DIG

WWW. 1100.com.au

LANDSCAPE DESIGN INTENT BY MURPHY HOMES PTY LTD

1800 HIGH TIMBER

PALING FENCE

1800 HIGH TIMBER

PALING FENCE

1800 HIGH

RETURN

TIMBER PALING

FENCE & GATE

1800 HIGH TIMBER

PALING FENCE

1800 HIGH

RETURN

TIMBER PALING

FENCE & GATE

1800 HIGH TIMBER

PALING FENCE

EXISTING

1800 HIGH TIMBER

PALING FENCE

TURF

TURF

TURF

SELECT

EXPOSED

AGGREGATE

DRIVEWAY

EXISTING

1800 HIGH TIMBER

PALING FENCE

2 x PHI xan

2 x DIE bic

2 x DIE bic

5 x TRA tri

3 x CAL GBF

3 x CAL GBF

5 x TRA tri

TURF

TURF

2 x PHI xan

DETAILS PLAN - OPERATIONAL WORKS

DIAL BEFORE

YOU DIG

WWW. 1100.com.au

c

ed

MIN 1500mm

c

ed

c

ed

Tree Planting Distances from Services

ED 14178 OPW - 02 B

issue

Date 15 MAY 2014Scale

Design DrawnSheet 02 OF 03

JV

CLIENT

DWGTITLE

JV

SPECIFICATION AND PLANT SCHEDULE PLAN - OPERATIONAL WORKS

DIAL BEFORE

YOU DIG

WWW. 1100.com.au

SPECIFICATION FOR LANDSCAPE WORKS

GENERAL CONDITIONS

SITE PREPARATION /

EARTHWORKS

MATERIALS / SERVICES

HARDSCAPE

PLANT MANAGEMENT

SOFTSCAPE

IRRIGATION

SCOPE PERFORMANCE

TURF

LANDSCAPE

ESTABLISHMENT PERIOD

ALL LANDSCAPE CONSTRUCTION WORK IS TO BE CARRIED OUT IN COMPLIANCE WITH RELEVENT COUNCIL APPROVALS AND TO

INDUSTRY BEST PRACTICE. ANY CHANGES FROM DESIGN DOCUMENTATION MUST BE APPROVED BY PROJECT LANDSCAPE ARCHITECT

PRIOR TO CONSTRUCTION ON SITE.

EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE UNDERTAKEN WHERE NECESSARY TO ENSURE NO DETRIMENTAL EFFECT

TO DOWNSTREAM WATERWAYS OR NEIGHBOURING SITES.

PRIOR TO COMMENCEMENT OF WORKS, EXISTING SITE CONDITION IS TO BE DOCUMENTED BY CONTRACTOR. ALL EXISTING AND

PROPOSED SERVICES ON SITE ARE TO BE LOCATED AND CLEARLY IDENTIFIED. ALL BUILDING RUBBISH AND DELETERIOUS MATERIALS

ARE TO BE REMOVED FROM SITE TO APPROVED WASTE LOCATION.

LANDSCAPE AREAS SHALL BE SCARIFIED TO A DEPTH OF 150mm TO PROMOTE GOOD GROWTH FOR TURF AND PLANTING.

ALL MATERIALS TO BE USED IN THE CONSTRUCTION OF THE DESIGNED LANDSCAPE ARE TO BE OF AND INDUSTRY STANDARD QUALITY

AND FROM A SUSTAINABLE SOURCE WHERE POSSIBLE. NO MATERIALS USED ON SITE SHALL BE TOXIC TO HUMANS, ANIMALS OR

PLANTS.

ALL SELECT ITEM MATERIALS ARE TO BE APPROVED BY CLIENT PRIOR TO CONSTRUCTION ON SITE.

PROVIDE SERVICE CONDUITS TO ALL GARDEN BEDS FOR IRRIGATION AND DRAINAGE PURPOSE. PROVIDE CONDUITS FOR LIGHTING

WHERE REQUIRED.

ENSURE ADEQUATE DRAINAGE TO PLANTING AREAS FOR SPECIFIC SITE SOIL CONDITIONS VIA THE USE OF SLOTTED AGRICULTURAL

DRAIN (SELECT TYPE FOR APPLICATION ), OVERLAND FLOW PATHS WITHIN GARDENS ( SELECT RIVER GRAVEL ON GEOFABRIC

MATERIAL) AND SURFACE STORMWATER PITS ( LOCATED IN GENERALLY CONCEALED POSITIONS ).

PROPOSED HARDSCAPE ITEMS ARE TO BE CONSTRUCTED TO AUSTRALIAN STANDARDS AND RELEVENT COUNCIL CODES BY A

SUITABLY LICENCED CONTRACTOR. WORKPLACE HEALTH AND SAFETY REGULATIONS MUST BE IMPLEMENTED DURING CONSTRUCTION

PHASE.

SETOUT OF ALL SOFTSCAPE AREAS TO BE IN ACCORDANCE WITH APPROVED PLANS. PLANTING AREAS TO BE MOUNDED TO ACHIEVE

ADEQUATE DRAINAGE AND AESTHETIC PRESENTATION.

SOIL: A GOOD QUALITY FRIABLE, MODERATELY DRAINING, ORGANIC ENRICHED LANDSCAPING SOIL MIX SHALL BE IMPORTED FROM AN

APPROVED SOURCE. THE SOIL SHOULD NOT CONTAIN ANY CLAY AND BE FREE FROM CONTAMINENTS SUCH AS WEEDS, STICKS AND

ROCKS. IMPLEMENTATION WITHIN GARDEN AREAS TO A MIN. OF 300mm DEPTH.

ORGANIC MULCH: HOOP PINE MULCH IN ITS VARIETY OF FORMS IS TO BE SUPPLIED AND INSTALLED TO A MIN. DEPTH OF 100mm. MULCH

IS TO BE FREE OF FOREIGN MATTER INCLUDING WEEDS, SOIL, STICKS AND ROCKS. AVOID PLACEMENT OF MULCH AGAINST STEM OR

TRUNK OF PLANTS. GRADE MULCH TO BE SELF RETAINED WITHIN GARDEN EDGING.

GRAVEL MULCH: SELECTED WASHED RIVER MULCH GRADED IN SIZE AND COLOUR. USE IN AREAS AS SPECIFIED ON PLANS. TO BE USED

TO SEPERATE ORGANIC MULCH FROM THE WALLS OF BUILDINGS, ADJACENT PATHS AND TOO FACILITATE DRAINAGE WITHIN GARDEN

BEDS. MIN. DEPTH TO BE TWICE THE DIAMETER OF THE LARGEST PEBBLE.

ALL PLANT SPECIES ARE DETAILED WITHIN THE PLANT SCHEDULE . NO SUBSTITUTIONS ALLOWED WITHOUT PRIOR ACCEPTANCE BY

COUNCIL AND PROJECT LANDSCAPE ARCHITECT.

THE CONTRACTOR SHALL OBTAIN ALL PLANTS AS SPECIFIED FROM AN ACCREDITED NURSERY OR OTHER APPROVED SOURCE. PLANTS

SHALL BE PRE-WATERED PRIOR TO ARRIVING ON SITE.

PLANTS SHALL BE HEALTHY, HARDY AND OF GOOD FORM. THE ROOT SYSTEM OF EACH PLANT SHOULD NOT BE ROOTBOUND AND BE

CONDUCIVE TO SUCCESSFUL TRANSPLANTATION. ALL PLANTS TO BE PEST AND DISEASE FREE WITH CONTAINERS FREE FROM WEEDS.

STREET TREE SPECIES ARE TO COMPLY WITH NATSPEC AND RELEVENT COUNCIL CONDITIONS.

STAKE TREES WITH A MIN. OF TWO 50x50 HWD STAKES AND HESSION STRAP OR SIMILAR AS NOT TO DAMAGE TREE. FIGURE '8' DETAIL

RECOMMENDED.

NO TYPE OF STAKE TO BE PLACED THROUGH ROOTBALL OF PLANT AT ANY TIME.

EACH PLANT TO HAVE ADDED WATER CRYSTALS TO PLANTING HOLE AND WATERED IN AFTER PLANTING AS REQUIRED.

PLANT STOCK MAY BE REJECTED IF NOT CONFORMING WITH ABOVE SPECIFICATIONS.

TURF SHALL CONSIST OF A DENSE, WELL ROOTED, VIGOROUS GRASS GROWTH WITH MIN. 25mm OF TOPSOIL. TURF IS TO BE

DELIVERED TO SITE WITHIN 24 HOURS OF BEING CUT. TURF SHOULD BE FREE FROM DELETERIOUS MATERIAL INCLUDING WEEDS,

SEEDS OR ROOTS INCLUDING NUT GRASS AND OXALIS. TURF SHALL BE SUPPLIED IN UNIFORM SIZE IN UNBROKEN CONDITION.

MOISTURE LEVEL OF TURF TO REMAIN CONSISTANT DURING LAYING. TURF TO BE LAID ALONG CONTOUR AND PINNED IF GREATER

THAN 1:4 SLOPE.

PREPARE SUBGRADE TO A LEVEL BASE WITH AN APPROVED TOPSOIL AND SPREAD UNDER TURF FERTILIZER AT RECCOMMENDED

RATE. TURF TO FINISH LEVEL WITH PATHS, EDGES AND KERBS AFTER ROLLING AND SETTLEMENT.

IRRIGATION TO BE INSTALLED BY A SUITABLY QUALIFIED CONTRACTOR AND BE INSTALLED IN ACCORDANCE WITH ALL COUNCIL WATER

REGULATIONS.

THE MOST WATER EFFICIENT METHOD OF IRRIGATION IS TO BE USED, CONNECTED TO TANK SUPPLY WHERE POSSIBLE.

CONDUITS TO BE LAID TO ALL GARDEN AREAS TO PROVIDE A REGULATED COVERAGE. FLUSH AND PRESSURE TEST PRIOR TO

COMMISSIONING.

PROVIDE AS CONSTRUCTED DRAWINGS CLEARLY SHOWING LOCATION OF ALL IRRIGATION COMPONENTRY.

THE CONTRACTOR SHALL BE RESONSIBLE FOR THE CARE AND MAINTENANCE OF ALL LANDSCAPE WORKS FOR A PERIOD OF 13 WEEKS

AFTER COMPLETION.

MAINTENANCE IS TO INCLUDE MOWING OF TURF, REMOVAL AND SPRAYING OF WEEDS, PRUNING AND TRIMMING OF SHRUBS WHERE

REQUIRED, REPLACEMENT OF DEAD OR DISEASED PLANT STOCK AND CORRECT WORKING OF IRRIGATION SYSTEM.

WATER IS TO BE PROVIDED TO ALL SOFT LANDSCAPING AT A REQUIRED RATE DURING THE ESTABLISHMENT PERIOD TO ENSURE

HEALTHY AND VIGOROUS GROWTH.

element design

TM

PLANT SCHEDULE

GROUNDCOVER SPECIES

Code Botanical Name Common Name QuantitySize

Code Botanical Name Common Name QuantitySize

element design

SHRUB SPECIES

TM

Contractor to confirm plant quantities prior to ordering

(REFER ADDITIONAL NOTE)

Tree Planting Distances from Services

ED 14178 OPW - 03 B

issue

Date 15 MAY 2014Scale

Design DrawnSheet 03 OF 03

JV

CLIENT

DWGTITLE

JV

PHI xan Philodendron "Xanadu" Xanadu

4200 pot

DIE bic Dietes bicolor Wild Iris

4200 pot

TRA tri Trachelospermum 'Tricolour' Tricolour Jasmine 140 pot10

CAL GBF Callistemon "Great Balls of Fire" Great Balls of Fire

6200 pot

Cover Sheet MURPHY BUILDERS QLDa. All sizes of timber members deduced from AS 1684 c. Sizes of...

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Transcript of Cover Sheet MURPHY BUILDERS QLDa. All sizes of timber members deduced from AS 1684 c. Sizes of...