single storey dwelling - mcamdesign.com.aumcamdesign.com.au/wp-content/uploads/2018/06/...client:...

GSPublisherVersion 286.26.100.67

DRAWING SCHEDULESHEET

WD-02WD-03WD-04WD-05WD-06WD-07WD-08WD-09WD-10WD-11WD-12WD-13WD-14WD-15

NAMECOVERINDEXSITE PLANLANDSCAPE PLANGENERAL NOTESFLOOR PLANELEVATIONSELEVATIONSSECTIONROOF PLANELECTRICAL PLANWINDOW & DOOR SCHEDULEDETAILSENERGY RATING SUMMARYMATERIALS & FINISHES

ISSUE DATE REMARKS

Intrax Consulting Engineers Pty Ltd ABN: 31 106 481 252

Head Office: 35 Bank St, South Melbourne VIC 3205 P: 03 8371 0100 F: 03 8371 0199

www.intrax.com.au

Site Classification AS2870-2011 Residential Slabs and

Footings

Date: 03/7/2017

Date of Fieldwork: 1/7/2017

Site Number: 97003

Site Address: Lot. 1251, Clifton Circuit, Tarneit, Vic, 3029

Client: Omaxe Homes

Summary of Assessment Results

Site Classification:

“P” in accordance with AS2870-2011

Wind Rating:

“N1” in accordance with AS4055-2012

Bushfire Attack Level:

“N/A” in accordance with AS3959-2009

AREAS: SQMETERES SQUARES

GROUND FLOOR 234.00 25.16

GARAGE 37.00 3.98

PORCH 8.00 0.86

ALFRESCO 15.00 1.61

Total: 294.00 31.61

COVERAGE 57%

PERMEABILITY 35%

IMPERMIABILITY 8%

Plot Date:

MCam BuildingDesign P/L

11 Redrck Road Wollert 3750

Phone: 9- Mobile: 0425349797Web: www.mcambuildingdesign.com

PROJECT:

CLIENT NAME:

TITLE:

SCALE: SHEET No.

JOB No.

ISSUE

DRAWN

SINGLE STOREY DWELLING

JASPREET KAUR

INDEX

1251 M.C

LOT 1251 CLIFTON CIRCUITTARNEIT VIC As indicated on drawings

WD-02

CHECKED BY:

M.A.C.

8/11/16

DATE:

NORTH POINT

15/06/2018

I:\SEAGATE FILES\OMAXE HOMES 2017 PROJECTS\LOT 1251\LOT 1251-AD.pln


D

D.P

D.P

D.P

D.P

S.D.

EF

EF

EF

D.P

EF

EF

S.D.

D.P

D.P

4,000

1,25

0

5,541

3,972

2,74

050

0

1,200

3,268

FFL+100.20

FFL+100.14

EASE

MEN

T @ 2

m

CR

OS

SO

VER

FOO

TPA

TH

SWD

SWD

SWD

LPOD

AS OF 1.09.17

AS OF 1.09.17

AS

OF

1.09

.17

AS

OF

1.09

.17

PROPOSED NEW DWELIINGLOT 1251SITE : 512m2

DOWNPIPE TO BE DETERMINED ON SITE BYPLUMBER AT MAX 12000CTS.MAXIMUM GRADE OF 1:2 TO ALL UNRETAINEDEXCAVATIONSPROVIDE MINIMUM 1000mm CLEAR TO SKY ANYHABITABLE ROOM WINDOW

NOTES:STORMWATER SHALL BE TAKEN BE TAKEN TO LEGALPOINT OF IS HCHARGE TO THE SATISFACTION OF THERELEVENT AUTHORITY.SEWER OR SEPTIC SYSTEM SHALL BE IN ACCORDANCEWITH THE RELEVENT AUTHORITY'S REQUIREMENTS.FOOTING NOT TO ENCROACH TITLE BOUNDARIES ANDEASEMENT LINES.BUILDER IS TO CONNECT NEW DOWNPIPES TO

EXISTING STORM WATER DRAIN SYSTEM VIA90mm DIAMETER UPVC SWD WITH MINIMUM 1:80GRADE & 300mm EARTH COVER

BUILDER IS TO CHECK RUN OF EXISTING SWDSYSTEM ON SITE PRIOR TO COMMENCEMENT OFWORKS.

BUILDER TO DISCHARGE NEW DOWNPIPES OVERROOF BELOW VIA SPREADERS WHEREREQUIRED

N

SITE PLAN1:200

Plot Date:




PROJECT:

CLIENT NAME:

TITLE:

SCALE: SHEET No.

JOB No.

ISSUE

DRAWN


JASPREET KAUR

SITE PLAN

1251 M.C


WD-03

CHECKED BY:

M.A.C.

8/11/16

DATE:

NORTH POINT

15/06/2018



165 m2

D.P

D.P

D.P

D.P

S.D.

EF

EF

EF

D.P

EF

EF

S.D.

D.P

D.P

FFL+100.20

FFL+100.14

0 m2

25 m2

7 m2

6 m2

8 m2

3 m2

3 m2

LETTER BOX350DX350WX600H

500mm MINIMMGARDENBED BETWEEN

BOUNDARY & DRIVEWAY

RAISED PAVEMENT

1.8m HIGH CAPPED PRE-COATEDMETAL SHEETING PANELS FENCEWITH EXPOSED POTS(Eg. COLORBOND) IN 'GREY RIDGECOLOUR OR COLOURED TO MATCH


RETURN FENCE TO BE 1.8mHIGH CAPPED PRE-COATEDMETAL SHEETING PANELS FENCEWITH EXPOSED POTS TO FINISH1m BEHIND BUILDING LINE


ACER PLAMATUM ( ADVANCED TREE(s) AT LEAST5.0m HEIGHT AT MATURITY)

ACER PLAMATUM ( ADVANCED TREE(s) AT LEAST5.0m HEIGHT AT MATURITY)

POA SIEBERIANA(SMALL SHRUBS)

POA SIEBERIANA(SMALL SHRUBS)

COMBINATION OF LAWNAND VEGETATION

EXPOSED AGGREGATECONCRETE DRIVEWAY

CR

OS

SO

VER

FOO

TPA

TH

EASE

MEN

T @ 2

m

CR

OS

SO

VER

FOO

TPA

TH

GRASS- LONGPURPLE FLAT

GRASS- LONGPURPLE FLAT

AS OF 1.09.17

AS OF 1.09.17

AS

OF

1.09

.17

AS

OF

1.09

.17

PROPOSED NEW DWELIINGLOT 1251SITE : 512m2

N

LANDSCAPE PLAN1:200

Plot Date:




PROJECT:

CLIENT NAME:

TITLE:

SCALE: SHEET No.

JOB No.

ISSUE

DRAWN


JASPREET KAUR

LANDSCAPE PLAN

1251 M.C


WD-04

CHECKED BY:

M.A.C.

8/11/16

DATE:

NORTH POINT

15/06/2018



A

General Notes

o All materials and work practices shall comply with, but not limited to theBuilding Regulations 2006, the Building Code of Australia 2010 and allrelevant current Australian Standards (as amended) referred to therein.

o Glazing, including safety glazing, shall be installedto a size, type andthickness so as to comply with: BCA Part 3.6 for Class 1 and 10 Buildingswithin a design wind speed of not more than N3; and BCA Part B1.4 forClass 2 and 9 Buildings.

o Waterproofing of wet areas, being bathrooms, showers, shower rooms,laundries, sanitary compartments and the like shall be provided inaccordance with AS 3740 -2004: Waterproofing of Wet Areas in ResidentialBuildings.

o These Drawings shall be read in conjunction with any House EnergyRating (HER) report and shall be constructed in accordance with thestamped plans endorsed by the accredited Thermal PerformanceAssessor without alteration.

o Step sizes (other than for spiral stairs) to be:

- Risers (R) 190mm maximum and 115mm minimum- Going (G) 355mm maximum and 240mm minimum- 2R + 1G = 700mm maximum and 550mm minimum-with less than 125mm gap between open treads.

o All treads, landings and the like to have non slip finish or suitable non -skidstrip near edge of nosing.

o Provide balustrades where change in level exceeds 1000mm above thesurface beneath landings, ramps and/or treads. Balustrades (other thantensioned wire balustrades) to be:- 1000mm min. above finished surface level of balconies, landings or thelike, and- 865mm min. above finished surface level of stair nosing or ramp, and -vertical with less than 125mm gap between, and- any horizontal element within the balustrade between 150mm and760mm above the floor must not facilitate climbing where changes in levelexceeds 4000mm above the surface beneath landings, ramps and/ortreads.

Wire balustrade construction to comply with BCA2010 Volume 2 Part3.9.2.3 for Class 1 and 10 Buildings and BCA 2010 Volume 1 Part D2.16for other Classes of Buildings.

o Hand rails to be 865mm minimum above stair nosing and landings.

o Window sizes nominated are nominal only. Actual size may vary accordingto manufacturer. Windows to be flashed all around.

o Where the building (excludes a deta ched Class 10) is located in a termiteprone area, the area to underside of building and perimeter is to betreated against termite attack.

o Concrete stumps:- up to 1400mm long to be 100mm x 100mm (1 No. H.D. Wire)- 1401mm to 1800mm long to be 100m m x 100mm (2 No. H.D. Wires)- 1801mm to 3000mm long to be 125mm x 125mm (2 No. H.D. Wires)- 100mm x 100mm stumps exceeding 1200mm above ground level to

be braced where no perimeter base brickwork provided.

o For buildings in marine or other exposure environments shall havemasonry units, mortar and all built in components and the like complyingwith the durability requirements of Table 5.1 of AS3700-2001 MasonryStructures.

o All stormwater to be taken to the legal point of discharge to the RelevantAuthorities approval.

o These drawings shall be read in conjunction with all relevant structural andall other consultants ’ drawings/details and with any other writteninstructions issued in the course of the contract.

o Site plan measurements in me tres – all other measurements in millimetresu.n.o.

o Figured dimensions take precedence over scaled dimensions.

o The Builder shall take all steps necessary to ensure the stability andgeneral water tightness of all new and/or existing structures during allworks.

o The Builder and Subcontractors shall check and verify all dimensions,setbacks, levels and specifications and all other relevant documentationprior to the commencement of any works. Report all discrepancies to thisoffice for clarification.

o Installation of all services shall comply with the respective supply authorityrequirements.

o The Builder and Subcontractor shall ensure that all stormwater drains,sewer pipes and the like are located at a sufficient distance from anybuildings footing and/or slab edge beams so as to prevent generalmoisture penetration, dampness, weakening and undermining of anybuilding and its footing system.

o These plans have been prepared for the exclusive use by the Client ofMcam Building Design P/L (‘The Designer’) for the purpose expresslynotified to the Designer. Any other person who uses or relies on theseplans without the Designer ’s written consent does so at their own risk andno responsibility is accepted by the Designer for such use and/or reliance.

o The approval by this office of a substitute material, work practice, variationor the like is not an authorisation for its use or a contract variation. Anysaid variations must be accepted by all parties to the agreement andwhere applicable the Relevant B uilding Surveyor prior to implementing thesaid variation.

STORMWATER

100 mm DIA. Class 6 UPVC stormwater line laid to a minimum grade of1:100 and connected to the legal point of stormwater discharge. Provideinspection openings at 9000mm C/C and at each change of direction.

The cover to underground stormwater drains shall be not less than– 100mm under soil– 50mm under paved or concrete areas– 100mm under unreinforced concrete or paved driveways– 75mm under reinforced concrete driveways. TIMBER FLOOR WALL AND ROOF FRAMING

ALL WORKS TO BE CARRIED OUT IN STRICTACCORDANCE WITH AS 1684 "TIMBER FRAMINGCODE'& SUPPLEMENTARY TABLES

*REFER ENGINEER'S CIVIL PLAN

SAFETY GLAZINGSAFETY GLAZING TO BE USED IN FOLLOWING CASES:-- ALL ROOMS - WITHIN 500mm VERTICAL FROM FLOOR- BATHROOMS - WITHIN 1500mm VERTICAL FROM THE BATH BASE- LAUNDRY - WITHIN 1200mm VERTICAL FROM FLOOR AND/ OR WITHIN 300mm VERTICAL OF TROUGH- ENSUITE - AS PER BATHROOM- SHOWER SCREENS SHALL BE GRADE A SAFETY GLASS

PLASTERPROVIDE 10mm THICK PLASTERBOARD TO WALLS AND10mm THICK PLASTER TO CEILING. ALL WET AREASSHALL HAVE AN APPROVED 10 THICK WATERPROOFPLASTERBOARD OR HARDIES VILLABOARD INSTALLED INSTRICT ACCORDANCE WITH MANU. INSTRUCTIONS &SPECIFICATIONS

SMOKE ALARMSSMOKE ALARMS SHOWN ON PLANS ARE TO BEPROVIDED & INSTALLED IN ACCORDANCE WITH A.S.3786-1993. AND UNLESS INSTALLED IN AN EXISTINGPART OF A CLASS 1,2,3 OR PART OF A BUILDING THESMOKE ALARMS SHELL BE HARD WIRED WITHBATTERY BACKUP.

STORMWATER90mm DIAM. CLASS 6 UPVC STORMWATER LINE LAID TOA MINIMUM GRADE OF 1:100 AND CONNECTED TO THELEGAL POINT OF DISCHARGE AS DIRECTED BY CITYENGINEER. PROVIDE INSPECTION OPENINGS AT9000mm C/C & AT EACH CHANGE OF DIRECTION.THE COVER TO UNDERGROUND STORMWATER DRAINSSHALL BE NOT LESS THAN. - 100mm UNDER SOIL - 50mm UNDER PAVED OR CONC. AREAS - 100mm UNDER UNREINFORCED CONC. OR PAVED DRIVEWAYS - 75mm UNDER REINFORCED CONC. DRIVEWAYS

SPECIFICATIONS

SOIL CLASSIFICATIONTHESE PLANS SHALL BE READ IN CONJUNCTION WITHTHE SOIL REPORT.

FOOTINGS TO BE FOUNDED AT THE MINIMUM DEPTHSINDICATED IN THE SOIL REPORT. THE H.G.F.L.RECOMMENDS THAT FOOTINGS/ SLABS & DRAINAGE TOBE DESIGNED & INSPECTED BY AN ENGINEER TOSATISFY THEIR REQUIREMENTS.

BRICK VENEER WALLSCOMPLY WITH AS 3700 MASONRY IN BUILDINGS & AS2904 DAMP PROOF COURSES & FLASHING. USE BRICKSAS SELECTED AND M3 (1:1:6) MORTAR. USE FACE FIXINGCAVITY TIES TO AVOID HOLES IN FOIL INSULATIONMATERIAL

PROVIDE MASONRY CONTROL JOINTS ASRECOMMENDED BY SOIL TEST REPORT AND IN STRICTACCORDANCE WITH TECHNICAL NOTE CN9 OF CEMENT& CONCRETE ASSOCIATION OF AUST.

EXCAVATIONEXCAVATE FOOTINGS & DRAINS AS SHOWN. KEEPEXCAVATIONS DRY & BACKFILL WITH APPROVEDMATERIALS FREE OF ANY BUILDING DEBRIS

CONCRETEALL CONCRETE & SLABS WORK SHALL COMPLY WITHAS 2870.1-1988 "RESIDENTIAL SLAB & FOOTINGS" PARTONE: CONSTRUCTION IN THE ABSENCE OF ENGINEER'SDRAWINGS OR COMPUTATIONS

REFER TO ENGINEER'S DETAILSFLOOR JOISTS

REFER TO ENGINEER'S DETAILSLINTELS

F1739002700270090 x 70

F521002700270090 x 90

F515002700270090 x 70

F59002400240090 x 45STUDS -AT SIDESOF THEOPENINGS

F5450-300090 x 70

F5450-270090 x 45

F5600-240090 x 45STUDS COMMON

F5-60060090 x 70TOP ANDBOTTOM PLATE

SIZES FOR LOWER STOREY OF 2 STOREY CONSTRUCTION

TIMBER FRAMINGSCHEDULE

STRESS GRADE F17 REFERS TO SEASONED HARDWOODSTRESS GRADE F8 REFERS TO UNSEASONED HARDWOODSTRESS GRADE F7 REFERS TO UNSEASONED OREGONSTRESS GRADE F5 REFERS TO SEASONED RADIATA PINE

ROOF BATTENS

BRACING

F8900900-75 X 38

METAL STRAP - REFER A.S. 1684

F51350-60070 x 35NOGGINGS

F17--3600290 X 45

F17--3200240 X 45

F17--3000240 X 35

F17--2400190 x 35

F17--1900140 X 35

F17--130090 x 35LINTELS(REFER TRUSSDESIGN)

F515003000300090 x 90

F527002700270090 x 90

F518002700270090 x 70

F530002400240090 x 70

F511502400240090 x 45STUDS-AT SIDESOF OPENING

F54503000300090 x 45

F56002700270090 x 35

F56002400240090 x 35STUDS-COMMON

F5-60060090 x 45TOP PLATE

F5-60060090 x 45BOTTOM PLATE

SIZES FOR SINGLE STOREY AND UPPER STOREY OF 2 STOREY CONSTRUCTION

SIZEMEMBER MA

XIM

UM

STR

ES

S G

RA

DE

MA

XIM

UM

SP

AC

ING

CO

NT.

OVE

R 2

SP

AN

S

SU

PP

. AT

2P

OIN

TS

EFFECTIVE ROOF LENGTH - 12000

CEILING HEIGHT - 3000

MAX. SPANFRAMING TIMBER

600510

620

600 SERIESSTANDARD

STANDARD

PARTICLEBOARD SHEET FLOORING19 THICK RADIATA PINE

19 THICK VICTORIAN HW

JOIST SPACINGGRADEFLOORING MATERIAL

Plot Date:




PROJECT:

CLIENT NAME:

TITLE:

SCALE: SHEET No.

JOB No.

ISSUE

DRAWN


JASPREET KAUR

GENERAL NOTES

1251 M.C


WD-05

CHECKED BY:

M.A.C.

8/11/16

DATE:

NORTH POINT

15/06/2018



B

820

820

820

820

820

820

820

820

720 720

820

720

720

W-03

W-02

W-01

W-13W-11 W-12

W-04W-06W-07 W-05

W-08

W-09

W-15W-14W-10

F

D.P

METERBOXHWS

D.P

D.P

D.P

S.D.

EF

EF

EF

D.P

EF

EF

S.D.

D.P

D.P

240 4,086BED 4

90 8,061FAMILY

90 3,914THEATRE

90 2,205PDR

90 4,922MASTER ENS.

240

240 1,455WIR

901,455WIR

90996 90 8,061

FAMILY90 3,914 90 1,215

SH

90900WC

90 4,922 240

230 3,946 240 6,971KITCHEN/ MEALS 90

1,000REF

902,074WIP

90 1,750STORE

90 2,115ENS.

180 4,922WIR

240

1,347 2,100 1,430 2,260 1,670 2,000 1,910 1,800 830 900 470 1,800 5,510

90 8,061FAMILY

180 5,419 3,547 240

240 1,455WIR

901,455WIR

90996

901,350 350 3,557

BULKHEAD350 2,453 90 2,690 300

60090 1,829 3,547 240

384240

240 3,000 90 3,513 90 3,000 90 76390

1,000 90510

90 3,590 90

240 3,000BED 3

90 1,500WC

90833

901,000

L90 3,000

BED 290 763 90 1,600 90 3,590 90

90 3,513BATH

90 3,000BED 2

90 763 90 1,600L'DRY

90 3,590LOUNGE

90 6,000GARAGE

240 1,781 580

6,110 700 590 1,800 1,790 1,450470

600

4,176 19,852 732

624

16,006 6,480 2,361

1,19

060

01,

578

2,00

047

01,

300

822

4,80

050

0

240

1,97

8S

TOR

E90

3,50

0TH

EA

TRE

901,

508

180

4,18

3LO

UN

GE

240

240

2,48

7E

NS

.90

1,50

0W

C/ S

H

901,

191

PD

R

901,

510

180

5,64

2G

AR

AG

E24

0

240

1,97

8W

IP90

3,50

0TH

EA

TRE

901,

300

388

4,18

4LO

UN

GE

240

240

1,27

8W

IR18

03,

900

MA

STE

R E

NS

.90

1,60

0E

NTR

Y90

5,64

2G

AR

AG

E24

0

5,83

81,

300

6,12

2

13,2

60

240

7,74

0FA

MIL

Y/ M

EA

LS/ K

ITC

HE

N90

2,00

0R

OB

E90

1,61

0W

IL24

0

240

7,74

0FA

MIL

Y/ M

EA

LS/ K

ITC

HE

N90

1,24

6P

AS

S.

9041

390

1,86

1B

ATH

TA

B24

0

240

3,00

0B

ED

490

1,30

0W

IR90

3,40

0B

ED

324

0

950

2,46

024

01,

190

1,80

02,

270

1,80

01,

300

3,65

08,

360

1,25

0

1,20

03,

959

710

3,000 1,200

350

903,

700

BE

D 2

240

240

3,41

024

03,

000

901,

300

WIR

9094

690

900

WC

901,

374

BA

TH24

0

13,2

60

849 8493,225

573

830

24,847

24,847

230

3,42

0A

LFR

ES

CO

240

600

388 300

180

230

230

1,20

01,

200

470

180

410

350

350 3,557

1,200853

18039

390 1,

120

LIN

EN

902,

490

L'D

RY

240

240

730

RE

F

1,350

2,453

1,950740

FFL+100.200

FFL+100.137

CJCJ

CJCJ

CJ

CJ

CJ

CJ

CJ

CJCJ

CJCJCJCJ

FAMILY

KITCHEN

THEATRE

MASTERENSUITE

DOUBLEGARAGE

ENTRYPORCH

WIR

PDR

WC

ENSUITEWIPALFRESCO

BED 4

BED 3 WC LINEN

BATHBED 2

ROBE

WIL

LIN

EN

LAUN

DRY

LOUNGE

149mmSTEPDOWN( CONC.)

149mmSTEPDOWN( CONC.)

STEPDOWN( CONC.)

ROBE

STORE

WIR

WIR

BULKHEAD

BULKHEAD

PASSAGE

D-1

D-2

D-3 D-4

Toughened glass and non-combustible architraves

Toughened glass and non-combustible architraves

C

A

D

B

YY

RG

W

DW

RG

MEALS

N

FLOOR PLAN1:100

Plot Date:




PROJECT:

CLIENT NAME:

TITLE:

SCALE: SHEET No.

JOB No.

ISSUE

DRAWN


JASPREET KAUR

FLOOR PLAN

1251 M.C


WD-06

CHECKED BY:

M.A.C.

8/11/16

DATE:

NORTH POINT

15/06/2018



D

2,70

0

2,76

3

2,70

0

400

400

2,75

7

450450

91

500

SELECTED CONCRETETILED ROOF@ 22.5O PITCH SELECTED CONCRETE

TILED ROOF@ 22.5O PITCH

FEATURE RENDERED

CUTT

TIMBER HORIZONTALSLATS FEATURE TO FRONT PORCH

CL

FL

CL

FL

POR

. OPE

NIN

G

(GAR

. FLR

-LIN

T.)

EAVE

EAVE

TOP

OF

PIER

RAISEDPORCH CL

TITL

E BO

UN

DAR

Y

2,35

7

FEATURE TILED PORCHCOLUMNS AS SELECTED

RENDERED BRICK WORK

48000mm WIDE X 2400MMHIGH SECTIONAL LIFT DOOR

RENDERED PORCH COLUMNSAS SELECTED

NGLNGL

2,70

050

0

2,70

0

2,75

7

2,35

7

89 58

3,17

6

SOLAR PANEL

SELECTED CONCRETETILEDROOF@ 22.5O PITCH


TIMBER HORIZONTALSLATS FEATURE TO

FRONT PORCH

CUTTFILL

CL

FL

CL

FL

TOP

OF

PIER

RAISEDPORCH CL

3.2m MAX. HEIGH WALLON BOUNDARY

FACE BRICKWORK

ALLUMINIUM WINDOWS TOSIDE & REAR ELEVATIONSUNLESS NOTED OTHERWISE

RENDERED PORCH COLUMNSAS SELECTED

NGLNGL

NEXTGENBUILDING

SURVEYORS PTYLTD

BUILDINGPERMIT

ISSUED 27/06/2016

NUMBER BS-U 42299-20160351/0

RELEVANT BUILDING SURVEYOR

Bang Quach

BS-U 42299

ELEVATION - A1:100

ELEVATIONS - B1:100

Plot Date:




PROJECT:

CLIENT NAME:

TITLE:

SCALE: SHEET No.

JOB No.

ISSUE

DRAWN


JASPREET KAUR

ELEVATIONS

1251 M.C


WD-07

CHECKED BY:

M.A.C.

8/11/16

DATE:

NORTH POINT

15/06/2018



D

2,70

0

2,70

0

450

500

SELECTED CONCRETETILED ROOF@ 22.5O PITCH

SELECTED CONCRETETILED ROOF@ 22.5O PITCH

ALLUMINIUM WINDOWS TOSIDE & REAR ELEVATIONS

UNLESS NOTED OTHERWISE

FL

CL

HWS

MB

EAVE

FL

CL

RAISEDPORCH CL

FACE BRICKWORK FEATURE TILED PORCH COLUMNSAS SELECTED

FACE BRICKWORK

NGL

NGL

2,70

0

2,70

0

2,76

3

136 46

FACE BRICKWORK

370X370mm BRICK PIERS

ALUMINIUM SLIDINGSTACKING DOOR

FILLFILL

SOLAR PANELALLUMINIUM WINDOWS TOSIDE & REAR ELEVATIONSUNLESS NOTED OTHERWISE



FL

CL

FL

CL

EAVE

(GAR

. FLR

-CEI

L.)

NGL NGL

NEXTGENBUILDING

SURVEYORS PTYLTD

BUILDINGPERMIT

ISSUED 27/06/2016

NUMBER BS-U 42299-20160351/0


Bang Quach

BS-U 42299

ELEVATION - D1:100

ELEVATION - C1:100

Plot Date:




PROJECT:

CLIENT NAME:

TITLE:

SCALE: SHEET No.

JOB No.

ISSUE

DRAWN


JASPREET KAUR

ELEVATIONS

1251 M.C


WD-08

CHECKED BY:

M.A.C.

8/11/16

DATE:

NORTH POINT

15/06/2018



B

2,70

0

2,70

0

PLASTERBOARD TO INTERNALWALL AND CEILING LINING

SELECTED CONCRETETILED ROOF@ 22.5O

PITCH

SELECTED CONCRETETILED ROOF@ 22.5OPITCH

KITCHENLAUNDRY

LINEN ENTRY FAMILY

TITL

E BO

UN

DAR

Y

CONCRETE SLAB AS PERENGINEERINGCONSULTANTS DRAWINGS& SPECS.

PRE-FABRICATED TIMBER ROOF TRUSSESAT 600 ACCORDANCE, WITH MANUFACTURER'S SPECIFICATION &RECOMMENDATIONS

CL

FL

CL

FL

PRIOR CONSTRUCTION, CHECK ENGINEERS SPECIFICATIONS FOREXACT WAFFLE POD SLAB CONSTRUCTION DETAILS

NEXTGENBUILDING

SURVEYORS PTYLTD

BUILDINGPERMIT

ISSUED 27/06/2016

NUMBER BS-U 42299-20160351/0


Bang Quach

BS-U 42299

NEXTGENBUILDING

SURVEYORS PTYLTD

BUILDINGPERMIT

ISSUED 27/06/2016

NUMBER BS-U 42299-20160351/0


Bang Quach

BS-U 42299

timber Framing Code AS 1684.4

Provide timber trussed roof as permanufacture design and layout.

Provide Waffle Pod Slab as per engineersspecification and computation. (refer toengineers slab drawings)

All timber construction to comply with Lighttimber Framing Code AS 1684.4

SECTION- Y-Y1:100

Plot Date:




PROJECT:

CLIENT NAME:

TITLE:

SCALE: SHEET No.

JOB No.

ISSUE

DRAWN


JASPREET KAUR

SECTION

1251 M.C


WD-09

CHECKED BY:

M.A.C.

8/11/16

DATE:

NORTH POINT

15/06/2018



CEILING HEATING DUCT OUTLET (APPX. LOCATION)

RETURN AIR (IN WALL)

THERMOSTAT

COOLING UNIT(APPX. LOCATION)EXACT LOCATION SUBJECT TO CONTRACTORS DISCRETION

HEATING UNIT Inc. DOUBLE P.POINT & LIGHT POINT(APPX.LOCATION) EXACT LOCATION SUBJECT TO CONTRACTORSDISCRETION

EVAP. COOLING DUCT OUTLET(APPX. LOCATION)

AIR-CONDTIONER UNIT Inc. ISOLATOR (APPX. LOCATION)EXACT LOCATION SUBJECT TO CONTRACTORS DISCRETION

GROUND FLOOR CEILING SPEAKER GRILLE LOCATED UNDERFIRST FLOOR BATH/SPA WASTE (APPX. LOCATION)

CEILING FAN

CEILING FAN WITH LIGHT

LED SPOTLIGHT - SINGLE (HEIGHT VARIES)

LED SPOTLIGHT - DOUBLE (HEIGHT VARIES)

DIMMER LIGHT SWITCHD

HEATER/FAN (NO LIGHT)

HEATER/FAN & LIGHT

1200 FLUORO - DOUBLE

MOTION SENSOR

JUNCTION BOX (Height Varies)

1200 FLUORO - SINGLE

1200

1200

JB

2 GLOBE

4 GLOBE - HEATER/FAN & LIGHT -

F

METERBOXHWS

S.D.

EF

EF

EF

EF

EF

METERBOX

EF

S.D.

TP

WP

WP

TV

TV

TV

TV

TV

WP WP

WP WP

S.D.

FAMILY

KITCHEN

THEATRE

MASTERENSUITE

DOUBLEGARAGE

ENTRY PORCH

WIR

PDR

WC

ENSUITEWIP

ALFRESCO

BED 4

BED 3 WC LINEN

BATHBED 2

WIR

WIL

LIN

EN

LAUN

DRY

LOUNGE

STORE

ELECTRICAL LEGEND

SINGLE GPO AT 300mm

DOUBLE GPO AT 300mm

SINGLE GPO AT 1050mm

DOUBLE GPO AT 1050mm

SINGLE GPO AT 1500mm

DOUBLE GPO AT 300mm

BATTEN LIGHT HOLDER

LED DOWNLIGHT FIXED

FLURO WALL LIGHT

MOVEMENT SENSOR

METER BOX

EXHAUTS FAN

SMOKE ALARM TO AS3786

T.V. OUTLET HIGH

TELEPHONE POINT

SINGLE ATER PROOF GPO AT 300mm

DOUBLE WATER PROOF GPO AT 300mm

T.V. OUTLET LOW

SINGLE GPO AT Ceiling

2-WAY LIGHT CIRCUIT

LIGHT CIRCUIT

LED DOWNLIGHT GIMBLE

FLURO LIGHT TUBE

FLOOD LIGHT WALL

SINGLE GPO AT Ceiling

RG

W

DW

RG

MEALS

Pag

e3

AIR LEAKAGE

- 3.12.3.1 – All chimneys and flues to be fitted with self closing dampers.

- 3.12.3.2 – All roof lights must be sealed or capable to be sealed.

- 3.12.3.3 – All external windows and doors are to be fitted with weather-strips.

- 3.12.3.4 – Self-closing damper to all the exhaust fans.

- 3.12.3.5 – Seal any avenues of air leakage through the building envelope by caulking, skirting,

architraves, cornices or the like.

LIGHTING

- Downlights have been included in this assessment: Yes/

- All lighting in the dwelling will be designed at 5W/m2 or better.

- All lighting on the verandah, balcony will be designed at 4W/m2 or better.

- All lighting in the garage will be designed at 3W/m2 or better. - Artificial lighting around the perimeter of the building must be controlled by a daylight sensor.

ARTIFICIAL LIGHTING AND CEILING PENETRATION CALCULATIONS

Dwelling Watts Number Total Watts Area Maximum W/m2 Allowable Watts

LED Downlight 11 39 429

Batten Holder 15 9 135

0

0

0

Porch/Alfresco Watts Number Total Watts Area Maximum W/m2 Allowable Watts


0

0

Garage Watts Number Total Watts Area Maximum W/m2 Allowable Watts


0

0

Total Watts 627.0 Allowable Watts 1373.0

Compliance

Note: All external lighting must be controlled by a daylight sensor for have a minimum efficiency of 40 lumens per watt.

Penetration Type Area (m2) Number Area Penetration Area Dwelling Area Penetration Percentage

Downlight 0.02 0

Exhaust Fan 0.02 0

Rangehood 0.02 0

0

0

0

6-Star Required Insulation

Updgraded Insulation

0.000 234.0 0.000

PASS

Lighting

Insulation Penetration

234.0 5.0 1170.0

23.0 4.0 92.0

37.0 3.0 111.0

Pag

e3

AIR LEAKAGE







LIGHTING









0

0

0



0

0



0

0


Compliance



Downlight 0.02 0

Exhaust Fan 0.02 0

Rangehood 0.02 0

0

0

0



0.000 234.0 0.000

PASS

Lighting


234.0 5.0 1170.0

23.0 4.0 92.0

37.0 3.0 111.0

ELECTRICAL PLAN1:100

NOTE:DOWN LIGHTS1 - ALL DOWN LIGHTS MUST BE LED TYPE.2- IF INSTALLED WHERE OTHER NON CEILINGPENETRATIONG FITTINGS ARE SPECIFIED, FITTINGS MUSTHAVE AN AN APPROVED NON VENTILATED COVER.Approved to AS/NZS 5110:2012 non-ventilated covers allowfor the insulation to be closely installed to the sides andenables an R-value above the LED Luminaire via the materialof the Downlight cover itself.

BPlot Date:




PROJECT:

CLIENT NAME:

TITLE:

SCALE: SHEET No.

JOB No.

ISSUE

DRAWN


JASPREET KAUR

ELECTRICAL PLAN

1251 M.C


WD-11

CHECKED BY:

M.A.C.

8/11/16

DATE:

NORTH POINT

15/06/2018



A

WINDOW SCHEDULEID

W-01

W-02

W-03

W-04

W-05

W-05

W-06

W-07

W-08

W-09

W-10

ELEVATION W x H Size

600×2,100

600×2,100

1,400×2,100

600×1,800

600×1,800

600×1,940

1,800×1,200

700×900

1,800×1,200

1,800×1,200

2,100×1,200

HEAD HT

2,340

2,340

2,340

2,100

2,100

2,340

2,340

2,300

2,340

2,340

2,200

TYPE

AWNING

AWNING

FIXE

AWNING

AWNING

EMPTY

SLIDING

AWNING

SLIDING

SLIDING

SLIDING

FRAME

ALUMINIUM

ALUMINIUM

ALUMINIUM

ALUMINIUM

ALUMINIUM

EMPTY

ALUMINIUM

ALUMINIUM

ALUMINIUM

ALUMINIUM

ALUMINIUM

COMMENTS

FEATURE HOLE IN THE LOUNGE

TOUGHENED GLASS AND NON-COMBUSTIBLE ARCHITRAVES

WINDOW SCHEDULEID

W-11

W-12

W-13

W-14

W-15

ELEVATION W x H Size

2,260×2,200

2,000×600

1,800×600

900×900

1,800×510

HEAD HT

2,340

1,600

1,600

2,340

2,340

TYPE

SLIDING

AWNING

AWNING

FRAME

ALUMINIUM

ALUMINIUM

ALUMINIUM

ALUMINIUM

ALUMINIUM

COMMENTS

TOUGHENED GLASS AND NON-COMBUSTIBLE ARCHITRAVES

DOOR SCHEDULEID

D-1

D-2

D-3

D-4

ELEVATION W x H Si...

1,200×2,340

2,460×2,340

1,450×2,100

820×2,340

HE...

2,340

2,340

2,100

2,340

TYPE

SLIDING

SLIDING

FRAME

TIMBER

ALUMINIUM

ALUMINIUM

COMMENTS

DESIGNED1200 ENTRY DOOR

ALUMINIUM FRAMED STACKERSLIDING DOUBLE GLAZED DOORS

ALUMINIUM FRAMED SLIDINGGLASS DOORS

EXTERNAL 820 GARAGE DOOR

Plot Date:




PROJECT:

CLIENT NAME:

TITLE:

SCALE: SHEET No.

JOB No.

ISSUE

DRAWN


JASPREET KAUR

WINDOW & DOOR SCHEDULE

1251 M.C


WD-12

CHECKED BY:

M.A.C.

8/11/16

DATE:

NORTH POINT

15/06/2018



A

25 mm

Toe Under

(R)

RISER

190

max

.

'R'

Stairs 190

Max.

'G'

(2R+G)

Min.

550

QUANTITY

250

Min.

250 min.

355

Max.

115

Min.

700

Max.

GOING

(G)

GOING AND RISERS SHALL NOT EXCEED FOLLOWING:

275 x 50 TREADS

250 x 50 STRINGER

OPENINGS WITHINTHE OPEN STAIR TOBE MAX. OF 125mm

TREADS TO HAVE ANON-SKID STRIP NEAREDGE OF NOSING

HANDRAILS SHALL BE PROVIDED ALONG EACH SIDE OF ASTAIRWAY IF THE WIDTH OF THE STAIRWAYS EXCEEDS2000mm.

THE WIDTH OF A STAIR (MEASURED CLEAR OF HANDRAILSAND OBSTRUCTIONS) SHALL BE CONSTANT.BALUSTRADES TO BE CONSTRUCTED IN A WAY THAT ANYOPENINGS DOES NOT PERMIT A 125mm SPHERE TO PASSTHROUGH IT AND FOR BOTTOM RAILS THE SPACE IS TESTEDABOVE THE NOSINGS.

DO-7 GLAZING REQUIREMENTS FOR BATHROOMS ETC

D-01 TYPICAL LOCATIONS OF CONTROL JOINTS

D-02 TYPICAL CONTROL JOINTS DETAILS

D-O4 INSTALLTIN OF SILL & HEAD FLASHINGS

D-O3 FLASHINGS TO EXTERNAL WALL OPENINGS

Plot Date:




PROJECT:

CLIENT NAME:

TITLE:

SCALE: SHEET No.

JOB No.

ISSUE

DRAWN


JASPREET KAUR

DETAILS

1251 M.C


WD-13

CHECKED BY:

M.A.C.

8/11/16

DATE:

NORTH POINT

15/06/2018



A

Lot 1251 Clifton Circuit, Tarneit

12/7/2017

Thermal Assessment

Pag

e2

Thermal Energy Report Building Specification Requirements

Star Rating: 6.0 stars

The below items have been added to the proposed building in order to gain the given rating as per the

attached report. Please read these items in conjunction with the attached report and plans as stamped and

endorsed.

Please note: the below items are minimum requirements that must be incorporated and installed correctly for

the building to achieve the rating given. Please ensure that all minimum B.C.A requirements are met as

required.

Specification Inclusion List as follows;

CEILINGS

- R5.0 bulk insulation in the ceiling of the roof excluding the Garage

FLOORS

- No insulation required

WALLS

- R1.5 bulk insulation with 1 layer of breathable membrane wrap to all the external walls excluding the Garage

- R1.5 bulk insulation in the internal Garage walls

WINDOWS

- D1 is to be timber framed single glazed clear glass with a minimum U- value & SHGC as listed below

WINDOW TYPE U-VALUE SHGC

Casement 5.4 0.56

- All other windows and glazed doors are to be aluminium single glazed clear glass with a minimum U- value & SHGC as listed below

WINDOW TYPE U-VALUE SHGC

Awning, Casement 6.7 0.57

Fixed, Sliding 6.7 0.70

Pag

e3

AIR LEAKAGE







LIGHTING









0

0

0



0

0



0

0


Compliance



Downlight 0.02 0

Exhaust Fan 0.02 0

Rangehood 0.02 0

0

0

0



0.000 234.0 0.000

PASS

Lighting


234.0 5.0 1170.0

23.0 4.0 92.0

37.0 3.0 111.0

Pag

e4

GENERAL NOTES

The building materials listed in these reports are the minimum requirement needed to achieve the

listed Star Rating required. All State, Territory & Federal; building standards and regulations still

need to be adhered to.

All insulation is to be supplied and installed as per Australian Standards & required regulations.

Holes, rips and penetrations through Sisalation, Reflective Foils and Insulation Wraps must be

sealed or repaired.

Insulation batts and blankets are not to be compressed when being installed and all voids must

be completely filled.

Insulation is to be laid over all manhole lids, ensuring a continuous layer of insulation. No ceiling

penetrations have been entered for man holes. Glass window and glass door sizes are not to be increased; it will change the rating of this

report.

Total System 'U-Value' - The glass windows and/or glass doors supplied must equal and/or can

be less than the 'U-Values" listed in this report.

Total System 'SHGC' - The glass windows and/or glass doors supplied should not be greatly

reduced or increased (a 5% variance is acceptable) than the Total System 'SHGC' Values listed in

this report.

All downlights and exhaust fans that penetrate the ceiling must be sealed.

If any details are changed on this project as listed above then this report may be invalid and will

need to be re assessed to meet the minimum star rating required; there will be an additional

cost to re issue this report and also re stamping the amended working drawings if required.

(NCC 2016: V2, BCA) This Thermal Performance Assessment meets the 6 Star Rating required

as laid out in the NCC 2016, BCA V2, Class 1 and Class 10 Buildings

(NCC 2016: V2, BCA) It is also the responsibility of the developer, builder and/or owner builder

that the following sections of the NCC 2016, BCA Volume 2, comply; 3.12.1.1 Building fabric

thermal insulation; 3.12.1.2(c) & 3.12.1.4(b) Thermal breaks; 3.12.1.5(c) & 3.12.1.5(d) Floor edge

insulation & Part 3.12.3 Building Sealing.

(NCC 2016: V2, BCA - Victoria) In the case of a new Class 1 building, it must have either a

rainwater tank connected to all sanitary flushing systems or a solar water heater system.

See above for ceiling penetration calculations or a re-rating is required.

Plot Date:




PROJECT:

CLIENT NAME:

TITLE:

SCALE: SHEET No.

JOB No.

ISSUE

DRAWN


JASPREET KAUR

ENERGY RATING SUMMARY

1251 M.C


WD-14

CHECKED BY:

M.A.C.

8/11/16

DATE:

NORTH POINT

15/06/2018



A

2

6 3

7

8

11

59

4 10

2

6

6

3

5

MATERIALS & FINISHES

NO

MATERIALS/DESCRIPTION TYPES/FINISHES COLOUR

5

GARAGEDOOR

STANFORD PANEL LIFTWALNUT COLOURWITH REMOTE CTRL

1 BRICKSHOMETEAD TANAUSTRAL BRICK

7

ENTRY DOOR TIMBER LOOK

2

DRIVE WAY

3

ROOF TILES 8

GUTTERS ,FASCIER &

4

ALUMINIUMFRAME

WINDOWS9

FENCE

PORCH( L-SHAPEPILLAR )

10

EXPOSED AGGREGATE

FEATURETIMBERCLADDING

13

SPOUTING &DOWNPIPE

11

TIMBER LOOK

PORCH( BIG PILLAR)

DULUX®

BLACK

BLACK

TILE

MAGNUM( BRISTILE ROOFING)

COLOURS DISPLAYED ABOVE MAY APPEAR DIFFERENT TO ACTUAL COLOURS DUE TO PRINTER

BLACK

BLACK

6 12

PROFILE :STANDFORD- ECOGARAGE DOOR

CAPPED PRE-COATEDMETAL SHEETING PANELSFENCEWITH EXPOSED POTS(Eg. COLORBOND) IN 'BLACKRIDGECOLOUR OR COLOURED TOMATCH

FACADE CASPER WHITE QUATER

Plot Date:




PROJECT:

CLIENT NAME:

TITLE:

SCALE: SHEET No.

JOB No.

ISSUE

DRAWN


JASPREET KAUR

MATERIALS & FINISHES

1251 M.C


WD-15

CHECKED BY:

M.A.C.

8/11/16

DATE:

NORTH POINT

15/06/2018


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