Residential Design - Clifton Terrace

PROJECT 2

118 CLIFTON TERRACE

GSEducationalVersion GSPublisherEngine 368.35.40.100

JULIA HAMILTON

160 .6 M

RETAINING WALL

8M

POOL AREA

LAWN AREA

COURTYARD

AD RO

750

RETAINING WALL

32,

A AM OR PAN

65.

RETAINING WALL

31,884

RETAINING WALL

163

100

DRIVEWAY

ING CK DE

PATHWAY

,0 5

HOUSE

6

DRIVEWAY

15

5

ALL RETAINING W

16

0

26

PATHWAY

DECK

SCALE 1:200

PROJECT 2

118 CLIFTON TERRACE, SUMNER GSEducationalVersion GSPublisherEngine 368.35.40.100

1:

10

0

FA LL

M

IN IM

UM

L OT 40-42 D P 2622

ALTERNATIVE DRIVEWAY OPTION DEPENDANT ON PRICING

145

1

SITE PLAN

N

TC E

5M

.8 M

5.

PO W ER W AT ER SUP 10 PL SU 0M Y W AS M U PPL Y PV TE C W S AT ER TOR M W AT ER

54

11

17,296

SITE PLAN

42,877

22,229

CL IFT ON

4571 CANTERBURY LOT 40-42 2622 6437M TBC CLIFTON TCE & PANORAMA RD

150

IDENTIFIER LAND REGISTRATION LEGAL DESCRIPTION DEPOSITED PLAN TOTAL AREA SERVICES ACCESS

DRAWINGS SCALED TO A2 SHEET CLIENTS

CALEB & JULIA

SCALE

DESIGNER

JULIA HAMILTON

NUMBER IN SET

SHEET NO 1:200 10

1

N

83

9 66 4 ,7

3

30

6 ,0

00

0

E F IR

,9 8

68

0

1,170

22

80

50

00

6 ,0

00

00

5 ,2

E F IR

1 ,0

1 ,2

8

00

3 ,1

64

6 ,0

5 ,0

51

0

,3 5

00

80

11

0

3 ,2

64

1,665 140

5 ,8

SCULLERY 2 ,2

85

90

-600 KITCHEN

GARAGE

3 ,2

1

3 ,4

00

85

0

83

7 ,8

00

+2,700

LIVING

25

3

86

7 ,9

51

DINING

VOID

14

BEDROOM

204

90

140

873

0

3 ,2

ENSUITE UP

90

2,000 116

2,230

2,016 800

2,726

90

90 STORAGE

9

43

01

33

0

20,245

4,000

16

90

4,891

4,000

2,751 90 90

4,909 140

FINISHED FLOOR LEVEL SMOKE DETECTOR

3 ,0

00

3,300

2,700

FIRST FLOOR PLAN

14

0

700

2 ,0

48

140

28

3

-600

1,911

90

38

5

4,908 90

ENSUITE

1,911

2,661

801 90

90

BEDROOM

5,369

6,468

2 ,6 14

1,556 4,876

3

90

0

-600

4 ,0

14

1,436

BATHROOM

21

89

WARDROBE

79

2,178

1 ,4

1 ,8

90

338

1,200

WC

BEDROOM 17,688

22

90

23,968

2 ,2

51

0 FFL

92 3 ,7

1,400

5,000

HWC

95

OFFICE

UP

ENTRY

+2,700

2,992

3 ,7

2,992

4,245

2

EXTERNAL LIVING

D 8

1,178

6,280

DN

90

4,400

6,280

0

LIVING

6,420

SCALE 1:100

SECOND FLOOR PLAN SCALE 1:100

1

PROJECT 2

118 CLIFTON TERRACE, SUMNER GSEducationalVersion GSPublisherEngine 368.35.40.100

FLOOR PLAN FIRST FLOOR & SECOND FLOOR PLAN

DRAWINGS SCALED TO A2 SHEET CLIENTS

CALEB & JULIA

SCALE

DESIGNER

JULIA HAMILTON

NUMBER IN SET

SHEET NO 1:100 10

2

LANDSCAPING

COURTYARD

OW ND WI

-600

0

ING CK DE

PAVERS (90X90MM)

AT SE

1 ,9 50 CE LA EP F IR

JSC CEDAR WEATHERBOARDS FIXED OVER 18MM VERTICAL CAVITY BATTENS ON STEEL FLUE

1 ,8 20

PAINTED FINISH 10MM GIB PLASTERBOARD

OW ND WI

LIVING

AT SE

SOLID TIMBER FLOORING (2130x240x14MM)

1 ,9 50

70

0

CEASARSTONE KITCHEN BENCHTOP

-600

KITCHEN

DN

0 LEVEL ENTRY FROM INSIDE TO OUTSIDE POWDERCOATED APL ARCHITECTURAL 158MM SERIES DOUBLE GLAZED ALUMINIUM JOINERY

900

1,200

900 INTEGRA 50MM LWC FACADE SYSTEM FIXED OVER 20MM DRAINAGE CAVITY ON 140MM TIMBER FRAMING

SOLID TIMBER FLOORING (2130x240x14MM)

INTERIOR KITCHEN, DINING & LIVING VIEW 1

12MM TOUGHENED GLASS BALUSTRADE

DECKING

DINING

1,200

ENTRY FLOOR TILES (90X90MM)

STRUCTURE INTERNAL WALLS 90x45 H1.2 FRAMING (STUDS 600 CRS, DWANGS 800 CRS)

CONCRETE STEPS PAINTED WITH DULUX AQUATREAD SYSTEM

EXTERNAL WALLS 140x45 H1.2 FRAMING (STUDS 600 CRS, DWANGS 800 CRS) -600

0

OUTLINE SPEC ENCLOSURE

INTERIOR

WINDOW P O W D E R C O AT E D A P L A R C H I T E C T U R A L 1 5 8 M M S E R I E S ALUMINIUM JOINERY

WALL LINING 10MM GIB BOARD LINING

FOUNDATION WALLS 20 SERIES REINFORCED CONCRETE BLOCK FOUNDATION

CLADDING 1 INTEGRA 50MM LWC FACADE SYSTEM FIXED OVER 20MM DRAINAGE CAVITY ON BUILDING WRAP

FLOOR 1 100MM CONCRETE SLAB ON 50MM POLYSTYRENE OVER DPM ON COMPACTED HARDFILL

CLADDING 2 JSC VERTICLAD CEDAR WEATHERBOARDS FIXED OVER 18MM HORIZONTAL CAVITY BATTENS ON BUILDING WRAP

FLOOR 2 19MM LONGSPAN PLYWOOD FLOORING ON 290X45 H1.2 JOISTS AT 600 CRS

ROOF BATTEN CAP PROFILE STEEL ROOFING SYSTEM ON PLYWOOD ON PURLINS AT 400 CRS

ROOF STRUCTURE 140x45 H1.2 RAFTERS AT 600 CRS STRUCTURAL STEEL SPECIFIC ENGINEERED STEEL MEMBER

WALL INSULATION R4.0 (140MM) FIBREGLASS WALL INSULATION CEILING 1 10MM CEILING GIB BOARD LINING FIXED TO CEILING BATTENS AT 400 CRS

1

CEILING 2 10MM CEILING GIB BOARD LINING FIXED TO RONDO SUSPENDED CEILING CLIPS CEILING INSULATION R5.0 (195MM) FIBREGLASS CEILING INSULATION FLOOR FINISH 14MM SOLID TIMBER FLOORING ON 2MM UNDERLAY

FIRST FLOOR PLAN SCALE 1:100

1

PROJECT 2

118 CLIFTON TERRACE, SUMNER GSEducationalVersion GSPublisherEngine 368.35.40.100

PARTIAL VIEW KITCHEN, DINING & LIVING AREAS

DRAWINGS SCALED TO A2 SHEET CLIENTS

CALEB & JULIA

SCALE

DESIGNER

JULIA HAMILTON

NUMBER IN SET

SHEET NO 1:50 10

3

BATTEN CAP PROFILE STEEL ROOFING SYSTEM ON PLYWOOD ON PURLINS AT 400 CRS

JSC CEDAR WEATHERBOARDS FIXED OVER 18MM VERTICAL CAVITY BATTENS ON STEEL FLUE

BALUSTRADE 12MM TOUGHENED GLASS

POWDERCOATED APL ARCHITECTURAL 158MM SERIES DOUBLE GLAZED ALUMINIUM JOINERY

INTEGRA 50MM LWC FACADE SYSTEM FIXED OVER 20MM DRAINAGE CAVITY ON TIMBER FRAMING

ELEVATION 1

100

3,000

850

SCALE 1:100

1 ELEVATION 2

2

SCALE 1:100

4 3 1

PROJECT 2

118 CLIFTON TERRACE, SUMNER GSEducationalVersion GSPublisherEngine 368.35.40.100

ELEVATIONS & EXTERIOR VIEWS ELEVATIONS 1 & 2

DRAWINGS SCALED TO A2 SHEET CLIENTS

CALEB & JULIA

SCALE

DESIGNER

JULIA HAMILTON

NUMBER IN SET

SHEET NO 1:100 10

4

1,600

850

BATTEN CAP PROFILE STEEL ROOFING SYSTEM ON PLYWOOD ON PURLINS AT 400 CRS

BALUSTRADE 12MM TOUGHENED GLASS

100

15 SERIES REINFORCED CONCRETE BLOCK WALL

1,800 300

POWDERCOATED APL ARCHITECTURAL 158MM SERIES DOUBLE GLAZED ALUMINIUM JOINERY

INTEGRA 50MM LWC FACADE SYSTEM FIXED OVER 20MM DRAINAGE CAVITY ON TIMBER FRAMING

1,200

1,200

QUADRANT COLOURSTEEL SPOUTING AND FASCIA SYSTEM

JSC VERTICLAD CEDAR WEATHERBOARDS FIXED OVER 18MM HORIZONTAL CAVITY BATTENS ON TIMBER FRAMING

ELEVATION 3

2,400

2,400

300

850

2,800

6,350

850

SCALE 1:100

1 ELEVATION 4

2

SCALE 1:100

4 3 1

PROJECT 2

118 CLIFTON TERRACE, SUMNER GSEducationalVersion GSPublisherEngine 368.35.40.100

ELEVATIONS & EXTERIOR VIEWS ELEVATIONS 3 & 4

DRAWINGS SCALED TO A2 SHEET CLIENTS

CALEB & JULIA

SCALE

DESIGNER

JULIA HAMILTON

NUMBER IN SET

SHEET NO 1:100 10

5

LEGEND STRUCTURE IW EW FW

INTERNAL WALLS 90x45 H1.2 FRAMING (STUDS 600 CRS, DWANGS 800 CRS)

ENCLOSURE

INTERIOR

W1

WINDOW P O W D E R C O AT E D A P L A R C H I T E C T U R A L 1 5 8 M M S E R I E S ALUMINIUM JOINERY

WL

WALL LINING 10MM GIB BOARD LINING

CL1

CLADDING 1 INTEGRA 50MM LWC FACADE SYSTEM FIXED OVER 20MM DRAINAGE CAVITY ON BUILDING WRAP

WLI

WALL INSULATION R4.0 (140MM) FIBREGLASS WALL INSULATION

C1

CEILING 1 10MM CEILING GIB BOARD LINING FIXED TO CEILING BATTENS 400 CRS

EXTERNAL WALLS 140x45 H1.2 FRAMING (STUDS 600 CRS, DWANGS 800 CRS) FOUNDATION WALLS 20 SERIES REINFORCED CONCRETE BLOCK FOUNDATION

FL1

FLOOR 1 100MM CONCRETE SLAB ON 50MM POLYSTYRENE OVER DPM ON COMPACTED HARDFILL

CL2

CLADDING 2 JSC VERTICLAD CEDAR WEATHERBOARDS FIXED OVER 18MM HORIZONTAL CAVITY BATTENS ON BUILDING WRAP

FL2

FLOOR 2 19MM LONGSPAN PLYWOOD FLOORING ON 290X45 H1.2 JOISTS AT 600 CRS

R1

ROOF BATTEN CAP PROFILE STEEL ROOFING SYSTEM ON PLYWOOD ON PURLINS AT 400 CRS

RS SS

ROOF STRUCTURE 140x45 H1.2 RAFTERS AT 600 CRS STRUCTURAL STEEL SPECIFIC ENGINEERED STEEL MEMBER

AT C2

CEILING 2 10MM CEILING GIB BOARD LINING FIXED TO RONDO SUSPENDED CEILING CLIPS

CIN

CEILING INSULATION R5.0 (195MM) FIBREGLASS CEILING INSULATION

FF

FLOOR FINISH 14MM SOLID TIMBER FLOORING ON 2MM UNDERLAY

5째 RS

R1 850

A 7 SS C2

2,500

W1

FL2

6,900

UPSTAIRS LIVING

FF

C1

C 8 CL1

WL

EW

WLI

WLI

3,000

EW

2,400

CL2

KITCHEN & LIVING

FF

FL1

FGL FW FW

B 7

CROSS SECTION SCALE 1:50

1

PROJECT 2

118 CLIFTON TERRACE, SUMNER GSEducationalVersion GSPublisherEngine 368.35.40.100

CROSS SECTION

DRAWINGS SCALED TO A2 SHEET CLIENTS

CALEB & JULIA

SCALE

DESIGNER

JULIA HAMILTON

NUMBER IN SET

SHEET NO 1:50 10

6

INTEGRA FASTENER 140x45MM H1.2 BOTTOM PLATE ON 3 PLY MALTHOID DPM FIXED WITH M12 GALV BOLTS AND 50x50MM WASHERS SADDLE FLASHING OVER STEEL DECK SUPPORT BLACK POWDERCOATED CUSTOM ALUMINIUM DETAIL FIXED TO BOTTOM PLATE ABOVE FLOORING, 4MM THICK

FFL 20MM CEDAR TIMBER DECKING

14MM SOLID TIMBER FLOORING ON 2MM UNDERLAY MESH

STEEL DECKING SUPPORT BOLTED TO CONCRETE SLAB

50MM POLYSTYRENE INSULATION

50MM THICK POLYSTYRENE TO ALLOW FOR THERMAL BREAK

DPM D12 HORIZONTAL ROD 20 SERIES CONCRETE BLOCK FOUNDATION WALL

COMPACTED HARDFILL

5째 BATTEN CAP PROFILE STEEL ROOFING SYSTEM ON PLYWOOD ON PURLINS AT 400 CRS

FGL

140X45MM RAFTERS QUADRANT COLOURSTEEL SPOUTING AND FASCIA SYSTEM R10 BARS AT 600 CRS BENT INTO SLAB R2.8 FIBREGLASS INSULATION AT PERIMETER SPECIFIC ENGINEERED STEEL MEMBER

R5.0 (195MM) FIBREGLASS CEILING INSULATION

SEALANT BETWEEN WINDOW FLANGE AND METAL HEAD FLASHING 10MM CEILING GIB BOARD LINING FIXED TO RONDO SUSPENDED CEILING CLIPS

HEAD FLASHING (35MM MIN COVER)

2 STAGE AIRSEAL (EXPANDING FOAM OVER BACKING ROD)

POWDER COATED APL ARCHITECTURAL 158MM SERIES ALUMINIUM JOINERY

2 D12 RODS

SHADOWLINE CEILING TRIM

GLASS DOUBLE GLAZED, LOW E, ARGON GAS FILLED

REINFORCED CONCRETE FOOTING

DETAIL A ROOF TO WALL

DETAIL B WALL TO FOUNDATION

SCALE 1:5

SCALE 1:5

1

PROJECT 2

118 CLIFTON TERRACE, SUMNER GSEducationalVersion GSPublisherEngine 368.35.40.100

DETAILS

ROOF TO WALL & WALL TO FOUNDATION

DRAWINGS SCALED TO A2 SHEET CLIENTS

CALEB & JULIA

SCALE

DESIGNER

JULIA HAMILTON

NUMBER IN SET

SHEET NO 1:5 10

7

FIRST FLOOR LIVING AREA

SECOND FLOOR LIVING AREA

SECOND FLOOR LIVING AREA

VIEW 2

VIEW 1

VIEW 2

GLASS DOUBLE GLAZED, LOW E, ARGON GAS FILLED

RESENE CONSTRUCTION SYSTEMS INTEGRA LWC FACADE SYSTEM

RCS EDGE SEAL FLASHING

MS SEALANT POWDER COATED APL ARCHITECTURAL 158MM SERIES, DOUBLE GLAZED ALUMINIUM JOINERY

INTEGRA PANEL 50MM

GLASS DOUBLE GLAZED, LOW E, ARGON GAS FILLED

2 STAGE AIRSEAL (EXPANDING FOAM OVER BACKING ROD)

MS SEALANT

90x45MM BLOCKING

RCS EDGESEAL FLASHING

INTEGRA FASTENER VERTICAL BATTEN SUPPLIED AND INSTALLED BY APPLICATOR POWDER COATED APL ARCHITECTURAL 158MM SERIES ALUMINIUM JOINERY

INTEGRA FASTENER

290x70MM FLOOR JOISTS

BUILDING WRAP 240x70MM JOISTS CUT TO ACCOMODATE LOWERED WINDOW FRAMING

BUILDING WRAP

CUSTOM MADE NEGATIVE DETAIL TRIM

10MM GIB PLASTERBOARD

140x45MM TOP PLATE

10MM CEILING GIB BOARD LINING FIXED TO 70x35MM CEILING BATTENS AT 400 CRS

2 STAGE AIRSEAL (EXPANDING FOAM OVER BACKING ROD)

VERTICAL CAVITY BATTENS 20MM INTEGRA PANEL 50MM

10MM GIB BOARD RESENE CONSTRUCTION SYSTEMS INTEGRA LWC FACADE SYSTEM

R4.0 (140MM) FIBREGLASS WALL INSULATION

DETAIL C WINDOW SILL

DETAIL D WINDOW JAMB

SCALE 1:5

SCALE 1:5

1

PROJECT 2

118 CLIFTON TERRACE, SUMNER GSEducationalVersion GSPublisherEngine 368.35.40.100

DETAILS & INTERIOR VIEWS WINDOW SILL & WINDOW JAMB

DRAWINGS SCALED TO A2 SHEET CLIENTS

CALEB & JULIA

SCALE

DESIGNER

JULIA HAMILTON

NUMBER IN SET

SHEET NO 1:5 10

8

N

83

C 53

A

R

4 ,7

B 30

6 ,0

1,665 140

SCULLERY

2 ,2

90

KITCHEN

3 ,2

1 .1 1 R1 GS 7 ,9

4 .8 2 O1 GS OFFICE

204

90

140

6

51

DINING 2.8 R1 GS1

LIVING

5 .4 2 P1 GS

ENSUITE

VOID

BEDROOM

3 .8 2 N1 GS

3 ,2

UP

UP

90 2.1 D1 GS1

2,000 2,016

01

33

20,245

0

90

2,661

1,911

28

140

-600

5,369

5 3 ,0

00

3.3 M1 GS1

3

90 1,911

ENSUITE

3,300

2,700

FIRST FLOOR PLAN

14

0

700

2 ,0

48

140

2,178

38

3.2 N1 GS2

M

43

4,909

BEDROOM

2.1 GS1

9

90 90 2.9 D2 GS1

4,908

4,876

4.6 C4 GS2

B2

16

801

2.5 O1 GS2

N

4,000

4,891

2.5 O2 GS2

1.6 B3 GS1

90

1,556

17,688

2 ,6

90

STORAGE

3 C3 GS2

3

90

14

BEDROOM

O

800

2,726 90

4.8 GS2

4,000

1,436 90

6,468

23,968

P1

0

-600

14

P

4 ,0

79

BATHROOM

21

89

WARDROBE 1 ,8

90

1.6 C2 GS2

22

116

2,230

2,751 90 1,200

1.3 C1 GS2WC

HWC

2 ,2 1 ,4

90

338

4.8 Q1 GS1

0 FFL

6 1 M1 GS

51

Q

92 3 ,7

1,400

5,000 ENTRY

95

1 .8 2 Q1 GS

2,992

4,245

0.6 GS1

SPECIFIC BRACING BY ENGINEER

3 .4 2 Q2 GS

0

873

R3

7 ,8

+2,700

+2,700

25

14

R

0.60 GS1

3

00

3 85 28

8 3 ,7

R2

00

2,992

6,280

6,280

6 B1 GS1

GARAGE

3 ,4

D

EXTERNAL LIVING

D 8

1,178

6.2 A1 GS1

M

1

90

4,400

N

DN

00

0.6 GS1

85

E F IR

0

5 ,8

-600

C

O

64

S1

1 .1 1 R2 GS

0

0

LIVING

6,420

S

68

1,170

80

50

2

8 2 ,9

5 ,2

6 ,0

00

00

Q P

E F IR

1 ,0

1 ,2

00

8

00

3 ,1

64

6 ,0

5 ,0

51

0

,3

00

80

11

3 ,2

0

B

66

A

9

SCALE 1:100

SECOND FLOOR PLAN SCALE 1:100

1

PROJECT 2

118 CLIFTON TERRACE, SUMNER GSEducationalVersion GSPublisherEngine 368.35.40.100

BRACING PLAN PRELIMINARY

DRAWINGS SCALED TO A2 SHEET CLIENTS

CALEB & JULIA

SCALE

DESIGNER

JULIA HAMILTON

NUMBER IN SET

SHEET NO 1:100 10

9

THERMAL EFFICIENCY CALCULATIONS

LCA FINDINGS INFORMATION

H1/AS1 COMPLIANCE (DOUBLE GLAZED LOW E, ARGON GAS FILLED)

After having completed my thermal efficiency calculations during the concept stage I found that the proposed building's heat loss was less that of the reference building heat loss which meant that the building design at that time complied with H1/AS1.

At this stage I had not selected or researched into alternative glass choices that I could have used and the implications of the thermal benefits that the building could gain by using an alternative option. My calculations were based on the factor that the buildings glazing would be double glazed, low e.

I also had to consider the factor that the glazing size was extremely large and therefore meant was subjected to using the architectural window series instead of using thermally broken window series (thermal heart). As I had made the decision that I would use ArchitecturalSeries windows over the choice of ThermalHeart this then meant that I needed to find some other way to reduce heat loss in the building.

I thought about the option of changing my glazing from Double Glazed - Low E Glass to a glazing option with a higher R Value and therefore considered adding the Argon Gas Fill.

Rvalue

Double Glazed - Low E Double Glazed - Low E, Argon Gas Filled

=0.35 =0.42

The thermal efficiency of the buildings wall construction during the concept stage were calculated using insulation of an R value of 2.8. I was aware that most of the heat loss of this building was lost through the large amounts of glazing. Therefore heat loss needed to be reduced from anywhere else possible to be able to keep the large glazing sizes that were important to the asthetical design of the building. Consequently I selected an insulation with a higher R value of 4.0 to improve the walls heat efficiency.

The flooring construction systems also could be considered using a different construction method.

For the first floor I have selected to use a poured concrete slab over compacted hard fill as the finished floor level is not that high above the finished ground level and therefore made it easy to be done in this manner which also makes it cheaper than having to commute precast slab onto site. An alternative option that could be used could be a timber framed flooring system over piles and bearers. The second floor construction system used is timber joist as this is the most economical choice. Precast concrete could also be used in this situation but it was economically not the best solution.

ORIGINAL OPTION (DOUBLE GLAZED LOW E)

I have selected solid timber flooring for the floor finish in many areas of the building including the main living areas of the building. This is due to the asthetical appeal based on what the clients mentioned they wanted. Another option for this flooring could be to have exposed polished concrete flooring. This would give a higher thermal mass and would be very easy to heat with underfloor heating in the winter. I decided against this choice as the look of the timber flooring was more desired in the end as the exposed concrete can make a space look and feel quite cold and a cosy bach feeling was a main point stated by the clients.

After investigating alternative systems that were not specified during the conceptual design stage, the changes that I have chosen to make have overall improved the heat efficiency of the building to create a more economical design for the buildings life span. Throughout the whole design process I have considered and made decisions to best suit the building to come up with the design presented.

1

PROJECT 2

118 CLIFTON TERRACE, SUMNER GSEducationalVersion GSPublisherEngine 368.35.40.100

SCIENCE

THERMAL EFFICIENCY CALCULATIONS & LCA FINDINGS INTEGRATION

DRAWINGS SCALED TO A2 SHEET CLIENTS

CALEB & JULIA

SCALE

DESIGNER

JULIA HAMILTON

NUMBER IN SET

SHEET NO N/A 10

10