Page 1

Tahani Hasin Sayed Architecture Work Portfolio


ex61.40

ex61.66

ex61.59

ex.lp

2

ex70.11 FL

ex60.74

e

ex61.66

ex61.52

ex. carport

ex61.01

ex61.22

ex.pit 3 ex61.2

ex60.33

ex.lp

ex61.45

ex.pit 5 ex61.2

Stanton Dahl Architect

60.30

ex61.33

60.65

ex.pit

ex61.04

ex59.65

60.60

re

All dimensions to be verifie discrepancies referred to a figured dimensions to take dimensions.

ex59.60

Units

elf-Ca

Ex. S

PO Box 833, Epping, NS Tel +61 2 8876 5300 Fa www.stantondahl.com.

ex59.86

ex60.32

73.09 G

Stanton Dahl & Associates Pty Limited. ABN 3 D.P Stanton 36 42, S.M Evans 7686 © Copyright 2016 Stanton Dahl

ex59.52 ex.pit

ex61.36

ex61.32 ex61.49

ex63.74

ex. clothes line

ex61.21

.4

1 x6

ex61.17 ex60.81

73.12 G

ex.swh

ex61.17

ex60.28

ex61.42 ex60.99

ex60.74

ex.lp

ex60.69

Ex. Self Care Units

ex60.55

ex.lp ex61.02

73.11 G

ex60.19

ex60.73

60.85

ex60.22

ex60.75 ex.pits

ex63.75

ex60.60

ex60.10

60.70

ex60.57

ex60.70 TK

60.65 ex.tp

60.50

ex61.08

ex60.07

1:8

ex60.26

60.45

tk60.70 ex.pits

60.25 ex60.62

ex60.73 ex60.51

60.30

60.40

swp

ex60.68

ex60.42 60.45

ex60.73 TK

ex60.30

ex60.49

ex61.42 TK

5 1:3 5

swp bin

2,202

ex61.26 61.30

ex62.55

swp

ex61.49

63.65

1:8 63.55

63.05

ex63.26

1:20

62.85

62.10

ex61.35 61.30

1

62.30 ex62.32

ex62.80

61.95

63.27

62.60 1:20

ex63.03 63.33

62.10

1:20

ex62.47

1:20

step 1:20

RL 63.38

64.20

rw

63.33 ex64.08

swp

63.33

rw (under)

1:20 60.10

61.36

sp location

a/c

existing trees to be removed

RL 60.10

existing trees to be retained ex59.88 00.00 ex00.00

ex59.96

60.25

1:20

x59.83 ex59.83 e

ex60.27smh

60.76

swp

150mm kerb

sp location

60.00

ex. smh

60.30 ex60.17

sp location

sp location

Unit 13

Unit 14

RL 62.18

RL 61.68

RL 61.41

RL 60.81

ex59.98

60.30

Unit 15

sp ex60.03 location ex60.42

ex59.99 ex59.95

ex60.02

59.94 ex59.94 Unit 16ex5

ex60.35

RL 60.35

RL 60.35

wt

wt

ex63.03

62.73 ex63.44

swp

62.73

rw ex63.04 (under)

61.63 swp

61.36 swp

rw

60.30

60.76 swp

ex61.69

60.30 swp

swp

swp

rw

ex60.50

boundary line no. 30 Gilbert Crescent single storey dwelling

01 2000

4000

6000

8000

10 000

20 000

External Works Plan

1:200

60.20

ex60.43

64.40

0

rw

ex60.58

boundary line no. 32 Gilbert Crescent double storey dwelling

59.90

a/c hp

wt

60.30

Unit 12

wt

60.05

60.05

ex60.17

60.75

Unit 11

62.13

64.00 ex64.60

1:24

60.15

swp

61.63

a/c

ex63.85

ex64.53

rw

sp location

ex62.59

ex60.38

ex60.69

ex61.39

wt

ex64.87

ex62.87

wt

Unit 8

RL 63.38

a/c

Unit 7

RL 64.20

a/c

62.13

Maintenance

Unit 20

ex61.48 ex61.83

ex63.49

Ex. Lodge

Proposed works "On Hold"

60.15 ex59.78

1:45

swp

ex61.71

63.33 ex61.93

ex64.56

ex65.03

fire hydrant 60.25

a/c

63.33

64.10

1:20

61.25

ex61.83

bin

60.55 61.22

61.22

ex61.00

ex64.42

ex65.24

7

60.10

61.50 tk61.65 61.75 61.78

62.07

ex62.35

Proposed building stages 1 & 2

59.90

ex60.85

63.15

Existing buildings

ex59.57

ex61.31

64.35

64.40

6

no. 28 Gilbert Crescent single storey dwelling

no. 26 Gilbert Crescent single storey dwelling

no. 24 Gilbert Crescent single storey dwelling

(external work)

note: drawing may not contain all items listed below

1:20

1:8

62.69

1:20

Legend 60.05

RL 60.10

bin 60.35

tk63.15

63.00

63.31

ex63.02 63.33

1:20

63.91

64.10

64.60

60.15

ex60.85

ex61.91

gd rw

5

swp 60.05

a/c

bin

4

ex59.35

Unit 21

1:20

ex59.49

ex61.86

1:8

64.30

ex64.65

3

ex61.45

ex62.95

L a n e ex64.06

64.65

2

ex59.97

61.25

ex61.30

ex64.25

ex64.64

59.93

a/c

P a u l o w n i a

1:20

6

ex60.68

59.90

59.90

1:23

60.21 1:24

60.15

wt

5

1:20

60.65

1:30

4

ex63.90

road)

40

63.67

3

wt ex61.11

0

1,200

6,

ex64.28

60.58

1:44

sp location 1:25

ex61.83 15,000

wt

2

60.72

61.00

rw

60.15

swp

1,500 1:22

60.30

1,500

16,400

60.65

ex60.55 1:22

rw

61.55

ex62.33

1,200

1

64.60 ex64.58

swp ex61.06 ex61.25 61.00 1:20

wt

1:22

ex63.06

62.50

1:23

a/c hp

1:50

a/c hp 59.50

wt

ex61.83

63.65

63.50

59.50

a/c

62.50

RL 62.55

1:25

tk63.65

64.30

DP 707741

ex59.32

hp

1:20

Unit 6 62.67

60.65 rw

Hawkeswor th Parade Park

ex58.84 ex59.08

swp

Architecture Project manageme Access consulting Interior design

ex58.81

RL 59.60

ex59.17

1:8

1:62

RL 63.70

63.65

1:20

63.60

ex63.98

Unit 3

59.55

wt swp

2.6 wide bay

ex63.40

RL 60.20

a/c

ex63.87

tk64.45

ex63.02

RL 60.70

2.6 wide bay

1:14 ramp 11,900mm

RL 60.70 ex60.53

hp

1:14

59.30 Ex. Playground

Unit 22

59.50

Unit 19

ex60.99

a/c

hr hr

62.20

RL 62.25

8,600

ex62.30

59.50 swp

Unit 18

2.6 wide bay

ex62.41

ex.pit

59.75

RL 59.80

59.55

ex60.89

ex62.62

64.35

61.35 61.20

sp location

2.6 wide bay

swp

1:40

63.80

rw

64.30

Unit 5

62.20

ex62.28

59.55 tk59.70

60.15

Unit 17

3.2 wide bay

1:14 63.65

tk61.15 B

61.00

1:25

63.40

ex63.88 ex64.23 ex64.30

ex60.93

62.37

6,146

ex62.89

sp location

wt

RL 63.45

60.65

ex61.11

3.8 wide bay

64.15 63.50 1:20 63.40

1:30

ex60.14

63.40

a/c hp

64.30

59.65 tk59.80

60.65

sp location

Unit 2

59.75

1:24

ex60.40

Unit 23

61.30 61.05 ex60.92

ex61.52

ex62.40

ex60.73 ex60.83

ex58.73

1:23

a/c

swp

a/c

ex60.29 60.55

x59.31 ex59.31 e

59.55

tk60.20 ex59.74

wt

swp

wt

1:10 59.90

swp

a/c

ex62.15

1:20

1:21 60.05

wt

a/c

hp

ex62.42

ex63.15

swp

60.30

ex61.12

1:22

ex. smh

sp location swp

a/c

63.15

RL 63.20

37

64.15

ex60.14

n e L a

ex63.93

rw

59.50 tk59.65

ex60.32

ex61.10

59.20 ex59.26 wh a/c

1

bin

BD rm

60.85

62.30 swp

59.90

ex60.46

ex60.64

62.05

Unit 1

59.45 59.30

ex60.12

ex60.84

bin 63.15

rw

ex60.46

swp 59.00 rw

2.6 wide bay

ex60.00 ex61.11

59.75 59.77

2

ex. Gazebo ex60.46

ex60.57

RL 62.10

63.10

ex63.67

2.6 wide bay

swp

ex60.62

Unit 4 ex62.14

ex62.86

63.80

3

1:3

ex63.47

swp 61.20

a/cex61.98

sp ex62.33 location

1:20

60.60

a n d r a c a J a

bin wt

ex63.74

60.40

ex61.32 ex61.90

ex63.17 TK

1:21

ex60.15

ex. ex60.26 swp

ex60.23

1:20 ex62.83

ex63.92 TK

0

ex60.70

ex60.46

ex60.17

62.20

62.80

ex58.69

boundary line

ex58.99

59.66

2.6 wide bay

62.05

1:8

ex63.07 TK

59.70

ex58.79 ex.pit

4

ex60.56

ex.path

1:2

1:20

ex.pits ex61.88

Revised bin a Issue for Con

60.00

1:32

ump .6

ex62

190920_Cons issue

G H

ex60.25

ex61.87

ex62.65

ex62.98

ex63.64

2.6 wide bay

ex60.41

60.35 ex60.29 ex60.13 ex60.66

5 TK

59.77 5

ex60.21

ex60.21 TK

rw

ex.pit ex59.04 ex58.94

59.61

ex59.98

ex60.44 TK

61.95

ex62.67

F

ex59.01

59.60

1:21

eed h

L a n e

Revised Cons Issue

ex59.65 6

2.6 wide bay

1:43

ex.sp

ex63.86

E

1:68

ex60.82

ex61.48 TK

Revised Cons Issue

ex.tp

rw

ex59.44

ex60.24

ex60.33

ex60.85 TK

ex63.49

D

sp location

7

ex. pond

60.50

ex62.85 TK

ex62.77

1:

refer to dwg A106 for drawing continuation

ex62.06 TK

wt

ex63.24

ex63.90

ex62.38

Revised Cons Issue

ex61.07

ex60.19 2.6 wide bay ex60.47

ex wall

C

ex59.30

ex60.55

ex. hydrants

ex62.14

ex wall

B

Construction C Issue

59.70

2.6 wide bay

ex.aviary

ex62.51

8

ex60.49

ex.sewer lids ex60.54

1:8 59.90

swp

ex60.35

ex60.41 TK

59.75

1:8 59.90

2.6 wide bay

59.90 ex60.30

ex61.37

ex.rw

fire hydrant

ex60.67

60.05

1:24

60.35

ex60.60

ex60.86

ex61.95

ex. bridge

2.6 wide bay

ex60.82 TK

ex62.09

ex60.33

1:31

TK

ex60.47 ex60.89 ex.pits

(AVERAGE 1:16

ex62.70 ex59.63

.74

ex60.51

M a p l e

ex. ramps

tk60.68 0 ex6

ex conc.

ex59.48

60.00

ex.swh

Ex. Residential Aged Care Facility

Construction I

ex59.69

ex.lp

ex59.88

Issue

A

ex60.52 ex60.24

ex63.73

ex59.98

ex60.15

60.53

ex63.65

60.20

ex60.46

60.55

ex60.58 TK

ex60.51

Ex. Self Care Units

ex60.09

ex60.51

Rev

boundary line

ex63.74

This design including its as etc. is the intellectual prop associates pty limited and copied or used without wr dahl & associates pty limit

60.54

ex.lp

ex61.42

no. 22 Gilbert Crescent single storey dwelling

proposed levels existing levels light bollard light pole air conditioner unit broom finished concrete bottom of kerb heat pump handrail existing grated drain light pole power pole retaining wall solar panel storm water pit telecom pit top of kerb wall hung water tank

B L a/c bfc bk hp hr ex grd lp pp rw sp swp tp tk wh wt note: 1. this drawing shall be read in conjunction with structural and civil engineer documents. 2. for full extent of landscaping , refer to landscape architects documents. 3. concrete pads should be provided for a/c units (unless noted otherwise), water tanks (wt) & heat pumps .

Adventist Ag Retirement Village

56 Elsom Street, Kings Langley, NSW

Drawn; lee Checked; dm Plot date; 25/11/19 Scale; 1:200 @ AI

Project No;

1522.13 Drawing No;

A105 External Wo Sheet 1


26,435 4,230 1,330

9,210

1,570

1,330

350

2,410

1,745 230

8,715 1,715

2,410

350

4,280

8,715

1,380

Stanton Dahl & Associates Pty Limited. ABN 32 D.P Stanton 36 42, S.M Evans 7686 © Copyright 2016 Stanton Dahl

1,570

1,330 fc

50

920

04 A201

10 A501

pump

4,275

5,725

Robe

D6.14

Unit 2

rl 63.20

rl 63.45

Living

cpt

cpt

Bath

t

eq

Bed 1

lighting layout mirrored

eq

lighting layout repeated

Robe

bh

Robe

bh

a/p

Living

a/p

Living

Living

Rev

Issue

3

Re-issued for Certification

A

Construction Is

B

Construction C Issue

C

Revised Cons Certificate Issu

D

Revised Cons Issue

raking fc

E

Revised const issue

ss

F

Revised Cons Issue

Bath

Bath

Bed 2 eq

1,300

1,300

This design including its as etc. is the intellectual prope associates pty limited and copied or used without writ dahl & associates pty limite

Lin

Lin

1,250

All dimensions to be verifie discrepancies referred to a figured dimensions to take dimensions.

Bed 1

Bed 2

eq

fc

raking fc

W6.14

08 A201

Bath

raking fc

ss

pt

raking fc

pt

ss

cft(2) wc

rl 63.70

Living

sh

350

kitchen 900

Dining

bh

fc

vb

D6.09

Unit 3

Bed 2

eq 650 650

Dining

bh

wm

D6.22

cft(2) wc

D6.12

D6.10

Lin

vb

06 A201

Robe

p dw

sk

D6.23

Living

Kit

wm

t

Lin

Unit 1

ct

dp

D6.11

a/p

eq eq

eq

3,195 4,275

930 90

Lin

D6.17

sh

dp

cft(1)

D6.15

dw

sk

cj

Dining

D6.16

p

D6.19

cft(2) wc

cpt

mw wo

Kit

sk

dw

D6.24

Bath

cpt

ct

ct

Bed 1

ref

Dining

p

t

vb

mw wo

cft(1)

Kit D6.20

W6.10

mw wo

Bed 1

cft(1)

Robe wm

730 90

910

04 A401

D6.21

wt

08 A201

Dining

ref

eq

Bath

650 650

cpt

dp

90

4,015

07 A201

eq D6.06

Lin

300

dp

cft(3) D6.05

ref

eq eq

Patio

cft(3)

Bed 1

W6.13

a/c

bal

eq

2,000 250

250

a/c

pump

W6.12

dp

Patio

cft(3)

90

90

1,450 3,195

4,200 90 925 1,200

90

Patio D6.04

750 800 800 bh

Robe

a/c

bal

eq

bh

D6.07

sh

cpt

dp cj

cj W6.09

02

W6.15

Bed 2

Bed 2

Bed 2

cpt

cpt

cpt

3 x 2 Bedroom Unit RCP Plan - Units 1,2, & 3

1:100

Legend

(plans / el

ss

dp

D6.01

cft(3)

Porch

D6.08

05 A201

600 90

350

5,370

500

4,145

350

270

20.0°

4,145

310

09 A201

90 1,520 90

1,570

160

90 630

W6.02

2,150 3,130

350 250

FCL RL: 2.950

W6.01

250 830

90

3,730

250

850 710 850

160

4,485

270

4,455

9,210

990

1,570

950

1,570

1,060

4,230

1,570

1,000

500

90 600

FCL RL: 2.450 dp

dp

920

250

3,760

90

250

3,760

250

1,570

1,345

1,570

9,210

1,345

160

4,505

160

4,505 425

1,570

3,730

250

940

4,260

90

1,540

90

3,730 1,020

160

fb(2)

bs(3)

bsc(2)

fb(1)

fb(2)

bs(1) path

eg mc(1)

dp

bladewall fb(1) & boe(1)

830

balustrade as specified not shown for clarity

fb(2)

bs(3)

bsc(2)

fb(1)

fb(2)

fb(2)

mc(1)

bsc(2)

bs(3)

fb(2)

04

note: 1. this drawing shall be rea other consultants docu 2. a/c units, water tanks & indicated but are locate dwgs (A106 & A107) .

FFL RL: 0.000

fb(2)

bladewall fb(1) & boe(1)

bladewall fb(1) & boe(1)

bladewall fb(1) & boe(1)

4,230

3 x 2 Bedroom Unit Floor Plan - Units 1,2, & 3

dp

bs(1)

fb(2) bladewall fb(1) & boe(1)

dp

fb(1)

bs(1)

fb(2)

250

850 710 850

4,505

mc(1)

3,130

26,435

01

Refer to consultan for coordination pu

mdr(1)

eg

1,570

3,165

mdr(1)

FFL RL: 0.500 3,980

rc

mdr(1)

line of roof over W6.04

1,570

For all reference co to drawing A200 fo

ss

W6.07

#DrgID #LayID

rc

20.0°

Porch

W6.03

2,450

W6.08

D6.02

cft(3) pt

W6.05

Robe

dp

W6.06

rc

2,450

pt

D6.13

350

ss

dp

cft(3)

Porch

Robe

D6.03

850

Robe

D6.18

emb

3 x 2 Bedroom Unit Patio Elevation

1:100

1:100 mdr(1)

eg

eg

20.0°

eg

mdr(1)

20.0°

20.0°

600 rc

ss

pt

pt

ss mc(1)

2,450

dp

fb(2)

fall mdr(1) 20°

bs(1)

bs(2)

dp

dp bs(2)

dp

bs(3)

bs(3) r

r fb(2)

mc(1)

dp bsc(2)

bsc(2)

r fb(1)

fb(2)

ss

mc(1)

fb(2)

bsc(2)

bs(3)

FFL RL: 0.000

rc

20.0° mdr(1) eg

eg

mdr(1) 20° fall

mdr(1) 20° fall

mdr(1) 20° fall

600

rc

20.0°

mdr(1)

20.0°

FCL RL: 2.950

FCL RL: 2.450

eg

rc

rc

rc

fb(1)

fb(2)

bs(2)

bs(1)

fb(2)

bs(1)

fb(1)

Architecture Project managemen Access consulting Interior design

2,450

250

1,450

90

1,470

bal

cj

1,945

2,510

600 2,545 90 3,505

610 2,150 850 2,500

path

FFL RL: 0.500

render (r) as scheduled

eg

05

solar hot water systems

3 x 2 Bedroom Unit Porch Elevation

1:100

mdr(1) 20° fall mdr(1) 20° fall

600

bc 600

mdr(1) 20° fall 300

600

bc 2,520

2,490

eg

eg

rc 2,450

mc(1)

fb(1)

bs(3)

bsc(1)

fb(1)

FFL RL: 0.500

bs(1) cj

dp

bs(1)

fb(1)

dp

cj

mc(1)

dp

bs(3)

boe(1)

fb(1)

2,450

eg

eg

fb(1)

FFL RL: 0.000

dp

mc(1)

boe(1)

bs(3)

fb(1)

fb(1)

fb(1)

dp

cj

bsc(1) fb(1)

mc(1) bs(1)

ss

bs(3) bs(1)

dp

cj

fb(1)

eg 2,520

eg

600

eg

bc

FCL RL: 2.450

FCL RL: 2.950

mdr(1) 20° fall

eg

600

fall mdr(1) 20°

mdr(1)

mdr(1)

mdr(1)

rc

outline of building below

rc

rc

rc mdr(1) 20° fall

600

rc

mdr(1) 20° fall

mdr(1) 20° fall

solar hot water system

fall mdr(1) 20°

600

Adventist Ag 03

3 x 2 Bedroom Unit Roof Plan - Units 1,2, & 3

06

1:100 02 A501

3 x 2 Bedroom Unit Side Elevation

07

1:100 04 A501

03 A501

01 A501

FCL RL: 2.450

FCL RL: 2.950

eg

eg

eg

FFL RL: 0.250

FFL RL: 0.000

Kit

Bath

2,450

Kit

Kit

2,450

Bath

2,450

dp dp

Bath path

eg

FFL RL: 0.500

ss

eg

Porch

Living

dp

Kit

Patio

1:100

Retirement Village

56 Elsom Street, Kings Langley, NSW

Scale; 1:100 @ AI

dp balustrade as specified, not shown for clarity

FFL RL: 0.500

3 x 2 Bedroom Unit Side Elevation

Drawn; lee Checked; dm Plot date; 19/11/19

bc

FCL RL: 2.950

FCL RL: 2.700

2,450

11,280

90

4,200

2,660

250

160

W6.11

line of roof over dp

eq 800 800

09 A201

11 A501

Dining

PO Box 833, Epping, NSW Tel +61 2 8876 5300 Fa www.stantondahl.com.a

Robe

1,150

250

+fcl 2100

1,570 90

2,090

Robe

450

90

+fcl 2100

4,505

90 1,600

+fcl 2100

160

1,000 1,000 600

90

4,435

500

510

270

800 800 800

1,000

2,090 50 1,135 965

eq

3,145

90

Stanton Dahl Architects

Bed 1

1,300

270

90 1,630

250

1,300

110

3,780

Robe

4,455

250

eq

3,110

270

8,515

1,600

1,150

200

eq

90

4,485

4,475

eq

880

1,600 90 110 220 90 1,570 1,355

230

1,600

90 2,090 90

4,505

800 800

160

200

350

3,780

eq

fc

250

Project No;

1522.13 Drawing No;

08 0 scale:

1000 2000 1:100 @A1

3000

4000

5000

3 x 2 Bedroom Unit Section

1:100 10 000

09

3 x 2 Bedroom Unit Section

1:100

A201 Typical Floo Unit 1,2 & 3 Elevations (S


Stanton Dahl & Associates Pty Limited. ABN 32 002 261 396 D.P Stanton 36 42, S.M Evans 7686 © Copyright 2016 Stanton Dahl

Legend

Robe

note: drawing may not contain all items listed below

190

laundry tub

dp

700

2,100 15

15

t tr

recessed soap holder

ss

tph

wc 930

cj

wc

tph

tr

ss

vb

900

wm space

gr

cwt(1)

sh

800

fw sh

laundry tub beyond

sr

sr

gr

590

wc gr

cwt(1)

1,000

r

800

tph

ss

r

t

vb 900 100

tr

cwt(1)

wm space

laundry tub

t 1,100

3,145 clear

aluminium angle

a d b c

cft(2)

towel rail

cwt(1)

m

1,100

bathroom FFL to be levelled with living / kitchen FFL

Bath

800

540

t t

fw

1,000

adj al bwu bsn cft(1) cpt(1) ct ckt cwt(1) dw fs fw gr hb hwu kp lam(1) m p(1) r ref scr sd sf sh shr snk sr ss t tph tr ts vb wc wo

wm

vb

450

ensure 450 to centreline eq

eq

450

1,160

930

2,120 clear

01

Bathroom Layout Plan (Typical) - Units 1 & 2 mirrored

a

b

c

d

1:50 300 300 50 o/h

500

615

wall under shown dashed 20 425 600

900

bulkhead over

710

pot drawers

50

100

150

550 650

810

e

50

550

50

545

f

600

p

dw

pot drawers 900

650

shelf beyond

snk

450 drawers

900

lam

lam adj

600

shelve unit

lam

35

adj

p

150

715

adj

snk

500

wo

cwt(2)

p

865

t

ct

450

rh

400

600

cwt(2)

600

mw

batten out wall 50mm services

600

p

900

1,800

fs

300

2,100

50

750

1,100

p

300

450

600

adj

750

600

p

frigde space

35

600

50 820

900

715 50

1,100 corner cup'd

20

600

480 1,260

35

600

810

710 100

1,050

snk

50

20

drawer unit 600

rangehood to be ducted to external wall through bulkhead

dish washer

linen cup'd

lam

600

150

ct

bulkhead over

fridge space beyond batten out wall 50mm services

830

150

cft(1)

batten out wall 50mm services

50

830

kitchen

600

500

50 shelf unit

wo/ mw

p

bulkhead over

600

e hgf

ref space

820 50

batten out wall 50mm services

15

50

35

300

400

(wet area & joinery)

600 20

adjustable shelf aluminium edge boiled water unit basin ceramic floor tile (type) carpet (type) cooktop curtain track ceramic wall tile (type) dishwasher fridge space floor waste grab rail hand basin hot water unit kick plate laminate (type) mirror paint (type) robe hook refridgerator scribe soap dispenser shelf soap holder shower sink shower rose shower screen taps toilet paper holder towel rail/ring timber skirting vanity basin water closet wall oven

note: 1.all work in wc/shr rooms for the disabled to comply with AS1428.1 design for access and mobility part 1: general requirement for access - buildings. 2.Use corner beads for tiling where required as specified 3. Refer to hydraulic documentation for final layouts and specifications. 4. Refer to electrical documentation for final layouts and specifications.

Stanton Dahl Architects

PO Box 833, Epping, NSW 1710 Tel +61 2 8876 5300 Fax +61 2 www.stantondahl.com.au

All dimensions to be verified on site discrepancies referred to architect figured dimensions to take precede dimensions.

This design including its associated etc. is the intellectual property of s associates pty limited and must no copied or used without written per dahl & associates pty limited. Rev

Issue

1 CI1 A

Tender Issue Coordination Issue Construction Issue

B

Construction Certificat Issue

C

Revised Construction Issue

Legend

Refer to consultants doc for coordination purpos

180

810

g

h

50

1,045 corner cup'd

fixed shelf

340

laminate shelves within as specified adjustable shelf

Y

adjustable shelf

1,950

pantry

adj shelf

13

"D" handle

"D" handle

704

linen cupboard

adjustable shelf

adjustable shelf

vinyl wrapped sliding robe doors

150 13

400

16

858 (varies)

13

100

13

hanging rail draw unit & adjustable shelves

900

adjustable shelf

150

X drawer unit

adjustable shelf

704

900

782

449

594

710

eq

"D" handle

90

13

13 13

500

13

296 13 283 15

robe

13mm caesar stone bench top

adjustable shelf

16

(hr)

robe

laminate side panel

adjustable shelf

laminate shelves within as specified adjustable shelf

50

2,440

2,350

fixed shelf eq

450 50 drawers

adjustable shelf

150

eq

1,450

adj shelf

1,950

16

p

50 13mm caesar stone bench top

600

400

bulkhead

eq

13

Architecture Project management Access consulting Interior design

hanging rail (hr)

1. shelving to be white melamine finish min.16mm high moisture resistant particleboard or MDF panels. 2. doors to be sliding with laminate finish 3. face panels to be laminate finish min. 16mm high moisture resistant particleboard or MDF. 4. hanging rails must be capable of being lowered. 5. contractor to check and measure onsite prior to fabrication. 6. provide soft-closers to all drawers and doors 1,800 (varies) 858 (varies)

250

350

(hr)

150

500

NOTE:

p

cornice mould as specified

340

90

Kitchen Layout Plan (Typical) - Units 1 & 2 mirrored 02 1:50

16

434 50 drawers

13

linen / broom cupboard

pantry

Y 450

13

X

Adventist Aged C Retirement Village

03

Wardrobe Plan / Elevation Details (Typical) - Units 1 & 2 mirrored

1:20

04

Linen / Pantry Cupboard Plan / Elevation Details (Typical) - Units 1 & 2 mirrored

1:20

56 Elsom Street, Kings Langley, NSW

Drawn; lee Checked; dm Plot date; 19/11/19 Scale; 1:50, 1:20 @ AI

Project No;

1522.13 Drawing No;

Amend

A401

C


Stanton Dahl & Associates Pty Limited. ABN 32 D.P Stanton 36 42, S.M Evans 7686 © Copyright 2016 Stanton Dahl

Stanton Dahl Architects 26,435

4,120

4,655

7,985

2,150

160

2,120

2,410

460

172

86

50

20mm set down required to allow for nursing home sill for sliding doors. builder to confirm set distance as required 250

86

outline of dividing party slab

2,120

2,120

4,120 6,150

5,370

4,100 6,180

2,080

90

Construction is

D

Revised Const Issue

1,550

note: 1. this drawing shall be rea structural documents. 2. concrete pads are not in provided for a/c units (u water tanks (wt) & heat documents.

20

90

1,010

86 172

125

172

Porch

100

1,010

20

1,360

172

1,450

180

pt 125

apply topping slab to achieve falls as required

100

1,730 300 Builder to confirm external setdown distance where ground falls away and drop edge slab details where required.

6,150

4,120

Builder to confirm external setdown distance where ground falls away and drop edge slab details where required.

2,030

Builder to confirm external setdown distance where ground falls away and drop edge slab details where required.

2 Bedroom triplex Unit Slab Set-down Plan (Units 1,2 & 3)

01

3,145

8,470

5,400

90 50

Porch

125

apply topping slab to achieve falls as required

2,780

86

4,070

2,585

Construction C Issue

C

note: drawing may not contain all item

350

250

610

545

B

Legend

90

pt apply topping slab to achieve falls as required

2,080

Construction Is

50

raven R98 accessible door sill to entry doors

2,410

20

50

50

2,815

Patio

Porch

350

2,030

pt 50

350

20mm set down required to allow for nursing home sill for sliding doors. builder to confirm set distance as required

90 20 350

Issue

A

172

160

2,380

90

172 1,360

20

1,010

125 100

Porch86

11,280

850 1,390

Unit 4

pt

125

pt 125 100

350

90

172

172

1,010

90 20 172

1,360

86 Porch

Unit 6 Unit 6 RL 62.55

50

Unit 4 RL 62.10

890

250

250

typical 172mm setdown at patio junction

600

50 raven R98 accessible door sill to entry doors

Unit 5 Unit 5 RL 62.25

50 2,180

860

50

9,720

50

8,560

50

3,835

3,145

Unit 3 Unit 6 RL 63.70 3,145

Unit 2 Unit 6 RL 63.45

3,145

8,560

11,280

Unit 1

Rev

250

300 Unit 5 RL 63.20

All dimensions to be verified discrepancies referred to ar figured dimensions to take dimensions.

This design including its ass etc. is the intellectual prope associates pty limited and m copied or used without writ dahl & associates pty limite

Patio pt 20

100

100

160

1,360

pt

2,000

100

Patio 86

910

typical 172mm setdown at patio junction

raven R98 accessible door sill to entry doors 1,475

5,150

3,720

990

90

250

2,410

4,540

outline of dividing party division

550

4,540

4,540

50

20

172

Porch

460

110

2,000

50

pt

3,000

20

pt

apply topping slab to achieve falls as required

1,550

172

86 20

172

Patio

86

20

50

86

86

outline of dividing party slab

20mm set down required to allow for nursing home sill for sliding doors. builder to confirm set distance as required 2,120

250

86

86

Patio

50

4,540

20

172

1,360

250

Patio

2,945 2,250 100

125 86

2,000

1,550

3,240

86

3,490

2,950

800

3,290

typical 172mm setdown at patio junction

4,120

160

172

3,290 apply topping slab to achieve falls as required

9,460

11,275

4,545

1,360

110

172

4,490 380

125

2,410 2,410

350

3,720

100

2,410

125

2,410

410

PO Box 833, Epping, NSW Tel +61 2 8876 5300 Fax www.stantondahl.com.a

17,700

4,170

1,200

460

4,655

160

4,120

4,110

1,200

13,500

3 Bedroom Unit Slab Set-down Plan (Unit 4)

02

1:100

2 Bedroom Unit Slab Set-down Plan (Units 5 & 6)

03

1:100

11,160 3,855

1,900

1,550

3,855 17,700

4,070

2,410

827

4,065

827

2,410

3,030

1,550

180 1,730

900

790 172

Unit 16

4,070 4,230

827

4,065

4,555

160

90 apply topping slab to achieve falls as required

50

Patio pt

510

2,410

160

3,000

50

3,000

180

pt

90 2,410

Builder to confirm external setdown distance where ground falls away and drop edge slab details where required.

11,160

90 50

4,220 1,910

1,950

100

50

20

1,160 pt

100

2,000

Patio

100

20

1,360

172 apply topping slab to achieve falls as required 4,070

440

9,720

1,340 860

2,340

50

2,120

800

100

50

Unit 15 RL 60.35

90 125

86

Porch

90 172

172 620

20

90

3,145

11,280

8,400 250

20 125 100 125

172

1,010

1,360

2,080

Builder to confirm external setdown distance where ground falls away and drop edge slab details where required. 828

Unit 15

90 1,860

Patio

1,550

pt

6,270

Adventist Ag

50

Patio

180

apply topping slab to achieve falls as required

350

20

Porch

1,465

Unit 15 RL 60.35

20mm set down required to allow for nursing home sill for sliding doors. builder to confirm set distance as required

90 172

20

86

50

172

2,000

50

20

172

1,360

2,270

172

20mm set down required to allow for nursing home sill for sliding doors. builder to confirm set distance as required

50

outline of dividing party slab

raven R98 accessible door sill to entry doors

pt

Porch

250

2,380

dividing party wall

outline of dividing party division

Architecture Project managemen Access consulting Interior design

890

Unit 12 RL 61.61 Unit 14 RL 60.81

1,440 125 100 1,200 125

pt apply topping slab to achieve falls as required

250

Unit 12 & 14

1,790

350

125 2,120

Unit 11 RL 62.18 Unit 13 RL 61.41

100 125 125 1,550

125

raven R98 accessible door sill to entry doors

400 (Unit 13 &14)

Unit 11 & 13

2,750 3,450

100

pt

172

4,540

500 (Unit 11 &12)

3,145

3,145

8,560

11,280

1,810

1,200

50

1,200

1,810

15,390

50

100

Porch 3,595

1,520

86

50

20

172

86

50

50

3,445

86

125

Patio pt

1,150

4,540 250

160

3,040

160

20

1,550

900

2,790

20mm set down required to allow for nursing home sill for sliding doors. builder to confirm set distance as required 2,120

3,025

100

172

86

172

Unit 8 RL 63.38 Unit 10 RL 62.78

865

pt

100 910 172 2,160

172

800

100

Patio 86

Unit 8 & 10

5,060

5,060 865

1,890

typical 172mm setdown at patio junction

apply topping slab to achieve falls as required

1,360 2,790

9,600

160

4,070

160

180

50

Porch 90

90

172

Unit 7 & 9 Unit 7 RL 63.38 Unit 9 RL 62.78

20,010

4,070

3,000

2,410

20

Porch

3,240

125

pt

4,805

3,000

350

4,755 160

20

100

1,520

pt

4,070

50

raven R98 accessible door sill to entry doors

20

100

125

155

Retirement Village

4,500

56 Elsom Street, Kings Langley, NSW

Builder to confirm external setdown distance where ground falls away and drop edge slab details where required.

04

1 Bedroom Unit Slab Set-down Plan - Units 7, 8, 9 & 10 (Typical)

1:100

05

2 Bedroom Unit Slab Set-down Plan - Units 11,12,13 & 14 (Typical)

1:100

06

3+2 Bedroom Unit Slab Set-down Plan (Units 15 & 16)

1:100

Drawn; lee Checked; dm Plot date; 19/11/19 Scale; 1:100 @ AI

Project No;

1522.13 Drawing No;

A711 Slab Set-Dow Units 1-16,2 (Stage 1&2) 0 scale:

1000 2000 1:100 @A1

3000

4000

5000

10 000


Land & Housing Corporation, General Housing Development (x16 Units) 12 Edwards St & 87-91 Gore St, Port Macquarie, NSW Lots 3-5 DP 36017 & Lot 14 DP 22345 Tender Submission - 28th March, 2019 Architectural Drawing Schedule 2326.18 2326.18 2326.18 2326.18 2326.18 2326.18 2326.18 2326.18 2326.18 2326.18 2326.18 2326.18 2326.18 2326.18 2326.18 2326.18 2326.18 2326.18 2326.18 2326.18 2326.18 2326.18 2326.18 2326.18 2326.18 2326.18 2326.18 2326.18 2326.18 2326.18 2326.18 2326.18 2326.18

A000 A100 A101 A102 A200 A201 A202 A203 A204 A205 A206 A207 A208 A209 A210 A211 A300 A301 A302 A303 A304 A305 A400 A401 A402 A403 A500 A501 A502 A503 A600 A601 A602

Cover Sheet Site & External Works Plan Development Data Demolition Plan Ground Floor Plan - Block A (Units 1-6) First Floor Plan - Block A (Units 1-6) Ground Floor Plan - Block B (Units 7-12) First Floor Plan - Block B (Units 7-12) Ground & First Floor Plans - Block C (Units 13-16) Roof Plans Ground & First Floor Furniture Layout Plan - Block A (Units 1-6) Ground & First Floor Furniture Layout Plan - Block B (Units 7-12) Ground & First Floor Furniture Layout Plans - Block C (Units 13-16) Ground & First Floor Concrete Setout Plans - Block A (Units 1-6) Ground & First Floor Concrete Setout Plans - Block B (Units 7-12) Ground & First Floor Concrete Setout Plans - Block C (Units 13-16) Elevations -Sheet 1 Elevations -Sheet 2 Elevations -Sheet 3 Sections + Street Elevations Stair Sections - Sheet 1 Stair Sections - Sheet 2 Kitchen Joinery Details - Sheet 1 Kitchen Joinery Details - Sheet 2 Kitchen Joinery/Wet Area Details Wet Area Details - Sheet 1 Construction Details - Sheet 1 Construction Details - Sheet 2 Construction Details - Sheet 3 Construction Details - Sheet 4 External Colour Selection Project Specification - Sheet 1 Project Specification - Sheet 2

Structural Drawing Schedule

Electrical Drawing Schedule

Hydraulic Drawing Schedule

180579 180579 180579 180579 180579 180579 180579 180579 180579 180579 180579 180579 180579 180579 180579 180579 180579 180579 180579 180579 180579 180579 180579 180579 180579 180579

180579 180579 180579 180579 180579 180579 180579 180579 180579

2018-0238 2018-0238 2018-0238 2018-0238 2018-0238 2018-0238 2018-0238 2018-0238

S01 S05 S10 S15 S16 S17 S20 S21 S22 S25 S26 S27 S30 S31 S32 S33 S35 S40 S45 S50 S51 S55 S60 S65 S70 S75

Notes & Legends Ground Floor Structural Plan Ground Floor Structural Plan Ground Floor Structural Plan Raft Beam Structural Details Footing Structural Details First Floor Structural Plan First Floor Bottom Reinforcement Plan First Floor Top Reinforcement Plan First Floor Structural Plan First Floor Bottom Reinforcement Plan First Floor Top Reinforcement Plan First Floor Structural Plan First Floor Bottom Reinforcement Plan First Floor Top Reinforcement Plan Suspended Slab Structural Details Roof Structural Plan Roof Structural Plan Roof Structural Plan External Works Structural Plan OSD & Rainwater Tank Structural Details External Works Structural Details Retaining Wall Structural Details Timber Structural Details Steel Structural Details Balcony Structural Sections & Details

E01 E02 E03 E04 E05 E06 E07 E08 E09

Notes & Legends Site Electrical Layout Ground Floor Lighting Layout Ground Floor Power Layout Level 1 Lighting Layout Level 1 Power Layout Roof Electrical Layout Schematics Sheet 1 Schematics Sheet 2

H01 H02 H03 H04 H05 H06 H07 H08

Locality Plan, Cover Sheet & Legend Site Plan Ground Floor & First Floor Plans Block A (Units 1-6) Ground Floor & First Floor Plans Block B (Units 7-12) Ground Floor & First Floor Plans Block C (Units 13-16) Roof Plans & Schematics Detail Sheet Sediment & Erosion Control Plan

Mechanical Drawing Schedule 18087 18087 18087

M01 M02 M03

Notes & Legends Ground Floor Mechanical Layout First Floor Mechanical Layout

Landscape Drawing Schedule 2362.18 2362.18

L01 L02

Landscape Plan Landscape Details

Survey Drawing Schedule BGRE9

Sht. 1 of 1 Detail & Level Survey

Architecture Project manag Interior design

Site

Land & Ho Corporatio

General Housin Units) 12 Edwards St & Port Macquarie

01

Drawn; CP Checked; JOK Plot date; 28/3/19

Location Plan not to scale

Scale; 1:1 as noted

GORE STREET PERSPECTIVE Project No;

BGRE9 Drawing No;

A000

Cover She

Location P


Lot 13 DP 22345 0 scale:

1000 2000 1:100 @A1

3000

4000

5000

telstra pit

existing fence to be demolished and removed from site

10 000

Lot 8 DP 22345

29o27'00" (boundary 32.185m)

T17

T16

T21 T19

T18

TPZ

Stanton Dahl & Associates Pty Limited. ABN 32 002 261 396 Nominated Architects : D .P Stanton 3642, S.M Evans 7686 ©Copyright 2018 Stanton Dahl

TPZ 29o27'00" (boundary 23.495m)

TPZ

Legend

demolition plan

note: drawing may not contain all items listed below

Carport

Shed

Carport

TPZ TPZ TPZ

existing trees to be retained

TPZ

existing carport and shed to be demolished and removed from site

T4 existing fence to be demolished and removed from site

Lot 14 DP 22345

No.12 Edwards Street Single Storey Brick Clad Metal Roof

existing trees to be removed

existing tree to be removed

not in scope of works denotes existing items to be demolished or removed (walls, equipment etc.)

T15 dp

T23

note: 1. this drawing shall be read in conjunction with structural and service engineer documents. 2. broken lines indicate general extent of demolition and removal but full extent of these works includes all ancillary and associated elements not necessarily described by the specific notes. 3. where ex. walls are to be demolished, provide all temporary structural supports as required and as detailed by engineer. all redundant equipments to be returned to client for storage. 4. refer to services consultants drawings for removal of ex. services and requirements. 5. remove ex. sink unit, all associated pipework and ex. tiled surround and make good. cap off and seal ex. pipework. 6. remove all ex. loose furniture and return to client for storage. 7. remove all ex. fixed joinery items and make good to floor and wall as required. 8. remove and relocate all ex. equipments as per equipment schedule. return to client if not noted. 9. remove ex. floor finishes and make good.

T24

existing trees to be removed

Lot 2 DP 36017

existing shed to be demolished and removed from site

T13

T14 existing dwelling to be demolished and removed from site

T25

existing fence to be demolished and removed from site

existing fence to be demolished and removed from site

existing fence to be demolished and removed from site

T27

T31 existing trees to be removed

existing trees to be removed

exiting sewer line

Lot 3 DP 36017

existing tree to be removed

Lot 4 DP 36017

existing hydrant

T12

(boundary 43.735m) 299o27'00"

E dw a r ds Str eet

existing power pole

T26 T30

existing dwelling to be demolished and removed from site

Lot 5 DP 36017

299o24'50"

(boundary 46.835m)

existing sewer man hole

existing fence to be demolished and removed from site T29 T28 existing trees to be removed

No. 87 Gore Street Single Storey Weatherboard Clad Metal Roof

No. 89 Gore Street Single Storey Weatherboard Clad Metal Roof

existing dwelling to be demolished and removed from site

No. 85 Gore Street Single Storey Weatherboard Clad Metal Roof

existing dwelling to be demolished and removed from site

T32

No.91 Gore Street Single Storey Weatherboard Clad Metal Roof

existing carport to be demolished and removed from site

existing trees to be removed

Carport

Carport

Carport

T35

T11

existing trees to be removed

TPZ

existing concrete driveway to be demolished and removed from site

existing concrete driveway to be demolished and removed from site

T8

T9

T33

T6 T1

T7 (b

ou

T10

existing trees to be retained

nd

ar

y

4.

30

0m

existing trees to be removed

existing trees to be removed

T2 existing tree to be removed

T3

existing tree to be removed

TPZ )

T34

T5 (boundary 52.735m) 31o12'50" existing tree to be removed

telstra pit telstra pit

existing power pole

existing driveway crossover to be demolished, kerb and gutter reinstated to council requirements

Demolition Plan 01 1:100

Family &

04 03 02 01

25/03/19 20/03/19 28/02/19 6/2/19

Tender Issue Issue to Consultants 90% Tender Issue Consultant Issue

Go r e Str eet Project Architect:

Hydraulic & Structural Consultant:

Stanton Dahl Architects

Inline Hydraulics

Ph: (02) 8876 5300 Fax: (02) 9868 2624

Ph: (02) 9526 1923

existing driveway crossover to be demolished, kerb and gutter reinstated to council requirements

existing power pole

existing driveway crossover to be demolished, kerb and gutter reinstated to council requirements

Architect:

Project:

Title:

Status:

General Housing Development

Demolition Plan

Date:

Scale:

S|d job no:

Project no.

28/3/19

1:100 @ AI

2326.18

BGRE9

Tender


1000 2000 1:100 @A1

3000

4000

5000

Stanton Dahl & Associates Pty Limited. ABN 32 002 261 396 Nominated Architects : D .P Stanton 3642, S.M Evans 7686 ©Copyright 2018 Stanton Dahl

10 000

Legend

(floor plans)

note: drawing may not contain all items listed below

D01

945

2,410

1,524

100

1,850 7,940

50

3,370

3,210

160

2

1,160

270

160

3,730

TO S TAIR

UNIT 4 RL 14.450

door numbers (as scheduled) (prefix ex. for existing door)

W01

window numbers (as scheduled) (prefix ex. for existing window)

(a)

wall type (as scheduled)

ac acc adhc amb ap bal(1) bfc bol brm bsn cft(1) cj cl col comms cpt(1) ct dp drp edb ex. fb(1) fhr fp fs fw gb gt gtd hr(1) ht hwu hyd kr lb lin mw ofc ps pty pv pv-hw ref rfm robe rw(1) rwo rwt snk sc sfc shr sk sl sp st sv(1) swp tgsi vp wfc wm wo ws wcs

air conditioner condenser accessible ageing, disability & home care ambulant access panel balustrade (type) broom finish concrete bollard broom cupboard basin ceramic floor tile (type) control joint clothes line column communication cabinet carpet (type) cooktop downpipe doorpost electrical distribution box existing face brickwork (type) fire hose reel feature panel fridge space floor waste garbage bin gate grated drain handrail (type) hose tap hot water unit hydrant kerb ramp letter box linen cupboard microwave off form concrete privacy screen pantry photo-voltaic panel photo-voltaic hot water panel refridgerator recessed floor mat wardrobe retaining wall (type) rainwater outlet rainwater tank sink steel column steel float concrete shower skylight/skytube sliding door spitter store sheet vinyl (type) storm water pit tactile ground surface indicators vent pipe wood float concrete washing machine space wall oven wheel stop window casing

3,870 3,670

A

01

1,670 230

2,810

2,820

B

C

160

02

Project Architect:

Hydraulic & Structural Consultant:

Stanton Dahl Architects

Inline Hydraulics

Ph: (02) 8876 5300 Fax: (02) 9868 2624

Ph: (02) 9526 1923

150

2,350

4,170

150

3,575

2,670

B

150

1,560

3,615

2,510 150

2,685

4,565

C

1

150

150

100 U/S

HOB 1050

100

HOB

150

A

4,180

160 1,415 785

86

460 150 750

HOB

100 86

160

150 4,340 4,490

Ground Floor Concrete Setout Plan (Units 1-6) Block A 1:100

25/03/19 Tender Issue

160

150

150

230

D

01

Family &

2,320 4,545

150

160

2,245

3,575

2,275

1,715

3,465

7,270

REF

1

400

160

635

86

160

86

635

300

635

160

1

615

1,175

160

86

REF

160

1

160

2,620

4,490

5,590

VOID

4,090

UNIT 5 RL 14.450

8,380

50

8,380

2,040

50

1,215

2,980

11,995

11,845

8,380

9,015

UNIT 1 RL 11.350

3

1,085

120 2,040

50

3,145

160

50

2,360

IR

2,940

86 150

TO STA

160

3,210

2,705

100

HOB

4,215

257

100

HOB

1,660

110 1,200

3,450 150

170

VOID

160

150

5,680

100 U/S

850

4,010

160

4,340

150

50

HOB 1050

1,310

270

3,210

2,890

4,060

380

160

257

2

4,490

50

85 UNIT 2 RL 11.350 270

4

UNIT 6 RL 13.600

1,640

9,580

9,260

100 1,940

2

3

160

86 2,980

11,525

1,740

850 257

257

1,650

257

50 50

3

86

160 86

1,935

775

2,745

525

585 2,460

257

50

2,040

100 U/S

3,470 280 110 640 100 150

50

2,090

86

3,400

160

1,200

4,320

110 160

50

160

2,160 160

160

3,870

1,470

4,480

160

380

2

160

2,400

257

270

3

3,870

UNIT 3 RL 10.500

9,260

86 110 1,000

230

9,580

257

160

HOB 1050

4,370

257

640

150

150

160

1,760

2,310

4

935 2,616

100

HOB

4 550

160 3,900 1,570

86

257

2,150 160 3,900 1,730

4

150

150

150

2,000

150

3,420

160

3,420

160

9,410

160

150

4,440

150

3,110

8,350

250 1,750

7,550

160

2,500

160

160

8,670

D

9,410

8,350

C

100 U/S

2,500

B

HOB 1050

8,670

A

D

86

C

HOB

B

150

A

11,845

0 scale:

230 160

D

First Floor Concrete Setout Plan (Units 1-6) Block A 1:100

Architect:

Project:

Title:

Status:

General Housing Development

Ground & First Floor Concrete Setout

Date:

Tender Scale:

S|d job no:

Project no.

28/3/19

1:100 @ AI

2326.18

BGRE9


0 scale:

1000 2000 1:100 @A1

3000

4000

5000

Stanton Dahl & Associates Pty Limited. ABN 32 002 261 396 Nominated Architects : D .P Stanton 3642, S.M Evans 7686 ©Copyright 2018 Stanton Dahl

10 000

Legend

(elevation & sections)

note: drawing may not contain all items listed below

UNITS 8 & 11

LOBBY

UNITS 7 & 10

UNITS 2 & 5

LOBBY

alv alw bal(1) bc bhc boe bws csc cfc col conc. dp eg egl ex. f fb(1) fcl ffl flv gl gt hwu hr(1) flv ft(1) mc(1) mdr olv p(1) ps pv rp rs rw s sl ss(1) wcs

UNITS 1 & 4

10,300 gable photovoltaic system to manufacturer's details party wall to extend to u/side of roof sheeting FRL 60/60/60 Rw50

610

dp

450

964

bal

rp(1)

mdr(1) dp

dp

mc(2)

dp

f

csc

f

f

f

Ground Floor Level RL: 10.355

bws

fb(1)

fb(1)

1,880

fb(1) al.sl.door bal

f wcs

csc

f

csc

fb(1) tow: RL 12.710

fb(1)

tow: RL 12.640

First Floor Level RL: 14.450

sc

rp(2)

Carport

fb(1) f

ft(2)

ft(3)

ft(3)

bws

render & paint finish granosite as specified

rp(1) tow: RL 15.500

dp csc

fb(1)

b'dry

dp

f wcs mc(1)

f f

ft(3)

rw

csc

csc

csc

fb(1)

2,100

f

ft(3)

csc

fb(1)

ft(1)

csc

powdercoated metal louvre privacy screen

rp(2)

rp(2)

Ceiling Level RL: 14.050

Ground Floor Level RL: 11.350 Carport RL: 11.300

f f

rw

f

50

mc(2)

fb(1)

1,200

fb(1)

rp(1)

rp(2)

dp

f

f

mc(2)

Ceiling Level RL: 17.150

eg ps

csc

dp

dp

fb(1)

mc(1)

f

rp(1)

rp(2)

col

rp(2)

dp

f

f

f

mdr(1)

tow: RL 15.500 f

dp f

300

csc

fb(1)

wcs

wcs f

wcs

fb(1)

mc(1)

rp(1)

wcs

eg wcs

wcs fb(1) tow: RL 14.280

1,200

f

f

Ceiling Level RL: 13.055 2,700

ps mc(1)

render & paint finish granosite as specified

450

mdr(1)

1,200

400

First Floor Level RL: 13.455

dp

2,700

7,645

powdercoated metal louvre b'dry privacy screen

450

mdr(1)

1,200

mdr(1)

pv

ps 450

mdr(1)

eg

3,055

Ceiling Level RL: 16.155

sk

450

2,700

1,845

pv

400

photovoltaic system to manufacturer's details

450

1,350

Ridge RL: 18.000

Ridge RL: 19.030

2,700

colorbond roof sheeting with colorbond fascia, gutters and downpipes, roof pitch @ 20 degrees

7,730

photovoltaic system to manufacturer's details

bws masonry retaining wall to engineer's details

masonry retaining wall to engineer's details

natural ground line shown dashed

East Elevation (Gore St) 1:100

UNITS 9 & 12

LOBBY

UNITS 8 & 11 party wall to extend to u/side of roof sheeting FRL 60/60/60 Rw50

UNITS 13 & 15 party wall to extend to u/side of roof sheeting FRL 60/60/60 Rw50

First Floor Level RL: 12.200

dp

mc(2)

tow: RL 13.264

First Floor Level RL: 13.455

f

rp(1)

f

Ceiling Level RL: 13.055

rp(2) csc fb(1)

f

f f

tow: RL 13.980 rp(2)

Driveway

f

rp(1) f

fb(1)

rp(2) csc

csc

csc

rp(2)

fb(1)

al.sl.door

render & paint finish granosite as specified

f

f

f

f

f

f

f

First Floor Level RL: 13.455 Ceiling Level RL: 13.055

Gore Street

fb

ft(1)

f

1,540

Face Brick (fb) PGH: "Velour" "Mineral" b'dry

Metal Roof Sheeting (mdr) Colorbond: "Custom Orb" Colorbond "Windspray"

f

Ground Floor Level RL: 10.355

bws

bws

f

50

bws

f

fb(1)

mc(1)

csc

Ground Floor Level RL: 10.055

f

al.sl.door tow: RL 14.505

powdercoated metal louvre privacy screen

mc(2)

f

rp(1)

ps

f

Ceiling Level RL: 16.155

eg

mdr(1) dp

wcs

dp

2,700

mdr(1) wcs

fb(1)

fb(1)

f

Carport

450

wcs

dp

csc

Ridge RL: 17.695 colorbond roof sheeting with colorbond fascia, gutters and downpipes, roof pitch @ 20 degrees

7,340

dp

f

ft(1)

2,700

wcs

al.sl.door

2,400

wcs

ps

eg

7,790

dp

sc

ft(2)

Ground Floor Level RL: 9.100 Carport RL: 9.050

dp

powdercoated metal louvre privacy screen render & paint finish granosite as specified

400

Ceiling Level RL: 11.800

2,700

7,725

dp b'dry

mc(1)

450

dp wcs

400

1,875

450 mdr(1)

sk

mdr(1)

Ceiling Level RL: 15.855

eg

Ceiling Level RL: 14.900

1,990

pv

photovoltaic system to manufacturer's details 450

3,000

Ridge RL: 16.775

pv

450

400

Ridge RL: 17.845 colorbond roof sheeting with colorbond fascia, gutters and downpipes, roof pitch @ 20 degrees

note: 1. all handrails, balustrades & louvres shown indicatively only. refer to detail drawings for clarity. 2. refer to engineer's drawings for final co-ordination. 3. fence type 1 (ft1) 1,800mm high slat fence, fence type 2 (ft2) 1,800mm high colorbond fence, fence type 3 (ft3) 900mm high slat fence.

2,700

E01

Metal Cladding (mc1) Colorbond: "Shadowline" Colorbond "Windspray"

South Elevation (Edwards St) E02 1:100

UNITS 3 & 6

UNITS 14 & 16

5,660 gable

f

colorbond roof sheeting with colorbond fascia, gutters and downpipes, roof pitch @ 2.5 degrees

fb(1)

al.sl.door

First Floor Level RL: 12.450

fb(1) powdercoated metal louvre privacy screen tow: RL 10.960

ft(2)

Ground Floor Level RL: 10.500

boe rw

ps

powdercoated metal louvre privacy screen

dp

fb(1)

render & paint finish granosite as specified rp(1)

f

mc(2)

f

f

cl

col f bws

Ground Floor Level RL: 9.350

f

csc dp al.sl.door

mc(1) tow: RL 13.264 rp(1)

hwu

fb(1)

dp col

dp col

csc csc

dp

col

col

cl

fb(1)

fb(1)

f

DULUX - "Bay's Water"

dp

cl

mdr(2)

csc dp

al.sl.door

dp

fb(1)

csc dp col

wcs

f

fb(1) mdr(2)

Ceiling Level RL: 14.900

mdr(1) wcs

dp f

Render & Paint (rp2) Exterior Walls

1,644

bc

dp

wcs

rp(1)

ps

Ceiling Level RL: 12.050

450 mdr(1)

2,700

2,700

ft(1)

csc

pv mdr(1)

Ceiling Level RL: 15.150

render & paint finish granosite as specified csc

DULUX - McGinley

Ridge RL: 16.544

2,700

dp

f

bal

rp(1)

bc

1,625

dp mc(1)

Render & Paint (rp1) Exterior Columns & concrete (type 1) balustrades & parapets

party wall to extend to u/side of roof sheeting FRL 60/60/60 Rw50

Entrance Doors

b'dry

7,444

mc(1)

colorbond roof sheeting with colorbond fascia, gutters and downpipes, roof pitch @ 20 degrees photovoltaic system to manufacturer's details

DULUX - "Bay's Water"

First Floor Level RL: 12.200 Fascias, gutters, downpipes, steel columns

Ceiling Level RL: 11.800

400

al.sl.door

Metal Cladding (mc2) Colorbond: "Custom Orb" Colorbond "Shale Grey"

UNITS 13 & 15

450

mdr(1)

ps

dp

LOBBY

2,700

2,700

b'dry powdercoated metal louvre privacy screen

2,300

Ridge RL: 16.775

ps

2,700

colorbond roof sheeting with colorbond fascia, gutters and downpipes, roof pitch @ 20 degrees

400

Ceiling Level RL: 13.200

7,400

Ceiling Level RL: 16.300

450

7,425

1,600

450

400

Ridge RL: 17.900

First Floor Level RL: 13.600

adjustable louvres aluminium framed window balustrade (type) barge capping brick header course brick on edge brickwork sill cut soldier course compessed fibre cement column concrete downpipe eaves gutter existing ground line existing fixed sash window face brickwork (type) finished ceiling level finished floor level fixed louvres ground line gate hot water unit handrail (type) fixed louvres fence (type) metal cladding (type) metal deck roof operable louvres paint (type) privacy screen photovoltaic cells render & paint finish roller shutter retaining wall sliding sash window sliding door sun shade (type) window casing

rp(1) ft(3)

DULUX - Colorbond "Windspray"

Edwards Street

bins

Ground Floor Level RL: 9.100 natural ground line shown dashed

E03

West Elevation 1:100

Family & Community Services

04 03 02 01

Rev

25/03/19 20/03/19 28/02/19 6/2/19

Date

Tender Issue Issue to Consultants 90% Tender Issue Consultant Issue

Issue

Project Architect:

Hydraulic & Structural Consultant:

Stanton Dahl Architects

Inline Hydraulics

Ph: (02) 8876 5300 Fax: (02) 9868 2624

Ph: (02) 9526 1923

Landscape Consultant:

Electrical Consultant:

Architect:

Project:

Title:

Status:

General Housing Development (x16 Units)

Elevations -Sheet 1

Date:

Tender Scale:

S|d job no:

Project no.

28/3/19

1:100 @ AI

2326.18

BGRE9

Stage:

Drawn:

Checked:

Approved:

CC

CP

JOK

LAHC


3000

4000

5000

Stanton Dahl & Associates Pty Limited. ABN 32 002 261 396 Nominated Architects : D .P Stanton 3642, S.M Evans 7686 ©Copyright 2018 Stanton Dahl

10 000

Legend

(floor plans)

note: drawing may not contain all items listed below

15

15

2

1

1

1,015 clear

90

Lobby Entry

Lobby

15

290 365 hr 550 hr

Void

hr

15

270

Unit 7 Entry

270

665

1,680

hr

50

cft(2)

15

270 3

2

40 1,020

4,530

4

3

15

40

5

cft(2) RL: 9.200

hr

50

Lobby Entry

1,285

15 90

3,835

6

Lobby

665

15

1,005 90

18

17

16

15

14

13

11

12

9

10

8

7

6

5

4

3

2

1

hr

90

7

6

RL: 10.355

270

15

7

1,075 clear

270 15

90 1,185

8

powder coated metal handrail as detailed

Lobby Entry

cft(3)

11

9

RL: 10.305 cft(1)

cpt

10

8

hr

Bath

powder coated metal handrail as detailed

9

5

Bed 1

12

provide contrasting nosing tile (non-slip)

outline of stair above shown dashed

Unit 8 Entry

provide contrasting nosing tile (non-slip)

50

13

12

4

hr

1,020 clear 14

10

provide contrasting nosing tile (non-slip)

RL: 10.305 cft(1)

355

15

14

11

powder coated metal handrail as detailed

16

15

13

Units 7-12 Lobby Stair Detail Plan - First Floor 1:50

17

40

16

outline of stair above shown dashed

02

Unit 15 Entry

230 1,200 comms 17

270

hr

270

15

19

Unit 16 Entry

2,835 clear

18

1,610 clear

15

375

9,055

4,665

hr

230

90

50 70 50 40 40

15

cft(3)

Comms

15 1,590 clear

Bath

cpt

15

285

Bed 1

2,355

provide contrasting nosing tile (non-slip)

Unit 10 Entry

powder coated metal handrail as detailed

15

cft(2) RL: 12.200

1,185 MSB

MSB

1,285

cft(2)

Unit 11 Entry

15

1,005

Lobby RL: 13.455

90

1,020

Lobby

Lobby Entry

90

135

50 50 40 40

18

50

17

16

15

14

13

12

11

10

9

8

7

6

5

4

3

2

1

40

250

1,110

270

hr

150

hr

Unit 12 Entry

15

5,390

2,470

15

door numbers (as scheduled) (prefix ex. for existing door)

D01

270

cpt

15

Bed 2

cft(3)

90

Bath

15

2,470 15

270 15

270

Units 13-16 Lobby Stair Detail Plan - Ground Floor 03 1:50

Units 7-12 Lobby Stair Detail Plan - Ground Floor 01 1:50

Units 13-16 Lobby Stair Detail Plan - First Floor 04 1:50

W01

window numbers (as scheduled) (prefix ex. for existing window)

(a)

wall type (as scheduled)

ac acc adhc amb ap bal(1) bfc bol brm bsn cft(1) cj cl col comms cpt(1) ct dp drp edb ex. fb(1) fhr fp fs fw gb gt gtd hr(1) ht hwu hyd kr lb lin mw ofc ps pty pv pv-hw ref rfm robe rw(1) rwo rwt snk sc sfc shr sk sl sp st sv(1) swp tgsi vp wfc wm wo ws

air conditioner condenser accessible ageing, disability & home care ambulant access panel balustrade (type) broom finish concrete bollard broom cupboard basin ceramic floor tile (type) control joint clothes line column communication cabinet carpet (type) cooktop downpipe doorpost electrical distribution box existing face brickwork (type) fire hose reel feature panel fridge space floor waste garbage bin gate grated drain handrail (type) hose tap hot water unit hydrant kerb ramp letter box linen cupboard microwave off form concrete privacy screen pantry photo-voltaic panel photo-voltaic hot water panel refridgerator recessed floor mat wardrobe retaining wall (type) rainwater outlet rainwater tank sink steel column steel float concrete shower skylight/skytube sliding door spitter store sheet vinyl (type) storm water pit tactile ground surface indicators vent pipe wood float concrete washing machine space wall oven wheel stop

Legend

(elevation & sections)

note: drawing may not contain all items listed below

colorbond roof sheeting with colorbond fascia, gutter & downpipe roof pitch @ 20 degrees

colorbond roof sheeting with colorbond fascia, gutter & downpipe roof pitch @ 20 degrees

ceiling void

ceiling void

timber roof beams to manufacturers requirements

20.0° 20.0°

20.0°

20.0° 20.0°

20.0°

eg

Ceiling RL: 14.900

Ceiling RL: 15.855

eg Unit 16 entry

1,000

R10 ceramic floor tiles as specified

2,400

powder coated metal handrail and balustrade

2,400

Unit 11 entry

reinforced concrete slab to structural engineers details

First Floor RL: 13.455

Lobby reinforced concrete slab to structural engineers details

reinforced concrete slab to structural engineers details

First Floor RL: 12.500 Landing RL: 12.200

provide contrast nosing tiles to stairs R10 ceramic floor tiles to stairs

off form concrete paint finish note: provide high grade formwork to achieve smooth finish

1,000

off form concrete paint finish note: provide high grade formwork to achieve smooth finish

R10 ceramic floor tiles as specified

Unit 8 entry

Ground Floor RL: 10.355

reinforced concrete slab and footing to structural engineers details

reinforced concrete stairs and slab to structural engineers details

Ground Floor RL: 9.350

06 03 02 01

25/03/19 Tender Issue 20/03/19 Issue to Consultants 28/02/19 90% Tender Issue

Lobby Stair Section (Units 13-16) 1:50

Project Architect:

Hydraulic & Structural Consultant:

Stanton Dahl Architects

Inline Hydraulics

Ph: (02) 8876 5300 Fax: (02) 9868 2624

Ph: (02) 9526 1923

Landscape Consultant:

Electrical Consultant:

Architect:

adjustable louvres aluminium framed window balustrade (type) barge capping brick header course brick on edge brickwork sill cut soldier course compessed fibre cement column concrete downpipe eaves gutter existing ground line existing fixed sash window face brickwork (type) finished ceiling level finished floor level fixed louvres ground line gate hot water unit handrail (type) fixed louvres fence (type) metal cladding (type) metal deck roof operable louvres paint (type) privacy screen photovoltaic cells render & paint finish roller shutter retaining wall sliding sash window sliding door sun shade (type) window casing

note: 1. all handrails, balustrades & louvres shown indicatively only. refer to detail drawings for clarity. 2. refer to engineer's drawings for final co-ordination. 3. fence type 1 (ft1) 1,800mm high slat fence, fence type 2 (ft2) 1,800mm high colorbond fence, fence type 3 (ft3) 900mm high slat fence.

reinforced concrete slab and footing to structural engineers details

Lobby Stair Section (Units 7-12) 1:50

Family & Community Services

Comms

2,850

opening under stairs MSB

off form concrete paint finish note: provide high grade formwork to achieve smooth finish

powder coated metal handrail and balustrade

850

reinforced concrete stairs and slab to structural engineers details

R10 ceramic floor tiles as specified

off form concrete paint finish note: provide high grade formwork to achieve smooth finish

R10 ceramic floor tiles to stairs powder coated metal handrail and balustrade

off form concrete paint finish note: provide high grade formwork to achieve smooth finish

Lobby entry

provide contrast nosing tiles to stairs

3,100

Lobby opening under stairs

05

alv alw bal(1) bc bhc boe bws csc cfc col conc. dp eg egl ex. f fb(1) fcl ffl flv gl gt hwu hr(1) flv ft(1) mc(1) mdr olv p(1) ps pv rp rs rw s sl ss(1) wcs

timber roof beams to manufacturers requirements

1,000

2000 0 @A1

Project:

Title:

Status:

General Housing Development (x16 Units)

Stair Sections - Sheet 2

Date:

Tender Scale:

S|d job no:

Project no.

28/3/19

1:50 @ AI

2326.18

BGRE9

Stage:

Drawn:

Checked:

Approved:

CC

CP

JOK

LAHC


Stanton Dahl & Associates Pty Limited. ABN 32 002 261 396 Nominated Architects : D .P Stanton 3642, S.M Evans 7686 ©Copyright 2018 Stanton Dahl

Legend

(wet area & kitchen joinery)

note: drawing may not contain all items listed below

adj bsn cft(1) cos cpt(1) ct cwt(1) dgpo dw ex. fs fw fwt gpo gr hb hwu kp lam(1) m mw p(1) r ref rh sb sc sh shr snk sr src t tph tr ts u/b vt wc wo

15

800 fs

450 pty

500 350

600 330 900 u/b oven corner cup'd 900 rangeh'd

600

35

450

300

770

770

a

900 15 corner cup'd

330

900 corner cup'd

600 500 u/b oven

300

450 pty

600 pty

600

600 u/b oven

600

900 rangeh'd

675 overhead

900 corner cup'd 675 15

600

overhead

Kitchen Detail Plan Unit 15 1:50

800 rangeh'd

300 2,400

600

700 15

600

110

1,615

15

310

920 lin/brm

450

920

300

300 600

bulkhead over

sb

Bathroom Notes: - Contractor to submit shop drawings for approval prior to fabrication - wall adjacent to wc and shower to all ground floor bathrooms to be reinforced for grab rails in accordance with AS1428.1 - All work in wc/shr rooms for the disabled to comply with AS1428.1 - Adaptable bathroom to comply with AS4299 - All wet areas to comply with AS3740 - Walls to be strengthened above washer to allow for wall hung dryer. - Washing machine/tub taps to be installed at a height to allow dryer to be wall hung above.

dgpo dgpo

dgpo

snk

adj

fs

fs

adj lam(1)

900 15 corner cup'd

50

15

900 corner cup'd

600

600 u/b oven

600

600 pty

800 15 fs

90

15

600

g

h

Kitchen Notes: - Contractor to submit shop drawings for approval prior to fabrication. - Floor tiles to be laid before kitchen is installed and should extend beneath all joinery cupboards. - Extend splashback tiles behind cupboards to a height of 600mm from floor level. - Fridge spaces to be ventilated through bulkhead (provide insect screen). - Rangehood to be ducted through bulkhead to external wall. - Batten out wall 50mm next to wo/mw unit for services. - Pull out draw below oven and microwave. - Fridge GPO to be installed on side wall 300mm from front of fridge. - GPO to be installed on 50mm batten out wall 300m from front of bench.

adj

785

935

850 15 drawer

2,700 50

15

600

600

k

300

snk

800

1,200

sb

lam(1)

drawers 35 450 400 drawer

15

l

adj adj

adj

900

15 770 50 corner c'pbd

lockable cupb'd

lam(2)

lam(1)

adj adj sb

dgpo snk

rh

dgpo

dgpo ct

fs

adj lam(1)

100

100

970 15

15

15 600

30

snk t

90

vt

cft(2)

90

dgpo

800

Kit

100

600

dgpo

fs

laminate top

1,200 low height wall

l m

2,700

k n

1,800

800

dgpo

bulkhead over

bulkhead over

800 rangeh'd

lockable cupb'd

batten out party-wall 50mm for installation of services

1,500

batten out party-wall 50mm for installation of services bulkhead over

100

300

1,200

300

300

UNIT 6

15

adjustable shelf basin ceramic floor tile (type) confirm on site carpet (type) cooktop ceramic wall tile (type) double general purpose outlet dishwasher existing fridge space floor waste feature wall tile general purpose outlet grab rail hand basin hot water unit kick plate laminate (type) mirror microwave paint (type) robe hook refridegerator rangehood splashback shower screen soap holder shower sink shower rose shower curtain taps toilet paper holder towel rail/ring timber skirting under bench oven vanity water closet wall oven

lockable cupb'd

1,800 fs

800 rangeh'd

900

p

bulkhead over

A: 60.49 m2

410

90

adj

700

600

p lam(2)

f

600

50

400

15 30

Pty

Lin/Brm

ref

dgpo

t

800 15 fs

600

300

300 900

800 rangeh'd 700

600

600 pty

15 600

800 15 fs

15

35

450

2,700

90

50

900 rangeh'd

600

15

lam(1) drawers

e

90

450

15

675

800

10

wm

adj

adj

d

800

800

65

adj

adj

900

800 fs

450

473

900

800 15 fs

lockable cupb'd

ct

snk

snk

100

15

rh

sb

100

dgpo

15

dgpo

batten out party-wall 50mm for installation of services

800

snk

900

Pty

adj

1,800

Kit

900 corner cup'd

ref

dgpo

bulkhead over

675 15

100

bulkhead over

2,700

f

900

g

batten out party-wall 50mm for installation of services

450 35 drawer

e

cft(2)

987 wm space

adj

c

50

batten out party-wall 50mm for installation of services

rangeh'd to be ducted to external wall through bulkhead

700 vt

rh ct

fs

adj

b

920

h

11

900

600 adj

ct

800

900

dgpo

dgpo

1,800 fs

900

800 rangeh'd 700

600

700

adj

rh

snk dgpo

1,800

drawer unit

90

adj

lam(1)

drawers

15

Lin/Brm

adj

800

300

300 800 rangeh'd 800

adj

bulkhead over lam (1)

Kitchen Detail Plan Unit 14 1:50

09

1,170

adj

ct

adj

p

lam(2)

lam(1)

100

15

765 315 overhead 15

overhead

800 15 fs

100

15

350 450 pty

bulkhead over

100

dgpo

15

dgpo

p

sb

rh snk

sb

snk

800

Pty

dgpo

snk

900 corner cup'd

ref

adj

2,700

rangeh'd to be ducted to external wall through bulkhead

770

t

1,800

bulkhead over

700

cft(2)

900 rangeh'd

lockable cupb'd bulkhead over

770

310

Dining

765

15

800

Kit cft(2)

15 300

900

drawer unit

100

c

b

900

15

a

450 35 drawer

920

Lin/Brm

d

15

970

600

800

400

800 16

n

m

Kitchen Detail Plan Unit 6 1:50

04 03 02

25/03/19 Tender Issue 20/03/19 Issue to Consultants 28/02/19 90% Tender Issue

Project Architect:

Hydraulic & Structural Consultant:

Stanton Dahl Architects

Inline Hydraulics

Ph: (02) 8876 5300 Fax: (02) 9868 2624

Ph: (02) 9526 1923

Architect:

Project:

Title:

Status:

General Housing Development

Kitchen Joinery/Wet Area Details

Date:

Tender Scale:

S|d job no:

Project no.


0 scale:

1000 2000 1:100 @A1

3000

4000

5000

Stanton Dahl & Associates Pty Limited. ABN 32 002 261 396 Nominated Architects : D .P Stanton 3642, S.M Evans 7686 ©Copyright 2018 Stanton Dahl

10 000

External Colour Schedule

Project Specification (Continued on A601)

Internal Colour Schedule

Land and Housing Corporation

4

Page 1

Selection Schedules

January 2019

SITEWORKS – FINISHES SCHEDULE

ITEMS

REQUIREMENT/ MATERIAL/ FINISH

PRODUCT SELECTION/ COLOUR

Driveways

Reinforced ‘colour-through’ coloured concrete - cc(1)

CCS Concrete Systems (ph: 1800 077 744) Border Pattern: CCS Soldier Course Brick Colour: CCS Blue Gum

Parking areas, Carports

Reinforced ‘colour-through’ coloured concrete - cc(1)

CCS Concrete Systems (ph: 1800 077 744) Border Pattern: CCS Soldier Course Brick Colour: CCS Blue Gum

Paths

Reinforced ‘colour-through’ coloured concrete - cc(2)

CCS Concrete Systems (ph: 1800 077 744) Border Pattern: CCS Soldier Course Brick CCS Ghost Gum

Face Brick (fb-1, bws, boe)

Compressed Fibre Cement (cfc)

Carpet flooring (cpt)

PGH: "Velour" "Mineral"

Cemintel - Barestone External

Godfrey Hirst - Twyne "Stormcloud"

Patio, Porch

Ceramic floor tiles - cft(2) (Living/Dining/Kitchen/Corridors)

Ceramic floor tiles - cft(3) (Bath/L'dry/WC)

Lexatonia tiles - Stone Matt LEX0157 300 x 600 (R10)

Lexatonia tiles - Stone Matt LEX0157 300 x 300 (R10)

Ceramic tiles, fully vitrified, unglazed cft(1)

Lexatonia Tiles ph: (02) 9674 1944

(non-slip) R11 Drying area

300 x 300mm bush hammer “Ash” LEX134

Reinforced ‘colour-through’ coloured concrete - cc(2)

CCS Concrete Systems (ph: 1800 077 744) Border Pattern: CCS Soldier Course Brick CCS Ghost Gum

Letterboxes (hardstand area)

Reinforced ‘colour-through’ coloured concrete - cc(2)

CCS Concrete Systems (ph: 1800 077 744) Border Pattern: CCS Soldier Course Brick CCS Ghost Gum

Metal Roof Sheeting mdr(1)

Metal Cladding mc(1)

Metal Cladding mc(2)

Colorbond: "Custom-Orb" Colorbond "Windspray"

Colorbond: "Shadowline" - vertical Colorbond "Windspray"

Colorbond: "Custom Orb" - horizontal Colorbond "Shale Grey"

Laminate (lower cup'ds + kicks)

Laminate (upper cup'ds)

Laminate benchtop

lam(1) Laminex - "Oyster Linea" Natural finish 289

lam(2) Laminex - "Ghost Gum" Natural Finish 086

Laminex - "Pure Mineralstone" Natural Finish 162

External Stair – Handrails

powder coated hot dip galvanised 50mm diameter handrails and posts (hr)

Colour to match Dulux: CB8 Colorbond Windspray

External stair - Nosings

Walmay Stepmaster 100 series

To comply with AS1428.1

Handrail to be installed as per AS1428.1

clear anodised nosing (nos), black insert. SMN 113 External stair – Tactile Ground Surface Indicators (tgsi)

Walmay Ceramic Plaintile Hazard (NCTH) Charcoal NCTH4015

To comply with AS1428.1

1800mm high colorbond fencing - ft(2)

Colorbond

FENCES AND GATES Side and rear boundaries

Ph: 1800 022 999 Dulux: Colorbond Shale Grey

Private yards

1800mm high powder coated metal ‘slatted’ fencing - ft(1)

Colorbond Ph: 1800 022 999 Dulux: Colorbond Shale Grey

Metal Roof Sheeting mdr(2) Colorbond: "Klip-Lok" Colorbond "Windspray"

Land and Housing Corporation

Page 2

Front boundary and returns to building line

Selection Schedules

1200mm high masonry walls fb(1)/ RP(2) and 900mm high powder coated metal ‘slatted’ fencing - ft(3)

January 2019

PGH Bricks Range: Velour Colour: Mineral Mortar Colour: White

Internal paint colours

Feature wall tiles - Stone Matt LEX0157 600 x 600

Feature wall tiles (fwt)

Wall tiles - Lexatonia 'LEX911' White gloss 600 x 300 (laid horizontally)

Wall tiles (cwt)

Dulux - Vivid white matt finish PN2E1

Ceilings & Cornices

Dulux - Rottnest Island in semi gloss PN2E2

Skirtings, architraves & internal doors

Dulux - Palace Stone in low sheen finish PN2F5

Internal walls generally

DULUX - Colorbond "Windspray"

Fascias, gutters, downpipes, steel columns

DULUX - "Bay's Water"

Entrance Doors

DULUX - "Bay's Water"

Render & Paint (rp2) Exterior Walls

DULUX - McGinley

Render & Paint (rp1) Exterior brick columns & concrete (type 1) balustrades & parapets

OR Render Brick: Dulux Bay’s Water Slatted Fencing (Infill-panels): Dulux: Colorbond Shale Grey Bin enclosure

Masonry walls fb(1) +

PGH Bricks

Metal posts & beams

Range: Velour Colour: Mineral Mortar Colour: White Dulux: Colorbond Windspray

Garden edges

Masonry walls fb(1)

PGH Bricks Range: Velour Colour: Mineral Mortar Colour: White

Metal posts and beams

Metal preferred

External lights

Refer to Electrical Engineers Drawings

Clothes lines (Units 1, 2, 9, 12)

1 per dwelling

Dulux: Colorbond Windspray

Equal to Hills Everyday Double Folding Clothesline (2200 x 1200) + post kit for ground mounting. FD45616

Awning

Colour: to match Dulux: Colorbond Windspray Equal to Hills Everyday Double Folding Clothesline (1900 x 1200) + post kit for ground mounting.

Clothes lines (Units 4, 5, 7, 10, 15)

1 per dwelling

Clothes lines (Units 3, 4, 6, 8, 11, 16)

1 per dwelling

ACM Clotheslines

Awning

PH: 0404 616 054 Status: 1500 Series (1500 x 950) + post kit Date:

Awning

Wet area tiles

Colour: to match Dulux: Colorbond Windspray

Dulux paints

NSW GOVERNMENT

Family & Community Services Land & Housing Corporation

04 03 02 01

Rev

25/03/19 20/03/19 28/02/19 6/2/19

Date

Tender Issue Issue to Consultants 90% Tender Issue Consultant Issue

Issue do not scale drawings. check all dimensions on site. figured dimensions take precedence.

Project Architect:

Hydraulic & Structural Consultant:

Stanton Dahl Architects

Inline Hydraulics

Ph: (02) 8876 5300 Fax: (02) 9868 2624

Ph: (02) 9526 1923

Landscape Consultant:

Botanique Design Mob: 0404 887 620

Electrical Consultant:

Architect:

Project:

Title:

General Housing Development (x16 Units)

External Colour Selection

at 12 Edwards St & 87-91 Gore St, Port Macquarie

Retaining walls

Tender Scale:

28/3/19 @ AI Stage: Drawn: Colour: to match Dulux: Colorbond Windspray CC CP File:

190mm concrete block– rw

Plotted:

2326.18_12 Edwards St, 87-91 Gore St, Port Macquarie

Drawing:

28/3/19 Austral Masonry A600 8:53 amGB Split Face Range: Colour: Limestone Mortar Colour: White

Signage – visitor and disabled parking

Metal to local Council requirements

Landscaping – planting

Refer to Landscape drawings

Garden hose

- 1 per each ground floor for SEPP Housing for Seniors and People with a Disability

18 metres long 12mm diameter reinforced plastic hose 12 x 12mm brass tailpiece for

Sheet:

S|d job no:

Project no.

2326.18

BGRE9

Checked:

Approved:

JOK

LAHC Rev:

31 of 27 04


A - EH1 – SCH - 001

External Finishes Schedule Project Name

Client

Eventide Homes - Stage 1 967 Henry Lawson Drive, Padstow Heights NSW Eventide Homes

Date

3rd October 2019

Revisions

Date

Comments

P0

19.11.2019

Issued for Tender

Location


Code

Element / Location

Product Details – Finish, Colour

Supplier

Fb(1& 2)

Face Brick

PGH Dry Pressed ‘Colour Silver Shadow’

PGH

Image

Rev

Other details

P0

Refer to Architectural drawings for location & extents Sample of final brick, mortar and jointing style to be prepared for Client Approval prior to installation.

Pattern: Stretcher Bond Mortar: Off white mortar to AS 3700 Joints: Flush

Bricks to be blended (mixed among themselves) during laying. As per manufacturer’s advice, select units from down and across three to six open packs to ensure an even colour distribution across the surface. Expansion joints to match mortar colour. Joint locations to be confirmed prior to commencement.

Rp(1)

Render & Painted Finish – Type 1

Render finish over brickwork/blockwork:

Dulux

P0

Refer to Architectural drawings for location & extents

Dulux

P0

External columns and general façade feature elements as indicated.

Type: Dulux Acra Tex 950 Roll On 00 with AcraShield weather-proofing barrier topcoat. Colour: Beige Royal Half Rp(2)

Render Finish – Type 2 External Columns

Class 2 Concrete with textured painted finish: Finish: Patching and repair prior to applied Matte Paint Finish

Class 2 Concrete Finish to meet AS 3660 & AS 3610

Type: Dulux Weathershield Masonry Matte

Refer to Architectural drawings for location & extents

Colour: Final Colour TBC Mdr(1)

Metal Deck Roofing

LYSAGHT KLIPLOK 406

Lysaght / Colorbond Ph: 02 9317 4190

P0

Refer to Architectural drawings for location & extents Allow for DP’s barges, flashings and cappings in matching material / colour. For thermal insulation R-value requirements refer BASIX Report

AVAILABILITY: ACT NSW NT QLD SA TAS VIC WA COVERAGE: 406mm DA Approved Roof Pitch: 1.5 degrees Colorbond ‘Dune’ 0.55 BMT mc(1)

External Metal Wall Cladding

Product: Lysaght Enseam

Colorbond

P0

Non-combustible. Certified to Fire Resistance Level of FRL 60/60/60.

2465.,19 Eventide Homes, Stage 1 External Finishes Schedule

1


Profile for TahaniSayed

Tahani Job Portfolio  

Architecture job Portfolio shows projects that I have completed/ongoing with precise and detailed documentation for tender stages

Tahani Job Portfolio  

Architecture job Portfolio shows projects that I have completed/ongoing with precise and detailed documentation for tender stages

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