proposed ellison residence · This plan shall remain the sole property of Paramount Design and must...

address

NOTES

CONFIRM ALL DIMENSIONS ON SITEPRIOR TO COMMENCEMENT OF WORK.

REFER ENGINEER'S DRAWINGS FORSTRUCTURAL AND CONCRETE WORK.

CONTRUCTION DETAILS MAY VARY ON SITE AT THE BUILDER'S OR OWNER'S DISCRETION.

DO NOT SCALE FROM DRAWINGS.

This plan shall remain the sole property of Paramount Design andmust not be copied, given, lent, resold, hired out or otherwise disposed

of without the written permission of Paramount Design.

D.F. 20/09/2018REV. VARIATION

DRN DATE client job no.

sheet no.

scaleCOPYRIGHT©

Telephone (08) 9345 3133 Facsimile (08) 9349 6003

WEB www.paramountdesign.com.auEMAIL [email protected]

Unit 4, 511 Wanneroo Road BALCATTA WA 6061

drawing name:

design subject tocouncil approval

1 : 100 @ A2

SCHEDULE OF COLOURS

plans dated12/02/2019

ROOF - 'COLORBOND STEEL' SHALE GREY

RENDER - OFF WHITE RENDER COLOUR

UPPER WALL CLADDING -'JAMES HARDIE' AXON CLADDING - WOODLAND GREY COLOUR SPOTTED GUM TIMBER CLADDING

PROPOSED WINDOW FRAMES - - STORMFRONT COLOUR

GARAGE DOOR - WOODLAND GREY

CONTENTS:

PAGE 1 - SITE SURVEYPAGE 2 - SITE PLAN

PAGE 3 - GROUND FLOOR PLANPAGE 4 - UPPER FLOOR PLANPAGE 5 - ELEVATIONS

PAGE 6 - WINDOW SCHEDULE 1PAGE 7 - WINDOW SCHEDULE 2

PAGE 8 - 3D PERSPECTIVES

00 of 08

COVER PAGEELLISON

LOT 1 (#23A) NEWRY STREET,FLOREAT

PD_19028

pro

po

sed

elli

son

re

sid

en

ce

address

NOTES







D.F. XX/XX/2017REV. VARIATION

DRN DATE

ELLISON


client

PD_19028

job no.

sheet no.

scaleCOPYRIGHT©




drawing name:


pro

po

sed

elli

son

re

sid

en

ce

1 : 200 @ A2

14.0

1

14.0

0

14.6

9

14.5

9

14.4

8

14.3

1

14.1

7

14.0

5

13.9

8

13.8

0

13.5

8

13.5

0

13.5

313.5

6

13.6

3 13.6

1

13.8

1

14.4

3

14.3

8

14.3

1

14.6

3

14.4

4

14.1

8

14.1

0

14.0

6

14.1

3

14.1

4

14.2

5

13.8

2

13.7

5

13.7

9

13.7

2

13.8

7

13.6

8

13.7

0

13.6

7

13.7

4

14.0

1

14.0

3

13.8

5

13.6

3

13.7

7

13.6

9

13.6

513

.69

13.9

6

14.0

5

14.1

5

14.0

2

14.0

5

14.0

7

14.5

914

.11

14.0

5

21.8

9

8.4

9

14.12

27.8

5

90°

135°0

'7"

135°0'8"

13.7

3

14.0

314

.79

14.3

5

14.4

8

14.6

2

14.6

2

13.7

3

13.6

8

14.8

5

14.8

2

14.7

7

14.9

3

14.0

5

14.2

4

14.3

9

14.4

0

14.5

7

14.5

6

14.7

6

14.9

5

14.8

2

14.7

5

14.4

414

.15

14.2

314

.49

14.0

6

14.0

3

14.3

1

13.7

9

13.6

9

13.7

113

.77

13.9

1

14.8

3

13.7

2

13.6

9

13.4

3

14.00

14.0

0

14.50

14. 5

0

M

PP

PP

PP

S

S

S

S

DH

PM

PM

(bitumen)

N E W R Y S T R E E T

(bitu

me

n)

B I R

K D

A L

E S

T R

E E

T

GM

3.57 2.05

269°

49'49"

90°1

0'11

"

tbm nail 13.50m

(AHD HEIGHT)

tbm nail 14.69m

(AHD HEIGHT)

2residence well clear

timberpatio

PG

PG

14.00

barrier kerb

sem

i-m

ou

nta

ble

ke

rb

RV

brick & tile

residence # 23a

approx FFL: 14.24

timber patio

sem

i-m

ou

nta

ble

ke

rb

semi-mountable kerbover-head powerlines

ov

erh

ea

d p

ow

erl

ine

so

ve

rhe

ad

po

we

rlin

es

ov

erh

ea

d p

ow

erl

ine

s

overhead powerlines

consumer cable

brick & metal garage approx

FFL: 14.90

metal shed

bitumen

crossover

concrete path

co

nc

rete

pa

thbitumen

crossover

concrete

crossover

car bay

car bay

m/cbay

1.7m high brick wall

concrete

driveway



88°2

3'23

"

0.34

0.0

9

2.83 268°21'44"

270°

0.1

9

0.3

0.0

627

0°90

°13'33

"

180°1

3'3

2" 1.34

270° 270°

0.3

0.1

1

0.1

1

270° 270°

0.1

1

0.1

1

270° 270°

270°

270°

22'50"

1.2

0.0

9

89°4

1'38

"

7.89

270°

89°5

6'58

" 2

1.8

9

B I R

K D

A L

E S

T R

E E

TLot 2

Lot 288

Lot 1

ABC0

.05

0.0

5

0.0

5

0.0

5

0.0

5

0.1

4

1.772.051.91

270°89°46'28"

90°90°90

°

89°3

7'10

"

270°

18'2

1"

ENLARGEMENT AT "A"

(NOT TO SCALE)

"A" "A"

brick planter box

PG

PG DH


brick wall

eaveline RL:16.83

eaveline RL:17.62

0.31

1

tap

14.4

1

FAVOUR OF LOT 1 (EAVES & GUTTERS)

ZONING R15

LOT 1544m²

1 of 8

NO

RTH

SITE SURVEY

IMPORTANT FEATURE SURVEY NOTES

Feature & Contour Survey of: Lot 1, No. 23a Newry Street, FLOREAT

SSP 12186

0 10 155 7.5 12.5

CLIENT:

BUILDER:

BUILDER JOB #

AUTHORITY:

PLAN:

REVISION:

FEATURE SYMBOL

HEIGHT DATUM: AHD

NOHEIGHT CORRECTION TO AHD:

C/T Vol: 1670 Fol: 992

SEWER JUNCTION DETAILS

SCALE 1:200 AT A2 SIZE

07/11/18SURVEY DATE:

MAP REFERENCE:

HOUSE CONNECTION (HC) IL:

UP DISTANCE:

DEPTH TO CONNECTION:

N/A

N/A

N/A

LEGEND

SERVICE DETAILS

WATER: L

L: LOCATED

OVERHEAD POWER: L

TBC: LOCATION TO BE CONFIRMED

NS: NO SERVICE

A: AVAILABLE BUT NOT LOCATED

U/G POWER: NS

GAS: L

TELSTRA: L

SERVICE NOTES

>1KMCOASTAL ZONE:

N/A

CABLE DOME

SEWER INFORMATION:

POWER

PF PG

NPL

NAILPM

DH

G

P

P

PP

LP

CPCB

IO

HC

IS

MH

RVFP

T

D

CABLE BOX

POWER

POWER POLE

ECMARKER

EXPOSEDCABLES

POLECONSUMER

LIGHT POLE

WATER

METER / TAP

WATER

TAP

FIRE

STOP VALVE

HYDRANT

FLUSHING

POINT

BORE

RETIC VALVE

WWATER

SEWERAGE

MARKER

SEWER M/H

(SQUARE LID)

SEWER M/H

(ROUND LID)

INSPECTIONSHAFT

INSPECTIONOPENING

HOUSECONNECTION

TELSTRA

TELSTRA

PIT

TELSTRA

MANHOLE

TELSTRA

MARKER

DRAINAGE

DRAIN M/H

(SQUARE LID)

DRAIN M/H

(ROUND LID)

SIDE

ENTRY PIT

COMBINED

ENTRY PIT

DRAINAGE

GRATE

GAS

GASMARKER

GAS METER GAS VALVE

SURVEY MARKS

PEG FOUND

DRILL HOLE

PEN MARK

PEG GONE

BENCH MARK

NAIL & PLATE

NAIL

A

SHEET: 1 OF 1

544m²LOT AREA:

1. The boundary information on this site plan is approximate only. The boundary has been positioned using a best-fit of available survey marks and fence lines. A repeg / bdy identification survey is recommended if an accurate position of features / improve

2. The sewer junction on this plan has been plotted using information provided by the Water Corporation. A site inspection is required by the builder / developer in order to verify the position and depth of the sewer connection.

3. The lot dimensions shown on this feature survey plan have been taken from L.T.O survey plans. The final repegged dimensions may vary due to adjustments made during field survey.

4. All service information shown of this plan should be verified with the relevant authorities. 5. Pro West Surveying does not accept liability for any loss or damage caused by the use of this feature survey plan for any purpose.

GV

SV

GM

SEWER: TBC

EREARTH ROD

T (08) 9242 8247 E: [email protected]

Web: www.prowestsurveying.com.auF (08) 9242 8296

Po Box 1463 Osborne Park DC 6916 DWG# 2832001

Licensed and Engineering Surveying Consultants

PROS U R V E Y I N G

WEST

NOTES

(1) ALL FEATURES IN GOOD CONDITION

(2) FOR CLARITY,TREE SPREADS ARE NOT SHOWN TO SCALE

TOWN OF CAMBRIDGE

ELLISON

porch concrete path

(3) A =INTRUSION EASEMENTS OVER LOT 2 IN B C

NO SEWER INFORMATION AVAILABLE AT TIME OF SURVEY

MISCELLANEOUS INFO.

SPOT HEIGHT

OVERHEAD

POWER LINE

SSEWER

LINE

FENCE LINE WWINDOW /

OPENING

10.1

6

HEIGHT> 5m_

BIG TREE

SMALL TREE

HEIGHT<5m

SSTREET SIGN

LEGEND

EXISTING BUILDING TO BEDEMOLISHED SHOWN DASHED

address

NOTES







D.F. XX/XX/2017REV. VARIATION

DRN DATE

ELLISON


client

PD_19028

job no.

sheet no.

scaleCOPYRIGHT©




drawing name:


pro

po

sed

ellis

on

re

sid

en

ce

1 : 200 @ A2

14.0

1

14.0

0

14.6

9

14.5

9

14.4

8

14.3

1

14.1

7

14.0

5

13.9

8

13.8

0

13.5

8

13.5

0

13.5

313.5

6

13.6

3 13.6

1

13.8

1

14.4

3

14.3

8

14.3

1

14.6

3

14.4

4

14.1

8

14.1

0

14.0

6

14.1

3

14.2

5

13.8

2

13.7

5

13.7

9

13.7

2

13.8

7

13.6

8

13.7

0

13.6

7

13.7

4

14.0

1

14.0

3

13.8

5

13.6

3

13.7

7

13.6

9

13.6

513

.69

13.9

6

14.0

5

14.1

5

14.0

2

14.0

5

14.0

7

14.5

914

.11

14.0

5

21.8

9

8.4

9

14.12

27.8

5

90°

135°0

'7"

135°0'8"

13.7

3

14.0

314

.79

14.3

5

14.4

8

14.6

2

14.6

2

13.7

3

13.6

8

14.8

5

14.8

2

14.7

7

14.9

3

14.0

5

14.2

4

14.3

9

14.4

0

14.5

714

.56

14.7

6

14.9

5

14.8

2

14.7

5

14.4

4

14.2

314

.49

14.0

6

14.0

3

14.3

1

13.7

9

13.6

9

13.7

113

.77

13.9

1

14.8

3

13.7

2

13.6

9

13.4

3

14.0

0

14.50

14. 5

0

M

PP

PP

PP

S

S

S

S

DH

PM

PM

(bitumen)


(bitu

me

n)

B I R

K D

A L

ES T

R E

E T

GM

3.57 2.05

269°

49'49"

90°1

0'11

"

tbm nail 13.50m

(AHD HEIGHT)

tbm nail 14.69m

(AHD HEIGHT)


PG

PG

14.00

barrier kerb

sem

i-m

ou

nta

ble

ke

rb

RV

sem

i-m

ou

nta

ble

ke

rb

semi-mountablekerb

over-head powerlines

ov

erh

ea

d p

ow

erl

ine

so

ve

rhe

ad

po

we

rlin

es

ov

erh

ea

d p

ow

erl

ine

s

overheadpowerlines

consumer cable

brick & metal garage approx

FFL: 14.90

metal shed

bitumen

crossover

concrete path

co

nc

rete

pa

th

concrete

crossover

car bay

car bay

m/cbay




88°2

3'23

"

0.34

0.0

9 2.83 268°21'44"

270°

0.1

9

0.3

0.0

627

0°90

°13'33

"

180°1

3'3

2" 1.34

270° 270°

0.3

0.1

1

0.1

1

270° 270°

0.1

1

0.1

1

270° 270°

270°

270°

22'50"

1.2

0.0

9

89°4

1'38

"

7.89

270°

89°5

6'58

" 2

1.8

9

B I R

K D

A L

E S

T R

E E

TLot 2

Lot 288

Lot 1

ABC0

.05

0.0

5

0.0

5

0.0

5

0.0

5

0.1

4

1.772.051.91

270°89°46'28"

90°90°90

°

89°3

7'10

"

270°

18'2

1"

ENLARGEMENT AT "A"

(NOT TO SCALE)

"A" "A"

PG

PG DH


eavelineRL:16.83

eaveline RL:17.62

0.31

SETBACK

14.00

S/BACK

14.4

1

14.1

4

13.9

6

S/B

AC

K

S/B

AC

K

S/B

AC

K

COMBINATIONMETERBOXLOCATION

FAVOUR OF LOT 1 (EAVES & GUTTERS)

ZONING R15

LOT 1544m²

2 of 8

NO

RTH

SITE PLAN

IMPORTANT FEATURE SURVEY NOTES

Feature & Contour Survey of: Lot 1, No. 23a Newry Street, FLOREAT

SSP 12186CLIENT:

BUILDER:

BUILDER JOB #

AUTHORITY:

PLAN:

REVISION:

FEATURE SYMBOL

HEIGHT DATUM: AHD

NOHEIGHT CORRECTION TO AHD:

C/T Vol: 1670 Fol: 992

SEWER JUNCTION DETAILS

07/11/18SURVEY DATE:

MAP REFERENCE:

HOUSE CONNECTION (HC) IL:

UP DISTANCE:

DEPTH TO CONNECTION:

N/A

N/A

N/A

LEGEND

SERVICE DETAILS

WATER: L

L: LOCATED

OVERHEAD POWER: L

TBC: LOCATION TO BE CONFIRMED

NS: NO SERVICE

A: AVAILABLE BUT NOT LOCATED

U/G POWER: NS

GAS: L

TELSTRA: L

SERVICE NOTES

>1KMCOASTAL ZONE:

N/A

CABLE DOME

SEWER INFORMATION:

POWER

PF PG

NPL

NAILPM

DH

G

P

P

PP

LP

CPCB

IO

HC

IS

MH

RVFP

T

D

CABLE BOX

POWER

POWER POLE

ECMARKER

EXPOSEDCABLES

POLECONSUMER

LIGHT POLE

WATER

METER / TAP

WATER

TAP

FIRE

STOP VALVE

HYDRANT

FLUSHING

POINT

BORE

RETIC VALVE

WWATER

SEWERAGE

MARKER

SEWER M/H

(SQUARE LID)

SEWER M/H

(ROUND LID)

INSPECTIONSHAFT

INSPECTIONOPENING

HOUSECONNECTION

TELSTRA

TELSTRA

PIT

TELSTRA

MANHOLE

TELSTRA

MARKER

DRAINAGE

DRAIN M/H

(SQUARE LID)

DRAIN M/H

(ROUND LID)

SIDE

ENTRY PIT

COMBINED

ENTRY PIT

DRAINAGE

GRATE

GAS

GASMARKER

GAS METER GAS VALVE

SURVEY MARKS

PEG FOUND

DRILL HOLE

PEN MARK

PEG GONE

BENCH MARK

NAIL & PLATE

NAIL

A

SHEET: 1 OF 1

544m²LOT AREA:

1. The boundary information on this site plan is approximate only. The boundary has been positioned using a best-fit of available survey marks and fence lines. A repeg / bdy identification survey is recommended if an accurate position of features / improve

2. The sewer junction on this plan has been plotted using information provided by the Water Corporation. A site inspection is required by the builder / developer in order to verify the position and depth of the sewer connection.

3. The lot dimensions shown on this feature survey plan have been taken from L.T.O survey plans. The final repegged dimensions may vary due to adjustments made during field survey.

4. All service information shown of this plan should be verified with the relevant authorities. 5. Pro West Surveying does not accept liability for any loss or damage caused by the use of this feature survey plan for any purpose.

GV

SV

GM

SEWER: TBC

EREARTH ROD

T (08) 9242 8247 E: [email protected]

Web: www.prowestsurveying.com.auF (08) 9242 8296

Po Box 1463 Osborne Park DC 6916 DWG# 2832001

Licensed and Engineering Surveying Consultants

PROS U R V E Y I N G

WEST

NOTES

(1) ALL FEATURES IN GOOD CONDITION

(2) FOR CLARITY,TREE SPREADS ARE NOT SHOWN TO SCALE

TOWN OF CAMBRIDGE

ELLISON

(3) A = INTRUSION EASEMENTS OVER LOT 2 IN B C

NO SEWER INFORMATION AVAILABLE AT TIME OF SURVEY

MISCELLANEOUS INFO.

SPOT HEIGHT

OVERHEAD

POWER LINE

SSEWER

LINE

FENCE LINE WWINDOW /

OPENING

10.1

6

HEIGHT> 5m_

BIG TREE

SMALL TREE

HEIGHT<5m

SSTREET SIGN

5154

190013170 5056

4558

14250

9050

1900

PROPOSEDGARAGE

GRANO @ -01c= 14.154 APPROX.

14250

4593

3047

12220

PROPOSED DRIVEWAY &CROSSOVER TO COUNCIL

SPECIFICATIONS TO BE PAVED

TO SETOUT POINT TO SETOUT POINTTO SETOUT POINT

TO S

ETO

UT

PO

INT

TO S

ETO

UT

PO

INT

TO S

ETO

UT

PO

INT

TO SETOUT POINT TO SETOUT POINT

TO S

ETO

UT

PO

INT

TO S

ETO

UT

PO

INT

TO S

ETO

UT

PO

INT

UPPER FLOORSHOWN HATCHED

ORIGINAL LOT 1 AREA = 544m²

RESIDENCESITE COVERAGE : 222.005m² (40.81.%)

OPEN SPACE: 321.995m² (59.19%)

SITE COVERAGE CALCULATIONS

SETOUTPOINT

SETOUTPOINT

SETOUTPOINT

SETOUTPOINT

13170

1343

7147

TO SET

OUT P

OIN

T

LETT

ER

BO

X

3171

23672

1100

4000

260693243171

PANEL & POSTRETAINING

T.O.W @ 13.95

1016

PA

NEL

& P

OST

RETA

ININ

GT.

O.W

@ 1

4.2

2

PA

NEL

& P

OST

RETA

ININ

G(T

.O.W

STE

PPIN

G F

RO

M14.2

2 T

O 1

3.9

5)

PANEL & POST RETAINING(T.O.W STEPPING FROM

14.22 TO 14.05)


T.O.W @ 13.95


T.O.W @ 13.95

SLOPEDOWN

4626

1600

2475

T.O.W

@

14.8

3

230 WIDE RENDEREDBRICK FENCE WITH

ANGLED FLAT-BAR OVER

T.O.W

RAKIN

G

EXISTIN

G

FENCEEXISTING FENCE

TO BE RENDERED

8260

2515

1780

1030

7847

458

T.O

.W @

14.8

3

T.O

.W @

14.8

3

T.O

.W @

15.3

9

OVERSHADOWINGSHOWN HATCHED (TOTAL

SHADOW AREA = 58.085m²)

PROPOSED 1800 HIGHCOLORBOND FENCE

TO BOUNDARY

PROPOSED PANEL& POST RETAININGSHOWN HATCHED

RENDERED BRICKRETAINING

T.O.W @ 14.82

T.O.W @14.683

T.O.W @14.19

PAVED @ 00c

GR

ASSED

AR

EA

@ 1

4.0

5 A

PPR

OX

.

1500

6m

SETB

AC

K L

INE MATURE TREE TO

FRONT SETBACK AREA PROPOSED RESIDENCESHOWN SHADED

F.F.L. @ 00c= 14.24 APPROX.

DN

METER

GARDEN BED@ 14.19

PAVED @ -20mm

PROPOSEDTERRACE

PAVED @ -20mm= 14.22 APPROX. DN

4399

4521

1039

6027

7750

1900S/BACK

T.O

.W @

14.6

0

3500PANEL & POST

RETAININGT.O.W @ 14.62

12625


T.O.W @ 14.42

5054

9673

9350

B I R

K D

A L

E S

T R

E E

T

1900

1100


address

NOTES








DRN DATE

ELLISON


client

PD_19028

job no.

sheet no.

scaleCOPYRIGHT©




drawing name:


pro

po

se

d e

llis

on

re

sid

en

ce

1 : 100 @ A2

1500

1500

1500

1500

4521

1042

Westinghouse

FR

K I T

C H

E N

S C U L LUP

G R A S S E DA R E A

M E D I A

BED 3

G A L L E R Y

L A U N D R Y

G A R A G E

Westinghouse

V O

I D

FIR

EPLA

CE

D R Y I N G

B O U N D A R Y

B O

U N

D A

R Y

B O

U N

D A

R Y

B O

U N

D A

R Y

B O U N D A R Y

ADJOININGGARAGE

L I V I N G

6.05 x 6.24

D I N

E

9610

1400

EXTENT OFUPPER FLOOR

E N

S.

LINEN

5.25 x 5.25

COATS

1

2 3

4

5

6

7

9

10

DN DN

METER

F.L. @ 00c =14.34 APPROX.

GRANO @ -01c

DROPZONE

RO

BE

RO

BE

4.65 x 3.83

3.35 x 3.61

G U E S TB E D

P'DER

8

T E R R A C E(VOID OVER)

7.20 x 4.01

PAVED @ -20mm

ZONING R15

LOT 1544m²

NO

RTH

1

2

HOUSE: 169.388m²GARAGE: 45.924m²TERRACE: 29.634m²PORCH: 3.476m²

TOTAL: 248.422m²

PERIMETER: 60.020m

GROUND FLOOR PLAN

proposed areas:

3 of 8

WM

7644

6005


B I R

K D

A L

E S

T R

E E

T

NORTH

ERN A

SPEC

T

NORTHERN ASPECT

NORTHERN ASPECT

N

N

4799

B O U N D A R Y

B O

U N

D A

R Y

B O

U N

D A

R Y

B O U N D A R Y

B O

U N

D A

R Y

4193

address

NOTES








DRN DATE

ELLISON


client

PD_19028

job no.

sheet no.

scaleCOPYRIGHT©




drawing name:


pro

po

se

d e

llis

on

re

sid

en

ce

1 : 100 @ A2

4 of 8

proposed areas:

UPPER FLOOR PLAN

V O

I D

B E D 3

W A

L K

WA

Y

B A T H

V O I DB E L O W

VER

TIC

AL S

CR

EEN

ING

DRESSING

E N S U I T E

M A S T E RB E D

R O B E

SKYLIGHT

S I T T I N G

2210

3290

DN

4.55 x 5.00

3030

R O B E

STORE

3.40 x 3.90

B A

L C

O N

Y

4.75 x 4.95

READING NOOK

B E D 23.40 x 4.00

11 12

13

14

15

16

17

19

20

18

EXTENT OFGROUND FLOOR

ZONING R15

LOT 1544m²

NO

RTH

4 of 8

proposed areas:

UPPER FLOOR PLAN

4 of 8

1

2

proposed areas:

UPPER FLOOR PLANHOUSE: 156.32m²BALCONY: 15.77m²

TOTAL: 172.09m²

PERIMETER: 52.84m

4

3

address

NOTES








DRN DATE

ELLISON


client

PD_19028

job no.

sheet no.

scaleCOPYRIGHT©




drawing name:


pro

po

se

d e

llis

on

re

sid

en

ce

1 : 100 @ A2

6

TRIMDECK ROOF @3° PITCH APPROX.

5 of 8

ELEVATIONS

BO

UN

DA

RY

BO

UN

DA

RY

BO

UN

DA

RY

BO

UN

DA

RY

BO

UN

DA

RY

BO

UN

DA

RY

BO

UN

DA

RY

BO

UN

DA

RY

14.17

13.8213.7514.05

13.72

3000

2657

257

C.L. @ 35c TO U/SIDE OF SLAB

UPPER F.L. @ 38c

C.L. @ 69c TOU/S OF PLATE

F.L. @ 00c = 14.24 APPROX.

3000

2657

257


UPPER F.L. @ 38c


F.L. @ 00c = 14.24 APPROX.

3000

2657

257


UPPER F.L. @ 38c


F.L. @ 00c = 14.24 APPROX.

2657

257


UPPER F.L. @ 38c


F.L. @ 00c = 14.24 APPROX.

12 13 15

1 2 3

4 5

16

17

7 8

18

19

9

birkdale street - STREET ELEVATION 4 scale 1:100

newry street - ELEVATION 1 scale 1:100

side view - ELEVATION 3 scale 1:100

rear view - ELEVATION 2 scale 1:100

TRIMDECK ROOF @ 12°PITCH APPROX.

PROPOSED RETAININGSHOWN HATCHED


RENDEREDBRICKWORK

RENDEREDBRICKWORK

RENDEREDBRICKWORK

RENDEREDBRICKWORK

RENDEREDBRICKWORK


TRIMDECK ROOF @3° PITCH APPROX.

ROLLER

DO

OR

SELECTED GARAGE

DOOR

SELECTED TIMBERCLADDING

TIMBER FRAMEDWINDOW SURROUND

(500 DEEP PROJECTION)

FEATURE TIMBER SCREENINGINSIDE STEEL FRAME



3000

CONCRETE FINISHRENDER SHOWN SHADED

CONCRETE FINISHSHOWN SHADED

NATURAL GROUNDLEVEL @ BOUNDARY

NEIGHBOURSGROUND LEVEL @ BOUNDARY

NEIGHBOURS GROUNDLEVEL @ BOUNDARY

69c

31c

38c40c

69c

35c

38c

69c

38c

40c

69c 69c

649686

282

822686





EXISTING BRICK FENCETO BE RENDERED

NATURAL GROUNDLEVEL @ BOUNDARY

EXTENT OF EXISTINGFENCE SHOWN DASHED

EXTENT OFEXISTING FENCESHOWN DASHED

RENDEREDBRICKWORK

RENDEREDBRICKWORK

7759

BU

ILD

ING

HEIG

HT

7609

BU

ILD

ING

HEIG

HT

NOTE: ALL ALUIMINIUM FENCE INFILLTO BE 40x15 ANGLED SLATS WITH

(x2) 40x40 HORIZONTAL BRACINGS(TYPICAL SPACING PLAN BELOW)

4016040 15

40

11

10

20

14.0114.0314.15

13.72

14.2514.40

14.5714.8214.75

13.91 14.00

PROPOSED RETAININGSHOWN HATCHED

40c

14.43 14.38 14.31

14.82

14.41

38c

14


address

NOTES







J.E. 19/11/2019REV. VARIATION

DRN DATE

ELLISON


client

PD_19028

job no.

sheet no.

scaleCOPYRIGHT©




drawing name:


1 : 50 @ A2

pro

po

sed

elli

son

re

sid

en

ce

SIT

TIN

G

12

WIN

DO

W L

OC

ATI

ON

WIN

DO

W Q

UA

NT.

1 O

ff

WIN

DO

W S

IZE

TYPE

2657 x

SPEC

.

FIX

ED

/AN

EETA

SLI

DIN

GFI

XED

/AW

NIN

G

2657 x

2300

TYPE

WIN

DO

W S

IZE

1 O

ff

SLI

DIN

G D

OO

R

2657 x

SPEC

.

TYPE

WIN

DO

W S

IZE

1 O

ff

FIX

ED

/AN

EETA

SLI

DIN

G

2657 x

SPEC

.

TYPE

WIN

DO

W S

IZE

1 O

ff

WINDOW SCHEDULE 1

6 of 8

3000

257

2657

C.L

. @

69c

TO

U/S

OF

PLA

TE

F.L.

@ 3

8c

U/S

IDE O

F FL

OO

R @

35c

F.L.

@ 0

0c

= 1

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4 A

PPR

OX

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sid

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ON

2

sca

le 1

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1971

1700

9

1 O

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IZE

TYPE

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DO

W Q

UA

NT.

WIN

DO

W L

OC

ATI

ON

514 x

1700

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NIN

G

9 EN

SU

ITE

1 O

ff

WIN

DO

W S

IZE

TYPE

WIN

DO

W Q

UA

NT.

WIN

DO

W L

OC

ATI

ON

772 x

3880

AW

NIN

G/F

IXED

10

KIT

CH

EN

943772

1200

3880

2680

16297722410

3610

1200

20

AW

N.

FIX

ED

1 O

ff

WIN

DO

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IZE

TYPE

WIN

DO

W Q

UA

NT.

WIN

DO

W L

OC

ATI

ON

772 x

3610

AW

NIN

G/F

IXED

20

MA

STE

R B

ED

NO

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PPER

FLO

OR

WIN

DO

WS

AR

E T

O B

E P

RO

TEC

TED

AS

PER

BC

A 3

.9.2

.5

3000

257

2657

C.L

. @

69c

TO

U/S

OF

PLA

TE

F.L.

@ 3

8c

U/S

IDE O

F FL

OO

R @

35c

F.L.

@ 0

0c

= 1

4.3

4 A

PPR

OX

.

ne

wry

str

ee

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ATI

ON

1

sca

le 1

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WIN

DO

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UA

NT.

WIN

DO

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OC

ATI

ON

11

MA

STE

R B

ED

2657

3175

2657

WIN

DO

W Q

UA

NT.

WIN

DO

W L

OC

ATI

ON

13

SIT

TIN

G

STRUCTURAL COLUMNW/ PRESSING

15

FIX

ED

FIX

ED

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N.

1490

2300

810

1369

2657

1289

WIN

DO

W Q

UA

NT.

WIN

DO

W L

OC

ATI

ON

15

BED

2

3

FIX

ED

FIX

ED

A.

LOU

VR

E

2625

3000

21

FIX

ED

FIX

ED

SLI

DIN

GSLI

DIN

G

1457

2914

1457

1 O

ff

WIN

DO

W S

IZE

TYPE

WIN

DO

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UA

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WIN

DO

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ON

2914 x

2140

FIX

ED

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G

3 LIV

ING

1490

2140

650

1040

2914

1 O

ff

WIN

DO

W S

IZE

TYPE

WIN

DO

W Q

UA

NT.

WIN

DO

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OC

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ON

2914 x

1380

FIX

ED

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UV

RE

2 LIV

ING

1 O

ff

WIN

DO

W S

IZE

TYPE

WIN

DO

W Q

UA

NT.

WIN

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W L

OC

ATI

ON

3000 x

6350

SLI

DIN

G D

OO

R

1 KIT

CH

EN

/DIN

ING

6350

1800857

11

2657

1800857

1610

(TO

LIN

E U

P W

ITH

PA

NEL

BELO

W)

(TO

LIN

E U

P W

ITH

PA

NEL

BELO

W)

FIX

ED

AN

EETA

SLI

DIN

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FIX

ED

TO B

RIC

KW

OR

K

FIX

ED

SLI

DIN

G13

FIX

ED

AW

N.

10

514

(PLUS RECESSED SILL DEPTH)

REC

ESSE

D S

ILL

REC

ESSE

D S

ILL


12

FIX

ED

AN

EETA

SLI

DIN

GA

NEE

TASLI

DIN

G

1380

340FIXED

address

NOTES







J.E. 19/11/2019REV. VARIATION

DRN DATE

ELLISON


client

PD_19028

job no.

sheet no.

scaleCOPYRIGHT©




drawing name:


1 : 50 @ A2

pro

po

sed

elli

son

re

sid

en

ce

10291114

7 of 8

WINDOW SCHEDULE 2

3000

257

2657

C.L

. @

69c

TO

U/S

OF

PLA

TE

F.L.

@ 3

8c

U/S

IDE O

F FL

OO

R @

35c

F.L.

@ 0

0c

= 1

4.3

4 A

PPR

OX

.

600 1800

1370

18

AW

N.

1 O

ff

WIN

DO

W S

IZE

TYPE

WIN

DO

W Q

UA

NT.

WIN

DO

W L

OC

ATI

ON

600 x

1370

AW

NIN

G

18

PO

WD

ER

1800 600

1200

19

AW

N.

FIX

ED3330

2130

1 O

ff

WIN

DO

W S

IZE

TYPE

WIN

DO

W Q

UA

NT.

WIN

DO

W L

OC

ATI

ON

1800 x

3330

AW

NIN

G/F

IXED

19

EN

SU

ITE

1 O

ff

WIN

DO

W S

IZE

TYPE

WIN

DO

W Q

UA

NT.

WIN

DO

W L

OC

ATI

ON

2400 x

916

ALU

MIN

IUM

FR

AM

ED

GLA

ZED

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OR

7 LAU

ND

RY

7

916

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ELE

VA

TIO

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sca

le 1

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ED

2400

2210

1 O

ff

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W S

IZE

TYPE

WIN

DO

W Q

UA

NT.

WIN

DO

W L

OC

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ON

2400 x

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SLI

DIN

G D

OO

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8 GU

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BED

3000

257

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C.L

. @

69c

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U/S

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PLA

TE

F.L.

@ 3

8c

U/S

IDE O

F FL

OO

R @

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0c

= 1

4.3

4 A

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birk

da

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le 1

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IZE

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DO

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UA

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OC

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ON

2657 x

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AN

EETA

D-H

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16

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TH

17

2485

670

740

2410

1670

1266

2571

1306A

.

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ff

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IZE

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UA

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2657 x

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ff

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IZE

TYPE

WIN

DO

W Q

UA

NT.

WIN

DO

W L

OC

ATI

ON

1114 x

4210

FIX

ED

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NIN

G

4 LIV

ING

43010

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1200

FIX

ED

AW

NIN

G

5

AW

N.

FIX

ED

1028 1029

1 O

ff

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IZE

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UA

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WIN

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OC

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ON

1028 x

3260

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ED

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G

5 MED

IA

2060

3260

1200

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IZE

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DO

W Q

UA

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WIN

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ATI

ON

2657 x

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OR

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ED

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2657

820

1 O

ff

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IZE

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DO

W Q

UA

NT.

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DO

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OC

ATI

ON

2657 x

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.

FIX

ED

14

SIT

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FIX

ED

14

STRUCTURAL COLUMNW/ PRESSING

2657

NO

TE:

UPPER

FLO

OR

WIN

DO

WS

AR

E T

O B

E P

RO

TEC

TED

AS

PER

BC

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.9.2

.5

1235

1550

315

OB

SC

UR

E T

O 1

600 A

.F.L

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BSC

UR

E T

O1600 A

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.

1000

SLI

DIN

GFI

XED

8

TOB

RIC

KW

OR

K

172

86


REC

ESSE

D S

ILL

address

NOTES








DRN DATE

ELLISON


client

PD_19028

job no.

sheet no.

scaleCOPYRIGHT©




drawing name:


pro

po

se

d e

llis

on

re

sid

en

ce

1 : 100 @ A2

8 of 8

3D PERSPECTIVES

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