kurrowa...3740 - waterproofing of wet areas in residential buildings. brickwork articulation joint...

22
Sustainable materials Vertical groove cladding, render and colorbond cladding. Ecomax or similar concrete (polished concrete in living areas), option for rammed earth blocks as interior feature walls for thermal mass, plantation pine framing, E-zero cabinets, all windows and doors aluminium double glazed. Sustainability features 7.5 star minimum energy efficiency, 2.5kW solar power, heat-pump hot water service, 10,000 litre water storage, reverse cycle airconditioning to living areas, ceiling fans to bedrooms, cross flow ventilation, quality insulation, thermal mass. Other inclusions Efficient reverse cycle Daikin airconditioning, Bosch appliances, lights, sanitary ware, automatic garage door. Preliminary construction cost Includes all sustainability systems listed and white goods including induction cooktop, but does not include land price and landscaping. www.dko.com.au Kurrowa Architect: dko 174.8 m 2 Dwelling Size 43.2 m 2 Garage Size 3 + study Number of Bedrooms 3 Number of Bathrooms 7 . 5 Energy Rating Ground Floor First Floor This information is subject to change without notice. The design team will work to achieve further cost reductions as the project progresses. Final prices will be provided at time of sale. These drawings are intended for educational purposes only. The drawings are provided “as is” without any guarantee, representation, condition or warranty of any kind, either express, implied, or statutory. The Cape and our designers and builders assume no liability with respect to any reliance you place on the drawings. All drawings should be checked and approved by your licensed designer, builder and engineer before being used in your design process. Energy Rating, BAL rating, Design Wind, soil classification will be subject to individual siting and the design relates to Southern Victorian climate zones.

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Page 1: Kurrowa...3740 - waterproofing of wet areas in residential buildings. brickwork articulation joint at max. . 0 m centres. aj. wall construction legend: must be read in conjunction

Sustainable materials Vertical groove cladding, render and colorbond cladding. Ecomax or similar concrete (polished concrete in living areas), option for rammed earth blocks as interior feature walls for thermal mass, plantation pine framing, E-zero cabinets, all windows and doors aluminium double glazed.

Sustainability features 7.5 star minimum energy efficiency, 2.5kW solar power, heat-pump hot water service, 10,000 litre water storage, reverse cycle airconditioning to living areas, ceiling fans to bedrooms, cross flow ventilation, quality insulation, thermal mass.

Other inclusions Efficient reverse cycle Daikin airconditioning, Bosch appliances, lights, sanitary ware, automatic garage door.

Preliminary construction cost Includes all sustainability systems listed and white goods including induction cooktop, but does not include land price and landscaping.

www.dko.com.au

KurrowaArchitect: dko

174.8 m2

Dwelling Size

43.2 m2

Garage Size

3 + study

Number of Bedrooms

3

Number of Bathrooms

7 . 5

Energy Rating

A S U S TA I N A B L EWAY T O L I V E

This information is subject to change without notice. The design team will work to achieve further cost reductions as the project progresses. Final prices will be provided at time of sale.

Ground Floor

First Floor

This information is subject to change without notice. The design team will work to achieve further cost reductions as the project progresses. Final prices will be provided at time of sale.

These drawings are intended for educational purposes only. The drawings are provided “as is” without any guarantee, representation, condition or warranty of any kind, either express, implied, or statutory. The Cape and our designers and builders assume no liability with respect to any reliance you place on the drawings. All drawings should be checked and approved by your licensed designer, builder and

engineer before being used in your design process. Energy Rating, BAL rating, Design Wind, soil classification will be subject to individual siting and the design relates to Southern Victorian climate zones.

Page 2: Kurrowa...3740 - waterproofing of wet areas in residential buildings. brickwork articulation joint at max. . 0 m centres. aj. wall construction legend: must be read in conjunction

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Page 3: Kurrowa...3740 - waterproofing of wet areas in residential buildings. brickwork articulation joint at max. . 0 m centres. aj. wall construction legend: must be read in conjunction

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Page 4: Kurrowa...3740 - waterproofing of wet areas in residential buildings. brickwork articulation joint at max. . 0 m centres. aj. wall construction legend: must be read in conjunction

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Page 5: Kurrowa...3740 - waterproofing of wet areas in residential buildings. brickwork articulation joint at max. . 0 m centres. aj. wall construction legend: must be read in conjunction

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Page 6: Kurrowa...3740 - waterproofing of wet areas in residential buildings. brickwork articulation joint at max. . 0 m centres. aj. wall construction legend: must be read in conjunction

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info

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o.co

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u

AB

N: 6

1413

7836

36

Cape

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c

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overall cladding.

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igh

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ensuitebedroom 1

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landingrobebedroom 2 / 3

landing wc / bathroomstair void

overall cladding.

entry

aw

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entry awning

mud

room

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mud roomawning

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land

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wc

bath

room

balcony 1 balcony 2

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2

over

all c

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hade

aw

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ia. g

alva

nise

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l cla

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opy

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ELEC

TION

& IN

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KE A

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AS 37

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ARE

AS

I

N RE

SIDE

NTIA

L BUI

LDIN

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BRIC

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ON JO

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WAL

L CO

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ON L

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E RE

AD IN

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JUNC

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H W

ALL S

ECTI

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01, 5

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RNAL

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tim

ber s

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me.

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ERNA

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e, 2

x 1

6mm

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k pl

aste

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5mm

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t ext

erna

l cla

ddin

g w

ith 1

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ed jo

ints

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RNAL

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mm

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l fra

me,

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ound

scre

en R

1.5

insu

latio

n.IW

-B

REVE

RSE

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K VE

NEER

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ERNA

L W

ALL:

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m in

tern

al b

rick

skin

, 40m

m c

avity

, 90m

m ti

mbe

r stu

d w

all f

ram

e,CS

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mm

rock

woo

l sou

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reen

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5 in

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tion,

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m b

atte

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m W

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erte

x sm

ooth

ver

tical

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ve.

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ERNA

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ALL:

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tern

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rick

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, 40m

m c

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, 90m

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d w

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mm

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5 in

sula

tion

35m

m b

atte

ns a

nd 7

.5m

m C

SR F

C ba

se s

heet

for a

cryl

ic p

aint

fini

sh.

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EW-B

Firs

t Flo

or P

lan

1:10

0

Page 7: Kurrowa...3740 - waterproofing of wet areas in residential buildings. brickwork articulation joint at max. . 0 m centres. aj. wall construction legend: must be read in conjunction

©dK

O A

rchi

tect

ure

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ic) p

ty lt

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hop

118

, Lev

el 1

, 439

Doc

klan

ds D

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bour

ne, V

IC, 3

008,

AU

ST

+61

3 8

601

600

0 /

F+6

1 3

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99

ww

w.d

ko.c

om.a

u /

info

@dk

o.co

m.a

u

AB

N: 6

1413

7836

36

Cape

Pat

erso

n

Proj

ect

HO

US

E - T

YPE

1A-S

-DS

A

VIC

TOR

IA, 3

995

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PA

TER

SO

N E

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ILLA

GE

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nt D

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eral

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men

t Flo

or P

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dp.

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of s

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ing

at 1

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eg m

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x gu

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00 x

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ping

with

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on

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of e

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sqm

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nted

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ar e

nerg

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er c

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ctor

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els.

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deg

roof

pitc

h.

15.0

deg

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h. 15.0

deg

roof

pitc

h.

37 s

qm to

tal (

9) ro

of m

ount

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olar

ener

gy p

hoto

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ctor

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els.

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qm to

tal (

14) r

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ount

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. fal

l.

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etin

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15.

0deg

min

. fal

l.

F L

O O

R

A

R E

A S

:

GROU

ND F

LOOR

:

91.3

FIRS

T FL

OOR:

83.5

HOUS

E LI

VING

ARE

A :

174.

8m²

CAR

ACCO

MM

ODAT

ION:

4

5.9m

²BI

N ST

ORE

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OARD

:

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ENTR

Y DE

CK:

8

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AR P

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:

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:

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clud

es c

ar a

ccom

. & re

ar v

er.)

TYP

E 1A

-S-D

SA -

HOUS

E

GENE

RAL

NOTE

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EN D

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SION

S TA

KE P

REFE

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EOV

ER S

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M AL

L LEV

ELS

& DI

MENS

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ON

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ORE

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ENCE

MENT

OF

ANY

WOR

KS.

ALL W

ORKS

TO

COMP

LY W

ITH

B.C.

A.RE

GULA

TION

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D LO

CAL C

OUNC

ILRE

QUIR

EMEN

TS.

ALL W

ORKS

TO

COMP

LY W

ITH

ALL

RELE

VANT

S.A

.A. C

ODES

.AS

2870

- R

ESID

ENTI

AL S

LABS

&

F

OOTI

NGS

CONS

TRUC

TION

.AS

1288

- G

LASS

IN B

UILD

INGS

-

S

ELEC

TION

& IN

STAL

LATI

ON.

AS 37

86 -

SMO

KE A

LARM

S.AS

3660

.1- T

ERMI

TE M

ANAG

EMEN

T.AS

1684

- R

ESID

ENTI

AL T

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R-FR

AMED

CON

STRU

CTIO

N CO

DE.

AS 37

40 -

WAT

ERPR

OOFI

NG of

WET

ARE

AS

I

N RE

SIDE

NTIA

L BUI

LDIN

GS.

BRIC

KWOR

K AR

TICU

LATI

ON JO

INT

at MA

X. 6.

0m C

ENTR

ES.

AJ.

Roo

f Pla

n1:

100

Page 8: Kurrowa...3740 - waterproofing of wet areas in residential buildings. brickwork articulation joint at max. . 0 m centres. aj. wall construction legend: must be read in conjunction

©dK

O A

rchi

tect

ure

Pty

Ltd

Exce

pt a

s al

low

ed u

nder

cop

yrig

ht a

ct, n

o pa

rt o

f thi

s dr

awin

g m

ay b

ere

prod

uced

or o

ther

wis

e de

alt w

ith

wit

hout

wri

tten

per

mis

sion

of d

KOA

rchi

tect

ure.

Arc

hite

ctdK

Oar

chit

ectu

re (V

ic) p

ty lt

dS

hop

118

, Lev

el 1

, 439

Doc

klan

ds D

rive

Mel

bour

ne, V

IC, 3

008,

AU

ST

+61

3 8

601

600

0 /

F+6

1 3

860

1 60

99

ww

w.d

ko.c

om.a

u /

info

@dk

o.co

m.a

u

AB

N: 6

1413

7836

36

Cape

Pat

erso

n

Proj

ect

HO

US

E - T

YPE

1A-S

-DS

A

VIC

TOR

IA, 3

995

CAPE

PA

TER

SO

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COV

ILLA

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Clie

nt D

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out

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s

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g N

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r

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ATER

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ER S

CALE

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ORE

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WOR

KS.

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ORKS

TO

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LY W

ITH

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D LO

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OUNC

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TS.

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ORKS

TO

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LY W

ITH

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RELE

VANT

S.A

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ODES

.AS

2870

- R

ESID

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AL S

LABS

&

F

OOTI

NGS

CONS

TRUC

TION

.AS

1288

- G

LASS

IN B

UILD

INGS

-

S

ELEC

TION

& IN

STAL

LATI

ON.

AS 37

86 -

SMO

KE A

LARM

S.AS

3660

.1- T

ERMI

TE M

ANAG

EMEN

T.AS

1684

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ESID

ENTI

AL T

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R-FR

AMED

CON

STRU

CTIO

N CO

DE.

AS 37

40 -

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ERPR

OOFI

NG of

WET

ARE

AS

I

N RE

SIDE

NTIA

L BUI

LDIN

GS.

BRIC

KWOR

K AR

TICU

LATI

ON JO

INT

at MA

X. 6.

0m C

ENTR

ES.

AJ.

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Page 10: Kurrowa...3740 - waterproofing of wet areas in residential buildings. brickwork articulation joint at max. . 0 m centres. aj. wall construction legend: must be read in conjunction

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Page 11: Kurrowa...3740 - waterproofing of wet areas in residential buildings. brickwork articulation joint at max. . 0 m centres. aj. wall construction legend: must be read in conjunction

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0 sm

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me.

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COM

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TE E

XTER

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me,

20m

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all f

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g w

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Page 12: Kurrowa...3740 - waterproofing of wet areas in residential buildings. brickwork articulation joint at max. . 0 m centres. aj. wall construction legend: must be read in conjunction

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S TA

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LY W

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TS.

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ORKS

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LY W

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ALL

RELE

VANT

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.A. C

ODES

.AS

2870

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ESID

ENTI

AL S

LABS

&

F

OOTI

NGS

CONS

TRUC

TION

.AS

1288

- G

LASS

IN B

UILD

INGS

-

S

ELEC

TION

& IN

STAL

LATI

ON.

AS 37

86 -

SMO

KE A

LARM

S.AS

3660

.1- T

ERMI

TE M

ANAG

EMEN

T.AS

1684

- R

ESID

ENTI

AL T

IMBE

R-FR

AMED

CON

STRU

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N CO

DE.

AS 37

40 -

WAT

ERPR

OOFI

NG of

WET

ARE

AS

I

N RE

SIDE

NTIA

L BUI

LDIN

GS.

BRIC

KWOR

K AR

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ON JO

INT

at MA

X. 6.

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ENTR

ES.

AJ.

1,00

01,

000

2,55

0

4,500

5,128

4,500

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0

3,50

0

3,00

0

18.9

2 m

2

64.9

5 m

2

43.3

1 m

2

41.2

7 m

2

91.2

3 m

2

2.11

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16.15m

15.10m

21.0

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272°

53'

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59.2

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28.40

28.60

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SS

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L

ACCESS

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ROOF FALLROOF FALL

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ot 10

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Page 13: Kurrowa...3740 - waterproofing of wet areas in residential buildings. brickwork articulation joint at max. . 0 m centres. aj. wall construction legend: must be read in conjunction

©dK

O A

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ORKS

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RELE

VANT

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ODES

.AS

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ESID

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LABS

&

F

OOTI

NGS

CONS

TRUC

TION

.AS

1288

- G

LASS

IN B

UILD

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-

S

ELEC

TION

& IN

STAL

LATI

ON.

AS 37

86 -

SMO

KE A

LARM

S.AS

3660

.1- T

ERMI

TE M

ANAG

EMEN

T.AS

1684

- R

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CON

STRU

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N CO

DE.

AS 37

40 -

WAT

ERPR

OOFI

NG of

WET

ARE

AS

I

N RE

SIDE

NTIA

L BUI

LDIN

GS.

BRIC

KWOR

K AR

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ON JO

INT

at MA

X. 6.

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ENTR

ES.

AJ.

4,500

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2

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2

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95°4

4'20

.00m

5°44'30.00m

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26.60

26.40Lot 8

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u t t

i n

g

l o t.

95°4

4'

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e e

t.

a b u t t i n g l o t.

a b u t t i n g l o t.

26.20

26.20

26.40

26.6

0

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0

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Page 14: Kurrowa...3740 - waterproofing of wet areas in residential buildings. brickwork articulation joint at max. . 0 m centres. aj. wall construction legend: must be read in conjunction

©dK

O A

rchi

tect

ure

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Exce

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chit

ectu

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ic) p

ty lt

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hop

118

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el 1

, 439

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bour

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IC, 3

008,

AU

ST

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601

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0 /

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N: 6

1413

7836

36

Cape

Pat

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Proj

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A

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EXIS

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ORKS

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LY W

ITH

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TION

S AN

D LO

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ILRE

QUIR

EMEN

TS.

ALL W

ORKS

TO

COMP

LY W

ITH

ALL

RELE

VANT

S.A

.A. C

ODES

.AS

2870

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ESID

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AL S

LABS

&

F

OOTI

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CONS

TRUC

TION

.AS

1288

- G

LASS

IN B

UILD

INGS

-

S

ELEC

TION

& IN

STAL

LATI

ON.

AS 37

86 -

SMO

KE A

LARM

S.AS

3660

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ERMI

TE M

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T.AS

1684

- R

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AMED

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STRU

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N CO

DE.

AS 37

40 -

WAT

ERPR

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NG of

WET

ARE

AS

I

N RE

SIDE

NTIA

L BUI

LDIN

GS.

BRIC

KWOR

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ON JO

INT

at MA

X. 6.

0m C

ENTR

ES.

AJ.

4,000

4,000

4,500

1,00

03,

000

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0

63.5

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2

41.2

7 m

2

91.2

3 m

2

2.11

m2

192°38'

30.22m

95°4

4'23

.63m

95°4

4'

5°44'30.00m

20.0

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Lot 8

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95°4

4'

s t r

e e

t.

a b

u t t

i n

g

l o t.

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860

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26.4

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0

25.8

0

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a b

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line

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rst f

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L

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LITY

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.39 %

Page 15: Kurrowa...3740 - waterproofing of wet areas in residential buildings. brickwork articulation joint at max. . 0 m centres. aj. wall construction legend: must be read in conjunction

©dK

O A

rchi

tect

ure

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info

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u

AB

N: 6

1413

7836

36

Cape

Pat

erso

n

Proj

ect

HO

US

E - T

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x 11

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overall roof at front wall.

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of p

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h

gl.

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on to

p an

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Page 16: Kurrowa...3740 - waterproofing of wet areas in residential buildings. brickwork articulation joint at max. . 0 m centres. aj. wall construction legend: must be read in conjunction

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ww

w.d

ko.c

om.a

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info

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u

AB

N: 6

1413

7836

36

Cape

Pat

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n

Proj

ect

HO

US

E - T

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1A-S

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A

VIC

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Page 17: Kurrowa...3740 - waterproofing of wet areas in residential buildings. brickwork articulation joint at max. . 0 m centres. aj. wall construction legend: must be read in conjunction

©dK

O A

rchi

tect

ure

Pty

Ltd

Exce

pt a

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low

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nder

cop

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ht a

ct, n

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rt o

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s dr

awin

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ay b

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e de

alt w

ith

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tten

per

mis

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of d

KOA

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tect

ure.

Arc

hite

ctdK

Oar

chit

ectu

re (V

ic) p

ty lt

dS

hop

118

, Lev

el 1

, 439

Doc

klan

ds D

rive

Mel

bour

ne, V

IC, 3

008,

AU

ST

+61

3 8

601

600

0 /

F+6

1 3

860

1 60

99

ww

w.d

ko.c

om.a

u /

info

@dk

o.co

m.a

u

AB

N: 6

1413

7836

36

Cape

Pat

erso

n

Proj

ect

HO

US

E - T

YPE

1A-S

-DS

A

VIC

TOR

IA, 3

995

CAPE

PA

TER

SO

N E

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ILLA

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Clie

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Sec

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s

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2,5503252,430

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Page 18: Kurrowa...3740 - waterproofing of wet areas in residential buildings. brickwork articulation joint at max. . 0 m centres. aj. wall construction legend: must be read in conjunction

©dK

O A

rchi

tect

ure

Pty

Ltd

Exce

pt a

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low

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ht a

ct, n

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rt o

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s dr

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g m

ay b

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ure.

Arc

hite

ctdK

Oar

chit

ectu

re (V

ic) p

ty lt

dS

hop

118

, Lev

el 1

, 439

Doc

klan

ds D

rive

Mel

bour

ne, V

IC, 3

008,

AU

ST

+61

3 8

601

600

0 /

F+6

1 3

860

1 60

99

ww

w.d

ko.c

om.a

u /

info

@dk

o.co

m.a

u

AB

N: 6

1413

7836

36

Cape

Pat

erso

n

Proj

ect

HO

US

E - T

YPE

1A-S

-DS

A

VIC

TOR

IA, 3

995

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PA

TER

SO

N E

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ILLA

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Page 19: Kurrowa...3740 - waterproofing of wet areas in residential buildings. brickwork articulation joint at max. . 0 m centres. aj. wall construction legend: must be read in conjunction

©dK

O A

rchi

tect

ure

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Ltd

Exce

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ic) p

ty lt

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118

, Lev

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, 439

Doc

klan

ds D

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Mel

bour

ne, V

IC, 3

008,

AU

ST

+61

3 8

601

600

0 /

F+6

1 3

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ww

w.d

ko.c

om.a

u /

info

@dk

o.co

m.a

u

AB

N: 6

1413

7836

36

Cape

Pat

erso

n

Proj

ect

HO

US

E - T

YPE

1A-S

-DS

A

VIC

TOR

IA, 3

995

CAPE

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d pa

rrape

t cap

ping

w/-

40m

m d

own

turn

on

face

.

gf.

cf.

GD0

1

overall parrapet capping.

15.0

o ro

of p

itch

90m

m ti

mbe

r stu

d w

all f

ram

e w

ith70

x 1

9mm

hor

iz. ti

mbe

r sla

ttsex

tern

ally

with

cor

ruga

ted

poly

carb

shee

ting

inte

rnal

ly.

tilt p

anel

gar

age

door

cla

d w

ith70

x 1

9mm

hor

iz. ti

mbe

r sla

ttsto

be

set f

lush

with

mat

chin

gex

tern

al c

ladd

ing.

2,550

3,600

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rbon

d m

etal

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ia a

nd g

utte

r.

'stra

mit'

spe

ed d

eck

ultra

zin

calu

me

roof

she

etin

g.

gf.

cf.

overall parrapet capping.

90m

m e

xter

nal t

imbe

r stu

d w

all

fram

e w

ith 2

0mm

bat

tens

and

7.5m

m F

C sh

eet e

xter

nal c

ladd

ing

with

10m

m e

xpre

ssed

join

ts.

2,550

2,355195

colo

rbon

d fa

scia

and

gut

ter.

exte

rnal

sho

wer

.co

lorb

ond

parra

pet c

appi

ngw

/- 4

0mm

dow

n tu

rn o

n fa

ce.

ED0

2

gf.

cf.

fp.

15.0

o ro

of p

itch

underside verandah pitching beam.

90m

m ti

mbe

r stu

d w

all f

ram

ew

ith 2

0mm

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mm

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ther

tex

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0 sm

ooth

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.

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D03

gf.

cf.

fp.

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m ti

mbe

r stu

d w

all f

ram

e w

ith20

mm

tim

ber b

atte

ns a

nd 9

.5m

mw

eath

erte

x se

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ther

boar

dec

ogro

ove

150

smoo

th c

ladd

ing.

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m ti

mbe

r stu

d w

all f

ram

e w

ith20

mm

bat

tens

and

7.5

mm

FC

shee

tex

tern

al c

ladd

ing

with

10m

m e

xpre

ssed

join

ts.

exte

rnal

slid

ing

gara

ge d

oor c

lad

with

70 x

19m

m h

oriz.

tim

ber s

latts

fixe

d to

25 x

25m

m g

alva

nise

d sh

s st

eel f

ram

e.'H

afel

e' or

sim

ilar c

lass

ic fl

at tr

ack

ext.

over

head

slid

ing

door

sys

tem

.

2,550

2,900

rein

forc

ed c

oncr

ete

waf

fle p

odsl

ab a

s pe

r eng

inee

rs d

etai

ls.

'stra

mit'

spe

ed d

eck

ultra

zin

calu

me

roof

she

etin

g at

1.0

deg

min

. fal

l.tim

ber t

russ

es a

t 120

0mm

ctrs

as p

er e

ngin

eers

det

ails

.

'stra

mit'

spe

ed d

eck

ultra

zin

calu

me

roof

she

etin

g at

15.

0deg

min

. fal

l.tim

ber t

russ

es a

t 120

0mm

ctrs

as p

er e

ngin

eers

det

ails

.

gara

ge

gf.

cf.

15.0

o ro

of p

itch

exte

rnal

slid

ing

gara

ge d

oor c

lad

with

70 x

19m

m h

oriz.

tim

ber s

latts

fixe

d to

25 x

25m

m g

alva

nise

d sh

s st

eel f

ram

e.'H

afel

e' or

sim

ilar c

lass

ic fl

at tr

ack

ext.

over

head

slid

ing

door

sys

tem

.

2,550

2,150re

info

rced

con

cret

e w

affle

pod

slab

as

per e

ngin

eers

det

ails

.

'stra

mit'

spe

ed d

eck

ultra

zin

calu

me

roof

she

etin

g at

15.

0deg

min

. fal

l.tim

ber t

russ

es a

t 120

0mm

ctrs

as p

er e

ngin

eers

det

ails

.

gara

ge

gf.

cf.

garage door head opening.

stor

eroo

m

90m

m ti

mbe

r stu

d w

all f

ram

ew

ith 6

.0m

m F

C sh

eet l

inin

g.

90m

m ti

mbe

r stu

d w

all f

ram

e w

ith20

mm

bat

tens

and

9.5

mm

wea

ther

tex

selfl

ok w

eath

erbo

ard

ecog

roov

e15

0 sm

ooth

ext

erna

l cla

ddin

g.

AEl

evat

ion

1:10

0B

Elev

atio

n1:

100

CEl

evat

ion

1:10

0D

Elev

atio

n1:

100

S1

Sect

ion

1:10

0S

2Se

ctio

n1:

100

Page 20: Kurrowa...3740 - waterproofing of wet areas in residential buildings. brickwork articulation joint at max. . 0 m centres. aj. wall construction legend: must be read in conjunction

©dK

O A

rchi

tect

ure

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ay b

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ic) p

ty lt

dS

hop

118

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, 439

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IC, 3

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ww

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info

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AB

N: 6

1413

7836

36

Cape

Pat

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Proj

ect

HO

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E - T

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TOR

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alum

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umin

ium

cov

er tr

im.

alum

iniu

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.

T.C.

S.windows.

W04

-1

T.C.

S.

mm head height.

windows.

W05

-1W

06-1

T.T.

F.

mm head height.

windows.

W12

-1W

10-1

awn.

W02

-1

awn.

T.T.

F.

W07

-2

awn.

W03

-1W

04-2

W04

-3W

04-4

W04

-5

cas.

mm head height.

W07

-1

awn.

W08

-1W

09-1

awn.

W11

-1

awn.

W05

-2

awn.

awn.

awn.

W06

-2

awn.

cas.

cas.

cas.

cas.

** *GENE

RAL

NOTE

S:*

ALL G

LAZI

NG T

O CO

NFIR

M W

ITH

THE

REQU

IREM

ENTS

OF

A.S.

1288

PROV

IDE

NEOP

RENE

WEA

THER

SEA

LSTO

ALL

EXT

ERNA

L DOO

RSBU

ILDER

TO

CHEC

K DI

RECT

ION

OF D

OOR

SWIN

GS P

RIOR

TO

MANU

FACT

URIN

G

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C DO

OR(S

) WHE

RE R

EQUI

RED

ARE

TOBE

FIT

TED

WIT

H LIF

T OF

F HI

NGES

INAC

CORD

ANCE

WIT

H B.

C.A.

AME

NDME

NT3 P

ART

3.8.3.

3**

EXTE

RNAL

DOO

R &

WIN

DOW

JOIN

ERY

TO B

E 'B

LACK

' POW

DERC

OAT

ALUM

INIU

M'R

YLOC

K - G

3 & T

IS' S

ERIE

S PR

OFILE

S TO

MANU

FACT

URER

S DE

TAILS

AND

SPEC

IFIC

ATIO

NS.

INTE

RNAL

DOO

RS A

RE T

O BE

2340

mmHI

GH F

LUSH

PAN

EL D

OORS

FOR

PAI

NT.

BUILD

ER T

O VE

RIFY

ALL

DIM

ENSI

ONS

ONSI

TE P

RIOR

TO

MANU

FACT

URE

DOOR

& W

INDO

W S

CHED

ULE:

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L 12

.5:W

04-1

, W04

-2, W

04-3

, W04

-4 &

W04

-5MI

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0mm

GRAD

E 'A

' SAF

ETY

GLAS

S.*

BAL

19.0:

W04

-1, W

04-2

, W04

-3, W

04-4

& W

04-5

MIN.

4.0m

m GR

ADE

'A' S

AFET

Y GL

ASS.

Page 21: Kurrowa...3740 - waterproofing of wet areas in residential buildings. brickwork articulation joint at max. . 0 m centres. aj. wall construction legend: must be read in conjunction

©dK

O A

rchi

tect

ure

Pty

Ltd

Exce

pt a

s al

low

ed u

nder

cop

yrig

ht a

ct, n

o pa

rt o

f thi

s dr

awin

g m

ay b

ere

prod

uced

or o

ther

wis

e de

alt w

ith

wit

hout

wri

tten

per

mis

sion

of d

KOA

rchi

tect

ure.

Arc

hite

ctdK

Oar

chit

ectu

re (V

ic) p

ty lt

dS

hop

118

, Lev

el 1

, 439

Doc

klan

ds D

rive

Mel

bour

ne, V

IC, 3

008,

AU

ST

+61

3 8

601

600

0 /

F+6

1 3

860

1 60

99

ww

w.d

ko.c

om.a

u /

info

@dk

o.co

m.a

u

AB

N: 6

1413

7836

36

Cape

Pat

erso

n

Proj

ect

HO

US

E - T

YPE

1A-S

-DS

A

VIC

TOR

IA, 3

995

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5

720

2,100

251,97525

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5

900

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252,075

720

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650

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850

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770

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780

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solid

cor

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flush

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w c

ore

door

.

viny

l fac

ed s

lidin

g do

or.

solid

cor

e do

or.

flush

pan

el c

avity

slid

ing

door

.

slid

ing

door

trac

kfit

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to w

all f

ram

e

flush

pan

el c

avity

slid

ing

door

.

slid

ing

door

trac

kfit

ted

to w

all f

ram

e

solid

cor

e do

or.

T.C.

S.

mm head height.

PED0

1

T.C.

S.external doors. internal doors.

D01-

1

mm door height.

ED01

pelmet head.

Bed

1 Ro

be

nom

.

D02-

1

Bed

2 Ro

be

nom

.

ED04

ED05

D04-

1

T.T.

F.internal doors.

D07-

2

D08-

1Be

d 3

Robe

ED06

fp.

ED07

fp.

fp.

D03-

1

D03-

3

D03-

2D0

5-1

mm door height.

D07-

1

ED02

ED03

fp.

D09-

1

ED08

-1ED

08-2

ED08

-3

D07-

3

D06-

1

D02-

3

D02-

2

D02-

4

D08-

2D0

8-3

D08-

4

** *GENE

RAL

NOTE

S:*

ALL G

LAZI

NG T

O CO

NFIR

M W

ITH

THE

REQU

IREM

ENTS

OF

A.S.

1288

PROV

IDE

NEOP

RENE

WEA

THER

SEA

LSTO

ALL

EXT

ERNA

L DOO

RSBU

ILDER

TO

CHEC

K DI

RECT

ION

OF D

OOR

SWIN

GS P

RIOR

TO

MANU

FACT

URIN

G

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C DO

OR(S

) WHE

RE R

EQUI

RED

ARE

TOBE

FIT

TED

WIT

H LIF

T OF

F HI

NGES

INAC

CORD

ANCE

WIT

H B.

C.A.

AME

NDME

NT3 P

ART

3.8.3.

3**

EXTE

RNAL

DOO

R &

WIN

DOW

JOIN

ERY

TO B

E 'B

LACK

' POW

DERC

OAT

ALUM

INIU

M'R

YLOC

K - G

3 & T

IS' S

ERIE

S PR

OFILE

S TO

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FACT

URER

S DE

TAILS

AND

SPEC

IFIC

ATIO

NS.

INTE

RNAL

DOO

RS A

RE T

O BE

2340

mmHI

GH F

LUSH

PAN

EL D

OORS

FOR

PAI

NT.

BUILD

ER T

O VE

RIFY

ALL

DIM

ENSI

ONS

ONSI

TE P

RIOR

TO

MANU

FACT

URE

DOOR

& W

INDO

W S

CHED

ULE:

*BA

L 12

.5:W

04-1

, W04

-2, W

04-3

, W04

-4 &

W04

-5MI

N. 4.

0mm

GRAD

E 'A

' SAF

ETY

GLAS

S.*

BAL

19.0:

W04

-1, W

04-2

, W04

-3, W

04-4

& W

04-5

MIN.

4.0m

m GR

ADE

'A' S

AFET

Y GL

ASS.

Page 22: Kurrowa...3740 - waterproofing of wet areas in residential buildings. brickwork articulation joint at max. . 0 m centres. aj. wall construction legend: must be read in conjunction

©dK

O A

rchi

tect

ure

Pty

Ltd

Exce

pt a

s al

low

ed u

nder

cop

yrig

ht a

ct, n

o pa

rt o

f thi

s dr

awin

g m

ay b

ere

prod

uced

or o

ther

wis

e de

alt w

ith

wit

hout

wri

tten

per

mis

sion

of d

KOA

rchi

tect

ure.

Arc

hite

ctdK

Oar

chit

ectu

re (V

ic) p

ty lt

dS

hop

118

, Lev

el 1

, 439

Doc

klan

ds D

rive

Mel

bour

ne, V

IC, 3

008,

AU

ST

+61

3 8

601

600

0 /

F+6

1 3

860

1 60

99

ww

w.d

ko.c

om.a

u /

info

@dk

o.co

m.a

u

AB

N: 6

1413

7836

36

Cape

Pat

erso

n

Proj

ect

HO

US

E - T

YPE

1A-S

-DS

A

VIC

TOR

IA, 3

995

CAPE

PA

TER

SO

N E

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ILLA

GE

Clie

nt D

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ls

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eet

Dra

win

g

Doo

r S

ched

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age

Revi

sion

9103

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wn

Dra

win

g N

umbe

r

ctS

cale

Chec

ked

zo

Proj

ect N

umbe

r

1072

3D

ate

24/1

0/2

012

DPR

ELIM

INAR

Y

** *GENE

RAL

NOTE

S:*

ALL G

LAZI

NG T

O CO

NFIR

M W

ITH

THE

REQU

IREM

ENTS

OF

A.S.

1288

PROV

IDE

NEOP

RENE

WEA

THER

SEA

LSTO

ALL

EXT

ERNA

L DOO

RSBU

ILDER

TO

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K DI

RECT

ION

OF D

OOR

SWIN

GS P

RIOR

TO

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FACT

URIN

G

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RE R

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T OF

F HI

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WIT

H B.

C.A.

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NDME

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ART

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3**

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R &

WIN

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ERY

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S DE

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SPEC

IFIC

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NS.

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RNAL

DOO

RS A

RE T

O BE

2340

mmHI

GH F

LUSH

PAN

EL D

OORS

FOR

PAI

NT.

BUILD

ER T

O VE

RIFY

ALL

DIM

ENSI

ONS

ONSI

TE P

RIOR

TO

MANU

FACT

URE

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& W

INDO

W S

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ULE:

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L 12

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04-1

, W04

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04-3

, W04

-4 &

W04

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0mm

GRAD

E 'A

' SAF

ETY

GLAS

S.*

BAL

19.0:

W04

-1, W

04-2

, W04

-3, W

04-4

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04-5

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ADE

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Y GL

ASS.

820

2,095

2,040

880

404,

810

4082

0

880

2,150

2,400

252,420

2,65

0

2,60

0

5,28

0so

lid c

ore

glas

spa

nel e

xt. d

oor.

tilt p

anel

doo

r hea

d ro

om re

quire

men

tas

per

man

ufac

ture

rs s

peci

ficat

ions

.

T.C.

S.

mm head height.

ED01

external doors.

fp.

mm head height.GD

01ED

02

fp.

mm head height.

mm

ope

ning

wid

th.

exte

rnal

slid

ing

gara

ge d

oor c

lad

with

70 x

19m

m h

oriz.

tim

ber s

latts

fixe

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