PROFESSIONAL PORTFOLIO_3.0_2023

P o r t f o l i o Professional work María Camacho

CONTENTS 03

Ladera House

06

Lopez House

09

Clapham St Dwelling

14

Beach Rd Mixed-Use Development

18

Professional / 2022

Professional / 2022

Professional / 2023

Professional / 2023

Glen Iris Apartments Professional / 2023

2

LADERA HOME Social housing / Artisan workshop | 159m2 | Tungurahua, Ecuador | 2022 Role: Junior Architect and Interior Designer | Revit - Sketch Design Phase - Construction Detailing - Town Planning Documentation - Interior Design - Rendering - Lumion AITMA Arquitectos PROJECT BRIEF Ladera Home is a single-family home located in the parish of Quisapincha, Ambato, EC. with a land area of 414m2 ​​ and a construction area of ​​159m2. The topography maintains a positive slope of 7.81%, while the larger side of the land is oriented to the east-west. The family that will inhabit this house is made up of 5 members; wife, husband and children. The clients brief included 3 bedrooms, 2 bathrooms, a living area, kitchen, dining and a workshop for handmade footwear. The project aims to provide spaces to sleep, cook, eat, rest and enjoy the views that the land offers as well as spaces for a family business .

ground floor plan The project has been conceived through sketches and diagrams that refer to: the positive slope of the land; the client’s needs in terms of their activities and perception of the interior space; the limited budget; the sun path; the views that each of the spaces had to produce; the immediate context; the wind; the materiality; and the land use requirements delimited by its frontal and lateral setbacks.

3

ground floor plan The social areas such as the living room, dining room, kitchen maintain a open plan while enjoying views of the external patios, the private areas such as bedrooms gradually expand to the north, seeking the necessary privacy for each space, but orienting their openings to the west to receive direct sunlight in the evening.

north elevation In addition to this, one more block is developed on the upper floor, managing to cover the stairs and the study area. The remaining space would be dedicated to once again contemplate the landscape provided by the land.

4

4

5

LOPEZ

HOUSE

High end residential | 285m2 | Tungurahua, Ecuador | 2022 Role: Junior Architect and Interior Designer | ArchiCAD - Sketch Design Phase - Construction Detailing - Town Planning Documentation - Interior Design and Tendering Documentation PEBO Estudio Arquitectónico

PROJECT BRIEF A unique topography was the main feature of this project. Looking to develop a one story house, the distribution is spread and embedded on the terrain on its natural contours. A cantilever to the main street is the result of the site conditions and a private central courtyard provides an external connection for a corridor and the master bedroom. Towards the highest point of the site, a generous backyard with a BBQ area, exterior living, dining areas and native vegetation are proposed to compliment the connectivity with internal living areas of the house. The overall project is accessible through a paved ramp due to its characteristic topography. As is typical to most of the residential and commercial projects, the main materials were reinforced concrete slabs, brick walls, and elements of the site such as stone and local timber .

During the concept design phase, it was possible to define clear zones and connections to external gardens and social areas.

6

The main facade has a cantilever that faces the main street of the residence.

7

±0.00 0 Planta Baja

N -1.17

1:100

CORTE

1:100

46

46 30

87

3,57

4,50

30

30 2,40

2,77

N +0.36

N 0+00 N -0.36

N +0.18 18

±0,00 0 Planta Baja

30

±0,00 Planta Baja 0

36

±0,00 0 Planta Baja

+3,00 Piso 1

23

20

30

3,20

2,60

N +2.54

83

+3,00 Piso 1

30 30

N +3.07

+3,00 Piso 1

30

1,63

N +4.24

81

N -1.65

Section PZ208

LOS SAUS

ES

PZ206

PZ

PZ207

PZ599

AJE PAS A ETZ PZ600 PZ602 PZ601

JUA

1:125

N LEO

9883986

N ME

FACHADA LATERAL

RA PZ603

N LEO JUA

PZ604

RA

N ME

+6,00 Piso 2

PZ605

N +4.80

PZ606

JUAN LEON

M

AY

AY

MERA

+3,00 Piso 1

PZ614

UBICACIÓN

±0,00 0 Planta Baja

ESC: 1/50

N -2.60

ZONIFICACIÓN: PLN03

Á

C.O.S.: 15.50 %

North Elevation

FACHADA POSTERIOR

1:100

+6.00 Piso 2

FACHADA FRONTAL

+6.00 Piso 2

1:100

PLANTA ARQUITECTÓNICA

PISO

ÁREA BRUTA

P.B.

323.62

ÁR

GRADAS CORREDO

0

16.63

1:100 +3.00 Piso 1

+3.00 Piso 1

C.O.

+3.00 Piso 1

16.63 m2

TOTAL

+3.00 Piso 1

323.62 m2

TO CO

N +0.36 N -0.36

±0.00 Planta Baja 0

N +0.36

±0.00 Planta Baja 0

CONTIENE:

±0.00 0 Planta Baja

±0.00 0 Planta Baja

PLANTAS (2) FACHADAS (2) CORTES (2) IMPLANTACION GENERAL

N -1.17

DATOS

0,210x1,650 0,500x1,650 0,400 Ant 0,400 Ant 0,000x0,000 0,900 Ant

UBICACION: 3,396x2,000 0,400 Ant

3,100x2,000 0,400 Ant

BAÑO

0,750 2,100

DESPENSA

BAÑO SHARE

0,800 2,100

DORMITORIO 2

DORMITORIO 3

CORTE

46

46

30

30

1,63

87

4,50

30

3,57 2,40

2,77

N +0.18 18

36

3,600 3,570

±0,00 0 Planta Baja

30 81

3,100x2,600 -0,360 Ant

81

SENESCYT: 1045-2018-2005746 REG. MUNICIPAL: RMS-515-2018

ARQ. ANDRÉS POVEDA 180433699-6 N +0.36

N 0+00 N -0.36

±0,00 Planta Baja 0

30

MASTER

3,600 2,600

OCTUBRE 202

PROYECTO ARQUITECTÓNIC

+3,00 Piso 1

30

COMEDOR

83

N +2.54

30 30

N +3.07

1,901x2,770 0,000 Ant

23

0,600x2,770 0,000 Ant

20

+3,00 Piso 1

0,900 2,100 ±0,00 0 Planta Baja

30

N -0.36

1:100

3,600 3,570

0,750 2,100

0,900 2,100

0,900 2,100 2,200x2,770 0,000 Ant

30

0,596x2,770 0,000 Ant

3,57

1,500x2,770 0,000 Ant

2,60

1,24

+3,00 Piso 1

±0,00 Planta Baja 0

FECHA:

N +4.24

3,20

SALA TV

50

CLOSET

0,900 2,100

1:100

1,33 83

20

ESCALA:

BAÑO SOCIAL

2,60

3,40

COCINA

INDICADAS

DORMITORIO 1

30

N +2.54

Camino público y Vicente Maldonado San Antonio / Parroquia San Migu Salcedo / Cotopaxi

0,000x0,000 0,900 Ant

CORTE S17

+3,00 Piso 1

3,400x2,000 0,400 Ant

N -1.65

PLANTA BAJA 255m2 PARQUEADERO

4,250x3,400 0,370 Ant

2,000 3,370

0,691 2,240 1,110

SALA

0,700 2,240 1,110

GSPublisherVersion 0.3.100.100

N

PARQUEADERO

ground floor plan the house has an open plan distribution of social areas with connection to exterior yards, bbq and outdoor living, its 3 bedrooms are linked through a corridor that provide views of a private garden, at the end of the corridor the master bedroom has exterior views to a private yard and street landscape.

GSEducationalVersion GSPublisherVersion 0.2.98.100

For more information: https://www.youtube.com/watch?v=zkZiNd7ZmwY&ab_channel=Peboestudioarquitectonico

8

SELLOS MUNICIPALES

3,100

q

eq

eq

16 40

1,300

55

7,000

55

1,200

eq

600 - pob2

950

CL A PHAM

dm stops

1050 mel1 1400

1050

800

60

wm dm Role: Interior Designer | ArchiCAD

- Interior Design Detailing fw

520

kt rc

pc

ct 900-2

st2

ct1

pob1

ov1

60

440

Proposed High end residential | 568.85 m2 | Balwyn, Victoria | 2022 fw

800

500

1400 1050

400

D1a A3.22

dr

60

400

sm2

tr1

600 - pob1

900 - ov

S T

wm stops

CL

050

eq

915 - ct 900-2

740 - tr1

pob2

rh2 above

- Fittings and Fixtures Schedule

pantry

1

til2

2

laundry

GKA Architects

5,700

til2

16

1,000

eq

eq

eq dr

Task

3

st2

Develop interior design detailing in accordance with client brief and design standards. This included: Living areas, sleeping areas, wet areas and recreational areas allow for water connection as required

dr1

1050

600

mel1

ref/frz

mel1

1050

as

st2

ws1 wo1 wd

1500 1050

mwo

mel1

D1a A3.22

1,100

1,200

16

allow for water connection as required

600

eq

mel1

st2

4,428 mel1

700

843

60

600 613

ct2

kitchen

zm

tim1

rh1 above

eq

400

2

1

ct2

induction cooktop

4,950

sink 2

CL

520 ct 900-1

912 - ct 900 1

provide ventilation for zm hydro tap as manufacturer requirements

60

614

eq

613

dr dw1

440

740 - sink 2

32

100

1050

400 600

allow for water supply & waste to steam oven

3

joint line

pull out bin 613

600

4,050

pob2

dr

st2

1050 32

600

pob1

pull out bin

600

1050

fr1 eq

ct1

1050 ref1

mel1 16

eq

ct1

600

1050

16

broom cupboard

D1a A3.22

st2 100

700

300

700 1,000

406 - rh 1,300

700

kitchen plan scale 1:20 @ A1

Kitchen - pantry - laundry - plan sc 1:20 @A1

9

1050

ALL ON-SITE DIMENSIONS AGAINST JOINERY DOCUMENTATION. ALL AMBIGUITIES / DISCREPANCIES OF CRITICAL DIMENSIONS TO BE REFERRED TO THE ARCHITECT PRIOR TO MANUFACTURE.

4,950 16

1,200

32

eq

900

eq

BUILDER TO1,200 ALLOW FOR CUTOUTS16 TO ACCOMMODATE FIXTURES, FITTINGS, EQUIPMENT AND INTEGRATED LIGHTING AS INDICATED ON THE DRAWINGS.

32

JOINER TO VERIFY ALL MODELS AND CODES PRIOR TO MANUFACTURE OF UNITS.

a

shadow line packed to all OF POWER AND OTHER SERVICES FOR JOINER16mm TO COORDINATE PROVISION joinery,/ APPLIANCES wall and ceiling junctions.

EQUIPMENT PRIOR TO MANUFACTURE OF JOINERY.

CL

JOINERY CUPBOARD DOOR / DRAWER PULLS - REFER TO JOINERY HARDWARE SCHEDULE. bulkhead ceiling

pb

led1

st2

lam1

led1

m1

lam1

b m1

pc

gpo

led1

st2

fs

as

led1

st2 splashback ws1 dw1

dgpo

pob2

st2

booster

ct2

provide for zm hydro tap wd ventilation lam1 as manufacturer requirements eq

dr

600

dr

100

100

ct2 dr 1,200

dr

dr

dr

TOUCH LATCH MECHANISMS: HAFELE CAT NO. 245.56.901 'TUCH-LATCH' AUTO SPRING CATCH (TO SUIT DOOR SIZE, THICKNESS & WEIGHT).

ADJUSTABLE SHELF SUPPORTS: GLASS & SOLID SHELVES: FERRULE & BUSH TYPE, HAFELE CAT. NO. 282.01.701 SUPPORT AND CAT. NO. 282.50.704 SLEEVE. 490

eq

MITRED HINGES: HAFELE 'GS' 135 DEGREE OPENING CAT. NO. 325.00.708

30

int dr2

ct-900-1

st2

150

wo1

int dr2

OFFSET/CONCEALED TYPE: BLUM INSERTIA 100 DEGRE OR 170 DEGREE SWING & SELF CLOSING ALL METAL TYPE.

30

1,800

st2

pc

fs

600

dgpo3

dgpo

gpo

4,050

gpo

dgpo3

zm

KITCHEN TYPE BATHROOM TYPE LAUNDRY TYPE

pull2 pull2 HINGES: CONCEALED TYPE: PROPRIETARY ITEM: HAFELE UNIVERSAL MEPLAMAT HINGE, 95 DEGREE SWING & SELF CLOSING ALL METAL TYPE ( MODEL TO SUIT DOOR SIZE & THICKNESS).

900

as

led1

fgp

dgpo

JOINERY NOTES KT-## BT-## LT-##

lam3

rh1

ALL MATERIALS AND FITTINGS TO BE FIXED IN STRICT ACCORDANCE WITH THE pc MANUFACTURERS SPECIFICATION. dgpo

lam1

as sink2

as

led1

zm lam3

fs

lam3

2,700

pc

PROVIDE CABLE HOLE IN JOINERY FOR GPO & WM TAPS (wms).

m1

lam3

2,100 - rf/frz

as

600

ALL JOINERY CARCASS DOORS & DRAWER FRONTS TO BE 16MM TYPICALLY, UNLESS NOTED OTHERWISE.

as

600

16 mm SHADOWLINE PACKER TO ALL JOINERY, WALL AND CEILING JUNCTIONS, PAINT OUT TO MATCH ADJACENT WALL COLOUR.

int dr2

dr

dr

dr

fr1

recessed finger pull

internal drawer as specified 600

600

32

eq

eq

eq

eq

BIFOLD LAUNDRY DOORS: 600 600 HAFELE HAWA 30 OR SIMILAR.

32

16

DRAWER & ROBE PULLS: TO BE BELLEVUE IMPORTS CAT. NO. 70864B, SATIN CHROME FINISH.

kitchen detail - elevation 1 scale 1:20 @ A1

ref1 AT 50mm CENTRES. ALL METAL NICKEL SOCKET SPACING vg DRAWER RUNNERS / GLIDES: HAFELE SOFT ROLLER 45 KDA BLACK GALVANIZED STEEL WITH FULL EXTENSION. MODEL TO SUIT INSTALLATION LENGTH. 100

100

lam1

Kitchen - Elevation 1 sc 1:20 @A1

JOINERY FINISHES

700

DESCRIPTIONS INDICATE GENERIC FINISHES ONLY. KEY TO BE READ IN CONJUNCTION WITH DETAILED FINISHES SCHEDULE.

400

FOR ALL JOINERY FIXTURES AND FINISHES REFER TO: - FIXTURES FITTINGS & EQUIPMENT SCHEDULE - INTERIOR FINISHES SCHEDULE Bulkhead ceiling

pb

INTERNAL FINISH OF JOINERY CARCASSES TO BE WHITE MELAMINE U.N.O. JOINERY TO WET AREAS TO BE CONSTRUCTED OF MOISTURE RESISTANT CARCASS MATERIAL.

m1

LEGEND 1,100

TILE SETOUT TBC

TIMBER GRAIN DIRECTION Bulkhead ceiling

pb

LED LIGHT STRIP 16

SINGLE GPO DOUBLE GPO

D5 A3.22

zm

700 dgpo

mitered edge

st2

30

led

D5 A3.22

ct2

zm

zm

provide ventilation for zip hydro tap manufacturer requirements provideasventilation for zm hydro tap as manufacturer requirements

st2

lam1

mel1

dr

lam1

led to under side of stone

280

st2

650

50

50

980

650

1,300

fp fp kitchen detail - section

fp

fp

fp

scale 1:20 @ A1 eq

eq

eq 4,050

st2

700

Kitchen - Section b sc 1:20 @A1

100

fgp

100

lam1

fgp

490

800

lam1

900

30

mel1

150

100

ct-900-1 sink2

eq

10

eq

100

sm tr mwo pop pc pull ref rh rc sm sl sr sd mt tc tr trh vm vb wc wm wms

2,940

st2

D2 A3.22

wo1,ws1,wd insta manufacturer spe

2,583

D4 A3.22

st2

ADJUSTABLE SHELF BATH MIXER BATHTUB as CENTRE LINE COOKTOP CUTLERY TRAY DRAWER DRYER fs DRAWER/DOOR PULL DISHWASHER DOOR STOPPER EQUAL FINISHED CEILING LEVEL FINISHED FLOOR LEVEL FIXED GLASS FLUSH PLATE FIXED SHELF FLUSH PLATE FIXED PANEL FLOOR WASTE FIX MIRROR FRAMELESS GLASS ROBE HOOK IN WALL CISTERN WATER KETTLE KITCHEN-LAUNDRY SINK MIXER LAUNDRY TUB MICROWAVE OVEN PULL OUT PANTRY PRESURE COOKER PULL HANDLE REFRIGERATOR RANGEHOOD RICE COOKER SHOWER MIXER SLIDE OUT SHELF dr SHOWER ROSE SHOWER DIVERTER SHOWER NICHE TOUCH CATCH TOWEL RAIL TOILET ROLL HOLDER VANITY MIXER VANITY BASIN TOILET PAN WASHING MACHINE WASHING MACHINE TAPS 101

TBC

as bm bt cl ct-xxx ctx dr dry dp dw ds eq fcl ffl fg flp fs flp fp fw mir gl hk iwc mitered edge kt

900

TBC

induction cooktop to be install to manufacturer specifications

100

TBC

2,700

rh1 sink to be install to manufacturer specifications

mel1

allow for power, w waste connection required

wo1

provide ventilation hydro tap as man requirements

ws1 wd

D3 A3.22

lam1

650 700

50

1,30

master bathroom 7

master bathroom 7 1,360 1585 - cos 100

2,522 - cos

250

550

100

CL

915

recessed shelf

CL

CL CL

CL

CL

tr 900x2

tr 900x2

CL

CL

CL

tr 900x2

dr

dr

st1

align gl3

hk x 2 mir1

pob2

dr bath 2

2

vb1

1

bm/wm

fw

vm1

vm1

D10 A3.22

1000

CL

dr

CL

dr

dr

dr

dr

250

1585 - cos

align

st1

1,160 gl3

hk x 2 mir1

580 vb1 2,900

pob2 fw

vm1

1000

tr 300 580

580

vm1

650

bm/wm

D10 A3.22

1000

150

master bathroom 7 - plan sc 1:20 @A1

master bathroom plan scale 1:20 @ A1

580

7,312 - cos

trh

cp

580 vb1

recessed shelf

CL

tr 300 350

950

CL

wc2 CL

100

974 - cos

150

1000

dr

tr 300

3

4

vb1

til3

trh

tile setout

dr

tr 300

CL 350

CL

recessed shelf

CL

250

1585 - cos

580

580

580

1,160

580

CL

950

5

1,700

hk x 2

tr 900x2

bath7

2

CL

1

CL

2

2,030 - cos

4

CL bath

100

gl3

sd cp

3

sd

CL

sm1

250

550

915

til3

CL 974 - cos

974 - cos

5 C bath7 L

sm1 sm1

sr4 tile setout wc2 fw

D10 A3.22

tile setout

CL CL

sr3

til3

1,360 2,522 - cos

230

CL

D10 A3.22

150

100

1,700

100

2,030 - cos

CL

gl3

sr4 tile setout fw

1585 - cos

974 - cos

recessed shelf

sm1

230

hk x 2 sr3

til3

150

580

650

2,900 7,312 - cos pbd

master bathroom 7 - plan sc 1:20 @A1 cur 3 powder coated stainless steel mesh curtain

150

1,437

3,092

1,063

2,820

200

pbd mir1

frameless glass shower screen

gl3

700

40

st1

1,600

LED fixed edges

1,437

3,092

1,063

2,820

700 trh CL

dr

dr

dr

dr

bm/wm

850

dr

dr

TO BE UPDATED 225

vm1 dgpo

vb1

recessed LED strip lighting

CL

1,160

dr

dr

dr

dr

CL

pull out bin - front vb1 face panel with faux finger scot cut out

cp

dr 7312 - cos

dr

dr

CL

tr 300 trh

1,740 2,900 dr

1160

1585 - cos wc2

master bathroom 7 - elevation 1 sc 1:20 @A1 CL

recessed LED strip lighting

850

1,160

pob2

CL

1,700

dgpo st1 lam5

bath 2

pob2

250

CL

CL

dr vm1

2,400

dr

tr 300

1,700

CL

tr 300

250

150 530

850

vm1 - 1,000

170

cp

gl1

vb1

lam5

CL

CL

tr 300 - 775

dgpo vb1

st1

wc2

150 530

vm1

dgpo

st1

bm/wm

mt3 recessed shelf with 3mm metal

225 850

tr 300

bath 2

170

vm1 - 1,000

bm/wm - 700

900

850

vm1

CL

CL

CL

gl3

600

300

mt3 recessed shelf with 3mm metal

1,600

frameless glass showerst1 screen

mir1

tr 300 - 775

300

1,250 900

850

300

bm/wm - 700

1,200

1,210 300

300

300

40

st1

gl1

LED fixed edges

CL

600

1,250

1,200

150

200

1,210

cur 3 powder coated stainless steel mesh curtain

CL

pull out bin - front face panel with faux finger scot cut out

1,740 2,900

1160

1585 - cos

7312 - cos

master bathroom 7 - elevation 1 GENERAL NOTES: 1:20 @A1 Contractors shall verify all dimensions and levels on site beforesc commencement of any work.

Contractors shall clarify any discrepancies before commencement of any work.

Drawings must not be scaled.

Contractors shall submit samples and shop drawings before commencing work.

All works shall be carried out in acccordance with the Building Code of Australia and all relevant Australian Standards.

These designs, plans, specifications and the copyright herein are the property of GKA Architects and must not be used, reproduced or copied wholly or in part without the written permission of GKA Architects. ABN: 54 778 308 834

O BE UPDATED

master bathroom - elevation 1 scale 1:20 @ A1

NOTES: shall verify all dimensions and levels on site before commencement

shall clarify any discrepancies before commencement of any work.

REV.

DATE

AMENDMENT

REV.

DATE

AMENDMENT

C.1 C.2 C.3 C.4 C.5 C.6 D D.1

06.02.2023 03.03.2023 19.05.2023 08.06.2023 14.06.2023 27.06.2023 13.07.2023 21.07.2023

revised documentation documentation revision ramp grades revised documentation revised west facade general revision general revision general revision general revision

D.2 E F

07.08.2023 25.08.2023 28.09.2023

general revision revise interior building permit

11

REV.

DATE

AMENDMENT

REV.

DATE

AMENDMENT

C.1 C.2

06.02.2023 03.03.2023

revised documentation documentation revision ramp grades

D.2 E

07.08.2023 25.08.2023

general revision revise interior

note: this drawing is part of a drawings and is not suitable

note: this drawing is part of a "design con drawings and is not suitable to be used as

stone 2,571 1,360

CL

CL

hk x 2 230

tr 900x2

CL

CL

CL

CL

bath2

150

1,011

2,900

7,342 - cos

master bathroom - elevation 3 master bathroom 7 - elevation 3 sc 1:20 @A1

powder coated 25mm dia aluminium rod concealed

stone

1,600

cur 3 powder coated stainless steel mesh curtain

500

frameless glass shower screen

CL

DRAWE TO BE B

DO NOT SCALE OFF DRAWINGS - CONFIRM ALL NON-DIMENSIONED ITEMS WITH THE ARCHITECT PRIOR TO STARTING WORK.

JOINER

BUILDER TO VERIFY ALL DIMENSIONS PRIOR TO MANUFACTURE AND RE-CHECK ALL ON-SITE DIMENSIONS AGAINST JOINERY DOCUMENTATION.

DESCR CONJUN

trafficable aluminium ALL AMBIGUITIES / DISCREPANCIES OF CRITICAL DIMENSIONS TO BE REFERRED frame, toughened TO THE ARCHITECT PRIOR TO MANUFACTURE. glass skylight AS1288

FOR AL - FIXTU - INTER

BUILDER TO ALLOW FOR CUTOUTS TO ACCOMMODATE FIXTURES, FITTINGS, stone EQUIPMENT AND INTEGRATED LIGHTING AS INDICATED ON THE DRAWINGS.

INTERN JOINER CARCA

JOINER TO VERIFY ALL MODELS AND CODES PRIOR TO MANUFACTURE OF UNITS. JOINER TO COORDINATE PROVISION OF POWER AND OTHER SERVICES FOR EQUIPMENT / APPLIANCES PRIOR TO MANUFACTURE OF JOINERY.

LEGEND

40

700

gl3

ALL JOINERY CARCASS DOORS & DRAWER FRONTS TO BE 16MM TYPICALLY, UNLESS NOTED OTHERWISE.

recessed shelf 150mm with 5mm metal

trh

bm/wm

CL

CL

700

900

wc2

dr

600

dr bath2

D14 A3.22

ssk CL vm1 HINGES: CONCEALED TYPE: floating vanity.

D05 PROPRIETARY ITEM: HAFELE UNIVERSAL MEPLAMAT HINGE, 95 SWING & st1DEGREE A3.22 joiner to allow for in SELF CLOSING ALL METAL TYPE ( MODEL TO SUIT DOOR SIZE & THICKNESS). wall support frame mel 3 and fixings as lam5 OFFSET/CONCEALED TYPE: required BLUM INSERTIA 100 DEGRE OR 170 DEGREE SWING & SELF CLOSING ALL METAL dr TYPE.

tr 900

ssk

CL

1,000

tr 300

CL

150

CL

1,700

D10 A3.22

cp

2501,800

dgpo

300

vm1

LED fixed edges KITCHEN TYPE BATHROOM TYPE LAUNDRY TYPE

KT-## BT-## LT-##

tr 900

530

2,565

JOINERY NOTES 2,400 2,400

150

ALL MATERIALS AND FITTINGS TO BE FIXED IN STRICT ACCORDANCE WITH THE MANUFACTURERS SPECIFICATION.

500

1,200

st1

1,210

PROVIDE CABLE HOLE IN JOINERY FOR GPO & WM TAPS (wms).

CL

hk x 2

dr

BIFOLD HAFELE

JOINERY CUPBOARD DOOR / DRAWER PULLS - REFER TO JOINERY HARDWARE st1 SCHEDULE. mir1 gl3 AND CEILING JUNCTIONS, 16 mm SHADOWLINE PACKER TO ALL JOINERY, WALL PAINT OUT TO MATCH ADJACENT WALL COLOUR.

st1

gl1

dr

DRAWE HAFELE EXTENS

650

FIRE HAZARD PROPERTIES OF MATERIALS, LININGS AND SURFACE FINISHES TO COMPLY WITH C1.10 OF THE NCC / BCA.

gl3

st1

ALL ME

CL

300

LED fixed 2,571 edges

vb1

2030 - cos

GENERAL NOTES & LEGEND

850

0

ADJUST GLASS FERRUL CAT. NO

950

ALL WORKS TO BE CARRIED OUT IN ACCORDANCE WITH BUILDING CODE OF (NCC7/ -BCA) AND 2AUTHORITIES' REQUIREMENTS. AUSTRALIA master bathroom elevation sc 1:20 @A1 ALL WET AREAS ARE TO BE COMPLETED IN ACCORDANCE WITH AS3740.

scale 1:20 @ A1

1,063

TOUCH HAFELE SIZE, TH

3,071 - cos

CL 200

2

MITRED HAFELE

525

CL

650 CL

OFFSET BLUM IN TYPE.

bath2

900

900

recessed shelf

580

700

CL 700 1,700

CL

MITRED HINGES: D08 HAFELE 'GS' 135 DEGREE OPENING 325.00.708 A3.22 CAT. NO. dr 170

TOUCH LATCH MECHANISMS: recessed 'TUCH-LATCH' LED strip HAFELE CAT NO. 245.56.901 AUTO SPRING CATCH (TO SUIT DOOR st1 SIZE, THICKNESS & lighting WEIGHT).

CL

ll out bin - front ce panel with faux ger scot cut out

CL 1,740

1,011

0

1585 - cos

CL

CL

powder coated 25mm dia aluminium rod

550

scale 1:20 @ A1

50

820

DRAWER RUNNERS / GLIDES: HAFELE SOFT ROLLER 45 KDA BLACK GALVANIZED STEEL FULL7 - elevation 4 masterWITH bathroom EXTENSION. MODEL TO SUIT INSTALLATION LENGTH.sc 1:20 @A1

250

master bathroom - elevation 2 master bathroom 7 - elevation 2 sc 1:20 @A1

50

master bathroom - elevation 4

ALL METAL NICKEL SOCKET SPACING AT 50mm CENTRES.

3,071 - cos 1,360

900

500 ADJUSTABLE SHELF SUPPORTS: GLASS & SOLID SHELVES: 820 FERRULE & BUSH TYPE, HAFELE CAT. NO. 282.01.701 SUPPORT AND CAT. NO. 282.50.704 SLEEVE.

950

2030 - cos

1160

7312 - cos

KT-## BT-## LT-##

HINGES CONCE PROPR SELF C

tr 900

D10 A3.22

1000

580

bm/wm tr 900

850

vm1

1,200

D10 A3.22

1,000

1,700

CL

JOINER

CL

hk x 2

bm/wm

sm1

CL 580

150

950

tr 300 vb1

fw

recessed shelf 150mm with 5mm metal

tr 900

100

pob2

ALL MAT MANUF

1,800 2,565

dr

2,400

dr A3.22

tr 900

900

D10

dr

1,700

CL

2,565

sr3

2,030 - cos

mt3 recessed shelf with 3mm metal

16 mm S PAINT O

PROVID

2

1

JOINER SCHED

ALL JOI UNLESS

CL

hk x 2

bronze glass

bath 2

sr4

cur 3 powder coated stainless steel mesh curtain

st1

gl3

3

4

550

CL

st1

powder coated 25mm dia aluminium rod

st1

900

frameless glass shower screen

CL

JOINER EQUIPM

2,400

CL

tile setout

st1

CL

250

BUILDE EQUIPM

JOINER

cur 3 powder coated stainless steel mesh curtain

500

2,400

CL

CL

300

CL

800

powder coated 25mm dia aluminium rod concealed

250

900

1,360 550

CL

CL

scale 1:20 @ A1

BIFOLD LAUNDRY DOORS: HAFELE HAWA 30 OR SIMILAR.

cur 3 powder coated stainless steel mesh curtain

DRAWER & ROBE PULLS: TO BE BELLEVUE IMPORTS CAT. NO. 70864B, SATIN CHROME FINISH. CL

as bm bt cl ct-xxx ctx dr dry dp dw ds eq fcl ffl fg flp fs flp fp fw mir gl hk iwc kt sm tr mwo pop pc pull ref rh rc sm sl sr sd mt tc tr trh vm vb wc wm wms

st1

DATE

D.2 E F

07.08.2023 25.08.2023 28.09.2023

2,565

06.02.2023 revised documentation 03.03.2023 documentation revision ramp grades 19.05.2023 revised documentation 08.06.2023 revised west facade 14.06.2023 general revision 27.06.2023 general revision st1 13.07.2023 general revision 21.07.2023gl3 general revision

REV.

LEGEND TILE SETOUT

LED LIGHT STRIP

1,700

700

SINGLE GPO

1,210

CL

D08 A3.22

500 ssk vm1 st1 mel 3 dr

dr

CL

ssk

tr 900 650

CL

D05 A3.22

lam5 1,000

1,000

850

850 600

floating vanity. joiner to allow for in wall support frame and fixings as required

530

150

1,700

300

CL

250 CL

D14 A3.22

2,400

525 2,400

LED fixed edges

st1

st1

1:20 @A1

DRAWN: C

AG/MC

PROJECT NO.:

DRAWING NO.:

2141

A3.14

L

st1

MASTER BATHROOM 7

25/10/23

SCALE:

mt3 recessed shelf with 3mm metal

note: this drawing is part of a "des drawings and is not suitable to be

TIMBER GRAIN DIRECTION

DOUBLE GPO

tr 900

CORNUS

DRAWING:

generalCARCASS revision MATERIAL. revise interior building permit

tr 900

bath2

7,342 - cos CL

CLIENT:

INTERNAL FINISH OF JOINERY CARCASSES TO BE WHITE MELAMINE U.N.O.

AMENDMENT JOINERY TO WET AREAS TO BE CONSTRUCTED st1 OF MOISTURE RESISTANT

PLOT DATE:

12

as bm bt cl ct-xxx ctx dr dry dp dw ds eq fcl ffl fg flp fs flp fp fw mir gl hk iwc

CL

cp

sm1

ADJUSTABLE SHELF BATH MIXER BATHTUB CENTRE LINE COOKTOP CUTLERY TRAY DRAWER DRYER DRAWER/DOOR PULL DISHWASHER DOOR STOPPER EQUAL FINISHED CEILING LEVEL FINISHED FLOOR LEVEL FIXED GLASS FLUSH PLATE FIXED SHELF FLUSH PLATE FIXED PANEL FLOOR WASTE FIX MIRROR FRAMELESS GLASS ROBE HOOK IN WALL CISTERN

sm1

CL

1,700

gl3

CL

AMENDMENT

sr3

sd CL

trh

1,200

40

C.1 C.2 C.3 C.4 C.5 C.6 D D.1

DATE hk x 2

sr4

wc2

900

REV.

2,400

stone

GENERAL NOTES: Contractors shall verify all dimensions and levels on site before commencement of any work.

Contractors shall clarify any discrepancies before commencement of any work.

Drawings must not be scaled.

Contractors shall submit samples and shop drawings before commencing work.

All works shall be carried out in acccordance with the Building Code of Australia and all relevant Australian Standards.

These designs, plans, specifications and the copyright herein are the property of mir1 GKA Architects and must not be used, reproduced or copied wholly or in part without the written permission of GKA Architects. ABN: 54 778 308 834

gl1

250

tr 900

note: this drawing is part of a "design construct" set of documentation PROJECT: PROPOSED RESIDENTIAL DWELLING FOR ALL JOINERY FIXTURES AND FINISHES REFER TO: drawings and is not suitable to be used as part- FIXTURES of a lump FITTINGS sum contract. & EQUIPMENT SCHEDULE ADDRESS: 19 CLAPHAM STREET, BALWYN VIC - INTERIOR FINISHES SCHEDULE

600

general revision revise interior building permit

trafficable aluminium frame, toughened glass skylight AS1288

300

DESCRIPTIONS INDICATE GENERIC FINISHES ONLY. KEY TO BE READ IN CONJUNCTION WITH DETAILED FINISHES SCHEDULE.

AMENDMENT

700

JOINERY FINISHES

TO BE UPDATED

CL

master bathroom - elevation 5 scale 1:20 @ A1 master bathroom 7 - section a sc 1:20 @A1

Joinery detail

50

detail

LAM1

16

AILS 16mm shadow line packer to all wall, ceiling and joinery junctions. paint out packer to match adjacent wall colour

LAM 30

LAM1

wo1

detail1 - typical elevation view

D1

fs

LAM

not to scale

detail1 - typical plan view

D1 a

detail2 - typical overhead cabinetry

D2

not to scale

not to scale

remove aris mitred corner

20

wo1

TIL3 drawer

100

100

LAM3

5 drawer

LAM1

ST2

LAM3

detail2 - typical overhead cabinetry

D8 D3

detail3 -- typical typical recessed overheadLED cabinetry detail8

not to scale

not to scale

not to scale

D4 D9

S LAM ST2

detail4 corner detail9 -- kitchen kitchen mitred finger pull detail

not to to scale scale not

D4

LAM

M3

LAM

LAM

SINK

TIL4

detail3 - typical overhead cabinetry

D3

25

LAM1 shower

drawer

D2

ST

100

30

led

40

ST3 LAM1

ST2

ST2 TIL4

30

30 30

wall

remove aris mitre corner

ST2

ST2 LAM1

wd

LAM3 LAM3 LAM1 LAM1 LAM1

remove aris ST2 mitred corner remove aris wd mitre corner ST3

fs

D3

ST2

30

LAM1

detail4 - kitchen mitred corner

D5

detail5 - -kitchen detail detail detail10 in wall finger showerpull shelves

D11 D6

not to scale

D5 D10

not to to scale scale not

60 remove aris mitre corner

M3vb1

30

D16

led

drawer

detail10 - in wall shower shelves detail

D11

detail11 - kitchen finger pull detail

D12

not to scale

detail16 - typical finger pull glass surface not to scale

wall

S

shelf

ST1

ST1

ST1

LAM4

not to scale

wall led

led

shelfdrawer

LAM4 drawer

D11

wall

30

LAM5 LAM5

LAM5 TIL4 LAM5

ST1

vb1 30

LAM4

drawer

D10

ST1

30

150

ST1 glass shower

ST1

ST1

25

150

5

ST1

30

TIL4 remove aris mitre corner

ST1

30

60

30

y

50

wall

16

ceiling

detail11 - kitchen finger pull detail

D12

detail12 - typical shelf with recessed LED

detail12 - typical shelf with recessed LED

D13

detail13 - typical shelf with recessed LED

not to scale

not to scale

13

not to scale

not to scale

D13 D14

BEACH RD MIX ED-USE DEVELOPMEN T Proposed Mixed-use residential | 4 Storey | 26 Apartments - 4 Tenancies | Sandringham | Victoria | 2023 Role: Junior Graduate Architect | ArchiCAD Task - Town Planning Documentation - Contract Documentation - Coordinate consultants - Prepare Tendering Documentation sets.

- Detailing Construction Documentation - Exterior Finish, Doors, Hardware Schedules GKA Architects

14

Walking

Awning

No.2A Double Storey Rendered Townhouse

Bike &

Private Open Space

No.72-75 beach road single story brick petrol station

garage

existing power pole and signs on pole to be retained 2m high galv. iron fence existing grated pit 525⍉ council drain depth assumed at 750mm deep and TBC. refer to civil dwgs.

90°29' 47.55

17.200

17.200

new 3m palings to match existing paling

15.000 15.400

2,000

ramp dn 1:10

ramp dn 1:4.5

15.400

No.4 arthur st single story brick dwelling

ramp dn 1:4

tree protection fencing

remove exisiting crossing sight lines triangle 50% clear of visual obstruction with no landscaping over 900mm in height crossover to be widened to council standards

Fence

remove existing electricity pole, powerlines, nbn and cable tv cables

PROPOSED 4 STOREY MIXED USE BUILDING

0°00' 48.09

tree protection fencing

on Woven

2,000

new waste and recyclables bins to city of bayside requirements

15.400

Path

15.400

No.6 arthur st single story brick dwelling

180°00'

Wire

1,200

existing row of 6.0m high cypress hedge trees No 11

39.64

beach road

Concrete

c. new no standing sign

new 3m palings to match existing paling existing 3m palings to be retained19,200

5,000

existing row of 8m high ornamental pear trees No 5-9

existing 3m palings to be retained 16,200

semi mountable island with a. 'left only' b. 'no right turn' signage

No.8 arthur st single story weatherboard dwelling

Walking

15.000 existing power pole and signs on pole to be retained

16.700

ng

fenci ction

w

w

'

tree

No.1 georgiana st double story rendered dwelling

concrete carpark

w

prote

TBC

No.4/79-80 beach road double story rendered unit

No.1/79-80 beach road

8.75 196° 34

Bike &

0

remove exisiting crossing

16.700 270°29' 36.97

1,00

w

1,500

w

8.08 270°11'

No.1/79-80 beach road

site plan scale 1:200 @ A1

28.860

0

NORTH

parapet

e before commencement

mencement of any work.

2,700

24.900

D

E

AMENDMENT

01.06. 2023 08.08.2023 05.09.2023 11.09.2023 RL 26.000 13.10.2023 18.10.2023 TR1 23.10.2023

progress set CR1 revised progress set revised progress set revised progress set revised set - services revised set - services progress set - revised structure

F

G

H

overturn

RL 28.860

DATE

A A B C D D.1 D.2

title boundary

3,960

herein are the property of opied wholly or in part 54 778 308 834

C

REV. min ceiling level

efore commencing work. uilding Code of Australia

B

PROJECT:

note: this drawing is part of a "design construct" set of documentation drawings and is not suitable to be used as part of a lump sum contract.

CR1

CR1

CLIENT: TR3

79-80 beach road beyond

TR3

MC1

TR3

MC1

TR3

gr

TR1

TR3

TR4

MC1

TR3

TR1

TR3

TR4

MC1

TR3

gr

TR4

MC1

gr

MC1

gr

gr

TR3

TR3

TR4

SITE PLA MC1

2,700

3,400

TR4

21.500

TR1

TR1

TR1

level 2

18.940

11,850

18.100

gr

TR4

TR3

gr

TR3

TR4

MC1

11,560

gr

11,815

TR4

2,700

3,400

min ceiling level

TR1

TR1

level 1

TR1

MC1 BR1

14.500

BR1 screen to plant area

BR1

TR4

sc1

gl1

gl1

gl1

gl1

gl1

sc1

TR4

BR1

BR1

gl1

gl1

gl1

TR3a

TR3a

TR3a

TR3a

TR3a

top of the capping beam 13.500

TR3a

ERL 14.440 ERL 14.330

ERL 14.310

ERL 14.230

driveway

3,200

sc1

BR1

TR3 TR3a

ERL 14.170

ERL 14.160

ground

sc1

2,700

3,600

min ceiling level

fire booster

top of the capping beam 14.100

top of the capping beam 13.900

ERL 14.340 substation TBC

2800w x 800d x 1500h

top of the capping beam 13.800

11.300 basement 1

76-78 beach road subject site

3,000

72-75 beach road service station

79-80 beach road

8.300 basement 2

scale 1:100 @ A1

scale 1:100

10

parapet

9

8

7

6

5

RL 28.860 CR1

9,920 b17 rear setback envelope

2,700

3

TR2

15

TR2

CR1

dormer windows

TR2

2

1

angled mansard roof

solar panels

dormer windows

min ceiling level

3,960

4

18,900

title boundary

28.860

11

28.860 parapet title boundary

west elevationWest Elevation

U

DRAWING:

level 3 min ceiling level

P

ADDRESS: 7

title boundary

A

E

D

C

B

A title boundary

F

title boundary

G

ROOF 1 ROOF 3

TR2

TR2

ROOF 3

min ceiling level

TR3 2,700

CEILING 3

apartment

6,580

TR1

CEILING 1

CEILING 3

apartment

7,300

FLOOR 3

TR1

min ceiling level

TR5

gl2

balcony

gl2

apartment

balcony

apartment

FLOOR 5

FLOOR 3

TR1

gl2

FLOOR 5

gl2

1,700

1,700

2,700

TR1

TR5

CEILING 1

CEILING 1

balcony

ps2

apartment

stairs

apartment

FLOOR 5

balcony

FLOOR 3

1,800

1,700

2,700

TR5

TR5

11,300

11,210

min ceiling level

FLOOR 5

TR3 TR3

5,000

min ceiling level

5,000

CEILING 1 2,700

2200mm high solid courtyard fence

2700mm highcourtyard wall for vertical garden

tenancy

tenancy

ERL 14.810 TR3

FLOOR 3

FLOOR 5

ERL 14.690

FLOOR 5

top of capping beam 14.400

top of capping beam 14.100 CEILING 1 commercial bin room

carpark

FLOOR 2

CEILING 1 carpark

FLOOR 1

79-80 beach road

76-78 beach road subject site

72-75 beach r

section

w

w 70 . 4.4 ex L1 R

w

w

w

4,796

3 TBC

v in water valve/ utility

PROJECT:

PROPOSED MIXED

ADDRESS: 76-78 BEACH RD, S CLIENT:

UPSIZED PTY LTD

. 4 ex L1 R

.

0 25

existing power pole and signs on pole to be retained v in 20 . 4.2 ex L1 R

DRAWING:

SECTIONS H

G

F

900x600mm grated pit, refer to civil eng. dwgs

1

pit

20

. 4.4 ex L1 R telstra pit

2 2,700 remove exisiting crossing

70 . 4.3 ex L1 R

00

. 4 ex L1 R

.4

10 . 4.3 ex L1 R

. 4 ex L1 R

note: this drawing is part of a "design construct" set of documentation drawings and is not suitable to be used as part of a lump sum contract.

undergrounding of power lines

E

4,484

supply pillar with services connection facilities from basement, refer to electrical services, dwgs

WT07 horizontal bike rack 'cora CBR1’F’ (6)

FFL 14.500 SFL 14.400

WT07

140mm blockwork planter boxes

WT07

1:15

85 .2

75 .2 . 4 ex L1 R new waste and recyclables bins to city of bayside requirements

v 30

D

C

FFL 14.500 SFL 14.400

WT05

A1.11

150mm trench grade TBC by civil eng.

1:20 60 . 4.2 ex L1 R

140mm blockwork planter boxes

. 4.1 ex L1 R

c. new no standing sign

remove existing electricity pole, powerlines, nbn and cable tv cables

crossover to be widened to council standards

B

WT07

112.09 m2 pav3

entry WT07

in

30 . 4.0 ex L1 R sight lines triangle 50% clear of visual obstruction with no landscaping over 900mm in height

v

in

beach road

No.1/79-80 beach road

fip 1000w x 400d

FFL 14.300 SFL 14.200

140mm blockwork planter boxes

1:5

140mm blockwork planter boxes

WT07

. 4.2 ex L1 R

20

1200x900mm baffle pit, refer to civil eng. dwgs

WT07

pit

2 x non-res visitor bicycle parking

ramp dn 1:10 a

b

semi mountable island with a. 'left only' b. 'no right turn' signage remove exisiting crossing

A

existing grated pit 525⍉ council drain depth assumed at 750mm deep and TBC. refer to civil dwgs.

vehicle entry

trench grade 200mm wide x 200mm dee, refer to civil dwgs.

. . 4 ex L1 R

0

70 scv

. 4.4 ex L1 R

. 4.4 ex L1 R

intercom bollard

ramp dn 1:4.5 conc1

2,000 5,000

. 4.4 ex L1 R

00

electrical box

0 22 electric pit

v 20

in

1,00

letter boxes

50

ramp dn 1:4

60 . 4.4 ex L1 R 69 . 4.3 ex L1 2m high galv. iron fence R 0 33 .

4. ex L1 R

3 4,484

2 2,700

1

7,430

. 4.0 ex L1 R

9,270

external works - street plan detail

2,090

telstra pit

canopy over

8,670

traffic pit

nature strip

5,660

existing power pole and signs on pole to be retained

new conc. foot path

6,590

progress set revised progress set revised progress set revised progress set revised set - services revised set - services progress set - revised structure

8,380

AMENDMENT

01.06. 2023 08.08.2023 05.09.2023 11.09.2023 13.10.2023 18.10.2023 23.10.2023

fire booster

DATE

A A B C D D.1 D.2

2800w x 800d x 1500h

REV.

1,500

drawings before commencing work. e with the Building Code of Australia

e copyright herein are the property of oduced or copied wholly or in part tects. ABN: 54 778 308 834

ing

before commencement of any work.

fenc

NORTH

tion

evels on site before commencement

protec

4,796

. 4.5 ex L1 R

10

4

scale 1:100

tree

4

commercial a/c plant area above ramp

Section scale 1:100 @ A1 cc

scale 1:100 @A1

21.500 level 2 TR3

gr

TR3

TR4

MC1

TR4

TR1

BR1

RL 15.060 ERL 14.170

ERL 14.160

TR3a

top of the capping beam 13.800

external works - street west elevation

D21 G

TR3a

FFL 14.300

14.250

gl1

RL 15.060 TR3a

D20 G

W23 G

RL 15.260

D41 G

fire booster SFL/FFL 14.500

TR3a

ERL 14.230 FFL 14.300

pedestrian access ramp

building entry ramp

2,910

4,000

baffle pit refer to civil eng. dwgs

1200W x 900L x 940D

TR3a

D42 G

140mm blockwork planter box

fire booster

2800w x 800d x 1500h

1,545 1,545 3,090 top of the capping beam 13.900 to comply with council's

sc1

BR1

scale 1:100 @ A1 powder coated flash metal panel to match dulux colour "Stepney"

gl1

D19 G

140mm blockwork planter box

RL 16.700 400

100mm thick slab, refer to struct. dwgs.

WT05

RL 16.100

powder coated flash metal panel to match dulux colour

WT08 190mm blockwork retaining wall lightweight planter

2,200 - varies 1,800

2,800 3,090

x 1500h

ter

D41 G

16

courtyard

RL 15.400

RL 15.260 TR3a

WT07 140mm blockwork, planter boxes typical bench seat, refer to landscape dwgs.

pedestrian ramp access

3,650 top of the capping beam 14.100

TR3

ERL 14.440 ERL 14.330

ERL 14.310

WT05

SFL/FFL 14.500

6 horizontal bike rack 'cora CBR1’F’

W21 G

TR3a

FFL 14.500

scale 1:100 @A1

145

50

MC1

gl1

gl1

W22 G

requirements

ft1 timber paling fence

1,350

TR4

BR1

External works details - street elevation west

100 2,700

gr

TR3

TR1

sc1

TR4

BR1 gl1

gl1

W27 G

140mm blockwork planter box

top of the capping beam 13.500

TR4

sc1 gl1

2 horizontal bike W28 rack 'cora CBR1’F’ G

driveway

3,200

BR1

sc1 gl1

2,700

3,600

BR1

screen to plant area

ground

TR3

powder coated flash metal panel to match dulux colour "Stepney"

MC1

14.500

gr

100

TR1

level 1 min ceiling level

MC1

1,500

11,850

18.100

gr

TR3

11,560

MC1

11,815

TR4

2,700

3,400

min ceiling level

140mm blockwork planter box

ERL 14.340 substation TBC

scale 1:50 1400X2050 @ A1 car

90

pav3

SFL FFL 14.200 14.300

fire booster plan detail scale 1:50 @A1

112.09 m

50

s4 s4

s3 s3

100mm high 536 concrete hob, 1,680 refer to struct. dwgs.

536 1,680 s2

SFL/FFL 1,080 14.500 1,080

s2 existing groundline

90

1,914

1:35 90 grade til2 1:35 grade

800 800 890 890

RL 15.000

600w x 600d bin FFL 14.500 pav2 exhaust raiser

200

1,889 2,229

1,914

140

500

scale 1:50 @A1

AMENDMENT

A A B C D D.1 D.2

01.06. 2023 progress set 08.08.2023 revised progress set 05.09.2023 revised progress set scale 1:50@A1 11.09.2023 revised progress set 13.10.2023 revised set - services scale 1:50@A1 18.10.2023 revised set - services 23.10.2023 progress set - revised structure

concrete hob, refer to struct. dwgs.

INTERNAL F

suspended 6mm villaboard lining with throughout, 10mm shadow line to edges, painted finish.

EXTENT OF READ IN CO

pbd pbd

D35 G D35 G

tr3a

refuse room

residential lobby

services

common circulation

refuse room

residential lobby

lift TBC lift TBC

FFL 14.320

FFL 14.300

tl2 FFL 14.520

tl2

FFL 14.520

tl2

pav3

FFL 14.300

FLOOR / RO

entry tenancy 04

entry tenancy 02

entry tenancy 04

entry tenancy 02

ex.

RL 14.259

external works - entry lobby elevation detail external works - entry lobby elevation detail 462 462

3,436

5,350 1,754 5,350 1,754

53

1,914

53

1,914

existing ground line

124

scale 1:50@A1

T01

T02

T03

T04

2.04

2.05

2.06

2.07

2.08

302 1.06

T01 1.07

T02 1.08

T03 1.09

T04 1.10

BODY CORPORATE

1.11

2.01

2.02 G.01

2.03 G.02

2.04 G.03

2.05 G.04

2.06 1.01

2.07 1.02

2.08 1.03

2.09 1.04

1.05

1.06

1.07

1.08

1.09

1.10

1.11

2.01

G.01

G.02

G.03

G.04

1.01

1.02

1.03

1.04

scale 1:50 @A1

2.09

536 lockable mailboxes - 32 total stainless steel "MSF3" mail safe mailboxes recessed in lockable mailboxes - 32 total stud wall steel "MSF3" mail stainless safe mailboxes recessed in stud wall

s2 - fire indicator panel, sprinkler control s2 - fire indicator panel, sprinkler control valve & mail boxes elevation valve & mail boxes elevation scale 1:50 @A1

BODY CORPORATE

1,5391,539

302 2.03

301 1.05

WT30 WT30 stud wall WT25c, WT25c, stud wall

1,835 5,470 concrete footpath new commercial lobby to council detail

FLOOR 6 TO STRUCT

ROOF 1 FRAMED - R

CEILING 1 CORNICES PLASTERBO CEILING 2

1,2701,270 600 600 670 670

301 2.02

1:35 ramp of reinforced concrete, refer to struct. eng's dwgs.

1:35 ramp of reinforced concrete, refer to struct. eng's dwgs.

1,350 1:20 ramp

ROOF 2 FRAMED - R

548 548 670 670 1,2141,214

mail boxes

600 600 670 670

mail boxes

sprinkler control valve

1,080

FLOOR 4 DRAWINGS

ROOF 5 DRAWINGS

sprinkler control valve

min. 500mm 1,080clearance either 536 side for FIP, refer to services eng's dwgs. min. 500mm clearance either side for FIP, refer to services eng's dwgs.

FLOOR 3 DRAWINGS

ROOF 4 DRAWINGS

fire indicator panel

D27 G D27 G

FLOOR 2 DRAWINGS

FLOOR 5 COURTYAR 124

scale 1:50@A1

FLOOR 1 DRAWINGS

ROOF 3 DRAWINGS

fire indicator panel

D28 G D28 G

ground floor commercial lobby 14.500

FFL 14.520

tl2

3,436 galvanised steel metal galvanised panel for doors steel metal to match finish, paneltofor doors refer door to match schedule finish, refer to door schedule

commercial lobby

FFL 14.520

tl2

6,770 residential lobby 6,820 residential lobby

124

FLOOR / WA til1 TI stn1 ST car1 CA tim1 TI pbd PL

D29 G D29 G

reinforced concreterefer slab to capping beam, refer to struct. dwgs struct. dwgs.

124

FINISHES T KITCHEN EQ

140mm blockwork planter box

D30 G D30 G

trench grate, refer to reinforced concrete slab civilrefer dwgs. to struct. dwgs

5,658 common circulation 5,658 common circulation

D30

WALL / FAC G BR1D30 FA TR1 G RE TR2 TEX TR2a TEX TR3 TEX TR3a TEX TR4 TEX TR5 TEX MC1 ME MC2 PE

canopy

pbd

common circulation

ent tenanc ent tenanc

slab thickening, refer to struct. dwgs

mc1 tr4 (beyond)

pbd

services

first floor 18.100

ROOF / SOF CR1 RO

steel deck roof at 1 deg. pitch

pbd

1,167

SFL 14.500

pav1

boundary

DATE

pbd

1,167

SFL FFL 14.500 14.520

structural engineer to assess balustrade fixing complies with AS 1170.1

suspended 10mm plasterboard lining square set cornices throughout, painted finish.

17,956

FFL 14.520

entry

REV.

RE ST TI

DESCRIPTIO IN CONJUN

tenancy 02 powdercoated aluminium capping entry with sealed mitred tenancy joints at 02 corners ba3 - solid balustrade with 9mm D29 compressed sheet cladding, ACC G panel, to be installed to D29 manufacturer's details G

NORTH

CA CA

PJ PA GJ G EJ EX CJ CO CONFIRM L ARCHITECT commercial lobby til2 reinforce concrete slab, commercial lobby refer to struc. dwgs.

EXTERNAL til2

SFL 14.280

external works - entry lobby plan detail external works - entry lobby plan detail

1:37

typical bench seat, refer to landscape dwgs.

RL 15.400

balcony

D36 G D36 G

WT07 140mm blockwork, planter boxes

elec

typical ground floor courtyard section

scale 1:50 @A1 FFL 14.300

112.09 m2

GENERAL NOTES: Contractors shall verify all dimensions and levels on site before commencement of any work.

Contractors shall clarify any discrepancies before commencement of any work.

Drawings must not be scaled.

Contractors shall submit samples and shop drawings before commencing work.

All works shall be carried out in acccordance with the Building Code of Australia and all relevant Australian Standards.

These designs, plans, specifications and the copyright herein are the property of GKA Architects and must not be used, reproduced or copied wholly or in part without the written permission of GKA Architects. ABN: 54 778 308 834

entry COL.2 tenancy entry 03 COL.3 tenancy 03

courtyard

600 x 600

D26 CP-1 G CP-2 D26 G COL.1

til2

FFL 14.300

2

be

capping beam lockable mailboxes - 32 total above ground stainless steel "MSF3" mail (beyond), refer safe to mailboxes recessed in SFL 14.400 lockable mailboxes - 32 total structural drawings stud wall steel "MSF3" mail stainless safe mailboxes recessed in provide planter box floor waste stud wall connection to SW system existing groundline

fire booster section

SFL 14.200

RL 16.700

1,914

lightweight planter boxes

D27 G D27 G footpath

concrete slab, refer til2 to struct. dwgs.

pav3 FFL 14.300

1,914

90

2000w x 600d electrical meter panel

1,000

1:20 grade

D20 G D20 G til2

W24 G W24 G

entry pav3 entry

90

5,300

1600w x 800d x1800h match dulux colour "Stepney"

1,400

50

145

145 145 1:20 800 grade 1,090 pav3

50 1,500

exterior

services til2

ft1 timber paling fence

fogo glass csa sprinkler control mail boxes 1914w x 334d x670h valve sprinkler control WT08 mail boxes 190mm blockwork 1600wcoated x 800dflash x1800h powder 1914w retaining wall x 334d x670h valve metal panel to

fip

D28 G D28 G

2,126 2,126

1000w x 400d RL 16.100 fip 1000w x 400d

min. 500mm clearance either side FIP, refer min. for 500mm to serviceseither eng's clearance dwgs. side for FIP, refer to services eng's dwgs.

FLOOR 5

services engineer to confirm

90 90

100mm thick slab, refer to struct. dwgs.

WT05

2,800 3,090

fire booster

2800w x 800d x 1500h

1,350 100 2,700 1,350

concrete hob, refer 1.5m2 carpark to struct. dwgs. exhaust riser

90

1,080

s4 s4

s3 s3

145

50 100mm high

D42 G

1,080

500w x 500d corridor supply air rise

D41 G

50

s1

0.64m2 cafes1 kitchen exhaust riser

new conc. foot path new conc. foot path

nature strip nature strip

cafe kit exh

SFL/FFL 14.500

5,300

D36 G

water meters

til2

WT05

140mm blockwork planter box

requirements

refuse room

waste chute powder coated flash metal panel to match dulux colour "Stepney"

fire booster

2800w x 800d x 1500h

700

D35 G

1200W x 900L x 940D

400

lift Schindler E1

1000w x 400dFFL 14.500 water meters

1,545 1,545 3,090 top of the capping beam 13.900 to comply with council's

2,200 - varies 1,800

FH

pop W21 RE ss G SE gt G TR3a fw FL ERL 14.310 s1 fw1 FL pedestrian ramp access shr SH 3,650 cl CE top of the capping b tac 14.100 TA ws W hyd HY hws HO elec EL db DI ex EX FHR FI FH FI FX FI FB FI D19 G

W22 G

450 500

4,000

D34 scale 1:100 @A1 G

stairs external works - street west elevation

External works details

2,910

334 334

3,200

top of the capping beam 13.800

top of the capping beam 13.500

TR3a

baffle pit refer to civil eng. dwgs

D42 G

fire booster SFL/FFL 14.500

communications building entry ramp 140mm blockwork equipment planter box

pedestrian access ramp

140mm blockwork planter box

D41 G

1200w 14.300 x 600d ERL 14.230 FFL

TR3a

FFL 14.300

14.250

driveway

RL 15.260

1,500

TR3a

TR3a

ERL 14.170

ERL 14.160

ground

D20 G

RL 15.060

s5 s5

14.500

D21 G

W27 G

com

2 horizontal bike W28 rack 'cora CBR1’F’ G

RL 15.060

s5 s5

2,70

3

SFL 14.500

334 334

890

lockable stainless steel "MSF3" lockablemail safe mailboxes stainless steel recessed in "MSF3" mail blockwork wall safe mailboxes recessed in blockwork wall

CEILING 3 MOISTURE

890

s5 - mail boxes section s5 - mail boxes section scale 1:50 @A1

17

scale 1:50 @A1

NOTE: ALL T TO ALLOW

WALL CONS

- CONTRAC

GLEN IRIS APART MEN TS Proposed residential | | 4 Storey | 42 Apartments | Glen Iris | Victoria | 2023 Role: Architectural Documenter | ArchiCAD Task - Contract Documentation - Detailing Construction Documentation GKA Architects 6

f

roof SFL/FFL 36,420

roof SFL/FFL 36,420

3,080 1,473

8 equal risers @184.11mm each

1,657

9 equal risers @184.11mm each

1,000

first floor SFL 30,190

first floor FFL 30,210

3,070

first floor SFL 30,190

1,468

8 equal risers @183.53mm each

1,652

upper ground floor FFL 27,140

3,120

upper ground floor SFL 27,140

concrete stair and landing, refer to struct. eng.'s dwgs, stair treads 250 wide, max 190 high, all treads equal

basement 1 SFL/FFL 21,150

1,435 1,435

SFL/FFL 22,585

8 equal risers 8 equal risers @179.375mm each @179.375mm each 2,870

1,000

lower ground floor SFL 24,000

1,000

1,435 1,435

950

lower ground floor FFL 24,020

stair 1 section aa scalebuilding 1:50 @ A1A stair 1 section aa

9 equal risers @183.53mm each

SFL/FFL 25,672 3,120

1,652

1,000

950

950

SFL/FFL 24,020

1,287

1,000

upper ground floor SFL 27,120

950

1,625 1,468

950

1,100

950

handrails within the fire-isolated stair are to terminate at the ground floor landing, refer to fire engineer report

upper ground floor FFL 27,140

9 equal risers @183.55mm each

1,000

950

SFL/FFL 27,140

9 equal risers @180.55mm each

3,070

SFL/FFL 28,765

8 equal risers @183.5mm each

950

1,100

second floor SFL 33,340

3,130 1,445

8 equal risers @180.58mm each

1,625

9 equal risers @180.58mm each

1,445

950

first floor FFL 30,210

950

1,657

1,000

950

SFL/FFL 30,190

8 equal risers @180.625mm each

950

1,100

8 equal risers 8 equal risers @179.375mm each @179.375mm each 2,870

h ad 56 he mm 55 0 concrete stair and 210 54 landing, refer to 53 struct. eng.'s dwgs, 52 stair treads 250 51 wide, max 190 high, all treads equal 50 49 843 48 47 46 45 44 SFL/FFL e 43 nc 28,765 ra 42 lea tc h 41 g i he 40 ad 30% luminance 39 he mm 38 contrasting non0 0 skid strips to the 21 37 nosing of all 36 treads in 35 accordance with 34 AS1428.1 33 32 843 31 30 29 28 27 SFL/FFL ce 26 an 25,672 ar 25 cle ht g i 24 he 23 ad he 22 m 0m21 0 1 stainless steel 3 rails 2 20 baluster with 40mm 19 horizontal rails at 18 max. 460mm and max 150mm to stair 17 nosing 16 1,050 15 14 13 12 11 10 SFL/FFL 9 22,585 8 7 6 5 4 3 2 SFL/FFL 1 21,150 57

9 equal risers @184.11mm each

tc

h eig

SFL/FFL 31,867 3,130

lea

e

nc

ra

59 58

950

1,473

950

62 61 60

second floor FFL 33,340

second floor SFL 33,320

950

950

65 64 63

SFL/FFL 31,847

second floor FFL 33,340

66

8 equal risers @184.125mm each

SFL/FFL 33,340

1,000

1,000

1,219

67 843

30% luminance contrasting non-skid strips to the nosing of all treads in accordance with AS1428.1

3,080

3,080

30% luminance contrasting nonskid strips to the nosing of all treads in accordance with AS1428.1

3,080

40mm galv. steel 3 rail balustrade 1000 above step landing

40mm galv. steel 3 rail balustrade 1000 above step landing

stair 1 section bb scale 1:50 @A1

18

scale 1:50 @AA1stair 1 section bb building

scale 1:50 @A1

lower ground floor FFL 24,020 lower ground floor SFL 24,000

basement 1 SFL/FFL 21,150

1,198

1,103

1,020

130

1,559

200

134

150

FH

1,210

1,050

stair 1

SFL/FFL 31,847

68

190

7 51 52 53 54 55 56 57 58 59 40 1,050

1,216

40

FH 200

40

250 8 equal treads

40

40

stair 1 @250mm each 2,108

1

4,417 3 4 4,897

2

33 5

6

SFL/FFL 22,585 1,017

51.78 m2 8

7

1,010

1,287

UP

40 1,010

40

200

40

154

4,047

a -

2,296

16 15 14 13 12 11 10 9

1,050

a -

2,250 97 2,650 297

SFL/FFL 33,340

1,010 150 1,010 40 40 1,010 1,010 1,010 230 1,010 200 200 2,250 200

7 equal treads 7 equal treads @250mm each @250mm each

40

60

5

1,050 200

290

190

1,750

landings, surface of treads and nosing strips slip resistance to comply with AS4586 concrete stair and landing, refer to struct. eng's dwgs. stair treads 250 wide, max 190 high, all treads equal

200

1,050

1,327

90

b 1,010

1,219

190 1,010 1,010 40

1,020 1,427100 1,130

64

4,614 67 66 65 64 63 62 61 60 4,414 40 1,851 257 DN

92

183

NBN

3,345

3

SFL/FFL 21,150

gas

elec. services

92

6

397 200 1,020 200 2,250 200 2,650

297

297

2,250 97

1,010

29.39 m2 a -

927 240

water meter

200 40 3

4,047

3,957 2,296

230

2,250

150 40 1,010

1,020

1,198

1,210 154

200

1,010

1,010

a -

40

a -

400

4,417

10

40

landings, surface of treads and nosing strips slip resistance to comply with AS4586 concrete stair and landing, refer to struct. eng's dwgs. stair treads 250 wide, max 190 high, all treads equal

200

200

40 landings, surface of treads and nosing strips slip resistance to comply with AS4586 concrete stair and landing, refer to struct. eng's dwgs. stair treads 250 wide, max 190 high, all treads equal

7 equal treads @250mm each 1,287

290

1,790

1,050

4,414

3

200 b -

200 3

4,814

stair 1 plan - basement 1

ground floor

5 building A stair 1 plan second floor

scale 1:50 @ A1

b -

scale 1:50 @A1

b -

6

1 building A stair 1 plan - basement 1 5,367

64

10

92

927

200

1,595

64

536

1,540

153

400

4,417

64

770

919 200

1,097 200

227

2,000 51.78 m2 4,417

40

26

64 154

1,210

8 equal treads @250mm each 40

2,250

230 1,010

97

39 40 41 42

AMENDMENT

REV.

4,021

200

1,010

1,010 40 150

19.09.2023 26.09.2023 200

UP

F.3 F.4

DATE

28.06.2023 06.07.2023 24.07.2023 03.08.2023 15.08.2023 08.09.2023

40

DN

1,010

150

1,010

51 52 53 54

97

1,427

40

SFL/FFL 31,867

REV. E.2 E.3 E.4 F F.1 F.2

1,010

1,050

40

1,020

NORTH1,050

2,296

NBN

183 1,417

92 4,047

2,250

gas

43

1,100 227 1,750 290 GENERAL NOTES: Contractors shall verify all dimensions and levels on site before commencement a of any - work.

7 equal treads 51 commencement of any work.

Contractors shall clarify any discrepancies before 5 @250mm each 290 Drawings must not be scaled.

Contractors shall submit samples and shop drawings before commencing work.

All works shall be carried out in acccordance with the Building Code of Australia and all relevant Australian Standards.

SFL/FFL stair 1 30,210 These designs, plans, specifications and the copyright herein are the property of GKA Architects and must not be used, reproduced or copied wholly or in part FH without the written permission of GKA Architects. ABN: 54 778 308 834 200

5,224

2,250

2,300 200

200 1,200

elec. services

3,345

1,000

230 1,010

150 40 1,010 1,000

water meter

50 49 48 47 46 45 44

200

200 1,010

a -

40

1,010

200

1,198

1,160

exhaust

26

10

26

40

994 92 1,058 92 scale 1:50 @A1 1,198 1,020 137

F.6

a general - revision general revision general revision general revision general revision general revision general revision Interior revision

297

64 673

1,050 200

40

200

4,897

er ground floor

landings, surface of treads and nosing strips slip resistance to comply with AS4586 concrete stair and landing, refer to struct. eng's dwgs. stair treads 250 wide, max 190 high, all treads equal

stair 1 plan - typical floor

b -

landings, surface of treads and nosing strips slip resistance to comply with AS4586 concrete stair and landing, refer to struct. eng's dwgs. stair treads 250 wide, max 190 high, all treads equal

scale 1:50 @ A1

19

4 building A stair 1 plan first floor

scale 1:50

LEGEND

230

40mm to 100mm

3,205

3,437

H8

lower ground floor upper ground typical floor and wall junction detail (full height window) - balcony/terrace 1:20

dp2 FB f/a bol

o/f CP of1 CP CO WINDOW NUMBER W01 ,078 CO NUMBER / FLOORreinforced LEVEL AGwall typeBUILDING WT03 concrete slab, rwh CO 2,122 600 256 903 DOOR reinforced NUMBER refer to struct.

D013mm colorbond bored pop MJ dwgs 17 to 164 / FLOOReng.'s H6 BUILDING NUMBER LEVEL pier, refer AGaluminium sheet cladding ss CJ struct. eng.'s on tophats/ furring Slab edge details gt dwgs KT-## KITCHEN TYPE WALL DJ OP chanmels, installed to 4,358 fw pit KJ manufacturer's details TYPE D1 SECTION DETAIL wall type WT03 scale 1:20 @ A1 BT-## BATHROOM COATED shr 3,343 1,000 SC shotcrete lower concrete LT-##wall to LAUNRY TYPE slab edge detail GRILLE O cl 3mm colorbond TM 20 1:20 breathable type sarking TO MECH aluminium sheet cladding tac CO sp aluminium STAND PIPE VERMIN flashing angle on tophats/ furring ws 17 164 vertical strip L 23,930 powdercoated to PIPE match / DOWNPIPES chanmels, installed to AR dp / dps DOWN H6 0 drain at infill 600 x 600mm hyd gr POWDER windowDOWN frame PIPE- CONCEALED manufacturer's details 1:10 dp2 panel refer to stormwater "class a" shotcrete, refer to struct. hw WEATHE EX to civil eng.'s pit.eng.'s refer dwgs to civil dwgs IN SOLID ALUM COVER, breathable type sarking H6 WINDOW NUMBER terrace/balcony W01 ele TO MECH dwgs POWDER COATED TO SFL 23,900 H8 BUILDING NUMBER / FLOOR LEVEL AG DE db VERMIN 5 Liquid applied, moisture MATCH WALL COLOUR. D4 IN C colorbond Z flashing to ex S SIZE TO DOOR NUMBER polyurethane D01o/f curing, OVERFLOW match window colour FH rubber membraneNUMBER / FLOOR LEVEL REFER E BUILDING AG 602 RO of1 system,15mm ⌀ STAINLESS STEEL waterproof reinforced to turn up walls FH INACTIVE 353 membrane, 79 rc1 OVERFLOW, concrete slab, terrace/balcony and hobs.

'Vulkem 350SLPROJECTS KT-## KITCHEN TYPE WALL OPENI FX refer to civil 100mm wide spoon drain refer to struct. in a two20mm coat application vil1 FROM FACADE. H6 BT-## system BATHROOM TYPE COATED ALU eng.'s dwgs refer to civil eng.'s dwgs FB eng.'s dwgs

by Tremco Pty HEAD usc rwh RAIN WATER H6 integral GRILLE OR LT-## Ltd.' LAUNRY f/aE or similarTYPE approved pop RELIEF POP Liquid applied, moisture reinforced TO MECH bol DR wall type, refer to on stone pavers 20 EX curing, polyurethane terrace concrete hob SEWER wall type detailssupport sp ss STAND PIPESTACK VERMIN &pav IN adjustable rubber membrane H6 SFL/FFL 21150 asGREASE specified dp / gt dps pads DOWN PIPE /TRAP DOWNPIPES system, to turn up walls CP pav2 - pot&paver H6 pav FLOOR gr POWDER CP CO basement 1 and hobs. 'Vulkem 350SL system dp2 fw DOWN PIPE-WASTE CONCEALED shr INskirting SHOWER in a two coat application WEATHERPR 79 SOLID ALUM COVER, WA CO liquid applied system by Tremco Pty 1,650 cl ground CENTRE LINE TO membrane TO MECH tr1 DR lower H6 POWDER COATED 25 100 21 CO Ltd.' or similar approved tac MATCH TACTILE VERMIN &tr2 IN system, to turn up floor fall concrete slab INDICATOR WALL COLOUR. CO stone pavers on walls and hobs 1:100WHEEL to wastes STOPS ws 24,000 H6 integral SFL SIZE TO SUIT o/f OVERFLOW lc1 MJ adjustable support 600 x 600mm reinforced bored floor waste20connected toreinforced hyd HYDRAULIC SERVICES REFER ELEV H8pier, pads as specifieddrainage system, refer toconcrete of1 15mm ⌀ STAINLESS STEEL "W CJ stormwater refer to "class civil. hob D3 hws HOT WATER SERVICES INACTIVE GR D2 SECTION DETAIL a" pit.eng.'s refer to civil struct. eng.'s dwgs lc2 OVERFLOW, PROJECTS DJ 626 elecupper ground ELECTRICAL SERVICES dwgs dwgs floor typical floor and wall junction 5 mc 20mm FROM FACADE. KJ db detail (sliding/window DISTRIBUTIONdoor) BOARD - balcony/terrace 79 rwh RAIN WATER HEAD SC 423 reinforced concrete slab, ex 1:20 EXHAUST 972 600 25 100 21 PLA pop RELIEF POP TM H6 fall concrete slab FHR FIRE HOSE REEL refer to struct. eng.'s TYP ss SEWER STACK dwgs 1:100 to wastes CO FH FIRE HYDRANT H6 TYP gt GREASE TRAP pit AR 1 FX FIRE EXTINGUISHER TYP fw FLOOR WASTE D1 SECTION DETAIL D1 SECTION DETAIL FB FIRE BLANKET WINDOW NUMBER D2 SECTION DETAIL W01 shr SHOWER EX upper ground typical floor and wall junction shotcrete wall to basement slab edge detail typical junction and exterior wall shotcrete wall to basement concreteconcrete slab edge detail f/a slab FROM ABOVE BUILDING NUMBER / FLOOR LEVEL slab detail - lower AG (full height cl sectionCENTRE LINE ground floor WT03 - typical detail window) - balcony/terrace 1:20 bol.1 BOLLARD scale 1:20 @ A1 scale 1:20TACTILE @ A1 INDICATOR DE slab junction tac 1:20 DOOR NUMBER D01 IN ws WHEEL STOPS BUILDING NUMBER / FLOOR LEVEL 1:20 AG CP-1 CAPPING TYPE 1 hyd HYDRAULIC SERVICES RO CP-2 CAPPING TYPE 2 hws HOT WATER KT-## KITCHEN TYPE WALL OPENING WITHSERVICES POWDER rc1 wall COL.1 type WT03 REINFORCED CONCRETE COLUMN REFER STR INT elec SERVICES wall type WT03 BT-## BATHROOM TYPE COATED ELECTRICAL ALUM WEATHERPROOF vil1 COL.2 STEEL COLUMN REFER TO STRUCTURAL DRAW tep H6 wall type WT03 db DISTRIBUTION BOARD LT-## LAUNRY TYPE GRILLE OR EXHAUST FAN REFER texture render on TIMBER COLUMN REFER TO STRUCTURAL DRA usc EX COL.3 3mm colorbond ex EXHAUST TO MECH DRAWINGS. INSTALL external wall refer to RE aluminium sheet cladding 3mm colorbond MJ & schedule MOVEMENT JOINT REFER TO STRUCTURAL DR elevations FHR FIRE HOSE REEL 17 164 spaluminium sheet STAND PIPE VERMIN & INSECT PROOF MESH. EX on tophats/ furring cladding CJ CONSTRUCTION JOINT REFER TO STRUCTURA 17 164 FH chanmels, installed to dpon/ tophats/ dps DOWN furring PIPE / DOWNPIPES pavS nasahi AAC FIRE panel HYDRANT FIN 33 421 DJ DOWELLED CONSTRUCTION JOINT REFER TO gr POWDER COATED ALUM manufacturer's details chanmels, installed FX FIRE EXTINGUISHER dp2 DOWNtoPIPE- CONCEALED pav KIT KJ KEY CONSTRUCTION CUT REFER TO STRUCTU WEATHERPROOF GRILLE REFER manufacturer's details FB FIRE BLANKET IN SOLID ALUM COVER, breathable type sarking SCJ SAW CUTWITH JOINT REFER TO STRUCTURAL DRAW TO MECH DRAWINGS 1,639 WA f/a FROM ABOVE 181 terrace/balcony FLO POWDER COATED TO TMJ & INSECT TEMPORARY JOINT REFER TO STR VERMIN PROOFMOVEMENT MESH .

20 breathable MATCH type sarking tr1 bol.1 BOLLARD til1 WALL COLOUR. stone pavers on colorbond Z flashing to SIZE TO SUITLOCATIONS FACADE PANELLING tr2A CONFIRM OF CONSTRUCTION, EXPANSION angle SFL 23,900 stn o/faluminium flashing OVERFLOW adjustable support pads match window colour REFER ELEVATIONS. BLANK 627 powdercoated to match lc1 ARCHITECT PRIOR TO1 CONSTRUCTION. CP-1 CAPPING TYPE as specified car of1 15mm ⌀ STAINLESS STEEL H6 H6 integral reinforced window frame INACTIVECAPPING GRILLE. TYPE 2 "W CP-2 tim OVERFLOW, PROJECTS terrace/balcony step concrete hob Liquid applied, EXTERNAL FINISHES lc2 COL.1 REINFORCED CONCRETE COLUMN REFER STRUCT pbd terrace/balcony 20mm FROM FACADE. moisture curing, mc COL.2 STEEL REFER TO DRAWING polyurethane rubber COLUMN rwh RAIN WATER HEAD 40 xSTRUCTURAL 11mm mdf skirting H6 DESCRIPTIONS INDICATE GENERIC FINISHES ONLY. COD Liquid applied, moisture membrane system, to COLUMN REFERwith COL.3 TIMBER TOpainted STRUCTURAL DRAWIN finish SCHEDULE. pop RELIEF POP Liquid applied, moisture 626 IN CONJUNCTION WITH EXTERIOR FINISHES H6 curing, polyurethane turn up walls and throughout PLA curing, polyurethane MJ MOVEMENT JOINT REFER TO STRUCTURAL DRAWI ssrubber membrane SEWER STACK hobs. 'Vulkem 350SL FLO rubber membrane TY ROOF / SOFFIT MATERIALS BALUSTRADE CJ CONSTRUCTION JOINT REFER TO STRUCTURAL DR gtsystem, to turn GREASE up walls TRAP in a two coat system, to turn up walls TY rc1 system ROOF CLADDING - TYPE sc1 MET 350SL DJ DOWELLED CONSTRUCTION REFER application by 20mm1JOINT aluminium angle TO STR fwand hobs. 'Vulkem FLOOR WASTE FLO and hobs. 'Vulkem 350SL 74 in a two coat application Tremco Pty Ltd.' or TY securely fixed to concrete METALDR AN LINING - TYPE 1 TO AND KJ vil1 KEYVILLABOARD CONSTRUCTION CUT REFER STRUCTURAL shr SHOWER in a two coat application system by Tremco Pty similar approved by slab,SLAB silicone- seal underDRAWING 1,560 MAXIMU usc1 OF CONC. 1 WITH system by Tremco Pty SCJ SAWUNDERSIDE CUT JOINT REFER TO STRUCTURAL clLtd.' or similar CENTRE H6 integral approvedLINE architect.

FLO Ltd.' or similar approved sc2TO STRUCT EXIS TMJ TEMPORARY MOVEMENT JOINT REFER tac TACTILE INDICATOR reinforced stone pavers on DR 20 EXTERNAL FLOOR FINISHES j concrete hob FENCE AND stone pavers on ws WHEEL STOPS H6 integral CONFIRM LOCATIONS OF CONSTRUCTION, EXPANSION adjustable support wall type, refer to 100 20 pav1 EXTERNAL PAVING - TYPE 1 adjustable support sc3 COL reinforced 90 919 hyd HYDRAULIC SERVICES FLO pads as specified wall type details ARCHITECT PRIOR TO CONSTRUCTION. fall concrete slab pads as specified pav2 EXTERNAL PAVING - TYPE 2 concrete hob ft1 TIMB hws HOT WATER SERVICES DR 1:100 to wastes membrane to turn up angle storage EXTERNAL FINISHES elec ELECTRICAL SERVICES WALL /strip FACADE FINISHES cavity closer top hat FLO torage room INT slab setdown for lower ground db DISTRIBUTION BOARD refertr1 to manufacturer's 25 100 21 RENDER FINISH - DULUX "UNFORGET allow for 1:100 slab fall storageTEXTURE level floor DESCRIPTIONS INDICATE GENERIC FINISHES ONLY. CODEDR /T ex EXHAUST fall concrete slab detail EX tr2 TEXTURE FINISH - DULUX "NAMADJI" SFL 24,000 IN CONJUNCTION rom FFL 24,020 to fall concrete slab 25 100 21 WITH RENDER EXTERIOR FINISHES 20 SCHEDULE. FLO 1:100 to wastes FHR FIRE HOSE REEL RE lc1 COMPRESSED SHEET CLADDING WITH VERTIC H6 minimum SFL 24,000 1:100 to wastes FH FIRE HYDRANT ROOF / SOFFIT MATERIALS BALUSTRADESRE /S "WOODLAND GREY" D2 SECTION FX FIREDETAIL EXTINGUISHER INS FIN rc1 lc2 ROOF CLADDING - TYPE 1 - DULUX sc1"UNFORGETTA METAL A TEXTURE PAINT FINISH D1 SECTION DETAIL D3 SECTION DETAIL upper floor typicaldetail floor and wall junction FB BLANKET KIT vil1 mc1 VILLABOARD LINING - TYPE 1 AND METAL ANGL RENDER ON NASAHI PANEL typical floor and wall junction typical floorground andFIRE wall junction (sliding/ floor and wall junction detail balcony/ SFL 23.900typical 4 RO upper ground typical floor and wall junction upper ground floorconcrete typicalslab, floor and wall junction detail (sliding/window door) - balcony/terrace reinforced refer f/a FROM ABOVE terrace levelusc1 2 UNDERSIDE OF CONC. SLAB - 1 WITH MAXIMUM hard waste detail room (full height window) - balcony/terrace FR detail - balcony/ to struct. terrace eng.'s dwgs FLO detail (full height window) - balcony/terrace window door) -BOLLARD balcony/terrace terrace 1:20 bol.1 sc2 EXISTIN PLANTER BOX TYPES allow for 1:100 600 x 600mm 1:20slab fall scale 1:20 til1 EXTERNAL RO stormwater "class scale 1:20 @ A1 FENCE FREE FINISHES STANDING PLANTER BOX 1000(W)x400(D) TYPE rom FFL 24,020 stepto1:20 @ A1 scale scale 1:20 1@FLOOR A1 pit stn a" pit. refer to civil CP-1 CAPPING TYPE 1 pav1TYPE EXTERNAL PAVING - TYPE 1 DR sc31500(W)x400(D) COLORB 2 FREE STANDING PLANTER BOX minimum SFL 24,000 dwgs car CP-2 CAPPING TYPE 2 pav2TYPE EXTERNAL PAVING - TYPE 2 INS ft1 2000(W)x400(D) TIMBER 3 FREE STANDING PLANTER BOX tim COL.1 REINFORCED CONCRETE COLUMN REFER STRUCTURAL DRAWINGS CE WALL / FACADE FINISHES pbd COL.2 STEEL COLUMN REFER TO STRUCTURAL DRAWINGS wall type WT03 72 600 CO tr1 TEXTURE RENDER FINISH - DULUX "UNFORGETTAB COL.3 TIMBER COLUMN REFER TO STRUCTURAL DRAWINGS MR CL 690 3mm colorbond tr2 TEXTURE RENDER FINISH - DULUX "NAMADJI" MJ MOVEMENT JOINT REFER TO STRUCTURAL DRAWINGS 164 lc1 COMPRESSED G aluminium sheet cladding 17 CJ CONSTRUCTION JOINT REFER TO STRUCTURAL DRAWINGS SHEET CLADDING WITH VERTICAL CE 020 FLO 20 on tophats/ furring "WOODLAND GREY" :100 DJ DOWELLED CONSTRUCTION JOINT REFER TO STRUCTURAL DRAWINGS chanmels, installed to TEXTURE PAINT FINISH - DULUX "UNFORGETTABLE wall typeKJ WT03 FLO KEY CONSTRUCTION CUT REFER TO lc2 STRUCTURAL DRAWINGS INTERNAL FINISHES manufacturer's details building edge

9,445

b

building edge

00

12,170

building edge

e

1,600

218°17'24" 42.0

30

70

100

100

74

f

0

12,170

2,090

1,600

g

fw

600

100

8,054 9,479

100

100

00

9,445

e

360

1:1

fw

2,920 1,355

100 1,226

18

18

100

f

h

min. 20 refer to Nasahi details

302

9,445

fw

100

629

6m

2,994

2,808

74

f

o/

3,205

building edge

3,939 fw

1:1

00

d

100

100

18

31,127

f

1:1

5,669

00

1:1

31,127

100

25

e

1,600

100

100

18

2,920

LEGEND

c

fw

d

6,809

1,350

b

11,152

6m

a

218°17'24" 42.0

c

d

b

5 11,152

building edge

b

1,350

100

40mm to 100mm

10,437

3,205 520 5,695

488

LEGEND

3,205

100

3,337

1,350

1,200

1,537 488

1:100

fw

a

step

100 3,437

a c

9,445

building edge

200

5

5

5,669

2,004

488

863

1,388 fw 1:100

5,820

fw

79

1,413 1,413 430 9,120 1,200

d

9,120 600 1,200

1,203

GLEN IRIS APART MEN TS

T h a n k

y o u

f o r

y o u r

t i m e

Contact me

mariacamaacho@gmail.com +61 434402301

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