P o r t f o l i o Professional work María Camacho
CONTENTS 03
Ladera House
06
Upper House
08
Lopez House
10
Clapham St Dwelling
15
Beach Rd Mixed-Use Development
19
Glen Iris Apartments
Professional / 2022
Professional / 2022
Professional / 2022
Professional / 2023
Professional / 2023
Professional / 2023
2
LADERA HOME Social housing / Artisan workshop | 159m2 | Tungurahua, Ecuador | 2022 Role: Junior Architect and Interior Designer | Revit - Sketch Design Phase - Town Planning Documentation - Interior Design - Rendering - Lumion - Sketch-up 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
0.5
0.5
B-B´ 1
-0.38
3
FFL 2.70 3
5.40
2.75
2.70
FFL 0.36
-1.84
-2.60
Ingreso Peatonal
0.16 Ingreso vehicular
1.71
24.84
skylights
304 7
1.45
3.47
-0.18
ESTACIONAMIENTO -0.54
B
Área Verde
0.15 2.87 0.3
1.01
-2.31
3.9
A
3.9
3.3
COMEDOR
SALA
5.2
0.00
5.55
INGRESO
PATIO
DORMITORIO M
3.3
0.72
3.3
3.6
15.9
8.4
0.15
0.3
1.3
2.5
0.60.15
1.85
1.85
S
1.3
1.3
B'
0.3
1
2
4
6
R
5
2.9
3.2
2.6
COCINA
3
15 14 13 12 11
7
9
2.4
0.15
10
0.36
0.36
ESTUDIO
0.15
3.15
DORMITORIO 1
8.4
0.15
4.5
DORMITORIO 2
0.150.6
0.15
B
10.54
Área Verde 184.68m2
0.15
0.15
0.15
0.3
0.3
13.5
C
0.15
0.15
A-A´ 2
Proyección de ducto de Ventilación
8
A-A´ 2
C
0.15
0.15
0.15
0.15
B
1.2
B
26.6
A
2.85
2.7
0.13 11.7 1 0.9 2.8 8.3
0.28 0.28 1.2 3.6
0.45
2 0.75 2.3 0.35 0.15 0.55 2.5 0.15 1.2
9.95 7.2
0.15 0.15 0.15
0.15
1
1.55
PASILLO
0.15
10.8 0.15
0.15 0.15 2.85 0.15 2.85 0.15 1.2 0.3 0.15 1.05 1.2 0.3 1.2
0.15 6.6 0.15
2.7
PASILLO
0.15 1.75 0.15
1
0.15
0.15
2
2.1
workshop 4
0.15 0.6
4
1.2
FFL 0.00
0.15
kitchen
2.7
terrace
0.15
study room 4.5
2.7
3.95 2.75 3 4.5
FFL 5.40 5
0.15
4.2 3.9
-2.03
26.6
Planta Baja
6
4.2
Nivel Tapagrada
2.7
2.7
7 2
FFL 5.90 FFL 5.02
FFL 4.12 skylights
stairs
Planta Alta
corridor bathroom
2
FFL 0.72
1
1
0.00
existing groundline
secton a-a 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
7
6
Proyección de ducto de Ventilación
5
4
3
2
1
B-B´ 1
5
a Cubierta Illuminaria UPP ER HOUSE
Planta Alta 1 Illuminaria
1
1 : 100
Housing | 190m2 | Tungurahua, Ecuador | 2022
Tira LED decorativa
Role: Junior Architect and Interior Designer | Revit Task - Interior Design Detailing - Parametric modeling for furniture
D20 D21
AITMA Arquitectos Task: Develop interior design detailing in accordance with client brief and design standards. This included: Living areas, sleeping areas, wet areas and recreational areas
PATIO
D8
D16
D6
D19
D5 DORMITORIO 2
D23
COMEDOR
L
D2
ESTUDIO
D4 V.M
D3
SALA
Prof. 35
D17
D9
D1
COCINA
S
D7
ALACENA
DORMITORIO 3
D18
D12
DORMITORIO 1 MASTER
D11
D10
D13
1
D1 - PA1 - Mueble Sala WALKING CLOSET
D15
BAÑO M
1 : 20
D14
Ground floor plan - interior details scale 1:20 ANTESALA @ A1
Tira LED decorativa
Tira LED decorativa
Detalles - Planta Alta 1
5
1 : 100
Prof. 35
Tira LED decorativa
Prof. 45
Prof. 60
study room detail - elevation 3
study room detail - elevation 4
scale 1:20 @ A1
scale 1:20 @ A1
3
D3 - PA1 - Mueble Estudio 1 : 20
6
D4 - PA1 - Escritorio Estudio 4 1 : 20
Perfil + Tira LED decorativa
Prof. Mueble Alto 60
Prof. Mueble Alto 60
Prof. Mueble Alto 35
Prof. Mueble Alto 70
Perfil + Tira LED decorativa
8
45
1
70
Prof. Mueble Alto 60
60
1
60
1
45
40
30
81
32
Tira LED decorativa
32
100
100
Prof. Mueble Alto
105
100
4 17
57
60
50
45 10
45
10
34
35
90
2
41
50
17
90
Prof. 35
60 3 4
Prof. Mueble Bajo 60
Prof. 60
Mueble Bajo Prof. 60
73
210
45
60
60
70
Prof. Mueble Bajo 70
Mueble Alto Prof. 35
60
Prof. Mueble Alto 35
10
2
42
Prof. Mueble Bajo 70
2
kitchen detail - elevation 5 scale 1:20 @ A1
PA1 - Mueble Escalera studio D7 - PA1 - Cocina D5 - D8 PA1 -- Cocina 2 5 1 1 : 20 1 : 20 1 : 20
Tira LED decorativa
Perfil + Tira LED decorativa
Prof. 60
Prof. 35
Prof. 60
bedroom detail - elevation 10
robe detail - elevation 12
scale 1:20 @ A1
D11 - D10 PA1 -- PA1 Closet - Dorm. Máster 4 1 : 20 1 : 20
Prof. 40
Prof. 35
Prof. 40
TV
Espejo
Perfil + Tira LED decorativa
1 : 20
D6 - PA1 - Co
6
7
scale 1:20 @ A1 D12 - PA1D11 - Closet - PA1 - Clos 6 1 : 20 5 1 : 20
LOPEZ
HOUSE
High end residential | 285m2 | Tungurahua, Ecuador | 2022 Role: Junior Architect and Interior Designer | ArchiCAD - Sketch Design Phase - Town Planning Documentation - Interior Design and Tendering Documentation PEBO Estudio Arquitectónico Task Propose a single family house in accordance with client brief, site condition and design standards. This included: Sketch Design, Interior Design, exterior material selection and rendering supervision. 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 PLANTA ARQUITECTÓNICA 1:100 were reinforced concrete slabs, brick walls, and elements of the site such as stone and local timber . B 0,000x0,000 0,900 Ant
0,500x1,650 0,210x1,650 0,400 Ant 0,400 Ant
3,100x2,000 0,400 Ant
3,400x2,000 0,400 Ant
DESPENSA
0,750 2,100
BAÑO
COCINA
0,000x0,000 0,900 Ant
CLOSET
south
A
BAÑO SOCIAL
DORMITORIO 2
DORMITORIO 3
3,600 3,570
0,750 2,100
0,900 2,100
0,900 2,100
DORMITORIO 1
0,900 2,100
0,800 2,100
A
3,396x2,000 0,400 Ant
BAÑO SHARE
SALA TV
0,596x2,770 0,000 Ant
2,200x2,770 0,000 Ant
0,600x2,770 0,000 Ant
1,901x2,770 0,000 Ant
COMEDOR
0,900 2,100
1,500x2,770 0,000 Ant
3,600 3,570
MASTER
3,100x2,600 -0,360 Ant
3,600 2,600
PLANTA BAJA 255m2 PARQUEADERO
B
4,250x3,400 0,370 Ant
2,000 3,370
0,691 2,240 1,110
SALA
0,700 2,240 1,110
N
GSEducationalVersion GSPublisherVersion 0.2.98.100
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.
8
CORTE
1:100 +3.00 Piso 1
N +4.24 46 30
87 2,40
2,77
N +0.36
N 0+00
N +0.18
±0,00 0 Planta Baja
81
30
18
36
N -0.36
±0,00 Planta Baja 0
P
4,50
±0.00 0 Planta Baja
3,57
±0.00 Planta Baja 0
+3,00 Piso 1
30
30
N +0.36
23
20
30
3,20
2,60
N +2.54
83
30 30
N +3.07
+3,00 Piso 1
30
1,63
46
+3.00 Piso 1
N -1.65
Section A
STERIOR
1:100
FACHADA FRONTAL CORTE S17
1:100
20
83
N +2.54
23
+3.00 Piso 1
+3.00 Piso 1 +3,00 Piso 1
30 30
+3.00 Piso 1 +3,00 Piso 1
1,24
83
N +2.54
3,57
30
20
+3,00 Piso 1
30
1,33
50
+6.00 Piso 2
30
2,60 30
±0.00 0 Planta Baja
±0.00 0 Planta B N -0.36 N -1.17
±0,00 Planta Baja 0 N -1.65
81
81
30
0 Planta Baja
Section B
South Elevation
1:100
CORTE
30 87
30
30 2,40
N +0.36
N 0+00 N -0.36
±0,00 Planta Baja 0
36
±0,00 0 Planta Baja
30
30
2,77
30 2,60
23
20
N +2.54
83
30 30
N +3.07
+3,00 Piso 1
3,20
3,57
+3,00 Piso 1
1,63
46
50
N +4.24
81
ublisherVersion 0.3.100.100
N -0.36
±0,00 Planta Baja 0
3,20
3,40
N +0.36
2,60
N +0.36 N -0.36
±0.00 0 Planta ±0,00Baja
N -1.65
The main facade has a cantilever that faces the main street of the residence. (Unreal Engine rendering by other)
For more information: https://www.youtube.com/watch?v=zkZiNd7ZmwY&ab_channel=Peboestudioarquitectonico
9
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
kitchen plan scale 1:20 @ A1
Kitchen - pantry - laundry - plan sc 1:20 @A1
10
700
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
11
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
12
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:
13
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
14
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: Architectural Graduate | ArchiCAD Task - Town Planning Documentation - Contract Documentation - Coordinate consultants - Prepare Tendering Documentation sets. - Detailing Construction Documentation - Exterior Finish, Doors, Hardware Schedules GKA Architects
15
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
16
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
17
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
18
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
19
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
20
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 21 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
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