Adora Development

General Notes: These drawings are to be used in conjunction with the engineers drawings and specification. Any discrepancies are to be referred to the architect or engineer in writing. All dimensions are to be checked on site by the builder before ordering an set-sized units. dimensions shall not be scaled from drawings. All work is carried out in accordance with the requirements of The Principal Certifying Authority and BCA 2006. All work shall be carried out in a tradesman like manner fulfilling the general requirements of the Building Code of Australia (BCA), Australian Standards and local government regulations. Erosion & sediment control measures to be in place prior to excavation or construction work

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Removal of all asbestos materials must be carried out by licensed contractors.

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Termite-protection for all posts, stumps, underside of slab & edges to be chlorpiryfos poison (part a & b) in accordance with as 3660.1/2000. Also refer to BCA Vol 2. Part 3.1.3.

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Builder shall make good all disturbed areas adjacent to the works on Council's road. Footpath are to be restored to the satisfaction of the principal certifying authority & local authority (also refer DA conditions).

During construction the stability of the structure shall be the builders responsibility.

HABITABLE ROOM

All concrete footings, floor slabs, & columns to structural engineer's details and specifications. All stormwater requirements, external RL and driveway levels to hydraulic\ engineer's details and specifications. All landscape areas, existing trees, driveway, drying yard and fencing to landscape architect's details and specifications. All balustrades to terraces, balconies and stairs to comply with BCA. Vol1, D2.16 & D2.17. All wet areas to have screed to fall to floor wastes. Unless the door in a sanitary room swings out or slide, where distance between the path of door swing and toilet suit is less than 1.2m, the door must be installed with removable hinges.

A-00A

Adora Development, EARLWOOD

MIXED USE DEVELOPMENT

This drawing is copyright and remains the property of Design Delta Architects. Reproduction is not allowed, real or virtual, without the written consent of the author.

All materials and form of construction to be comply with BCA Vol 1, B1.3 requirement.

Class 2: residential

Construction Notes:

FRL requirement

Acoustic airborne

Acoustic Impact

materials and note

Loadbearing parts (less than 1.5m) Loadbearing parts (1.5 to less than 3m) Loadbearing parts (more than 3m)

90/90/90 90/60/60 90/60/30

n/a

n/a

270mm conventional brick cavity construction (2 x 110 brick with 50mm cavity)

Loadbearing parts (less than 1.5m) Loadbearing parts (1.5 to less than 3m) Loadbearing parts (more than 3m) External Column, not incorporated in an external wall (less than 3 m) External Column, not incorporated in an external wall (more than 3 m)

--/90/90 --/60/60 --/--/-90/--/---/--/--

External Wall

Common Walls and Fire Walls

90/90/90

Loadbearing parts (less than 1.5m) Loadbearing parts (1.5 to less than 3m) Loadbearing parts (more than 3m)

180/180/180 180/180/120 180/120/90

Loadbearing parts (less than 1.5m) Loadbearing parts (1.5 to less than 3m) Loadbearing parts (more than 3m) External Column, not incorporated in an external wall (3m or more)

--/180/180 --/180/120 --/--/-180/--/--

External Column, not incorporated in an external wall (3m or more)

--/--/--

External Wall

n/a

External face to be render finishes. wall to be for discontinuous construction - 190mm concrete block discontinuous core filled + 20mm + 110mm brick + 13mm render 230mm brick work + 13mm cement render on both sides.

Common Walls and Fire Walls 230mm brick work + 13mm cement render on both sides.

Rw+Ctr =>50 Rw+Ctr =>50 wall to be discontinuous

190mm concrete block cored filled + 20mm cavity + 110 brick + 13mm cement render on both sides.

Internal walls Fire-resisting lift and stair shafts 180/120/120 --/120/120

loadbearing non-loadbearing Bounding public corridors, public lobbies

180/--/---/--/--

loadbearing non-loadbearing

Pipe, ventilating and services shafts loadbearing non-loadbearing the adjacent room is a habitable room (other than a kitchen) (BCA F5.6 (a) (i)) the adjacent room is a kitchen or non-habitable room (BCA F5.6 (a) (ii)) openings in services shafts (BCA V1 C3.12)

90/90/90 --/90/90

Openings in floors for services (BCA V1 c3.11)

to match floor requirement

other loadbearing internal walls, beams truss, column

90/--/--

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110mm brick work + 13mm cement render on external face

Between or bounding SOU

230mm brick work + 13mm cement render on both sides.

loadbearing non-loadbearing

180/--/---/--/--

refer above Pipe, ventilating and services shafts 180/120/120 --/120/120

loadbearing non-loadbearing

Openings or Access Panel to service shaft (BCA V1 c3.13)

Floors

180/180/180

other loadbearing internal walls, beams truss, column

180/--/--

non-combustible access panel & frame system to have FRL not less than --/60/30 200mm thick concrete slab (to engs details) with timber floor boards. 13 mm plasterboard fixed to furring channels to underside of concrete slab.

200mm thick concrete slab (to engs details) with timber floor boards. 13 mm plasterboard fixed to furring channels to underside of concrete slab.

A-00B

Adora Development, EARLWOOD

MIXED USE DEVELOPMENT

This drawing is copyright and remains the property of Design Delta Architects. Reproduction is not allowed, real or virtual, without the written consent of the author.

metal roof on steel / timber truss with insulation and sound proof plasterboard ceiling.

90/60/30

Ln,w+CI <= 62

Roofs

Rw+Ctr =>50

90/90/90

Floors (BCA c3.12 (a), (b) & (c), F5.4 (a) (i) & (ii))

External face to be render finishes. infill wall - 110mm conventional brick construction

Rw+Ctr =>25 to match adjoining wall which has a FRL requirement

all service room, plantroom, elec. room & other bounding wall 270mm conventional brick cavity construction (2 x 110 brick with 50mm cavity) to engineer's spec. to achieve FRL.

Rw+Ctr =>50

180/180/180

when wall separating a bathroom, sanitary compartment, laundry or kitchen in one sole-occupancy unit from a hhabitable room (other than a kitchen) in an adjoining unit (BCA F5.5 (a) (iii) (a))

not required

concrete columns to engineers details

90/90/90 --/60/60

Rw =>50 Rw =>50

External face to be render finishes. Engineer to certify FRL when wall over 2.7m.

Rw =>50 Rw =>50 Rw =>50

190mm concrete block cored filled to be confirmed with engineer.

270mm conventional brick cavity construction (2 x 110 brick with 50mm cavity)

n/a

materials and note

90/90/90 --/60/60

FRL

concrete columns to engineers details

Bounding public corridors, public lobbies loadbearing non-loadbearing Between or Bounding sole-occupancy units loadbearing non-loadbearing

Class 6: Cafe and retail

Building Elements BCA Class

90/90/90 --/90/90

Table of construction material (also refer BCA SPEC. C1.1: FireResisting Construction)

External face to be render finishes.

Internal walls Fire-resisting lift and stair shafts loadbearing non-loadbearing when bounding between lift shaft & sole -occupancy units (BCA F5.5 (a) (iii) (b))

BCA classification: Class 2: For residential levels, 2 storeys Construction Type: Type A Construction. Class 6: For retail and cafe levels, 1 storeys Construction Type: Type C Construction.

Building Elements BCA Class

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METAL TRIM DECK ROOF

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ALUMINUM POWERCOATED VERTICAL BALUSTRADE

RAINWATER HEAD

1

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+

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"

ALC

BASIX REQUIREMENTS Thermal loads

Area adjusted heating load (in mJ/sqm/yr) 38 27 36 41

- Lift to be gearless traction with V V V F motor

BOUNDARY LINE

1 2 3 4

- All hot water units to dwellings to be gas instantaneous (3 star)

Area adjusted cooling load (in mJ/sqm/yr) 29 32 27 23

TRIMDECK METAL ROOF SHEETS WITH R0.5 INSULATION UNDER SHEETS AND R5.0 TO CEILING

FRAMELESS GLASS BALUSTRADE BEYOND

BOUNDARY LINE

Unit no.

CONCRETE SLAB TO ENGINEERS DETAILS PLASTERBOARD CEILING

Storage

storage

3000

2660

PAINT FINISH RENDERED WALL BEYOND

CEILING HEIGHT

FFL 14.415 No. 8 ROOF DECK

SSL 14.365

No. 10 SECOND FLOOR SSL 12.790

RENDERED SINGLE BRICKWORK

No. 8 SECOND LEVEL SPLIT

BATH

No. 8 SECOND FLOOR

RENDERED DOUBLE BRICK CAVITY WALL

BEDROOM

SSL 11.365

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600

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NO. 8 SECOND LEVEL SPLIT

FFL 8.405

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RESIDENTIAL LOBBY GARBAGE ROOM

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PLANT ROOM

PARKING BEYOND CONCRETE COLUMN TO ENGINEERS DETAILS

No. 10 LOWER GROUND FLOOR

RETAINING WALL TO ENGINEER'S DETAILS

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LIFT SHAFT

CAFE AWNING BEYOND

FOOTPATH

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FFL 11.730

FFL 11.405

COLORBOND BOX GUTTER DRAINING TOWARDS CAFE AWNING

CORE FILLED CONCRETE BLOCK LIFT SHAFT

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POWDERCOATED ALUMINUM PRIVACY SCREEN

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STEEL AWNING LINED WITH ALUCOBOND

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BEDROOM 2

DOUBLE BRICK CAVITY WALL

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FFL 11.730

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TIMBER FLOORING ON SLAB 5째 BRICK SILL ALL ALL WINDOWS

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NO. 8 SECOND LEVEL SPLIT SSL

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REINFORCED CONCRETE RAMP ON GROUND TO ENGINEERS DETAILS

GARBAGE ROLLER DOOR

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3500 MIN. HEIGHT CLEARANCE

TILED FINISH TO BALCONY

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COLORBOND TRIMDECK METAL ROOF SHEETS WITH R0.5 INSULATION UNDER SHEETS

R5.0 TO CEILING PLASTERBOARD CEILING TIMBER FRAMED ROOF PREFINISHED METAL GUTTER

No. 10 CEILING HEIGHT

BEDROOM 2 U-04 FFL 12.830

FPL 12.754

ALUMINUM VERTICAL LOURVES CLEAR ANODIZED ALUMINUM FRAMED DOORS

FPL 12.754

No. 10 SECOND FLOOR

KITCHEN U-04

STUDY U-04

FFL 9.830

GLASS BALUSTRADE

FPL 9.754

No. 10 FIRST FLOOR SSL

9.790

REINFORCED CONCRETE BEAM TO ENGINEERS DETAILS CAR STAKER TO MANUFACTURE DETAILS

RETAIL R-02

existing ground

existing ground

1950

SSL 5.368

No. 10 LOWER GROUND FLOOR SSL

RETAINING WALL ON BOUNDARY TO ENGINEERS DETAILS

5.368

CAR STAKERS PIT

REMOVE EXISTING FLOOR AND MAKE READY FOR NEW REINFORCED CONCRETE FLOOR TO ENGINEERS DETAIL.

1835

1325

1500

510

driveway level

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aprox. location of existing sewer pipe

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REINFORCED CONCRETE FOOTING TO STRUCTURAL ENGINEERS DETAILS

6645

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CEILING HEIGHT

SSL 12.790

MAIN BEDROOM U-04

BALCONY

BALCONY

2620

EXISTING FRONT FASCADE TO REMAIN AND STABILISED TO ENGINEERS DETAILS

CEILING HEIGHT

SSL 15.490

BASIX REQUIREMENTS Thermal loads

Unit no. 1 2 3 4

Area adjusted heating load (in mJ/sqm/yr) 38 27 36 41

- All hot water units to dwellings to be gas instantaneous (3 star)

Area adjusted cooling load (in mJ/sqm/yr) 29 32 27 23

- Lift to be gearless traction with V V V F motor

A A-24

COLORBOND TRIMDECK METAL ROOF SHEETS WITH R0.5 INSULATION UNDER SHEETS

COLORBOND TRIMDECK METAL ROOF SHEETS WITH R0.5 INSULATION UNDER SHEETS

R5.0 TO CEILING

. B A-25

INDUSTRIAL EXHAUST OUTLET

C A-26

PREFINISHED METAL BOX GUTTER RENDERED CAVITY BRICKWORK WITH PREFINISHED METAL CAPPING

STEEL FRAMED AWNING LINED WITH ALUCOBOND

No. 10 PARAPET

1000

ROOF DECK SPLIT 2700

DINING - KITCHEN U-01

385

STEEL FRAMED AWNING

DINING U-02

FFL 9.830

No. 10 SECOND FLOOR

SSL 11.690

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FFL 8.730

FFL 8.405

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SSL 14.365

No. 8 SECOND LEVEL SPLIT

LIVING - DINING U-04

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No. 8 ROOF DECK

SSL 12.790

FFL 11.730

RENDERED 230mm BRICKWORK. PAINT FINISH

Balcony

FFL 12.830

FFL 11.405

FPL 11.329

CONCRETE UPTURN TO ENGINEERS DETAIL CLEAR ANODIZED ALUMINUM FRAMED SKYLIGHT IN AWNING STRUCTURE

MASTER BED U-04

LIVING U-05

storage

BED 2 U-03

1000

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FRAMELESS GLASS BALUSTRADE

325

ROOF DECK

FPL 14.415

CLEAR ANODIZED ALUMINUM FRAMED WINDOW

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OUTDOOR DINING

RESIDENTIAL LOBBY

GARBAGE

CAFE DINING R-01

DRIVEWAY

SSL

RETAIL R-02 FFL 5.408

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TIMBER FRAMED DECK

FFL 4.330

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ATTACHED PIERS REINFORCED CONCRETE FOOTING TO ENGINEERS DETAILS

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RETAINING WALL TO ENGINEERS DETAILS

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Concrete footing to engineers details

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EMERGENCY LIGHTING

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B A-25

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SURFACE MOUNTED DOWNLIGHTS THERMAL DETECTION UNIT

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B A-25

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Adj. Shelving

Adj. Shelving

Adj. Shelving

Adj. Shelving

Adj. Shelving

Adj. Shelving

Adj. Shelving

Adj. Shelving

Adj. Shelving

Hanging rail

Hanging rail Adj. Shelving

Adj. Shelving

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U-01 Laundry Elevation 02

U-01 Wardrobe & Linen closet Elevation 03

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MIXED USE DEVELOPMENT Q

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Overhead Cupboards

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Kickboard ng Bench overha

Ceasarstone Benchtop down fold to floor

Polyurethane to front face of Bench

02 A-51

U-02 kitchen Elevation 02 1 : 50

03 A-51

U-02 kitchen Elevation 03

04 A-51

1 : 50

U-02 kitchen Elevation 04 1 : 50

Floor Plan - U-02 Kitchen

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