20738

AA

Garage Setdown

Wet area setdown

3N12 crack control bar

3N12 crack control bar

Fill Cut

Fill Section Area approx. 6,887,340 mm²

Scale

Date

As indicated

Dwawing Title

Notes

PROJECT

STUDENTDwg. No.

STUDENT SIGNATURE

1. All dimensions are in millimetres.

2. All dimensions are to be checked on site.

3. Any discrepancy between the architectural drawing and other drawings relevant for construction should be notified before commencement.

Dr. Jie Li and Dr. Saman De Silva

Drawn

checked

Viet Khoa Nguyen - 3383205

Viet Khoa Nguyen (Kevin)

Honours student in

a double degree of

civil engineering and

business management

Cut Section Area approx. 8,331,305 mm²

Cut toe for drainage

Natural surface (8% slope towards fence)

Required surface

September,

2015 S01

B B

SECTION A-A

SCALE 1:100

2

FOUNDATION PLAN VIEW

SCALE 1:100

1SECTION B-B

SCALE 1:35

3

BRICK VENEER

Formed Void

3N12

for edge beam reinforcement

1N12

for internal beam reinforcement

SL82 Mesh slab for dwelling length > 20 m

150

160

310

300 747

110

3815

298

250

Cut Volume approx. 149,080,371,670 mm²

Fill Volume approx. 123,242,061,960 mm²