Page 1

1450

1450

1450

CL

CL

MEMBER SCHEDULE DECKING

1450

8120 540

F14

N/A

450

450 4770

450 450 475 450 450

1800 1360

450 450 450 450 450

450 450 450 450 450

JOISTS

150 x 50

F14

1920

1680

CL

540

CL

CL

BEARER AND JOIST LAYOUT PLAN

2

BEARERS

2/175 x 75

F14

Construction as Alchemy ARCH10002

1800

single span: 3300 maximum cantilever: 825

section

B

continuous span:3400

Floor Load Width [FLW]: 2400 Ref. Table: TABLE 7 DECK BEARERS - UNSEASONED TIMBER

maximum cantilever: 850 cross section: 100 x 100

concrete

3400

N/A

Stump height above ground is 260 mm. Ref. Table: AS1684

DECK AREA CALCULATIONS:

elev

1

Scale: 1:50

Ref. Table: TABLE 6 DECK JOISTS UNSEASONED

CL

4120

2005

Joists selected to supprt 4.5kN point live load.

maximum cantilever: 540

elev

joist cantilever

N

1995

1350

540

single span: 1300

continuous span:1800

height: 500

230

450

maximum cantilever: 390

STUMPS

bearer cantilever: 100

gap between boards (mm): 5 Ref. Table: TABLE 4 ALLOWABLE DECKING BOARD SPANS

joist spacing

4180 450 450 450 450

2990

35 x 120

joist cantilever

375

1780

MAX. ALLOWABLE SPAN (mm)

CL

MAX. ALLOWABLE SPACING (mm)

1450

CL

MATERIAL (stress grade + timber type)

CL

CL CL CL CL CL CL CL CL CL CL CL CL

CL

HEIGHT (mm) x WIDTH (mm)

bearer spacing

[e.g. F7 unseasoned Cypress]

A

OTHER INFORMATION + REFERENCE TABLE

section

area 01: 4.18 x 1.995=8.3391 area 02: 2.99 x 2.005=5.99495 area 03: 4.77 x 4.12= 19.6524

area 01 + area 02 + area 03 = 8.3391 + 5.99495 + 19.6524 = 33.98645

2018 Semester 1

Studio Leader: Stacie Ng Studio: 17

Name: Yan He Student Number: 980426

Part 1B : Relaxation Deck

B1


The gap between wall and deck which is 90mm.

8120

1995

4120

90

1780

1190

4770

4180

2990

2005

1190

1995

230

230

1680

1920

1020

1350

1920

2005

4120

1680

4120

1750

DECK PLAN

PARTIAL SITE PLAN

Scale: 1:50

Scale: 1:100

CLEARANCE TO THE UNDERSIDE OF BEARERS IS AT LEAST 150MM

340 340 340

ELEVATION 1 Scale: 1:50

Construction as Alchemy ARCH10002

1360

CL 2018 Semester 1

1800

CL Studio Leader: Stacie Ng Studio: 17

Ground Line Ground Line

CL

Spacing of stumps

175

240 150 35

600

Ground Line

240 175 185

200 200 200

2140

2140

2140

OVERALL PLATFORM IS 600MM HIGH (SEATING HEIGHT)

The height of each step

ELEVATION 2 Scale: 1:50

Name: Yan He Student Number: 980426

Part 1B : Relaxation Deck

B2


joist spacing

200 260 240 175

Ground Line

35 Ground Line

500 340

340

340

1750

500

500 1450

1360

150

1350

450

200 260 240 175

450

150

450

35

450

Length of stairs

1450

540

Spacing of stumps joist cantilever

Staircase widths

bearer spacing

SECTION 1 SHOWING EDGE

SECTION 2 SHOWING EDGE

Scale: 1:20

Construction as Alchemy ARCH10002

Scale: 1:20

2018 Semester 1

Studio Leader: Stacie Ng Studio: 17

Name: Yan He Student Number: 980426

Part 1B : Relaxation Deck

B3


joist spacing: 450mm timber deck cantilever: 220mm 230mm thick brick wall bearer spacing: 1450mm

400x400x200H reinforced concrete pad footing 2/175x75 F14 unseasoned timber bearer stumps extend 260mm below ground

150x50 F14 unseasoned timber joist

3D HERO VIEW

Construction as Alchemy ARCH10002

2018 Semester 1

Studio Leader: Stacie Ng Studio: 17

Name: Yan He Student Number: 980426

Part 1B : Relaxation Deck

B4


150x50 F14 unseasoned timber joist

350H x120 F14 unseasoned timber deck

230mm thick brick wall

2/175x75 F14 unseasoned timber bearer 400x400x200H reinforced concrete pad footing

PERSPECTIVE 1

PERSPECTIVE 2 100x100x500H concrete stump

joist cantilever: 540mm

The first step: 200H x 340 W x 1350L concrete step

1020x1350x90H concrete step footing

The second step: 400H x 340W x 1350L concrete step The third step: 600H x 340W x 1350L concrete step

PERSPECTIVE 3 Construction as Alchemy ARCH10002

2018 Semester 1

Studio Leader: Stacie Ng Studio: 17

400x400x200depth reinforxed concrete pad footing

PERSPECTIVE 4 Name: Yan He Student Number: 980426

1020x1350x90H concrete step footing

Part 1B : Relaxation Deck

B5

ARCH10002 CasA Task 1B deck  
ARCH10002 CasA Task 1B deck  
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