CasA 1B Lloyd Hsieh

Page 1

1550

260 260 260

35 x 120

F14 Decking board

N/A

JOISTS

150 x 50

F14 Un450 seasoned hardwood

5940

CL A

1

single span: 1300 maximum cantilever: 325

use continuous span where possible Ref. Table: 6

maximum cantilever: 450 2/175 x 50 F14 Un1300 for seasoned joists that hardwood are single span

section

B

single span: 2900 maximum cantilever: 725

1800 for joists that are contin- continuous uous span span: 2900

Floor Load Width [FLW]: 2400 (first row of the table) Ref. Table: 7

maximum cantilever: 725

100 elev

gap between boards (mm): 6

continuous span: 1800

BEARERS

section

450

Ref. Table: 4 (Light pedestrian traffic. Max point live load of 4.5kN)

CL

CL

B

MEMBER SCHEDULE DECKING

2400

section

960

1300

450 450 450 450 450 450 450 450 450 450 450

2350

2

CL

elev

1456

CL

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

2350

CL

1100

CL

MAX. ALLOWABLE SPAN (mm)

1456

CL

MAX. ALLOWABLE SPACING (mm)

1456

CL

1398

[e.g. F7 unseasoned Cypress]

1300

CL

2935

CL

MATERIAL (stress grade + timber type)

2905

CL

240

CL

CL

157

CL

2150

8400

HEIGHT (mm) x WIDTH (mm)

A

OTHER INFORMATION + REFERENCE TABLE

section

STUMPS

cross section: 100 x 100

400

Concrete

2900

N/A

Concrete

Tributary area: 10m2

Ref. Table: AS2870-2011 pg. 37

height: 500

PAD FOOTINGS

N Scale: 1:50

2018 Semester 2

Studio Leader: Martin Fowler Studio: 19

Name: Lloyd Hsieh Student Number: 996484

Ref. Table: AS2870-2011 pg. 80

depth: 200

DECK AREA CALCULATIONS: 34.61m2 *Refer to Deck Plan 1:50 on B2 A) 3.098 x 5.170 = 16.02 (4sf) B) 1.225 x 4.720 = 5.782 (4sf) C) 1.632 x 4.885 = 7.972 (4sf) D) 1.425 x 3.398 = 4.842 (4sf)

BEARER AND JOIST LAYOUT PLAN

Construction as Alchemy ARCH10002

cross section: 400 x 400

Total Area = 34.61m2

Part 1B : Relaxation Deck

B1


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