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