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
3098 (A)
1225 (B)
1632 (C)
1425 (D)
Big gum tree
1100
1487
450
Small gum tree
5170 3398
4720
Big gum tree
Grass lawn
7380
N
DECK PLAN Scale: 1:50
Big brush box tree
PARTIAL SITE PLAN
N
Scale: 1:100
2150
2150
2750
593
372 221 1456
1300
C L
C L
1456
1456
C L
7380
C L
1300
C L
Scale: 1:50
Ground Line
2400
C L
2350
C WESTERN ELEVATION (2) L
SOUTHERN ELEVATION (1) Construction as Alchemy ARCH10002
150
C L
2350
C L
C L C L
Scale: 1:50
2018 Semester 2
Studio Leader: Martin Fowler Studio: 19
Name: Lloyd Hsieh Student Number: 996484
Part 1B : Relaxation Deck
B2
Sufficient distance of clearance to the underside of bearers to allow ventilation
450
450
Ant cap
Trimmer joist to protect the end grains
120
6
260 200
Ground Line
CL
1035
Hanger nailed to the joist
CL
258
CL
Accidentally picked the wrong pad footing in rhino (meant to be 400x400mm, not 500x500mm, so footing not to scale in the drawing)
400 1300
2350
CL
CL
SECTION A SHOWING EDGE
2018 Semester 2
CL
CL
SECTION B SHOWING EDGE
Scale: 1:20
Construction as Alchemy ARCH10002
CL
1456
Scale: 1:20
Studio Leader: Martin Fowler Studio: 19
Name: Lloyd Hsieh Student Number: 996484
Part 1B : Relaxation Deck
B3
6mm gaps between decking boards
Stairs (concrete steps) to acess the deck
35 x 120 F14 decking boards: Long full length boards (max. 6m) trimmed down to the required sizes - efficient and no issue of buckling when members expand Edge treatment to cover the ends of decking broads
Brick wall facing the north direction in front of the deck - provides shade for a section of the deck surface Concrete stumps 100 x 100 x 500mm
Concrete pad footings 400 x 400 x 200mm
3D HERO VIEW
Construction as Alchemy ARCH10002
2018 Semester 2
Studio Leader: Martin Fowler Studio: 19
Name: Lloyd Hsieh Student Number: 996484
Part 1B : Relaxation Deck
B4
150 x 50 F14 unseasoned hardwood single span joist
Continuous span joist Continuous span joists (length: 5.818m, under the 6m requirement)
Single span joist
PERSPECTIVE 1
Hangers around all four sides
PERSPECTIVE 2
2/175 x 50 F14 unseasoned hardwood continuous span bearer
Two engaged brick piers that are extended from the brick wall to support the bearers
PERSPECTIVE 3 Construction as Alchemy ARCH10002
PERSPECTIVE 4 2018 Semester 2
Studio Leader: Martin Fowler Studio: 19
Name: Lloyd Hsieh Student Number: 996484
Part 1B : Relaxation Deck
B5