1300
225
4150
100
CL
260
550
CL
100
35 x 120
900
200
CL
555
90
JOISTS 2300
2300
CL
150 x 50
F14 unseasoned Red Ironbark (Eucalyptus sideroxylon) treated to H3
450
2300
400 x 400 x 200 concrete pad footing.
175 x 75
175 x 75 F14 unseasoned red ironbark bearers treated to H3.
2300
2300
BEARERS
F14 unseasoned Red Ironbark (Eucalyptus sideroxylon) treated to H3
CL 1300
1490
1490
1490
810
cross section: 100 x 100
190
height: 500
8400
OTHER INFORMATION + REFERENCE TABLE
single span: 1300
Max. actual span: 2300
maximum cantilever: 390
Ref. Table: Table 6Queensland Timber Technical Data Sheet
continuous span: 1800
1300 over single span bearer 1800 over continuous span bearer
350
200
225
CL
CL 350 35 425
STUMPS 1300
gap between boards (mm): 0 - decking laid tight
maximum cantilever: 540
100 x 100 x 500 concrete stump.
325
450
Ref. Table: Table 4 Queensland Timber Technical Data Sheet
Pad footing with largest tributary area (2.99m2).
150 x 50 F14 unseasoned red ironbark joists treated to H3. Continuous spacing of 450mm throughout.
MAX. ALLOWABLE SPAN (mm)
MAX. ALLOWABLE SPACING (mm)
[e.g. F7 unseasoned Cypress]
MATERIAL (stress grade + timber type)
N/A
CL
CL
225
CL
Bearer span of 2280mm from stump to engaged pier.
5940
F14 unseasoned Red Ironbark (Eucalyptus sideroxylon) treated to H3
CL
1300
CL
425 105
100 225
CL
555
CL
MEMBER SCHEDULE DECKING
HEIGHT (mm) x WIDTH (mm)
Engaged pier with 5 courses of brick starting from strip footing.
PAD FOOTINGS
cross section: 400 x 400
single span: 2300 maximum cantilever: 690
Max. actual span: 1490
continuous span: 2300
Ref. Table: Table 7 Queensland Timber Technical Data Sheet
maximum cantilever: 690
Standard concrete stump
2300
Concrete
Tributary area: Largest tributary area = 2.99m2
depth: 200
Floor Load Width [FLW]: 2400
N/A
Ref. Table: N/A
EFS of 10m2 Ref. Table: AS 2870 -2011 page 80
DECK AREA CALCULATIONS: Area of A Area of D A = 5.520m x 3.120m From Rhino: cumulative Area = 17.222m2 area = 0.1249m2
D A
Scale: 1:50
2018 Semester 1
C
Area of B B = 2.820m x 4.080m Area = 11.506m2
= 34.079m2
Area of C C = 5.070 x 1.080 Area = 5.476
BEARER AND JOIST LAYOUT PLAN
Construction as Alchemy ARCH10002
B
Total Area A+B+C-D 17.222 + 11.506 + 5.476 - 0.1249
Studio Leader: Evelyn Chin Studio: 11
Name: Je Tan Student Number: 915959
Part 1B : Relaxation Deck
N
B1
B3
B
2 B2
3120
4080
370
710
55
520
70
65
2700
Gap of 20 mm where decking meets wall.
A
600
A B3
70
5
B3
Concrete steps.
70
500
5
2700
2700
2700
5070
5520
5520
5940
Tree diameter = 400 mm.
2250
545
Tree canopy diameter = 2400 mm.
CL
3120
500
2820
35 x 120 F14 unseasoned red ironbark decking treated to H3. Boards laid tight together.
8280
150
5
70
70
5
500
350
Board formed concrete steps.
65
1570
5140
55
1570
8400
1
B
B3
DECK PLAN
PARTIAL SITE PLAN
B2
Scale: 1:50
2140
Ground Line
Ground Line Three 35 x 120 F14 unseasoned red ironbark boards treated to H3 used for edge detailing.
Clearance of 160 mm to underside of bearers.
Edge detailing notched 60 x 100 mm to accomodate engaged pier.
Edge detailing runs continuously around deck.
ELEVATION 2
ELEVATION 1
Scale: 1:50
Scale: 1:50
Construction as Alchemy ARCH10002
Elevation 1 Display Mode Layout to InDesign - Elevations Layout Size: 200 x 80 Scale: 1:50 120 120 125 120 35
125
120
175 175 140
35
2140
Scale: 1:100
2018 Semester 1
Studio Leader: Evelyn Chin Studio: 11
Name: Je Tan Student Number: 915959
Part 1B : Relaxation Deck
N
B2
2140
Ant cap may be installed under discretion of specialist.
600
200
340
170
1060
160
160
175
175
150 35
150 35
Edge detailing sits flush underneath decking.
Compacted backfill for bracing stump. 400 x 400 x 200 concrete pad footing.
Single skin engaged pier. Height of 420 mm from strip footing.
SECTION A-A SHOWING EDGE
2018 Semester 1
Single skin engaged pier. Height of 420 mm from strip footing.
SECTION B-B SHOWING EDGE
Scale: 1:20
Construction as Alchemy ARCH10002
Edge detailing may require additional bracing under discretion of structural engineer.
Scale: 1:20
Studio Leader: Evelyn Chin Studio: 11
Name: Je Tan Student Number: 915959
Part 1B : Relaxation Deck
B3
Design of deck and wall allow for movement through both elements.
Red ironbark decking creates strong contrast with white brick wall.
Step design allows for seating at different heights.
3D HERO VIEW
Construction as Alchemy ARCH10002
2018 Semester 1
Studio Leader: Evelyn Chin Studio: 11
Corner of side boards are chamfered at 45° for flush fit.
Name: Je Tan Student Number: 915959
Steps in rear of deck allow for access from the wall
Hero Display Layout t Layout S
Edge detailing hides structural system. Creates appearance of deck wrapping around sides of platform.
Part 1B : Relaxation Deck
B4
Perspective 1 Display Mode Layout to InDesign - Perspectives Layout Size: 200 x 120 Gap allows for access around wall. Concrete steps have board formed textureas to relate to timber decking.
Additional bearer required close to wall. 950 mm length.
Engaged piers.
PERSPECTIVE 1
PERSPECTIVE 2 Joists are consistenly spaced at 450 mm.
Perspective 3 Display Mode Layout to InDesign - Perspectives Layout Size: 200 x 120
Cantilevered joists help to hide stumps.
Bearers supported by engaged piers.
PERSPECTIVE 3 Construction as Alchemy ARCH10002
PERSPECTIVE 4 2018 Semester 1
Studio Leader: Evelyn Chin Studio: 11
Name: Je Tan Student Number: 915959
Part 1B : Relaxation Deck
B5