MArch I
DESIGN STUDIO C
ATR
DESIGN STUDIO D
SC[R] AT
MArch II
DESIGN STUDIO G
AMPL
DESIGN STUDIO B
DESIGN REPORT
CATALOGUE OF BUILDING COMPONENTS
SECONDARY STRUCTURE: - Lateral bracing 60/280 mm la minated softwood rails.
TERTIARY STRUCTURE:
- 12 mm steel rods fixed to softwood rails
CLADDING
40 mm polycarbonate hollow cellular slab 900 mm wide and full height of building; -FIXING MECHANISM: Smooth-pressed aluminium fixing clip.
.
CIRCULATION
ADAPTIVE POLYCARBONATE ENVELOPE
Utilising the seminary’s existing circulation
Operates as a sheltering & lighting device
PRIMARY STRUCTURE - Glulam frame columns 120/400 mm lam at 5m centres. - Tapered beam, Pin joint connections - 16 nailed connector plate with reinforced openings. - Concrete Pad footings screwed into seminary concrete plinth
UNFOLDED ELEVATION
VARYING FACADE TREATMENT DEPENDENT ON ORIENTATION
ATTRIBUTES
GENERAL CRITERIA 1.1
2.1
3.1
4.1
5.1
6.1
7.1
8.1
9.1
10.1
11.1
1.2
2.2
3.2
4.2
5.2
6.2
7.2
8.2
9.2
10.2
11.2
1.3
2.3
3.3
4.3
5.3
6.3
7.3
8.3
9.3
10.3
11.3
2.1
2.2
2.3
2.4
2.5
2.6
2.7
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