ANNOTATIONS Depth: 0-800mm (Fill) - Crushed Rocked Capped with 30mm Asphalt, [medium dense]
b.
Depth: 800mm to 1900mm (Clay) \-\hich- Oragne Brown Clay, Moist Silty, [Stiff]
c.
Depth: 1900mm to 3000mm (Clay/ Siltstone)--Moist, Silty, Extremely weathered lenses [Stiff]
d.
Depth: 3000mm to 4000mm (Siltstone)-Extremely weathered, Silty and Gravels, Very low rock strength [Extremely Weathered]
e.
Mass concrete with minimum depth of 1m till it reaches the weathered siltstone on all pad footings
f.
50mm minimum thick blinding concrete (compressive strength of 15MPa) as surface levelling below concrete slabs, edge beams
g.
Site Classification M= Moderately reactive clay or silt sites, which may experience moderate ground movement from moisture changes 20 - 40mm
h.
Termite control: All ground areas are treated against termite in accordance with the requirement of AS 3360 using approved mechanical termite shield (Granite-Gard, Termi-Mesh or equal approved). Organo chlorine termicides are not to be used.
5°
a.
FA LL
1. Foundations
b.
Pad footings for universal beam facade(F8): 600mm x 600mm x 600 min deep, with SL81 at the bottom
c.
Pad footing (F3) for precast concrete column (PC9): 2500mm x 2500mm x 600 min deep, with SL81 at the bottom
d.
Bored Piers (BP1)- To be founded in weathered siltstone with a founding depth of 2000mm below finish surface level, with N20 x 2000 Long “L” Bar and 300 cog tied to top slab reinforcement
23a 24i
24f
24e
24j
23g
23e
5°
Pad footings for Concrete column (F6): 1500mm x 1500mm x 600mm min deep, with N12-200 centres bottom both directions
R
a.
2 TE .0 T 42 TRE L. A R E TH
2. Footings
O
c.
150 concrete slab with square mesh S:92 on the top and bottom (30mm concrete cover) with bar chairs sitting on top of 0.3mm polythene membrane on 100mm thick polystyrene layer Compressive strength of concrete slab 32MPA
25b 25a 25c
Edge beam (EB1): 300mm wide by 600mm min deep, with 3 L12 trench mesh Top and Bottom along with N12200 centres “Z Bars” vertical lapped at 400mm, F'c = 15MPa
R R L. O 4 O 1 F .4 LE 0 VE L
b.
24h
EL EV FL
a.
LL FA
O
3. Ground Floor Suspended Concrete Slab
4. Female Toilet floor lining: a. V1A Sheet Vinyl Armstrong 'Contour', 2.0mm thick. Coved 100mm up walls. Colour: Lime_921-037/ Slip rating: R9
5. Circulation: a.
V1B Sheet Vinyl Armstrong 'Contour', 2.0mm thick. Coved 100mm up walls. 2 Colour: Silver_921-051/ Slip rating: R9
b.
Group discussion room floor lining:
c.
C2B: RC&D_(Rugs Carpets by Design) HL 630/MOD 750 RFM52206564_Trails_CarpetTile
21f
21d 24k
24l
6. Pre-cast column a.
400 x 300mm concrete column (CC3): reinforced with 8R24 deformed bars with R12 Ligs at 300 centres with 300mm cogs lapped at 800 with the starter bars at ends cast into F6 and onto IB8
b.
Lig Concrete cover: 40mm
c.
Precast column 9 (PC9): 175mm thick precast panel, N16-300 centres cast in ferrules for floor beam, 300mm cog centres
21a 21c
20c 21a,b
b.
90 x 90 x390 Boral Designer Block (Stretcher bond)
c.
Alucobond Aluminium cladding, 4mm thick panels, Joint thickenss: 10mm “direct stick cladding technique, type 3 edge treatment, Colour: Solid Light Grey 104
d.
USG Powerscape “Fibrerock aquatough” 13mm internal wall lining board with recessed edges (Female toilet)
e.
Gyprock Flexible plasterboard, two layers x 6.5 mm (Curve wall)
f.
CSR Bradford 'Breatherfoil Antiglare' vapour permeable sarking
g.
CSR Bradford 'Gold' wall batts, R2.5 (90mm thick). (Thermal)
b.
90 x 35 MGP 10 timber studs
c.
90 x 35, 2 rows, 3 rows for walls above 2700mm
23b 22c 22a 22b
9a
E
90 x 45 MGP10 timber plates
8b
8c
8. Timber Framing a.
23h
23d
5 T .4 ET 37 TR L. A R HE T
90 x 90 x390 Boral Designer Block blockwork (stack bond)
23f
20e
7. Ground Floor Wall a.
21e
23c
8b
9a
9. Steel Framing (wall) a. b. c. d.
89 x 89 x 6.0 square hollow section- Mild Steel 3 x 13mm Fire rated plasterboard for Column Encasements to steel columns. 12mm thick cast in base plate Treatment: 1. apply one coat red oxide metal primer, 2. One coat Galvanised iron primer to all galvanised surfaces, two coats gloss enamel e. C2: 310 Universal Beam 40 Screening column f. Beam reinforcement to continue through pad footing
9d
10. Ground floor lining
8a
a. V1A Sheet Vinyl Armstrong :”Contour”,2.0 mm thick. Coved 100mm up walls. Colour: Lime 92 037/ Slip Rating (Female toilet) b. C-1B Carpet, Trails, Broad loom, installed using direct stick method. (Theatrette floor lining)
.0 36
a. V1B Sheet Vinyl Armstrong 'Contour', 2.0mm thick. Coved 100mm up walls. 2 Colour: Silver_921-051/ Slip rating R9
Ground Floor Ceiling (Female toilet)
13a
b. Rondo “Key Lock” suspension system screw on
6a
R
FI
5d
15
13b
13. Ground Floor Ceiling, Circulation
14c 14b 14a
IO AT N
ET
20b
5c R
a. Gyprock Supaceil Plasterboard, 10mm. b. Rondo “Key Lock” suspension system screw on
ST
L.
14d
14e
a. WPB- Gyprock Aquacheck Plasterboard, 10mm
R
9a
O L F
N
12.
R
O
0
11. Ground Floor Circulation
O
R
PE
14. Ground Floor Ceiling (Theatrette 1) FL
O
a. Atkar AS26 40/80 slotted panel with integrated acoustic backing. 9mm thick plywood. Concealed fixing with 5mm expantion joints, substrate plywood panels. b. Gyprock Perforated Plasterboard 13mm c. WPB- Gyprock Aquacheck Plasterboard, 10mm d. Rondo “Key Lock” suspension system screw on e. Acoustic Insulation: Blanket 75mm thick, 14kg/m3
7g 9c 7e
10a
18
19a
16b
R
5a 19b
O
10b
6c
30 . 32
19c 9a 9b
R G L. R O U N
D
2a
7d
7b
R FI L. LL 3 2. 00
18. Post tension a. Live end anchorage for post tensioned reinforcement with 4 strands of 12.7mm diameter bars, with bottom reinforcement of T7(N12-300), T6(N12-250) and top reinforcement of N12-400 bar
L. R 2c (under)
2
.3
Y
300 wide x 600 deep beam (IB5, IB6) N12 at 300/200 centres ligatures, lapped at 900mm with reinforcement steel 3 N16 x 500mm long at 200mm max centres tailed cast in ferrules at top and bottom of beams 3N20 OR N24 deformed bars at 800mm diameter
30
LA
a. b. c. d.
C
19. First Floor Beams
20d
9e
3a,b 4a
20. First Floor Wall
C L. LA 3 Y 1.2 0
5
FI LL
b. 160mm Concrete Slab c. Concrete Strength: 40MPa d. N-12 200 centres reinforcement steel on the perimeter of the concrete
7c
6b
17d
19d
R
a. Steel Access Stairs, riser: 180mm; going 250mm, b. SB1: 230 x 75 PFC: Stairs stringer hot dip galvanised, 12mm Thick Cleat 2M 16- 8.8/S bolts, 6mm closed fillet weld
a. 1mm thick Condek foamwork,
11a
16a
E C L 2 FA E 2 .2 R V .4 E 32 SU L 31 L. H L. R NIS R
16.Stairs
17. First floor slab
12b
FI
d. Skirtings 100mm x 3mm Aluminium, Natural Anodised. e. Laminated glass, clear. Min. 6.38mm A grade safety glass. Max. Whole of window U value in aluminium frame: 6.4 W/m².K, Max. SHGC: 0.73.
20a
12a
O
7f
17b,c
FL
a. Backing rod and silicone seal to finish against window frame; finish with plasterboard with P-50 trim b. 100mm wide powder; coated aluminium centre; glazed window frame c. 50mm x 3mm matching aluminium angle to close off gap between block work and window frame
K
15. Window
17a
permeable sarking.
o 90mm Stud Wall o 13mm, Gyprock Flexible Plasterboard, two layers x 6.5mm. d. SF1 o 90mm x90mm x 390mm Boral Designer Block blockwork (stack bond)
N 1f
4
c. SF7
L
o 90mm Timber Stud Framing, o Sarking CSR Bradford 'Breatherfoil Antiglare' vapour
E
o 13mm, Gyprock Flexible Plasterboard, two layers x 6.5mm.
D 2 .2 RE E 28 E ON TH T L. R EA TS W SIL
b. SF9
2b
N
R2.7 (90mm thick).
o Overall system including air films/ internal lining achieves R value of R2.9 minimum
1e
O
o CSR Bradford 'Gold - High Performance' wall batts,
C L. LA 3 Y/ 0.1 SI 0 LT ST O
o 90 Stud Frame o Sarking CSR Bradford 'Breatherfoil Antiglare' vapour
7a
R
install materials of various thicknesses.
C
o 2 x PB Gyprock Fyrechek / Fyrechek MR Plasterboard, supply and
3c
26
1g
R W L. SI EA 29 LT T .1 ST HE 0 O RE N D E
type 3 edge treatment, Colour: Solid Light Grey 104
T 2 .2 TS 29 IL /S L. R AY L
o 46mm Alucobond Aluminium cladding, 4mm thick panels, Joint thickenss: 10mm “direct stick cladding technique,
E
a. SF3:
2d
1h
o 50mm internal gap o 90 timber Stud Frame with Sarking CSR Bradford 'Breatherfoil Antiglare' vapour o USG Powerscape “Fibrerock aquatough” 13mm internal wall lining board with recessed edges
1a
2b
e. SF12 o 46mm Alucobond Aluminium cladding, 4mm thick panels, Joint thickenss: 10mm “direct stick cladding technique, type 3 edge treatment, Colour: Solid Light Grey 104
o 90 timber Stud Frame with Sarking CSR Bradford 'Breatherfoil Antiglare' vapour
1a 21. Theatrette 2 Ceiling (Plasterboard)
a. Gyprock Supaceil Perforated Plasterboard, 10mm b. Rondo “Key Lock” suspension system screw on c. Rondo Rondo exangle corner bead PX1
Safety Mesh for insulation, Galvanised Wire Safety Mesh Ausmesh 300 or Waratah 'Roofsafe', B1: 150 PFC WHI: 150 PFC (Rotated horizontally) WH2: 200 PFC (Rotated horizontally) WH3: 230 PFC (Rotated horizontally) C20024: Stramit C Section Purlin, Strength: MPA-G450 Z20024: Stramit Z Section Purlin RB2: 20mm diameter rod
SOIL HATCH FILL
CLAY
GENERAL HATCHES PLASTERBOARD
1c
TIMBER LINING
INSULATION
CONCRETE
CLAY/ SILTSTONE
SARKING
BLINDING CONCRETE
WEATHERED SILTSTONE
INSULATION SAFETY MESH
POLYSTYRENE LAYER
1e 1d
SE REPO
a. b. c. d. e. f. g. h.
LEGEND
E OF
23. Roof (Group discussion room)
1c ANGL
3
22. Group Discussion First Floor Ceiling
ANGL
1b
1b
E OF
REPO S
E
a. Atkar AS26 40/80 slotted panel with integrated acoustic backing. 9mm thick plywood. Concealed fixing with 5mm expantion joints, substrate plywood panels. b. Timber Panels to match Atkar Au.di.Slot 'Tas Oak' Finish. The edge profile shall be chamfer edge profile with Au.diStyle. Concealed fixings with 5mm expressed joints. Pre-finished. c. Gyprock Perforated Plasterboard 13mm, 2 x 6.5mm thickness d. WPB- Gyprock Aquacheck Plasterboard, 10mm e. Rondo “Key Lock” suspension system screw on f. Acoustic Insulation: Blanket 75mm thick, 14kg/m3
N E
24. Roof (Theatrette 2) a. Safety Mesh for insulation b. B1: 150 PFC c. WH3: 230 PFC (Rotated horizontally) c. WB1: 70 x 5.0 Flat Mild Steel Plate d. P1: Z20024- 1200 Max centres e. T2: 125 x75 x 6.0 Unequal Angle f. RB1: 16mm dimeter rod g. WH1: 150 PFC (Rotated horizontally) h. Bluescope Lysaght “Spandek”, 0.48 BMT, Colourbond finishing i. CSR Bradford Anticon 130 Roofing Blanket Incorporating Medium Duty Thermofoil (R3.0) j. CSR Ashgrid 110mm metal spacers installed over insulation blanket k. Rondo “key Lock ”Suspension system for screw up linings l. Rondo Rondo exangle corner bead PX1
25. C1 connection to WH3 a. 2 M20- 8.8/s bolts b. 10mm cleat plate c. 6mm continuous butt weld to cast in plate
CONSTRUCTION DESIGN
ABPL30041
SCALE 1:20 @ A0
SEMESTER 1, 2017 DRAWN BY: NATHANIEL FOO, 804903
ARCHITECT: CLARKE HOPKINS ARCHITECTS
Geothermal Trench
PROJECT: BIO 21 SCIENCE HUB, SUB SCHOOL, UNIMELB
N
26.
1d
TUTORIAL 13, YI, LOBACHEVSKY