SCREEN & CANOPY 46.
CANOPY MADE OF 6mm THICK MILD STEEL
47.
50 X 50 SHS DOWNPIPE TO DRAIN CANOPY WELDED TO C2
48.
LOCKER GROUP 'ATMOSPHERE' PERFORATED METAL SCREEN
27
DOOR AND WINDOW SYSTEM 44. AWS COMMERCIAL 'SERIES 607 FACELINE' 150MM FRAMING SUITE WITH SLOTTED SUB-SILL SECTION FITTED TO ALL WINDOWS, AND HEAD CHANNEL FITTED TO ALL WINDOWS TO ALLOW FOR STRUCTURAL MOVEMENT. LAMINATED CLEAR GLAZED WINDOWS WITH U-VALUE 6.4, SHGC 0.73: WF.03. ALL AWNING WINDOW TO BE FITTED WITH FLYSCREEN.
32
45. PAVEMENT FINISH: 20MM TOPPING OF 7MM HOT MIX ASPHALT ON 130MM OF FINE CRUSHED ROCK AND SUBGRADE FOUNDATION WITH CALIFORNIA BEARING RATIO (CBR) OF MORE THAN 5%
29
FINISHES SUSPENDED CEILING
31
43. RONDO 'KEY LOCK' SUSPENSION SYSTEM FOR SCREW UP CEILINGS.SCREWED TO PURLINS. PERFORATED PLASTERBOARD TO SCREW IN TO FURRING CHANNEL SUSPENDED ON TOP CROSS RAIL SUSPENDED BY SUSPENSION CLIP.
28
FLOOR FINISH 40. ENTRANCE CARPET - Integra Matting: Product: Vantt/ Code: VB70/ Colour: Storm ON GRANOLITHIC CONCRETE SCREED IN 80mm SLAB SETDOWN
34
41. LEVEL 1 CARPET C2A - RC&D_(RUGS CARPETS BY DESIGN) HL 630/ MOD 750 RFM5295C6352_LASER LIGHT_CARPET TILE 42.
STAFF TOILET FLOOR V1B - Armstrong 'Contour' Col: Silver_921-051/ Slip Rating: R9
WALL FRAMING 38. SF1 WALL TYPE = 90mm THK X 90mm HIGH X390 LONG FACE PEARLGREY BLOCKWORK, 50MM GAP, 90mm STUD FRAME WITH SARKING, 13mm PLASTERBOARD (WALL TO ACHIEVE R2.8). BLOCKWORK TO BE STRECHER BOND WITH GREY M3 MORTAR JOINTS 10mm
43
39. CUT CORNER OF BLOCKWORK TO CHECK AROUND STEEL RHS COLUMN. BACKING ROD AND SILICON SEAL TO COLUMN AGAINST WINDOW FRAME (POWDER COAT TO MATCH WINDOW FRAME)
37
30
ROOF AND DRAINAGE
33
27. BLUESCOPE LYSAGHT 'SPANDEK', 0.48 BMT, COLORBOND FINISH ON CSR BRADFORD 'ANTICON 130' ROOFING BLANKET W/ MEDIUM DUTY THERMOFOIL AS SARKING ON AUSMESH 300 GALVANIZED ROOF SAFETY MESH. FIX W/CSR 'ASHGIRD' 110mm METAL SPACERS TO PROVIDE NECESSARY BULK 28.
B8 - 230X75 PFC BOLTED TO 12mm WELDED PLATE BY 2M20 - 8.8/S BOLTS 6mm CFW ALL ROUND
29.
B4A - 310 UB 32 BOLTED TO B8 ON WELDED PLATE BY 2M20 - 8.8/S BOLTS 6mm CFW ALL ROUND
36
AW
21 19
30. WH3 - 150X75 PFC SUPPORTED MIDSPAN. BOLTED TO 12mm THICK CLEAT BY 2M20 - 8.8/S BOLTS 6mm CFW ALL ROUND 31.
RB 2 - ROD BRACING 20mm Dia. ROD. BRACING BRACKET SUPPORT FROM ROOF PURLINS AT MIDSPAN
32.
P2 - C20024 - 1200 MAX CRS. ROOF PURLIN TO BE BOLTED TO 10mm PLATE CFW TO B4
33.
C20024 EAVE PURLIN TO SCREW ON EAVE GUTTER
48 20 25
34. T1 - 75 X 75 X 4.0 SHS GRADE 350 MPa MIN. BOLTED TO C2 ON 10MM PLATE BY 2M20 - 8.8/S BOLTS 6mm 35.
39
WH1 - 150 PFC ON PLATES WELDED TO C2
F
35 21 23
37.
44
F
36. EAVE GUTTER - 0.600MM BMT COLORBON COATED STEEL SHEET. BRACKETS AT 1200 CRS SCREWED TO EAVE PURLIN DOWNPIPE - HDPE 125 DIA. UNPAINTED , CONTAINED BY BRACKET
41 21. 160mm THICK CONCRETE SLAB F'c = 40 MPa ON N12-200 CRS TO FULL PERIMETER OF SLAB ON 1.00mm CONDEK. POST TENSION DISTRIBUTION REFER TO POST TENSION SHOP DRAWING.
26 43
22. BEAM 1B4 = 300 WIDE X 800 DEEP. POST TENSIONED. BOTTOM REINFORCEMENTS = T6 W/ 3N16 TIED. TOP REINFORCEMENT = N12-400
46 47
23. BEAM 1B3 = 300 WIDE X 600 DEEP. REINFORCEMENTS = 3N16 WITH N12 AT 300 CRS CLOSED LIGS BOTTOM REINFORCEMENTS = T6 W/ 3N16 TIED. TOP REINFORCEMENT = DEFORMED N12-400 TO TIE BEAM AND SLAB PREVENTING SHEAR. 24.
LIVE END ANCHORAGE W/ ANTI BURST REINFORCEMENT
25.
ONION DEAD END ANCHORAGE W/ ANTI BURST REINFORCEMENT
26.
GROUTING TUBE TO FILL TENDONS WITH CONCRETE
AW
1ST FLOOR CONCRETE SLAB & POST TENSION
24
10 22
40
F
11 14
PRECAST LIFT AND CLADDING 38
15
F
19. TIMBER VENEER PANEL W/ 5MM EXPRESSED JOINT FIXED TO BATTENS AND PARALLEL TO SUPPORT STRUCTURE. 20. 7570x2630 PRECAST CONCRETE SHAFT WALL (PC11, 12) WITH N20 DOWELS IN 50MM CORRUGATED DUCT 21.
CP1 CAST IN PLATE TO TIE PRECAST WALL TO SLAB
GROUND FLOOR COLUMNS 16. C2 SCREEN COLUMNS=310UB40 GRADE 350 MPa MIN. CONNECT TO SLAB BY M20 HOLD DOWN BOLTS, 400mm EMBEDMENT 100MM COG CAGED. 20MM THICK BASE PLATE 6MM CFW ALL AROUND 20MM NON SHRINK GROUT. BASE PLATE AND BOLT HEAD, ENCASED BY 75MM CONCRETE.
42
17. CC2 = 800 X 200 CONCRETE COLUMN. REINFORCEMENT = 8N24 BARS VERTICALLY, N12 LIGS-200CRS (40CVR). STARTERS TO MATCH COLUMN REINFORCEMENT, 800 LAPS 300 COG 18. STEEL MULLION C5=150X100X9.0 RHS. CONNECT TO SLAB BY PLATE 6MM CFW
38
13
M20 HOLD DOWN BOLT, 10MM
1
9 16
2
GROUND FLOOR CONCRETE SLAB 17
14.
2N12 BARS X 1200 LONG TOP TO ALL RE-ENTRANT CORNERS UNDER MESH (PIERS INCLUDED)
15.
EDGE BEAM (EB1)= (W)300 x (D)600 REINFORCEMENT = 3-L12-TM TOP AND BOTTOM
-
13. 150mm THICK CONCRETE SUSPENDED SLAB F'c = 32 MPa SL92 MESH TOP, SL92 MESH BOTTOM (30 COVER TOP AND BOTTOM) PLUS 2N12 TOP EACH WAY OVER EACH PIER ON 2mm POLYTHENE MEMBRANE ON 100mm THICK POLYSTYRENE LAYER.
15
8 45
LIFT PIT 10. PIT (L)3200 X (W)2050 X D(1600) SURROUNDED BY FORMWORK FILL TO SUPPORT WET CONCRETE WITHOUT SAGGING 11.
200 THICK INSITU CONCRETE WALLS F'C=40MPa REINFORCEMENT= N12-200CRS EACH WAY EACH FACE
12.
N12-200 CRS 600 LAPS TO CONCRETE SLAB
6
FOOTINGS 7
5. PAD FOOTING (F6)= (L)1500 X (W)1500 X (D)600. REINFORCEMENT = N12-200 CRS BOTTOM BOTH DIRECTIONS 6.
PAD FOOTING (F8)= (L)600 X (W)600 X (D)600 REINFORCEMENT = SL81 BOTTOM
7. FOOTINGS TO BE ON TOP OF 200mm WEAK MIX CONCRETE BLINDING F'c= 15MPa FOUNDED TO NATURALLY OCCURING EXTREMELY WEATHERED SILTSTONE 8. 9.
BORED PIER (BP1)= 450 dia. X (D)2000mm REINFORCEMENT= 1N20 BAR CENTRAL
1
2N12BARS X 2000 LONG CONTINUOUS THROUGH BORED PIER
FOUNDATIONS GROUNDWORKS - SITE CLASSIFICATION 'M' - BOREHOLE #1 1. DEPTH= 0-800mm (FILL) CRUSHED ROCK CAPPED BY 30MM ASHPALT, GREY (MOIST, SAND, CEMENT STABILISED) 2.
2
DEPTH= 800-1900mm (CLAY) ORANGE BROWN, STIFF (MOIST, SILTY)
3. DEPTH:1900-3000mm (CLAY/SILTSTONE) ORANGE/BROWN (MOIST, SILTY, EXTREMELY WEATHERED LENSES STIFF)
3
EXTREMELY WEATHERED SILTSTONE BELOW 3000mm
SILTSTONE
SCREEN PERFORATION
4
EARTH
CONCRETE PAVEMENT
CONCRETE
CLASS 2 CRUSHED ROCK 20mm NOMINAL DIA. COMPACTED IN 150 MM LAYERS TO 90% MMDD
1F CARPET
CLASS 3 CRUSHED ROCK 14mm NOMINAL DIA. TO 90% MMDD
LIFT CLADDING
FINE CRUSHED ROCK BEDDING
ABPL 30041 CONSTRUCTION DESIGN SEMESTER 1, 2018
5
2
AXONOMETRIC DRAWING REGION 'D'
PIPE BACKFILLING AND BEDDING UNDER PAVING
-
4.
ARCHITECT : CLARKE HOPKINS CLARKE
SCALE 1:20 @A0
DRAWN BY ARIEL JANSEN BINTANG 851772
PROJECT : BIO21 SCIENCE SUB SCHOOL
PROJECT : BIO21 SCIENCE SUB SCHOOL
TUTOR: ALEKS BALTOVSKY
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