27. POLYSTYRENE LAYER: 100MM THICK 28. POLYETHYLENE MEMBRANE: 0.2MM 29. DEPTH 0.0 - 500MM (FILL) NON DESCRIPTIVE CRUSHED ROCK CAPPED BY 30MM ASPHALT, GRAY, MOIST, SAND, MEDIUM DENSE, CEMENTED STABILISED FROM 0.3 METERS
30. DEPTH 500MM - 1000MM (FILL) CLAY, ORANGE BROWN, MOIST, SILT, TRACES OF GRAVELS, MEDIUM DENSE
31. CONCRETE SUSPENDED SLAB: 150MM WITH SL92 MESH TOP, SL92 MESH BOTTOM PLUS 2N12 TOP EACH WAY OVER EACH PIER CONCRETE GRADE: 32 MPA CONCRETE COVER: 30MM (TOP AND BOTTOM)
32. DEPTH 1000MM - 3000MM (SILTSTONE) EXTREMELY WEATHERED, YELLOW ORANGE/GRAY, VERY SILTY, GRAVELS, VERY LOW ROCK STRENGTH
33. BORED PIER AS AN ALTERNATIVE TO THE USE OF PAD FOOTINGS AND/OR STRIP FOOTINGS END BEARING PRESSURE: 450 KPA
1
LL FA
DETAIL A
34. EDGE BEAM (EB1): 300(W)x600(D)
37
1 : 10
WITH 3-L12-TM TOP AND BOTTOM PROVIDE 2N12 BARS x 1200 LONG TOP TO ALL RE-ENTRANT CORNERS UNDER MESH CONCRETE GRADE: 32 MPA
70 9
RL 41.35
2 38
3
35. BLINDING CONCRETE
4
50MM WEAK MIX CONCRETE BLINDING F'C=15 MPA
36. N12-200 CRS 'Z' BARS VERTICAL 37. PRECAST PANEL (PC5): 180MM THICK PANEL
PC4A
RL 39.00
5
WITH 150 COG AT ENDS CAST INTO FLOOR SLAB/FLOOR BEAM AND N16-400 CRS CAST IN FERRULES FOR FLOOR SLAB/FLOOR BEAM TYPE 'D' PANEL TO PANEL CAST IN PLATES 15MM MAXIMUM REBATE FOR SLAB/EDGE BEAM CONCRETE GRADE: 40 MPA
A 40
PC4B
38. 90x90x8.0 EA
7
WITH 10MM THINK END PLATE, 6MM CFW ALL AROUND
39. APRON FLASHING
39
6
SHOULD BE LAID BETWEEN METAL SHEET FOR PARAPET.AND ABOVE ROOF SHEETING
8 71
40. PARAPET CAPPING
DETAIL B B
1 : 10
41. METAL ROOFING SHEET LL FA
0.6MM BMT COLORBOND COATED STEEL SHEET, PROVIDE DRIP AT THE END OF TO ALLOW WATER TO FLOW TO THE GUTTER
41
42. CP7 WALL 150MM CONCRETE PANEL RAW FINISH
43. PRECAST PANEL (PC4): 200MM THICK PANEL
10
WITH CAST IN FERRULES FOR RA1 CONNECTION AND N16-400 CRS CAST IN FERRULES FOR FLOOR SLAB/FLOOR BEAM TYPE 'A' PANEL TO PANEL CAST IN PLATES CONCRETE GRADE: 40 MPA
12
49
43
44. WEATHER SEAL TO OPENING SASHES
45. CP1 WALL CONCRETE PANEL, MIN 10MM GAP, 64MM NOM STEEL STUD FRAME WITH SARKING, GLASS WOOL INSULATION WITH R2.5, 13MM PLASTERBOARD
46. EQUAL ANGLE (T1) 47. W.F.14: 3630x4050 POWDERCOAT ALUMINIUM FRAME 2x (1815x1050) FIXED GLASSES, 2x (1815x2100) FIXED GLASSES AND 2x (1815x900) AWNING SASH WITH TIME CLOCK SYSTEM FLY WIRE SCREEN 13
48. SF3 WALL
DETAIL C
NOM 46MM O/A ALUMINIUM COMPOSITE CLADDING SYSTEM, 2x16MM FIRE RATED & MOISTURE RESISTANT PLASTERBOARD, 90MM STUD FRAME WITH SARKING
12
1 : 20
14
45 44
49. RECTANGULAR HOLLOW SECTION (SB3): 250(V)x150x6.0 HOT DEEP GALVANISED
16
GRADE: 350 MPA WELDED TO SS2 USING 6MM SITE CONTINUOUS FILLET WELD
48
NOTES: 1. WIND BRACING (RB2): 200MM DIAMETER ROD UNIVERSAL WIND BRACING
20
RL 36.00
19
21
50. SHS (OR2): 89x89x6.0 OUTRIGGER C
SUPPORT FROM ROOF PURLINS AT MIDSPAN
17
2. PARALLEL FLANGE CHANNEL (B1): 150 PFC BOLTED TO THE CLEAT PLATE/CAST IN PLATE RJB-EP1 ON PC5 USING 2M16-8.8/S BOLTS
51. PARALLEL FLANGE CHANNEL (SB2): 230x75 HOT DEEP GALVANISED BOLTED TO SS2 USING 2M20-8.8/S BOLTS FULL DEPTH CLEAT 6MM CFW
RL 35.10
3. ROOF OVERLAP
12
47 66
FIXING SHOULD NOT BE ON LOWER SIDE BECAUSE UNDERLAPPED SHEET WOULD LEAK
49
52. PARALLEL FLANGE CHANNEL (SS2): 230x75 HOT DEEP GALVANISED BOLTED TO SB2 USING 2M20-8.8/S BOLTS FULL DEPTH CLEAT 6MM CFW ALL AROUND TYPICAL
4. UNEQUAL ANGLE (RA1): 150(V)x90x10 UA 15
5. RECTANGULAR HOLLOW SECTION (DH2): 250(V)x150x5.0 RHS
53. W.G.17: 3630x2150MM POWDERCOAT ALUMINIUM FRAME
46
GRADE: 350 MPA WELDED TO 10MM CLEAT AND END PLATE, THEN BOLTED TO CAST IN PLATE USING 2M20-8.8/S BOLTS
2x (1815x1250) FIXED GLASSES AND 2x (1815x900) AWNING SASH WITH TIME CLOCK SYSTEM FLY WIRE SCREEN
50
54. GALVANISED MS PLATE: 10MM THK
6. C CHANNEL (BP1): 2/C20024
51
SNUG STRUT AT MID SPAN BOLTED TO THE CLEAT PLATES OF RA1
5 DEGREE FALL AWAY FROM BUILDING
55. PAD FOOTING (F1): 1500x1500 52 22
7. SAFETY MESH GALVANISED WIRE SAFETY MESH
DEPTH 750MM WITH N12-200 CRS AT THE BOTTOM ON BOTH DIRECTIONS CONCRETE GRADE: 25 MPA
56. MORTAR
8. CEILING PRIMARY RAILS
JOINT THICKNESS = 10MM MORTAR QUALITY = M3
23
AT 1200MM CENTRES HUNG ON 5MM GALVANISED ROD, ACCURATELY LEVELLED WITH SUSPENSION CLIP AT 1200MM CENTRES
57. POLYETHYLENE FOAM BACKER ROD 24
9. ROOF SPACER TO BE FIXED ON TOP OF PURLINS BELOW ROOF SHEET
58. SF2 WALL
42
18
90MM THK X 90MM HIGH FACE BLOCK WORK (STRETCHER BOND), 50MM GAP, 92MM NOM STEEL STUD FRAME WITH SARKING, 2x16 FIRE RATED PLASTERBOARD
20
31
10. SUSPENDED CEILING
59. CAVITY: 50MM
54
TO BE FILLED WITH 20 MPA WATERPROOF CONCRETE TO FINISHED GROUND LEVEL
11. C CHANNEL (P2): C20024 - 120 MAX. CRS
60. FIXING PLATE
NO LAP REQUIRED, 1 ROW OF BRIDGING PER BAY BOLTED TO THE CLEAT PLATE OF B1
53
12. CARPET - TILES (C2B)
4M10-4.6/S BOLTS, 8MM THICK CAP PLATE, 6MM CFW ALL AROUND
57
RC&D_ (RUGS CARPET BY DESIGN) HL 630/ MOD 750
13. PARALLEL FLANGE CHANNEL (WH2): 200 PFC BOLTED TO CAP PLATE OF C1 USING 2M20-8.8/S BOLTS
GRADE 350 MPa TEMPORARY BRACING IS REQUIRED BEFORE AT LEAST UNTIL PERMANENT BRACING OR BRICKLAYER IS ERECTED
58
27
RL 31.80
61. SHS 89x89x6.0 (SC4)
56
28
62. CONCRETE INFILL
14. PLASTERBOARD FOR CEILING 10 MM CD FLUSH PLASTERBOARD
TO BE PLACED AFTER PANEL IS ERECTED F'C=32 MPa
29
15. THERMAL INSULATION UNDER FIRST FLOOR SLAB 30
16. CONDEK: 1.0MM SACRIFACIAL FORMWORK FOR FIRST FLOOR CONCRETE SLAB
17. LIVE END TOP STRESING PAN, GROUT TUBE
63. STRIP FOOTING (SF2): 400(W)x600(D)
60
KINGSPAN 'KOOLTHERM' K10 FM SOFFIT BOARD', 50MM THICK, CFC/HCFC FREE RIGID INSULATION
4-L12-TM AT THE TOP AND BOTTOM CONCRETE GRADE: 25 MPA
68
33
62
RL 31.30
63
25 61
RL 30.80
4N12 DEFORMED BARS, 150MM LONG x 50MM COG, FSBW TO CAST IN PLATE TYPICAL
65. PAD FOOTING (F2): 1200x1200
67
18. LIVE END ANCHORAGE
64. CAST IN PLATE: 12MM THICK
DEPTH 750MM WITH SL81 AT THE BOTTOM CONCRETE GRADE: 25 MPA
GROUT TUBE
19. DEAD END
64
ONION END WITH SPACER BAR
65
32
20. POST TENSIONING TENDON
66. N16-400 CRS CAST IN FERRULES FOR FLOOR SLAB 67. THERMAL INSULATION FOR WALL
69
59
CSR BRADFORD 'GOLD' WALL BATTS, R2.5 90MM THICK
21. POST TENSIONED CONCRETE SUSPENDED SLAB: 450MM AND 220MM
68. SARKING
73
CSR BRADFORD 'BREATHERFOIL ANTIGLARE' VAPOUR PERMEABLE SARKING
69. BLOCKWORK: 90x90x390
CONCRETE GRADE: 40 MPA CONCRETE COVER: 30MM (TOP AND BOTTOM)
WEEP HOLES, ARTICULATION JOINT, WALL TIES, FLASHING
36
70. RA1: STANDARD PANEL CLIPS TO PANEL MANUFACTURER'S DETAIL
22. SF6 13MM PLASTERBOARD ON MOISTURE RESISTANT, 90MM STUD FRAME, 13MM PLASTERBOARD ON MOISTURE RESISTANT
34
DETAIL AT 1500 MAX CTS.
23. ALUCOBOND ALUMINIUM COMPOSITE 46MM THICK, SOLID LIGHT GRAY 104 SURF TOP HAT, 10MM JOINT
71. PURLIN BRIDGING 72. LINE OF INFLUENCE 73. GEOTHERMAL TRENCH
35
24. CONCRETE BEAM (1BB4): 2400(W) x 450(D)
72
CONCRETE GRADE: 40 MPA CONCRETE COVER: 30MM (TOP AND BOTTOM)
25. FLOOR VINYL (V1B) SILVER COLOUR, ARMSTRONG 'CONTOUR', 2.0 MM THICK, COVED 100MM UP WALLS
26. INTERNAL BEAM (IB1): 300(W)x600(D) WITH 3-L12-TM TOP AND BOTTOM CONCRETE GRADE: 32 MPA
TIMBER STUD FRAMING 90x35 MGP10 GENERALLY 90x45 MGP10 PLATE STUDS AT CORNER AND OPENING 90x45 MGP10 TWO ROWS NOGGING 90x35 MGP10, 3 ROWS FOR WALL ABOVE 2700
DESIGN LIVE LOAD 4 kN/m2 FOR STAIR AND LANDINGS ALL OTHER AREAS HAVE BEEN DESIGNED FOR A MAXIMUM FLOOR LIVE LOAD OF 3kN/m2 AND 1kN/m2
CONCRETE WITHOUT REINFORCEMENT
SITE CLASSIFICATION 'M'
CARPET TILES (C2B)
ALL EDGE EAMS, PAD FOOTINGS AND STRIP FOOTING TO HAVE FOLLOWING ALLOWABLE BEARING PRESSURE: ISOLATED PADS: 350 kPa CONTINUOUS STRIPS: 300 kPa
FLOOR VINYL (V1B)
GROUNDWORKS - BOREHOLE #4 FILL - NON DESCRIPTIVE CRUSHED ROCK FILL - CLAY
SILTSTONE
CONSTRUCTION DESIGN ABPL30041 SEMESTER 1, 2018
ARCHITECT: CLARKE HOPKINS CLARKE
DRAWN BY: NESIA CAHYONO, 813807 SCALE 1:20
PROJECT: BIO21 SCIENCE SUB SCHOOL UNIVERSITY OF MELBOURNE PARKVILLE CAMPUS
@A0
TUTORIAL 19, PEI WEN KWEK