DEGREE SEM 5 BUILDING TECHNOLOGY PROJECT 02 IBS REPORT
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Transcript of DEGREE SEM 5 BUILDING TECHNOLOGY PROJECT 02 IBS REPORT
TECHNICAL DRAWINGS
SCALE 1:100FOUNDATION PLAN
SCALE 1:100NFA : 86.00 SQM PER UNIT
GROUND FLOOR FLOOR PLAN
SCALE 1:150GROUND FLOOR STRUCTURAL PLAN
SCALE 1:150GROUND FLOOR FLOOR SLAB
SCALE 1:100NFA : 86.00 SQM PER UNIT
FIRST FLOOR FLOOR PLAN
SCALE 1:150FIRST FLOOR STRUCTURAL PLAN
SCALE 1:150FIRST FLOOR FLOOR SLAB
SCALE 1:100NFA : 86.00 SQM PER UNIT
SECOND FLOOR FLOOR PLAN
SCALE 1:150SECOND FLOOR STRUCTURAL PLAN
SCALE 1:150SECOND FLOOR FLOOR SLAB
SCALE 1:100ROOF PLAN
SCALE 1:150ROOF STRUCTURAL PLAN
SCALE 1:150ROOF SLAB
IBS SCORING TABLE
TYPE
ISOMETRIC
W1
3000
2200
3000
3000
3000
3000
3000
2075
3000
3000
3000
3225
3000
1080
1200
2800
200
3000
2800
2800
200
900
2200
2800
800
2800
200
1200
3000
2800
400
1200275 2800
200
2075
1875
2800
200
600
3000
2800
600
600935
3225
3125
2800
200
1200
1080
418
2800
200
1800
ELEVATION
W2 W3 W4 W5 W6 W7
TYPE
ISOMETRIC
W8
ELEVATION
W9 W10 W11 W12 W13 W14
3000
1080
3000
30001870
3000
1872
1200
3000
1000
12880
3000
2250
800
100
3000
1160
900
165
3000
1660
1080
880
2800
200
3000
2800
200
1200
3000
2800
400
1200930 2800
200
3150
2950
2800
200
3000
2800
900
900
3000
3150
900
2800
2800
775
90020
0
2800
1460
200
1660
24 16 6 9 12 6 3
6333393
PRECAST CONCRETE WALL
PRECAST CONCRETE WALL
QUANTITYSPECIFICATIONS
QUANTITYSPECIFICATIONS
WALL
WALL
3000
1095
3000
1095
900
3000
2360
1200
3000
2800
995
200
700
995
2100 28
00
1060
200
1200
1200
400
610 1200
3000
TYPE
QUANTITYSPECIFICATIONS
ISOMETRIC
W15
ELEVATION
W16 W17 W18 W19 W20
3
PRECAST CONCRETE WALL
3 3 24 6 3
200
3500
3500
3500
100
1640
2650
3500
100
1640
3500
100
3500
3500
100
100
WALL
TYPE
SPECIFICATIONS
THICKNESS (mm)
ELEVATION
S2S1
HOLLOW CORE SLAB
QUANTITY
200 100
234 24
30003000
640
200
100
930
Ø155 Ø80
SLAB
TYPE
QUANTITYSPECIFICATIONS
ISOMETRIC
C1
ELEVATION
C2 C3
34
PRECAST CONCRETE COLUMN
62 34
300
400
100
100
500
300500
500
500
400
3500
300
200
3000
300
200
3500
500
3000
500
300
200
3500
500
3000
500
C4
2
300
400
100
500
400
1050
0
300
200
1000
0
TYPE
QUANTITYSPECIFICATIONS
ISOMETRIC
F1
ELEVATION
F2 F3
12
PRECAST CONCRETE COLUMN
20 10
300
400
100
100
500
300300
500
500
400
1300
300
200
500
500
500 50
0
500
600
60060
0
100
600
500
600
500
600600
500
300 1300
300
200
600
500
300 1300
300
200
600
500
300
FOUNDATION
COLUMN
TYPE
QUANTITYSPECIFICATIONS
ISOMETRIC
ELEVATION
63
PRECAST CONCRETE BEAM
43 4 16
200
300
300
500
300
500
200
200
500
300
300
200
300
500
20020
0
TYPE
QUANTITYSPECIFICATIONS
ISOMETRIC
B1/P
ELEVATION
B2/P B3/P B4/P
58
PRECAST CONCRETE BEAM
32 8 16
B1/S B2/S B3/S B4/S
B5/P B6/P
18 8
200
300
300
500
300
500
200
200
200
300
300
500
200
300
300
500
200
300
300
500
300
500
200
200
3000 3000 3000 3000
500
3000
300
3000
300
3000
300
3000
3000
5003000 5003000 50
02360
500
1660
300
1080
500
1080
1080
1080
1660
3000 23
60
3000
3000
4
500
300
300
200
B5/S
SECONDARY BEAM
PRIMARY BEAM
TYPE
DESCRIPTION
NO. OF LANDINGS
ELEVATION
ST2ST1
PRECAST CONCRETE STAIRCASE
355
200
168
1175
1175
355
146
168
255
168
355
10751275
900
2747
878
84
QUANTITY
11 11
2 2
TYPE
SPECIFICATIONS
ELEVATION
BALCONYTOILET POD
PREFABRICATED UNIT TOILET POD
QUANTITY 12 12
800
2100
600
600
1710
2850700300
2800
1308
3400
1000
3300
PREFABRICATED STEEL GALVANIZED BALCONY
STAIRCASE
TYPE
QUANTITYSPECIFICATIONS
N1ELEVATION
N2
30
PRECAST CONCRETE
8
TYPE
QUANTITYSPECIFICATIONS
ELEVATION
50
PRECAST CONCRETE
30 6
D1 D2
1200
1200
600
600
3000
2100
1200
2100
800
2100
D3
TYPE
QUANTITYSPECIFICATIONS
ELEVATION
50
STEEL ROOF TRUSS
30 6
R1 R2 R3
WINDOW
DOOR
ROOF TRUSS
5134
7335
1963 3200
3950
1280 2200
2000
800
CONNECTION DETAILS
Column to Column Column to BeamCOLUMN . BEAM
ROOFOverview of roof structure Detail A Detail B
SLAB
Detail A
Detail B
Beam to Slab Detail A - Slab to Beam
Detail B - Slab to Slab
STAIRCASEFlight to Floor Slab Flight to Landing
Landing to Wall Flight to Beam
CONCLUSION FROM IBS CALCULATION From the IBS Score calculation above, conclusion that can be made is that from a high IBS score, this construction is highly benefited from presence of high repetitiveness in the design as well as other simplified construction solutions, which come along with reduction of site labour, lower wastage, less site materials, cleaner environment, better quality, neater and safer construction sites, faster project completion as well as lower total construction costs
