T ECHNI CALDRAWI NGS
F OUNDAT I ONPL AN S CAL E1: 100
GROUNDF L OORF L OORPL AN S CAL E1: 100 NF A:86. 00S QM PERUNI T
GROUNDF L OORST RUCT URALPL AN
GROUNDF L OORF L OORSL AB
S CAL E1: 150
S CAL E1: 150
F I RSTF L OORF L OORPL AN S CAL E1: 100 NF A:86. 00S QM PERUNI T
F I RSTF L OORST RUCT URALPL AN
F I RSTF L OORF L OORSL AB
S CAL E1: 150
S CAL E1: 150
SECONDF L OORF L OORPL AN S CAL E1: 100 NF A:86. 00S QM PERUNI T
SECONDF L OORST RUCT URALPL AN
SECONDF L OORF L OORSL AB
S CAL E1: 150
S CAL E1: 150
ROOFPL AN S CAL E1: 100
ROOFST RUCT URALPL AN
ROOFSL AB
S CAL E1: 150
S CAL E1: 150
I BSSCORI NG T ABL E
WALL
TYPE
W1
W2
W3
W4
W5
W6
W7
3000
3000
1200
3000
3000
3000
3000
3000
ISOMETRIC
30
30
00
22
30
00 20
00
00
32
75
10
25
80
ELEVATION
1800
200
200
418
600
1200
2800
2800
935
2800
2800
2800
275 1200
3125
600 600
400
200
2800
200
1875
1200
900 800
2800
2800
200
2800
200
2800
200
2800
3000
QUANTITY
2200
24
3000
16
6
SPECIFICATIONS
2075
3000
9
12
3225
1080
6
3
PRECAST CONCRETE WALL
WALL
TYPE
W8
W9
W10
W11
W12
W13
W14
80 10
30
80
00
12
12
00
18
8
10
10
00 18
70
0
80
0
3000
3000
3000
3000
3000
3000
3000
ISOMETRIC
16
22
72
50
5
90
0
16
11 60
60
ELEVATION
SPECIFICATIONS
3000
9
3150
3
3
200 2800
900 775
3000
PRECAST CONCRETE WALL
1460
200
2800
2800
3000
900
900
2800
1200
2800
930
3150
2800 200
900
200
400
2950
1200 3
2800
2800
3000
1080
QUANTITY
200
2800 200
880
1660
3
3
6
WALL
TYPE
W15
W16
W17
W18
W19
W20
3500
3500
1200
00 100
100
30
3000
3000
3000
900
ISOMETRIC
23 10
95
10
995
995
60
35
95
35
00
00
3500
100
100 1640
1200
1640
1200
610
3500
400 1200
2800
2650
3500
1060 200
700 200 2100
2800
200
ELEVATION
3000
100
QUANTITY
3
3
3
SPECIFICATIONS
24
6
3
PRECAST CONCRETE WALL
SLAB
TYPE
S1
S2
ELEVATION
00
30
100
30
200
Ø155
Ø80
930
640
QUANTITY
234
24
THICKNESS (mm)
200
100
SPECIFICATIONS
HOLLOW CORE SLAB
00
FOUNDATION
TYPE
F1
F2
F3
ISOMETRIC
60
ELEVATION
600
0
60
100
300
300
500
500 1300
200 300
500
500
1300
200 300
500
600
0
60
0
100
600
600
600
300
500
600
400
1300
200 300
300
500
500 500
300 500 500
300 500
100 400
QUANTITY
500
12
20
SPECIFICATIONS
10
PRECAST CONCRETE COLUMN
COLUMN
3000
3500
400
200
500
500
500
300
200
500 3500
200
400 3000
3500
200
C4
300 500
300 500
300
C3
3000
ISOMETRIC
C2
10500
C1
10000
TYPE
ELEVATION 300
500
100
300
400
QUANTITY SPECIFICATIONS
34
100
100
500
300
500
400
62
34 PRECAST CONCRETE COLUMN
2
PRIMARY BEAM
TYPE
B1/P
B2/P
B3/P
B4/P
B5/P
B6/P
23
60
60
10
10
80
ELEVATION 200
200
200
200
500
300
QUANTITY
58
32
SPECIFICATIONS
300
300
300
500
8
16
18
8
PRECAST CONCRETE BEAM
SECONDARY BEAM B1/S
B2/S
3000
30
30
00
00
B5/S
3000
3000
30
300
00
300
30
B4/S
3000
3000
500
ISOMETRIC
B3/S
30
00
00
300
TYPE
ELEVATION 200
200
SPECIFICATIONS
500
43
4 PRECAST CONCRETE BEAM
300
500 300
300
300
500 63
300
300
500
300
QUANTITY
200
200
200
200
200
300
500 300
500 300
500 300
300
300
500
200
200
200
200
500
300
16
4
300
1080
500
1080 16
500
00
500
30
500
00
500
30
1660
2360
3000
3000
ISOMETRIC
80
STAIRCASE
TYPE
ST1
ST2
ELEVATION 8
84
87
1175
27
355
168
200
47
900
168
255
1175
35
5
146
168
355
10 127
QUANTITY NO. OF LANDINGS
5
2
2
11
11
75
PRECAST CONCRETE STAIRCASE
DESCRIPTION
TOILET POD
TYPE
BALCONY
ELEVATION 171
0 28
70
0
50
300
600 600
800
1000
2800
2100
3300
13
QUANTITY SPECIFICATIONS
12
PREFABRICATED UNIT TOILET POD
340
08
12
PREFABRICATED STEEL GALVANIZED BALCONY
0
WINDOW
TYPE
N1
N2
ELEVATION 1200
QUANTITY
600
1200
600
30
8
SPECIFICATIONS
PRECAST CONCRETE
TYPE
DOOR
3000
1200
800
QUANTITY
50
2100
D3
2100
D2
2100
ELEVATION
D1
30
SPECIFICATIONS
6
PRECAST CONCRETE
ROOF TRUSS
TYPE
R1
R2
R3
32
00
22
00
800
4
1963
513
1280
ELEVATION
2000 3950 7335
QUANTITY SPECIFICATIONS
50
30 STEEL ROOF TRUSS
6
CONNECT I ONDET AI L S
COL UMN.BEAM Col umnt oCol umn
ROOF
Over vi ew ofr oofs t r uct ur e
Col umnt oBeam
Det ai l A
Det ai l B
SL AB
Beam t oS l ab
Det ai l A-S l abt oBeam
Det ai l A
Det ai l B
Det ai l B-S l abt oS l ab
ST AI RCASE
F l i ghtt oF l oorS l ab
F l i ghtt oL andi ng
L andi ngt oWal l
F l i ghtt oBeam
CONCL USI ONF ROM I BSCAL CUL AT I ON F r om t heI BSS cor ecal cul at i onabove,concl us i ont hatcanbemadei st hatf r om ahi ghI BSs cor e,t hi scons t r uct i oni shi ghl y benef i t edf r om pr es enceofhi ghr epet i t i venes si nt hedes i gnaswel l asot hers i mpl i f i edcons t r uct i ons ol ut i ons ,whi chcome al ongwi t hr educt i onofs i t el abour ,l owerwas t age,l es ss i t emat er i al s ,cl eanerenvi r onment ,bet t erqual i t y,neat erands af er cons t r uct i ons i t es ,f as t erpr oj ectcompl et i onaswel l asl owert ot al cons t r uct i oncos t s