1
2
3
4
5
6
7
GROUND FLOOR PLAN
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
2
1
3
5019
2920
5020
13260
300
4720
300
2630
300
4720
1013
300
4482
3919
600
A
2156
B
D
7951
D5 1 8551
3169
C
D5 2
2931
D
300
E
2869
F
D1 4
5593
5593
3169
D1 3
D1 5
1800
G
KITCHEN
H 1427
-1600 MM -1650 MM
8999
S.B. 4000 MM
8999
2848
I
4299
SEMI OPEN CANTEEN -1600 MM -1650 MM
22777
6000
S.B. 4000 MM
4625
6000
K 61501
L 3078
PRODUCED BY AN AUTODESK STUDENT VERSION
C J
OTS CANTEEN AREA
7779
2350
7779
-1750 MM -1800 MM
M
2349
N
3150
OTS
600
+350 MM +300 MM
4219
600
P
2550
3150
600
O
10000 1000
3250
4801
1500
1500
R
1500
1000
6994
11000
Q
12961 12961 5019
28
1
2920
2
5020
3
4
5
6
8
7
9
10
11
12
13
14
A 16
15
17
18
19
20
21
22
23 B
24
25
26 33
27
28
29
30
31
70646
0
2300
2022
2290
2010
3881
0
300
1978
2322
2300
2000
2000
9200
3881
600
1850
2300
2300
2000
8600
300 1700 300 1700 300
1850
600
2000
2300
2300
2000
8000
8000
600
2000
2300
2290
2000
8600
8000
600
2010
2300
1996
2000
2000
9200
600
8000
1850
2010
2000
9905
300 1700 300 1700 300
1850
600
3252
3252
2800
600
300
A W2 17
W1 8
W1 9 DOUBLE HEIGHT
KUMBHAR SHALA
6202
-1700 MM -1750 MM
W1 10
8000 x 7188
-1700 MM -1750 MM
S.B. 4300 MM
S.B. 4300 MM
D4 2
13677 x 8000 mm
B
PHOTOGRAPHY LAB 13677 x 8000
-1600 MM -1650 MM
-1600 MM -1650 MM
8000
S.B. 3500 MM
S.B. 3500 MM
D3 6
3040
C
D3 5
600
841
W2 15
DOUBLE HEIGHT
8000 x 7188
D4 1
W2 16
10627
W2 18
6188
W1 7
150
2800
D3 1
S.B. 3500 MM
E
PASSAGE
PASSAGE
-1700 MM -1750 MM
-1700 MM -1750 MM
S.B. 4300 MM
D3 2
UP SECOND LANDING
D1 6
I
33
32
31
30
29
28
27
26
25
24
3
20
4 5 6
WELL 3400 X 2961 MM
J
2949
12
11
13
10
9
14
8
15
7
16
17
18
-1700 MM -1750 MM
2
21
DOUBLE HEIGHT
-1700 MM -1750 MM
19
DOUBLE HEIGHT
-1700 MM -1750 MM
8 EQUAL TREADS
DOUBLE HEIGHT
-1700 MM -1750 MM
1
22
23
UP
DOUBLE HEIGHT
G H
+2090 +2060
-1700 MM -1750 MM
F
S.B. 4300 MM
D3 3
DOUBLE HEIGHT
300
UP
S.B. 3500 MM
8000
5500
-1600 MM -1650 MM
600
D3 4
13677 x 8000
2800
-1600 MM -1650 MM
150
SHILP SHALA
-1400 MM -1450 MM
13677 x 8000
2500
D
OTS 8000 x 7188 DOUBLE HEIGHT
CHHAPAI SHALA
+1410 +1762
K
600
FIRST LANDING
COURTYARD (OTS) OTS
PASSAGE
4253
39471 x 16178 -850 mm -900 mm
-1750 MM -1800 MM
L
UP
UP
W2 11
1000
D2 1
W2 12
W2 13
W2 14
1700
M
W2 10
N
11000
1 COMPUTER LAB 7800 x 11000 mm
W2 9
-1000 mm -1050 mm
O
1700
W2 8
PASSAGE +750 MM +700 MM
W2 7
W2 6
W2 5
S.B. 3500 MM
P D1 2
1500
1500
D1 1
300 1700 300 1700 300 1700 300 1700 300
LVL + 750 MM S.B. 3500
1859
1129
Q
W1 6 CUTOUT ABOVE
ADMIN
FAB LAB
R 5000 mm +650 mm +600 mm
S.B. 3500 MM
W3 1
W2 2
W1 2
1850
1700
2012
1700
1850
S.B. 3500 MM
W1 4
W2 3
W2 4
W1 5
1000
W3 2
600
1850
R 300
2000
300 1700 300 1700 300
1850
600
1500
W2 1
1000
W1 1
+0850 mm +0800 mm
6231
+950 mm +900 mm
11300
W1 3
F1C1 W1
UP
D2 1
1871
LVL + 750 MM
2 1
1000
7500
1000
7500
1000
2500
3
1500
1500
4
1500
5
2500
LVL +UP 00 MM
2869 600
0
1850
7500 300 1700 300 2022
2300
2012
1000
300 1700 300
2290
2020
1850
2500
600
1994
600
4934
9284
6209 2322
2300
2000
2000
2300
2300
600
4934
12648
2500
6053 2000
2000
2300
2300
600 CC' 2000
2000
2700
10300 2300
2290
1556 300 1700 300 1700 300 1700 300 1700 300 600
2000
2010
2300
1556
8300
1996
2000
2000
2010
2000
70739
5
6
7
8
9
10
11
12
13
14
15
16
17
18
A' PRODUCED BY AN AUTODESK STUDENT VERSION
4
19
20
B'
21
22
23
24
25
26 33
27
28
29
30
31
29
PRODUCED BY AN AUTODESK STUDENT VERSION A
C
E
G
H
I
J
P
Q
ELEVATION +17250 OHWT TOP ELEVATION +14250 OHWT BOTTOM ELEVATION +10600 PARAPET TOP ELEVATION +9750 665
600
600
UNFINISHED TERRACE FLOOR.
1140 150
2825
700
150 150
150
1500
2600
3350
150
2825
3754
3905
3390
ELEVATION+750 PLINTH ELEVATION +300 EXISTING GROUND
1140
ELEVATION +4250 U.F. BEAM BOTTOM OF FF
2400
2210
1115
600
600
950
1040
635
1140
ELEVATION +5250 UNFINISHED FIRST FLOOR
3240
3235
2865
2710
150
ELEVATION +8600 U.F. BEAM BOTTOM OF S. F.
SECTION AA' A
C
R
E
G
Q
H
I
J
P
P
J
I
H
G
I
H
G
Q
F
E
D
F
E
D
C
850
150 150 3750 3000
1110
950 405
200 255
1235
640
150
150
340
2864
1300
3945
500
2760
3000
3300 850 340 450
ELEVATION +0 EXISTING GROUND
550
600
450 1840 1140 170
ELEVATION +3650 U.F. BEAM BOTTOM OF FF ELEVATION+750 PLINTH
150
150 3430
ELEVATION+4250 UNFINISHED FF.
170
ELEVATION +7750 UNFINISHED TERRACE ELEVATION +7150 U.F. BEAM BOTTOM OF SF
850
ELEVATION +8600 PARAPET TOP
SECTION BB' P
J
26
22
18
26
22
18
14
10
14
10
2100 1500
450
ELEVATION +17250 OHWT TOP ELEVATION +14250 OHWT BOTTOM
Q
450
R
2500
ELEVATION +10600 PARAPET TOP
150 1000 3350
12650
ELEVATION +8600 U.F. BEAM BOTTOM OF S. F.
925
ELEVATION +9750 UNFINISHED TERRACE FLOOR.
1000
150
1010
ELEVATION +5250 UNFINISHED FIRST FLOOR
500
ELEVATION+750 PLINTH
3300
3350
ELEVATION +4250 U.F. BEAM BOTTOM OF FF
ELEVATION +000 EXISTING GROUND
SECTION DD'
PRODUCED BY AN AUTODESK STUDENT VERSION
30
C
GENERAL NOTES: THIS DRAWING AND DESIGN ARE THE SOLE PROPERTY OF KAILSHREE GADANI AND SHALL NOT BE TRACED, COPIED, LENT, REPRODUCED, MODIFIED OR MADE UNAUTHORISED USE IN ANY MANNER WITHOUT THE WRITTEN CONSENT OF THE FIRM.
R
1. ALL THE DIMENSION ARE IN MM. 2. ALL THE DIMENSIONS SHALL BE READ AND NOT SCALED 3. DIMENSIONS IN DRAWINGS TO A LARGE SCALE SHALL TAKE PRECEDENCE OVER THOSE TO A SMALLER SCALE. 4. ALL THE DIMENSIONS ARE UNFINISHED DIMENSIONS UNLESS OTHERWISE MENTIONED. 5. ALL AMBIGUITY SHALL BE BROUGHT TO THE NOTICE OF ARCHITECT IMMEDIATELY.
KEY PLAN/ LOCATION:
B
A
FINISHES SCHEDULE: FLOOR FINISHES F1 : KOTA STONE 600 X 400 F2 : TILE 600 X 600
WALL FINISHES W1 : 25 MM THICK PLASTER W2 : WALL TILE 600 X 600
CELLING FINISHES C1 : EXPOSE CONCRETE C2 : 25 MM THK PLASTER
LEGENDS BRICK MASONRY CONCRETE / RCC
STONE RUBBLE MASONARY OVERHEAD BEAM @3070 OVERHANG SUNK SLAB
B
A OPEN TO SKY
DOUBLE VOLUME
6
4
3
2
PCC
1
BBCC COMPACTED EARTH LIGHTWEIGHT MATERIAL (CINDER FILLING) FINISHED LEVEL UNFINISHED LEVEL
X SECTION CUT
X
ELEVATION VIEW
1
GRID LINE
PRODUCED BY AN AUTODESK STUDENT VERSION
R
1895
450
REVISION 1
2
3
4
R
R
2
1
1
2
3
4
5
1
2
R
2
535
3
4
2
2
2
3
3
3
R
R
R
5
1475
1005
6
7
8
NO.
9
1890
1370
600
R
1
2
3
4
R
R
2
2
3
4
5
1
1
2
2
2
3
3
3
1
R
R
R
2
SCALE:1 : 100
535
3
1552
7
2560
SEMESTER: VI
2770 2490
4
6
DESCRIPTION
SECTIONS
R
2
5
DATE
DATE : 19/06/2020
8
9 R
NIDC KAILSHREE GADANI 17BAR051
6
4
3
2
1
INSTITUTE OF ARCHITECTURE & PLANNING,NIRMA UNI. W.DRG. NO.
A201
31
ELEVATION +17250 OHWT TOP ELEVATION +14250 OHWT BOTTOM
ELEVATION +10600 PARAPET TOP ELEVATION +9750 UNFINISHED TERRACE FLOOR. ELEVATION +8600 U.F. BEAM BOTTOM OF S. F. ELEVATION +5250 UNFINISHED FIRST FLOOR
ELEVATION +4250 U.F. BEAM BOTTOM OF FF ELEVATION+750 PLINTH
PRODUCED BY AN AUTODESK STUDENT VERSION
ELEVATION +000 EXISTING GROUND
ELEVATION +8600 PARAPET TOP ELEVATION +7750 UNFINISHED FIRST FLOOR ELEVATION +7150 U.F. BEAM BOTTOM OF SF ELEVATION+4250 UNFINISHED FF. ELEVATION +3650 U.F. BEAM BOTTOM OF FF ELEVATION+750 PLINTH ELEVATION +0 EXISTING GROUND
ELEVATION +17250 OHWT TOP ELEVATION +14250 OHWT BOTTOM ELEVATION +8600 PARAPET TOP ELEVATION +7750 UNFINISHED FIRST FLOOR ELEVATION +7150 U.F. BEAM BOTTOM OF SF
ELEVATION +3650 U.F. BEAM BOTTOM OF FF ELEVATION+750 PLINTH ELEVATION - 450 EXISTING GROUND
32
750 750
2275 3350
750625
8600
7000
150
600
2900 3350
850
150 850
600850
WEST ELEVATION
EAST ELEVATION
NORTH ELEVATION
33
TYPICAL WALL SECTION
450
TERRACE
150
SKIRTING IN E;EVATION CHINA MOSIAC 20 MM THK BASE LAYER 40 MM THK BEDDING FILLING LAID TO SLOP
125
RCC TO RQD SLOP PRE CAST RCC COPING 12 MM THK LIME PLASTER SOLDIER POSITION BRK ONE BRK THK PARAPET
LIGHT WEIGHT FILLING WATER PROOFING 1 BRK THK SHELL 750 DEEP RCC BEAM PLASTER LINE IN ELEVATION
LIGHT WEIGHT FILLING WATER PROOFING 1 BRK THK SHELL 750 DEEP RCC BEAM PLASTER LINE IN ELEVATION
3410
LIME PLASTER
WOODEN LOUVRED DOOR
STONE WALL RAILING 5MM THK 40 MM THK BEDDING PRE CAST RCC FLOOR SIMPLY SUPPORTED
CORRIDOR
20 MM THK BASE COAT 20 MM THK STONE FLOORING 75 MM SKIRTING IN ELEVATION 10 MM GROOVE
775
LVL +3180
150
I SECTION
LIGHT WEIGHT FILLING WATER PROOFING 1 BRK THK SHELL 750 DEEP RCC BEAM PLASTER LINE IN ELEVATION
1990
750 DEEP RCC BEAM IN ELEVATION
3410
LIME PLASTER
850
40 MM THK BEDDING 40 MM THK BEDDING 20 MM THK BASE COAT 20 MM THK KOTA STONE FLOORING 75 MM SKIRTING
150 THK BBCC LAYER
570
150 THK RCC GRADE SLAB
20 MM THK BASE COAT 20 MM THK KOTA STONE FLOORING 75 MM SKIRTING IN ELEVATION
10 MM GROOVE
200 THK COMPACTED LAYER
LVL -1050
34
3D REPRESENTATION OF WALL SECTION
PRODUCED BY AN AUTODESK STUDENT VERSION
35
PRODUCED BY AN AUTODESK STUDENT VERSION
GENERAL NOTES:
THIS DRAWING AND DESIGN ARE THE SOLE PROPERTY OF KAILSHREE GADANI AND SHALL NOT BE TRACED, COPIED, LENT, REPRODUCED, MODIFIED OR MADE UNAUTHORISED USE IN ANY MANNER WITHOUT THE WRITTEN CONSENT OF THE FIRM.
STAIRCASE
1. ALL THE DIMENSION ARE IN MM. 2. ALL THE DIMENSIONS SHALL BE READ AND NOT SCALED. 3. DIMENSIONS IN DRAWINGS TO A LARGE SCALE SHALL TAKE PRECEDENCE OVER THOSE TO A SMALLER SCALE. 4. ALL THE DIMENSIONS ARE UNFINISHED DIMENSIONS UNLESS OTHERWISE MENTIONED. 5. ALL AMBIGUITY SHALL BE BROUGHT TO THE NOTICE OF ARCHITECT IMMEDIATELY.
KEY PLAN/ LOCATION: 16475 10975 3341 600
5500
2
3608
2253
2949
1165
7m
5942
6826
600
5500
UP
H
33
2
600
6
6
DOOR/WINDOW SCHEDULE: DOOR SCHEDULE
1165
MARK 9 EQUAL TREADS
5
SILL
LINT.
QTY.
2050 X 1210
0
+3070
10
2050 X 1810
SIZE
0
+3070
8
2972
5
D1 D2
2207
+2090 +2060 SECOND LANDING WINDOW SCHEDULE MARK
12
200
4
13
14
15
16
17
18
19
20
21
22
4
23
LINT.
2730 X 1210
+170
+3070
34
2730 X 1670
+170
+3070
11
SIZE
QTY.
V1 V2
24 25 26
2961
3162
10505
27
+1762 +1762
29
FIRST LANDING
LIFT WELL 2800 X 2500 MM
PASSAGE 5500 MM WIDE +50 +00 S.B. + 4350
28
WELL 3400 X 2961 MM
PRODUCED BY AN AUTODESK STUDENT VERSION
FINISHES SCHEDULE: FLOOR FINISHES
30
F1 : KOTA STONE 600 X 400
31
F2 : TILE 600 X 600
32 33
3
200
PRODUCED BY AN AUTODESK STUDENT VERSION
SILL
W1 W2
11
10
9
8
7
6
5
4
3
2
3
1
WALL FINISHES W1 : EXPLOSED RUBBLE STONE W2 : 25 MM THK PLASTER
CELLING FINISHES
2007
2207
C1 : JACK ARCH C2 : 25 MM THK PLASTER
1'
1 UP
LEGENDS OVERHEAD I SECTION BEAM
2
OVERHEAD I SECTION BEAM OVERHANG
10 EQUAL TREADS
765
1165
200
BRICK MASONRY
2
SUNK SLAB
600
CONCRETE / RCC
1
OPEN TO SKY
1
DOUBLE VOLUME PCC BBCC
700
COMPACTED EARTH KOTA STONE
A
600 MM THK EXPOSED RUBBLE STONE WALL
B
MILD STEEL
EXPOSED RCC COLUMN
C
D
E
FINISHED LEVEL UNFINISHED LEVEL
C
2'
GROUND FLOOR PLAN
NO.
DATE
DESCRIPTION
REVISION GENERAL NOTES: THIS DRAWING AND DESIGN ARE THE SOLE GROUND FLOOR PLAN PROPERTY OF KAILSHREE GADANI AND SHALL NOT BE
PRODUCED BY AN AUTODESK STUDENT VERSION
1:20 SCALE
TRACED, COPIED, LENT, REPRODUCED, MODIFIED OR SCALE:1 : 20 (PLAN) MADE UNAUTHORISED USE IN ANY MANNER WITHOUT THE WRITTEN CONSENT OF THE FIRM. DATE : 13/06/2020 SEMESTER: VI 1. ALL THE DIMENSION ARE IN MM. 2. ALL THE DIMENSIONS SHALL BE READ AND NOT SCALED. 3. DIMENSIONS IN DRAWINGS TO A LARGE SCALE SHALL TAKE PRECEDENCE OVER THOSE TO A SMALLER SCALE.
NIDC
4. ALL THE DIMENSIONS ARE UNFINISHED KAILSHREE GADANI 17BAR051
150 MM THK CONRETE SLAB
+6332 +6332
PLANNING, NIRMA UNIVERSITY KEY PLAN/ LOCATION:
1320
CINDER FILLING
DIMENSIONS UNLESS OTHERWISE MENTIONED. 5. ALL AMBIGUITY SHALL BE BROUGHT TO THE OF ARCHITECT IMMEDIATELY. INSTITUTE NOTICE OF ARCHITECTURE &
W.DRG. NO.
1 BRK THK JACK ARCH
A401
+13780 +13710
600
PRODUCED BY AN AUTODESK STUDENT VERSION
CONCRETE BEAM
DOOR/WINDOW SCHEDULE: DOOR SCHEDULE FIXED
MARK
RUBBLE STONE WALL IN ELEVATION
SILL
LINT.
QTY.
D1
2050 X 1210
0
+3070
10
D2
2050 X 1810
SIZE
0
+3070
8
80 X 50 MM WIDE STEEL HANDRAIL STEEL HANDRAIL
+9210 +9140
WINDOW SCHEDULE MARK
SILL
LINT.
W1
2730 X 1210
+170
+3070
34
W2
2730 X 1670
+170
+3070
11
SIZE
QTY.
V1
PRODUCED BY AN AUTODESK STUDENT VERSION
PRODUCED BY AN AUTODESK STUDENT VERSION
V2
FINISHES SCHEDULE:
METAL I-SECTION
DETAIL E
FLOOR FINISHES
+6332 +6332
F1 : KOTA STONE 600 X 400 F2 : TILE 600 X 600
METAL C-SECTION
WALL FINISHES
STEEL METAL TREAD
W1 : 25 MM THICK PLASTER W2 : WALL TILE 600 X 600
CELLING FINISHES
+4640 +4570
C1 : EXPOSE CONCRETE C2 : 25 MM THK PLASTER
CONCRETE BEAM
LEGENDS BRICK MASONRY OVERHEAD I SECTION BEAM OVERHEAD I SECTION BEAM OVERHANG SUNK SLAB CONCRETE / RCC OPEN TO SKY
20 MM THK KOTA STONE FLOORING 10 MM THK CEMENT MORTAR
DOUBLE VOLUME
+1762 +1762
PCC 11
BBCC
10
COMPACTED EARTH
9
20 MM THK BED MORTAR
KOTA STONE
8 7
MILD STEEL
6 5
FINISHED LEVEL UNFINISHED LEVEL
4 3
150 MM THICK PLINTH SLAB
2 1
DETAIL F
150 MM THICK PCC
+50 +00
NO.
DATE
DESCRIPTION
REVISION STAIRCASE 1 (SECTION AA')
20 MM THK WATERPROOFING
SCALE:1 : 20 (SECTIONS) 1 : 5 (DETAILS)
COMPACTED EARTH
SEMESTER: VI
DATE : 07/04/2020
NIDC KAILSHREE GADANI
17BAR051
INSTITUTE OF ARCHITECTURE & PLANNING, NIRMA UNIVERSITY
36
W.DRG. NO.
A403
PRODUCED BY AN AUTODESK STUDENT VERSION
PRODUCED BY AN AUTODESK STUDENT VERSION
GENERAL NOTES:
THIS DRAWING AND DESIGN ARE THE SOLE PROPERTY OF KAILSHREE GADANI AND SHALL NOT BE TRACED, COPIED, LENT, REPRODUCED, MODIFIED OR MADE UNAUTHORISED USE IN ANY MANNER WITHOUT THE WRITTEN CONSENT OF THE FIRM. 1. ALL THE DIMENSION ARE IN MM. 2. ALL THE DIMENSIONS SHALL BE READ AND NOT SCALED. 3. DIMENSIONS IN DRAWINGS TO A LARGE SCALE SHALL TAKE PRECEDENCE OVER THOSE TO A SMALLER SCALE. 4. ALL THE DIMENSIONS ARE UNFINISHED DIMENSIONS UNLESS OTHERWISE MENTIONED. 5. ALL AMBIGUITY SHALL BE BROUGHT TO THE NOTICE OF ARCHITECT IMMEDIATELY.
150 MM THK CONRETE SLAB CINDER FILLING
KEY PLAN/ LOCATION:
150
150 749
CONCRETE BEAM
749
1 BRK THK JACK ARCH
DOOR SCHEDULE
813
813
DOOR/WINDOW SCHEDULE:
CONCRETE COLUMN
MARK
LINT.
QTY.
2050 X 1210
0
+3070
10
2050 X 1810
SIZE
0
+3070
8
2047
2047
CONCRETE BEAM
SILL
D1 D2
CONCRETE BEAM
WINDOW SCHEDULE 140
MARK
450 590
DETAIL G
SILL
LINT.
W1
2730 X 1210
+170
+3070
34
W2
2730 X 1670
+170
+3070
11
SIZE
QTY.
V1
4050
FINISHES SCHEDULE: 12899
950
METAL I-SECTION
1000
50
2400
PRODUCED BY AN AUTODESK STUDENT VERSION
PRODUCED BY AN AUTODESK STUDENT VERSION
V2
FLOOR FINISHES F1 : KOTA STONE 600 X 400
223
METAL C-SECTION
F2 : TILE 600 X 600
150
STEEL METAL TREAD
WALL FINISHES
220
1427
W1 : 25 MM THICK PLASTER
765
80
W2 : WALL TILE 600 X 600
80
2247
CELLING FINISHES C1 : EXPOSE CONCRETE C2 : 25 MM THK PLASTER
450
450
CONCRETE BEAM
LEGENDS BRICK MASONRY OVERHEAD I SECTION BEAM
2400
OVERHEAD I SECTION BEAM OVERHANG SUNK SLAB CONCRETE / RCC
20 MM THK KOTA STONE FLOORING
4050
OPEN TO SKY
10 MM THK CEMENT MORTAR
DOUBLE VOLUME PCC BBCC
223
20 MM THK BED MORTAR
COMPACTED EARTH KOTA STONE
1427
MILD STEEL FINISHED LEVEL UNFINISHED LEVEL
150 MM THICK PLINTH SLAB NO.
DATE
DESCRIPTION
750
REVISION
450
750
150 150
150 MM THICK PCC 20 MM THK PLASTER WITH WATERPROOFING
STAIRCASE 1 (SECTION AA')
COMPACTED EARTH
SCALE:1 : 20 (SECTIONS) 1 : 5 (DETAILS) SEMESTER: VI
DATE : 07/04/2020
NIDC KAILSHREE GADANI
17BAR051
INSTITUTE OF ARCHITECTURE & PLANNING, NIRMA UNIVERSITY W.DRG. NO.
A404
PRODUCED BY AN AUTODESK STUDENT VERSION PRODUCED BY AN AUTODESK STUDENT VERSION
GENERAL NOTES: THIS DRAWING AND DESIGN ARE THE SOLE PROPERTY OF KAILSHREE GADANI AND SHALL NOT BE TRACED, COPIED, LENT, REPRODUCED, MODIFIED OR MADE UNAUTHORISED USE IN ANY MANNER WITHOUT THE WRITTEN CONSENT OF THE FIRM. CONCRETE FILLED TREAD
1. ALL THE DIMENSION ARE IN MM. 2. ALL THE DIMENSIONS SHALL BE READ AND NOT SCALED 3. DIMENSIONS IN DRAWINGS TO A LARGE SCALE SHALL TAKE PRECEDENCE OVER THOSE TO A SMALLER SCALE. 4. ALL THE DIMENSIONS ARE UNFINISHED DIMENSIONS UNLESS OTHERWISE MENTIONED. 5. ALL AMBIGUITY SHALL BE BROUGHT TO THE NOTICE OF ARCHITECT IMMEDIATELY.
I SECTION BEAM RCC LANDING BOLTS
STRINGER BEAM ( C SECTION)
I SECTION BEAM
ANGLE TO STRINGER
KEY PLAN/ LOCATION:
STRINGER BEAM IN ELEVATION
DETAIL A SCALE 1:5
DETAIL C SCALE 1:5
CLAMP STUDDED TO THE FLOOR
DOOR/WINDOW SCHEDULE
DETAIL E SCALE 1:5
DOOR SCHEDULE MARK
SIZE
SILL
LINT.
QTY.
STRINGER BEAM WINDOW SCHEDULE
120 MM HIGH KOTA STONE SKIRTING
ANKHOR FASTNER
MARK
SIZE
LINT. QTY.
SILL
230 MM THK BRICK WALL 5MM THK METAL CLAMP ANCHORED TO THE FLOOR
10 MM THK MORTAR 75 X 75MM VATA 80 MM THK BBCC 2-5 MM THK WATERPROOFING LAYER
BOLTS 25 MM THK KOTA STONE FLOORING 10 MM THK BED MORTAR
75 X 75MM FILLET
150 MM THK GRADE SLAB
150 MM THK RCC SLAB
FINISHES SCHEDULE: FLOOR FINISHES
150 MM THK PCC
2O MM THK PLASTER WITH WATERPROOFING
DETAIL B SCALE 1:5
COMPACTED EARTH
F1 : KOTA STONE 600 X 400 F2 : TILE 600 X 600
WALL FINISHES W1 : 25 MM THICK PLASTER W2 : EXPOSED RUBBLE STONE
BRICKS FOR STEP FOUNDATION CELLING FINISHES
DETAIL F SCALE 1:5
DETAIL D SCALE 1:5
PRODUCED BY AN AUTODESK STUDENT VERSION
C1 : JACK ARCH ROOF C2 : 25 MM THK PLASTER
LEGENDS RANDOM RUBBLE OVERHEAD BEAM OVERHEAD BEAM @3070 OVERHANG SUNK SLAB CONCRETE / RCC
25 7
10
OPEN TO SKY DOUBLE VOLUME
METAL FOLDED TREAD 50 X 60 MM STEEL HANDRAIL
7
20 MM THK HOLLOW M.S. BALUSTER
PCC BBCC
20 MM THK HOLLOW M.S. BALUSTER
VELDED JOINT
COMPACTED EARTH LIGHTWEIGHT MATERIAL
VELDED JOINT
18
CONCRETE FILLED TREAD
60
MILD STEEL FINISHED LEVEL UNFINISHED LEVEL
10 MM THK ANCHOR BOLT
REVISION
5 MM THK STEEL PLATE
8
STEEL BENT AND WELDED WITH STRINGER BEAM
8
PRODUCED BY AN AUTODESK STUDENT VERSION
10 MM THK CHINA MOSIAC TILE
25
107
5
RCC NO.
DATE
DESCRIPTION
STAIRCASE 2 (DETAILING) SCALE:1 : 5 AND 1 : 2 SEMESTER: VI
BOLT
STRINGER BEAM IN ELEVATION
DETAIL G SCALE 1:5
DATE : 12/06/2020
NIDC SCALE 1:5
DETAIL H
SCALE 1:2
DETAIL I
KAILSHREE GADANI 17BAR051 INSTITUTE OF ARCHITECTURE & PLANNING,NIRMA UNI. W.DRG. NO.
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