TECHNICAL PORTFOLIO ARCHITECTURE PALAK P. SHAH
CONTENTS ACADEMIC WORKS Construction Portal Frames Folded plates Fabric Structure Space frames Shell structure
Working Drawings - Selected Foundation layout Basement layout Typical floor layout Section and details Staircase details
PROFESSIONAL WORKS Plaza and typical details - Sports Arena Lake Grading levels and culvert details Fabrication drawing and details
A C A D E M I C W O R K S BUILDING CONSTRUCTION
Portal Frames Folded plates Fabric Structure Space frames Shell structure
TIMBER PORTAL FRAMES
1
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT 150
15 24
METAL FLASHING 5MM THK
10
100
TIMBER GIRDER 150X200 @3600MM C/C
TIMBER FRAMEWORK VERTICAL MEMBER 50MM THK
00
1000
300
SCALE - 1:10
CLADDING DETAIL
TIMBER BOARDING 150 X 25 X 1500
50
180
TIMBER BEAM 450 X 300MM
A
150 600
SCALE - 1:250
600
METAL GUTTER 200 X 150MM 200
BRICK WALL 230MM THK TIMBER LINTEL 150 X 230MM
5640
R2
10
0
0
30
8600
350
B R4
GLASS CLADDING
GLASS DOOR 12MM THK HINGE
RCC STUB COLUMN 600 X 600MM
LAMINATED PLYWOOD MEMBERS GLUED TO EACH OTHER
M.S. U CHANNEL
SCARF JOINT 240MM LENGTH FOR TENSILE MEMBERS
FINISHED FLOOR LEVEL
KEY SECTION SCALE - 1:100
GROUND LEVEL
5
10
25
300
0
30
CLEAR GLASS 10MM THK TIMBER FRAMEWORK VERTICAL MEMBER 50MM THK
300
GLULAM PORTAL
DETAIL A
GLULAM TIMBER
SCALE - 1:10
SCALE - 1:10
TIMBER MULLION 160MM X 50MM
CURVED GLULAM PORTAL MEMBER 150MM X 300MM
3 LEAVED HINGE
GLULAM PORTAL MEMBER 150MM X 300MM
METAL PLATE CONNECTING HINGE TO COLUMN 550 X 400 X 25MM
200
WATERPROOFING 10MM THK
FINISHED FLOOR KOTA STONE 600 X 600
METAL GUTTER 200 X 150MM
12MM CONCRETE SCREED
TIMBER PLATE 220 X 100MM
100MM PCC BED
GLULAM POTAL TIMBER BRACING MEMBER
TIMBER MULLION 50 THICK
150
TIMBER BUND WALL 150MM THK
KEY PLAN
PLYWOOD MEMBER 20MM THK EACH
100
1000 70 10
0 70
0
1070
TIMBER BEAM 450 X 300MM
METAL PLATE CONNECTING PORTAL AND BEAM 15 THK
230MM RUBBLE RAMMED EARTH PLINTH BEAM 200 X 350MM
BASE PLATE
75
0 70 10
0
10
0
157
150
METAL PLATE CONNECTING PORTAL AND THE BEAM
SCARF JOINT 120MM LENGTH FOR COMPRESSIVE MEMBERS
M.S. PLATE BOLTED TO THE GLULAM MEMBERS (220 X 180 X 15MM)
M.S. U CHANNEL SILICON FILLING SUPPORTING GLASS
50
TIMBER TRIANGULAR CLEAT
CLEAR GLASS 10MM THK 1000 X 1000 X 10MM
220
ANGLE CLEAT 50 X 75MM
SCALE - 1:20
TIMBER FRAMEWORK VERTICAL MEMBER 50MM THK
1070 0
DETAIL SECTION OF GLULAM TIMBER PORTAL
SPIDER FITTING FOR GLAZING 250 X 250MM
1000
70
6170
TIMBER JOISTS 75X150 @1500 C/C
75
1000
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
61
0
617
TIMBER BOARDING 150 X 25 X 1500
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
70
61
GLULAM PORTAL MEMBER SANDWICHED BETWEEN 2 CURVED MEMBERS 150MM X 300MM
00
TIMBER JOISTS 75X100 @1500MM C/C
GLULAM MEMBER BRACED TO CONNECT THE CURVED MEMBERS CURVED GLULAM PORTAL MEMBER 150MM X 300MM
153
AIR GAP 100MM FOR INSULATION
100
0
METAL FLASHING 5MM THK
TIMBER BOARDING 150 X 25 X 1500
M.S. PLATE BOLTED TO THE GLULAM MEMBERS (220 X 180 X 15MM)
30
SCALE - 1:250
1070
TIMBER BOARDING 150 X 25 X 1500 TIMBER JOISTS 75X150 @1500 C/C
NORTH ELEVATION
0
WATERPROOFING 10MM THK
150
30
1000
8600
5640
0
1070
SCALE - 1:5
TIMBER JOISTS 75X100 @1500MM C/C
75
SCALE - 1:5
22
DOOR PATCH DETAIL
10
200
450
SPIDER FITTING 250 X 250MM
50
SPIDER FITTING
50
M.S. PLATE BOLTED TO THE GLULAM MEMBERS (220 X 180 X 15MM)
AIR GAP 100MM FOR INSULATION
150
55
37
250
19
25
5
640
19
CLEAR GLASS 10MM THK 1000 X 1000 X 10MM
WATERPROOFING 10MM THK
75
55
310
250
75
TIMBER BEAM 450 X 300MM
5 LEAVED HINGE
STUB COLUMN 600 X 600MM
METAL PLATE CONNECTING HINGE TO COLUMN 550 X 400 X 25MM
MAIN R/F 20MM DIA M.S LINK 10MM DIA GROUND LEVEL
FINISHED FLOOR KOTA STONE 600 X 600
RCC FOOTING
12MM CONCRETE SCREED 100MM PCC BED
PCC BED 150MM
HINGE DETAIL SCALE - 1:10
20MM BOLT
GLULAM PORTAL BRICK WALL 230 THK
DETAIL B SCALE - 1:10
230
FOLDED PLATES
2
1500
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
B
FOLDED PLATE SLAB
FOLDED PLATE COLUMN
A
C
16Ø LINKS
PRECAST RCC GUTTER
25Ø MAIN REINFORCEMENT
50MM IPS
3000
DIAPHRAGM BEAM
CROSS SECTION
150MM PCC
30
FOLDED PLATE SLAB
7500
7500
GI GRATING
3000 1000
SCALE - 1:250
300 THICK RCC FOLDED PLATE SLAB
0
300 THICK RCC FOLDED PLATE SLAB
230MM RUBBLE SOLING
25Ø CRANKED REINFORCEMENT @150MM C/C
COMPACTED EARTH
350
4500
LONGITUDINAL SECTION
25Ø REINFORCEMENT
550
300
3000
D
3000 4525
5500
FOLDED PLATE SLAB
SCALE - 1:250 2500
6000
6000
2100 2400
230MM RUBBLE SOLING
230
7000
150
150MM PCC 6750
1500
6000
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
DIAPHRAGM BEAM
FOLDED PLATE SLAB 5530
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
5500
5300
49500
COMPACTED EARTH DIAPHRAGM BEAM
8500
DETAIL D
DETAIL B
SCALE - 1:20
SCALE - 1:20 4500
40000
SCALE - 1:250
25Ø CRANKED REINFORCEMENT
300
KEY PLAN
500
300 THICK RCC FOLDED PLATE SLAB 300
300
DIAPHRAGM BEAM
ENTRANCE PAVILLION FOLDED PLATE STRUCTURE
25 THICK COVER 1750
2000
MAIN ROAD
FOLDED PLATE SLAB 25ØMAIN REINFORCEMENT BARS DIAPHRAGM BEAM 300
KEY PLAN SCALE - 1:1000
DETAIL C SCALE - 1:20
DETAIL A
300
SCALE - 1:20
SCALE
UNIVERSITY EXAMINER'S
FACULTY'S SIGNATURE
KAMLA
FABRIC STRUCTURE
3
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
TENSILE MEMBRANE
E
TENSILE MEMBRANE
120ØSTEEL PIPE
120ØSTEEL MAIN PIPES
HUB CONNECTOR
CONCRETE PEDASTAL
CONNECTING BOLTS
B
SECTION AA'
120ØSTEEL PIPE STEEL CLAMP
ELEVATION
SCALE - 1:250
SCALE - 1:250
DETAIL E
120ØSTEEL PIPE
120ØSTEEL PIPE RESISTOR
HUB CONNECTOR
120ØCONNECTOR PIPE
TENSILE MEMBRANE
ANCHOR BOLTS
120ØMAIN STEEL PIPE
300 WIDE STEPS
CONCRETE PEDASTAL
PLINTH 120ØSTEEL MAIN PIPES
TENSILE MEMBRANE PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
SCALE - 1:20
DETAIL D
PART DETAIL B
SCALE - 1:20
SCALE - 1:10 120ØSTEEL PIPE
PERFORMANCE AREA
HUB CONNECTOR
120ØSTEEL PIPE RESISTOR
ANCHOR BOLTS
120ØCONNECTOR PIPE
PCC LAYER CONCRETE PEDASTAL
TENSILE MEMBRANE 120ØMAIN STEEL PIPE
DETAIL C
A
SCALE - 1:20 PCC LAYER 20x40x50 STEEL SPACER PIECE
KEY PLAN
20Ø STEEL ROD
DETAIL B
SCALE - 1:250
TENSILE MEMBRANE
SCALE - 1:20
D
ANCHOR BOLTS
C
STEEL PLATES
120ØMAIN STEEL PIPE CATENARY CABLE
120Ø STEEL PIPE GROUND LEVEL
CONCRETE PEDASTAL
ELEVATION
DETAIL A
SCALE - 1:250
SCALE - 1:20
DETAIL SCALE - 1:5
SCALE
UNIVERSITY EXAMINER'S
FACULTY'S SIGNATURE
KAMLA
SPACE FRAMES
4
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
200
SPACE FRAME CANOPY 10
SEALANT
TERRACE LEVEL
60Ø STEEL PIPE
18MM THICK TOUGHENED GLASS WITH UV FILTERATION LAYERS
75Ø STEEL PIPE
60
HUB CONNECTOR 75
75
SPIDER CONNECTION FITTED TO THE HUB
100
HUB CONNECTION 75MM Ø STEEL PIPES WELDED CONNECTION
DETAIL A
SWIMMING POOL LEVEL
DETAIL B
SCALE - 1:5
SCALE - 1:5
KEY SECTION
400 1000
SCALE - 1:250
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
60
CONNECTOR HUB BOLT TO CONNECT THE HUB TO THE BASE PLATE
DETAIL E TERRACE PLAN
15 THICK BASE PLATE
SCALE - 1:10
18MM THICK TOUGHENED GLASS
A
400Ø STEEL SANCTION
SPIDER JOINT
D
DETAIL C
C
SCALE - 1:5
6000
300ØSTEEL STANCTION
00
60Ø STEEL STRUTS
B
10
GI GUTTER
400 500
400 1000
E
KEY SECTION
18MM THICK TOUGHENED GLASS
SCALE - 1:100 1200
SPIDER JOINT 1200
SPACE FRAME CANOPY 1200
GI GUTTER
1200
60Ø STEEL STRUTS
1200
1200
300ØSTEEL STANCTION
1200
18MM THICK TOUGHENED GLASS
KEY PLAN
1200
SPIDER JOINT 1200
1200
1200
1200
1200
1200
1200
1200
1200
1200
1200
GI GUTTER 260
MS∠ FOR GUTTER
HOLDING THE
75Ø STEEL PIPE 320
60Ø STEEL PIPE
DETAIL D SCALE - 1:5
1200
SCALE - 1:250
SCALE
UNIVERSITY EXAMINER'S
FACULTY'S SIGNATURE
KAMLA
SHELL STRUCTURE
5
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
25MM THK EXTERNAL PLASTER
A
GUTTER OPENABLE WINDOW
5407
230
2085
360 620 360 51
PLINTH BEAM 360MM X 400MM
GROUND LEVEL 470
Storage
450
750
STAGE
995
1900
4130
SEATING
1000
350MM DEEP GUTTER
0
230MM THK BRK WALL
PARAPET R/F 8MM Ø BARS 8 NOS RING BEAM 620MM X 360MM MAIN RING BEM R/F 16MM Ø BARS 6 NOS. EXTRA R/F GOING INTO SHELL 12MM Ø BARS 2 NOS
18
B
5195
SHELL TWO
RIBS RING BEAM 995
PARAPET
556
SHELL ONE WATER PROOF COVERING 20 MM GUTTER
SECTION A-A'
360 MM BRK WALL
460
SHELL ONE
ENTRY
699
LINE OF EAVES BEAM PARAPET
1300
30°
100
1345
0
46
PLINTH BEAM 320MM X 400MM
1075
100MM THK PCC BED RAMMED EARTH
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
RIBS
DETAIL B SCALE = 1:10
0
30
°
350MM DEEP GUTTER SHELL TWO 280
0
46
WATER PROOF COVERING 20 MM 16mm Ø R/F BARS
1000
1000
1000
25 72
174
=
5890
PLAN MIRRORS ALONG THIS LINE +0.0M
STAGE
415
1000
STORAGE
220
1000
8MM Ø R/F BARS WITH 15MM COVER
R
SEATING
90 90 R=
30°
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
SCALE = 1:50
+0.45M
PART PLAN AT LEVEL OF HIGHEST STEP
DETAIL A
SCALE = 1:50
SCALE = 1:10
DRIP MOULD 20MM Ø R/F BARS GOING INTO EAVES BEAM SCALE
UNIVERSITY EXAMINER'S
FACULTY'S SIGNATURE
KAMLA
A C A D E M I C W O R K S WORKING DRAWINGS
Foundation layout Basement layout Typical floor layout Section and details Staircase details
BASEMENT LAYOUT WD
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
4
3
2
1
5
7
6
8
10
9
11
12
14
13
MULTI UTILITY TOWER
15
NEXT TO BHAIDAS AUDITORIUM, ROAD 1, JUHU SCHEME, MUMBAI
KEY PLAN SCALE-1:2000 C - 01
C - 02
300X2000
C - 03
300X2000
C - 04
300X2000
C - 05
300X2000
300X2000
150MM PCC BED
PLENUM ROOM CAR PARKING AREA 22/23
20/21
16/17
18/19
14/15
12/13
W 10/11
8/9
6/7
5
4
3
250MM THK RAFT FOUNDATION
4
D-06 A-12
JUHU
1
W B-05 W
1
2
W
S.T.P
A B
230MM RUBBLE
C - 06
300X2000
-4M
2
300MM PCC
3
3MM THK POWER FLOAT
D-06 A-12
D-06 A-12
450MM THICK RCC RETAINING WALL
C
C
NMIMS COLLEGE
24
C - 07
D
C - 09
300X2000
C - 11
300X2000
C - 13
300X2000
C - 15
300X2000
C - 16
PROFILE OF THE BUILDING
300X2000
SPEED BREAKER
92
91
CAR PARKING AREA
89
90
88
86
87
D
300X2000
300MM WIDE GUTTER
-4M
VILE PARLE WEST
85
25/26
N
83/84
D-04 A-04
DEISEL GENERATOR ROOM
27/28 C - 20
20 21 22 23 24 25 26 27 28 29 30 31 32 33
C - 17
C - 19
300X2000
F
D-04 A-12
300X2000
W
1
18
W
UP
G H
17 16 15 14 13 12 11 10
29/30 W-07 A-09
A
W
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
FLOOR TRAP
I
2
4
108/109
J
77/78
300X2960
H
LIFT PIT C - 32
W-08 A-09
300X3430
9
7
8
6
5
4
C - 33
3
UP
D-03 A-04
2 1
D-04 A-12
GARBAGE ROOM
102/103
C - 43
C - 44
300X2000
BIKE PARKING AREA
C - 46
300X2000
300MM WIDE SCUPPER LAID TO SLOPE
FLOOR FINISH POWER FLOAT 3MM LAYER OVER 300MM PCC BED
-1.5M
75/76
J
73/74
C - 37
C - 40
300X2000
300X6895
104/105
300X2960
300X3430
I
400MM WIDE CURB
C - 35
300X2000
GARBAGE CHUTE PIT
C - 36
35/36
C - 34
300X2960 WET RISER
20 21 22 23 24 25 26 27 28 29 30 31 32 33
37/38
106/107
C - 21
300X5690
C - 30
18
K
A
-2M
3
19
C - 38
G
UP
300X2960
LIFT PIT
17 16 15 14 13 12 11 10
300X2000
DOWN
79/80
C - 29
W-08 A-09
300X6775
33/34
F
-4M
2
3
3
-4M
W-07 A-09
C - 31
5
300X3430
ELECTRICAL ROOM
300X600MM HATCH BOX
6
C - 27
300X2000
C - 47
300X2000
300X2000
FLUSING WATER TANK
K
RAINWATER TANK
REVISIONS NO
101 71/72
DOMESTIC WATER TANK 39/40
NOTES-
1.THIS DRAWING IS A PROPERTY OF THE ARCHITECT PALAK P. SHAH AND SHALL NOT BE COPIED BY ANY ONE IN PART OR IN WHOLE WITHOUT THE PERMISSION OF THE ARCHITECT IN WRITING HAVING BEEN OBTAINED FIRST. 2.ALL DIMENSIONS ARE IN MILLIMETERS 3.AMSL - AVERAGE MEAN SEA LEVEL AT VILE PARLE - 9.4M 4.TOTAL AREA OF PLOT - 4345 SQ.M. F.S.I. -1 15%RG - 630 SQ.M. 5%ROAD SETBACK - 200 SQ.M. 5.PARKING CALCULATIONS NO. OF FLATS ABOVE 75 SQMT = 28 (14-2BHK / 14-3BHK) NO. OF PARKING UNITS FOR RESIDENTIAL = 14X2 + 14X3 = 28+42= 70 NO. OF VISITOR PARKING = 25% OF 70 = 17 COMMERCIAL AREA = 1126 SQMT PROVIDING ONE UNIT PARKING PER 50 SQMT COMMERCIAL AREA NO. OF PARKING UNITS FOR COMMERCIAL = 1126 / 50 = 22.52 =23 UNITS TOTAL NO. OF PARKING UNITS REQUIRED = 70 + 17 + 23 = 110 UNITS
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
D-06 A-12
300MM WIDE SCUPPER LAID TO SLOPE
7
C - 26
300X2000
1
4
DIRECTION OF FLOW OF WATER
8
C - 28
W
W B-02 W
31/32
9
C - 24
300X2000
4
2
E
1
W B-03 W
19
ROAD SETBACK LINE
81/82 110
RAMP SLOPE 1:10
E
300X2000
SITE
GULMOHOR ROAD
A B
DATE
REVISION
115MM RCC THICK BAFFLE WALL
69/70
CAR PARKING AREA 93
L
94
C - 48
300X2000
5500X2500MM PARKING BAY
95
96
97
C - 50
98
100
101
C - 52
300X2000
FIRE TANK
C - 54
300X2000
C - 56
300X2000
C - 57
300X2000
L
300X2000
100MM WHITE PAINT OUTLINE INDICATING THE PARKING BAY
41/42
U.G.T
67/68
M
M
D-06 A-12
W
43/44
4
N O
45/46
47/48
49/50
51/52
53/54
55/56
57/58
59/60
61/62
63/64
PUMP ROOM W
65/66
1
W B-01 W W
D-02 A-12
230MM THICK INTERNAK BB MASONARY WALL
EXHAUST ROOM 2
1
W B-04 W 4
-4M C - 58
3
C - 59
300X2000
C - 60
300X2000
C - 61
300X2000
C - 62
300X2000
300X2000
C - 63
W
2
-4M
300X2000
WET RISER
WD-21112013-004
3
N O
BASEMENT PLAN
SUMP WITH A SUBMERSIBLE PUMP
BASEMENT PLAN SCALE
1
2
3
4
5
7
6
8
9
10
11
12
13
14
15
PLINTH LEVEL
PALAK P. SHAH
GROUND LEVEL
WORKING DRAWINGS
ELECTRICAL ROOM LIFT PIT DRIVEWAY 5770MM WIDE CAR PARKING
3MM POWER FLOAT WITH EPOXY COATING OVER 300MM PCC
DRIVEWAY 5500MM WIDE 300MM WIDE SCUPPER LAID TO SLOPE
CAR PARKING
150MM PIPE CARRYING SURFACE DRAINGE
SECTION AA' - 1:100
9000MM WIDE VEHICULAR RAMP FOR TWO WAY RAMP CAR PARKING
WATERPROOFING 450MM THK RETAINING WALL 300 DIA SHOR PILING @600MM C/C 250MM THK RAFT FOUNDATION 200MM PCC BED 230MM RUBBLE PACKING RAMMED EARTH
DATE - 21.11.2013
UNIVERSITY EXAMINER'S SIGNATURE
ROLL NUMBER - 526
FACULTY'S SIGNATURE
KAMLA
K
RAHEJA
R
VIDYANIDHI
V
FOR
I
ARCHITECTURE
A
INSTITUTE
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
SCALE
N
SCALE-1:100
- 1:100
GROUND FLOOR LAYOUT WD
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
MULTI UTILITY TOWER NEXT TO BHAIDAS AUDITORIUM, ROAD 1, JUHU SCHEME, MUMBAI
5
3
7
6
10
8
KEY PLAN
12
SCALE-1:2000
JUHU GULMOHOR ROAD
RECHARGE PIT
SECURITY CABIN SURFACE DRAINAGE
AIR SUPPLY DUCT FOR S.T.P
SITE
EXHAUST DUCT FOR D.G
ENTRY
NMIMS COLLEGE
150 SLAB OF THE BASEMENT
DRIVEWAY SOIL BEDDING
VILE PARLE WEST
0M 600x600x100MM THK GRASS INTERLOCKING PAVERS
C
0.15M
ENTRANCE TO SHOP 1
ROAD SETBACK LINE
ENTRANCE TO SHOP 2
DRIVEWAY
C - 09
D-05 A-12
300X2000
C - 13
300X2000
C - 15
D-05 A-12
300X2000
D
300X2000
C - 11
300X2000
W-14 A-12
W-15 A-12
W-15 A-12
W-14 A-12
15MM THK CONCRETE SCREED
W1
D-03 A-05
0.9M
W4 G-01 W2
W-13 A-12
SHOWROOM 1
25MM THK CONCRETE MORTAR
C - 20
E
10
900X900 CERAMIC TILING
9
8
7
6
5
4
3
2
D-04 A-12
DOWN
300X2000
0M
300X3430
0M
F
D-03 A-12 D-03 A-12
D-03 A-12
C - 28
CANOPY ABOVE 0M
TO ABOVE FLOORS
300X2000
C - 24
300X2000
DATA CABLE DUCT
D-04 A-12 W-08 A-09
E
C - 26
ELECTRICAL DUCT
RECREATIONAL GROUND
G
C - 29
300X2960
RECEPTION
0.9M
0.15M
LIFT
W1
H
300X5690
W3
C - 30
300X300MM CERAMIC TILES
RESIDENTIAL ENTRY
H
C - 21
W4 G-06 W2
600x600x100MM THK GRASS INTERLOCKING PAVERS
300X2960
LIFT C - 32
I
I
300X3430
W-07 A-09
14 15 16 17 18 19 20 21 22 23 24 25 26 27 28
W-08 A-09
W-06 A-05
D-01 A-12
UP
0.9M
WET RISER
C - 33
RAMP BELOW THE R.G.
300X2960
D-03 A-12
GARBAGE ROOM
D-03 A-05
DN
J
10
9
8
7
6
5
4
3
2
K
DUCT
D-03 A-12
D-03 D-03 A-12 A-12 C - 38
300X2000
C - 40
D-03 A-12
300X2000
W4 G-05 W2
C - 42
300X2000
WASHROOM
0.9M
W3
0M
J
D-03 A-05 D-03 A-05
D-03 A-05
WASHROOM
REVISIONS
D-07 A-12 W1
GARBAGE CHUTE PIT
D-03 A-12
300X3430
0.45M
RAMP
D-01 A-12
1
C - 36
0M
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
G
14 15 16 17 18 19 20 21 22 23 24 25 26 27 28
TO BASEMENT
D-03 A-12
UP W-07 A-09
D-03 A-12
1
C - 19
F
SHOWROOM 2
DUCT
D-03 A-05
300X2000
C - 17
W3
D-03 A-12
D-03 A-05 300X2000
0.9M
W4 G-02 W2
D-03 A-12
WASHROOM
W3
W1
D-03 A-12
WASHROOM
NOTES-
1.THIS DRAWING IS A PROPERTY OF THE ARCHITECT PALAK P. SHAH AND SHALL NOT BE COPIED BY ANY ONE IN PART OR IN WHOLE WITHOUT THE PERMISSION OF THE ARCHITECT IN WRITING HAVING BEEN OBTAINED FIRST. 2.ALL DIMENSIONS ARE IN MILLIMETERS 3.AMSL - AVERAGE MEAN SEA LEVEL AT VILE PARLE - 9.4M 4.TOTAL AREA OF PLOT - 4345 SQ.M. F.S.I. -1 15%RG - 630 SQ.M. 5%ROAD SETBACK - 200 SQ.M.
W-14 A-12
W-14 A-12
150MM THK BASEMENT SLAB
RECREATIONAL GROUND
N
0.9M C - 07
D
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
C
PATHWAY
C - 44
D-03 A-05
C - 46
300X2000
D-03 A-05
300X2000
300x300x100MM THK INTERLOCKING CONCRETE PAVER TILES OVER THE RAMP COVER
W1 W4 G-03 W2
DATE
REVISION
K
SHOWROOM 3
D-03 A-05
NO
0.9M
W3
W-13 A-12
PATHWAY
SHOWROOM 4 W1
0M
W4 G-04 W2
0.15M
0.9M
W3
W-14 A-12
W-14 A-12
W-14 A-12
W-15 A-12
C - 50
300X2000
L
D-05 A-12
C - 48
300X2000
W-15 A-12
C - 52
300X2000
W-14 A-12
C - 56
D-05 A-12
300X2000
L
100MM THK INTERLOCKING CONCRETE PAVER BLOCKS OVER THE RAMP COVER
C - 54
0.9M
300X2000
600x600x100MM THK GRASS INTERLOCKING PAVERS
ENTRANCE TO SHOP 4
M
ENTRANCE TO SHOP 3
PATHWAY
0.15M
WD-21112013-005
M
0M
SIEMEESE CONNECTION
EXIT
TO THE RAMP
DRIVEWAY
GROUND FLOOR PLAN N
SCALE-1:100 RECHARGE PIT
PALAK P. SHAH WORKING DRAWINGS DATE - 21.11.2013
3
5
6
7
8
10
GROUND FLOOR PLAN - 1:100
UNIVERSITY EXAMINER'S SIGNATURE
FACULTY'S SIGNATURE
KAMLA
K
RAHEJA
R
VIDYANIDHI
V
FOR
I
ARCHITECTURE
A
INSTITUTE
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
SCALE
12
ROLL NUMBER - 526
TYPICAL FLOOR LAYOUT WD
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
MULTI UTILITY TOWER NEXT TO BHAIDAS AUDITORIUM, ROAD 1, JUHU SCHEME, MUMBAI
KEY PLAN
W-02 A-09
SCALE-1:2000
JUHU
5
7
6
8
10
9
11
GULMOHOR ROAD
4
3
12 W1
W-01 A-09
W-01 A-09
22M
W4 R-12 W2 W3
W-01 A-09
W-06 A-09
D-03 A-09
STUDY
BED
4M X 2.8M
4.4M X 4M
W1
LIVING
W-06 A-09
NMIMS COLLEGE
22M
W4 R-11 W2
D-03 A-09
W3
7.2M X 4M
SITE
WC 2M X 1.5M
W1
W-03 A-09
22M
W4 R-08 W2
1200X1200MM GRANITE TILING
C
C - 66
WATERPROOFING LAYER
C - 67
300X1000
300X1000
150MM THK RCC SLAB
BED
W-05 A-09
W-02 A-12
450MM THK BRICKBAT COBA
C
VILE PARLE WEST
D-02 A-09
25MM THK CEMENT MORTAR W-02 A-09
W-04 A-09
D-02 A-09
W3
BED
4.4M X 4m
W1
WC 2.6M X 1.5M
4.4M X 4m
22M
W4 R-14 W2
D-03 A-09
W-03 A-09
DINING
BED
W3
4.5M X 3M
WC
D-03 A-09
4.3M X 4M
W-04 A-09
N
2M X 1.5M
W1 W1
C - 07
D
W4 R-05 W2
300X2000
W-01 A-09
22M
W3
C - 08
300X2000
D-03 A-09
WC W-04 A-09
22M
W1
W3
W1
D-02 A-09
W4 R-11 W2
7.2M X 4M
W3
22M
W1
C - 20
2M X 1.5M
W1
22M
300X2000
2M X 1.5M
D-03 A-12
4.3M X 4M
D-01 A-12
W4 R-09 W2
W4 R-06 W2
KITCHEN
22M
LANDING
4.4M X 3.3M
C - 18
W3
W1
300X2000
C - 17
W4 R-03 W2
300X2000
DN
22M
D-04 A-12
D-02 A-12
UP W
MID LANDING
G
R-27 W2
D-03 A-12
W3
C - 28
W-07 A-09
DATA CABLE DUCT
W-03 A-12
D-02 A-09
W-04 A-12
300X2000
W-09 A-12
W2
4.4M X 3.3M
22M
W4 R-10 W2 W3
F G
230MM THICK BB MASONARY WALL
300X2960
LIFT C - 21
H
W1 W4
W1
E
22M C - 26
300X2000
4.4M X 4M
KITCHEN W-05 A-12
W3
C - 25
22M
W4 R-10 W2
22M
W-06 A-09
W-06 A-12
C - 29
W-08 A-09
300X3430
BED
D-01 A-09 R-13
W3
W1 4
W4 R-13 W2
4.4M X 3.3M
W1
22M
22M W-06 A-09
KITCHEN C - 24
300X2000
W-04 A-12
BED
D-02 A-09
W-09 A-12
W-03 A-12
1.THIS DRAWING IS A PROPERTY OF THE ARCHITECT PALAK P. SHAH AND SHALL NOT BE COPIED BY ANY ONE IN PART OR IN WHOLE WITHOUT THE PERMISSION OF THE ARCHITECT IN WRITING HAVING BEEN OBTAINED FIRST. 2.ALL DIMENSIONS ARE IN MILLIMETERS
W3
4.4M X 4M
W3
ELECTRICAL DUCT
NOTES-
W-05 A-09
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
W3
D-03 A-12
D-02 A-09
WC
D-02 A-12
DINING
D-02 A-12
D-01 A-12
W3
WC
W3
W3
D-02 A-12
W3
22M
W4 R-09 W2
D-02 A-09
D
D-03 A-12
D-02 A-09
22M
W4 R-08 W2
C - 15
300X2000
W3
C - 14
300X2000
W1
W1
F
W1
W1
W4 R-14 W2
D-02 A-12
2.6M X 1.5M
D-02 A-09
E
W-05 A-12
WC
W3
22M
W4 R-02 W2
LIVING
22M
22M
W4 R-12 W2
4M X 2.8M
4.5M X 3M
22M
W4 R-07 W2
4.3M X 4M
4.4M X 4M
300X2000
BED
W1
STUDY
C - 13
C - 12
2.8M X 1.5M
DINING
D-03 A-09
W-05 A-09
W4 R-01 W2
W-06 A-12
WC
4.5M X 3M
2.8M X 1.5M
W-01 A-12
D-09 A-12
BED
7.2M X 4M
W3
D-02 A-09
BED
H
300X5690
C - 30
300X2960
3BHK APPARTMENT PLAN SCALE
- 1:50
LIFT
I
W-08 A-09
C - 32
W-07 A-09
300X3430
MID LANDING
C - 33
W1
UP
22M
W4 R-28 W2 W3
22M
LENGTH OF TREAD - 1885MM WIDTH OF TREAD - 300MM NO. OF RISERS - 20 HEIGHT OF RISERS - 150MM
D-02 A-12
LANDING
W-06 A-12
GARBAGE ROOM
W-09 A-12
I
J
C - 36
300X3430
W-11 A-12
C - 39
K
22M
300X2000
BED
300X2000
W3
4.47M X 4M
C - 41
300X2000
W4 R-20 W2
D-02 A-09
W-10 A-12
W1
DINING
WC 2M X 1.5M
W-03 A-12
W1
WC
L
C - 49
300X2000
BED
4M X 3M
300X2000
W1 W4 R-19 W2
C - 51
W1
W4 R-18 W2
4.47M X 4m
LIVING 7.6M X 4.4m
2M X 1.5M
W-03 A-12
W-04 A-12
W-03 A-12
W-04 A-12
WC 2M X 1.5M
STUDY
C - 52
300X2000
22M
C - 53
300X2000
300X2000
LIVING
W1 W4 R-24 W2
C - 54
22M
300X2000
D-03 A-12
W3
W3
22M
WC
W-01 A-12
W-01 A-12
W-01 A-12
W1
W-01 A-12
W4 R-25 W2
L
W4 R-22 W2 W1 W4 R-21 W2
22M
D-03 A-09
4.3M X 4M W1
C - 64
22M
22M
W3
M
C - 65
150MM THK RCC SLAB
300X1000
300X1000
25MM THK CEMENT SCREED 25MM THK CEMENT MORTAR
W-02 A-12
WC 2M X 1.5M W-03 A-09
W-04 A-09
W-03 A-09
W-04 A-09
W3
D-02 A-09
W3
M
W-10 A-09
D-02 A-09
DINING
7.6M X 4.4M
C - 55
300X2000
BED 4.47M X 4m
W3
22M
W3
4M X 3M
C - 50
D-03 A-09
LIVING
D-02 A-12
D-02 A-12
W3
7.6M X 4.4m
W1 W4 R-26 W2
D-03 A-12
22M
W4 R-21 W2
W3
D-02 A-12
W3
W1
22M
W4 R-15 W2
STUDY
D-02 A-09
22M
W4 R-22 W2
D-02 A-09
2M X 1.5M
W-03 A-12
4M X 4.3m
D-03 A-09
4.47M X 4M
W-10 A-12
W1
W3
BED
D-02 A-09
W3
22M
W4 R-16 W2
22M
W4 R-26 W2
D-02 A-12
4M X 4.3m
D-02 A-12
KITCHEN
4M X 3M
22M
DINING
DATE
K
300X2000
4.47M X 4M
300X2000
KITCHEN
C - 42
300X2000
C - 45
BED
C - 43
KITCHEN
REVISION
4M X 3M
300X2000
W3
W1
W3
W-04 A-12
C - 44
NO
22M
W3
D-01 A-09
W4 R-23 W2
D-01 A-12
4M X 3M
W1
W-04 A-12
W1
D-01 A-12
W1 W4 R-23 W2
W-11 A-09
22M
W1 W4 R-17 W2
C - 40
REVISIONS
W-11 A-09
GARBAGE CHUTE PIT
D-04 A-12
J
300X2960 WET RISER
D-02 A-09
W-02 A-12
4M X 3M W1 W4 R-24 W2
WD-21112013-007
WC
STUDY
1200X1200MM MARBLE TILING
D-03 A-09
2M X 1.5M
BED
22M
4.47M X 4M
W3
TYPICAL FLOOR PLAN
W1 W-01 A-09
W-01 A-09
W4 R-25 W2
22M
W3
N
SCALE- AS SPECIFIED
3
4
5
6
7
8
9
10
11
12
PALAK P. SHAH W-02 A-09
TYPICAL FLOOR PLAN SCALE
- 1:100
WORKING DRAWINGS DATE - 21.11.2013
2BHK APPARTMENT PLAN SCALE
- 1:50
UNIVERSITY EXAMINER'S SIGNATURE
ROLL NUMBER - 526
FACULTY'S SIGNATURE
KAMLA
K
RAHEJA
R
VIDYANIDHI
V
FOR
I
ARCHITECTURE
A
INSTITUTE
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
LIVING W1
W-03 A-09
W-06 A-12
W-01 A-12
300X2000
22M
W4 R-04 W2
W-01 A-12
300X2000
C - 09
300X2000
4M X 2.8M
WC W-04 A-09
W-01 A-12
C - 10
STUDY W1
D-02 A-09
2.8M X 1.5M
W-03 A-09
W-01 A-09
SECTION AND DETAILS WD
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
1
2
3
5
4
6
7
8
9
11
10
12
13
15
14
MULTI UTILITY TOWER NEXT TO BHAIDAS AUDITORIUM, ROAD 1, JUHU SCHEME, MUMBAI STAIRCASE PENTHOUSE +29.45M
STAIR PENTHOUSE TOP LEVEL
+29.30M
TERRACE LEVEL W-06 A-10
+26.3M
D-02 A-05
KITCHEN
EIGHT FLOOR LEVEL RESIDENTIAL APPARTMENT W-06 A-10
D-02 A-05
KITCHEN
SEVENTH FLOOR LEVEL RESIDENTIAL APPARTMENT
D-02 A-05
KITCHEN
SIXTH FLOOR LEVEL RESIDENTIAL APPARTMENT W-06 A-10
KITCHEN
FIFTH FLOOR LEVEL RESIDENTIAL APPARTMENT
FIRE STAIR 1 LOBBY
ELECTRICAL ROOM
D-02 A-05
KITCHEN
FORTH FLOOR LEVEL RESIDENTIAL APPARTMENT
+5.2M
FIRST FLOOR LEVEL - SERVICE FLOOR
230THK MASONRY WALL
KITCHEN
50x75 MS SECTIONS 25MM THK EXTERNAL PLASTER 300 THK BB MASONRY
W-06 A-10
D-02 A-05
KITCHEN
W-06 A-10
D-02 A-05
KITCHEN 150 HIGH CHINA MOSAIC SKIRTING 15 THK CHINA MOSAIC FLOORING 25 THK SETTING BED
W-06 A-10
D-02 A-05
KITCHEN
KITCHEN
FIRE STAIR 1 LOBBY
W-06 A-10
D-02 A-05
ELECTRICAL ROOM
N
150 THK RCC SLAB
KITCHEN
NOTES-
1.THIS DRAWING IS A PROPERTY OF THE ARCHITECT PALAK P. SHAH AND SHALL NOT BE COPIED BY ANY ONE IN PART OR IN WHOLE WITHOUT THE PERMISSION OF THE ARCHITECT IN WRITING HAVING BEEN OBTAINED FIRST. 2.ALL DIMENSIONS ARE IN MILLIMETERS
I
SECOND FLOOR LEVEL - AMENITIES
50X50MM S.S. RAILING
150 THK BRICK BAT D-02 A-05
THIRD FLOOR LEVEL RESIDENTIAL APPARTMENT
+7.15M
25MM THK EXTERNAL SAND PLASTER CM@1:4
W-06 A-10
D-02 A-05
ELECTRICAL ROOM
FIRE STAIR 1 LOBBY
W-06 A-10
+11.3M
FIRE STAIR 1 LOBBY
ELECTRICAL ROOM
D-02 A-05
W-06 A-10
+14.3M
W-06 A-10
KITCHEN
ELECTRICAL ROOM
FIRE STAIR 1 LOBBY
W-06 A-10
+17.3M
SCALE-750
D-02 A-05
ELECTRICAL ROOM
FIRE STAIR 1 LOBBY
10
+20.3M
KITCHEN
RCC BEAM G
+23.3M
KEY PLAN
ELECTRICAL ROOM
LOBBY
TERRACE
11
CANOPY
FIRE STAIR 1 LOBBY
ELECTRICAL ROOM
DECK
FIRE STAIR 1
ELECTRICAL ROOM
SERVICE AREA
DECK
230 THK RCC BEAM 25 THK EXTERNAL PLASTER
ELECTRICAL ROOM
FIRE STAIR 1 LOBBY
+1.05M
STORE
W-14 A-10
19MM THK CLEAR TOUGHENED GLASS
W-14 A-10
D-05 A-05
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
50MM THK CONCRETE GRATED PAVER
SHOWROOM 2
230MM THK BOUNDARY WALL 10MM DRIP MOLD
+0M 300MM WIDE SURFACE DRAIN G 10
DRIVEWAY 5500MM WIDE 150MM PIPE CARRYING SURFACE DRAINGE
SLOPE
SLOPE
SLOPE
SLOPE
25 MM THK EXTERNAL PLASTER 75x100TW FRAME
9000MM WIDE VEHICULAR TWO WAY RAMP SLOPE 1:10
3MM POWER FLOAT WITH EPOXY COATING OVER 300MM PCC
WATERPROOFING 450MM THK RETAINING WALL 300 DIA SHOR PILING @600MM C/C 250MM THK RAFT FOUNDATION 200MM PCC BED 230MM RUBBLE PACKING RAMMED EARTH
SLOPE
SECTION BB' SCALE - 1:100
75x100TW SHUTTER 75x100TW FRAME
REVISIONS
25 THK EXTERNAL PLASTER
1
2
3
5
4
6
7
8
9
10
11
12
13
14
230 THK BB MASONRY
15
NO
DATE
REVISION
15 THK INTERNAL PLASTER VITRIFIED TILES 100 HIGH SKIRTING 25 THK SETTING BED 25 THICK PLASTER 150MM THICK RCC SLAB
50 Ø SS HANDRAIL
6
6
10 Ø SS ROD 50 Ø SS BALUSTER
5
25 THK TW TREAD 4
50x25 MS "T" ∠ 3 2 1
1
WD-21112013-010
5
150THK RCC SLAB
25MM THK EXTERNAL PLASTER 150THK RCC SLAB
350x25 TW TREAD
50x75 MS SECTIONS
25x25 3MM THK ∠
300THK BB MASONRY
MS 300x75 "C" SECTION
4
BRICK STEPS STONE TREAD
3
15MM GROOVE IN PLASTER 2
150MM THICK RCC SLAB
150THK RCC SLAB
SECTION BB' DETAIL C+H+G
1
230 THK BB MASONRY
N
SCALE- AS SPECIFIED
150 THK RCC SLAB
PALAK P. SHAH WORKING DRAWINGS DETAIL C SCALE - 1:10
DETAIL F SCALE - 1:10
DETAIL G SCALE - 1:10
DATE - 21.11.2013
UNIVERSITY EXAMINER'S SIGNATURE
ROLL NUMBER - 526
FACULTY'S SIGNATURE
KAMLA
K
RAHEJA
R
VIDYANIDHI
V
FOR
I
ARCHITECTURE
A
INSTITUTE
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
RCC CHAJJA W-15 A-10
STAIRCASE DETAILS WD
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
MULTI UTILITY TOWER NEXT TO BHAIDAS AUDITORIUM, ROAD 1, JUHU SCHEME, MUMBAI
150 THK BBC
W-07 A-09
222
219 220 221
+29.60M
200
210 209 208 207 206 205 204 203 202 201
210 211 212 213 214 215 216 217 218
+27.85M
W-08 A-09
10 TREADS X 300 MM=3000 MM
KEY PLAN
150 THK RCC SLAB
D-04 A-05
15 THK INTERNAL PLASTER
60 Ø SS PIPE RAILING
230 THK BB MASONARY
32 Ø SS PIPE
25 THK EXTERNAL PLASTER
SS CAP
SCALE-1:750
60 Ø SS PIPE 15 Ø SS ROD
200
+29.30M
+26.3M
189 188 187 186 185 184 183 182 181 180
+24.85M
191 192 193 194 195 196 197 198 199
190
D-04 A-05
W-07 A-09
230 THK BB MASONARY
W-08 A-09
10 TREADS X 300 MM=3000 MM
222
450x150 RCC BEAM
221
15 THK INTERNAL PLASTER
220 219
150 HIGH KOTA SKIRTING 218
60 Ø SS RAILING
217
D-04 A-05 170 171 172 173 174 175 176 177 178 179 180
+21.85M
215
+27.85M
169 168 167 166 165 164 163 162 161 160
W-07 A-09
W-08 A-09
10 TREADS X 300 MM=3000 MM
150 HIGH KOTA SKIRTING
216 +23.3M
25 THK KOTA FLOORING
214
N
25 THK CEMENT BED
213
300 THK BBC
212 211
150 THK RCC SLAB
210
NOTES-
15 THK INTERNAL PLASTER
209
1.THIS DRAWING IS A PROPERTY OF THE ARCHITECT PALAK P. SHAH AND SHALL NOT BE COPIED BY ANY ONE IN PART OR IN WHOLE WITHOUT THE PERMISSION OF THE ARCHITECT IN WRITING HAVING BEEN OBTAINED FIRST. 2.ALL DIMENSIONS ARE IN MILLIMETERS 3.AMSL - AVERAGE MEAN SEA LEVEL AT VILE PARLE - 9.4M 4.TOTAL AREA OF PLOT - 4345 SQ.M. F.S.I. -1 15%RG - 630 SQ.M. 5%ROAD SETBACK - 200 SQ.M.
208 207
150 151 152 153 154 155 156 157 158 159 160
D-04 A-05
206
+20.3M
205
149 148 147 146 145 144 143 142 141 140
+18.85M
204
W-07 A-09
W-08 A-09
10 TREADS X 300 MM=3000 MM
KOTA TREAD
203
+26.3M
202 201
4MM GROOVES IN KOTA TREAD 10MM GROOVE
150 THK RCC SLAB 230MM THK BB MASONRY +29.60M
170
208
193
207
194
173
130
187
174
168
+12.85M
+9.15M
+6.15M
+3.05M
-1.44M
110
87 86
66
46
20 19 18 17
88
89 85
67
68 65
47
48 45
21
16
90
84
69
64
49
44
22
15
202
201
199
129 128 127 126 125 124 123 122 121 120
+26.3M
132
112
92
83
70
63
50
43
23
14
82
71
62
51
42
24
13
230 THK BB MASONARY 60 Ø SS PIPE
RCC STAIRS
015
200
60 Ø SS BALUSTER
014
185
176
175
184
177
183
178
182
181
179
012
D-04 A-05
+23.3M 180
+12.85M
011
+14.3M
166
W-07 A-09
REVISIONS
010
165
156
155
164
157
163
158
162
161
159
W-08 A-09
10 TREADS X 300 MM=3000 MM
NO
008
+20.3M
133
147
134
146
145
136
006
135
004
144
137
143
138
142
141
139
+17.3M 140
113
127
114
108
93
126
115
107
94
125
116
106
95
117
105
96
+9.15M
124
123
118
104
97
122 119
103
98
121
102
101
003
D-04 A-05
-4.0M 002
+11.3M
87 128
+14.3M W-07 A-09
120
W-08 A-09
13 TREADS X 300 MM=3900 MM
DETAIL AT A - 1:2.5
+11.3M 100
99
D-04 A-05
81
72
61
52
80
+7.15M
+6.15M 79
78
77
76
75
74
73
+7.15M W-07 A-09
73
W-08 A-09
60
54
55
56
57
58
WD-29102013-015
D-04 A-05
+5.2M
53
59
230MM THK BB MASONRY 16MM THK PLASTER 50MM Ø STEEL PIPE RAILING
41
25
D-04 A-05 40
26
39
27
38
28
37
29
+5.2M
36
30
35
31
34
11
10
9
+1.05M
+3.05M W-07 A-09
8
STAIRCASE DETAILS
+1.05M 33
32
D-04 A-05
W-08 A-09
10 TREADS X 300 MM=3000 MM
+18.85M
150
151
152
153
155
154
156
157
158
159
+20.3M
160
20MM THK TOUGHENED FIXED GLASS 5MM THK SS PLATE
12
DATE
REVISION
007
160
005
109
91
186
167
148
129
111
197
198
152 149
131
25THK KOTA TREADS 25MM THK CEMENT SETTING BED
016 203
88 89 90 91 92 93 94 95 96 97 98 99 100
+15.85M
196
195
204
67 68 69 70 71 72 73
150
15 THK INTERNAL PLASTER
009
169
151
205
110 111 112 113 114 115 116 117 118 119 120
188
153154 +18.85M
206
109 108 107 106 105 104 103 102 101 100
172
018
013
189
171
-1.44M
W-08 A-09
10 TREADS X 300 MM=3000 MM
73
+21.85M
192
W-07 A-09
60Ø STEEL SEAT 019 017
209
191
+15.85M
86 85 84 83 82 81 80 79 78 77 76 75 74
190
222
66 65 64 63 62 61 60
+24.85M
217
216
215
214
213
212
221
020
47 48 49 50 51 52 53 54 55 56 57 58 59 60
210
211
220
60Ø SS BALUSTER +17.3M
46 45 44 43 42 41 40 39 38 37 36 35 34 33
+27.85M
219
218
130 131 132 133 134 135 136 137 138 139 140
D-04 A-05
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
7
150 6
5
4
3
2
149
148
147
146
145
144
143
142
141
140
SCALE- AS SPECIFIED
16MM Ø SS PIPE
-4.0M
PALAK P. SHAH
20MM Ø SS PIPE 10MM THK SS PLATE
-4.3M
18
-1.44M
W-07 A-09
17 18 15 14 13 12 11 10 9 8 7 6 5 4 3
19 20 21 22 23 24 25 26 27 28 29 30 31 32 33
D-04 A-05
10 TREADS X 300 MM=3000 MM
5MM Ø SCREW
1 2
W-08 A-09
W-07 A-09 STAIRCASE SECTIONS
STAIRCASE PLANS
SCALE 1: 100
SCALE 1: 100
10 TREADS X 300 MM=3000 MM
WORKING DRAWINGS DATE - 29.10.2013
W-08 A-09
DETAIL AT B - 1:2.5 DETAIL OF STAIRCASE - 1:20
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
200
UNIVERSITY EXAMINER'S SIGNATURE
ROLL NUMBER - 526
FACULTY'S SIGNATURE
KAMLA
K
RAHEJA
R
VIDYANIDHI
V
FOR
I
ARCHITECTURE
A
INSTITUTE
PROFESSIONAL W O R K S
Plaza and typical details - Sports Arena Lake Grading levels and culvert details Fabrication drawing and details
PLAZA LINEOUT AND TYPICAL DETAILS
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
SPORTS ARENA
201
7
13 41
R
280 R
280
280 280
280 2155
280
25 15
280
280
280
280
280 R
1
R
280MM WIDE 25MM THK. STONE COPING
166
5
SP
1700
2005
R R
SP 280
RR
280
637
7
6 149
67
5
725
187
64
2
0
38
15 35
00
17
00
17
25
593
848
R
150
709
25 00
75 200
3
1457
43
1107
2417
GOOD SOIL FOR PLANTING (NO SOLING TO BE DONE)
353
568 246
741
867
379
802
PART SECTION 5-5
PART SECTION 1-1
28
1551
0 28
4
25 75
662
1655
399
280MM WIDE 25MM THK. STONE COPING
150
25
1696
1434
165
R
1190
0
0 28 280
280
PLAN AT E
367
0 28
SCALE - 1:10
SCALE - 1:10
0 1
541
4
954
30
1563
280 280 280
2 6 58 57 345
983 0
1109 275
362
90
989
2848
6
561
R
1778
545 391 659
80 R 0 2 28
432
280
2075
377
1700
1311 1356
177
599
875
1159
145
833
664
725 1040
00
17
00 17
48
439 852
166
828
25
1002
00
R4 83 50 3
1595
982 101
589 974
566 561 1015 284 272
280
R
2157
25
63
585
1150
R
19
89
668
280
1695
538
1091
723
1301
307
R455 10 32
8 51
21
2500 2500 2500
GRAVEL COURT
3
2500
5 SP
280
2307
15
2500
SP
5 1060
90
745
608
808
676
SP
669
280
280
734
45
SP
280
962
2500
2
77
589
3
29
3
810
2500
58
1111
10
197
15
710
6
00
2500
28
6
78 3
1243
0 2 80
1
206
0 25
R
280 R
15
51
17
585
25
1056
2762
15
SP
401
SP
21
00
25
133
740
511
1700
4
4
49
11
R
0
15
0
28
0
28
0
28
702
280MM WIDE 25MM THK. STONE COPING
28
R R
1891
8
1402
R
64
0
280
SP
1608
921
0
28
280
R 1250
280
1129
683
28
0
407
1155
143
1250
280
930
840
2372
6
25
0
28
833
387 00
SP
0
250
R
280
20MM THK STONECRETE AS PER APPROVED SAMPLE
987
1101
596 123
3
53
997
2
28
2500
0 250
1052
9
2
817
2500
R 28
280
5
1917
01
R
84
0
0
280 R
280MM WIDE 25MM THK. POLSIHED KOTA STONE COPING
582
856
669
11
80
28
2
582
1373
1771
850
0
80
94
28
746
0
28
280
280
R R
15
1
529
850
582 194
2
694
700
639 33
8
25
28
126
597
97
1303
669
294
21
11
492
0
00
1
465
R 158 9
0 25
17
4 06
R
2173
SP
1122
86
33
1700
R
1
86
11
280
R
280
280
40
2204
00
442
25
641
1329
2500
280
23 13 1511
1008
11
6
2500
R350
280
757
3
50
280
280
280
1971
3
907
R4
99
2500
4
3
3
338
24
00
55
112
1210
6 64
66 850 9
2
250 R
0
250
349
710 125
101
8 2065 92 962
850
460
9 R31
1271
1291
1171
566
235
280
1
353
54
69
788
R2
R 666
3
2
5
64
5
1542
2
2
3
71
59
206
2387
9
70
7
8
R27
490
11
9
5 51
1387
1362
27
05
77
3 36
933
126
16
20
1495
24
R3
3
6 17
981
1 55
7 40 0
4
1568
6
76
48
8 R46
0
14
226
576
Q
280
280
13 72
1 72
6 1117 74
72
8
51
R281 23
2500
R21
5
2
3
53
98
16
3 14
6 74
13
59
1283
66
467
1
280
R 2 80
50
1439
12 46
R4 00
R350
165 8
8
76 0 58
R450
669
2244 26 83
5 R4
2100
7
52
PIPES FOR DRAINAGE
0
2
0
50
280
1
76
0 R4
79
2
16
R3
1
50
175
15 84
13 14
2500
R3
9 282 5
R350 203
2500
JOGGING TRACK TO BE DONE IN CHARU
280
0 109
2223
280
9
R350
R400
4
817 71 11
0
93
172
7 62
1861
8
95
2422
13
673
20
R411
7 206
R318
R247 01
1821 7 75
9 40
BASKETBALL COURT DETAILS TO FOLLOW
2
209
22
939
82
56
6 56
R3
2500
0
1577
2
6
R35
10
91
1063
7
2500
2342
20MM THK. STONE CRETE AS PER APPROVED SAMPLE
2500
GOOD SOIL FOR PLANTING (NO SOLING TO BE DONE)
280MM WIDE 25MM THK. POLISHED KOTA STONE COPING
10MM. THK. MORTAR
25
100
20
280
280MM WIDE 25MM THK. STONE COPING
100MM. THK. G.S.B. COMPACTED EARTH 100MM. THK. P.C.C.
2500
GOOD SOIL FOR PLANTING (NO SOLING TO BE DONE)
PART SECTION 6-6
PART SECTION 2-2
SP
SCALE - 1:10
SCALE - 1:10
280
2500
SP
280
2500
2500
2500
2500
2500
2500
2500
2500
2500
2500
2500
2500
2500
2500
2500
R
R
2500
2500
PLANTATION
2500
5
JOGGING TRACK TO BE DONE IN CHARU
20MM THK. STONE CRETE AS PER APPROVED SAMPLE
20
2500
280
75
PLAN AT A
GARDENS/SAND PITS 10MM. THK. MORTAR
LAWN 100MM. THK. P.C.C.
GRAVEL COURT
2500
2500
NOTES
--- IN EVENT OF ANY AMBIGUITY INFORM US BEFORE COMMENCING WORK. --- ALL DIMENSIONS ARE TO BE READ AND NOT TO BE SCALED. --- ALL LEVELS ARE FINISHED LEVELS.
2500
X
R
300
COMPACTED EARTH
2500
2500
2500
2500
X
D. 3 MO
2500
PLAN AT C
X
25MM THK. ROUGH KOTA STONE WALKWAY MODULES OF WIDTH 300 MM WITH 8MM GROOVE
X
2
2
JOGGING TRACK TO BE DONE IN CHARU
B GOOD SOIL FOR PLANTING (NO SOLING TO BE DONE)
2500
TENNIS COURT DETAILS TO FOLLOW
PLAN AT D
25MM THK. ROUGH KOTA STONE
SCALE - 1:5
PIPE FOR DRAINAGE
LAWN
E
PART SECTION 3-3
2500
2500
2500
25MMM THK. POLISHED KOTA STONE MODULES OF WIDTH 150 MM WITH GROOVE
C
2 MO 2500
X
X
2
D. 1MOD. 3 MO D. 2 MO
D.
2500 2500
300
X
D. 1MOD. 3 MO D. 2 MOD .
D. 3 MO
2500
2
25MMM THK. POLISHED KOTA STONE
LAWN
580 R 5 580 58 0 5 80 80 580 580 580 580 580 580 580 580
JOGGING TRACK TO BE DONE IN CHARU
BASKETBALL COURT DETAILS TO FOLLOW
PLAN AT B
25MM THK. ROUGH KOTA STONE WALKWAY MODULES OF WIDTH 300 MM WITH 8MM GROOVE
JOGGING TRACK TO BE DONE IN CHARU LAWN
2500
25MMM THK. POLISHED KOTA STONE MODULES OF WIDTH 150 MM WITH GROOVE
X
X
2500
2
2500
2
R
2 MO
X
25MM THK. ROUGH KOTA STONE WALKWAY MODULES OF WIDTH 300 MM WITH 8MM GROOVE
580 R 5 580 580 80 580 580 580 580 580 580 580 580 580
STONECRETE AS PER APPROVED SAMPLE
D
100MM. THK. G.S.B.
PIPES FOR DRAINAGE
PIPES FOR DRAINAGE
2500
25MMM THK. POLISHED KOTA STONE MODULES OF WIDTH 150 MM WITH GROOVE
X
300
580
X
2 MO
2500
D. 3 MOD 1MO D .
. 3 MO
D. 2 MO
D.
PIPES FOR DRAINAGE 580 R 5 580 58 0 5 80 80 580 580 580 580 580 580 580 580 580 580
2500
GOOD SOIL FOR PLANTING (NO SOLING TO BE DONE)
2500
2500
2500
PLAZA PLANTER DIMENSION PLAZA STONECRETE DIMENSION WALKWAY KOTA STONE MODULES OF WIDTH 300 MM WITH GROOVE POLISHED KOTA STONE MODULES OF WIDTH 150 MM WITH GROOVE DIRECTION OF SURFACE SLOPE 1:250
A
SP
STARTING POINT FOR LAYING PIPES TO ALLOW DRAINAGE
TENNIS COURT DETAILS TO FOLLOW
PROVISION OF SLEEVE FOR DRAINAGE AND UTILITY CROSS OVERS AS PER M/S TCE REQUIRMENTS.
PART SECTION 4-4
SCALE - 1:10
KEY PLAN ( N.T.S.)
GRID:50X50 MTS. SUB GRID :2.5X2.5 MTS.
LAKE GRADING LEVELS AND CULVERT DETAILS PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
P.L =98.60m E.L =98.65m
W. 350 M
PL=98.86m EL=98.66m
W. 400 M
PL=98.82m EL=98.62m
PL=98.82m EL=98.60m
PL=98.82m EL=98.64m
W. 450 M
PL=98.80m EL=98.56m
PL=98.87m EL=
W. 500 M
PL=98.73m EL=
W. 550 M
W. 600 M
W. 650 M
LAKESIDE RESIDENTIAL DEVELOPMENT
P.L =98.90m E.L =98.53m
PL=97.99m EL= PL=98.19m EL=97.72m
B61
P.L =98.87m E.L =98.54m
P.L =98.65m E.L =98.72m
P.L =98.69m E.L =98.63m
B62
PL=97.99m EL=97.82m
PL=98.45m EL=97.48m
B63
PL=98.23m EL=97.49m
PL=98.38m EL=97.51m
PL=98.75m EL=98.39m
PL=98.52m EL=98.60m
PL=98.30m EL=98.24m
B64
PL=98.00m EL=98.04m
PL=98.80m EL=98.77m
PL=98.80m EL=98.72m
PL=98.55m EL=98.46
PL=98.60m EL=98.40m
PL=98.37m EL=98.27m
PL=98.25m EL=98.15m
PL=98.15m EL=98.14m
B39 B39
B40 B40
PL=98.20m EL=98.22m
B41 B41
B42 B42
B43 B43
B44 B44
B45 B45
B46 B46
B47 B47
B65
PL=98.75m EL=98.65m
N.S. 00 M
P.L =98.62m E.L =98.63m
PL=98.60m EL=98.65m
P.L =98.46m E.L =97.74m
PL=98.75m EL=98.65m
B2 B2
P.L =97.94m E.L =97.74m
PL=98.75m EL=98.68m
PL=98.60m EL=98.75m
B3 B3
P.L =99.02m E.L =98.70m P.L =98.06m E.L =98.13m
PL=98.33m EL=97.76m
B4 B4
PL=98.47m EL=98.73m
PL=98.15m EL=98.69m
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PL=98.18m EL=97.90m PL=98.62m EL=98.59m
PL=98.30m EL=98.60m
B22 B22
B21 B21
B26 B26
P.L =99.50m E.L = PL=98.33m EL=97.80m
PL=98.18m EL=98.00m
PL=98.18m EL=98.86m
PL=98.33m EL=98.15m
B20 B20
PL=98.85m EL=99.06m
PL=98.70m EL=98.66m
PL=98.55m EL=98.90m
PL=98.70m EL=98.62m
B23 B23
B27 B27
PL=98.89m EL=98.73m
PL=98.53m EL=98.43m
PL=98.26m EL=98.10m PL=98.41m EL=97.70m
S. 100 M
PL=99.18m EL=99.08m
P.L =98.32m E.L =97.72m
B6 B6
PL=99.03m EL=98.94m
B28 B28
B24 B24
PL=98.95m EL=99.15m
B25 B25
PL=99.13m EL=98.89m
PL=99.20m EL=99.10m
B29 B29
PL=98.26m EL=97.95m
PL=98.80m EL=99.00m
PL=99.28m EL=99.14m
B7 B7
PL=99.05m EL=98.98m PL=99.13m EL=99.00m
B18 B18 PL=98.41m EL=98.00m
PL=98.27m EL=98.06m
PL=99.12m EL=99.02m
P.L =99.43m E.L =99.30m
B8
PL=99.28m EL=99.35m
PL=98.27m EL=98.21m
B17
B
B
PL=98.24m EL=98.25m
P.L =98.58m E.L =98.13m PL=99.12m EL=98.83m
B16
PL=99.24m EL=99.18m
PL=98.42m EL=97.87m
B15
P.L =99.42m E.L =99.22m
PL=99.32m EL=99.22m
7.5 MT. WIDE ROAD
PL=98.42m EL=98.08m
S. 150 M
P.L =99.22m E.L =99.35m
B19 B19
PL=99.27m EL=99.20m
PL=99.34m EL=99.67m
PL=99.48m EL=99.38m
B10 PL=99.47m EL=99.14m
B11
B14 PL=98.39m EL=98.34m
B12
B13
PL=99.49m EL=99.66m
PL=99.27m EL=98.85m
PL=99.63m EL=99.69m
P.L =99.62m E.L =99.22m
S. 200 M
P.L =99.10m E.L =98.32m P.L =99.36m E.L =99.30m
P.L =99.28m E.L =99.30m
LEGEND:
PLOT LEVELS
EXISTING LAKE
PL EL
GL
PROPOSED FORMATION LEVEL EXISTING LEVEL
PROPOSED GROUND LEVEL
ROAD LEVEL
OVERFLOW LEVEL
BUND BOTTOM LINE BUND RIDGE LINE
PROPOSED TREES
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
S. 50 M
NOTES
--- IN EVENT OF ANY AMBIGUITY INFORM US BEFORE COMMENCING WORK. --- ALL DIMENSIONS ARE TO BE READ AND NOT TO BE SCALED. --- ALL LEVELS ARE FINISHED LEVELS. --- ALL DIMENSIONS ARE IN METERS .
--- CONTENTS OF THIS DRAWING CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF M/S PRABHAKAR B. BHAGWAT AND NO PART OF THE DRAWING SHALL BE DISCLOSED/MODIFIED/USED IN ANY MANNER WITHOUT THEIR PRIOR CONSENT. 36 x 40
SCALE
TITLE
FOR EXECUTION CHECKED BY: VINAY K.
M/S Prabhakar B Bhagwat, Landscape Architects 901 Panchtirth,
Opp. Aristroville,
Architects Environmental Planners.
Satellite Road,
Ahmedabad 380 015.
E-mail: landscapeindia@usa.net Telefax : 91-079- 2692 3054, 2692 0554, 4006 1192 Website: www.landscapeindia.net
FABRICATION DRAWING AND DETAILS RESIDENTIAL LANDSCAPE
500 500 500 500 500 500 500 LVL. +5.150M
LVL. +5.150M 1423
50
1732
500
856 23
9
3605
500
4090
856
LVL. +0.980M
500
856
LVL. +0.980M
500
356
500
500
7084
200
1005
30°
87
LVL. +1.317M
856
617
20
0
500 500
1005
LVL. +1.605M
856
3070
4590
500
0
856
20
500
225
500
LVL. +0.560 M
o
n
m
l
j
k
i
g
h
e
f
c
d
b
a'
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500 500
450
120
120 MM Ø MS PIPE
707
8 29 35 THK. WOODEN FLOOR
9
707
856
23
40 856
100 X 10 MM MS PLATE
1507
856
350
100
0 20
0 20
1507
856
"L" SECTION FRAME WORK
35
2948
3570
3570
3296
856
23
2948
3570 0
1507
1507
856
20
20
0
2948
3570
856
856
23
9
707 9
9
2948
8 29
582
856
856
856
326
LVL. +0.980M
20
120
10MM THK MS PLATE BENT AS PER DESIGN PROFILE
120 MM Ø MS PIPE 120
120
10
35 THK. WOODEN FLOOR
293
10MM THK MS PLATE BENT AS PER DESIGN PROFILE
35
"L" SECTION FRAME WORK
40
300
100
10
40
25 X25 MS BOX SECTION
R1
50
200
4
281
35 THK. WOODEN FLOOR
PART ELEVATION AT P
SCALE 1:20
40 X 10 MM THK MS PLATE
50
350
METAL SPHERE AS PER DETAIL
40 MM Ø MS PIPE BENT AS PER DESIGN PROFILE
120 MM Ø MS PIPE
600
657
10 MM THK MS PLATE COLUMN
10
SECTION DD
40 MM Ø MS PIPE BENT AS PER DESIGN PROFILE
150
388
551
10MM THK. MS PLATE BENT AS PER DESIGN
1027
"L" SECTION FRAME WORK
759
4 MM THK. ALUMINUM CHECKERED PLATE
100 X 10 MM MS PLATE
5
R7
o
659
590
515
484 498
500
LVL. +0.56M
693
SECTION CC
40
390
460
750
265
346
878
148
622
709
534
355
668
40
518
279
161
500
1
512
344
500
2
565
731
357
123
3
182
SECTION BB
96
27
4 693
382
a
1499
LVL. +0.560 M
150
656
560
25
811
132
254
39
600
395 297
89
5
500
n
147
b
712
500
377
369
274
m
47
7 6
387
500
625
468
SECTION AA 0
8
100
326
500 LVL. +2.33M
458
55
500
633 542
856
C
507
40
200
452
0
9
225
151
500
254
75
539
10 447
183
276
8 29
87
11
12
707
500 500 500 500 512
87
774
30
500 500
603
347
417
712
817
860
847
776
652
437
356
244
621
c
772
777
706
642
585
536
492
429
407
393
386
386
394
408
429
458
500
D
300
E
500
571
655
280
448
409
450
408
412
404
391
377
363
349
334
318
431
d
441
665
499
782
e
f B
260
23
198
215
232
250 269
287
307
327
348
384
576
791
883
874
702
739
660
593
536
490
455
430
417
414
421
440
469
509
560
622
695
779 369
393
201
613
496 429
389
288
796
0
445
247
510
724
793
474
308
85
75
650
899 151
233
301
500 500 500 500 500 500
13
230
LVL. +5.15M
961
617
14
l
181
15
LVL. +4.13M
A
16 628
E
1767
617
k 970
514
1161
617
17
759
617
18 778
823
g
19
1429
782
453
20
LVL. +4.130M
219
30
29
28
30
20
252
j
27
1027
317
i
157
26
20
30
40 Ø MS PIPE BENT AS PER DESIGN
643 31
25
30
30
LVL. +5.150M
252
0
75
20
416
23
h
D
DETAIL B
317
24 22 21 135
A
B
20
40
BENCH DETAIL TO FOLLOW
252
LVL. +4.13M
1000
317
595
491
880
396
442
444
500
676
C
372
730
168
870
693
BENCH DETAIL TO FOLLOW
325
715
500
810
283
500
793
564
462
473
500
596
500
500
500
LVL. +0.00M
PART OPENED UP ELEVATION
500
500
a
b
OPENED UP ELEVATION
LVL. +0.560 M
SECTION EE
500
10MM THK. MS PLATE COLUMN 500
500
500
500
500
500
PLAN NOTES
--- IN EVENT OF ANY AMBIGUITY INFORM US BEFORE COMMENCING WORK. --- ALL DIMENSIONS ARE TO BE READ AND NOT TO BE SCALED. --- ALL LEVELS ARE FINISHED LEVELS. --- ALL LEVELS AND DIMENSIONS TO BE VERIFIED FOR SITE SUITABILITY BEFORE COMMENCING WORK. --- ALL DIMENSIONS ARE IN METERS . --- THIS DRAWING CANCELS ALL OUR PREVIOUS DRAWINGS FOR THE BRIDGE.
500
4000
4000
4000
4000
DETAIL A ASSOCIATES CONSULTANTS
(SCALE 1:20)
DETAIL B
(SCALE 1:20)
KEY PLAN (N.T.S.)
AHMEDABAD
REV. A DATED 08-08-2013, DRAWING UPDATED
SCALE1:50
TITLE M/S Prabhakar B Bhagwat, Landscape Architects
--- CONTENTS OF THIS DRAWING CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF M/S PRABHAKAR B. BHAGWAT AND NO PART OF THE DRAWING SHALL BE DISCLOSED/MODIFIED/USED IN ANY MANNER WITHOUT THEIR PRIOR CONSENT.
PROJ. NO. 1211-LD-09 DATE: 01-08-2013
FOR EXECUTION AFTER CHECKING SITE SUITABILITY
CHECKED BY: KALPESH PATEL
Architects
Environmental Planners.
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
856
9
LVL. +2.121M SLIDE LVL. +1.833M
500
276
617
LVL. +2.409M
METAL SPHERE
4090
856 4090
500
0
LVL. +2.987M LADDER LVL. +2.697M
LVL. +4.130M
23
500
METAL SPHERE
818
LVL. +3.273M
188
500 500
LVL. +3.561M
225
1732
LVL. +4.130M
LVL. +3.849M
500
LVL. +4.425M LVL. +4.137M
5
R1
500
LVL. +4.713M
500
1653
R7
DETAIL A
LVL. +5.150M
3995
500
500
PART ELEVATION DETAIL P
500
500
500
500
500
500
500
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT