Portfolio.pdf

P O R T F O L I O .
S E J A L M I T T A L
SELECTED WORKS 2018 - 2023 | VOL 1

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FLAT BAR RS.190/KG
TOTAL HEIGHT : 3000MM
TOTAL WIDTH : 2000MM
150
ONE RISER OF 150MM
SITTING WITH METAL FRAME WITH METAL SHEET
ON TO TOP AND CUSHIONED WITH PVC MAT,
TABLE LEG MADE UP OF METAL AND 2MM
ACRYLIC SHEET FOR SHUTTER
HEIGHT OF SITTING IS 500MM
WIDTH OF SITTING IS 600MM
2000
500
2MM THICK A.C.P. SHEET
RS. 30/SQ. FEET
5MM CLEAR GLASS
50MM x 50MM SECTION HOLLOW ALUMINIUM
FLAT BAR (RS.180/KG)
DETAIL A
DETAIL B
DETAIL A
DETAIL C
ELEVATION
2MM THICK AND 1000MM DIA MILD
STEEL
1000MM DIA TABLE
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RS.190/KG
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LENGTH OF SITTING IS 1200MM
5000
7500
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2MM A.C.P. SHEET RS.60/ SQ. FEET
5MM ACRYLIC SHEET FOR SHUTTER RS. 45/ SQ FEET
15MM ROUND ALUMINIUM SECTION TO 20MM STEEL PIPE
FRAME WORK
PLAN OF SEATING
ELEVATION OF SEATING
DETAIL D
900
ANGLE A
ANGLE B
ANGLE C
3000
150
2000
900
50MMx50MM SECTION HOLLOW ALUMINIUM
FLAT BAR RS.190/KG
150
ONE RISER OF 150MM
TABLE LEG MADE UP OF METAL AND 2MM
ACRYLIC SHEET FOR SHUTTER
2000
500
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5MM CLEAR GLASS
50MM x 50MM SECTION HOLLOW ALUMINIUM
FLAT BAR (RS.180/KG)
DETAIL A
DETAIL B
DETAIL A
DETAIL C
ELEVATION
STEEL
1000MM DIA TABLE
PLAN
BAR
RS.190/KG
5MM CLEAR GLASS
500
ONE RISER OF 150MM
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5MM CLEAR GLASS
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RS.180/KG
2MM THICK AND 1000MM
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TABLE LEG MADE UP OF METAL
ONE RISER OF 150MM
2000
150
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50X50 SECTION HOLLOW ALUMINIUM FLAT BAR
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STEEL
1000MM DIA TABLE
LENGTH OF SITTING IS 1200MM
5000
7500
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2MM A.C.P. SHEET RS.60/ SQ. FEET
5MM ACRYLIC SHEET FOR SHUTTER RS. 45/ SQ FEET
15MM ROUND ALUMINIUM SECTION TO 20MM STEEL PIPE
FRAME WORK
PLAN OF SEATING
ELEVATION OF SEATING
DETAIL D
900
ANGLE A
ANGLE B
ANGLE C
3000
150
2000
900

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FROSTED GLASS
50MM SS GLASS SPACER
DETAIL A: ALUMINIUM BARS JOINERY FOR OUTTER FRAME WORK
(METAL TO METAL JOINERY DETAIL)
Rs.145/KG-SOLID ALUMINIUM BAR
JOIN BY ALUMINIUM BRAZING
BAR
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FLAT BAR
DETAIL C: STRUCTURAL GLAZING FOR FIXING GLASS AND METAL
GLASS SPACER FOR TABLE
DETAIL D: TOP OF DOME : MILD STEEL
2MM THICK AND 1000MM DIA
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2
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BAR
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1
2
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2 - STRUCTURAL SILICONE
PLATE IS WELDED WITH ALUMINIUM BARS
DRAWINGS
SCALE
GROUP: SEMESTER:
CHECKED BY :
1:50
AKSHITA
HRITHIK
SEJAL
SHIVANGI
4
CLASS:
2B
ANGLE A 72*
ANGLE B 78*
ANGLE C 90*
DRAWINGS
SCALE
GROUP: SEMESTER:
CHECKED BY :
1:50
AKSHITA
HRITHIK
SEJAL
SHIVANGI
4
CLASS:
2B
ANGLE A 72*
ANGLE B 78*
ANGLE C 90*

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ELEVATION
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DETAIL 7
DETAIL 6
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DETAIL 7 DETAIL 8 DETAIL 9
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PLATE ( 200 X 100 )
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MEZZANINE ( 250 MM)
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UP
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8
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4
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5
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17
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WIDTH: 1500
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leaf frame 75x50mm
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screw
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leaf frame 75x50mm
fin
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WINDOW
GIRT
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TIE BEAM ( 65 X 65 X 10 )
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GUSSET PLATE ( 8MM )
COLUMN ( 250 X 250 )
HORSE SHOE PLATE
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GUTTER ( 150 MM )
GUSSET PLATE ( 8MM )
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Class: 3B
Subject: Building Construction
Year: 2020-21
All the dimensions are in mm
EXT WALL SECTION
PRODUCED
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SCALE - 1:150
ISJB 150
BASE PLATE TENSILE CABLE
ISLB 150
ISJB 225
ISMB 225
RAMP
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ISMB 225
ISMB 225
ISJB 225
ISJB 225
RAMP
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ANCHORAGE
ANCHORING BLOCK
DECK LANDING 1
GL + 7550
ISJB 150
ISLB 150
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B C D E F G H I J K L K
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GL + 5700
ANCHORING BLOCK
PYLON 600 X 600 CABLES
DECKING SHEET EDGE
CURB (200MM HIGH)
RAILING (1000MM HIGH)
DECKING SHEET EDGE
CURB (200MM HIGH)

!"#$%
KEY PLAN
1. ALL DIMENSIONS ARE IN METERS AND LEVELS ARE IN
GENERAL NOTES:
PROJECT TITLE :
CABLE STAYED CROSS BRIDGE
GROUP
MEMBERS
MANANDEEP NARANG
MEGHMA KATAKI
SAANCHI RAJPOOT
SEJAL MITTAL
SHAMABHHAVI RANA
SUBANI CHOPRA
NORTH
DATE 15 DECEMBER 2021
CLASS 4B
SEMESTER VII
SCALE
SCHOOL
SUBJECT ADVANCED BUILDING
CONSTRUCTION & MATERIALS
SUSHANT SCHOOL OF
ART & ARCHITECTURE
SHEET TITLE :
CABLE TENSILE STRUCTURE
PLAN at lvl 8000
SCALE - 1:150
A N O
B1 B2 B3 K1 K3
K2
P
DECK LANDING 1
GL + 7550
BASE PLATE
TENSILE CABLE
ANCHORAGE LIFT 1800 X 1800
LIFT 1800 X 1800
LANDING 1
GL + 5700
LANDING 1
GL + 5700

!"#$%&'("#)'*+,#-"%
50
60
51
52
53
54
PLAN at lvl 25000
SCALE - 1:150
ISJB 150
BASE PLATE
TENSILE CABLE
ANCHORING BLOCK
PYLON 600 X 600
ISLB 150
ISJB 225
ISMB 225
ISMB 225
ISMB 225
ISMB 225
ISJB 225
ISJB 225
GROUND ANCHORAGE
CABLES
DECKING SHEET EDGE
CURB (200MM HIGH)
DECKING SHEET EDGE
CURB (200MM HIGH)
C D E F G H I J K L K
A N O
B1 B2 B3 K1 K3
K2
P
DECK LANDING 1
GL + 7550
BASE PLATE
TENSILE CABLE
ANCHORAGE
01' 01'
02'
02'
MACHINE ROOM LEVEL
MACHINE ROOM LEVEL
1540
A N O
50
60
51
52
53
54
SLAB FRAMING PLAN
SCALE - 1:150
DETAIL A [ 1: 5 ]
GIRDER TO PURLIN CONNECTION
ISOMERIC VIEW ELEVATION
DETAIL B [ 1: 5 ]
PYLON TO GIRDER CONNECTION
ISOMERIC VIEW ELEVATION

!"#$%&#'()*("#$+'
CHECKED BY :
SHEET NO.:
KEY PLAN
GENERAL NOTES:
PROJECT TITLE :
CHECKED BY :
GROUP
MEMBERS
MANANDEEP NARANG
MEGHMA KATAKI
SAANCHI RAJPOOT
SEJAL MITTAL
SHAMABHHAVI RANA
SUBANI CHOPRA
NORTH
CLASS 4B
SEMESTER VII
SCALE
SCHOOL
SUSHANT SCHOOL OF
ART & ARCHITECTURE
SHEET TITLE :
SHEET NO.:
B'
B
A
A'
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
STAIRCASE PLAN
Scale: 1:50
48
49
1
STAIRCASE SECTION BB'
Scale: 1:50
2
1
3
5
7
9
11
13
14
16
18
20
22
24
25
26
28
30
32
34
36
37
38
40
42
44
46
48
49
50 60
51 52 53 54
40
30
20
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
STAIRCASE SECTION AA'
Scale: 1:50
B2 B3
B1
KEY P
1. A
GEN
PRO
CAB
GRO
MEM
DAT
CLA
SEM
SCA
SCH
SUB
SHE
CAB
SHEET

!"#$%&'(
B C D E F G H I J K
SECTION 01'
SCALE - 1:150
L K
F.F.L + 8500
HANDRAIL LEVEL
± 0
EXT ROAD LEVEL
A
RAMP
SLOPE 1:10
RAMP
SLOPE 1:10
F.F.L + 7500
SLAB LEVEL
+7230
BOTTOM DECK LEVEL
+ 3760
RCC WALL LVL.
+6000
LANDING LVL
+4500
LANDING LVL
+3000
LANDING LVL
+1500
LANDING LVL
+1800
LANDING LVL
+ 24930
PYLON TOP LVL
+ 23700
TOP ANCHOR LEVEL
+3600
LANDING LVL
+5400
LANDING LVL
+300
PEDESTAL LEVEL
N O
B1 B2 B3 K1 K3
K2
P
RAMP REAR
SLOPE 1:10
RAMP REAR
SLOPE 1:10
RAMP REAR
SLOPE 1:10
RCC WALL ENCASED PYLON
1490 WIDE
PURLINS
ISMC 250
PYLON ISJC 200
ANCHORAGE TO RCC WALL
50 60
SECTION 02'
SCALE - 1:150
51 52 53 54
± 0
EXT ROAD LEVEL
F.F.L + 8500
HANDRAIL LEVEL
F.F.L + 7500
SLAB LEVEL
+7230
BOTTOM DECK LEVEL
+ 3760
RCC WALL LVL.
+ 24930
PYLON TOP LVL
+ 23700
TOP ANCHOR LEVEL
+1800
LANDING LVL
+3600
LANDING LVL
+5400
LANDING LVL
40
30
20
10 70 80 90 100
ELEVATION 1
SCALE - 1:150
B
A
B1
ELEVATION 2
SCALE - 1:150

!"#$%&'()*
ISJB 150
BASE PLATE
TENSILE CABLE
STEEL ANCHOR PIPE
STEEL ANCHOR PIPE
ISLB 150
ISJB 225
ISMB 225
RAMP
SLOPE 1:10
ISMB 225
ISMB 225
ISMB 225
ISMB 225
ISJB 225
ISJB 225
RAMP
SLOPE 1:10
GROUND ANCHORAGE
MAST (ISJC 200)
ANCHORING BLOCK
CABLES
DECKING SHEET EDGE
CURB (200MM HIGH)
DECKING SHEET EDGE
CURB (200MM HIGH)
RAMP
SLOPE 1:10
RAMP
SLOPE 1:10
A N O
B1 B2 B3 K1 K3
K2
LANDING 1
GL + 2100
LANDING 2
GL + 3900
LANDING 1
GL + 5700
DECK LANDING 1
GL + 7550
BASE PLATE
TENSILE CABLE
ANCHORAGE
01' 01'
02'
02'
KEY PLAN
GENERAL NOTES:
PROJECT TITLE :
CHECKED BY :
GROUP
MEMBERS
MANANDEEP NARANG
MEGHMA KATAKI
SAANCHI RAJPOOT
SEJAL MITTAL
SHAMABHHAVI RANA
SUBANI CHOPRA
NORTH
CLASS 4B
SEMESTER VII
SCALE
SCHOOL
SUSHANT SCHOOL OF
ART & ARCHITECTURE
SHEET TITLE :
SHEET NO.:
ELEVATION 1
SCALE - 1:150
RAMP
SLOPE 1:10
RAMP
SLOPE 1:10
A
+6000
LANDING LVL
+4500
LANDING LVL
+3000
LANDING LVL
+1500
LANDING LVL
+1800
LANDING LVL
+3600
LANDING LVL
+5400
LANDING LVL
N O
B1 B2 B3 K1 K3
K2
P
1490 WIDE
PYLON ISJC 200
F.F.L + 8500
HANDRAIL LEVEL
± 0
EXT ROAD LEVEL
F.F.L + 7500
SLAB LEVEL
+7230
BOTTOM DECK LEVEL
+ 3760
RCC WALL LVL.
+ 24930
PYLON TOP LVL
+ 23700
TOP ANCHOR LEVEL
+300
PEDESTAL LEVEL
50 60
ELEVATION 2
SCALE - 1:150
51 52 53 54
+1800
LANDING LVL
+3600
LANDING LVL
+5400
LANDING LVL
40
30
20
10 70 80 90 100
± 0
EXT ROAD LEVEL
F.F.L + 8500
HANDRAIL LEVEL
F.F.L + 7500
SLAB LEVEL
+7230
BOTTOM DECK LEVEL
+ 3760
RCC WALL LVL.
+ 24930
PYLON TOP LVL
+ 23700
TOP ANCHOR LEVEL
BASE PLATE
TENSILE CABLE
ANCHORAGE
01'
KEY
1.
GE
PR
CA
GR
ME
DA
CL
SE
SC
SC
SU
SH
CA
SHE
RAMP
SLOPE 1:10
RAMP
SLOPE 1:10
C D E F G H I J K L K
+6000
LANDING LVL
+4500
LANDING LVL
+3000
LANDING LVL
+1500
LANDING LVL
+1800
LANDING LVL
+3600
LANDING LVL
+5400
LANDING LVL
N O
1 B2 B3 K1 K3
K2
P
1490 WIDE
PYLON ISJC 200
F.F.L + 8500
HANDRAIL LEVEL
± 0
EXT ROAD LEVEL
F.F.L + 7500
SLAB LEVEL
+7230
BOTTOM DECK LEVEL
+ 3760
RCC WALL LVL.
+ 24930
PYLON TOP LVL
+ 23700
TOP ANCHOR LEVEL
+300
PEDESTAL LEVEL
50 60
51 52 53 54
+1800
LANDING LVL
+3600
LANDING LVL
+5400
LANDING LVL
40
30
20
10 70 80 90 100
± 0
EXT ROAD LEVEL
F.F.L + 8500
HANDRAIL LEVEL
F.F.L + 7500
SLAB LEVEL
+7230
BOTTOM DECK LEVEL
+ 3760
RCC WALL LVL.
+ 24930
PYLON TOP LVL
+ 23700
TOP ANCHOR LEVEL
ISJB 150
BASE PLATE
TENSILE CABLE
STEEL ANCHOR PIPE
STEEL ANCHOR PIPE
ISLB 150
ISJB 225
ISMB 225
RAMP
SLOPE 1:10
ISMB 225
ISMB 225
ISMB 225
ISMB 225
ISJB 225
ISJB 225
RAMP
SLOPE 1:10
GROUND ANCHORAGE
MAST (ISJC 200)
ANCHORING BLOCK
CABLES
DECKING SHEET EDGE
CURB (200MM HIGH)
DECKING SHEET EDGE
CURB (200MM HIGH)
RAMP
SLOPE 1:10
RAMP
SLOPE 1:10
A N O
B1 B2 B3 K1 K3
K2
LANDING 1
GL + 2100
LANDING 2
GL + 3900
LANDING 1
GL + 5700
DECK LANDING 1
GL + 7550
BASE PLATE
TENSILE CABLE
ANCHORAGE
01' 01'
02'
02'
KEY PLAN
GENERAL NOTES:
PROJECT TITLE :
CHECKED BY :
GROUP
MEMBERS
MANANDEEP NARANG
MEGHMA KATAKI
SAANCHI RAJPOOT
SEJAL MITTAL
SHAMABHHAVI RANA
SUBANI CHOPRA
NORTH
CLASS 4B
SEMESTER VII
SCALE
SCHOOL
SUSHANT SCHOOL OF
ART & ARCHITECTURE
SHEET TITLE :
SHEET NO.:
ELEVATION 1
SCALE - 1:150
RAMP
SLOPE 1:10
RAMP
SLOPE 1:10
A
+6000
LANDING LVL
+4500
LANDING LVL
+3000
LANDING LVL
+1500
LANDING LVL
+1800
LANDING LVL
+3600
LANDING LVL
+5400
LANDING LVL
N O
B1 B2 B3 K1 K3
K2
P
1490 WIDE
PYLON ISJC 200
F.F.L + 8500
HANDRAIL LEVEL
± 0
EXT ROAD LEVEL
F.F.L + 7500
SLAB LEVEL
+7230
BOTTOM DECK LEVEL
+ 3760
RCC WALL LVL.
+ 24930
PYLON TOP LVL
+ 23700
TOP ANCHOR LEVEL
+300
PEDESTAL LEVEL
50 60
ELEVATION 2
SCALE - 1:150
51 52 53 54
+1800
LANDING LVL
+3600
LANDING LVL
+5400
LANDING LVL
40
30
20
10 70 80 90 100
± 0
EXT ROAD LEVEL
F.F.L + 8500
HANDRAIL LEVEL
F.F.L + 7500
SLAB LEVEL
+7230
BOTTOM DECK LEVEL
+ 3760
RCC WALL LVL.
+ 24930
PYLON TOP LVL
+ 23700
TOP ANCHOR LEVEL
ISJB 150
STEEL ANCHOR PIPE
STEEL ANCHOR PIPE
ISLB 150
ISJB 225
ISMB 225 MAST (ISJC 200)
ANCHORING BLOCK
CABLES
DECKING SHEET EDGE
CURB (200MM HIGH)
RAMP
SLOPE 1:10
RAMP
SLOPE 1:10
B C D E F G H I J K L
A
B1 B2 B3
LANDING 1
GL + 2100
LANDING 2
GL + 3900
LANDING 1
GL + 5700
DECK LANDING 1
GL + 7550
BASE PLATE
TENSILE CABLE
ANCHORAGE
01'
02'
02'
KEY PLAN
1. ALL DIMENSIONS ARE IN METERS AND LEV
GENERAL NOTES:
PROJECT TITLE :
CHECKED BY
GROUP
MEMBERS
MANANDEEP NARANG
MEGHMA KATAKI
SAANCHI RAJPOOT
SEJAL MITTAL
SHAMABHHAVI RANA
SUBANI CHOPRA
CLASS 4B
SEMESTER VII
SCALE
SCHOOL
CONSTRUCTION & MAT
SUSHANT SCHOOL OF
ART & ARCHITECTURE
SHEET TITLE :
SHEET NO.:
BOX STEEL LINK
STEEL BRACKET
BOX SECTION PLYON
CABLE ANCHORAGE
A
+ 24930
PYLON TOP LVL
+ 23700
TOP ANCHOR LEVEL
N O
B1 B2 B3 K1 K3
K2
P
KEY PLAN
PROJEC
CABLE S
BOX STEEL LINK
STEEL BRACKET
BOX SECTION PLYON
CABLE ANCHORAGE
A
+ 24930
PYLON TOP LVL
+ 23700
TOP ANCHOR LEVEL
N O
B1 B2 B3 K1 K3
K2
P
KEY PLAN
1. ALL D
GENER
PROJEC
CABLE
SHEET
CABLE

!"#$%&'(&)*#+,
C.L. OF CABLE
BOTTOM OF EDGE BEAM
LIVE END SOCKET
SECTION
SCALE - 1:200
GROUT TUBE
TOP OF EDGE BEAM
STEEL ANCHOR PIPE
NEOPRENE BOOT
ELASTOMERIC WASHER
WEB STIF
BOX SECTION
COLUMN
B C D E F G H I J K
200
L K
A
RAMP
SLOPE 1:10
RAMP
SLOPE 1:10
+6000
LANDING LVL
+4500
LANDING LVL
+3000
LANDING LVL
+1500
LANDING LVL
+1800
LANDING LVL
+3600
LANDING LVL
+5400
LANDING LVL
N O
B1 B2 B3 K1 K3
K2
P
RAMP REAR
SLOPE 1:10
RAMP REAR
SLOPE 1:10
RAMP REAR
SLOPE 1:10
1490 WIDE
PURLINS
ISMC 250
PYLON ISJC 200
C.L. OF CABLE
BOTTOM OF EDGE BEAM
GROUT TUBE
TOP OF EDGE BEAM
STEEL ANCHOR PIPE
NEOPRENE BOOT
SHIMS
BEARING PLATE
ELASTOMERIC WASHER
LIVE END SOCKET
WEB STIFFENER
6MM
BOX SECTION STEEL
PYLON C1
COLUMN STIFFENER
8MM
B C D E F G H I J K
SECTION
SCALE - 1:200
L K
F.F.L + 8500
HANDRAIL LEVEL
± 0
EXT ROAD LEVEL
A
RAMP
SLOPE 1:10
RAMP
SLOPE 1:10
F.F.L + 7500
SLAB LEVEL
+7230
BOTTOM DECK LEVEL
+ 3760
RCC WALL LVL.
+6000
LANDING LVL
+4500
LANDING LVL
+3000
LANDING LVL
+1500
LANDING LVL
+1800
LANDING LVL
+ 24930
PYLON TOP LVL
+ 23700
TOP ANCHOR LEVEL
+3600
LANDING LVL
+5400
LANDING LVL
+300
PEDESTAL LEVEL
N O
B1 B2 B3 K1 K3
K2
P
RAMP REAR
SLOPE 1:10
RAMP REAR
SLOPE 1:10
RAMP REAR
SLOPE 1:10
1490 WIDE
PURLINS
ISMC 250
PYLON ISJC 200
C.L. OF CABLE
BOTTOM OF EDGE BEAM
GROUT TUBE
TOP OF EDGE BEAM
STEEL ANCHOR PIPE
NEOPRENE BOOT
SHIMS
BEARING PLATE
ELASTOMERIC WASHER
LIVE END SOCKET
WEB STIFFENER
6MM
BOX SECTION STEEL
PYLON C
COLUMN STIFFEN
B C D E F G H I J K
SECTION
SCALE - 1:200
L K
F.F.L + 850
HANDRAIL
± 0
EXT ROAD
A
RAMP
SLOPE 1:10
RAMP
SLOPE 1:10
F.F.L + 750
SLAB LEVE
+7230
BOTTOM D
+ 3760
RCC WALL
+6000
LANDING LVL
+4500
LANDING LVL
+3000
LANDING LVL
+1500
LANDING LVL
+1800
LANDING LVL
+ 24930
PYLON TO
+ 23700
TOP ANCH
+3600
LANDING LVL
+5400
LANDING LVL
+300
PEDESTAL
N O
B1 B2 B3 K1 K3
K2
P
RAMP REAR
SLOPE 1:10
RAMP REAR
SLOPE 1:10
RAMP REAR
SLOPE 1:10
1490 WIDE
PURLINS
ISMC 250
PYLON ISJC 200

PIPE EXTENSION
THREADED COUPLING
STEEL PIPE SLEEVE
DECK SLAB
C.L. CABLE
LIVE & SOCKET
PIPE SUPPORT
I SECTION GIRDER
DECK CROSS BEAM
I SECTION
CABLE DAMPER ASSEMBLY
ANCHOR PIPE
ANCHOR TOP FLANGE
ANCHOR PIPE WELDED TO STEEL
MOUNTING PLATE
STEEL MOUNTING PL
ANCHOR BOTTOM FLANGE
EDGE GIRDER
WEB STIFFENER
C.L. OF CABLE
BOTTOM OF EDGE BEAM
GROUT TUBE
TOP OF EDGE BEAM
STEEL ANCHOR PIPE
NEOPRENE BOOT
SHIMS
BEARING PLATE
ELASTOMERIC WASHER
LIVE END SOCKET
WEB STIFFENER
6MM
I SECTION GIRDER
CLEAT ANGLE
BOX SECTION STEEL
PYLON C1
M 28 ANCHOR BOLTS
8 NOS. Ø12 DRILL HOLES
COLUMN STIFFENER
8MM
CLEAT ANGLE
BASE PLATE
STIFFENER PLATE
HAUNCH CONNECTION
I SECTION GIRDER
ANCHOR STIFFENER
BASE PLATE 8MM
WEB STIFFENER 6MM
ANCHOR PLATE 6MM
ANCHOR FLANGE PLATE
ANCHOR PIPE
PIPE SUPPORT
ANCHOR SUPPORT BOX
SECTION
SCALE - 1:200
F.F.L + 8500
HANDRAIL LEVEL
± 0
EXT ROAD LEVEL
RAMP
SLOPE 1:10
RAMP
SLOPE 1:10
F.F.L + 7500
SLAB LEVEL
+7230
BOTTOM DECK LEVEL
+ 3760
RCC WALL LVL.
+6000
LANDING LVL
+4500
LANDING LVL
+3000
LANDING LVL
+1500
LANDING LVL
+1800
LANDING LVL
+3600
LANDING LVL
+5400
LANDING LVL
+300
PEDESTAL LEVEL
RAMP REAR
SLOPE 1:10
RAMP REAR
SLOPE 1:10
RAMP REAR
SLOPE 1:10
1490 WIDE
PURLINS
ISMC 250
PYLON ISJC 200
1. ALL DIM
GENERA
GROUP
MEMBE
DATE
CLASS
SEMEST
SCALE
SCHOOL
SUBJEC
SHEET T
CABLE T
SHEET NO.:
PIPE EXTENSION
THREADED COUPLING
STEEL PIPE SLEEVE
DECK SLAB
C.L. CABLE
LIVE & SOCKET
PIPE SUPPORT
I SECTION GIRDER
DECK CROSS BEAM
I SECTION
CABLE DAMPER ASSEMBLY
ANCHOR PIPE
ANCHOR TOP FLANGE
ANCHOR PIPE WELDED TO STEEL
MOUNTING PLATE
STEEL MOUNTING PL
ANCHOR BOTTOM FLANGE
EDGE GIRDER
WEB STIFFENER
GROUT TUBE
TOP OF EDGE BEAM
STEEL ANCHOR PIPE
NEOPRENE BOOT
SHIMS
BEARING PLATE
ELASTOMERIC WASHER
WEB STIFFENER
6MM
I SECTION GIRDER
CLEAT ANGLE
BOX SECTION STEEL
PYLON C1
M 28 ANCHOR BOLTS
COLUMN STIFFENER
8MM
CLEAT ANGLE
BASE PLATE
STIFFENER PLATE
HAUNCH CONNECTION
I SECTION GIRDER
ANCHOR STIFFENER
BASE PLATE 8MM
WEB STIFFENER 6MM
ANCHOR PLATE 6MM
ANCHOR FLANGE PLATE
ANCHOR PIPE
PIPE SUPPORT
ANCHOR SUPPORT BOX
0
F.F.L + 8500
HANDRAIL LEVEL
± 0
EXT ROAD LEVEL
RAMP
SLOPE 1:10
RAMP
SLOPE 1:10
F.F.L + 7500
SLAB LEVEL
+7230
BOTTOM DECK LEVEL
+ 3760
RCC WALL LVL.
+6000
LANDING LVL
+4500
LANDING LVL
+3000
LANDING LVL
+1500
LANDING LVL
+1800
LANDING LVL
+3600
LANDING LVL
+5400
LANDING LVL
+300
PEDESTAL LEVEL
RAMP REAR
SLOPE 1:10
RAMP REAR
SLOPE 1:10
RAMP REAR
SLOPE 1:10
1490 WIDE
PURLINS
ISMC 250
PYLON ISJC 200
GROUP
MEMBE
DATE
CLASS
SEMES
SCALE
SCHOO
SUBJE
SHEET NO.:
FFENER
6MM
I SECTION GIRDER
CLEAT ANGLE
N STEEL
PYLON C1
M 28 ANCHOR BOLTS
N STIFFENER
8MM
CLEAT ANGLE
BASE PLATE
STIFFENER PLATE
HAUNCH CONNECTION
BOX STEEL LINK
STEEL BRACKET
BOX SECTION PLYON
CABLE ANCHORAGE
F.F.L + 8500
HANDRAIL LEVEL
± 0
EXT ROAD LEVEL
F.F.L + 7500
SLAB LEVEL
+7230
BOTTOM DECK LEVEL
+ 3760
RCC WALL LVL.
+ 24930
PYLON TOP LVL
+ 23700
TOP ANCHOR LEVEL
+300
PEDESTAL LEVEL
KEY PLAN
GENERAL NOTES:
PROJECT TITLE :
SHEET TITLE :
I SECTION GIRDER
CLEAT ANGLE
M 28 ANCHOR BOLTS
CLEAT ANGLE
BASE PLATE
STIFFENER PLATE
HAUNCH CONNECTION
BOX STEEL LINK
STEEL BRACKET
BOX SECTION PLYON
CABLE ANCHORAGE
KEY PLAN
GENERAL NOTES:
PROJECT TITLE :
SHEET TITLE :
M
I SECTION GIRDER
CLEAT ANGLE
C1
M 28 ANCHOR BOLTS
NER
8MM
CLEAT ANGLE
BASE PLATE
STIFFENER PLATE
HAUNCH CONNECTION
BOX STEEL LINK
STEEL BRACKET
BOX SECTION PLYON
CABLE ANCHORAGE
00
L LEVEL
D LEVEL
00
EL
DECK LEVEL
L LVL.
OP LVL
HOR LEVEL
L LEVEL
KEY PLAN
GENERAL NOTES:
PROJECT TITLE :
SHEET TITLE :
!"#$%&'(&)*#+,

!"#$%!&'()*+(,-!.($!/0#12$3,-!4+0(#%!50)
!
!"#$%&&'(%)*#
!"#

!"#$%&'#()&*
+,-'.-/0,'123'425-'6784',2751885'1,90,':9;-3'<,-'=3-7'<,-'
6>-?9.9>9<@'<8'7->2?A'39<A'0,2<'19<,'-20,'8<,-7B'
+,-':-84-<7@'2>38':9;-3'2'C>2@6=>'0,2720<-7'<8'<,-'3C20-'9/'1,90,'
9<'93'D-C<B
+,-'.-/0,'123'08/3<7=0<-5'=39/:';2798=3',2751885'E89/-79-3'>9D-'
>2C'E89/<3A'487<93-'2/5'<-/8/'E89/<A'<8/:=-'F':788;-'E89/<'2/5'42/@'
8<,-73B'+,-3-'E89/<3'1-7-':9;-/'-?<72'3=CC87<'19<,'<,-',->C'86'
25,-39;-A'/29>3'2/5'2/:=>27'.720D-<3B
G2<-792>'=3-5'H',2751885
I9/93,'=3-5'H';27/93,'
J$KLL'MK$$'*K)J%)J
+,93',8<'297'.2>>88/'12>>',2/:9/:'123'425-'19<,'2'C780-33'02>>-5'
38>5-79/:'19<,'08CC-7'689>B'I973<'<,-':>233'123'0=<'9/'5-397-5'3,2C-
<,-/'-5:-3'08;-7-5'19<,'08CC-7'689>B'L8>5-79/:'123'58/-'8/'9<'<8'
6=7<,-7'E89/'<,-'C9-0-3'2/5':9;-'2'487-'69/93,-5'>88DB'
%<'42D-3'687'2'.-2=<96=>'12>>N19/581',2/:9/:'1,90,'02/'.-'=3-5'
9/';2798=3'3C20-3'9-A'>9;9/:'7884A'D953'7884A'.-57884'-<0B
''
G2<-792>'=3-5'H':>233
I9/93,'=3-5'H'J>233'C29/<'
!"#$#%&'()*+$,-%./*-%($0(1/2.

+91 9877774777 , sejalmittal059@gmail.com
Sejal Mittal
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