1:100 0
1m
2m
3m
1:50
1:1
0.5m
10mm
1m
20mm
1.5m
30mm
0
0
NOTES
GRADE OF STEEL TO BE E250 AS PER IS2062:2011
Note:
In this Detail H all bolts are M16 unless noted
otherwise
In this detail all cleats are 100X100X5 unless
noted otherwise
GRADE OF CONCRETE FOR PLINTH BASE PLATE PROTECTION TO BE MIN.
M15 AS PER IS 456:2000
GRADE OF BOLTS TO BE 4.6 AS PER IS 1367:PART 2
250MM PIPE
616
766
2000
50
300
2-M16
Hex-Head bolt
M4
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS STATED OTHERWISE.
ALL STEELWORK IS TO BE HOT DIPPED GALVANISED.
99
LVL. 8 + 20.00 M.
1456
M5
MAIN LEG OF THE TOWER.
300
150
345
1456
50
200
50
4 NOS. 20 DIA H. T.
ANCHOR RODS.
M9
SECTION 9-9
1-M20
Hex-Head bolt
75X8 M. S. FLATS WITH
CLEAR DISTANCE 300 MM.
AS LADDER
200
38
M8
26
36
M8
DET at 'G'
75x8
M. S. FLATS
Cleat Angle
50x50x6
Cleat Angle
150X100X8
2500
Flat plate 40x6.
M5
2-M20
Hex-Head bolt
A PULLEY IS TO BE PROVIDED AT A HEIGHT OF 2.00 M. ABOVE THE
PLATFORM TO LIFT LOADS FROM GROUND LEVEL TO PLATFORM LEVEL.
MAXIMUM LOAD FOR PULLEY LIFT IS 500 kg
iNTERMEDIATE LANDING
LEVEL
Cleat Angle
50x50x6
2420
Typical
Allround Fillet
weld of 3mm.
M9
210
26
81
M8
M8
M5
M1
(4 Nos.)
1456
716
Grating
See Detail J
40 60 40
Factory Welded
300
M5
100
LVL. 7 + 17.5 M.
200
1524
M5
SECTION 8-8
+20.00 LEVEL
THE TOWER IS DESIGNED FOR OFF SHORE WIND VELOCITY
AS PER CLAUSE 5.5 OF IS 875 (PART-3)-1987.
DETAILS OF BASEPLATE
FOR SUPPORT NO. 1
Scale 1:10
DET at 'F'
1456
THE TOWER SHALL BE ERECTED ON A R. C. JETTY.
GUSSET PLATE
140 WIDE,
150 HIGH 10 THK.
Cleat Angle
150x100x8
2500
616
210
210
2000
Flat plate 40x6.
1592
LVL. 6 + 15.00 M.
300
GI pipe of 40mm
DET at 'F'
LVL. 6 + 15.00 M.
Flat plate 40x6
50X50X6 angle
support to railing
DETAIL H
6
600
M5
THIS AREA OF 2.420X2.420m
SHALL BE FILLED WITH
200 MM. THK. CONCRETE AFTER
ERECTION OF THE TOWER
300
M8
1919
Bearing bars
25X5 @ 30mm c/c
27
27
M8
2500
Scale 1:10
2000
1592
2420
M9
HOT DIP GALVANIZING OF MIN 90 MICRONS TO BE USED FOR STRUCTURAL
STEEL AND CONNECTIONS, AS PER IS 2629
99
50X6 flats-verticals
M2
(4 Nos.)
50
ALROUND FILLET WELD OF 3MM.
U connector bolt
Detail To be confirmed
with contractor
2-M12 bolts
50X50X6 angle
support to railing
PLATES TO HAVE MINIMUM YIELD STRENGTH OF 250 MPA
300
BASE PLATE
300X300 / 20 THK.
ISA 120x120x8
DET at 'I'
LVL. 8 + 20.00 M.
GUSSET PLATE
270WIDE,
150 HIGH 10 THK.
25MM REBAR WELDED TO
FLATS
1000
500
9
Railing created
by 16-dia bar
264
2000
1456
M5
1000
500
2100
210
Flat plate 40x6
DET at 'F'
1592
1660
M5
LVL. 5 + 12.50 M..
DETAILS OF FOUR BASE PLATES
FOR THE FOUR LEGS OF THE TOWER
1660
LADDER
CONNECTION DETAIL
M8
27
73
M8
M1
(4 Nos.)
Cross bars
6mm square twisted
@150mm c/c
SECTION E-E
2500
1592
716
M9
M2
(4 Nos.)
M5
Electroforged hotdip
galv. Grating details by
Indiana or eqv.
SECTION 6-6
+15.00 LEVEL
RAILING PLAN LAYOUT:
Scale 1:10
DET at 'E'
1728
LVL. 4 + 10.00 M.
LVL. 4 + 10.00 M.
Detail J: Steel bar Grating A1
1728
Scale 1:25
4
M5
DET at 'D'
M1
M8
ISA 50X50X6
27
67
2
M
M1
2500
Note: Same detail to be used for
other orthogonal channels sitting on
top of each other
27
M5
ISA 50X50X6
M5
650
DET at 'C'
M4
Splice Plate
100x10
Allround Fillet
weld of 3mm.
Tower Leg
M16
Hex-Head bolt
1000
200
76
M1
2
M
M1
M1
(4 Nos.)
SECTION 4-4
+10.00 LEVEL
Allround Fillet
weld of 3mm.
M5
2500
1728
716
M9
M2
(4 Nos.)
M5
DET at 'D'
M4
M5
LVL. 3 + 7.50 M.
150
1796
M5
500
50 50 50 50
650
DET at 'C'
1728
M16
Hex-Head bolt
75
M1
M4
1864
LVL. 2 + 5.00 M.
LVL. 2 + 5.00 M.
50X50X6 angle
support to railing
1864
M5
2
SECTION C-C
M1
CHANNEL
CONNECTION DETAIL
Scale 1:10
Scale 1:10
2-M12 bolts
Scale 1:10
650
28
25
M1
DETAIL E
2
2500
DETAIL I
DET at 'C'
1932
Typical Detail of Railing:
LVL. 1 + 2.50 M.
Scale 1:10
1
M5
1864
50
Ladder Section
Scale 1:100
30
M20
Hex-Head bolt
(3 nos)
200
6mm Gusset
Plate
60
6-M16
Hex-Head bolt
Splice Plate
90x10
M8
M16
Hex-Head
bolt
M16
Hex-Head bolt
Allround Fillet
weld of 3mm.
Member Table
Splice Plate
90x10
Allround Fillet
weld of 3mm.
2000
50
DET
at 'A'
2000
SECTION 2-2
+5.00 LEVEL
130
LVL. 0 +0.000 M.
Splice Angle
90x90x6
M2
90
40
LVL. 0 +0.000 M.
50 50 50 50
M1
2
M
M1
2500
1864
716
M1
221
M1
(4 Nos.)
M8
M20
Hex-Head bolt
(3 nos)
M9
DET
at 'B'
M
M2
(4 Nos.)
28
62
M5
SECTION B-B
M8
Symbol
Member Specifications
M1
ISA 150X150X10
M2
ISA 90X90X6
M3
ISA 65X65X6
M4
ISMC 100
M5
ISMC 100
M6
ISMC 100
M7
ISMC 100
M8
ISA 110X110X10
M9
ISMC 75
TWO ANGLES
CONNECTION DETAIL
M16
Hex-Head bolt
475
707
DETAIL F
M5
Scale 1:10
50 50
M16
Hex-Head bolt
M16
Hex-Head bolt
0
30 4
50
SECTION 1-1
+2.50 LEVEL
90
230
50
RAISED M15 CONCRETE PLATFORM
WASHER AND NUT AT
200 MM. THICK
TOP & BOTTOM OF BASE PLATE
2000
M1
TOP OF JETTY SLAB
60
70
GROUT UNDER BASEPLATE SHALL BE
FROM PIDILITE IT MAY BE POURED BY
A FUNNEL THROUGH A HOLE IN THE BASEPLATE
BASE PLATE
20 MM. THK.
300
20
JETTY SLAB
450 MM. THICK
200
150MM PIPE
2000
HIGH TENSILE STEEL ROUND BAR NOMINAL
DIA. 20 MM. LENGTH 450 MM. FULLY THREADED.
BOTTOM 300 MM. THREADED PORTION TO BE
EMBEDDED IN DRILLED HOLE IN CONCRETE AND
GROUTED WITH FOSROCK LOKFIX P GROUT.
DRILLED HOLE IN CONCRETE SHALL BE 24 MM. DIA.
DETAIL D
Scale 1:10
(Optiopn-1)
PLAN AT 0.00 LEVEL
Midlanding Plans
40
60
All round Fillet
weld of 3mm.
12
12
0
200
Allround Fillet
weld of 3mm.
40
6 mm Gusset
Plate
M20
Hex-Head bolt
(3+3 nos)
Allround Fillet
weld of 3mm.
Allround Fillet
weld of 3mm.
188
M1
BASE PLATE
300X300 / 20 THK.
DETAIL A
FILLET WELD
3MM.
DETAIL C
DETAIL B
Scale 1:10
Scale 1:10
Scale 1:10
Splice Plate
100x10
M1
M20
Hex-Head bolt
Splice Plate
100x10
SECTION A-A
TWO ANGLES
CONNECTION DETAIL
Design Complaint to the foll. Codes
IS 801-2007, IS 875
Drawing Title:
Structural Drawing
1 of 1
Steel Material Properties:
Grade of Steel E250 as per IS
Only written dimensions to be used.
Grade of concrete to be M25
Reinforcing bars to be Fe500
17.10.16 FOR CONSTR.
07.09.16 FOR REVIEW
Date: Description:
Revision History
M. P. PANDIT & ASSOCIATES
Structural Consultants
Notes:
Correct Paper Size: A1
6mm gusset
Plate
40
M16
Hex-Head bolt
HIGH TENSILE STEEL
FOUNDATION BOLTS
Scale 1:10
Splice Plate
100x10
STRUCTURAL
M16
Hex-Head bolt (8 nos)
60
40
40
FILLET WELD
3MM.
M1
100
12
0
40
0
12
400
50
50 50 50
12
187
M1
100
M5
M2
Project:
Fire Fighting Tower
At JNPT
Client:
BPCL
403 ACME INDUSTRIAL PARK
WESTERN EXPRESS HIGHWAY
GOREGAON (E), MUMBAI 400 063
Tel. 2686 0375 / 2686 0094
E mail mp.pandit@gmail.com
Drawn:
Checked:
Designed:
JT & SK
NP
SK
Agami Engineering
38/1997 Vakratunda Soc.,
GandhiNagar, Bandra (E),
Mumbai 400 051
P: +91-22-26432068
W: www.agamiengineering.com
Drawing No.:
S101
Project No.:
--
