A
A' GROUND FLOOR PLAN
UP
BED ROOM-1
3000 X 3150
BED ROOM-2
3300 X 3000
LOBBY
2885X 2700
VERANDAH
1500 WIDE
12 MM
DROP
12 MM
DROP
DRAWING ROOM
3000X 4265
12 MM
DROP
VERANDAH
1500 WIDE
TOILET
1500X2250
KITCHEN
3000X 2000
TREAD:250
RISER :150
WIDTH:1200
EL
EC
.
PA
NE
L
900MM HIGH
RAILING
LVL±00
LVL+600
Da
D
Da
Da
D1
DW2
V
W2
DN
LVL±00
EL
EC
.
SH
AF
T
EL
EC
.
SH
AF
T
UP
900MM HIGH
RAILING
TOILET
1570 X 2250
V
VERANDAH
1500 WIDE
W3
W4
D2
1 4 5 6 7 832
A
BC
E
D
G
224503415 3115 3230 2930 3230 3115 3415
370
2055
1235
1935
1385
8210
BED ROOM-1
3000 X 3150
BED ROOM-2
3300 X 3000
LOBBY
2885X 2700
VERANDAH
1500 WIDE
12 MM
DROP
12 MM
DROP
DRAWING ROOM
3000X 4265
12 MM
DROP
VERANDAH
1500 WIDE
TOILET
1500X2250
KITCHEN
3000X 2000
TOILET
1570 X 2250
VERANDAH
1500 WIDE
1230
D2
DW1
DW1
W1
10
00
48
5
3780
10
15
450
10
15
1665
45
0
3115
57
0
51
5
1205
1085
1085 1050
26
5 2665
1135
75
0
F
600 1960 600
53
0
1050
W
48
5
3780
10
15
450
10
15
1665
45
0
3115
57
0
51
5
1205
1085
10851050
26
52665
1135
75
0
6001960600
1050
230 230
(A Government of India Enterprise)
PROJECT
DESIGN
DRAWN
CHKD
APPROVED
DATE
CONSULTANT
EXECUTIVE AGENCY
EPI DRAWING NO.
TITLE
SCALE : NTS (A3)
CATEGORY OF DRG. APPROVAL RECORDINFORMATION REFERENCE CONSTRUCTION
THIS DRAWING IS CONFIDENTIAL &SHOULD NOT BE DISCLOSED,COPIEDOR LENT TO A THIRD PARTY
WITHOUT WRITTEN CONSENT OF
EXCEPT FOR THE PURPOSE OF
ENGINEERING PROJECTS (I) LTD.
CONSTRUCTION, OPERATION AND MAINTENANCE OF THE SYSTEM FORWHICH THE DRAWING IS MEANT.
SHEET 1 OF 6
AR. Ashok Kummar.ARCH-EN DESIGNB 1/37, Hauz Khas, New Delhi 110016
Email : [email protected] : 011-451822 Fax - 011-45188288
CLIENT
I.T.B.P (INDO-TIBETAN BORDER POLICE)
TYPE-III (G+3)GROUND FLOOR PLAN
PROPOSED CONSTRUCTION OF THE RAISING 29thBATTALION HEAD QUARTER FOR INDO-TIBETAN BORDERPOLICE (ITBP) AT JABALPUR (M.P.)
WI/693/C/AR-001ALL DIMENSIONS ARE IN MM
TYPICAL FLOOR PLAN
UP
BED ROOM-1
3000 X 3150
BED ROOM-2
3300 X 3000
LOBBY
2885X 2700
BALCONY
1500 WIDE
12 MM
DROP
12 MM
DROP
DRAWING ROOM
3000X 4265
12 MM
DROP
BALCONY
1500 WIDE
TOILET
1500X2250
KITCHEN
3000X 2000
TREAD:250
RISER :150
WIDTH:1200
900MM HIGH
RAILING
LVL±00
EL
EC
.
SH
AF
T
EL
EC
.
SH
AF
T
900MM HIGH
RAILING
TOILET
1570 X 2250
BALCONY
1500 WIDE
1 4 5 6 7 832
A
BC
E
D
G
224503415 3115 3230 2930 3230 3115 3415
370
2053
1235
1937
1385
8211
BED ROOM-1
3000 X 3150
BED ROOM-2
3300 X 3000
LOBBY
2885X 2700
BALCONY
1500 WIDE
12 MM
DROP
12 MM
DROP
DRAWING ROOM
3000X 4265
12 MM
DROP
BALCONY
1500 WIDE
TOILET
1500X2250
KITCHEN
3000X 2000
TOILET
1570 X 2250
BALCONY
1500 WIDE
1231
DN
900MM HIGH
RAILING
F
(A Government of India Enterprise)
PROJECT:
DESIGN
DRAWN
CHKD
APPROVED
DATE
CONSULTANT
EXECUTIVE AGENCY
EPI DRAWING NO.
TITLE
CATEGORY OF DRG. APPROVAL RECORDINFORMATION REFERENCE CONSTRUCTION
THIS DRAWING IS CONFIDENTIAL &SHOULD NOT BE DISCLOSED,COPIEDOR LENT TO A THIRD PARTY
WITHOUT WRITTEN CONSENT OF
EXCEPT FOR THE PURPOSE OF
ENGINEERING PROJECTS (I) LTD.
CONSTRUCTION, OPERATION AND MAINTENANCE OF THE SYSTEM FORWHICH THE DRAWING IS MEANT.
SHEET 2 OF 6
AR. Ashok Kummar.ARCH-EN DESIGNB 1/37, Hauz Khas, New Delhi 110016
Email : [email protected] : 011-451822 Fax - 011-45188288
CLIENT
I.T.B.P (INDO-TIBETAN BORDER POLICE)
PROPOSED CONSTRUCTION OF THE RAISING 29thBATTALION HEAD QUARTER FOR INDO-TIBETAN BORDERPOLICE (ITBP) AT JABALPUR (M.P.)
TYPE-III (G+3)TYPICAL FLOOR PLAN(FIRST, SECOND AND THIRD FLOOR)
SCALE : NTS (A3)
ALL DIMENSIONS ARE IN MMWI/693/C/AR-002
900MM HIGH
RAILING
DN
TREAD:250
RISER :150
WIDTH:1200
900MM HIGH
RAILING
Db
450MM WIDE
PROJECTION
Db
450MM WIDE
PROJECTION
3530 3115
450
2665 3160 2665
450
3115 3530
67
60
10
15
37
0
10
15
17501615143038301365270013653780143016651750
10
15
37
0
10
15
67
60
26
5
10
45
26
5
10
45
900 MM HIGH
PARAPET WALL
900 MM HIGH
PARAPET WALL
900 MM HIGH
PARAPET WALL
TERRACE PLAN
10
50
10
00
24
30
22
50
12
00
2700
450
450
1200
300
1200
TERRACE
LVL+13200
TERRACE
LVL+13200
SLOPE
450X450KHURRA
SLOPE
450X450KHURRA
900 MM HIGH
PARAPET WALL
900 MM HIGH
PARAPET WALL
900 MM HIGH
PARAPET WALL SLOPE
450X450KHURRA
SLOPE
450X450KHURRA
TERRACING
AS/SPEC
TERRACING
AS/SPEC
1 4 5 6 7 832
A
BC
E
D
G
224503415 3115 3230 2930 3230 3115
3415
370
2053
1235
1937
1385
8211
1231
(A Government of India Enterprise)
PROJECT
DESIGN
DRAWN
CHKD
APPROVED
DATE
CONSULTANT
EXECUTIVE AGENCY
TITLE
CATEGORY OF DRG. APPROVAL RECORDINFORMATION REFERENCE CONSTRUCTION
THIS DRAWING IS CONFIDENTIAL &SHOULD NOT BE DISCLOSED,COPIEDOR LENT TO A THIRD PARTY
WITHOUT WRITTEN CONSENT OF
EXCEPT FOR THE PURPOSE OF
ENGINEERING PROJECTS (I) LTD.
CONSTRUCTION, OPERATION AND MAINTENANCE OF THE SYSTEM FORWHICH THE DRAWING IS MEANT.
SHEET 3 OF 6
AR. Ashok Kummar.ARCH-EN DESIGNB 1/37, Hauz Khas, New Delhi 110016
Email : [email protected] : 011-451822 Fax - 011-45188288
CLIENT
I.T.B.P (INDO-TIBETAN BORDER POLICE)
TYPE-III (G+3)TERRACE PLAN
PROPOSED CONSTRUCTION OF THE RAISING 29thBATTALION HEAD QUARTER FOR INDO-TIBETAN BORDERPOLICE (ITBP) AT JABALPUR (M.P.)
EPI DRAWING NO.
SCALE : NTS (A3)
WI/693/C/AR-003ALL DIMENSIONS ARE IN MM
LVL. ±00N.G. LVL.
LVL. +150GROUND LVL.
LVL +600PLINTH LVL.
LVL +3750FIRST FL. LVL.
LVL +6900SEC. FL. LVL.
LVL +115
LVL +10050THIRD. FL. LVL.
LVL +485LVL -900
LVL -3350
LVL+1500
LVL -2215
LVL±00LVL-1385
LVL +115LVL +485 LVL -900
LVL -3350
LVL+1500
LVL±00 LVL-1385
(A Government of India Enterprise)
PROJECT
DESIGN
DRAWN
CHKD
APPROVED
DATE
CONSULTANT
EXECUTIVE AGENCY
TITLE
CATEGORY OF DRG. APPROVAL RECORDINFORMATION REFERENCE CONSTRUCTION
THIS DRAWING IS CONFIDENTIAL &SHOULD NOT BE DISCLOSED,COPIEDOR LENT TO A THIRD PARTY
WITHOUT WRITTEN CONSENT OF
EXCEPT FOR THE PURPOSE OF
ENGINEERING PROJECTS (I) LTD.
CONSTRUCTION, OPERATION AND MAINTENANCE OF THE SYSTEM FORWHICH THE DRAWING IS MEANT.
SHEET 4 OF 6
AR. Ashok Kummar.ARCH-EN DESIGNB 1/37, Hauz Khas, New Delhi 110016
Email : [email protected] : 011-451822 Fax - 011-45188288
CLIENT
I.T.B.P (INDO-TIBETAN BORDER POLICE)
TYPE-III (G+3)FRONT ELEVATION
PROPOSED CONSTRUCTION OF THE RAISING 29thBATTALION HEAD QUARTER FOR INDO-TIBETAN BORDERPOLICE (ITBP) AT JABALPUR (M.P.)
EPI DRAWING NO.
SCALE : NTS (A3)
WI/693/C/AR-004ALL DIMENSIONS ARE IN MM
SECTION - AA'
850
850
850
3150
3150
3150
600
150
450
1320
0
900
(A Government of India Enterprise)
PROJECT
DESIGN
DRAWN
CHKD
APPROVED
DATE
CONSULTANT
EXECUTIVE AGENCY
TITLE
CATEGORY OF DRG. APPROVAL RECORDINFORMATION REFERENCE CONSTRUCTION
THIS DRAWING IS CONFIDENTIAL &SHOULD NOT BE DISCLOSED,COPIEDOR LENT TO A THIRD PARTY
WITHOUT WRITTEN CONSENT OF
EXCEPT FOR THE PURPOSE OF
ENGINEERING PROJECTS (I) LTD.
CONSTRUCTION, OPERATION AND MAINTENANCE OF THE SYSTEM FORWHICH THE DRAWING IS MEANT.
SHEET 5 OF 6
AR. Ashok Kummar.ARCH-EN DESIGNB 1/37, Hauz Khas, New Delhi 110016
Email : [email protected] : 011-451822 Fax - 011-45188288
CLIENT
I.T.B.P (INDO-TIBETAN BORDER POLICE)
TYPE-III (G+3)SECTION
PROPOSED CONSTRUCTION OF THE RAISING 29thBATTALION HEAD QUARTER FOR INDO-TIBETAN BORDERPOLICE (ITBP) AT JABALPUR (M.P.)
EPI DRAWING NO.
SCALE : NTS (A3)
WI/693/C/AR-005ALL DIMENSIONS ARE IN MM
D=1000x2400ELEVATION
2400
1000
750 800
1550
ELEVATION
750
1650
2400
SPACE FORCOOLER/ A.C.
D2=750x2100ELEVATION
2100
750
V=600x900ELEVATION
600
900
1500
400
2400
TH
500
D1=900x2400ELEVATION
2400
900
Da=1000x2100ELEVATION
2100
1000
1000
35X35X5 MMDOOR FRAME
BRACING12X4 MMMS FLATREAR SIDE( FIX ONEDGE)
25X4MM FLATBOTH SIDE
M.S SHEET 1 MM THK.
M.S SHEET 1 MM THK.
M.S SHEET 1 MM THK.
1000
HANDLE
2100
1100
1050
1350
1000
W2=1000x1350ELEVATION
2400
O
450 550
750 750
1500
ELEVATION
750
1650
2400
SPACE FORCOOLER/ A.C.
750
1650
1500
W=1500x1650ELEVATION
2400
O
750
1650
1065
W1=1000x1650ELEVATION
2400
O
EQ EQ
O
NOTE:ALL FRAMES WILL BE SAL WOODWITH FLUSH SHUTTERS
800700
SPACE FORCOOLER/ A.C.
O
900
1500
750
W3=750x1500ELEVATION
2400
O O
900
1500
600
W4=600x1500ELEVATION
2400
O
600
700
750
600
700
600
550
800
400 200
(A Government of India Enterprise)
PROJECT
DESIGN
DRAWN
CHKD
APPROVED
DATE
CONSULTANT
EXECUTIVE AGENCY
TITLE
CATEGORY OF DRG. APPROVAL RECORDINFORMATION REFERENCE CONSTRUCTION
THIS DRAWING IS CONFIDENTIAL &SHOULD NOT BE DISCLOSED,COPIEDOR LENT TO A THIRD PARTY
WITHOUT WRITTEN CONSENT OF
EXCEPT FOR THE PURPOSE OF
ENGINEERING PROJECTS (I) LTD.
CONSTRUCTION, OPERATION AND MAINTENANCE OF THE SYSTEM FORWHICH THE DRAWING IS MEANT.
SHEET 6 OF 6
AR. Ashok Kummar.ARCH-EN DESIGNB 1/37, Hauz Khas, New Delhi 110016
Email : [email protected] : 011-451822 Fax - 011-45188288
CLIENT
I.T.B.P (INDO-TIBETAN BORDER POLICE)
TYPE-III (G+3)DOOR WINDOW DETAIL
PROPOSED CONSTRUCTION OF THE RAISING 29thBATTALION HEAD QUARTER FOR INDO-TIBETAN BORDERPOLICE (ITBP) AT JABALPUR (M.P.)
EPI DRAWING NO.SCALE : NTS (A3)
WI/693/C/AR-006ALL DIMENSIONS ARE IN MM
1 4 5 6 7 832
A
BC
E
D
G
224503415 3115 3230 2930 3230 3115 3415
370
2055
1235
1935
1385
8210
1230
F
1650
1950
C3
1650
1950
C3
1950
2250
C4
1950
2250
C4
FT4
FT6
FT4
FT6
16501650 C2
16501650 C2
FT3 FT3
1950
1950 C4
FT5
1950
2250
C4
FT6
19501950 C3
FT5
1650
1650 C3
FT3
1950
2250C4
FT6
1650
1650 C3
1350
1650
C2
FT2
1650
1650C3
1650
1650C31950
1950C4
FT5
1950
2250
C4
FT6
1950 1950C3
FT5
1650
1650C3
FT3
1950
2250 C4
FT6
1650
1650C3
1350
1650
C2
FT2
165016
50 C3
1650
1650 C3
1 4 5 6 7 832
A
BC
E
D
G
224503415 3115 3230 2930 3230 3115 3415
370
2055
1235
1935
1385
8210
1230
F
PB2 PB2
PB4
PB4
PB3
PB3
PB3
1
11
1
1
1
1
1
1
1
PB2PB2
PB4
PB4
PB3
PB3
PB3
1
1 1
1
1
1
1
1
(Plan showing footing nos. & col. nos.)FOUNDATION PLAN
(FOR DETAILS REFER TABLE(1))PLAN OF TYPICAL ISOLATED FOOTING(AXB)
Note - a & b are dimensions of column
SECTION AT X-X
X
AST2
AST
1
X
Column pedestal
Column
12345
FT1FT2FT3FT4FT5
1650X1650 1500X1500
TABLE-1,DETAIL OF ISOLATED FOOTINGSTRENCH
SIZE(A X B)
(mmxmm)
SIZE(A' X B')
(mmxmm)
FOOTING FOOTING BOTTOMFACE REINF.
FOOTING TOPFACE REINF.
D[mm]
[THICKNESSOF FOOTING]Ast1 Ast2 Asc1 Asc2S.
NO
.
FOO
TIN
GN
O.
1650X1950 1500X18001950X1950 1800X1800
1350X1350 1200X12001350X1650 1200X1500
FLOOR LVL.SLAB BEAMS
COL. REINE.
LATERAL TIES
TIES
END
ZO
NE
END
ZO
NE
TIES
COL. SEC.FOR DETAILS REFERS
P. LVL.
END
ZO
NE
PLINTH BEAM
TIES
LEAN CONC.Ast1 Ast2
SECTION AT X-X
L0
L0
Asc2Asc1
G. LVL.
H0=END ZONE OF COL. SHALL BE LARGEST
(C) LARGEST LATERAL DIMENSION OF COL.(b)L0 = END ZONE IN BEAM SHALL BE =
NOTE:-
(A) 450 MM. (B) 1/6 X CLEAR HT. OF COL.(H)
OF FOLLOWING
2 X DEPTH OF BEAM
#10@
200
Column pedestal
300
6 FT6 1950X2250 1800X2100
#10@175#10@175 300#8@225 #8@225#10@150#10@150 325#8@200 #8@200#10@125#10@125 350#8@200 #8@200
375#8@200 #8@200#12@175#12@175
(Plan showing plinth beam nos.)BEAM FRAMING PLAN AT PLINTH LVL.
400#8@200 #8@200#12@150#12@150450#8@200 #8@200#12@150#12@150
TYPICAL FOUNDATION DETAIL OF115 TH. INTERNAL PARTITION WALL(RESTING OTHER THAN ON PLINTH BEAM)
7575
P. LVL.
40 115
23034510
0
600
Flooring
TYPICAL FOUNDATION DETAIL OF230 TH. INTERNAL PARTITRION WALL
(RESTING OTHER THAN ON PLINTH BEAM)
7575
P. LVL.
40
230
345460
100
650
Flooring
150
150
TYP. FOUNDATIONFOR DWARF WALL
600
600
460
345
LC
Ground lvl.
P. lvl.
1001
5015
0
2#12
2#12
#8@200
DETAIL OF SLAB PROJECTION AT 00 LVL. TO SUPPORT ELEVATIONAL
SHAFT , FINS , WARDROBES ETC.
SEC. AT 1-1
#10@
150
'U' s
hape
bar
#8@200
P. Lvl./AS FLOOR PLAN
Earth fillingplinth Beam
LC-150 LVL.
-250 LVL.
230115
00 LVL(NGL).
As per arch. dwg.
230
AS / FLOOR PLAN
FLOORING AS/ SPEC.75 MM THK P.C.C. (1:4:8)
100 MM THK SAND FILLINGCOMPACTED
DPC
(A Government of India Enterprise)
PROJECT
DESIGN
DRAWN
CHKD
APPROVED
DATE
CONSULTANT
EXECUTIVE AGENCY
TITLE
CATEGORY OF DRG. APPROVAL RECORDINFORMATION REFERENCE CONSTRUCTION
THIS DRAWING IS CONFIDENTIAL &SHOULD NOT BE DISCLOSED,COPIEDOR LENT TO A THIRD PARTY
WITHOUT WRITTEN CONSENT OF
EXCEPT FOR THE PURPOSE OF
ENGINEERING PROJECTS (I) LTD.
CONSTRUCTION, OPERATION AND MAINTENANCE OF THE SYSTEM FORWHICH THE DRAWING IS MEANT.
SHEET 1 OF 3
AR. Ashok Kummar.ARCH-EN DESIGNB 1/37, Hauz Khas, New Delhi 110016
Email : [email protected] : 011-451822 Fax - 011-45188288
CLIENT
I.T.B.P (INDO-TIBETAN BORDER POLICE)
TYPE-III (G+3)
PROPOSED CONSTRUCTION OF THE RAISING 29thBATTALION HEAD QUARTER FOR INDO-TIBETAN BORDERPOLICE (ITBP) AT JABALPUR (M.P.)
HOOKS SHALL BE 10 X DIA OF BAR OF STIRRUPS[8] HOOKS IN STIRRUPS OF BEAMS SHALL BE BENT INSIDE AT 135° & LENGTH OF
SHALL BE INCLUSIVE OF SLAB THICKNESS UNLESS OTHERWISE SPECIFIED[7] THE DEPTH OF BEAM/LINTEL M0N0LITHIC WITH SLAB AS SPECIFIED IN SCHEDULE
VERTICAL BARS OF RCC COLUMN AT TOP SLAB SHALL BE EXTENDED UPTO TOP
CUTTING,BENDING,FIXING & PLACING OF BARS SHALL BE IN ACCORDANCE
ALL PLAIN CONCRETE & RCC SHALL BE STRICTLY IN ACCORDANCE WITH THE
SHALL BE NEAR SUPPORT OR AT SUPPORT[6] OVER LAP IN TOP BARS SHALL BE NEAR MID SPAN & IN BOTTOM BARS
AT THE SUPPORT SHALL BE ADOPTED.[5] AT THE JUNCTION OF TWO DIFF. NUMBER OF BEAMS THE HIGHER REINF.[4]
TIES IN PORTION OF COL. & BEAM JUNCTION SHALL BE SAME AS END ZONE.
NOT MORE THAN 50 % OF BARS SHALL BE LAPPED AT A SECTION ANDOVER LAPS ARE ALLOWED ONLY AT MIDDLE ZONE OF THE COLUMNS.
THE SPACING OF STIRRUPS AT OVERLAPS SHOULD NOT EXCEED 150 MM. C/CWHERE TWO LAYERS OF REINF. BARS ARE TO BE PROVIDED, SPACER BAR ARE TO BE PROVIDED AT SPACING OF 1000 MM. MAX. AND THE DIA OF THE
SPACER BAR SHALL BE HIGHER OF DIA OF LONGITUDINAL BARS OR 25 MM. MAX. 3 NOS. OF BARS SHALL BE PROVIDED IN A LAYER OF 230 MM WIDE BEAM.
[SLABS]
TIES IN PORTION OF COL. BELOW PLINTH BEAM SHALL BE SAME AS END ZONE .
115 TH.(1/2 BRICK) WALL -1:4 CEMENT: SAND MORTAR SHALL BE USED & [1]
230 TH.(1 BRICK) WALL - 1:6 CEMENT: SAND MORTAR SHALL BE USED.[2]#8,1 NOS. BARS AT EVERY 4th COURSE SHALL BE PROVIDED
[MASONRY WORK]
SHOWN IN DETAILS OF STRENGTHENING MEASURES OF PANEL WALLS.EXCEEDING 4.5 M. IN LENGTH, VERTICAL STIFFENER HAS TO BE PROVIDE AS 115 TH. (1/2 BRICK) WALL EXCEEDING 3.0 M. IN LENGTH & 230 TH. BRICK WALL[4]SHOULD BE APPLIED TO DEVELOPED BOND BETWEEN BRICK & RCC MEMBER.SHALL BE RAKED TO GIVE A ROUGH SURFACE & 1:4 CEMENT:SAND MORTAR THE VERTICAL FACE OF CONCRETE AT JUNCTION OF WALL & RCC MEMBER [3]
ALL EXTERIOR WALLS SHALL BE PROVIDED WITH TOE WALL BELOW PLINTH
THE LAYOUT OF BUILDING SHALL BE GIVEN FROM THE ARCH. DRG.
EARTH BELOW FOUNDATION SHALL BE PROPERLY RAMMED & CONSOLIDATED
REPORT PROVIDED BY THE CLIENT (SBC =22.61 T/SQM AT 1.2 M BELOW G.LVL.)THE DESIGN DATA FOR FOUNDATION HAS BEEN TAKEN FROM SOIL TEST
[5]
[2]
[3]
[4]
[1]
BE PROVIDED JUST BELOW THE MAIN TOP STEEL AS SHOWN IN TYP. SEC.OF SLABTHE CROSS REINF. / TEMP. REINF. BELOW TOP REINF OF SLAB .i.e.#8@300c/c IS TO
FOR SLAB REINFORCEMENT REFER TABLE-4 ( DETAIL OF SLAB REINFORCEMENT)
UPTO L/3 IN ADJACENT SLAB PANEL AS SHOWN IN TYP. SECTION OF SLABALTERNATE BOTTOM BARS SHALL BE CRANKED AT L / 7 OF SPAN AND EXTENDED
THE FIRST MAIN BAR OF SLAB SHALL BE PLACED AT 80 MM. OR HALF THE SPACING SPECIFIED WHICHEVER IS LESS FROM THE FACE OF SUPPORT
EXTRA BAR OF SAME DIA OF SLAB BARS SHALL BE PROVIDED AT TOP FACE IN BETWEEN TWO CRANCKED BARS AS SHOWN IN TYP. SECTION OF SLAB
REFERENCES : IS 456 - 2000, IS - 13920, - 1993, IS - 1893 PART (1) : 2002, SP-16 , SP-34ARCH. DRG. NO. - ALL ARCH. DRGS
[12]THE STRUCTURE HAS BEEN DESIGNED FOR G +2 = 3 STOREY
CONC. MIX OF GRADE M - 25 SHALL BE = 49 X DIA OF BAR
[GENERAL]NOTES:-
COVER OF REINFORCEMENTTHE COVER BLOCK OF CEMENT MORTAR SHALL BE USED TO ENSURE THE REQD.[7]OF BAR WHICHEVER IS MOREEND/SIDE COVER OF ALL REINFORCEMENT IN BEAMS & SLAB = 25 mm. OR DIA [6]
ALL DIMENSIONS ARE IN M.M. UNLESS OTHERWISE MENTIONED.ONLY FIGURED DIMENSIONS ARE TO BE FOLLOWED NEITHER THE BARS SHALLBE COUNTED NOR THE DIMENSIONS SCALED FROM THE DRG.ANY DISCREPANCY IN THE DRGS. SHALL BE BROUGHT TO THE NOTICE OF THE ARCHITECT / CONSULTANT AND CLARIFICATION OBTAINED IN WRITINGPRIOR TO EXECUTION OF WORK.HIGH YIELD STRENGTH DEFORMED BARS OF YIELD STRESS 500 N/MM2 (Fe-500) WHICH SHALL CONFORM TO1786-1985 SHALL BE USED AS REINFORCEMENTCLEAR COVER OF OUTER LAYER REINF. SHALL BE AS FOLLOWS.
OR DIA OF BAR WHICHEVER IS MORE (e) SLAB = 25 mm (f) WAIST SLAB = 25 mm
NECESSARY FIXTURE FOR ELECTRICAL, PLUMBING, ETC. SHALL BE
CONC. MIX FOR R.C.C. WORK SHALL BE OF GRADE M - 25
DEVELOPMENT LENGTH ( Ld ) FOR DIFFERENT DIA METER OF BARS FOR
CONFORMING TO I.S. 456 - 2000.
PROVIDED IN SLAB, BEAMS BEFORE EXECUTION AS PER RELEVANT DRGS.[10]
[9]
[8]
[5]
[4]
[3]
[2] [1]
[11]THE STRUCTURE HAS BEEN DESIGNED FOR SEISMIC ZONE - III
[13]P.C.C.(1:4:8) SHALL BE PROVIDED.
(a) FOOTING = 50 mm (b) COLUMN = 40 mm (c) BEAM = 35 mm (TOP & BOTTOM)
DETAIL OF FOUNDATION PLAN, BEAMFRAMING PLAN AT PLINTH LVL. &ISOLATED FOOTINGS
EPI DRAWING NO:
SCALE : NTS (A3)
W1/693/C/ST-001ALL DRAWINGS ARE IN MM
DETAIL OF COLUMNS REINFORCEMENT
SEC.OF COL. C1
16 16
16 16300
300
12
12
12 12
TIES #8@75 in end zone#8@150 in middle zone
(300X300)SEC.OF COL. C2
16 16
16 16
12 12
300
450
12
12
12 12
TIES #8@75 in end zone#8@150 in middle zone
(300X450)SEC.OF COL. C3
16 16
16 16
12 12
300
450
16
16
12 12
TIES #8@75 in end zone#8@150 in middle zone
(300X450)SEC.OF COL. C4
16 16
16 16
16 16
300
450
16
16
16 16
TIES #8@75 in end zone#8@150 in middle zone
(300X450)
A- COLUMN AT GROUND & FIRST FLOOR
SEC.OF COL. C1
12 12
12 12300
300
12
12
12 12
TIES #8@75 in end zone#8@150 in middle zone
(300X300)SEC.OF COL. C2
12 12
12 12
12 12
300
450
12
12
12 12
TIES #8@75 in end zone#8@150 in middle zone
(300X450)SEC.OF COL. C3
16 16
16 16
12 12
300
450
12
12
12 12
TIES #8@75 in end zone#8@150 in middle zone
(300X450)SEC.OF COL. C4
16 16
16 16
12 12
300
450
16
16
12 12
TIES #8@75 in end zone#8@150 in middle zone
(300X450)
B- COLUMN AT SECOND & THIRD FLOOR
2#162#16
3#162#162#162#16 -#8@150#8@100230 350
2#16
(Extra at middle)Asb2
(Thro.at Bottom.)Asb1
(Extra at support)Ast2
1#16
(Thro.at Top.)
350
350
2#16
2#16
-
--
SIDE FACEREINF.
(ON EACH FACE)
2#16#8@150
BEAM SIZE
PL
INTH
BEA
M N
O.
SR. N
O.
STIRRUPS
MIDDLEZONE
'2L'STPS
ENDZONE
'2L'STPSAst1
LONGITUDINAL REINFORCEMENTTOP FACE REINFORCEMENT
#8@100
#8@1001234
230 #8@150PB1PB2PB3PB4
#8@100
#8@150
W D
230 350
230
mm mm
BOTTOM FACE REINFORCEMENT
1#121#12
Asb2(Extra)Asb1 (Thro.)
Ast1 (Thro.) Ast1 (Thro.)Ast2(Extra)Ast1 (Thro.)
Ast2(Extra)Ast1 (Thro.) Ast1 (Thro.)
Asb2(Extra)
TYP.REINF. DETAILS IN THE PLINTH BEAMS AT PLINTH LVL SPANNING BETWEEN SUPPORT TO SUPPORT
NOTE : AT THE JUNCTION OF TWO DIFF. NUMBER OF BEAMS THE HEIGHER REINFORCEMENT AT THE SUPPORT SHALL BE ADDOPTED.
STPS. IN MIDDLE ZONEMIDDLE ZONE
L2L12DEND COL. 2D 2D
INTERMEDIATE COLUMN
STIRRUPS
P.LVL
Ld OR 0.25 x L1(WHICH EVER IS MORE)
STPS. IN END ZONE
0.1xL1
Ld+10Ø
0.15xL1Asb1 (Thro.)
STPS. IN END ZONE
(WHICH EVER IS MORE)
Ld+10Ø
Ld OR 0.25 x L2
0.15xL2
STPS. IN END ZONE
(WHICH EVER IS MORE)
D
Ld OR 0.25 x L1
DETAILS OF PLINTH BEAMS AT PLINTH LVL.-
FOR DETAILS REFER TABLE [2] BELOW
TABLE -2 DETAILS OF PLINTH BEAMS
- -
-
FOR DETAILS REFER TABLE [3] BELOW
DETAILS OF BEAMS AT SLAB LEVEL
Ld OR 0.25 x L1
D
(WHICH EVER IS MORE)
STPS. IN END ZONE
0.15xL2
Ld OR 0.25 x L2
Ld+10Ø
(WHICH EVER IS MORE)
STPS. IN END ZONE
Asb1 (Thro.)
0.15xL1
Ld+10Ø
0.1xL1
STPS. IN END ZONE
(WHICH EVER IS MORE)Ld OR 0.25 x L1
SLAB LVL.
STIRRUPS
INTERMEDIATE COLUMN2D2DEND COL. 2D
L1 L2
MIDDLE ZONESTPS. IN MIDDLE ZONE
NOTE : AT THE JUNCTION OF TWO DIFF. NUMBER OF BEAMS THE HEIGHER REINFORCEMENT AT THE SUPPORT SHALL BE ADDOPTED.
TYP.REINF. DETAILS IN THE SLAB BEAMS SPANNING BETWEEN SUPPORT TO SUPPORT
Asb2(Extra)
Ast1 (Thro.)Ast1 (Thro.) Ast2(Extra) Ast1 (Thro.)Ast2(Extra) Ast1 (Thro.)Ast1 (Thro.)
Asb1 (Thro.) Asb1 (Thro.) Asb1 (Thro.) Asb1 (Thro.)Asb2(Extra)
SLA
B
2#162#16
3#163#16 -#8@175#8@100230 450
(Extra at middle)Asb2
(Thro.at Bottom.)Asb1
(Extra at support)Ast2
(Thro.at Top.)
2752#16 -
-
SIDE FACEREINF.
(ON EACH FACE)
2#16#8@175
BEAM SIZE
B
EAM
NO
.
SR. N
O.
STIRRUPS
MIDDLEZONE
'2L'STPS
ENDZONE
'2L'STPSAst1
LONGITUDINAL REINFORCEMENTTOP FACE REINFORCEMENT
B55
#8@1001234
230 #8@175B1B2B3B4
#8@100
W D
230 450
mm mm
BOTTOM FACE REINFORCEMENT
-
TABLE -3 DETAILS OF SLAB BEAMS
-
- -
- -
2#162#16 -#8@175#8@100230 450 1#12
3#162#16 -#8@175#8@100230 450 - 2#16
2#16
3#162#16
2#162#16 -#8@175#8@100230 450
4502#16 -
-2#16#8@175
B1010
#8@1006789
230 #8@175B6B7B8B9
#8@100230 450 1#12 -
-1#16
- -
2#162#12 -#8@175#8@100230 275 -
3#163#16 -#8@175#8@100230 450 2#162#16
-
2#162#16 -#8@175#8@100230 450B1212
11 B11 1#122#163#163#16 -#8@175#8@100230 450 2#122#16
3#16(Thro.)
3#12(Thro.)
#8@125
(230X275)Detail 'A'
a
a
3#16(Thro.)
SEC. AT a-a230
2#12
3#16#8@20012
5
275
Main Beam
a'
a'
SEC. AT a'-a'230
3#16
275
1500
2#12(Thro.) #8@125600
3#12
Beam
Slab
275
3#16(Thro.) 3#16(Thro.)
3#16(Thro.)
3#16(Thro.)600
Slab
L- SEC. OF CANTILEVER BEAM CB1 (230X275)
CB1
#8@150
Beam rear sideBeam
Slab
(A Government of India Enterprise)
PROJECT
DESIGN
DRAWN
CHKD
APPROVED
DATE
CONSULTANT
EXECUTIVE AGENCY
TITLE
CATEGORY OF DRG. APPROVAL RECORDINFORMATION REFERENCE CONSTRUCTION
THIS DRAWING IS CONFIDENTIAL &SHOULD NOT BE DISCLOSED,COPIEDOR LENT TO A THIRD PARTY
WITHOUT WRITTEN CONSENT OF
EXCEPT FOR THE PURPOSE OF
ENGINEERING PROJECTS (I) LTD.
CONSTRUCTION, OPERATION AND MAINTENANCE OF THE SYSTEM FORWHICH THE DRAWING IS MEANT.
SHEET 1 OF 6
AR. Ashok Kummar.ARCH-EN DESIGNB 1/37, Hauz Khas, New Delhi 110016
Email : [email protected] : 011-451822 Fax - 011-45188288
CLIENT
I.T.B.P (INDO-TIBETAN BORDER POLICE)
TYPE-III (G+3)
PROPOSED CONSTRUCTION OF THE RAISING 29thBATTALION HEAD QUARTER FOR INDO-TIBETAN BORDERPOLICE (ITBP) AT JABALPUR (M.P.)
HOOKS SHALL BE 10 X DIA OF BAR OF STIRRUPS[8] HOOKS IN STIRRUPS OF BEAMS SHALL BE BENT INSIDE AT 135° & LENGTH OF
SHALL BE INCLUSIVE OF SLAB THICKNESS UNLESS OTHERWISE SPECIFIED[7] THE DEPTH OF BEAM/LINTEL M0N0LITHIC WITH SLAB AS SPECIFIED IN SCHEDULE
VERTICAL BARS OF RCC COLUMN AT TOP SLAB SHALL BE EXTENDED UPTO TOP
CUTTING,BENDING,FIXING & PLACING OF BARS SHALL BE IN ACCORDANCE
ALL PLAIN CONCRETE & RCC SHALL BE STRICTLY IN ACCORDANCE WITH THE
SHALL BE NEAR SUPPORT OR AT SUPPORT[6] OVER LAP IN TOP BARS SHALL BE NEAR MID SPAN & IN BOTTOM BARS
AT THE SUPPORT SHALL BE ADOPTED.[5] AT THE JUNCTION OF TWO DIFF. NUMBER OF BEAMS THE HIGHER REINF.[4]
TIES IN PORTION OF COL. & BEAM JUNCTION SHALL BE SAME AS END ZONE.
NOT MORE THAN 50 % OF BARS SHALL BE LAPPED AT A SECTION ANDOVER LAPS ARE ALLOWED ONLY AT MIDDLE ZONE OF THE COLUMNS.
THE SPACING OF STIRRUPS AT OVERLAPS SHOULD NOT EXCEED 150 MM. C/CWHERE TWO LAYERS OF REINF. BARS ARE TO BE PROVIDED, SPACER BAR ARE TO BE PROVIDED AT SPACING OF 1000 MM. MAX. AND THE DIA OF THE
SPACER BAR SHALL BE HIGHER OF DIA OF LONGITUDINAL BARS OR 25 MM. MAX. 3 NOS. OF BARS SHALL BE PROVIDED IN A LAYER OF 230 MM WIDE BEAM.
[SLABS]
TIES IN PORTION OF COL. BELOW PLINTH BEAM SHALL BE SAME AS END ZONE .
115 TH.(1/2 BRICK) WALL -1:4 CEMENT: SAND MORTAR SHALL BE USED & [1]
230 TH.(1 BRICK) WALL - 1:6 CEMENT: SAND MORTAR SHALL BE USED.[2]#8,1 NOS. BARS AT EVERY 4th COURSE SHALL BE PROVIDED
[MASONRY WORK]
SHOWN IN DETAILS OF STRENGTHENING MEASURES OF PANEL WALLS.EXCEEDING 4.5 M. IN LENGTH, VERTICAL STIFFENER HAS TO BE PROVIDE AS 115 TH. (1/2 BRICK) WALL EXCEEDING 3.0 M. IN LENGTH & 230 TH. BRICK WALL[4]SHOULD BE APPLIED TO DEVELOPED BOND BETWEEN BRICK & RCC MEMBER.SHALL BE RAKED TO GIVE A ROUGH SURFACE & 1:4 CEMENT:SAND MORTAR THE VERTICAL FACE OF CONCRETE AT JUNCTION OF WALL & RCC MEMBER [3]
ALL EXTERIOR WALLS SHALL BE PROVIDED WITH TOE WALL BELOW PLINTH
THE LAYOUT OF BUILDING SHALL BE GIVEN FROM THE ARCH. DRG.
EARTH BELOW FOUNDATION SHALL BE PROPERLY RAMMED & CONSOLIDATED
REPORT PROVIDED BY THE CLIENT (SBC =22.61 T/SQM AT 1.2 M BELOW G.LVL.)THE DESIGN DATA FOR FOUNDATION HAS BEEN TAKEN FROM SOIL TEST
[5]
[2]
[3]
[4]
[1]
BE PROVIDED JUST BELOW THE MAIN TOP STEEL AS SHOWN IN TYP. SEC.OF SLABTHE CROSS REINF. / TEMP. REINF. BELOW TOP REINF OF SLAB .i.e.#8@300c/c IS TO
FOR SLAB REINFORCEMENT REFER TABLE-4 ( DETAIL OF SLAB REINFORCEMENT)
UPTO L/3 IN ADJACENT SLAB PANEL AS SHOWN IN TYP. SECTION OF SLABALTERNATE BOTTOM BARS SHALL BE CRANKED AT L / 7 OF SPAN AND EXTENDED
THE FIRST MAIN BAR OF SLAB SHALL BE PLACED AT 80 MM. OR HALF THE SPACING SPECIFIED WHICHEVER IS LESS FROM THE FACE OF SUPPORT
EXTRA BAR OF SAME DIA OF SLAB BARS SHALL BE PROVIDED AT TOP FACE IN BETWEEN TWO CRANCKED BARS AS SHOWN IN TYP. SECTION OF SLAB
REFERENCES : IS 456 - 2000, IS - 13920, - 1993, IS - 1893 PART (1) : 2002, SP-16 , SP-34ARCH. DRG. NO. - ALL ARCH. DRGS
[12]THE STRUCTURE HAS BEEN DESIGNED FOR G +2 = 3 STOREY
CONC. MIX OF GRADE M - 25 SHALL BE = 49 X DIA OF BAR
[GENERAL]NOTES:-
COVER OF REINFORCEMENTTHE COVER BLOCK OF CEMENT MORTAR SHALL BE USED TO ENSURE THE REQD.[7]OF BAR WHICHEVER IS MOREEND/SIDE COVER OF ALL REINFORCEMENT IN BEAMS & SLAB = 25 mm. OR DIA [6]
ALL DIMENSIONS ARE IN M.M. UNLESS OTHERWISE MENTIONED.ONLY FIGURED DIMENSIONS ARE TO BE FOLLOWED NEITHER THE BARS SHALLBE COUNTED NOR THE DIMENSIONS SCALED FROM THE DRG.ANY DISCREPANCY IN THE DRGS. SHALL BE BROUGHT TO THE NOTICE OF THE ARCHITECT / CONSULTANT AND CLARIFICATION OBTAINED IN WRITINGPRIOR TO EXECUTION OF WORK.HIGH YIELD STRENGTH DEFORMED BARS OF YIELD STRESS 500 N/MM2 (Fe-500) WHICH SHALL CONFORM TO1786-1985 SHALL BE USED AS REINFORCEMENTCLEAR COVER OF OUTER LAYER REINF. SHALL BE AS FOLLOWS.
OR DIA OF BAR WHICHEVER IS MORE (e) SLAB = 25 mm (f) WAIST SLAB = 25 mm
NECESSARY FIXTURE FOR ELECTRICAL, PLUMBING, ETC. SHALL BE
CONC. MIX FOR R.C.C. WORK SHALL BE OF GRADE M - 25
DEVELOPMENT LENGTH ( Ld ) FOR DIFFERENT DIA METER OF BARS FOR
CONFORMING TO I.S. 456 - 2000.
PROVIDED IN SLAB, BEAMS BEFORE EXECUTION AS PER RELEVANT DRGS.[10]
[9]
[8]
[5]
[4]
[3]
[2] [1]
[11]THE STRUCTURE HAS BEEN DESIGNED FOR SEISMIC ZONE - III
[13]P.C.C.(1:4:8) SHALL BE PROVIDED.
(a) FOOTING = 50 mm (b) COLUMN = 40 mm (c) BEAM = 35 mm (TOP & BOTTOM)
DETAIL OF COLUMNS, TIE BEAMS, SLABBEAMS , CANT. BEAM CB1 & DETAIL 'A'
EPI DRAWING NO:
SCALE : NTS (A3)
W1/693/C/ST-002ALL DRAWINGS ARE IN MM
(A Government of India Enterprise)
PROJECT
DESIGN
DRAWN
CHKD
APPROVED
DATE
CONSULTANT
EXECUTIVE AGENCY
TITLE
CATEGORY OF DRG. APPROVAL RECORDINFORMATION REFERENCE CONSTRUCTION
THIS DRAWING IS CONFIDENTIAL &SHOULD NOT BE DISCLOSED,COPIEDOR LENT TO A THIRD PARTY
WITHOUT WRITTEN CONSENT OF
EXCEPT FOR THE PURPOSE OF
ENGINEERING PROJECTS (I) LTD.
CONSTRUCTION, OPERATION AND MAINTENANCE OF THE SYSTEM FORWHICH THE DRAWING IS MEANT.
SHEET 3 OF 3
AR. Ashok Kummar.ARCH-EN DESIGNB 1/37, Hauz Khas, New Delhi 110016
Email : [email protected] : 011-451822 Fax - 011-45188288
CLIENT
I.T.B.P (INDO-TIBETAN BORDER POLICE)
TYPE-III (G+3)
PROPOSED CONSTRUCTION OF THE RAISING 29thBATTALION HEAD QUARTER FOR INDO-TIBETAN BORDERPOLICE (ITBP) AT JABALPUR (M.P.)
HOOKS SHALL BE 10 X DIA OF BAR OF STIRRUPS[8] HOOKS IN STIRRUPS OF BEAMS SHALL BE BENT INSIDE AT 135° & LENGTH OF
SHALL BE INCLUSIVE OF SLAB THICKNESS UNLESS OTHERWISE SPECIFIED[7] THE DEPTH OF BEAM/LINTEL M0N0LITHIC WITH SLAB AS SPECIFIED IN SCHEDULE
VERTICAL BARS OF RCC COLUMN AT TOP SLAB SHALL BE EXTENDED UPTO TOP
CUTTING,BENDING,FIXING & PLACING OF BARS SHALL BE IN ACCORDANCE
ALL PLAIN CONCRETE & RCC SHALL BE STRICTLY IN ACCORDANCE WITH THE
SHALL BE NEAR SUPPORT OR AT SUPPORT[6] OVER LAP IN TOP BARS SHALL BE NEAR MID SPAN & IN BOTTOM BARS
AT THE SUPPORT SHALL BE ADOPTED.[5] AT THE JUNCTION OF TWO DIFF. NUMBER OF BEAMS THE HIGHER REINF.[4]
TIES IN PORTION OF COL. & BEAM JUNCTION SHALL BE SAME AS END ZONE.
NOT MORE THAN 50 % OF BARS SHALL BE LAPPED AT A SECTION ANDOVER LAPS ARE ALLOWED ONLY AT MIDDLE ZONE OF THE COLUMNS.
THE SPACING OF STIRRUPS AT OVERLAPS SHOULD NOT EXCEED 150 MM. C/CWHERE TWO LAYERS OF REINF. BARS ARE TO BE PROVIDED, SPACER BAR ARE TO BE PROVIDED AT SPACING OF 1000 MM. MAX. AND THE DIA OF THE
SPACER BAR SHALL BE HIGHER OF DIA OF LONGITUDINAL BARS OR 25 MM. MAX. 3 NOS. OF BARS SHALL BE PROVIDED IN A LAYER OF 230 MM WIDE BEAM.
[SLABS]
TIES IN PORTION OF COL. BELOW PLINTH BEAM SHALL BE SAME AS END ZONE .
115 TH.(1/2 BRICK) WALL -1:4 CEMENT: SAND MORTAR SHALL BE USED & [1]
230 TH.(1 BRICK) WALL - 1:6 CEMENT: SAND MORTAR SHALL BE USED.[2]#8,1 NOS. BARS AT EVERY 4th COURSE SHALL BE PROVIDED
[MASONRY WORK]
SHOWN IN DETAILS OF STRENGTHENING MEASURES OF PANEL WALLS.EXCEEDING 4.5 M. IN LENGTH, VERTICAL STIFFENER HAS TO BE PROVIDE AS 115 TH. (1/2 BRICK) WALL EXCEEDING 3.0 M. IN LENGTH & 230 TH. BRICK WALL[4]SHOULD BE APPLIED TO DEVELOPED BOND BETWEEN BRICK & RCC MEMBER.SHALL BE RAKED TO GIVE A ROUGH SURFACE & 1:4 CEMENT:SAND MORTAR THE VERTICAL FACE OF CONCRETE AT JUNCTION OF WALL & RCC MEMBER [3]
ALL EXTERIOR WALLS SHALL BE PROVIDED WITH TOE WALL BELOW PLINTH
THE LAYOUT OF BUILDING SHALL BE GIVEN FROM THE ARCH. DRG.
EARTH BELOW FOUNDATION SHALL BE PROPERLY RAMMED & CONSOLIDATED
REPORT PROVIDED BY THE CLIENT (SBC =22.61 T/SQM AT 1.2 M BELOW G.LVL.)THE DESIGN DATA FOR FOUNDATION HAS BEEN TAKEN FROM SOIL TEST
[5]
[2]
[3]
[4]
[1]
BE PROVIDED JUST BELOW THE MAIN TOP STEEL AS SHOWN IN TYP. SEC.OF SLABTHE CROSS REINF. / TEMP. REINF. BELOW TOP REINF OF SLAB .i.e.#8@300c/c IS TO
FOR SLAB REINFORCEMENT REFER TABLE-4 ( DETAIL OF SLAB REINFORCEMENT)
UPTO L/3 IN ADJACENT SLAB PANEL AS SHOWN IN TYP. SECTION OF SLABALTERNATE BOTTOM BARS SHALL BE CRANKED AT L / 7 OF SPAN AND EXTENDED
THE FIRST MAIN BAR OF SLAB SHALL BE PLACED AT 80 MM. OR HALF THE SPACING SPECIFIED WHICHEVER IS LESS FROM THE FACE OF SUPPORT
EXTRA BAR OF SAME DIA OF SLAB BARS SHALL BE PROVIDED AT TOP FACE IN BETWEEN TWO CRANCKED BARS AS SHOWN IN TYP. SECTION OF SLAB
REFERENCES : IS 456 - 2000, IS - 13920, - 1993, IS - 1893 PART (1) : 2002, SP-16 , SP-34ARCH. DRG. NO. - ALL ARCH. DRGS
[12]THE STRUCTURE HAS BEEN DESIGNED FOR G +2 = 3 STOREY
CONC. MIX OF GRADE M - 25 SHALL BE = 49 X DIA OF BAR
[GENERAL]NOTES:-
COVER OF REINFORCEMENTTHE COVER BLOCK OF CEMENT MORTAR SHALL BE USED TO ENSURE THE REQD.[7]OF BAR WHICHEVER IS MOREEND/SIDE COVER OF ALL REINFORCEMENT IN BEAMS & SLAB = 25 mm. OR DIA [6]
ALL DIMENSIONS ARE IN M.M. UNLESS OTHERWISE MENTIONED.ONLY FIGURED DIMENSIONS ARE TO BE FOLLOWED NEITHER THE BARS SHALLBE COUNTED NOR THE DIMENSIONS SCALED FROM THE DRG.ANY DISCREPANCY IN THE DRGS. SHALL BE BROUGHT TO THE NOTICE OF THE ARCHITECT / CONSULTANT AND CLARIFICATION OBTAINED IN WRITINGPRIOR TO EXECUTION OF WORK.HIGH YIELD STRENGTH DEFORMED BARS OF YIELD STRESS 500 N/MM2 (Fe-500) WHICH SHALL CONFORM TO1786-1985 SHALL BE USED AS REINFORCEMENTCLEAR COVER OF OUTER LAYER REINF. SHALL BE AS FOLLOWS.
OR DIA OF BAR WHICHEVER IS MORE (e) SLAB = 25 mm (f) WAIST SLAB = 25 mm
NECESSARY FIXTURE FOR ELECTRICAL, PLUMBING, ETC. SHALL BE
CONC. MIX FOR R.C.C. WORK SHALL BE OF GRADE M - 25
DEVELOPMENT LENGTH ( Ld ) FOR DIFFERENT DIA METER OF BARS FOR
CONFORMING TO I.S. 456 - 2000.
PROVIDED IN SLAB, BEAMS BEFORE EXECUTION AS PER RELEVANT DRGS.[10]
[9]
[8]
[5]
[4]
[3]
[2] [1]
[11]THE STRUCTURE HAS BEEN DESIGNED FOR SEISMIC ZONE - III
[13]P.C.C.(1:4:8) SHALL BE PROVIDED.
(a) FOOTING = 50 mm (b) COLUMN = 40 mm (c) BEAM = 35 mm (TOP & BOTTOM)
(i.e. at 1st, 2nd, 3rd floor lvl.)REINF. DETAIL TYPICAL FLOOR ROOF SLAB
NOTE - (1) Toilet slab shall be sunken with beam bottom at the location marked on plan
(3) Balcony shall be sunken at the location marked on plan (2) Kitchen slab shall be sunken with beam bottom at the location marked on plan
(i.e. at terrace lvl.)REINF. DETAIL THIRD FLOOR ROOF SLAB
(ITBP JABALPUR)TYPE III (ITBP JABALPUR)
TYPE III
W3
1 4 5 6 7 832
A
BC
E
D
G
224503415 3115 3230 2930 3230 3115 3415
370
2055
1235
1935
1385
8210
1230
F
B3
B12
B12
S4
B12
S3
S3
S7
S5
S5
S5
S2 S2B3
B10
B10
B3
B5
B5
B4
S1
B4
B4
B1DETAIL'A'DETAIL'A'
B1
B3
B3
B3
B12
B12
S4
B12
S3
S3
S7
S5
S5
S5
S2S2 B3
B10
B10
B3
B5
B5
B4
S1
B4
B4
B1DETAIL'A' DETAIL'A'
B1
B3
B3
W3
1 4 5 6 7 832
A
BC
E
D
G
224503415 3115 3230 2930 3230 3115 3415
370
2055
1235
1935
1385
8210
1230
F
B3
B12
B12
B12
S3
S3
S7
S5
S5
S5
B3
B10
B10
B3
B5
B5
B4
S1
B4
B4
B1DETAIL'A'DETAIL'A'
B1
B3
B3
B3
B12B12
S4
B12
S3
S3
S7
S5
S5
S5
S2 B3
B10
B10
B3
B5
B5
B4
S1
B4
B4
B1DETAIL'A' DETAIL'A'
B1
B3
B3
R.C.C. BAND
S4
NOTE - (1) Toilet slab shall be sunken with beam bottom at the location marked on plan
TYPICAL SECTIONAL DETAILS OF SLAB
TYPICAL SECTION OF SLAB ALONG SHORTER SPAN OF SLABL2L1
0.3 x L20.3 x L1
#8@300(Distribution reinf.)
CROSS BARS OF SLAB
MAIN BARS OF SLAB
BEAM
0.20xL1
(t =
T
HIC
KN
ES
S O
F S
LA
B)
t
BEAM
Cranked bar of adjacent slabextra bar of same dia Cranked bar of adjacent slabin between two cranked bars
(t =
Thic
knes
s of s
lab)
TYPICAL DETAILS OF SLAB PROJECTION ( with out beam)
t
alt. bottom bars of slab
Distribution reinf.
(#8@300c/c)
Extra top bars(*)
SLAB REINF.
BEAM
Cranked bar of slab
L
NOTE - IF BALCONY/SLAB PROJECTIONS [L]
(2)-If Balcony/slab projections [L] = 900 -1050 mm, Extra top bars(*) #10Ø , 2 no. extra bar at top face in between two cranked bar(3)-If Balcony/slab projections [L] = 1050-1350 mm, Extra top bars(*) #10Ø , 2 no. extra bar at top face in between two cranked bar
(1)-If Balcony/slab projections [L] = 600 - 750 mm, Extra top bars (*) #8Ø , 1 no. extra bar at top face in between two cranked bar
0.15xL1 0.15xL1
Cranked bar
(Refer - Table- 4)
MAIN BARSIn shorter spanSR
. NO
.
Table-4,Details of slab reinforcement
REINFORCEMENT
In longer spanSLA
B N
O.
Thickness(MM)
CROSS BARS
125125125125
#8@225#8@200#8@225#8@200#8@175#8@175
#8@175#8@200#8@200#8@225125
S5S4S3S2S1
54321
Note - for reinforcement in cantiliver balcony/ projections refer typ. detail of slab projection
125 #8@175#8@150S65125 #8@150#8@125S75
BEAM FRAMING PLAN & REINF. DETAILOF SLAB AT GROUND, 1ST , 2ND & 3RDROOF LVL.
EPI DRAWING NO:
SCALE : NTS (A3)
W1/693/C/ST-003ALL DRAWINGS ARE IN MM
(A Government of India Enterprise)
PROJECT
DESIGN
DRAWN
CHKD
APPROVED
DATE
CONSULTANT
EXECUTIVE AGENCY
EPI DRAWING NO:
TITLE
SCALE : NTS (A3)
CATEGORY OF DRG. APPROVAL RECORDINFORMATION REFERENCE CONSTRUCTION
THIS DRAWING IS CONFIDENTIAL &SHOULD NOT BE DISCLOSED,COPIEDOR LENT TO A THIRD PARTY
WITHOUT WRITTEN CONSENT OF
EXCEPT FOR THE PURPOSE OF
ENGINEERING PROJECTS (I) LTD.
CONSTRUCTION, OPERATION AND MAINTENANCE OF THE SYSTEM FORWHICH THE DRAWING IS MEANT.
SHEET 1 OF 3
AR. Ashok Kummar.ARCH-EN DESIGNB 1/37, Hauz Khas, New Delhi 110016
Email : [email protected] : 011-451822 Fax - 011-45188288
CLIENT
I.T.B.P (INDO-TIBETAN BORDER POLICE)
TYPE-III (G+3)ELECTRICAL LAYOUTGROUND FLOOR PLAN
PROPOSED CONSTRUCTION OF THE RAISING 29thBATTALION HEAD QUARTER FOR INDO-TIBETAN BORDERPOLICE (ITBP) AT JABALPUR (M.P.)
GROUND FLOOR PLAN
UP
BED ROOM-1
BED ROOM-2
LOBBY
VERANDAH
DRAWING ROOM
VERANDAH
TOILET
KITCHEN
EL
EC
.
PA
NE
L
LVL±00
DN
LVL±00
L.V
.
SH
AF
T
ELE
C.
SH
AF
T
UP
TOILET
VERANDAH
1 4 5 6 7 832
A
BC
E
D
GBED ROOM-1
BED ROOM-2
LOBBY
VERANDAH
DRAWING ROOM
VERANDAH
TOILET
KITCHEN
TOILET
VERANDAH
TV
F
LIGHT/POWER DISTRIBUTION BOARD
INDICATES CONTROLLING OF LIGHT/FANFROM SWITCH BOARD
15 /16 AMP POWER POINT 230
21002x18 W CFL Wall bracket Double Wave
CEILING FAN
1050
LEGEND : ( Electrical )
12.
19.
15.
18.
13.
14.
10.
11.
8.
9.
D E S C R I P T I O N
1.
3.
6.
S. No. SYMBOL POSITION
21.
TELEPHONE POINT
5/6 AMP PLUG POINT 1050
T.V. ANTENNA POINT 230
15 /16 AMP POWER POINT 1050
2.
EXHAUST FAN / CEILING ROSE
7.
20.
4.
16.
17.
22.
21001X28W T5 tube light
5.
1250
165016 AMP. SOCKET OUTLET( FOR GEYSER )
2 x 18 watt surface mounted CFL
2302nos. 6 AMP SOCKET OUTLET (FOR T.V.)(SWITCH WILL BE AT MAIN BOARD)
5/6 AMP PLUG POINT 600 / oras specified
as specified
T
TV
23.
TV TAG BOX
TELEPHONE TAG BOX 1050
1050
1x14 watt Vector(Philips TCH 207)
ceiling
ceiling
2200
(Philips TMS 122/128 EBT - Pentura)
Such as Philips FXC101 1xPL-S / 2P 9W AC GR). as specified
24.
(Decon Cat. No. 05TQ)
(Philips FCS 518/218)
1 x 18 watt surface mounted CFL ceiling(PHILIPS FCS 100 1XPL-C/2P18W or Equivalent)
(Make: PHILIPS MAXLITE TCS350 1xTL5-28W C5 EB or Equivalent)
600 / oras specified
5/6 AMP PLUG POINT 230
SWITCH BOARD
Surface/
2100Surface/
W1/693/E/001ALL DRAWINGS ARE IN MM
(A Government of India Enterprise)
PROJECT
DESIGN
DRAWN
CHKD
APPROVED
DATE
CONSULTANT
EXECUTIVE AGENCY
EPI DRAWING NO.
TITLE
CATEGORY OF DRG. APPROVAL RECORDINFORMATION REFERENCE CONSTRUCTION
THIS DRAWING IS CONFIDENTIAL &SHOULD NOT BE DISCLOSED,COPIEDOR LENT TO A THIRD PARTY
WITHOUT WRITTEN CONSENT OF
EXCEPT FOR THE PURPOSE OF
ENGINEERING PROJECTS (I) LTD.
CONSTRUCTION, OPERATION AND MAINTENANCE OF THE SYSTEM FORWHICH THE DRAWING IS MEANT.
SHEET 2 OF 3
AR. Ashok Kummar.ARCH-EN DESIGNB 1/37, Hauz Khas, New Delhi 110016
Email : [email protected] : 011-451822 Fax - 011-45188288
CLIENT
I.T.B.P (INDO-TIBETAN BORDER POLICE)
TYPE-III (G+3)ELECTRICAL LAYOUTTYPICAL FLOOR PLAN
PROPOSED CONSTRUCTION OF THE RAISING 29thBATTALION HEAD QUARTER FOR INDO-TIBETAN BORDERPOLICE (ITBP) AT JABALPUR (M.P.)
TYPICAL FLOOR PLAN
UP
BED ROOM-1
BED ROOM-2
LOBBY
BALCONY
DRAWING ROOM
BALCONY
TOILET
KITCHEN
ELE
C.
SH
AF
T
ELE
C.
SH
AF
T
TOILET
BALCONY
1 4 5 6 7 832
A
BC
E
D
G
BED ROOM-2
DRAWING ROOM
KITCHEN
BED ROOM-1
BALCONY
TOILET TOILET
BALCONY
DN
BALCONY
LOBBY
LIGHT/POWER DISTRIBUTION BOARD
INDICATES CONTROLLING OF LIGHT/FANFROM SWITCH BOARD
15 /16 AMP POWER POINT 230
21002x18 W CFL Wall bracket Double Wave
CEILING FAN
1050
LEGEND : ( Electrical )
12.
19.
15.
18.
13.
14.
10.
11.
8.
9.
D E S C R I P T I O N
1.
3.
6.
S. No. SYMBOL POSITION
21.
TELEPHONE POINT
5/6 AMP PLUG POINT 1050
T.V. ANTENNA POINT 230
15 /16 AMP POWER POINT 1050
2.
EXHAUST FAN / CEILING ROSE
7.
20.
4.
16.
17.
22.
21001X28W T5 tube light
5.
1250
165016 AMP. SOCKET OUTLET( FOR GEYSER )
2 x 18 watt surface mounted CFL
2302nos. 6 AMP SOCKET OUTLET (FOR T.V.)(SWITCH WILL BE AT MAIN BOARD)
5/6 AMP PLUG POINT 600 / oras specified
as specified
T
TV
23.
TV TAG BOX
TELEPHONE TAG BOX 1050
1050
1x14 watt Vector(Philips TCH 207)
ceiling
ceiling
2200
(Philips TMS 122/128 EBT - Pentura)
Such as Philips FXC101 1xPL-S / 2P 9W AC GR). as specified
24.
(Decon Cat. No. 05TQ)
(Philips FCS 518/218)
1 x 18 watt surface mounted CFL ceiling(PHILIPS FCS 100 1XPL-C/2P18W or Equivalent)
(Make: PHILIPS MAXLITE TCS350 1xTL5-28W C5 EB or Equivalent)
600 / oras specified
5/6 AMP PLUG POINT 230
SWITCH BOARD
Surface/
2100Surface/
SCALE : NTS (A3)
W1/693/E/002ALL DRAWINGS ARE IN MM
900MM HIGH
RAILING
DN
TREAD:250
RISER :150
WIDTH:1200
450MM WIDE
PROJECTION
450MM WIDE
PROJECTION
900 MM HIGH
PARAPET WALL
900 MM HIGH
PARAPET WALL
900 MM HIGH
PARAPET WALL
TERRACE PLAN
TERRACE
LVL+13200
TERRACE
LVL+13200
SLOPE
450X450KHURRA
SLOPE
450X450KHURRA
900 MM HIGH
PARAPET WALL
900 MM HIGH
PARAPET WALL
900 MM HIGH
PARAPET WALL SLOPE
450X450KHURRA
SLOPE
450X450KHURRA
1 4 5 6 7 832
A
BC
E
D
G
(A Government of India Enterprise)
PROJECT
DESIGN
DRAWN
CHKD
APPROVED
DATE
CONSULTANT
EXECUTIVE AGENCY
EPI DRAWING NO.
TITLE
CATEGORY OF DRG. APPROVAL RECORDINFORMATION REFERENCE CONSTRUCTION
THIS DRAWING IS CONFIDENTIAL &SHOULD NOT BE DISCLOSED,COPIEDOR LENT TO A THIRD PARTY
WITHOUT WRITTEN CONSENT OF
EXCEPT FOR THE PURPOSE OF
ENGINEERING PROJECTS (I) LTD.
CONSTRUCTION, OPERATION AND MAINTENANCE OF THE SYSTEM FORWHICH THE DRAWING IS MEANT.
SHEET 3 OF 3
AR. Ashok Kummar.ARCH-EN DESIGNB 1/37, Hauz Khas, New Delhi 110016
Email : [email protected] : 011-451822 Fax - 011-45188288
CLIENT
I.T.B.P (INDO-TIBETAN BORDER POLICE)
TYPE-III (G+3)ELECTRICAL LAYOUTTERRACE PLAN
PROPOSED CONSTRUCTION OF THE RAISING 29thBATTALION HEAD QUARTER FOR INDO-TIBETAN BORDERPOLICE (ITBP) AT JABALPUR (M.P.)
LIGHT/POWER DISTRIBUTION BOARD
INDICATES CONTROLLING OF LIGHT/FANFROM SWITCH BOARD
15 /16 AMP POWER POINT 230
21002x18 W CFL Wall bracket Double Wave
CEILING FAN
1050
LEGEND : ( Electrical )
12.
19.
15.
18.
13.
14.
10.
11.
8.
9.
D E S C R I P T I O N
1.
3.
6.
S. No. SYMBOL POSITION
21.
TELEPHONE POINT
5/6 AMP PLUG POINT 1050
T.V. ANTENNA POINT 230
15 /16 AMP POWER POINT 1050
2.
EXHAUST FAN / CEILING ROSE
7.
20.
4.
16.
17.
22.
21001X28W T5 tube light
5.
1250
165016 AMP. SOCKET OUTLET( FOR GEYSER )
2 x 18 watt surface mounted CFL
2302nos. 6 AMP SOCKET OUTLET (FOR T.V.)(SWITCH WILL BE AT MAIN BOARD)
5/6 AMP PLUG POINT 600 / oras specified
as specified
T
TV
23.
TV TAG BOX
TELEPHONE TAG BOX 1050
1050
1x14 watt Vector(Philips TCH 207)
ceiling
ceiling
2200
(Philips TMS 122/128 EBT - Pentura)
Such as Philips FXC101 1xPL-S / 2P 9W AC GR). as specified
24.
(Decon Cat. No. 05TQ)
(Philips FCS 518/218)
1 x 18 watt surface mounted CFL ceiling(PHILIPS FCS 100 1XPL-C/2P18W or Equivalent)
(Make: PHILIPS MAXLITE TCS350 1xTL5-28W C5 EB or Equivalent)
600 / oras specified
5/6 AMP PLUG POINT 230
SWITCH BOARD
Surface/
2100Surface/
SCALE : NTS (A3)
W1/693/E/003ALL DRAWINGS ARE IN MM
GROUND FLOOR PLAN
UP
BED ROOM-1
3000 X 3150
BED ROOM-2
3300 X 3000
LOBBY
2885X 2700
VERANDAH
1500 WIDE
12 MM
DROP
12 MM
DROP
DRAWING ROOM
3000X 4265
12 MM
DROP
VERANDAH
TOILET
KITCHEN
TREAD:250
RISER :150
WIDTH:1200
EL
EC
.
PA
NE
L
900MM HIGH
RAILING
LVL±00
LVL+600
Da
Da
Da
DW2
DW1
DN
LVL±00
ELE
C.
SH
AF
T
ELE
C.
SH
AF
T
UP
900MM HIGH
RAILING
TOILET
VERANDAH
W2
W1a
BED ROOM-1
3000 X 3150
BED ROOM-2
3300 X 3000
LOBBY
2885X 2700
VERANDAH
1500 WIDE
12 MM
DROP
12 MM
DROP
DRAWING ROOM
3000X 4265
12 MM
DROP
VERANDAH
1500 WIDE
TOILET
KITCHEN
Da
Da
DW2
DW1
TOILET
VERANDAH
1500 WIDE
W1a
(A Government of India Enterprise)
PROJECT
DESIGN
DRAWN
CHKD
APPROVED
DATE
CONSULTANT
EXECUTIVE AGENCY
EPI DRAWING NO:
TITLE
SCALE : NTS (A3)
CATEGORY OF DRG. APPROVAL RECORDINFORMATION REFERENCE CONSTRUCTION
THIS DRAWING IS CONFIDENTIAL &SHOULD NOT BE DISCLOSED,COPIEDOR LENT TO A THIRD PARTY
WITHOUT WRITTEN CONSENT OF
EXCEPT FOR THE PURPOSE OF
ENGINEERING PROJECTS (I) LTD.
CONSTRUCTION, OPERATION AND MAINTENANCE OF THE SYSTEM FORWHICH THE DRAWING IS MEANT.
SHEET 1 OF 3
AR. Ashok Kummar.ARCH-EN DESIGNB 1/37, Hauz Khas, New Delhi 110016
Email : [email protected] : 011-451822 Fax - 011-45188288
CLIENT
I.T.B.P (INDO-TIBETAN BORDER POLICE)
TYPE-III (G+3)PLUMBING LAYOUTGROUND FLOOR PLAN
PROPOSED CONSTRUCTION OF THE RAISING 29thBATTALION HEAD QUARTER FOR INDO-TIBETAN BORDERPOLICE (ITBP) AT JABALPUR (M.P.)
W1/693/C/PL-001ALL DRAWINGS ARE IN MM
TYPICAL FLOOR PLAN
UP
BED ROOM-1
3000 X 3150
BED ROOM-2
3300 X 3000
LOBBY
BALCONY
1500 WIDE
12 MM
DROP
12 MM
DROP
DRAWING ROOM
3000X 4265
12 MM
DROP
BALCONY
TOILET
KITCHEN
TREAD:250
RISER :150
WIDTH:1200
900MM HIGH
RAILING
LVL±00DW2
DW1
D2
ELE
C.
SH
AF
T
ELE
C.
SH
AF
T
900MM HIGH
RAILING
TOILET
BALCONY
1500 WIDE
W3
W1a
BED ROOM-1
3000 X 3150
BED ROOM-2
3300 X 3000
LOBBY
BALCONY
1500 WIDE
12 MM
DROP
12 MM
DROP
DRAWING ROOM
3000X 4265
12 MM
DROP
BALCONY
TOILET
KITCHEN
DW2
DW1
D2
TOILET
BALCONY
1500 WIDE
W3
W1a
DN
900MM HIGH
RAILING
LEGEND : ( Plumbing )
110Ø PVC. SOIL AND VENT PIPE
110Ø PVC. WASTE AND VENT PIPE
110Ø PVC RAIN WATER / BALCONY DRAIN PIPE
17.
G.T. GULLY TRAP
MANHOLE
ORRISA PAN W. C.
M.H.
ISOLATING VALVE
SYMBOL D E S C R I P T I O N
LEGEND : ( Plumbing )
S. No.
W
4.
3.
2.
5.
6.
7.
9.
13.
16.
12.
10.
8.
1. S
ABLUTION TAPA.T.
MIXTURE & SHOWER
19.
HEALTH SPRAY WITH ANGLE VALVEH.S.
COLD WATER SUPPLY PIPE (G.I. CWS)11.
14.
15.
TAP
R110
20.
C COLD WATER
18.
EUROPEAN W. C.
21.
FT FLOOR TRAP
FD FLOOR DRAIN
HOT WATER SUPPLY PIPE (G.I. HWS)
H HOT WATER
(A Government of India Enterprise)
PROJECT
DESIGN
DRAWN
CHKD
APPROVED
DATE
CONSULTANT
EXECUTIVE AGENCY
EPI DRAWING NO.
TITLE
CATEGORY OF DRG. APPROVAL RECORDINFORMATION REFERENCE CONSTRUCTION
THIS DRAWING IS CONFIDENTIAL &SHOULD NOT BE DISCLOSED,COPIEDOR LENT TO A THIRD PARTY
WITHOUT WRITTEN CONSENT OF
EXCEPT FOR THE PURPOSE OF
ENGINEERING PROJECTS (I) LTD.
CONSTRUCTION, OPERATION AND MAINTENANCE OF THE SYSTEM FORWHICH THE DRAWING IS MEANT.
SHEET 2 OF 3
AR. Ashok Kummar.ARCH-EN DESIGNB 1/37, Hauz Khas, New Delhi 110016
Email : [email protected] : 011-451822 Fax - 011-45188288
CLIENT
I.T.B.P (INDO-TIBETAN BORDER POLICE)
TYPE-III (G+3)PLUMBING LAYOUTTYPICAL FLOOR PLAN
PROPOSED CONSTRUCTION OF THE RAISING 29thBATTALION HEAD QUARTER FOR INDO-TIBETAN BORDERPOLICE (ITBP) AT JABALPUR (M.P.)
SCALE : NTS (A3)
W1/693/C/PL-002ALL DRAWINGS ARE IN MM
32Ø32Ø
32Ø32Ø
25Ø25Ø
25Ø25Ø
32Ø
32Ø
25Ø
25Ø
(A Government of India Enterprise)
PROJECT
DESIGN
DRAWN
CHKD
APPROVED
DATE
CONSULTANT
EXECUTIVE AGENCY
EPI DRAWING NO.
TITLE
CATEGORY OF DRG. APPROVAL RECORDINFORMATION REFERENCE CONSTRUCTION
THIS DRAWING IS CONFIDENTIAL &SHOULD NOT BE DISCLOSED,COPIEDOR LENT TO A THIRD PARTY
WITHOUT WRITTEN CONSENT OF
EXCEPT FOR THE PURPOSE OF
ENGINEERING PROJECTS (I) LTD.
CONSTRUCTION, OPERATION AND MAINTENANCE OF THE SYSTEM FORWHICH THE DRAWING IS MEANT.
SHEET 3 OF 3
AR. Ashok Kummar.ARCH-EN DESIGNB 1/37, Hauz Khas, New Delhi 110016
Email : [email protected] : 011-451822 Fax - 011-45188288
CLIENT
I.T.B.P (INDO-TIBETAN BORDER POLICE)
TYPE-III (G+3)PLUMBING LAYOUTTERRACE PLAN
PROPOSED CONSTRUCTION OF THE RAISING 29thBATTALION HEAD QUARTER FOR INDO-TIBETAN BORDERPOLICE (ITBP) AT JABALPUR (M.P.)
SCALE : NTS (A3)
W1/693/C/PL-003ALL DRAWINGS ARE IN MM
THIS DRAWING IS CONFIDENTIAL &SHOULD NOT BE DISCLOSED,COPIEDOR LENT TO A THIRD PARTY WITHOUT WRITTEN CONSENT OF
EXCEPT FOR THE PURPOSE OF ENGINEERING PROJECTS (I) LTD.
CONSTRUCTION, OPERATION AND MAINTENANCE OF THE SYSTEM FORWHICH THE DRAWING IS MEANT.
(A Government of India Enterprise)
DESIGN
DRAWN
CHKD
APPROVED
DATE
PROJECT DRAWING NO.
EPI DRAWING NO.
TITLE
SCALE :
CATEGORY OF DRG. APPROVAL RECORDINFORMATION REFERENCE CONSTRUCTION
SHEET OF
SHEET OF
CONSULTANTAR. Ashok Kummar.ARCH-EN DESIGNB 1/37, Hauz Khas, New Delhi 110016
Email : [email protected] : 011-451822 Fax - 011-45188288
I.T.B.P (INDO-TIBETAN BORDER POLICE)
PROPOSED CONSTRUCTION OF THE RAISING 29thBATTALION HEAD QUARTER FOR INDO-TIBETAN BORDERPOLICE (ITBP) AT JABALPUR (M.P.)
PROJECT
CLIENT
EXECUTIVE AGENCY
TYPE-III (G+3)3D VIEW
SCALE : NTS (A3)