AR. Ashok Kummar. -...

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


PROJECT:

DESIGN

DRAWN

CHKD

APPROVED

DATE

CONSULTANT

EXECUTIVE AGENCY

EPI DRAWING NO.

TITLE







SHEET 2 OF 6



CLIENT



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


PROJECT

DESIGN

DRAWN

CHKD

APPROVED

DATE

CONSULTANT

EXECUTIVE AGENCY

TITLE







SHEET 3 OF 6



CLIENT


TYPE-III (G+3)TERRACE PLAN


EPI DRAWING NO.

SCALE : NTS (A3)


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


PROJECT

DESIGN

DRAWN

CHKD

APPROVED

DATE

CONSULTANT

EXECUTIVE AGENCY

TITLE







SHEET 4 OF 6



CLIENT


TYPE-III (G+3)FRONT ELEVATION


EPI DRAWING NO.

SCALE : NTS (A3)


SECTION - AA'

850

850

850

3150

3150

3150

600

150

450

1320

0

900


PROJECT

DESIGN

DRAWN

CHKD

APPROVED

DATE

CONSULTANT

EXECUTIVE AGENCY

TITLE







SHEET 5 OF 6



CLIENT


TYPE-III (G+3)SECTION


EPI DRAWING NO.

SCALE : NTS (A3)


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


750

1650

1500

W=1500x1650ELEVATION

2400

O

750

1650

1065


2400

O

EQ EQ

O

NOTE:ALL FRAMES WILL BE SAL WOODWITH FLUSH SHUTTERS

800700


O

900

1500

750


2400

O O

900

1500

600


2400

O

600

700

750

600

700

600

550

800

400 200


PROJECT

DESIGN

DRAWN

CHKD

APPROVED

DATE

CONSULTANT

EXECUTIVE AGENCY

TITLE







SHEET 6 OF 6



CLIENT


TYPE-III (G+3)DOOR WINDOW DETAIL


EPI DRAWING NO.SCALE : NTS (A3)


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


PROJECT

DESIGN

DRAWN

CHKD

APPROVED

DATE

CONSULTANT

EXECUTIVE AGENCY

TITLE







SHEET 1 OF 3



CLIENT


TYPE-III (G+3)


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



16 16

16 16

12 12

300

450

16

16

12 12



16 16

16 16

16 16

300

450

16

16

16 16


(300X450)

A- COLUMN AT GROUND & FIRST FLOOR

SEC.OF COL. C1

12 12

12 12300

300

12

12

12 12



12 12

12 12

12 12

300

450

12

12

12 12



16 16

16 16

12 12

300

450

12

12

12 12



16 16

16 16

12 12

300

450

16

16

12 12


(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


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


STPS. IN END ZONE

0.15xL2

Ld OR 0.25 x L2

Ld+10Ø


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


PROJECT

DESIGN

DRAWN

CHKD

APPROVED

DATE

CONSULTANT

EXECUTIVE AGENCY

TITLE







SHEET 1 OF 6



CLIENT


TYPE-III (G+3)













[SLABS]




[MASONRY WORK]






[5]

[2]

[3]

[4]

[1]









[GENERAL]NOTES:-









[9]

[8]

[5]

[4]

[3]

[2] [1]




DETAIL OF COLUMNS, TIE BEAMS, SLABBEAMS , CANT. BEAM CB1 & DETAIL 'A'

EPI DRAWING NO:

SCALE : NTS (A3)



PROJECT

DESIGN

DRAWN

CHKD

APPROVED

DATE

CONSULTANT

EXECUTIVE AGENCY

TITLE







SHEET 3 OF 3



CLIENT


TYPE-III (G+3)













[SLABS]




[MASONRY WORK]






[5]

[2]

[3]

[4]

[1]









[GENERAL]NOTES:-









[9]

[8]

[5]

[4]

[3]

[2] [1]




(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)



PROJECT

DESIGN

DRAWN

CHKD

APPROVED

DATE

CONSULTANT

EXECUTIVE AGENCY

EPI DRAWING NO:

TITLE

SCALE : NTS (A3)







SHEET 1 OF 3



CLIENT


TYPE-III (G+3)ELECTRICAL LAYOUTGROUND FLOOR PLAN


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


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


SWITCH BOARD

Surface/

2100Surface/

W1/693/E/001ALL DRAWINGS ARE IN MM


PROJECT

DESIGN

DRAWN

CHKD

APPROVED

DATE

CONSULTANT

EXECUTIVE AGENCY

EPI DRAWING NO.

TITLE







SHEET 2 OF 3



CLIENT


TYPE-III (G+3)ELECTRICAL LAYOUTTYPICAL FLOOR PLAN


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





CEILING FAN

1050


12.

19.

15.

18.

13.

14.

10.

11.

8.

9.


1.

3.

6.


21.

TELEPHONE POINT




2.


7.

20.

4.

16.

17.

22.


5.

1250





as specified

T

TV

23.

TV TAG BOX


1050


ceiling

ceiling

2200



24.







SWITCH BOARD

Surface/

2100Surface/

SCALE : NTS (A3)


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


PROJECT

DESIGN

DRAWN

CHKD

APPROVED

DATE

CONSULTANT

EXECUTIVE AGENCY

EPI DRAWING NO.

TITLE







SHEET 3 OF 3



CLIENT


TYPE-III (G+3)ELECTRICAL LAYOUTTERRACE PLAN






CEILING FAN

1050


12.

19.

15.

18.

13.

14.

10.

11.

8.

9.


1.

3.

6.


21.

TELEPHONE POINT




2.


7.

20.

4.

16.

17.

22.


5.

1250





as specified

T

TV

23.

TV TAG BOX


1050


ceiling

ceiling

2200



24.







SWITCH BOARD

Surface/

2100Surface/

SCALE : NTS (A3)


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


PROJECT

DESIGN

DRAWN

CHKD

APPROVED

DATE

CONSULTANT

EXECUTIVE AGENCY

EPI DRAWING NO:

TITLE

SCALE : NTS (A3)







SHEET 1 OF 3



CLIENT


TYPE-III (G+3)PLUMBING LAYOUTGROUND FLOOR PLAN


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


PROJECT

DESIGN

DRAWN

CHKD

APPROVED

DATE

CONSULTANT

EXECUTIVE AGENCY

EPI DRAWING NO.

TITLE







SHEET 2 OF 3



CLIENT


TYPE-III (G+3)PLUMBING LAYOUTTYPICAL FLOOR PLAN


SCALE : NTS (A3)


32Ø32Ø

32Ø32Ø

25Ø25Ø

25Ø25Ø

32Ø

32Ø

25Ø

25Ø


PROJECT

DESIGN

DRAWN

CHKD

APPROVED

DATE

CONSULTANT

EXECUTIVE AGENCY

EPI DRAWING NO.

TITLE







SHEET 3 OF 3



CLIENT


TYPE-III (G+3)PLUMBING LAYOUTTERRACE PLAN


SCALE : NTS (A3)


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.



DESIGN

DRAWN

CHKD

APPROVED

DATE

PROJECT DRAWING NO.

EPI DRAWING NO.

TITLE

SCALE :


SHEET OF

SHEET OF

CONSULTANTAR. Ashok Kummar.ARCH-EN DESIGNB 1/37, Hauz Khas, New Delhi 110016




PROJECT

CLIENT

EXECUTIVE AGENCY

TYPE-III (G+3)3D VIEW

SCALE : NTS (A3)

AR. Ashok Kummar. -...

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