UPDN

C6C7FC1

FC2

FC3

C10 C12

C13

C19

C22

C14

C26C23 C24

C15

C21

C25

C20

FC4

FC5

B1

B2 B2 B2 B2

B3

B4B5 B6 B7

B8 B9 B10 B11 B12

B14 B15B13

B17

B19

B20

B21 B22 B23

B25

B26

B27

B28

B29

B30

B31

B32

B33

B34

B35

B36

B37

B38

B39

B40

B41

B42

B43

B44

B45

B46

B47

B47

B48

B48

A/M

BK

TB

49

MB

KT

3

MB

MB1B

A1

E1

FC4

FC5

ISMB 600

ISMB 600

ISMB 600

ISMB 600

ISMB 600

ISMB 600

ISM

B 6

00

ISM

B 6

00

ISM

B 6

00

ISM

B 6

00

ISMB 600

ISMB 600

ISM

B 6

00

F

ISMB 600

B50

B51

B52

B53

B2A

FC2

FC1

B2(600X230) S1

SECTION A1-A1

B5(600X650)

S1

ISMB 600

PROJECT STAGE :

TENDER DRAWING

ADC-123-117-R01

STRUCTURAL CONSULTANT

CLIENT:

JOB NO. SCALE DATE DWN.BY CHK.BY

AS SHOWN

@A1

DRAWING TITLE :

R.C.C DETAILS OF TERRACE FLOOR PLAN

PROJECT :

PROPOSED ANNEX BUILDING AT PLOT NO.89, 89A,SIR POCHKHWANWALA

ROAD,WORLI,MUMBAI

NOTES:

1.THIS DRAWING IS THE PROPERTY OF ASSOCIATED CONSULTANTS

& CANNOT BE USED WITHOUT THEIR WRITTEN PERMISSION.

2.DRAWING SHALL NOT BE SCALED WRITTEN DIMENSIONS ARE TO BE FOLLOWED.

3.THIS DRAWING TO BE READ ALONG WITH OTHER RELEVANT DRAWINGS.

4.ANY VARIATION BETWEEN THE DRAWING & THE SPECIFICATION, SHOULD BE BROUGHT

TO THE NOTICE OF THE ARCHITECTS BY THE CONTRACTORS IN WRITTING PRIOR TO

CONSTRUCTION.

DWN. CHKD. APPD.DATEREV.

ADC-123 30.06.15 TPS USJ

DESCRIPTION

REFERENCE DRAWINGS

DRG.NO. DRAWING TITLE

MAHARASHTRA STATE POLICE HOUSING &

WELFARE CORPORATION LTD

R.C.C DETAILS OF TERRACE FLOOR PLAN(SHEET 1

2)ADC-123-117-R00

R00.

ASSOCIATED CONSULTANTS

CONSULTING ENGINEERS

A-801, SAI TIRTH, SIDDHARTH

NAGAR, KOPRI,

THANE (E),400603.

TEL- 25327085,25325604,

# FAX 25361721

9. All buildings shall have tie beams/plinth beams at ground/plinth level.

75I

NOTES:

4. Clear covers

2. Due care shall be taken to ascertain that requisite strength of concrete is gained

1. Basic referance code:- IS 456: 2000, IS 1893, IS 13920

12. Fire rating considered:- 2 Hour Max.

40

75

20

25

9. Design is valid for number of floors as indicated in the drawing.

8. If footings overlap each other, necessary revision shall be obtained from our office.

10. At any level where column size gets reduced in either dimension tie beams/plinth beams are essential.

11. For cantilevers, top bars to be anchored behind from external face of support for -1.5 X span of cantilever.

II

VI

SlabsIV

V

Columns & walls >200mm width

Pile cap

Beams

5. Beams having depth more than 750mm, provide side-face reinforcement.

Footings

6. Substratum shall be approved from our office before laying P.C.C.

7. Minimum clear spacing between any two longitudinal bars in beam= 50mm.

8. All laps (Ld) shall be staggered & not more than 50% bars to be lapped

any injury to any personnel arising out of any accidents.

Accidents occurring due to premature deshuttering, faulty / substandard construction material or

Correctness/safety of any temporary structure, scaffolding, shuttering, centering erected at site and

Safety of construction worker/any personnel at work site during construction

1. Our responsibility shall remain limited to safe and sound structural design as transmitted

Safety of old structure during demolition.

Safety of any adjoining building /persons staying in adjoining building/persons

c)

d)

e)

a)

b)

3. All structural concrete should be weigh batched, machine mixed & mechanically vibrated.

Any accident occurring due to construction of elements of buildings not designed by us.

2. Supervision if specifically asked for will be provided to the extent of verification of reinforcement on site

f)

Use of this drawing for construction shall explicitly confirm acceptance of following conditions

25III Columns & walls having width of 200mm & below

4. Any discrepancy between our drawing & Architects' drawing shall be brought to our notice before construction.

5. This drawing is property of ASSOCIATED CONSULTANTS and shall not be reproduced or used

at any given section. Ld = 50 X D (where D= dia. of Bar)

before commencement of deshuttering. It shall comply with provisions of Clause No. 11.3 of IS 456: 2000.

by Owner / Builder / Contractor

by this drawing and we shall not remain responsible for

and properties on adjoining roads.

workmanship / faulty construction procedure.

but responsibility regarding correct & sound construction shall solely rest with contractor/ builder / owner.

without explicit permission of this office.

3. Earthquake zone considered is zone III for Mumbai region.

304,Sent inel,Hiranandani Business Park,

Powai,Mumbai - 400 076,Maharashtra,India.

T: +91 22 6691 9400 F: +91 22 6692 4077

w w w . s a n k a l p a n . c o m

3-T16

(BOTT.BAR)

3-T16

(TOP BAR)

2-T12 S.F.R.(EACH FACE)

2LT10@150

ISMB 600

3-T16

(BOTT.BAR)

3-T16

(TOP BAR)

2-T12 S.F.R.(EACH FACE)

2LT10@150

DETAIL ADETAIL B

ISM

B 6

00

ISMB 600

4-T16

2LT8@200

DETAIL C

B31(600X650)

SECTION E1-E1

S4

B22(600X650)

SECTION E1-E1

S4

C1

S1A

SECTION C1-C1

S1A

1. FILLING WORK AT ANY RAISED OR SUNK PORTION SHOULD BE STRICTLY IN

LIGHT WEIGHT BRICKS ONLY.

S5

TPS USJ30.06.15ISSUED FOR TENDER USJ

R01. TPS USJ19.08.15REVISED P.T. BEAM DETAILS USJ

BEAM SCHEDULE (M40:Fe500) (LEVEL:TERRACE)

REMARKSSHEAR STIRRUPS

STRAIGHT EXTRA

LEFT SUPP

EXTRA

RIGHT SUPP

TOP REINFORCEMENT

STRAIGHT CURTAILED

BOTTOM REINFORCEMENT

BD

SIZE

NUMBERS

BEAM

B1 230600

-

3-T12

T8@150

2-T12

- -

CANTILEVER

B2, 2A*

B3

230600

230600

600600

600600

230600

650600

230600

2-T16

2-T12

-

-

5-T25

5-T25

2-T16+

2-T12

5-T25

3-T20

-

-

-

-

-

2-T12

3-T12

2-T16+

2-T12

3-T25

4-T25

3-T20

3-T20

T8@150

- -

1-T12 1-T12

T8@200

T8@150

- -

-

2-T20+

5-T16

4LT8@2004LT8@200

4LT8@200

2-T20+

5-T16

-

2-T25 -

4LT8@200

- - 2LT10@100

CANTILEVER

B28

B29

B30

B31

B32,40

B33,41

B34,42

B35,43

B44

B45

B46

B47

B48,48A

B49

600 650

600 650

600 300

600 150

600 230

600 230

600 230~650

600 650

600 650

600 650

600 600

600 600

600 600

600 600

600 650

600 650

600 650

600 150

600 230

600 230

-

-

-

-

2-T12

3-T16

2-T12

3-T25

3-T25

3-T20

5-T20

5-T20

5-T20

3-T20

5-T25

5-T25

5-T20

3-T20

5-T25

5-T25

3-T20

2-T12

3-T12

4-T20

3-T20

3-T20

-

2-T25

-

-

-

-

-

-

-

-

-

-

-

-

3-T25

3-T25

3-T25

2-T10

2-T12

3-T20

3-T25

3-T25

3-T25

3-T25

3-T25

3-T25

3-T25

3-T25

3-T25

3-T25

3-T25

2-T25

4-T16

2-T10

-

-

-

-

-

-

2-T25 2-T25

2-T25+

3-T25

2-T25

2-T25+

3-T25

-

2-T20

2-T20 2-T20

-

2-T25+

3-T25

2-T20

-

2-T25+

3-T25

2-T25+

5-T25

2-T25+

3-T20

2-T25+

3-T20

2-T25+

3-T20

- -

- -

- 1-T12

-

2-T25+

2-T25

2-T25+

2-T25

2-T25

2-T25 2-T20

2-T20 2-T20

T8@100

T10@100

T8@200

4LT8@150

4LT8@150

3LT8@100

T8@200

T8@200

T10@125

4LT8@200

4LT8@200

4LT8@200

4LT8@200

4LT8@200

4LT8@200

4LT8@200

4LT8@200

4LT8@200

4LT8@200

4LT8@200

CANTILEVER

CANTILEVER(INVERETED)

CANTILEVER

CANTILEVER

MB 230750

2-T16 2-T16

- - 2L-T8@200-

MB1 230300

2-T16

1-T12

+ -

2-T16

1-T12

+ - - 2L-T8@150

MIDLANDING BEAM(INVERTED)

B5 600 650

B6

B4

600 650

4-T32

4-T32

3-T32

3-T32

3-T25

3-T25

2-T25+

3-T32

2-T25+

5-T25

4LT10@150

4LT10@150

2-T25+

5-T25

2-T25+

3-T32

B8

B9

B10

B11

6006005-T25

-3-T20

- -

4LT8@200

B12

B13,19

B14

B15

B17

B21

B22

B23

B25

B26

B20

B27

B36

B37

B38

B39

600 650

600 650

600 650

600 650

3-T20

6-T32

6-T32

6-T32

-

-

-

-

4-T32

4-T32

4-T32

4-T32

2-T32+

6-T32

4LT10@150

-

2-T32+

6-T32

-

4LT12@125

- -

4LT10@150

2-T32+

6-T32

-

4LT12@150

2306002-T12

-

3-T12

T8@150

- -

CANTILEVER

B7

CANTILEVER

MBKT 230300

- -- - 2L-T8@125-

MIDLANDING BEAM (CANTILEVER)

INVERTED

B50*,51*,52,53

-

-

-

-

-

-

-

- -

MBKT 600 230

-

3-T16 4-T16

- -

T10@100 CANTILEVER(INVERETED)

2-T16

1-T12

+

2-T16

1-T12

+

600 650

600600

600600

PROJECT STAGE :

TENDER DRAWING

ADC-123-118-R01

STRUCTURAL CONSULTANT

CLIENT:

JOB NO. SCALE DATE DWN.BY CHK.BY

AS SHOWN

@A1

DRAWING TITLE :

R.C.C DETAILS OF TERRACE FLOOR PLAN(SHEET 2/2)

PROJECT :

PROPOSED ANNEX BUILDING AT PLOT NO.89, 89A,SIR POCHKHWANWALA

ROAD,WORLI,MUMBAI

NOTES:

1.THIS DRAWING IS THE PROPERTY OF ASSOCIATED CONSULTANTS

& CANNOT BE USED WITHOUT THEIR WRITTEN PERMISSION.

2.DRAWING SHALL NOT BE SCALED WRITTEN DIMENSIONS ARE TO BE FOLLOWED.

3.THIS DRAWING TO BE READ ALONG WITH OTHER RELEVANT DRAWINGS.

4.ANY VARIATION BETWEEN THE DRAWING & THE SPECIFICATION, SHOULD BE BROUGHT

TO THE NOTICE OF THE ARCHITECTS BY THE CONTRACTORS IN WRITTING PRIOR TO

CONSTRUCTION.

DWN. CHKD. APPD.DATEREV.

ADC-123 30.06.15 TPS USJ

DESCRIPTION

REFERENCE DRAWINGS

DRG.NO. DRAWING TITLE

MAHARASHTRA STATE POLICE HOUSING &

WELFARE CORPORATION LTD

R.C.C DETAILS OF TERRACE FLOOR PLAN(SHEET 2

2)ADC-123-118-R00

R00.

ASSOCIATED CONSULTANTS

CONSULTING ENGINEERS

A-801, SAI TIRTH, SIDDHARTH

NAGAR, KOPRI,

THANE (E),400603.

TEL- 25327085,25325604,

# FAX 25361721

9. All buildings shall have tie beams/plinth beams at ground/plinth level.

75I

NOTES:

4. Clear covers

2. Due care shall be taken to ascertain that requisite strength of concrete is gained

1. Basic referance code:- IS 456: 2000, IS 1893, IS 13920

12. Fire rating considered:- 2 Hour Max.

40

75

20

25

9. Design is valid for number of floors as indicated in the drawing.

8. If footings overlap each other, necessary revision shall be obtained from our office.

10. At any level where column size gets reduced in either dimension tie beams/plinth beams are essential.

11. For cantilevers, top bars to be anchored behind from external face of support for -1.5 X span of cantilever.

II

VI

SlabsIV

V

Columns & walls >200mm width

Pile cap

Beams

5. Beams having depth more than 750mm, provide side-face reinforcement.

Footings

6. Substratum shall be approved from our office before laying P.C.C.

7. Minimum clear spacing between any two longitudinal bars in beam= 50mm.

8. All laps (Ld) shall be staggered & not more than 50% bars to be lapped

any injury to any personnel arising out of any accidents.

Accidents occurring due to premature deshuttering, faulty / substandard construction material or

Correctness/safety of any temporary structure, scaffolding, shuttering, centering erected at site and

Safety of construction worker/any personnel at work site during construction

1. Our responsibility shall remain limited to safe and sound structural design as transmitted

Safety of old structure during demolition.

Safety of any adjoining building /persons staying in adjoining building/persons

c)

d)

e)

a)

b)

3. All structural concrete should be weigh batched, machine mixed & mechanically vibrated.

Any accident occurring due to construction of elements of buildings not designed by us.

2. Supervision if specifically asked for will be provided to the extent of verification of reinforcement on site

f)

Use of this drawing for construction shall explicitly confirm acceptance of following conditions

25III Columns & walls having width of 200mm & below

4. Any discrepancy between our drawing & Architects' drawing shall be brought to our notice before construction.

5. This drawing is property of ASSOCIATED CONSULTANTS and shall not be reproduced or used

at any given section. Ld = 50 X D (where D= dia. of Bar)

before commencement of deshuttering. It shall comply with provisions of Clause No. 11.3 of IS 456: 2000.

by Owner / Builder / Contractor

by this drawing and we shall not remain responsible for

and properties on adjoining roads.

workmanship / faulty construction procedure.

but responsibility regarding correct & sound construction shall solely rest with contractor/ builder / owner.

without explicit permission of this office.

3. Earthquake zone considered is zone III for Mumbai region.

304,Sent inel,Hiranandani Business Park,

Powai,Mumbai - 400 076,Maharashtra,India.

T: +91 22 6691 9400 F: +91 22 6692 4077

w w w . s a n k a l p a n . c o m

SIZE- 450X450

STEEL- 8-T12

LINK-T8@150C/C

FC FROM TERRACE LVL.UPTOOHT LVL. TO BE TAKEN FROM

PT BEAM

* PARTLY INVERTED

5-T25

3-T20

4LT8@200

5-T25

3-T20

4LT8@200

PARTLY INVERTED

PARTLY INVERTED

* INVERTED

MIDLANDING BEAM(INVERTED)

-

4-T32 -

3-T25

4LT10@150

2-T25 2-T25

PARTLY INVERTED

SUNK

1. FILLING WORK AT ANY RAISED OR SUNK PORTION SHOULD BE STRICTLY IN

LIGHT WEIGHT BRICKS ONLY.

B45

(600X650)

5-T25

3-T20

B12

(600X600)

TPS USJ30.06.15ISSUED FOR TENDER USJ

P.T. BEAM (REFER P.T. DRG FOR P.T. BEAM)

P.T. BEAM (REFER P.T. DRG FOR P.T. BEAM)

P.T. BEAM (REFER P.T. DRG FOR P.T. BEAM)

R01. TPS USJ19.08.15REVISED P.T. BEAM DETAILS USJ

BEAM SCHEDULE (M40:Fe500)

REMARKS

SHEAR

STRAIGHT EXTRA

LEFT SUPP

EXTRA

RIGHT SUPP

TOP REINFORCEMENT

STRAIGHT CURTAILED

BOTTOM REINFORCEMENT

BD

SIZE

NUMBERS

BEAM

WB1,4 2301850

-

4-T164-T20

- -

WB5,6 23018504-T20 4-T16

-

-

STIRRUPS

- -

PROJECT STAGE :

TENDER DRAWING

ADC-123-119-R00

STRUCTURAL CONSULTANT

CLIENT:

JOB NO. SCALE DATE DWN.BY CHK.BY

AS SHOWN

@A1

DRAWING TITLE :

PROJECT :

PROPOSED ANNEX BUILDING AT PLOT NO.89, 89A,SIR POCHKHWANWALA

ROAD,WORLI,MUMBAI

NOTES:

1.THIS DRAWING IS THE PROPERTY OF ASSOCIATED CONSULTANTS

& CANNOT BE USED WITHOUT THEIR WRITTEN PERMISSION.

2.DRAWING SHALL NOT BE SCALED WRITTEN DIMENSIONS ARE TO BE FOLLOWED.

3.THIS DRAWING TO BE READ ALONG WITH OTHER RELEVANT DRAWINGS.

4.ANY VARIATION BETWEEN THE DRAWING & THE SPECIFICATION, SHOULD BE BROUGHT

TO THE NOTICE OF THE ARCHITECTS BY THE CONTRACTORS IN WRITTING PRIOR TO

CONSTRUCTION.

DWN. CHKD. APPD.DATEREV.

ADC-123 30.06.15 TPS USJ

DESCRIPTION

MAHARASHTRA STATE POLICE HOUSING &

WELFARE CORPORATION LTD

R00.

ASSOCIATED CONSULTANTS

CONSULTING ENGINEERS

A-801, SAI TIRTH, SIDDHARTH

NAGAR, KOPRI,

THANE (E),400603.

TEL- 25327085,25325604,

# FAX 25361721

9. All buildings shall have tie beams/plinth beams at ground/plinth level.

75I

NOTES:

4. Clear covers

2. Due care shall be taken to ascertain that requisite strength of concrete is gained

1. Basic referance code:- IS 456: 2000, IS 1893, IS 13920

12. Fire rating considered:- 2 Hour Max.

40

75

20

25

9. Design is valid for number of floors as indicated in the drawing.

8. If footings overlap each other, necessary revision shall be obtained from our office.

10. At any level where column size gets reduced in either dimension tie beams/plinth beams are essential.

11. For cantilevers, top bars to be anchored behind from external face of support for -1.5 X span of cantilever.

II

VI

SlabsIV

V

Columns & walls >200mm width

Pile cap

Beams

5. Beams having depth more than 750mm, provide side-face reinforcement.

Footings

6. Substratum shall be approved from our office before laying P.C.C.

7. Minimum clear spacing between any two longitudinal bars in beam= 50mm.

8. All laps (Ld) shall be staggered & not more than 50% bars to be lapped

any injury to any personnel arising out of any accidents.

Accidents occurring due to premature deshuttering, faulty / substandard construction material or

Correctness/safety of any temporary structure, scaffolding, shuttering, centering erected at site and

Safety of construction worker/any personnel at work site during construction

1. Our responsibility shall remain limited to safe and sound structural design as transmitted

Safety of old structure during demolition.

Safety of any adjoining building /persons staying in adjoining building/persons

c)

d)

e)

a)

b)

3. All structural concrete should be weigh batched, machine mixed & mechanically vibrated.

Any accident occurring due to construction of elements of buildings not designed by us.

2. Supervision if specifically asked for will be provided to the extent of verification of reinforcement on site

f)

Use of this drawing for construction shall explicitly confirm acceptance of following conditions

25III Columns & walls having width of 200mm & below

4. Any discrepancy between our drawing & Architects' drawing shall be brought to our notice before construction.

5. This drawing is property of ASSOCIATED CONSULTANTS and shall not be reproduced or used

at any given section. Ld = 50 X D (where D= dia. of Bar)

before commencement of deshuttering. It shall comply with provisions of Clause No. 11.3 of IS 456: 2000.

by Owner / Builder / Contractor

by this drawing and we shall not remain responsible for

and properties on adjoining roads.

workmanship / faulty construction procedure.

but responsibility regarding correct & sound construction shall solely rest with contractor/ builder / owner.

without explicit permission of this office.

3. Earthquake zone considered is zone III for Mumbai region.

304,Sentinel ,Hiranandani Business Park,

Powai,Mumbai - 400 076,Maharashtra,India.

T: +91 22 6691 9400 F: +91 22 6692 4077

w w w . s a n k a l p a n . c o m

4. PROPER CARE SHOULD BE TAKEN AT THE JUNCTION OF WALL AND SLAB

3. WATER PROOFING COMPOUND TO BE ADDED TO THE CONCRETE

2. USE CONCRETE MIX M:30 FOR ALL CONCRETE WORKS.

1. STRUCTURE IS DESIGNED AS WATER RETAINING STRUCTURE.

5. PROPER DENSE CONCRETING SHOULD BE DONE

6. THE BOTTOM SLAB OF O.H TANK SHOULD BE CHECKED FOR ANY LEAKAGES ONCE THE SLAB IS

CASTED & THE SAME SHOULD BE RECTIFIED WITH NO EXTRA COST TO OWNER.

4-T20 4-T20 4-T20

4-T16 4-T164-T16

WB2,3 2301850

-

3-T164-T16

- -

2-T20

-

-

-

WALL BEAM

WALL BEAM

WALL BEAM

TPS USJ USJ30.06.15ISSUED FOR TENDER

-

BEAM SCHEDULE

REMARKSSHEAR STIRRUPS

STRAIGHT EXTRA

LEFT SUPP

EXTRA

RIGHT SUPP

TOP REINFORCEMENT

STRAIGHT CURTAILED

BOTTOM REINFORCEMENT

BD

SIZE

NUMBERS

BEAM

B4 900 230

-

2-T12

2-T25- -

T8@100

(CANTILEVER)

B1 900 230

-

3-T16

2-T12- -

T8@150

B2 900 230

-

3-T16

3-T12- -

T8@200

B3 600 150

-

2-T12

2-T10- -

T8@200

B5 900 2303-T16

-3-T12

- -

T8@150 300 MM INVERTED BEAM

300 MM INVERTED BEAM

300 MM INVERTED BEAM

300 MM INVERTED BEAM

-

-

PROJECT STAGE :

TENDER DRAWING

ADC-123-120-R00

STRUCTURAL CONSULTANT

CLIENT:

JOB NO. SCALE DATE DWN.BY CHK.BY

AS SHOWN

@A1

DRAWING TITLE :

PROJECT :

PROPOSED ANNEX BUILDING AT PLOT NO.89, 89A,SIR POCHKHWANWALA

ROAD,WORLI,MUMBAI

NOTES:

1.THIS DRAWING IS THE PROPERTY OF ASSOCIATED CONSULTANTS

& CANNOT BE USED WITHOUT THEIR WRITTEN PERMISSION.

2.DRAWING SHALL NOT BE SCALED WRITTEN DIMENSIONS ARE TO BE FOLLOWED.

3.THIS DRAWING TO BE READ ALONG WITH OTHER RELEVANT DRAWINGS.

4.ANY VARIATION BETWEEN THE DRAWING & THE SPECIFICATION, SHOULD BE BROUGHT

TO THE NOTICE OF THE ARCHITECTS BY THE CONTRACTORS IN WRITTING PRIOR TO

CONSTRUCTION.

DWN. CHKD. APPD.DATEREV.

ASC-1983 26.06.15 TPS USJ

DESCRIPTION

MAHARASHTRA STATE POLICE HOUSING &

WELFARE CORPORATION LTD

R00.

ASSOCIATED CONSULTANTS

CONSULTING ENGINEERS

A-801, SAI TIRTH, SIDDHARTH

NAGAR, KOPRI,

THANE (E),400603.

TEL- 25327085,25325604,

# FAX 25361721

9. All buildings shall have tie beams/plinth beams at ground/plinth level.

75I

NOTES:

4. Clear covers

2. Due care shall be taken to ascertain that requisite strength of concrete is gained

1. Basic referance code:- IS 456: 2000, IS 1893, IS 13920

12. Fire rating considered:- 2 Hour Max.

40

75

20

25

9. Design is valid for number of floors as indicated in the drawing.

8. If footings overlap each other, necessary revision shall be obtained from our office.

10. At any level where column size gets reduced in either dimension tie beams/plinth beams are essential.

11. For cantilevers, top bars to be anchored behind from external face of support for -1.5 X span of cantilever.

II

VI

SlabsIV

V

Columns & walls >200mm width

Pile cap

Beams

5. Beams having depth more than 750mm, provide side-face reinforcement.

Footings

6. Substratum shall be approved from our office before laying P.C.C.

7. Minimum clear spacing between any two longitudinal bars in beam= 50mm.

8. All laps (Ld) shall be staggered & not more than 50% bars to be lapped

any injury to any personnel arising out of any accidents.

Accidents occurring due to premature deshuttering, faulty / substandard construction material or

Correctness/safety of any temporary structure, scaffolding, shuttering, centering erected at site and

Safety of construction worker/any personnel at work site during construction

1. Our responsibility shall remain limited to safe and sound structural design as transmitted

Safety of old structure during demolition.

Safety of any adjoining building /persons staying in adjoining building/persons

c)

d)

e)

a)

b)

3. All structural concrete should be weigh batched, machine mixed & mechanically vibrated.

Any accident occurring due to construction of elements of buildings not designed by us.

2. Supervision if specifically asked for will be provided to the extent of verification of reinforcement on site

f)

Use of this drawing for construction shall explicitly confirm acceptance of following conditions

25III Columns & walls having width of 200mm & below

4. Any discrepancy between our drawing & Architects' drawing shall be brought to our notice before construction.

5. This drawing is property of ASSOCIATED CONSULTANTS and shall not be reproduced or used

at any given section. Ld = 50 X D (where D= dia. of Bar)

before commencement of deshuttering. It shall comply with provisions of Clause No. 11.3 of IS 456: 2000.

by Owner / Builder / Contractor

by this drawing and we shall not remain responsible for

and properties on adjoining roads.

workmanship / faulty construction procedure.

but responsibility regarding correct & sound construction shall solely rest with contractor/ builder / owner.

without explicit permission of this office.

3. Earthquake zone considered is zone III for Mumbai region.

4. PROPER CARE SHOULD BE TAKEN AT THE JUNCTION OF WALL AND SLAB

3. WATER PROOFING COMPOUND TO BE ADDED TO THE CONCRETE

2. USE CONCRETE MIX M:30 FOR ALL CONCRETE WORKS.

1. STRUCTURE IS DESIGNED AS WATER RETAINING STRUCTURE.

5. PROPER DENSE CONCRETING SHOULD BE DONE

6. THE BOTTOM SLAB OF O.H TANK SHOULD BE CHECKED FOR ANY LEAKAGES ONCE THE SLAB IS

CASTED & THE SAME SHOULD BE RECTIFIED WITH NO EXTRA COST TO OWNER.

TPS USJ USJ10-07-15ISSUED FOR TENDER

+300 MM FFL

± 00 MM FFL

+4350 MM FFL

+7350 MM FFL

+10350 MM FFL

+13350 MM FFL

+17000 MM FFL

+20650 MM FFL

+1350 MM FFL

+24225 MM SSL

GROUND LEVEL

FIRST FLOOR

SECOND FLOOR

THIRD FLOOR

FOURTH FLOOR

FIFTH FLOOR

SIXTH FLOOR

TERRACE FLOOR

GROUND FLOOR LEVEL

EXISTING BLDG PLINTH LEVEL

C7BC6A

C4A

C2A

C1

C2

C3

C4

C5

C6

C7

C7A

C7/FC5/FC5A

FC7 FC7A FC6 FC6A

B6 B7 B8 B9 B10 B11B5

FC1 FC2 FC3

(FC4A,FC5A FROM 4TH FLOOR)

C6/FC4/FC4A

PROJECT STAGE :

TENDER DRAWING

ADC-123-121-R00

STRUCTURAL CONSULTANT

CLIENT:

JOB NO. SCALE DATE DWN.BY CHK.BY

AS SHOWN

@A1

DRAWING TITLE :

R.C.C ELEVATIONAL DETAILS OF COLUMNS

PROJECT :

PROPOSED ANNEX BUILDING AT PLOT NO.89, 89A,SIR POCHKHWANWALA

ROAD,WORLI,MUMBAI

NOTES:

1.THIS DRAWING IS THE PROPERTY OF ASSOCIATED CONSULTANTS

& CANNOT BE USED WITHOUT THEIR WRITTEN PERMISSION.

2.DRAWING SHALL NOT BE SCALED WRITTEN DIMENSIONS ARE TO BE FOLLOWED.

3.THIS DRAWING TO BE READ ALONG WITH OTHER RELEVANT DRAWINGS.

4.ANY VARIATION BETWEEN THE DRAWING & THE SPECIFICATION, SHOULD BE BROUGHT

TO THE NOTICE OF THE ARCHITECTS BY THE CONTRACTORS IN WRITTING PRIOR TO

CONSTRUCTION.

DWN. CHKD. APPD.DATEREV.

ADC-123 15.06.15 TPS USJ

DESCRIPTION

REFERENCE DRAWINGS

DRG.NO.DRAWING TITLE

MAHARASHTRA STATE POLICE HOUSING &

WELFARE CORPORATION LTD

R.C.C DETAILS OF COLUMN

ASC-1983-121-R00

R00.

ASSOCIATED CONSULTANTS

CONSULTING ENGINEERS

A-801, SAI TIRTH, SIDDHARTH

NAGAR, KOPRI,

THANE (E),400603.

TEL- 25327085,25325604,

# FAX 25361721

9. All buildings shall have tie beams/plinth beams at ground/plinth level.

75I

NOTES:

4. Clear covers

2. Due care shall be taken to ascertain that requisite strength of concrete is gained

1. Basic referance code:- IS 456: 2000, IS 1893, IS 13920

12. Fire rating considered:- 2 Hour Max.

40

75

20

25

9. Design is valid for number of floors as indicated in the drawing.

8. If footings overlap each other, necessary revision shall be obtained from our office.

10. At any level where column size gets reduced in either dimension tie beams/plinth beams are essential.

11. For cantilevers, top bars to be anchored behind from external face of support for -1.5 X span of cantilever.

II

VI

SlabsIV

V

Columns & walls >200mm width

Pile cap

Beams

5. Beams having depth more than 750mm, provide side-face reinforcement.

Footings

6. Substratum shall be approved from our office before laying P.C.C.

7. Minimum clear spacing between any two longitudinal bars in beam= 50mm.

8. All laps (Ld) shall be staggered & not more than 50% bars to be lapped

any injury to any personnel arising out of any accidents.

Accidents occurring due to premature deshuttering, faulty / substandard construction material or

Correctness/safety of any temporary structure, scaffolding, shuttering, centering erected at site and

Safety of construction worker/any personnel at work site during construction

1. Our responsibility shall remain limited to safe and sound structural design as transmitted

Safety of old structure during demolition.

Safety of any adjoining building /persons staying in adjoining building/persons

c)

d)

e)

a)

b)

3. All structural concrete should be weigh batched, machine mixed & mechanically vibrated.

Any accident occurring due to construction of elements of buildings not designed by us.

2. Supervision if specifically asked for will be provided to the extent of verification of reinforcement on site

f)

Use of this drawing for construction shall explicitly confirm acceptance of following conditions

25III Columns & walls having width of 200mm & below

4. Any discrepancy between our drawing & Architects' drawing shall be brought to our notice before construction.

5. This drawing is property of ASSOCIATED CONSULTANTS and shall not be reproduced or used

at any given section. Ld = 50 X D (where D= dia. of Bar)

before commencement of deshuttering. It shall comply with provisions of Clause No. 11.3 of IS 456: 2000.

by Owner / Builder / Contractor

by this drawing and we shall not remain responsible for

and properties on adjoining roads.

workmanship / faulty construction procedure.

but responsibility regarding correct & sound construction shall solely rest with contractor/ builder / owner.

without explicit permission of this office.

3. Earthquake zone considered is zone III for Mumbai region.

3 0 4 , S e n t i n e l , H i r a n a n d a n i B u s i n e s s P a r k ,

P o w a i , M u m b a i - 4 0 0 0 7 6 , M a h a r a s h t r a , I n d i a .

T : + 9 1 2 2 6 6 9 1 9 4 0 0 F : + 9 1 2 2 6 6 9 2 4 0 7 7

w w w . s a n k a l p a n . c o m

2. MAX.100∅ SLEEVES ARE ALLOWED IN BEAM

(MAX.2NOS PER BEAM ). THE LOCATION OF TOP OF

1. FILLING WORK AT ANY RAISED OR SUNK PORTION

SHOULD BE STRICTLY IN LIGHT WEIGHT (AAC) BLOCK ONLY.

SLEEVE SHALL BE 300 MM FROM TOP OF BEAM

3. FOR P.T. BEAM DETAILS REFER P.T. CONSULTANT'S DWG.

30.07.15 TPS USJUSJISSUED FOR TENDER

PROJECT STAGE :

TENDER DRAWING

ADC-123-122-R00

STRUCTURAL CONSULTANT

CLIENT:

JOB NO. SCALE DATE DWN.BY CHK.BY

AS SHOWN

@A1

DRAWING TITLE :

R.C.C DETAILS OF 4TH FLOOR SLAB P.T. BEAMS

PROJECT :

PROPOSED ANNEX BUILDING AT PLOT NO.89, 89A,SIR POCHKHWANWALA

ROAD,WORLI,MUMBAI

NOTES:

1.THIS DRAWING IS THE PROPERTY OF ASSOCIATED CONSULTANTS

& CANNOT BE USED WITHOUT THEIR WRITTEN PERMISSION.

2.DRAWING SHALL NOT BE SCALED WRITTEN DIMENSIONS ARE TO BE FOLLOWED.

3.THIS DRAWING TO BE READ ALONG WITH OTHER RELEVANT DRAWINGS.

4.ANY VARIATION BETWEEN THE DRAWING & THE SPECIFICATION, SHOULD BE BROUGHT

TO THE NOTICE OF THE ARCHITECTS BY THE CONTRACTORS IN WRITTING PRIOR TO

CONSTRUCTION.

DWN. CHKD.APPD.DATEREV.

ADC-123 20.08.15 HIMALI

DESCRIPTION

REFERENCE DRAWINGS

DRG.NO. DRAWING TITLE

MAHARASHTRA STATE POLICE HOUSING &

WELFARE CORPORATION LTD

R.C.C DETAILS OF 4TH FLOOR PLANADC-123-111-R00

ASSOCIATED CONSULTANTS

CONSULTING ENGINEERS

A-801, SAI TIRTH, SIDDHARTH

NAGAR, KOPRI,

THANE (E),400603.

TEL- 25327085,25325604,

# FAX 25361721

304,Sentinel ,Hiranandani Business Park,

Powai,Mumbai - 400 076,Maharashtra,India.

T: +91 22 6691 9400 F: +91 22 6692 4077

w w w . s a n k a l p a n . c o m

R00. 20.08.2015ISSUED FOR TENDER HIMALI

M/S. TOTO POST TENSIONING SERVICES PVT.LTD.

P.T. CONSULTANT

UPDN

FC1FC2

FC3

C10 C12

C13

C19

C22

C14

C26C23 C24

C15

C21

C25

C20

FC4 FC5

B1

B2 B2 B2 B2

B3

B4B5 B6

B8 B9 B10 B11

B18

B19B20

B21

B22

B23

B24

B25 B26 B27 MB MBKT2

B29MB1

B30

B31

B32

B33

B34

B35

B36

B37

B38

B39

B40

B41

B42

B43

B44

B45

B46

B47

B48

B49

B50

B51

B51

B52

B53

B55

B56

B57

6"LIGHT WEIGHTBRICK WALL

TOILET

RAISED

B4

HB

HB

A

A1

HB

E1

B

B1

FC7 B14A

HB

1

HCPT BEAM 2 = 1000 X 600

PT BEAM 1 = 1000 X 600

UPDN

FC1FC2

FC3

C10 C12

C13

C19

C22

C14

C26C23 C24

C15

C21

C25

C20

FC4 FC5

B1

B2 B2 B2 B2

B3

B4B5 B6

B8 B9 B10 B11B12

B18

B19B20

B21

B22

B23

B25 B26 B27 MB MBKT2

B29MB1

B30

B31

B32

B33

B34

B35

B36

B37

B38

B39

B40

B41

B42

B43

B44

B45

B46

B47

B48

B49

B50

B51

B51

B52

B53

B55

B56

B57

6"LIGHT WEIGHTBRICK WALL

TOILET

RAISED

B4

HB

HB

A

A1

HB

E1

B

B1

C1

FC7 B14A

HB

1

HC

C10 C12

PT BEAM 1 & 2 = 1000 X 600

CGS

L

450 380 255165

110 90110 255 380

450

165

3.7 7.4 9.311.1 14.9 19.20.0

1.85.5

1316.7

10 Ø 32 Ø 10 MM @150 MM C/C 6 L 10 Ø 32

10 Ø 32 10 Ø 32 Ø 10 MM @ 150 MM C/C 6 L

Ø 10 MM @ 150 MM C/C 6 L

Ø 10 MM @ 150 MM C/C 6 L

Ø 10 MM @ 200 MM C/C 6 L

Ø 10 MM @ 200 MM C/C 6 L

NOTES:

1) ALL DIMENSION ARE IN MM

2) CONCRETE CLEAR COVER FOR BEAM:

TOP: 40mm TO THE NEAREST REINFT.

BTM: 40mm TO THE NEAREST REINFT.

CONCRETE CLEAR COVER FOR SLAB:

TOP: 25MM TO THE NEAREST REINFT.

BTM: 25MM TO THE NEAREST REINFT.

3)ONE NUMBER OF TENDON WILL BE TENSIONED AT 140KN.

4)TENDON SPECIFICATION

· . OF STRANDS = 12.7MM,7ply,LRPS

· AREA = 99MM2

· UTS VALUE = 1860/MM2

MADE AS PER IS 14268

5) GRADE OF STEEL = Fe415, GRADE OF CONCRETE =M40

6) ALL LAPPING LENGTH SHALL BE FOLLOWED AS PER THE CONSULTANT

DWGAND LAPS SHOULD BE KEPT STAGGERED.

7) 50% PROPS SHALL BE RETAINED AT LOWER LEVEL SLAB WHILE

CASTING OF THE CURRENT SLAB

8) THIS PROPS MUST BE RETAINED TILL STRESSING OF ALL CABLES AT

CURRENT LEVEL

9) MINIMUM STRENGTH OF CONCRETE REQUIRED BEFORE STRESSING =

25N/MM2

10) AS PER SITE SITUATION DEAD END AND LIVE END CAN BE CHANGED

11) LOAD CONSIDERED:

A) DEAD LOAD = 2KN/M2

B) LIVE LOAD = 5KN/M2

C) FC COLUMN LOAD = 250KN

D) SELF WEIGHT AS PER ACTUAL

PROJECT STAGE :

TENDER DRAWING

ADC-123-123-R00

STRUCTURAL CONSULTANT

CLIENT:

JOB NO. SCALE DATE DWN.BY CHK.BY

AS SHOWN

@A1

DRAWING TITLE :

R.C.C DETAILS OF 5 TH FLOOR SLAB P.T. BEAMS

PROJECT :

PROPOSED ANNEX BUILDING AT PLOT NO.89, 89A,SIR POCHKHWANWALA

ROAD,WORLI,MUMBAI

NOTES:

1.THIS DRAWING IS THE PROPERTY OF ASSOCIATED CONSULTANTS

& CANNOT BE USED WITHOUT THEIR WRITTEN PERMISSION.

2.DRAWING SHALL NOT BE SCALED WRITTEN DIMENSIONS ARE TO BE FOLLOWED.

3.THIS DRAWING TO BE READ ALONG WITH OTHER RELEVANT DRAWINGS.

4.ANY VARIATION BETWEEN THE DRAWING & THE SPECIFICATION, SHOULD BE BROUGHT

TO THE NOTICE OF THE ARCHITECTS BY THE CONTRACTORS IN WRITTING PRIOR TO

CONSTRUCTION.

DWN. CHKD.APPD.DATEREV.

ADC-123 20.08.15 HIMALI

DESCRIPTION

REFERENCE DRAWINGS

DRG.NO. DRAWING TITLE

MAHARASHTRA STATE POLICE HOUSING &

WELFARE CORPORATION LTD

R.C.C DETAILS OF 5TH FLOOR PLANADC-123-113-R00

ASSOCIATED CONSULTANTS

CONSULTING ENGINEERS

A-801, SAI TIRTH, SIDDHARTH

NAGAR, KOPRI,

THANE (E),400603.

TEL- 25327085,25325604,

# FAX 25361721

304,Sentinel ,Hiranandani Business Park,

Powai,Mumbai - 400 076,Maharashtra,India.

T: +91 22 6691 9400 F: +91 22 6692 4077

w w w . s a n k a l p a n . c o m

R00. 20.08.2015ISSUED FOR TENDER HIMALI

M/S. TOTO POST TENSIONING SERVICES PVT.LTD.

P.T. CONSULTANT

UPDN

FC1FC2

FC3

C10 C12

C13

C19

C22

C14

C26C23 C24

C15

C21

C25

C20

B1

B2 B2 B2 B2

B3

B4

B8 B9 B10 B11 B12

B14 B15B13

B16

B17 B18

B19

B21 B22 B23 MBKT2

B25

B26

B27

B28

B29

B30

B31

B32

B33

B34

B35

B36

B37

B38

B39

B40

B41

B42

B43

B44

B45

B46

B47

B47

B48

B49

B50

B51

B52

B53

MB

MB1

HB

HB

6"LIGHT WEIGHTBRICK WALL

TOILET

RAISED

A B

E1

F

UPDN

FC1FC2

FC3

C10 C12

C13

C19

C22

C14

C26C23 C24

C15

C21

C25

C20

B1

B2 B2 B2 B2

B3

B4

B8 B9 B10 B11 B12

B14 B15B13

B16

B17 B18

B19

B20

B21 B22 B23 MBKT2

B25

B26

B27

B28

B29

B30

B31

B32

B33

B34

B35

B36

B37

B38

B39

B40

B41

B42

B43

B44

B45

B46

B47

B47

B48

B49

B50

B51

B52

B53

MB

MB1

HB

HB

6"LIGHT WEIGHTBRICK WALL

TOILET

RAISED

A B

E1

F

PT BEAM 2 = 1000 X 600

PT BEAM 1 = 1000 X 600

PT BEAM 3 = 1700 X 600 PT BEAM 3 = 1700 X 600 PT BEAM 3 = 1700 X 600

PT BEAM 3 = 1700 X 600 PT BEAM 3 = 1700 X 600 PT BEAM 3 = 1700 X 600FC1 FC2 FC3

CGS

L

300 225 170 120 110160

290 510 400300

430

2.3 4.65 6.0 7.4

9.3

11.60.0 1.4 3.78.4

10.7

250

12.5

220

13.5

215

14.0

250

15.3

350

16.7

450

17.7

510

18.6

490

19.8

450

20.7

415

21.6

360

23.1

300

24.9

8 Ø 32 Ø 10 MM @150 MM C/C 6 L 8 Ø 25

8 Ø 32 8 Ø 25 Ø 10 MM @ 150 MM C/C 6 L

Ø 10 MM @ 150 MM C/C 6 L

Ø 10 MM @ 150 MM C/C 6 L

2 Ø 32

2 Ø 32

Ø 10 MM @ 200 MM C/C 6 L

Ø 10 MM @ 200 MM C/C 6 L

8 Ø 32 8 Ø 25 Ø 10 MM @ 150 MM C/C 6 L Ø 10 MM @ 150 MM C/C 6 LØ 10 MM @ 200 MM C/C 6 L

12 Ø 32 12 Ø 25

12 Ø 32 12 Ø 25 Ø 10 MM @ 150 MM C/C 8 L Ø 10 MM @ 150 MM C/C 8 L Ø 10 MM @ 150 MM C/C 8 L

Ø 10 MM @ 150 MM C/C 8 LØ 10 MM @ 150 MM C/C 8 LØ 10 MM @ 150 MM C/C 6 L

CGS

L

450 380255 165

110 90110 255

380450

165

3.7 7.4 9.311.1 14.9 19.20.0

1.85.5

1316.7

C10 C12

PT BEAM 1 & 2 = 1000 X 600

BEAM TENDON DETAIL PLAN

SHUTTERING DRAWING

SECTION

SECTION

NOTES:

1) ALL DIMENSION ARE IN MM

2) CONCRETE CLEAR COVER FOR BEAM:

TOP: 40mm TO THE NEAREST REINFT.

BTM: 40mm TO THE NEAREST REINFT.

CONCRETE CLEAR COVER FOR SLAB:

TOP: 25MM TO THE NEAREST REINFT.

BTM: 25MM TO THE NEAREST REINFT.

3)ONE NUMBER OF TENDON WILL BE TENSIONED AT 140KN.

4)TENDON SPECIFICATION

· . OF STRANDS = 12.7MM,7ply,LRPS

· AREA = 99MM2

· UTS VALUE = 1860/MM2

MADE AS PER IS 14268

5) GRADE OF STEEL = Fe415, GRADE OF CONCRETE =M40

6) ALL LAPPING LENGTH SHALL BE FOLLOWED AS PER THE CONSULTANT

DWGAND LAPS SHOULD BE KEPT STAGGERED.

7) 50% PROPS SHALL BE RETAINED AT LOWER LEVEL SLAB WHILE

CASTING OF THE CURRENT SLAB

8) THIS PROPS MUST BE RETAINED TILL STRESSING OF ALL CABLES AT

CURRENT LEVEL

9) MINIMUM STRENGTH OF CONCRETE REQUIRED BEFORE STRESSING =

25N/MM2

10) AS PER SITE SITUATION DEAD END AND LIVE END CAN BE CHANGED

11) LOAD CONSIDERED:

A) DEAD LOAD = 2KN/M2

B) LIVE LOAD = 5KN/M2

C) FC COLUMN LOAD = 250KN

D) SELF WEIGHT AS PER ACTUAL

PROJECT STAGE :

TENDER DRAWING

ADC-123-124-R00

STRUCTURAL CONSULTANT

CLIENT:

JOB NO. SCALE DATE DWN.BY CHK.BY

AS SHOWN

@A1

DRAWING TITLE :

R.C.C DETAILS OF 6TH FLOOR SLAB P.T. BEAMS

PROJECT :

PROPOSED ANNEX BUILDING AT PLOT NO.89, 89A,SIR POCHKHWANWALA

ROAD,WORLI,MUMBAI

NOTES:

1.THIS DRAWING IS THE PROPERTY OF ASSOCIATED CONSULTANTS

& CANNOT BE USED WITHOUT THEIR WRITTEN PERMISSION.

2.DRAWING SHALL NOT BE SCALED WRITTEN DIMENSIONS ARE TO BE FOLLOWED.

3.THIS DRAWING TO BE READ ALONG WITH OTHER RELEVANT DRAWINGS.

4.ANY VARIATION BETWEEN THE DRAWING & THE SPECIFICATION, SHOULD BE BROUGHT

TO THE NOTICE OF THE ARCHITECTS BY THE CONTRACTORS IN WRITTING PRIOR TO

CONSTRUCTION.

DWN. CHKD.APPD.DATEREV.

ADC-123 20.08.15 HIMALI

DESCRIPTION

REFERENCE DRAWINGS

DRG.NO. DRAWING TITLE

MAHARASHTRA STATE POLICE HOUSING &

WELFARE CORPORATION LTD

R.C.C DETAILS OF SIXTH FLOOR PLANADC-123-115-R00

ASSOCIATED CONSULTANTS

CONSULTING ENGINEERS

A-801, SAI TIRTH, SIDDHARTH

NAGAR, KOPRI,

THANE (E),400603.

TEL- 25327085,25325604,

# FAX 25361721

NOTES:

304,Sentinel ,Hiranandani Business Park,

Powai,Mumbai - 400 076,Maharashtra,India.

T: +91 22 6691 9400 F: +91 22 6692 4077

w w w . s a n k a l p a n . c o m

R00. 20.08.2015ISSUED FOR TENDER HIMALI

M/S. TOTO POST TENSIONING SERVICES PVT.LTD.

P.T. CONSULTANT

1) ALL DIMENSION ARE IN MM

2) CONCRETE CLEAR COVER FOR BEAM:

TOP: 40mm TO THE NEAREST REINFT.

BTM: 40mm TO THE NEAREST REINFT.

CONCRETE CLEAR COVER FOR SLAB:

TOP: 25MM TO THE NEAREST REINFT.

BTM: 25MM TO THE NEAREST REINFT.

3)ONE NUMBER OF TENDON WILL BE TENSIONED AT 140KN.

4)TENDON SPECIFICATION

· . OF STRANDS = 12.7MM,7ply,LRPS

· AREA = 99MM2

· UTS VALUE = 1860/MM2

MADE AS PER IS 14268

5) GRADE OF STEEL = Fe415, GRADE OF CONCRETE =M40

6) ALL LAPPING LENGTH SHALL BE FOLLOWED AS PER THE CONSULTANT

DWGAND LAPS SHOULD BE KEPT STAGGERED.

7) 50% PROPS SHALL BE RETAINED AT LOWER LEVEL SLAB WHILE

CASTING OF THE CURRENT SLAB

8) THIS PROPS MUST BE RETAINED TILL STRESSING OF ALL CABLES AT

CURRENT LEVEL

9) MINIMUM STRENGTH OF CONCRETE REQUIRED BEFORE STRESSING =

25N/MM2

10) AS PER SITE SITUATION DEAD END AND LIVE END CAN BE CHANGED

11) LOAD CONSIDERED:

A) DEAD LOAD = 2KN/M2

B) LIVE LOAD = 5KN/M2

C) FC COLUMN LOAD = 250KN

D) SELF WEIGHT AS PER ACTUAL

UPDN

FC1FC2

FC3

C10 C12

C13

C19

C22

C14

C26C23 C24

C15

C21

C25

C20

B1

B2 B2 B2 B2

B3

B4B5 B6

B8 B9 B10 B11

B14

B15

B13

B16

B17 B18

B19

B20

B21 B22 B23 MBKT2

B25

B26

B27

B28

B29

B30

B31

B33

B34

B35

B36

B37

B38

B39

B40

B41

B42

B43

B44

B45

B46

B47

B47

B48

B49

B52

B53

MB

MB1

HB

HB

6"LIGHT WEIGHTBRICK WALL

TOILET

RAISED

E1

C1

B32

PT BEAM 2 = 1000 X 600

PT BEAM 1 = 1000 X 600

UPDN

FC1FC2

FC3

C10 C12

C13

C19

C22

C14

C26C23 C24

C15

C21

C25

C20

B1

B2 B2 B2 B2

B3

B4B5 B6

B8 B9 B10 B11

B14

B15

B13

B16

B17 B18

B19

B20

B21 B22 B23 MBKT2

B25

B26

B27

B28

B29

B30

B31

B33

B34

B35

B36

B37

B38

B39

B40

B41

B42

B43

B44

B45

B46

B47

B47

B48

B49

B52

B53

MB

MB1

HB

HB

6"LIGHT WEIGHTBRICK WALL

TOILET

RAISED

E1

C1

B32

10 Ø 32 Ø 10 MM @150 MM C/C 6 L 10 Ø 32

10 Ø 32 10 Ø 32 Ø 10 MM @ 150 MM C/C 6 L

Ø 10 MM @ 150 MM C/C 6 L

Ø 10 MM @ 150 MM C/C 6 L

Ø 10 MM @ 200 MM C/C 6 L

Ø 10 MM @ 200 MM C/C 6 L

CGS

L

450 380 255 165110 90

110 255380

450

165

3.7 7.4 9.311.1 14.9 19.20.0

1.8 5.513

16.7

C10 C12

PT BEAM 1 & 2 = 1000 X 600

PROJECT STAGE :

TENDER DRAWING

ADC-123-125-R00

STRUCTURAL CONSULTANT

CLIENT:

JOB NO. SCALE DATE DWN.BY CHK.BY

AS SHOWN

@A1

DRAWING TITLE :

R.C.C DETAILS OF TERRACE FLOOR SLAB P.T. BEAMS

PROJECT :

PROPOSED ANNEX BUILDING AT PLOT NO.89, 89A,SIR POCHKHWANWALA

ROAD,WORLI,MUMBAI

NOTES:

1.THIS DRAWING IS THE PROPERTY OF ASSOCIATED CONSULTANTS

& CANNOT BE USED WITHOUT THEIR WRITTEN PERMISSION.

2.DRAWING SHALL NOT BE SCALED WRITTEN DIMENSIONS ARE TO BE FOLLOWED.

3.THIS DRAWING TO BE READ ALONG WITH OTHER RELEVANT DRAWINGS.

4.ANY VARIATION BETWEEN THE DRAWING & THE SPECIFICATION, SHOULD BE BROUGHT

TO THE NOTICE OF THE ARCHITECTS BY THE CONTRACTORS IN WRITTING PRIOR TO

CONSTRUCTION.

DWN. CHKD.APPD.DATEREV.

ADC-123 20.08.15 HIMALI

DESCRIPTION

REFERENCE DRAWINGS

DRG.NO. DRAWING TITLE

MAHARASHTRA STATE POLICE HOUSING &

WELFARE CORPORATION LTD

R.C.C DETAILS OF TERRACE FLOOR PLANADC-123-117-R00

ASSOCIATED CONSULTANTS

CONSULTING ENGINEERS

A-801, SAI TIRTH, SIDDHARTH

NAGAR, KOPRI,

THANE (E),400603.

TEL- 25327085,25325604,

# FAX 25361721

NOTES:

304,Sentinel ,Hiranandani Business Park,

Powai,Mumbai - 400 076,Maharashtra,India.

T: +91 22 6691 9400 F: +91 22 6692 4077

w w w . s a n k a l p a n . c o m

R00. 20.08.2015ISSUED FOR TENDER HIMALI

M/S. TOTO POST TENSIONING SERVICES PVT.LTD.

P.T. CONSULTANT

UPDN

C6FC1

FC2

FC3

C10 C12

C13

C19

C22

C14

C26C23 C24

C15

C21

C25

C20

FC4

B1

B2 B2 B2 B2

B3

B4B5 B6 B7

B8 B9 B10 B11 B12

B14 B15B13

B17

B19

B20

B21 B22 B23

B25

B26

B27

B28

B29

B30

B31

B32

B33

B34

B35

B36

B37

B38

B39

B40

B41

B42

B43

B44

B45

B46

B47

B47

B48

B49

MB

MB1B

E1

FC4

B50

B51

B52

B53

B2A

FC

FC

PT BEAM 2 = 1200 X 650

PT BEAM 1 = 1200 X 650

UPDN

C6FC1

FC2

FC3

C10 C12

C13

C19

C22

C14

C26C23 C24

C15

C21

C25

C20

FC4

B1

B2 B2 B2 B2

B3

B4B5 B6 B7

B8 B9 B10 B11 B12

B14 B15B13

B17

B19

B20

B21 B22 B23

B25

B26

B27

B28

B29

B30

B31

B32

B33

B34

B35

B36

B37

B38

B39

B40

B41

B42

B43

B44

B45

B46

B47

B47

B48

B49

MB

MB1B

E1

FC4

B50

B51

B52

B53

B2A

FC

FC

10 Ø 32 Ø 10 MM @150 MM C/C 8 L 10 Ø 32

10 Ø 32 10 Ø 32 Ø 10 MM @ 150 MM C/C 8 L

Ø 10 MM @ 150 MM C/C 8 L

Ø 10 MM @ 150 MM C/C 8 L

C10 C12PT BEAM 1 = 1200 X 650

CGS

L

500 400 230130 100

115150 315 430

500

220

3.77.5

9.3 11.2

14.9

19.20.0 1.9 5.613

16.8

Ø 10 MM @ 200 MM C/C 8 L

Ø 10 MM @ 200 MM C/C 8 L

1) ALL DIMENSION ARE IN MM

2) CONCRETE CLEAR COVER FOR BEAM:

TOP: 40mm TO THE NEAREST REINFT.

BTM: 40mm TO THE NEAREST REINFT.

CONCRETE CLEAR COVER FOR SLAB:

TOP: 25MM TO THE NEAREST REINFT.

BTM: 25MM TO THE NEAREST REINFT.

3)ONE NUMBER OF TENDON WILL BE TENSIONED AT 140KN.

4)TENDON SPECIFICATION

· . OF STRANDS = 12.7MM,7ply,LRPS

· AREA = 99MM2

· UTS VALUE = 1860/MM2

MADE AS PER IS 14268

5) GRADE OF STEEL = Fe415, GRADE OF CONCRETE =M40

6) ALL LAPPING LENGTH SHALL BE FOLLOWED AS PER THE CONSULTANT

DWGAND LAPS SHOULD BE KEPT STAGGERED.

7) 50% PROPS SHALL BE RETAINED AT LOWER LEVEL SLAB WHILE

CASTING OF THE CURRENT SLAB

8) THIS PROPS MUST BE RETAINED TILL STRESSING OF ALL CABLES AT

CURRENT LEVEL

9) MINIMUM STRENGTH OF CONCRETE REQUIRED BEFORE STRESSING =

25N/MM2

10) AS PER SITE SITUATION DEAD END AND LIVE END CAN BE CHANGED

11) LOAD CONSIDERED:

A) DEAD LOAD = 2KN/M2

B) LIVE LOAD = 5KN/M2

C) FC COLUMN LOAD = 250KN

D) SELF WEIGHT AS PER ACTUAL