tender drawing adc-123-100a-r00 · 3. earthquake zone considered is zone iii for mumbai region. 1)...
TRANSCRIPT
PROJECT STAGE :
TENDER DRAWING
ADC-123-100A-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. DESCRIPTION
MAHARASHTRA STATE POLICE HOUSING &
WELFARE CORPORATION LTD
ADC-123
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.
1) PILE INTEGRITY TEST MUST BE CARRIED OUT FOR EACH PILE
2) RESULTS SHOULD BE SUBMITTED TO THE CONSULTANT
4) PILE LOAD TEST OR DYNAMIC TEST SHOULD BE CARRIED OUT IF SUGGESTED BY THE CONSULTANT
ADC-12330.06.15
30.06.2015
ISSUED FOR TENDER TPS USJ USJ
TPS USJ
PROJECT STAGE :
TENDER DRAWING
ADC-123-100B-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. DESCRIPTION
MAHARASHTRA STATE POLICE HOUSING &
WELFARE CORPORATION LTD
ADC-123
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.
1) PILE INTEGRITY TEST MUST BE CARRIED OUT FOR EACH PILE
2) RESULTS SHOULD BE SUBMITTED TO THE CONSULTANT
4) PILE LOAD TEST OR DYNAMIC TEST SHOULD BE CARRIED OUT IF SUGGESTED BY THE CONSULTANT
ADC-12330.06.15
30.06.2015
ISSUED FOR TENDER TPS USJ USJ
TPS USJ
PROJECT STAGE :
TENDER DRAWING
ADC-123-100C-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. DESCRIPTION
MAHARASHTRA STATE POLICE HOUSING &
WELFARE CORPORATION LTD
ADC-123
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.
1) PILE INTEGRITY TEST MUST BE CARRIED OUT FOR EACH PILE
2) RESULTS SHOULD BE SUBMITTED TO THE CONSULTANT
4) PILE LOAD TEST OR DYNAMIC TEST SHOULD BE CARRIED OUT IF SUGGESTED BY THE CONSULTANT
ADC-12330.06.15
30.06.2015
ISSUED FOR TENDER TPS USJ USJ
TPS USJ
PROJECT STAGE :
TENDER DRAWING
ADC-123-100D-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. DESCRIPTION
MAHARASHTRA STATE POLICE HOUSING &
WELFARE CORPORATION LTD
ADC-123
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.
1) PILE INTEGRITY TEST MUST BE CARRIED OUT FOR EACH PILE
2) RESULTS SHOULD BE SUBMITTED TO THE CONSULTANT
4) PILE LOAD TEST OR DYNAMIC TEST SHOULD BE CARRIED OUT IF SUGGESTED BY THE CONSULTANT
ADC-12330.06.15
30.06.2015
ISSUED FOR TENDER TPS USJ USJ
TPS USJ
PROJECT STAGE :
TENDER DRAWING
ADC-123-100E-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. DESCRIPTION
MAHARASHTRA STATE POLICE HOUSING &
WELFARE CORPORATION LTD
ADC-123
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.
1) PILE INTEGRITY TEST MUST BE CARRIED OUT FOR EACH PILE
2) RESULTS SHOULD BE SUBMITTED TO THE CONSULTANT
4) PILE LOAD TEST OR DYNAMIC TEST SHOULD BE CARRIED OUT IF SUGGESTED BY THE CONSULTANT
ADC-12330.06.15
30.06.2015
ISSUED FOR TENDER TPS USJ USJ
TPS USJ
PROJECT STAGE :
TENDER DRAWING
ADC-123-100F-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. DESCRIPTION
MAHARASHTRA STATE POLICE HOUSING &
WELFARE CORPORATION LTD
ADC-123
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.
1) PILE INTEGRITY TEST MUST BE CARRIED OUT FOR EACH PILE
2) RESULTS SHOULD BE SUBMITTED TO THE CONSULTANT
4) PILE LOAD TEST OR DYNAMIC TEST SHOULD BE CARRIED OUT IF SUGGESTED BY THE CONSULTANT
ADC-12330.06.15
30.06.2015
ISSUED FOR TENDER TPS USJ USJ
TPS USJ
PROJECT STAGE :
TENDER DRAWING
-100-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. 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.
1) PILE INTEGRITY TEST MUST BE CARRIED OUT FOR EACH PILE
2) RESULTS SHOULD BE SUBMITTED TO THE CONSULTANT
4) PILE LOAD TEST OR DYNAMIC TEST SHOULD BE CARRIED OUT IF SUGGESTED BY THE CONSULTANT
ADC-12330.06.15
30.06.2015
ISSUED FOR TENDER TPS USJ USJ
TPS USJ
C13AA
B
B
C19
C24
C21
C25
C20
C C
C20
C27
D D
PROJECT STAGE :
TENDER DRAWING
ADC-123-101A-R00
STRUCTURAL CONSULTANT
CLIENT:
JOB NO. SCALE DATE DWN.BY CHK.BY
AS SHOWN
@A1
DRAWING TITLE :
R.C.C DETAILS OF FOOTING & PILE CAPS
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
REFERENCE DRAWINGS
DRG.NO. DRAWING TITLE
MAHARASHTRA STATE POLICE HOUSING &
WELFARE CORPORATION LTD
R.C.C DETAILS OF O.H. TANK (SHEET 2
2)ASC-1983-119-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,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.
TPS USJ USJ30-07-15ISSUED FOR TENDER
BASEMENT
TO
GROUND
SIZE
STEEL
GROUND
TO
1ST FLOOR
SIZE
STEEL
3RD FLOOR
TO
4TH FLOOR
SIZE
STEEL
SIZE
STEEL
M40
M40
M40
M40
FOOTING SCHEDULE
COLUMNS MARKED
FOOTING
150 THK
SIZE
D
LONG BAR
SHORT BAR
M4
0
C22, *C24C10, C12 C13, C14, C26 C15
C16, C17, C18,
C9C2A, C4A C6A, C7B
650 X 650
22-T20
650 X 650
22-T20
650 X 650
10-T20 + 10-T16
650 X 650
12-T20 + 6-T16
350 X 900
12-T20 + 6-T16
350 X 900
12-T20 + 6-T16
350 X 900
8-T20 + 12-T16
350 X 900
4-T20 + 12-T16
300 X 1900
24-T16
300 X 1900
24-T16
300 X 1900
24-T16
300 X 1900
12-T16 + 12-T16
300 X 4130
24-T25 + 20-T20 + 12-T16
300 X 4130
24-T25 + 20-T20 + 12-T16
300 X 4130
24-T20 + 20-T16 + 12-T16
300 X 4130
24-T16 + 20-T16 + 12-T12
650 X 2200
46-T20
650 X 2200
46-T20
650 X 2200
46-T20
650 X 2200
34-T20
650 X 650
22-T20
650 X 650
22-T20
650 X 650
8-T25 + 14-T20
650 X 650
8-T25 + 14-T20
350 X 600
230 X 600
4-T25 + 6-T20
650 X 650
12-T32+8-T25
650 X 650
650 X 650
22-T20
650 X 650
22-T20
650 X 650
22-T20
750 X 1650
6-T25+32-T20
750 X 1650 650 X 650
22-T20
650 X 650
22-T20
650 X 650
8-T25 + 12-T20
650 X 650
8-T32 + 12-T25
650 X 650
22-T25
650 X 650
22-T25
650 X 650
22-T25
650 X 650
12-T25 + 8-T20
C23C11 C19 C20 C21
300 X 2200
26-T16
300 X 2200
26-T16
300 X 2200
12-T16 + 12-T12
C25
300 X 2200
26-T16
SIZE
STEEL
1ST FLOOR
TO
2ND FLOOR
650 X 650
22-T20
300 X 1900
24-T16
300 X 4130
24-T20 + 20-T20 + 12-T16
650 X 2200
46-T20
650 X 650
22-T25
300 X 2200
26-T16
350 X 900
8-T20 + 12-T16
650 X 650
22-T20
650 X 650
22-T20
650 X 650
8-T25 + 12-T20
650 X 650
2ND FLOOR
TO
3RD FLOOR
SIZE
STEEL
650 X 650
10-T20 + 10-T16
350 X 900
4-T20 + 12-T16
300 X 1900
24-T16
300 X 4130
24-T20+ 20-T16+ 12-T12
650 X 2200
46-T20
650 X 650
8-T25 + 14-T20
650 X 650
8-T25 + 12-T20
650 X 650
12-T25 + 8-T20
300 X 2200
26-T16
4TH FLOOR
TO
5TH FLOOR
5TH FLOOR
TO
6TH FLOOR
SIZE
STEEL
M40
6TH FLOOR
TO
TERRACE
SIZE
STEEL
M40
650 X 650
12-T20 + 6-T16
350 X 900
12-T20 + 4-T16
300 X 1900
8-T16 + 16-T12
300 X 4130
24-T16 + 20-T12 + 12-T12
650 X 2200
34-T20
650 X 650
22-T25
650 X 650
8-T32 + 12-T25
650 X 650
12-T25 + 8-T20
300 X 2200
12-T16 + 12-T12
650 X 650
12-T20 + 6-T16
350 X 900 300 X 1900
8-T16 + 16-T12
300 X 4130
24-T16 + 20-T12 + 12-T12
650 X 2200
34-T20
650 X 650
22-T25
650 X 650
8-T32 + 12-T25
650 X 650
12-T25 + 8-T20
300 X 2200
12-T16 + 12-T12
M40
M40
650 Ø
18-T32
C1,C2,C3,C4,
C5,C6,C7,C7A
650 Ø
650 Ø
18-T32
18-T32
PROJECT STAGE :
TENDER DRAWING
ADC-123-101-R02
STRUCTURAL CONSULTANT
CLIENT:
JOB NO. SCALE DATE DWN.BY CHK.BY
DRAWING TITLE :
R.C.C DETAILS OF COLUMN , FOOTING ,PILE,PILECAPS
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. DESCRIPTION
REFERENCE DRAWINGS
DRG.NO. DRAWING TITLE
MAHARASHTRA STATE POLICE HOUSING &
WELFARE CORPORATION LTD
R.C.C DETAILS OF COLUMN , FOOTING ,PILE,PILECAPS
(SHEET 1
2)
ASC-1983-101-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
FC1,3
650 X 650
8-T25 + 10-T20
650 X 650
8-T25 + 10-T20
650 X 650
8-T25 + 10-T20
650 X 650
8-T25 + 10-T20
FC2
650 X 650
8-T32 + 12-T25
650 X 650
8-T32 + 12-T25
650 X 650
8-T32 + 12-T25
650 X 650
8-T32 + 12-T25
650 Ø
15-T32
FC4,5
650 Ø
15-T32
650 Ø
15-T32
650 Ø
15-T32
6-T25+32-T20
650 X 650
12-T20 + 4-T16
4-T25 + 6-T20
C11
C10 C12
C13
C19
C22
C14
C26C23 C24
C15
C21
C25
C20
C16 C17 C18
C2A C4A
C6A
C8 C9
C7B
C18A
DN.
304'
-10"
EXISTING BLDG.
3200 x 3200
2900 x 2900
950
T16@100c/c
T16@100c/c
3800 x 3200
950
T16@100c/c
T16@100c/c
2800 x 2200
2500 x 1900
600
T12@100c/c
T12@100c/c
4100 x 3500 3100 x 3100
2800 x 2800
900
T16@100c/c
T16@100c/c
R
E
F
E
R
D
E
T
A
I
L
S
2700 x 2700
2400 x 2400
750
T16@125c/c
T16@125c/c
1500 x 1200
450
T10@150c/c
T10@150c/c
2200 x 2200
2000 x 2000
650
T16@125c/c
T16@125c/c
3200 x 3200
2900 x 2900
950
T16@100c/c
T16@100c/c
C
O
M
B
I
N
E
D
F
O
O
T
I
N
G
REMARKS
*COMBINED
FOOTING
1) PILE INTEGRITY TEST MUST BE CARRIED OUT FOR EACH PILE
2) RESULTS SHOULD BE SUBMITTED TO THE CONSULTANT
3) SAME SHOULD BE APPROVED BEFORE CASTING THE PILE CAPS
4) PILE LOAD TEST OR DYNAMIC TEST SHOULD BE CARRIED OUT IF SUGGESTED BY THE CONSULTANT
9) CONCRETING SHALL BE DONE BY TREMIE PIPE.
8) C.G. OF PILES SHALL COINCIDE WITH C.G. OF COLUMNS.
7) ALL PILES ARE BORED CAST IN SITU CONCRETE PILES.
6) FOLLOW ARCHITECTURAL LAYOUT FOR COLUMN CENTER LINE DIMENSIONS.
10) MINIMUM SLUMP FOR CONCRETE TO BE 125mm.
11) CLEAR COVER FOR PILE AND PILECAP REINFORCEMENT TO BE 50mm.
12) MINIMUM 15 MINUTES FLUSHING TO BE DONE TO CLEAN THE BOTTOM PRIOR TO LOWERING THE TREMIE.
13) BENTONITE SLURRY TO BE USED TO STABILIZE BORE HOLES IF REQUIRED.
14) FOR CHISELLING RATE AND ROCK INDENTIFICATION PLEASE REFER TO GEOTECH REPORT.
15) PILE CAPS FOR LIFT SHAFT TO BE CAST AT A DEPTH AS SPECIFIED BY THE LIFT MANUFACTURER
16) PILE ECCENTRICITY RECORD (IF ANY) SHALL BE MADE AVAILABLE.TO THE STRUCTURAL
CONSULTANTS BEFORE CONSTRUCTION OF PILE CAPS.
17) PILE REINFORCEMENT TO BE EXTENDED IN TO PILE CAP FOR Ld = 50XD
5) CAST ALL THE MICRO PILES WITH PITHA SAND HAVING PROPORTION 1:1 U.G.TANK U.G.TANK
1800 x 1500
C18A,C23A
C
O
M
B
I
N
E
D
F
O
O
T
I
N
G
C
O
M
B
I
N
E
D
F
O
O
T
I
N
G
C
O
M
B
I
N
E
D
F
O
O
T
I
N
G
SHORT BAR
LONG BAR
TOP BARS
BOTT BARS
T10@200c/c
T10@200c/c
T10@200c/c
T10@200c/c
T10@200c/c
T10@200c/c
T10@200c/c
T10@200c/c
T10@200c/c
T10@200c/c
T10@200c/c
T10@200c/c
T10@200c/c
T10@200c/c
T10@200c/c
T10@200c/c
DESIGN LIVE LOAD:-
S.B.C.:-
(UNLESS SPECIFIED)
GRADE OF CONCRETE:-
GRADE OF STEEL:-
ENVIRONMENTAL
EXPOSURE CONDITION:-
- Fe500
- MODERATE
- 400kg/m2
- M:40
- 80 T/M2
C18A
C23A
C8
650 X 650
22-T20
650 X 650
22-T20
650 X 650
22-T20
650 X 650
22-T20
650 X 650
22-T20
R
E
F
E
R
D
E
T
A
I
L
S
R
E
F
E
R
D
E
T
A
I
L
S
MSP. RRV.
C10AC11A
750 X 750
12-T20+10-T16
C10A,C11A
2050 x 2050
1750 x 1750
600
T12@100c/c
T12@100c/c
T10@200c/c
T10@200c/c
12-T32+8-T25
12-T32+8-T25
12-T32+8-T25
BASEMENT
TO
GROUND
SIZE
STEEL
GROUND
TO
1ST FLOOR
SIZE
STEEL
3RD FLOOR
TO
4TH FLOOR
SIZE
STEEL
SIZE
STEEL
M40
M40
M40
M40
FOOTING SCHEDULE
COLUMNS MARKED
FOOTING
150 THK
SIZE
D
LONG BAR
SHORT BAR
M4
0
C27
400 X 900
12-T25
SIZE
STEEL
1ST FLOOR
TO
2ND FLOOR
2ND FLOOR
TO
3RD FLOOR
SIZE
STEEL
4TH FLOOR
TO
5TH FLOOR
5TH FLOOR
TO
6TH FLOOR
SIZE
STEEL
M40
6TH FLOOR
TO
TERRACE
SIZE
STEEL
M40
M40
M40
REMARKS
SHORT BAR
LONG BAR
TOP BARS
BOTT BARS
R
E
F
E
R
D
E
T
A
I
L
S
C27
400 X 900
12-T25
400 X 900
12-T25
400 X 900
12-T25
400 X 900
12-T25
FC4A,5A
650 Ø
15-T25
650 Ø
15-T25
650 Ø
15-T25
AS SHOWN
@A1
ADC-123 30.06.15 TPS USJ
R00. 30.06.2015ISSUED FOR TENDER TPS
MSP. RRV.R01. COLUMN C8 SHIFTED TPS07.07.2015
MSP. RRV.R02. COLUMN C27, C11A, C10A ADDED TPS30.07.2015
PROJECT STAGE :
TENDER DRAWING
ADC-123-102-R03
STRUCTURAL CONSULTANT
CLIENT:
JOB NO. SCALE DATE DWN.BY CHK.BY
AS SHOWN
@A1
DRAWING TITLE :
R.C.C DETAILS OF U.G.TANK - 1
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 U.G.TANK(SHEET
1
2
)
ADC-123-102-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
30.06.2015
ISSUED FOR TENDER TPS USJ USJ
NOTES:
1. FOR SIZE & LOCATION OF MEP SLEEVES & CUTOUTS ,
REFER MEP DWG.
R01.10.07.2015
UG TANK SIZE REVISED TPS USJ USJ
C19
C22
C23 C24
C15
C21
C25
C20
C19
C22
C23 C24
C15
C21
C25
C20
B B
A
A
-
-
C16 C17 C18
C23A
C16
C17
C18
C23A
B B
A
A
DN
D6
BEAM SCHEDULE (M40:Fe500) (LEVEL: GROUND)
REMARKSSHEAR
STRAIGHT EXTRA
LEFT SUPP
EXTRA
RIGHT SUPP
TOP REINFORCEMENT
STRAIGHT CURTAILED
BOTTOM REINFORCEMENT
D B
SIZE
NUMBERS
BEAM
TB1 230900
3-T20
2-T16-
2L-T8@150
STIRRUPS
(DELETED BEAM B4)
- -
FC1
FC2
(+) 0.3M
(-) 1.725M
TB2 2301175
3-T20
3-T16-
2L-T8@150
- -
-
R02.07.08.2015
TOP SLAB RAISED TPS USJ USJ
R03.28.08.2015
SUMP REMOVED TPS USJ USJ
PROJECT STAGE :
TENDER DRAWING
ADC-123-103-R03
STRUCTURAL CONSULTANT
CLIENT:
JOB NO. SCALE DATE DWN.BY CHK.BY
AS SHOWN
@A1
DRAWING TITLE :
R.C.C DETAILS OF U.G.TANK - 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 U.G.TANK (SHEET
2
2
)
ADC-123-103-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
30.06.2015
ISSUED FOR TENDER TPS USJ USJ
R01.10.07.2015
UG TANK SIZE REVISED TPS USJ USJ
C20
(-) 2.700M
(+) 0.225M
(-) 1.725M
(-) 1.725M
(+) 0.3M
(+) 0.750M
R02.07.08.2015
TOP SLAB RAISED TPS USJ USJ
R03.28.08.2015
SUMP REMOVED TPS USJ USJ