CSIDETAIL

SCHEMATIC DESIGN DRAWINGS

_____________________

THESE DRAWINGS HAVE BEEN AUTOMATICALLY GENERATED FROM INFORMATION THAT IS BASED ONLY ON
CALCULATED STRENGTH REQUIREMENTS. THE DRAWING SHEETS ARE A REPRESENTATION OF THE DESIGN OUTPUT
IN A SCHEMATIC FORM AND ARE NOT FOR CONSTRUCTION. ALL DETAILS SHOULD BE REVIEWED FOR COMPLIANCE
WITH LOCAL DETAILING CODES AND OTHER REQUIREMENTS.

THE INFORMATION ON THESE DRAWINGS MUST BE CHECKED BY A QUALIFIED AND EXPERIENCED ENGINEER. THE
ENGINEER MUST INDEPENDENTLY VERIFY THE RESULTS AND TAKE PROFESSIONAL RESPONSIBILITY FOR THE
FINAL INFORMATION THAT IS PRESENTED.

CONSIDERABLE TIME, EFFORT AND EXPENSE HAVE GONE INTO THE DEVELOPMENT AND TESTING OF THIS
SOFTWARE. HOWEVER, THE USER ACCEPTS AND UNDERSTANDS THAT NO WARRANTY IS EXPRESSED OR IMPLIED BY
THE DEVELOPERS OR THE DISTRIBUTORS ON THE ACCURACY OR THE RELIABILITY OF THIS PRODUCT.
 LIST OF DRAWINGS

SHEET NO. SHEET TITLE

S-00 COVER SHEET

S-01 LIST OF DRAWINGS

S-02 STANDARD DETAILS

S-03 SLAB FRAMING PLANS (1 OF 3)

S-04 SLAB FRAMING PLANS (2 OF 3)

S-05 SLAB FRAMING PLANS (3 OF 3)

S-06 SLAB SECTIONS (1 OF 2)

S-07 SLAB SECTIONS (2 OF 2)

S-08 CONCRETE BEAM SCHEDULES AND TABLES

S-09 CONCRETE BEAM ELEVATIONS AND SECTIONS (1 OF 3)

S-10 CONCRETE BEAM ELEVATIONS AND SECTIONS (2 OF 3)

S-11 CONCRETE BEAM ELEVATIONS AND SECTIONS (3 OF 3)

S-12 CONCRETE COLUMN FRAMING PLANS

S-13 CONCRETE COLUMN SCHEDULES AND TABLES

S-14 CONCRETE COLUMN ELEVATIONS AND SECTIONS

NO DESCRIPTION DATE

0 NEW DRAWING GENERATED 24/11/2023

DRAWING

LIST OF DRAWINGS

STRUCTURE

DETAILING OF SLABS AND BEAMS

PROJECT

CSIDETAIL

CLIENT

CSIDETAIL USER

CONSULTANT

COMPUTER AND STRUCTURES INC

PROJECT NUMBER DETAILING-01

DATE

DESIGNED BY NA

CHECKED BY AH

S-01
SCALE
 Ln1 Ln2 LnN

BEAM HEIGHT BEAM HEIGHT BEAM HEIGHT

L1 L2 L1 L2 L1 L2
B A D C D C A B

Width

d
h

h
G F E H E E H E F G
TYPICAL LAP TYPICAL LAP TYPICAL LAP
(SEE NOTE 5) (SEE NOTE 5) (SEE NOTE 5)

ZONE A ZONE B ZONE C ZONE B ZONE A ZONE A ZONE B ZONE C ZONE B ZONE A ZONE A ZONE B ZONE C ZONE B ZONE A

Depth
NOTES:
1. SEE BEAM SCHEDULE FOR STIRRUP TYPE AND SPACING.
2. ZONE A LENGTH SHALL BE TWICE THE BEAM DEPTH, d.
3. THE FIRST STIRRUP IN ZONE A SHALL BE LOCATED 50mm MAXIMUM FROM THE FACE OF THE SUPPORT.
4. LAP SPLICES SHALL NOT BE LOCATED WITHIN THE BEAM/COLUMN JOINT, NOR WITHIN A DISTANCE OF 2H.
5. LAP SPLICE LENGTH SHALL NOT BE LESS THAN 300mm.

Typical Concrete Beam Elevation (Seismic) - MS Beam Section-A (Seismic)

TIES ZONE ATIES ZONE C

90 DEG HOOK
LARGER DIM OF COL
MAX OF H3/6 OR
(450 mm MIN)

(TIES NOT SPECIFIED IN SCHEDULE)

VERTICAL COLUMN
REINFORCEMENT
TYPICAL LAP
TIES ZONE B
H3

LARGER DIM OF COL

MAX OF H3/6 OR
(450 mm MIN)
TIES ZONE ATIES ZONE CTIES ZONE A

NO DESCRIPTION DATE

0 NEW DRAWING GENERATED 24/11/2023

LARGER DIM OF COL
MAX OF H2/6 OR
(450 mm MIN)

(TIES NOT SPECIFIED IN SCHEDULE)

VERTICAL COLUMN
REINFORCEMENT
TYPICAL LAP
TIES ZONE B
H2

DRAWING

STANDARD DETAILS
LARGER DIM OF COL
MAX OF H2/6 OR
(450 mm MIN)
TIES ZONE ATIES ZONE CTIES ZONE A

STRUCTURE

DETAILING OF SLABS AND BEAMS

LARGER DIM OF COL
MAX OF H1/6 OR
(450 mm MIN)

PROJECT

CSIDETAIL
(TIES NOT SPECIFIED IN SCHEDULE)

VERTICAL COLUMN
REINFORCEMENT

CLIENT
TYPICAL LAP
TIES ZONE B
H1

CSIDETAIL USER

CONSULTANT
LARGER DIM OF COL
MAX OF H1/6 OR
(450 mm MIN)
TIES ZONE A

COMPUTER AND STRUCTURES INC

PROJECT NUMBER DETAILING-01

DATE

DESIGNED BY NA

CHECKED BY AH
Concrete Column Typical Elevation (Seismic) Column Section-A

S-02
SCALE
 B
A B C D

15000 mm

6000 mm 3000 mm 6000 mm

2CB1S1 2CB1S2 2CB1S3

4

6000 mm

2CB1S3

2CB2S3

2CB2S3

2CB1S3
A

2CB2S1 2CB2S2 2CB2S3

3
15000 mm

3000 mm

2CB1S2

2CB2S2

2CB2S2

2CB1S2
NO DESCRIPTION DATE

0 NEW DRAWING GENERATED 24/11/2023

2CB2S1 2CB2S2 2CB2S3

2

6000 mm

DRAWING
2CB1S1

2CB2S1

2CB2S1

2CB1S1

SLAB FRAMING PLANS (1 OF 3)

STRUCTURE

DETAILING OF SLABS AND BEAMS

2CB1S1 2CB1S2 2CB1S3
1

PROJECT

CSIDETAIL

CLIENT

CSIDETAIL USER
Floor Framing Plan - Story2 (EL. 6000 mm)
(Scale = 1:50)

CONSULTANT

COMPUTER AND STRUCTURES INC

PROJECT NUMBER DETAILING-01

DATE

DESIGNED BY NA

CHECKED BY AH

S-03
SCALE
 B
A B C D

15000 mm

6000 mm 3000 mm 6000 mm

1CB1S1 1CB1S2 1CB1S3

4

6000 mm

1CB1S3

1CB2S3

1CB2S3

1CB1S3
A

1CB2S1 1CB2S2 1CB2S3

3
15000 mm

3000 mm

1CB1S2

1CB2S2

1CB2S2

1CB1S2
NO DESCRIPTION DATE

0 NEW DRAWING GENERATED 24/11/2023

1CB2S1 1CB2S2 1CB2S3

2

6000 mm

DRAWING
1CB1S1

1CB2S1

1CB2S1

1CB1S1

SLAB FRAMING PLANS (2 OF 3)

STRUCTURE

DETAILING OF SLABS AND BEAMS

1CB1S1 1CB1S2 1CB1S3
1

PROJECT

CSIDETAIL

CLIENT

CSIDETAIL USER
Floor Framing Plan - Story1 (EL. 3000 mm)
(Scale = 1:50)

CONSULTANT

COMPUTER AND STRUCTURES INC

PROJECT NUMBER DETAILING-01

DATE

DESIGNED BY NA

CHECKED BY AH

S-04
SCALE
 A B C D

15000 mm

6000 mm 3000 mm 6000 mm

4

6000 mm
3
15000 mm

3000 mm
2

NO DESCRIPTION DATE

0 NEW DRAWING GENERATED 24/11/2023

6000 mm

DRAWING

SLAB FRAMING PLANS (3 OF 3)

STRUCTURE
1

DETAILING OF SLABS AND BEAMS

PROJECT

CSIDETAIL
Floor Framing Plan - Base (EL. 0 mm)
(Scale = 1:50)
CLIENT

CSIDETAIL USER

CONSULTANT

COMPUTER AND STRUCTURES INC

PROJECT NUMBER DETAILING-01

DATE

DESIGNED BY NA

CHECKED BY AH

S-05
SCALE
 A B C D

15000 mm
6000 mm 3000 mm 6000 mm

(EL. 6000 mm)

200 mm

Section A - Story2
(Scale = 1:25)

1 2 3 4
15000 mm
6000 mm 3000 mm 6000 mm

(EL. 6000 mm)

200 mm

NO DESCRIPTION DATE

0 NEW DRAWING GENERATED 24/11/2023

Section B - Story2
(Scale = 1:40)

A B C D

15000 mm
6000 mm 3000 mm 6000 mm

DRAWING

SLAB SECTIONS (1 OF 2)

STRUCTURE
(EL. 3000 mm)
200 mm

DETAILING OF SLABS AND BEAMS

PROJECT

CSIDETAIL

CLIENT

Section A - Story1
(Scale = 1:25)
CSIDETAIL USER

CONSULTANT

COMPUTER AND STRUCTURES INC

PROJECT NUMBER DETAILING-01

DATE

DESIGNED BY NA

CHECKED BY AH

S-06
SCALE
 1 2 3 4
15000 mm
6000 mm 3000 mm 6000 mm

(EL. 3000 mm)

200 mm

Section B - Story1
(Scale = 1:40)

NO DESCRIPTION DATE

0 NEW DRAWING GENERATED 24/11/2023

DRAWING

SLAB SECTIONS (2 OF 2)

STRUCTURE

DETAILING OF SLABS AND BEAMS

PROJECT

CSIDETAIL

CLIENT

CSIDETAIL USER

CONSULTANT

COMPUTER AND STRUCTURES INC

PROJECT NUMBER DETAILING-01

DATE

DESIGNED BY NA

CHECKED BY AH

S-07
SCALE
 CONCRETE BEAM REBAR TABLE (SEISMIC)
SPAN SECTION SIZE LONGITUDINAL BARS STIRRUPS
TYPICAL
BEAM ID SPAN NO. LENGTH, L1 (MM) L2 (MM) (ZONE A AND ZONE B ARE SIMILAR TO ZONE C, UNLESS OTHERWISE INDIC
WIDTH DEPTH ELEVATIONS
LC (MM) A B C D E F G H ZONE A ZONE B ZONE C
(MM) (MM)
10-10 @ 100 MM TYPE 17-10 @ 200 MM TYPE
2-20 3-20 3-20
1 5600 250 450 2-14 - - - - 1400 - A - A ELEVATION 3S
(748) (723) (748)
(0.5) (0.3)
25-10 @ 100 MM TYPE
2-20 3-20
2CB1 2 2600 250 450 - - 2-20 - - - - 650 A - - ELEVATION 3S
(929) (723)
(0.3)
10-10 @ 100 MM TYPE 17-10 @ 200 MM TYPE
2-20 2-20 3-20
3 5600 250 450 2-14 2-20 - - - 1400 1400 A - A ELEVATION 3S
(748) (929) (748)
(0.5) (0.3)
10-10 @ 100 MM TYPE 17-10 @ 200 MM TYPE
2-20 3-20 3-20
1 5600 250 450 2-14 - - - - 1400 - A - A ELEVATION 3S
(890) (852) (884)
(0.5) (0.3)
25-10 @ 100 MM TYPE
2-20 3-20
2CB2 2 2600 250 450 - - 2-20 - - - - 650 A - - ELEVATION 3S
(1,097) (852)
(0.3)
10-10 @ 100 MM TYPE 17-10 @ 200 MM TYPE
2-20 2-20 3-20
3 5600 250 450 2-14 2-20 - - - 1400 1400 A - A ELEVATION 3S
(890) (1,097) (884)
(0.5) (0.3)
10-10 @ 100 MM TYPE 17-10 @ 200 MM TYPE
2-20 3-20 3-20
1 5600 250 450 2-14 - - - - 1400 - A - A ELEVATION 3S
(913) (661) (668)
(0.5) (0.3)
25-10 @ 100 MM TYPE
2-20 3-20
1CB1 2 2600 250 450 - - 2-20 - - - - 650 A - - ELEVATION 3S
(965) (661)
(0.3)
10-10 @ 100 MM TYPE 17-10 @ 200 MM TYPE
2-20 2-20 3-20
3 5600 250 450 2-14 2-20 - - - 1400 1400 A - A ELEVATION 3S
(913) (965) (668)
(0.5) (0.3)
10-10 @ 100 MM TYPE 17-10 @ 200 MM TYPE
2-20 3-20 3-20
1 5600 250 450 2-18 - - - - 1400 - A - A ELEVATION 3S
(1,077) (774) (787)
(0.5) (0.3)
25-10 @ 100 MM TYPE
4-20 3-20
1CB2 2 2600 250 450 - - - - - - - 650 A - - ELEVATION 3S
(1,142) (774)
(0.3)
10-10 @ 100 MM TYPE 17-10 @ 200 MM TYPE
2-20 4-20 3-20
3 5600 250 450 2-18 - - - - 1400 1400 A - A ELEVATION 3S
(1,077) (1,142) (787)
(0.5) (0.3)

NO DESCRIPTION DATE

0 NEW DRAWING GENERATED 24/11/2023

DRAWING

CONCRETE BEAM SCHEDULES AND

TABLES

STRUCTURE

DETAILING OF SLABS AND BEAMS

PROJECT

CSIDETAIL

CLIENT

CSIDETAIL USER

CONSULTANT

COMPUTER AND STRUCTURES INC

PROJECT NUMBER DETAILING-01

DATE

DESIGNED BY NA

CHECKED BY AH

S-08
SCALE
 A

1 2 3 4
15000 mm
6000 mm 3000 mm 6000 mm 2-20A+2-14B
(EL. 6000 mm)
A

C
400 mm 400 mm 375 mm

450 mm
1525 mm 1675 mm 1300 mm 1800 mm 1400 mm
375 mm 400 mm 400 mm
1400 mm 1800 mm 1300 mm 1675 mm 1525 mm 10@105 mm
2-20A+2-14B 2-20C+2-20D 2-20C+2-20D 2-20A+2-14B
(EL. 6000 mm)
200 mm

10@105 mm 10@210 mm 10@105 mm 10@105 mm 10@105 mm 10@210 mm 10@105 mm

3-20F
3-20F+3-20E 3-20E 3-20F
250 mm
375 mm 375 mm
2400 mm 2400 mm 2100 mm 2400 mm
1700 mm 3600 mm

2CB1:Elevation 2CB1:Section A
(Scale = 1:40) (Scale = 1:15)

A A

2-20C+2-20D 2-20C+2-20D
(EL. 6000 mm) (EL. 6000 mm)
450 mm

450 mm

10@105 mm 10@105 mm
NO DESCRIPTION DATE

0 NEW DRAWING GENERATED 24/11/2023

3-20E 3-20E
250 mm 250 mm

2CB1:Section B 2CB1:Section C
(Scale = 1:15) (Scale = 1:15)
DRAWING

B CONCRETE BEAM ELEVATIONS AND

SECTIONS (1 OF 3)

STRUCTURE

1 2 3 4 DETAILING OF SLABS AND BEAMS

15000 mm
6000 mm 3000 mm 6000 mm 2-20A+2-14B
(EL. 6000 mm) PROJECT
A

400 mm 400 mm 375 mm

450 mm
375 mm
1400 mm 1800 mm
1525 mm 1675 mm 1300 mm
400 mm
1300 mm
400 mm
1675 mm 1525 mm
1800 mm 1400 mm
10@105 mm
CSIDETAIL
2-20A+2-14B 2-20C+2-20D 2-20C+2-20D 2-20A+2-14B
(EL. 6000 mm)
200 mm

10@105 mm 10@210 mm 10@105 mm 10@105 mm 10@105 mm 10@210 mm 10@105 mm CLIENT

3-20F
3-20F+3-20E 3-20E 3-20F
250 mm
375 mm 375 mm
2400 mm 2400 mm 2100 mm
1700 mm
2400 mm
3600 mm
CSIDETAIL USER

CONSULTANT

COMPUTER AND STRUCTURES INC

2CB2:Elevation 2CB2:Section A
(Scale = 1:40) (Scale = 1:15)
PROJECT NUMBER DETAILING-01

DATE

DESIGNED BY NA

CHECKED BY AH

S-09
SCALE
 B B

2-20C+2-20D 2-20C+2-20D
(EL. 6000 mm) (EL. 6000 mm)
450 mm

450 mm
10@105 mm 10@105 mm

3-20E 3-20E
250 mm 250 mm

2CB2:Section B 2CB2:Section C
(Scale = 1:15) (Scale = 1:15)

1 2 3 4
15000 mm
6000 mm 3000 mm 6000 mm 2-20A+2-14B
(EL. 3000 mm)
A

C
400 mm 400 mm 375 mm

450 mm
1525 mm 1675 mm 1300 mm 1800 mm 1400 mm
375 mm 400 mm 400 mm
1400 mm 1800 mm 1300 mm 1675 mm 1525 mm 10@105 mm
2-20A+2-14B 2-20C+2-20D 2-20C+2-20D 2-20A+2-14B
(EL. 3000 mm) NO DESCRIPTION DATE
200 mm

10@105 mm 10@210 mm 10@105 mm 10@105 mm 10@105 mm 10@210 mm 10@105 mm

0 NEW DRAWING GENERATED 24/11/2023
3-20F
3-20F+3-20E 3-20E 3-20F
250 mm
375 mm 375 mm
2400 mm 2400 mm 2100 mm 2400 mm
1700 mm 3600 mm

1CB1:Elevation 1CB1:Section A
(Scale = 1:40) (Scale = 1:15)
DRAWING

A A CONCRETE BEAM ELEVATIONS AND

SECTIONS (2 OF 3)

STRUCTURE

DETAILING OF SLABS AND BEAMS

2-20C+2-20D 2-20C+2-20D
(EL. 3000 mm) (EL. 3000 mm) PROJECT
450 mm

450 mm

10@105 mm 10@105 mm
CSIDETAIL

CLIENT
3-20E 3-20E
250 mm 250 mm
CSIDETAIL USER

CONSULTANT

COMPUTER AND STRUCTURES INC

1CB1:Section B 1CB1:Section C
(Scale = 1:15) (Scale = 1:15)
PROJECT NUMBER DETAILING-01

DATE

DESIGNED BY NA

CHECKED BY AH

S-10
SCALE
 B

1 2 3 4
15000 mm
6000 mm 3000 mm 6000 mm 2-20A+2-18B
(EL. 3000 mm)
A

C
400 mm 375 mm

450 mm
3200 mm 1700 mm 1800 mm 1400 mm
375 mm 400 mm
1400 mm 1800 mm 1700 mm 3200 mm 10@105 mm
2-20A+2-18B 4-20C 4-20C 2-20A+2-18B
(EL. 3000 mm)
200 mm

10@105 mm 10@210 mm 10@105 mm 10@105 mm 10@105 mm 10@210 mm 10@105 mm

3-20F
3-20F+3-20E 3-20E 3-20F
250 mm
375 mm 375 mm
2400 mm 2400 mm 2100 mm 2400 mm
1700 mm 3600 mm

1CB2:Elevation 1CB2:Section A
(Scale = 1:40) (Scale = 1:15)

B B

4-20C 4-20C
(EL. 3000 mm) (EL. 3000 mm)
450 mm

450 mm

10@105 mm 10@105 mm
NO DESCRIPTION DATE

0 NEW DRAWING GENERATED 24/11/2023

3-20E 3-20E
250 mm 250 mm

1CB2:Section B 1CB2:Section C
(Scale = 1:15) (Scale = 1:15)
DRAWING

CONCRETE BEAM ELEVATIONS AND

SECTIONS (3 OF 3)

STRUCTURE

DETAILING OF SLABS AND BEAMS

PROJECT

CSIDETAIL

CLIENT

CSIDETAIL USER

CONSULTANT

COMPUTER AND STRUCTURES INC

PROJECT NUMBER DETAILING-01

DATE

DESIGNED BY NA

CHECKED BY AH

S-11
SCALE
 A B C D

15000 mm

6000 mm 3000 mm 6000 mm

CC1 CC2 CC2 CC1

4

6000 mm

CC2 CC3 CC3 CC2

3
15000 mm

3000 mm

CC2 CC3 CC3 CC2

2

NO DESCRIPTION DATE

0 NEW DRAWING GENERATED 24/11/2023

6000 mm

DRAWING

CONCRETE COLUMN FRAMING PLANS

CC1 CC2 CC2 CC1 STRUCTURE

1

DETAILING OF SLABS AND BEAMS

PROJECT

CSIDETAIL
Concrete Column Layout - Base (EL. 0 mm)
(Scale = 1:50)
CLIENT

CSIDETAIL USER

CONSULTANT

COMPUTER AND STRUCTURES INC

PROJECT NUMBER DETAILING-01

DATE

DESIGNED BY NA

CHECKED BY AH

S-12
SCALE
 Base
Story1
Story2
400 MMX400 MM COLUMN SIZE

A SECTION

REINFORCING
8-20 (2,141.93)
CC1

10@100 MM TIES ZONE-A

10@150 MM TIES ZONE-B

10@150 MM TIES ZONE-C

400 MMX400 MM COLUMN SIZE

A SECTION

REINFORCING
8-18 (1,729.03)
Concrete Column Schedule

CC2

10@100 MM TIES ZONE-A

10@150 MM TIES ZONE-B

10@150 MM TIES ZONE-C

400 MMX400 MM COLUMN SIZE

A SECTION

REINFORCING
8-16 (1,600.00)
CC3

10@100 MM TIES ZONE-A

10@150 MM TIES ZONE-B

10@150 MM TIES ZONE-C

SCALE
DATE
0
NO

CHECKED BY
DESIGNED BY
PROJECT NUMBER
CLIENT

AH
NA
PROJECT
DRAWING

S-13
STRUCTURE
DESCRIPTION

CONSULTANT
CSIDETAIL
NEW DRAWING GENERATED

AND TABLES

CSIDETAIL USER

DETAILING-01
DETAILING OF SLABS AND BEAMS
CONCRETE COLUMN SCHEDULES

COMPUTER AND STRUCTURES INC

DATE

24/11/2023
 STORY2 STORY2
(EL. 6000 MM) (EL. 6000 MM)

10@100 mm10@100 mm

10@100 mm10@100 mm
B
3000 mm

3000 mm
10@150 mm

10@150 mm
10@100 mm10@100 mm 10@100 mm

10@100 mm10@100 mm 10@100 mm

STORY1 STORY1
(EL. 3000 MM) (EL. 3000 MM)

8-20 8-16

A A
3000 mm

3000 mm
10@150 mm

10@150 mm
STORY2
400 mm 400 mm 400 mm 400 mm 400 mm
(EL. 6000 MM)

10@100 mm10@100 mm
2-16 2-20 2-16 2-18 2-16
16 20 16 18 16
400 mm

400 mm

400 mm

400 mm
400 mm

16 16 20 20 16 16 18 18 16 16
10@100 mm

10@100 mm
16 20 16 18 16
2-16 2-20 B 2-16 2-18 2-16
NO DESCRIPTION DATE
3000 mm

CC1:Elevation CC1:Section A CC1:Section B CC2:Section A CC2:Section B CC3:Elevation CC3:Section A 0 NEW DRAWING GENERATED 24/11/2023

10@150 mm
(Scale = 1:25) (Scale = 1:15) (Scale = 1:15) (Scale = 1:15) (Scale = 1:15) (Scale = 1:25) (Scale = 1:15)
10@100 mm10@100 mm 10@100 mm

STORY1
(EL. 3000 MM)
DRAWING

8-18
CONCRETE COLUMN ELEVATIONS
AND SECTIONS

STRUCTURE

DETAILING OF SLABS AND BEAMS

3000 mm

10@150 mm

PROJECT

CSIDETAIL
10@100 mm

CLIENT

CSIDETAIL USER
CC2:Elevation
(Scale = 1:25)
CONSULTANT

COMPUTER AND STRUCTURES INC

PROJECT NUMBER DETAILING-01

DATE

DESIGNED BY NA

CHECKED BY AH

S-14
SCALE