STRUCTURAL FOR CONST

house of design

3

5

4

1

3

2

RCW-1

C-1

5.70

RCW-1

C-1

RCW-1

C-1

2.75

RCW-1

C-1

WF-1

CF-5 7

C-9 P-1 F-4

C-11 F-4 FTB

FTB-1

-2

SLAB ON GRADE THICKNESS= 100mm WITH 10mmØ TEMPERATURE BARS @ 400mm OC., ON 50mm THICK WELL-COMPACTED SAND AND GRAVEL BEDDINGS.

GB-1

-2

CF-5 7

-1

CF-5 7

WF-1

FT B-

2

GB-1

FTB -2

FTB

1 FTB -

FTB

FTB-1

WF-1

-1

WF -1

FTB

WF-1

FTB

-2

C-11 F-4

C-11 F-4 WF-1

WF-1

FTB

GB-1

3.00

FTB SLAB ON GRADE -1 THICKNESS= 150mm WITH 10mmØ TEMPERATURE BARS @ 300mm OC., ON 100mm THICK WELL-COMPACTED SAND AND GRAVEL BEDDINGS.

SLAB ON GRADE THICKNESS= 150mm WITH 10mmØ TEMPERATURE BARS @ 300mm OC., ON 100mm THICK WELL-COMPACTED SAND AND GRAVEL BEDDINGS.

CF-5 6

GB-1

2.00

-1

F

RCW-1

C-1

RCW-1

C-1

RCW-1

C-1

A

FOUNDATION PLAN

S-1

SCALE

1:100M

RCW-1

C-1

RCW-1

C-1

RCW-1

GB-1

GB-1

GB-1

B S-1

GB-1

GB-1

GB-1

GROUND FLOOR FRAMING PLAN SCALE

1:100M

GB-1

2

C-1

RCW-1

3

C-1 RCW-1

2

C-1 3

3.00

F

GB-1

3.00

E

RCW-1

C-1

-2

-2 FTB-1

FTB-1 GB-1

C-8 F-2

GB-1

RCW-1

C-1

2.00

E

GB-1

SB-2

0.85 4.15

CF-3 8

FTB-1

GB-1

FTB

WF-1

D

RCW-1

C-2 F-2

CF-3 7

GB-1

GB-4

C'

C-1

GB-1

SB-2

GB -5

GB-6

C-1

D 3.00

GB-1 2.00

RCW-1

C-4 F-3

SLAB ON GRADE THICKNESS= 100mm WITH 10mmØ TEMPERATURE BARS @ 400mm OC., ON 50mm THICK WELL-COMPACTED SAND AND GRAVEL BEDDINGS.

RCW-1

4.15

20.80

GB-4

C

RCW-1

C-4 F-3

C'

4

RCW-1

GB-1

GB-1

RCW-1

C-1

WF-1

C-1

SB-1

GB-3

WF-1

RCW-1

SB-1

FTB-1

C-1

USE 0.80mm THICK ARCHITECKS METAL SYSTEM DECK 1(fy80,000psi) WITH 10mmØ TEMPERATURE REBARS AT 150mm OC., EACH WAY

FTB

RCW-1

-2

GB-6

RCW-1

GB

GB-5

RCW-1

C-1

FTB-1

SLAB THICKNESS125mm

B

20.80

RCW-1

GB-1

GB-1

C-1

RCW-1

FTB-1

FTB-1

C-1

C-1

FTB-1

FTB-1

4.00

C-3 F-2

FTB-1

C-5 P-1 FTB-1

1

C-5 P-1 F-4

FTB-1

FTB -

FTB-1

A

RCW-1

0.85

C-2 F-2

GB-1

C-1

FTB-1

C

GB-1

1.80

FTB-1

1 FTB -

C-3 F-2

RCW-1

4.00

C-1

5.70

GB-1

C-5 P-1 F-4 FTB-1

RCW-1 2.00

B

9.00

GB-1

FTB-1

1.80

A

3.00

GB-1

C-1

CF-12

2.00

C-1

RCW-1

4

RCW-1

9.00

RCW-1

C-1

RCW-1

3.00

GB-1

2.00

22.45

1

2.75

5

4

22.45

1

2

WF-1

1

house of design

1

3

2

5

4

1

3

2

3.00

9.00

5.70

2.75

2.00

3.00

9.00

5.70

4

4

1

2.00

22.45

1

2.75

5

4

22.45

2B10

1.80

SB-2

B

2B-

SB-2

4

2B-20

2B24

4

2B-

2B30

USE 0.80mm THICK ARCHITECKS METAL SYSTEM DECK 1(fy80,000psi) WITH 10mmØ TEMPERATURE REBARS AT 150mm OC., EACH WAY

2B2B-

23

24 32

SLAB THICKNESS125mm

2B-

2B-

21

F

Ga. 16, 50mmX150mm CEE-PURLINS @ 800mm OC., WITH 12mmØ SAGRODS AT MIDDLE-SPAN(TYPICAL)

31

9

LL

2B-

24

23

2

3

A

FAMILY HALL FRAMING PLAN

S-2

SCALE

1:100M

2

PROVIDE 16mmØ CROSS-BRACING WITH TURNBUCKLES

3

3.00

2B18

2B-12 3.00

LB-1 2B-1

2B-

E

2B-19

2

2B-1

RW E STA I

2B-19

2B2B-

23

2.00

2B-19

2B-

F

2B27

3.00

2B-20

17 2B-

2B18

2B-16

2

2B23

2B31

D

SB-2

2B22

STA I

2B-12 2.00

W8X24

W8X24

2B-

2B30

2B2

32

SB-2 3

RW

3.00

LB-1

LB1 2B3

2B-

ELL

2B-5

2B15

2B-14

2B-5

2B-6

2B24

2B-

20.80

2B-

29

C'

2B-21

2B2

SB-2

2B-26

SB-2

4.15

SB-2

24

2B25

0.85

C

2B-15

2B-14

2B-4

2B-12

D

2B27

2B-20

SB-2

0.85 4.15

20.80

C'

2B-6

2B25

2B-

W12X26 SB-2

E

4.00

2B-

2B-15

4.00

MB-13

2B-7

2B-7

C

25

2B26

11

W12X26

2B-

2B-8

27

8

2B-

2B-

SB-2

2B29

2B9

28

B

2.00

13 2B-

9

1

11 2B-

2.00

2B-

A

2B10

2B-20

10

9

2B1

A

USE 0.80mm THICK ARCHITECKS METAL SYSTEM DECK 1(fy80,000psi) WITH 10mmØ TEMPERATURE REBARS AT 150mm OC., EACH WAY

2B-

2B15

2B-

2B13

2B-

1.80

11

SLAB THICKNESS125mm

B S-2

SECOND FLOOR FRAMING PLAN SCALE

1:100M

STRUCTURAL SPECIFICATIONS

B S-3

A. CONCRETE 1. FOOTINGS, COLUMNS, BEAMS AND GIRDERS, SLABS, FOOTING -TIE BEAMS, STAIRS, REINFORCED CONCRETE WALLS, SHALL HAVE A COMPRESSIVE STRENGTH OF f'c= 3000psi @ 28 days. 2. SLAB ON GRADE SHALL HAVE A COMPRESSIVE STRENGTH OF f'c= 2500psi @ 28 days. 3. OTHERS NOT SPECIFIED, f'c= 3000psi @ 28 days. B. REINFORCEMENT 1. ALL MILD REINFORCING BARS SHALL BE "ROUND DEFORMED" CONFORMING TO ASTM A-615 12mmØ AND SMALLER fy= 228MPa(33,000psi) 16mmØ AND LARGER fy= 276MPa(40,000psi) 2. ALL REINFORCING BAR DIAMETER IN MILLIMETER INDICATED ON THE PLANS SHOULD BE STRICTLY FOLLOWED. ANY DEVIATION FROM THOSE SPECIFIED SHALL HAVE THE WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER. 3. WHERE SPLICING IS REQUIRED; SLAB, BEAM, AND GIRDER REINFORCING BARS SHALL BE SPLICED AT QUARTER POINT AND A MINIMUM LENGTH OF 40 TIMES THE DIAMETER OF THE BAR. 4. COLUMN VERTICAL BARS SHALL BE SPLICED AT MID-FLOOR HEIGHT, AND A MINIMUM LENGTH OF 40D ALSO. NOT MORE THAN 50% OF THE TOTAL NUMBER OF BARS SHALL BE SPLICED AT ANY GIVEN SECTION. C. STRUCTURAL STEEL 1. ALL STRUCTURAL STEEL, ANGLES AND PLATES SHALL CONFORM TO ASTM A36 fy= 248MPa(36ksi). 2. WELDING ELECTRODES SHALL BE E70XXX SERIES. 3. MACHINE BOLTS AND ANCHOR BOLTS SHALL CONFORM TO ASTM A325. D. STANDARD CONSTRUCTION PROCEDURES AS PER NATIONAL BUILDING CODE AND NATIONAL STRUCTURAL CODE FOR BUILDINGS SHOULD BE STRICTLY FOLLOWED IN THE EXECUTION OF PROJECT. E. IT SHALL BE THE DUTY AND RESPONSIBILITY OF THE CONSTRUCTOR TO PROVIDE SHEET PILES, SAFETY NETS AND OTHER PRECAUTIONARY MEASURES TO ENSURE SAFETY OF THE ADJACENT PROPERTIES AND OCCUPANTS.

2.00

3.00

9.00

5.70

1.80

4

1 RB-

W1

RB-

2.00

6

A 4

2X2

B

6 0.15

0.15

W1 2X2 6

5 RB-

2X2 6

0.20

0.20

WF-3

WALL FOOTING DETAILS

5

RB-

2

C-4

Ga. 16, 50mmX150mm CEE-PURLINS @ 800mm OC., WITH 12mmØ SAGRODS AT MIDDLE-SPAN(TYPICAL)

2

3

3.00

PROVIDE 16mmØ CROSS-BRACING WITH TURNBUCKLES

S-3

ROOF FRAMING PLAN SCALE

SIZE: 200mmX400mm

SIZE: 200mmX400mm

V.B.: 6-16mmØ

V.B.: 8-16mmØ

TIES: 2-10mmØ

TIES: 2-10mmØ

SIZE: 200mmX450mm

SIZE: 200mmX500mm

V.B.: 8-16mmØ

V.B.: 10-16mmØ

TIES: 2-10mmØ

TIES: 2-10mmØ

SIZE: 200mmX400mm

SIZE: 200mmX450mm

SIZE: 200mmX500mm

V.B.: 6-16mmØ

V.B.: 8-16mmØ

V.B.: 10-16mmØ

TIES: 2-10mmØ

TIES: 2-10mmØ

TIES: 2-10mmØ

NOTES: 1. USE 10mmØ TIES SPACED AT 6@ 50mm, 4@ 100mm, 4@ 150mm REST @ 200mm OC. 2. NO PIPE SHALL BE EMBEDDED INSIDE ANY COLUMN. 3. FOR C-6, USE 10mmØ TIES SPACED AT 16@ 50mm, 12@ 100mm, 8@ 150mm REST @ 100mm OC

COLUMN SCHEDULE

S-3

RB-

A

C-3

C-5

C-6

C-7

C-8

C-9

C-10

P-1

2ND FLR TO ROOF

F

WF-1

E

1:100M

GROUND FLR TO MEZZ TO 2ND FLR

2.00

1

0.60

S-3

W1 2X2 6

S-1

RB-

0.60

W1

3

S-1

0.60

C

1

RB4

E

NGL

10mmØ TRANSVERSE/ LONGITUDINAL BARS @ 300mm OC.

WF-2

RB-

S-1 RB-

RB-4

RB-4

3.00

W12X26

0.20

3 RB-

W1 2X2

RB-4

2

S-1

RB-5

RB-4

4.15

20.80

RB-

RB2

D

10mmØ TRANSVERSE/ LONGITUDINAL BARS @ 300mm OC.

0.80

4 RB-4

W12X26

C'

NGL

2

6

FOUNDATION TO GROUND FLR

RB-

0.85

C

S-2

RB-4

2X2

RB-4

10mmØ VERTICAL/ HORIZONTAL BARS @ 600mm OC.,

RB-

6

4.00

RB-6

RB7

10mmØ VERTICAL/ HORIZONTAL BARS @ 600mm OC., NGL

W1

0.10

FOUNDATION TO GROUND FLR

2.75

C-2

2ND FLR TO ROOF

5

4 22.45

C-1

GROUND FLR TO MEZZ TO 2ND FLR

3

2

S-3

0.80

1

COLUMN SCHEDULE

D

SIZE: 200mmX500mm

SIZE: 200mmX600mm

SIZE: 200mmX450mm

SIZE: 200mmX500mm

V.B.: 10-16mmØ

V.B.: 10-20mmØ

V.B.: 8-20mmØ

V.B.: 10-16mmØ

TIES: 2-10mmØ

TIES: 2-10mmØ

TIES: 2-10mmØ

TIES: 2-10mmØ

W8X24 FLANGE: 150mmX10.16mm SIZE: 200mmX600mm

W8X24

SIZE: 450mmX700mm

V.B.: 12-16mmØ

FLANGE: 150mmX10.16mm V.B.: 18-20mmØ

TIES: 2-10mmØ

WEB.: 200mmX6.35mm

TIES: 2-10mmØ

SIZE: 350mmX500mm

SIZE: 200mmX600mm

WEB.: 200mmX6.35mm

SIZE: 300mmX300mm

V.B.: 12-20mmØ

V.B.: 12-16mmØ

B/P: 250mX300mmX12mm

V.B.: 6-16mmØ

TIES: 2-10mmØ

TIES: 2-10mmØ

A/B: 4-12mmØX300mm

TIES: 1-10mmØ

W8X24 FLANGE: 150mmX10.16mm SIZE: 200mmX600mm

WEB.: 200mmX6.35mm

SIZE: 250mmX300mm

V.B.: 12-16mmØ

B/P: 250mX300mmX12mm

V.B.: 8-16mmØ

TIES: 2-10mmØ

A/B: 4-12mmØX300mm

TIES: 2-10mmØ

NOTES: 1. USE 10mmØ TIES SPACED AT 6@ 50mm, 4@ 100mm, 4@ 150mm REST @ 200mm OC. 2. NO PIPE SHALL BE EMBEDDED INSIDE ANY COLUMN. 3. FOR C-6, USE 10mmØ TIES SPACED AT 16@ 50mm, 12@ 100mm, REST @ 150mm OC

house of design

SCHEDULE OF FOOTINGS

S-4

BOTTOM BARS

L1/4

L1/4

TOP BARS @ SUPPORT

INTERIOR SPAN (L2)

L2/4

T1

T2

WIDTH LENGTH PARALLEL PARALLEL TO SHORT TO LONG mm mm

mm

mm

F-1

350

350

1200

1200

8-16mmØ

8-16mmØ

1500

CENTER FOOTING

F-2

350

350

1500

1500

10-16mmØ

10-16mmØ

1500

CENTER FOOTING

1500

CENTER FOOTING

REMARKS

F-4

300

300

1000

1000

6-16mmØ

6-16mmØ

1500

CENTER FOOTING

F-5

400

400

2100

2100

16-16mmØ

16-16mmØ

1500

CENTER FOOTING

TRANSVERSE BARS PARALLEL TO SHORT

12-16mmØ

TRANSVERSE BARS PARALLEL TO SHORT

L1/5

L1/5 BOTTOM BARS @ SUPPORT

BOTTOM BARS @ MIDSPAN

B

BOTTOM BARS @ SUPPORT

BOTTOM BARS @ MIDSPAN

@ MIDSPAN

@ SUPPORT

INTERIOR SPAN(L1) L1/4

L2/4

L2/4

150mm

TWO-WAY

12mmØ @ 100mm OC.

12mmØ @ 150mm OC.

12mmØ @ 100mm OC.

12mmØ @ 150mm OC.

TWO-WAY

12mmØ @ 150mm OC.

10mmØ @ 250mm OC.

10mmØ @ 250mm OC.

LEDGE DETAIL

F S-4

150

BEAM

THICKNESS BOTTOM BARS

300

150mm THK LOAD BEARING BLOCKS(fc=700psi)

12mmØ @ 400mm OC., BOTTOM LONGITUDINAL/TRANSVERSE BARS

900

L

BOTTOM BARS ALONG SHORT SPAN

900

SEPTIC TANK DETAIL

S-4

G

STIFFENER

S-4

COLUMN @ CHB WALLS

SLAB DEPRESSION DETAIL

VERTICAL BARS

ONE-WAY SLAB DETAIL

S-5

NATURAL GRADE LINE 6.00

4.50

4-16mmØ, CONT TOP BARS

-

TOP BARS

STIRRUPS D: ( 10mmØ ) 4 @ 50mm, 4 @ 100mm, 4 @ 150mm, REST @ 250mm OC. 1.00METER FOR 20mmØ

O 100mm PIPE

4-12mmØ, EF., HORIZONTAL BARS

PIPE SLEEVE THRU BEAMS

BEAM DEPTH BOTTOM BARS

S-4

1800

BEAM

E

SIZE: 150mmX300mm V.B.: 4-12mmØ TIES: 1-10mmØ

TOP BARS

10mm @ 400mm OC., HORIZONTAL BARS

ONE-WAY

0.60METER FOR 16mmØ

E

150 150

10mmØ @ 150mm OC., TOP BARS

BOTTOM BARS ALONG LONG SPAN

L2/4

12mmØ @ 150mm OC.

DEPRESSION

S-4

12mm @ 200mm OC., VERTICAL BARS

150mm THK LOAD BEARING BLOCKS(fc=700psi)

L1/4

12mmØ @ 100mm OC.

150

GB-1

BEAM

LONG SPAN(L2)

LB-2

12mmØ @ 150mm OC.

PROVIDE 4-12mmØ VERTICAL BARS

GS-1

L3/4 L2/4

SLAB SCHEDULE

12mmØ @ 100mm OC.

PROVIDE 4-12mmØ VERTICAL BARS

0.45

D

PROVIDE 4-12mmØ VERTICAL BARS

300

GB-1

1OmmØ @ 300mm OC., TEMPERATURE BARS

REMARK

GB-1A 300

BEAM

DEPTH

2B

GB-1A

0.60

REINFORCEMENTS PARALLEL TO SHORT PARALLEL TO LONG @ SUPPORTS @ MIDSPAN @ SUPPORTS @ MIDSPAN

12mmØ @ 100mm OC.

S3/4

FINISHED FLOOR LINE

TYPICAL FOOTING DETAILS

DEPRESSION

S-2

150mm

S2/4

FINISHED GROUND FLOOR LINE

SPLICING

S-1

150mm

S2/4

150

TIES

GS-1

MH

TOP BARS ALONG SHORT SPAN

DEPTH

400

THICKNESS

THICKNESS

DEPTH

THICKNESS

DEPTH

400

400

MARK

MH

300

S-4 THICKNESS

PROVIDE 6-12MMØ TRIMMER BARS @ OPENING

SHORT SPAN(2)

CORNER FOOTING

S-4

C

L2/5

S1/4

LONGITUDINAL BARS PARALLEL TO LONG

FTB-1

SIDE FOOTING

B

L2/5

NATURAL GRADE LINE

LONGITUDINAL BARS PARALLEL TO LONG

FTB-1

FTB-1 CENTER FOOTING

L1/5

S-4

TRANSVERSE BARS PARALLEL TO SHORT

NATURAL GRADE LINE

GB-1A

TYPICAL BEAM SPLICING DETAIL

J

WIDTH

TRANSVERSE BARS PARALLEL TO SHORT

PROVIDE 4-12mmØ VERTICAL BARS

MH

2300 WIDTH

LONGITUDINAL BARS PARALLEL TO LONG

PROVIDE 4-12mmØ VERTICAL BARS 1400

SPLICING @ BOTTOM BARS

LENGTH

LENGTH

SPLICING @ TOP BARS

L1/5

NATURAL GRADE LINE

0.30 PROVIDE 4-12mmØ VERTICAL BARS 1600

GB-1A

LONGITUDINAL BARS PARALLEL TO LONG

TRANSVERSE BARS PARALLEL TO SHORT

S-4

SPAN

INTERIOR SPAN (L2)

L1/4

WIDTH

LB-1 DETAIL

K

S-4 CANTILVER LENGTH

LONGITUDINAL BARS PARALLEL TO LONG

B

L2/5

TYPICAL CONVENTIONAL BEAM DETAIL

I

TRANSVERSE BARS PARALLEL TO SHORT

L2/5

400

12-16mmØ

1800

GB-1A

1800

0.15

0.038

400

D

mm

F-3

400

63mmX63mmX6.35mm SHELF-ANGLE WITH 10mmØ DOWELS

0.038

DEPTH MARK

2-12mmØ CONT. TOP & BOTTOM BARS

0.038

L2/4

GB-1A

DIMENSION

TOP BARS @ SUPPORT

D

THICKNESS

TOP BARS @ MIDSPAN INTERIOR SPAN(L1)

TOP BARS @ CANTILEVER END CANTILVER LENGTH

GB-1A

A

BEAM DEPRESSION DETAIL

H S-4

TRIMMER BARS

N S-4

COLUMN ELEVATION

S-4

4-16mmØ, CONT BOTTOM BARS

FOOTING-TIE BEAM DETAIL, FTB-1

0.25

house of design

A

SCHEDULE OF BEAMS AND GIRDERS

B

S-5

SCHEDULE OF BEAMS AND GIRDERS

S-5 5.10

3Ø16

2Ø16

200mmX400mm

AA

STIRRUPS AA (10mmØ): 2@50mm, 3@100mm, 4@150mm, REST @ 250mm OC.

4.00

3Ø16

2Ø16

2Ø16

3Ø16

3Ø16

2Ø16

200mmX400mm

AA

STIRRUPS A (10mmØ): 4@50mm, 4@100mm, 2@150mm, REST @ 250mm OC.

4.00

3Ø16

2Ø16

2Ø16

3Ø16

2Ø16

2Ø16

200mmX400mm

AA

STIRRUPS B (10mmØ): 6@50mm, 5@100mm, 4@150mm, REST @ 250mm OC.

4.00

3Ø16

2Ø16

2Ø16

3Ø16

2Ø16

2Ø16

200mmX400mm

AA

2B-21

2.60

4Ø16

2Ø16

2Ø16

3Ø16

4Ø16

2Ø16

200mmX500mm

A

2B-22

2.80

2Ø16

2Ø16

2Ø16

4Ø16

2Ø16

2Ø16

200mmX450mm

A

2B-23

2.80

4Ø16

2Ø16

2Ø16

3Ø16

4Ø16

2Ø16

200mmX500mm

A

4.50

4Ø16

2Ø16

2Ø16

3Ø16

4Ø16

2Ø16

200mmX500mm

A

STIRRUPS C (10mmØ): 8@50mm, 6@100mm, 4@150mm, REST @ 250mm OC.

GROUND FLOOR BEAMS GB-1

-

4Ø16

3Ø16

3Ø16

4Ø16

4Ø16

3Ø16

200mmX450mm

A

GB-2

4.50

4Ø16

2Ø16

2Ø16

4Ø16

4Ø16

2Ø16

200mmX500mm

A

4.50

4Ø16

2Ø16

2Ø16

3Ø16

4Ø16

2Ø16

200mmX500mm

A

GB-3

5.00

4Ø16

2Ø16

3Ø16

6Ø16

4Ø16

2Ø16

300mmX500mm

A

1.00

4Ø16

2Ø16

4Ø16

2Ø16

4Ø16

2Ø16

200mmX500mm

A

GB-4

2.00

4Ø16

3Ø16

3Ø16

4Ø16

4Ø16

3Ø16

200mmX500mm

A

RC WALL BELOW

4.50

4Ø20

3Ø20

3Ø20

4Ø20

10Ø20

3Ø20

300mmX550mm

B

5.00

4Ø16

3Ø16

3Ø16

4Ø16

4Ø16

3Ø16

200mmX500mm

A

RC WALL BELOW

9.00

10Ø20

3Ø20

3Ø20

10Ø20

6Ø20

3Ø20

400mmX650mm

C

4.00

4Ø16

2Ø16

2Ø16

4Ø16

4Ø16

2Ø16

200mmX500mm

A

1.00

6Ø20

3Ø20

6Ø20

3Ø20

6Ø20

3Ø20

300mmX500mm

B

2.15

4Ø16

2Ø16

2Ø16

4Ø16

4Ø16

2Ø16

200mmX500mm

A

4.50

4Ø20

3Ø20

3Ø20

4Ø20

10Ø20

3Ø20

300mmX550mm

B

2.50

4Ø16

2Ø16

2Ø16

4Ø16

4Ø16

2Ø16

200mmX500mm

A

9.00

10Ø20

3Ø20

3Ø20

10Ø20

6Ø20

3Ø20

400mmX650mm

C

1.50

4Ø16

2Ø16

2Ø16

4Ø16

4Ø16

2Ø16

200mmX500mm

A

1.00

6Ø20

3Ø20

6Ø20

3Ø20

6Ø20

3Ø20

300mmX500mm

B

3.00

4Ø16

2Ø16

2Ø16

4Ø16

4Ø16

2Ø16

200mmX500mm

A

4.00

4Ø16

2Ø16

2Ø16

4Ø16

4Ø16

2Ø16

200mmX500mm

A

4.50

4Ø20

3Ø20

3Ø20

4Ø20

8Ø20

3Ø20

300mmX500mm

B

GB-5

GB-6

RC WALL BELOW

2B-24

2B-25

2B-26

FAMILY HALL/SECOND FLOOR BEAMS 1.50

4Ø16

2Ø16

4Ø16

2Ø16

4Ø16

2Ø16

300mmX500mm

A

7.15

4Ø16

2Ø16

2Ø16

6Ø16

4Ø16

2Ø16

300mmX500mm

A

6.75

8Ø20

3Ø20

3Ø20

8Ø20

8Ø20

3Ø20

300mmX550mm

B

2.60

4Ø16

2Ø16

2Ø16

3Ø16

4Ø16

2Ø16

200mmX500mm

A

1.00

8Ø20

3Ø20

8Ø20

3Ø20

8Ø20

3Ø20

300mmX500mm

B

2.80

4Ø16

2Ø16

2Ø16

3Ø16

4Ø16

2Ø16

200mmX500mm

A

2B-28

4.50

4Ø20

3Ø20

3Ø20

4Ø20

4Ø20

3Ø20

300mmX500mm

B

2B-3

2.80

2Ø16

2Ø16

2Ø16

4Ø16

2Ø16

2Ø16

200mmX450mm

A

2B-29

1.00

8Ø20

3Ø20

8Ø20

3Ø20

8Ø20

3Ø20

300mmX500mm

B

2B-4

2.80

8Ø16

2Ø16

8Ø16

2Ø16

8Ø16

2Ø16

300mmX500mm

C

6.75

8Ø20

3Ø20

3Ø20

8Ø20

8Ø20

3Ø20

300mmX550mm

B

2.80

8Ø16

2Ø16

8Ø16

2Ø16

8Ø16

2Ø16

300mmX500mm

C

1.00

8Ø20

3Ø20

8Ø20

3Ø20

8Ø20

3Ø20

300mmX500mm

B

3.40

2Ø16

2Ø16

2Ø16

4Ø16

4Ø16

2Ø16

200mmX500mm

A

1.00

8Ø20

3Ø20

8Ø20

3Ø20

8Ø20

3Ø20

300mmX500mm

B

1.50

4Ø16

2Ø16

4Ø16

2Ø16

4Ø16

2Ø16

200mmX500mm

A

6.75

8Ø20

3Ø20

3Ø20

8Ø20

4Ø20

3Ø20

300mmX550mm

B

3.60

4Ø16

2Ø16

2Ø16

4Ø16

6Ø16

2Ø16

250mmX500mm

A

1.00

6Ø20

3Ø20

6Ø20

3Ø20

6Ø20

3Ø20

300mmX500mm

B

1.70

6Ø16

2Ø16

6Ø16

2Ø16

6Ø16

2Ø16

250mmX500mm

A

6.75

6Ø20

3Ø20

3Ø20

8Ø20

4Ø20

3Ø20

300mmX550mm

B

2.00

4Ø16

2Ø16

2Ø16

4Ø16

6Ø16

2Ø16

200mmX500mm

A

1.00

6Ø20

3Ø20

6Ø20

3Ø20

6Ø20

3Ø20

200mmX500mm

B

5.00

6Ø16

2Ø16

3Ø16

6Ø16

4Ø16

2Ø16

250mmX500mm

B

6.75

6Ø20

3Ø20

3Ø20

4Ø20

4Ø20

3Ø20

200mmX500mm

B

1.00

6Ø16

2Ø16

6Ø16

2Ø16

6Ø16

2Ø16

200mmX500mm

B

5.00

6Ø16

2Ø16

2Ø16

8Ø16

4Ø16

2Ø16

300mmX500mm

B

ROOF BEAMS

1.00

6Ø16

2Ø16

6Ø16

2Ø16

6Ø16

2Ø16

200mmX500mm

B

ROOF BEAMS

4.50

6Ø16

2Ø16

2Ø16

6Ø16

6Ø16

2Ø16

300mmX500mm

B

RB-1

2.80

2Ø16

2Ø16

2Ø16

4Ø16

2Ø16

2Ø16

200mmX450mm

A

1.00

6Ø16

2Ø16

6Ø16

2Ø16

6Ø16

2Ø16

200mmX500mm

B

RB-2

7.50

8Ø16

2Ø16

2Ø16

6Ø16

8Ø16

2Ø16

300mmX500mm

B

1.00

4Ø16

2Ø16

4Ø16

2Ø16

4Ø16

2Ø16

200mmX500mm

A

RB-3

5.00

6Ø16

2Ø16

2Ø16

6Ø16

6Ø16

2Ø16

200mmX500mm

A

4.50

4Ø16

2Ø16

2Ø16

4Ø16

4Ø16

2Ø16

200mmX500mm

A

RB-4

5.00

4Ø16

2Ø16

2Ø16

4Ø16

4Ø16

2Ø16

200mmX500mm

A

1.00

4Ø16

2Ø16

4Ø16

2Ø16

4Ø16

2Ø16

200mmX500mm

A

RB-5

6.50

4Ø16

2Ø16

2Ø16

6Ø16

4Ø16

2Ø16

200mmX500mm

A

3.00

2Ø16

2Ø16

2Ø16

4Ø16

4Ø16

2Ø16

200mmX500mm

A

RB-6

5.00

6Ø16

2Ø16

2Ø16

6Ø16

6Ø16

2Ø16

200mmX500mm

A

2.00

4Ø16

2Ø16

2Ø16

2Ø16

2Ø16

2Ø16

200mmX500mm

A

RB-7

6.50

4Ø16

2Ø16

2Ø16

6Ø16

4Ø16

2Ø16

200mmX500mm

A

2B-12

6.50

4Ø16

2Ø16

3Ø16

6Ø16

4Ø16

2Ø16

250mmX500mm

B

2B-13

4.00

4Ø16

2Ø16

2Ø16

4Ø16

8Ø16

2Ø16

200mmX500mm

A

2.50

8Ø16

2Ø16

8Ø16

2Ø16

8Ø16

2Ø16

200mmX500mm

B

GB-1A

-

3Ø16

3Ø16

3Ø16

3Ø16

3Ø16

3Ø16

200mmX450mm

A

2.00

8Ø16

2Ø16

8Ø16

2Ø16

8Ø16

2Ø16

300mmX500mm

B

SB-1A

-

2Ø12

2Ø12

2Ø12

2Ø12

2Ø12

2Ø12

150mmX300mm

AA

1.00

8Ø16

2Ø16

8Ø16

2Ø16

8Ø16

2Ø16

300mmX500mm

B

5.15

8Ø16

2Ø16

2Ø16

8Ø16

4Ø16

2Ø16

300mmX500mm

B

4.50

4Ø16

2Ø16

2Ø16

4Ø16

300mmX500mm

B

5.50

8Ø16

2Ø16

8Ø16

2Ø16

8Ø16

2Ø16

300mmX500mm

B

4.00

8Ø16

2Ø16

2Ø16

4Ø16

8Ø16

2Ø16

200mmX500mm

A

2.50

8Ø16

2Ø16

8Ø16

2Ø16

8Ø16

2Ø16

200mmX500mm

B

2B-16

6.00

2Ø16

2Ø16

2Ø16

8Ø16

2Ø16

2Ø16

300mmX450mm

B

2B-17

6.50

2Ø16

2Ø16

2Ø16

8Ø16

2Ø16

2Ø16

200mmX500mm

B

2B-18

5.00

4Ø16

2Ø16

2Ø16

4Ø16

4Ø16

2Ø16

200mmX500mm

A

2.50

4Ø16

2Ø16

4Ø16

2Ø16

4Ø16

2Ø16

200mmX500mm

A

4.00

2Ø16

2Ø16

2Ø16

3Ø16

3Ø16

2Ø16

200mmX350mm

AA

4.00

3Ø16

2Ø16

2Ø16

3Ø16

3Ø16

2Ø16

200mmX350mm

AA

4.00

3Ø16

2Ø16

2Ø16

3Ø16

2Ø16

2Ø16

200mmX350mm

AA

2B-1

2B-2

2B-5

2B-6

2B-30

2B-31

2B-32

0.15

0.15

0.50

2B-19

2Ø16

S-5

8Ø16

FOOTING-TIE BEAM DETAIL, FTB-2

2B-15

MISCELLANEOUS BEAMS

D

2B-14

4-20mmØ, CONT BOTTOM BARS

2B-11

STIRRUPS D: ( 10mmØ ) 4 @ 50mm, 4 @ 100mm, 4 @ 150mm, REST @ 250mm OC.

2B-10

4.50

2B-9

6.00

2B-8

4-20mmØ, CONT TOP BARS

-

2B-7

2B-27

0.30

S-5

3Ø16

CONCRETE SOFFIT DETAIL

2Ø16

house of design

REMARKS

D

2Ø16

2B-20

MIDDLE BAR

10mm @ 300mm OC., HORIZONTAL BARS

2Ø16

LENGTH

12mm @ 100mm OC., TOP BARS

4.00

REMARKS

MARK

0.30

STIRRUPS

MIDDLE BAR

10mm @ 250mm OC., TEMPERATURE BARS

DIMENSION BXD

STIRRUPS

12mm @ 200mm OC., VERTICAL BARS

REINFORCEMENTS LEFT SUPPORT MIDSPAN RIGHT SUPPORT TOP BOTTOM TOP BOTTOM TOP BOTTOM

DIMENSION BXD

0.45

REINFORCEMENTS LEFT SUPPORT MIDSPAN RIGHT SUPPORT TOP BOTTOM TOP BOTTOM TOP BOTTOM

0.15

LENGTH

0.90

MARK

SPAN 38mm EMBEDDMENT

10mmØ TEMPERATURE BARS @ 200mm O.C., E.W(TYPICAL)

CONCRETE SLAB

38mm EMBEDDMENT

10mmØ @ 250mm OC., TEMPERATURE BARS

5.00

0.50

1.00

PROVIDE 4-12mmØ VERTICAL BARS

house of design

GB-1A

0.15

0.15

0.125

GB-1A

GS-1 2B 12mmØ @ 200mm OC., TOP BARS

S-6

MH

GB-1A

CONCRETE LEDGE DETAIL

GS-1

GB-1A

D

WEB.: 200mmX6.35mm GB-1A

DECKING CONNECTION DETAIL

A

FLANGE: 150mmX10.16mm

2.50

0.80mm THICK STEEL DECKINGS(Fy=80,000psi)

W8X24

DB

2.80

2B

S-6

0.20 GROUND FLOOR LINE

0.15

SECOND FLOOR LINE GB

0.15

GB-1A

SIZE: 200mmX400mm V.B.: 6-16mmØ TIES: 1-10mmØ

1.50

WEB.: 200mmX6.35mm 10mmØ TEMPERATURE BARS @ 300mm OC.

G

SB-1 DETAIL

0.30

1.20 0.30

S-6 1.50

E S-6 SHORT SPAN(2) S2/4

S3/4

TOP BARS ALONG SHORT SPAN

BOTTOM BARS ALONG LONG SPAN

BEAM

L2/4

BEAM

L3/4

BEAM

L2/4

BEAM

L1/4

W12X26

12mmØ TRANSVERSE/ LONGITUDINAL BARS @ 150mm OC.

FLANGE: 165mmX10.16mm WEB.: 200mmX6.35mm

S-6

BOTTOM BARS ALONG SHORT SPAN

S-6

2.50 12mmØ @ 300mm OC., TOP & BOTTOM LONGITUDINAL/TRANSVERSE BARS 5.00

H

RCW-1 DETAIL

C

12mm @ 150mm OC., VERTICAL BARS

2.50

S-6

12mm @ 300mm OC., TANSVERSE BARS 12mm @ 300mm OC., LONGITUDINAL BARS

S2/4

10mm @ 300mm OC., HORIZONTAL BARS

0.40

FLANGE: 150mmX10.16mm

0.150

S1/4

GS-1

W8X24

10mmØ NOSING BARS

GROUND FLOOR LINE

2.15

12mmØ T0P AND BOTTOM MAIN BARS @ 150mm OC.,

GS-1

RC WALL

2.70

0.15

1OmmØ HORIZONTAL BARS @ 300mm OC.

FINISHED GROUND FLOOR LINE

0.15 0.200.150

3.00

VERIFY HEIGHT & NUMBER OF STEPS

0 15 0.

LANDING

LOWER GROUND FLOOR LINE

B

3.40

S-6

10mm @ 400mm OC., HORIZONTAL BARS,EF

1.00

0.15

3.40

C-11 DETAIL

F

12mm @ 300mm OC., VERTICAL BARS,EF

GB-1A

TWO-WAY SLAB DETAIL

STAIR DETAIL SEE ACRCHITECTURAL PLANS FOR ACTUAL LAYOUT & ELEVATIONS.

I S-6

SB-2 DETAIL

RAINWATER TANK DETAIL

G S-6

SB-1 DETAIL