General Notes:

A B C A B C
30'-10" 1. DO NOT SCALE FROM THE DRAWINGS
28'-7" @ 6" c/c
16 mm dia. bar 8 MM DIA. 8 MM DIA.
28'-7"
2'-0" (distributio n ba rs ) STIRRUPS @ 4" 8 MM DIA. STIRRUPS @ 4"
13'-9" 2. STRUCTURAL DRAWINGS SHALL BE READ IN CONJUNCTION WITH RELEVANT
Y C/C STIRRUPS @ 4" C/C
N

2'-0"
13'-8"

2'-11"
C/C 1'-2" ARCHITECTURAL AND SERVICES DRAWINGS.
12'-7"
3 12'-6"
1'-2"
3

1'-2"
12MM DIA. BAR 12MM DIA. BAR
1'-2" 3. UNLESS SPECIFIED OTHERWISE, ALL LEVELS SHOWN IN STRUCTURAL DRAWINGS
2'-0"
12 MM DIA. BARS
@ 6" C/C @ 6" C/C @ 6" C/C 12 MM DIA. BARS 12 MM DIA.
9"X 9" 16 mm dia. bar 2'-0" CHAIR BARS @ 3' ARE STRUCTURAL LEVELS ONLY.
9"X 9"

5'-6"
@ 6" C/C

1'-2"
9"X 9"
3 @ 6" c/c
(main bars)
C/C

3 9"X 9" 4. DO NOT SCALE FOLLOW WRITTEN DIMENSION ONLY

For Official Use Only

2'-2"

9"X 9"

9"X 9"
5. ALL DIMENSION & LEVEL ARE IN FEET-INCHES UNLESS NOTED OTHERWISE.

13'-1"
14'-3"
9"X 9"

9"X 9"
9"X 9"
ALL DIMENSION TO BE VERIFIED ON SITE & APPROVED BY THE ENGINEER

11'-11"

9"X 9"
10'-9"
X X

5"
6. GRADE OF CONCRETE MIX SHALL BE M-20 FOR COLUMNS

26'-11"

31'-0"

27'-0"
16 MM DIA. BARS
2" BRICK SOLING
16 MM DIA. BARS
16MM DIA. BAR 16 MM DIA. BARS 16MM DIA. BAR @ 6" C/C
M20 FOR FOOTING, WALLS, BEAMS, SLABS ETC.
24'-7"
28'-5"

@ 6" C/C @ 6" C/C @ 6" C/C UNLESS NOTED OTHERWISE CONFORMING TO IS:456-2000.
4 4 LAYER @ 6" C/C

1'-2"
24'-7"

1'-2"
9"X 9" 9"X 9"
12 mm dia. chair
3" PCC LAYER
4 9"X 9" 9"X 9"
4 7. REINFORCEMENT SHALL BE HIGH STRENGTH DEFORMED BARS OF GRADE Fe:500
bar @ 3' c/c 29'-9" CONFORMING TO IS: 1786-1985.

9"X 9"

9"X 9"
9"X 9"

9"X 9"

10'-4"
11'-6"
9"X 9"

10'-4"
11'-6"

9"X 9"
Y-Y SECTION FOR MATT FOUNDATION 8. CLEAR COVER TO BARS
a. FOR CONCRETE MEMBERS IN CONTACT WITH SOIL = 50mm
b. FOR LONGITUDINAL (VERTICAL) BARS IN COLUMN = 40mm
9"X 9" 9"X 9"
SCALE:- 3/8"=1'-0" c. FOR MAIN BARS IN BEAMS = 25mm
5

1'-2"
5 9"X 9" 9"X 9"

1'-2"
5 5 d. FOR OUTER BARS IN SLAB = 20mm

2'-0"
2'-0"

1'-2" 10'-5" 1'-2" 12'-7" 1'-2" 9. BARS IN COLUMNS SHALL BE SPLICED ONLY AT MID HEIGHT OF COLUMN.
2'-0" Y 26'-6" 8 MM DIA. 11'-7" 13'-9"
28'-5"
8 MM DIA. 8 MM DIA. STIRRUPS @ 4"
26'-6" 10. BARS SPLICING IN BEAM SHALL BE AVOIDED IN THE SPAN WHERE
STIRRUPS @ 4" STIRRUPS @ 4" C/C

2'-11"
C/C C/C INTERMEDIATE BEAM IS CONNECTED AND SHALL BE ONLY AS SHOWN ON DWG.
A B C 12MM DIA. BAR
@ 6" C/C
12 MM DIA. BARS 12MM DIA. BAR
@ 6" C/C 12 MM DIA. BARS
12 MM DIA.
A B C 11. DEVELOPMENT / LAP LENGTH (Ld.) FOR BARS.
9" 2'-0" @ 6" C/C
@ 6" C/C
CHAIR BARS @ 3'

BOTTOM REINFORCEMENT OF MATT

5'-6"
C/C

PLINTH BEAM PLAN BAR DIA-(mm) 8 10 12 16 20 25 28 32

FOUNDATION PLAN
SCALE: 81"=1'-0"
4 no.s - FOR M20 Ld 1'-9" 2'-3" 2'-8" 3'-6" 4'-5" 5'-7" 6'-2" 7'-0"

2'-2"
9"
12Ø BARS

SCALE: 81"=1'-0" 12MM DIA. BARS

FOR M25 Ld 1'-7" 2'-0" 2'-4" 3'-1" 3'-10" 4'-10" 5'-5" 6'-2"
STIRRUPS 8Ø @ 4" C/C 9"

5"
FOOTING BEAM SECTION P 12. TEMP./DISTRIBUTION REINFORCEMENT FOR SLAB - TMT 8Ø @ 200 C/C
A B C SCALE:-3/4"=1'-0" 16 MM DIA. BARS 16 MM DIA. BARS
16 MM DIA. BARS

9"
2" BRICK SOLING 16MM DIA. BAR 16MM DIA. BAR @ 6" C/C
@ 6" C/C 4 NO.S- 13. CLEAR VERTICAL DISTANCE BETWEEN TWO ROWS (LAYERS) OF BARS=25mm.
30'-10"

9"
LAYER @ 6" C/C @ 6" C/C @ 6" C/C
3" PCC LAYER 12Ø BARS
28'-7" r @ 6" c/c
12 mm dia. ba ) 14. PROVIDE SHEAR REINFORCEMENT AT 4" C/C AT LAP LOCATIONS.
2'-0" (distribution ba
rs P
29'-9"
2'-0"

SECTION AT P-P 15. H = CLEAR SPAN OF FLOOR.

13'-9"
3 SCALE:-3/4"=1'-0"
16. h = H/6, OR 450mm WHICHEVER IS GREATER.
2'-0"

9"X 9"
9"X 9" 12 mm dia. bar X-X SECTION FOR MATT FOUNDATION PLINTH BEAM DETAILS
(SCALE: 3/8"=1'-0")
17. Z = DEPTH OF BEAM.
3 @ 6" c/c
(main bars) SCALE:- 3/8"=1'-0"
18. ANY DISCREPANCY NOTED BETWEEN DETAILS IN THE DRAWINGS/SPECIFICATIONS,
THE MATTER SHALL BE BROUGHT TO THE NOTICE OF CONCERNED ENGINEER PRIOR
TO CONSTRUCTION AND GOT RECONCILED BEFORE EXECUTION.
9"X 9"

A B C A B
9"X 9"

C
9"X 9"

A B C
28'-7" 28'-7" 28'-7"
13'-9" 13'-9" 13'-9"
26'-11"

31'-0"

13'-8" 1'-2" 13'-8" 1'-2" 13'-8" 1'-2"

12'-7" 12'-7" 12'-7"
1'-2" 1'-2"
28'-5"

24'-7"

12'-6" 1'-2"
4 4 3 12'-6" 3

1'-2"

1'-2"
12'-6" 3

1'-2"
1'-2" 1'-2" 1'-2"

1'-2"
9"X 9" 9"X 9"

1'-2"
1'-2"
12 mm dia. chair C31'-2" C31'-2" C31'-2"
1'-2"

1'-2"
1'-2"
bar @ 3' c/c
3 C2 C2
C1 3 C1
C2 3 C1
9"X 9"

9"X 9"
9"X 9"

14'-3"
13'-1"

14'-3"
13'-1"
13'-1"
14'-3"
11'-11"

11'-11"
10'-9"

10'-9"
11'-11"
10'-9"
9"X 9" 9"X 9"
5 5

27'-0"
2'-0"

27'-0"
2'-0"

27'-0"
1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2"
24'-7"

24'-7"
1'-2"
1'-2"

1'-2"
1'-2"
1'-2"

24'-7"

1'-2"
4 4 4 4

1'-2"
1'-2"

1'-2"
2'-0" 26'-6" 1'-2" C4 C5 C6 4 1'-2" C4 C5 C6 4 1'-2" C4 C5 C6
28'-5"

10'-4"
11'-6"

11'-6"
10'-4"
10'-4"

10'-4"
11'-6"

10'-4"
11'-6"

11'-6"
A B C

10'-4"
11'-6"
TOP REINFORCEMENT OF MATT
C7 C8 C9 C7 C8 C9
1'-2"

C8

1'-2"
FOUNDATION PLAN C7 C9
1'-2"

1'-2"

1'-2"
1'-2"

1'-2"
5 5 5

1'-2"
1'-2"
5 5
SCALE: 81"=1'-0" 1'-2" 10'-5" 1'-2" 12'-7" 1'-2" 1'-2" 10'-5" 1'-2" 12'-7" 1'-2" 1'-2" 10'-5" 1'-2" 12'-7" 1'-2"
11'-7" 13'-9" 11'-7" 13'-9" 11'-7" 13'-9"
26'-6" 26'-6" 26'-6"

A B C A B C A B C
A B C GROUND FLOOR COLUMN FIRST FLOOR COLUMN SECOND FLOOR COLUMN
28'-7"
13'-9" LAYOUT PLAN LAYOUT PLAN LAYOUT PLAN
13'-8" 1'-2"
12'-6"
1'-2"
12'-7"
3 SCALE: 81"=1'-0" SCALE: 81"=1'-0" SCALE: 81"=1'-0"
1'-2"

1'-2"
1'-2"

C3
1'-2"

3 C2 A B C
C1
28'-7"
13'-9" A B C
14'-3"
13'-1"

A B C 13'-8" 1'-2"
11'-11"
10'-9"

12'-8"
1'-2" 28'-7"
12'-5" 3

1'-2"
1'-2" 13'-9"
28'-7"
13'-9" 13'-8" 1'-2"
10"X 16" 12'-7"
1'-2"

13'-8" 1'-2"
27'-0"

1'-2" 10"X 16"

12'-7" 12'-6" 3

1'-2"
1'-2" 1'-2"
12'-6"
1'-2" 3 1'-2"
24'-7"

3
1'-2"
1'-2"
1'-2"

1'-2"

4 4 1'-2" 10"X 16"

10"X 16"
1'-2"

C6

1'-2"
10"X 16"

1'-2" C4 C5

13'-1"
14'-3"
C3 10"X 16"
10"X 16"
1'-2"

3
11'-11"
10'-9"

3 C2

10"X 16"
C1

14'-3"
10"X 16"
10'-4"
11'-6"

13'-1"
14'-3"
10'-4"
11'-6"

10"X 16"
14'-3"

11'-11"
13'-1"
14'-3"

10'-9"
13'-1"
27'-0"
11'-11"
10'-9"
13'-1"

24'-7"

1'-2"
1'-2"

C7 C8 C9 4 10"X 16" 4
1'-2"

10"X 16"
1'-2"
1'-2"

5 5

1'-2"
10"X 16" 10"X 16"

1'-2"
C6 4 4
10"X 16"

C5
10"X 16"

C4
1'-2"
1'-2"

1'-2"

10'-4"
11'-6"
4 4
10"X 16"

10'-5" 12'-7"
10'-4"

1'-2" 1'-2" 1'-2" 1'-2" OWNER'S NAME:-

11'-6"

1'-2" 11'-5" 12'-6" 1'-2" SIGNATURE

11'-7" 13'-9"
26'-6" 1'-2" 11'-5" 1'-2" 12'-6" 1'-2" 12'-7" 13'-8" PRASHOTTAM BHANDARI
12'-7" 13'-8" 27'-5"
PLOT No.:- 227
A B C 27'-5" 10"X 16"
A B C
1'-2"

10"X 16"
1'-2"

5 5 LAND AREA: 127.18 SQ. M. (SIGN BETWEEN BOX)

THIRD FLOOR COLUMN TOP FLOOR BEAM PLAN LOCATION : HAR HAR MAHADEV-7,
A B C 1'-2" 10'-5" 1'-2" 12'-7" 1'-2" BUILDING TYPE :-
LAYOUT PLAN 11'-7" 13'-9" COMMERCIAL KAGESHWORI MUNICIPALITY

TOP FLOOR COLUMN LAYOUT

26'-6"
SCALE: 81"=1'-0"
SCALE: 81"=1'-0" DETAILS: STRUCTURAL DETAILS DRAWING
PLAN A B C
DRAWN BY: PRIYANKA MALLA
SCALE: 81"=1'-0" FIRST,SECOND, THIRD AND
Sheet No:
FOURTH FLOOR BEAM PLAN CHECKED BY: AMRENDRA SWARNAKAR
REG. NO. : 14468 'A'

SCALE: 81"=1'-0" DATE : 20 DECEMBER, 2021

SCALE : AS S-1
MENTIONED