7/26/2019 Column & Foundation Details

1/1

11'-712" 2'-10

12" 9'-9" 4'-10

12"

3'-412

"3'-41 2"

11'-0"

15'-0"

1'-3"

10'-1

1 2"

0'-712

"

0'-41

2"

0'-9"

0'-6"

0'-412"

0'-6"

0'-412

"0'-4

12"

0'-6"

0'-6"

0'-412"

0'-6"

0'-412"

0'-71 2"

0'-412

"

0'-71 2"

0'-41 2"

0'-412"

0'-41 2"

0'-6"

0'-41 2"

0'-412"

9'-3"

11'-712" 2'-10

12" 9'-9" 4'-10

12"

3'-412"3

'-41 2"

11'-0"

15'-0"

1'-3"

10'-1

1 2"

9'-3"

0'-61

2"

2'-3"

2'-112"

2'-11 2"

2'-11 2"

2'-112"

2'-0"

2'-112"

2'-112"

2'-11 2"

2'-112"

2'-11 2"

2'-3"

2'-9"

2'-3"

2'-112"

2'-11 2"

2'-112"

2'-3"

2'-11 2"

2'-112"

2'-11 2"

DATE : 25 - 05 - 2016

DRG. No. : STR -01/02

SCALE : N.T.S

REVISION : 0

DRAWN : MOHD SUMER

CHECKED BY :

PROPOSED PLAN FOR THE

CONSTRUCTION OF RESIDENTIALHOUSE IN PLOT No A-48 IN

THE PRIDE EXT....SITUATED AT BALAPUR, HYDERABAD

9. All Concrete Works Shall be mechanically vibrated.

10. Concrete work shall not be proceed untill the

consultant has inspected and approved at the site.

For Slab 3 days Props Left Under,/ 7 days Removal Of Props Upto 4.5m Span,

/ 14 days Removal Of Props Over 4.5m Span.

7. Depth Of Steel Chairs = (Slab Thickness-1")

8. Minimum Curing Period & Stripping time for striking

of form work. For Beams 7 days Props Left Under,

/ 14 days Removal Of Props Upto 6m Span,

/ 21 days Removal Of Props Over 6m Span.

7. Lap Splice Length for bars in Compression 46

6. Depth Of Beam Includes Slab Thickness

And Beam Bars Cranked At 1/5th Span

& for Bars in Tension 57.

4. Minimum Clear Coverfor Slab Bars 15 mm or

Bar Which Ever is Greater

5. All Slab Bars Are Alternately Cranked

At 1/4th Span

3. Minimmum clear cover for Beam Bars 25mm or

Bar Which Ever is Greater

1. Use Concrete Grade-M 15 FOR P.C.C &M20 for allstructure

2. Grade of Steel Fe 500 from tata or equivalent.

FOUNDATIONLAYOUTCOLUMN AXIS LAYOUT

T8@7"C/C4 T16+2 T12

T8@7"C/C4 T12+2 T16

T8@7"C/C6 T12

SCHEDULE OF FOOTINGS

No.S.DIMENSIONS

L B D

REINFORCEMENT

Along L(a)

4'-9"

TYPE

F1

F2

S.NO.

1

2

18"

4'-6" 4'-6" 15"

10 @ 5"C/C

Along B(b)

10 @ 5"C/C

Along L(c)

---

Along B(d)

10 @ 6"C/C 10 @ 6"C/C

---

--- ---

F33 4'-3" 4'-3" 15" 10 @ 6"C/C 10 @ 6"C/C --- ---

4'-9"

COLUMN UPTO

GF ROOF ONLY

0'-412"

0'-41 2"

2'-412"

2'-3"

11. Building is designed for G+1 Floors Only.