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The document contains detailed plans and specifications for various footing sections and plans (F-1 to F-8) related to construction. It includes dimensions, materials, and structural elements such as columns and steel reinforcements. The plans indicate specific measurements and configurations necessary for the construction process.

Uploaded by

Ishu Chawla
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© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
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Download as PDF, TXT or read online on Scribd
7 views1 page

07

The document contains detailed plans and specifications for various footing sections and plans (F-1 to F-8) related to construction. It includes dimensions, materials, and structural elements such as columns and steel reinforcements. The plans indicate specific measurements and configurations necessary for the construction process.

Uploaded by

Ishu Chawla
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as PDF, TXT or read online on Scribd
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4"

412" 4"

4"

4"
5'-3"
412" 4'-41
2"
4" 4" 4"
3'-712"

4"

4"
F-3 4" 4" 4' 4'

4"

4"
F-2
D-18" D-24" 3'-712" 3'-712"

4"

4"
4"

4"

4'-3"

4'-6"
F-1 F-5

9'
D-18" D-18"

3'-712"

3'-712"
F-4
D-18"

3'-3"
A A
A A
A A A A
7'-3"

7'-3"
A A

8'-6"

6'-6"
4'-3"

4'-6"
2"

2"
3'-71

3'-71
3'-3"
4"

4"

4"

4"
4'-1012"

4"

4"

4"

4"

4"

4"
4' 4'-9" 7'-3" 8'
FOOTING PLAN F-1
4" FOOTING PLAN F-2
4" 4"FOOTING PLAN F-3 412" 4" FOOTING PLAN F-4
4" 4" FOOTING PLAN F-5
4"

C/L C/L C/L


C/L C/L
COLUMN COLUMN COLUMN

COLUMN RING COLUMN RING COLUMN RING COLUMN


HARD STARATA

HARD STARATA
N.G.L. OR UPTO

N.G.L. OR UPTO

HARD STARATA
COLUMN
MIN. 5' FROM

MIN. 5' FROM

N.G.L. OR UPTO
MIN. 5' FROM

HARD STARATA
N.G.L. OR UPTO
COLUMN RING

MIN. 5' FROM


COLUMN STEEL COLUMN STEEL #10@5''C/C COLUMN STEEL

HARD STARATA
N.G.L. OR UPTO
COLUMN RING

MIN. 5' FROM


B/W AT TOP.
COLUMN STEEL
1'-6"

1'-6"
COLUMN STEEL

1'-6"
2'
P.C.C P.C.C

1'-6"
4"

4"

4' 4'-9" P.C.C


P.C.C

4"
5'-3"

4"
7'-3" P.C.C
4" 4"

4"
#10@4''C/C #10@4''C/C
4" #10@4''C/C #10@4''C/C 8'
B/W AT BOTT. B/W AT BOTT. B/W AT BOTT. 4" B/W AT BOTT. 4" #10@5''C/C
FOOTING SECTION F-1 FOOTING SECTION F-2 FOOTING SECTION F-3
FOOTING SECTION F-4
4" B/W AT BOTT. 4"
AT-(A-A) AT-(A-A) AT-(A-A)
AT-(A-A) FOOTING SECTION F-5
AT-(A-A)

4" 4"
4" 4" 4'-112" 4'-112"

4"

4"
3'-101
2" 3'-101
2"
4"

4"
4" 4" F-8
F-7 D-24"
4'-3" 4'-3"
4"

4"

D-24"

4'-9"
4'-6"

F-6
D-18" 4" 4"
2"
3'-71

A A A A 14'-9"

9'-6"
9'

4"

4"
A A CF-1
7'-3"

D-24"

4'-412"
4'-9"

4'-9"
4'-6"
3'-712"

412"
A A

4'-3" 7'-3" 3'-3"


4"

4"

4"

4"

4"

4"
8'-6" 7'-9" 8'-3"
4" 4"
4" FOOTING PLAN F-6
4" 4" FOOTING PLAN F-7
4" 4" FOOTING PLAN F-8
4" FOOTING PLAN CF-1

C/L C/L C/L


C/L C/L
COLUMN
COLUMN COLUMN
COLUMN
COLUMN RING

HARD STARATA
N.G.L. OR UPTO
COLUMN RING COLUMN RING
HARD STARATA

MIN. 5' FROM


N.G.L. OR UPTO

HARD STARATA

HARD STARATA

COLUMN RING
N.G.L. OR UPTO

N.G.L. OR UPTO
MIN. 5' FROM

MIN. 5' FROM

MIN. 5' FROM

#10@5''C/C COLUMN STEEL


COLUMN STEEL COLUMN STEEL B/W AT TOP.
COLUMN STEEL
1'-6"

2'
2'

2'

P.C.C P.C.C
4"

4"
8'-6" P.C.C P.C.C 4'-3" 7'-3" 3'-3"
4"

4"

#10@4''C/C 7'-9" 8'-3" #10@4''C/C


4" B/W AT BOTT. 4" #10@4''C/C #10@4''C/C 4" B/W AT BOTT. 4"
4" B/W AT BOTT. 4" 4" B/W AT BOTT. 4"
FOOTING SECTION F-6 FOOTING SECTION CF-1
AT-(A-A) FOOTING SECTION F-7 FOOTING SECTION F-8 AT-(A-A)
AT-(A-A) AT-(A-A)

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