plinth beam details
DESCRIPTION
pLINTHcONCRETEdESIGNTRANSCRIPT
-
9M WIDE R O A DGATE
COLUMN LOCATION FOUNDATION PLAN
34
5
67
8
9
1011
P2
PC1
P2
P2P2
PC1
P2
P2P2
PC1
P2
P2P2
PC1
P2
P2P2
PC1
P2
P2P2
PC1
P2
P2P2
PC1
PC3
P1 P1
PC3
P1 P1
PC3
P1 P1
PC3
P
1
P
1
P
C
2
P
1
P
1
P
C
2
P
1
P
1
P
C
2
P
1
P
1
P
C
2
P
1
P
1
P
C
2
C1
C1 C1
C1
C2
C2
C2
C2C2
C2
C3
C3 C3C3
C3
C3C3C3
C3
6
0
0
EXT. G. LV.
5
0
0
MAIN BAR
CUT OFF LV.
O
TYPICAL DETS OF
UNDER - REAMED PILE
45
B
U
C
K
E
T
L
E
N
G
T
H
300
D
(
D
E
T
H
O
F
P
I
L
E
)
9
0
0
600
6 0 @ 225 C/C
C OF COL.L
600
7
5
2
5
0
7
5
PLAN
4504507575250
7
5
7
5
2
6
0
2
5
0
7575 250
1400
1
2
8
0
Q
5
2
0
LC OF COL.
Q
C OF PILE
SECTION Q - Q
900
L
75 TH F.B.S100 TH LOCAL SAND FILLING
6
0
0
DET. OF PC1
6
0
0
C OF COL.
7
5
7
5
L
751400
250 75
3
0
0
7
5
7
5
75
250 45075 450 LC OF COL.
3
0
0
600S S
3 - 6 0 (TYP.)
600
3 - 6 0 (TYP.)
2
0
0
75
s
L
450
5075
r
900
SECTION S - S
450
100 TH LOCALSAND FILLING
75 TH P.C.C (1:4:8)75 TH F.B.S
D
C OF PILE
PLAN
DET. OF PC2
6
0
0
C OF COL.
7
5
7
5
L
751400
250 75
3
0
0
7
5
7
5
75
250 45075 450 LC OF COL.
3
0
0
600M M
DOWEL BAR
3 - 6 0 (TYP.)
600
3 - 6 0 (TYP.)
2
0
0
75
s
L
450
5075
r
900
SECTION M - M
450
100 TH LOCALSAND FILLING
75 TH P.C.C (1:4:8)75 TH F.B.S
D
C OF PILE
PLAN
DET. OF PC3
COLUMNS SCHEDULE
LAY - OUT & FOUNDATION DETAILS
STEEL
SMARKEDPILE CAPNO.OF
COL.
DEPTHNO. &
CAP (D)OF ILE
OF PILETYPE
SCHEDULE OF PILE CAP
rCOLUMN MARKED
P1
P2
MARKED RINGS
LV. (M)
6.0
6.0 5 -10 Tor
5 -10 Tor
2
2
600
600
300
300
DEPTH (D)
CUT - OFFFROM
STEELU/R(MM)DIA U/R DIA
SCHEDULE OF PILE
NO. OF
6 0 @ 225 C/C
6 0 @ 225 C/C
(MM)
TOTAL NO. OF PILE = 70
2P1PC1 500C1 4 8-12 Tor @ 175 C/C
2P2PC2 575 8 -12 Tor 12 -12 Tor@130 C/C6C2
4 -12 Tor
3P1PC3 600 10 -12 Tor 12 -12 Tor@130 C/C10C3
P2
P2P2
PC1
AG/NOD/HD/HB/001/SP1
PROJECT:-
SHEET NO.:-
SHEET TITLE:-
CHECKED BY :
DRAWN BY :
???????????????????????
NOTES:-S. NO. DESCRIPTION
1- DRAWING AND DIMENSIONS ARE ONLY TO BE READ AND NOT SCALED.
2-
3-
4-
THIS DRAWING SHALL BE READ IN CONJUNCTION WITH RELEVANTARCHITECTURAL, STRUCTURAL, AND SERVICES DRAWINGS, INPARTICULAR DRG. NO......................
5-
ANY REPRESENTATION OR PUBLICATION PRIOR INFORMATION SHALL BESUBJECTED TO THE VIOLATION OF COPYWRITE ACT.PRIOR INFORMATION SHALLBE SUBJECTED TO THE VIOLATION OF COPYWRITE ACT.
ANY DISCREPANCY BETWEEN THE ARCHITECTURAL/STRUCTURAL OR SERVICESDRAWINGS MUST BE BROUGHT TO THE ATTENTION OF THE REPL.
THIS DRG. IS PROPERTY OF THE REPL. 6-
DRAFTED FOR COMMENTS ONLY:-
NO. DATE REVISIONS / ADDITIONS
DATE : 20-OCT.-2014
DESCRIPTION
UNLESS OTHERWISE MENTIONED, ALL DIMENSIONS ARE GIVEN IN MM
RESIDENTIAL BUILDING AT- GUJARAT
NITISH KR. SHAKYA
COLUMN LOCATION FOUNDATION PLAN
9" TH.INTERNAL WALL
13?"
18"
9"
28"
N. GR. LEVEL
PLINTH LEVEL
22?"
A B C D E F G H J K L
12
34
5
67
8
9
10
11
I
AG/NOD/HD/HB/001/SP1
PROJECT:-
SHEET NO.:-
SHEET TITLE:-
CHECKED BY :
DRAWN BY :
????????????????????????????????????????????? ?????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????? ??????????????????????????????????????
???????????????????????
NOTES:-S. NO. DESCRIPTION
1- DRAWING AND DIMENSIONS ARE ONLY TO BE READ AND NOT SCALED.
2-
3-
4-
THIS DRAWING SHALL BE READ IN CONJUNCTION WITH RELEVANTARCHITECTURAL, STRUCTURAL, AND SERVICES DRAWINGS, INPARTICULAR DRG. NO......................
5-
ANY REPRESENTATION OR PUBLICATION PRIOR INFORMATION SHALL BESUBJECTED TO THE VIOLATION OF COPYWRITE ACT.PRIOR INFORMATION SHALLBE SUBJECTED TO THE VIOLATION OF COPYWRITE ACT.
ANY DISCREPANCY BETWEEN THE ARCHITECTURAL/STRUCTURAL OR SERVICESDRAWINGS MUST BE BROUGHT TO THE ATTENTION OF THE REPL.
THIS DRG. IS PROPERTY OF THE REPL. 6-
DRAFTED FOR COMMENTS ONLY:-
NO. DATE REVISIONS / ADDITIONS
DATE : 20-OCT.-2014
DESCRIPTION
UNLESS OTHERWISE MENTIONED, ALL DIMENSIONS ARE GIVEN IN MM
??????????
RESIDENTIAL BUILDING AT- GUJARAT
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