NOTES :

1. ALL DIMENSIONS ARE IN MM UNLESS

OTHERWISE SPECIFIED.
2.CONCRETE GRADE SHALL BE M25
CONFORMING TO IS: 456-2000.
3. MINIMUM COVER COVER TO
BASE PLATE 200 X 200 REINFORCEMENT FOR
a) FOOTING = 50MM
b) COLUMN = 40MM
4. MINIMUM GRADE OF REINFORCEMENT
BARS SHALL BE
"FE 500' CONFORMING IS: 1786 - 1984.
5. FOUNDATION BOLT PROVIDED BY AZURE.

FOR CONSTRUCTION PURPOSE ONLY

NOTES :-

1. PCC :- M10 -1 : 3 : 6
RCC :- M25 - 1 : 1: 2 AS PER IS 456: 2000
2. PLASTER MORTAR :- 1 : 5
3. CEMENT SHALL BE MIN. OPC 53 GRADE OF
ACC/ULTRATECH MAKE OR APPROVED BY
PROJECT MANAGER AT SITE .

LEGEND:
1. GL = GROUND LEVEL
NGL 2. DB = DISTRUBUTION BOX
C4
3. EL = ELEVATION
C3

4. GL = GROUND LEVEL
5. NGL = NATURAL GROUND LEVEL
PCC 1:2:4 6 . BF = BOTH FACE
7. C/C =CENTER TO CENTER
A
C1 C2
A
8. FDN = FOUNDATION
DETAILS OF
FOUNDATION BOLT
LOCK NUT
STD NUT
STD WASHER

BASE PLATE

1. SIZE - 16 MM DIA
2. TOTAL LENGTH - 850 MM
3. NO OF BOLTS - 4 NOS/PEDESTAL
DATE FOR APPROVAL
REVISION HISTORY
PROJECT TITLE :

FOUNDATION PLAN AT EL(-)1500MM LVL 4 NOS BOLT 16 MM 850 MM LG

(Ref. manufacture struc. detail dwg.) CLIENT :
Y12-8 NOS Y12-8 NOS

Y8@150C/C Y8@150C/C
NGL NOS NGL NOS CONSULTANT :
COLUMN SHEDULE
SIZE .5 X .5
FOUNDATION
MIX. M25
TO FIRST
FLOOR 8nos@
REINF.
12 MM
EPC CONTRACTOR:
C4

MID 8 MM
SPAN
@150C/C
STIRRUPS END 8 MM
REGION @150C/C

STIRRUPS
F2 Y10@250 c/c F1 ARRANGEMENT

in both side DRAWING TITLE :

(x,z) C1 ,C2
COLUMN NAME ,C3,C4

Y10@200 c/c NUMBER OF

COLUMN
PCC 1:3:6 DRAWING NO. :
FOOTING SHEDULE

FOOTING DIEMENSIONS REINF. SITE CO-ORDINATE.:

NAME D
A B C E X DIRN. Z DIRN.
SECTION - AA HEEL SHEET NO. 1 OF 1 SCALE N.T.S.
Y10@250C/C Y10@250C/C

F1 1.2 2.2 350 .3 TOP

Y10@200C/C
BOTTOM
TOP
Y10@200C/C
BOTTOM
DRAWN R.M. PAPER SIZE A0
Y10@250C/C Y10@250C/C CHECKED M.A. REV NO. R0
F2 1.2 2.2 350 .3 TOP
Y10@200C/C
BOTTOM
TOP
Y10@200C/C
BOTTOM APPROVED DATE 03.03.2022