X:\Drawing 2021 \M/s Baahu Panels PVT. Ltd.

\Structure\
BPS-STR-201-R1 .Dwg
R.C.C. Footing Schedule :-
GENERAL NOTES :-
Footing P.C.C Size Footing Size Depth Reinforcement THIS DRAWING IS THE PROPERTY OF SIJCON AND NOT
Column Remark
INSIDE Type (B' x L') (B x L) (D) Type TO BE COPIED OR USED WITHOUT OUR PERMISSION
Bottom (B/W) Top (B/W)
4-16 TOR
+2-12 TOR
F1 1600 x 1400 1400 x 1200 450 10 TOR @ 115 C/C ---- C1 1. ALL DIMENSIONS ARE TO BE CHECKED AND
8 TOR @ 150 C/C RING CO-RELATED WITH THE ARCHITECTURAL DRAWINGS
FOOTING

70
(1 SET + 1 LINK) F2 1600 x 1600 1400 x 1400 450 10 TOR @ 115 C/C ---- C1-2 NOS. AND ANY AMBIGUITY SHALL BE IMMEDIATELY BROUGHT
AT EXP. JOINT
TO THE NOTICE OF THE ARCHITECT BEFORE
300 Schedule of R.C.C. BEAM:- COMMENCEMENT OF THE WORK.

= =
C/L OF COMP. WALL
230 2. ALL DRAWINGS ARE TO BE READ AND NOT TO BE
Extra Top Rings MEASURED.
Size Top Bottom
At Supp. Remarks.
Type (B x D) Reinf. Reinf. Supp. (L/4) Mid. Supp.
NOTES :-
230 For (L/4)
= = - ALL CONC. MIX-M20 MACHINE MIXED & VIBRATED (U.N.O).
GB1 230 x 450 3 Nos. 12 Tor 3 Nos. 16 Tor 2 Nos. 16 Tor 8 Tor @ 125 C/C 8 Tor @ 175 C/C
- ALL REINFORCEMENT SHOULD BE GRADE OF Fe 500.
OUTSIDE
- CLEAR COVER TO MAIN STEEL 50mm. IN FOOTING,

RCC COLUMN-C1 PLAN 40mm. IN COLUMN , 25mm IN BEAM & 25mm IN R.C.C. WALL.

REFERENCE DRG. :-
- FOR SITE PLAN REFERENCE DRG. NO - GBS-AR-100.
TOP REINF.
300
RING
8 TOR @ 150 C/C
100

GB

D
RING
N.G.L.
INSIDE 3 - 12 TOR

100
BOTTOM REINF.
70 230 LEGENDS :-
100
COLUMN P.C.C. (1:4:8)
IN ELEVATION TOC. TOP OF CONCRETE NGL. NATURAL GROUND LEVEL
100 B 100 FFL. FINISHED FLOOR LEVEL RTL. ROAD TOP LEVEL
FGL. FINISHED GROUND LEVEL GGL. GRADED GROUND LEVEL
RCC COPING-CP1 DETAIL GROUND BEAM-GB1 SECTION FRL. FINISHED ROAD LEVEL CL CENTER LINE
TOS TOP OF SLAB U.N.O UNLESS NOTED OTHERWISE
TOG TOP OF GROUTING Ld DEVELOPMENT LENGTH

C/L OF COMPOUND WALL C/L OF COMPOUND WALL C/L OF COLUMN C/L OF COLUMN REVISIONS :-
CONTINUOUS 4500 C/C (TYPICAL) 4500 4500 CONTINUOUS
NO. DATE REMARKS
255 255
RAZOR WIRE FENCING (TYP.) RAZOR WIRE FENCING (TYP.) R1 06/09/21 Revised drawing as per client comment Rutesh
600

RCC COPING TOP LVL. L-50x50x6mm (TYP.) COPING-CP1 6mm DIA HOLE @ 150 C/C

600

600

600
FOR 12 GAUGE 2-PLY

45°
300

BARBED WIRE FENCING (TYP.) 25mm EXPANSION JOINT

25mm EXPANSION JOINT AT EVERY 45.0Mtr. WITH THERMOCOL
MS L 50 x 50 x 6mm (TYP.) 300

150
AT EVERY 45.0Mtr. GROUTED IN COLUMN
RCC COPING TOP LVL. RCC COPING TOP LVL. RCC COPING TOP LVL.

100

100
2500

12mm GROOVE R.C.C. COPING-CP1

R.C.C. COPING-CP1 R.C.C. COPING-CP1
PRINTS ISSUED :-

300
IN PLASTER 12 X 8 mm GROOVE 12 X 8 mm GROOVE
110 DIA. WEEP 70 230
IN PLASTER IN PLASTER
HOLES (TYP.) e-mail e-mail(R1)
NOS.
RCC COLUMN GFC GFC
185 115 115 115 230 230 DATE 21/08/21 06/09/21
F.G.L./ROAD LVL.
SITE

300
AS/

N.G.L. GB1 GB1 GB1 GB1 GB1 NOS.

INSIDE OUTSIDE INSIDE OUTSIDE DATE
100

EQ. EQ.
RCC COLUMN-C1 RCC COLUMN-C1 NOS.
MIN. 1200 OR
UP TO GOOD SOIL

230mm THK. DATE

COLUMN VERT. REINF. FLY-ASH BLOCK COLUMN VERT. REINF.
COLUMN HORI. RING COLUMN HORI. RING FOR APPROVAL FOR SUPPLIERS
COMPOND WALL ELEVATION (INSIDE)
2500

2500

2500
FOR ADVANCE FOR PEB
230mm THK.
PLASTER LINE FLY-ASH BLOCK
FOR GFC FOR REFERENCE
COLUMN IN
ELEVATION
INSIDE

Worker's
KEY PLAN :-

Quarter
RCC COLUMN-C1 25mm EXPANSION

CANTEEN
A B

Bachelor
& KITCHEN
WEEP HOLE (TYP.)

Quarter
GF
JOINT AT EVERY 45.0Mtr. WITH THERMOCOL

Senior
Staff
(TYP.) 230mm THK.
BRICK WALL
115

C1 C1 C C1 C1 C C1
C/L OF COMP. WALL Future
Admin
Building

6.00 Mtr. Wide Road WeighBridge

B C E E1 E2 F F1 F2 G G1 G2 H1 H1 I1 I2 J J' K M N O Q R S U V W X' Y Z Z1 Z2 Z3 Z4 Z5 Z9

P
L

X
I
W
W W W

W
W W W

W
W W

W
W W

W
W W

W
W W W

W
W W

W
RS1 RS1 RS1 RS1 RS1 RS1 RS1 RS1 RS1
32

ED
ED ED ED ED ED

WEEPHOLE AT CENTRE

W
Unloading Area Dispatch Office
Temple

ED
31

W
20499 30
Sanding Line
115

+ 4.500

W
W
± 0,000 + 1.500

+ 4.500
+ 4.500
+ 2.100 + 2.100 + 2.100 + 2.100

+ 4.500
29 + 4.500

+ 2.100 + 2.100 + 2.100 + 2.100 + 2.100 + 4.500

W
+ 1.500

Jack Beam

ED
ED
28
U.G Tank &
Fire Water Tank

W
W
39900
Glue Storage

OF EACH COLUMN TO
27

Plant Finish Ware House

W
W
26

W
W
Jack Beam Jack Beam Jack Beam Jack Beam Jack Beam Jack Beam
25

W
W
QC Inspection

ED

ED
24

39700 x 32000

W
W

6.00 Mtr. Wide Road

23

DRAIN COLUMN BAY

Free
Free Space Compressor Room TR05 TR06 Toilet Space

W
W
2700 x
3580 x
41170 x 5770 20110 x 5770 6450 x 5650 6450 x 5650 5770
Jack Beam 5770

ED
W

W
ED W W W

W
RS RS RS W W

W
W ED W

W
W W ED W

W
W W ED

W
W W
22

Filter station
W

W
W
21 21

ED

ED
Inferior-quality

Inferior-quality

Inferior-quality

Inferior-quality
A B

board

board

board

board
W
6.00 Mtr. Wide Road

W
Finishedboard B

board B

Finishedboard B

board B
Finished

Finished
4 X rollers

4 X rollers

4 X rollers

4 X rollers
Finished

Finished

Finished

Finished
board A

board A

board A

board A
ED
20 20

machine Position table

Position table

Position table

Position table
Belt dusting

Belt dusting

Belt dusting

Belt dusting
machine

machine

machine
Electronic system 4

Electronic system 4

Electronic system 4

Electronic system 4

D
D

W
W

SCP-2
SCP-1

Future scp Plan

32 piecesmachine
Board

32 piecesmachine
Board

32 piecesmachine
Board

32 piecesmachine
Board
cooling

cooling

cooling

cooling
Canteen

Electronic system 3

Electronic system 3

Electronic system 3

Electronic system 3
19 19

7650 x 5650
TR04

6.00 Mtr. Wide Road

W
W

turnover

turnover

turnover

turnover
255

machine

machine

machine

machine
Board

Board

Board

Board
Tramming

Tramming

Tramming

Tramming
circulation system circulation system

machine

machine

circulation system circulation system

circulation system circulation system

machine

machine

circulation system circulation system

18 18

Roller table

Roller table

Roller table

Roller table
6.00Mtr. Wide Road

machine

machine

machine

machine
Unloading

Unloading

Unloading

Unloading
W

machine Press

machine Press

machine Press

machine Press

W
15770 x 5770
Laboratory

Feeding machine

Feeding machine

Feeding machine

Feeding machine
for workers

for workers

for workers

for workers

for workers

for workers

for workers

for workers
Electronic system 1

Electronic system 1

Electronic system 1

Electronic system 1
6.00 Mtr. Wide Road

Platform

Platform

Platform

Platform

Platform

Platform

Platform

Platform
ED

ED
ED
17 17
Paper holder Paper holder Paper holder Paper holder

Positiontable

table

Positiontable

table
Position

Position
machine
Dusting

Dusting

machine

machine
Dusting

Dusting

machine
W

W
Feeding direction

Feeding direction

Feeding direction

Feeding direction
16'

Electronic system 2

Electronic system 2

Electronic system 2

Electronic system 2
16 16

Impregnator

Impregnator
500

W
W

W
Heating Room, Hydraulic Room & Minifog
15 15

W
W

W
31770 x 5770
14 14 14

SCREENING

W
D
PDB ROOM-2.8X3 mtr.
PDB-09
AIR RECEIVER
Workstation

Workstation
ED

ED
ED
13 13 13

AC PAPER08x24
W

W
W

ROOM
Sediment Chamber

Mtr.
W
RS W W

W
W W W

W
12 12 12
Passage

Tank-5 (100KL)

Tank-4 (100KL)
6.00 Mtr. Wide Road Chip Silo

300mm Wide Drain

W Y Z Z1 Z2 Z3 Z4 Z5 Z9

X
Slope Slope

6.00Mtr. Wide Road

11 11

Tank-6 (100KL)

Tank-3 (100KL)

GLUE TANKS
F.G.L./ROAD LVL. F.G.L./ROAD LVL. F.G.L./ROAD LVL.

RS
6.00 Mtr. Wide Road

Glue Tanks
Slope Slope

Control Room, Office & Toilet

Tank-7 (100KL)

Tank-2 (100KL)
10 10
Store (G + 1)

25980 x 5770

300mm Wide Drain

Slope Slope 16770 x 14770 Mech. Store Electrical Store

6.00 Mtr. Wide Road

Bottom Of Eaves 10000 x 20000 10000 x 20000

Tank-8 (100KL)

Tank-1 (100KL)

UP
+10.00Mtr. Level Bottom Of Eaves Bottom Of Eaves

ED
9 9 Lift +10.00Mtr. Level+10.00Mtr. Level

4500 C/C (TYPICAL)

D1

Open Store Area

W
CONTINUOUS CONTINUOUS
8

4500 4500

TR03 (Refiner)
7650 x 5650

6.00 Mtr. Wide Road

W
7

7650 x 5650
TR02
W

6.00Mtr. Wide Road

6

W
7650 x 5650
TR01

RS1
W

RS1
ED

D1
5

Up
D1
REJECT SILO
W

FILTER

RS2
Transformer & LT Room

W
6.00 x 6.00

Up
4

H.T Panel Room

23710 x 5770
Fuel Shed Chipper Shed - 1

ED
27.77 x 50.58

D
Bottom Of Eaves +10.00Mtr. Level

W
Room
3 6.12 x 10.36

Boiler Deaerator Tank

D1

Road
W
D1

W
Filter station
W

Mtr. Wide
AS PER SITE

AS PER SITE

AS PER SITE
2

RS

W
W RS

W
1

Trimming silo

6.00
B C E E1' E2' E3'

MEE With ZLD

Raw Material Storage 6.00 Mtr. Wide Road ETP + STP

28000 Sq. Mtr.

6.00 Mtr. Wide Road

OUTSIDE
6.00 Mtr. Wide Road

TYPICAL COMPOUND WALL PLAN GROUND BEAM GROUND BEAM GROUND BEAM

350
450

450
GB1 GB1 GB1

Peeling Shed

6.00 Mtr. Wide Road

6.00 Mtr. Wide Road

CHAIN LINK FENCING CABLE TRENCH 1250 x 1400
Building Control Line

CABLE TRENCH 1250 x 1400

F8

90 LB Rail

90 LB Rail

F7
C10

CABLE TRENCH 950 x 500

CHAIN LINK FENCING
150Ø HDPE
SLOPE 1:200Pipe

N.G.L. N.G.L. N.G.L.

SUMP
2250X2250
OIL

COMP. WALL
CABLE TRENCH 450 x 450

CABLE TRENCH 950 x 500

W
V

V
PROJECTOR
W

W.C

5'x4'

W.C

6'x5'
W.C
CABLE TRENCH 450 x 450

CONFRENCE TABLE (12ft x 3ft)

75000
W
V

W
7'-8" x 9'
URINAL
V

12'x18'
V
COMP. WALL
CABLE TRENCH 450 x 450

PANTRY
7' x 9'
W

ENTRY
D
Ø100 MM
HUME PIPE
RCC

W
D
WORK STATION (4' x 2' x 2.5')
W

WeighBridge

WeighBridge
METERING KIOSK

(4' x 2')
W

W
WITH ABT METER

CHAIN LINK FENCING

(4' x 2')
W

W
(4' x 2')

(8' xTABLE

(15' x 10')
3')
12 MTR. HEIGHT

CONFERENCE
6'-7"x 8'
LA (AIR TERMINAL)-TYP.
LIGHTING POLE WITH

W
(4' x 2')
COMP. WALL

D
10'x13'

10'x13'
W

W
SR.MANAGER
(5' x 2') TABLE 2') TABLE
M.Dx SIR
(5'

WICKET GATE

W
W

Security Office
100

100

100
CLIENT:-

100

100
P.C.C.(1:4:8) P.C.C.(1:4:8)
BAAHU PANEL PVT. LTD.
MIN. 1200 OR UP TO GOOD SOIL

MIN. 1200 OR UP TO GOOD SOIL

P.C.C. LINE(TYP.) INSIDE VILLAGE - SHEERPURA
FOOTING LINE(TYP.) 25mm EXPANSION RCC FOOTING-F1 RCC FOOTING-F2 TALUKA - SAVALI
RCC COLUMN(TYP.) JOINT AT EVERY 45.0Mtr. WITH THERMOCOL
A B DISTRICT - VADODARA (GUJARAT)
F1 F2 F1
F1 ARCHITECT & ENGINEERING CONSULTANT:-

450 TYP. 450 TYP. 450 TYP. CONSULTANTS Pvt. Ltd.

D

D
230
1400

1400

25, Raopura Society, B/h. Memnagar Fire Station, Navrangpura,

185

TYP.

TYP.
1285

150

150
==
115

Ahmedabad - 380 009. Gujarat, INDIA

C1 C1 C C1 C1 C C1 Phone : +91-79-27911205, 27911017
C/L OF COMP. WALL
100

100
E-mail : ho@sijcon.com Website : www.sijcon.com
GB1 GB1 GB1 GB1 GB1
115
115

BOTTOM REINF. 100mm THK. BOTTOM REINF. 100mm THK.

115

1200
572.5 255 572.5 P.C.C.(1:4:8) P.C.C.(1:4:8)
RCC COLUMN = = BOTHWAYS BOTHWAYS COMPOUND WALL
(TYP.) 1400 100 1400 x 1200 100 100 1400 X 1400 100
A B
DRG. NO. : BPS-STR-201-R1
CONTINUOUS 4500 C/C (TYPICAL) 4500 4500 CONTINUOUS SECTION: A-A SECTION: B-B SECTION: C-C
TITLE : FOUNDATION PLAN & DETAIL
OUTSIDE
SCALE : 1 : 75 SHEET : 1 0F 1
FOUNDATION PLAN
DRAWN BY : Rutesh N
CHECKED BY :

W
J.Rajput

N
E
N
DESIGN ENGR.: J.Rajput W E

SW

SE
DATE : 21/08/2021 S

N.G.L As Per Existing Profile Of Ground REV. NO. R0 R1