A-03 July 2026
PROJECT NAME & ADDRESS :
NICCA BANGLADESH CO. LTD.
Plot No. C6 of Bangladesh Special Economic Zone, Sonpara,
Panchrukni, Rupganj Araihazar, Narayanganj-1460, Bangladesh.
OCCUPANCY TYPE :
(G2) INDUSTRIAL BUILDING
OWNER'S NAME & ADDRESS :
ARCHITECT :
Syeda Saikha Sudah
B.Arch, MIAB # S-126
Address :
8/2 (1st Floor), Block-D, Lalmatia,
Dhaka.
Cell no. 01713-039777, 01818-831890.
ENGINEER (STRUCTURAL) :
Sadeka Badiozzaman
Ananti Shirazum (IAB-AS 474)
ASSOCIATE ARCHITECT :
Md Golam Rabbee
MIEB Reg. No. : 38883
NICCA BANGLADESH CO. LTD.
Address :
Plot No. C6 of Bangladesh Special
Economic Zone (BSEZ), Sonpara,
Panchrukni via Rupganj Araihazar,
Narayanganj-1460, Bangladesh.
NOTES:
COPYRIGHTS:
This note is valid for the drawings related To this project:
1. please do not scale from the drawings.
2. contractors & the sub contractor are to verify all dimensions at site.
3.the contractor is to notify the consultant about any discrepancies/differences contained in the drawing
(in relation to other drawings) before beginning work.
Drawings and specifications as instruments of service are and shall remain the property of architect/consultant/firm whether
the project for which they are made is executed or not. They are not to be used on other project or extensions to the project
except by written agreement and with appropriate professional fee to the architect.
(Article -7, Condition for agreement of Architects Section -3 IAB. rules and regulation)
DRAWING TITLE
DWN NO : DATE :
PRINCIPLE ARCHITECT :
Ar. Sharif Uddin Ahmmed
A-137 (MIAB)
SIGNATURE :
SIGNATURE :
SIGNATURE :
GUARD ROOM
UTILITY BUILDING PUMP ROOM
APPROVAL DRAWING
(ARCHITECTURAL)
ELEV
2
ELEV
1
ELEV
3
3500
1
6600
2900
3700
8750
2900 2150
2
3700
FLOOR FIN :
CERAMIC TILE 200x200
FLOOR FIN :
CERAMIC TILE
300x300
C
B
A
N
FLOOR PLAN
SCALE 1 : 100
SEC
A - A
ELEV
A
ELEV
C
SEC
B - B
ELEV
B
SECURITY OFFICE
SL
FL -10~-30
-100
PRAY ROOM
SL
FL ±0.0
-50
TOILET
FLOOR FIN :
CERAMIC TILE
300x300
INSIDE OUTSIDE
1070 2580 CH +2400
CH -
900 376 313
1575
2500 1125
800
R1500
FL±0.00=PL+6533
1695
75 75 525
75
1500
ELEV
D
SL
FL ±0.0
-50
CERAMIC ON
RC COUNTER
300x300
H=1000
GRANITE COUNTER H=750
FENCE
OPEN DITCH
W/CONCRETE COVER
PL +6373
DS :
PVC PIPE Ø100
W/ GALV. STEEL @1200
DS :
PVC PIPE Ø100
W/ GALV. STEEL @1200
GATE
ROOF LINE
(ABOVE)
VENTCAP
ABOVE
GENERATOR
SECTION A-A OF UTILITY BUILDING
7250 5000
5000
12250
15300
1 2 3 4
3050
3
100
WALL OPENING Ø600
PUMP
ROOM
FL±00
LV
MDB
3
100
ROOF :
ZINCALUME METAL SHEET, t=0.5
ROOF CONCRETE
2400
4000 4500
8500
1200 1900
200
NET FENCE,
H=2000
4200
500
CEMENTIOUS
WATERPROOFING
FL-3150
GRAVEL GRAVEL
50
FL±0.0
2ND FL.
1FL+4000
1ST FL.
FL±0.0
BOTTOM OF STEEL BEAM
1FL+8500
2780
1FL+3500
3500
BOTTOM OF STEEL BEAM
3
100
5
1
75
EPOXY t=4.0mm
WATERPROOFING
WALL OPENING Ø600
OPENING 1/2Ø150
OPENING Ø150
ROOF :
ZINC ALUME METAL SHEET, t=0.5
POLYURETHANE PAINT
T=0.5mm
FL+90
2ND FL.
1FL+4000
BRICK H=100mm
SCALE - 1 : 100
7500 7500
15000
C B A
4000 4500
8500
2ND FL.
1FL+4000
1ST FL.
FL±0.0
BOTTOM OF STEEL BEAM
1FL+8500
ELEVATION -3 OF OF UTILITY BUILDING
EAP ON
PLASTER BRICK WALL
EAP ON
CONCRETE
WALL OPENING
(FOR M/E)
1000x1000
WALL OPENING
(FOR M/E)
900x900
EAP ON
PLASTER BRICK WALL
SCALE - 1 : 100
7250 5000
5000
12250
15300
2ND FLOOR PLAN OF UTILITY BUILDING
7500 7500
15000
A
1 2 3 4
B
C
3050
DN LV MDB
1FL+4000
EHV VCB
1FL+4000
MH
MH
3/100
1/75
3/100
2800 4700
5
ME
RAIN HOOD
(ABOVE)
ME
RAIN HOOD
(ABOVE)
ME
RAIN HOOD
(ABOVE)
ME
RAIN HOOD
(ABOVE)
3750
DSØ114
RDØ114
RDØ114 DSØ100
2000 5500
3750 7500
GUTTER
RDØ114
POLYURETHAN PAINT
T=2mm FLOOR OPENING
FLOOR OPENING
SCALE - 1 : 100 N
7250 5000
5000
12250
15300
1 2 3 4
3050
5
3
100
3
100
2400
4000 4500
8500
NET FENCE,
H=2000
2ND FL.
1FL+4000
1ST FL.
FL±0.0
BOTTOM OF STEEL BEAM
1FL+8500
1FL+3500
3500
BOTTOM OF STEEL BEAM
3
100
500
ELEVATION -2 OF UTILITY BUILDING
1
75
EAP ON
PLASTER BRICK WALL
WALL OPENING
(FOR M/E)
900x900
Ø100mm
OPENING
Ø100mm
OPENING
SCALE - 1 : 100
ELEVATION - 1
SCALE 1 : 100
1 2
2850
425
DOOR
W:2000 425
B A
4850
EAP ON
PLASTER
BRICK
WALL
DS
Ø114
ROOF :
ZINCALUME METAL SHEET
ROOF :
ZINCALUME METAL SHEET
EAP ON PLASTER
BRICK WALL
180 H:2500
FL±00
FL+4000
FL±00
4000
ELEVATION - 2
SCALE 1 : 100
FL+4000
STEEL DOOR
W/LOUVER 1m2
4000
7500 7500
15000
2800 4700
C B A
4000 4500
8500
NET FENCE,
H=2000
2ND FL.
1FL+4000
1ST FL.
FL±0.0
BOTTOM OF STEEL BEAM
1FL+8500
1FL+3500
3500
BOTTOM OF STEEL BEAM
500
ELEVATION -1 OF UTILITY BUILDING
WALL OPENING
(FOR M/E)
1000x1000
WALL OPENING
(FOR M/E)
900x900
SCALE - 1 : 100
EAP ON
PLASTER BRICK WALL
7250 5000
5000
12250
15300
1 2 3 4
3050
5
3 100
3
100
2400
4000 4500
8500
NET FENCE,
H=2000
2ND FL.
1FL+4000
1ST FL.
FL±0.0
BOTTOM OF STEEL BEAM
1FL+8500
1FL+3500
3500
BOTTOM OF STEEL BEAM
3
100
500
ELEVATION -4 OF UTILITY BUILDING
EAP ON
PLASTER BRICK WALL
EAP ON
CONCRETE 1
75
STEEL DOOR
SCALE - 1 : 100
GENERATOR
7250 5000
5000
12250
15300
1ST FLOOR PLAN OF UTILITY BUILDING
7500 7500
15000
3750
50
7500
6850
7250
420 420
A
1 2 3 4
B
C
LADDER
SUS
OPENING
2800x2000
WALL
OPENING
Ø600
3050
3350
400
3350
400
400 3350 3350
400 420
LADDER
SUS
PUMP
ROOM
FL ±0.00
TRANSFORMER
TRANSFORMER
UP
NET FENCE,
H=2000
SEC-AA
B-01
GRAVEL
GRAVEL
WALL
OPENING
Ø600
ROOF ABOVE
6850 420 420
2785 290
2000
FL±0.0
FL±0.0
FL±0.0
FL±0.0
DIKE,
H=100
SLOPE 1/300
DISCHARGE
TO OUTSIDE
DISCHARGE TO OUTSIDE
2800 4700
5 ELEV-2
B-02
ELEV-4
B-02
ELEV -1
B-02
ELEV-3
B-02
DS
Ø114
DSØ100
DSØ100
DSØ100
DSØ114
WALL OPENING
Ø600
3675 3700
HANDRAIL
75
3750
3050 200
FL+90
SCALE - 1 : 100
N
ROOF PLAN OF UTILITY BUILDING
SCALE - 1 : 100
N
5000
12250
15300
7500 7500
15000
A
1 2 3 4
B
3050
5
3/100
3/100
1/75 3/100
RD
RD
RD
UNDER GROUND PLAN
1 2
3050
3750
7500
3750
2785 420 290
WALL
OPENING
Ø600
SUMP PIT
1000x800x800D
CAP. 640L
3535 290 290 3510 290
B
C
FL-3150
1000
800
SCALE - 1 : 100 N
3
100
B A
4850
WATER LEVEL
MH
Ø600mm
ROOF :
ZINCALUME METAL SHEET
W/INSULATION
4000
CEMENTITIOUS
WATERPROOFING
SECTION - A
SCALE 1 : 100
PUMP
ROOM
FL±00
DS Ø114
GUTTER
FL±00
FL-1800
1800
700 1100
FL+4000
T.O. RC COLUMN
EAP ON
PLASTER
BRICK
WALL
CAP.16m3
DR-16
Ⅱ
MH
Ø600mm
1 2
2850
DS Ø114
ROOF :
ZINCALUME METAL SHEET
EAP ON
PLASTER
BRICK WALL
ELEVATION - 3
SCALE 1 : 100
4000
FL±00
FL-1800
1800
700 1100
FL+4000
T.O. RC COLUMN
WATER LEVEL
PUMP
ROOM
FL±00
SECTION - B
SCALE 1 : 100
ROOF :
ZINCALUME METAL SHEET
W/INSULATION
WATERPROOFING
FASCIA
HOOD
485x485
HOOD
485x485
FL+4000
1 2
2850
CAP.16m3
MH
Ø600mm
FL±00 4000
FLOOR PLAN
SCALE 1 : 100
ROOF PLAN
SCALE 1 : 100
FLASHING
A
B
A
3850
4850
500 500
525
DOOR
W:1800
525
PUMP
ROOM
MH
FL+200
MH
1 2
2850
B
A
4850
1 2
2850 DSØ114
3/100
SLOPE
GUTTER
B
HOOD
485x485
B
A
4850
1
2850
2
PIT PLAN
SCALE 1 : 100
PIT
500x500x500
FL-1800
CAP.16m3
N N N
SUS LADDER PRESSURE TANK
24L - 10BAR
YK
RC ROOF :
URETHANE PAINT
WATERPROOFING
t=0.50mm
ON RC SLAB
3500
1
6600
2
C
B
A
ROOF PLAN
SCALE 1 : 100
SEC
B - B
1/75
2900 3700
1500
1000
1/75
OVERFLOW SS PIPE
Ø50
OVERFLOW SS PIPE
Ø50
RD
Ø100
RD
Ø100
FL+2995 FL+3050
ROOF GUTTER
W.300
N
3700
6600
2900
C B A
SECTION B-B
SCALE 1 : 100
TOILET
SECURITY
CHECK
PRAY
ROOM
3400
1000
1000
2150
1500
RC ROOF :
URETHANE PAINT
WATER PROOFING ON RC SLAB
CEILING :
T-BAR H-2400
CEILING :
EP ON TOUCH UP
CONCRETE
3400
3500
2 1
1000 1400
SECTION A-A
SCALE 1 : 100
FLOOR FIN :
CERAMIC TILE 300x300
SECURITY OFFICE
750
2500 900
600
1/75
1700
KIN LONG KIN LONG KIN LONG KIN LONG
GB
150mm DOWN HUNG WALL
RC ROOF :
URETHANE PAINT
WATERP ROOFING ON RC SLAB
GRANITE COUNTER
H=750
CEILING :
T-BAR H-2400
RD Ø100
DS :
PVC PIPE Ø100
W/ GALV. STEEL @1200
FL+2995 FL+3050
2500
3700
6600
2900
C B A
ELEVATION -A
SCALE 1 : 100
900
3400
1000
1500
WALL :
EAP ON SKIMCOAT CRACK JOINT EAP ON SKIMCOAT
BRICK WALL
KIN LONG KIN LONG KIN LONG KIN LONG
3500
2 1
ELEVATION -C
SCALE 1 : 100
2500 900
3400
1000
WALL :
EAP ON SKIMCOAT
FENCE
CRACK JOINT
3700
6600
2900
2500
C B A
ELEVATION -B
SCALE 1 : 100
900
3400
1500
WALL :
EAP ON SKIMCOAT
DS :
PVC PIPE Ø100
W/ GALV. STEEL @1200
DS :
PVC PIPE Ø100
W/ GALV. STEEL @1200
CRACK JOINT
OVER FLOW
50x50
OVER FLOW
50x50
ME
OPNEING
ME
OPNEING
3500
2 1
2500 900
3400
1000
ELEVATION -D
SCALE 1 : 100
ME OPENING
WALL :
EAP ON SKIMCOAT
FENCE
CRACK JOINT
A-02 July 2026
PROJECT NAME & ADDRESS :
NICCA BANGLADESH CO. LTD.
Plot No. C6 of Bangladesh Special Economic Zone, Sonpara,
Panchrukni, Rupganj Araihazar, Narayanganj-1460, Bangladesh.
OCCUPANCY TYPE :
(G2) INDUSTRIAL BUILDING
OWNER'S NAME & ADDRESS :
ARCHITECT :
Syeda Saikha Sudah
B.Arch, MIAB # S-126
Address :
8/2 (1st Floor), Block-D, Lalmatia,
Dhaka.
Cell no. 01713-039777, 01818-831890.
ENGINEER (STRUCTURAL) :
Sadeka Badiozzaman
Ananti Shirazum (IAB-AS 474)
ASSOCIATE ARCHITECT :
Md Golam Rabbee
MIEB Reg. No. : 38883
NICCA BANGLADESH CO. LTD.
Address :
Plot No. C6 of Bangladesh Special
Economic Zone (BSEZ), Sonpara,
Panchrukni via Rupganj Araihazar,
Narayanganj-1460, Bangladesh.
NOTES:
COPYRIGHTS:
This note is valid for the drawings related To this project:
1. please do not scale from the drawings.
2. contractors & the sub contractor are to verify all dimensions at site.
3.the contractor is to notify the consultant about any discrepancies/differences contained in the drawing
(in relation to other drawings) before beginning work.
Drawings and specifications as instruments of service are and shall remain the property of architect/consultant/firm whether
the project for which they are made is executed or not. They are not to be used on other project or extensions to the project
except by written agreement and with appropriate professional fee to the architect.
(Article -7, Condition for agreement of Architects Section -3 IAB. rules and regulation)
DRAWING TITLE
DWN NO : DATE :
PRINCIPLE ARCHITECT :
Ar. Sharif Uddin Ahmmed
A-137 (MIAB)
SIGNATURE :
SIGNATURE :
SIGNATURE :
WAREHOUSE
APPROVAL DRAWING
(ARCHITECTURAL)
6150
6
12300
70500
12300 12300
6150 6150 6150 6150 6150
9000
6150 6150
3 1
ELEVATION B - B
SCALE 1 : 200
2
12300
6150
7
6150
12300
4 5
6150
6
12300
70500
12300 12300
6150 6150 6150 6150 6150
9000
6150 6150
3 1
ELEVATION D - D
SCALE 1 : 200
2
12300
6150
7
6150
12300
4 5
8500
100 6850
TO. RC BEAM
1FL+6.850
1ST FLOOR
FL±0.00
GL±0.00
2ND FLOOR
1FL+4.000
4000 2850 1675
100
5000
1ST FLOOR
FL±0.00
GL±0.00
2ND FLOOR
1FL+4.000
4000 2850
1675
FL+5.000
6850
TO. WALL
1FL+8.525
KIN LONG KIN LONG
MAINTENANCE
LADDER
STEEL
CANOPY
STEEL CANOPY
ALUM WINDOW
VENT CAP.
150Ø
WALL OPENING
900x900
(FOR M&E)
WALL OPENING (FOR
M&E)
950x950
8525
ROOF FAN
(ME SCOPE)
ROOF FAN
(ME SCOPE)
STEEL CANOPY
JOINT LINE
STRUCTURE BRACE
METAL WALL
FRP WALL LIGHT
H=1000mm
WALL OPENING
900x900
(FOR M&E)
EAP ON MORTAR
W/CRACK JOINT
WALL OPENING (FOR
M&E)
WALL OPENING (FOR
M&E)
950x950
OPENING
FOR ME
FRP WALL LIGHT,
H=1000
SECTION 1 - 1
SCALE 1 : 200
B
6100
A
19000
57900
19900 19000
6800 6100 6650 6600 6650 6100 6800 6100
C D
6100
19000
57900
19900 19000
6800 6100 6650 6600 6650 6100 6800 6100
SECTION 2 - 2
SCALE 1 : 200
6100
19000
57900
19900 19000
6800 6100 6650 6600 6650 6100 6800 6100
SECTION 3 - 3
SCALE 1 : 200
100
6622 228
6850
TO. RC BEAM
FL+6.622
1ST FLOOR
FL±0.00
GL±0.00
3/100 3/100
3/100 3/100
3/100 3/100
1/75
100 6850
BO. STEEL
FL+6.850
1ST FLOOR
FL±0.00
GL±0.00
FLAMMABLE CHEMICAL
WAREHOUSE (J2)
MAIN WAREHOUSE
(H1)
MAIN WAREHOUSE
(H1)
MAIN WAREHOUSE
(H1)
METAL ROOF RC ROOF
METAL ROOF
METAL ROOF
B A C D
B A C D
HOOD
ROOF FAN
(ME SCOPE)
3500
2400
100 6850
TO. STEEL
FL+7.558
GL±0.00
1ST FLOOR
FL±0.00
7558
708
FL+6.850
TO. RC
COLUMN
BO. STEEL
100 6850
TO. STEEL
FL+7.558
GL±0.00
1ST FLOOR
FL±0.00
7558
708
FL+6.850
TO. RC
COLUMN
BO. STEEL
100 6850
TO. STEEL
FL+7.558
GL±0.00
1ST FLOOR
FL±0.00
7558
708
FL+6.850
TO. RC
COLUMN
BO. STEEL
100 6850
TO. STEEL
FL+7.558
GL±0.00
1ST FLOOR
FL±0.00
7558
708
FL+6.850
TO. RC
COLUMN
BO. STEEL
SUB WAREHOUSE
6850
ROOF PLAN OF WAREHOUSE
SCALE - 1 : 200
N
12300 12300
61500
7
6150
12300 12300 12300
6 5 4 3 2
6150 6150 6150 6150 6150 6150 6150 6150 6150
9000
1
19000 19900 19000
57900
A
B
C
6100 6100 6800 6100
D
6800 6100 6600 6650 6650
70500
3300 3300
61500
6150 6150 6150 6150 6150 6150 6150 6150 6150 6150
8500
57900
12900 6100 6800 6100 6100 6600 6650 6650
ROOF:
ASPHALT WATERPROOFING +
TOPPING CONCRETE
ROOF FAN (ME SCOPE)
4 NOS
ROOF: ZINC ALLOY ALUMINUM COATED
RIBBED METAL SHEET t=O.5mm
H=(min) 65mm,
GLASS WOOL INSULATION t=50mm (16kg/m ³ )
WITH ALM. FOIL SHEET +
GALVANIZED STEEL WIRE MESH
SEC
1 - 1
SEC
2 - 2
SEC
3 - 3
SEC
4 - 4
ELEV
D - D
ELEV
C - C
ELEV
A - A
ELEV
B - B
ROOF: ZINC ALLOY METAL SHEET
SLOPE 3/100
SLOPE 3/100
SLOPE 3/100
RC. ROOF
SLOPE
3/100
ROOF: ZINC
ALLOY METAL SHEET
SLOPE
1/75
SLOPE 6.7/100
SLOPE 6.7/100
FLASHING
SLOPE 3/100
SLOPE 6.7/100
FLASHING
RD RD RD RD RD RD RD
RD RD RD RD RD RD
RD
RD
RD
6150
24600 18450 6150
6150 6150 6150 6150 6150
6150 6150
6150
19000 19900 19000
57900
A
B
C
6100 6100 6800 6100
D
6800 6100 6600 6650 6650
PANTRY
CANOPY BELOW
6100 6800
12900
MULTI-PURPOSE
ROOM
MEETING ROOM
PRAY ROOM
2400
8500
CANOPY BELOW CANOPY BELOW
RD Ø168
RD Ø168
RD
Ø75
RDØ220
DSØ220 RDØ220
DSØ220 DSØ220 DSØ220 DSØ220 DSØ220
DSØ220 DSØ220 DSØ220 DSØ220 DSØ220 DSØ220
DSØ220
1FL+4000 =
2FL±0.00
MAINTENANCE
LADDER
12300 12300
61500
7
12300 12300 12300
6 5 4 3 2
9000
1
70500
9000
70500
ROOF GUTTER
500
8800
12900
4100
6150 6150 6150 6150 6150 6150 6150 6150 6150 6150
45000
VOID
VOID VOID
VOID
N SCALE - 1 : 200
2ND FLOOR PLAN OF WAREHOUSE
SEC
1 - 1
SEC
2 - 2
SEC
3 - 3
SEC
4 - 4
ELEV
D - D
ELEV
C - C
ELEV
A - A
ELEV
B - B
1 5 10 12
13 15 20 24
DN
SLOPE 6.7/100
SLOPE 6.7/100
QIBLAH
16
16
16
16
16
12
16
16
16
16
16
12
18
42
18
18
18
18
18
14
18
18
18
18
18
14
18
18
16
16
16
16
Outside
Inside
N
1ST FLOOR PLAN OF WAREHOUSE
SCALE - 1 : 200
61500 9000
19000 19900 19000
57900
A
B
C
6100 6100 6800 6100
D
6800 6100 6600 6650 6650
70500
OFFICE
(M)
DISSABLE/(F)
SD
W=1640xH=2020
SS-02
W=3000
H=3000
SS-FR-01
W=3000
H=3000
SS-FR-01
W=3000
H=3000
SS-FR-04
W=3000
H=3000
SS-FR-05
W=3000
H=3000
SD
W=1800xH=2100
12300 12300
61500
7
6150
12300 12300 12300
6 5 4 3 2
6150 6150 6150 6150 6150 6150 6150 6150 6150
9000
1
70500
FL+0.00
MAIN WAREHOUSE (H1)
3027.03m 2 1450P
6150
3500 3500
FLAMMABLE CHEMICAL
WAREHOUSE (J2)
317.34m 2
192P
8000
3500mm Wide Drivway
4150
5550
3500
4750
Ø3500
3500
3500
3500
3500
3500
3500
3500
5000
950
5000 3500
3500 3500
3800
3500
Ø3500
550
25300 4150 1200
100
1200
2800
6600 6650
FL+1550 SLOPE 1/6.5
700
QUALITY
ROOM
WASHING AREA
216.48m 2
SUB WAREHOUSE
(FUTURE)
WALL OPENING
(FUTURE)
WALL OPENING
LIGHT DUTY PAVEMENT
4000
FL-80
PL+6.783
FL±00
FL±0.0
PL+6.863
ME FOUNDATION
CANOPY LINE
(ABOVE)
FL-43
2100
1000
DSØ220
(FUTURE)
WALL OPENING
DSØ220 DSØ220 DSØ220
DSØ220
DSØ220
DSØ220 DSØ220 DSØ220
DSØ220
DSØ200
1%
MAINTENANCE
LADDER
RC CANOPY
FL-80
DSØ220
SS-04
W=3000
H=3000
SS-01
W=3000
H=3000
SS-05
W=3000
H=3000
SS-FR-03
W=3000
H=3000
2400
OPEN GUTTER
OFFICE
±0.00
UP
STO
OPENING
W/BIRD NET
METAL SHEET LOUVER
W/BIRDNET
OHB
OHB
DSØ220 DSØ220
DSØ168
SS-03
W=3000
H=3000
ME
FOUNDATION
DSØ75
OPENING
W/BIRD NET
OHB
OHB OHB
METAL SHEET LOUVER
W/BIRDNET
FL±0.0
FL-80
FL-50
250MM Thick wall
250mm Thick wall
250mm
Thick wall
B
6100
A
19000
57900
19900 19000
6800 6100 6650 6600 6650 6100 6800 6100
C D ELEVATION A - A
SCALE 1 : 200
3/100 3/100
METAL WALL
STEEL CANOPY
F
2400
METAL SHEET LOUVER
W/BIRDNET
100
1ST FLOOR
FL±0.00
GL±0.00
2ND FLOOR
1FL+4.000
4000 2850
1675 6850
TO. RC BEAM
1FL+6.850
8525
ROOF FAN
(ME SCOPE) EAP ON MORTAR
100 6850
TO. STEEL
FL+7.558
GL±0.00
1ST FLOOR
FL±0.00
7558
708
FL+6.850
TO. RC
COLUMN
BO. STEEL
B
6100
A
19000
57900
19900 19000
6800 6100 6650 6600 6650 6100 6800 6100
C D
SECTION 4 - 4
SCALE 1 : 200
3/100 3/100
100 7558
TO. RC BEAM
FL+6.850
1ST FLOOR
FL±0.00
GL±0.00
2ND FLOOR
FL+4.000
4000 2850
OFFICE
CORRIDOR
METAL WALL
CH2700 CH2700
3/100
JOINT LINE
METAL WALL LOUVER
W/BIRD NET
100 6850
TO. STEEL
FL+7.558
GL±0.00
1ST FLOOR
FL±0.00
7558
708
FL+6.850
TO. RC
COLUMN
BO. STEEL
708
STEEL CANOPY
METAL ROOF
B
6100
A
19000
57900
19900 19000
6800 6100 6650 6600 6650 6100 6800 6100
C D
ELEVATION C - C
SCALE 1 : 200
3/100 3/100
METAL WALL
2ND FLOOR
FRP WALL LIGHT,
W:600
(FUTURE)
WALL OPENING (FUTURE)
WALL OPENING
(FUTURE)
WALL OPENING
OPENING
(FOR M&E WORKS) ROOF FAN
(ME SCOPE)
EAP ON MORTAR
W/CRACK JOINT
100 6850
TO. STEEL
FL+7.558
GL±0.00
1ST FLOOR
FL±0.00
7558
708
FL+6.850
TO. RC
COLUMN
BO. STEEL
N
VICINITY MAP
SCALE - 1 : 10000
N
VICINITY MAP
SCALE - 1 : 10000
A-01 July 2026
PROJECT NAME & ADDRESS :
NICCA BANGLADESH CO. LTD.
Plot No. C6 of Bangladesh Special Economic Zone, Sonpara,
Panchrukni, Rupganj Araihazar, Narayanganj-1460, Bangladesh.
OCCUPANCY TYPE :
(G2) INDUSTRIAL BUILDING
OWNER'S NAME & ADDRESS :
ARCHITECT :
Syeda Saikha Sudah
B.Arch, MIAB # S-126
Address :
8/2 (1st Floor), Block-D, Lalmatia,
Dhaka.
Cell no. 01713-039777, 01818-831890.
ENGINEER (STRUCTURAL) :
Sadeka Badiozzaman
Ananti Shirazum (IAB-AS 474)
ASSOCIATE ARCHITECT :
Md Golam Rabbee
MIEB Reg. No. : 38883
NICCA BANGLADESH CO. LTD.
Address :
Plot No. C6 of Bangladesh Special
Economic Zone (BSEZ), Sonpara,
Panchrukni via Rupganj Araihazar,
Narayanganj-1460, Bangladesh.
NOTES:
COPYRIGHTS:
This note is valid for the drawings related To this project:
1. please do not scale from the drawings.
2. contractors & the sub contractor are to verify all dimensions at site.
3.the contractor is to notify the consultant about any discrepancies/differences contained in the drawing
(in relation to other drawings) before beginning work.
Drawings and specifications as instruments of service are and shall remain the property of architect/consultant/firm whether
the project for which they are made is executed or not. They are not to be used on other project or extensions to the project
except by written agreement and with appropriate professional fee to the architect.
(Article -7, Condition for agreement of Architects Section -3 IAB. rules and regulation)
DRAWING TITLE
DWN NO : DATE :
PRINCIPLE ARCHITECT :
Ar. Sharif Uddin Ahmmed
A-137 (MIAB)
SIGNATURE :
SIGNATURE :
SIGNATURE :
APPROVAL DRAWING
(ARCHITECTURAL)
FLAG POLE
GREEN AREA
R O A D
EP
EP
EP
EP
R O A D
EP
EP
EP
R O A D
GREEN AREA
FUEL
TANK
GREEN AREA
GREEN AREA
GREEN AREA
GREEN AREA
GREEN AREA
16
16
16
16
16
12
16
16
16
16
16
12
18
42
18
18
18
18
18
14
18
18
18
18
18
14
18
18
16
16
16
16
Outside
Inside
A
B
C
D
7 6 5 4 3 2 1
SETBACK LINE
SETBACK LINE
SETBACK LINE
GUARD
HOUSE
OFFICE
3/100
3/100
3/100
1/75
2
3
LEGEND :
: BM = PL+6.050
(PL±00) = ACTUAL GROUND LEVEL
FL±0.00 = PL+6.863 (DESIGN LEVEL)
AB AB
N SCALE - 1 : 400
SITE PLAN (ROOF)
SETBACK LINE
WAREHOUSE
1
99284
57900 34400 6994
137000
15000 24000 6000 30500 61500
137000
30000 36500 70500
7000 17250
7000 15000
15087 3675
9850
15000
5000
3050 90938
3000
1769 28000
3000
3000
7776
4725 9400
6001
3/100
UTILITY
BUILDING
RD
RD RD
RD
RD
RD
10550
OPEN
GUTTER
SEPTICTANK
RAIN WATER TANK
INSPECTION PIT
UTILITY BUILLING
AREA: 247.15 m2
GUARD HOUSE
AREA: 23.1 m2
PUMP ROOM
AREA: 13.82 m2
FUTURE EXTENSION
(FACTORY)
AREA: 1085.48 m2
FUTURE EXTENSION
(WAREHOUSE)
AREA: 478.50 m2
FUTURE EXTENSION
(MA. QC OFFICE)
AREA: 234.97 m2
FUTURE EXTENSION
(UTT)
AREA: 301.87 m2
RD
2022
BARE GROUND
BARE GROUND
20125 3325
6750
13757 1212
1350
1838 23150
3525
34800
3600
20125
15001
825
10150
4725
23000 5040
2550
46700 18200
: BARE GROUND
CONCRETE PAVEMENT
HEAVY DUTY
:
CONCRETE PAVEMENT
LIGHT DUTY
:
LEGENDA:
: GREEN AREA
: FUTURE EXTENSION
3500mm Wide Drivway
CONCRETE PAVEMENT
LIGHT DUTY
CONCRETE PAVEMENT
HEAVY DUTY
MAINTENANCE
ROUTE:BRICK
: GRAVEL
: MAINTANANCE ROUTE (BRICK)
LEAN
CONCRETE
YARD
ROOF: ZINC ALLOY METAL SHEET
SLOPE 3/100
SLOPE 3/100
SLOPE 3/100
RC. ROOF
SLOPE
3/100
ROOF: ZINC
ALLOY METAL SHEET
SLOPE
1/75
SLOPE 6.7/100
SLOPE 6.7/100
FLASHING
SLOPE 3/100
SLOPE 6.7/100
FLASHING
RD RD RD RD RD RD RD
RD RD RD RD RD RD
RD
RD
RD
MAIN BUILLING
AREA: 3676.95 m2
FLAG POLE
GREEN AREA
R O A D
EP
EP
EP
EP
R O A D
EP
EP
EP
R O A D
GREEN AREA
FUEL
TANK
GREEN AREA
GREEN AREA
GREEN AREA
GREEN AREA
GREEN AREA
16
16
16
16
16
12
16
16
16
16
16
12
18
42
18
18
18
18
18
14
18
18
18
18
18
14
18
18
16
16
16
16
Outside
Inside
SCALE - 1 : 300
N
SITE PLAN
A
B
C
D
7 6 5 4 3 2 1
LEGEND :
: BM = PL+6.050
(PL±00) = ACTUAL GROUND LEVEL
FL±0.00 = PL+6.863 (DESIGN LEVEL)
FL+0.00
MAIN WAREHOUSE (H1)
3027.03m 2
1450P
FLAMMABLE CHEMICAL
WAREHOUSE (J2)
317.34m 2
192P
3500mm Wide Drivway
FL+1550 SLOPE 1/6.5
QUALITY
ROOM
SUB WAREHOUSE
216.48m 2
COMMUNITY
OPEN SPACE
GREEN
GREEN
COVER DRAIN
PUMP
ROOM
2% 3%
PL+6.863
1%
PUMP
ROOM
GREEN
GREEN
COVER DRAIN
BARE GROUND
=FL±0.00
TRANSFORMER
YARD
GENERATOR
CAR PARKING
(8 NOS)
SETBACK LINE
SETBACK LINE
SETBACK LINE
SETBACK LINE
PL+6.289
PL+6.361
PL+6.382
PL+6.272
PL+6.339
PL+6.342
ELECTRIC POLE
BENCH MARK
(PL+6.050)
PL+6.433
PL+6.438
PL+6.435
LEAN
1FL-243
1FL-530
1FL-530
1FL-530
1FL-243 1FL-243
1FL-243
1FL-243
1FL-530 1FL-243 1FL-243
1FL-530
1FL-100
1FL-340
1FL-340
1FL-115 1FL-115
1FL-100
1FL-81
1FL-85 1FL-67
1FL-81
1FL-100
1FL-100
1FL-100 1FL-100
1FL-110
1FL-43
1FL-110
1FL-100
1FL-100
1FL-100 1FL-100
1FL-200
99284
57900
19000 19900 19000
34400 6984
137000
15000 15000 6000 30500 61500
137000
30000 36500
9000
12300 12300 12300 12300 12300
70500
984 6000
7000
17250
7000 15000
13600 15500 2850
4850
10275
16700
12400
6150
5428
(FUTURE)
WALL OPENING
53634
6600
5000
4000
7450
2439
3000
3000
15000
1520
3000
5000
2000
1220
(FUTURE)
WALL OPENING
3050
5000
4000
77750
3562
(FUTURE)
WALL OPENING
12870
31000 14650
6000
1500
18000
9490
20300
2150
WASHING
AREA
FL±00 DSØ220
DSØ220 DSØ220 DSØ220
DSØ220
DSØ220
DSØ220 DSØ200 DSØ220 DS
Ø220
DSØ168
MAINTENANCE
LADDER
OPEN
GUTTER
RC CANOPY
DSØ220
OPEN DITCH
W/CONCRETE COVER
TEMPORARY DITCH
TEMPORARY DITCH
TEMPORARY DITCH
OHB
OHB
OHB
OHB
DSØ220
DSØ220
DSØ168
FUTURE USE
WASTE WATER
TANK
DSØ75
MOTORCYCLE
PARKING(10 NOS)
OHB
FL-580
INSPECTION
PIT
FL-580
FL±0.0
GUARD
HOUSE
23.10m²
ME FOUNDATION
ME FOUNDATION
CANOPY LINE
(ABOVE)
INSPECTION PIT
FL-43
FL-80
FIRE TANK
RAIN WATER TANK
UNDER GROUND TANK
16m3 GL+200 = FL±0.00
NET FENCE, H=2400
STEEL FENCE,
(BSEZ SPEC)
H=2400
NET FENCE, H=2400
NET FENCE, H=2400
OPEN GUTTER
MAINTENANCE
ROUTE:BRICK
MAINTENANCE ROUTE:
BRICK
FL-580
PL+6.283
SEPTICTANK
FL-115
FL-543
PL+6.320
FL-80
PL+6.783
FL-115
FL-43
FL-110
FL-100
FL-110
FL-100
FL-20
FL+25
FL-50
FL±0.0
FL-80
PL+6.783
FL-80
PL+6.783
: BARE GROUND
CONCRETE PAVEMENT
HEAVY DUTY
:
CONCRETE PAVEMENT
LIGHT DUTY
:
LEGENDA:
: GREEN AREA
: GRAVEL
3500mm Wide Drivway
3500mm Wide Drivway
3500mm Wide Drivway
3500
2500
3500 3500 3500 5000 3500 3500 3830
2500 2500 2500 2500 2500 2500
14250
3562
6001
6730
10550
28016
250MM Thick wall
250mm Thick wall
1200
250mm Thick wall
250mm Thick wall
CONCRETE
YARD
FUTURE EXTENSION
(WAREHOUSE)
FUTURE EXTENSION
(MA. QC OFFICE)
FUTURE
EXTENSION
(UTT)
1350
500
1113 1326
700
1212
5025
700
6001
34800
27850 3525
23150
2100
FUTURE EXTENSION
(FACTORY)
(M)
DISSABLE/(F)
: MAINTANANCE ROUTE (BRICK)
BARE GROUND
BARE
GROUND
: FUTURE EXTENSION
CONCRETE PAVEMENT
LIGHT DUTY
CONCRETE PAVEMENT
HEAVY DUTY
FL±0.0
OFFICE
(190 Ha)
(100~200 Ha)
PROPOSED
PROJECT SITE
Road 1A
Road 5
Road 2A Road 1B
Road 3
Road 2B
BUILDING OUTLINE
BUILDING STRUCTURE FLOOR AREA (m2)
1F 2F UNDERGROUND
CANOPY / ROOF TOTAL AREA
*AREA CALCULATION DONE BY CENTER LINE OF GRID
MAIN BUILDING
UTILITY BUILDING
GUARD HOUSE
PUMP ROOM
STORIES
RC+S
RC+S
RC
RC+S
B-0/2
B-1/2
B-0/1
B-1/1
3676.95
247.15
23.1
13.82
116.1 382.5 4175.55 -
75 - 332.32
-
23.33
-
13.82 -
23.1 -
SUBTOTAL AREA
TOTAL FLOOR AREA
3,961.02 191.1
37.15
4,162.29
382.5 6645.61
BUILDING COVERAGE RATIO = 1F + CANOPY / ROOF
=
=
3676.95m2 + 247.15m2 + 23.1m2 + 13.82 + 10.17(STAIRCASE) + 382.5+1085.48+234.97+478.5+301.87 =6454.46m2
: 4,544.79 m2 TOTAL BUILDING AREA
-
(BELOW BUILDING) UNDERGROUND
-
-
-
-
-
EXTERNAL
STAIRCASE
-
10.17
-
-
10.17
1
NO
2
3
4
BUILDING FLOOR RATIO = 6645.61m2 = 48.6 0%
LOCAL REGULATION
NO.
1.
2.
4.
DESCRIPTION (%)
BUILDING COVERAGE 50%
MINIMUM GREEN AREA 20%
MAXIMUM BUILDING HEIGHT 8.525m
MAXIMUM BUILDING STORIES -
ACTUAL PLAN
3193.72=23.37% >20%
-
2 STOREY
13.82
5.
MAXIMUM ROAD+PAVED AREA 2889.10=21.13% (<30%)
1085.48 5 FACTORY
234.97 6 MA. QC OFFICE
478.5 7 WAREHOUSE
301.87 8 UTT
FUTURE EXTENSION
6.
6454.46m2 = 47.20% < 50%
3. BARE GROUND AREA 1136.04=8.31%
6454.46m2 = 47.20% < 50%