Connecting Bridge

PROJECT NAME: "CONNECTING BRIDGE AT MASCO
EXPORTS LTD."
PROJECT ADDRESS: SHATAISH BAGANBARI ROAD, DARAIL,
TONGI, GAZIPUR, DHAKA.
CLIENT: MASCO EXPORTS LTD.
26-Aug-23
STRUCTURAL & FOUNDATION DRAWING
CONSULTANT
Geotech & Structures Limited
(SpecializedEngineersandArchitects)
ISO 9001:2015 Certified
Flat-16B, Rupayun Karim Tower, 80 VIP Road, Kakrail, Dhaka-1000
www.geostruc.com
E-mail: gns@geostruc.com
Phone: +880 1885973767

7. WATER
5. CEMENT
6. CONCRETE AGGREGATE
8. STEEL REBARS
1. GENERAL
3. CONCRETE :
· DESIGN METHOD USED IS USD FOR STRUCTURAL & ASD FOR FOUNDATION ACCORDING TO
BANGLADESH NATIONAL BUILDING CODE (BNBC) 2020, ASCE 7-05 AND ACI 318-08
· ALL THE STRUCTURAL DRAWINGS SHALL BE READ IN CONJUNCTION WITH RELEVANT
ARCHITECTURAL DRAWINGS
· FOLLOW BNBC (2020) FOR SPECIFICATIONS OR STRUCTURAL REQUIREMENTS NOT
MENTIONED IN THE DRAWINGS OR IN THIS NOTE. ANY DETAILS NOT SHOWN IN THE
DRAWING SHOULD BE DONE ACCORDING TO ACI DETAILING MANUAL
BASIC DESIGN AND DETAILING DATA
1. DESIGN CODE: BNBC 2020
2. WIND SPEED: 65.7 M/S AS PER BNBC 2020
3. EARTHQUAKE ZONE COEFFICIENT: 0.20 (ZONE- II)
4. SEISMIC DESIGN CATEGORY: C (FRAME- IMRF)
5. OTHER LOADS As per BNBC 2020
GENERAL NOTES - I
2. FOUNDATION
AVERAGE AND MINIMUM CONCRETE COMPRESSIVE STRENGTH (CYLINDER) CONSIDERED AS
FOLLOWS :
a. FOR FOOTING: ( AVERAGE f'c = 4500 PSI ), (DESIGN f'c = 4000 PSI)
MIX RATIO (CEMENT : SAND: STONE CHIPS) (1: 1.5: 2.5), SLUMP = 25 - 75 MM
b. FOR COLUMN: (AVERAGE f'c = 4500 PSI), (DESIGN f'c = 4000 PSI)
MIX RATIO (CEMENT : SAND: STONE CHIPS) (1: 1.25: 2.0), SLUMP = 75 - 125
c. FOR BEAM, SLAB AND STAIR: (AVERAGE f'c = 4500 PSI ) ,(DESIGN f'c = 4000 PSI)
d. FOR LINTEL, FIN, SIL, FALSE SLAB etc: (AVERAGE f'c = 4500 PSI ), ( DESIGN f'c = 4000 PSI )
CYLINDER TEST OF
DIAMETER = 100mm, HEIGHT = 200mm
28 DAYS STRENGTH = AS SPECIFIED
7 DAYS STRENGTH = 70% OF THE 28 DAYS STRENGTH.
CURING OF C.C & R.C.C WORK :
CURING TIME = MINIMUM 28 DAYS
METHOD OF CURING : i) HORIZONTAL SURFACE: BY PONDING OF WATER
ii) OTHER SURFACES: BY WRAPPING MOIST JUTE FABRIC AND SPRINKLING WATER BY HOSE
PIPE FREQUENTLY
a. FINE AGGREGATES: MINIMUM FM=2.50
b. COARSE AGGREGATES: [20 MM 60% + 12MM 40%] STONE
CHIPS FOR ALL
POTABLE WATER TO BE USED IN CONCRETE MIX
i) ALL REBAR IS GRADE 60 (fy=60 ksi or 400W)
ii) YIELD STRENGTH OF STEEL REBAR CONFORMED TO ONE OF THE
FOLLOWING SPECIFICATIONS :i) BDS ISO 6935-2, ii) ASTM A615/A615M
iii) THE FOLLOWING TESTS FOR REINFORCING BARS FROM RANDOM
SAMPLES SHALL BE CONDUCTED AS PER BDS ISO 6935-2/ASTM A615M AND
TEST RESULT SHALL BE SUBMITTED TO THE ENGINEER IN-CHARGE FOR CHECKING
AND RECORD
a. TENSILE STRENGTH TEST
b. PERCENTAGE ELONGATION TEST
c. BEND TEST
FOUNDATION TYPE - PILE/FOOTING FOUNDATION
PORTLAND COMPOSITE CEMENT / BDS EN 197-1:2003 CEM II (PCC)
SHALL BE USED FOR BRICK WALL AND PLASTER
MIX RATIO (CEMENT : SAND)
= 1 : 4 (INTERIOR WALL)
=1 : 3 (EXTERIOR WALL) - USE WATER PROOFING ADMIXTURE FOR
BETTER PERFORMANCE
4. MORTAR :
SHEET
NO
:
CAD BY: ABU HASSAN
DATE :26 August 2023
CONSULTANT : DESIGNED BY : CHECKED BY :
DESIGNED BY :
SCALE : NOT TO SCALE
DRAWING TITLE :
Structural Drawing
CLIENT : PROJECT INFORMATION :
G(1)
PROJECT NAME : CONNECTING BRIDGE AT MASCO
EXPOERT LTD.
PROJECT ADDRESS:
SHATAISH BAGANBARI ROAD, DARAIL,
MASCO EXPOERT LTD. ........................................
Engr. Md. Sajjak Hosain
B.Sc Civil Engineering (BUET)
MIEB-41135
........................................ ...................................................
Prof. Dr. Engr. Md. Jahangir Alam
Ph.D (Earthquake Engineering), M.Sc (Geotech)
B.Sc (Structure), FIEB - 9804, MISSMGE
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Flat-16B, Rupayan Karim Tower, 80 VIP Road, Kakrail, Dhaka-1000
www.geostruc.com
Phone: +880 1885973767
Engr. Shihabuddin Sardar
B.Sc Civil Engineering
AMIEB-24386
GENERAL NOTES

9. LAP LENGTH
a)
12. CHAIRS
11. SPACER BARS
TO SUPPORT SECOND LAYER BARS IN BEAMS/SLABS, USE 25Ø SPACER
TO SUPPORT TOP BARS @ 750 C/C.
USE CHAIRS OF NECESSARY DIMENSION MADE OF 10Ø /12Ø/16Ø BAR
BARS @ 750 C/C WHERE REQUIRED.
FOR ALL RE-BAR : PROVIDE 90° STANDARD HOOKS (L-BENT)
10. HOOKS OF REBAR
IF NOT SHOWN IN THE DRAWINGS.
APPROVAL BY THE ENGINEER.
SPACING OF CORNER BARS = SPACING OF MAXIMUM POSITIVE BARS
b = BOTTOM BARS
a = b
a = TOP BARS
L = LONGER CLEAR SPAN
b
b
b
b
b
a
a
a
a
a
a
L/5
L/5
16. CORNER REINFORCEMENT
14. DEVELOPMENT LENGTH
DEVELOPMENT LENGTH.
15. ADMIXTURE
ALL BEAM AND SLAB REBARS SHOULD BE EXTENDED INTO THE SUPPORT UPTO
WATER PROOFING ADMIXTURE, PLASTICISER AND JOINTING ADMIXTURE SHALL BE USED
AS MENTIONED IN THE RESPECTIVE DRAWINGS AND IN THE SPECIFICATION AFTER
NOT GREATER THAN 100 mm
* AT LAP SPLICE SPACING OF HOOPS <= d/4 BUT
Splice*
Splice*
Min. 2h
lapping prohibited
d
h
13. LAP LOCATION
GENERAL NOTES - 2
Middle third
ldh
12db
a. FOR BEAM BOTTOM BAR, LAP NOT TO BE PROVIDED AT MIDDLE THIRD ZONE OF THE SPAN
b. FOR BEAM TOP BAR, LAP MAY BE PROVIDED AT MIDDLE THIRD ZONE OF THE SPAN
c. NOT MORE THAN 50% OF THE BARS SHALL BE SPLICED AT ONE PLACE
d. LAP SPLICES ARE TO BE CONFINED BY HOOPS WITH MAXIMUM SPACING OR PITCH OF d/4
OR 100mm WHERE d IS THE EFFECTIVE DEPTH OF THE BEAM
lapping prohibited
within ld
CORNER REINFORCEMENT FOR BEAM SUPPORTED 2-WAY SLABS
OF BARS SHALL BE :
UNLESS OTHERWISE MENTIONED IN THE DRAWINGS, LAP LENGTH
Development Length
Basic Development
Length,
ld (Tension) (in)
Lap Splicing
Bar dia
(mm) Top
(in)
Bottom
(in)
10
12
16
20
25
16
20
26
40
50
21
25
34
52
66
16
20
26
40
50
Development
Length of
standard hook in
tension ldh (in)
8
10
13
16
20
LAP SPLICE LENGTH SHALL BE INCREASED BY 20% FOR 3 BAR
BUNDLE AND BY 33% FOR 4 BAR BUNDLE
16
20
26
40
50
Column
(in)
Tension Splice for
Beam & Slab
LESS THAN 50% OF THE BARS SHALL BE LAPPED AT ONE LOCATION. IF
GREATER THAN 50% BARS ARE LAPPED AT ONE LOCATION THEN INCREASE
BY 30% PERCENT OF THE SPECIFIED LAP LENGTH
Compression Splice
at Middle Third of
Beam Top (in)
fy=60 ksi fy=72 ksi
12
15
20
24
30
16
19
27
32
40
SHEET
NO
:
CAD BY: ABU HASSAN
DESIGNED BY :
DRAWING TITLE :
Structural Drawing
G(2)
EXPOERT LTD.
PROJECT ADDRESS:
MIEB-41135
........................................ ...................................................
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Phone: +880 1885973767
AMIEB-24386
GENERAL NOTES

1.5"
1.5"
2.5"
2.5"
2.5"
2.5"
1.5"
1.5"
1.5"
interior
exterior and bottom
2"
2"
1.5"
2"
1.5"
1.5''
2"
OHWT
water face
other face
1.5"
2"
slab
reinf.
primary
hook
bar
17. RECOMMMENDED END HOOKS
Location
lap splice
end of anchorage
fastening bar
bend-up for
diagonal hoop
stirrups
Bar
Bend
Radius (r)
Bend Angle
(degree)
Form and
Extention
6
to
25
180°
to
12
6
135°
6
r
reinf.
primary
tie/stirrups
Used
Figure
of Cover
Thickness
Location or Condition
3"
3"
3"
* 1.5"
3"
1.5"
* 2.5"
** 1.5"
Side
Bottom
below
indoors face :
ground level
Foundation
column
17. CONCRETE CLEAR COVER FOR REINFORCING BARS
Member
embedment
bend bar in
slab
to
32
8
to
90°
45°
20
r
r
db
1.5"
** 1.5"
1.5"
3
4
"
3
4
"
top, side & bottom
outdoors face :
top, side & bottom
top and bottom
floor beam
drain wall
* from tie
** from stirrups
slab and stair
1.5"
min 6"
16. SLAB END REINFORCING DETAILS
(c) (d)
(b)
(a)
min 6" min 6"
min 6"
b) OTHERS
BEAM/WALL
a) FREE END OF SLAB INCAPABLE OF EMBEDDING OF STEEL BAR IN
slab
slab
6"
10"
10"
6"
1.5"
6"
6"
1.5"
10"
slab
slab
10"
GENERAL NOTES - 3
Above ground level
3
4"
r = 2db
db
4db
db
6
d
b
>
7
5
m
m
r = 1.25db
r = 2.5db
12d
b
db
r = 5db
(e)
slab
1.5"
min
3.5"
2"
2''
2"
2"
* 2"
grade beam
all face :
top, side & bottom
SHEET
NO
:
CAD BY: ABU HASSAN
DESIGNED BY :
DRAWING TITLE :
Structural Drawing
G(3)
EXPOERT LTD.
PROJECT ADDRESS:
MIEB-41135
........................................ ...................................................
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Phone: +880 1885973767
AMIEB-24386
GENERAL NOTES

SPACING AT LAP COCATION
* USE HALF THE SPECIFIED TIE
(Unless shown otherwise in the drawing(s))
H = CLEAR COLUMN HEIGHT
FLOOR LEVEL
OF CLEAR COLUMN HEIGHT
* ONLY WITHIN CENTER HALF
H
20. COLUMN SPLICE LOCATION
19. ADDITIONAL BAR, FASTENING BAR IN BEAM
stirrups/ties
A
A
TOTAL BAR IS SPLICED AT ONE LEVEL.
alternately at the main bars
main reinforcement
IS AREA FOR SPLICE OF COLUMN REINFORCEMENT. MAXIMUM 50% OF
Joint of stirrups/ties
< 300
2-D10
600<D<900
4-D12
900<D<1200
n-D12
D>1200
Ø6 mm @ 600 mm
D < 600
not necessary
depth (D)mm
additional bar
B
fastening
SECTION
D
stirrup
CORNER BAR OF THE SECTION.
END HOOKS OF STIRRUPS ARE LOCATED ALTERNATELY AT TOP
additonal bar
fastening bar
21. END HOOK OF STIRRUPS
main bar
2'-0"
18. COMPACTED SAND FILL
THE COMPACTED SAND FILL WOULD MEAN FILLING OF SAND ( FM > 1.2 )
IN LAYERS OF 150mm AND COMPACTED TO 95% STD. PROCTOR DRY DENSITY
on adjacent corners of the
column as shown
GENERAL NOTES - 4
17A. SCOPE OF EMBEDMENT
- column that receives bars of main
beam or foundation beam
17B. SCOPE OF EMBEDMENT
- beam that receives bars of slab
12d
b
SECTION
12d
b
SECTION
- Primary beam that receives bars
of secondary beam
12d
b
SECTION
17C. SCOPE OF EMBEDMENT
BEAM
COLUMN
BEAM
SLAB
SECONDARY
BEAM
PRIMARY BEAM
SHEET
NO
:
CAD BY: ABU HASSAN
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DRAWING TITLE :
Structural Drawing
G(4)
EXPOERT LTD.
PROJECT ADDRESS:
MIEB-41135
........................................ ...................................................
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Phone: +880 1885973767
AMIEB-24386
GENERAL NOTES

0
0
<2S
<
S
0
So
21.
CONFINEMENT
REQUIREMENTS
OF
COLUMN
AT
JOINTS
FOR
EARTHQUAKE
LOADING
l
>
So/2 So/2
0
<
2S
15"
COLUMN
BAR
END
DETAIL
Hoops
shall
be
used
S
0
spacing
at
joint
Notes
:
Unless
otherwise
shown
in
drawing
tie
spacing
for
all
columns
shall
be
as
per
this
detail
lo
lo
l
Note:
l
is
the
clear
span
h
x
is
shall
not
exceed
14"
1/4
of
smallest
dimension
of
column
6d
b
(six
times
smallest
bar
dia
4"<S
O
=4"+(14"-h
x
)/3<6"
Maximum
spacing
of
ties
in
lap
length
6db >= 75mm
6
d
b
>
=
7
5
m
m
stirrup/ties
135.00°
6
d
b
>
=
7
5
m
m
GENERAL
NOTES
-
5
450
mm
maximum
cross
sectional
dimension
1/6
clear
span
of
member
Cross
tie
SHEET
NO
:
CAD BY: ABU HASSAN
DESIGNED BY :
DRAWING TITLE :
Structural Drawing
G(5)
EXPOERT LTD.
PROJECT ADDRESS:
MIEB-41135
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Phone: +880 1885973767
AMIEB-24386
GENERAL NOTES

Tension Lap
24. Reinforcement Details at Corner of RCC Walls
26. DETAILS OF RE-BARS AT WALL OPENING
6db
>=
75mm
6
d
b
>
=
7
5
m
m
RCC Wall (Typ.)
d
l
l
d
d
d
l
l
min. 2-16Ø
opening
min. 2-16Ø
stirrup/ties
as a minimum requirment.
Note : This stirrup spacing shall be mentioned
1
3
5
.
0
0
°
Cross tie
6db
>=
75m
m
25. STIRRUP AND TIE DETAIL
b
b
8d (smallest longitudinal bar)
24d (hoop bar)
300
d
h
22. CONFINEMENT REQUIREMENTS OF BEAM AT JOINTS
< 2"
FOR EARTHQUAKE LOADING
23. DETAILS OF REBARS AT SLAB OPENING
RCC Slab (Typ.)
d
l
l
d
d
d
l
l
min. 4-12Ø( Top & Bottom )
opening
min. 4-12Ø ( Top & Bottom )
GENERAL NOTES - 6
S
2h S≤d
2
d/4
S≤
25. Flat-Roof shall have 1% Drainage Slope
SHEET
NO
:
CAD BY: ABU HASSAN
DESIGNED BY :
DRAWING TITLE :
Structural Drawing
G(6)
EXPOERT LTD.
PROJECT ADDRESS:
MIEB-41135
........................................ ...................................................
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AMIEB-24386
GENERAL NOTES

12
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PLAN @ 2' FROM BRIDGE FLOOR LEVEL
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A B C D E F G H I J
A B C D E F G H I J
1
2
1
2
3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6"
11'
31'-6"
1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2"
A
B
A
5'-8" 7' 7' 5'-8" 2'-1"
4'-11"
1'-1
1
2
"
4'-11" 2'-1"
2"X 6"
HOLLOW
BAR
EXPANSION
GAP
5'-8" 7' 7' 5'-8"
10'
B
STEEL
CONNECTOR
(SEE
CONNECTOR
DETAIL)
PERFORATED
PANEL
2'
-6
1
2
"
2'
-8
"
5'-3"
5'-81
2"
OVERHEAD
CEILING LIGHT POINT
3500K
6'-41
2" 6'-41
2" 6'-41
2" 6'-41
2" 6'-41
2"
5'-2"
5'-2"
3'-41
2" 101
2"
WARM WHITE (3500K) COVE LIGHT AT CEILING LEVEL
SEE SECTION AA GUARD RAIL
WARM WHITE (3500K) COVE LIGHT AT CEILING LEVEL
SEE SECTION AA
GUARD RAIL
35'-2"
4"Ø RAINWATER
PIPE TO BE
PAINTED SAME
COLOR AS
STEEL COLUMN
GIRDER
35'-2"
5'-51
2" 12'-11"
5"
12'-11"
5"
2'-71
2"
5"
5'-51
2" 12'-11"
5"
12'-11"
5"
2'-71
2"
5"
GRAY EPOXY FLOOR FINISH
SAME AS DYEING FACTORY
SHEET
NO
:
CAD BY: ABU HASSAN
DESIGNED BY :
DRAWING TITLE :
Structural Drawing
S(1)
EXPOERT LTD.
PROJECT ADDRESS:
MIEB-41135
........................................ ...................................................
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PLAN @ 2" FROM BRIDGE FLOOR LEVEL

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A B C D E F G H I J
A B C D E F G H I J
1
2
1
2
3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6"
11'-0"
31'-6"
C1
2'-2"
1'-8"
4'-10"
10"
10'-2"
10"
10"
1'-8"
1'-10"
4'-6"
1'-8"
2'-2"
24'-6" 3'-6"
12'-8"
28'-10"
10"
1'-7"
1'-8"
2'-2"
9"
7"
2'-2"
9"
1'-8"
10"
27'-9"
29'-11"
C1 C1
C1
CC
SHEET
NO
:
CAD BY: ABU HASSAN
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DRAWING TITLE :
Structural Drawing
S(2)
EXPOERT LTD.
PROJECT ADDRESS:
MIEB-41135
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AMIEB-24386
RCC PEDESTAL LAYOUT

PEDESTAL SCHEDULE
COLUMN ID C-1
TIE Ø10 @ 4'' C/C
20"x26"
20"
26"
12-Ø20mm
SECTION: C-C
CLEAR COVER 3 inch
COLUMN SIZE
BELOW BASE
PLATE
SHEET
NO
:
CAD BY: ABU HASSAN
DESIGNED BY :
DRAWING TITLE :
Structural Drawing
S(3)
EXPOERT LTD.
PROJECT ADDRESS:
MIEB-41135
........................................ ...................................................
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AMIEB-24386
PEDESTAL SCHEDULE

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A B C D E F G H I J
A B C D E F G H I J
1
2
1
2
3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6"
11'-0"
31'-6"
I
8" 1'-4"
3'-7"
1'-0"
1'-0"
1'-0"
1'-3" 9"
1'-6" 6"
1'-8"
2"
1'-5" 1"
1'-2" 4"
10" 8"
3'-7"
1'-0"
1'-7"
4'-2"
4'-2"
1'-7"
1'-4" 8"
1'-0" 1'-0"
9" 1'-3"
6"
2'-0"
2"
1'-8"
1" 1'-5"
4" 1'-2"
7"11"
2'-10"
1'-0"
1'-7"
4'-2"
1'-7"
1'-0"
2'-10"
4'-2"
I 2
SHEET
NO
:
CAD BY: ABU HASSAN
DESIGNED BY :
DRAWING TITLE :
Structural Drawing
S(4)
EXPOERT LTD.
PROJECT ADDRESS:
MIEB-41135
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www.geostruc.com
Phone: +880 1885973767
AMIEB-24386
SHALL BOLLI LAYOUT

12
13
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IN
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A B C D E F G H I J
A B C D E F G H I J
1
2
1
2
3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6"
11'-0"
31'-6"
I
2
1
2
1
'-
1
"
2" 2'-10" 8"
1'-6" 1'-6"
5'-0"
11'-0"
5'-0"
1
8
'-
1
"
3'-6"
11'-0"
3'-6"
1'-5" 1'-8"
6" 3'-0" 1"
SHEET
NO
:
CAD BY: ABU HASSAN
DESIGNED BY :
DRAWING TITLE :
Structural Drawing
S(5)
EXPOERT LTD.
PROJECT ADDRESS:
MIEB-41135
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www.geostruc.com
Phone: +880 1885973767
AMIEB-24386
FOOTING LAYOUT

3'-6"
2
1
J J
I I
11'-0"
18'-1"
x
x
3"
1'-6"
4'-0"
RL ±0.0
SECTION OF X-X
Ø16@100c/c
PLAN OF FOOTING -F1
1'-0"
1'-2"
1'-2"
Ø16@200c/c
3'-1" 3'-1"
1'-3"
C C
3'-0"
Ø16@ 200c/c
Z
Z
Ø12@ 150c/c
1'-6"
RL±0.0
1'-0"
4'-0"
Ø12@150c/c
SECTION OF Z-Z
3"CC Work
Ø16@100c/c
SHEET
NO
:
CAD BY: ABU HASSAN
DESIGNED BY :
DRAWING TITLE :
Structural Drawing
S(6)
EXPOERT LTD.
PROJECT ADDRESS:
MIEB-41135
........................................ ...................................................
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www.geostruc.com
Phone: +880 1885973767
AMIEB-24386
FOOTING DETAILS

3'-6"
2
1
J J
I I
11'-0"
18'-1"
x
x
3"
1'-6"
4'-0"
RL ±0.0
SECTION OF X-X
Ø16@100c/c
PLAN OF FOOTING -F1
1'-0"
1'-2"
1'-2"
Ø16@200c/c
3'-1" 3'-1"
1'-3"
C C
3'-0"
Ø16@ 200c/c
Z
Z
Ø12@ 150c/c
1'-6"
RL±0.0
1'-0"
4'-0"
Ø12@150c/c
SECTION OF Z-Z
3"CC Work
Ø16@100c/c
SHEET
NO
:
CAD BY: ABU HASSAN
DESIGNED BY :
DRAWING TITLE :
Structural Drawing
S(7)
EXPOERT LTD.
PROJECT ADDRESS:
MIEB-41135
........................................ ...................................................
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www.geostruc.com
Phone: +880 1885973767
AMIEB-24386
FOOTING DETAILS

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