STRUCTURAL DRAWINGS Volume 3: Tender Drawings
35
Scale: Drawn by: Date: Client: Project Title: Checked by: R B A Realini Bader Associates Limited Architects Engineers Planners 72 Wellington Street, Freetown Drawing Title: Sheet Size: Project status: Design: Tender: Contract / Construction: A3 MLY 25/11/2016 16:59:52 Rehabilitation / Completion and Outfitting Work for Office Building Sierra Leone Field Office of the African Dvelopment Bank (ADB) August, 2016 SL/ADB/ST-CS Structural - Cover Sheet INY Y Regent Road, Hill Station, Freetown STRUCTURAL DRAWINGS Volume 3: Tender Drawings
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Transcript of STRUCTURAL DRAWINGS Volume 3: Tender Drawings
Scale:
Drawn by:
Date:
Client: Project Title:
Checked by:
R BA
RealiniBaderAssociates Limited
ArchitectsEngineersPlanners72 Wellington Street, Freetown
Drawing Title:
Sheet Size:Project status: Design: Tender: Contract / Construction: A3
MLY
25/11/2016 16:59:52
Rehabilitation / Completion andOutfitting Work for OfficeBuilding
Sierra Leone Field Office ofthe African DvelopmentBank (ADB)
August, 2016
SL/ADB/ST-CS
Structural - Cover Sheet
INY
Y
Regent Road, Hill Station, Freetown
STRUCTURAL DRAWINGS
Volume 3: Tender Drawings
56
51
56 70 60 68 69
56
51
63
52
4444
59
56
58
4633
49
Existing reinforced concrete wall
Existing column
1. The figures are concrete compressivestrength readings N/mm2.
3. Beam readings are written on thebeams.
2. Column readings are written on thebeams.
4. Slab readings are written on the openspaces.5. Circled readings are those that fallbelow the specified concretecompressive strength of 25N/mm2,these imply problem area.
Existing beams
H
3
1
2
4
A B C D E F G
Existing column to be demolished
Existing column pad
Existing staircase to be demolished
N
57 56 52
54
54
51
Existing Slab thickness 150mm
6. The contractor is responsible forverification of the structural designbefore proceeding with construction ofstructural elements.
1 :100
Existing
Basement Plan
Schmidt Hammer
Result
BWB
SDD A3
RealiniBaderAssociates Limited
ArchitectsEngineers
Planners
Scale: August, 2016Printed on:
Drawn by:
Date:
Rehabilitation / Completion and Outfitting Work for
Office Building at Regent Road, Hill Station, Freetown
For Sierra Leone Field Office of the African
Development Bank (ADB)
August, 2016
Project Title:
Checked by:
72 Wellington Street, Freetown
Drawing Title:
Sheet Size:
Drawing status: Design: Tender: Contract / Construction:
No. Description Date
1.0 Description dd-mm-yyyy
NOTES:-
R BA
LEGEND:-
SL/ADB/ST-01
63
50
69
5442
10
4045
70
47
70
57
6744
70
50
57
68
7058
46
61
69 47
28
66 55
25
542438 53
1324
36
15
61
1. The figures are concrete compressivestrength readings N/mm2.
3. Beam readings are written on thebeams.
2. Column readings are written on thebeams.
4. Slab readings are written on the openspaces.5. Circled readings are those that fallbelow the specified concretecompressive strength of 25N/mm2,these imply problem area.
H
3
1
2
4
A B C D E F G I
Existing beams to be demolished
Existing column
Existing beams
Existing slab to be demolished
Existing column to be demolished
70
5540
Existing staircase to be demolished
N
22
63
55
35
50
60 68
5757
53
54 54 54
4747 47
Existing Slab thickness 150mm
6. The contractor is responsible forverification of the structural designbefore proceeding with construction ofstructural elements.
1 : 100
Existing
Ground Floor Plan
Schmidt Hammer
Result
BWB
SDD A3
RealiniBaderAssociates Limited
ArchitectsEngineers
Planners
Scale: August, 2016Printed on:
Drawn by:
Date:
Rehabilitation / Completion and Outfitting Work for
Office Building at Regent Road, Hill Station, Freetown
For Sierra Leone Field Office of the African
Development Bank (ADB)
August, 2016
Project Title:
Checked by:
72 Wellington Street, Freetown
Drawing Title:
Sheet Size:
Drawing status: Design: Tender: Contract / Construction:
No. Description Date
1.0 Description dd-mm-yyyy
NOTES:-
R BA
LEGEND:-
SL/ADB/ST-02
55
59
60
21
2410
28
26
30
24
12
27 38
18
55
70
58
20 17
18
21
70
1. The figures are concrete compressivestrength readings N/mm2.
3. Beam readings are written on thebeams.
2. Column readings are written on thebeams.
4. Slab readings are written on the openspaces.5. Circled readings are those that fallbelow the specified concretecompressive strength of 25N/mm2,these imply problem area.
H
3
1
2
4
A B C D E F G I
51
Existing beams to be demolished
Existing column
Existing beams
Existing slab to be demolished
Existing column to be demolished
Existing staircase to be demolished
N
Existing Slab thickness 150mm
6. The contractor is responsible forverification of the structural designbefore proceeding with construction ofstructural elements.
1 : 100
Existing First Floor
Plan Schmidt
Hammer Result
BWB
SDD A3
RealiniBaderAssociates Limited
ArchitectsEngineers
Planners
Scale: August, 2016Printed on:
Drawn by:
Date:
Rehabilitation / Completion and Outfitting Work for
Office Building at Regent Road, Hill Station, Freetown
For Sierra Leone Field Office of the African
Development Bank (ADB)
August, 2016
Project Title:
Checked by:
72 Wellington Street, Freetown
Drawing Title:
Sheet Size:
Drawing status: Design: Tender: Contract / Construction:
No. Description Date
1.0 Description dd-mm-yyyy
NOTES:-
R BA
LEGEND:-
SL/ADB/ST-03
Existing beams
1. The figures are concrete compressivestrength readings N/mm2.
3. Beam readings are written on thebeams.
2. Column readings are written on thebeams.
4. Slab readings are written on the openspaces.5. Circled readings are those that fallbelow the specified concretecompressive strength of 25N/mm2,these imply problem area.
H
3
1
2
4
A B C D E F G I
Existing slab to be demolished
N
Existing beams to be demolished
Existing Slab thickness 150mm
2118
21
20
17
19
6. The contractor is responsible forverification of the structural designbefore proceeding with construction ofstructural elements.
1 : 100
Existing Roof
Beams
BWB
SDD A3
RealiniBaderAssociates Limited
ArchitectsEngineers
Planners
Scale: August, 2016Printed on:
Drawn by:
Date:
Rehabilitation / Completion and Outfitting Work for
Office Building at Regent Road, Hill Station, Freetown
For Sierra Leone Field Office of the African
Development Bank (ADB)
August, 2016
Project Title:
Checked by:
72 Wellington Street, Freetown
Drawing Title:
Sheet Size:
Drawing status: Design: Tender: Contract / Construction:
No. Description Date
1.0 Description dd-mm-yyyy
NOTES:-
R BA
LEGEND:-
SL/ADB/ST-04
27711
reinforcedconcrete
wall
H
C1
IN
C1
C1C1
C1
C1C1C1 C1
C2 C2
C2
C1
3
1
2
4
A B D E F GC
C1
Existing Beam Maintained
New Beam
New Retaining WallExisting Retaining Wall Maintained
New Column Footings and trenches
Existing Columns Maintained
Existing columns Modified
Legend
New Columns
Existing Slab Maintained
New Slab
C2
Existing Column Footings
C1
C1
1 : 100
Proposed Basement
Structural Layout PH
SDD A3
RealiniBaderAssociates Limited
ArchitectsEngineers
Planners
Scale: August, 2014Printed on:
Drawn by:
Date:
Rehabilitation / Completion and Outfitting Work for
Office Building at Regent Road, Hill Station, Freetown
For Sierra Leone Field Office of the African
Development Bank (ADB)
August, 2016
Project Title:
Checked by:
72 Wellington Street, Freetown
Drawing Title:
Sheet Size:
Drawing status: Design: Tender: Contract / Construction:
No. Description Date
1.0 Description dd-mm-yyyy
NOTES
R BA
SL/ADB/ST-05
AutoCAD SHX Text
1. All dimension are millimters unless otherwise stated 2. Concrete shall be C35P/20 3. Minimum cover Reinforcement shall be: 75mm Foundation 50mm Columns 40mm Beams And Slabs 4. All Foundation are to bear directly on rock any loose fill to be excavated to rock and back filled with lean mix concrete or as specified by consultant 5. The Contractor is responsible for verifying site conditions including all dimensions, prior to commencing construction. 6. The Contractor is responsible for verifying the quality of steel required for construction 7. All Beam shown with section shall always have bottom steel turned up 10x diameter of the steel 8. This Drawing is to be read in conjunction with specifications and contract document where applicable and as directed by Engineer. 9. The contractor is responsible for verification of the structural design before proceeding with construction of structural elements.
duct
N
C2
C1 C1 C1 C1 C1 C1
C2C2
C2
C2
C2
C1C1 C1C1C1 C1
C2
H
3
1
2
4
A B C D E F G
C1
Type A
Type A
Type
A
Type
A
Type
B
Type
B
Type
B
Type A Type A
Type B
Type
A
Type A
C2C2C2
C2
C1
C2 C2
Type
B
Type A
Type A
Type A
I
Type AType A
Type A
Type
A
Type
B
Type
B
Type
B
C2C1C1
C2
C1
Type B
Type A
Existing Beam Maintained
New Beam
New Retaining WallExisting Retaining Wall Maintained
New Column Footings and trenches
Existing Columns Maintained
Existing columns Modified
Legend
New Columns
Existing Slab Maintained
New Slab
Existing Column Footings
1 : 100
Proposed Ground
Floor Structural
Layout
PH
SDD A3
RealiniBaderAssociates Limited
ArchitectsEngineers
Planners
Scale: August, 2014Printed on:
Drawn by:
Date:
Rehabilitation / Completion and Outfitting Work for
Office Building at Regent Road, Hill Station, Freetown
For Sierra Leone Field Office of the African
Development Bank (ADB)
August, 2016
Project Title:
Checked by:
72 Wellington Street, Freetown
Drawing Title:
Sheet Size:
Drawing status: Design: Tender: Contract / Construction:
No. Description Date
1.0 Description dd-mm-yyyy
NOTES
R BA
SL/ADB/ST-06
AutoCAD SHX Text
1. All dimension are millimters unless otherwise stated 2. Concrete shall be C35P/20 3. Minimum cover Reinforcement shall be: 75mm Foundation 50mm Columns 40mm Beams And Slabs 4. All Foundation are to bear directly on rock any loose fill to be excavated to rock and back filled with lean mix concrete or as specified by consultant 5. The Contractor is responsible for verifying site conditions including all dimensions, prior to commencing construction. 6. The Contractor is responsible for verifying the quality of steel required for construction 7. All Beam shown with section shall always have bottom steel turned up 10x diameter of the steel 8. This Drawing is to be read in conjunction with specifications and contract document where applicable and as directed by Engineer. 9. The contractor is responsible for verification of the structural design before proceeding with construction of structural elements.
duct
N
C2
C1 C1 C1 C1 C1 C1
C2C2
C2
C2
C2
C1C1 C1C1C1 C1
C2
H
3
1
2
4
A B C D E F G I
C1 Type AType A
Type A
Type A
Type A
Type A
Type
A
Type
ATy
pe A
Type
B
Type
B
Type
B
Type
B
Type
B
Type A Type A Type A
Type A Type A Type A
Type A Type AType A
Type
A
Type
A
Type
A
Type
A
Type
A
Type
A
Type A Type A Type A Type AType A
Type A
Existing Beam Maintained
New Beam
New Retaining WallExisting Retaining Wall Maintained
New Column Footings and trenches
Existing Columns Maintained
Existing columns Modified
Legend
New Columns
Existing Slab Maintained
New Slab
Existing Column Footings
C1
C1 C1
C2 C2 C2
C2
C2
C2
C2 C2
C2
1 : 100
Proposed First
Floor Structural
Layout
PH
SDD A3
RealiniBaderAssociates Limited
ArchitectsEngineers
Planners
Scale: August, 2014Printed on:
Drawn by:
Date:
Rehabilitation / Completion and Outfitting Work for
Office Building at Regent Road, Hill Station, Freetown
For Sierra Leone Field Office of the African
Development Bank (ADB)
August, 2016
Project Title:
Checked by:
72 Wellington Street, Freetown
Drawing Title:
Sheet Size:
Drawing status: Design: Tender: Contract / Construction:
No. Description Date
1.0 Description dd-mm-yyyy
NOTES
R BA
SL/ADB/ST-07
AutoCAD SHX Text
1. All dimension are millimters unless otherwise stated 2. Concrete shall be C35P/20 3. Minimum cover Reinforcement shall be: 75mm Foundation 50mm Columns 40mm Beams And Slabs 4. All Foundation are to bear directly on rock any loose fill to be excavated to rock and back filled with lean mix concrete or as specified by consultant 5. The Contractor is responsible for verifying site conditions including all dimensions, prior to commencing construction. 6. The Contractor is responsible for verifying the quality of steel required for construction 7. All Beam shown with section shall always have bottom steel turned up 10x diameter of the steel 8. This Drawing is to be read in conjunction with specifications and contract document where applicable and as directed by Engineer. 9. The contractor is responsible for verification of the structural design before proceeding with construction of structural elements.
duct
N
C2
C1 C1 C1
C2C2 C2
C2
C2
C2
C1C1C1C1C1C1
C1C1
C1 C1 C1
C2
C2
C2 C2 C2 duct
H
3
1
2
4
A B C D E F G I
C2
C2 C2
Type A Type A Type A Type A Type A Type A
Type A
Type AType AType AType AType A
Type A
Type
A
Type
A
Type
A
Type
BTy
pe B
Type
BTy
pe B
Type
BTy
pe B
Type
B
Type
B
Type
B
Type
BTy
pe B
Type
B
Type B
Type B Type B Type B Type B
Type B
Type B Type B
Type B
Type
ATy
pe A
Type
A
Type A
Type A
Existing Beam Maintained
New Beam
New Retaining WallExisting Retaining Wall Maintained
New Column Footings and trenches
Existing Columns Maintained
Existing columns Modified
Legend
New Columns
Existing Slab Maintained
New Slab
Existing Column Footings
1 : 100
Proposed
Structural Roof
Beams
PH
SDD A3
RealiniBaderAssociates Limited
ArchitectsEngineers
Planners
Scale: August, 2014Printed on:
Drawn by:
Date:
Rehabilitation / Completion and Outfitting Work for
Office Building at Regent Road, Hill Station, Freetown
For Sierra Leone Field Office of the African
Development Bank (ADB)
August, 2016
Project Title:
Checked by:
72 Wellington Street, Freetown
Drawing Title:
Sheet Size:
Drawing status: Design: Tender: Contract / Construction:
No. Description Date
1.0 Description dd-mm-yyyy
NOTES
R BA
SL/ADB/ST-08
AutoCAD SHX Text
1. All dimension are millimters unless otherwise stated 2. Concrete shall be C35P/20 3. Minimum cover Reinforcement shall be: 75mm Foundation 50mm Columns 40mm Beams And Slabs 4. All Foundation are to bear directly on rock any loose fill to be excavated to rock and back filled with lean mix concrete or as specified by consultant 5. The Contractor is responsible for verifying site conditions including all dimensions, prior to commencing construction. 6. The Contractor is responsible for verifying the quality of steel required for construction 7. All Beam shown with section shall always have bottom steel turned up 10x diameter of the steel 8. This Drawing is to be read in conjunction with specifications and contract document where applicable and as directed by Engineer. 9. The contractor is responsible for verification of the structural design before proceeding with construction of structural elements.
SECTION Y-Y
SECTION Y-Y
BASE C1
Y1602-150P B2
Y1204-200P T2
Y1203-200P T1Y1601-150P B1
75mm Blinding concrete
NGL.
Y1602-150P B1
Y1204-200P T2
Y1203-200P T1Y1601-150P B2
75mm Blinding concrete
NGL.
6Y16 05
Y10 05 Y10 05
4Y16 06
6Y16 06
Y10 05
COLUMN TYPE C1 COLUMN TYPE C2
Y10 05
BASE C2
4Y16 06
1 : 40
Proposed Column
Details PH
SDD A3
RealiniBaderAssociates Limited
ArchitectsEngineers
Planners
Scale: August, 2014Printed on:
Drawn by:
Date:
Rehabilitation / Completion and Outfitting Work for
Office Building at Regent Road, Hill Station, Freetown
For Sierra Leone Field Office of the African
Development Bank (ADB)
August, 2016
Project Title:
Checked by:
72 Wellington Street, Freetown
Drawing Title:
Sheet Size:
Drawing status: Design: Tender: Contract / Construction:
No. Description Date
1.0 Description dd-mm-yyyy
NOTES
R BA
SL/ADB/ST-09
AutoCAD SHX Text
450
AutoCAD SHX Text
300
AutoCAD SHX Text
300
AutoCAD SHX Text
300
AutoCAD SHX Text
1700
AutoCAD SHX Text
850
AutoCAD SHX Text
850
AutoCAD SHX Text
450
AutoCAD SHX Text
1200
AutoCAD SHX Text
600
AutoCAD SHX Text
Min 1000
AutoCAD SHX Text
400
AutoCAD SHX Text
1700
AutoCAD SHX Text
Varies
AutoCAD SHX Text
01
AutoCAD SHX Text
04
AutoCAD SHX Text
04
AutoCAD SHX Text
04
AutoCAD SHX Text
04
AutoCAD SHX Text
03
AutoCAD SHX Text
625
AutoCAD SHX Text
625
AutoCAD SHX Text
450
AutoCAD SHX Text
1500
AutoCAD SHX Text
750
AutoCAD SHX Text
750
AutoCAD SHX Text
1500
AutoCAD SHX Text
Varies
AutoCAD SHX Text
Min 1000
AutoCAD SHX Text
250
AutoCAD SHX Text
300
AutoCAD SHX Text
600
AutoCAD SHX Text
600
AutoCAD SHX Text
01
AutoCAD SHX Text
04
AutoCAD SHX Text
04
AutoCAD SHX Text
04
AutoCAD SHX Text
03
AutoCAD SHX Text
R10 05-200
AutoCAD SHX Text
300
AutoCAD SHX Text
R10 05-200
AutoCAD SHX Text
300
AutoCAD SHX Text
Y
AutoCAD SHX Text
Y
AutoCAD SHX Text
1500
AutoCAD SHX Text
Y
AutoCAD SHX Text
Y
AutoCAD SHX Text
750
AutoCAD SHX Text
750
AutoCAD SHX Text
02
AutoCAD SHX Text
02
AutoCAD SHX Text
02
AutoCAD SHX Text
02
AutoCAD SHX Text
02
AutoCAD SHX Text
02
AutoCAD SHX Text
02
AutoCAD SHX Text
02
AutoCAD SHX Text
1. All dimension are millimters unless otherwise stated 2. Concrete shall be C35P/20 3. Minimum cover Reinforcement shall be: 75mm Foundation 50mm Columns 40mm Beams And Slabs 4. All Foundation are to bear directly on rock any loose fill to be excavated to rock and back filled with lean mix concrete or as specified by consultant 5. The Contractor is responsible for verifying site conditions including all dimensions, prior to commencing construction. 6. The Contractor is responsible for verifying the quality of steel required for construction 7. All Beam shown with section shall always have bottom steel turned up 10x diameter of the steel 8. This Drawing is to be read in conjunction with specifications and contract document where applicable and as directed by Engineer. 9. The contractor is responsible for verification of the structural design before proceeding with construction of structural elements.
150
1 : 10
Proposed Beam/Slab
Details PH
SDD A3
RealiniBaderAssociates Limited
ArchitectsEngineers
Planners
Scale: August, 2014Printed on:
Drawn by:
Date:
Rehabilitation / Completion and Outfitting Work for
Office Building at Regent Road, Hill Station, Freetown
For Sierra Leone Field Office of the African
Development Bank (ADB)
August, 2016
Project Title:
Checked by:
72 Wellington Street, Freetown
Drawing Title:
Sheet Size:
Drawing status: Design: Tender: Contract / Construction:
No. Description Date
1.0 Description dd-mm-yyyy
NOTES
R BA
SL/ADB/ST-10
AutoCAD SHX Text
2Y12
AutoCAD SHX Text
450
AutoCAD SHX Text
300
AutoCAD SHX Text
4Y16
AutoCAD SHX Text
4Y12
AutoCAD SHX Text
Type A
AutoCAD SHX Text
450
AutoCAD SHX Text
300
AutoCAD SHX Text
4T16
AutoCAD SHX Text
3T12
AutoCAD SHX Text
Type A
AutoCAD SHX Text
R10-225P
AutoCAD SHX Text
2Y12
AutoCAD SHX Text
R10-225P
AutoCAD SHX Text
300
AutoCAD SHX Text
150
AutoCAD SHX Text
300
AutoCAD SHX Text
300
AutoCAD SHX Text
4Y16
AutoCAD SHX Text
4Y12
AutoCAD SHX Text
300
AutoCAD SHX Text
R10-225P
AutoCAD SHX Text
150
AutoCAD SHX Text
150
AutoCAD SHX Text
300
AutoCAD SHX Text
4Y16
AutoCAD SHX Text
4Y12
AutoCAD SHX Text
R10-225P
AutoCAD SHX Text
Type B
AutoCAD SHX Text
Type B
AutoCAD SHX Text
1. All dimension are millimters unless otherwise stated 2. Concrete shall be C35P/20 3. Minimum cover Reinforcement shall be: 75mm Foundation 50mm Columns 40mm Beams And Slabs 4. All Foundation are to bear directly on rock any loose fill to be excavated to rock and back filled with lean mix concrete or as specified by consultant 5. The Contractor is responsible for verifying site conditions including all dimensions, prior to commencing construction. 6. The Contractor is responsible for verifying the quality of steel required for construction 7. All Beam shown with section shall always have bottom steel turned up 10x diameter of the steel 8. This Drawing is to be read in conjunction with specifications and contract document where applicable and as directed by Engineer. 9. The contractor is responsible for verification of the structural design before proceeding with construction of structural elements.
AutoCAD SHX Text
Y12-150P T1
AutoCAD SHX Text
Y16-200P B2
AutoCAD SHX Text
Y12-150P T2
AutoCAD SHX Text
Y16-200P B1
Lift
TYPE A
TYPE A
TYPE A
TYPE B
TYPE B
TYPE A
TYPE D
TYPE D TY
PE
F
TY
PE
C
TY
PE
B
TY
PE
B
TY
PE
A
TY
PE
A
TY
PE
B
TY
PE
B
TY
PE
E
TY
PE
E
TY
PE
A
TY
PE
A
TYPE E
N HA B C D E F G I
4
1
3
Roof Truss
Legend
1 :100
SL/ADB/ST-11
Roof Truss Layout
PH
SDD A3
RealiniBaderAssociates Limited
ArchitectsEngineers
Planners
Scale: Oct, 2016Printed on:
Drawn by:
Date:
Rehabilitation / Completion and Outfitting Work for
Office Building at Regent Road, Hill Station, Freetown
for sierra leone field office of the African Development
Bank (ADB)
October, 2016
Client:
Checked by:
72 Wellington Street, Freetown
Drawing Title:
Sheet Size:
Drawing status: Design: Tender: Contract / Construction:
No. Description Date
1.0 Description dd-mm-yyyy
NOTES
R BA
AutoCAD SHX Text
1. All dimension are millimters unless otherwise stated 2. Concrete shall be C35P/20 3. Minimum cover Reinforcement shall be: 75mm Foundation 50mm Columns 40mm Beams And Slabs 4. All Foundation are to bear directly on rock any loose fill to be excavated to rock and back filled with lean mix concrete or as specified by consultant 5. The Contractor is responsible for verifying site conditions including all dimensions, prior to commencing construction. 6. The Contractor is responsible for verifying the quality of steel required for construction 7. All Beam shown with section shall always have bottom steel turned up 10x diameter of the steel 8. This Drawing is to be read in conjunction with specifications and contract document where applicable and as directed by Engineer. 9. The contractor is responsible for verification of the structural design before proceeding with construction of structural elements.
Not To Scale
SL/ADB/ST-12
Roof Truss Details
PH
SDD A3
RealiniBaderAssociates Limited
ArchitectsEngineers
Planners
Scale: Oct, 2016Printed on:
Drawn by:
Date:
Rehabilitation / Completion and Outfitting Work for
Office Building at Regent Road, Hill Station, Freetown
for sierra leone field office of the African Development
Bank (ADB)
October, 2016
Client:
Checked by:
72 Wellington Street, Freetown
Drawing Title:
Sheet Size:
Drawing status: Design: Tender: Contract / Construction:
No. Description Date
1.0 Description dd-mm-yyyy
NOTES
R BA
AutoCAD SHX Text
6000
AutoCAD SHX Text
1500
AutoCAD SHX Text
1500
AutoCAD SHX Text
1500
AutoCAD SHX Text
TYPE B
AutoCAD SHX Text
1500
AutoCAD SHX Text
E
AutoCAD SHX Text
D
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
1000
AutoCAD SHX Text
1000
AutoCAD SHX Text
1000
AutoCAD SHX Text
1 400
AutoCAD SHX Text
TYPE A
AutoCAD SHX Text
B
AutoCAD SHX Text
A
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
D
AutoCAD SHX Text
5800
AutoCAD SHX Text
900
AutoCAD SHX Text
1000
AutoCAD SHX Text
1000
AutoCAD SHX Text
1000
AutoCAD SHX Text
1000
AutoCAD SHX Text
900
AutoCAD SHX Text
1500
AutoCAD SHX Text
TYPE E
AutoCAD SHX Text
B
AutoCAD SHX Text
A
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
D
AutoCAD SHX Text
C
AutoCAD SHX Text
1 900
AutoCAD SHX Text
4500
AutoCAD SHX Text
1500
AutoCAD SHX Text
1500
AutoCAD SHX Text
1500
AutoCAD SHX Text
TYPE D
AutoCAD SHX Text
D
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
1 900
AutoCAD SHX Text
3000
AutoCAD SHX Text
1. All dimension are millimters unless otherwise stated 2. Concrete shall be C35P/20 3. Minimum cover Reinforcement shall be: 75mm Foundation 50mm Columns 40mm Beams And Slabs 4. All Foundation are to bear directly on rock any loose fill to be excavated to rock and back filled with lean mix concrete or as specified by consultant 5. The Contractor is responsible for verifying site conditions including all dimensions, prior to commencing construction. 6. The Contractor is responsible for verifying the quality of steel required for construction 7. All Beam shown with section shall always have bottom steel turned up 10x diameter of the steel 8. This Drawing is to be read in conjunction with specifications and contract document where applicable and as directed by Engineer. 9. The contractor is responsible for verification of the structural design before proceeding with construction of structural elements.
Not To Scale
SL/ADB/ST-13
Roof Truss Details
PH
SDD A3
RealiniBaderAssociates Limited
ArchitectsEngineers
Planners
Scale: Oct, 2016Printed on:
Drawn by:
Date:
Rehabilitation / Completion and Outfitting Work for
Office Building at Regent Road, Hill Station, Freetown
for sierra leone field office of the African Development
Bank (ADB)
October, 2016
Client:
Checked by:
72 Wellington Street, Freetown
Drawing Title:
Sheet Size:
Drawing status: Design: Tender: Contract / Construction:
No. Description Date
1.0 Description dd-mm-yyyy
NOTES
R BA
AutoCAD SHX Text
12500
AutoCAD SHX Text
TYPE F
AutoCAD SHX Text
1500
AutoCAD SHX Text
2500
AutoCAD SHX Text
2500
AutoCAD SHX Text
1000
AutoCAD SHX Text
D
AutoCAD SHX Text
A
AutoCAD SHX Text
C
AutoCAD SHX Text
B
AutoCAD SHX Text
2500
AutoCAD SHX Text
2500
AutoCAD SHX Text
3200
AutoCAD SHX Text
15000
AutoCAD SHX Text
TYPE C
AutoCAD SHX Text
1500
AutoCAD SHX Text
2500
AutoCAD SHX Text
2500
AutoCAD SHX Text
1000
AutoCAD SHX Text
E
AutoCAD SHX Text
D
AutoCAD SHX Text
A
AutoCAD SHX Text
C
AutoCAD SHX Text
5426
AutoCAD SHX Text
5426
AutoCAD SHX Text
B
AutoCAD SHX Text
1500
AutoCAD SHX Text
2500
AutoCAD SHX Text
2500
AutoCAD SHX Text
1000
AutoCAD SHX Text
3200
AutoCAD SHX Text
1. All dimension are millimters unless otherwise stated 2. Concrete shall be C35P/20 3. Minimum cover Reinforcement shall be: 75mm Foundation 50mm Columns 40mm Beams And Slabs 4. All Foundation are to bear directly on rock any loose fill to be excavated to rock and back filled with lean mix concrete or as specified by consultant 5. The Contractor is responsible for verifying site conditions including all dimensions, prior to commencing construction. 6. The Contractor is responsible for verifying the quality of steel required for construction 7. All Beam shown with section shall always have bottom steel turned up 10x diameter of the steel 8. This Drawing is to be read in conjunction with specifications and contract document where applicable and as directed by Engineer. 9. The contractor is responsible for verification of the structural design before proceeding with construction of structural elements.
Not To Scale
SL/ADB/ST-14
Roof Truss Details
PH
SDD A3
RealiniBaderAssociates Limited
ArchitectsEngineers
Planners
Scale: Oct, 2016Printed on:
Drawn by:
Date:
Rehabilitation / Completion and Outfitting Work for
Office Building at Regent Road, Hill Station, Freetown
for sierra leone field office of the African Development
Bank (ADB)
October, 2016
Client:
Checked by:
72 Wellington Street, Freetown
Drawing Title:
Sheet Size:
Drawing status: Design: Tender: Contract / Construction:
No. Description Date
1.0 Description dd-mm-yyyy
NOTES
R BA
AutoCAD SHX Text
Detail D
AutoCAD SHX Text
Detail B
AutoCAD SHX Text
6mm Thick Gusset Plate
AutoCAD SHX Text
RHS 75 x 75
AutoCAD SHX Text
RHS 50 x 75
AutoCAD SHX Text
RHS 75 x 75
AutoCAD SHX Text
6mm Thick Gusset Plate
AutoCAD SHX Text
RHS 50 x 75
AutoCAD SHX Text
RHS 50 x 75
AutoCAD SHX Text
75
AutoCAD SHX Text
RHS 50 x 75
AutoCAD SHX Text
Detail A
AutoCAD SHX Text
Ridge Cap
AutoCAD SHX Text
6mmThick Gusset Plate
AutoCAD SHX Text
2RHS 50 x 50
AutoCAD SHX Text
RHS 75 x 75
AutoCAD SHX Text
Coloured Alu-Zinc
AutoCAD SHX Text
50x75 Timber Purlin
AutoCAD SHX Text
50x50 Cleat
AutoCAD SHX Text
Detail E
AutoCAD SHX Text
6mm Thick Gusset Plate
AutoCAD SHX Text
50 x 50 Cleats
AutoCAD SHX Text
Holding down bolt
AutoCAD SHX Text
R/C Beam
AutoCAD SHX Text
RHS 75 x 75
AutoCAD SHX Text
75
AutoCAD SHX Text
60
AutoCAD SHX Text
22
AutoCAD SHX Text
o
AutoCAD SHX Text
1. All dimension are millimters unless otherwise stated 2. Concrete shall be C35P/20 3. Minimum cover Reinforcement shall be: 75mm Foundation 50mm Columns 40mm Beams And Slabs 4. All Foundation are to bear directly on rock any loose fill to be excavated to rock and back filled with lean mix concrete or as specified by consultant 5. The Contractor is responsible for verifying site conditions including all dimensions, prior to commencing construction. 6. The Contractor is responsible for verifying the quality of steel required for construction 7. All Beam shown with section shall always have bottom steel turned up 10x diameter of the steel 8. This Drawing is to be read in conjunction with specifications and contract document where applicable and as directed by Engineer. 9. The contractor is responsible for verification of the structural design before proceeding with construction of structural elements.
Y12-1
50P
Y1208-150P
FIRST FLOOR
GROUND FLOOR
BASEMENT FLOOR
Y12-150P
Y1205-150PY1206-150P
Y1204-150P
Y1202-150P
Y1201-150P
Y1203-1
50P
C1C2
Y1202-150P
1 : 40
Proposed R/C
Details For
Staircase No.1
PH
SDD A3
RealiniBaderAssociates Limited
ArchitectsEngineers
Planners
Scale: August, 2014Printed on:
Drawn by:
Date:
Rehabilitation / Completion and Outfitting Work for
Office Building at Regent Road, Hill Station, Freetown
For Sierra Leone Field Office of the African
Development Bank (ADB)
August, 2016
Project Title:
Checked by:
72 Wellington Street, Freetown
Drawing Title:
Sheet Size:
Drawing status: Design: Tender: Contract / Construction:
No. Description Date
1.0 Description dd-mm-yyyy
NOTES
R BA
SL/ADB/ST-15
AutoCAD SHX Text
1. All dimension are millimters unless otherwise stated 2. Concrete shall be C35P/20 3. Minimum cover Reinforcement shall be: 75mm Foundation 50mm Columns 40mm Beams And Slabs 4. All Foundation are to bear directly on rock any loose fill to be excavated to rock and back filled with lean mix concrete or as specified by consultant 5. The Contractor is responsible for verifying site conditions including all dimensions, prior to commencing construction. 6. The Contractor is responsible for verifying the quality of steel required for construction 7. All Beam shown with section shall always have bottom steel turned up 10x diameter of the steel 8. This Drawing is to be read in conjunction with specifications and contract document where applicable and as directed by Engineer. 9. The contractor is responsible for verification of the structural design before proceeding with construction of structural elements.
Y1202-150P
Y12-150P
Y1205-150P
Y1201-150P
Y1206-150P
Y1204-150P
Y1203-150P
Y1205-150P
600
2600
100
200
1 : 30
R/C Roof Slab With
Parapet & Details
For Staircase No.2
PH
SDD A3
RealiniBaderAssociates Limited
ArchitectsEngineers
Planners
Scale: August, 2014Printed on:
Drawn by:
Date:
Rehabilitation / Completion and Outfitting Work for
Office Building at Regent Road, Hill Station, Freetown
For Sierra Leone Field Office of the African
Development Bank (ADB)
August, 2016
Project Title:
Checked by:
72 Wellington Street, Freetown
Drawing Title:
Sheet Size:
Drawing status: Design: Tender: Contract / Construction:
No. Description Date
1.0 Description dd-mm-yyyy
NOTES
R BA
SL/ADB/ST-16
AutoCAD SHX Text
1. All dimension are millimters unless otherwise stated 2. Concrete shall be C35P/20 3. Minimum cover Reinforcement shall be: 75mm Foundation 50mm Columns 40mm Beams And Slabs 4. All Foundation are to bear directly on rock any loose fill to be excavated to rock and back filled with lean mix concrete or as specified by consultant 5. The Contractor is responsible for verifying site conditions including all dimensions, prior to commencing construction. 6. The Contractor is responsible for verifying the quality of steel required for construction 7. All Beam shown with section shall always have bottom steel turned up 10x diameter of the steel 8. This Drawing is to be read in conjunction with specifications and contract document where applicable and as directed by Engineer. 9. The contractor is responsible for verification of the structural design before proceeding with construction of structural elements.
AutoCAD SHX Text
Y12 @200 c/c
AutoCAD SHX Text
Y12 @150 c/c
AutoCAD SHX Text
Y16 @150 c/c Top
AutoCAD SHX Text
Y16@150 c/c Bottom
300 1900 300
300
1900
300
y1206-150P
y1205-150P
y1207-150P
y1206-150P
Basement
y1206-150P
y1205-150P
y1207-150P
y1208-150P
y1201-200mm T2
y1603-200mm B2
150mm Thick Roof Slab
(Height to be determined on site)
2500
300 1900 300
300
02 02 02 02 02 02 02
02 02
02
04
02
04
100mm Blinding
concrete
y1201-200mm T2
Lift Base
04 04 04 04 04 04 04 04 04
y1603-200mm B2
02 02
04 04
1 : 75
R/C Details For
Lift Shaft PH
SDD A3
RealiniBaderAssociates Limited
ArchitectsEngineers
Planners
Scale: August, 2014Printed on:
Drawn by:
Date:
Rehabilitation / Completion and Outfitting Work for
Office Building at Regent Road, Hill Station, Freetown
For Sierra Leone Field Office of the African
Development Bank (ADB)
August, 2016
Project Title:
Checked by:
72 Wellington Street, Freetown
Drawing Title:
Sheet Size:
Drawing status: Design: Tender: Contract / Construction:
No. Description Date
1.0 Description dd-mm-yyyy
NOTES
R BA
SL/ADB/ST-17
AutoCAD SHX Text
Y1202-200P T1
AutoCAD SHX Text
Y1604-200P B1
AutoCAD SHX Text
1. All dimension are millimters unless otherwise stated 2. Concrete shall be C35P/20 3. Minimum cover Reinforcement shall be: 75mm Foundation 50mm Columns 40mm Beams And Slabs 4. All Foundation are to bear directly on rock any loose fill to be excavated to rock and back filled with lean mix concrete or as specified by consultant 5. The Contractor is responsible for verifying site conditions including all dimensions, prior to commencing construction. 6. The Contractor is responsible for verifying the quality of steel required for construction 7. All Beam shown with section shall always have bottom steel turned up 10x diameter of the steel 8. This Drawing is to be read in conjunction with specifications and contract document where applicable and as directed by Engineer. 9. The contractor is responsible for verification of the structural design before proceeding with construction of structural elements.
AutoCAD SHX Text
Y1604-200P B1
AutoCAD SHX Text
Y1201-200P T2
AutoCAD SHX Text
Y1202-200P T1
AutoCAD SHX Text
Y1603-200P B2
AutoCAD SHX Text
Y1202-200P T1
AutoCAD SHX Text
Y1604-200P B1
NMLK
7
6
5
2825422517252325
2225
121385075
Type C
C3
C4 C4 C4
C4 C4 C4 C4
C3
C3
C3
C3
C3
Type C
Type CType C
Type CType C
Typ
e C
Typ
e C
Typ
e C
Typ
e C
Typ
e C
Typ
e C
Type C
Type C
Typ
e C
Typ
e C
J
C4
C4
C3
3263
1 : 40
Generator House
Structural
Foundation Layout
BWB
SDD A3
RealiniBaderAssociates Limited
ArchitectsEngineers
Planners
Scale: August, 2016Printed on:
Drawn by:
Date:
Rehabilitation / Completion and Outfitting Work for
Office Building at Regent Road, Hill Station, Freetown
For Sierra Leone Field Office of the African
Development Bank (ADB)
August, 2016
Project Title:
Checked by:
72 Wellington Street, Freetown
Drawing Title:
Sheet Size:
Drawing status: Design: Tender: Contract / Construction:
No. Description Date
1.0 Description dd-mm-yyyy
NOTES:-
R BA
LEGEND:-
Beams
Columns
SL/ADB/ST-18
Footing
P/C Strips
AutoCAD SHX Text
1. All dimension are millimters unless otherwise stated 2. Concrete shall be C35P/20 3. Minimum cover Reinforcement shall be: 75mm Foundation 50mm Columns 40mm Beams And Slabs 4. All Foundation are to bear directly on rock any loose fill to be excavated to rock and back filled with lean mix concrete or as specified by consultant 5. The Contractor is responsible for verifying site conditions including all dimensions, prior to commencing construction. 6. The Contractor is responsible for verifying the quality of steel required for construction 7. All Beam shown with section shall always have bottom steel turned up 10x diameter of the steel 8. This Drawing is to be read in conjunction with specifications and contract document where applicable and as directed by Engineer. 9. The contractor is responsible for verification of the structural design before proceeding with construction of structural elements.
NMLK
7
6
5
282542251725
2325
2225
12138
5075
C3
C4 C4 C4
C4 C4 C4 C4
C3
C3 C3
C3
C3
C3
C4
C4
J
3263
1 : 40
Generator House
Floor Slab
BWB
SDD A3
RealiniBaderAssociates Limited
ArchitectsEngineers
Planners
Scale: August, 2016Printed on:
Drawn by:
Date:
Rehabilitation / Completion and Outfitting Work for
Office Building at Regent Road, Hill Station, Freetown
For Sierra Leone Field Office of the African
Development Bank (ADB)
August, 2016
Project Title:
Checked by:
72 Wellington Street, Freetown
Drawing Title:
Sheet Size:
Drawing status: Design: Tender: Contract / Construction:
No. Description Date
1.0 Description dd-mm-yyyy
NOTES:-
R BA
LEGEND:-
Columns
SL/ADB/ST-19
Floor Slab 150mm thick with
12mm rod meshed at 150mm
spacing C-C
AutoCAD SHX Text
1. All dimension are millimters unless otherwise stated 2. Concrete shall be C35P/20 3. Minimum cover Reinforcement shall be: 75mm Foundation 50mm Columns 40mm Beams And Slabs 4. All Foundation are to bear directly on rock any loose fill to be excavated to rock and back filled with lean mix concrete or as specified by consultant 5. The Contractor is responsible for verifying site conditions including all dimensions, prior to commencing construction. 6. The Contractor is responsible for verifying the quality of steel required for construction 7. All Beam shown with section shall always have bottom steel turned up 10x diameter of the steel 8. This Drawing is to be read in conjunction with specifications and contract document where applicable and as directed by Engineer. 9. The contractor is responsible for verification of the structural design before proceeding with construction of structural elements.
225
300
SECTION M-M
Va
ries
1200
400400400
1200
225
400
900
Va
ries
225
COLUMN TYPE C4
900
338
225
338
900
338 225 338
900
225
225
COLUMN TYPE C3
SECTION K-K
400
BEAM TYPE C
1 : 30
Generator House
Structural DetailsBWB
SDD A3
RealiniBaderAssociates Limited
ArchitectsEngineers
Planners
Scale: August, 2016Printed on:
Drawn by:
Date:
Rehabilitation / Completion and Outfitting Work for
Office Building at Regent Road, Hill Station, Freetown
For Sierra Leone Field Office of the African
Development Bank (ADB)
August, 2016
Project Title:
Checked by:
72 Wellington Street, Freetown
Drawing Title:
Sheet Size:
Drawing status: Design: Tender: Contract / Construction:
No. Description Date
1.0 Description dd-mm-yyyy
NOTES:-
R BA
SL/ADB/ST-20
AutoCAD SHX Text
3T12
AutoCAD SHX Text
R10-150P
AutoCAD SHX Text
3T16
AutoCAD SHX Text
M
AutoCAD SHX Text
NGL.
AutoCAD SHX Text
M
AutoCAD SHX Text
R807-225
AutoCAD SHX Text
02
AutoCAD SHX Text
02
AutoCAD SHX Text
02
AutoCAD SHX Text
SECTION M-MSECTION M-M
AutoCAD SHX Text
M
AutoCAD SHX Text
M
AutoCAD SHX Text
Y1002-150P B2
AutoCAD SHX Text
Y1001-150P B1
AutoCAD SHX Text
4Y1603
AutoCAD SHX Text
K
AutoCAD SHX Text
4Y1603
AutoCAD SHX Text
NGL.
AutoCAD SHX Text
K
AutoCAD SHX Text
R807-225
AutoCAD SHX Text
02
AutoCAD SHX Text
02
AutoCAD SHX Text
02
AutoCAD SHX Text
SECTION K-KSECTION K-K
AutoCAD SHX Text
K
AutoCAD SHX Text
Y1201-150P B1
AutoCAD SHX Text
K
AutoCAD SHX Text
Y1202-150P B2
AutoCAD SHX Text
Y1004
AutoCAD SHX Text
Y1003
AutoCAD SHX Text
Y1004
AutoCAD SHX Text
Y1201-150P B1
AutoCAD SHX Text
Y1202-150P B2
AutoCAD SHX Text
4Y1603
AutoCAD SHX Text
Y1004
AutoCAD SHX Text
Y1201-150P B1
AutoCAD SHX Text
Y1202-150P B2
AutoCAD SHX Text
6Y1603
AutoCAD SHX Text
Y1004
AutoCAD SHX Text
1. All dimension are millimters unless otherwise stated 2. Concrete shall be C35P/20 3. Minimum cover Reinforcement shall be: 75mm Foundation 50mm Columns 40mm Beams And Slabs 4. All Foundation are to bear directly on rock any loose fill to be excavated to rock and back filled with lean mix concrete or as specified by consultant 5. The Contractor is responsible for verifying site conditions including all dimensions, prior to commencing construction. 6. The Contractor is responsible for verifying the quality of steel required for construction 7. All Beam shown with section shall always have bottom steel turned up 10x diameter of the steel 8. This Drawing is to be read in conjunction with specifications and contract document where applicable and as directed by Engineer. 9. The contractor is responsible for verification of the structural design before proceeding with construction of structural elements.
8O Q
30023003002300300
45
0
40
00
36
00
45
09P
Type D
Typ
e D
Typ
e D
Typ
e D
C5
C5
Type D
Type D Type D
C5
C5
C5
C5
1 : 100
Water Tank Structural
Foundation Layout
BWB
SDD A3
RealiniBaderAssociates Limited
ArchitectsEngineers
Planners
Scale: August, 2016Printed on:
Drawn by:
Date:
Rehabilitation / Completion and Outfitting Work for
Office Building at Regent Road, Hill Station, Freetown
For Sierra Leone Field Office of the African
Development Bank (ADB)
August, 2016
Project Title:
Checked by:
72 Wellington Street, Freetown
Drawing Title:
Sheet Size:
Drawing status: Design: Tender: Contract / Construction:
No. Description Date
1.0 Description dd-mm-yyyy
NOTES:-
R BA
LEGEND:-
SL/ADB/ST-21
Beams
Columns
Footing
P/C Strips
AutoCAD SHX Text
1. All dimension are millimters unless otherwise stated 2. Concrete shall be C35P/20 3. Minimum cover Reinforcement shall be: 75mm Foundation 50mm Columns 40mm Beams And Slabs 4. All Foundation are to bear directly on rock any loose fill to be excavated to rock and back filled with lean mix concrete or as specified by consultant 5. The Contractor is responsible for verifying site conditions including all dimensions, prior to commencing construction. 6. The Contractor is responsible for verifying the quality of steel required for construction 7. All Beam shown with section shall always have bottom steel turned up 10x diameter of the steel 8. This Drawing is to be read in conjunction with specifications and contract document where applicable and as directed by Engineer. 9. The contractor is responsible for verification of the structural design before proceeding with construction of structural elements.
40
00
57001501
50
8O Q
9P
1 : 100
Water Tank
Ground Floor
Slab Details
BWB
SDD A3
RealiniBaderAssociates Limited
ArchitectsEngineers
Planners
Scale: August, 2016Printed on:
Drawn by:
Date:
Rehabilitation / Completion and Outfitting Work for
Office Building at Regent Road, Hill Station, Freetown
For Sierra Leone Field Office of the African
Development Bank (ADB)
August, 2016
Project Title:
Checked by:
72 Wellington Street, Freetown
Drawing Title:
Sheet Size:
Drawing status: Design: Tender: Contract / Construction:
No. Description Date
1.0 Description dd-mm-yyyy
NOTES:-
R BA
LEGEND:-
SL/ADB/ST-22
Columns
Floor Slab 200mm thick with
16mm rod meshed at 150mm
spacing C-C
AutoCAD SHX Text
1. All dimension are millimters unless otherwise stated 2. Concrete shall be C35P/20 3. Minimum cover Reinforcement shall be: 75mm Foundation 50mm Columns 40mm Beams And Slabs 4. All Foundation are to bear directly on rock any loose fill to be excavated to rock and back filled with lean mix concrete or as specified by consultant 5. The Contractor is responsible for verifying site conditions including all dimensions, prior to commencing construction. 6. The Contractor is responsible for verifying the quality of steel required for construction 7. All Beam shown with section shall always have bottom steel turned up 10x diameter of the steel 8. This Drawing is to be read in conjunction with specifications and contract document where applicable and as directed by Engineer. 9. The contractor is responsible for verification of the structural design before proceeding with construction of structural elements.
45
0
40
00
31
00
45
0
1350
25
63
1600
Y16 B1
Y16 T1
Y12-150P T1
Y16-200P B2 Y12-150P T2
200 Y16-200P B1
Y16 T2Y16 B2
42
00
8
O Q
9
P
1 : 100
Water Tank
Mezzanine Floor
Suspended Slab
Details
BWB
SDD A3
RealiniBaderAssociates Limited
ArchitectsEngineers
Planners
Scale: August, 2016Printed on:
Drawn by:
Date:
Rehabilitation / Completion and Outfitting Work for
Office Building at Regent Road, Hill Station, Freetown
For Sierra Leone Field Office of the African
Development Bank (ADB)
August, 2016
Project Title:
Checked by:
72 Wellington Street, Freetown
Drawing Title:
Sheet Size:
Drawing status: Design: Tender: Contract / Construction:
No. Description Date
1.0 Description dd-mm-yyyy
NOTES:-
R BA
LEGEND:-
SL/ADB/ST-23
Columns
Reinforcement
AutoCAD SHX Text
1. All dimension are millimters unless otherwise stated 2. Concrete shall be C35P/20 3. Minimum cover Reinforcement shall be: 75mm Foundation 50mm Columns 40mm Beams And Slabs 4. All Foundation are to bear directly on rock any loose fill to be excavated to rock and back filled with lean mix concrete or as specified by consultant 5. The Contractor is responsible for verifying site conditions including all dimensions, prior to commencing construction. 6. The Contractor is responsible for verifying the quality of steel required for construction 7. All Beam shown with section shall always have bottom steel turned up 10x diameter of the steel 8. This Drawing is to be read in conjunction with specifications and contract document where applicable and as directed by Engineer. 9. The contractor is responsible for verification of the structural design before proceeding with construction of structural elements.
40
00
Y16 B1
5400
Y16 B2
Y16 T1 Y16 T2 Y16 T2 Y16 B1
Y12-150P T1
Y16-200P B2 Y12-150P T2
200 Y16-200P B1
8
O Q
9
P
1 : 100
Water Tank Typical
First Floor and
Suspended Slab
Details
BWB
SDD A3
RealiniBaderAssociates Limited
ArchitectsEngineers
Planners
Scale: August, 2016Printed on:
Drawn by:
Date:
Rehabilitation / Completion and Outfitting Work for
Office Building at Regent Road, Hill Station, Freetown
For Sierra Leone Field Office of the African
Development Bank (ADB)
August, 2016
Project Title:
Checked by:
72 Wellington Street, Freetown
Drawing Title:
Sheet Size:
Drawing status: Design: Tender: Contract / Construction:
No. Description Date
1.0 Description dd-mm-yyyy
NOTES:-
R BA
LEGEND:-
SL/ADB/ST-24
Columns
Reinforcement
AutoCAD SHX Text
1. All dimension are millimters unless otherwise stated 2. Concrete shall be C35P/20 3. Minimum cover Reinforcement shall be: 75mm Foundation 50mm Columns 40mm Beams And Slabs 4. All Foundation are to bear directly on rock any loose fill to be excavated to rock and back filled with lean mix concrete or as specified by consultant 5. The Contractor is responsible for verifying site conditions including all dimensions, prior to commencing construction. 6. The Contractor is responsible for verifying the quality of steel required for construction 7. All Beam shown with section shall always have bottom steel turned up 10x diameter of the steel 8. This Drawing is to be read in conjunction with specifications and contract document where applicable and as directed by Engineer. 9. The contractor is responsible for verification of the structural design before proceeding with construction of structural elements.
SECTION Y-Y
BASE C5
Y1602-150P B2
Y1204-200P T2
Y1203-200P T1Y1601-150P B1
75mm Blinding concrete
NGL.
6Y16 05
Y10 05
6Y16 06
Y10 05
COLUMN TYPE C5
1 : 100
Water Tank
Structural Details
BWB
SDD A3
RealiniBaderAssociates Limited
ArchitectsEngineers
Planners
Scale: August, 2016Printed on:
Drawn by:
Date:
Rehabilitation / Completion and Outfitting Work for
Office Building at Regent Road, Hill Station, Freetown
For Sierra Leone Field Office of the African
Development Bank (ADB)
August, 2016
Project Title:
Checked by:
72 Wellington Street, Freetown
Drawing Title:
Sheet Size:
Drawing status: Design: Tender: Contract / Construction:
No. Description Date
1.0 Description dd-mm-yyyy
NOTES:-
R BA
SL/ADB/ST-25
AutoCAD SHX Text
450
AutoCAD SHX Text
300
AutoCAD SHX Text
1700
AutoCAD SHX Text
850
AutoCAD SHX Text
850
AutoCAD SHX Text
450
AutoCAD SHX Text
1200
AutoCAD SHX Text
600
AutoCAD SHX Text
Min 1000
AutoCAD SHX Text
250
AutoCAD SHX Text
1700
AutoCAD SHX Text
Varies
AutoCAD SHX Text
01
AutoCAD SHX Text
04
AutoCAD SHX Text
04
AutoCAD SHX Text
04
AutoCAD SHX Text
04
AutoCAD SHX Text
03
AutoCAD SHX Text
625
AutoCAD SHX Text
625
AutoCAD SHX Text
450
AutoCAD SHX Text
R10 05-200
AutoCAD SHX Text
300
AutoCAD SHX Text
Y
AutoCAD SHX Text
Y
AutoCAD SHX Text
02
AutoCAD SHX Text
02
AutoCAD SHX Text
02
AutoCAD SHX Text
02
AutoCAD SHX Text
450
AutoCAD SHX Text
300
AutoCAD SHX Text
R10-255P
AutoCAD SHX Text
4T12
AutoCAD SHX Text
6T12
AutoCAD SHX Text
Beam-Type-D
AutoCAD SHX Text
4T10
AutoCAD SHX Text
4T12
AutoCAD SHX Text
450
AutoCAD SHX Text
300
AutoCAD SHX Text
R10-225P
AutoCAD SHX Text
Beam-Type-D
AutoCAD SHX Text
1. All dimension are millimters unless otherwise stated 2. Concrete shall be C35P/20 3. Minimum cover Reinforcement shall be: 75mm Foundation 50mm Columns 40mm Beams And Slabs 4. All Foundation are to bear directly on rock any loose fill to be excavated to rock and back filled with lean mix concrete or as specified by consultant 5. The Contractor is responsible for verifying site conditions including all dimensions, prior to commencing construction. 6. The Contractor is responsible for verifying the quality of steel required for construction 7. All Beam shown with section shall always have bottom steel turned up 10x diameter of the steel 8. This Drawing is to be read in conjunction with specifications and contract document where applicable and as directed by Engineer. 9. The contractor is responsible for verification of the structural design before proceeding with construction of structural elements.
44
50
8600
C6 C6 C6 C6
C6 C6 C6
Type F
Type FType F Type F
Type F
Typ
e F
Typ
e F
Typ
e F
Typ
e F
Type F
C6
R
10
11
S T U
1 : 30
Drivers/Security/
Waiting Area Lounge
Foundation Structural
Layout
BWB
SDD A3
RealiniBaderAssociates Limited
ArchitectsEngineers
Planners
Scale: August, 2016Printed on:
Drawn by:
Date:
Rehabilitation / Completion and Outfitting Work for
Office Building at Regent Road, Hill Station, Freetown
For Sierra Leone Field Office of the African
Development Bank (ADB)
August, 2016
Project Title:
Checked by:
72 Wellington Street, Freetown
Drawing Title:
Sheet Size:
Drawing status: Design: Tender: Contract / Construction:
No. Description Date
1.0 Description dd-mm-yyyy
NOTES:-
R BA
LEGEND:-
SL/ADB/ST-26
Beams
Columns
Footing
P/C Strips
AutoCAD SHX Text
1. All dimension are millimters unless otherwise stated 2. Concrete shall be C35P/20 3. Minimum cover Reinforcement shall be: 75mm Foundation 50mm Columns 40mm Beams And Slabs 4. All Foundation are to bear directly on rock any loose fill to be excavated to rock and back filled with lean mix concrete or as specified by consultant 5. The Contractor is responsible for verifying site conditions including all dimensions, prior to commencing construction. 6. The Contractor is responsible for verifying the quality of steel required for construction 7. All Beam shown with section shall always have bottom steel turned up 10x diameter of the steel 8. This Drawing is to be read in conjunction with specifications and contract document where applicable and as directed by Engineer. 9. The contractor is responsible for verification of the structural design before proceeding with construction of structural elements.
44
50
8600
C6 C6 C6 C6
C6 C6 C6 C6
R
10
11
S T U
1 : 30
BWB
SDD A3
RealiniBaderAssociates Limited
ArchitectsEngineers
Planners
Scale: August, 2016Printed on:
Drawn by:
Date:
Rehabilitation / Completion and Outfitting Work for
Office Building at Regent Road, Hill Station, Freetown
For Sierra Leone Field Office of the African
Development Bank (ADB)
August, 2016
Project Title:
Checked by:
72 Wellington Street, Freetown
Drawing Title:
Sheet Size:
Drawing status: Design: Tender: Contract / Construction:
No. Description Date
1.0 Description dd-mm-yyyy
NOTES:-
R BA
LEGEND:-
SL/ADB/ST-27
Columns
Floor Slab 150mm thick with
12mm rod meshed at 150mm
spacing C-C
Drivers/Security/
Waiting Area Lounge
R/C Floor Slab
AutoCAD SHX Text
1. All dimension are millimters unless otherwise stated 2. Concrete shall be C35P/20 3. Minimum cover Reinforcement shall be: 75mm Foundation 50mm Columns 40mm Beams And Slabs 4. All Foundation are to bear directly on rock any loose fill to be excavated to rock and back filled with lean mix concrete or as specified by consultant 5. The Contractor is responsible for verifying site conditions including all dimensions, prior to commencing construction. 6. The Contractor is responsible for verifying the quality of steel required for construction 7. All Beam shown with section shall always have bottom steel turned up 10x diameter of the steel 8. This Drawing is to be read in conjunction with specifications and contract document where applicable and as directed by Engineer. 9. The contraction is responsible for verification of the structural design before proceeding with construction of structural elements.
300
300
Va
ries
300
900
300
300
300
900
300 300 300
900
COLUMN TYPE C6
300
300
SECTION K-K
BEAM TYPE F
Not To Scale
BWB
SDD A3
RealiniBaderAssociates Limited
ArchitectsEngineers
Planners
Scale: August, 2016Printed on:
Drawn by:
Date:
Rehabilitation / Completion and Outfitting Work for
Office Building at Regent Road, Hill Station, Freetown
For Sierra Leone Field Office of the African
Development Bank (ADB)
August, 2016
Project Title:
Checked by:
72 Wellington Street, Freetown
Drawing Title:
Sheet Size:
Drawing status: Design: Tender: Contract / Construction:
No. Description Date
1.0 Description dd-mm-yyyy
NOTES:-
R BA
SL/ADB/ST-28
Drivers/Security/
Waiting Area Lounge
Structural Details
AutoCAD SHX Text
3T12
AutoCAD SHX Text
3T16
AutoCAD SHX Text
4Y1603
AutoCAD SHX Text
K
AutoCAD SHX Text
4Y1603
AutoCAD SHX Text
NGL.
AutoCAD SHX Text
K
AutoCAD SHX Text
R807-225
AutoCAD SHX Text
02
AutoCAD SHX Text
02
AutoCAD SHX Text
02
AutoCAD SHX Text
SECTION K-KSECTION K-K
AutoCAD SHX Text
K
AutoCAD SHX Text
Y1601-150P B1
AutoCAD SHX Text
K
AutoCAD SHX Text
Y1602-150P B2
AutoCAD SHX Text
R8-150P
AutoCAD SHX Text
Y1004
AutoCAD SHX Text
Y1004
AutoCAD SHX Text
Y1601-150P B1
AutoCAD SHX Text
Y1602-150P B2
AutoCAD SHX Text
1. All dimension are millimters unless otherwise stated 2. Concrete shall be C35P/20 3. Minimum cover Reinforcement shall be: 75mm Foundation 50mm Columns 40mm Beams And Slabs 4. All Foundation are to bear directly on rock any loose fill to be excavated to rock and back filled with lean mix concrete or as specified by consultant 5. The Contractor is responsible for verifying site conditions including all dimensions, prior to commencing construction. 6. The Contractor is responsible for verifying the quality of steel required for construction 7. All Beam shown with section shall always have bottom steel turned up 10x diameter of the steel 8. This Drawing is to be read in conjunction with specifications and contract document where applicable and as directed by Engineer. 9. The contractor is responsible for verification of the structural design before proceeding with construction of structural elements.
15
50
2300
Type G
Typ
e G
Typ
e G
C7
C7
C7 C7
C7
C7
C7
C7
Y16-200P B2
Y16-200P B1 100
Not To Scale
Back Security Post
Foundation Structural
Layout,Ground Floor
Slab & Suspended
Slab Details
BWB
SDD A3
RealiniBaderAssociates Limited
ArchitectsEngineers
Planners
Scale: August, 2016Printed on:
Drawn by:
Date:
Rehabilitation / Completion and Outfitting Work for
Office Building at Regent Road, Hill Station, Freetown
For Sierra Leone Field Office of the African
Development Bank (ADB)
August, 2016
Project Title:
Checked by:
72 Wellington Street, Freetown
Drawing Title:
Sheet Size:
Drawing status: Design: Tender: Contract / Construction:
No. Description Date
1.0 Description dd-mm-yyyy
NOTES:-
R BA
LEGEND:-
SL/ADB/ST-29
Beams
Columns
Footing
P/C Strips
Floor Slab 100mm thick with
16mm rod meshed at 150mm
spacing C-C
AutoCAD SHX Text
1. All dimension are millimters unless otherwise stated 2. Concrete shall be C35P/20 3. Minimum cover Reinforcement shall be: 75mm Foundation 50mm Columns 40mm Beams And Slabs 4. All Foundation are to bear directly on rock any loose fill to be excavated to rock and back filled with lean mix concrete or as specified by consultant 5. The Contractor is responsible for verifying site conditions including all dimensions, prior to commencing construction. 6. The Contractor is responsible for verifying the quality of steel required for construction 7. All Beam shown with section shall always have bottom steel turned up 10x diameter of the steel 8. This Drawing is to be read in conjunction with specifications and contract document where applicable and as directed by Engineer. 9. The contractor is responsible for verification of the structural design before proceeding with construction of structural elements.
200
200
Va
ries
200
800
300
200
300
800
300 200 300
800
COLUMN TYPE C7
200
200
SECTION K-K
BEAM TYPE G
Not To Scale
BWB
SDD A3
RealiniBaderAssociates Limited
ArchitectsEngineers
Planners
Scale: August, 2016Printed on:
Drawn by:
Date:
Rehabilitation / Completion and Outfitting Work for
Office Building at Regent Road, Hill Station, Freetown
For Sierra Leone Field Office of the African
Development Bank (ADB)
August, 2016
Project Title:
Checked by:
72 Wellington Street, Freetown
Drawing Title:
Sheet Size:
Drawing status: Design: Tender: Contract / Construction:
No. Description Date
1.0 Description dd-mm-yyyy
NOTES:-
R BA
SL/ADB/ST-30
Back Security Post
Structural Details
AutoCAD SHX Text
3T12
AutoCAD SHX Text
3T16
AutoCAD SHX Text
4Y1603
AutoCAD SHX Text
K
AutoCAD SHX Text
4Y1603
AutoCAD SHX Text
NGL.
AutoCAD SHX Text
K
AutoCAD SHX Text
R807-225
AutoCAD SHX Text
02
AutoCAD SHX Text
02
AutoCAD SHX Text
02
AutoCAD SHX Text
SECTION K-KSECTION K-K
AutoCAD SHX Text
K
AutoCAD SHX Text
Y1601-150P B1
AutoCAD SHX Text
K
AutoCAD SHX Text
Y1602-150P B2
AutoCAD SHX Text
R8-150P
AutoCAD SHX Text
Y1004
AutoCAD SHX Text
Y1004
AutoCAD SHX Text
Y1601-150P B1
AutoCAD SHX Text
Y1602-150P B2
AutoCAD SHX Text
1. All dimension are millimters unless otherwise stated 2. Concrete shall be C35P/20 3. Minimum cover Reinforcement shall be: 75mm Foundation 50mm Columns 40mm Beams And Slabs 4. All Foundation are to bear directly on rock any loose fill to be excavated to rock and back filled with lean mix concrete or as specified by consultant 5. The Contractor is responsible for verifying site conditions including all dimensions, prior to commencing construction. 6. The Contractor is responsible for verifying the quality of steel required for construction 7. All Beam shown with section shall always have bottom steel turned up 10x diameter of the steel 8. This Drawing is to be read in conjunction with specifications and contract document where applicable and as directed by Engineer. 9. The contractor is responsible for verification of the structural design before proceeding with construction of structural elements.
Y16-200P B2 Y16-200P B1
300
2000
15
00
Y16-200P T2 Y16-200P T1
1 : 30
Concrete Plinth For
Fire Hydrant Pump
Layout
BWB
SDD A3
RealiniBaderAssociates Limited
ArchitectsEngineers
Planners
Scale: August, 2016Printed on:
Drawn by:
Date:
Rehabilitation / Completion and Outfitting Work for
Office Building at Regent Road, Hill Station, Freetown
For Sierra Leone Field Office of the African
Development Bank (ADB)
August, 2016
Project Title:
Checked by:
72 Wellington Street, Freetown
Drawing Title:
Sheet Size:
Drawing status: Design: Tender: Contract / Construction:
No. Description Date
1.0 Description dd-mm-yyyy
NOTES:-
R BA
SL/ADB/ST-31
AutoCAD SHX Text
1. All dimension are millimters unless otherwise stated 2. Concrete shall be C35P/20 3. Minimum cover Reinforcement shall be: 75mm Foundation 50mm Columns 40mm Beams And Slabs 4. All Foundation are to bear directly on rock any loose fill to be excavated to rock and back filled with lean mix concrete or as specified by consultant 5. The Contractor is responsible for verifying site conditions including all dimensions, prior to commencing construction. 6. The Contractor is responsible for verifying the quality of steel required for construction 7. All Beam shown with section shall always have bottom steel turned up 10x diameter of the steel 8. This Drawing is to be read in conjunction with specifications and contract document where applicable and as directed by Engineer. 9. The contractor is responsible for verification of the structural design before proceeding with construction of structural elements.
12 0.230
BENDING DETAILS
12 0.266
STAIRCASE No. 1
01
02
03
10
14
10
3
2
1
7.389
2.000
2.450
221.67
56.00
24.50
0.024
30
28
10
10
1
10
04
12
10
1
2.600
26.00 0.01
10
05
10
10.01
10
06
12
12
BUTTOM
BUTTOM
TOP
TOP12
10
50
1
1
10
50
2000
3589
1800
1750
125 125
2000
450
2000
450
2.450 24.50 0.024
2000
600
2000
600
2000
600
450
450
125
2.600
2.600
2.600
26.00
26.00
26.00
0.01
0.01
BENDING DETAILS
12 0.133
STAIRCASE No: 2
02
03
10
10
2
1
4.783
2.100
133.924
21.000
0.021
BUTTOM 28
10
10
1
10
04
12
44
120.000 0.020
10
05
10
50
10.010
10
06
07
12
12
BUTTOM
BUTTOM
TOP
12
10 1 10
0.024
3250
450
450
125
1.025
8.030
10.25
80.300
0.080
BUTTOM
1500
3283
1500
600
1500
600
1500
3280
2.000
21.000
2.100
07
08
TOP
TOP
B
U
T
T
O
M
T
O
P
12
10
i
n
t
h
e
e
l
e
m
e
n
t
o
f
e
l
e
m
e
n
t
s
Total
Number
BAR
MARK
M
M
S
u
b
t
o
t
a
l
(
m
)
D
I
A
M
E
T
E
R
Symbol (m)
T
o
t
a
l
m
a
s
s
(
t
)
L
O
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A
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I
O
N
L
e
n
g
t
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(
m
)
i
n
t
h
e
e
l
e
m
e
n
t
o
f
e
l
e
m
e
n
t
s
Total
Number
BAR
MARK
M
M
S
u
b
t
o
t
a
l
(
m
)
D
I
A
M
E
T
E
R
Symbol (m)
T
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a
l
m
a
s
s
(
t
)
L
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A
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L
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n
g
t
h
(
m
)
1750
125 125
B
U
T
T
O
M
T
O
P
1 : 30
Staircase No.1 & 2
Bending DetailsPH
SDD A3
RealiniBaderAssociates Limited
ArchitectsEngineersPlanners
Scale: August, 2016Printed on:
Drawn by:
Date:
Rehabilitation / Completion and Outfitting Work for
Office Building at Regent Road, Hill Station, Freetown
For Sierra Leone Field Office of the African
Development Bank (ADB)
August, 2016
Project Title:
Checked by:
72 Wellington Street, Freetown
Drawing Title:
Sheet Size:
Drawing status: Design: Tender: Contract / Construction:
No. Description Date
1.0 Description dd-mm-yyyy
NOTES:-
R BA
SL/ADB/ST-32
BAR
MARK
M
M
12 1.216
BENDING DETAILS
S
u
b
t
o
t
a
l
(
m
)
D
I
A
M
E
T
E
R
Symbol (m)
T
o
t
a
l
m
a
s
s
(
t
)
i
n
t
h
e
e
l
e
m
e
n
t
o
f
e
l
e
m
e
n
t
s
Total
Number
TOP
2975
20
0
12 0.266
16
16
LIFT SHAFT BASE
L
O
C
A
T
I
O
N
01
02
03
04
TOP
BOTTOM
BOTTOM
80
80
80
80
1
1
1
1
80
80
80
80
3.4
3.4
3.4
3.4
269
269
269
269
0.678
0.678
2975
20
0
2975
20
0
2975
20
0
12 1.216
BENDING DETAILS
TOP
2475
12
5
12 0.266
10
LIFT ROOF SLAB
01
02
03
34
34
4
1
1
1
2.73
2.73
0.5
93
93
20.01
2475
12
5
100
12
1.216
12
BENDING DETAILS
2250
12
0.266
LIFT SHAFT
Front
Back
136
68
136
1
1
1
1
9
9
5.2
348.8
348.8
0.678
0.678
BUTTOM
34
34
4
10
0
1
0
0
1
0
0
05
06
07
08
Front
Back
136
12
136
68
136
136
507.3
507.3
5.13
9
20
0
2250
9
2250
20
0
2250
S
P
A
C
E
R
B
A
R
S
i
n
t
h
e
e
l
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m
e
n
t
o
f
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l
e
m
e
n
t
s
Total
Number
BAR
MARK
M
M
L
e
n
g
t
h
(
m
)
S
u
b
t
o
t
a
l
(
m
)
D
I
A
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E
T
E
R
Symbol (m)
T
o
t
a
l
m
a
s
s
(
t
)
L
O
C
A
T
I
O
N
i
n
t
h
e
e
l
e
m
e
n
t
o
f
e
l
e
m
e
n
t
s
Total
Number
BAR
MARK
M
M
S
u
b
t
o
t
a
l
(
m
)
D
I
A
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E
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Symbol (m)
T
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a
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m
a
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(
t
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L
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A
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L
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g
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(
m
)
L
e
n
g
t
h
(
m
)
1 : 30
Lift Shaft Base &
Slab Bending
Details
PH
SDD A3
RealiniBaderAssociates Limited
ArchitectsEngineersPlanners
Scale: August, 2016Printed on:
Drawn by:
Date:
Rehabilitation / Completion and Outfitting Work for
Office Building at Regent Road, Hill Station, Freetown
For Sierra Leone Field Office of the African
Development Bank (ADB)
August, 2016
Project Title:
Checked by:
72 Wellington Street, Freetown
Drawing Title:
Sheet Size:
Drawing status: Design: Tender: Contract / Construction:
No. Description Date
1.0 Description dd-mm-yyyy
NOTES:-
R BA
SL/ADB/ST-33
12
16
BENDING DETAILS
TOP
3900
15
0
12
Water tank Mezzanine Floor Slab
TOP
BOTTOM
BOTTOM
27
27
19
19
1
1
1
1
27
27
19
19
2.950
2.950
71.50
71.50
2650
15
0
15
0
15
0
15
0
2650
15
0
15
01
50
3900
4.200
4.200
79.80
79.80
16
0.071
0.071
0.079
0.079
2688
15
0
12TOP
BOTTOM
1
1
13
18
15
0
15
0
15
0
2688
2.988
2.988
37.70
53.78
16
0.037
0.053
13
19
1775
15
0
12TOP
BOTTOM
1
1
13
18
15
0
15
0
15
0
1775
2.075
2.075
26.98
37.35
16
0.027
0.037
13
18
08
12
16
BENDING DETAILS
TOP
Roof Slab & Parapet Water Tank
01
02 BOTTOM
27
35
1
1
27
35
5.600
4.200
151.20
147.00
3900
15
0
15
0
5300
15
0
15
0
0.150
0.140
16
16
BENDING DETAILS
Roof Slab & Parapet Water Tank
01
02
B
O
T
T
O
M
35
35
1
1
27
35
5.600
4.200
151.20
147.00
3900
15
0
15
0
5300
15
0
15
0
0.150
0.140
12
351
354.200
147.00
2000
50
0
0.07
T
O
PB
A
C
K
F
R
O
N
T
P
A
R
A
P
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Total
Number
BAR
MARK
M
M
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(
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Symbol (m)
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(
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Total
Number
BAR
MARK
M
M
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(
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Symbol (m)
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(
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Total
Number
BAR
MARK
M
M
S
u
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a
l
(
m
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D
I
A
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E
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Symbol (m)
T
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a
l
m
a
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(
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L
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(
m
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B
O
T
T
O
M
T
O
P
1 : 30
Water Tank
Mezzanine Slab &
Typical Slab
Bending Details
PH
SDD A3
RealiniBaderAssociates Limited
ArchitectsEngineersPlanners
Scale: August, 2016Printed on:
Drawn by:
Date:
Rehabilitation / Completion and Outfitting Work for
Office Building at Regent Road, Hill Station, Freetown
For Sierra Leone Field Office of the African
Development Bank (ADB)
August, 2016
Project Title:
Checked by:
72 Wellington Street, Freetown
Drawing Title:
Sheet Size:
Drawing status: Design: Tender: Contract / Construction:
No. Description Date
1.0 Description dd-mm-yyyy
NOTES:-
R BA
SL/ADB/ST-34
