J2 _Facility Drawings_CLASSROOM.pdf
PDF 8 MB Posted
- Attached to
- Secondary Education Expansion for Development (SEED) Rural Group 2 Activity Federal contract opportunity
- Solicitation number
- 72061222R00005
About this file
This Request for Proposal solicits construction services for the Secondary Education Expansion for Development (SEED) Rural Group 2 Activity in Malawi. USAID seeks to award up to four firm fixed price contracts to construct a total of 35 community day secondary schools across 18 districts, with construction completion required within 13 months of award and a 12-month warranty period. The sites are divided into four lots based on geography, with two large lots of 19-20 schools each set aside for Malawian firms only, and two smaller lots of 6 schools each open to international competition but requiring Malawian prime contractors. Offerors may bid on one or both group A lots and one or both group B lots, and must indicate their proposed lots and maximum capacity. Proposals are due within 120 days and awards will be made to separate contractors for each lot.
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Text version
81 m²
CLASSROOM
CLR 100
81 m²
CLASSROOM
22.7 m²
OFFICE
CLR 101
CLR 102
A E F K
B C D G H J
24000
2700 900
10000 4000 10000
31600
2600 2300 2300 2600 2600230023002600
38003800
2650 4200 2650
P2.1
P1.1
SIM
C-A-401
C-A-402
C-A-402
C-A-402
C-A-402
C-A-202
C-A-202
C-A-202
C-A-201
C-A-201
C-A-401
C-A-401
1 1
C-A-303 C-A-303
C-A-301
C-A-301
C-A-301
C-A-301
P2.1
P1.2
P1.1
P1.1
P1
P1
P1
C-A-504
C-A-504
C-A-302
C-A-302
D-A-510
P1.1
C-A-301
C-A-301
SLOPE
50:1000
SLOPE
50:1000
CONCRETE RAMP
200X200mm
CONCRETE
COLUMNS, TYP
100X200mm MASONRY
SCREEN WALL, TYP
W5
W5W5W5
800 1200 1200 1200 1200 1200 1100 900 1200 1200 900 1100 1200 1200 1200 1200 1200 800
800 900 1500 1200 1100 1200 1100 1200 1200 1200 1200 1200 1200 1200 1100 1200 1100 1200 1300 900 1000
CONCRETE RAMP
TYP
100100
2250 2250 2650 22502650 2250
W5 W5
W5 W5 W5 W5 W5
W5 W5 W5
C-A-401
1000 1000
GABLE END DRAINAGE
APRON, TYP REFER TO
SITE AND STRUCTURAL
DRAWINGS
C-A-504
PERIMETER
OF CLERESTORY
MONITOR
ABOVE
D-A-515
TYP
D-A-515
TYP
STOOP OVER DRAINAGE APRON
DETAIL INCLUDING SIDE RAMPS &
BACK STOOPS, SEE D-C-503
SEE ROOF
DRAINAGE APRON
DETAIL ON D-C-503
C-A-401
SIM
D-S-503
D-C-503
TYP
TYP
D-A-515
TYP
ROOF LINE ABOVE,
TYP
PERIMETER
OF CLERESTORY
MONITOR
ABOVE
VAULTED
CEILING AT
GABLE END
VAULTED
CEILING AT
GABLE END
BEYOND
A
B
C
D
E
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D
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ALL DIMENSIONS SHOWN IN CALLOUTS
AND/OR NOTES ARE IN MILLIMETERS
UNLESS NOTED OTHERWISE
B
F
P
O
C U
R E
M E
N T
T E
T R
A
T
E C
H
THIS PROJECT, MALAWI SECONDARY EDUCATION EXPANSION FOR
DEVELOPMENT (SEED) PROJECT, WAS MADE POSSIBLE BY THE
SUPPORT OF THE AMERICAN PEOPLE THROUGH THE UNITED
STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND
THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).
S E
D
M
A C
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Y
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K A
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M
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A R
D E
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T I S
C L
R A
F
L O
A
N D
W G
C-A-101
C L A
S S
R O
O M
F L O
A
N
BARSCALE
SCALE =
FLOOR PLAN
1:50
KEY PLANGENERAL NOTES
A. DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONS.
B. REFER INCONSISTENCIES TO USAID COR PRIOR TO
COMMENCING THE WORK IN AFFECTED AREA.
C. ITEMS ARE SHOWN DIAGRAMMATICALLY ON DRAWINGS. VERIFY
SPACE REQUIREMENTS AND DIMENSIONS IN FIELD TO FIT THE
WORK PROPERLY.
D. NOTES SHOWN ON ONE DRAWING APPLY TO ALL SIMILIAR
DRAWINGS.
E. GROUT FILL EVERY FIFTH CMU CORE VERTICALLY FOR ADDED
WALL STABILIZATION.
F. UNLESS NOTED OTHERWISE, ALL DOOR JAMBS TO BE SET 200mm
FROM ADJACENT MASONRY WALLS.
AutoCAD SHX Text
AutoCAD SHX Text 1:50
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 5m
24100
10100 3900 10100
A
TYP
C-A-202
C-A-303
C-A-301
C-A-301
C-A-202
C-A-202
1 2
C-A-303
C-A-301
WALLS BELOW
WALLS
BELOW,
TYP
SLOPE
250:1000
SLOPE
250:1000
C-A-201 C-A-201
C-A-502
C-A-502
C-A-301
SLOPE
250:1000
24100
C-A-302
C-A-302
E F
K B C D G H J
HILO
HI
HI
HI
HI
HI
HI
HI
LO
LO
LO
LO
LO
LO
LO
SLAB ON GRADE
19460 23202320
HATCHED AREA IDENTIFIED ON NORTH
FACING ROOF FOR INSTALLATION
OF PV SOLAR PANELS BY OTHERS, TYP
SLOPE
250:1000 GUTTER
SLOPE
250:1000
C-A-301
C-A-301
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10 11
D E
S I G
N E
D
B
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D R
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B
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C H
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Z:\SHARED\PROJECTS\127-44525-19001\CAD\SHEETFILES\01_FACILITIES\10_CLR_CLASSROOM\ARCHITECTURAL\CLR-A102 ROOF PLAN.DWG
ALL DIMENSIONS SHOWN IN CALLOUTS
AND/OR NOTES ARE IN MILLIMETERS
UNLESS NOTED OTHERWISE
F
O
C U
R E
M E
N T
T E
T R
A
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THIS PROJECT, MALAWI SECONDARY EDUCATION EXPANSION FOR
DEVELOPMENT (SEED) PROJECT, WAS MADE POSSIBLE BY THE
SUPPORT OF THE AMERICAN PEOPLE THROUGH THE UNITED
STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND
THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).
S E
A C
I L
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Y
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K A
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A R
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C L
R A
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F
P
L A
N D
W G
C-A-102
C L A
S S
R O
O M
R O
A
N
BARSCALE
SCALE =
ROOF PLAN
1:50
KEY PLANGENERAL NOTES
A. DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONS.
B. REFER INCONSISTENCIES TO USAID COR PRIOR TO
COMMENCING THE WORK IN AFFECTED AREA.
C. ITEMS ARE SHOWN DIAGRAMMATICALLY ON DRAWINGS. VERIFY
SPACE REQUIREMENTS AND DIMENSIONS IN FIELD TO FIT THE
WORK PROPERLY.
D. NOTES SHOWN ON ONE DRAWING APPLY TO ALL SIMILIAR
DRAWINGS.
E. GROUT FILL EVERY FIFTH CMU CORE VERTICALLY FOR ADDED
WALL STABILIZATION.
F. UNLESS NOTED OTHERWISE, ALL DOOR JAMBS TO BE SET 200mm
FROM ADJACENT MASONRY WALLS.
AutoCAD SHX Text
AutoCAD SHX Text 1:50
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
CLR 100
CLASSROOM
OFFICE
CLR 101
CLR 102
81 m² 81 m²
22.7 m²
J
J
J
JJJ JJJJ
JJJJJJJJ
JJ J J
JJ
J J J JJ
24000
10000
10000
BEAM, SEE STRU
100x300mm SOFFIT VENT, TYP
CEILING VAULTED
RAFTER, SEE STRU, TYP
BEAM, SEE STRU
CORRUGATED METAL
AWNING
100x300mm SOFFIT VENT, TYP
LIGHTING TERMINATION
BOX, SEE ELEC, TYP
1 1
C-A-303 C-A-303
CEILING GRID SYSTEM
ATTACHED TO BOTTOM
OF TRUSS, 25x50mm CFM
PURLINS @ 600mm O.C., TYP
C-A-301
C-A-301
C-A-301
C-A-301
C-A-302
C-A-302
CT1
C-A-401
C-A-401
SIM
C-A-130
C-A-301
C-A-301
2920mm AFF
CT1
2920mm AFF
CT1
2920mm AFF
CT1
2920mm AFF
CT1
2920mm AFF
CT1CT1
CT1
CT1 CT1
CT2 CT2
2800mm AFF 2800mm AFF
4990mm AFF
5435mm AFF
4990mm AFF
5435mm AFF
4990mm AFF
5435mm AFF
S L O
P E
D
C E
I L I N
G
S L O
P E
D
C E
I L I N
G
S L O
P E
D
C E
I L I N
G
S L O
P E
D
C E
I L I N
G
S L O
P E
D
C E
I L I N
G
CT2
2800mm AFF
4310mm AFF
3960mm AFF
4310mm AFF
3960mm AFF
SUSPENDED
EXTERIOR PVC
SOFFIT
SOFFIT VENT
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10 11
D E
S I G
N E
D
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D R
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B
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C H
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Z:\SHARED\PROJECTS\127-44525-19001\CAD\SHEETFILES\01_FACILITIES\10_CLR_CLASSROOM\ARCHITECTURAL\CLR-A130 REFLECTED CEILING PLAN.DWG
ALL DIMENSIONS SHOWN IN CALLOUTS
AND/OR NOTES ARE IN MILLIMETERS
UNLESS NOTED OTHERWISE
F
O
C U
R E
M E
N T
T E
T R
A
T
E C
H
THIS PROJECT, MALAWI SECONDARY EDUCATION EXPANSION FOR
DEVELOPMENT (SEED) PROJECT, WAS MADE POSSIBLE BY THE
SUPPORT OF THE AMERICAN PEOPLE THROUGH THE UNITED
STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND
THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).
S E
A C
I L
I T
Y
P
A C
K A
G E
M
H
A R
D E
R
S
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B
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T I S
C L
R A
C
E I L
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G
P
L A
N D
W G
C-A-130
C L A
S S
R O
O M
R E
F L E
C T
I L I N
G
P
L A
N
BARSCALE
SCALE =
REFLECTED CEILING PLAN
1:50
KEY PLANGENERAL NOTES
A. DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONS.
B. REFER INCONSISTENCIES TO USAID COR PRIOR TO
COMMENCING THE WORK IN AFFECTED AREA.
C. ITEMS ARE SHOWN DIAGRAMMATICALLY ON DRAWINGS. VERIFY
SPACE REQUIREMENTS AND DIMENSIONS IN FIELD TO FIT THE
WORK PROPERLY.
D. NOTES SHOWN ON ONE DRAWING APPLY TO ALL SIMILIAR
DRAWINGS.
E. GROUT FILL EVERY FIFTH CMU CORE VERTICALLY FOR ADDED
WALL STABILIZATION.
F. UNLESS NOTED OTHERWISE, ALL DOOR JAMBS TO BE SET 200mm
FROM ADJACENT MASONRY WALLS.
LEGEND
ELECTRICAL JUNCTION BOX, SEE ELECTRICAL
METAL SOFFIT VENT
PVC PANELS WITH INSULATION
PVC PANELS
J
CT1
CT2
SCALE =
SOFFIT VENT DETAIL
1:5
AutoCAD SHX Text
AutoCAD SHX Text 1:50
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NORTH FACING
D-A-510
A B C D E F G H J K
S1
S1
S2 S3 S2
TYP
BS
330 400
650 650
400 330
4475 2075 2075 44753805
TYP TYP
TYP
TYP
TYP
TYP
NORTH FACING
A B C D E F G H J K
330 400
650 650
400 330
S1
S1
S2 S3 S2
TYP
BS
4475 2075 2075 44753805
TYP TYP
TYP
TYP
TYP
TYP
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10 11
D E
S I G
N E
D
B
Y
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
S U
B M
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T E
D
B
Y
S I Z
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S U
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D
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Z:\SHARED\PROJECTS\127-44525-19001\CAD\SHEETFILES\01_FACILITIES\10_CLR_CLASSROOM\ARCHITECTURAL\CLR-A201 ELEVATIONS.DWG
ALL DIMENSIONS SHOWN IN CALLOUTS
AND/OR NOTES ARE IN MILLIMETERS
UNLESS NOTED OTHERWISE
F
O
C U
R E
M E
N T
T E
T R
A
T
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THIS PROJECT, MALAWI SECONDARY EDUCATION EXPANSION FOR
DEVELOPMENT (SEED) PROJECT, WAS MADE POSSIBLE BY THE
SUPPORT OF THE AMERICAN PEOPLE THROUGH THE UNITED
STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND
THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).
S E
A C
I L
I T
Y
P
A C
K A
G E
S K
O
S K
O
D N
H
C L
R A
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L E
V A
T I O
N S
D
W G
C-A-201
C L A
S S
R O
O M
E X
T E
R I O
R
E
L E
V A
T I O
N S
O
F
BARSCALE
SCALE =
FRONT ELEVATION W/ SCREEN WALL
1:50
SCALE =
FRONT ELEVATION
1:50
KEY PLAN
GENERAL NOTES
A. DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONS.
B. REFER INCONSISTENCIES TO USAID COR PRIOR TO
COMMENCING THE WORK IN AFFECTED AREA.
C. ITEMS ARE SHOWN DIAGRAMMATICALLY ON DRAWINGS. VERIFY
SPACE REQUIREMENTS AND DIMENSIONS IN FIELD TO FIT THE
WORK PROPERLY.
D. NOTES SHOWN ON ONE DRAWING APPLY TO ALL SIMILIAR
DRAWINGS.
E. GROUT FILL EVERY FIFTH CMU CORE VERTICALLY FOR ADDED
WALL STABILIZATION.
F. UNLESS NOTED OTHERWISE, ALL DOOR JAMBS TO BE SET 200mm
FROM ADJACENT MASONRY WALLS.
KEYED NOTES
CORRUGATED ROOF PANELS
CMU EXTERIOR WALL
METAL LOUVER
STRUCTURAL TRUSS
CONCRETE BEAM
CORRUGATED WALL PANEL
CONCRETE RAMP
SLAB ON GRADE
CONCRETE FOUNDATION BEAM
MARKER BOARD
CLERESTORY FIXED WINDOW
HOLLOW METAL DOOR WITH TRANSOM
METAL FRAMED WINDOW
PRECAST CONCRETE SILL
GUTTER AND RAIN CHAIN
PAINTED PRECAST SCREEN WALL AND COLUMN
9 CONCRETAPRON AND DRAIN
SLATE CHALKBOARD - TEACHING SURFACE
TACK BOARD
AutoCAD SHX Text
AutoCAD SHX Text 1:50
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SOUTH FACING
650 650
400 330
TOP OF BOND BEAM
3000 mm
TOP OF GABLE ROOF
4590 mm
TOP OF MONITOR ROOF
5790 mm
FINISHED FLOOR
0 mm
GRADE
-300 mm
L1 L2 L3 L2 L1
4475 2075 3805 2075 4475
STOOP STOOP
12 1311 TYP TYP TYP
TOP OF BOND BEAM
3000 mm
TOP OF GABLE ROOF
4590 mm
TOP OF MONITOR ROOF
5790 mm
FINISHED FLOOR
0 mm
GRADE
-300 mm
L6
STOOP
TOP OF BOND BEAM
3000 mm
TOP OF GABLE ROOF
4590 mm
TOP OF MONITOR ROOF
5790 mm
FINISHED FLOOR
0 mm
GRADE
-300 mm
3 4
L6
STOOP
3550 3550
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10 11
D E
S I G
N E
D
B
Y
D R
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N
B
Y
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
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I S
S U
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D
A T
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ALL DIMENSIONS SHOWN IN CALLOUTS
AND/OR NOTES ARE IN MILLIMETERS
UNLESS NOTED OTHERWISE
F
O
C U
R E
M E
N T
T E
T R
A
T
E C
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THIS PROJECT, MALAWI SECONDARY EDUCATION EXPANSION FOR
DEVELOPMENT (SEED) PROJECT, WAS MADE POSSIBLE BY THE
SUPPORT OF THE AMERICAN PEOPLE THROUGH THE UNITED
STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND
THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).
S E
A C
I L
I T
Y
P
A C
K A
G E
M H
A R
D E
R
S
O
B
R I E
N
D
H
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I O
T I S
C L
R A
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L E
V A
T I O
N S
D
W G
C-A-202
C L A
S S
R O
O M
E X
T E
R I O
R
E
L E
V A
T I O
N S
O
F
BARSCALE
SCALE =
REAR ELEVATION
1:50
SCALE =
SIDE ELEVATION
1:50
SCALE =
SIDE ELEVATION
1:50
KEY PLAN
KEYED NOTES
CORRUGATED ROOF PANELS
CMU EXTERIOR WALL
METAL LOUVER
STRUCTURAL TRUSS
CONCRETE BEAM
CORRUGATED WALL PANEL
CONCRETE RAMP
SLAB ON GRADE
CONCRETE FOUNDATION BEAM
MARKER BOARD
CLERESTORY FIXED WINDOW
HOLLOW METAL DOOR WITH TRANSOM
METAL FRAMED WINDOW
PRECAST CONCRETE SILL
GUTTER AND RAIN CHAIN
PAINTED PRECAST SCREEN WALL AND COLUMN
9 CONCRETAPRON AND DRAIN
SLATE CHALKBOARD - TEACHING SURFACE
TACK BOARD
AutoCAD SHX Text
AutoCAD SHX Text 1:50
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
C-A-401
C-A-502
C-A-502
A-401
1 3
2 4
CLASSROOM
CLR 100
1 2 3 4
TOP OF BOND BEAM
3000 mm
TOP OF GABLE ROOF
4590 mm
TOP OF MONITOR ROOF
5790 mm
FINISHED FLOOR
0 mm
GRADE
-300 mm
WALL BOARD,
FRAMING
19 19
TYP
C-A-402
OFFICE
CLR 101
1 2 3 4
TOP OF BOND BEAM
3000 mm
TOP OF GABLE ROOF
4590 mm
TOP OF MONITOR ROOF
5790 mm
FINISHED FLOOR
0 mm
GRADE
-300 mm
200x250 CONC. BEAM, SEE STRU
2000 2000
L7
TYP
OFFICE
CLR 101
TOP OF BOND BEAM
3000 mm
TOP OF GABLE ROOF
4590 mm
TOP OF MONITOR ROOF
5790 mm
FINISHED FLOOR
0 mm
GRADE
-300 mm
CONCRETE COLUMN,
200 x 200 mm
200x250 mm CONC. BEAM, SEE STRU
L7
2000 2000
C-A-502
C-A-502
D-A-516
D-A-516
GUTTER &
RAIN CHAIN
SEE 5/D-A-516 FOR
CORDER METAL
PANEL DETAIL
TYP
A
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UNLESS NOTED OTHERWISE
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DEVELOPMENT (SEED) PROJECT, WAS MADE POSSIBLE BY THE
SUPPORT OF THE AMERICAN PEOPLE THROUGH THE UNITED
STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND
THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).
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SCALE =
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SCALE =
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1:50
GENERAL NOTES
A. DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONS.
B. REFER INCONSISTENCIES TO USAID COR PRIOR TO
COMMENCING THE WORK IN AFFECTED AREA.
C. ITEMS ARE SHOWN DIAGRAMMATICALLY ON DRAWINGS. VERIFY
SPACE REQUIREMENTS AND DIMENSIONS IN FIELD TO FIT THE
WORK PROPERLY.
D. NOTES SHOWN ON ONE DRAWING APPLY TO ALL SIMILIAR
DRAWINGS.
E. GROUT FILL EVERY FIFTH CMU CORE VERTICALLY FOR ADDED
WALL STABILIZATION.
F. UNLESS NOTED OTHERWISE, ALL DOOR JAMBS TO BE SET 200mm
FROM ADJACENT MASONRY WALLS.
KEYED NOTES
CORRUGATED ROOF PANELS
CMU EXTERIOR WALL
METAL LOUVER
STRUCTURAL TRUSS
CONCRETE BEAM
CORRUGATED WALL PANEL
CONCRETE RAMP
SLAB ON GRADE
CONCRETE FOUNDATION BEAM
MARKER BOARD
CLERESTORY FIXED WINDOW
HOLLOW METAL DOOR WITH TRANSOM
METAL FRAMED WINDOW
PRECAST CONCRETE SILL
GUTTER AND RAIN CHAIN
PAINTED PRECAST SCREEN WALL AND COLUMN
9 CONCRETAPRON AND DRAIN
SLATE CHALKBOARD - TEACHING SURFACE
TACK BOARD
SCALE =
SECTION
1:50
AutoCAD SHX Text
AutoCAD SHX Text 1:50
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
C-A-401
TOP OF BOND BEAM
3000 mm
TOP OF GABLE ROOF
4590 mm
FINISHED FLOOR
0 mm
GRADE
-300 mm
1600 3600 1600
PVC CEILING
SYSTEM,
SEE RCP
D-A-514
1719 19
STOOP
BEYOND
WALL BOARD, FRAMING
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UNLESS NOTED OTHERWISE
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THIS PROJECT, MALAWI SECONDARY EDUCATION EXPANSION FOR
DEVELOPMENT (SEED) PROJECT, WAS MADE POSSIBLE BY THE
SUPPORT OF THE AMERICAN PEOPLE THROUGH THE UNITED
STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND
THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).
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SCALE =
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1:50
GENERAL NOTES
A. DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONS.
B. REFER INCONSISTENCIES TO USAID COR PRIOR TO
COMMENCING THE WORK IN AFFECTED AREA.
C. ITEMS ARE SHOWN DIAGRAMMATICALLY ON DRAWINGS. VERIFY
SPACE REQUIREMENTS AND DIMENSIONS IN FIELD TO FIT THE
WORK PROPERLY.
D. NOTES SHOWN ON ONE DRAWING APPLY TO ALL SIMILIAR
DRAWINGS.
E. GROUT FILL EVERY FIFTH CMU CORE VERTICALLY FOR ADDED
WALL STABILIZATION.
F. UNLESS NOTED OTHERWISE, ALL DOOR JAMBS TO BE SET 200mm
FROM ADJACENT MASONRY WALLS.
KEYED NOTES
CORRUGATED ROOF PANELS
CMU EXTERIOR WALL
METAL LOUVER
STRUCTURAL TRUSS
CONCRETE BEAM
CORRUGATED WALL PANEL
CONCRETE RAMP
SLAB ON GRADE
CONCRETE FOUNDATION BEAM
MARKER BOARD
CLERESTORY FIXED WINDOW
HOLLOW METAL DOOR WITH TRANSOM
METAL FRAMED WINDOW
PRECAST CONCRETE SILL
GUTTER AND RAIN CHAIN
PAINTED PRECAST SCREEN WALL AND COLUMN
9 CONCRETAPRON AND DRAIN
SLATE CHALKBOARD - TEACHING SURFACE
TACK BOARD
AutoCAD SHX Text
AutoCAD SHX Text 1:50
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
TYP
C-A-502
C-A-402
C-A-401
C-A-501
1 23
TOP OF BOND BEAM
3000 mm
TOP OF GABLE ROOF
4590 mm
FINISHED FLOOR
0 mm
GRADE
-300 mm
A E
F K
J H G D C B
TYP
BOTTOM OF CEILING,
80mm BELOW TRUSS
BOTTOM CHORD, TYP
ALIGN AND CREATE FLUSH JOINT AT
WALL BOARD ABOVE & PLASTER BELOW.
PROVIDE TRIM AT JOINT, PAINTED
CEILING TYPE 1,
SEE 4/C-A-502, TYP
CEILING TYPE 2,
SEE 5/C-A-502, TYP
SEE DWG
4/C-A-502 FOR
TRUSS & WB
CONDITION,
TYP
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UNLESS NOTED OTHERWISE
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THIS PROJECT, MALAWI SECONDARY EDUCATION EXPANSION FOR
DEVELOPMENT (SEED) PROJECT, WAS MADE POSSIBLE BY THE
SUPPORT OF THE AMERICAN PEOPLE THROUGH THE UNITED
STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND
THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).
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SCALE =
SECTION
1:50
GENERAL NOTES
A. DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONS.
B. REFER INCONSISTENCIES TO USAID COR PRIOR TO
COMMENCING THE WORK IN AFFECTED AREA.
C. ITEMS ARE SHOWN DIAGRAMMATICALLY ON DRAWINGS. VERIFY
SPACE REQUIREMENTS AND DIMENSIONS IN FIELD TO FIT THE
WORK PROPERLY.
D. NOTES SHOWN ON ONE DRAWING APPLY TO ALL SIMILIAR
DRAWINGS.
E. GROUT FILL EVERY FIFTH CMU CORE VERTICALLY FOR ADDED
WALL STABILIZATION.
F. UNLESS NOTED OTHERWISE, ALL DOOR JAMBS TO BE SET 200mm
FROM ADJACENT MASONRY WALLS.
KEYED NOTES
CORRUGATED ROOF PANELS
CMU EXTERIOR WALL
METAL LOUVER
STRUCTURAL TRUSS
CONCRETE BEAM
CORRUGATED WALL PANEL
CONCRETE RAMP
SLAB ON GRADE
CONCRETE FOUNDATION BEAM
MARKER BOARD
CLERESTORY FIXED WINDOW
HOLLOW METAL DOOR WITH TRANSOM
METAL FRAMED WINDOW
PRECAST CONCRETE SILL
GUTTER AND RAIN CHAIN
PAINTED PRECAST SCREEN WALL AND COLUMN
9 CONCRETAPRON AND DRAIN
SLATE CHALKBOARD - TEACHING SURFACE
TACK BOARD
AutoCAD SHX Text
AutoCAD SHX Text 1:50
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
C-A-503
C-A-501
SIM
SUSPENDED
EXT. PVC SOFFIT
200 X 200mm
CONCRETE COLUMN
100mm CONCRETE SLAB, SEE STRU
RS-1
TYP
CONCRETE DRAIN AND
GUTTER, SEE STRU
COVERED VERANDACLASSROOM
3 4
C-A-501
TRUSS ANCHORAGE
TO BEAM, SEE STRU
METAL FRAMED WINDOW
PRECAST WINDOW
SILL
200mm CMU, 13mm PAINTED
INTERIOR PLASTER FINISH,
SEALED EXT.
100mm CONCRETE SLAB, SEE STRU
METAL SECURITY BARS
INTERIOR PLASTER FINISH,
PAINTED, BEYOND
SUSPENDED EXTERIOR PVC
SOFFIT
CONCRETE DRAIN
AND GUTTER, SEE STRU
RS-1
STEEL TRUSS,
SEE STRU
CONCRETE BOND BEAM
200mm CMU, 13mm PLASTER
FINISH, PAINTED, BS
100mm CONCRETE SLAB, SEE STRU
VARIES
CEILING SYSTEM 2
WB TO EXTEND TO BOTTOM
OF CEILING SYSTEM @ 2920mm
AFF, FINISH FLUSH
CFMF TO BOTTOM OF PURLIN
WB FINISH TO EXTEND ABOVE
CEILING SYSTEM
100mm CFMF FLUSH
TO BOND BEAM
PROVIDE 25mm TRIM
@ JOINT, TYP
BOTTOM OF100mm CFMF, PAINTED
ALIGN
BOTTOM OF CEILING SYSTEM
BEYOND
OFFICE
SIDE
CLASSROOM SIDE
E
SUSPENDED EXTERIOR
PVC SOFFIT
200 X 200mm
CONCRETE COLUMN,
BEYOND
100mm CONCRETE SLAB, SEE STRU
PERFORATED SCREEN
WALL, SEE D-A-510
C-A-501
SIM
CONCRETE DRAIN AND
GUTTER, SEE STRU
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UNLESS NOTED OTHERWISE
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DEVELOPMENT (SEED) PROJECT, WAS MADE POSSIBLE BY THE
SUPPORT OF THE AMERICAN PEOPLE THROUGH THE UNITED
STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND
THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).
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WALL SECTION
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WALL SECTION
1:20
SCALE =
WALL SECTION
1:20
SCALE =
SCREEN WALL SECTION
1:20
AutoCAD SHX Text
AutoCAD SHX Text 1:20
AutoCAD SHX Text
AutoCAD SHX Text 2m
0.5
C-A-501
200mm CMU, 13mm INTERIOR
PLASTER FINISH PAINTED,
SEALED EXT.
100mm CONCRETE SLAB, SEE STRU
PURLIN,
SEE STRU
200x200 mm CONT. CONC.
BOND BEAM
CEILING SYSTEM 1,
SEE 4/C-A-502
A
C-A-501
200mm CMU, 13mm INTERIOR
PLASTER FINISH PAINTED,
SEALED EXT.
100mm CONCRETE SLAB, SEE STRU
PURLIN,
SEE STRU
200x200 mm CONT. CONC.
BOND BEAM
CEILING SYSTEM 1,
SEE 5/C-A-502
A
C-A-503
200mm CMU, 13mm INTERIOR
PLASTER PAINTED, SEALED EXT.
100mm CONCRETE SLAB, SEE STRU
200x200 mm CONT. CONC.
BOND BEAM
CORRUGATED WALL
PANEL
PRE-PAINTED CORRUGATED
METAL ROOF
200x250 mm RC BEAM, SEE STRU
C-A-503
C-A-503
C-A-502
RAFTER, SEE STRU
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UNLESS NOTED OTHERWISE
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THIS PROJECT, MALAWI SECONDARY EDUCATION EXPANSION FOR
DEVELOPMENT (SEED) PROJECT, WAS MADE POSSIBLE BY THE
SUPPORT OF THE AMERICAN PEOPLE THROUGH THE UNITED
STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND
THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).
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WALL SECTION
1:20
SCALE =
WALL SECTION
1:20
SCALE =
WALL SECTION
1:20
AutoCAD SHX Text
AutoCAD SHX Text 1:20
AutoCAD SHX Text
AutoCAD SHX Text 2m
0.5
RS-1
TRUSS, SEE STRU
PAINTED WOOD
FACIA BOARD
SUSPENDED EXTERIOR
PVC SOFFIT SYSTEM
C-A-503
TYP
ROOF CAP RS-1
PURLIN, SEE STRU
TRUSS, SEE STRU
LOUVER FRAME
INSECT SCREEN
SOLID FIXED LOUVER
100mm CFMF, CORRUGATED WALL
PANEL EXTERIOR FINISH, EXTENDED
OVER AND FLUSH TO BOND BEAM
EXTEND INT. PAINTED PLASTER
TO TOP OF BOND BEAM
COUNTER FLASHING
SECURED BEHIND EXT.
CORRUGATED METAL PANEL
FLASHING
PREFORMED METAL TRIM
CEILING SYSTEM 2
D-A-516
TYP
D-A-516
TYP
RS-1
TRUSS, SEE STRU
PAINTED WOOD FACIA BOARD
SUSPENDED EXTERIOR
PVC SOFFIT SYSTEM
ROOF CAP RS-1
PURLIN, SEE STRU
TRUSS,
SEE STRU
100mm CFMF BLOCKING
PREFORMED METAL TRIM
CORRUGATED WALL PANEL EXT.
FINISH, EXTENDS TO BOTTOM OF
BOND BEAM
ANGLE TO BOND BEAM
TO SUPPORT CEILING
SYSTEM
CEILING SYSTEM 1
D-A-516
D-A-514
TYP
TYP
RS-1
TRUSS, SEE STRU
25 x 50mm CFMF PURLIN
@ 600 mm O.C.
50mm RIGID INSULATION
PVC CEILING PANEL
TRUSS BOTTOM CHORD,
SEE STRU
25 x 50mm CFMF PURLIN
@ 600 mm O.C.
50mm RIGID INSULATION
PVC CEILING PANEL
BOTTOM OF PVC CEILING FLUSH
TO BOTTOM OF CONC. BOND BEAM,
FINISH WITH TRIM
BOTTOM OF PVC CEILING FLUSH
TO BOTTOM OF CONC. BEAM,
FINISH WITH TRIM
SUSPENDED
WOOD GRID, TYP
TRUSS, SEE STRU,
TYP
PVC PANEL, TYP
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UNLESS NOTED OTHERWISE
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THIS PROJECT, MALAWI SECONDARY EDUCATION EXPANSION FOR
DEVELOPMENT (SEED) PROJECT, WAS MADE POSSIBLE BY THE
SUPPORT OF THE AMERICAN PEOPLE THROUGH THE UNITED
STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND
THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).
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BARSCALE
SCALE =
EAVE DETAIL 1
1:10
SCALE =
EAVE DETAIL 2
1:10
SCALE =
GABLE VENT DETAIL
1:10
SCALE =
GABLE DETAIL
1:10
SCALE =
CEILING TYPE 1
1:5
SCALE =
CEILING TYPE 2
1:5
AutoCAD SHX Text 0.25
AutoCAD SHX Text 1:5
AutoCAD SHX Text
AutoCAD SHX Text 0.5m
AutoCAD SHX Text 0.1
AutoCAD SHX Text 1:10
AutoCAD SHX Text 0.5
AutoCAD SHX Text
AutoCAD SHX Text 1m
0.25
CEILING SYSTEM 2
100mm CFMF, CORRUGATED
WALL PANEL EXT.
CFMF METAL BLOCK CHANNEL,
INT. 13mm WB, PAINTED
COUNTER
FLASHING
FLASHING
BACKER ROD & SEALNT
D-A-516
D-A-516
C-A-503
TYP
CEILING SYSTEM 2
TRUSS, SEE STRU
100mm CFMF BLOCKING
CEILING SYSTEM 1
CONTINUOUS SSMR
RAKE TRIM
CORRUGATED
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CONTINUOUS
FLASHING, WRAPPING
FROM BEHIND METAL
WALL PANEL
D-A-516
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FIXED LOUVERS
INSECT SCREEN
100mm CFMF, CORRUGATED
WALL PANEL EXT.
CFMF BLOCK,13mm WB, PAINTED
LOUVER FRAME
ANGLE ATTACHED TO
TRUSS
RS-1
MIN
PAINTED WOOD
FACIA BOARD
25 x 50mm CFMF, TYP
COUNTER FLASHING
D-A-516
D-A-516
WB FIELD JOINT, TYP
WB JOINT TAPE, TYP
TRUSS, SEE STRU
GUSSET PLATE, SEE
STRU
JOINT COMPOUND MUD
FEATHERED TO LEVEL
4 FINISH
CONDITION1: CLASSROOMS,
BOTTOM OF CEILING, WB FLUSH
TO PVC PANEL, SMOOTH &
PAINTED FINISH @ BOTTOM
OF WB
CONDITION 2: OFFICE SPACE,
ALIGN PLASTER AND WB FINISH,
FINISH JOINT WITH TRIM
B
B
A
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SECTION A-A
SECTION B-B
CLERESTORY WINDOW, TYP
PAINTED WB, TYP
CLERESTORY WINDOW
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AND/OR NOTES ARE IN MILLIMETERS
UNLESS NOTED OTHERWISE
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DEVELOPMENT (SEED) PROJECT, WAS MADE POSSIBLE BY THE
SUPPORT OF THE AMERICAN PEOPLE THROUGH THE UNITED
STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND
THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).
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BARSCALE
SCALE =
LOUVER/GLAZING CLERESTORY DETAIL
1:10
SCALE =
LOUVER CLERESTORY DETAIL
1:10
SCALE =
MONITOR SIDE DETAIL
1:10
SCALE =
TRUSS THROUGH WALL BOARD DETAIL, TYP
1:5
AutoCAD SHX Text 1:10
AutoCAD SHX Text 0.5
AutoCAD SHX Text
AutoCAD SHX Text 1m
AutoCAD SHX Text 0.25
AutoCAD SHX Text 0.25
AutoCAD SHX Text 1:5
AutoCAD SHX Text
AutoCAD SHX Text 0.5m
0.1
CONTINUOUS L-BRACKET
ATTACHED TO TRUSS,
SEE STRU
TRUSS, SEE STRU
100mm CFMF WALL GIRTS
CONTINUOUS COUNTER
FLASHING
100mm INTERIOR CFMF
CORRUGATED METAL WALL
PANEL
13mm WB, PAINTED
13mm PLASTER FINISH, PAINTED
BOTTOM OF EXPOSED CFMF,
PAINTED
D-A-517
TRUSS, SEE STRU
SUSPENDED EXTERIOR
PVC SOFFIT SYSTEM
BOTTOM OF SOFFIT
2800 mm
250mm X 200mm
RC BEAM, PAINTED, SEE STRU
PURLIN, SEE STRU
BOTTOM OF BOND BEAM
3000 mm
PREPAINTED CORRUGATED
METAL ROOF
425 x 25 mm PAINTED WOOD
FASCIA BOARD
PVC GUTTER
RAFTER, SEE STRU
PREPAINTED CORRUGATED
METAL ROOF
PURLIN, SEE STRU
GALVANIZED ANCHOR
WITH RUBBER WASHER
AND SEALANT, TYP
METAL ANGLES TO SECURE
FACIA TO TRUSS, SEE STRU
PAINTED WOOD
FASCIA BOARD
50 MIN
PREPAINTED CORRUGATE
METAL ROOF
PURLIN, SEE STRU
GALVANIZED ANCHOR
WITH RUBBER WASHER
AND SEALANT
METAL ANGLE TO SECURE
FACIA TO TRUSS, SEE STRU
PAINTED WOOD
FACIA BOARD
50 MIN
25 x 50mm CFMF PURLIN
PAINTED WOOD FASCIA
BOARD
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AND/OR NOTES ARE IN MILLIMETERS
UNLESS NOTED OTHERWISE
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THIS PROJECT, MALAWI SECONDARY EDUCATION EXPANSION FOR
DEVELOPMENT (SEED) PROJECT, WAS MADE POSSIBLE BY THE
SUPPORT OF THE AMERICAN PEOPLE THROUGH THE UNITED
STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND
THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).
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BARSCALE
SCALE =
AWNING TO WALL DETAIL
1:5
SCALE =
AWNING DETAIL
1:5
SCALE =
EXTERIOR SOFFIT DETAIL
1:5
SCALE =
FASCIA DETAIL
1:5
SCALE =
MONITOR FASCIA DETAIL
1:5
AutoCAD SHX Text 0.25
AutoCAD SHX Text 1:5
AutoCAD SHX Text
AutoCAD SHX Text 0.5m
0.1
REINFORCEMENT,
SEE STRU
INTERIOR FACE
PLASTER
200 X 400 CMU
INT
EXT
EXT
EXTERIOR
MASONRY FACE
POINTED FOR A
NEAT FINISHED
APPEARANCE
MORTAR JOINT,
TYP
REINFORCEMENT,
REINFORCEMENT,
SEE STRU
MORTAR JOINT,
TYP
EXT
EXTERIOR
MASONRY FACE
POINTED FOR A
NEAT FINISHED
APPEARANCE
INTERIOR FACE
PLASTER
200 X 400 CMU
REINFORCEMENT,
SEE STRU
INT
INT
EXT
EXTERIOR
MASONRY FACE
POINTED FOR A
NEAT FINISHED
APPEARANCE
INTERIOR FACE PLASTER
200 X 400 CMU
MORTAR JOINT,
TYP
200x400 mm CMU
MORTAR JOINT, TYP
MORTAR JOINT
MASONRY JOINT
REINFORCEMENT
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AND/OR NOTES ARE IN MILLIMETERS
UNLESS NOTED OTHERWISE
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A
T
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THIS PROJECT, MALAWI SECONDARY EDUCATION EXPANSION FOR
DEVELOPMENT (SEED) PROJECT, WAS MADE POSSIBLE BY THE
SUPPORT OF THE AMERICAN PEOPLE THROUGH THE UNITED
STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND
THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).
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BARSCALE
SCALE =
CMU CORNER DETAIL
1:10
SCALE =
CMU JOINT DETAIL
1:10
SCALE =
CMU WALL TO WALL CONNECTION
1:10
SCALE =
MASONRY DETAIL
1:10
AutoCAD SHX Text 1:10
AutoCAD SHX Text 0.5
AutoCAD SHX Text
AutoCAD SHX Text 1m
0.25
CLR 100
81 m²
CLASSROOM
22.7 m²
OFFICE
CLR 101
CLR 102
D3 (60)
D1
D4
(2)
MB1
S1
MB3
MB1 MB1
MB2
MB2
D2 (60)
MB4
C6 (60)
C7
(2)
F1
D1
MB1 MB1
MB2
MB1
MB1
MB4
MB1
MB1
MB2
MB1
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AND/OR NOTES ARE IN MILLIMETERS
UNLESS NOTED OTHERWISE
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A
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THIS PROJECT, MALAWI SECONDARY EDUCATION EXPANSION FOR
DEVELOPMENT (SEED) PROJECT, WAS MADE POSSIBLE BY THE
SUPPORT OF THE AMERICAN PEOPLE THROUGH THE UNITED
STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND
THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).
S E
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P
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BARSCALE
SCALE =
FURNITURE PLAN
1:50
KEY PLANFURNITURE SCHEDULE
TYPE DESCRIPTION NOTES & QTY
REMARKS
C6 STUDENT CHAIR 60
C7 TASK CHAIR 2
D1 TEACHER'S PODIUM 2
D2 STUDENT DESK 60
D3 STUDENT DESK 60
D4 OFFICE DESK 2
F1 LATERAL FILE 1
MB1 MARKER BOARD 1600x1200mm 10
MB2 SLATE CHALK BOARD 3600x1200mm 4
MB3 DISPLAY BOARD 1600x1200mm 1
MB4 TACK BOARD 2000x1200mm 2
S1 4 POST SHELF 2
NOTE: ALL FURNITURE WHICH IS NOT PERMANENTLY FIXED IS
TO BE CONSIDERED NOT IN CONTRACT (NIC) AND IS
GOVERNMENT FURNISHED AND GOVERNMENT INSTALLED.
GENERAL NOTES
A. DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONS.
B. REFER INCONSISTENCIES TO USAID COR PRIOR TO
COMMENCING THE WORK IN AFFECTED AREA.
C. ITEMS ARE SHOWN DIAGRAMMATICALLY ON DRAWINGS. VERIFY
SPACE REQUIREMENTS AND DIMENSIONS IN FIELD TO FIT THE
WORK PROPERLY.
D. FURNITURE PLANS AND QUANTITIES ARE SHOWN FOR SPACE
PLANNING PURPOSES ONLY. ALL LOOSE FURNITURE ITEMS
NOTED ARE FOR GOVERNMENT PLANNING PURPOSES AND
SHALL BE GOVERNMENT FURNISHED AND GOVERNMENT
INSTALLED.
AutoCAD SHX Text
AutoCAD SHX Text 1:50
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
A E F J x
R
C
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A
M
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B
9800 4200 9800
D-S-501
23800
A C E F G H I J
9800 9800
23800 x
R
C
G
R A
A
M
G
B
300 x 700 RC GRADE BEAM GB5
300 x 700 RC GRADE BEAM GB3 300 x 700 RC GRADE BEAM GB3
D-S-502
2650 2250 2250 2650 2650 2250 2250 2650
300 x 700 RC GRADE BEAM GB2
B D x
R
C
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R A
A
M
G
B x
R
C
G
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A
M
G
B
D-S-501
X
C S
X
C S
D-S-504
Y
C S
Y
C S
D-S-501
D-S-501
2000 2400 2400 2400 2400 2400
400400400400
300 x 700 RC GRADE BEAM GB2
2000 20002400
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ALL DIMENSIONS SHOWN IN CALLOUTS
AND/OR NOTES ARE IN MILLIMETERS
UNLESS NOTED OTHERWISE
F
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M E
N T
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A
T
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THIS PROJECT, MALAWI SECONDARY EDUCATION EXPANSION FOR
DEVELOPMENT (SEED) PROJECT, WAS MADE POSSIBLE BY THE
SUPPORT OF THE AMERICAN PEOPLE THROUGH THE UNITED
STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND
THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).
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BARSCALE
1:50
10000 2000 5000mm
SCALE =
FOUNDATION PLAN
1:50
A E F J
9800 4200 9800
RAMP
SLOPE 1:20
D-S-503
0.000+
0.035+
0.000+
ISOLATION JOINT
ISOLATION JOINT
ISOLATION JOINT
SLOPE 1:50 SLOPE 1:50
0.000+
0.035+
0.035
N
S T
R U
C T
I O
N
J O
I N
T
RAMP
SLOPE 1:20
X
C S
X
C S
SLOPE 1:100SLOPE 1:100
Y
C S
Y
C S
SAWCUT (S/C) JOINT
A C E F G H I JB D
23800
S A
W C
U
J
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SAWCUT JOINT
S A
W C
I N
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I N
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42002650 2250 2250 2650 2650 2250 2250 2650
S A
W C
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S A
W C
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700 1000
7001000
0.150-
0.150-
S
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S
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SLOPE 1:50
SLOPE 1:50
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ALL DIMENSIONS SHOWN IN CALLOUTS
AND/OR NOTES ARE IN MILLIMETERS
UNLESS NOTED OTHERWISE
F
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C U
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M E
N T
T E
T R
A
T
E C
H
THIS PROJECT, MALAWI SECONDARY EDUCATION EXPANSION FOR
DEVELOPMENT (SEED) PROJECT, WAS MADE POSSIBLE BY THE
SUPPORT OF THE AMERICAN PEOPLE THROUGH THE UNITED
STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND
THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).
S E
A C
I L I T
Y
P
A C
K A
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G C
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BARSCALE
1:50
10000 2000 5000mm
SCALE =
FLOOR SLAB PLAN
200 x 200 RC BEAM B3
200 x 200 RC BOND BEAM B4 x
B
O N
D
B
E A
M
B
A E F J
4200 9800
D-S-506 x
B
O N
D
B
E A
M
B x
B
O N
D
B
E A
M
B x
B
O N
D
B
E A
M
B
200 x 200 RC BOND BEAM B2
D-S-505
200 x 200 RC TIE BEAM TB1
200 x 200 RC BOND BEAM B2
200 x 200 RC TIE BEAM TB1
D-S-505
200 x 250 RC TIE BEAM TB2
X
C S
X
C S
Y
C S
Y
C S
X
C S
X
C S
D-S-505
A C E F G H I JB D
23800
42002650 2250 2250 2650 2650 2250 2250 2650
2052 2475 2500 2677 2148 2148 2677 2500 2475 2052
DIMENSIONS INDICATE
TRUSS LOCATION
DIMENSIONS INDICATE
TRUSS LOCATION
C-S-503
C-S-503
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ALL DIMENSIONS SHOWN IN CALLOUTS
AND/OR NOTES ARE IN MILLIMETERS
UNLESS NOTED OTHERWISE
F
O
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M E
N T
T E
T R
A
T
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THIS PROJECT, MALAWI SECONDARY EDUCATION EXPANSION FOR
DEVELOPMENT (SEED) PROJECT, WAS MADE POSSIBLE BY THE
SUPPORT OF THE AMERICAN PEOPLE THROUGH THE UNITED
STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND
THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).
S E
A C
I L I T
Y
P
A C
K A
G E
T N
S E
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S R
O O
M
B O
A
M
T
I
A
M
L
A Y
O U
T
BARSCALE
1:50
10000 2000 5000mm
SCALE =
BOND BEAM / TIE BEAM LAYOUT
2500 26772475 25002677 2475 20522052 21482148
125 x 50 x 20 x 2.5mm x 4.84kg/m
CFLC PURLINS
125 x 50 x 20 x 2.5mm x 4.84kg/m
CFLC PURLINS
A E F J
4200 9800
T R
U
T R
U S
S
T
T R
U S
S
T
T R
U S
S
T
T R
U S
S
T
T R
U S
S
T
T R
U S
S
T
T R
U S
S
T
R A
F T
R A
F T
D-S-509
D-S-509
45 x 45 x 5L HORIZONAL BRACING
(FIXED TO TRUSS TOP CHORD)
Y
C S
Y
C S
X
C S
X
C S
X
C S
X
C S
SB
SB
SB
SB
SB
SB
SB
SB
45 x 45 x 5L
SWAY BRACING (SB)
50 OVERHANG 50 OVERHANG
45 x 45 x 5L
SWAY BRACING (SB)
T R
U S
S
T
T R
U S
S
T
T R
U S
S
T
45 x 45 x 5L
RAFTER 1
24100
C-S-505
O
V E
R H
A N
G
100 x 50 x 20 x 2.0mm x 3.14kg/m
CFLC PURLINS
500 OVERHANG
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10 11
D E
S I G
N E
D
B
Y
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
I S
S U
E
D
A T
E
T A
D
C O
N T
R A
M A
R K
D E
S C
R I P
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A T
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SHEET ID
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ALL DIMENSIONS SHOWN IN CALLOUTS
AND/OR NOTES ARE IN MILLIMETERS
UNLESS NOTED OTHERWISE
F
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M E
N T
T E
T R
A
T
E C
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THIS PROJECT, MALAWI SECONDARY EDUCATION EXPANSION FOR
DEVELOPMENT (SEED) PROJECT, WAS MADE POSSIBLE BY THE
SUPPORT OF THE AMERICAN PEOPLE THROUGH THE UNITED
STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND
THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).
S E
A C
I L I T
Y
P
A C
K A
G E
G C
T N
T N
S E
E D
C
L R
S
D
W G
C-S-104
C L
A S
S R
O O
M
R O
H O
A
M I N
G
BARSCALE
1:50
10000 2000 5000mm
SCALE =
ROOF PLAN - TOP
CHORD FRAMING
2500 26772475 25002677 247521482148
A E F J
4200 9800
T R
U
T R
U S
S
T
T R
U S
S
T
T R
U S
S
T
T R
U S
S
T
T R
U S
S
T
45 x 45 x 5L HORIZONAL BRACING
(FIXED TO TRUSS BOTTOM CHORD)
Y
C S
Y
C S
X
C S
X
C S
X
C S
X
C S
45 x 45 x 5L
RAFTER 1
T R
U S
S
T
T R
U S
S
T
T R
U S
S
T
T R
U S
S
T
T R
U S
S
T
STRUT STRUT
STRUT STRUT
STRUT STRUT
STRUT STRUT
45 x 45 x 5L
SWAY BRACING (SB)
45 x 45 x 5L
SWAY BRACING (SB)
50 OVERHANG
50 OVERHANG
50 x 50 x 5L STRUT50 x 50 x 5L STRUT
SB
SB
SB
SB
SB
SB
SB
SB
45 x 45 x 5L
SWAY BRACING
R A
F T
R A
F T
20522052
45 x 45 x 5L HORIZONAL BRACING
(FIXED TO TRUSS BOTTOM CHORD)
D-S-509
25000
600 600
O
V E
R H
A N
G
500 OVERHANG
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10 11
D E
S I G
N E
D
B
Y
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
I S
S U
E
D
A T
E
T A
D
C O
N T
R A
M A
R K
D E
S C
R I P
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SHEET ID
PLOTTED:
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ALL DIMENSIONS SHOWN IN CALLOUTS
AND/OR NOTES ARE IN MILLIMETERS
UNLESS NOTED OTHERWISE
F
O
C U
R E
M E
N T
T E
T R
A
T
E C
H
THIS PROJECT, MALAWI SECONDARY EDUCATION EXPANSION FOR
DEVELOPMENT (SEED) PROJECT, WAS MADE POSSIBLE BY THE
SUPPORT OF THE AMERICAN PEOPLE THROUGH THE UNITED
STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND
THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).
S E
A C
I L I T
Y
P
A C
K A
G E
G C
T N
T N
S E
E D
C
L R
S
D
W G
C-S-105
C L
A S
S R
O O
M
R O
A
N
B
O T
T O
M
C
H O
A
M I N
G
BARSCALE
1:50
10000 2000 5000mm
SCALE =
ROOF PLAN -
BOTTOM CHORD
FRAMING
24100
9800 4200 9800
A E F J
A C E F G H I JB D
T R
U S
S
T
T R
U S
S
T
T R
U S
S
T
T R
U S
S
T
T R
U S
S
T
T R
U S
S
T
T R
U S
S
T
T R
U S
S
T
T R
U S
S
T
19960
42002650 2250 2250 2650 2650 2250 2250 2650
125 x 50 x 20 x 2.5mm x 4.84kg/m
CFLC PURLINS
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10 11
D E
S I G
N E
D
B
Y
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
I S
S U
E
D
A T
E
T A
D
C O
N T
R A
M A
R K
D E
S C
R I P
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SHEET ID
PLOTTED:
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ALL DIMENSIONS SHOWN IN CALLOUTS
AND/OR NOTES ARE IN MILLIMETERS
UNLESS NOTED OTHERWISE
F
O
C U
R E
M E
N T
T E
T R
A
T
E C
H
THIS PROJECT, MALAWI SECONDARY EDUCATION EXPANSION FOR
DEVELOPMENT (SEED) PROJECT, WAS MADE POSSIBLE BY THE
SUPPORT OF THE AMERICAN PEOPLE THROUGH THE UNITED
STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND
THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).
S E
A C
I L I T
Y
P
A C
K A
G E
G C
T N
T N
S E
E D
C
L R
S
D
W G
C-S-106
C L
A S
S R
O O
M
C L
E R
E S
T O
Y
A
M I N
G
P
L A
N
BARSCALE
1:50
10000 2000 5000mm
SCALE =
CLERESTORY FRAMING PLAN
A98 WIREMESH
100mm FLOOR SLAB
200 x 200 RC BOND BEAM
200 x 200 RC
BOND BEAM
200 x 200 RC
BOND BEAM
BOTTOM OF BOND BEAM LEVEL
+2.800m
GROUND FLOOR SLAB LEVEL
+0.000m
G/BEAM BOTTOM LEVEL
-0.700m
1 3
D-S-506
200 x 200
RC COLUMN
900 1800 1800 9001800 1800 900900
50mm LEAN CONCRETE(C-5)
A98 WIREMESH
50mm SAND
BLINDING
150mm HARDCORE
(SEE NOTE 6, UNDER
GENERAL EARTHWORKS)
25mm ISOLATION
JOINT
SLOPE 1:50
SELECTED GRANULAR
COMPACTED SOIL(SEE NOTE 4, UNDER
GENERAL EARTHWORKS NOTES FOR
COMPACTION AND REFER TO THE
SPECIFICATION)
D-S-506
SAWCUT
JOINT
SAWCUT
JOINT
250 MICRON DPM
S B S
B
SWAY BRACING (SB)
SWAY BRACING
C-S-510
D-S-506
750mm ANCHOR LENGTH
750mm ANCHOR LENGTH
50mm SAND
BLINDING
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10 11
D E
S I G
N E
D
B
Y
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
I S
S U
E
D
A T
E
T A
D
C O
N T
R A
M A
R K
D E
S C
R I P
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SHEET ID
PLOTTED:
2/22/2022 10:48:51 PM
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ALL DIMENSIONS SHOWN IN CALLOUTS
AND/OR NOTES ARE IN MILLIMETERS
UNLESS NOTED OTHERWISE
F
O
C U
R E
M E
N T
T E
T R
A
T
E C
H
THIS PROJECT, MALAWI SECONDARY EDUCATION EXPANSION FOR
DEVELOPMENT (SEED) PROJECT, WAS MADE POSSIBLE BY THE
SUPPORT OF THE AMERICAN PEOPLE THROUGH THE UNITED
STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND
THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).
S E
A C
I L I T
Y
P
A C
K A
G E
G C
T N
T N
S E
E D
C
L R
S
D
W G
C-S-301
C L
A S
S R
O O
M
S E
C T
I O
N
X
X
BARSCALE
1:25
5000 1000 2500mm
SCALE =
SECTION X-X
1:25
A98 WIREMESH
100mm FLOOR SLAB
BOTTOM OF BOND BEAM LEVEL
+2.800m
GROUND FLOOR SLAB LEVEL
+0.000m
-0.700m
50mm LEAN CONCRETE(C-5)
A98 WIREMESH
50mm SAND
BLINDING
150mm HARDCORE
(SEE NOTE 6, UNDER
GENERAL EARTHWORKS)
ISOLATION JOINT
SAWCUT JOINT
200 x 200 RC BOND BEAM
200 x 250 RC TIE BEAM
900 18001800900
100 x 50 x 2.0 x 3.02kg/m CHANNEL GIRT
C-S-505
C-S-505
1:50 SLOPE
1:100 SLOPE
FLOOR RAISED BY 35mm
FROM ELEVATION +0.000m
250 MICRON DPM
C-S-510
G/BEAM BOTTOM LEVEL
750mm ANCHOR LENGTH
SELECTED GRANULAR
COMPACTED SOIL (SEE NOTE 4, UNDER
GENERAL EARTHWORKS NOTES FOR
COMPACTION AND REFER TO THE
SPECIFICATION)
50mm SAND
BLINDING
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10 11
D E
S I G
N E
D
B
Y
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
I S
S U
E
D
A T
E
T A
D
C O
N T
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R K
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SHEET ID
PLOTTED:
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ALL DIMENSIONS SHOWN IN CALLOUTS
AND/OR NOTES ARE IN MILLIMETERS
UNLESS NOTED OTHERWISE
F
O
C U
R E
M E
N T
T E
T R
A
T
E C
H
THIS PROJECT, MALAWI SECONDARY EDUCATION EXPANSION FOR
DEVELOPMENT (SEED) PROJECT, WAS MADE POSSIBLE BY THE
SUPPORT OF THE AMERICAN PEOPLE THROUGH THE UNITED
STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND
THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).
S E
A C
I L I T
Y
P
A C
K A
G E
G C
T N
T N
S E
E D
C
L R
S
D
W G
C-S-302
C L
A S
S R
O O
M
S E
C T
I O
N
Y
Y
BARSCALE
1:25
5000 1000 2500mm
SCALE =
SECTION Y-Y
1:25
300 x 700 RC GRADE BEAM GB1
2 No. THUS
10800
2T12-01
3T12-01
37R8-02-300
A C E F G H I JB D
2650 2250 2250 2650 4200 2650 2250 2250 2650
300 x 700 RC GRADE BEAM GB2
2 No. THUS
81R8-03-300
2T12-02
3T12-02
2T12-03
3T12-03
2T12-04
3T12-04
300 x 700 RC GRADE BEAM GB3
2 No. THUS
A B
2T12-05
3T12-05
34R8-03-300
300 x 700 RC GRADE BEAM GB5
1 No.THUS
E F
2T12-07
3T12-08
15R8-03-300
2T12-06
3T12-06
32R8-02-300
300 x 700 RC GRADE BEAM GB4
1 No.THUS
A
A
R8-300 c/c
SECTION A
2T12
3T12
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10 11
D E
S I G
N E
D
B
Y
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
I S
S U
E
D
A T
E
T A
D
C O
N T
R A
M A
R K
D E
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R I P
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A T
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SHEET ID
PLOTTED:
2/22/2022 10:48:36 PM
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ALL DIMENSIONS SHOWN IN CALLOUTS
AND/OR NOTES ARE IN MILLIMETERS
UNLESS NOTED OTHERWISE
F
O
C U
R E
M E
N T
T E
T R
A
T
E C
H
THIS PROJECT, MALAWI SECONDARY EDUCATION EXPANSION FOR
DEVELOPMENT (SEED) PROJECT, WAS MADE POSSIBLE BY THE
SUPPORT OF THE AMERICAN PEOPLE THROUGH THE UNITED
STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND
THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).
S E
A C
I L I T
Y
P
A C
K A
G E
G C
T N
T N
S E
E D
C
L R
S
D
W G
C-S-501
C L
A S
S R
O O
M
G R
A D
E
B
E A
M
R
E I N
F O
R C
E M
E N
T
SCALE =
GRADE BEAM
REINFORCEMENT
NTS
A J
23800
200 x 200 RC BOND BEAM B3
1 No. THUS
A
A
49R8-10-250
2T12-12
2T12-12
2T12-13
2T12-13
2T12-14
2T12-14
200 x 200 RC BOND BEAM B1
4 No. THUS
A
A
2T12-09
2T12-09
38R8-10-250
200 x 200 RC BOND BEAM B2
2 No. THUS
A
A
A B
2T12-11
2T12-11
41R8-10-250
200 x 200 RC BOND BEAM B4
1 No.THUS
A
A
E F
2T12-15
2T12-15
18R8-10-250
R8-250 c/c
SECTION A
2T12
2T12
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10 11
D E
S I G
N E
D
B
Y
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
I S
S U
E
D
A T
E
T A
D
C O
N T
R A
M A
R K
D E
S C
R I P
T I O
N D
A T
E
SHEET ID
PLOTTED:
2/22/2022 10:48:36 PM
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ALL DIMENSIONS SHOWN IN CALLOUTS
AND/OR NOTES ARE IN MILLIMETERS
UNLESS NOTED OTHERWISE
F
O
C U
R E
M E
N T
T E
T R
A
T
E C
H
THIS PROJECT, MALAWI SECONDARY EDUCATION EXPANSION FOR
DEVELOPMENT (SEED) PROJECT, WAS MADE POSSIBLE BY THE
SUPPORT OF THE AMERICAN PEOPLE THROUGH THE UNITED
STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND
THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).
S E
A C
I L I T
Y
P
A C
K A
G E
G C
T N
T N
S E
E D
C
L R
S
D
W G
C-S-502
C L
A S
S R
O O
M
B O
I N
F O
R C
E M
E N
T
SCALE =
BOND BEAM
REINFORCEMENT
A E
2T12-11
2T12-11
51R8-10-200
R8-200 c/c
SECTION A
2T12
2T12
E F
2T12-15
2T12-15
23R8-16-200
A
A
200 x 200 RC TIE BEAM TB1(2 No. THUS)
SCALE: NTS
200 x 250 RC TIE BEAM TB2(1 No. THUS)
SCALE: NTS
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10 11
D E
S I G
N E
D
B
Y
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
I S
S U
E
D
A T
E
T A
D
C O
N T
R A
M A
R K
D E
S C
R I P
T I O
N D
A T
E
SHEET ID
PLOTTED:
2/22/2022 10:48:37 PM
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ALL DIMENSIONS SHOWN IN CALLOUTS
AND/OR NOTES ARE IN MILLIMETERS
UNLESS NOTED OTHERWISE
F
O
C U
R E
M E
N T
T E
T R
A
T
E C
H
THIS PROJECT, MALAWI SECONDARY EDUCATION EXPANSION FOR
DEVELOPMENT (SEED) PROJECT, WAS MADE POSSIBLE BY THE
SUPPORT OF THE AMERICAN PEOPLE THROUGH THE UNITED
STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND
THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).
S E
A C
I L I T
Y
P
A C
K A
G E
G C
T N
T N
S E
E D
C
L R
S
D
W G
C-S-503
C L
A S
S R
O O
M
T I
I N
F O
R C
E M
E
SCALE =
TIE BEAM
REINFORCEMENT
600 900 18001800900
D-S-509
D-S-509
B
D
D
A
B
B
B
A
C
C
C
D
D D
TRUSS T3 MEMBER SIZES
MEMBER ID
SIZE DESCRIPTION
C
B
2x45x45x5Lx3.38kg/mA
D
2x40x40x5Lx2.97kg/m
2x30x30x5Lx2.18kg/m
2x25x25x5Lx1.77kg/m
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10 11
D E
S I G
N E
D
B
Y
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
I S
S U
E
D
A T
E
T A
D
C O
N T
R A
M A
R K
D E
S C
R I P
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N D
A T
E
SHEET ID
PLOTTED:
2/22/2022 10:48:38 PM
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Z:\SHARED\PROJECTS\127-44525-19001\CAD\SHEETFILES\01_FACILITIES\+SRG 2 AMENDED FACILTY DRAWINGS\10_CLR_CLASSROOM\STRUCTURAL\SEED_CLR-S-501.DWG
ALL DIMENSIONS SHOWN IN CALLOUTS
AND/OR NOTES ARE IN MILLIMETERS
UNLESS NOTED OTHERWISE
F
O
C U
R E
M E
N T
T E
T R
A
T
E C
H
THIS PROJECT, MALAWI SECONDARY EDUCATION EXPANSION FOR
DEVELOPMENT (SEED) PROJECT, WAS MADE POSSIBLE BY THE
SUPPORT OF THE AMERICAN PEOPLE THROUGH THE UNITED
STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND
THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).
S E
A C
I L I T
Y
P
A C
K A
G E
G C
T N
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C
L R
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D
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C-S-504
C L
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U
S
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T I O
N
BARSCALE
1:20
4000 800 2000mm
SCALE =
INTERNAL TRUSS
T3 SECTION
1:20
6mm FILLET WELD
40 40
6mm THICK MS
GUSSET PLATE
M16 BOLTS
75x60x6L WELDED TO VERTICAL
MEMBERS OF TRUSSES T2 &T3
RAFTER R1
75x60x6L WELDED TO VERTICAL
MEMBERS OF TRUSSES T2 &T3
M16 BOLTS
6mm THICK MS
GUSSET PLATE
RAFTER R1
SCALE =
DETAIL A
1:5
C S
A
VIEW A
RAFTER R1
RC BEAM
6mm FILLET WELD
M16x100mm ANCHOR
WEDGE BOLTS
80x80x6L BRACKET WELDED TO
RAFTER 1 ON THE SIDE
SCALE =
DETAIL B
1:5
FASCIA MOUNTED TO THE BEAM
WITH 2M12 BOLTS
M12 BOLTS
100 x 50 x 20 x 2.0mm x 3.14kg/m
CFLC PURLINS
ROOF PANELS
FLASHING TO
ARCHITECTS
DETAIL
M12 BOLT
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10 11
D E
S I G
N E
D
B
Y
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
I S
S U
E
D
A T
E
T A
D
C O
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SHEET ID
PLOTTED:
2/22/2022 10:48:38 PM
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A I D
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FOR PROCUREMENT
P L
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Z:\SHARED\PROJECTS\127-44525-19001\CAD\SHEETFILES\01_FACILITIES\+SRG 2 AMENDED FACILTY DRAWINGS\10_CLR_CLASSROOM\STRUCTURAL\SEED_CLR-S-501.DWG
ALL DIMENSIONS SHOWN IN CALLOUTS
AND/OR NOTES ARE IN MILLIMETERS
UNLESS NOTED OTHERWISE
F
O
C U
R E
M E
N T
T E
T R
A
T
E C
H
THIS PROJECT, MALAWI SECONDARY EDUCATION EXPANSION FOR
DEVELOPMENT (SEED) PROJECT, WAS MADE POSSIBLE BY THE
SUPPORT OF THE AMERICAN PEOPLE THROUGH THE UNITED
STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND
THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).
S E
A C
I L I T
Y
P
A C
K A
G E
G C
T N
T N
S E
E D
C
L R
S
D
W G
C-S-505
C L
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S R
O O
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R A
F T
R U
C
O N
N E
C T
I O
N
D
E T
A I L
S
BARSCALE
1:5
1000 200 500mm
SCALE =
RAFTER - TRUSS
T3 CONNECTION
DETAILS
1:5
CLR 100
81 m²
CLASSROOM
22.7 m²
OFFICE
CLR 101
CLR 102
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10 11
D E
S I G
N E
D
B
Y
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
I S
S U
E
D
A T
E
T A
D
C O
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R I P
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N D
A T
E
SHEET ID
PLOTTED:
2/22/2022 10:49:34 PM
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Z:\SHARED\PROJECTS\127-44525-19001\CAD\SHEETFILES\01_FACILITIES\10_CLR_CLASSROOM\ARCHITECTURAL\CLR-LS101 FLOOR PLAN.DWG
ALL DIMENSIONS SHOWN IN CALLOUTS
AND/OR NOTES ARE IN MILLIMETERS
UNLESS NOTED OTHERWISE
F
O
C U
R E
M E
N T
T E
T R
A
T
E C
H
THIS PROJECT, MALAWI SECONDARY EDUCATION EXPANSION FOR
DEVELOPMENT (SEED) PROJECT, WAS MADE POSSIBLE BY THE
SUPPORT OF THE AMERICAN PEOPLE THROUGH THE UNITED
STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND
THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).
S E
A C
I L
I T
Y
P
A C
K A
G E
M
H
A R
D E
R
S
O
B
R I E
N
D H
E L
I O
T I S
C L
R A
F
L O
A
N D
W G
C-LS-101
C L A
S S
R O
O M
L I F
E
S
A F
E
Y
A
N
BARSCALE
SCALE =
LIFE SAFETY PLAN
1:50
KEY PLANGENERAL NOTES
A. DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONS.
B. REFER INCONSISTENCIES TO USAID COR PRIOR TO
COMMENCING THE WORK IN AFFECTED AREA.
C. ITEMS ARE SHOWN DIAGRAMMATICALLY ON DRAWINGS. VERIFY
SPACE REQUIREMENTS AND DIMENSIONS IN FIELD TO FIT THE
WORK PROPERLY.
D. NOTES SHOWN ON ONE DRAWING APPLY TO ALL SIMILIAR
DRAWINGS.
E. GROUT FILL EVERY FIFTH CMU CORE VERTICALLY FOR ADDED
WALL STABILIZATION.
F. UNLESS NOTED OTHERWISE, ALL DOOR JAMBS TO BE SET 200mm
FROM ADJACENT MASONRY WALLS.
PATH OF TRAVEL
FIRE EXTINGUISHER
1-HOUR FIRE PARTITION
LIFE SAFETY LEGEND
EXIT 2
EXIT WIDTH = 813mm MINIMUM
EXIT CAPACITY = 60 OCCUPANTS
EXIT 4
EXIT WIDTH = 813mm MINIMUM
EXIT CAPACITY = 60 OCCUPANTS
EXIT1
EXIT WIDTH = 813mm MINIMUM
EXIT CAPACITY = 60 OCCUPANTS
EXIT 3
EXIT WIDTH = 813mm MINIMUM
EXIT CAPACITY = 60 OCCUPANTS
EGRESS OCCUPANT LOAD MINIMUM MINIMUM MINIMUM
COMPONENT SERVED COMPONENT WIDTH CALCULATED WIDTH…
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