J2 Facility Drawings_SCIENCE CLASSROOM.pdf
PDF 7 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 from USAID/Malawi seeks proposals to construct 18 Community Day Secondary Schools across four geographic lots in Malawi. USAID anticipates awarding up to four firm fixed price contracts for a period of 25 months, including 13 months for construction and a 12-month warranty period. Lots A1 and A2 comprise 19-20 schools each and are set aside for Malawian firms. Lots B1 and B2 comprise 6 schools each and are open to global competition but require the prime contractor and its first-tier subs to be Malawian firms. Offerors may bid on one or both Group A lots and one or both Group B lots. Proposals are due by the closing date of July 6, 2022 and must address requirements in the RFP, including capacity to complete one or more lots.
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Text version
A D ECB
16200
W1
W1
W1 W1
W6
11000 4800
S-A-504
S-A-301
S-A-301
S-A-301
S-A-301
S-A-504
S-A-504
2650 5700 2650 5000
W4
W6
S-A-504
S-A-401
S-A-401
S-A-402
S-A-402
S-A-401
P1
P1
P1
P1.1
P2.1
P2
S-A-201
S-A-202
S-A-202
103.7 m²
SCIENCE
CLASSROOM
MPR 103
19.2 m²
ADMINISTRATION
ROOM
MPR 105
19.2 m²
STORAGE
ROOM
MPR 104
P1.1
SIM
D-A-510
W6 W6
W6 W6
5000260058002600
SLOPE
50:1000
CONCRETE RAMP
CONCRETE COUNTER
WITH CUTOUT FOR
SS WASH BASIN AND
DRAIN FOR FUTURE
INSTALLATION, TYP
TYP
S-A-201
S-A-201
600 1200 1800 1200 1600 1200 2100 600 2200 600 800
10600 1000 6600
1200 1800 1200 1600 1200
800 600 650 900 650 600 600
11200 5000
5300 2400 4500 4800 1200
SLOPE
50:1000
CONCRETE RAMP
900 1400
2100 900
P1.1
P1.1
S-A-401
CHEMICAL
EXHAUST HOOD
S-A-505
PERIMETER OF CLERESTORY
MONITOR ABOVE
D-A-515
CONCRETE
STOOP
CONCRETE
STOOP
CONCRET STOOP
S-A-505
STOOP OVER DRAIN DETAIL
INCLUDING SIDE RAMPS &
BACK STOOPS, SEE D-C-503
SEE ROOF DRAINAGE
APRON DETAIL
ON D-C-503
PERIMETER OF ROOF
ABOVE
S-A-505
S-A-506
D-C-503
TYP
D-S-503
TYP
W1W1
BEYOND
A
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ALL DIMENSIONS SHOWN IN CALLOUTS
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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S C
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L A
S S
R O
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F L O
A
N
BARSCALE
SCALE =
FLOOR PLAN
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.
AutoCAD SHX Text
AutoCAD SHX Text 1:50
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 5m
A D E
CB
16300
SLOPE
250:1000
SLOPE
250:1000
S-A-301
S-A-301
S-A-301
S-A-301
S-A-201
S-A-201
S-A-201
S-A-202
S-A-202
WALLS BELOW, TYP
WALLS BELOW, TYP
2050 9250
AREA AVAILABLE FOR SOLAR
PV SYSTEM BY OTHERS
SLOPE
250:1000
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2 3 4 5 6 7 8 9 10 11
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ALL DIMENSIONS SHOWN IN CALLOUTS
AND/OR NOTES ARE IN MILLIMETERS
UNLESS NOTED OTHERWISE
F
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T R
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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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S-A-102
S C
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N C
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C
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S S
R O
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R O
A
N
BARSCALE
SCALE =
ROOF PLAN
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.
AutoCAD SHX Text
AutoCAD SHX Text 1:50
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCIENCE
CLASSROOM
MPR 103
ADMINISTRATION
ROOM
MPR 105
STORAGE
ROOM
MPR 104
SCIENCE
CLASSROOM
MPR 103
ADMINISTRATION
ROOM
MPR 105
STORAGE
ROOM
MPR 104
J J
J
JJJ J
JJJ J
J
J
J
J
J
PVC CEILING PANEL
@ 2800 mm AFF
100x300mm SOFFIT VENT, TYP
BEAM, SEE STRU
EXTERIOR WALL, TYP
BEAM, SEE STRU
LIGHTING TERMINATION BOX,
SEE ELEC, TYP
CEILING GRID SYSTEM
ATTACHED TO BOTTOM
OF TRUSS, 25x50mm CFM
PURLINS @ 600mm O.C., TYP
S-A-301
S-A-301
S-A-130
1525 1800 1800 1800 1800 2600 1800 1800 1270
CT1
2920mm AFF
CT1
2920mm AFF
CT1
2920mm AFF
CT1
2920mm AFF
CT1CT1
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
4310mm AFF
3960mm AFF
S-A-301
S-A-301
CT2
2800mm AFF
1525 1800 1800 1800 1200 1200 1800 1800 1800 1475
SUSPENDED
EXTERIOR PVC
SOFFIT
SOFFIT VENT
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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
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T R
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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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S-A-130
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F L E
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L A
N
BARSCALE
SCALE =
REFLECTED CEILING PLAN
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.
SCALE =
SOFFIT VENT DETAIL
1:5
LEGEND
ELECTRICAL JUNCTION BOX, SEE ELECTRICAL
METAL SOFFIT VENT
PVC PANELS WITH INSULATION
PVC PANELS
J
CT1
CT2
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
AutoCAD SHX Text 1:50
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
TOP OF GABLE ROOF
4590 mm
TOP OF MONITOR ROOF
5785 mm
TOP OF BOND BEAM
3000 mm
FINISHED FLOOR
0 mm
GRADE
-300 mm
A B C D E
2230 4960
S4
S5
S4
RS-1
TYP
TYP
TYP
TYP
TYP
TYP
S-A-510
TOP OF GABLE ROOF
4590 mm
TOP OF MONITOR ROOF
5785 mm
TOP OF BOND BEAM
3000 mm
FINISHED FLOOR
0 mm
GRADE
-300 mm
A B C D
E
2230 4960
S4
S5
S4
RS-1
TYP
TYP
TYP
TYP
TOP OF GABLE ROOF
4590 mm
TOP OF MONITOR ROOF
5785 mm
TOP OF BOND BEAM
3000 mm
FINISHED FLOOR
0 mm
GRADE
-300 mm
ABCDE
4960 2230
L4 L5
L4
RS-1
TYP
TYP
TYP
A
B
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D
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F
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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
M
H
A R
D E
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M P
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S-A-201
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F
BARSCALE
SCALE =
FRONT ELEVATION W/O SCREEN WALLS
1:50
SCALE =
FRONT ELEVATION W/ SCREEN WALLS
1:50
SCALE =
REAR 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
STRUCTURAL TRUSS
METAL FRAMED WINDOW
CONCRETE BEAM
CORRUGATED WALL PANEL
SLAB ON GRADE
CONCRETE FOUNDATION BEAM
MARKER BOARD
SLATE CHALKBOARD - TEACHING SURFACE
CLERESTORY FIXED WINDOW
PRECAST CONCRETE SILL
CONCRETE RAMP
CONCRETE APRON AND DRAIN
PAINTED PRECAST SCREEN WALL AND COLUMN
HOLLOW METAL DOOR WITH TRANSOM
NOT USED
TACK BOARD19
METAL LOUVER
CASEWORK20
21 SINK BASIN
AutoCAD SHX Text
AutoCAD SHX Text 1:50
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
TOP OF GABLE ROOF
4590 mm
TOP OF MONITOR ROOF
5785 mm
TOP OF BOND BEAM
3000 mm
FINISHED FLOOR
0 mm
GRADE
-300 mm
1 2
4 5
TYP
L6
CHEMICAL EXHAUST HOOD
VENT OPENING
TOP OF GABLE ROOF
4590 mm
TOP OF MONITOR ROOF
5785 mm
TOP OF BOND BEAM
3000 mm
FINISHED FLOOR
0 mm
GRADE
-300 mm
L6
STOOP
TYP
TYP
A
B
C
D
E
F
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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
M
H
A R
D E
R
S
O
B
R I E
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T I S
M P
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S-A-202
S C
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S S
R O
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E X
T E
R I O
R
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L E
V A
T I O
N S
O
F
BARSCALE
SCALE =
SIDE ELEVATION
1:50
SCALE =
SIDE ELEVATION
1:50
KEYED NOTES
CORRUGATED ROOF PANELS
CMU EXTERIOR WALL
STRUCTURAL TRUSS
METAL FRAMED WINDOW
CONCRETE BEAM
CORRUGATED WALL PANEL
SLAB ON GRADE
CONCRETE FOUNDATION BEAM
MARKER BOARD
SLATE CHALKBOARD - TEACHING SURFACE
CLERESTORY FIXED WINDOW
PRECAST CONCRETE SILL
CONCRETE RAMP
CONCRETE APRON AND DRAIN
PAINTED PRECAST SCREEN WALL AND COLUMN
HOLLOW METAL DOOR WITH TRANSOM
NOT USED
TACK BOARD19
METAL LOUVER
CASEWORK20
21 SINK BASIN
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.
AutoCAD SHX Text
AutoCAD SHX Text 1:50
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
S-A-401
S-A-401
S-A-501
S-A-501
1 2
4 5
TOP OF GABLE ROOF
4590 mm
TOP OF MONITOR ROOF
5785 mm
TOP OF RING BEAM
3000 mm
FINISHED FLOOR
0 mm
GRADE
-300 mm
1819 17
SCIENCE
CLASSROOM
MPR 103
SCIENCE
CLASSROOM
MPR 103
TYP
TYP
S-A-402
S-A-501
S-A-401
S-A-502
11 2120
S-A-401
A B C D E
TOP OF GABLE ROOF
4590 mm
TOP OF MONITOR ROOF
5785 mm
TOP OF RING BEAM
3000 mm
FINISHED FLOOR
0 mm
GRADE
-300 mm
TYP
TYP
STORAGE
ROOM
MPR 104
STORAGE
ROOM
MPR 104
SCIENCE
CLASSROOM
MPR 103
SCIENCE
CLASSROOM
MPR 103
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
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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
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SCALE =
SECTION
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
STRUCTURAL TRUSS
METAL FRAMED WINDOW
CONCRETE BEAM
CORRUGATED WALL PANEL
SLAB ON GRADE
CONCRETE FOUNDATION BEAM
MARKER BOARD
SLATE CHALKBOARD - TEACHING SURFACE
CLERESTORY FIXED WINDOW
PRECAST CONCRETE SILL
CONCRETE RAMP
CONCRETE APRON AND DRAIN
PAINTED PRECAST SCREEN WALL AND COLUMN
HOLLOW METAL DOOR WITH TRANSOM
NOT USED
TACK BOARD19
METAL LOUVER
CASEWORK20
21 SINK BASIN
AutoCAD SHX Text
AutoCAD SHX Text 1:50
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
RS-1
SUSPENDED EXTERIOR
PVC SOFFIT
200 X 200mm
CONCRETE COLUMN
BEYOND
100mm CONCRETE SLAB, SEE STRU
CONCRETE APRON AND
DRAIN, SEE STRU
PERFORATED SCREEN
WALL, SEE D-A-510
S-A-503
S-A-503
PAINTED 13mm PLASTER
AT EXPOSED BEAM
4 5
S-A-501
TRUSS ANCHORAGE
TO BEAM, SEE STRU
METAL WINDOW
PRECAST WINDOW
SILL
200mm CMU, 13mm
PLASTER PAINTED INT.,
SEALED EXT.
100mm CONCRETE SLAB, SEE STRU
CONCRETE APRON AND
DRAIN, SEE STRU
TYP
SUSPENDED EXTERIOR
PVC SOFFIT
CEILING SYSTEM 1
S-A-502
200mm CMU, 13mm INT. PLASTER
FINISH, PAINTED, SEALED EXT.
100mm CONCRETE SLAB, SEE STRU
PURLIN,
SEE STRU
CAST-IN-PLACE CONC. COUNTERTOP,
FOR CASEWORK DETAILS
SEE S-A-505
PREFORMED METAL
TRIM
PLASTER FINISH, PAINTED
WALL BOARD, PAINTED
TRUSS, SEE STRU
E
BOTTOM OF CEILING BEYOND
S-A-502
200mm CMU, 13mm INT. PLASTER
FINISH, PAINTED, SEALED EXT.
100mm CONCRETE SLAB, SEE STRU
CEILING SYSTEM 1
RS-1
PREFORMED METAL
TRIM
CAST-IN-PLACE CONC.
COUNTERTOP, FOR CASEWORK
DETAILS SEE S-A-505
PLASTER FINISH, PAINTED
TRUSS, SEE STRU
D-A-514
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UNLESS NOTED OTHERWISE
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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
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WALL SECTION
1:20
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WALL SECTION
1:20
AutoCAD SHX Text
AutoCAD SHX Text 1:20
AutoCAD SHX Text
AutoCAD SHX Text 2m
0.5
200mm CMU, 13mm INT.
PLASTER FINISH , PAINTED, BS
100mm CONCRETE SLAB, SEE STRU
CEILING SYSTEM 1
RS-1
METAL LOUVER
S-A-501
S-A-501
200mm CMU, 13mm INT.
PLASTER FINISHED, PAINTED, BS
100mm CONCRETE SLAB, SEE STRU
100mm CFMF
STUD @ 400mm O.C., INT. WB FINISH, PAINTED
RS-1
TRUSS, SEE STRU
METAL LOUVER
CEILING SYSTEM 1
INT. PLASTER FINISH, PAINTED
WALL BOARD FINISH
BOTTOM OF CEILING SYSTEM
BEYOND
BOTTOM OF CFMF CHANNEL,
PAINTED
COVER GAP WITH TRIM BOARD
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UNLESS NOTED OTHERWISE
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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 =
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
CFMF CEILING JOIST
50mm RIGID INSUL.
PVC CEILING
FIXED LOUVERS
INSECT SCREEN
100mm CFMF, CORRUGATED
WALL PANEL EXT.
CFMF BLOCKING,13mm WB, PAINTED
LOUVER FRAME
ANGLE ATTACHED TO
TRUSS
RS-1
MIN
215x15 mm PAINTED
WOOD FACIA BOARD
25 x 50mm CFMF, TYP
D-A-516
TYP
D-A-516
415x15 mm PAINTED
WOOD FACIA BOARD
CEILING SYSTEM 2
TRUSS, SEE STRU
100mm CFMF BLOCKING
CEILING SYSTEM 1
PREFORMED
METAL TRIM
CORRUGATED
WALL PANEL
D-A-516
SIM
S-A-503
CEILING SYSTEM 2
COUNTER FLASHING,
DETAIL 1/D-A-516
100mm CFMF, CORRUGATED
WALL PANEL EXT. FINISH
100mm CFMF, PAINTED WB FINISH
METAL FRAMED
WINDOW
FLASHING,
DETAIL 2/D-A-516
RS-1
TRUSS, SEE STRU
PAINTED WOOD FACIA
BOARD
SUSPENDED EXTERIOR
PVC SOFFIT SYSTEM
C-A-503
TYP
CFMF METAL BLOCK CHANNEL,
100mm CFMF
@ 400mm O.C.
TRUSS, SEE STRU.
WB FINISH TO TOP
OF BOND BEAM
CEILING SYSTEM 1
13mm INT PLASTER
FINISH, PAINTED, BS
BOTTOM OF CEILING
SYSTEM BEYOND
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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 =
LOUVER CLERESTORY DETAIL
1:10
SCALE =
LOUVER/GLAZING CLERESTORY DETAIL
1:10
SCALE =
MONITOR END DETAIL
1:10
SCALE =
EAVE & GUTTER DETAIL
1:10
SCALE =
INTERIOR TOP OF WALL DETAIL
1:10
AutoCAD SHX Text 1:10
AutoCAD SHX Text 0.5
AutoCAD SHX Text
AutoCAD SHX Text 1m
0.25
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
SIM
D-A-516
BOTTOM OF CEILING SYSTEM
BEYOND
SIM
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
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
A
SECTION A-A
SECTION B-B
CLERESTORY WINDOW, TYP
PAINTED WB, TYP
CLERESTORY WINDOW
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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 =
GABLE VENT DETAIL
1:10
SCALE =
GABLE 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
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
TRUSS, SEE STRU
SUSPENDED EXTERIOR
PVC SOFFIT SYSTEM
BOTTOM OF SOFFIT
2800 mm
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
PREPAINTED CORRUGATED
METAL ROOF
PURLIN, SEE STRU
METAL ANGLES TO SECURE
FACIA TO TRUSS, SEE STRU
PAINTED WOOD
FACIA BOARD
50 MIN
SEALANT AT JOINT, TYP
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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ALL DIMENSIONS SHOWN IN CALLOUTS
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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 =
GUTTER FASCIA DETAIL
1:5
SCALE =
EXTERIOR SOFFIT DETAIL
1:5
SCALE =
MONITOR FASCIA DETAIL
1:5
SCALE =
CEILING SYSTEM 1 DETAIL
1:5
SCALE =
CEILING SYSTEM 2 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, TYP
INT
EXT
EXT
EXTERIOR
MASONRY FACE
POINTED FOR A
NEAT FINISHED
APPEARANCE, TYP
MORTAR JOINT,
TYP
INT
INT
EXT
200 X 400 CMU
EXTERIOR
MASONRY FACE
POINTED FOR A
NEAT FINISHED
APPEARANCE
REINFORCEMENT,
SEE STRU
MORTAR JOINT,
TYP
INTERIOR FACE
SMOOTH CONCRETE
PLASTER, PAINTED
INTERIOR FACE
SMOOTH CONCRETE
PLASTER, PAINTED
EXT
INT
MORTAR JOINT,
TYP
200 X 400 CMU
REINFORCEMENT,
SEE STRU
INTERIOR FACE
SMOOTH CONCRETE
PLASTER PAINTED, BS
PERFORATED CONC.
SCREEN WALL
COLUMN FRAME WITH CMU INFILL
REINFORCEMENT,
SEE STRU
MORTAR JOINT,
TYP
INTERIOR FACE
SMOOTH CONCRETE
PLASTER PAINTED, BS
200 X 400 CMU
INT
INT
INT
200x400 mm CMU
MORTAR JOINT, TYP
MORTAR JOINT
MASONRY JOINT
REINFORCEMENT
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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 =
CMU CORNER DETAIL
1:10
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CMU JOINT DETAIL
1:10
SCALE =
CMU WALL TO WALL CONNECTION
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
C
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200020002000
S-A-506
80mm CAST-IN-PLACE
CONCRETE COUNTERTOP,
SEE STRU
PAINTED ON EXPOSED SURFACES,
150x 400 mm MASONRY SUPPORTS, SEE STRU
TYP
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ALL DIMENSIONS SHOWN IN CALLOUTS
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 =
CASEWORK ELEVATION
1:20
SCALE =
CASEWORK ELEVATION
1:20
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.
AutoCAD SHX Text
AutoCAD SHX Text 1:20
AutoCAD SHX Text
AutoCAD SHX Text 2m
AutoCAD SHX Text 0.5
AutoCAD SHX Text 1:10
AutoCAD SHX Text 0.5
AutoCAD SHX Text
AutoCAD SHX Text 1m
100mm CONTINUOUS
CONCRETE TOE KICK
WOOD CABINET
WOOD APRON
WOOD BASE FOR
CAST-IN-PLACE
CONCRETE
CONTINUOUS METAL ANGLE
TO SUPPORT CONCRETE
COUNTERTOP, SEE STRU
OPENING FOR PLUMBING
MASONRY SUPPORT OF
150x400 mm CMU, SEE STRU
CMU WALL W/
PAINTED PLASTER FINISH
FINISHED FLOOR
80mm CONCRETE
COUNTER TOP
C
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CHEMICAL EXHAUST
HOOD
CHEMICAL EXHAUST
HOOD VENT OPENING
FINISHED FLOOR
TOP OF CONT. CONC.
BOND BEAM
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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 =
CASEWORK SECTION
1:10
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.
SCALE =
CASEWORK ELEVATION
1:10
AutoCAD SHX Text
AutoCAD SHX Text 1:20
AutoCAD SHX Text
AutoCAD SHX Text 2m
AutoCAD SHX Text 0.5
AutoCAD SHX Text 1:10
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103.7 m²
SCIENCE
CLASSROOM
MPR 103
19.2 m²
ADMINISTRATION
ROOM
MPR 105
19.2 m²
STORAGE
ROOM
MPR 104
103.7 m²
SCIENCE
CLASSROOM
MPR 103
19.2 m²
ADMINISTRATION
ROOM
MPR 105
19.2 m²
STORAGE
ROOM
MPR 104
MB1
MB2
T4 (24)
C5 (48)
C4 (14)
D1
D4 (2)
S1
(2)
MB1
S1
F1
C8
C7
(2)
(2)
E1
MB1
(5)
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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).
S E
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BARSCALEKEY PLAN
SCALE =
FURNITURE PLAN
1:50
FURNITURE SCHEDULE
TYPE DESCRIPTION NOTES & QTY
REMARKS
C4 STOOL 14
C5 STUDENT CHAIR 48
C7 TASK CHAIR 3
C8 GUEST CHAIR 2
D1 TEACHER'S PODIUM 1
D4 OFFICE DESK 2
E1 EXHAUST HOOD 1
F1 LATERAL FILE 1
MB1 MARKER BOARD 1600x1200mm 3
MB2 SLATE CHALK BOARD 3600x1200mm 1
S1 4 POST SHELF 7
T4 STUDENT TASK TABLE 1000x500mm 24
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 D ECB
2651 5000
16000
5698 2651
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S S
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Y
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S S
300 x 700 RC GRADE BEAM 1
0.000+
0.000+
0.000+
300 x 700 RC GRADE BEAM 3
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SLOPE 1:50
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C
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C1 C1 C1 C1 C1
300 x 700 RC GRADE BEAM 5
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300 x 700 RC GRADE BEAM 2
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D-S-504
D-S-501
D S
D-S-501
D-S-502
3000 2799 15512000 1450
300 x 700 RC GRADE BEAM 4
2000 3000 2800 1550 1550 2400 2300
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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).
S E
A C
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P
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1:50
10000 2000 5000mm
SCALE =
FOUNDATION PLAN
1:50
ISOLATION
JOINT
A D ECB
2651 5000
16000
5698 2651
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S S
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S S
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Z
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Y
S S
Y
S S
0.000+
0.000+
0.000+
S L O
S L O
S L O
0.000+
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SLOPE 1:20
S-S-503
RAMP
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ISOLATION
JOINT
I S
O L A
T I O
N
J O
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SAWCUT JOINT
S A
W C
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5400 5400
S A
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C U
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J O
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1125 2000 2000
150 BLOCK WORK
SUPPORTING
CONCRETE TOP
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ALL DIMENSIONS SHOWN IN CALLOUTS
AND/OR NOTES ARE IN MILLIMETERS
UNLESS NOTED OTHERWISE
F
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N T
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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
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K A
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F L
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S
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BARSCALE
1:50
10000 2000 5000mm
SCALE =
FLOOR SLAB PLAN
A D ECB
16000
5698 2651
X
S S
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S S
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S S
D-S-505
200 x 200 RC BOND BEAM B1 x
R
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B
O N
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B
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B
200 x 200 RC BOND BEAM B6 x
B
O N
D
B
E A
M
B
200 x 200 RC BOND BEAM B5 x
R
C
B
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B
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M
B
200x300 RC TIE BEAM
A
2T12-10
2T16-11
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B
B
B
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D-S-505
D-S-505
D-S-506
200 x 300 RC BEAM B7 x
R
C
B
E A
M
B
ALL OTHER BEAMS REFER
TO SHEET NO. S-S-502
2052 3005 3005 2842 2500 2500
THESE DIMENSIONS
INDICATE TRUSS POSITIONS
A
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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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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
G C
P G
P G
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E D
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P R
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D
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S-S-103
S C
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N C
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C
L A
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R O
O M
B O
A
M
L
A Y
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BARSCALE
1:50
10000 2000 5000mm
SCALE =
BOND BEAM
LAYOUT
X
S
X
S S
Z
S S
Z
S S
Y
S S
Y
S S
125 x 50 x 20 x 2.5mm x 4.84kg/m
COLD FORMED LIPPED CHANNEL PURLINS
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
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T R
U S
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T R
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S
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A D ECB
2651 5000
16000
5698 2651
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S S
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S S
45 x 45 x 5L HORIZONAL BRACING
(FIXED TO TRUSS TOP CHORD)
D-S-509
D-S-509
SB SB SB
SB SB SB
45 x 45 x 5L
SWAY BRACING (SB)
45 x 45 x 5L
SWAY BRACING (SB)
2052 3005 3005 2842 2500 2500
A
B
C
D
E
F
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2 3 4 5 6 7 8 9 10 11
D E
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D
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D R
A W
N
B
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C H
E C
K E
D
B
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S U
B M
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S I Z
E
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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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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
G C
P G
P G
S E
E D
M
P R
S
D
W G
S-S-104
S C
I E
N C
E
C
L A
S S
R O
O M
R O
H O
A
M I N
G
P
L A
N
BARSCALE
1:50
10000 2000 5000mm
SCALE =
ROOF TOP CHORD FRAMING PLAN
S
X
S S
Z
S S
Z
S S
Y
S S
Y
S S
125 x 50 x 20 x 2.5mm x 4.84kg/m
COLD FORMED LIPPED CHANNEL PURLINS
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
45 x 45 x 5L HORIZONAL BRACING
(FIXED TO TRUSS BOTTOM CHORD)
45 x 45 x 5L HORIZONTAL BRACING
(FIXED TO TRUSS BOTTOM CHORD)
A D ECB
2651 5000
16000
5698 2651
Z
S S
Y
S S
SB SB SB
SB SB SB
45 x 45 x 5L
SWAY BRACING (SB)
45 x 45 x 5L
SWAY BRACING (SB)
STRUT
STRUT
STRUT
STRUT
STRUT
STRUT
50 x 50 x 5L STRUT 50 x 50 x 5L STRUT
2052 3005 2842 2500 2500
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
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I T
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D
B
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S I Z
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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
P G
P G
S E
E D
M
P R
S
D
W G
S-S-105
S C
I E
N C
E
C
L A
S S
R O
O M
R O
T
T
H O
A
M I N
G
P
L A
N
BARSCALE
1:50
10000 2000 5000mm
SCALE =
ROOF BOTTOM CHORD FRAMING PLAN
S
Z
S S
Z
S S
Y
S S
Y
S S
A D ECB
2651 5000
16000
5698 2651
X
S S
Z
S S
Y
S S
3005 3005 2842 198
T R
U S
S
T
T R
U S
S
T
T R
U S
S
T
T R
U S
S
T
125 x 50 x 20 x 2.5mm x 4.84kg/m
COLD FORMED LIPPED CHANNEL 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
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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
P G
P G
S E
E D
M
P R
S
D
W G
S-S-106
S C
I E
N C
E
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
1 4 5
BOTTOM OF RING BEAM LEVEL
+2.800m
GROUND FLOOR SLAB LEVEL
+0.000m
FOOTING BOTTOM LEVEL
-0.700m
9000 1800
10800
12000
600600
250 MICRON DPM
A98 WIREMESH
100mm FLOOR SLAB
50mm LEAN CONCRETE(C-5)
D-S-510
600 D-S-506
ISOLATION
JOINT
SELECTED GRANULAR
COMPACTED SOIL(SEE NOTE 4,
UNDER GENERAL EARTHWORKS
NOTES FOR COMPACTION AND
REFER TO THE SPECIFICATION)
80 THICK CAST IN-SITU
CONCRETE TOP
REINFORCED WITH
A98 MESH
100x100 CONCRETE PAD
80 THICK CAST IN-SITU
CONCRETE TOP
REINFORCED WITH
A98 MESH
100x100 CONCRETE PAD
200 THICK
BLOCK WALL
200 THICK
BLOCK WALL
200x200
RC COLUMN
50mm SAND
BLINDING
DPC
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
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E
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D
C O
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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
P G
P G
S E
E D
M
R P
S
D
W G
S-S-301
S C
I E
N C
E
C
L A
S S
R O
O M
S E
C T
I O
N
X
BARSCALE
1:30
6000 1200 3000mm
SCALE =
SECTION X
1:30
+2.800m
GROUND FLOOR SLAB LEVEL
+0.000m
FOOTING BOTTOM LEVEL
-0.700m
9000 1800
10800
D-S-506
D-S-506
12000
600 600
S B
S B
D-S-510
250 MICRON DPM
A98 WIREMESH
100mm FLOOR SLAB
D-S-506
ISOLATION
JOINT
SELECTED GRANULAR
COMPACTED SOIL(SEE NOTE 4,
UNDER GENERAL EARTHWORKS
NOTES FOR COMPACTION AND
REFER TO THE SPECIFICATION)
80 THICK CAST IN-SITU
CONCRETE TOP
REINFORCED WITH
A98 MESH
100x100 CONCRETE PAD
80 THICK CAST IN-SITU
CONCRETE TOP
REINFORCED WITH
A98 MESH
100x100 CONCRETE PAD
200x200
RC COLUMN
200x200
RC COLUMN
DPC
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
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SHEET ID
PLOTTED:
2/22/2022 11:10:37 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
P G
P G
S E
E D
M
R P
S
D
W G
S-S-302
S C
I E
N C
E
C
L A
S S
R O
O M
S E
C T
I O
N
Y
BARSCALE
1:30
6000 1200 3000mm
SCALE =
SECTION Y
+2.800m
GROUND FLOOR SLAB LEVEL
+0.000m
FOOTING BOTTOM LEVEL
-0.700m
3375 4225 3200
10800
2 3
D-S-506
D-S-506
12000
600600
250 MICRON DPM
A98 WIREMESH
100mm FLOOR SLAB
D-S-510
750mm ANCHOR LENGHT
750mm ANCHOR LENGTH
ISOLATION
JOINT
600 D-S-506
SELECTED GRANULAR
COMPACTED SOIL(SEE NOTE 4,
UNDER GENERAL EARTHWORKS
NOTES FOR COMPACTION AND
REFER TO THE SPECIFICATION)
200 THICK
BLOCK WALL
200x200
RC COLUMN
200 THICK
BLOCK WALL
DPC
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 11:10:39 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
P G
P G
S E
E D
M
R P
S
D
W G
S-S-303
S C
I E
N C
E
C
L A
S S
R O
O M
S E
C T
I O
N
Z
BARSCALE
1:30
6000 1200 3000mm
SCALE =
SECTION Z
A D E
11000 5000
R8-200
GRADE BEAM 1 ON GRID 1
1 No. thus
A D E
11000 5000
R8-200
GRADE BEAM 3 ON GRID 5
1 No. thus
GRADE BEAM 4 ON GRID 2
1 No. thus
D E
R8-200
A
A
A
A
A
A
A
A
A
A
2T16-01
2T16-02
2T16-03
2T16-04
2T16-01
2T16-02
2T16-03
2T16-04
2T16-11
2T16-12
CB
CB
GRADE BEAM 6 ON GRID A
1 No. thus
54321
3370 4225 1400 1800
R8-200
A
A
A
A
2T16-05
2T16-06
2T16-07
2T16-08
GRADE BEAM 8 ON GRID E
1 No. thus
3370 4225 1400
R8-200
A
A
2T16-05
2T16-06
2T16-09
2T16-10
300 x 700 RC GRADE BEAM
A D
11000
R8-200
GRADE BEAM 2 ON GRID 4
1 No. thus A
A
2T16-01
2T16-02
2T16-03A
2T16-04
CB
300 x 700 RC GRADE BEAM
GRADE BEAM 5 ON GRID 3
1 No. thus
D E
R8-200
A
A
2T16-11
2T16-12
GRADE BEAM 7 ON GRID D
1 No. thus
54321
3370 4225 1400 1800
R8-200
A
A
A
A
2T16-05
2T16-06
2T16-07
2T16-08
SECTION A-A
2T16
2T16
R8-250 c/c
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 11:10:19 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
P G
P G
S E
E D
M
R P
S
D
W G
S-S-501
S C
I E
N C
E
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
I N
G
D
E T
A I L
S
BARSCALE
10000 2000 5000mm
R8-250
SECTION 1-1
2T12
2T12
200X200 RC BEAM 1
1 No. thus
A
R8-250 c/c
2651 5698 2651
SECTION 2-2
2T12
2T12
R8-250 c/c
16000
D E
R8-250
200X200 RC BEAM 5
1 No. thus
SECTION 5-5
2T12
2T12
R8-250 c/c
B C D E
R8-250
SECTION 6-6
2T12
2T12
200X200 RC BEAM 6
1 No. thus
A
R8-250 c/c
2651 5698 2651
10993
B C D
D E
R8-250
200X300 RC BEAM 7
1 No. thus
SECTION 7-7
2T12
2T16
R8-250 c/c
R8-250
200X300 RC BEAM 8
1 No. thus
SECTION 8-8
2T12
3T16
R8-250 c/c
R8-250
SECTION 3-3
2T12
2T12
R8-250 c/c
200X200 RC BEAM 3
1 No. thus
2 3
3375 4225 1400
R8-250
200X200 RC BEAM 4
1 No. thus
2 3
3375 4225
SECTION 4-4
2T12
2T12
R8-250 c/c
R8-250
10800
200X(200/ 300) RC BEAM 2
1 No. thus
3375422514001800
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 11:10:21 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
P G
P G
S E
E D
M
R P
S
D
W G
S-S-502
S C
I E
N C
E
C
L A
S S
R O
O M
B O
A
M
R
E I N
F O
R C
I N
G
D
E T
A I L
S
BARSCALE
10000 2000 5000mm
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
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Z:\SHARED\PROJECTS\127-44525-19001\CAD\SHEETFILES\01_FACILITIES\20_MPR_MULTIPURPOSE CLASSROOM\ARCHITECTURAL\MPR-LS101 SAFETY PLAN.DWG
ALL DIMENSIONS SHOWN IN CALLOUTS
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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S-LS-101
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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
TD TRAVEL DISTANCE
TD = 11.2m
EXIT1
EXIT WIDTH = 813mm MINIMUM
EXIT CAPACITY = 60 OCCUPANTS
EGRESS OCCUPANT LOAD MINIMUM MINIMUM MINIMUM
COMPONENT SERVED COMPONENT WIDTH CALCULATED WIDTH REQUIRED WIDTH
DOOR 60 OCCUPANTS 813mm (32") 60OCC * 0.2/OCC=12 813mm (32")
IBC 1010.1.1
CORRIDOR 150 OCCUPANTS 118mm (44") 150OCC * 0.2/OCC=12 1118mm (44")
IBC 1020.2
EXIT 2
EXIT WIDTH = 813mm MINIMUM
EXIT CAPACITY = 60 OCCUPANTS
AutoCAD SHX Text
AutoCAD SHX Text 1:50
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
| S-A-101 |
| Sheets and Views |
| MPR-A101 Floor Plan-S-A-101 |
| S-A-102 |
| Sheets and Views |
| MPR-A102 Roof Plan-S-A-102 |
| S-A-130 |
| Sheets and Views |
| MPR-A130 Reflected Ceiling Plan-S-A-130 |
| S-A-201 |
| Sheets and Views |
| MPR-A201 Elevations-S-A-201 |
| S-A-202 |
| Sheets and Views |
| MPR-A202 Elevations-S-A-202 |
| S-A-301 |
| Sheets and Views |
| MPR-A301 Building Sections-S-A-301 |
| S-A-401 |
| Sheets and Views |
| MPR-A401 Wall Sections-S-A-401 |
| S-A-402 |
| Sheets and Views |
| MPR-A402 Wall Sections-S-A-402 |
| S-A-501 |
| Sheets and Views |
| MPR-A501 Section Details-S-A-501 |
| S-A-502 |
| Sheets and Views |
| MPR-A501 Section Details-S-A-502 |
| S-A-503 |
| Sheets and Views |
| MPR-A501 Section Details-S-A-503 |
| S-A-504 |
| S-A-505 |
| Sheets and Views |
| MPR-A505 Casework Details-S-A-505 |
| S-A-506 |
| Sheets and Views |
| MPR-A505 Casework Details-S-A-506 |
| S-A-901 |
| Sheets and Views |
| MPR-A901 Furniture Plan-S-A-901 |
| S-S-101 |
| S-S-102 |
| S-S-103 |
| S-S-104 |
| S-S-105 |
| S-S-106 |
| S-S-301 |
| S-S-302 |
| S-S-303 |
| S-S-501 |
| S-S-502 |
| S-LS-101 |
| Sheets and Views |
| MPR-LS101 SAFETY Plan-S-LS-101 |
File details come from the government source that posted it. Updated .