J.2 _Facility Drawings_CLASSROOM_Amendment 02.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 solicits construction services for community day secondary schools in Malawi. USAID seeks to award up to four firm fixed price contracts totaling twenty-five months to construct schools across four lots.
Lots A1 and A2 comprise large groups of 19-20 schools each and are reserved for Malawian firms. Lots B1 and B2 include smaller groups of six schools each and are open to global competition but only Malawian firms are eligible. Offerors may bid on one or both lots in Group A, and one or both in Group B. USAID intends to award the Group A lots to one or two contractors and the Group B lots to two separate contractors. Proposals are valid for 120 days.
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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
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C
D
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ALL DIMENSIONS SHOWN IN CALLOUTS
AND/OR NOTES ARE IN MILLIMETERS
UNLESS NOTED OTHERWISE
B
F
P
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C U
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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
D
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A C
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K A
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A R
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I O
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C L
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F
L O
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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
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2 3 4 5 6 7 8 9 10 11
D E
S I G
N E
D
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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
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M E
N T
T E
T R
A
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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
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D
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T I S
C L
R A
R
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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
JJJ JJJ
JJJJJJ
A E F KB C D G H J
J J16
24000
10000 10000
BEAM, SEE STRU
SOFFIT VENT, TYP
CEILING VAULTED
BEAM, SEE STRU
LIGHTING JUNCTION
BOX, SEE ELEC, TYP
1 1 C-A-303C-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
2930mm AFF
CT1
2930mm AFF
CT1
2930mm AFF
CT1
2930mm AFF
CT1
2930mm AFF
CT1CT1 CT1 CT1 CT1
CT2
CT22800mm AFF 2800mm AFF
4990mm AFF
5435mm AFF
4990mm AFF
5435mm AFF
4990mm AFF
5435mm AFF
SL
O
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D
C
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N
G
SL
O
PE
D
C
EI
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N
G
SL
O
PE
D
C
EI
LI
N
G
CT2
2800mm AFF
CT2
3060mm AFF
SUSPENDED
EXTERIOR PVC
SOFFIT
SOFFIT VENT
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ALL DIMENSIONS SHOWN IN CALLOUTS
AND/OR NOTES ARE IN MILLIMETERS
UNLESS NOTED OTHERWISE
J
U N
AM
EN
D
M
EN
T
TE
TR
A
TE
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).
SE
ED
C M
C
FA
C
IL
IT
Y
PA
C
KA
G E
M . H
AR
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P
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C-A-130
C
LA
SS
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M R
EF
LE
C
TE
D C
EI
LI
N G
P
LA
N
BARSCALE
SCALE =
REFLECTED CEILING PLAN
1:501
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
1:52
AutoCAD SHX Text
AutoCAD SHX Text 1:50
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NORTH FACING
111213
D-A-510
A B C D E F G H J K
S1 S1S2 S3 S2
TYP
BS
330 400 650 650
400 330 4475 2075 2075 44753805
3 TYP TYP8 TYP
TYP
8 11 TYP
TYP
NORTH FACING
A B C D E F G H J K
330 400 650 650
400 330
S1 S1S2 S3 S2
TYP
BS
4475 2075 2075 44753805
43 TYP TYP8 TYP7
TYP TYP
TYP
A
B
C
D
E
F
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2 3 4 5 6 7 8 9 10 11
D
ES
IG
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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
J
U N
AM
EN
D
M
EN
T
TE
TR
A
TE
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).
SE
ED
C M
C
FA
C
IL
IT
Y
PA
C
KA
G E
SK
O
SK
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D N
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-0 1-
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C-A-201
C
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EX
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IO
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VA
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S, O F
BARSCALE
SCALE =
FRONT ELEVATION W/ SCREEN WALL
1:501
SCALE =
FRONT ELEVATION
1:502
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
PAINTED PRECAST SCREEN WALL AND COLUMN
9 CONCRETAPRON AND DRAIN
SLATE CHALKBOARD - TEACHING SURFACE18
TACK BOARD19
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
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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T A
D
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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
E L
I O
T I S
C L
R A
E
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
15 18
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
DOUBLE PVC
WB SYSTEM
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
C-A-503
3 5
OFFICE
CLR 101
0 TOP OF BOND BEAM
3000 mm
TOP OF GABLE ROOF
4590 mm
TOP OF MONITOR ROOF
5790 mm
FINISHED FLOOR
0 mm
GRADE
-300 mmCONCRETE COLUMN, 200 x 200 mm
200x250 mm CONC. BEAM, SEE STRU
19 17
L7
2000 2000
C-A-501
C-A-501
D-A-516
D-A-516
GUTTER
SEE 5/D-A-516 FOR
CORDER METAL
PANEL DETAIL
TYP
C-A-503
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10 11
D
ES
IG
N
ED
B
Y:
D R
AW
N
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THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).
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SCALE =
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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
PAINTED PRECAST SCREEN WALL AND COLUMN
9 CONCRETAPRON AND DRAIN
SLATE CHALKBOARD - TEACHING SURFACE18
TACK BOARD19
SCALE =
SECTION
1:503
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
1 2 3 4
1600 3600 1600
PVC CEILING
SYSTEM,
SEE RCP
D-A-514
1719 19
STOOP
BEYOND
A
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STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND
THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).
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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
PAINTED PRECAST SCREEN WALL AND COLUMN
9 CONCRETAPRON AND DRAIN
SLATE CHALKBOARD - TEACHING SURFACE18
TACK BOARD19
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
AEFK J H G D C B
TYP
BOTTOM OF CEILING,
70mm BELOW TRUSS
BOTTOM CHORD, TYP
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
4TYP TYP
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STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND
THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).
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BARSCALE
SCALE =
SECTION
1:501
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
PAINTED PRECAST SCREEN WALL AND COLUMN
9 CONCRETAPRON AND DRAIN
SLATE CHALKBOARD - TEACHING SURFACE18
TACK BOARD19
AutoCAD SHX Text
AutoCAD SHX Text 1:50
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
C-A-501 2
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 1
WB TO EXTEND TO BOTTOM
OF CEILING SYSTEM @ 2930mm
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
RIGID INSULATION
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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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
1:201 SCALE =
WALL SECTION
1:202 SCALE =
WALL SECTION
1:203 SCALE =
SCREEN WALL SECTION
1:204
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
CS2
A
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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
1:201
SCALE =
WALL SECTION
1:202 SCALE =
WALL SECTION
1:203
AutoCAD SHX Text
AutoCAD SHX Text 1:20
AutoCAD SHX Text
AutoCAD SHX Text 2m
0.5
RS-1
TRUSS, SEE STRU
PAINTED
FACIA BOARD
SUSPENDED EXTERIOR
PVC SOFFIT SYSTEM
C-A-503TYP
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
CEILING TYPE 1
COUNTER FLASHING
SECURED BEHIND EXT.
CORRUGATED METAL PANEL
FLASHING
PREFORMED METAL TRIM
D-A-516TYP
D-A-516TYP
RS-1
TRUSS, SEE STRU
PAINTED 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
35 x 63.5mm CEILING PROFILE @ 600 mm O.C.
50mm RIGID INSULATION
PVC CEILING PANEL
TRUSS BOTTOM CHORD,
SEE STRU
35 x 63.5mm CEILING PROFILE @ 600 mm O.C.
50mm RIGID INSULATION
PVC CEILING PANEL
CONTINUOUS TRIM FINISH AROUND
ENTIRE PERIMETER OF CEILING
TRUSS, SEE STRU,
TYP
PVC PANEL, TYP
40 mm X 40 mm BOX PROFILE, TYP
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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
1:101 SCALE =
EAVE DETAIL 2
1:102 SCALE =
GABLE VENT DETAIL
1:103
SCALE =
GABLE DETAIL
1:104 SCALE =
CEILING TYPE 1
1:55
SCALE =
CEILING TYPE 2
1:56
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 1
METAL ANGLE
40mm X 40mm BOX PROFILE, TYP
COUNTER
FLASHING
FLASHING
BACKER ROD & SEALNT
D-A-516
D-A-516
C-A-503 TYP
DOUBLE PVC WB
SYSTEM W/ 25mm
SPACER & SUPPORTED
BY 40mm X 40mm
BOX PROFILE AT
TRUSS
CEILING SYSTEM 1
TRUSS, SEE STRU
40mm x 40mm BLOCK
PROFILE, TYP
CONTINUOUS
ROOF TRIM
CORRUGATED
WALL PANEL
CONTINUOUS
FLASHING, WRAPPING
FROM BEHIND METAL
WALL PANEL
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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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1:102 SCALE =
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SCALE =
TRUSS THROUGH WALL BOARD DETAIL, TYP
1:54
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,
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TRUSS, SEE STRU
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250mm X 200mm
RC BEAM, PAINTED, SEE STRU
PURLIN, SEE STRU
BOTTOM OF BOND BEAM
3000 mm
PREPAINTED CORRUGATED
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425 x 25 mm PAINTED
FASCIA BOARD
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40mm X 40mm BOX PROFILE
RIGID INSULATION
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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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SCALE =
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1:52
SCALE =
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SCALE =
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1:54
SCALE =
CEILING TO MONITOR WALL DETAIL
1:53
SCALE =
EXT SOFFIT CORNER DETAIL
1:56
SCALE =
EXT WALL TO CEILING DETAIL
1:57
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
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EXT
EXTERIOR
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REINFORCEMENT,
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200 X 400 CMU
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MORTAR JOINT
MASONRY JOINT
REINFORCEMENT
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UNLESS NOTED OTHERWISE
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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).
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1:10
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CMU WALL TO WALL CONNECTION
1:10
SCALE =
MASONRY DETAIL
1:10
AutoCAD SHX Text 1:10
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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
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F1
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MB1 MB1
MB2
MB1
MB1
MB4
MB1
MB1
MB2
MB1
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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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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
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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
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AutoCAD SHX Text
A E F J x
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300 x 700 RC GRADE BEAM GB5
300 x 700 RC GRADE BEAM GB3 300 x 700 RC GRADE BEAM GB3
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D-S-501
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300 x 700 RC GRADE BEAM GB2
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D-S-501
D-S-501
A
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ALL DIMENSIONS SHOWN IN CALLOUTS
AND/OR NOTES ARE IN MILLIMETERS
UNLESS NOTED OTHERWISE
N
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N D
M E
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
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1:50
10000 2000 5000mm
SCALE =
FOUNDATION PLAN
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A E F J
9800 4200 9800
RAMP
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D-S-503
0.000+
0.035+
0.000+
ISOLATION JOINT
ISOLATION JOINT
ISOLATION JOINT
SLOPE 1:50 SLOPE 1:50
0.000+
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0.035
N
S T
R U
C T
I O
N
J O
I N
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SLOPE 1:20
X
C S
X
C S
SLOPE 1:100SLOPE 1:100
Y
C S
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C S
SAWCUT (S/C) JOINT
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S A
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SAWCUT JOINT
S A
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42002650 2250 2250 2650 2650 2250 2250 2650
S A
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0.150-
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SLOPE 1:50
SLOPE 1:50
A
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ALL DIMENSIONS SHOWN IN CALLOUTS
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UNLESS NOTED OTHERWISE
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N T
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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 I T
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P
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K A
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BARSCALE
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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
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B
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4200 9800
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B
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B x
B
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B
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B x
B
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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
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
T N
S E
E D
C
L R
S
D
W G
C-S-103
C L
A S
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
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R K
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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
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
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R I P
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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
T I O
N D
A T
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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
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I S
S U
E
D
A T
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T A
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C O
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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
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
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ALL DIMENSIONS SHOWN IN CALLOUTS
AND/OR NOTES ARE IN MILLIMETERS
UNLESS NOTED OTHERWISE
N
A
M E
N D
M E
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
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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-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
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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
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C-S-503
C L
A S
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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
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SHEET ID
PLOTTED:
2/22/2022 10:48:38 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
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G C
T N
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C-S-504
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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
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D
B
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S I Z
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I S
S U
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D
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SHEET ID
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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
T N
S E
E D
C
L R
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D
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C-S-505
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O N
N E
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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
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K E
D
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Y
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D
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Y
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D
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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
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D H
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I O
T I S
C L
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W G
C-LS-101
C L A
S S
R O
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L I F
E
S
A F
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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…
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