J.2 _Facility Drawings_STUDENT LATRINE_Amendment 02.pdf
PDF 11 MB Posted
- Attached to
- Secondary Education Expansion for Development (SEED) Rural Group 2 Activity Federal contract opportunity
- Solicitation number
- 72061222R00005
About this file
This document describes a federal solicitation for the Secondary Education Expansion for Development (SEED) Rural Group 2 Activity. USAID/Malawi is seeking proposals to construct Community Day Secondary Schools in 18 districts across Malawi. The solicitation will result in up to four firm fixed price contracts with a 25 month period of performance comprising a 13 month construction phase and a 12 month warranty period. The sites are divided into two groups across four lots based on geography. Group A contains two large lots set aside for Malawian firms only. Group B contains two small lots conducted under full and open competition but also only open to Malawian firms. Offerors may bid on one or both Group A lots and one or both Group B lots, and must indicate their proposed lots and capacity in their proposals. Proposals are valid for 120 days and must be submitted by the closing date specified in Section L.
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Text version
35.8 m²
LATRINE
BOYS
PIT
ACCESS
HATCH, TYP
L-A-301
11800
L-A-201
A B C D E F G
1400 1400 1400 2500 1700 1800
550 850 550 850 550 1650 550 4450
L-A-103
L-A-501
L-A-302
L-A-501
SIM
P3.1
L-A-202
CONCRETE
RAMP
SLOPE
84:1000
SEE STRU
FOR SLAB
SLOPE
L-A-302
D-A-607
TYP
D-A-513
P3
SIM
L-A-302
P1
L-A-301
ROOF EDGE ABOVE,
TYP
L-A-202
L-A-302
18001550
19501950 200045001400
L-A-301
L-A-501
METAL
GUARDRAIL
SIM
P3.1
URINAL
L-A-201
P3.1
P3.1
P1
35.8 m²
LATRINE
BOYS
WATER RESERVOIR
HATCH
PIT VENT. PIPES
SLOPE
250:1000
A B C D E F G
D-A-513
1520 2800
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
S K
O
R D
E
N
C O
N T
R A
C T
M A
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R I P
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SHEET ID
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Z:\SHARED\PROJECTS\127-44525-19001\CAD\SHEETFILES\01_FACILITIES\40_STL_STUDENT LATRINE\ARCHITECTURAL\STL-A101 FLOOR PLAN.DWG
ALL DIMENSIONS SHOWN IN CALLOUTS
AND/OR NOTES ARE IN MILLIMETERS
UNLESS NOTED OTHERWISE
B
F
P
O
C U
R E
M E
N T
T E
T R
A
T
E C
H
THIS PROJECT, MALAWI SECONDARY EDUCATION EXPANSION FOR
DEVELOPMENT (SEED) PROJECT, WAS MADE POSSIBLE BY THE
SUPPORT OF THE AMERICAN PEOPLE THROUGH THE UNITED
STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND
THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).
S E
M
A C
I L I T
Y
P
A C
K A
G E
S K
O
S K
O
D N
H
S T
L A
F
L O
L A
N D
W G
L-A-101
S T
U D
E N
T
L
A T
R I N
E
M A
T
R I N
E
F
L O
O
F
P
L A
N
BARSCALE
SCALE =
MALE LATRINE FLOOR PLAN
1:50
KEY PLAN
SCALE =
MALE LATRINE ROOF PLAN
1:50
GENERAL NOTES
A. DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONS.
B. REFER INCONSISTENCIES TO USAID COR PRIOR TO
COMMENCING THE WORK IN AFFECTED AREA.
C. ITEMS ARE SHOWN DIAGRAMMATICALLY ON DRAWINGS. VERIFY
SPACE REQUIREMENTS AND DIMENSIONS IN FIELD TO FIT THE
WORK PROPERLY.
D. NOTES SHOWN ON ONE DRAWING APPLY TO ALL SIMILIAR
DRAWINGS.
E. GROUT FILL EVERY FIFTH CMU CORE VERTICALLY FOR ADDED
WALL STABILIZATION.
F. UNLESS NOTED OTHERWISE, ALL DOOR JAMBS TO BE SET 200mm
FROM ADJACENT MASONRY WALLS.
G. UNLESS NOTED OTHERWISE, ALL WALLS ARE 200mm IN WIDTH.
H. SEE STANDARD SET DRAWINGS D-A-511, D-A-512, AND D-A-513
FOR TYPICAL LATRINE STANDARDS.
AutoCAD SHX Text
AutoCAD SHX Text 1:50
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 5m
36.9 m²
GIRLS
LATRINE
PIT VENT. PIPES
SLOPE
250:1000
A B C D E F
WATER RESERVOIR
HATCH
D-A-513
SIM
30302700
36.9 m²
LATRINE
GIRLS
L-A-203
A B C D E F
L-A-303
1975 1400 1400 1400 2475
850 550 1000 550 850 550 850 550 1550 550 1000
L-A-303
L-A-204
L-A-501
SIM
L-A-104
L-A-104
L-A-501
CONCRETE
RAMP
SLOPE
84:1000
200x400mm WALL
DRAIN, TYP
D-A-607
TYP
L-A-203
L-A-303
4975 3875
10250
L-A-303
METAL
GUARDRAIL
L-A-204
40751200
SEE STRUCTURE FOR SLAB SLOPE
P1
ROOF EDGE ABOVE,
TYP
P3.1 P3.1
P1
P3.1
P3.1
P3.1
L-A-501
TYP
L-A-501
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
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S I Z
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I S
S U
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Z:\SHARED\PROJECTS\127-44525-19001\CAD\SHEETFILES\01_FACILITIES\40_STL_STUDENT LATRINE\ARCHITECTURAL\STL-A101 FLOOR PLAN.DWG
ALL DIMENSIONS SHOWN IN CALLOUTS
AND/OR NOTES ARE IN MILLIMETERS
UNLESS NOTED OTHERWISE
F
O
C U
R E
M E
N T
T E
T R
A
T
E C
H
THIS PROJECT, MALAWI SECONDARY EDUCATION EXPANSION FOR
DEVELOPMENT (SEED) PROJECT, WAS MADE POSSIBLE BY THE
SUPPORT OF THE AMERICAN PEOPLE THROUGH THE UNITED
STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND
THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).
S E
A C
I L I T
Y
P
A C
K A
G E
M
H
A R
D E
R
S
O
B
R I E
N
D
H
E L
I O
T I S
S T
L A
F
L O
A
N D
W G
L-A-102
S T
U D
E N
T
L
A T
R I N
E
F E
M A
T
R I N
E
F
L O
O
F
P
L A
N
BARSCALE
KEY PLAN
SCALE =
FEMALE LATRINE ROOF PLAN
1:50
SCALE =
FEMALE LATRINE FLOOR PLAN
1:50
GENERAL NOTES
A. DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONS.
B. REFER INCONSISTENCIES TO USAID COR PRIOR TO
COMMENCING THE WORK IN AFFECTED AREA.
C. ITEMS ARE SHOWN DIAGRAMMATICALLY ON DRAWINGS. VERIFY
SPACE REQUIREMENTS AND DIMENSIONS IN FIELD TO FIT THE
WORK PROPERLY.
D. NOTES SHOWN ON ONE DRAWING APPLY TO ALL SIMILIAR
DRAWINGS.
E. GROUT FILL EVERY FIFTH CMU CORE VERTICALLY FOR ADDED
WALL STABILIZATION.
F. UNLESS NOTED OTHERWISE, ALL DOOR JAMBS TO BE SET 200mm
FROM ADJACENT MASONRY WALLS.
G. UNLESS NOTED OTHERWISE, ALL WALLS ARE 200mm IN WIDTH.
H. SEE STANDARD SET DRAWINGS D-A-511, D-A-512, AND D-A-513
FOR TYPICAL LATRINE STANDARDS.
AutoCAD SHX Text
AutoCAD SHX Text 1:50
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
D-A-512
P2
P1
P1
P1
650 325
WATER BUCKET, NIC
CONCRETE BENCH
D-A-511
TYP
P2
P1
P2
P1
D-A-512
VENT PIPE
900350150
TYPICAL DIMENSIONS
GRAB BAR
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
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S I Z
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S U
E
D
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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
H
THIS PROJECT, MALAWI SECONDARY EDUCATION EXPANSION FOR
DEVELOPMENT (SEED) PROJECT, WAS MADE POSSIBLE BY THE
SUPPORT OF THE AMERICAN PEOPLE THROUGH THE UNITED
STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND
THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).
S E
A C
I L I T
Y
P
A C
K A
G E
M
H
A R
D E
R
S
O
B
R I E
N
D
H
E L
I O
T I S
S T
L A
L
A R
G
O
A
N S
D
W G
L-A-103
S T
U D
E N
T
L
A T
R I N
E
E N
L A
R G
O
A
N S
BARSCALE
SCALE =
MALE ADA & TYPICAL TOILET STALL ENLARGED FLOOR PLAN
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.
G. UNLESS NOTED OTHERWISE, ALL WALLS ARE 200mm IN WIDTH.
H. SEE STANDARD SET DRAWINGS D-A-511, D-A-512, AND D-A-513
FOR TYPICAL LATRINE STANDARDS.
AutoCAD SHX Text 1:10
AutoCAD SHX Text 0.5
AutoCAD SHX Text
AutoCAD SHX Text 1m
0.25
P2
P1
P1
P1
CEMENTITIOUS
PARGE
DRAIN
R
NOTE: SEE SCHEDULE FOR DOOR FRAMES,
DRAWINGS PROVIDE GRAPHIC
REPRESENTATION ONLY
FEMALE WASHING
TROUGH
900 900 150
D-A-513
D-A-513
BENCH
D-A-512
O
P E
CONCRETE
CURB
300 50
D-A-512
P1
650 325
WATER BUCKET, NIC
CONCRETE BENCH
D-A-511
TYP
P1
D-A-512
VENT PIPE
P2
P1
P1
P2
P1
P2
900350150
TYPICAL DIMENSIONS
150 200 900 1200
GRAB BAR
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
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D
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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
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
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I O
T I S
S T
L A
L
A R
G
O
A
N S
D
W G
L-A-104
S T
U D
E N
T
L
A T
R I N
E
E N
L A
R G
O
A
N S
BARSCALE
SCALE =
BATHING STALL ENLARGED FLOOR PLAN
1:10
SCALE =
FEMALE ADA & TYPICAL TOILET STALL ENLARGED FLOOR PLAN
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.
G. UNLESS NOTED OTHERWISE, ALL WALLS ARE 200mm IN WIDTH.
H. SEE STANDARD SET DRAWINGS D-A-511, D-A-512, AND D-A-513
FOR TYPICAL LATRINE STANDARDS.
AutoCAD SHX Text 1:10
AutoCAD SHX Text 0.5
AutoCAD SHX Text
AutoCAD SHX Text 1m
1 2
METAL
GUARDRAIL
FINISHED FLOOR
0 mm
TOP OF CONC. COPING
2200 mm
TOP OF SHED ROOF
3150 mm
GRADE
-300 mm
A B C D E F G
TOP OF BOND BEAM
4 6
L-A-502
D-A-511
TYP
18 18
ABCDEFG
FINISHED FLOOR
0 mm
GRADE
-300 mm
TYP
TOP OF CONC. COPING
2200 mm
TOP OF SHED ROOF
3150 mm
TOP OF BOND BEAM
2400 mm
16TYP
SEE D-A-512
200x400mm WALL DRAIN, TYP
TYP
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10 11
D E
S I G
N E
D
B
Y
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
S U
B M
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
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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
M
H
A R
D E
R
S
O
B
R I E
N
D
H
E L
I O
T I S
S T
L A
E
L E
V A
T I O
N S
D
W G
L-A-201
S T
U D
E N
T
L
A T
R I N
E
E X
T E
R I O
R
E
L E
V A
T I O
N S
BARSCALE
SCALE =
MALE FRONT ELEVATION
1:50
KEY PLAN
SCALE =
MALE REAR ELEVATION
1:50
GENERAL NOTES
A. DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONS.
B. REFER INCONSISTENCIES TO USAID COR PRIOR TO
COMMENCING THE WORK IN AFFECTED AREA.
C. ITEMS ARE SHOWN DIAGRAMMATICALLY ON DRAWINGS. VERIFY
SPACE REQUIREMENTS AND DIMENSIONS IN FIELD TO FIT THE
WORK PROPERLY.
D. NOTES SHOWN ON ONE DRAWING APPLY TO ALL SIMILIAR
DRAWINGS.
E. GROUT FILL EVERY FIFTH CMU CORE VERTICALLY FOR ADDED
WALL STABILIZATION.
F. UNLESS NOTED OTHERWISE, ALL DOOR JAMBS TO BE SET 200mm
FROM ADJACENT MASONRY WALLS.
KEYED NOTES
CORRUGATED ROOF PANELS
CMU EXTERIOR WALL
CEMENT SCREED FINISH
STRUCTURAL RAFTER
SECURITY DOOR
CONC BOND BEAM
MASONRY VENT SCREEN
PIT HATCH
200 X 200 CONC BEAM
WATER RESERVOIR
CAST CONCRETE COPING
ACCESSIBLE RAMP
SLAB ON GRADE
CMU FOUNDATION WALL, SEE STRUCTURAL
PIT VENT EXTENDED 600mm ABOVE ROOF
CAST CONCRETE FOOTING
GRADE BEAM, SEE STRUCTURAL
EXTERIOR BUILDING SIGNAGE
AutoCAD SHX Text
AutoCAD SHX Text 1:50
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
METAL
GUARDRAIL
FINISHED FLOOR
0 mm
GRADE
-300 mm
TOP OF CONC. COPING
2200 mm
TOP OF SHED ROOF
3150 mm
TOP OF BOND BEAM
FINISHED FLOOR
0 mm
GRADE
-300 mm
2 3
TOP OF CONC. COPING
2200 mm
TOP OF SHED ROOF
3150 mm
TOP OF BOND BEAM
2400 mm
D-A-512
TYP
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10 11
D E
S I G
N E
D
B
Y
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
S U
B M
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
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D E
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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
M
H
A R
D E
R
S
O
B
R I E
N
D
H
E L
I O
T I S
S T
L A
E
L E
V A
T I O
N S
D
W G
L-A-202
S T
U D
E N
T
L
A T
R I N
E
E X
T E
R I O
R
E
L E
V A
T I O
N S
BARSCALE
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
CEMENT SCREED FINISH
STRUCTURAL RAFTER
SECURITY DOOR
CONC BOND BEAM
MASONRY VENT SCREEN
PIT HATCH
200 X 200 CONC BEAM
WATER RESERVOIR
CAST CONCRETE COPING
ACCESSIBLE RAMP
SLAB ON GRADE
CMU FOUNDATION WALL, SEE STRUCTURAL
PIT VENT EXTENDED 600mm ABOVE ROOF
CAST CONCRETE FOOTING
GRADE BEAM, SEE STRUCTURAL
EXTERIOR BUILDING SIGNAGE
SCALE =
MALE SIDE ELEVATION
1:50
SCALE =
MALE SIDE ELEVATION
1:50
AutoCAD SHX Text
AutoCAD SHX Text 1:50
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 5m
AutoCAD SHX Text
AutoCAD SHX Text 1:20
AutoCAD SHX Text
AutoCAD SHX Text 2m
0.5
FINISHED FLOOR
0 mm
GRADE
-300 mm
TOP OF CONC. COPING
2200 mm
TOP OF SHED ROOF
3150 mm
TOP OF BOND BEAM
2400 mm
200x400mm WALL DRAIN, TYP
D-A-511
TYP
1000 550 1550 550 850 550 850 550 1000 550
FINISHED FLOOR
0 mm
GRADE
-300 mm
7 11
TYP
METAL
GUARDRAIL
TOP OF CONC. COPING
2200 mm
TOP OF SHED ROOF
3150 mm
TOP OF BOND BEAM
2400 mm
16TYP
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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 =
FEMALE FRONT ELEVATION
1:50
KEY PLAN
SCALE =
FEMALE REAR ELEVATION
1:50
GENERAL NOTES
A. DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONS.
B. REFER INCONSISTENCIES TO USAID COR PRIOR TO
COMMENCING THE WORK IN AFFECTED AREA.
C. ITEMS ARE SHOWN DIAGRAMMATICALLY ON DRAWINGS. VERIFY
SPACE REQUIREMENTS AND DIMENSIONS IN FIELD TO FIT THE
WORK PROPERLY.
D. NOTES SHOWN ON ONE DRAWING APPLY TO ALL SIMILIAR
DRAWINGS.
E. GROUT FILL EVERY FIFTH CMU CORE VERTICALLY FOR ADDED
WALL STABILIZATION.
F. UNLESS NOTED OTHERWISE, ALL DOOR JAMBS TO BE SET 200mm
FROM ADJACENT MASONRY WALLS.
KEYED NOTES
CORRUGATED ROOF PANELS
CMU EXTERIOR WALL
CEMENT SCREED FINISH
STRUCTURAL RAFTER
SECURITY DOOR
CONC BOND BEAM
MASONRY VENT SCREEN
PIT HATCH
200 X 200 CONC BEAM
WATER RESERVOIR
CAST CONCRETE COPING
ACCESSIBLE RAMP
SLAB ON GRADE
CMU FOUNDATION WALL, SEE STRUCTURAL
PIT VENT EXTENDED 600mm ABOVE ROOF
CAST CONCRETE FOOTING
GRADE BEAM, SEE STRUCTURAL
EXTERIOR BUILDING SIGNAGE
AutoCAD SHX Text
AutoCAD SHX Text 1:50
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
GRADE
-300 mm
TOP OF CONC. COPING
TOP OF SHED ROOF
3150 mm
TOP OF BOND BEAM
2400 mm
2200 mm
L-A-502
FINISHED FLOOR
0 mm
GRADE
-300 mm
TOP OF CONC. COPING
2200 mm
TOP OF SHED ROOF
3150 mm
TOP OF BOND BEAM
2400 mm
D-A-512
TYP
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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).
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BARSCALE
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
CEMENT SCREED FINISH
STRUCTURAL RAFTER
SECURITY DOOR
CONC BOND BEAM
MASONRY VENT SCREEN
PIT HATCH
200 X 200 CONC BEAM
WATER RESERVOIR
CAST CONCRETE COPING
ACCESSIBLE RAMP
SLAB ON GRADE
CMU FOUNDATION WALL, SEE STRUCTURAL
PIT VENT EXTENDED 600mm ABOVE ROOF
CAST CONCRETE FOOTING
GRADE BEAM, SEE STRUCTURAL
EXTERIOR BUILDING SIGNAGE
SCALE =
FEMALE SIDE ELEVATION
1:50
SCALE =
FEMALE SIDE ELEVATION
1:50
AutoCAD SHX Text
AutoCAD SHX Text 1:50
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
BOTTOM OF PIT
-3300 MM
FINISHED FLOOR
0 mm
GRADE
-300 mm
TOP OF CONC. COPING
2200 mm
TOP OF SHED ROOF
3225 mm
TOP OF BOND BEAM
2400 mm
METAL
HANDRAIL
TYP
TYP
TYP
PURLIN,
SEE STRU
2% SLOPE
GRADE
GULLY BOX
URNINAL & SINK
DRAIN TO GULLY
BOX
URINAL
CEMENTITIOUS
SCREEN UP TO 1500mm
A
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UNLESS NOTED OTHERWISE
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DEVELOPMENT (SEED) PROJECT, WAS MADE POSSIBLE BY THE
SUPPORT OF THE AMERICAN PEOPLE THROUGH THE UNITED
STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND
THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).
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BARSCALE
SCALE =
MALE LATRINE SECTION
1:50
KEYED NOTES
CORRUGATED ROOF PANELS
CMU EXTERIOR WALL
CEMENT SCREED FINISH
STRUCTURAL RAFTER
SECURITY DOOR
CONC BOND BEAM
MASONRY VENT SCREEN
PIT HATCH
200 X 200 CONC BEAM
WATER RESERVOIR
CAST CONCRETE COPING
ACCESSIBLE RAMP
SLAB ON GRADE
CMU FOUNDATION WALL, SEE STRUCTURAL
PIT VENT EXTENDED 600mm ABOVE ROOF
CAST CONCRETE FOOTING
GRADE BEAM, SEE STRUCTURAL
EXTERIOR BUILDING SIGNAGE
SCALE =
MALE URINAL DRAIN SECTION
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.
G. UNLESS NOTED OTHERWISE, ALL WALLS ARE 200mm IN WIDTH.
H. SEE STANDARD SET DRAWINGS D-A-511, D-A-512, AND D-A-513
FOR TYPICAL LATRINE STANDARDS.
AutoCAD SHX Text
AutoCAD SHX Text 1:50
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 5m
AutoCAD SHX Text
AutoCAD SHX Text 1:20
AutoCAD SHX Text
AutoCAD SHX Text 2m
BOTTOM OF PIT
-3300 MM
1 2 4 57
FINISHED FLOOR
0 mm
GRADE
-300 mm
A B C D E F G
TOP OF CONC. COPING
2200 mm
TOP OF BOND BEAM
2400 mm
TYP
TYP
TYP
9TYP
TYP
TYP
FINISHED FLOOR
0 mm
GRADE
-300 mm
TOP OF CONC. COPING
2200 mm
TOP OF BOND BEAM
2400 mm
A B C D E F G
7 TYP
TYP
6 TYP
METAL DOOR, TYP
D-A-511
26509005009005009005001200
850 550 847 550 850 550 1200
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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
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BARSCALE
SCALE =
MALE LATRINE SECTION
1:50
KEYED NOTES
CORRUGATED ROOF PANELS
CMU EXTERIOR WALL
CEMENT SCREED FINISH
STRUCTURAL RAFTER
SECURITY DOOR
CONC BOND BEAM
MASONRY VENT SCREEN
PIT HATCH
200 X 200 CONC BEAM
WATER RESERVOIR
CAST CONCRETE COPING
ACCESSIBLE RAMP
SLAB ON GRADE
CMU FOUNDATION WALL, SEE STRUCTURAL
PIT VENT EXTENDED 600mm ABOVE ROOF
CAST CONCRETE FOOTING
GRADE BEAM, SEE STRUCTURAL
EXTERIOR BUILDING SIGNAGE
SCALE =
MALE LATRINE SECTION
1:50
GENERAL NOTES
A. DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONS.
B. REFER INCONSISTENCIES TO USAID COR PRIOR TO
COMMENCING THE WORK IN AFFECTED AREA.
C. ITEMS ARE SHOWN DIAGRAMMATICALLY ON DRAWINGS. VERIFY
SPACE REQUIREMENTS AND DIMENSIONS IN FIELD TO FIT THE
WORK PROPERLY.
D. NOTES SHOWN ON ONE DRAWING APPLY TO ALL SIMILIAR
DRAWINGS.
E. GROUT FILL EVERY FIFTH CMU CORE VERTICALLY FOR ADDED
WALL STABILIZATION.
F. UNLESS NOTED OTHERWISE, ALL DOOR JAMBS TO BE SET 200mm
FROM ADJACENT MASONRY WALLS.
G. UNLESS NOTED OTHERWISE, ALL WALLS ARE 200mm IN WIDTH.
H. SEE STANDARD SET DRAWINGS D-A-511, D-A-512, AND D-A-513
FOR TYPICAL LATRINE STANDARDS.
AutoCAD SHX Text
AutoCAD SHX Text 1:50
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
GRADE
-300 mm
TOP OF CONC. COPING
2200 mm
TOP OF SHED ROOF
3150 mm
TOP OF BOND BEAM
2400 mm
URINAL SLOPED
TO EXT. WALL
TO DRAIN
PURLIN,
SEE STRU
FINISHED FLOOR
0 mm
GRADE
-300 mm
TOP OF CONC. COPING
2200 mm
TOP OF BOND BEAM
2400 mm
BOTTOM OF PIT
-3300 MM
7 TYP
TYP
TYP
9TYP
TYP
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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
A
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THIS PROJECT, MALAWI SECONDARY EDUCATION EXPANSION FOR
DEVELOPMENT (SEED) PROJECT, WAS MADE POSSIBLE BY THE
SUPPORT OF THE AMERICAN PEOPLE THROUGH THE UNITED
STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND
THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).
S E
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N S
O
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BARSCALE
SCALE =
FEMALE LATRINE SECTION
1:50
SCALE =
FEMALE LATRINE SECTION
1:50
KEYED NOTES
CORRUGATED ROOF PANELS
CMU EXTERIOR WALL
CEMENT SCREED FINISH
STRUCTURAL RAFTER
SECURITY DOOR
CONC BOND BEAM
MASONRY VENT SCREEN
PIT HATCH
200 X 200 CONC BEAM
WATER RESERVOIR
CAST CONCRETE COPING
ACCESSIBLE RAMP
SLAB ON GRADE
CMU FOUNDATION WALL, SEE STRUCTURAL
PIT VENT EXTENDED 600mm ABOVE ROOF
CAST CONCRETE FOOTING
GRADE BEAM, SEE STRUCTURAL
EXTERIOR BUILDING SIGNAGE
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.
G. UNLESS NOTED OTHERWISE, ALL WALLS ARE 200mm IN WIDTH.
H. SEE STANDARD SET DRAWINGS D-A-511, D-A-512, AND D-A-513
FOR TYPICAL LATRINE STANDARDS.
AutoCAD SHX Text
AutoCAD SHX Text 1:50
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
INTERIOR FACE
PLASTER PAINTED,
BS
200 X 400 CMU, TYP
INT
EXT
EXT
EXTERIOR FACE
CONCRETE
SEALER, TYP
MORTAR JOINT,
TYP
MORTAR JOINT,
TYP
EXT
EXTERIOR FACE
CONCRETE
SEALER
INTERIOR FACE
PLASTER PAINTED
CMU WALL, SEE FLOOR
PLANS FOR DIMS
INT
INT
200 X 400 CMU, TYP
EXTERIOR FACE
CONCRETE
SEALER, TYP
MORTAR JOINT,
TYP
INTERIOR FACE
CONCRETE
SEALER, TYP
200x400 mm CMU
MORTAR JOINT, TYP
MORTAR JOINT
INTERLOCK EVERY OTHER COURSE
W/ PERPENDICULAR WALL
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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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1:102 SCALE =
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SCALE =
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AutoCAD SHX Text 1:10
AutoCAD SHX Text 0.5
AutoCAD SHX Text
AutoCAD SHX Text 1m
TYP
1 2 3 4 5 6
EXTERIOR WALL
WATER RESEVOIR
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WATER RESEVOIR
L-A-502
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WATER
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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
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P
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K A
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SCALE =
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SCALE =
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1:20
SCALE =
GUARDRAIL DETAIL
1:10
SCALE =
STAIR PLAN
1:20
SCALE =
SLEEVE POST DETAIL
1:5
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.
G. UNLESS NOTED OTHERWISE, ALL WALLS ARE 200mm IN WIDTH.
H. SEE STANDARD SET DRAWINGS D-A-511, D-A-512, AND D-A-513
FOR TYPICAL LATRINE STANDARDS.
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
AutoCAD SHX Text 0.1
AutoCAD SHX Text
AutoCAD SHX Text 1:20
AutoCAD SHX Text
AutoCAD SHX Text 2m
ALUMINUM
EXTERIOR SIGN
EQ EQ
TO
GATE
OR
WALL
GRADEFINISHED FLOOR
STALL DOOR EXTERIOR WALL
A1: LATRINE ID SIGNAGE
FEMALE STUDENT
ATSIKANA
FEMALE STUDENT
ANYAMATA
19mm CENTURY GOTHIC
RAISED LETTERING
100mm RAISED SYMBOLS
ACRYLIC SIGN PAINTED
METALLIC BRONZE
A2:LATRINE ID SIGNAGE
ACCESSIBLE
CHIMBUDZI
CHAALUMANI
19mm CENTURY GOTHIC
RAISED LETTERING
100mm RAISED SYMBOLS
ACRYLIC SIGN PAINTED
METALLIC BRONZE
A3: STALL ID SIGNAGE A4: STALL ID SIGNAGE
CHANGING ROOM
CHIPINDA
CHOVALIRA
19mm CENTURY GOTHIC
RAISED LETTERING
100mm RAISED SYMBOLS
ACRYLIC SIGN PAINTED
METALLIC BRONZE
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10 11
D E
S I G
N E
D
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D R
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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
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K A
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S K
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L-A-901
S T
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S I G
N A
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BARSCALEKEY 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.
SCALE =
EXTERIOR SIGNAGE MOUNTING
1:20
1. PROVIDE BLOCKING/BACKSTOP MATERIAL AS SPECIFIED.
SIGNAGE NOTES
2. ROOM NAMES SHOWN ON DRAWINGS ARE FOR CONSTRUCTION
PURPOSES ONLY. COORDINATE ALL ROOM NAMES, NUMBERS AND
OCCUPANTS WITH USAID COR AND MOE.
3. MOUNT EXTERIOR SIGNS PER DETAIL UNO
4. ALL SIGNS TO BE ALUMINUM PLACARD BASE WITH RAISED TEXT AND
GRAPHICS. BACKGROUND COLOR TO BE BRONZE WITH WHITE
LETTERS AND GRAPHICS.
SCALE =
BUILDING ID SIGNAGE
1:5
SCALE =
ROOM ID SIGNAGE
1:5
SCALE =
ROOM ID SIGNAGE
1:5
AutoCAD SHX Text
AutoCAD SHX Text 1:20
AutoCAD SHX Text
AutoCAD SHX Text 2m
AutoCAD SHX Text 0.5
AutoCAD SHX Text 0.25
AutoCAD SHX Text 1:5
AutoCAD SHX Text
AutoCAD SHX Text 0.5m
0.1
X
S
X
L S
Y
L S
Y
L S
A F G B C D
E
1400 1400 1400 2475 1750 1800
A F G B C D E
A B C D E F
A B C D E F
1975 1400 1400 1400 2475
300x200 RC BEAM 1
300x200 RC
BEAM 1
300x200 RC BEAM 1 x
R
C
B
E A
M
300x200 RC BEAM 3
300x200 RC BEAM 3
300x200 RC BEAM 3 x
B
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R
C
B
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R
C
B
E A x
R
C
B E x
B
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R
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B E x
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C
B E x
R
C
B E x
R
C
B E
1:12 SLOPE
RAMP
O
P E
R A
M P
URINAL 2% SLOPE
25mm
ISOLATION
JOINT
25mm ISOLATION
JOINT
25mm
ISOLATION
JOINT
25mm ISOLATION
JOINT
450x200mm GRADE BEAM
2% SLOPE
2% SLOPE2% SLOPE
D-S-503
D-S-503
NOTE: PROVIDE 200X100mm
DRAINAGE OPENING IN MASONRY
SCALE =
MALE STUDENT LATRINE FOUNDATION PLAN
1:50
SCALE =
FEMALE STUDENT LATRINE FOUNDATION PLAN
1:50
2% SLOPE
L-S-501
1 2 3 4 5 6
L-S-502
L-S-501
L S
L-S-501
G
G
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
B
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D R
A W
N
B
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C H
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B
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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
M B
S
M B
S
S E
E D
S
T L
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S
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L-S-101
S T
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A T
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F O
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D A
T I O
N
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L A
N S
BARSCALE
1:50
10000 2000 5000mm
SCALE =
FOUNDATION PLANS
1:50
A E
200x200 RC BEAM
INTERMEDIATE
BEAMS AT -1700mm
B F
200X200 RC BEAM
INTERMEDIATE
BEAMS AT -1700mm
BEAM SECTION
2T12
2T12
SCALE =
MALE STUDENT LATRINE PIT PLAN AT -1500
1:40
SCALE =
FEMALE STUDENT LATRINE PIT PLAN AT -1500
1:40
X
L S
X
L S
Y
L S
Y
L S
BEAM SECTION
2T12
2T12
SCALE:NTS
SCALE:NTS
HONEY COMBED SOLID
GROUTED WALL
IN THE MIDDLE OF THE PIT
HONEY COMBED SOLID
GROUTED WALL
IN THE MIDDLE OF THE PIT
R8-200 c/c
R8-200 c/c
2775 3900
2775 3900
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
B
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D R
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N
B
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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
G C
M B
S
M B
S
S E
E D
S
T L
S
R
P
T L
O
L-S-102
S T
U D
E N
T
L
A T
R I N
E
P L
P
I T
BARSCALE
1:40
8000 1600 4000mm
SCALE =
PLAN AT PIT
1:40
A F GB C D E
1400 1400 1400 2475 1750 1800
A F GB C D E
A B C D E F
A B C D E F
1975 1400 1400 1400 2475
GIRLS
+0000
+0000+0000
+0000
+0000
+0000
+0000
+0000
-0300
+0000
1:12 SLOPE
RAMP
-0300
S
L O
P E
R A
M P
+0000
+0000
+0000
+0000
+0000
+0000
SINK ABOVE
+0000
URINAL 2% SLOPE
38754775
2% SLOPE2% SLOPE
NOTE: PROVIDE 200X100mm
DRAINAGE OPENING IN MASONRY
D-S-503
L-S-502
D-S-503
2% SLOPE
2% SLOPE
SCALE =
MALE STUDENT LATRINE GROUND FLOOR SLAB LAYOUT
1:50
SCALE =
FEMALE STUDENT LATRINE GROUND FLOOR SLAB LAYOUT
1:50
1 2 3 4 5 6
GULLEY TRAP
(GULLEY BOX)
-0150
GULLEY TRAP
(GULLEY BOX)
-0300
-0150
-0300
L S
X
L S
X
L S
Y
L S
Y
L S
N
K
A
B O
V
+1900
WATER TANK
W
T
-0300
L-S-502
1400 100
G
G
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
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S U
B M
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S I Z
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I S
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T A
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C O
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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
M B
S
M B
S
S E
E D
S
T L
S
R
P
T L
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L-S-103
S T
U D
E N
T
L
A T
R I N
E
G R
O U
O
A
B
L
A Y
O U
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BARSCALE
1:50
10000 2000 5000mm
SCALE =
GROUND FLOOR
SLAB LAYOUT
A F GB C D E
1375 1400 1400 2475 1750 1800
A F GB C D E
A B C D E F
A B C D E F
1975 1400 1400 1400 2475
1:12 SLOPE
RAMP
S
L O
P E
R A
M P
URINAL 2 SLOPE
10200
T10-300B2
T10-300B1
T10-300T1
T10-300T2
T10-300B1
T10-300T1
T10-300T2
T10-300B2
T10-300B1
T10-300T1
T10-300T2
T10-300B2
2T10
2T10
2T10
2T10 ON
EACH
CORNER
2T10
2T10
2T10 ON
EACH
CORNER
1 2 3 4 5 6
UP
UP
X
L S
X
L S
Y
L S
Y
L S
TYPICAL SUSPENDED SLAB REINFORCING SECTION
SCALE: NTS
SCALE =
MALE STUDENT LATRINE SLAB REINFORCEMENT PLAN
1:50
SCALE =
FEMALE STUDENT LATRINE SLAB REINFORCEMENT PLAN
1:50
L-S-502
L S
R
E
I
N
F
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C
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S
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F
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2 3 4 5 6 7 8 9 10 11
D E
S I G
N E
D
B
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D R
A W
N
B
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C H
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K E
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B
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I S
S U
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T A
D
C O
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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
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
M B
S
M B
S
S E
E D
S
T L
S
S
C
B L
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L-S-104
S T
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T
L
A T
R I N
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S L
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F O
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P
L A
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BARSCALE
1:50
10000 2000 5000mm
SCALE =
SLAB REINFORCING PLAN
A F GB C D E
1400 1400 1400 1800
A B C D E F
1975 1400 1400 1400 2475
+2400 +2400+2400
+2400
+2400
+2400
+2400
+2400
+2400
+2400+2400 +2400
200X200mm
BOND BEAM ON TOP OF THE CMU WALL
2T12
2T12
200X200mm
BOND BEAM
ON TOP OF
THE CMU WALL
L-S-105
L-S-105
L-S-105
SCALE =
MALE STUDENT LATRINE BOND BEAM LAYOUT
1:40
SCALE =
FEMALE STUDENT LATRINE BOND BEAM LAYOUT
1:40
2475 1750
X
L S
X
L S
Y
L S
Y
L S
L-S-105
R8-200 c/c
SCALE =
BOND BEAM SECTION
NTS
SCALE =
BOND BEAM CORNER
DETAIL
NTS
G
2T12
2T12
2T12
CORNER BARS
2T12
CORNER BARS
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10 11
D E
S I G
N E
D
B
Y
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
I S
S U
E
D
A T
E
T A
D
C O
N T
R A
M A
R K
D E
S C
R I P
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N D
A T
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SHEET ID
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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
M B
S
M B
S
S E
E D
S
T L
S
R
P
T L
O
L-S-105
S T
U D
E N
T
L
A T
R I N
E
B O
A
M
L
A Y
O U
T
BARSCALE
1:40
8000 1600 4000mm
SCALE =
BOND BEAM LAYOUT
1 NO. 50x100 SW
RAFTER(R1)
TRUSS MEMBERS
PITCH
14 DEGREES
PURLINS
50x50 SW
PURLIN
PURLIN
1200 1200 1200 1200 1200 1200 1200
PURLIN
PURLIN
PURLIN
R
R
R
R
R
R
R
PURLIN
PURLIN
PURLIN
1080 1060 1060 1060 1060 1055
A F GB C D E
A B C D E F
1400 1400 1400 2475 1750 1800
1400 1400 1400 2475
SCALE =
MALE STUDENT LATRINE ROOF FRAMING PLAN
1:40
SCALE =
FEMALE STUDENT LATRINE ROOF FRAMING PLAN
1:40
PURLIN
ROOFLINE
ROOFLINE
R
R
R
R
R
R
R
R
X
L S
X
L S
Y
L S
Y
L S
G
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
C O
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R A
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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
M B
S
M B
S
S E
E D
S
T L
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R
P
T L
O
L-S-106
S T
U D
E N
T
L
A T
R I N
E
R O
A
M I N
G
P
L A
N
BARSCALE
1:40
8000 1600 4000mm
SCALE =
ROOF FRAMING PLAN
BOTTOM OF BOND BEAM LEVEL
+2.200m
GROUND FLOOR SLAB LEVEL
+0.000m
PIT BOTTOM LEVEL
-3.300m
1000 2100 1700
600X200mm RC
STRIP FOOTING
300X200mm RC
PERIMETER BEAM
BEYOND
L-S-104
300X200mm
INTERSECTING
RC BEAM
100mm THICK
RC SLAB
URINAL
L-S-301
CONCRETE
COPING
HONEYCOMBED BLOCK WALL
300X200mm
INTERMEDIATE
RC BEAM
200x200mm RC INTERMEDIATE
PERIMETER BEAM
150x100mm TALL
CURB IN FRONT OF
URINAL
L-S-501
SOLID GROUTED MASONRY WALL
REINFORCED WITH VERTICAL
R8@400mm EMBEDDED 200mm
INTO FOOTING AND 200mm INTO
INTERMEDIATE BEAM
300mm BACKFILL OF CLEAR GRAVEL
(2-30mm DIAMETER) BETWEEN PIT WALL
AND PIT EXCAVATION
300mm BACKFILL WITH APPROVED
SELECTED GRANULAR MATERIAL.
(SEE NOTE 4, UNDER GENERAL
EARTHWORKS NOTES FOR COMPACTION
AND REFER TO THE SPECIFICATION)
200x200mm RC INTERMEDIATE
PERIMETER BEAM
L-S-301
HONEY COMBED SOLID
GROUTED WALL
IN THE MIDDLE OF THE PIT
STEEL STRAP OR SOFT
3.5mm GALVANISED WIRE
LAPPED AROUND BOTTOM
LINK AND CAST INTO
CONCRETE
BOND BEAM
ROOFING SHEETS
BOND BEAM
ROOFING SHEETS
50mm X 50mm SW PURLIN
50mm X 50mm SW PURLIN
SCALE =
RAFTER TO BOND BEAM CONNECTION
NTS
SCALE =
RAFTER TO BOND BEAM CONNECTION
NTS
SOLID GROUTED WALL
ABOVE INTERMEDIATE
PERIMETER BEAM
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:
6/9/2022 9:09:05 PM
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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
M B
S
M B
S
S E
E D
S
T L
S
S
C
S T
N
L-S-301
S T
U D
E N
T
L
A T
R I N
E
M A
T
R I N
E
S
E C
T I O
N
X
X
BARSCALE
SCALE =
MALE LATRINE SECTION X-X
1:30
1:30
6000 1200 3000mm
+2.200m
GROUND FLOOR SLAB LEVEL
+0.000m
PIT BOTTOM LEVEL
-3.300m
1000 2100 1700
600X200mm MASS
CONCRETE STRIP FOOTING
300X200mm RC
PERIMETER BEAM
BEYOND
L-S-301
300X200mm
INTERSECTING
RC BEAM
100mm THICK
RC SLAB
L-S-301
CONCRETE
COPING
HONEYCOMBED BLOCK WALL
300X200mm
INTERMEDIATE
RC BEAM
300X200mm GRADE
BEAM
L-S-501
SOLID GROUTED MASONRY WALL
REINFORCED WITH VERTICAL
R8@400mm EMBEDDED 200mm INTO
FOOTING AND 200mm INTO
INTERMEDIATE BEAM
300mm BACKFILL OF CLEAR GRAVEL
(2-30mm DIAMETER) BETWEEN PIT WALL
AND PIT EXCAVATION
300mm BACKFILL WITH APPROVED
SELECTED GRANULAR MATERIAL.
(SEE NOTE 4, UNDER GENERAL
EARTHWORKS NOTES FOR
COMPACTION AND REFER TO THE
SPECIFICATION)
200x200mm RC INTERMEDIATE
PERIMETER BEAM
200x200mm RC INTERMEDIATE
PERIMETER BEAM
L-S-301
HONEY COMBED SOLID
GROUTED WALL
IN THE MIDDLE OF THE PIT
SOLID GROUTED WALL
ABOVE INTERMEDIATE
PERIMETER BEAM
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:
6/9/2022 9:05:26 PM
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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
M B
S
M B
S
S E
E D
S
T L
S
S
C
S T
N
L-S-302
S T
U D
E N
T
L
A T
R I N
E
F E
M A
T
R I N
E
S
E C
T I O
N
Y
Y
BARSCALE
SCALE =
FEMALE
LATRINE
SECTION Y-Y
1:30
R8-200 c/c
SECTION B1
2T12
2T12
B
300X200 RC BEAM 1
(3NO.THUS)
C E
B1
D
R8-200
A
C
300X200 RC BEAM 3
(3NO.THUS)
D F
B3
E
R8-200
B
300X200 RC BEAM 2
(5NO.THUS)
B2
R8-200
300X200 RC BEAM 4
(5NO.THUS)
B4
R8-200
R8-200 c/c
SECTION B2
2T12
2T12
R8-200 c/c
2T12
2T12
SECTION B3
R8-200 c/c
2T12
2T12
SECTION B4
24751400
2T12
2T12
2T12
2T12
T10-300
T10-300
T8-200B2
T8-200B1
N
FLOOR SLAB
GRADE
T12
T12
M
I N
R8-200 C/C
SCALE =
TYPICAL STRIP FOUNDATION
REINFORCING SECTION
NTS
SCALE =
BEAM TO SLAB CONNECTION
NTS
SCALE =
GRADE BEAM SECTION
NTS
SCALE =
BEAMS REINFORCEMENT
CORNER DETAIL
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 11:18:47 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
M B
S
M B
S
S E
E D
S
T L
S
D
T
T R
S
L-S-501
S T
U D
E N
T
L
A T
R I N
E S
M A
M
A L
E
S
T U
D E
T
R I
U N
D A
T I O
N
B
E A
M S
BARSCALE
1:30
6000 1200 3000mm
MALE & FEMALE STUDENT
LATRINE FOUNDATION BEAMS
REINFORCED CONCRETE
STRIP FOOTING
T10@200
T10@200
T10@200
150150
EXISTING SUBGRADE
FE
2050 1750
REINFORCED CONCRETE
STRIP FOOTING
T10@200
T10@200
T10@200
T10@200
1700500
T10@300
EACH WAY
25mm
ISOLATION
JOINT
BACKFILL WITH APPROVED
SELECTED GRANULAR MATERIAL.
(SEE NOTE 4, UNDER GENERAL
EARTHWORKS NOTES FOR
COMPACTION AND REFER TO THE
SPECIFICATION)
EXISTING SUBGRADE
T10@300
EACH WAY
25mm
ISOLATION
JOINT
SCALE =
SECTION Z-Z
1:20
SCALE =
SECTION W-W
1:20
BACKFILL WITH APPROVED
SELECTED GRANULAR MATERIAL.
(SEE NOTE 4, UNDER GENERAL
EARTHWORKS NOTES FOR
COMPACTION AND REFER TO THE
SPECIFICATION)
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 11:18:48 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
M B
S
M B
S
S E
E D
S
T L
S
D
T B
M S
L-S-502
S T
U D
E N
T
L
A T
R I N
E
W A
T E
R
T
A
I N
F O
R C
I N
G
D
E T
A I L
S
BARSCALE
1:20
4000 800 2000mm
WATER TANK REINFORCING
DETAILS
1:20
X
S
X
L S
Y
L S
Y
L S
A B C D
E
1400 1400 1400 2475 1750 1800
A F G B C D E
A
B C D E F
A B C D E F
1400 1400 1400 2475
300x200 RC BEAM 1
300x200 RC BEAM1
300x200 RC BEAM 1 x
A
M
300x200 RC BEAM 5
300x200 RC BEAM 5
300x200 RC BEAM 5 x
A x
A x
A x
A x
A x
A x
A x
A x
A
M
1:12 SLOPE
RAMP
S
L O
P E
R A
M P
URINAL 2% SLOPE
25mm
ISOLATION
JOINT
25mm ISOLATION
JOINT
25mm
ISOLATION
JOINT
25mm ISOLATION
JOINT
450x200mm GRADE BEAM
2% SLOPE
2% SLOPE2% SLOPE
D-S-503
D-S-503
NOTE: PROVIDE 200X100mm
DRAINAGE OPENING IN MASONRY
SCALE =
MALE STUDENT LATRINE FOUNDATION PLAN
1:50
SCALE =
FEMALE STUDENT LATRINE FOUNDATION PLAN
1:50
2% SLOPE
L-S-501
1 2 3 4 5 6
L-S-502
L-S-501
L S
L-S-501
A-1 x
R
C
B
E A
M
25mm
ISOLATION
JOINT
A-1
G x
A
M
F G
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 11:44:10 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
M B
S
M B
S
S E
E D
S
T L
S
S
C
B L
P
L-S-111
S T
U D
E N
T
S
H A
L L
T
R I N
E
D
E S
I G
N
F O
U N
D A
T I O
N
P
L A
N S
BARSCALE
1:50
10000 2000 5000mm
SCALE =
FOUNDATION PLANS
A-1
E
B G
BEAM SECTION
2T12
2T12
SCALE =
MALE STUDENT LATRINE PIT PLAN AT -1500
1:40
SCALE =
FEMALE STUDENT LATRINE PIT PLAN AT -1500
1:40
X
L S
X
L S
Y
L S
Y
L S
BEAM SECTION
2T12
2T12
SCALE:NTS
SCALE:NTS
HONEY COMBED SOLID
GROUTED WALL
IN THE MIDDLE OF THE PIT
HONEY COMBED SOLID
GROUTED WALL
IN THE MIDDLE OF THE PIT
R8-200 c/c
R8-200 c/c
4175 3900
4175 3900
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 11:44:11 PM
F
A
B
R U
A R
Y
A I D
O
A A
I
FOR PROCUREMENT
P L
T
E
F I L
E
N
A M
E
Z:\SHARED\PROJECTS\127-44525-19001\CAD\SHEETFILES\01_FACILITIES\+SRG 2 AMENDED FACILTY DRAWINGS\40_STL_STUDENT LATRINE\STRUCTURAL\ALTERNATE LATRINE\SEED_STL-S-101(ALT LATRINE).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
M B
S
M B
S
S E
E D
S
T L
S
R
P
T L
O
L-S-112
S T
U D
E N
T
S
H A
L L
T
R I N
E
D
E S
I G
N
P L
P
I T
BARSCALE
1:40
8000 1600 4000mm
SCALE =
PLAN AT PIT
A F GB C D E
1400 1400 1400 2475 1750 1800
A F G B C D E
A B C D
E F
A B C D E F
1975 1400 1400 1400 2475
GIRLS
+0000
+0000+0000
+0000
+0000
+0000
+0000
+0000
-0300
+0000
1:12 SLOPE
RAMP
-0300
S
L O
P E
R A
M P
+0000
+0000
+0000
+0000
+0000
+0000
SINK ABOVE
+0000
URINAL 2% SLOPE
38754775
2% SLOPE2% SLOPE
NOTE: PROVIDE 200X100mm
DRAINAGE OPENING IN MASONRY
D-S-503
L-S-502
D-S-503
2% SLOPE
2% SLOPE
SCALE =
MALE STUDENT LATRINE GROUND FLOOR SLAB LAYOUT
1:40
SCALE =
FEMALE STUDENT LATRINE GROUND FLOOR SLAB LAYOUT
1:40
1 2 3 4 5 6
GULLEY TRAP
(GULLEY BOX)
-0150
GULLEY TRAP
(GULLEY BOX)
-0300
-0150
-0300
L S
X
L S
X
L S
Y
L S
Y
L S
N
K
A
B O
V
+1900
WATER TANK
T
-0300
L-S-502
1400 100
A-1
G
A-1
G
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 11:44:13 PM
F
A
B
R U
A R
Y
A I D
O
A A
I
FOR PROCUREMENT
P L
T
E
F I L
E
N
A M
E
Z:\SHARED\PROJECTS\127-44525-19001\CAD\SHEETFILES\01_FACILITIES\+SRG 2 AMENDED FACILTY DRAWINGS\40_STL_STUDENT LATRINE\STRUCTURAL\ALTERNATE LATRINE\SEED_STL-S-101(ALT LATRINE).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
M B
S
M B
S
S E
E D
S
T L
S
R
P
T L
O
L-S-113
S T
U D
E N
T
S
H A
L L
T
R I N
E
D
E S
I G
N
G R
O U
O
A
B
L
A Y
O U
T
BARSCALE
1:50
10000 2000 5000mm
SCALE =
GROUND FLOOR
SLAB LAYOUT
A F G B C D
E
1400 1400
A F GB C D E
A B C D E F
A B C D E F
1975 1400 1400 1400 2475
1:12 SLOPE
RAMP
S
L O
P E
R A
M P
URINAL 2 SLOPE
T10-300B2
T10-300B1
T10-300T1
T10-300T2
T10-300B1
T10-300T1
T10-300B2
T10-300T2
T10-300T1
T10-300B1
T10-300B2
T10-300T2
2T10
2T10
2T10
2T10 ON
EACH
CORNER
2T10
2T10
2T10 ON
EACH
CORNER
1 2 3 4 5 6
UP
UP
X
L S
X
L S
Y
L S
Y
L S
TYPICAL SUSPENDED SLAB REINFORCING SECTION
SCALE: NTS
SCALE =
MALE STUDENT LATRINE SLAB REINFORCEMENT…
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