J.2 _Facility Drawings_TEACHER LATRINE_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 (RFP) solicits construction services for community day secondary schools in Malawi. USAID seeks to award up to four firm fixed price contracts to build schools across 18 districts divided into four lots based on geography. Two large lots of 19-20 schools each are set aside for Malawian firms only. Two smaller lots of six schools each will be open to global competition but only Malawian firms are eligible. Offerors may bid on one or both group A lots and one or both group B lots. Proposals are due by the closing date specified in section L with awards expected to occur approximately four months later. The period of performance is twenty-five months comprising thirteen months of construction and a twelve-month warranty period.
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1 1
R-A-301 R-A-301
R-A-201
R-A-202
R-A-202
R-A-201
PIT ACCESS
HATCH, TYP
A
B
CONCRETE
RAMP & LANDING,
TYP
C D
R-A-301
R-A-301
P1
R-A-102
GULLY BOX
1800 2000 2500
550 1700 550 1700 550 1050
3800 1500
1800 1100 2210
10.0 m²
LATRINE
MEN
13.6 m²
LATRINE
WOMEN
ROOF EDGE ABOVE
R-A-103
PIT VENT, TYP
B
C
SLOPE
250:1000
A
B
C D
1265 3665
A
B
C
D
E
F
G
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ALL DIMENSIONS SHOWN IN CALLOUTS
AND/OR NOTES ARE IN MILLIMETERS
UNLESS NOTED OTHERWISE
B
F
P
O
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).
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N S
BARSCALE
SCALE =
FLOOR PLAN
1:50
KEY PLAN
SCALE =
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
R-A-501
D-A-512
D-A-511
DRAIN
GRAB BAR
WASH AREA
CEMENTITIOUS PARGE
UP TO1500 mm, 13mm
PLASTER ABOVE
CEMENTITIOUS
PARGE COPING
ON TOP AND
SIDE OF WALL
CEMENTITIOUS PARGE
UP TO 1500 mm, ALIGNED
TO MATCH AT VENT,
13mm PLASTER ABOVE
ALIGN
13 mm
PLASTER, BS
R
300 400
P1
P2
DRAIN
WATER RESEVOIR,
200mm CONCRETE, SEE STRU
GARMENT HOOKS
13mm PLASTER
FINISH
T-A-203
SINK DETAIL SEE
D-A-513
VENT PIPE
P2
P2
P1
GRAB BAR, TYP
1100900300200 900900
TYP
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C
D
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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
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R-A-102
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O
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N S
BARSCALE
SCALE =
TEACHER LATRINE ELARGED FLOOR PLAN
1:10
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.
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
D-A-512
GRAB BAR
R-A-501
850 600150
D-A-513
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ALL DIMENSIONS SHOWN IN CALLOUTS
AND/OR NOTES ARE IN MILLIMETERS
UNLESS NOTED OTHERWISE
F
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T R
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THIS PROJECT, MALAWI SECONDARY EDUCATION EXPANSION FOR
DEVELOPMENT (SEED) PROJECT, WAS MADE POSSIBLE BY THE
SUPPORT OF THE AMERICAN PEOPLE THROUGH THE UNITED
STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND
THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).
S E
A C
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Y
P
A C
K A
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H
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R-A-103
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L A
R G
O
A
N S
BARSCALE
SCALE =
TEACHER LATRINE ELARGED FLOOR PLAN
1:10
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.
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
FINISHED FLOOR
0 mm
GRADE
-300 mm
TOP OF BOND BEAM
2400 mm
STEEL DOOR
AND FRAME
TOP OF SHED ROOF
3670 mm
FINISHED FLOOR
0 mm
GRADE
-300 mm
TOP OF BOND BEAM
2400 mm
TYP
16 TYP
12 TYP
TOP OF SHED ROOF
3670 mm
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ALL DIMENSIONS SHOWN IN CALLOUTS
AND/OR NOTES ARE IN MILLIMETERS
UNLESS NOTED OTHERWISE
F
O
C U
R E
M E
N T
T E
T R
A
T
E C
H
THIS PROJECT, MALAWI SECONDARY EDUCATION EXPANSION FOR
DEVELOPMENT (SEED) PROJECT, WAS MADE POSSIBLE BY THE
SUPPORT OF THE AMERICAN PEOPLE THROUGH THE UNITED
STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND
THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).
S E
A C
I L I T
Y
P
A C
K A
G E
M
H
A R
D E
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S
O
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R I E
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BARSCALE
SCALE =
SIDE ELEVATION
1:50
SCALE =
SIDE ELEVATION
1:50
KEY PLAN
KEYED NOTES
CORRUGATED ROOF PANELS
CMU EXTERIOR WALL
CEMENT SCREED FINISH
STRUCTURAL RAFTER
SECURITY GATE
CONC BOND BEAM
MASONRY VENT SCREEN
PIT HATCH
200 X 200 CONC BEAM, SEE STRUCTURAL
WATER RESERVOIR
CAST CONCRETE COPING
ACCESSIBLE RAMP
SLAB ON GRADE
CMU FOUNDATION WALL, SEE STRUCTURAL
CAST CONCRETE FOOTING, SEE STRUCTURAL
PIT VENT EXTENDED 600mm ABOVE ROOF
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
FINISHED FLOOR
0 mm
GRADE
-300 mm
TOP OF BOND BEAM
2400 mm
R-A-502
STEEL DOOR AND
FRAME
TOP OF SHED ROOF
3670 mm
FINISHED FLOOR
0 mm
GRADE
-300 mm
TOP OF BOND BEAM
2400 mm
R-A-502
TYP
TOP OF SHED ROOF
3670 mm
550 3300 550
A
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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
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O
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R-A-202
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H E
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T E
R I O
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L E
V A
T I O
N S
BARSCALE
SCALE =
SIDE ELEVATION
1:50
SCALE =
FRONT ELEVATION
1:50
KEY PLAN
KEYED NOTES
CORRUGATED ROOF PANELS
CMU EXTERIOR WALL
CEMENT SCREED FINISH
STRUCTURAL RAFTER
SECURITY GATE
CONC BOND BEAM
MASONRY VENT SCREEN
PIT HATCH
200 X 200 CONC BEAM, SEE STRUCTURAL
WATER RESERVOIR
CAST CONCRETE COPING
ACCESSIBLE RAMP
SLAB ON GRADE
CMU FOUNDATION WALL, SEE STRUCTURAL
CAST CONCRETE FOOTING, SEE STRUCTURAL
PIT VENT EXTENDED 600mm ABOVE ROOF
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
BOTTOM OF
BOND BEAM
WATER SPIGOT
FLOOR
SINK DRAIN
BOTTOM OF
BOND BEAM
TOP OF CEMENTITIOUS
PARGE
GRAB BAR
WASH TROUGH
BOTTOM OF
BOND BEAM
ROBE HOOKS
BENCH
D-A-512
SIM
BOTTOM OF
BOND BEAM
TOP OF CEMENTITIOUS
PARGE
WASH TROUGH
BENCH
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ALL DIMENSIONS SHOWN IN CALLOUTS
AND/OR NOTES ARE IN MILLIMETERS
UNLESS NOTED OTHERWISE
F
O
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M E
N T
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T R
A
T
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THIS PROJECT, MALAWI SECONDARY EDUCATION EXPANSION FOR
DEVELOPMENT (SEED) PROJECT, WAS MADE POSSIBLE BY THE
SUPPORT OF THE AMERICAN PEOPLE THROUGH THE UNITED
STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND
THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).
S E
A C
I L I T
Y
P
A C
K A
G E
M
H
A R
D E
R
S
O
B
R I E
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R I O
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L E
V A
T I O
N S
BARSCALE
SCALE =
FEMALE WASH STALL ELEVATION
1:20
KEY PLAN
KEYED NOTES
CORRUGATED ROOF PANELS
CMU EXTERIOR WALL
CEMENT SCREED FINISH
STRUCTURAL RAFTER
SECURITY GATE
CONC BOND BEAM
MASONRY VENT SCREEN
PIT HATCH
200 X 200 CONC BEAM, SEE STRUCTURAL
WATER RESERVOIR
CAST CONCRETE COPING
ACCESSIBLE RAMP
SLAB ON GRADE
CMU FOUNDATION WALL, SEE STRUCTURAL
CAST CONCRETE FOOTING, SEE STRUCTURAL
PIT VENT EXTENDED 600mm ABOVE ROOF
GRADE BEAM, SEE STRUCTURAL
EXTERIOR BUILDING SIGNAGE
SCALE =
FEMALE WASH STALL ELEVATION
1:20
SCALE =
FEMALE WASH STALL ELEVATION
1:20
SCALE =
FEMALE WASH STALL ELEVATION
1:20
GENERAL NOTES
A. DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONS.
B. REFER INCONSISTENCIES TO USAID COR PRIOR TO
COMMENCING THE WORK IN AFFECTED AREA.
C. ITEMS ARE SHOWN DIAGRAMMATICALLY ON DRAWINGS. VERIFY
SPACE REQUIREMENTS AND DIMENSIONS IN FIELD TO FIT THE
WORK PROPERLY.
D. NOTES SHOWN ON ONE DRAWING APPLY TO ALL SIMILIAR
DRAWINGS.
E. GROUT FILL EVERY FIFTH CMU CORE VERTICALLY FOR ADDED
WALL STABILIZATION.
F. UNLESS NOTED OTHERWISE, ALL DOOR JAMBS TO BE SET 200mm
FROM ADJACENT MASONRY WALLS.
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 1:20
AutoCAD SHX Text
AutoCAD SHX Text 2m
0.5
D-A-512
BOTTOM OF PIT
-3300 mm
FINISHED FLOOR
0 mm
GRADE
-300 mm
TOP OF BOND BEAM
2400 mm
TYP
TYP
TYP
TYP
RC BEAM, SEE STRU
R-A-301
FINISHED FLOOR
0 mm
GRADE
-300 mm
TOP OF BOND BEAM
2400 mm
TOP OF SHED ROOF
3670 mm
SINK & WASH
TROUGH DRAIN
TO GULLY BOX
TYP
PURLIN,
SEE STRU
D-A-512
BOTTOM OF PIT
-3300 MM
GULLY BOX
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UNLESS NOTED OTHERWISE
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THIS PROJECT, MALAWI SECONDARY EDUCATION EXPANSION FOR
DEVELOPMENT (SEED) PROJECT, WAS MADE POSSIBLE BY THE
SUPPORT OF THE AMERICAN PEOPLE THROUGH THE UNITED
STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND
THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).
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SCALE =
SECTION
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SCALE =
SECTION
1:50
KEYED NOTES
CORRUGATED ROOF PANELS
CMU EXTERIOR WALL
CEMENT SCREED FINISH
STRUCTURAL RAFTER
SECURITY GATE
CONC BOND BEAM
MASONRY VENT SCREEN
PIT HATCH
200 X 200 CONC BEAM, SEE STRUCTURAL
WATER RESERVOIR
CAST CONCRETE COPING
ACCESSIBLE RAMP
SLAB ON GRADE
CMU FOUNDATION WALL, SEE STRUCTURAL
CAST CONCRETE FOOTING, SEE STRUCTURAL
PIT VENT EXTENDED 600mm ABOVE ROOF
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
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,
13mm PLASTER, BS
CMU, SEE FLOOR PLANS
FOR DIMS
INT
INT
200x400 mm CMU
MORTAR JOINT, TYP
MORTAR JOINT
INTERLOCK EVERY OTHER COURSE
W/ PERPENDICULAR WALL
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AND/OR NOTES ARE IN MILLIMETERS
UNLESS NOTED OTHERWISE
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THIS PROJECT, MALAWI SECONDARY EDUCATION EXPANSION FOR
DEVELOPMENT (SEED) PROJECT, WAS MADE POSSIBLE BY THE
SUPPORT OF THE AMERICAN PEOPLE THROUGH THE UNITED
STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND
THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).
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SCALE =
CMU CORNER DETAIL
1:101 SCALE =
CMU JOINT DETAIL
1:102 SCALE =
MASONRY WALL INTERLOCK DETAIL
1:103
AutoCAD SHX Text 1:10
AutoCAD SHX Text 0.5
AutoCAD SHX Text
AutoCAD SHX Text 1m
4 RISERS @ 150mm
R-A-502
WATER
RESEVOIR
GUARDRAIL
EXT. WALL OF
LATRINE
M
I N
C
L
50mm DIA. POST
BASEPLATE
POST SLEEVE
ISOLATION FILL
MATERIAL
GRADE
50mm NOMINAL DIA.
PIPE RAILING AND
POST
15mm STEEL ROD
@ 115mm O.C.
L
C
HANDRAIL
EXTENSION
TYP
EXTERIOR WALL
WATER RESEVOIR
UP
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UNLESS NOTED OTHERWISE
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THIS PROJECT, MALAWI SECONDARY EDUCATION EXPANSION FOR
DEVELOPMENT (SEED) PROJECT, WAS MADE POSSIBLE BY THE
SUPPORT OF THE AMERICAN PEOPLE THROUGH THE UNITED
STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND
THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).
S E
A C
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SCALE =
STAIR ELEVATION
1:20
SCALE =
STAIR ELEVATION
1:20
SCALE =
GUARDRAIL DETAIL
1:5
SCALE =
POST SLEEVE DETAIL
1:5
SCALE =
STAIR PLAN
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 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
0.5
ALUMINUM
EXTERIOR SIGN
EQ EQ
GRADEFINISHED FLOOR
STALL DOOR EXTERIOR WALL
A1: LATRINE ID SIGNAGE
STAFF FEMALE
AKAZI
STAFF MALE
AMUNA
19mm CENTURY GOTHIC
RAISED LETTERING
100mm RAISED SYMBOLS
ACRYLIC SIGN PAINTED
METALLIC BRONZE
A2:LATRINE ID SIGNAGE
ACCESSIBLE
XXXX
19mm CENTURY GOTHIC
RAISED LETTERING
100mm RAISED SYMBOLS
ACRYLIC SIGN PAINTED
METALLIC BRONZE
A3: STALL ID SIGNAGE A4: STALL ID SIGNAGE
CHANGING ROOM
XXXX
19mm CENTURY GOTHIC
RAISED LETTERING
100mm RAISED SYMBOLS
ACRYLIC SIGN PAINTED
METALLIC BRONZE
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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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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 REQUIRED.
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
A B C
X
R S
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R S
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1800 2000 2500
300X200 RC BEAM 1
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X
R
C
B
E A
X
R
C
B
E A
X
R
C
B
E A
X
B
E A
M
25mm
ISOLATION
JOINT
25mm
ISOLATION
JOINT
450X200mm GRADE BEAM
R-S-502
3800 1500
L-S-501
1:12 SLOPE
RAMP
D-S-503
1:12 SLOPE
RAMP
D-S-503
U P
ALTERNATE RAMP ORIENTATION
ALTERNATE RAMP ORIENTATION
A
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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
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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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1:40
8000 1600 4000mm
SCALE =
FOUNDATION PLAN
1:40
INTERMEDIATE BEAMS,
TOC=-1700mm
2T12
2T12
A
C
R8-200c/c
BEAM SECTION
SCALE:NTS
HONEY COMBED SOLID
GROUTED WALL
IN THE MIDDLE OF THE PIT
SCALE =
TEACHER LATRINE PLAN AT -1500
1:40
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AND/OR NOTES ARE IN MILLIMETERS
UNLESS NOTED OTHERWISE
F
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T R
A
T
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THIS PROJECT, MALAWI SECONDARY EDUCATION EXPANSION FOR
DEVELOPMENT (SEED) PROJECT, WAS MADE POSSIBLE BY THE
SUPPORT OF THE AMERICAN PEOPLE THROUGH THE UNITED
STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND
THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).
S E
A C
I L I T
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P
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K A
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8000 1600 4000mm
SCALE =
PIT PLAN
A B C
X
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1800 2000 2500
0000+
0000+
0000+
0000+
3800 1500
0000+0000+
SINK ABOVE
SINK ABOVE
SINK ABOVE
W A
T E
R
T
A N
K
1:12 SLOPE
RAMP
1:12 SLOPE
RAMP
GULLEY TRAP
(GULLEY BOX)
U P
R-S-502
R-S-502
ALTERNATE RAMP ORIENTATION
ALTERNATE RAMP ORIENTATION
A
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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
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
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M B
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8000 1600 4000mm
SCALE =
GROUND FLOOR
SLAB LAYOUT
A B C
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1800 2000 2500
R E
IN
F
O R
C E
D W
IT
H
A M
E S
H
T10-300T2
T10-300B2
T10-300B1
T10-300T1
2T10
2T10
2T10
2T10 ON
EACH
CORNER
3800 1500
T10-300B2
T10-300B1
T10-300T1
T10-300T2
2T12
2T12
T10-300
T10-300
1:12 SLOPE
RAMP
1:12 SLOPE
RAMP
U P
R-S-502
SCALE =
SLAB REINFORCING DETAILS
1:40
SCALE =
TYPICAL SLAB REINFORCING DETAILS
NTS
SCALE =
BEAM TO SLAB CONNECTION
NTS
ALTERNATE RAMP ORIENTATION
ALTERNATE RAMP ORIENTATION
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10 11
D E
S I G
N E
D
B
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N
B
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C H
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K E
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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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F O
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P
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BARSCALE
1:40
8000 1600 4000mm
SCALE =
SLAB REINFORCING
PLAN
A B C
X
R S
X
R S
D
1800 2000 2500
200X200mm
RING BEAM ON
TOP OF THE
CMU WALL
R-S-104
R-S-105
2T12
2T12
SCALE =
BOND BEAM LAYOUT
1:40
SCALE =
BOND BEAM SECTION
1:40
SCALE =
BOND BEAM CORNER DETAIL
NTS
2T12
2T12
2T12
CORNER BARS
2T12
CORNER BARS
R8-200
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10 11
D E
S I G
N E
D
B
Y
D R
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N
B
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C H
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K E
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B
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S U
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ALL DIMENSIONS SHOWN IN CALLOUTS
AND/OR NOTES ARE IN MILLIMETERS
UNLESS NOTED OTHERWISE
N
A
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N D
M E
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
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S
BARSCALE
1:40
8000 1600 4000mm
SCALE =
BOND BEAM
DETAILS
ROOF LINE
350 1200 1200 1200 1200 1200
X
R S
X
R S
A B C
D
1800 2000 2500
RAFTERS(R1)
PURLINS
50x100 SW
RAFTER
TRUSS MEMBERS
PITCH
14 DEGREES
PURLINS
50x50 SW
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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C H
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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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P
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P
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BARSCALE
1:40
8000 1600 4000mm
SCALE =
ROOF FRAMING PLAN
200x200mm INTERMIDIATE
PERIMETER BEAM
200x200mm RC BEAM
HONEYCOMBED BLOCK WALL
300X200mm
INTERSECTING
RC BEAM
300X200mm
INTERMEDIATE
RC BEAM
100mm
THICK
RC SLAB
R-S-104
BOTTOM OF BOND BEAM LEVEL
+2.200m
PIT BOTTOM LEVEL
-3.300m
GROUND FLOOR SLAB LEVEL
+0.000m
L-S-501
R-S-502
600X200mm RC
STRIP FOOTING
940940940940940
50X50mm PURLIN
100X50mm
SW RAFTER
1200 1325 775 1700 800
SOLID GROUTED MASONRY WALL
REINFORCED WITH VERTICAL R8@400mm
EMBEDDED 200mm INTO FOOTING AND
200mm INTO INTERMEDIATE BEAM
GULLY BOX
L-S-301
300mm BACKFILL OF CLEAR GRAVEL
(2-30mm DIAMETER)BETWEEN PIT WALL
AND PIT EXCAVATION
L-S-301
300X200mm RC
PERIMETER BEAM
BEYOND
300mm BACKFILL WITH APPROVED
SELECTED GRANULAR MATERIAL.
(SEE SPECIFICATION)
HONEY COMBED SOLID
GROUTED WALL
IN THE MIDDLE OF THE PIT
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10 11
D E
S I G
N E
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ALL DIMENSIONS SHOWN IN CALLOUTS
AND/OR NOTES ARE IN MILLIMETERS
UNLESS NOTED OTHERWISE
N
A
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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
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M B
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R-S-301
T E
A C
H E
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L
A T
R I N
E
S E
C T
I O
N
X
BARSCALE
1:30
6000 1200 3000mm
SCALE =
SECTION X
1:30
SECTION B1
(3NO.THUS)
C
B1
D
B
A
R8-200
SECTION B3
300X200 RC BEAM 3
(2NO.THUS)
B3
R8-200
2T12
2T12
2T12
2T12
GRADE BEAM SECTION
2T12
2T12
SECTION B2
300X200 RC BEAM 2
(2NO.THUS)
B2
R8-200
2T12
2T12
R8-200 c/c
R8-200 c/c
R8-200 c/c
R8-200 c/c
2T12
2T12
T10-300
T10-300
SCALE =
BEAM TO SLAB CONNECTION
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
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C H
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K E
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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
A C
I L I T
Y
P
A C
K A
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G C
M B
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T E
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E A
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S
SCALE =
FOUNDATION BEAM DETAILS
NTS
SCALE =
SECTION Y-Y
1:30
T10@200
T10@200
T10@200
775 1650 800
A98 MESH
PRECAST SLAB
SCALE =
TANK LONGITUDINAL SECTION
REINFORCING DETAILS
1:30
T10@200
T10@200
T10@200
200mm WIDE
CMU WALL
25mm
ISOLATION
JOINT
BACKFILL WITH APPROVED
SELECTED GRANULAR MATERIAL.
(SEE SPECIFICATION)
A98 MESH
EXISTING SUBGRADE
REINFORCED CONCRETE
STRIP FOOTING
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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C H
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SHEET ID
PLOTTED:
2/22/2022 11:21:49 PM
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ALL DIMENSIONS SHOWN IN CALLOUTS
AND/OR NOTES ARE IN MILLIMETERS
UNLESS NOTED OTHERWISE
F
O
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N T
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T R
A
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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
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M B
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S E
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M S
R-S-502
T E
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H E
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W A
T E
R
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A
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F O
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G
D
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A I L
S
BARSCALE
1:30
6000 1200 3000mm
SCALE =
WATER TANK REINFORCING DETAILS
A B C
X
R S
X
R S
D
1800 2000 2500
300X200 RC BEAM 1
X
R
C
B
E A
X
R
C
B
E A
X
R
C
B
E A
X
R
C
B
E A
M
25mm
ISOLATION
JOINT
25mm
ISOLATION
JOINT
450X200mm GRADE BEAM
R-S-502
3800 1500
L-S-501
1:12 SLOPE
RAMP
D-S-503
1:12 SLOPE
RAMP
D-S-503
U P
ALTERNATE RAMP ORIENTATION
ALTERNATE RAMP ORIENTATION
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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C H
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SHEET ID
PLOTTED:
2/22/2022 11:53:59 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
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Y
P
A C
K A
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G C
M B
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M B
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B L
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R-S-111
T E
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H A
L L O
W
P
T R
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E
D
E S
I G
N
F O
U N
D A
T I O
N
P
L A
N
BARSCALE
1:40
8000 1600 4000mm
SCALE =
FOUNDATION PLAN
A
C
HONEY COMBED SOLID
GROUTED WALL
IN THE MIDDLE OF THE PIT
SCALE =
TEACHER LATRINE PLAN AT -1500
1:40
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
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C H
E C
K E
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2/22/2022 11:54:01 PM
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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
A C
I L
I T
Y
P
A C
K A
G E
G C
M B
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S E
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C
B L
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R-S-112
T E
A C
H E
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S
H A
L L O
W
P
T R
I N
E
D
E S
I G
N
P
A
N
BARSCALE
1:40
8000 1600 4000mm
SCALE =
PIT PLAN
A B C
X
R S
X
R S
D
1800 2000 2500
0000+
0000+
0000+
0000+
3800 1500
0000+0000+
SINK ABOVE
SINK ABOVE
SINK ABOVE
W A
T E
R
T
A N
K
1:12 SLOPE
RAMP
1:12 SLOPE
RAMP
GULLEY TRAP
(GULLEY BOX)
U P
R-S-502
R-S-502
ALTERNATE RAMP ORIENTATION
ALTERNATE RAMP ORIENTATION
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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I S
S U
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SHEET ID
PLOTTED:
2/22/2022 11:54:02 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
M B
S
M B
S
S E
E D
T
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C
B L
P
R-S-113
T E
A C
H E
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S
H A
L L O
W
P
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
1:40
8000 1600 4000mm
SCALE =
GROUND FLOOR
SLAB LAYOUT
A B C
X
R S
X
R S
D
1800 2000 2500
R E
IN
F
O R
C E
D W
IT
H
A M
E S
H
T10-300T2
T10-300B2
T10-300B1
T10-300T1
2T10
2T10
2T10
2T10 ON
EACH
CORNER
3800 1500
T10-300B2
T10-300B1
T10-300T1
T10-300T2
2T12
2T12
T10-300
T10-300
1:12 SLOPE
RAMP
1:12 SLOPE
RAMP
U P
R-S-502
SCALE =
SLAB REINFORCING DETAILS
1:40
SCALE =
TYPICAL SLAB REINFORCING DETAILS
NTS
SCALE =
BEAM TO SLAB CONNECTION
NTS
ALTERNATE RAMP ORIENTATION
ALTERNATE RAMP ORIENTATION
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
B
Y
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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
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M B
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N
S L A
B
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E I N
F O
R C
I N
G
P
L A
N
BARSCALE
1:40
8000 1600 4000mm
SCALE =
SLAB REINFORCING
PLAN
A B C
X
R S
X
R S
D
1800 2000 2500
200X200mm RING BEAM ON
TOP OF THE CMU WALL
R-S-104
R-S-105
R8-200 c/c
2T12
2T12
SCALE =
BOND BEAM LAYOUT
1:40
SCALE =
BOND BEAM SECTION
1:40
SCALE =
BOND BEAM CORNER DETAIL
1:40
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
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D R
A W
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B
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C H
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K E
D
B
Y
S U
B M
I T
T E
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B
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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
T
E L
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S
C
B L
P
R-S-115
T E
A C
H E
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S
H A
L L
W
T
R I N
E
D
E S
I G
N
B O
A
M
D
E T
A I L
S
BARSCALE
1:40
8000 1600 4000mm
SCALE =
BOND BEAM
DETAILS
ROOF LINE
350 1200 1200 1200 1200 1200
X
R S
X
R S
A B C
D
1800 2000 2500
RAFTERS(R1)
PURLINS
50x100 SW
RAFTER
TRUSS MEMBERS
PITCH
14 DEGREES
PURLINS
50x50 SW
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
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D E
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SHEET ID
PLOTTED:
2/22/2022 11:54:07 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
T
E L
S
R
P
T L
O
R-S-116
T E
A C
H E
R
S
H A
L L O
W
P
T R
I N
E
D
E S
I G
N
R O
A
M I N
G
P
L A
N
BARSCALE
1:40
8000 1600 4000mm
SCALE =
ROOF FRAMING PLAN
300X200mm
INTERSECTING
RC BEAM
300X200mm
INTERMEDIATE
RC BEAM
100mm
THICK
RC SLAB
R-S-104
BOTTOM OF BOND BEAM LEVEL
+2.200m
PIT BOTTOM LEVEL
-2.000m
GROUND FLOOR SLAB LEVEL
+0.000m
L-S-501
R-S-502
600X200mm RC
STRIP FOOTING
940940940940940
50X50mm PURLIN
100X50mm
SW RAFTER
1200 1325 775 1700 800
SOLID GROUTED MASONRY WALL
REINFORCED WITH VERTICAL
R8@400mm EMBEDDED 200mm
INTO FOOTING AND 200mm INTO
INTERMEDIATE BEAM
GULLY BOX
L-S-301
300mm BACKFILL OF CLEAR GRAVEL
(2-30mm DIAMETER)BETWEEN PIT WALL
AND PIT EXCAVATION
L-S-301
300X200mm RC
PERIMETER BEAM
BEYOND
300mm BACKFILL WITH APPROVED
SELECTED GRANULAR MATERIAL.
(SEE SPECIFICATION)
HONEY COMBED SOLID
GROUTED WALL6
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
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SHEET ID
PLOTTED:
6/9/2022 9:12:49 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
T
E L
S
S
C
S T
N
R-S-311
T E
A C
H E
R
S
H A
L L
W
T
R I N
E
D
E S
I G
N
S E
C T
I O
N
X
BARSCALE
1:30
6000 1200 3000mm
SCALE =
SECTION X
SECTION B1
(3NO.THUS)
C
B1
D
B
A
R8-200
SECTION B3
300X200 RC BEAM 3
(2NO.THUS)
B3
R8-200
2T12
2T12
2T12
2T12
GRADE BEAM SECTION
2T12
2T12
SECTION B2
300X200 RC BEAM 2
(2NO.THUS)
B2
R8-200
2T12
2T12
R8-200 c/c
R8-200 c/c
R8-200 c/c
R8-200 c/c
2T12
2T12
T10-300
T10-300
SCALE =
BEAM TO SLAB CONNECTION
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
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D
A T
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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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SHEET ID
PLOTTED:
2/22/2022 11:54:10 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
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S E
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T
E H
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D
T B
M S
R-S-511
T E
A C
H E
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H A
L L O
W
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E
D
E S
I
U
N D
A T
I O
N
B
E A
M
D
E T
A I L S
SCALE =
FOUNDATION BEAM DETAILS
NTS
SCALE =
SECTION Y-Y
1:30
T10@200
T10@200
T10@200
775 1650 800
A98 MESH
PRECAST SLAB
SCALE =
TANK LONGITUDINAL SECTION
REINFORCING DETAILS
1:30
T10@200
T10@200
T10@200
200mm WIDE
CMU WALL
25mm
ISOLATION
JOINT
BACKFILL WITH APPROVED
SELECTED GRANULAR MATERIAL.
(SEE SPECIFICATION)
A98 MESH
EXISTING SUBGRADE
REINFORCED CONCRETE
STRIP FOOTING
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10 11
D E
S I G
N E
D
B
Y
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
I S
S U
E
D
A T
E
T A
D
C O
N T
R A
M A
R K
D E
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R I P
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SHEET ID
PLOTTED:
2/22/2022 11:54:12 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
T
E H
S
D
T B
M S
R-S-512
T E
A C
H E
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S
H A
L L O
W
P
T R
I N
E
D
E S
I G
N
W A
T E
R
T
A
I N
F O
R C
I N
G
D
E T
A I L S
BARSCALE
1:30
6000 1200 3000mm
SCALE =
WATER TANK REINFORCING DETAILS
1 1
R-A-301 R-A-301
R-A-501
P1
P1
R-A-201
R-A-202
R-A-202
R-A-201
PIT ACCESS
HATCH
P1
A
B
CONCRETE
STOOP
CONCRETE
RAMP & LANDING,
TYP
C D
R-A-301
R-A-301
P1
P1
R-A-102
R-A-501
TYP
GULLY BOX
R-A-502
1800 2000 2500
550 1700 550 1700 550 1050
3800 1500
1800 1100 3600
GRAB BAR, 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
R K
D E
S C
R I P
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N D
A T
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SHEET ID
PLOTTED:
2/22/2022 11:34:28 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
S K
O
S K
O
D N
H
T E
L A
F
L O
A
N D
W G
R-LS-101
T E
A C
H E
R
L
A T
R I N
E
L I F
E
S
A F
E T
Y
P
L A
N
BARSCALE
SCALE =
FLOOR PLAN
1:50
KEY PLAN
GENERAL NOTES
A. DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONS.
B. REFER INCONSISTENCIES TO USAID COR PRIOR TO
COMMENCING THE WORK IN AFFECTED AREA.
C. ITEMS ARE SHOWN DIAGRAMMATICALLY ON DRAWINGS. VERIFY
SPACE REQUIREMENTS AND DIMENSIONS IN FIELD TO FIT THE
WORK PROPERLY.
D. NOTES SHOWN ON ONE DRAWING APPLY TO ALL SIMILIAR
DRAWINGS.
E. GROUT FILL EVERY FIFTH CMU CORE VERTICALLY FOR ADDED
WALL STABILIZATION.
F. UNLESS NOTED OTHERWISE, ALL DOOR JAMBS TO BE SET 200mm
FROM ADJACENT MASONRY WALLS.
AutoCAD SHX Text
AutoCAD SHX Text 1:50
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
| R-A-101 |
| R-A-102 |
| R-A-103 |
| R-A-201 |
| R-A-202 |
| R-A-203 |
| R-A-301 |
| R-A-501 |
| R-A-502 |
| R-A-901 |
| R-S-101 |
| R-S-102 |
| R-S-103 |
| R-S-104 |
| R-S-105 |
| R-S-106 |
| R-S-301 |
| R-S-501 |
| R-S-502 |
| R-S-111 |
| Sheets and Views |
| SEED_TEL-S-101(Alternate latrine)-R-S-111 |
| R-S-112 |
| Sheets and Views |
| SEED_TEL-S-101(Alternate latrine)-R-S-112 |
| R-S-113 |
| Sheets and Views |
| SEED_TEL-S-101(Alternate latrine)-R-S-113 |
| R-S-114 |
| Sheets and Views |
| SEED_TEL-S-101(Alternate latrine)-R-S-114 |
| R-S-115 |
| Sheets and Views |
| SEED_TEL-S-101(Alternate latrine)-R-S-115 |
| R-S-116 |
| Sheets and Views |
| SEED_TEL-S-101(Alternate latrine)-R-S-116 |
| R-S-311 |
| Sheets and Views |
| SEED_TEL-S-101(Alternate latrine)-R-S-311 |
| R-S-511 |
| Sheets and Views |
| SEED_TEL-S-101(Alternate latrine)-R-S-511 |
| R-S-512 |
| Sheets and Views |
| SEED_TEL-S-101(Alternate latrine)-R-S-512 |
R-LS-101
File details come from the government source that posted it. Updated .