J2 Facility Drawings_TEACHER LATRINE.pdf

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R-A-301 R-A-301

R-A-201

R-A-202

R-A-202

R-A-201

PIT ACCESS

HATCH, TYP

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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

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C

SLOPE

250:1000

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1265 3665

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Z:\SHARED\PROJECTS\127-44525-19001\CAD\SHEETFILES\01_FACILITIES\50_TEL_TEACHER LATRINE\ARCHITECTURAL\TEL-A101 FLOOR PLAN.DWG

ALL DIMENSIONS SHOWN IN CALLOUTS

AND/OR NOTES ARE IN MILLIMETERS

UNLESS NOTED OTHERWISE

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THIS PROJECT, MALAWI SECONDARY EDUCATION EXPANSION FOR

DEVELOPMENT (SEED) PROJECT, WAS MADE POSSIBLE BY THE

SUPPORT OF THE AMERICAN PEOPLE THROUGH THE UNITED

STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND

THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).

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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

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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

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Z:\SHARED\PROJECTS\127-44525-19001\CAD\SHEETFILES\01_FACILITIES\50_TEL_TEACHER LATRINE\ARCHITECTURAL\TEL-A102 ENLARGED FLOOR PLAN.DWG

ALL DIMENSIONS SHOWN IN CALLOUTS

AND/OR NOTES ARE IN MILLIMETERS

UNLESS NOTED OTHERWISE

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THIS PROJECT, MALAWI SECONDARY EDUCATION EXPANSION FOR

DEVELOPMENT (SEED) PROJECT, WAS MADE POSSIBLE BY THE

SUPPORT OF THE AMERICAN PEOPLE THROUGH THE UNITED

STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND

THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).

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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

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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 =

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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Z:\SHARED\PROJECTS\127-44525-19001\CAD\SHEETFILES\01_FACILITIES\50_TEL_TEACHER LATRINE\ARCHITECTURAL\TEL-A201 ELEVATIONS.DWG

ALL DIMENSIONS SHOWN IN CALLOUTS

AND/OR NOTES ARE IN MILLIMETERS

UNLESS NOTED OTHERWISE

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THIS PROJECT, MALAWI SECONDARY EDUCATION EXPANSION FOR

DEVELOPMENT (SEED) PROJECT, WAS MADE POSSIBLE BY THE

SUPPORT OF THE AMERICAN PEOPLE THROUGH THE UNITED

STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND

THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).

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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

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Z:\SHARED\PROJECTS\127-44525-19001\CAD\SHEETFILES\01_FACILITIES\50_TEL_TEACHER LATRINE\ARCHITECTURAL\TEL-A201 ELEVATIONS.DWG

ALL DIMENSIONS SHOWN IN CALLOUTS

AND/OR NOTES ARE IN MILLIMETERS

UNLESS NOTED OTHERWISE

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THIS PROJECT, MALAWI SECONDARY EDUCATION EXPANSION FOR

DEVELOPMENT (SEED) PROJECT, WAS MADE POSSIBLE BY THE

SUPPORT OF THE AMERICAN PEOPLE THROUGH THE UNITED

STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND

THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).

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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

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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 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

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STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND

THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).

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WATER RESERVOIR

CAST CONCRETE COPING

ACCESSIBLE RAMP

SLAB ON GRADE

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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.

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POINTED FOR A

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APPEARANCE

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13mm PLASTER, BS

CMU, SEE FLOOR PLANS

FOR DIMS

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THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).

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STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND

THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).

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POST SLEEVE DETAIL

1:5

SCALE =

STAIR PLAN

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GENERAL NOTES

A. DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONS.

B. REFER INCONSISTENCIES TO USAID COR PRIOR TO

COMMENCING THE WORK IN AFFECTED AREA.

C. ITEMS ARE SHOWN DIAGRAMMATICALLY ON DRAWINGS. VERIFY

SPACE REQUIREMENTS AND DIMENSIONS IN FIELD TO FIT THE

WORK PROPERLY.

D. NOTES SHOWN ON ONE DRAWING APPLY TO ALL SIMILIAR

DRAWINGS.

E. GROUT FILL EVERY FIFTH CMU CORE VERTICALLY FOR ADDED

WALL STABILIZATION.

F. UNLESS NOTED OTHERWISE, ALL DOOR JAMBS TO BE SET 200mm

FROM ADJACENT MASONRY WALLS.

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

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SUPPORT OF THE AMERICAN PEOPLE THROUGH THE UNITED

STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND

THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).

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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

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AutoCAD SHX Text

AutoCAD SHX Text 2m

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THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).

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STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND

THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).

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TOP OF THE CMU WALL

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SUPPORT OF THE AMERICAN PEOPLE THROUGH THE UNITED

STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND

THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).

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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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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 WALL

REINFORCED WITH R8@200

CERTICAL REINFORCEMENT ALONG

THE WALL

GULLY BOX

L-S-301

300mm BACKFILL OF CLEAR GRAVEL

(12-30mm DIAMETER)BETWEEN PIT WALL

AND PIT EXCAVATION

L-S-301

300X200mm RC

PERIMETER BEAM

BEYOND

300mm BACKFILL WITH APPROVED

SELECTED GRANULAR MATERIAL.

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HONEY COMBED SOLID

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SUPPORT OF THE AMERICAN PEOPLE THROUGH THE UNITED

STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND

THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).

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(2NO.THUS)

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R8-200

2T12

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GRADE BEAM SECTION

2T12

2T12

SECTION B2

300X200 RC BEAM 2

(2NO.THUS)

B2

R8-200

2T12

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R8-200 c/c

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THIS PROJECT, MALAWI SECONDARY EDUCATION EXPANSION FOR

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SUPPORT OF THE AMERICAN PEOPLE THROUGH THE UNITED

STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND

THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).

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775 1650 800

A98 MESH

PRECAST SLAB

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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

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THIS PROJECT, MALAWI SECONDARY EDUCATION EXPANSION FOR

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SUPPORT OF THE AMERICAN PEOPLE THROUGH THE UNITED

STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND

THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).

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ISOLATION

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450X200mm GRADE BEAM

R-S-502

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1:12 SLOPE

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U P

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SUPPORT OF THE AMERICAN PEOPLE THROUGH THE UNITED

STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND

THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).

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SCALE =

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IN THE MIDDLE OF THE PIT

SCALE =

TEACHER LATRINE PLAN AT -1500

1:40

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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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0000+

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3800 1500

0000+0000+

SINK ABOVE

SINK ABOVE

SINK ABOVE

W A

T E

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A N

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1:12 SLOPE

RAMP

1:12 SLOPE

RAMP

GULLEY TRAP

(GULLEY BOX)

U P

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R-S-502

ALTERNATE RAMP ORIENTATION

ALTERNATE RAMP ORIENTATION

A

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THIS PROJECT, MALAWI SECONDARY EDUCATION EXPANSION FOR

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SUPPORT OF THE AMERICAN PEOPLE THROUGH THE UNITED

STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND

THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).

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SLAB LAYOUT

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R E

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T10-300T2

T10-300B2

T10-300B1

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2T10

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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

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NTS

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ALTERNATE RAMP ORIENTATION

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SUPPORT OF THE AMERICAN PEOPLE THROUGH THE UNITED

STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND

THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).

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200X200mm RING BEAM ON

TOP OF THE CMU WALL

R-S-104

R-S-105

R8-200 c/c

2T12

2T12

2T12

2T12

SCALE =

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THIS PROJECT, MALAWI SECONDARY EDUCATION EXPANSION FOR

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SUPPORT OF THE AMERICAN PEOPLE THROUGH THE UNITED

STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND

THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).

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RAFTERS(R1)

PURLINS

50x100 SW

RAFTER

TRUSS MEMBERS

PITCH

14 DEGREES

PURLINS

50x50 SW

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THIS PROJECT, MALAWI SECONDARY EDUCATION EXPANSION FOR

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SUPPORT OF THE AMERICAN PEOPLE THROUGH THE UNITED

STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND

THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).

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INTERSECTING

RC BEAM

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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 WALL

REINFORCED WITH R8@200

CERTICAL REINFORCEMENT ALONG

THE WALL

GULLY BOX

L-S-301

300mm BACKFILL OF CLEAR GRAVEL

(12-30mm 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

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THIS PROJECT, MALAWI SECONDARY EDUCATION EXPANSION FOR

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SUPPORT OF THE AMERICAN PEOPLE THROUGH THE UNITED

STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND

THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).

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SECTION B1

(3NO.THUS)

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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

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THIS PROJECT, MALAWI SECONDARY EDUCATION EXPANSION FOR

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SUPPORT OF THE AMERICAN PEOPLE THROUGH THE UNITED

STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND

THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).

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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

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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 =

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

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1800 1100 3600

GRAB BAR, TYP

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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 =

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-LS-101