J.2 _Facility Drawings_TEACHER HOUSING_Amendment 02.pdf

16 m²

16.8 m²

BEDROOM

10.2 m²

CORRIDOR

14.5 m²

5.6 m²

BATH

3.9 m²

STOR.

DINING

7.8 m²

KITCHEN

2.5 m²

LATRINE

24 m²

COMMON ROOM

TEH 106

11 m²

TEH 107

TEH 108

TEH 109

TEH 110

TEH 111

TEH 112

TEH 113

TEH 114

BEDROOM

BEDROOM

TEH 115

A C F G I J KHEDB

80012002300900

120080012002200120012001200

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T-A-301

2 2

T-A-301

T-A-301

T-A-401

T-A-402

T-A-402

T-A-401

T-A-201

T-A-201

T-A-202

T-A-202

OUTDOOR WASH

BASIN

P1.3

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P2.1

P2.1

P2.1

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ABOVE

ABOVE

W2

ABOVE

W2

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T-A-502

T-A-501

T-A-502

D-A-511

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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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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.

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PIT VENT

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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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5.6 m²

BATH

3.9 m²

STOR.

7.8 m²

KITCHEN

TEH 108

TEH 110

TEH 111

C F G IHED

T-A-204

T-A-205

T-A-206

1400 2800

P2.2

P2.1

P2.1

P2.1

SHELVING

BENCH

WASH BUCKET

GRAB BAR

SHELVING SHELVING ABOVE

COUNTERTOP

580 610

CHARCOAL

COOKTOP,

NIC

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NO COUNTERTOP,

SPACE FOR

REFRIGERATOR

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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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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.

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3010 mm

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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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1:50

KEY PLAN

GENERAL NOTES

A. DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONS.

B. REFER INCONSISTENCIES TO USAID COR PRIOR TO

COMMENCING THE WORK IN AFFECTED AREA.

C. ITEMS ARE SHOWN DIAGRAMMATICALLY ON DRAWINGS. VERIFY

SPACE REQUIREMENTS AND DIMENSIONS IN FIELD TO FIT THE

WORK PROPERLY.

D. NOTES SHOWN ON ONE DRAWING APPLY TO ALL SIMILIAR

DRAWINGS.

E. GROUT FILL EVERY FIFTH CMU CORE VERTICALLY FOR ADDED

WALL STABILIZATION.

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

FROM ADJACENT MASONRY WALLS.

KEYED NOTES

CORRUGATED ROOF PANELS

CMU EXTERIOR WALL

HOLLOW METAL DOOR WITH TRANSOM WINDOW

METAL FRAMED WINDOW

CONC BOND BEAM

MASONRY VENT SCREEN

CONCRETE APRON AND DRAIN

RHC RAFTERS

CEILING SYSTEM

CORRUGATED WALL PANEL

PRECAST CONC SILL

NOT USED

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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 =

SIDE ELEVATION B

1:502

KEY PLAN

GENERAL NOTES

A. DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONS.

B. REFER INCONSISTENCIES TO USAID COR PRIOR TO

COMMENCING THE WORK IN AFFECTED AREA.

C. ITEMS ARE SHOWN DIAGRAMMATICALLY ON DRAWINGS. VERIFY

SPACE REQUIREMENTS AND DIMENSIONS IN FIELD TO FIT THE

WORK PROPERLY.

D. NOTES SHOWN ON ONE DRAWING APPLY TO ALL SIMILIAR

DRAWINGS.

E. GROUT FILL EVERY FIFTH CMU CORE VERTICALLY FOR ADDED

WALL STABILIZATION.

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

FROM ADJACENT MASONRY WALLS.

KEYED NOTES

CORRUGATED ROOF PANELS

CMU EXTERIOR WALL

HOLLOW METAL DOOR WITH TRANSOM WINDOW

METAL FRAMED WINDOW

CONC BOND BEAM

MASONRY VENT SCREEN

CONCRETE APRON AND DRAIN

RHC RAFTERS

CEILING SYSTEM

CORRUGATED WALL PANEL

PRECAST CONC SILL

NOT USED

13 CONCRETE FOUNDATION BEAM

AutoCAD SHX Text

AutoCAD SHX Text 1:50

AutoCAD SHX Text

AutoCAD SHX Text

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TOP OF LATRINE ROOF

3010 mm

TOP OF RING BEAM

2400 mm

GRADE

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FINISHED FLOOR

0 mm

PIT VENT

PIPE

D-A-512

GRADE

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FINISHED FLOOR

0 mm

PIT VENT

PIPE

TOP OF LATRINE ROOF

3010 mm

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2400 mm

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THIS PROJECT, MALAWI SECONDARY EDUCATION EXPANSION FOR

DEVELOPMENT (SEED) PROJECT, WAS MADE POSSIBLE BY THE

SUPPORT OF THE AMERICAN PEOPLE THROUGH THE UNITED

STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND

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

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SCALE =

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1:50

SCALE =

LATRINE ELEVATION B

1:50

KEY PLAN

GENERAL NOTES

A. DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONS.

B. REFER INCONSISTENCIES TO USAID COR PRIOR TO

COMMENCING THE WORK IN AFFECTED AREA.

C. ITEMS ARE SHOWN DIAGRAMMATICALLY ON DRAWINGS. VERIFY

SPACE REQUIREMENTS AND DIMENSIONS IN FIELD TO FIT THE

WORK PROPERLY.

D. NOTES SHOWN ON ONE DRAWING APPLY TO ALL SIMILIAR

DRAWINGS.

E. GROUT FILL EVERY FIFTH CMU CORE VERTICALLY FOR ADDED

WALL STABILIZATION.

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

FROM ADJACENT MASONRY WALLS.

KEYED NOTES

CORRUGATED ROOF PANELS

CMU EXTERIOR WALL

HOLLOW METAL DOOR WITH TRANSOM WINDOW

METAL FRAMED WINDOW

CONC BOND BEAM

MASONRY VENT SCREEN

CONCRETE APRON AND DRAIN

RHC RAFTERS

CEILING SYSTEM

CORRUGATED WALL PANEL

PRECAST CONC SILL

NOT USED

CONCRETE FOUNDATION BEAM

AutoCAD SHX Text

AutoCAD SHX Text 1:50

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

ROBE HOOKS

FINISHED

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TOP OF CONC.

BOND BEAM

230 625

FINISHED

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TOP OF CONC.

BOND BEAM

OPEN METAL

SHELVING

ASSEMBLY,

NON-FIXED

GRAB BAR

BENCH

FINISHED

FLOOR

TOP OF CONC.

BOND BEAM

400864

WASH BUCKET

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FINISHED

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TOP OF CONC.

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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.

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

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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.

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FLOOR

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SEE STRU

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150x 400 mm MASONRY SUPPORTS, SEE STRU

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EXIT TO

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BY OTHERS

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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 =

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1 2 3 4 5 62404 3804 1394 3002 2398

T-A-401

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ROOF OPENING

TOP OF LATRINE RING

BEAM

2400 mm

TOP OF LATRINE ROOF

3010 mm

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-3300 mm

CLERESTORY

WINDOW

KITCHEN

COUNTER

GRADE

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4680 mm

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FINISHED FLOOR

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CLERESTORY WINDOW

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4680 mm

TOP OF FRONT ROOF

3990 mm

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FINISHED FLOOR

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CORRIDOR

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CONC BOND BEAM

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CONCRETE APRON AND DRAIN

RHC RAFTERS

CEILING SYSTEM

CORRUGATED WALL PANEL

PRECAST CONC SILL

NOT USED

13 CONCRETE FOUNDATION BEAM

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

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TOP OF RING BEAM

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TOP OF TALL ROOF

4680 mm

TOP OF SHORT ROOF

3990 mm

GRADE

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FINISHED FLOOR

0 mm

PORCH

-150 mm

2 1 6

EXPOSED RC BEAM,

SEE STRU

RC BEAM IN

WALL, SEE STRU

W2 W2 W2 W2

1575 600 1950 600 2290 600 2285 600

COMMON ROOM

TEH 106

CORRIDOR

TEH 109

BEDROOM

TEH 112

PLASTER, PAINT

EXPOSED BOTTOM

OF BEAM

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METAL FRAMED WINDOW

CONC BOND BEAM

MASONRY VENT SCREEN

CONCRETE APRON AND DRAIN

RHC RAFTERS

CEILING SYSTEM

CORRUGATED WALL PANEL

PRECAST CONC SILL

NOT USED

13 CONCRETE FOUNDATION BEAM

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

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CMU

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CONC. BOND BEAM

METAL STUD CEILING JOISTS

ATTACHED TO BOTTOM OF

RAFTER, 50mm RIGID INSUL., PVC CEILING PANEL

KITCHEN COUNTER TOPS

100mm CONCRETE

SLAB, SEE STRU

13mm INT. PLASTER, PAINTED

19mm 3 COAT STUCCO EXT., PAINTED

RS-2

BEAM, SEE STRU

HOLLOW METAL COLUMN

100mm CONCRETE

SLAB, SEE STRU

T-A-501 TYP

100mm CONCRETE

SLAB, SEE STRU

CMU FILL, 13mm INT.

PLASTER PAINTED, BS

200x200 CONT.

CONC. BOND BEAM

METAL STUD CEILING

JOISTS ATTACHED TO

BOTTOM OF RAFTER,

50mm RIGID INSUL., PVC CEILING PANEL

KITCHEN COUNTER TOPS

TOP OF BEAM

3900 mm

TOP OF BEAM

3000 mm

CORRUGATED WALL PANEL

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TOP OF BEAM

3000 mm

100mm CONCRETE

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REFER TO STRU

200x200 CONT.

CONC. BOND BEAM

METAL STUD CEILING JOISTS

SPANNING BETWEEN RAFTERS,

50mm RIGID INSUL., 13mm WB, PAINTED

CONCRETE APRON AND

DRAIN, SEE STRU

200mm CMU, 13mm INT.

PLASTER, PAINTED, AND

19mm 3 COAT STUCCO EXT, PAINTED.

T-A-501

V CONTROL JOINTS

K

TOP OF BEAM

3900 mm

TOP OF BEAM

3000 mm

100mm CONCRETE

SLAB, SEE STRU

200mm CMU FILL, PLASTER AND PAINT

WHERE EXPOSED

200x200 CONC. BOND

BEAM, PLASTER AND PAINT

CLERESTORY WINDOW

200mm CMU FILL BETWEEN

INT WINDOW UNITS, PLASTER

AND PAINT

200mm CMU, PLASTER

AND PAINT

METAL STUD CEILING JOISTS

ATTACHED TO BOTTOM OF RAFTER,

50mm RIGID INSUL., PVC CEILING PANEL, PAINTED

T-A-501

METAL STUD CEILING JOISTS TO SPAN

BETWEEN RAFTERS, BOTTOM OF

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RAFTER. PVC CEILING ATTACHED @

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SPACE BETWEEN CORRIDOR

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BEDROOM

10.2 m²

CORRIDOR

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5.6 m²

BATH

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STOR.

DINING

7.8 m²

KITCHEN

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COMMON ROOM

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FURNITURE SCHEDULE

TYPE DESCRIPTION NOTES & QTY

REMARKS

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B2 FULL BED 1

B3 QUEEN BED 1

C1 LOUNGE CHAIR 1

C2 LOUNGE SOFA 1

C3 DINING CHAIR 4

S2 WARDROBE BY CONTRACTOR 3

T1 DINING ROOM TABLE 762x1524mm 1

T2 SIDE TABLE 600x600mm 3

T3 COFFEE TABLE 610x915mm 1

NOTE: ALL FURNITURE WHICH IS NOT PERMANENTLY FIXED IS

TO BE CONSIDERED NOT IN CONTRACT (NIC) AND IS

GOVERNMENT FURNISHED AND GOVERNMENT INSTALLED.

GENERAL NOTES

A. DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONS.

B. REFER INCONSISTENCIES TO USAID COR PRIOR TO

COMMENCING THE WORK IN AFFECTED AREA.

C. ITEMS ARE SHOWN DIAGRAMMATICALLY ON DRAWINGS. VERIFY

SPACE REQUIREMENTS AND DIMENSIONS IN FIELD TO FIT THE

WORK PROPERLY.

D. FURNITURE PLANS AND QUANTITIES ARE SHOWN FOR SPACE

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NOTED ARE FOR GOVERNMENT PLANNING PURPOSES AND

SHALL BE GOVERNMENT FURNISHED AND GOVERNMENT

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COMMENCING THE WORK IN AFFECTED AREA.

C. ITEMS ARE SHOWN DIAGRAMMATICALLY ON DRAWINGS. VERIFY

SPACE REQUIREMENTS AND DIMENSIONS IN FIELD TO FIT THE

WORK PROPERLY.

D. FURNITURE PLANS AND QUANTITIES ARE SHOWN FOR SPACE

PLANNING PURPOSES ONLY. ALL LOOSE FURNITURE ITEMS

NOTED ARE FOR GOVERNMENT PLANNING PURPOSES AND

SHALL BE GOVERNMENT FURNISHED AND GOVERNMENT

INSTALLED.

SCALE =

WARDROBE DETAILS

1:20

AutoCAD SHX Text

AutoCAD SHX Text 1:20

AutoCAD SHX Text

AutoCAD SHX Text 2m

A B E F H J KGDC

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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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CONCRETE BLOCK WALLS

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KITCHEN

COUNTER

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AND/OR NOTES ARE IN MILLIMETERS

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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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A B F H J JGD

D-S-502

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RHS BEAM WELDED

RAFTER 3 AND STEEL

COLUMN ON VERANDAH

160x80x4.0x14.6kg/m

RHS BEAM WELDED

RAFTER 3 AND STEEL

COLUMN ON VERANDAH

RC COLUMN 1

RC COLUMN 1

RC COLUMN 1RC COLUMN 1 RC COLUMN 1RC COLUMN 1

RC COLUMN 1

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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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BOND BEAM LAYOUT

RAFTER MEMBER SIZES

RAFTER ID

SIZE DESCRIPTION

160x80x4.0x14.6kg/m RHSRAFTER 1

A B F J K

4200 3800 4400 2600

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100x50x20x2.0mm x 3.5kg/m CFLC PURLINS

850 2534 2534 2534 2200 850

2350 2350

RAFTER 2

RAFTER 3

160x80x4.0x14.6kg/m RHS

100x50x4.0x8.98kg/m RHS

R A

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16200

250x200 RC BEAM 8

250x200 RC BEAM 8

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160x80x4.0x14.6kg/m

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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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300X200 RC BEAM 1

(2No.THUS ON GRIDS 1 AND 2)

R8-200

SECTION B1

B1

B

300X200 RC BEAM 2

(2No.THUS ON GRIDS A AND B)

R8-200

B2

FOUNDATION LAYOUT

SCALE: NTS

BEAMS LAYOUT AT -1.500m

SCALE: NTS

PIT SLAB REINFORCING DETAILS

SCALE: NTS

A

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2185 1415

300X200 RC BEAM 1

300X200 RC BEAM 1

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BEAMS AT -1700mm

A B

450X200mm GRADE BEAM

A B

2T10

2T10

2T10

T10-300B1

T10-300B2

C

GROUND FLOOR SLAB

REINFORCED WITH A98 MESH

BEAM TO SLAB CONNECTION

SCALE: NTS

2T12

2T12

T10-300

T10-300

INTERMEDIATE BEAM SECTION

R8-200 c/c

2T12

2T12

SCALE:NTS

SECTION B2

T10-300B2

T10-300B1

TYPICAL SUSPENDED SLAB REINFORCING SECTION

SCALE: NTS

GRADE BEAM SECTION

2T12

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R8-200 c/c

2T12

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R8-200 c/c

2T12

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100 RC SLAB REINFORCED

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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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SCALE =

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1:40

RAFTERS

50x100 SW

MEMBERS

PITCH

14 DEGREES

PURLINS

50x50 SW

PIT BOTTOM LEVEL

-3.300m

GROUND FLOOR SLAB LEVEL

+0.000m

BOTTOM OF BOND BEAM LEVEL

+2.200m

SOLID GROUTED WALL

REINFORCED WITH R8@200

VERTICAL REINFORCEMENT ALONG

THE WALL

200x200mm INTERMIDIATE

PERIMETER RC BEAM

300X200mm RC

PERIMETER BEAM

BEYOND

100mm THICK

RC SLAB

L-S-501

HONEYCOMBED

BLOCK WALL

600X200mm RC

STRIP FOOTING

A B C

100X50mm SW RAFTERS

50X50mm SW PURLINS

300mm BACKFILL OF CLEAR

GRAVEL(12-30mm 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)

L-S-301

500500

BOND BEAM CORNER

DETAIL

BOND BEAM SECTION

R8-200 c/c

2T12

2T12

SCALE =

SECTION Z-Z

1:40

SCALE =

ROOF FRAMING PLAN

1:40

200 200

T-S-105

L-S-301

Z

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Z

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BOND BEAM

A B

942 942

SCALE =

BOND BEAM LAYOUT

NTS

DPC

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2T12

CORNER BARS

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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 =

LATRINE DRWAINGS, 2 OF 2

1 2 4 6 7 8

1400 3000

GROUND FLOOR SLAB LEVEL

+0.000

TOP OF VERANDAH BEAM LEVEL

+2.656m

200x200mm RC

BOND BEAM

200mm WIDE LOAD

BEARING WALL

FINAL SITE GRADE LEVEL

-0.300m

38002400

T-S-506

T-S-505

T-S-505

T-S-506

T-S-506

T-S-507

80x40x4.0x7.12kg/m RHS

RAFTER 1

160x80x4.0x14.6kg/m RHS

RAFTER 2

160x80x4.0x14.6kg/m

RAFTER 3

100x50x4.0x8.98kg/m

RAFTER 3

100x50x4.0x8.98kg/m RHS

160x80x4.0x14.6kg/m

RHS BEAM WELDED

RAFTER 3 AND STEEL

COLUMN ON VERANDAH

T-S-507

BOTTOM OF GROUND BEAM LEVEL

-0.850m

SELECTED GRANULAR

COMPACTED SOIL (SEE NOTE 4, UNDER GENERAL

EARTHWORKS NOTES FOR COMPACTION AND

REFER TO THE SPECIFICATION)

A98 WIREMESH

100mm FLOOR SLAB

50mm LEAN CONCRETE(C-10)

T-S-508

TOP OF BOND BEAM LEVEL

+3.000m

TOP OF BEAM 8 LEVEL

+3.903m

RC BEAM 8

150mm THICK COMPACTED

HARD CORE(SEE NOTE 6, UNDER

GENERAL EARTHWORKS NOTES FOR

COMPACTION AND REFER TO THE

SPECIFICATION)

250 MICRON DPM

T-S-501

A

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UNLESS NOTED OTHERWISE

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THIS PROJECT, MALAWI SECONDARY EDUCATION EXPANSION FOR

DEVELOPMENT (SEED) PROJECT, WAS MADE POSSIBLE BY THE

SUPPORT OF THE AMERICAN PEOPLE THROUGH THE UNITED

STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND

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

S E

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SCALE =

SECTION X

x 350 HD BOLTS AT 150mm C/C

4/14 DIA HOLES FOR 2/M12

6mm FILLET WELD

200x200x12mm THICK MS PLATE

100x100 SQUARE HOLLOW

STEEL SECTION

200x200x10mm MS BASE PLATE

WELDED TO COLUMN

GRADE BEAM

SCALE =

BASE PLATE DETAIL

1:10

SCALE =

REINFORCING SECTION-DETAIL 9

1:10

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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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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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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