J.2 _Facility Drawings_STANDARD DRAWINGS_Amendment 02.pdf
PDF 14 MB Posted
- Attached to
- Secondary Education Expansion for Development (SEED) Rural Group 2 Activity Federal contract opportunity
- Solicitation number
- 72061222R00005
About this file
This document outlines requirements for a federal contract solicitation to construct secondary schools in Malawi. USAID seeks proposals to support the Government of Malawi in expanding access to secondary education through construction of community day schools in 18 districts. The solicitation involves awarding up to four firm fixed price contracts over a 25-month period comprising 13 months for construction and a 12-month warranty period. The sites are divided into two groups across four lots based on geography. Group A contains two large lots set aside for Malawian firms, while Group B contains two small lots open to global competition but requiring Malawian eligibility. Offerors may bid on one or both group lots and must indicate capacity. Proposals are valid for 120 days, with submission deadlines and award timing per section L. USAID/Malawi will administer the contracts to construct the schools in fulfillment of its mission.
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Text version
D-A-510
D-A-510
MASONRY SCREEN UNIT
200x200mm CONCRETE COLUMN, SEE STRU
D-A-510
TOP OF SLAB
0 mm
BOTTOM OF BEAM
2800 mm
200X200mm CONCRETE COLUMN, SEE STRU
FIELD PAINT, COLOR TO BE
CONFIRMED BY COR
TOP OF SLAB
0 mm
BOTTOM OF BEAM
2800 mm
200X200mm CONCRETE COLUMN, SEE STRU
CONCRETE BEAM, SEE STRU
MASONRY SCREEN UNIT
BRICK TIES AT EACH COURSE
TO CONCRETE COLUMN
TOP OF SLAB
MORTAR AT EACH KEYED
JOINT
821168260
90°
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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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AND PAINT VENT
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2200 mm
FINISHED FLOOR
0 mm
MORTAR JOINT
CORNER CONCRET
UNIT
TYPICAL VENT
UNIT
TOP OF ROOF
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STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND
THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).
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FIBERGLASS TOILET
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SEAT
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SPACING BOTH
DIRECTIONS
SINGLE WYTHE BRICK WALL
W/ SMOOTH CONC PLASTER
FINISH
CONC SLAB, REFER TO STRU
TOILET COVER
STAINLESS STEEL HINGE
ANCHORED INTO CONC.
TOILET SEAT
100mm RC TOP SLAB
Ø8 REBAR MAX C/C 200mm
SPACING BOTH
DIRECTIONS
CONC SLAB, REFER TO STRU
SINGLE WYTHE BRICK WALL
W/ SMOOTH CONC PLASTER
FINISH
1A
D-A-512
1B
D-A-512
SECTION A
SECTION B
500mm TO WALL
R
GROOVED FOOT PAD
RAISED 80mm ABOVE
FINISHED FLOOR, TYP
OPENING THROUGH
CONC SLAB TO WASTE
PIT BELOW, TYP
EQ EQ
LATRINE COVER
INTEROIR WALL
SURFACE
2A
A-512
COVER HANDLE
WOOD COVER HANDLE
HINGE
SECTION A
VANDAL PROOF VENT CAP
100mm PVC VENT PIPE
CONTINUOUS SEALANT
STAINLESS STEEL CLAMPING RING
PRE-MOLDED BOOT CUT TO HEIGHT
FOLD PANEL UP AROUND PIPE,
SEAL WITH CAULK
STAINLESS STEEL FASTENER @
50mm O.C. AROUND FLANGE
PERIMETER
CONTINUOUS SEALANT
PURLIN, SEE STRU
NOTE:
CUT PANEL 25mm SMALLER THAN
PENETRATION, BACK CUT PANEL AND FOLD
TABS UP AROUND PIPE AND SEAL WITH
CAULK
m m
M
I N
100mm RC TOP SLAB
Ø8 REBAR MAX C/C 200mm
SPACING BOTH
DIRECTIONS
SINGLE WYTHE BRICK WALL
W/ SMOOTH CONC PLASTER
FINISH, PAINTED
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THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).
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LATRINE VENT DETAIL
1:10
SCALE =
BENCH DETAIL
1:10
AutoCAD SHX Text 1:10
AutoCAD SHX Text 0.5
AutoCAD SHX Text
AutoCAD SHX Text 1m
BRASS FAUCET
CONCRETE
WALL AT RESEVOIR,
MASONRY ABOVE
AND BELOW
100 VARIES 100
D-A-513
NOTE:
SEE FLOOR PLANS FOR WALL TYPES AND THICKNESSES
WATER
RESEVOIR
150 600
D-A-513
FAUCET, PLACEMENT
IN RELATION TO RESEVOIR
LOCATION @ ALL SIMILAR
SINKS
CMU WALL
CEMENTITIOUS SCREED
HALF CMU WALL,
HEIGHT @ 1500mm
AFF
FAUCET
CONCRETE SIDE WALL
CONCRETE
DRAIN
400100
NOTE: SEE STRU FOR
REINFORCEMENT
A-A
LATRINE
EXTERIOR
WALL
STEPS, SEE LATRINE
FLOOR PLANS
METAL RESEVOIR
HATCH
HATCH HANDLE
HATCH HINGES
MAX
RESEVOIR OPENING
MAX
CONCRETE
RESEVOIR,
SEE STRUCTURAL
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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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RESEVOIR HATCH DETAIL
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METAL ROOF PANEL
WITH BOTTOM RIGID
FOAM LAYER, SEE
SPECIFATIONS
PURLIN, SEE STRU
TRUSS STRUCTURE
BELOW, SEE STRU
METAL ROOF PANEL
WITH BOTTOM RIGID
FOAM LAYER, SEE
SPECIFATIONS
PURLIN, SEE STRU
160mm X 80mm RAFTER, SEE STRU
J-BOLT WITH RUBBER WASHER
SPACING @ 400mm
PREPAINTED CORRUGATED
METAL ROOF
PURLIN, SEE STRU
CORRUGATED METAL WALL
PANEL
DRIP EDGE
PREFORMED METAL TRIM
NOTE:
REFER TO STRUCTURAL DRAWINGS FOR PURLIN SIZING
OF EACH FACILITY IN ORDER TO PROPERLY SIZE AND
DIMENSION PRE-FORMED METAL TRIM
4 9
GALVANIZED ANCHOR WITH
OVERSIZED WASHER AND SEALER,
SPACING @ 400mm
ROOF CAP
EGA METAL ROOF
PURLIN, SEE STRU
TRUSS, SEE STRU
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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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SLATE CHALKBOARD
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BOARD
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BOARD
PLASTER FINISH
CMU WALL
SLATE CHALKBOARD
METAL FRAME
CHALK TRAY
TRAY ANCHORED
TO FRAME, REFER TO
MANUFACTURER FOR
INSTALLATION
WOOD BACKING TRACK
FOR MOUNTING
BOARDS TO CMU WALL
WOOD BACKING TRACK
FOR MOUNTING
BOARDS TO CMU WALL
WOOD BACKING TRACK
FOR MOUNTING
BOARDS TO CMU WALL
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SCIENCE CLASSROOM TEACHING WALL ELEVATION
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WALL PANEL
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ANGLE DOWNWARD
100mm CFM GIRT
WALL PANEL
INSIDE CLOSURE,
CAULK TOP & BOTTOM
100mm CFM GIRT
200x200 CONC. BOND
BEAM
DRIP FLASHING,
ANGLE DOWNWARD
SILL FLASHING, CAULK
& ANGLE DOWNWARD
OUTSIDE CLOSURE,
CAULK PERIMETER
ENDWALL FLASHING
OUTSIDE CLOSURE,
CAULK TOP & BOTTOM
ROOF PANEL
SILL FLASHING, CAULK
& ANGLE DOWNWARD
OUTSIDE CLOSURE,
CAULK PERIMETER
WALL PANEL
100mm CFM GIRT
WALL PANEL
INSIDE CLOSURE,
CAULK TOP & BOTTOM
ENDWALL FLASHING
OUTSIDE CLOSURE,
CAULK TOP & BOTTOM
ROOF PANEL
WALL PANEL
J FLASHING
100mm CFM
100mm CFM STUD
WALL PANEL
INSIDE CLOSURE,
CAULK TOP & BOTTOM
CORNER FLASHING
PLAN OF CORNER
CONDITION
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AND/OR NOTES ARE IN MILLIMETERS
UNLESS NOTED OTHERWISE
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DEVELOPMENT (SEED) PROJECT, WAS MADE POSSIBLE BY THE
SUPPORT OF THE AMERICAN PEOPLE THROUGH THE UNITED
STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND
THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).
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SCALE =
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SCALE =
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SCALE =
FLASHING DETAIL
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SCALE =
FLASHING DETAIL
1:5
SCALE =
FLASHING DETAIL
1:5
SCALE =
FLASHING DETAIL
1:5
SCALE =
FLASHING DETAIL
1:5
AutoCAD SHX Text 0.25
AutoCAD SHX Text 1:5
AutoCAD SHX Text
AutoCAD SHX Text 0.5m
FIXED
D-A-604
D-A-604
D-A-604
TYP
TYP
TYP
SECURITY
BARS
INTEXT
OPAQUE
BOTTOM
GLAZING
D-A-604
FIXED
INTINT
D-A-605
TYP
D-A-605
TYP
D-A-605
TYP
FIXED
D-A-604
D-A-604
TYP
TYP
D-A-604
TYP
SECURITY
BARS
INTEXT
NOTE:
GLAZING TO BE PRIVACY
TRNASLUCENT
FIXED
D-A-604
D-A-604
TYP
TYP
D-A-604
TYP
SECURITY
BARS
INTEXT
D-A-604
600 600
FIXED
D-A-604
D-A-604
TYP
TYP
D-A-604
TYP
SECURITY
BARS
INTEXT
OPAQUE
BOTTOM
GLAZING
D-A-604
600 600
FIXED
D-A-604
TYP
D-A-604
TYP
D-A-604
TYP
SECURITY
BARS
INTEXT
OPAQUE
BOTTOM
GLAZING
D-A-604
600 600
INTEXT
D-A-604
TYP
D-A-604
TYP
SECURITY
BARS
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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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W2 METAL FRAMED WINDOW
1:20
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W3 METAL FRAMED WINDOW
1:20
SCALE =
W4 METAL FRAMED WINDOW
1:20
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W5 METAL FRAMED WINDOW
1:20
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W6 METAL FRAMED WINDOW
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W7 METAL FRAMED WINDOW
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AutoCAD SHX Text
AutoCAD SHX Text 1:20
AutoCAD SHX Text
AutoCAD SHX Text 2m
BOTTOM OF OPENING
4370 mm
25 25 25 25 25 25 25
720 715 715 715 715 720
METAL LOUVER
D-A-604
D-A-604
D-A-604
BOTTOM OF OPENING
4370 mm
25 25 25 25
650 675 650
METAL LOUVER
D-A-604
D-A-604
D-A-604
BOTTOM OF OPENING
4370 mm
25 25 25 25 25 25 25
615 600 600 600 600 615
METAL LOUVER
D-A-604
D-A-604
D-A-604
BOTTOM OF OPENING
4650 mm
25 25 25 25 25 25 25
720 715 715 715 715 720
FIXED GLAZING
METAL LOUVER
D-A-604
D-A-604
D-A-604
BOTTOM OF OPENING
4650 mm
25 25 25 25
650 675 650
METAL LOUVER
FIXED GLAZING
D-A-604
D-A-604
D-A-604
BOTTOM OF OPENING
4650 mm
25 25 25 25 25 25 25
615 600 600 600 600 615
FIXED GLAZING
METAL LOUVER
D-A-604
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UNLESS NOTED OTHERWISE
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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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L3 METAL FRAME
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S1 METAL FRAME
1:20
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S2 METAL FRAME
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S3 METAL FRAME
1:20
AutoCAD SHX Text
AutoCAD SHX Text 1:20
AutoCAD SHX Text
AutoCAD SHX Text 2m
BOTTOM OF OPENING
4370 mm
25 25 25
750 775
METAL LOUVER
D-A-604
D-A-604
D-A-604
BOTTOM OF OPENING
4370 mm
25 25 25 25
840 820 840
METAL LOUVER
D-A-604
D-A-604
D-A-604
BOTTOM OF OPENING
3100 mm
50 50 50 50 50
975 690 975 975
SOLID LOUVER
D-A-604
D-A-604
D-A-604
BOTTOM OF OPENING
4660 mm
25 25 25 25
775 750 775
METAL LOUVER
FIXED GLAZING
D-A-604
D-A-604
D-A-604
BOTTOM OF OPENING
4660 mm
25 25 25 25
840 820 840
FIXED GLAZING
METAL LOUVER
D-A-604
D-A-604
D-A-604
BOTTOM OF OPENING
4120 mm
FIXED GLAZING
NOTE: REFER TO SHEET T-A-503 FOR TEACHER
HOUSING CLERESTORY WINDOW DETAILS
BOTTOM OF OPENING
4120 mm
FIXED GLAZING
SOLID LOUVER
NOTE: REFER TO SHEET T-A-503 FOR TEACHER
HOUSING CLERESTORY WINDOW DETAILS
METAL LOUVER
BOTTOM OF OPENING
3080 mm
D-A-604
D-A-604
D-A-604
BOTTOM OF OPENING
4120 mm
NOTE: REFER TO SHEET T-A-503 FOR TEACHER
HOUSING CLERESTORY WINDOW DETAILS
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UNLESS NOTED OTHERWISE
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SUPPORT OF THE AMERICAN PEOPLE THROUGH THE UNITED
STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND
THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).
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L4 METAL FRAME
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L6 METAL FRAME
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S4 METAL FRAME
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AutoCAD SHX Text 1:20
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AutoCAD SHX Text 2m
METAL
WINDOW
CMU BEYOND
13mm INT. PLASTER FINISH, PAINTED
PRECAST
CONC. SILL
DRIP EDGE
20 100
200mm CONT.
CONC. BOND BEAM
BACKER ROD
& SEALANT
METAL WINDOW
CMU BEYOND
PLASTER INT. FINISH,
PAINTED
CMU
PRECAST
CONC. SILL METAL
WINDOW
13mm PLASTER INT. FINISH, PAINTED
100mm CFMF
CORRUGATED METAL
WALL PANEL
BACKER ROD &
SEALANT
LOUVER FRAME
LOUVER
METAL SILL W/
DRIP EDGE
TRUSS, SEE STRU
EXT
INT
100mm CFMF
CORRUGATED METAL
WALL PANEL
LOUVER FRAME
LOUVER
TRUSS, SEE STRU
EDGE OF CONC.
BOND BEAM
13mm PLASTER FINISH
EXT
INT
100mm CFMF
CORRUGATED METAL
WALL PANEL
BACKER ROD &
SEALANT
LOUVER FRAME
LOUVER
COUNTER
FLASHING
TRUSS, SEE STRU
EXT
INT
100mm CFMF
CORRUGATED METAL
WALL PANEL
BACKER ROD &
SEALANT
LOUVER FRAME
LOUVER/GLAZING,
SEE WINDOW TYPE
COUNTER
FLASHING
TRUSS, SEE STRU
INSECT SCREEN
EXT
INT
100mm CFMF
CORRUGATED METAL
WALL PANEL
BACKER ROD &
SEALANT
LOUVER FRAME
LOUVER/GLAZING,
SEE WINDOW TYPE
METAL SILL W/
DRIP EDGE
TRUSS, SEE STRU
INSECT SCREEN
13mm WB, PAINTED
13mm WB, PAINTED, BETWEEN TRUSSES
EXT
INT
100mm CFMF
CORRUGATED METAL
WALL PANEL
LOUVER FRAME
LOUVER/GLAZING,
SEE WINDOW TYPES
13mm WB, PAINTED, BETWEEN TRUSSES
13mm WB SILL, PAINTED
EXT
INT
INSECT SCREEN
PUTTY & GLASS
HOLDING FRAME
MULLION BETWEEN
OPERABLE PANES
OPERABLE PANE
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UNLESS NOTED OTHERWISE
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DEVELOPMENT (SEED) PROJECT, WAS MADE POSSIBLE BY THE
SUPPORT OF THE AMERICAN PEOPLE THROUGH THE UNITED
STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND
THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).
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SILL DETAIL, TYP
1:5
SCALE =
HEAD DETAIL, TYP
1:5
2 SCALE =
JAMB DETAIL, TYP
1:5
SCALE =
GABLE LOUVER SILL DETAIL, TYP
1:5
SCALE =
GABLE LOUVER HEAD DETAIL, TYP
1:5
SCALE =
GABLE LOUVER JAMB DETAIL, TYP
1:5
SCALE =
CLERESTORY LOUVER SILL DETAIL, TYP
1:5
SCALE =
CLERESTORY LOUVER HEAD DETAIL,
TYP
1:5
SCALE =
CLERESTORY LOUVER JAMB DETAIL,
TYP
1:5
SCALE =
WINDOW DETAIL, TYP
1:5
AutoCAD SHX Text 0.25
AutoCAD SHX Text 1:5
AutoCAD SHX Text
AutoCAD SHX Text 0.5m
13mm PLASTER FINISH, PAINTED, BS
CONC. BEAM, SEE STRU
GLAZING
METAL WINDOW
FRAME
BACKER ROD
& SEALANT
INT
INT
13mm PLASTER FINISH, PAINTED, BS
METAL SPACER,
PAINTED
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BACKER ROD &
SEALANT
METAL WINDOW
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13mm PLASTER
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BS
INT
INT
13mm PLASTER FINISH, PAINTED, BS
METAL WINDOW FRAME
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13mm PLASTER FINISH, PAINTED, BS
C
L
C
L
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CMU
ALIGN,
BS
INT
INT
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METAL WINDOW FRAME
METAL SPACER
BACKER ROD &
SEALANT
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13mm PLASTER FINISH, PAINTED
13mm WB, PAINTED
EXT
INT
100mm CFMF
CORRUGATED METAL
WALL PANEL
METAL WINDOW FRAME
LOUVER/GLAZING,
SEE WINDOW TYPES
13mm PLASTER, PAINTED, WRAP TO FRAME
13mm PLASTER SILL, PAINTED
PREPAINTED CORRUGATED
METAL ROOF, SLOPING AWAY
EXT
INT
C
L
C
L
E Q
E Q
100mm CFMF SPANNING
BETWEEN RAFTERS
BACKER ROD &
SEALANT
METAL WINDOW FRAME
GLAZING
CORRUGATED METAL
WALL PANEL
13mm WB PAINTED
EXT
INT
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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 =
INTERIOR SILL DETAIL, TYP
1:5
SCALE =
INTERIOR HEAD DETAIL, TYP
1:5
2 SCALE =
INTERIOR JAMB DETAIL, TYP
1:5
SCALE =
TEACHER HOUSING CLERESTORY
SILL DETAIL
1:5
SCALE =
TEACHER HOUSING CLERESTORY
HEAD DETAIL
1:5
SCALE =
TEACHER HOUSING CLERESTORY
JAMB DETAIL
1:5
AutoCAD SHX Text 0.25
AutoCAD SHX Text 1:5
AutoCAD SHX Text
AutoCAD SHX Text 0.5m
D1 D2
2585025
100 25
VARIES
VERTICAL STEEL
BARS @ 125mm O.C., TYP
DOOR NO.
DOOR
TYPE WIDTH HEIGHT GLAZING
DOOR SCHEDULE
REMARKS
1/100
2/100
1/102
D1 800 5mm thick clear glass
5mm thick clear glass
1/101 5mm thick clear glass
MATERIAL
STEEL
WIDTH HEIGHT
900 2800
800 900 2800D1
2/102
800 900 2800D1
800 900 2800D1
800 900 2800D1
FRAME
TYPE
F3
MATERIAL
1/103
2/103
800 900 2800D1
800 900 2800D1
5mm thick clear glass
5mm thick clear glass
5mm thick clear glass
5mm thick clear glass
1/104 800 900 2800 D1
F1
2/105
1/105 800 900 2800D1
800 900 2800D1 F1
5mm thick clear glass
5mm thick clear glass
5mm thick clear glass
1/106 800 900 2800D1 5mm thick clear glass
5mm thick obsure glass
5mm thick clear glass
1/107 800 900 2800D1 F1
2/108
1/108 800 900 2800D1
800 900 2800D1
F1
1/109 800 900 2800D1 F1
1/110 800 900 2800D1 F1
1/111 800 900 2800D1 F1
1/112 800 900 2800D1 F1
1/113 800 900 2800D1 F1
1/114 800 900 2800D1 F1
1/115
800 900D1 F2
800 900D1 F2
800 900D1 F2
800 900D1 F2
800 900D1 F2
800 900D1 F2
800 900D1 F2
800 900D1 F2
1/116
2/116
3/116
4/116
800 900D1 F2
800 900D1 F2
1/117
2/117
800 900D1 F2
800 900D1 F2
3/118
C L
A S
S R
O O
M
B L
O C
K
C
S C
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N C
E
C L
A S
S R
O O
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H E
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800 900 2200D1 F2
3/117
4/117
1/118
2/118
5mm thick clear glass
900 2200 1600D2 F46/117
4/118
F3
F3
F3
F3
F3
F3
F3
F3
F3
5mm thick obsure glass
5mm thick obsure glass
5mm thick obsure glass
5mm thick obsure glass
5mm thick obsure glass
5mm thick obsure glass
5mm thick obsure glass
STEEL
STEEL
STEEL
STEEL
STEEL
STEEL
STEEL
STEEL
STEEL
STEEL
WOOD
STEEL
STEEL
STEEL
STEEL
STEEL
STEEL
STEEL
STEEL
STEEL
STEEL
STEEL
STEEL
STEEL
STEEL
STEEL
STEEL
STEEL
STEEL
STEEL
STEEL
STEEL
STEEL
STEEL
STEEL
STEEL
STEEL
STEEL
STEEL
STEEL
STEEL
STEEL
STEEL
STEEL
STEEL
STEEL
STEEL
STEEL
STEEL
STEEL
STEEL
STEEL
STEEL
STEEL
STEEL
STEEL
STEEL
STEEL
STEEL
WOOD
WOOD
WOOD
WOOD
WOOD
WOOD
WOOD
STEEL
900 1200 2300D2 F57/117 STEEL STEEL
900 1600 2300D2 F45/116 STEEL STEEL
Mount Door at 50mm above grade/slab
Mount Door at 50mm above grade/slab
900 1200 2150D2 F56/116 STEEL STEEL
Mount Door at 50mm above grade/slab
Mount Door at 50mm above grade/slab
800 900D1 F25/117 STEEL STEEL 22002150
F1 F2 F3
SECURITY BAR
CENTERED ON
TRANSOM
D-A-607
D-A-607
D-A-607
SIM
D-A-607
D-A-607
D-A-607
F4 F5
350 900 350
2300 2150
150 900 150
C
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D-A-607
D-A-607
D-A-607
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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 =
DOOR TYPES
1:20
NOTE:
ALL WINDOWS AND DOORS TO BE CAULKED BETWEEN FRAME AND MASONRY
SCALE =
FRAME TYPES
1:20
AutoCAD SHX Text 1:30
AutoCAD SHX Text
AutoCAD SHX Text 3m
AutoCAD SHX Text
AutoCAD SHX Text 0.5
D-A-607
D-A-607
D-A-607
CONCRETE COPING
SECURITY GATE FRAME
CMU WALL
FRAME SECURED TO
SLAB
SECURITY GATE FRAME
CONCRETE RAMP
CONCRETE SLAB
GRADE
COUNTERSUNK HEAD
CONCRETE SCREW
WITH FLAT HEAD SLEEVE
ANCHOR
STEEL DOOR
FILLED CELL
SEALANT, BS
NOTE: SEE WALL
TYPES FOR WALL
FINISHES
200 x 200 mm CONC.
RING BEAM, SEE STRU
COUNTERSUNK HEAD
CONCRETE SCREW
WITH FLAT HEAD SLEEVE
ANCHOR
SEALANT, BS
STEEL DOOR
NOTE: SEE WALL
TYPES FOR WALL
FINISHES
200 x 200 mm CONC.
RING BEAM, SEE STRU
COUNTERSUNK HEAD
CONCRETE SCREW
WITH FLAT HEAD SLEEVE
ANCHOR
SEALANT, BS
PUTTY & GLASS HOLDING
FRAME, BS
5mm GLAZING
NOTE: SEE WALL
TYPES FOR WALL
FINISHES
GRADE
FRAME SECURED TO
SLAB
SECURITY GATE FRAME
SECURITY GATE FRAME
BRACKETS & FASTENERS
@ MORTAR JOINTS,
SEALED
PLAN VIEW
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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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NOTE:
ALL WINDOWS AND DOORS TO BE CAULKED BETWEEN FRAME AND MASONRY
SCALE =
SECURITY GATE FRAME TO WALL
CONNECTION(TYP)
1:10
SCALE =
GATE FRAME TO FLOOR CONNECTION 1
1:10
SCALE =
DOOR JAMB DETAIL (TYP)
1:10
SCALE =
DOOR HEAD DETAIL (TYP)
1:10
SCALE =
DOOR HEAD WITH TRANSOM DETAIL (TYP)
1:10
SCALE =
GATE FRAME TO FLOOR CONNECTION 2
1:10
SCALE =
GATE FRAME TO WALL DETAIL
1:10
AutoCAD SHX Text 1:30
AutoCAD SHX Text
AutoCAD SHX Text 3m
AutoCAD SHX Text
AutoCAD SHX Text 0.5
ROOM
FLOOR
FINISH MATERIAL FINISH
INTERIOR FINISH SCHEDULE
REMARKS
CONC. PNT-1
BASE
CEILING
PVC
MATERIAL
CLASSROOM
BLOCK (CLR)
SCIENCE
CLASSROOM (MPR)
TEACHER HOUSING
(TEH)
F STUDENT LATRINE
M STUDENT LATRINE
T. LATRINE (TEL)
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
WALLS
PNT-1
PNT-1
PNT-1
PLA PNT-1
PLA PNT-1
PNT-1
PNT-1
PNT-1
PNT-1
PNT-1
PNT-1
PNT-1
PNT-1
PNT-1
PLA PNT-1
PLA/SEAL. PNT-1
PLA/SEAL. PNT-1
PLA/SEAL. PNT-1
FINISH
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
NOTES:
1. REFER TO FLOOR PLANS AND WALL TYPES ON DWG D-A-701 TO DETERMINE PLACEMENT OF FINISHES WHEN A ROOM
REQUIRES MORE THAN 1 WALL FINISH.
2. ALL CONCRETE FLOORS SHALL BE TROWEL SMOOTH AND TWO THIN COATS OF CONCRETE SEALER. REFER TO
MANUFACTURER REQUIREMENTS OF FOR PROPER SEALER APPLICATION.
3. STUDENT LATRINES SHALL HAVE CONCRETE SCREED APPLIED TO URINALS AND A MINIMUM 1500mm VERTICALLY UP
THE WALLS PERPENDICULAR TO URINALS. APPLY TWO COATS OF EPOXY PAINT TO URINALS AND PERPENDICULAR
WALLS. REFER TO DRAWINGS FOR FURTHER DETAILS.
4. ALL TOILET STALL WALLS SHALL HAVE TWO COATS OF EPOXY PAINT OVER PLASTER A MINIMUM 1500mm VERTICALLY
UP WALLS.
5. ALL WALL PAINT TO BE APPLIED IN 3 COATS WITH 1 PRIMER COAT AND 2 FINISH COATS.
CONC. --------------------- CONCRETE
PLA --------------------- PLASTER
WB --------------------- WALL BOARD
SEAL --------------------- CONCRETE SEALER
PVC --------------------- POLYVINYL CHLORIDE (PVC) PANEL
PNT-1 --------------------- RAL 9003
FINISH SCHEDULE KEY
SEE DRAWINGS FOR EXTENT OF
PLASTER
WB ABOVE BEAM ON NON-LOAD
BEARING WALLS
PLA
PLA
PLA
PLA
PLA
PLA
PLA
PLA
PLA
WB ABOVE BEAM ON NON-LOAD
BEARING WALLS
WB ABOVE BEAM ON NON-LOAD
BEARING WALLS
WB ABOVE BEAM ON NON-LOAD
BEARING WALLS
WB ABOVE BEAM ON NON-LOAD
BEARING WALLS
WB ABOVE BEAM ON NON-LOAD
BEARING WALLS
WB ABOVE BEAM ON NON-LOAD
BEARING WALLS
WB ABOVE BEAM ON NON-LOAD
BEARING WALLS
WB ABOVE BEAM ON NON-LOAD
BEARING WALLS
WB ABOVE BOND BEAM
WB ABOVE BOND BEAM
WB ABOVE BOND BEAM
WB ABOVE BOND BEAM
WB ABOVE BOND BEAM
WB ABOVE BOND BEAM
PLA
PLA
PLA
PLA
ES
ES
ES
ES
PNT-2 --------------------- RAL 1002
PNT-2
PNT-2
PNT-2
PNT-2
ES --------------------- EXPOSED STRUCTURE
SEE DRAWINGS FOR EXTENT OF
PLASTER
SEE DRAWINGS FOR EXTENT OF
PLASTER
COLOR SCHEDULE
COLORMATERIAL
CMU
CAST CONCRETE COLUMNS
CAST CONCRETE BEAM
PRECAST CONCRETE SCREEN
WALL
PRECAST CONCRETE SILLS
CAST CONCRETE BENCHES
METAL COLUMNS
METAL ROOF
WOOD EAVE
CORREGATED MEAL WALL PANEL
METAL WINDOWS & FRAMES
METAL LOUVERS & FRAMES
METAL GATES & DOORS
METAL DOOR FRAMES
METAL DOORS
WOOD DOORS
PVC CEILINGS
PVC SOFFITS (EXT)
WALL BOARD
CEMENTITIOUS PARGE
CLEAR CONCRETE SEALER
RAL 3011
RAL 9002
RAL 9002
RAL 7000
RAL 3011
RAL 1018
RAL 6012
RAL 3011
RAL 5023
MAHOGANY
RAL 9016
RAL 9002
RAL 9003
RAL 6012
CLEAR CONCRETE SEALER
CLEAR CONCRETE SEALER
CLEAR CONCRETE SEALER
CLEAR CONCRETE SEALER
CLEAR CONCRETE SEALER
EXPOSED STEEL STRUCTURE RAL 1002
SEE DRAWINGS FOR LOCATIONS
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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).
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200x200 CONT.
CONC. RING BEAM
EXT
TOP OF RING BEAM
3000 mm
FINISHED FLOOR
0 mm
POINTED EXTERIOR
200x200x400 CMU
BLOCK
13mm PLASTER, PAINTED
INT
TOP OF RING BEAM
3200 mm
FINISHED FLOOR
0 mm
BOTTOM OF RS
VARIES
REINFORCED 200x200
CONT. CONC. RING
BEAM
13mm PLASTER, PAINTED
200x200x400 CMU
BLOCK
CORRUGATED WALL
PANEL
EXT
POINTED EXTERIOR
100mm CFM ABOVE
RING BEAM
@ 400mm O.C.
TRUSS,
SEE STRUCTURAL
EXT
TOP OF RING BEAM
3000 mm
FINISHED FLOOR
0 mm
INT
CORRUGATED WALL
PANEL
100mm CFM ABOVE
RING BEAM
@ 400mm O.C.
TRUSS,
SEE STRUCTURAL
13mm PLASTER, PAINTED
200x200x400 CMU
BLOCK
POINTED EXTERIOR
13mm WB, PAINTED, BS
TOP OF CONCRETE
COPING
2200 mm
FINISHED FLOOR
0 mm
SEALED, BS
200x200x400 CMU
BLOCK
200x260 mm
CONCRETE
COPING
DRIP EDGE, BS
TOP OF RING BEAM
2400 mm
FINISHED FLOOR
0 mm
REINFORCED 200x200
CONT.CONC. RING
BEAM
SEALED, BS
200x200x400 CMU
BLOCK
REINFORCED 200x200
CONT. CONC. RING
BEAM
13mm PLASTER, PAINTED, BS
200x200x400 CMU
BLOCK
REINFORCED 200x250
CONT. CONC. RING
BEAM
200x200x400 CMU
BLOCK
NOTE: REFER TO VIEW 1 ON DWG TEH A301 FOR MORE
DETAILS
TOP OF RING BEAM
3000 mm
FINISHED FLOOR
0 mm
BOTTOM OF RS
VARIES
REINFORCED 200x200
CONT. CONC. RING
BEAM
13mm PLASTER, PAINTED, BS
100mm CFM ABOVE
RING BEAM
@ 400mm O.C., BOTH
SIDES OF TRUSS
13mm WB, PAINTED, BS
CMU BLOCK
TRUSS,
SEE STRUCTURAL
TOP OF RING BEAM
3000 mm
FINISHED FLOOR
0 mm
REINFORCED 200x200
CONT. CONC. RING
BEAM
13mm PLASTER, PAINTED, BS
CMU
BLOCK
EXT
TOP OF RING BEAM
3000 mm
FINISHED FLOOR
0 mm
INT
200x200 CONT.
CONC. RING BEAM
EXTERIOR MASONRY FACE
POINTED FOR A NEAT
FINISHED APPEARANCE
200x200x400 CMU
BLOCK
13mm PLASTER, PAINTED
MASONRY FILL ABOVE
CONC. BOND BEAM TO
ROOF STRUCTURE
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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).
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S T
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W A
P
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BARSCALE
SCALE =
P1
1:10
GENERAL NOTES
A. DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONS.
B. REFER INCONSISTENCIES TO USAID COR PRIOR TO
COMMENCING THE WORK IN AFFECTED AREA.
C. ITEMS ARE SHOWN DIAGRAMMATICALLY ON DRAWINGS. VERIFY
SPACE REQUIREMENTS AND DIMENSIONS IN FIELD TO FIT THE
WORK PROPERLY.
D. NOTES SHOWN ON ONE DRAWING APPLY TO ALL SIMILIAR
DRAWINGS.
E. GROUT FILL EVERY FIFTH CMU CORE VERTICALLY FOR ADDED
WALL STABILIZATION.
F. UNLESS NOTED OTHERWISE, ALL DOOR JAMBS TO BE SET 200mm
FROM ADJACENT MASONRY WALLS.
SCALE =
P1.1
1:10
SCALE =
P1.2
1:10
SCALE =
P3
1:10
SCALE =
P3.1
1:10
NOTE:
1. REFER TO BUILDING AND WALL SECTION
DWGS FOR WALL TYPE VARIANCE WITH
SINGLE STUD.
2. REFER TO PLAN DWGS FOR WALL THICKNESS
3. CONFIRM WALL FINISHES WITH FINISH SCHEDULE,
PLAN, AND SECTION DWGS
SCALE =
P2.2
1:10
SCALE =
P2.1
1:10
SCALE =
P2
1:10
SCALE =
P1.3
1:10
AutoCAD SHX Text 1:10
AutoCAD SHX Text 0.5
AutoCAD SHX Text
AutoCAD SHX Text 1m
100mm RC SLAB WITH A98
MESH ON 250 MICRON
DPM ON 50mm LEAN
CONCRETE ON SELECTED
GRANULAR COMPACTED
FILL
SELECTED GRANULAR
COMPACTED SOIL(SEE
NOTE 4,
UNDER GENERAL
EARTHWORKS
NOTES FOR COMPACTION
AND
REFER TO THE
SPECIFICATION)
100mm FLOOR SLAB
A98 WIREMESH
250 MICRON DPM
50mm LEAN
CONCRETE(C10)
SCALE: 1:10
FOUNDATION SECTION 3-3
SCALE: 1:10
DETAIL 1
R8 LINK FROM
BEAM BENT INTO SLAB
CORNER BARS DETAIL (PLAN)
SCALE: 1:10
2T12
2T12
2T12
CORNER BARS
2T12
CORNER BARS
T-JUNCTION BARS DETAIL (PLAN)
SCALE: 1:10
2T12
T12
CORNER BARS
2T12
2T12
A98
WIREMESH
R8 LINKS
1T121T12
DETAIL 1
SCALE: 1:5
2T12
FOUNDATION SECTION 1-1
1T12
1T12
DPC
DPC
DPC
750MIN LAP
FINAL GRADE
TREATEDTO APRON/
DRAIN LENGTH
100mm RC SLAB WITH A98
MESH ON 250 MICRON
DPM ON 50mm LEAN
CONCRETE ON SELECTED
GRANULAR COMPACTED
FILL
FOUNDATION SECTION 6-6
SCALE: 1:10
750MIN LAP750MIN LAP
EXISTING GRADE
EXISTING GRADE
FINAL GRADE
TREATEDTO APRON/
DRAIN LENGTH
250 MICRON DPM
250 MICRON DPM
1T12
1T12- BOTTOM
1T12- BOTTOM
1T12- BOTTOM
1T12- BOTTOM
1T12- BOTTOM
THIS EXTRA BAR MUST
FOLLOW STIRRUP PITCH
AND PLACED ALONG
BEAM LENGTH. THIS IS FOR
BEAMS UNDER THE
INTERIOR WALLS.
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ALL DIMENSIONS SHOWN IN CALLOUTS
AND/OR NOTES ARE IN MILLIMETERS
UNLESS NOTED OTHERWISE
N
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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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S T
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F O
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A I L
S
BARSCALE
1:10
2000 400 1000mm
SCALE =
FOUNDATION DETAILS
1:10
BLOCK CAVITY FILLED
WITH GROUT
GRADE
BEAM
CONCRETE
BLOCKS
DOUBLE CMU REBAR DETAIL
SCALE: 1:50
BLOCK CAVITY FILLED WITH
GROUT
CMU - BEAM CONNECTION DETAIL
SCALE: 1:50
200 x 200 RC
BLOCK BEAM
4T12
BLOCK CAVITY
FILLED WITH GROUT
CONCRETE
BLOCKS
4T12
R8-150
2x2T12
SECTION 1-1
SCALE: 1:25
NOTE
1. SEE SHEETS C-A-504, S-A-504 FOR MASONRY
LATERAL REINFORCEMENTS
A
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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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D-S-502
S T
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W I N
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C M
U
D
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A I L
S
BARSCALE
1:25
5000 1000 2500mm
SCALE =
CMU DETAILS
1:25
A98 WIREMESH
DMP
150mm HARDCORE
50mm SAND BLINDING
CJ
0.300
VARIES FROM
+0.000 to -0.035
150mm HARDCORE
50mm SAND BLINDING
D-S-503
150 RC SLAB
0.300-
SCALE =
RAMP SECTION
1:20
100mm VERANDA SLAB
A98 WIREMESH
150mm HARDCORE
50mm SAND BLINDING
4T12
R8@200C/C
MESH LAPPING
BEAM EDGE BY 250
200X400 RC END BEAM
SCALE =
RAMP END DETAIL
1:10
A
B
C
D
E
F
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2 3 4 5 6 7 8 9 10 11
D E
S I G
N E
D
B
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D R
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N
B
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C H
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K E
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S U
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I T
T E
D
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S I Z
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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).
S E
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D-S-503
S T
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D A
A
W I N
G S
R A
C
T I O
N
A
A
BARSCALE
1:20
4000 800 2000mm
SCALE =
RAMP SECTION A-A
1:20
R
100mm FLOOR SLAB
A98 WIREMESH
SELECTED GRANULAR
COMPACTED SOIL
(SEE NOTE 4, UNDER
GENERAL EARTHWORKS
NOTES FOR COMPACTION
AND REFER TO THE
SPECIFICATION)
50mm LEAN
CONCRETE
VERTICAL REINFORCEMENT
4T16
SCALE =
SECTION 2
1:10
D-S-504
2T16
2T16
R8-200 c/c
SCALE =
SECTION 1
1:10
D S
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10 11
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S I G
N E
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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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A
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THIS PROJECT, MALAWI SECONDARY EDUCATION EXPANSION FOR
DEVELOPMENT (SEED) PROJECT, WAS MADE POSSIBLE BY THE
SUPPORT OF THE AMERICAN PEOPLE THROUGH THE UNITED
STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND
THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).
S E
A C
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P
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K A
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D-S-504
S T
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A
W I N
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C O
L U
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A I L
S
BARSCALE
1:10
2000 400 1000mm
SCALE =
COLUMN DETAILS
DETAIL A (PLAN)
SCALE: 1:10
2T12
2T12
2T12
CORNER BARS
2T12
CORNER BARS
DETAIL B (PLAN)
SCALE: 1:10
2T12
T12
CORNER BARS
2T12
2T12
2T12
DETAIL C (PLAN)
SCALE: 1:103
T12
CORNER BARS
2T12
2T12
2T12
2T12
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10 11
D E
S I G
N E
D
B
Y
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
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S I Z
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I S
S U
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D
A T
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ALL DIMENSIONS SHOWN IN CALLOUTS
AND/OR NOTES ARE IN MILLIMETERS
UNLESS NOTED OTHERWISE
N
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N D
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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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Y
P
A C
K A
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G C
T N
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D-S-505
S T
A N
D A
A
W I N
G S
B O
A
M
D
E T
A I L
S
BARSCALE
1:10
2000 400 1000mm
SCALE =
BOND BEAM DETAILS
1 1
2 2
SCALE =
DETAIL A
1:5
SCALE =
DETAIL B
1:5
254x160x8THICK MS BASE
PLATE WELDED TO TRUSS
BOTTOM CHORD
2NO. Ø16 U-BOLT CAST 150
DEEP IN CONCRETE BEAM
2NO. Ø16 U-BOLT CAST 150
DEEP IN CONCRETE BEAM
254x160x8THICK MS BASE
PLATE WELDED TO TRUSS
BOTTOM CHORD
4NO. Ø18 HOLES
FOR Ø16 U-BOLTS
254x160x8THICK MS BASE
PLATE WELDED TO TRUSS
BOTTOM CHORD
200 WIDE BEAMS
49 31 49
6mm FILLET WELD
4NO. Ø18 SLOTTED
HOLES FOR Ø16
U-BOLTS
254x160x8THICK MS BASE
PLATE WELDED TO TRUSS
BOTTOM CHORD
200 WIDE BEAMS
49 31 49
6mm FILLET WELD
SCALE =
1-1
1:5
SCALE =
2-2
1:5
100 100
100 100
20 20
100 100
A
C-S-510
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
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Y
S U
B M
I T
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D
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Y
S I Z
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I S
S U
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D
A T
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SHEET ID
PLOTTED:
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ALL DIMENSIONS SHOWN IN CALLOUTS
AND/OR NOTES ARE IN MILLIMETERS
UNLESS NOTED OTHERWISE
F
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THIS PROJECT, MALAWI SECONDARY EDUCATION EXPANSION FOR
DEVELOPMENT (SEED) PROJECT, WAS MADE POSSIBLE BY THE
SUPPORT OF THE AMERICAN PEOPLE THROUGH THE UNITED
STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND
THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).
S E
A C
I L I T
Y
P
A C
K A
G E
G C
T N
T N
S E
E D
S
T D
S
D
W G
D-S-506
S T
A N
D A
A
W I N
G S
T R
U S
S
H
O L
D
D
O W
N
S
T
A I L
S
BARSCALE
1:5
1000 200 500mm
SCALE =
TRUSS HOLD DOWN SET DETAILS
1:5
600 900
12000
1800 1800 9001800 1800 900 600900
6000 6000
B
D
D
A
B
B
B
AA
C
C
A
TRUSS T2 MEMBER SIZES
MEMBER ID
SIZE DESCRIPTION
C
B
2x45x45x5Lx3.38kg/m
A
D
D
C
C C
C
D D
C-S-508
C-S-509
C-S-509
D D
D
2x40x40x5Lx2.97kg/m
2x30x30x5Lx2.18kg/m
2x25x25x5Lx1.77kg/m
D
600 900
12000
1800 1800 9001800 1800 900 600900
6000 6000
B
B
C
AA
C
TRUSS T1 MEMBER SIZES
MEMBER ID
SIZE DESCRIPTION
C
B
2x50x50x5Lx4.50kg/m
A
D
D
C
CC
C
D D
C-S-508
C-S-508
C-S-508
C-S-508
C-S-508
C-S-508
C-S-508
D D
D
2x45x45x5Lx3.38kg/m
2x40x40x5Lx2.97kg/m
2x25x25x5Lx1.77kg/m
D
C-S-508
D
C
C
D
SCALE: 1:25
TRUSS T2
SCALE: 1:25
TRUSS T1
D
D
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
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SHEET ID
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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).
S E
A C
I L I T
Y
P
A C
K A
G E
G C
T N
T N
S E
E D
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T D
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D
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D-S-507
S T
A N
D A
A
W I N
G S
T R
U S
S
S
E C
T I O
N S
BARSCALE
1:25
5000 1000 2500mm
SCALE =
TRUSS SECTIONS
1:25
SCALE =
DETAIL B
1:5
SCALE =
DETAIL A
1:5
SCALE =
DETAIL C
1:5
SCALE =
DETAIL D
1:5
SCALE =
DETAIL E
1:5
8mmTHICK MS
GUSSET PLATE
8mm THICK MS
GUSSET PLATE
8mm THICK MS
GUSSET PLATE
8mm THICK MS
GUSSET PLATE
8mm THICK MS
GUSSET PLATE
6mm FILLET WELD
6mm FILLET WELD
6mm FILLET WELD
6mm FILLET WELD
8mm MS SPLICE PLATE
SCALE =
DETAIL F
1:5
8mm THICK MS
GUSSET PLATE
6mm FILLET WELD
6mm FILLET WELD
SCALE =
DETAIL G
1:5
SCALE =
DETAIL H
1:5
8mm THICK MS
GUSSET PLATE
6mm FILLET WELD
M16 BOLTS
M16 BOLTS
M16 BOLTS
M16 BOLTS
M16 BOLTS
M16 BOLTS
M16 BOLTS
SCALE =
DETAIL I
1:5
6mm FILLET WELD
8mm THICK MS
GUSSET PLATE
M12 BOLT
Purlin
100x75x6L cleat x 80mm wide
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10 11
D E
S I G
N E
D
B
Y
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
I S
S U
E
D
A T
E
T A
D
C O
N T
R A
M A
R K
D E
S C
R I P
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SHEET ID
PLOTTED:
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ALL DIMENSIONS SHOWN IN CALLOUTS
AND/OR NOTES ARE IN MILLIMETERS
UNLESS NOTED OTHERWISE
F
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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
T N
T N
S E
E D
S
T D
S
D
W G
D-S-508
S T
A N
D A
A
W I N
G S
T R
U S
S
C
O N
N E
C T
I O
N
D
E T
A I L
S
BARSCALE
1:5
1000 200 500mm
SCALE =
TRUSS CONNECTION DETAILS, 1 OF 2
SCALE =
DETAIL N_GENERAL VERTICAL TRUSS SECTION
1:5
D-S-509
TOP CHORD MEMBERS
PLACED BACK TO BACK
TOP CHORD MEMBERS
PLACED BACK TO BACK
VERTICAL TRUSS MEMBERS
PLACED BACK TO BACK
GUSSET PLATE
(SEE ELEVATIONAL DETAILS)
SCALE =
DETAIL J
1:5
6mm FILLET WELD
8mm THICK MS
GUSSET PLATE
M16 BOLTS
SCALE =
DETAIL K
1:5
8mm THICK MS
GUSSET PLATE
M16 BOLTS
6mm FILLET WELD
SCALE =
DETAIL L
1:5
6mm FILLET WELD
8mm THICK MS
GUSSET PLATE
M16 BOLTS
SCALE =
DETAIL M
1:5
6mm FILLET WELD
M16 BOLTS
8mm THICK MS
GUSSET PLATE
6mm FILLET WELD
M12 BOLTS
SCALE =
DETAIL P(PLAN)
BRACING TYPICAL DETAIL
1:5
6mm THICK MS
GUSSET PLATE
M12 BOLTS
6mm THICK MS
GUSSET PLATE
(WELDED ON TOP
OF TRUSS TOP CHORD)
6mm FILLET WELD
SCALE =
DETAIL Q(PLAN)
1:5
SCALE: 1:5
SECTION 1
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10 11
D E
S I G
N E
D
B
Y
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
I S
S U
E
D
A T
E
T A
D
C O
N T
R A
M A
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D E
S C
R I P
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N D
A T
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SHEET ID
PLOTTED:
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ALL DIMENSIONS SHOWN IN CALLOUTS
AND/OR NOTES ARE IN MILLIMETERS
UNLESS NOTED OTHERWISE
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E C
H
THIS PROJECT, MALAWI SECONDARY EDUCATION EXPANSION FOR
DEVELOPMENT (SEED) PROJECT, WAS MADE POSSIBLE BY THE
SUPPORT OF THE AMERICAN PEOPLE THROUGH THE UNITED
STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND
THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).
S E
A C
I L I T
Y
P
A C
K A
G E
G C
T N
T N
S E
E D
S
T D
S
D
W G
D-S-509
S T
A N
D A
A
W I N
G S
T R
U S
S
C
O N
N E
C T
I O
N
D
E T
A I L
S
BARSCALE
1:5
1000 200 500mm
SCALE =
TRUSS CONNECTION DETAILS, 2 OF 2
25x25x5x1.77kg/m ANGLES
WELDED TO THE PLATE
100x100x8 PLATE
WELDED TO THE
RHS
D S
25x25x5x1.77kg/m ANGLES FOR MOUNTING
THE FASCIA BOARD
25x25x5x1.77kg/m ANGLES FOR
MOUNTING THE FASCIA BOARD
WELDED TO TRUSS END PLATE
AS SHOWN
FASCIA CONNECTORS AT
STRATEGIC POINTS WITHIN
1m TO SUPPLIERS DETAILS
6mm FILLET WELD
TRUSS
SCALE: 1:2
ELEVATION
SCALE: 1:2
DETAIL A
TIMBER FASCIA
BOARD
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10 11
D E
S I G
N E
D
B
Y
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
I S
S U
E
D
A T
E
T A
D
C O
N T
R A
M A
R K
D E
S C
R I P
T I O
N D
A T
E
SHEET ID
PLOTTED:
2/22/2022 11:06:03 PM
F
A
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A I D
O
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FOR PROCUREMENT
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Z:\SHARED\PROJECTS\127-44525-19001\CAD\SHEETFILES\01_FACILITIES\+SRG 2 AMENDED FACILTY DRAWINGS\60_STN_STANDARD\STRUCTURAL\SEED_STD-S-500.DWG
ALL DIMENSIONS SHOWN IN CALLOUTS
AND/OR NOTES ARE IN MILLIMETERS
UNLESS NOTED OTHERWISE
F
O
C U
R E
M E
N T
T E
T R
A
T
E C
H
THIS PROJECT, MALAWI SECONDARY EDUCATION EXPANSION FOR
DEVELOPMENT (SEED) PROJECT, WAS MADE POSSIBLE BY THE
SUPPORT OF THE AMERICAN PEOPLE THROUGH THE UNITED
STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND
THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).
S E
A C
I L I T
Y
P
A C
K A
G E
G C
T N
T N
S E
E D
S
T D
S
D
W G
D-S-510
S T
A N
D A
A
W I N
G S
F A
S C
I
A
L A
N
N E
C T
I O
N
D
E T
A I L
S
BARSCALE
1:2
0 200mm12040 80
SCALE =
FASCIA BOARD - PLATE CONNECTION DETAILS
1:2
36.9 m²
LATRINE
GIRLS
D S
D S
D S
D S
D S
D S
FINISHED WITH SCREED TO DEFINE A SLOPE OF
1:200
FINISHED WITH SCREED TO DEFINE A SLOPE OF
1:200
FINISHED WITH SCREED TO DEFINE A SLOPE OF
1:200
ADDITIONAL 100mm THICK CONCRETE
MATCHING THE LEVEL OF SLAB BETWEEN THE
TWO FLOOR HATCHES
SCALE =
MALE LATRINE
1:50
SCALE =
FEMALE LATRINE
1:50
SCALE =
TEACHER LATRINE
1:50
SCALE =
TEACHER HOUSE LATRINE
1:50
D S
D S
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
Y
S I Z
E
I S
S U
E
D
A T
E
T A
D
C O
N T
R A
M A
R K
D E
S C
R I P
T I O
N D
A T
E
SHEET ID
PLOTTED:
2/22/2022 11:06:06 PM
F
A
B
R U
A R
Y
A I D
O
A A
I
FOR PROCUREMENT
P L
T
E
F I L
E
N
A M
E
Z:\SHARED\PROJECTS\127-44525-19001\CAD\SHEETFILES\01_FACILITIES\+SRG 2 AMENDED FACILTY DRAWINGS\60_STN_STANDARD\STRUCTURAL\SEED_STD-S-500.DWG
ALL DIMENSIONS SHOWN IN CALLOUTS
AND/OR NOTES ARE IN MILLIMETERS
UNLESS NOTED OTHERWISE
F
O
C U
R E
M E
N T
T E
T R
A
T
E C
H
THIS PROJECT, MALAWI SECONDARY EDUCATION EXPANSION FOR
DEVELOPMENT (SEED) PROJECT, WAS MADE POSSIBLE BY THE
SUPPORT OF THE AMERICAN PEOPLE THROUGH THE UNITED
STATES AGENCY FOR INTERNATIONAL DEVELOPMENT (USAID) AND
THE PRESIDENT'S EMERGENCY PLAN FOR AIDS RELIEF (PEPFAR).
S E
A C
I L I T
Y
P
A C
K A
G E
G C
T N
T N
S E
E D
S
T D
S
D
W G
D-S-511
S T
A N
D A
A
W I N
G S
L A
T R
I N
E
D
R A
I N
A G
A
N S
BARSCALE
1:50
10000 2000 5000mm
SCALE =
LATRINE DRAINAGE PLANS
1:50
INSIDE THE
BUILDING
EXTERNAL
WALL
GRADE
BEAM
SCREED FINISH TO 2%
SLOPE
A98 WIRE MESH
100mm REINFORCED
CONCRETE SLAB.
CONCRETE GRADE:C25
SELECTED GRANULAR
COMPACTED SOIL(SEE
NOTE 4, UNDER GENERAL
EARTHWORKS NOTES FOR
COMPACTION AND REFER
TO THE SPECIFICATION)
INSIDE THE
BUILDING
EXTERNAL
WALL
GRADE
BEAM
2% SLOPE
100mm REINFORCED
CONCRETE SLAB.
CONCRETE GRADE:C25
25mm ISOLATION
JOINT
A98 WIRE MESH
EXISTING SUBGRADE
INSIDE THE
BUILDING
EXTERNAL
WALL
GRADE
BEAM
SELECTED GRANULAR
COMPACTED SOIL(SEE NOTE 4,
UNDER GENERAL EARTHWORKS
NOTES FOR COMPACTION AND
REFER TO THE SPECIFICATION)
EXISTING SUBGRADE
FILL THE GAP WITH SCREED
TO LEVEL OF HATCH COVER
100 THICK RC HATCH COVER
FILL WITH LEAN
CONCRETE TO MAKE
HATCH WATER TIGHT
50mm RECESS
PROTECTED BY 50x50x5
ANGLE IRON CAST IN
CONCRETE WITH FISH TAIL
ANCHORS
150mm HARDCORE
50mm SAND BLINDING
MASS CONCRETE BEAM
CONCRETE GRADE:C25
A142 WIRE MESH
FISH TAIL ANCHORS MADE
FROM Ø12mm BARS WELDED
TO CORNER ANGLE IRON AND
CAST IN CONCRETE
SCALE =
SECTION 1-1: APRON SECTION ON HATCH
1:10
SCALE =
SECTION 3-3:TYPICAL APRON DETAIL
1:10
EXISTING SUBGRADE
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…
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