J2 Facility Drawings_GENERAL.pdf

FOR PROCUREMENT

SECONDARY EDUCATION EXPANSION FOR

DEVELOPMENT (SEED)

FACILITY PACKAGE

PLOTTED: 2/23/2022 10:18:48 PMZ:\SHARED\PROJECTS\127-44525-19001\CAD\SHEETFILES\01_FACILITIES\+SRG 2 AMENDED FACILTY DRAWINGS\00_GEN_GENERAL\SEED_G-001_OPT2.DWG

23 FEBRUARY 2022

THE CONTENTS OF THIS DOCUMENT ARE THE SOLE RESPONSIBILITY OF

THE CONTRACTOR AND DO NOT NECESSARILY REFLECT THE VIEWS OF

USAID OR THE UNITED STATES GOVERNMENT.

THE DRAWINGS CONTAINED HEREIN WERE DEVELOPED BY TETRA TECH

INC, MARLBOROUGH, MA UNDER CONTRACT NO. AID-OAA-I-15-00052,

TASK ORDER NO. 72061219F00002.

TETRA TECH

SEED CONTRACT MANAGEMENT CONSULTANT

SEED RURAL GROUP 2 CONSTRUCTION SERVICES

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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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INDEX OF DRAWINGS

BLDG

ID

SHEET REF.

NUMBER

ISSUE

STATUS TITLE

GENERAL DRAWINGS

G-001 COVER SHEET

G-011 INDEX OF DRAWINGS, 1 OF 2

G-011 INDEX OF DRAWINGS, 2 OF 2

G-020 LEGEND AND ABBREVIATIONS

G-021 GENERAL NOTES

CLASSROOM

ARCHITECTURAL

C A-101 FLOOR PLAN

C A-102 ROOF PLAN

C A-130 REFLECTED CEILING PLAN

C A-201 EXTERIOR ELEVATIONS, 1 OF 2

C A-202 EXTERIOR ELEVATIONS, 2 OF 2

C A-301 BUILDING SECTIONS, 1 OF 3

C A-302 BUILDING SECTIONS, 2 OF 3

C A-303 BUILDING SECTIONS, 3 OF 3

C A-401 WALL SECTIONS, 1 OF 2

C A-402 WALL SECTIONS, 2 OF 2

C A-501 SECTION DETAILS, 1 OF 3

C A-502 SECTION DETAILS, 2 OF 3

C A-503 SECTION DETAILS, 3 OF 3

C A-504 PLAN DETAILS

C A-901 FURNITURE PLAN

STRUCTURAL

C S-101 FOUNDATION PLAN

C S-102 FLOOR SLAB PLAN

C S-103 BOND BEAM / TIE BEAM LAYOUT

C S-104 ROOF PLAN - TOP CHORD FRAMING

C S-105 ROOF PLAN - BOTTOM CHORD FRAMING

C S-106 CLERESTORY FRAMING PLAN

C S-301 SECTION X-X

C S-302 SECTION Y-Y

C S-501 GRADE BEAM REINFORCEMENT

C S-502 BOND BEAM REINFORCEMENT

C S-503 TIE BEAM REINFORCEMENT

C S-504 INTERNAL TRUSS T3 SECTION

C S-505 RAFTER - TRUSS T3 CONNECTION DETAILS

LIFE SAFETY

C LS-101 LIFE SAFETY PLAN

SCIENCE CLASSROOM

ARCHITECTURAL

S A-101 FLOOR PLAN

S A-102 ROOF PLAN

S A-130 REFLECTED CEILING PLAN

S A-201 EXTERIOR ELEVATIONS, 1 OF 2

S A-202 EXTERIOR ELEVATIONS, 2 OF 2

S A-301 BUILDING SECTIONS

S A-401 WALL SECTIONS, 1 OF 2

S A-402 WALL SECTIONS, 2 OF 2

S A-501 SECTION DETAILS, 1 OF 3

S A-502 SECTION DETAILS, 2 OF 3

S A-503 SECTION DETAILS, 3 OF 3

S A-504 PLAN DETAILS

S A-505 CASEWORK DETAILS, 1 OF 2

S A-506 CASEWORK DETAILS, 2 OF 2

S A-901 FURNITURE PLAN

STRUCTURAL

S S-101 FOUNDATION PLAN

S S-102 FLOOR SLAB PLAN

S S-103 BOND BEAM LAYOUT

S S-104 ROOF TOP CHORD FRAMING PLAN

S S-105 ROOF BOTTOM CHORD FRAMING PLAN

S S-106 CLERESTORY FRAMING PLAN

S S-301 SECTION X

S S-302 SECTION Y

S S-303 SECTION Z

S S-501 GRADE BEAM REINFORCING DETAILS

S S-502 BOND BEAM REINFORCING DETAILS

LIFE SAFETY

S LS-101 LIFE SAFETY PLAN

TEACHER HOUSING

ARCHITECTURAL

T A-101 FLOOR PLAN

T A-102 ROOF PLAN

T A-103 ENLARGED FLOOR PLAN

T A-201 EXTERIOR ELEVATIONS, 1 OF 3

INDEX OF DRAWINGS

BLDG

ID

SHEET REF.

NUMBER

ISSUE

STATUS TITLE

T A-202 EXTERIOR ELEVATIONS, 2 OF 3

T A-203 EXTERIOR ELEVATIONS, 3 OF 3

T A-204 INTERIOR ELEVATIONS, 1 OF 3

T A-205 INTERIOR ELEVATIONS, 2 OF 3

T A-206 INTERIOR ELEVATIONS, 3 OF 3

T A-301 BUILDING SECTIONS, 1 OF 2

T A-302 BUILDING SECTIONS, 2 OF 2

T A-401 WALL SECTIONS, 1 OF 2

T A-402 WALL SECTIONS, 2 OF 2

T A-501 DETAILS

T A-502 PLAN DETAILS

T A-901 FURNITURE PLAN

T A-902 FURNITURE DETAILS

STRUCTURAL

T S-101 FOUNDATION PLAN

T S-102 SLAB LAYOUT

T S-103 BOND BEAM LAYOUT

T S-104 ROOF FRAMING PLAN

T S-105 LATRINE DRAWINGS, 1 OF 2

T S-106 LATRINE DRAWINGS, 2 OF 2

T S-301 SECTION X

T S-501 VERANDA STEEL COLUMN FOUNDATION DETAILS

T S-502 RC BEAM 8 DETAILS

T S-503 GRADE BEAM DETAILS

T S-504 RC COLUMN C1 DETAILS

T S-505 ROOF CONNECTION DETAILS, 1 OF 4

T S-506 ROOF CONNECTION DETAILS, 2 OF 4

T S-507 ROOF CONNECTION DETAILS, 3 OF 4

T S-508 ROOF CONNECTION DETAILS, 4 OF 4

T S-509 BOND BEAM DETAILS

LIFE SAFETY

T LS-101 LIFE SAFETY PLAN

STUDENT LATRINE

ARCHITECTURAL

L A-101 MALE LATRINE FLOOR AND ROOF PLAN

L A-102 FEMALE LATRINE FLOOR AND ROOF PLAN

L A-103 ENLARGED FLOOR PLANS, 1 OF 2

L A-104 ENLARGED FLOOR PLANS, 2 OF 2

L A-201 EXTERIOR ELEVATIONS, 1 OF 4

L A-202 EXTERIOR ELEVATIONS, 2 OF 4

L A-203 EXTERIOR ELEVATIONS, 3 OF 4

L A-204 EXTERIOR ELEVATIONS, 4 OF 4

L A-301 BUILDING SECTIONS, 1 OF 3

L A-302 BUILDING SECTIONS, 2 OF 3

L A-303 BUILDING SECTIONS, 3 OF 3

L A-501 PLAN DETAILS & MISCELLANEOUS DETAILS

L A-502 STAIR DETAILS

L A-901 SIGNAGE

STRUCTURAL - STANDARD DESIGN

L S-101 FOUNDATION PLANS

L S-102 PLAN AT PIT

L S-103 GROUND FLOOR SLAB LAYOUT

L S-104 SLAB REINFORCING PLAN

L S-105 BOND BEAM LAYOUT

L S-106 ROOF FRAMING PLAN

L S-301 MALE LATRINE SECTION X-X

L S-302 FEMALE LATRINE SECTION Y-Y

L S-501 MALE & FEMALE STUDENT LATRINE FOUNDATION BEAMS

L S-502 WATER TANK REINFORCING DETAILS

STRUCTURAL - SHALLOW PIT DESIGN

L S-111 FOUNDATION PLANS

L S-112 PLAN AT PIT

L S-113 GROUND FLOOR SLAB LAYOUT

L S-114 SLAB REINFORCING PLAN

L S-115 BOND BEAM LAYOUT

L S-116 ROOF FRAMING PLAN

L S-311 MALE LATRINE SECTION X-X

L S-312 FEMALE LATRINE SECTION Y-Y

L S-511 MALE & FEMALE STUDENT LATRINE FOUNDATION BEAMS

L S-512 WATER TANK REINFORCING DETAILS

LIFE SAFETY

L LS-101 LIFE SAFETY PLAN

L LS-102 LIFE SAFETY PLAN

TEACHER LATRINE

ARCHITECTURAL

R A-101 FLOOR AND ROOF PLANS

R A-102 ENLARGED FLOOR PLANS, 1 OF 2

RA A-103 ENLARGED FLOOR PLANS, 2 OF 2

R A-201 EXTERIOR ELEVATIONS, 1 OF 2

INDEX OF DRAWINGS

BLDG

ID

SHEET REF.

NUMBER

ISSUE

STATUS TITLE

R A-202 EXTERIOR ELEVATIONS, 2 OF 2

R A-203 INTERIOR ELEVATIONS

R A-301 BUILDING SECTIONS

R A-501 PLAN DETAILS

R A-502 STAIR DETAILS

R A-901 SIGNAGE

STRUCTURAL - STANDARD DESIGN

R S-101 FOUNDATION PLAN

R S-102 PIT PLAN

R S-103 GROUND FLOOR SLAB LAYOUT

R S-104 SLAB REINFORCING PLAN

R S-105 BOND BEAM LAYOUT

R S-106 ROOF FRAMING PLAN

R S-301 SECTION X

R S-501 FOUNDATION BEAM DETAILS

R S-502 WATER TANK REINFORCING DETAILS

STRUCTURAL - SHALLOW PIT DESIGN

R S-111 FOUNDATION PLAN

R S-112 PIT PLAN

R S-113 GROUND FLOOR SLAB LAYOUT

R S-114 SLAB REINFORCING PLAN

R S-115 BOND BEAM LAYOUT

R S-116 ROOF FRAMING PLAN

R S-311 SECTION X

R S-511 FOUNDATION BEAM DETAILS

R S-512 WATER TANK REINFORCING DETAILS

LIFE SAFETY

R LS-101 LIFE SAFETY PLAN

SHEET REFERENCE

NUMBER SYSTEM

FORMAT: F-D-###

F BUILDING ID

C CLASSROOM

S SCIENCE CLASSROOM

T TEACHER HOUSING

L STUDENT LATRINE

R TEACHER LATRINE

D STANDARD DRAWINGS

D DISCIPLINE

G GENERAL

A ARCHITECTURAL

S STRUCTURAL

C SITE

LS LIFE SAFETY

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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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INDEX OF DRAWINGS

BLDG

ID

SHEET REF.

NUMBER

ISSUE

STATUS TITLE

STANDARD DRAWINGS

ARCHITECTURAL

D A-510 CONCRETE SCREEN WALL DETAILS

D A-511 MASONRY VENT DETAILS

D A-512 LATRINE DETAILS, 1 OF 2

D A-513 LATRINE DETAILS, 2 OF 2

D A-514 ROOF TYPES & DETAILS

D A-515 TEACHING WALL DETAILS

D A-516 FLASHING DETAILS

D A-601 WINDOW TYPES, 1 OF 3

D A-602 WINDOW TYPES, 2 OF 3

D A-603 WINDOW TYPES, 3 OF 3

D A-604 WINDOW DETAILS, 1 OF 2

D A-605 WINDOW DETAILS, 2 OF 2

D A-606 DOOR SCHEDULE AND TYPES, 1 OF 2

D A-607 DOOR SCHEDULE AND TYPES, 2 OF 2

D A-608 FINISH SCHEDULE

D A-701 WALL TYPES

STRUCTURAL

D S-501 FOUNDATION DETAILS

D S-502 CMU DETAILS

D S-503 RAMP SECTION A-A

D S-504 COLUMN DETAILS

D S-505 BOND BEAM DETAILS

D S-506 TRUSS HOLD DOWN SET DETAILS

D S-507 TRUSS SECTIONS

D S-508 TRUSS CONNECTION DETAILS, 1 OF 2

D S-509 TRUSS CONNECTION DETAILS, 2 OF 2

D S-510 FASCIA BOARD - PLATE CONNECTION DETAILS

D S-511 LATRINE DRAINAGE PLANS

D S-512 LATRINE APRON DETAILS

SITE

D C-501 ROAD AND SIDEWALK DETAILS

D C-502 SITE STAIR AND SILT FENCE DETAILS

D C-503 ROOF DRAINAGE APRON DETAILS

D C-504 DRAINAGE DETAILS

D C-505 CLASSROOM/SCIENCE CLASSROOM GRADING DETAIL

D C-506 SITE DRAINAGE CONTROL DETAILS

D C-507 SOAKAWAY PIT DETAILS

D C-508 TEACHERS HOUSE SOAKAWAY PIT LAYOUT

D C-509 PROJECT INFORMATION BOARD

D C-510 SHALLOW WELL WITH HAND PUMP DETAIL - PLAN

D C-511 SHALLOW WELL WITH HAND PUMP DETAIL - SECTION

D C-512 SPEED HUMPS AND DETAILS

SHEET REFERENCE

NUMBER SYSTEM

FORMAT: F-D-###

F BUILDING ID

C CLASSROOM

S SCIENCE CLASSROOM

T TEACHER HOUSING

L STUDENT LATRINE

R TEACHER LATRINE

D STANDARD DRAWINGS

D DISCIPLINE

G GENERAL

A ARCHITECTURAL

S STRUCTURAL

C SITE

LS LIFE SAFETY

NOTE: REFER TO FINISH PLANS FOR ROOM FINISH

KEY

AND ADDITIONAL ABBREVIATIONS

AAD AUTOMATIC AIR DAMPER

AB ANCHOR BOLT, AIR BARRIER

AC ALTERNATING CURRENT

ACCMP ASPHALT COATED CORR METAL PIPE

ACM ASBESTOS CONTAINING MATERIAL

ACT ACOUSTICAL CEILING TILE

AD AREA DRAIN

ADA AMERICAN DISABILITIES ACT

ADD ADDENDUM

ADDL ADDITIONAL

ADDN ADDITION

ADH ADHESIVE

ADJ ADJACENT

ADR ACCESS DOOR

AESS ARCH EXPOSED STRUCTURAL STEEL

AFF ABOVE FINISH FLOOR

AH ACCESS HATCH

AHU AIR HANDLING UNIT

AIB AIR INFILTRATION BARRIER

ALT ALTERNATE

ALTB ACOUSTICALLY LINED TRANSFER BOX

ALTN ALTERATION ALUM ALUMINUM

AMP AMPERE

ANOD ANODIZED

ANT ACID NEUTRALIZATION TANK

AP ACCESS PANEL

APPROX APPROXIMATE (LY)

APC ARCHITECTURAL PRECAST CONCRETE

ARCH ARCHITECT (URAL)

A/S AIR SEPARATOR

ASB ASBESTOS

ASPH ASPHALT

ATV ATMOSPHERIC VENT

AUD AUDITORIUM

AUTO AUTOMATIC

AVE AVERAGE

B BRICK, BOTTOM

BC BOTTOM OF CURB

BCX BOTTOM CHORD EXTENSION

BD BOARD

BDD BACKDRAFT DAMPER

BFP BACK FLOW PREVENTER

BG BOTTOM GRILLE

BIT BITUMINOUS

BLDG BUILDING BLOCK

BLK BLOCKING BLKG

BM BEAM

BO BY OTHERS

BOD BOTTOM OF DUCT

BOF BOTTOM OF FOOTING

BOS BOTTOM OF STEEL

BOT BOTTOM

BPL BEARING PLATE

BR BOTTOM REGISTER

BRDG BRIDGING

BRG BEARING

BRK BRICK

BRSH BRICKSHELF

BRZ BRONZE

BS BOTH SIDES, BOTTOM OF STAIR

BSMT BASEMENT

BSPL BACKSPLASH

BT BENT

BTU BRITISH THERMAL UNITS

BTUH BRITISH THERMAL UNITS PER HOUR

BUR BUILT-UP ROOFING

BW BOTTOM OF WALL

BWC BACK WATER CHECK VALVE

C CONDUIT, CONVECTOR, CONDENSOR,

COMMON

CA COMPRESSED AIR

CAB CABINET

CB CATCH BASIN, CIRCUIT BREAKER,

CHALKBOARD

CD CEILING DIFFUSER, CONDENSATE DRAIN

CEM CEMENT

CER CERAMIC CF CUBIC FEET, CEILING FAN

CFM CUBIC FEET PER MINUTE

CFLC COLD FORMED LIPPED CHANNEL

CG CEILING GRILLE

CHAN CHANNEL

CI CAST IRON

CIP CAST IN PLACE

CIRC CIRCUMFERENCE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLKG CAULKING

CLL CONTRACT LIMIT LINE

CLR CLEAR (ING) (ENCE)

CLR CLASSROOM

CMP CORRUGATED METAL PANEL

CMU CONCRETE MASONRY UNIT

CO CLEAN OUT

CODP CLEAN OUT DECK PLATE

COL COLUMN

COMB COMBINATION

COMP COMPRESS (ED) (ION) (IBLE), COMPOSITE

CONC CONCRETE

COND CONDENSATE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINOUS

CONTR CONTRACT (OR)

COORD COORDINATE

CORR CORRUGATED, CORRIDOR

COWP CLEAN OUT WALL PLATE

CPVC CHLORINATED POLY VINYL CHLORIDE

CR CEILING REGISTER

CRS COURSE (S)

CSK COUNTERSINK

CSMT CASEMENT

CT CERAMIC BASE TILE

CTD COATED

CTOP COUNTER TOP

CTR CENTER

CU CUBIC

CV CONVECTOR, CURB VALVE

CW COLD WATER

D DEPTH

DB DRY BULB

DC DIRECT CURRENT

DEG DEGREES

DEMO DEMOLISH

DEP DEPRESS (ED) (ION)

DET DETAIL (ED)

DF DRINKING FOUNTAIN

DH DOUBLE HUNG

DI DROP INLET, DUCTILE IRON, DISTILLED

WATER

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DISP DISPENSER

DIST DISTANCE

DIV DIVISION

DL DEAD LOAD

DN DOWN

DO DITTO

DPM DAMP PROOF MEMBRANE

DPR DAMPER

DR DOOR, DEEP RIB

DWG DRAWING

DS DOWNSPOUT, DRAINAGE STRUCTURE

DT DRAIN TILE

DTA DOVETAIL ANCHOR

DTL DETAIL

DWL DOWEL

DWR DRAWER

E EAST

EA EXHAUST AIR, EACH

EAT ENTERING AIR TEMPERATURE

EB EXPANSION BOLT

EC ELECTRICAL CONTRACTOR

ECF ENHANCED CONCRETE FLOORING

EIFS EXTERIOR INSULATION SYSTEM

EF EACH FACE, EXHAUST FAN

EJ EXPANSION JOINT

ELEC ELECTRIC (AL)

ELEM ELEMENT

ELEV ELEVATION

EM EMERGENCY

EMT ELECTRICAL METALLIC TUBING

ENC ENCLOSURE

EOD EDGE OF DECK

EOS EDGE OF SLAB

EQ EQUAL, EQUIVALENT

EQC EQUIPMENT CONTRACTOR

EQUIP EQUIPMENT

ES EXPOSED SURFACE, EXPOSED

STRUCTURE

ESF ELASTIC SHEET FLASHING

ESM ELASTIC SHEET MEMBRANE

EW EACH WAY

EXH EXHAUST

EXG EXISTING

EXP EXPANSION

EXT EXTERIOR, EXTERNAL

F FAHRENHEIT

FA FIRE ALARM

FAI FRESH AIR INTAKE

FCU FAN COOLING UNIT

FD FLOOR DRAIN, FIRE DAMPER

FDC FIRE DEPARTMENT CONNECTION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR, FACTORY FINISH

FFE FINISH FLOOR ELEVATION

FFL FINISH FLOOR LINE

FG FLOOR GRILLE

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FIN FINISH (ED)

FIXT FIXTURE

FL FLUSH

FLD FLOOR DUCT

FLEX FLEXIBLE

FLG FLASHING

FLR FLOOR (ING)

FLUOR FLUORESCENT

FM FLOOR MOUNTED

FMC FLEXIBLE METAL CONDUIT

FND FOUNDATION

FOB FREIGHT ON BOARD, FLAT ON BOTTOM

FOT FLAT ON TOP

FP FIREPROOF (ING)

FPM FEET PER MINUTE

FR FRAME, FLOOR REGISTER

FRA FRESH AIR

FRC FIRE RESISTANT COATING

FRP FIBERGLASS REINFORCED PANEL

FRT FIRE RETARDANT

FS FLOOR SINK

FSD FIRE AND SMOKE DAMPER

FT FEET, FLOOR TREATMENT

FTG FOOTING

FTR FIN TUBE RADIATION

FV FLUSH VALVE

G GAS, GLYCOL

GA GAUGE

GAL GALLON

GALV GALVANIZED

GASK GASKET (ED)

GC GENERAL CONTRACT (OR)

GCMU GLAZED CONCRETE MASONRY UNIT

GCO GRADE CLEANOUT GF GROUND FACE

GL GLASS, GLAZING

GND GROUND

GPM GALLONS PER MINUTE

GR GRADE (ING), GLYCOL RETURN

GS GLYCOL SUPPLY

GVL GRAVEL

GWB GYPSUM WALL BOARD

GYP GYPSUM

H HEIGHT

HB HOSE BIB

HBD HARD BOARD

HC HANDICAP

HD HEAVY DUTY

HDPE HIGH DENSITY POLYETHYLENE

HDR HEADER

HDW HARDWARE

HG HOT GLYCOL

HIP HIGH IMPACT PANEL

HM HOLLOW METAL

HORZ HORIZONTAL

HPC HIGH PERFORMANCE COATING

HPL HIGH PRESSURE LAMINATE

HR HANDRAIL, HOUR

HT HEIGHT

HTG HEATING

HV HIGH VOLTAGE

ID INSIDE DIAMETER

IE INVERT ELEVATION

INCL INCLUDE (D) (ING)

INS INSULATE (D) (ION)

INT INTERIOR

INV INVERT

IP IRON PIPE

IPS IRON PIPE SIZE

IW INDIRECT WASTE

JB JUNCTION BOX

JCT JUNCTION

JT JOINT

KW KILOWATT

KWH KILOWATT PER HOUR

KV KILOVOLT

KVA KILOVOLT AMPERE

L LENGTH, LONG

LAB LABORATORY

LAD LADDER

LAM LAMINATE (D)

LAT LEAVING AIR TEMPERATURE

LAV LAVATORY

LB POUND

LBL LABEL

LBP LEAD BASED PAINT

LC LANDSCAPE CONTRACTOR (SITE)

LCC LEAD COATED COPPER

LDR LEADER

LEV LEVEL

LF LINEAR FOOT

LFMC LIQUID-TIGHT FLEXIBLE METAL CONDUIT

LFNC LIQUID-TIGHT FLEXIBLE NONMETALLIC

CONDUIT

LG LENGTH, LONG

LGI LARGE GROUP INSTRUCTION

LH LEFT HAND

LIN LINEAR

LKR LOCKER

LL LIVE LOAD

LP LOW PRESSURE

LPC LOW PRESSURE CONDENSATE

LPS LOW PRESSURE STEAM

LPT LOW POINT

LS LINOLEUM SHEET TYPE 1

LT LIGHT

LT1 LINOLEUM TILE TYPE 1

LTL LINTEL

LV LOW VOLTAGE

LVR LOUVER

MAN MANUAL

MAS MASONRY

MAT MATERIAL

MAX MAXIMUM

MB MARKER BOARD

MBH THOUSAND BTUH

MBR MEMBER

ME MECHANICAL EQUIPMENT

MECH MECHANICAL (LY)

MED MEDIUM

MEMB MEMBRANE

MEZZ MEZZANINE

MF MIXING FAUCET

MFR MANUFACTURE (R)

MH MAN HOLE

MIN MINIMUM

MIR MIRROR

MISC MISCELLANEOUS

MO MASONRY OPENING

MOD MODULE (OR), MODEL

MR MOP RECEPTOR

MP MULTICOLOR WALL COATING

MT MOUNT

MTD MOUNTED

MTG MOUNTING

MTL METAL

MTH MARBLE THRESHOLD

MTR METER

MULL MULLION

MVEJ MASONRY VENEER EXPANSION JOINT

N NORTH, NO WORK REQUIRED

NAT NATURAL

NC NORMALLY CLOSED

NEC NATIONAL ELECTRIC CODE

NEG NEGATIVE

NEUT NEUTRALIZATION

NIC NOT IN CONTRACT

NO NUMBER, NORMALLY OPEN

NOM NOMINAL

NRC NOISE REDUCTION COEFFICIENT

NTS NOT TO SCALE

OA OVERALL, OUTSIDE AIR

OC ON CENTER

OD OUTSIDE DIAMETER

OH OVERHEAD

OPNG OPENING

OPP OPPOSITE

OPP HD OPPOSITE HAND

P PAINT SURFACE(S) INCLUDING SOFFITS

PAR PARALLEL

PART PARTITION

PC PLUMBING CONTRACT (OR),

PIGMENTED CONCRETE

PCC PRECAST CONCRETE

PE PORCELAIN ENAMEL

PERF PERFORATE (ION) (ED)

PERI PERIMETER

PERP PERPENDICULAR

PL PLATE, PROPERTY LINE

PLAM PLASTIC LAMINATE

PLAS PLASTER, PLASTIC

PLF POUNDS PER LINEAR FOOT

PLYWD PLYWOOD

PM PLUGMOLD

PNL PANEL

POC POINT OF CURVATURE, POINT OF

CONNECTION

POL POLISHED

POS POSITIVE

POT POINT OF TANGENCY

PR PAIR

PRE POWER ROOF EXHAUSTER

PREP PREPARE (ATION)

PRF PREFORMED

PROJ PROJECT

PS PAINT EXPOSED STRUCTURE/DECK

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POINT

PT1 PORCELAIN TILE TYPE 1

PTD PAINTED

PTFR PRESSURE TREATED FIRE RETARDANT

PTP PRESSURE TREATED PRESERVATIVE

PVC POLYVINYL CHLORIDE

PVMT PAVEMENT

PWE POWER WALL EXHAUSTER

QF QUARTZ FLOORING

QT QUARRY TILE

R RADIUS, RETURN, REFRIGERANT

RA RETURN AIR

RAD RADIATION

RAF RETURN AIR FAN, RESILIENT ATHLETIC

FLOORING

RB RESILIENT BASE

RC REINFORCED CONCRETE

RCA RECYCLED CONCRETE AGGREGATE

RCP REINFORCED CONCRETE PIPE,

REFLECTED CEILING PLAN

RCU REMOTE CONDENSING UNIT

RD ROOF DRAIN

RECEPT RECEPTACLE

REF REFERENCE

REFL REFLECT (ED) (IVE) (OR)

REFR REFRIGERATOR

REG REGISTER

REINF REINFORCE (D) (ING)

REM REMOVED

REQD REQUIRED

RESIL RESILIENT

RET RETAINING, RETURN

REV REVISION, REVISED, REVEAL

RF RUBBER FLOORING TYPE 1

RFG ROOFING

RFH ROOF HATCH

RFM RECESSED FLOOR MAT

RG RETURN GRILLE

RGS RIGID GALVANIZED STEEL

RH RIGHT HAND

RHS RECTANGULAR HOLLOW SECTION

RI ROUGH-IN

RL RAIN LEADER

RLG RAIL (ING)

RM ROOM

RMC RIGID METAL CONDUIT

RNC RIGID NONMETALLIC CONDUIT

RNT RUNNING TRAP

RO ROUGH OPENING

ROW RIGHT OF WAY

RPM REVOLUTIONS PER MINUTE

RR REMOVE EXISTING AND REPLACE WITH

NEW

RS RUBBER STAIR TREAD/RISER

RTH ROOF TOP HOOD

RTU ROOF TOP UNIT

RW RAW WATER

S SOUTH, SUPPLY, SURGE PROTECTED

SA SUPPLY AIR

SAN SANITARY

SAS SMOOTH ALL SIDES

SC SOLID CORE, SILL COCK, SEALED

CONCRETE

SCHED SCHEDULE

SCT STRUCTURAL CLAY TILE

SD STORM DRAIN, SPLITTER DAMPER,

SMOKE DAMPER

SEC SECTION

SF SQUARE FEET

SGI SMALL GROUP INSTRUCTION

SGT STRUCTURAL GLAZED TILE

SH SHELF, SHELVING, SMOKE HATCH

SHR SHOWER, SHEAR WALL

SHT SHEET

SHTHG SHEATHING

SIM SIMILAR

SK SINK

SL SOUND LINED, SKYLIGHT

SLC SILLCOCK

SLV SLEEVE

SLVR STORM LOUVER

SMH SANITARY MANHOLE

SOG SLAB ON GRADE

SP STATIC PRESSURE, STANDPIPE,

SPACE (ING) (ES)

SPEC SPECIFICATION (S)

SPKR SPRINKLER

SPL SPECIAL

SQ SQUARE

SS STAINLESS STEEL

SST STRUCTURAL STEEL TUBING

ST STORM, STORAGE

STA STATION

STC SHOWER TEMPERATURE CONTROLLER,

STAINED CONCRETE

STD STANDARD

STG SEATING

STL STEEL

STN STAIN (ED)

STOR STORAGE

STRU STRUCTURAL

SURF SURFACE

SUSP SUSPENDED

SV SHEET VINYL, STEAM VENT

SW SWITCH, SOFTENED WATER

SWCI SERVICE WEIGHT CAST IRON

SYM SYMMETRICAL

SYN SYNTHETIC

SYS SYSTEM

T TREAD, TOP, TOILET ROOM, TONS

T1 TERRAZZO TYPE 1

TB TOP AND BOTTOM, TACK BOARD,

TERRAZZO BASE

TBD TO BE DETERMINED

TC TEMPERATURE CONTROL, TEMPERED

CLEAR,

TELECOMMUNICATIONS CONTRACTOR,

TOP OF CURB

TCX TOP CHORD EXTENTION

TDV TRIPLE DUTY VALVE

TEL TELEPHONE

TEMP TEMPERATURE

TG TOP GRILLE, TONGUE AND GROOVE

THK THICKNESS

THR THRESHOLD

TME TO MATCH EXISTING

TMV THERMOSTATIC MIXING VALVE

TOD TOP OF DUCT

TOF TOP OF FASCIA

TOL TOLERANCE

TOM TOP OF MASONRY

TOP TOP OF PIPE, TOP OF PIER

TOS TOP OF STEEL, TOP OF STAIR

TPART TOILET PARTITION

TR TOP REGISTER

TRN TRANSOM

TS TOP OF STAIR

TV TELEVISION

TW TEMPERED WATER, TOP OF WALL

TYP TYPICAL

UC UNDERCUT

UD UNDERDRAIN

UE UNDERGROUND ELECTRIC

UG UNDERGROUND

UH UNIT HEATER

UNF UNFINISHED

UNIF UNIFORM

UNO UNLESS NOTED OTHERWISE

UR URINAL

UT UNDERGROUND TELEPHONE

UV UNIT VENTILATOR

V VENT, VOLT

VAR VARIES, VARIABLE

VARN VARNISH

VAT VINYL ASBESTOS TILE

VAV VARIABLE AIR VOLUME

VB VACUUM BREAKER, VAPOR RETARDER

BARRIER,

VOLLEYBALL

VCB VENTED COVE BASE

VCT1 VINYL COMPOSITE TILE TYPE 1

VD VOLUME DAMPER

VERM VERMICULITE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VIN VINYL

VIT VITREOUS TILE

VNR VENEER

VOL VOLUME

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

W WEST, WIDTH, WIDE, WASTE, WATT

WB WALL BOARD

WC WATER CLOSET, WALL COVERING

WD WOOD

WD1 WOOD FLOORING - GYM

WD2 WOOD FLOORING - STAGE

WDW WINDOW

WDWC WINDOW CONTRACTOR

WF WASH FOUNTAIN

WG WALL GRILLE, WATER GAUGE

WH WALL HUNG, WALL HYDRANT

WI WROUGHT IRON

WM WIREMOLD

WP WATER PROOFING, WORKING POINT

WR WATER REPELLENT, WIDE RIB, WALL

REGISTER

WS WATER STOP

WSCT WAINSCOT

WT WEIGHT

WWHP WATER TO WATER HEAT PUMP

WWM WELDED WIRE MESH

W/ WITH

W/O WITHOUT

XHCI EXTRA HEAVY CAST IRON

YD YARD DRAIN, YARD

5 DRAWING REVISION NUMBER

CENTER LINE

MATCH LINE

CLL

A COLUMN CENTER LINE

CONTRACT LIMIT LINE

PROPERTY LINE

CUT LINE

NORTH ARROW

ROOM NAME AND NUMBER

ELEVATION

INTERIOR ELEVATION

DETAIL

WALL SECTION

BUILDING SECTION

STANDARD REFERENCE BUBBLE

DRAWING NUMBER

DETAIL NUMBER

DRAWING TITLE & SCALE

METAL, STEEL

REMOVE AND REPLACE ASPHALT PAVING

NEW HEAVY-DUTY ASPHALT PAVING

NEW ASPHALT PAVING OR TOP COURSE

SAND

GRAVEL

CONCRETE

BRICK

EARTH

STONE

CONCRETE MASONRY UNITS

PLYWOOD

FINISHED WOOD TRIM

ROUGH WOOD

INSULATION (LOOSE OR BATT)

RIGID INSULATION

CERAMIC TILE

ACOUSTICAL PANEL

GLASS (LARGE SCALE)

PLASTER, CEMENT, GROUT

GYPSUM WALL BOARD

RESILIENT FLOORING

TERRAZZO

STRUCTURAL GLAZED TILE

ADA 5' TURNING RADIUS

1st FF

Floor Plan 1/8"=1'-0"

100'-0"

A A B B

N

CLASSROOM

A12

4 A1

A12

A12

A12

A12

A12

P3.8

A

RIP-RAP

HAY BALES

TEMPORARY TREE PROTECTION

TEMPORARY CONSTRUCTION FENCING

GATE VALVE

STORM/SANITARY CLEANOUT

WATER LINE TO BE REMOVED/ABANDONED

WATER LINE TO REMAIN

WATER LINE

GAS LINE TO BE REMOVED/ABANDONED

GAS LINE TO REMAIN

GAS LINE

SANITARY LINE TO BE REMOVED/ABANDONED

REMOVAL

SANITARY LINE TO REMAIN

SANITARY LINE

UNDERDRAIN TO BE REMOVED/ABANDONED

STORM LINE WITH END SECTION

STORM LINE WITH ENDWALL

STORM PIPE TO REMAIN

DRYWELL W/ COVER BURIED

DRYWELL W/ SOLID COVER TO GRADE

DRYWELL W/ GRATE

STORM/SANITARY MANHOLE

CONCRETE SECTION

BOTTOM OF CURB ELEVATION

SPOT ELEVATION

UNIVERSAL HANDICAP SYMBOL

SIGN POST

STORM LINE WITH HEADWALL

TO REMAIN

SILT FENCING

STORM PIPE

MANHOLE/CATCH BASIN/DRYWELL

CATCH BASIN

DROP INLET TO REMAIN

DROP INLET

FIRE HYDRANT TO REMAIN

NEW OR RELOCATED FIRE HYDRANT

UTILITY POLE TO REMAIN

UTILITY POLE

FENCING TO BE REMOVED

FENCING TO REMAIN

FENCING

SOIL TEST BORING

EXISTING CONTOUR

CONTOUR

EXISTING SPOT ELEVATION

TOP OF CURB ELEVATION

TREE OR SHRUB TO BE REMOVED

TREE OR SHRUB TO REMAIN

TREE OR SHRUB

CURBING TO BE REMOVED

CURBING

CURBING TO REMAIN

CONCRETE PAVING

REMOVE AND REPLACE ASPHALT PAVING

HEAVY-DUTY ASPHALT PAVING

ASPHALT PAVING OR TOP COURSE

UNDERDRAIN TO REMAIN

UNDERDRAIN

STORM PIPE TO BE REMOVED/ABANDONED

TEST PIT LOCATION

UTILITY POLE TO BE REMOVED

NUMBER

W/ WOOD STUD WALL

W/ METAL STUD WALL

(MATERIAL INDICATION VARIES)

NEW WORK

CMU AND BRICK CAVITY WALL

CMU WALL

GYPSUM BOARD PARTITION

GYPSUM BOARD PARTITION

(ROOM NO W/ WINDOW NO)

WINDOW NUMBER

PARTITION TYPE

EQUIPMENT, FURNITURE, OR CASEWORK

(ROOM NO W/ DOOR NO)

WINDOW TYPE

DOOR NUMBER

ROOF SYMBOLS

REFLECTED CEILING SYMBOLS

BOTTOM OF CEILING AFF

ELEVATION FROM DATUM

SCHEDULE

GRADING

FOOTING INTO THIS

ELEVATIONS. CUT

UNIFORMLY BETWEEN

AREA. SLOPE GRADES

WITHIN THE BUILDING

GRADING ELEVATION

INDICATES ROUGH

INDICATES FRAMED

LOCATION

LENGTH OF BEAM

RECESSED

0.7

[-3'-0]

P1

CFMF BEARING WALL

AT ADJ GIRDER ELEV

INDICATES TOP OF BEAM(GIR)

SHEAR WALL

SEE SCHEDULE

HORIZONTAL BRIDGING

JOIST

JOIST DESIGNATION

12K3

F4

(-8)

REFER TO FOOTING

INDICATES FOOTING TYPE

INDICATES PIER TYPE

TOP OF PIER ELEVATION

TOP OF FOOTING

[-4'-0]

SL = SKYLIGHT

AH = ACCESS HATCH

SH = SMOKE HATCH

98'-6"

BEARING WALL

MASONRY LOAD

INDICATES AREA IS

EXISTING

DEPRESSED OR

INDICATES SLAB IS

FOUNDATION WALL

ANCHOR BOLTS

CONTINUOUS FTG

UNDER SLAB

FOUNDATION WALL

STEPPED FOOTING

FROM DATUM

TOP OF FTG ELEVATION

[-3'-0]

APPROX W/ WET CONC

DEFLECTION (INCHES)

END REACTION- KIPS

BEAM SIZE

STUDS OVER FULL

NUMBER OF SHEAR

DRAWING DATUM

ELEVATION FROM

(-6) W8X15

RD

OPNG IS FOR:

RD = ROOF DRAIN

ME = MECH EQUIP

INDICATES A FRAMED

ROOF OR FLOOR OPNG

COORD SIZE AND

BM OR COL POCKET

<-1'-8>

FIREWALL

ELEVATION FROM DATUM

CONNECTION

COLUMN

LINTEL DESIGNATION

SEE SCHEDULE

CONNECTION TO

INDICATES LINTEL

INDICATES MOMENT

IS EXISTING

INDICATES MEMBERE

INDICATES BM TO HAVE

INDICATES SHEAR WALL

INDICATES BEAM FRAMES

OVER COLUMN

SPLICE

INDICATES BEAM

CONNECTION TO BEAM

TOP OF WALL CLIPS

21K21K

FINISH CHANGE

BOARD UNIT SYMBOL

FROM DATUM

[14]

DIAGONAL BRIDGING

+X"

STRU

SLOPED DIRECTION OF DOWNWARD SLOPE OF

ROLLED OR SLOPED STRUCTURE.

TOTAL THICKNESS OF INSULATION.

DESIGNATES ROOF SYSTEM TYPE.

PIPE PENETRATION.OR

CEILING MATERIAL

MGM

RS-X

A1 0'-0"

ELEVATION LEVEL

JUNCTION BOX FOR FUTURE LIGHT SWITCH

PB

J

NEW PANEL

PULL BOX

OS - OCCUPANCY SENSOR

3 - 3 WAY

K - KEY OPERATED

D - DIMMER

P - W/PILOT LIGHT

4 - 4 WAY

STANDARD SYMBOLS SITE SYMBOLS ARCHITECTURAL

SYMBOLS STRUCTURAL SYMBOLS ELECTRICAL SYMBOLS ABBREVIATIONS

JUNCTION BOX (FOR FUTURE DUPLEX

RECEPTACLE OR LUMINAIRE)

A

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10 11

D

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IG

N

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B

Y:

D R

AW

N

B Y:

C H

EC

KE

D B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

IS

SU

E D

AT

E:

TA

SK

O R

D

ER

N O

C O

N

TR

AC

T

N O

M

AR

K D

ES

C

R

IP

TI

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Z:\SHARED\PROJECTS\127-44525-19001\CAD\SHEETFILES\01_FACILITIES\+SRG 2 AMENDED FACILTY DRAWINGS\00_GEN_GENERAL\SEED_G-020.DWG

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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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AutoCAD SHX Text

CO

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text

SAN

AutoCAD SHX Text

SAN

AutoCAD SHX Text

SAN

AutoCAD SHX Text

UD

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

BC

AutoCAD SHX Text

TC

AutoCAD SHX Text

AutoCAD SHX Text 99.00

AutoCAD SHX Text + 83.36

AutoCAD SHX Text

ST

AutoCAD SHX Text

TB-1

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text + 83.36

AutoCAD SHX Text 99.50

AutoCAD SHX Text

AutoCAD SHX Text

UD

AutoCAD SHX Text

UD

AutoCAD SHX Text

ST

AutoCAD SHX Text

TP-1

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text L-2

GENERAL NOTES:

1. THESE DRAWINGS AND THE TECHNICAL

SPECIFICATIONS TOGETHER DESCRIBE THE WORK TO

BE PERFORMED. IN THE CASE OF CONFLICT BETWEEN

THE DRAWINGS AND THE SPECIFICATIONS, THE

REQUIREMENTS OF THE SPECIFICATIONS SHALL TAKE

PRECEDENCE.

2. IN CASE OF CONFLICT WITHIN THE DRAWINGS, THE

FOLLOWING PRECEDENCE SHALL APPLY: SCHEDULES

AND NOTES OVER LARGE-SCALE GRAPHICAL DETAILS

OVER SMALL SCALE GRAPHICAL DETAILS.

3. ANY DISCREPANCY DISCOVERED WITHIN THE PLANS

AND SPECIFICATIONS SHALL BE BROUGHT TO THE

ATTENTION OF THE OWNER USING PROCEDURES

DEFINED IN THE CONTRACT.

4. LEVELS AND DIMENSIONS SHALL BE CHECKED BEFORE

ANY WORK COMMENCES.

5. ANY MENTION OF APPROVAL REQUIREMENTS BY THE

ENGINEER SHALL BE CONSTRUED TO MEAN APPROVAL

IN ACCORDANCE WITH THE REQUIREMENTS OF THE

CONTRACT.

6. THE ENGINEER SHALL BE GIVEN 24 HOURS NOTICE OF

WORK PLANNED OR IN-PLACE AND REQUIRING

INSPECTION OR TESTING. THE ENGINEER MAY AT THEIR

DISCRETION ON A CASE-BY-CASE BASIS REQUIRE

ADDITIONAL NOTICE WHERE ADDITIONAL TRAVEL TIME

IS REASONABLY REQUIRED.

STRUCTURAL NOTES:

1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH

ALL RELEVANT ARCHITECTS, ENGINEERS AND SERVICES

DRAWINGS AS WELL AS SPECIFICATION.

2. ANY DISCREPANCIES AND AMBIGUITIES ON THE

ENGINEERS DRAWINGS TO BE REPORTED TO SENIOR

STRUCTURAL ENGINEER IMMEDIATELY BY MEANS OF AN

RFI (REQUEST FOR INFORMATION).

3. LEVELS AND DIMENSIONS TO BE CHECKED BEFORE ANY

WORK COMMENCES.

4. THE FOLLOWING LOADINGS HAVE BEEN USED IN DESIGN

ROOF

LIVE LOAD:0.5KN/m2 DEAD LOAD:0.15KN/m2(EXCLUDING TRUSS WEIGHT)

WIND LOAD

BASIC WIND SPEED:40m/s UPLIFT:2.08KN/m2 SUCTION:1.27KN/m2

SLAB ON GRADE

LIVE LOAD:0.5KN/m2 DEAD LOAD:4.0KN/m2

5. ALL LOAD BEARING BRICKWORK MUST BE BUILT TO FULL

HEIGHT AND LEFT FOR A 14 DAY SETTLING PERIOD

BEFORE STARTING WITH CONCRETE ABOVE.

6. GENERALLY ALL CONCRETE WORK IS TO BE IN

ACCORDANCE WITH EITHER THE CONTRACT

SPECIFICATIONS, S.A.B.S. 1200, S.A.B.S. 0100 OR S.A.B.S.

0161.

7. ALL REINFORCEMENT STEEL TO BE CHECKED BY THE

ENGINEER BEFORE ANY CONCRETE IS CAST. ENSURE

THAT THE ENGINEER IS NOTIFIED OF THE INSPECTION

DATE IN REASONABLE TIME BEFORE THE CAST TO

ALLOW FOR TRAVEL ARRANGEMENTS.

8. CONCRETE STRENGTH TO BE AS FOLLOWS, UNLESS

OTHERWISE INDICATED:

LEAN CONCRETE: 10MPa STRIP FOOTINGS: 25MPa REINFORCED STRIP FOOTINGS: 25MPa

R.C. BASES: 25MPa SURFACE BED: 25MPa

R.C. SLABS, BEAMS, STAIRS: 25MPa R.C.COLUMNS: 25MPa

STRONG ROOM SLABS: 25MPa COLUMN BASES: 25MPa

THE ABOVE MENTIONED STRENGTH IS TO BE

ACHIEVED AT 28 DAYS WITH 19mm APPROVED

STONE

9. UNLESS OTHERWISE INDICATED, THE MINIMUM

CONCRETE COVER TO MAIN REINFORCEMENT SHALL BE:

BEAMS AND COLUMNS: 30mm SLABS AND STAIRS: 20mm BASES: 50mm

10. ALL CONCRETE TO BE MOIST CURED FOR MINIMUM OF 7

DAYS AFTER FINAL SET OF CONCRETE USING A METHOD

APPROVED BY THE ENGINEER.

11.NO HOLES OR CHASES SHALL BE CUT OR FORMED IN

CONCRETE UNLESS INDICATED ON DRAWINGS,

DETAILED IN SPECIFICATIONS OR APPROVED BY

ENGINEER.

12.HOT/DRY AND COLD/WET WEATHER CONCRETING AS

PER SPECIFICATIONS.

13.STRIPPING OF FORMWORK AS PER SPECIFICATION AND

ONLY WITH APPROVAL OF ENGINEER. STRIPPING OF

SHUTTERING CAN TAKE PLACE AFTER 14 DAYS, UNLESS

OTHERWISE INDICATED. BACK PROP TO BE IN PLACE

FOR A MINIMUM OF 28 DAYS.

14.FINISHES OF CONCRETE ACCORDING TO ARCHITECTS

SPECIFICATION.

15.REINFORCEMENT BARS LAP LENGTHS TO BE:

T12-600MM, T16-750mm, T20-900mm

16. ALL EXPOSED CONCRETE BEAMS SHALL BE FINISHED IN

A WAY THAT IS CONSISTENT WITH SURROUNDING

FINISHES, INCLUDING BUT NOT LIMITED TO PLASTERED

AND PAINTED.

GENERAL EARTHWORK NOTES:

1. ALL FOUNDATION EXCAVATIONS ARE TO BE INSPECTED

AND APPROVED BY THE ENGINEER BEFORE FIXING

STEEL REINFORCING AND BEFORE CASTING CONCRETE.

2. WHERE SUITABLE FOUNDING MATERIAL IS NOT

ENCOUNTERED AT THE DEPTH SHOWN ON THE

FOUNDATION DRAWINGS, EXCAVATION IS TO PROCEED

TO A DEPTH AS APPROVED BY THE ENGINEER ON SITE.

COMPENSATION FOR ANY ADDITIONAL EXCAVATION

SHALL BE AS ALLOWED FOR IN THE CONTRACT.

3. FOUNDATION OVER EXCAVATION SHALL BE BACKFILLED

TO PLAN LEVEL WITH LEAN CONCRETE IF SO ORDERED

BY THE ENGINEER.

4. ALL EARTH FILL UNDER STRUCTURE FOUNDATIONS AND

SLABS ON GRADE SHALL BE PLACED IN LOOSE LAYERS

NOT EXCEEDING 200mm AND COMPACTED TO MIN 95%

MODIFIED AASHTO DENSITY.

5. EXPANSIVE SOIL WITHIN 800mm OF THE BOTTOM OF THE FOOTINGS AND/OR WITHIN 1400mm OF THE BOTTOM OF

SLAB ON GRADE SHALL BE REMOVED AND REPLACED

WITH APPROVED FILL MATERIAL. REFER TO CONTRACT

REQUIREMENTS.

6. SEE SITE PLANS AND DETAILS FOR ROOF DRAINAGE

APRON REQUIREMENTS.

7. BACKFILL MATERIAL MUST BE APPROVED PRIOR TO USE

AND COMPACTION TEST RESULTS SUBMITTED TO USAID

PRIOR TO PROCEEDING WITH FOUNDATION WORK.

GENERAL SETTING OUT NOTES:

1. NO SURVEY BEACONS, BENCH MARKS OR BOUNDARY

PEGS AND THE LIKE MAY BE REMOVED OR DAMAGED IN

ANY WAY BY THE CONTRACTOR OR ANY ONE ON SITE.

2. THE MAJOR GRID LINES AS WELL AS THE OVERALL

OUTLINE OF ALL THE WORKS MUST BE SET OUT

ACCORDING TO THE ENGINEERS DRAWINGS, AND

WRITTEN APPROVAL BY THE ENGINEER MUST BE GIVEN

AS PERMISSION TO PROCEED WITH ANY WORKS. ANY

DISCREPANCIES OR AMBIGUITIES RELATING TO THE

ABOVEMENTIONED MUST BE BROUGHT TO THE

ATTENTION OF THE ENGINEER IMMEDIATELY BY MEANS

OF N RFI (REQUEST FOR INFORMATION).

3. TOLERANCES, UNLESS OTHERWISE INDICATED ON

SPECIFICATIONS AND/OR DRAWINGS, WILL BE TO LEVEL

II ACCORDING TO S.A.B.S. 1200.

4. ORIENTATION OF LATRINES MAY BE ADJUSTED FOR

RAMPS TO MATCH GRADES. ORIENTATION MUST

APPROVED BY ENGINEER OR SITE SUPERVISOR PRIOR

TO CONSTRUCTION.

GENERAL STRUCTURAL STEEL NOTES:

1. STRUCTURAL STEEL SECTIONS AND PLATES TO BE

GRADE S355JR; BOLTS TO BE GRADE 4.8 BLACK BOLTS

COMPLYING WITH SANS 10162-1:2005

2. ALL WELDED FABRICATIONS, PREPARATION AND

PAINTING TO BE CARRIED OUT AT THE FABRICATION

YARD PRIOR TO DELIVERY TO SITE, UNLESS OTHERWISE

APPROVED.

3. FABRICATION AND ERECTION OF STRUCTURES WITH

BOLTED CONNECTIONS SHALL BE DONE IN

ACCORDANCE WITH SANS 2001-CS1

4. ALL BOLT HOLES IN THE MEMBERS SHALL CONFORM TO

THE MINIMUM SPACING REQUIREMENTS OUTLINED IN

SANS 10162:1, CLAUSE 22.3.2 AND IN STRUCTURAL

DRAWINGS.

5. ALL STEELWORK TO BE CLEANED OF MILLSCALE, LOOSE

RUST, GREASE AND DIRT; SURFACES INACCESSIBLE

AND HIDDEN AFTER ERECTION TO RECEIVE AT MINIMUM

TWO COATS OF APPROVED PRIMER BEFORE ERECTION.

6. ERECTED STEELWORK TO BE THOROUGHLY CLEANED

OF DAMAGED OR DEFECTIVE PAINT OR PRIMER BY

SPECIFICATIONS SCRAPING BACK TO A FIRM EDGE OR

IF NECESSARY THE SURFACE STRIPPED BACK TO

CLEAN METAL AND RESTORED TO ABOVE

7. WELDING ELECTRODES TO BE E7018 UNLESS

OTHERWISE DIRECTED IN OTHER SPECIFICATIONS.

8. MINIMUM THICKNESS OF THE WELD 6mm UNLESS

OTHERWISE SHOWN IN THE CONNECTION DETAILS.

GENERAL MASONRY NOTES:

1. STEEL NAILS WITH STAINLESS STEEL OR GALVANIZED

IRON TIES.

2. LOAD BEARING BRICKWORK STRENGTH AS FOLLOWS:

MASONRY UNITS: 5.0MPa (MIN)

MORTAR CLASS II

3. PROVIDE CONTROL JOINTS AT MAXIMUM SPACING OF 10

METERS OR AS INDICATED BY THE PLANS.

4. ALL MORTAR JOINTS TO BE COMPLETELY FILLED.

JOINTS SHALL BE NEATLY POINTED WHERE

SUBSEQUENT LAYER OF PLASTER IS NOT REQUIRED.

5. TOP COURSE OF WALLS TO BE CLOSED WITH MORTAR

AND FINISHED SMOOTH.

6. BRICKFORCE TO BE PLACED AT EVERY 3RD COURSE AS

WELL AS IN THE FIRST 3 COURSES ABOVE AND BELOW

CONCRETE SLABS. TO ENSURE PROPER HORIZONTAL

JOINT REINFORCEMENT IN UNGROUTED OR PARTIALLY

GROUTED CMU WALL, PLACE 20 CM 9 GAUGE

LADDER-SHAPED GALVANIZED STEEL REINFORCEMENT

WIRE WITH PERPENDICULAR CROSS-RODS

BUTT-WELDED AT 400 mm O.C., VERTICAL SPACING OF WIRE IS 400 mm O.C. FOR 200 mm AND 300 mm CMU. LAP JOINTS A MIN OF 150 mm. INSIDE AND OUTSIDE

CORNERS MAY BE FIELD FORMED. FOR INTERSECTING

WALLS USE 6 mm MESH GALVANIZED CLOTH FOR

INTERIOR NON-LOADBEARING WALLS.

7. HOLES OR CHASES ARE NOT ALLOWED IN MASONRY

WALL UNLESS INDICATED ON DRAWINGS OR APPROVED

BY THE ENGINEER.

8. HOLLOW CORE MASONRY SHALL BE FILLED SOLID WITH

GROUT IMMEDIATELY ADJACENT TO DOOR OR WINDOW

FRAMES AS REQUIRED FOR FIXING OF DOOR/WINDOW

ANCHORS.

9. REFER TO THE STRUCTURAL DRAWINGS FOR LOCATION

OF HOLLOW CORE BLOCK FILL AND VERTICAL

REINFORCING REQUIRED IN THE AREA OF TRUSS

ANCHORS.

GENERAL WOOD CONSTRUCTION NOTES:

1. ALL STRUCTURAL TIMBER TO BE APPROVED SEASONED

SOFT WOOD SPECIES COMPLYING WITH THE VISUAL

STRESS GRADING, GRADE VS to SABS 563.

2. ALL WOOD TO REMAIN UNPAINTED SHALL BE PRESSURE

TREATED WITH TINALITH OR ANY OTHER APPROVED

MATERIAL CONFORMING TO STANDARDS OF NATIONAL

HOUSING BUILDING COUNCIL(NHBC)OF SOUTH AFRICA

PRIOR TO ASSEMBLY.

3. MINIMUM NO. OF NAILS ON EACH MEMBER TO BE NOT

LESS THAN 4NO.X 125mm UNLESS OTHERWISE STATED.

4. ALL WOOD PRODUCTS USED FOR BLOCKING, FURRING

OR FASCIA BOARDS SHALL BE TREATED WITH CHEMICAL

PRESERVATIVES TO INCREASE DURABILITY AND

RESISTANCE FROM INSECTS AND WATER. SURFACES TO

BE PAINTED SHALL RECEIVED TWO COATS OF

COMPATIBLE PRIMER AND TWO COATS OF PAINT.

GENERAL REINFORCING STEEL NOTES:

REINFORCING STEEL GRADES TO SANS 920:2011;

1. GRADE 450: HIGH TENSILE STEEL

2. GRADE 250: MILD STEEL(TO BE USED FOR STIRRUPS

ONLY)

THE FOLLOWING ABBREVIATIONS REFER TO;

T HIGH TENSILE STRENGTH

R MILD STEEL BARS

T1 1st LAYER OF STEEL FROM THE TOP T2 2nd LAYER OF STEEL FROM THE TOP B1 1st LAYER OF STEEL FROM THE BOTTOM B2 2nd LAYER OF STEEL FROM THE BOTTOM

STG. STAGGERED

ALT. ALTERNATE

A.B.R ALTERNATE BARS REVERSED

4T16-01

NUMBER OF

BARS

STRENGTH DESIGNATOR

BAR SIZE

BAR MARK

4T10-01-300

NUMBER OF BARS

STRENGTH DESIGNATOR

BAR MARK

BAR SIZE

BAR SPACING

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ALL DIMENSIONS SHOWN IN CALLOUTS

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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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