1. STAGE
SEATING FOR
>150
PEOPLE
MENS
WOMENS
BACKSTAGERECEPTION
HEADS
OFFICE
STORAGE
STORAGE
COUNSEL
ROOM
OFFICE
CHANGE
ROOM
CHANGE
ROOM
TEA
lock up
cupboards
door with
security gate
door with
security gate
sliding steel
+
wood door
timber
screen
sliding steel
+
wood door
ICIC
IC IC IC
FFL1 +0454
FFL2 +1049
FFL3 +1304
NGL 1 0000
SOF1 +3186
SOF2 +3684
+3964
+4400
MAX +5882
FFL1 +0454
FFL2 +1049
FFL3 +1304
SOF1 +3186
SOF2 +3684
NGL2 + 0851 NGL2 + 0851
+ 4109
+5422
MAX +5882
NGL 1 0000 NGL 1 -0107
-0900 -0900-0786
50X75 STEEL ANGLE FRAME WITH
SMOOTH PLANED TIMBER DECKING FOR
STAGE FINISH
150 SMOOTH FLOATED RC FLOOR SLAB
ON DPC ON 150 LAYERS OF COMPACTED
FILL
0.5mm IBR CHROMADEK @ 15° ON ALUBUBBLE INSULATION
FIXED TO 125x65x20x2 STEEL LIP CHANNEL FIXED WITH 2 x M12
BOLTS TO STEEL CLEATS WELDED @ EQUAL CENTERS NOT
EXCEEDING 1800 TO 160 IPE AA TRUSSES @ 5000 CS
CHROMADEK IBR ROOF SHEETING
SCREWED TO 75x50 TIMBER PURLINS
NAILED @ MAX 1200 CS TO 114x38
TIMBER TRUSSES @ 800CS ON 228x38
TIMBER BEAMS
100 Ø
STEEL
COLUMN
230
FACEBRICK
WALL
INTERNAL
SURFACE OF
STAGE WALLS TO
BE PLASTEREDSECURE STEEL + TIMBER SHELVING
SECURE
STEEL +
TIMBER
SHELVING
SUSPENDED GYPSUM CEILING FIXED
TO U.SIDE OF TRUSSES WITH
ALU./STEEL HANGERS + RAILS
IPE 160 STEEL
COLUMNS ON
800x800x900
RC FOOTING




115 INTERNAL WALL
ON THICKENED SLAB
CONC TOPPED FACEBRICK
PIERS ENCLOSING STEEL
COLUMN @ BASE
STD STEEL DOOR
FRAME FITTED WITH
HARDWOOD DOOR
AND STEEL SECURITY
GATE
CUSTOM STEEL AND
TIMBER SLIDING DOOR
FOR STAGE ACCESS
1 1 0 P V C W A S T E
WATER LINE LINKING
I N T O E X I S T I N G
W A S T E W A T E R
S Y S T E M
85 SMOOTH POLISHED RC FLOOR SLAB
ON DPC ON 150 LAYERS OF COMPACTED
FILL
A A
NC11F NE1 NE1 NE1 NE1NG4 NG7
NC11F NC1 NE1 NE1 NE1NG4 NG7
NC11FNC11F
85 RC
WALKWAY WITH
THICKENED
EDGE
38 TIMBER
GABLE CLOSER








COMPACTED SOILCRETE
MIX TO MIN THICKNESS
400
800x800x500 CONCRETE
PAD FOUNDATION
GUSSET PLATE MOUNTED
TO THREADBAR CAST IN
CONCRETE
IPE 180 AA
COLUMN @ 5000
CS
NGL


IPE 160 AA
8 x M18 BOLTS
CHROMADEK IBR SHEETS
ALUBUBBLE INSULATION
125x65x20x2 LIP CHANNEL
PURLINS BOLTED TO STEEL
CLEAT WELDED TO TRUSS @
EQUAL CS


6 9 0 X 2 3 0 C O N C R E T E S T R I P
FOUNDATION REINFORCED WITH 4
Y12 BARS @ CENTRES TO SUIT
W I T H R 10 S T I R R U PS @ 3 0 0
C E N T R E S
85 THICK 1:3:6 SMOOTH
FLOATED CONCRETE SLAB
O N 2 0 0 M I C R O N D P C
1 4 m p a C O N C R E T E
B RI CK S TO GR OUN D
LEVEL + FLOOR LEVEL
A S S H O W N
7 mpa FACEBRICK
USED EXTERNALLY
7 mpa PLASTERED CONCRETE
BRICK USED INTERNALLY
100 WELL COMPACTED
CALCRETE BASE LAYER


150 G5 COMPACTED TO 98% MOD AASHTO
150 G5 COMPACTED TO 95% MOD AASHTO
150 RIPPED + RECOMPACTED TO 93% MOD AASHTO
10 mpaCONC BRICK USED
B E L O W N G L
85 THICK 1:3:6 SMOOTH FLOATED CONCRETE SLAB
R E I N F O R C E D W I T H W E L D M E S H T O S U I T
O N 2 0 0 M I C R O N D P C
THICKENED TO 150 BELOW 115 NON LOAD BEARING WALL
150 G5 COMPACTED TO 98% MOD AASHTO
7 mpa PLASTERED CONCRETE
BRICK USED INTERNALLY


150 G5 COMPACTED TO 95% MOD AASHTO
150 RIPPED + RECOMPACTED TO 93% MOD AASHTO
DATE: PROJECT: DRAWING: SCALE:
DRAWN BY:CLIENT:
PLOT: SIGNED:
APPROVAL SET 001
PLAN
SECTION
ELEVATIONS
DETAILS
1:100 1:200
G HNOKA YA BOTSHELO SCHOOL
CLIENT ADDRESS:
APRIL 2015
2967, PLATEAU, KASANEP.O. BOX 30
KASANE
NOKA YA BOTSHELO
SCHOOL HALL
INTERNAL LAYOUT
SUBMITTED:REVISIONS
PAGE #:
NYB/MHI/02/01
A1L
DRAWING NUMBER:
/

2. existing
football
field
existing
netball
court
existing
swimming
pool
existing
tennis
court
existing
classroom
block
existing
preschool
complex
existing
admin
block
EXISTING ASSEMBLY HALL
ROOF STRUCTURE
TO FUTURE WUC CONNECTION
MAIN
GATE
SERVICE
+EXIT
GATE
existing
office
15m
ROAD
TO
KASANE
CBD
TO UPPER
ROAD A33

9
staff
parking
24
proposed
parking
33
proposed
parking
existing
parking
area to
be moved
PROPOSED
WASTE
AREA
WASTE
AREA
existing
conservancy
tanks
future
classroom
future
classroom
future
classroom
future
classroom
future
classroom
future
classroomfuture
classroom
future
toilets
future
offices
future
library
future
staff
house
future
staff
house
future
staff
house
future
staff
house
future
lunch
area
class
class
ablutions
loading
loading
loading
open play
area
LOCATION PLAN
1:5000
DATE: PROJECT: DRAWING: SCALE:
DRAWN BY:CLIENT:
PLOT: SIGNED:
APPROVAL SET 001
SITE PLAN
LOCATION PLAN
1:500 1:5000
G HNOKA YA BOTSHELO SCHOOL
CLIENT ADDRESS:
APRIL 2015
2967, PLATEAU, KASANEP.O. BOX 30
KASANE
NOKA YA BOTSHELO
SCHOOL HALL
INTERNAL LAYOUT
SUBMITTED:REVISIONS
PAGE #:
NYB/MHI/01/01
A1L
DRAWING NUMBER:
/
AREAS
SITE AREA = 45011 sqm
PROPOSED BUILDING AREA = 386.6 sqm
EXISTING BUILDING AREA = 821 sqm
TOTAL = 1207 sqm
COVERAGE = 2.68 %
PARKING
25 EXISTING
55 PROPOSED
80 TOTAL ( 3 DISABLED )
FAP FIRE ASSEMBLY POINT
FIRE EXTINGUISHER
PROPOSED FUTURE DEVELOPMENTS