The document provides construction details for a workshop and equipment storage building, including foundations, floor slabs, walls, trusses, roofing, and other structural elements. It includes dimensions, materials, reinforcing, and other specifications for the pad foundation, concrete slabs, brick columns, steel trusses, metal roofing, retaining walls, and other building components. Plans are provided at scales between 1:10 and 1:100.

1. 6 9 0 x 2 3 0 R C S T R I P
FOUNDATION @ MIN DEPTH
9 0 0 B E L O W N G L
(4 x Y12 WITH MIN 30mm
COVERAGE AND R10 STIRRUPS
@ 300 CS) WITH 50 BLINDING
SCREED BELOW FOOTING AS
T O E N G I N E E R S S P E C .
V E H I C L E
INSPECTION PIT
STEEL FLOATED 150 HEAVY DUTY
REINFORCED CONC FLOOR SLAB ON
DPC ON HARDCORE COMPACTED
F I L L T O 9 8 % A A S H T O
SMOOTH FLOATED 85 RC
FLOOR SLAB ON COMPACTED
HARDCORE FILL TO SUIT
150 HEAVY DUTY REINFORCED
C O NC R A MP O N H A R DC O R E
COMPACTED FILL TO 98% AASHTO
460x460 BRICK CLAD IPE180
COLUMNS @ 5000 CS BOLTED TO
R C P A D F O U N D A T I O N
IBR CHROMADEK ON ALUBUBBLE INSULATION ON
125x65x6 CHANNEL PURLINS BOLTED @ 1600 CS MAX
T O I P E 1 8 0 T R U S S E S @ 5 0 0 0 C S
IBR CHROMADEK ON ALUBUBBLE INSULATION ON
75x50 TIMBER PURLINS NAILED @ MAX 1200 CS TO
2 2 8 x 3 8 T I M B E R T R U S S E S @ 1 10 0 C S M A X
230 CONCRETE BRICK WALL
PLASTERED ON BOTH SIDES
A N D P A I N T E D T O S U I T
M E C H A N I C S
CREEPER ON 50X5
A N G L E R A I L S
O V E R P I T
STD STEEL DOOR
F R A M E F I T T E D
WITH HARDWOOD
OR STEEL DOOR
PRECAST
L I N T O L
IPE180 TRUSSES @
B O L T E D T O I PE 1 80
COLUMNS @ 5000 CS
FIBRE CEMENT BARGE
B O A R D O R L I K E
C O N C D R A I N
COVERED WITH 50mm
S T E E L G R I D
STAINLESS
S T E E L
VENTILATOR
SUMP
PUMP
I N D U S T R I A L R O L L
DOWN STEEL DOORS
0000 NGL1
+0125 FFL1
+0325 FFL2
+2450
+2941
+3625
+5128
+5500 MAX
-1629
-1929
m a x 1 : 5 0 g r a d i e n t
RC COLUMN FOOTING
( s e e d e t a i l )
9kg
extinguisher
escape
ladder
50 STEEL FRAMED EAVES BOLTED
T O I P E 1 8 0 C O L U M N
CLOSED WITH EXPANDED METAL
6 GYPRUM CEILING FIXED TO 38x38
TIMBER BRANDERS FIXED TO U/S
OF TRUSSES @ MAX 400 CS
c o n c
b a s i n
-0775
50/100 THICK CONC APRON
R A K I N G @ 1 : 5 0 M A X
GRADIENT BACK TO BRICK
S P O O N D R A I N0
5
10
20
30
40
50
60
10
5
20
30
brick
scale
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             
   
   
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
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                                            
A
A
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
  
        
fire rated
d o o r
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

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

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





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                           
ROLL UP
D O O R
ROLL UP
D O O R
ROLL UP
D O O R
ROLL UP
D O O R
ROLL UP
D O O R
AC
AC
REMBLOCK30
R ET AI NI N G
WALL @ 70°
N E W G R O U N D
GRADIENT 1:200
OVER APPROX. 51m
F R O M B A S E O F
RETAINING WALL
f a l l d i r e c t i o n
ROLL UP
D O O R
ROLL UP
D O O R
ROLL UP
D O O R
ROLL UP
D O O R
REMBLOCK30
R E TA I NI NG
WALL @ 70°
c o n c
b a s i n
3 0 m p a
C O N C R E T E
R250 STEEL
REINFORCING
150 SMOOTH FLOATED
HEAVY DUTY REINFORCED
CONCRETE FLOOR SLAB
150 CONCRETE
RAMP (30mpa)
R250 STEEL
REINFORCING
5 0 m m
INDUSTRIAL
S T E E L
G R I D
STEEL REINFORCING AND
THREADBAR TO SPEC
220x220X20
BASEPLATE
FIXED WITH
4xM20 BOLTS
115 BRICK
STUB WALL
ON 150 RC
DRAIN SLAB
1 0 0 m m
COMPACTED
S O I LC RE T E
OR SIMILAR
I P E 1 8 0
COLUMN
H AR DCOR E F I LL
C O M P A C T E D T O
98% MOD AASHTO
I N 1 5 0 L A Y E R S
HARDCORE FILL
COMPACTED TO
9 8 % M O D
A A S H T O
115 (460) BRICK
COLUMN CLADDING
85 SMOOTH FLOATED
REINFORCED CONCRETE
F L O O R S L A B
230 PLASTERED
C O N C B R I C K
W A L L5 0 / 1 0 0 C A S T
C O N C R E T E
A P R O N
Y 1 2 S T E E L
REINFORCING
R10 STIRRUPS
@ 3 0 0 C S
3 0 m p a
C O N C R E T E
R250 STEEL
REINFORCING
50 CONCRETE
B L I N D I N G
CONC PAVERS ON
C O M P A C T E D
PREPARED BASE
B R I C K S P O O N
D R A I N M A X
±150mm DEEP
2 3 0 R E I N F O R C E D
CONCRETE OR BRICK
R E T A I N I N G W A L L
HARDCORE FILL
CO MP ACT E D T O
98% MOD AASHTO
1 5 0 H E A V Y D U T Y
CONCRETE FLOORSLAB
R 2 5 0 S T E E L
REINFORCING
M I N 3 0 H A R D
CEMENT SCREED
W I T H F A L L
GRADIENT MIN 1:50
S U M P
P U M P
50mm STEEL
G R A T E
S T A I N L E S S
S T E E L
E X T R A C T O R
I P E 1 8 0
125x65x6 STEEL PURLINS
B O L T E D T O T R U S S E S
0 . 5 I B R
CHROMADEK
ROOF SHEETS
A L U B U B B L E
I N S U L A T I O N
4 x M18 STEEL
BOLTS @ EQUAL
C E N T E R S
I PE1 60 ST E E L
H A U N C H
S T E E L
STIFFENER
DATE: PROJECT: DRAWING: SCALE:
DRAWN BY:CLIENT:
PLOT: SIGNED:
2016 CHANGES SET
(POST APPROVAL
AMENDMENTS)
FLOOR PLAN
SECTION A-A
ELEVATIONS
DETAILS
1:10 1:20 1:50 1:75
1:100
G HZAMBEZI SAFARIS
CLIENT ADDRESS:
08/03/2016
736, KASANE
PVT BAG K15
KASANE
WORKSHOP
AND
EQUIPMENT
STORAGE
REVISIONS
PAGE #:
A1L
DRAWING NUMBER:
/
SUBMITTED:

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


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
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









ZS/2016/002/06
FIRE LEGEND
SEE SITE PLAN
BUILDING AREAS
SITE AREA 3513 sqm
PROPOSED WORKSHOP 364.6 sqm
COVERAGE 10.4%
PARKING
19 PARKINGS (MIN 10 @ 1 per 40m²)
- 16 STANDARD (OVERSIZE) [3x5]
- 1 DISABLED [3.8x5]
- 2 MEDIUM BUS [3x7]
- 2 LOADING/PARKING/MAINTENENCE BAYS(COVERED)[5x9]
- 1 MAINTENANCE/INSPECTION BAY (COVERED) [5x9]
- 1 LOADING BAY (UNCOVERED) [5x9]
(+ 1 WASH BAY)
(+ UP TO 8 BICYCLE SPACES)

2. PRISON
SEBOBA
THEBE
RIVER
SAFARIS
PRISON
FARM
CJSS
BPC
SS
TO
NGOMA
IC
IC
1800blockwall
1 8 0 0 b l o c k w a l l
d r a i n t o s e p a r a t o r
S P O O N D R A I N
150 CONCRETE
SLAB
drain to
separator
IC
IC
S P O O N D R A I N
SPOONDRAIN
L E V E L E D
EARTH AREA
L E V E L E D
EARTH AREA
PAVED AREA
PAVED AREA
3 - W A Y
SPOTLIGHTS
M O U N T E D
O N C C A
P O L E T O
S P E C
3 - W A Y
SPOTLIGHTS
M O U N T E D
O N C C A
P O L E T O
S P E C
2 - W A Y
SPOTLIGHTS
M O U N T E D
O N C C A
P O L E T O
S P E C
2 - W A Y
SP O T L I G H T S
MOUNTED ON
CCA POLE TO
S P E C
F U T U R E
DEVELOPMENT
DATE: PROJECT: DRAWING: SCALE:
DRAWN BY:CLIENT:
PLOT: SIGNED:
2016 CHANGES SET
(POST APPROVAL
AMENDMENTS)
SITE PLAN
LOCATION PLAN
1:200 1:5000
G HZAMBEZI SAFARIS
CLIENT ADDRESS:
08/03/2016
736, KASANE
WORKSHOP
AND
OPERATIONS
BASE
REVISIONS
PAGE #:
ZS/2016/001/06
A1L
DRAWING NUMBER:
/
SUBMITTED:
PVT BAG K15
KASANE
FAP
XXXX
FAP
FIRE LEGEND BUILDING AREAS
SITE AREA 3513 sqm
PROPOSED WORKSHOP 364.6 sqm
COVERAGE 10.4%
PARKING
19 PARKINGS (MIN 10 @ 1 per 40m²)
- 16 STANDARD (OVERSIZE) [3x5]
- 1 DISABLED [3.8x5]
- 2 MEDIUM BUS [3x7]
- 2 LOADING/PARKING/MAINTENENCE BAYS(COVERED)[5x9]
- 1 MAINTENANCE/INSPECTION BAY (COVERED) [5x9]
- 1 LOADING BAY (UNCOVERED) [5x9]
(+ 1 WASH BAY)
(+ UP TO 8 BICYCLE SPACES)





3. SOCKETS + LIGHTS - GROUPS, PHASES + BREAKER SIZES
DATE: PROJECT: DRAWING: SCALE:
DRAWN BY:CLIENT:
PLOT: SIGNED:
G H
CLIENT ADDRESS:
REVISIONS
PAGE #:
A1L
DRAWING NUMBER:
/
SUBMITTED:
ELECTRICAL PLAN
LIGHTS LAYOUT
1:50
G H ZS/2016/ELEC/L/01ZAMBEZI SAFARIS
03/03/2016
736, KASANE
PVT BAG K15
KASANE
WORKSHOP
AND
EQUIPMENT
STORAGE

4. SOCKETS + LIGHTS - GROUPS, PHASES + BREAKER SIZES
DATE: PROJECT: DRAWING: SCALE:
DRAWN BY:CLIENT:
PLOT: SIGNED:CLIENT ADDRESS:
REVISIONS
PAGE #:
A1L
DRAWING NUMBER:
/
SUBMITTED:
ELECTRICAL PLAN
POWER LAYOUT
1:50
G H ZS/2016/ELEC/P/01ZAMBEZI SAFARIS
03/03/2016
736, KASANE
PVT BAG K15
KASANE
WORKSHOP
AND
EQUIPMENT
STORAGE