GENERAL NOTES

-ALL DIMENSIONS ARE IN MILLIMETRES ARE TO BE READ AND NOT

SCALED.

ROOF -
0O ROOF PITCH.
-DESIGNED TRUSSES TO BE SUPPLIED BY AN APPROVED
MANUFACTURER TRUSS MEMBERS SHALL BE MM .G SIZED TO
MATCHING THICKNESS AND JOINTED .
NGL NGL NGL NGL
-WALL PLATES SECURED BY BARBED WIRE AT 5 COURSES BELOW
THE WALLPLATE .
BACK ELEVAATION 1:100
-114x50 WALL PLATE CARBOLINIUMED AND BEDDED ; ROOF TIMBER
SIDE ELEVATION 1:100 BEAMS AT 1370 MAX. 75x50mm PURLINS; IBR SHEETS, AND 225X12 mm
ASBESTOS CEMENT FASCIA BOARDS AND BARGE BOARDS . WITH
GUTTERS

WALLS
-BRICKFORCE EVERY 2 COURSES ON FOUNDATION WALLS AND EVERY
3 OR 4 COURSES ON THE SUPERSTRUCTURE.
-WOODFLOAT FINISH ON AT LEAST 12MM PLASTER SCREED.
-AT LEAST 3 COATS PVA PAINT ON ALL PLASTERED WAL AND GLOSS
PAINT ON ALL METALWORK .
-9 COURSES OF FACE BRICK FRONTAGE FLOOR
NGL NGL -POWER FLOATED MESH REINFORCED 100mm THICK CONC. SLABS
NGL NGL ALLOW FOR 2 LAYER BITUMEN FELT BETWEEN EDGES OF SLABS AND
ALL WELL SURFACES .
SIDE ELEVATION 1:100 FRONT ELEVATION 1:100
CEILINGS
- 6mm BISON BOARD FOR OTHER APPROVED ON 50x38 BRANDERING
AT 400 CENTRES ALLOW 10mm EXPANSION JOINT BETWEEN SHEETS
WINDOW SCHEDULE AND COVER JOINTS WITH 44x 10 COVER STRIPS AND FIX APPROVED
CORNICE TO ALL ROOMS

WINDOWS
125 86
396 346 396 -ALL AS SCHEDULED : BRICK ON EDGE LINTELS AS DETAILED . D.P.C
4no. x16 mmdia. deformedsteel bars W1 : 24 NO. REQD (1:50) APPROVED LOUVRED UNDER CILLS, TURNED UP AT BACK INTERNAL CILLS PLASTERED
WINDOWS WITH 10 NO. 6mm GLASS LOUVRES WITH MESH SCREENS TO 4 WINDOWS AS INDICATED .
20mmc.m rendering
ROUNDED EDGES: PLASTER CILLS INTERNALLY
230

grade 30 mpaconc. mix DOOR

1,480

RHINOBOARD CEILING SKEW -ALL AS SCHEDULED : DOORS TO HAVE COAT OF SANDING SEALER
10 mmstirrups
NAILED TO UNDERSDE OF AND CLEAR EXTERNAL QUALITY VARNISH : FRAMES TO HAVE 2
230
38X38MM SW BRANDERING @ U/COATS AND ONE COAT GLOSS FINISH.
MAX. 400 MM C/C. CORNICES
R.CBEAMDETAIL
TO PERIMETER PAINTING
SCALE 1:10 1,350
-CEILINGS: 2 COATS P .V.A
1,500 -DITTO PLASTERED WALLS PRIME , 2 U/COATS AND 1 COAT GLOSS TO
W2 : 02 NO. REQD (1:50) APPROVED LOUVRED

300
ALL DOOR FRAMES EXPOSED ROOF TIMBERS : SKIRTINGS, PAINT OR
WINDOWS WITH 04 NO. 6mm GLASS LOUVRES WITH
VARNISH AS DIRECTED EXTERNAL WORKS
560

ROUNDED EDGES: PLASTER CILLS INTERNALLY

ENG. DESIGNED 230 X 230 MM - PROVIDE AND LAY PAVINGS AROUND BUILDING AND CONNECTING
CAST-IN-SITU R.C BEAM AT LINKS AS SITE PLAN .

4,500
3,500 W2 : 08 NO. REQD (1:50) APPROVED LOUVRED DOOR HEIGHT
WINDOWS WITH 04 NO. 6mm GLASS LOUVRES WITH

3,000
592

ROUNDED EDGES: PLASTER CILLS INTERNALLY Project title: PROPOSED Client:

2,200
DPC OFFICE BLOCK ON STD 1211- ZIBAGWE RURAL DISTRICT
NGL NGL 1214 ED MNANGAGWA WAY CENTRE
KWEKWE

DRAWN BY : BT TARU DATE : 10-09-2023

230
230
x

345 690
230 5,890 230 SECTION X - X
SCALE 1:100 CHECKED BY: J. NEZOMBA DATE :25-09-2023
230

230

CELL NO. 0778305579/0785183961 EMAIL: bttaru@gmail.com

BOARDROOM -30MM FLOOR SCREED
2,770

W3

W3

EXTENSIOM -100MM CONCRETE SLAB ON DAMP PROOF MEMBRAINE SCALE @ A1: AS SHOWN
-150MM WELL COMPACTED HARDCORE
-MIN. FOUNDATION DEPTH 900M
COUNCIL APPROVAL STAMP
230

(demolish wall)
9,635
W2

W2
6,520

BOARDROOM

16,000

115 115 115 115 115 115 115 115 115 115 115
1,900 1,766 1,000 115 2,389 1,864 1,014 1,865 1,750 1,729 1,614 1,675 1,560 1,660 1,775 230 2,770 230
115

619 115

R.C BEAM R.C BEAM

32

5,000
N
W2

W2

ne1 E11H E11H ne1 ,

505

w1 w1 w1 w1 w1 w1 w1 w1 w1 94
7
OFFICE
230
230

(extension)

LADIES
2,421

STORE E.O.E
2,571

KITCHEN TOILET E.O.F E.O.P RO

ROOM OFFICE
+0.300 OFFICE BE
4,150

+0.300 GENTS +0.300 +0.300 OFFICE

TOILET +0.300 RT
1,244 +0.300

14
M

,
+0.300

00
UG
979

OFFICE

0
AB
EXTENSION RAILWAY STRIP

BUILDING)
E
1,417

(existing
PASSAGE
8,301
ne1

BOARD ROOM
ne1

115 1,087 1,440 1000 230

977

(extension)
AY
115

3,000
+0.300
115

115

760

76,000
at door level
R.C BEAM

24
2,081

,
at door level

00
R.C BEAM

0
4,041

H.R P.E.F
R.C BEAM

C.E.O'S
2,760

N.R
3,542

885
REGISTRY FINANCE FINANCE
W2

W2

OFFICE OFFICE OFFICE OFFICE

+0.300 OFFICE OFFICE
+0.300 +0.300 +0.300 +0.300
+0.300
1,344

230 1,296 115 3,408 230 841 230 +0.300

960

230

STD 1211
R.C BEAM
w1 w1 w1 w1 w1 w1 w1 w1 w1 w1 w1 w1 w1 w1
230

230
230

115 620

w1
729

R.C BEAM
FOYER
at door level

R.C BEAM
R.C BEAM

at door level
R.C BEAM

26,000
+0.030
STEPS
+0.000
W2

W2

CLINIC PROPOSED OFFICE BLOCK

6,499 TOILET
SITE PLAN
SCALE 1:500
230 3,551 115 3,504 6,350 2,838 115 3,884 115 3,458 115 3,350 115 3,550 230 2,770 230
4,900 3,600 7,300 5,800 42,540

FLOOR PLAN 1:100 EXTENSION AREA = STD 1219

x

48.69m2
AREA=432.63m2
GSPublisherVersion 0.75.100.100
GSPublisherVersion 0.37.100.100
0.33.100.100