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1 Nyarota Family Revised

The document contains detailed construction notes and specifications for a building project, including roof pitch, dimensions, and materials to be used. It emphasizes the importance of using figured dimensions, checking for discrepancies, and obtaining necessary permissions for the drawings. Additionally, it outlines drainage requirements and foundation details, ensuring compliance with engineering specifications and municipal building laws.

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akchibadu
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0% found this document useful (0 votes)
17 views1 page

1 Nyarota Family Revised

The document contains detailed construction notes and specifications for a building project, including roof pitch, dimensions, and materials to be used. It emphasizes the importance of using figured dimensions, checking for discrepancies, and obtaining necessary permissions for the drawings. Additionally, it outlines drainage requirements and foundation details, ensuring compliance with engineering specifications and municipal building laws.

Uploaded by

akchibadu
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as PDF, TXT or read online on Scribd
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NOTES

-Do not scale drawing; only figured dimensions to


be used.
-All dimensions to be checked and any
ROOF NOTES : discrepancies reported to the Architects.
PITCH 27º -This drawing is the copyright of Archvault
Chromadeck roofing sheets fixed
W-02 on 52x76mm purlins @ 1100mm max centres on timber rafters @ Designs and may not be used except with the
1100mm max centres secured to 114x38mm wall plate by hoop irons @
900mm max centres. written permission.
W-06 SP W-06 W-04
W-05 W-05 W-07 SVP
NGL NGL W-03 SP W-03 NGL 27° Roof Pitch
NGL
RW RW G G 110mmø PVC pipe laid @1:60 fall RW G RW
connected to Septic Tank & Soakaway.
WEST ELEVATION M/H
450mm min invert level below NGL.
RW
NORTH ELEVATION 110mmø PVC pipe laid @1:60 fall
connected to Septic Tank & Soakaway.
SCALE 1:100 SCALE 1:100
450mm min invert level below NGL.

230X300mm
RC beam by
specialist.

NOTES 230X300mm
ROOF NOTES :
-Do not scale drawing; only figured dimensions to
PITCH 5º
Chromadeck roofing sheets fixed
to prefabricated timber trusses by Gangnail or be used.
RC beam by
specialist.
similar approved at 1100mm max centres. All
roofing details &
specifications to engineer specifications -All dimensions to be checked and any discrepancies
38x38mm roof battens @ 300mm C/C on
114x38mm soft wood timber wall plate secured to
brickwork by hoop irons at 900mm max centres. W-10 reported to the Architect.

W-09 -This drawing is the copyright of Chibika Architect


and may not be used except with the written
CEILING
permission of the Architects.

CEILING
Foundations
300X230MM
RC BEAM TO
STRUCT.
All foundations,foundations walls,structural concrete

3,700
ENG. SPEC.
works&subsoil
2,800

FFL FFL FFL stormwater drainage to engineer's specifications


NGL KITCHEN 240 x 450mm concrete strip footings under 115mm
MAIN Porcelain ties
215 2,100

brickwalls
VERANDAH
Porcelain tiles LOUNGE 250 x 690 mm concrete strip footings under 230mm
W-01
brickwalls
RW

300
Porcelain tiles
NGL NGL SVP
TION FOUNDATION DETAIL:
- TILE FLOOR FINISH,
Roof pitch 5°.
Chromadeck roof ridge closer on chromadeck
W-04 W-04
705

-ON 40MM CONC SAND SCREED,

850
-ON 100mm R.C. SURFACE BED TO ENG. APPROVAL
-250 MICRON BLACK POLYTHENE D.P.M
-ON 150mm LAYERS OF WELL COMPACTED BACKFILL
-FOUNDATION DEPTH TO BE DETERMINED ON SITE.
-MIN DEPTH IS 750MM
roofing sheets on 52 x 76mm s/w purlins @1200mm

NGL
max centre.
NGL SP
230

690
NGL W-08 W-08
ARCHVAULT DESIGNS
690 690 690 Prefabricated roof trusses by gang nail or similar
FOUNDATION DETAIL:
approved materials @
1200mm max centres on 115x 38mms/w treated NGL
wall plate well bedded
G.I Flashing in mortar and secured by hoop irons at 1000mm max G G RW - Tiled floor finish,
centres.
-on 40mm grano screed,
EAST ELEVATION SOUTH ELEVATION110mmø
Plastered ceiling on 38x38 s/w blanderings fixed
both ways at 400 max
centres. 76mm coved cornice and 228 x 13a/c fascia
and barge boards.
PVC pipe laid @1:60 fall -on 100mm R.C. surface bed to Engineer's details.
-250 Miccron black polythene D.P.M
Architectural Designs and Building
connected to Septic Tank & Soakaway.
SCALE 1:100
Provide GI gutters and down pipes

SCALE 1:100
septic tank -on 150mm layers of well compacted hardcore fill.
soakaway WALL CONSTRUCTION
Unless otherwise stated, walls shall be of tested and
450mm min invert level below NGL. 230x230mm
Conc strip
-Foundation depth to be determined on site.
230x230mm
Conc strip Consultancy.
approved bricks -750mm min depth below Natural Ground Level.
FFL FFL FFL FFL
NGL
bedded in 1:4 mortar.Provide brickforce after every
footings. footings.
RW third course
immediately below slab level;thereafter every fourth
course to underside
1500

SECTION S-DD
of wall plate. Render 13mm sand and cement
TION woodfloat plastering both
internal and external

DRAINAGE NOTES
Room 2 Ground Floor Towers Complex
1.PROVIDE I.E.S TO ALL JUNCTIONS AND
Scale 1:50
37 R. Mugabe Way
structural wall
BENDS AS SHOWN
2.PROVIDE ACCESS EYES TO BRACH
section x-x 1:50 DRAINES MORE THAN
1200MM IN LENGTH
3000 4500 3. PROVIDE SEALED TRAPS TO WASTE
Mutare
o.
finished floor level
100mm conc. slab
FITTINGS
230 230
4.ALL PVC WASTE PIPES FROM FITTINGS TO

N
dpm on 50mm sandblinging
230 FALL MIN 1:40
Cell : +263 772 341 710
ND
150mm compacted hardcore
230
5. ALL CAST IRON PIPES ABOVE GROUND
LEVEL TO BE

A
230 SUPERCAST IRON
Cell : +263 716 916 705
T
6. ALL WASTE PIPES TO BE E/WARE/U PVC TO

364
x x
S
finished floor level vertical dpm ARCHITECT'S
APPROVAL

3,0
1200
1800

Cell : +263 772 791 111


115mm dwarf wall to support
vertical dpm 7. ALL SINKS TO BE FITTED WITH 50MM
SILENT TRAPS TO
E ll ay.

15m
0 fa

00
LIN
ARCHITECT'S APPOVALL

24,
1:6 oakaw .
150mm compacted hardcore FILL MATERIALS AS REQUIRED

00
8.ALL PIPES UNDER SURFACE BED TO BE
Y
230

9,0
R @ S L
NDA
ENCASED IN
id
e la Tank & low NG

000
230
CONCRETE& LAID TO MINIMUM 1:40 FALL
pip
BOU window schedule (scale 1: 100)
230
scale 1:20 9.ALL DRAINAGE WORKS TO COMPLY WITH
VC Septic vel be
PROJECT
MUNICIPAL
P
500
plan 1:50 ø e l
mm d to ert
MODEL BUILDING BY LAWS.

RO
48,

BOU
110 necte in inv
n
230x820 conc. strip footing
co mm m

900
450

NDA
ARCHVAULT DESIGNS Elevation No. Quantity Frame material Glazing Internal sill External sill Fixing Iron mongery
Vertical DPC Detail. Window Schedule

0m
Element ID Quantity W x H Size Sill height Head height 2D Symbol 3D Back View Architectural Desigs & Building Consultants

AD
RY
110 necte in inv
W - 01 3 1,500×900 1,200 2,100

con mm m

mB
Room 2 Ground floor

450
W - 02 3 500×900 1,200 2,100

mm d to ert

LIN
WD - 01 1 2,000×900 1,200 2,100 37 R. Mugabe Way 4,000
Peg lock for top hung opening PROPOSED MAIN HOUSE ON

uild
øP
WD - 01 4 1,500×900 1,200 2,100 Mutare Anodised aluminium frame 6mm clear glass Brick tile on edge steel beads screwed
. Polished quarry tile

E
W-01 03
ine
Barrel bolt lock
450mm min invert level

18,000
WD - 02 5 750×1,500 600 2,100 to main frame

VC Septic vel be

600
gL
rolled to specialist detail
110mmø PVC pipe laid

Brass handles for opening


STAND No. 365 FAIR HOLMES

ing
E. n
D

PR IN HO
i
WD - 03 1 750×1,500 600 2,100
Cell +263 772 341 710
uild
N
connected to Septic

pip
LI
A

WD - 03 1 750×900 1,200 2,100

MA
mB
Tank & Soakaway.

Cell +263 716 916 705


Y 4,960 7,645 5,395

Lin
e la Tank & low NG
O

AR
WD - 04 1 2,000×900 1,200 2,100
Email 520 archvaultp@gmail.com 0m
D
300 PENHALONGA, MUTASA R.D.C
R

OP
WD - 04 3 2,000×1,500 600 2,100
N

e.
id @ So
le
230 BO
230 0 115 230 230 230
00 4,500 00 2,530 5,000 4,185
m

3,
below NGL.

1:6 akaw .
,0
15

ARCHVAULT
@1:60 fall

24

OS USE
0 fa
110mmøSTPVC pipe laid @1:60 fall PROJECT:
connectedANto Septic Tank & Soakaway.
9,

ll
ab W-07
00

36 Dinvert
0

SHEET CONTENT
230

ED
450mm min 6 No level below NGL.
PROPOSED MAIN HOUSE ON

L
48

ay.
5,000
,5

ab . STAND No. 365 TORONTO steel beads screwed Peg lock for top hung opening
00

ab Anodised aluminium frame 6mm clear glass


300

Polished quarry tile Barrel bolt lock


Porcelain tiles

Brick tile on edge


BEDROOM 2

to main frame
BO

W-05 ab W-05
PENHALONGA W-02 01 rolled to specialist detail

600
Brass handles for opening
U

230
rw

600
0m
D
AR

SHEET CONTENT:
O SE2,830

M/H
ab ab
Y
3,345

mB
B.I.C
3,000

LI

1,945
N

GROUND FLOOR PLANS,


U D

E.

NOTES

3,0
BEDROOM 3 ELEVATIONS, AND DETAILS
SE

FLOOR PLAN, ELEVATION,


/H

uild
IH P

2,000
M

ab
A O

00
Porcelain tilesCLIENT:
1
B.I.C

1 00
ROOF NOTES :
M OR

0 ab ab a :40 mm
ab ab -Do not scale drawing; only figured dimensions to Peg lock for top hung opening
ing

00 W-06 W-06 ab
3,500
3,960

tic
24,

In nd fal ø P
W-03

MR T AND MRS M PITCH 5º


P
900

3, Anodised aluminium frame


Sep k SECTION, SITE PLAN AND
m ver So l to V
MANDINGWA
Chromadeck roofing sheets fixed
be used. W-03 02 steel beads screwed Barrel bolt lock

1,500
in t ak S C to prefabricated timber trusses by Gangnail or
6mm clear glass

1,647
ab be lev aw ep Pi
ll Polished quarry tile Brick tile on edge
ay. Brass handles for opening
rw

Lin

similar approved at 1100mm max centres. All


000

0 fa
lo el ay tic pe
115

-All dimensions to be checked and any discrepancies rolled to specialist detail


Tan
600 roofing details & to main frame
1:6 oakaw .
w
G.I FlashingGroto be . Tankat specifications to engineer specifications
Se @
e.

38x38mm roof battens @ 300mm C/C on


ab un 45
y laid nk &
S GL
DETAILS
Revision History
WC

awa
T p
114x38mm soft wood timber wall plate secured to
reported to the Architect.
WHB

d 0m

147
N
BOU

le
an tic S S Sink ipe
/H

W/Machine S S Sink ve m D/Washer RevID ChID Change Name Date


a ow
brickwork by hoop irons at 900mm max centres.

k C p eptic T el bel
M

a
1,000

l. k
rw

C/B
So V -This drawing is the copyright of Chibika Architect
1,915

W-04

7,645
2,030

P S ev
SCULLERY ø
Stove

l
ab ab . mm d to ert
2,885

ine
NDA

110 necte in inv


INE
rw

S and may not be used except with the written


SHR
gL
STA 320

oa
230

TUB Prep Sink Stove 1,500


YL
ST 3

Porcelain tiles n
20

n o m
CLIENT
k
i c mm R
CEILING
permission of the Architects.
uild
aw
,4

2,000 1,170

No.
A
AN 64

ab
48

0
PASSAGE 750
RY
50

5
ND
.

ay 4
mB
5 o
AN1,385

FLD
,5

BOU
115

1,200
D

36 D N

FLD
00

1,200

1,047
m

900
No

Porcelain tiles ab 0
D
LIN
BO

C/B
300 500
N
ab Peg lock for top hung opening
U

48,
.

ND

1
Foundations Anodised aluminium frame
TAPIWA SIBONGILE

147
1 00
N

STA 366
SHR W-04 03 steel beads screwed
i

ST

Brick tile on edge


zz

Polished quarry tile


D

a :40 mm CEILING
Barrel bolt lock
E

1,200 6mm clear glass


115
AR

In nd fal ø P
300X230MM
All foundations,foundations walls,structural concrete rolled to specialist detail
KITCHEN to main frame
cu

RC BEAM TO
Brass handles for opening
rw

m ver Sa l to V
Y

STRUCT.

3,700
3,285 in t ok S C
works&subsoil
LI

ENG. SPEC.
Ja

ab
D/Fridge

be lev aw ep Pi
BATHROOM
ENSUITE
Porcelain tiles

2,800
N

WC

lo el ay tic pe
Porcelain ties
E.

FFL FFL FFL FFL FFL


3,000

FFL FFL stormwater drainage to engineer's specifications


W-04

w to .
1,500

N
No.

1,500
PANTRY Ta at
3,115

WHB KITCHEN
NYAROTA AND MUKUDZEI
G b
ro e nk
NGL NGL un 45
d 0m 2,310 2,000 690 NGL 240 x 450mm concrete
1,6 strip footings under 115mm
PASSAGE

le 2,530
MAIN Porcelain ties
WHB

55
Porcelain tiles
E.

ve m C/B
215 2,100

brickwalls
2,710
W-04

2,870
VERANDAH
N

l.

699
LI

LOUNGE 250 x 690 mm concrete strip footings under 230mm


Y
West Elevation

WC

AR

AND ETHAN MUKARONDA


Porcelain tiles
East Elevation

brickwalls
WHB

ab
RW

Rc beam over
D

300
Porcelain tiles
zz
N
PASSAGE

.
FLD

FLD

e at
0 o

SHR
U
Porcelain tiles

BO

cu
32 D N
115

NGL NGL
SOUTH ELEVATION ab Peg lock for top hung opening
Tank Roof pitch 5°. Anodised aluminium frame
Ja
00

7,945

02 steel beads screwed


SITE PLAN

4,000
AN

ab
FOUNDATION DETAIL:
W-05 6mm clear glass Polished quarry tile Brick tile on edge Barrel bolt lock
,0

- TILE FLOOR FINISH,


rolled to specialist detail
115

600 2,085 600 Chromadeck roof ridge closer on chromadeck


705
24

to main frame
-ON 40MM CONC SAND SCREED,

850

3,301
ST

REVISIONS
SCALES: DRAWN BY:
-ON 100mm R.C. SURFACE BED TO ENG. APPROVAL
Brass handles for opening
DRESSING

-250 MICRON BLACK POLYTHENE D.P.M


18,835

450mm B.I.C roofing sheets on 52 x 76mm s/w purlins @1200mm


500

-ON 150mm LAYERS OF WELL COMPACTED BACKFILL

Scale 1:100
19,050

² ab
Porcelain tiles

-FOUNDATION DEPTH TO BE DETERMINED ON SITE.


Chinowaita
SCALE 1:200
-MIN DEPTH IS 750MM

level. max centre.


ROOM

1:100
230

SITE PLAN
CHECKED BY:
690
MAIN
B.I.C

B.I.C

690
Porcelain tiles
3,000

Prefabricated roof trusses by gang nail or similar


BEDROOM 4 690
3,115

1:200
690
DINING

Mufundirwa
Scale 1:100 approved materials @
LOUNGE Porcelain tiles DATE:

January 2025
FILE NAME:

Hse Nyarota 1200mm max centres on 115x 38mms/w treated Letter Description Date Initials
W-03

1,100 Porcelain tiles


3,805

ab Drawing number: SHEET:


wall plate well bedded
2,269 by hoop irons at 1000mm max
3,305

G.I Flashing 01
in mortar and secured
TDC02.25DWG27/01/25
centres.
115

Plastered ceiling on 38x38 s/w blanderings fixed

1,200
ab 1500Rc Peg lock for top hung opening
both ways at 400 max Anodised aluminium frame steel beads screwed
beam over 6000mm Aluminium sloinding W-06 02 6mm clear glass Polished quarry tile Brick tile on edge Barrel bolt lock
750 centres. 76mm coved cornice and 228 x 13a/c fascia rolled to specialist detail
W-08

door by specialist. to main frame Brass handles for opening


ab and barge boards.
230
BEDROOM

Provide GI gutters and down pipes


Porcelain tiles

Wall to be build to underside


ab ab ab septic tank soakaway 1,786
MAIN

ab 1hr fire resistance of roofing sheet. WALL CONSTRUCTION


1,770

door by specialist. 70
2,000

Unless otherwise1,9stated, walls shall be of tested and


5,000

ab
5,230

VERANDAH

833
ab 4,935 approved bricks
FFL FFL FFL
Porcelain FFL
tiles FFL FFL bedded in 1:4 mortar.Provide brickforce after every
W-01

DOUBLE CAR

NGL NGL NGL


rough cast rc floor

third course
230

RW Anodised aluminium frame


GARAGE

immediately below slab level;thereafter every fourth


W-07 01 6mm clear glass Polished quarry tile Brick tile on edge steel beads screwed Barrel bolt lock
460 Rc beam over 460 rolled to specialist detail to main frame
course to underside

4,350
1500
1,040 3,964 1,721
W-08

5,800
6,260

of wall plate. Render 13mm sand and cement


NORTH ELEVATION
S-DD S-DD
W-02
5,800

3,517
4000mm Aluminium sloinding woodfloat plastering both
W-01

ab door by specialist. ab internal and external


1,500Scale 1:100
230

3,800
3,815
Rc beam over

ab W-09 ab DRAINAGE NOTES


1.PROVIDE I.E.S TO ALL JUNCTIONS AND
1,540

structural wall
BENDS AS SHOWN
2,000

2,000

VERANDAH 2.PROVIDE ACCESS750 EYES TO BRACH


Anodised aluminium frame steel beads screwed
Porcelain tiles
Rc beam over Up and over ectric section x-x 1:50 DRAINES MORE THAN W-08 02 rolled to specialist detail 6mm clear glass Polished quarry tile Brick tile on edge
to main frame
Barrel bolt lock
460

ab door by specialist. ab 1200MM IN LENGTH

1,500
1,647
230

230

3000 4500 3. PROVIDE SEALED TRAPS TO WASTE


ab ab
finished floor level
100mm conc. slab
FITTINGS
230

147
230 4.ALL PVC WASTE PIPES FROM FITTINGS TO
dpm on 50mm sandblinging
RC RAMP FALL MIN 1:40
230
230 230 230 230 150mm compacted hardcore 4,270
230
5. ALL 2,135
CAST IRON PIPES
2,135ABOVE GROUND
4,500 1,500 6,145 4,935 LEVEL TO BE
230 SUPERCAST IRON
996

4,960 1,500 6,145 5,395 6. ALL WASTE PIPES TO BE E/WARE/U PVC TO Anodised aluminium frame
finished floor level vertical dpm x x ARCHITECT'S W-09 01 rolled to specialist detail 6mm clear glass Polished quarry tile Brick tile on edge steel beads screwed Barrel bolt lock
2,596

1,140 16,859 to main frame


APPROVAL
1200
1800

1,600

115mm dwarf wall to support


vertical dpm 7. ALL SINKS TO BE FITTED WITH 50MM
SILENT TRAPS TO Date

GROUND FLOOR PLAN PVC Pipe at


Drawned by:
ARCHITECT'S APPOVALL
230 4,935 230
150mm compacted hardcore FILL MATERIALS AS REQUIRED
230 8.ALL PIPES UNDER SURFACE BED TO BE P.Chinowaita 12/02/2025
100mmø
SCALE 1:100
ENCASED IN4,570 Checked by: Date
5,000 230 1:40 fall to Septic Tank
1,200 115 2,870 230 750
230
CONCRETE&
2,500 LAID TO MINIMUM 1:40 FALL
2,069 P.Mufundirwa
and Saokaway. scale 1:20 230 9.ALL DRAINAGE WORKS TO COMPLY WITH 24/02/2025
PLINTH AREA 284m² Invert level to be 450mm Anodised aluminium frame
745 1,166

MUNICIPAL steel beads screwed


plan 1:50 W-10 01 6mm clear glass Polished quarry tile Brick tile on edge Barrel bolt lock Drawing Scale:
P

rolled to specialist detail


1,911

min below Ground level. MODEL BUILDING BY LAWS. to main frame


AS ON THE DRAWINGS
RW South Elevation 230x820 conc. strip footing Revision:
885

885

GSPublisherVersion 0.12.100.100
WD - 02 AB WD - 02
Vertical DPC Detail. Window Schedule
ARCHVAULT DESIGNS
Element ID Quantity W x H Size Sill height Head height 2D Symbol 3D Back View Architectural Desigs & Building Consultants
230

AB AB AB
W - 01 3 1,500×900 1,200 2,100
1,945

RW W - 02 3 500×900 1,200 2,100 Room 2 Ground floor

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