GENERAL NOTES

All building work to be in accordance with National Building Regulations SANS 10400, SANS 204 as well as by-laws and requirements of Local Authority.All levels, heights and dimensions to be verified on site.Errors, discrepancies or omissions from these drawings must be reported to designer immediately.These drawings are not to be scaled and figured dimensions must be utilised.FOUNDATIONSAll vegetable matter to be removed from within perimeter of building.Foundations taken down to depth in accordance with appointed Engineer's design.Concrete to be 10 MPa. Minimum depth 600mm. Size determined by Engineer.All soil compaction to Engineer's specification.Consolidated fill to be treated with ant poison.WALLSAs per Part K of SANS 10400.Walls in accordance with Schedule 1 Table 2 and freestanding walls Schedule 1 Table 5 of NBR.Brickforce minimum every 6th course.No DPC to freestanding walls.Weepholes and expansion joints as necessary to freestanding walls.RC lintels over all openings.Painting and preparation to comply with manufacturer's specifications.DAMP PROOFINGDPC to be a minimum of 150mm above ground level.DPM to be a minimum of 0.250mm thick.DPM to be on compacted fill.DPC to be provided to all window cills.STRUCTURERC structure to be in accordance with appointed Structural Engineer's details.Monolithic components to be constructed in accordance with SABS 0100 or SABS 0145.CHIMNEYS & FIREPLACEChimneys and fireplace in accordance with Part V of NBR.DRAINAGEAll drainage works to be in accordance with Municipality drainage requirements.100mm diameter UPVC sewer pipe drain with a minimum fall of 1:60.100mm diameter OVP at head of drain.All drainage chased into walls to allow access to bends.Lintels to be built over drainage passing through walls and drainage to be encased in concrete sleeve where it passes under building. Foundations to be reinforced where passing over WP.IE's to be provided at maximum 24 metres centre to centre.Gullies to have a minimum of 150mm upstand all around.No bends or junctions under building.1 metre concrete or brick apron around building where gutters are not provided.Provide rodding eyes at head of drain, to all changes of direction and at a maximum of 25m intervals.Provide inspection eyes at all junctions of drain. Inspection eyes to have marked covers at ground level.WP to bath, shower and sinks to be minimum 40mm diameter. WP to WHB and bidets to be minimum of 32mm diameter.All waste pipes to have 65mm reseal traps or vented traps to waste fittings 3m or longer.All showers to have brass traps.450X450mm FC access panel to all drainage ducts.All soil fittings with vertical discharge greater than 1220mm to have anti syphon vent pipes.All piping from basins chased into brickwork to be inspected and approved by Council before covering up.ROOFRoof trusses manufactured in accordance with Part L Roofs of SANS 10400 or designed by Engineer in accordance with SANS 10160: Loading Code and SANS 10163: The Structural Use of Timber.Roof construction to conform to Part 1 Schedule 1 Table 1 of NBR with approved underlay.GS strap as anchorage to all roof trusses and wall plates.GS flashing as necessary.All waterproofing to manufacturer's specification.STAIRCASES & BALUSTRADESAs per Part M of SANS 10400 and to comply to SABS requirements.Staircases to have treads minimum 250mm and risers maximum 200mm.Balustrades minimum 1000mm height and openings max 100mm.TIMBERAll timber in accordance with SANS 0163.ALUMINIUM DOORS & WINDOWSIn accordance with AAAMSA and SABS rules and requlations.GEYSERGeyser to SABS 0254All exposed hot water piping to be insulated with min R-value of 1.0GLAZINGAs per Part N of SANS 10400 and to comply to SABS requirements.6.5mm PVC laminated safety glass to be used from 0 to +900mm affl.POOL SAFETYPool Safety in accordance with SABS 1390 and Section 4 of NBR, including self closing and locking gate.TILINGAluminium trim to all tile edging.PAVINGPaving apron of 1m wide to perimeter of building where gutters are not specified .

HOUSEWORK

03.01385

DU

Floor Plans and Site Plan

CELL: 082 457 2785

19 TUSCANY GROVECAMPBELL ROAD, CRAIGAVONGAUTENG

PO B

OX

2324

FOU

RWAY

S, S

AND

TON

2055

LESLIE & LINDA BOSMA

ERF 8639 EASTFORD DOWNS,KNYSNA

diet

er@

hous

ewor

k.jo

burg

11

x 19

0 =

2 08

5

1

2

3

4

5

6

7

8

9

10

8 x

170

= 1 3

60

1

2

3

4

5

6

7

D16

2 125900

D02

2 3801 300

W19

1 455991

W08

1 55

01

100

W06

1 87

11

100

W18

1 455991

W09

1 205791

W11

1 20

579

1

W10

1 20

579

1

W27

1 300902

W02

584584

D07

2 12

53

400

D08

2 12

53

400

W15

1 10

569

1

W22

1 105691

W23

1 10

569

1

W20

1 45

599

1

D11

2 12

588

0

D03

2 38

01

300

D04

2 12

588

0

D13

2 12

588

0

W05

584

584

D01

2 12

51

700

W16

1 455991

W13

1 10

569

1

W14

1 10

569

1

W17

1 45

599

1

W12

1 20

579

1

D06

2 12

51

300

W03

584584

D12

2 125880

D10

2 125880

W26

1 20

280

3

W25

1 20

280

3

D17

2 55

05

420

D05

2 3801 300

D15

2 12

588

5

D14

2 12

588

5

Gas

Ove

n

N

5 650220

930220

2 340220

1 450220

3 795105

5 090

1 09

890

087

810

592

05 

759

220

2 83

61 

782

2 87

5

9 65

9

105

2 31

022

01 

880

220

514

791

795

230

220

690

220

1 40

010

5

460

220

7 11

322

01 

860

220

2 08

422

0

105

1 14

122

023

0

2201 2478801 800

220930

2201 100

405105

2172 761 2 761 2 761

217

105 3 06

299

134

522

0

4 39

8

220

1 72

999

14 

393

220

2 77

022

0

7 55

32 

990

220

1 57

71 

300

1 76

822

011

590

019

810

593

022

0

4 86

422

02 

248

220

1 15

022

0

1 73

199

14 

391

3452206 090

2201 165

635

691

754

227

584

1 49

4

2 08

02 

304

±0.000

+1.105

-0.255

-0.255

+1.020

-0.085

+0.000

-0.255+0.935

+0.885

-0.085E-01E-01

E-02E-02

E-03

E-03

E-05

E-05

E-06

E-06

E-07

E-07

E-08

E-08

E-09

E-09

E-10

E-10

E-11

E-11

E-28

E-28

Exist

ing re

tainin

g wall

s.

Stair t

o com

ply to

part M

of N

BR. M

ax ris

er 20

0mm

and m

in tre

ad 25

0mm.

Struc

tural

desig

nby

Engin

eer. S

ee "S

TRUC

TURE

" und

er "G

ENER

AL N

OTES

".

All ex

terna

l wall

s 220

mm br

ick (e

xcl p

laster

) spe

c. Ma

sonry

wall

s ach

ieve a

min

R-Va

lue of

1.9. W

alls t

o com

ply w

ith pa

rt 'K'

of SA

NS 10

400.

Bagg

ed pl

aster

and p

aint fi

nish P

lasco

n"M

icatex

" or a

pprov

ed eq

uivale

nt. C

olour

to ap

prova

l of H

OA.

Stair t

o com

ply to

part M

of N

BR. M

ax ris

er 20

0mm

and m

in tre

ad 25

0mm.

Struc

tural

desig

nby

Engin

eer. S

ee "S

TRUC

TURE

" und

er "G

ENER

AL N

OTES

".

Stair t

o com

ply to

part M

of N

BR. M

ax ris

er 20

0mm

and m

in tre

ad 25

0mm.

Struc

tural

desig

nby

Engin

eer. S

ee "S

TRUC

TURE

" und

er "G

ENER

AL N

OTES

".

Side h

ung t

imbe

r hard

wood

shutt

ers m

anufa

ctured

by do

or & w

indow

supp

lier to

doors

and

windo

ws w

here

show

n. Pa

inted

Plas

con '

Velva

glo' o

r equ

ivalen

t. Colo

ur to

appro

val o

f HOA

.

345

220

1 65

058

41 

346

220

1 30

022

02 

566

902

651

220

2 61

622

0

345

1 87

058

478

178

51 

300

785

2 00

190

287

130

125

294

1 50

029

412

546

8

345

3 23

52 

870

3 77

42 

836

345

3 23

52 

870

3 77

42 

836

345

12 7

15

2201 2651 1002 0501 1001 265

2202306911 628691

2302206905 420 Opening690

220102201 880

22010220

433584

4332205637911 088791563

1051 857

2201 606

2201 188

2201 4851 1002 0501 1001 485

2306911 628691

2309105 420 Opening690

2302201 880

220663584

4337837911 0887912 524

2201 606

2201 408

7 2203 4707 020230

2 3201 6805 9762 0461 40831 370

2201 1211 3002 089

105600880685

2201 2479911 818691

446545691

3452205577911 110

1054781 3001 7889911 100

2205953 400 Door5873 400 Door735

1 3411 3002 7948802 1529911 818691446

545691345

7777911 6931 3001 7889911 3205953 400 Door5873 400 Door735

12 4131 5818 6598 717

Exter

nal 8

l gas

wate

r hea

ter un

it enc

losed

in fa

brica

ted w

eathe

rproo

f and

venti

lated

struc

ture a

nd fix

ed to

wall

. No e

lectric

al po

int re

quire

d. All

ducti

ng an

d pipe

s to b

e buil

t into

struc

ture.

All ex

pose

d hot

water

pipin

g to b

e ins

ulated

with

min

R-va

lue of

1.0

Timbe

r exte

rnal w

indow

s, do

ors an

d fram

es. S

ee sc

hedu

le. To

comp

ly wit

h Part

'N' o

f SAN

S10

400.

Ensu

re no

gaps

arou

nd fra

mes a

nd al

l ope

ning s

ectio

ns to

be pr

operl

y wea

therpr

oofed

.

Stair t

o com

ply to

part M

of N

BR. M

ax ris

er 20

0mm

and m

in tre

ad 25

0mm.

Struc

tural

desig

nby

Engin

eer. S

ee "S

TRUC

TURE

" und

er "G

ENER

AL N

OTES

".

Torch

on bi

tumino

us w

aterpr

oofin

g on a

ll exp

osed

parap

et wa

lls an

d sills

by sp

ecial

ist.

This

portio

n of g

arden

wall

as sh

own o

n plan

to be

rebu

ilt in

posit

ion sh

own.

220m

m bri

ckto

max 1

800m

m affl

. Torc

h-on b

itumi

nous

wate

rproo

fing t

o para

pet. P

laster

and p

aint to

match

hous

e.

Exist

ing br

ick pa

ving t

o driv

eway

. Mak

e goo

d whe

re req

uired

.

Side h

ung t

imbe

r hard

wood

shutt

ers m

anufa

ctured

by do

or & w

indow

supp

lier to

doors

and

windo

ws w

here

show

n. Pa

inted

Plas

con '

Velva

glo' o

r equ

ivalen

t. Colo

ur to

appro

val o

f HOA

.

Exist

ing ro

of (an

d exis

ting b

uildin

g stru

cture)

to be

retai

ned a

nd re

nova

ted as

show

n..

MS ba

lustra

de to

comp

ly to

part M

of N

BR. B

alustr

ade m

in 10

00mm

affl.

Brick

entra

nce p

ortal

as sh

own w

ith st

ucco

or pl

aster

rend

ering

to em

ulate

natur

al ce

ment

colou

r. Colo

ur to

appro

val o

f HOA

.

Conc

rete m

olding

s and

350m

m ca

ntilev

ered b

ay w

indow

proje

ction

finish

ed w

ith st

ucco

orpla

ster re

nderi

ng to

emula

te na

tural

ceme

nt co

lour. C

olour

to ap

prova

l of H

OA.

Gas b

ottles

to be

hous

ed in

this

cupb

oard

with d

oors

unde

rcut to

allow

for a

dequ

ate ve

ntilat

ion.

Gas i

nstal

lation

by ce

rtified

insta

ller to

SABS

requ

ireme

nts an

d to c

omply

to al

l relev

ant

secti

ons o

f NBR

.

All ex

terna

l wall

s 220

mm br

ick (e

xcl p

laster

) spe

c. Ma

sonry

wall

s ach

ieve a

min

R-Va

lue of

1.9. W

alls t

o com

ply w

ith pa

rt 'K'

of SA

NS 10

400.

Bagg

ed pl

aster

and p

aint fi

nish P

lasco

n"M

icatex

" or a

pprov

ed eq

uivale

nt. C

olour

to ap

prova

l of H

OA.

Make

good

exist

ing br

ick pa

ving w

here

requir

ed

Meran

ti auto

mated

tip-up

garag

e doo

r and

frame

as pe

r sch

edule

. Elec

tric m

otor b

y spe

cialist

and b

attery

back

up by

spec

ialist

. Col:

TBC

Exist

ing flo

or sla

bs to

be re

taine

d. Sm

all ar

eas w

here

heigh

t cha

nges

are r

equir

ed ar

eide

ntifie

d on s

ectio

ns an

d are

to be

chan

ged a

ccord

ingly.

Timbe

r exte

rnal w

indow

s, do

ors an

d fram

es. S

ee sc

hedu

le. To

comp

ly wit

h Part

'N' o

f SAN

S10

400.

Ensu

re no

gaps

arou

nd fra

mes a

nd al

l ope

ning s

ectio

ns to

be pr

operl

y wea

therpr

oofed

.

MS ba

lustra

de to

comp

ly to

part M

of N

BR. B

alustr

ade m

in 10

00mm

high

.

MS ba

lustra

de to

comp

ly to

part M

of N

BR. B

alustr

ade m

in 10

00mm

affl.

Conc

rete c

olumn

s, ca

ps an

d bas

es O

ld Wo

rld C

oncre

te 'Ty

pe 12

10' (0

21 93

5 139

0 /ww

w.oldw

orld.c

o.za).

Heig

hts as

dime

nsion

ed. E

ngine

er to

confi

rm st

ructur

al de

sign.

Interi

or do

ors se

mi so

lid tim

ber. S

ee sc

hedu

le. D

oors

and f

rames

paint

ed Pl

asco

n 'Ve

vaglo

'.Co

l: TBC

Door

to be

clas

s B fir

e doo

r. See

sche

dule.

To co

mply

with P

art 'N

' of S

ANS 1

0400

. Pain

tedPla

scon

'Vev

aglo'

. Col:

TBC

Bagg

ed pl

aster

and p

aint fi

nish P

lasco

n "Wa

ll & Al

l" or a

pprov

ed eq

uivale

nt to

all in

terna

l wall

s.

Ø100

SWP @

min

1:50 f

all co

nnec

ts to

septi

c tan

k.

BICs b

y Kitc

hen C

upbo

ard sp

ecial

ist.

Ø100 SWP & OVP

REIEIE

G

IE

Ø100 SWP & OVP

WC

Ø10

0SP

Basi

n Ø

50W

P

Sink

Ø50

WP

DW

Ø50

WP

WM

Ø50

WP

Ø100 SWP & OVPWC Ø100SPBasin Ø50WP

Shwr Ø50WP

Ø10

0 SW

P &

OVP

WC

Ø10

0SPBa

sin

Ø50

WP

Shw

r Ø50

WP

IE

IE

IE

RE

Ø100 SWPENCASED IN CONC

UNDERFLOOR SLAB

Ø100 SWPTO SEPTIC TANK

Ø100 SWP minfall 1:50 to connect toseptic tank. Re-instateexisting line and make

good as required

ENTRANCE

CO

UR

TYA

RD

GU

EST

WC

GARAGE

DINING

SCULLERY

LOUNGE

EX

IST

STA

FF W

C

STOEPGUEST TERRACE

DRIVEWAY

KITCHEN

BTHRM 2

BEDROOM 2

STORE

EXISTGUEST BTHRM

EXIST GUEST BEDRM

YA

RD

Ø85

PVC

RW

DP

WC Ø100SP

Basi

n Ø

50W

P

All walls togarage to be builtas fire walls anddoor to be class

B fire door.

11

x 19

0 =

2 08

5

1

2

3

4

5

6

7

8

9

10

W21

1 455991

W04

584

584

W28

750

500

D09

2 12

52

400

W24

1 4871 128

W01

584

584

W07

2 12

51

128

E-07

E-07

E-11

E-11

5651 160105230

5841 6511 0702 001220

3451 7155841 6511 0702 221

3457 240

5651 160105

5 535220

460

220

371

220

1 12

822

037

110

565

799

13 

050

220

1 86

022

0

460

2 31

010

54 

698

3 76

4

+3.145

+3.060

MS ba

lustra

de to

comp

ly to

part M

of N

BR. B

alustr

ade m

in 10

00mm

affl.

MS ba

lustra

de to

comp

ly to

part M

of N

BR. B

alustr

ade m

in 10

00mm

affl.

Stair t

o com

ply to

part M

of N

BR. M

ax ris

er 20

0mm

and m

in tre

ad 25

0mm.

Struc

tural

desig

nby

Engin

eer. S

ee "S

TRUC

TURE

" und

er "G

ENER

AL N

OTES

".

Torch

on bi

tumino

us w

aterpr

oofin

g on a

ll exp

osed

parap

et wa

lls an

d sills

by sp

ecial

ist.

5 830970

1 723220

3 367220

1 710

2204205841 2032 4001 478

500215220

1 7233 8071 710

2203 8159001 115970

220

Conc

rete m

olding

s and

350m

m ca

ntilev

ered l

edge

with

stuc

co or

plas

ter re

nderi

ng to

emula

tena

tural

ceme

nt co

lour. C

olour

to ap

prova

l of H

OA.

Conc

rete c

olumn

s, ca

ps an

d bas

es O

ld Wo

rld C

oncre

te 'Ty

pe 12

10' (0

21 93

5 139

0 /ww

w.oldw

orld.c

o.za).

Heig

hts as

dime

nsion

ed. E

ngine

er to

confi

rm st

ructur

al de

sign.

Struc

tural

slabs

to En

ginee

r's de

sign a

nd to

comp

ly wit

h part

'B' o

f SAN

S 104

00. S

ee"S

TRUC

TURE

" und

er "G

ENER

AL N

OTES

".

Bagg

ed pl

aster

and p

aint fi

nish P

lasco

n "Wa

ll & Al

l" or a

pprov

ed eq

uivale

nt to

all in

terna

l wall

s.

Timbe

r exte

rnal w

indow

s, do

ors an

d fram

es. S

ee sc

hedu

le. To

comp

ly wit

h Part

'N' o

f SAN

S10

400.

Ensu

re no

gaps

arou

nd fra

mes a

nd al

l ope

ning s

ectio

ns to

be pr

operl

y wea

therpr

oofed

.

Conc

rete m

olding

s and

350m

m ca

ntilev

ered l

edge

with

stuc

co or

plas

ter re

nderi

ng to

emula

tena

tural

ceme

nt co

lour. C

olour

to ap

prova

l of H

OA.

105 b

rickw

ork w

ith ba

gged

finish

both

sides

.

Ø85 P

VC R

WP to

be bu

ilt int

o stru

cture

to dis

charg

e rain

water

from

slab r

oof. W

aterpr

oofin

gis

to be

fully

dress

ed in

to the

drain

age o

utlets

to en

sure

a wate

rtight

seal.

WC

Ø10

0SP Bath Ø50WP

Shw

r Ø50

WP

Ø100 SWP & OVP

Basi

n Ø

50W

P

MN BTHRM

MN BEDRM

BALCONY

STA

IRW

ELL

Ø85

PVC

RW

DP

NEIGHBOUR'S CONSENT

ERF 8640

I, ........................................................................., the owner of ERF 8640 accept the double storey and balconies as shown on this drawing.

Signed ................................................................

ERF 48

I, ........................................................................., the owner of STAND 48 accept the double storey and balconies as shown on this drawing.

Signed ................................................................

ERF 54

I, ........................................................................., the owner of STAND 54 accept the double storey and balconies as shown on this drawing.

Signed ................................................................

PL01 Ground Floor Plan 1:50 PL02 First Floor Plan 1:50

As Indicated

EASTFORD DOWNS GUIDELINESIt is noted that these plans have been prepared in

accordance with the Building & LandscapingGuidelines for Eastford Downs.

All building activity is bound to comply to the samerules as defined in the indicated document and all

contractors and sub-contractors must ensure that theyare familiar with the conditions described within theBuilding Code of Conduct before commencing work.

B

2017.09.05

J. TRUDASACAP REGISTRATION: T0321