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

03.02385

DU

Elevations and Sections

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

+0.935

-0.255

+5.145MS

balus

trade

to co

mply

to pa

rt M of

NBR

. Balu

strad

e min

1000

mm hi

gh.

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

".

Weath

erproo

f wall

mou

nted d

ecora

tive e

xterna

l light

fitting

selec

ted by

clien

t. Ligh

t mus

t not

be vi

sible

to ne

ighbo

uring

resid

ents.

MS ba

lustra

de to

comp

ly to

part M

of N

BR. B

alustr

ade m

in 10

00mm

affl.

Exist

ing re

tainin

g wall

s.

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.

Conc

rete p

re-ca

st co

rbel a

s cop

ing de

tail. A

vaila

ble fro

m Ol

d Worl

d Con

crete

(021 9

35 13

90/

www.o

ldworl

d.co.z

a).

New

Terra

ce as

show

n.

Conc

rete p

re-ca

st co

rbel a

s cop

ing de

tail. A

vaila

ble fro

m Ol

d Worl

d Con

crete

(021 9

35 13

90/

www.o

ldworl

d.co.z

a).

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.

Clad i

ndica

ted w

alls w

ith qu

artz (

stone

) or s

ands

tone t

ile

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.

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

.

150m

m wid

e plas

ter su

rroun

d and

cill t

o doo

rs an

d wind

ows a

s sho

wn. S

tucco

or pl

aster

rende

ring t

o emu

late n

atural

ceme

nt co

lour. C

olour

to ap

prova

l of H

OA.

Plaste

r quo

in de

tailin

g to b

uildin

g corn

ers as

show

n.

Truss

(eav

es de

tail) t

rimme

d to f

ollow

deco

rative

profi

le as

show

n.

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

.

Coro

/ Briti

Cord

ova T

errac

otta r

oof ti

les. F

ix on

38X3

8 tim

ber b

atten

s @ ce

ntres

to su

it and

acco

rding

to til

e man

ufactu

rer's

spec

. Sisa

lation

unde

rlay.

New

insula

tion t

o obli

ge th

ermal

requir

emen

ts of

SANS

204:2

011.

Truss

es an

d spa

cing t

o com

ply w

ith pa

rt 'H'

of SA

NS 10

400

and a

s dete

rmine

d by E

ngine

er. Pi

tch 17

.5º. 4

0mm

thk Is

oBoa

rd rig

id ins

ulatio

n boa

rd 60

0mm

width

with I

soPin

e finis

h /ed

ge be

velle

d finis

h fixe

d hori

zonta

lly as

ceilin

g und

ernea

th tru

sses

.Ro

of as

semb

ly to

achie

ve a

min R

-Value

of 3.

7 (Zo

ne 4)

as pe

r SAN

S 204

:2011

. All t

o com

plywit

h part

'L' o

f SAN

S 104

00. S

ee R

oof D

etail.

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..

Verge

and r

idge t

iles t

o matc

h Coro

/ Briti

Cord

ova T

errac

otta r

oof ti

les.

Flat p

anel

solar

colle

ctors

moun

ted on

roof

to co

nnec

t to st

orage

heate

r in ba

throo

m ce

iling

below

. Insta

llatio

n by c

ertifie

d plum

ber to

follo

w ma

nufac

turer'

s spe

c.

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.

Ø85 PVC RWDP

+0.885

-0.085

MS ba

lustra

de to

comp

ly to

part M

of N

BR. B

alustr

ade m

in 10

00mm

high

.

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

".

Weath

erproo

f wall

mou

nted d

ecora

tive e

xterna

l light

fitting

selec

ted by

clien

t. Ligh

t mus

t not

be vi

sible

to ne

ighbo

uring

resid

ents.

MS ba

lustra

de to

comp

ly to

part M

of N

BR. B

alustr

ade m

in 10

00mm

affl.

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 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.

Exist

ing re

tainin

g wall

s.

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

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.

Clad i

ndica

ted w

alls w

ith qu

artz (

stone

) or s

ands

tone t

ile

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

.

150m

m wid

e plas

ter su

rroun

d and

cill t

o doo

rs an

d wind

ows a

s sho

wn. S

tucco

or pl

aster

rende

ring t

o emu

late n

atural

ceme

nt co

lour. C

olour

to ap

prova

l of H

OA.

Plaste

r quo

in de

tailin

g to b

uildin

g corn

ers as

show

n.

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

.

Truss

(eav

es de

tail) t

rimme

d to f

ollow

deco

rative

profi

le as

show

n.

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

.

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

.

Coro

/ Briti

Cord

ova T

errac

otta r

oof ti

les. F

ix on

38X3

8 tim

ber b

atten

s @ ce

ntres

to su

it and

acco

rding

to til

e man

ufactu

rer's

spec

. Sisa

lation

unde

rlay.

New

insula

tion t

o obli

ge th

ermal

requir

emen

ts of

SANS

204:2

011.

Truss

es an

d spa

cing t

o com

ply w

ith pa

rt 'H'

of SA

NS 10

400

and a

s dete

rmine

d by E

ngine

er. Pi

tch 17

.5º. 4

0mm

thk Is

oBoa

rd rig

id ins

ulatio

n boa

rd 60

0mm

width

with I

soPin

e finis

h /ed

ge be

velle

d finis

h fixe

d hori

zonta

lly as

ceilin

g und

ernea

th tru

sses

.Ro

of as

semb

ly to

achie

ve a

min R

-Value

of 3.

7 (Zo

ne 4)

as pe

r SAN

S 204

:2011

. All t

o com

plywit

h part

'L' o

f SAN

S 104

00. S

ee R

oof D

etail.

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..

Verge

and r

idge t

iles t

o matc

h Coro

/ Briti

Cord

ova T

errac

otta r

oof ti

les.

Soldi

er co

urse b

rickw

ork as

arch

ed de

tail o

ver g

arage

doorw

ay. E

ngine

er to

ensu

re su

itable

struc

tural

cons

iderat

ion gi

ven t

o spa

n ope

ning.

Flat p

anel

solar

colle

ctors

moun

ted on

roof

to co

nnec

t to st

orage

heate

r in ba

throo

m ce

iling

below

. Insta

llatio

n by c

ertifie

d plum

ber to

follo

w ma

nufac

turer'

s spe

c.

Prec

ast c

oncre

te 'CA

ROUS

EL M

OULD

ING'

or sim

ilar a

pprov

ed as

corni

ce pr

ofile.

Avail

able

from

Old W

orld C

oncre

te (02

1 935

1390

/www

.oldw

orld.c

o.za).

Torch

on bi

tumino

us w

aterp-

roofin

g on a

ll para

pet w

alls b

y spe

cialist

. Wate

rproo

fing t

o foll

ow pa

rt 'L'

of NB

R.

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

WM

Ø50

WP

IE

DW

Ø50

WP

G

Sink

Ø50

WP

RE

Ø100 SWP minfall 1:50 to

connect to septictank. Re-instateexisting line andmake good as

required

+3.145 slab

±0.000

+6.120 wallplate

+1.105

-0.085

1 00

0 Ba

lu

+3.740 wallplate

2 12

5

2 12

52 

125

1 78

5

MS ba

lustra

de to

comp

ly to

part M

of N

BR. B

alustr

ade m

in 10

00mm

high

.

Exist

ing re

tainin

g wall

s.

Lams

tock B

eam

to En

ginee

r spe

cifica

tion.

Ridge

beam

, rafte

rs an

d exp

osed

surfa

ce of

Isop

ine fin

ish to

be pa

inted

Plas

con '

Wall&

All'

or eq

uivale

nt. C

ol: TB

C

Wood

floate

d plas

ter as

ceilin

g finis

h to s

offit o

f slab

. Pain

t Plas

con '

Wall&

All' o

r equ

ivalen

t.Co

l: TBC

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.

Ridge

beam

, rafte

rs an

d exp

osed

surfa

ce of

Isop

ine fin

ish to

be pa

inted

Plas

con '

Wall&

All'

or eq

uivale

nt. C

ol: TB

C

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

7m (ANGL)

Truss

(eav

es de

tail) t

rimme

d to f

ollow

deco

rative

profi

le as

show

n.

Exist

ing br

ick pa

ving t

o yard

. Mak

e goo

d whe

re req

uired

.

STA

IRW

ELL

Interi

or do

ors se

mi so

lid tim

ber. G

S stee

l fram

es bu

ilt int

o wall

s. Se

e sch

edule

. Doo

rs an

dfra

mes p

ainted

Plas

con '

Veva

glo'. C

ol: TB

C

Coro

/ Briti

Cord

ova T

errac

otta r

oof ti

les. F

ix on

38X3

8 tim

ber b

atten

s @ ce

ntres

to su

it and

acco

rding

to til

e man

ufactu

rer's

spec

. Sisa

lation

unde

rlay.

New

insula

tion t

o obli

ge th

ermal

requir

emen

ts of

SANS

204:2

011.

Truss

es an

d spa

cing t

o com

ply w

ith pa

rt 'H'

of SA

NS 10

400

and a

s dete

rmine

d by E

ngine

er. Pi

tch 17

.5º. 4

0mm

thk Is

oBoa

rd rig

id ins

ulatio

n boa

rd 60

0mm

width

with I

soPin

e finis

h /ed

ge be

velle

d finis

h fixe

d hori

zonta

lly as

ceilin

g und

ernea

th tru

sses

.Ro

of as

semb

ly to

achie

ve a

min R

-Value

of 3.

7 (Zo

ne 4)

as pe

r SAN

S 204

:2011

. All t

o com

plywit

h part

'L' o

f SAN

S 104

00. S

ee R

oof D

etail.

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..

Verge

and r

idge t

iles t

o matc

h Coro

/ Briti

Cord

ova T

errac

otta r

oof ti

les.

Flat p

anel

solar

colle

ctors

moun

ted on

roof

to co

nnec

t to st

orage

heate

r in ba

throo

m ce

iling

below

. Insta

llatio

n by c

ertifie

d plum

ber to

follo

w ma

nufac

turer'

s spe

c.

Timbe

r doo

rs & w

indow

s. Se

e sch

edule

. To c

omply

with

Part '

N' of

SANS

1040

0. En

sure

noga

ps ar

ound

frame

and a

ll ope

ning s

ectio

ns to

be pr

operl

y wea

therpr

oofed

. Pain

ted Pl

asco

n'Ve

vaglo

'. Col:

TBC

All w

alls t

o gara

ge to

be bu

ilt as

fire w

alls.

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

".

Foun

datio

ns to

Engin

eer's

desig

n and

to co

mply

with p

art 'H

' of S

ANS 1

0400

. See

"STR

UCTU

RE" u

nder

"GEN

ERAL

NOT

ES".

Bagg

ed pl

aster

and p

aint fi

nish P

lasco

n "Wa

ll & Al

l" or a

pprov

ed eq

uivale

nt.

GARAGE

MN BEDRM

EX

IST

GU

EST

BT

HR

M

EXIST GUEST BDRM

DININGLOUNGE

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

good as required

Basi

n Ø

50 W

P

WC

Ø10

0 SP

IE

Ø10

0 SW

P &

OVP

IE

IEIE

Shw

r Ø50

WP

WC

Ø10

0 SP

IE

Basi

n Ø

50 W

P

IE

Weath

erproo

f wall

mou

nted d

ecora

tive e

xterna

l light

fitting

selec

ted by

clien

t. Ligh

t mus

t not

be vi

sible

to ne

ighbo

uring

resid

ents.

MS ba

lustra

de to

comp

ly to

part M

of N

BR. B

alustr

ade m

in 10

00mm

affl.

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.

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.

MS ba

lustra

de to

comp

ly to

part M

of N

BR. B

alustr

ade m

in 10

00mm

affl.

Clad i

ndica

ted w

alls w

ith qu

artz (

stone

) or s

ands

tone t

ile

Plaste

r quo

in de

tailin

g to b

uildin

g corn

ers as

show

n.

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

.

Coro

/ Briti

Cord

ova T

errac

otta r

oof ti

les. F

ix on

38X3

8 tim

ber b

atten

s @ ce

ntres

to su

it and

acco

rding

to til

e man

ufactu

rer's

spec

. Sisa

lation

unde

rlay.

New

insula

tion t

o obli

ge th

ermal

requir

emen

ts of

SANS

204:2

011.

Truss

es an

d spa

cing t

o com

ply w

ith pa

rt 'H'

of SA

NS 10

400

and a

s dete

rmine

d by E

ngine

er. Pi

tch 17

.5º. 4

0mm

thk Is

oBoa

rd rig

id ins

ulatio

n boa

rd 60

0mm

width

with I

soPin

e finis

h /ed

ge be

velle

d finis

h fixe

d hori

zonta

lly as

ceilin

g und

ernea

th tru

sses

.Ro

of as

semb

ly to

achie

ve a

min R

-Value

of 3.

7 (Zo

ne 4)

as pe

r SAN

S 204

:2011

. All t

o com

plywit

h part

'L' o

f SAN

S 104

00. S

ee R

oof D

etail.

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..

Verge

and r

idge t

iles t

o matc

h Coro

/ Briti

Cord

ova T

errac

otta r

oof ti

les.

Weath

erproo

f wall

mou

nted d

ecora

tive e

xterna

l light

fitting

selec

ted by

clien

t. Ligh

t mus

t not

be vi

sible

to ne

ighbo

uring

resid

ents.

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.

Exist

ing re

tainin

g wall

s.

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.

Conc

rete p

re-ca

st co

rbel a

s cop

ing de

tail. A

vaila

ble fro

m Ol

d Worl

d Con

crete

(021 9

35 13

90/

www.o

ldworl

d.co.z

a).

Clad i

ndica

ted w

alls w

ith qu

artz (

stone

) or s

ands

tone t

ile

Exist

ing br

ick pa

ving t

o yard

. 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

.

150m

m wid

e plas

ter su

rroun

d and

cill t

o doo

rs an

d wind

ows a

s sho

wn. S

tucco

or pl

aster

rende

ring t

o emu

late n

atural

ceme

nt co

lour. C

olour

to ap

prova

l of H

OA.

Plaste

r quo

in de

tailin

g to b

uildin

g corn

ers as

show

n.

Truss

(eav

es de

tail) t

rimme

d to f

ollow

deco

rative

profi

le as

show

n.

Hardw

ood (

from

susta

inable

sourc

es) d

etailin

g to w

all to

follo

w tha

t sho

wn.

Coro

/ Briti

Cord

ova T

errac

otta r

oof ti

les. F

ix on

38X3

8 tim

ber b

atten

s @ ce

ntres

to su

it and

acco

rding

to til

e man

ufactu

rer's

spec

. Sisa

lation

unde

rlay.

New

insula

tion t

o obli

ge th

ermal

requir

emen

ts of

SANS

204:2

011.

Truss

es an

d spa

cing t

o com

ply w

ith pa

rt 'H'

of SA

NS 10

400

and a

s dete

rmine

d by E

ngine

er. Pi

tch 17

.5º. 4

0mm

thk Is

oBoa

rd rig

id ins

ulatio

n boa

rd 60

0mm

width

with I

soPin

e finis

h /ed

ge be

velle

d finis

h fixe

d hori

zonta

lly as

ceilin

g und

ernea

th tru

sses

.Ro

of as

semb

ly to

achie

ve a

min R

-Value

of 3.

7 (Zo

ne 4)

as pe

r SAN

S 204

:2011

. All t

o com

plywit

h part

'L' o

f SAN

S 104

00. S

ee R

oof D

etail.

Verge

and r

idge t

iles t

o matc

h Coro

/ Briti

Cord

ova T

errac

otta r

oof ti

les.

Flat p

anel

solar

colle

ctors

moun

ted on

roof

to co

nnec

t to st

orage

heate

r in ba

throo

m ce

iling

below

. Insta

llatio

n by c

ertifie

d plum

ber to

follo

w ma

nufac

turer'

s spe

c.Tim

ber d

oors

& wind

ows.

See s

ched

ule. T

o com

ply w

ith Pa

rt 'N'

of SA

NS 10

400.

Ensu

re no

gaps

arou

nd fra

me an

d all o

penin

g sec

tions

to be

prop

erly w

eathe

rproo

fed.

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.

+1.105

-0.255

+4.232 wallplate +4.464 wallplate

+2.210 wallplate

1 00

0 Ba

lu

2 12

5

2 12

5

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.

Lams

tock B

eam

to En

ginee

r spe

cifica

tion.

MS ba

lustra

de to

comp

ly to

part M

of N

BR. B

alustr

ade m

in 10

00mm

high

.

Ridge

beam

, rafte

rs an

d exp

osed

surfa

ce of

Isop

ine fin

ish to

be pa

inted

Plas

con '

Wall&

All'

or eq

uivale

nt. C

ol: TB

C

Rafte

rs an

d exp

osed

surfa

ce of

Isop

ine fin

ish to

be pa

inted

Plas

con '

Wall&

All' o

r equ

ivalen

t.Co

l: TBC

Interi

or do

ors se

mi so

lid tim

ber. G

S stee

l fram

es bu

ilt int

o wall

s. Se

e sch

edule

. Doo

rs an

dfra

mes p

ainted

Plas

con '

Veva

glo'. C

ol: TB

C

7m (ANGL)

Truss

(eav

es de

tail) t

rimme

d to f

ollow

deco

rative

profi

le as

show

n.

Exist

ing br

ick pa

ving t

o yard

. Mak

e goo

d whe

re req

uired

.

Coro

/ Briti

Cord

ova T

errac

otta r

oof ti

les. F

ix on

38X3

8 tim

ber b

atten

s @ ce

ntres

to su

it and

acco

rding

to til

e man

ufactu

rer's

spec

. Sisa

lation

unde

rlay.

New

insula

tion t

o obli

ge th

ermal

requir

emen

ts of

SANS

204:2

011.

Truss

es an

d spa

cing t

o com

ply w

ith pa

rt 'H'

of SA

NS 10

400

and a

s dete

rmine

d by E

ngine

er. Pi

tch 17

.5º. 4

0mm

thk Is

oBoa

rd rig

id ins

ulatio

n boa

rd 60

0mm

width

with I

soPin

e finis

h /ed

ge be

velle

d finis

h fixe

d hori

zonta

lly as

ceilin

g und

ernea

th tru

sses

.Ro

of as

semb

ly to

achie

ve a

min R

-Value

of 3.

7 (Zo

ne 4)

as pe

r SAN

S 204

:2011

. All t

o com

plywit

h part

'L' o

f SAN

S 104

00. S

ee R

oof D

etail.

Bagg

ed pl

aster

and p

aint fi

nish P

lasco

n "Wa

ll & Al

l" or a

pprov

ed eq

uivale

nt.

LOUNGE

GUEST WC

BDRM 2

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

good as required

Ø10

0 SW

P &

OVP

IE

WC

Ø10

0 SP

Basi

n Ø

50 W

P

REIE

IE±0.000 -0.255

1 00

0 Ba

lu

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.

MS ba

lustra

de to

comp

ly to

part M

of N

BR. B

alustr

ade m

in 10

00mm

high

.

7m (ANGL)

Exist

ing br

ick pa

ving t

o driv

eway

. Mak

e goo

d whe

re req

uired

.

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..

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

.

Timbe

r doo

rs & w

indow

s. Se

e sch

edule

. To c

omply

with

Part '

N' of

SANS

1040

0. En

sure

noga

ps ar

ound

frame

and a

ll ope

ning s

ectio

ns to

be pr

operl

y wea

therpr

oofed

. Pain

ted Pl

asco

n'Ve

vaglo

'. Col:

TBC

This

portio

n of fl

oor ra

ised l

evel

with s

urrou

nding

. Tile

on 30

mm sc

reed o

n mini

mum

100m

mthk

surfa

ce be

d rein

force

d with

BRC

weldm

esh (

200m

m Y5

) on 2

50 m

icron

DPC

on w

ellco

mpac

ted so

il. No

floor

insula

tion r

equir

ed (n

o und

erfloo

r hea

ting).

Floo

rs to

comp

ly wit

hpa

rt 'J'

of SA

NS 10

400.

DRIVEWAY GUEST TERRACEEX

IST

GU

EST

BT

HR

M

COURTYARD

±0.000

+3.145 slab +3.060 slab

+5.535 wallplate

+2.210 wallplate

-0.255

1 00

0 Ba

lu

2 12

5

2 12

5

2 12

5

1 78

5

All w

alls t

o gara

ge to

be bu

ilt as

fire w

alls.

Ridge

beam

, rafte

rs an

d exp

osed

surfa

ce of

Isop

ine fin

ish to

be pa

inted

Plas

con '

Wall&

All'

or eq

uivale

nt. C

ol: TB

C

MS ba

lustra

de to

comp

ly to

part M

of N

BR. B

alustr

ade m

in 10

00mm

high

.

Wood

floate

d plas

ter as

ceilin

g finis

h to s

offit o

f slab

. Pain

t Plas

con '

Wall&

All' o

r equ

ivalen

t.Co

l: TBC

Lams

tock B

eam

to En

ginee

r spe

cifica

tion.

Rafte

rs an

d exp

osed

surfa

ce of

Isop

ine fin

ish to

be pa

inted

Plas

con '

Wall&

All' o

r equ

ivalen

t.Co

l: TBC

105 b

rickw

ork w

ith ba

gged

finish

both

sides

.

7m (ANGL)

Truss

(eav

es de

tail) t

rimme

d to f

ollow

deco

rative

profi

le as

show

n.

Exist

ing br

ick pa

ving t

o driv

eway

. Mak

e goo

d whe

re req

uired

.

New

250lt

hot w

ater s

torag

e hea

ter (in

ceilin

g void

abov

e bath

) for fl

at pa

nel s

olar c

ollec

tors

moun

ted on

roof.

Gey

ser to

comp

ly to

SABS

0254

. Elec

trician

to en

sure

isolat

or sw

itch a

ndsu

itable

powe

r sup

ply. O

verflo

w pip

e to l

ead o

utside

. All e

xpos

ed ho

t wate

r pipi

ng to

beins

ulated

with

min

R-va

lue of

1.0.

Instal

lation

by ce

rtified

plum

ber to

follo

w ma

nufac

turer'

ssp

ec.

Coro

/ Briti

Cord

ova T

errac

otta r

oof ti

les. F

ix on

38X3

8 tim

ber b

atten

s @ ce

ntres

to su

it and

acco

rding

to til

e man

ufactu

rer's

spec

. Sisa

lation

unde

rlay.

New

insula

tion t

o obli

ge th

ermal

requir

emen

ts of

SANS

204:2

011.

Truss

es an

d spa

cing t

o com

ply w

ith pa

rt 'H'

of SA

NS 10

400

and a

s dete

rmine

d by E

ngine

er. Pi

tch 17

.5º. 4

0mm

thk Is

oBoa

rd rig

id ins

ulatio

n boa

rd 60

0mm

width

with I

soPin

e finis

h /ed

ge be

velle

d finis

h fixe

d hori

zonta

lly as

ceilin

g und

ernea

th tru

sses

.Ro

of as

semb

ly to

achie

ve a

min R

-Value

of 3.

7 (Zo

ne 4)

as pe

r SAN

S 204

:2011

. All t

o com

plywit

h part

'L' o

f SAN

S 104

00. S

ee R

oof D

etail.

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

".

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.

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

Bagg

ed pl

aster

and p

aint fi

nish P

lasco

n "Wa

ll & Al

l" or a

pprov

ed eq

uivale

nt.

This

portio

n of fl

oor ra

ised l

evel

with s

urrou

nding

. Tile

on 30

mm sc

reed o

n mini

mum

100m

mthk

surfa

ce be

d rein

force

d with

BRC

weldm

esh (

200m

m Y5

) on 2

50 m

icron

DPC

on w

ellco

mpac

ted so

il. No

floor

insula

tion r

equir

ed (n

o und

erfloo

r hea

ting).

Floo

rs to

comp

ly wit

hpa

rt 'J'

of SA

NS 10

400.

GARAGEDRIVEWAY

MN BEDRM

MN BTHRM

BATHRM 2

ST

OR

EB

ALC

ON

Y

Ø100 SWP minfall 1:50 to connectto septic tank. Re-instate existing lineand make good as

required

Basin Ø50 WPWC Ø100 SP

Ø10

0 SW

P &

OVP

IE

IE

Shw

r Ø50

WP

IE

IE

RE

IEWC Ø100 SPSh

wr Ø

50 W

P

Basi

n Ø

50 W

PBa

th Ø

50 W

PØ10

0 SW

P &

OVP

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

good as required

IEIE

IE

IE

RE

+1.105 +0.935

+3.570 wallplate+3.230

Exist

ing re

tainin

g wall

s.

Lams

tock B

eam

to En

ginee

r spe

cifica

tion.

Ridge

beam

, rafte

rs an

d exp

osed

surfa

ce of

Isop

ine fin

ish to

be pa

inted

Plas

con '

Wall&

All'

or eq

uivale

nt. C

ol: TB

C

7m (ANGL)

Truss

(eav

es de

tail) t

rimme

d to f

ollow

deco

rative

profi

le as

show

n.

Coro

/ Briti

Cord

ova T

errac

otta r

oof ti

les. F

ix on

38X3

8 tim

ber b

atten

s @ ce

ntres

to su

it and

acco

rding

to til

e man

ufactu

rer's

spec

. Sisa

lation

unde

rlay.

New

insula

tion t

o obli

ge th

ermal

requir

emen

ts of

SANS

204:2

011.

Truss

es an

d spa

cing t

o com

ply w

ith pa

rt 'H'

of SA

NS 10

400

and a

s dete

rmine

d by E

ngine

er. Pi

tch 17

.5º. 4

0mm

thk Is

oBoa

rd rig

id ins

ulatio

n boa

rd 60

0mm

width

with I

soPin

e finis

h /ed

ge be

velle

d finis

h fixe

d hori

zonta

lly as

ceilin

g und

ernea

th tru

sses

.Ro

of as

semb

ly to

achie

ve a

min R

-Value

of 3.

7 (Zo

ne 4)

as pe

r SAN

S 204

:2011

. All t

o com

plywit

h part

'L' o

f SAN

S 104

00. S

ee R

oof D

etail.

Verge

and r

idge t

iles t

o matc

h Coro

/ Briti

Cord

ova T

errac

otta r

oof ti

les.

Flat p

anel

solar

colle

ctors

moun

ted on

roof

to co

nnec

t to st

orage

heate

r in ba

throo

m ce

iling

below

. Insta

llatio

n by c

ertifie

d plum

ber to

follo

w ma

nufac

turer'

s spe

c.

Timbe

r doo

rs & w

indow

s. Se

e sch

edule

. To c

omply

with

Part '

N' of

SANS

1040

0. En

sure

noga

ps ar

ound

frame

and a

ll ope

ning s

ectio

ns to

be pr

operl

y wea

therpr

oofed

. Pain

ted Pl

asco

n'Ve

vaglo

'. Col:

TBC

Foun

datio

ns to

Engin

eer's

desig

n and

to co

mply

with p

art 'H

' of S

ANS 1

0400

. See

"STR

UCTU

RE" u

nder

"GEN

ERAL

NOT

ES".

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.

Bagg

ed pl

aster

and p

aint fi

nish P

lasco

n "Wa

ll & Al

l" or a

pprov

ed eq

uivale

nt.

This

portio

n of fl

oor ra

ised l

evel

with s

urrou

nding

. Tile

on 30

mm sc

reed o

n mini

mum

100m

mthk

surfa

ce be

d rein

force

d with

BRC

weldm

esh (

200m

m Y5

) on 2

50 m

icron

DPC

on w

ellco

mpac

ted so

il. No

floor

insula

tion r

equir

ed (n

o und

erfloo

r hea

ting).

Floo

rs to

comp

ly wit

hpa

rt 'J'

of SA

NS 10

400.

DININGKITCHENSTOEP

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 ................................................................

E-02 South Elevation 1:100

E-01 North Elevation 1:100

E-05 Section 1:100

E-04 East Elevation 1:100E-03 West Elevation 1:100

E-09 Section 1:100E-08 Section 1:100

E-07 Section 1:100E-06 Section 1:100

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.

1:100

B

2017.09.05

J. TRUDASACAP REGISTRATION: T0321