DINNING

ROOM

KITCHEN

BATHROOM

LOUNGE

BEDROOM TO

T.V ROOM

PORCH

SINGLE GARAGE

BEDROOM 1

BEDROOM 2

MASTER

BEDROOM

EN-SUITE

EN-SUITE

EX. BALCONY

up

up

sliding door

sliding door

SITE AND GROUND FLOOR PLAN

FIRST FLOOR PLAN

arch

EX. BALCONY

NEW PATIO

remove wall

NEW PRAYER

ROOM

fit new folding/stack

doors

existing window

re-positioned

rc slab (shown

crossed) to engineers

detail above

demolish exist. wall, replace

with balustrading at 1.05m

high

patio door

EXIST

WALL

BIC

reinforced concrete

flat slab to engineers

detail

PROPOSED ADDITIONS AND

ALTERATIONS TO DWELLING

LOT 4715 QUEENSBURGH

AT

15 SANDPIPER STREET

FOR

MR & MRS NAICKER

ON

CLIENTS SIGNATURE

DATE

CROSSMOOR

TEL./FAX. 031-4093357

MOBILE: 082 3227362

375 CROSSMOOR DRIVE

CHATSWORTH . DURBAN . 4092

PR.NO. ST-20559 (S.A.C.A.P) KZ-NIA (affiliate)

DRAWN

PROJECT NO

DRAWING NO

DATE

DESIGN

SCALE

r a j e s h

ASHARAM

A R C H I T E C T U R E

1:100

01

CHECKED

Author/ Architect

Drawing Title

R. ASHARAM

R. ASHARAM

PLANS/ ELEVATIONS

25 July 2012

Project

SOUTH WEST ELEVATION

rc slab to engineers

detail above

Roof tiles on 38x38 battens on 250

microns plastic underlay on

pre-fabricated trusses (gangnailed) on

114x38mm wall plates tied down at

least 8 courses into brickwork

tiled roof

existing roof

NORTH WEST ELEVATION

Roof tiles on 38x38 battens on 250

microns plastic underlay on

pre-fabricated trusses (gangnailed) on

114x38mm wall plates tied down at

least 8 courses into brickwork

new powder-coated aluminum

'fold/stack doors', plaster band

surround.

NORTH EAST ELEVATION

Roof tiles on 38x38 battens on 250

microns plastic underlay on

pre-fabricated trusses (gangnailed) on

114x38mm wall plates tied down at

least 8 courses into brickwork

SOUTH EAST ELEVATION

existing Marseilles tiled roof

Roof tiles on 38x38 battens on 250

microns plastic underlay on

pre-fabricated trusses (gangnailed) on

114x38mm wall plates tied down at

least 8 courses into brickwork

rc slab to engineers

detail above

SECTION A - A

Roof tiles on 38x38 battens on 250

microns plastic underlay on

pre-fabricated trusses (gangnailed) on

114x38mm wall plates tied down at

least 8 courses into brickwork

rwdp rwdp

rwdp rwdp

rwdp

rwdp

A

A

10

00

b

uild

in

g lin

e

2000 building line

2000 building line

SANDPIPER STREET

SINGLE GARAGE

MASTER

BEDROOM

dry-stack rockwork to

architects detail

46

60

14

02

86

01

52

01

40

6400

29301740 1740

140140

1500

60

0

24

60

14

00

10

60

14

0

14

0

1650

4240

2503401360290

2000

20

40

2700

6410

63090015001250

140

1500630

140

30

00

44

02

56

0

14

01

40

LOT 4714

remove exist. window & wall,

re-use window to new wall as

shown and make good.

remove door & brick

up opening

remove door & brick

up opening

LOT 4716

156.86157.8

158.4157.5

1950

gully

gully

r.e

i.e

i.e

i.e

i.esvp

r.e

T

O

E

X

I

S

T

I

N

G

S

T

O

R

M

W

A

T

E

R

C

O

N

N

E

C

T

I

O

N

TO

E

XIS

TIN

G S

EW

ER

C

ON

NE

CT

IO

N

r.e to be encased in

concrete under patio

concrete slab to

engineers detail

25

00

25

00

new roof and tiles to

match existing house

at a min. pitch of 15°.

new roof and tiles to

match existing house

at a min. pitch of 15°.

CONTRACTER TO ENSURE THAT NO CHANGES IN

LEVELS ARE MADE OVER LOCAL AUTHORITY

SERVITUDES OR UNDER GROUND SERVICES UNLESS

PERMISSION HAS BEEN GIVEN IN WRITING BY

THE LOCAL AUTHORITY.

ANY DISCREPANCIES AND OMISSIONS ARE TO BE

BROUGHT TO THE ARCHITECTS ATTENTION

IMMEDIATLY.

IF ON EXCAVATION THE SITE IS FOUND TO

CONTAIN EXPANSIVE CLAY, SHALE, GROUND WATER

OR OTHER SUSPECT SOIL CONDITIONS : THEN ALL

FOUNDATIONS ARE TO BE BUILT TO PROFESSIONAL

ENGINEERS DETAILS & UNDER HIS SUPERVISION.

ROOF NOTES

ROOF TILES TO MATCH EXISTING HOUSE OR CLAY TILES

ON 38 x 38 BATTENS ON 250 MICRONS UNDERLAY ON

GANGNAIL PLATED TIMBER TRUSSES DESIGNED AND

CERTIFIED BY ENGINEER WITH 17 degree PITCH UNLESS

OTHERWISE SPECIFIED AT 740 CENTERS WITH TRUSSES

FIXED USING GALVANIZED HOOP IRON METAL STRAPS

TIED DOWN SIX COURSES INTO BRICKWORK

DRAINAGE NOTES

- ALL WORK IS TO COMPLY TO SANS 10400

- HEAD OF DRAIN IS TO BE VENTED

- ANY DAMAGED FITTINGS TO BE REPLACED

- ALL GULLY SURROUNDS & MANHOLE

COVERS TO BE 75 mm ABOVE GROUND LEVEL

- SEWER MANHOLES TO BE EXPOSED BEFORE

COMMENCING WORK AND ADJUST LEVELS

ACCORDINGLY

- IE'S TO ALL BENDS AND JUNCTIONS

- SOIL PIPES TO BE 110 diameter PVC

- SEWER UNDER BUILDINGS TO BE

110 mm PVC RIBBED PIPE

- ANCHOR BLOCKS TO BE USED WHEN

GRADIENTS EXCEED 1:5

GENERAL NOTES

ALL WORK TO COMPLY WITH SANS 10400.

CORNER BEACONS TO BE LOCATED AND

EXPOSED BEFORE WORK ON SITE COMMENCES.

CONTRACTOR TO CHECK ALL DIMENSIONS AND

LEVELS (SCHEDULES AND DETAILS) BEFORE THE

RELEVANT WORK IS PLACED IN HAND AND REPORT

ANY DISCREPANCIES TO THE ARCHITECT.

ALL WRITTEN DIMENSIONS TO BE TAKEN IN

PREFERENCE TO SCALING.

SOIL TO BE WELL COMPACTED BEHIND IN LAYERS

NOT EXCEEDING 150 mm.

ALL FOUNDATIONS TO BE TAKEN BELOW NATURAL

GROUND LEVEL.

NO BACK FILLING OF OVER EXCAVATED AREAS WILL

BE PERMITTED.

FIBRE CEMENT BARGE AND FASCIA BOARDS , PVC

GUTTERS & DOWN-PIPES ALL TO MATCH EXISTING

HOUSE WHERE POSSIBLE AND TO BE FIXED IN

ACCORDANCE WITH MANUFACTURES SPECIFICATIONS

OVERHANG TO MATCH EXISTING HOUSE OR 3 TILE

OVERHANG.

FLASHING TO COMPLY WITH PART LL5.2

TWO COURSE OF BRICKWORK TO BE REINFORCED

WITH BRICKFORCE BELOW WALL PLATE LEVEL, ABOVE

WINDOW HEAD HEIGHT & BELOW WINDOW SILL LEVEL.

EXTERNAL FACE OF INNER SKIN OF ALL EXTERNAL

WALLS TO BE BAGGED AND WATERPROOFED

WITH TWO COATS OF BITUMEN PAINT.

6.4 mm GYPSUM CEILING BOARDS FIXED TO 38 X 38

BRANDERING AT MAX 300mm CENTERS BOTH WAYS.

375 mic DPC TO BE PROVIDED TO WALLS AT SLAB

LEVEL AND UNDER ALL SILLS.

THE CONTRACTOR IS TO INSPECT THE OFFICIAL

APPROVED COPIES OF THE DRAWINGS TO ENSURE

THAT ALL AMENDMENTS HAVE BEEN TAKEN INTO

ACCOUNT .

THE ATTENTION OF THE OWNER/CONTACTOR

IS DRAWN TO THE FACT THAT CHANGERS TO THE

PLAN &/OR SPECIFICATION AFTER OFFICIAL APPROVAL

IS LIKELY TO INVALIDATE THAT APPROVAL.

ALL EARTHWORKS TO BE CONTAINED WITHIN SITE

BOUNDARIES & WITHIN 1.0 m OF ANY of ANY

BOUNDARY.

BANKS TO BE CUT AT A MAXIMUM OF 26 degrees.

NATURAL GROUND LINE IN APPROXIMATE POSITION

ONLY & NO CLAIM CAN BE MADE FOR ANY

DISCREPANCIES

ON SITE.

SUB-FLOOR AND FOUNDATION TRENCHESTO BE

POISONED WITH "CLORODANE" SOLUTION IN

ACCORDANCE WITH SANS CODES OF PRACTICE BY

SPECIALIST.

NOTE: ALL DIMENSIONS - LEVELS ETC. ARE TO BE

VERIFIED ON SITE PRIOR TO ANY WORK BEING PUT IN

HAND AND TO REPORT ANY DECREPANCIES

IMMEDIATELY TO THE ARCHITECT

ALL MATERIALS AND LABOR PRACTICE IS TO COMPLY

WITH PART-B OF SANS 10400.

AND NATIONAL BUILDING REGULATIONS

100mm concrete slab reinforced with

BRC mesh (ref 193) on plastic underlay

in well compacted soil.

concrete flat slab to

engineers detail

B

B

36

70

B

B

73

10

balustrading at 1.05m

APEX

WPL

FIRST FLOOR FFL

GROUND FLOOR FFL

APEX

WPL

FIRST FLOOR FFL

GROUND FLOOR FFL

APEX

WPL

FIRST FLOOR FFL

GROUND FLOOR FFL

NGL

NGL

NGL

APEX

WPL

FIRST FLOOR FFL

GROUND FLOOR FFL

NGL

A

A

Roof tiles on 38x38 battens on 250

microns plastic underlay on

pre-fabricated trusses (gangnailed) on

114x38mm wall plates tied down at

least 8 courses into brickwork

new roof and tiles to

match existing house

at a min. pitch of 15°.

EN-SUITE

MASTER

BEDROOM

BEDROOM TO

T.V ROOM

NEW PATIO

SINGLE GARAGE

600x200

600x200 600x200 600x200

25

00

25

00

concrete slab to

engineers detail

SECTION B - B

T

R

U

E

N

O

R

T

H

str

ong s

um

m

er w

inds

win

ter r

ain

& w

inds

s

u

n

r

i

s

e

s

u

n

s

e

t

Y.SEWPERSAD