PROPOSED DWELLING Lower Ground @ 29sqm Ground …africaarchitectureawards.com/wp-content/uploads/2017/… · · 2017-06-303 738 1 779 22 253 110mm PVC SEWER PIPE @ MAX 1:10 & MIN

S

E

V

E

N

T

H

A

V

E

N

U

E

S

I

X

T

H

A

V

E

N

U

E

B

a

a

k

e

n

s

R

i

v

e

r

A

L

C

O

C

K

R

O

A

D

R

I

V

E

R

R

O

A

D

C

L

I

F

F

L

A

N

E

3

6

6

8

3

6

4

3

6

3

3

1

8

8

3

4

4

4

5

4

4

4

4

4

3

4

4

2

4

5

2

4

4

0

4

3

9

4

3

8

4

3

7

4

3

1

4

3

3

4

3

2

4

2

7

4

2

6

4

2

2

3

6

5

4

9

8

1

3

6

0

3

0

2

8

4

5

3

5

6

2

0

5

1

2

0

5

3

4

4

4

3

0

4

2

9

4

2

8

4

2

1

4

2

0

5

8

8

4

1

9

4

2

3

4

2

4

4

1

5

4

1

6

4

1

8

4

1

7

3

3

3

3

4

9

3

4

8

3

3

8

3

4

7

3

4

6

3

4

5

2

8

4

6

3

0

3

3

2

7

3

9

0

3

7

3

9

1

7

5

1

3

7

9

2

0

1

9

3

5

4

3

4

1

0

4

3

9

5

0

2

9

5

0

3

0

r

e

m

2

8

2

9

2

5

2

2

2

6

3

0

1

7

1

5

9

2

3

2

7

3

6

3

8

4

2

4

6

2

9

3

1

3

5

3

9

8

1

0

1

2

1

6

2

0

2

4

2

6

1

7

2

1

5

8

5

6

6

3

3

7

5

4

5

0

4

5

2

5

4

7

4

9

5

1

5

5

1

1

6

6

9

R

I

V

E

R

R

O

A

D

1 855

20 361

ss1/110mm VP

1:10

DISTANCE

DEPTH

GROUND LEVEL

INVERT LEVEL

GRADIENT

DISTANCE

DEPTH

GROUND LEVEL

INVERT LEVEL

GRADIENT

3 738

1 779

22 253

110m

m P

VC

SE

WE

R P

IPE

@

MA

X 1

:10 &

MIN

1:6

0 A

S P

ER

NB

R

1 714

20 173

1 420

19 781

Ie1 Ie2 Ie3

MU

NIC

IP

AL C

ON

NE

CT

IO

N

1:10 1:10 1:10

465 971 23 436

GF @ 23 725

LGF @ 20 000

5 116

18 50620 474

18 45918 361 2 795

2 321

GF @ 23 725

LGF @ 20 000

ss2

G

re

re

re

re

re

re

re

MUNICIPAL

CONNECTION @ 2321

N

G

L

N

G

L

wc

whbsink

DW /

WM

wc

whb

depth as per diagram

Ie4

wc

whb

110mm vp

ss3

110mm vp

ss1

shower

110m

m P

VC

SE

WE

R P

IPE

@

MA

X 1

:10 &

MIN

1:6

0 A

S P

ER

NB

R

110m

m P

VC

SE

WE

R P

IPE

@

MA

X 1

:10 &

MIN

1:6

0 A

S P

ER

NB

R

110m

m P

VC

SE

WE

R P

IPE

@

MA

X 1

:10 &

MIN

1:6

0 A

S P

ER

NB

R

110m

m P

VC

SE

WE

R P

IPE

@

MA

X 1

:10 &

MIN

1:6

0 A

S P

ER

NB

R

110m

m P

VC

SE

WE

R P

IPE

@

MA

X 1

:10 &

MIN

1:6

0 A

S P

ER

NB

R

All dimensions are given in millimeters, unless otherwise specified.

All dimensions to be checked on site before construction

commences. Contractors to adhere to all local authority's

regulations and requirements. Contractors to be a suitably qualifiedand registered participant in the construction industry as required byConstruction Regulation 2014. Drawings to be read in conjunctionwith the clients OHS (Occupational Health and Safety) file.All work to be done in accordance with the National Building

Regulations SANS 10400. Before this drawing is priced it is the

contractor's responsibility to ensure he is familiar with the site. All

trade names quoted may only be substituted by similar, subject to

architect's approval. All materials to be installed in strict

accordance with manufacturer's specifications. All conduit work to

be SABS approved quality. All light fittings is to be fitted to comply

with the relevant code of practice as specified in SANS 10400:

Part O. All new work to be made good with existing. This drawing

is not to be scaled. All dimensions not to be scaled from drawings

and heights to be checked on site. Any discrepancies shall be

reported to the designer immediately. Top of foundations to be a

minimum of 150mm below finished ground level. Minimum 100mm

thick concrete surface bed as per Engineers drawings to be on

"gunplas" ubs green damp proof membrane on 50mm sand

blinding layer on well compacted fill. SABS Approved "gundle"

375 mic. dpc under all walls, window cills and at changes in floor

level. These architectural drawings to be read in conjunction with

engineers and consultants drawings where applicable. All building

work to be carried out in accordance with the national building

regulations. The contractor is responsible for all site visits by local

inspectors and pay all fees in connection therewith. All drainage


regulations. All roof measurements to be taken on site by roof

specialist prior to roof construction. All tile layouts to be confirmed

with architect prior to commencement of tiling. Any discrepancies

must be clarified by the architect prior to commencement of work.

Levels shown are relative to a benchmark at 100.00 msl of new

floor level. Msl is not the actual level but a benchmark to base

other heights of the building shown on the drawings. Contractor to

keep a full set of latest issued drawings on site. Contractor is

responsible for the correct setting out of the building on site with

reference to the building line and boundaries. Contractor to take

responsibility for all health and safety measures on site.

GENERAL NOTES:

REVISIONS:

COPYRIGHT:

This drawing is subject to copyright, and may not be reproduced in

whole or part in any matter whatsoever without written permission

from DMV Architecture.

ERF NO:

EXISTING AREA:

NEW AREA:

TOTAL AREA:

NEW GARAGES

NEW BATHROOMS:

ERF AREA

EX. COVERAGE

NEW COVERAGE

AGE OF BUILDING

Unit 6

1 Bridge Street

Reg no. PrArch 21014

ARCHITECT SIGNATURE

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

South End

6001

TEL: 041 581 1590

CELL: 083 295 3601

FAX: 086 547 5423

email: [email protected]

MUNICIPAL INFORMATION:

0 sqm

167 sqm

167 sqm

0

3

1239 sqm

0 sqm - 0%

New

TOTAL COVERAGE 138 sqm - 12%

138 sqm - 12%

11669

PROJECT TITLE:

DRAWING TITLE:

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

MUNICIPAL PLANS

NEW DWELLING ON ERF 11669,

WALMER FOR MR. AND MRS.

WHITFIELD.

CLIENT SIGNATURE

FOR <CLIENT NAME>:

APPLICATION OF SANS 10400-XA & SANS 204

ZONE 4 - CLASSIFICATION H4 RESIDENTIAL

REQUIREMENTS

1 DESIGN REQUIREMENTS

ACTUAL

Building to be orientated North/

South with longest axis

orientated East/West

Building facing North/South

with longest axis orientated

East/West

In order

2 UNDER SLAB INSULATION Insulation with minimum R-value

of 1.00 to be used under the

floorslab where underfloor

heating is used

No underfloor heating

In order

3 WALLS Masonary walls need to achieve

R-value of 0.35

100mm LGS Concrete walls

as per attached document.

In order

4.1

In order

5 PIPE INSULATION Internal pipe diameter ≤ 80mm:

Minimum R-value of 1.00

50mm flexible polyester insulation

to achieve R-value of 1.00

In order

6 GEYSER INSULATION Minimum R-value of 2.00

In order

Heat pump as per specifications.

7.1 LIGHTING - Classification H4Maximum energy demand on

new areas affected

Constant = 5 W/m²

In order

34 x5W (LED downlight)

8x20W CFL

2x36W Fluorescent

TOTAL

Avg. W/m² =384W / 108m²

=3,5W/m² = < 5

=170W

=140W

=74W

384W

7.2 MAXIMUM ANNUAL

ENERGY CONSUMPTION

Maximum annual energy

consumption of new

areas affected <

5kWh/m²(constant)

In order

Total Demand = 3,5W/m² / 1000

= 0,0035kW/m²

Operation 5hours/day - 5day/week

- 48weeks/year = 1200hours/year

0.0035kW/m² x 1200hours

= 4,2kWh/m²

4,2kWh/m² < 5kWh/m²

8 FENESTRATION Total area of the fenestration to

be less than 15% of the total of

the new floor area affected

In order

ROOFING Heat flow up and the roof system

needs to achieve a minimum

R-value of 3.7

LGS concrete filled

roof structure as per

attached document.

R-value as per

attached document.

In orderFenestration is MORE than 15%

Check fenestration calculations.

REVISION NO.

PROJECT NO.

DRAWN BY:

DRAWN DATE:

CHECKED BY:

PRINT DATE:

PAGE NO.

DMV

WHI-06-15

WHI-06-15_1

JJG

001

SITE LOCALITY PLAN

SCALE N/A

North

s

w

E

N

E

W

V

E

H

I

C

L

E

A

C

C

E

S

n

o

s

t

r

e

e

t

f

u

r

n

i

t

u

r

e

a

f

f

e

c

t

e

d

D

r

i

v

e

w

a

y

G

r

a

v

e

l

a

s

p

e

r

c

l

i

e

n

t

R

I

V

E

R

R

A

O

D

,

W

A

L

M

E

R

21 000

33 854mm BOUNDARY LINE

1 500mm Building line

ERF 11669

WALMER

1239 m²

PROPOSED DWELLING

Lower Ground @ 29sqm

Ground @ 104sqm

Carport @ 34sqm

Total @ 167 m²

PROJECT NUMBER

WHI-06-15

Yard

Unaffected

d

u

c

t

municipal

connection

SITE PLAN

SCALE 1:200

North

s

w

E

SECTION A-A

SCALE 1/50

DRAINAGE SECTION

SCALE 1/100

6

7

8

1

6

8

0

1

0

4

2

1

6

0

1

3

9

9

4

1

0

0

2

4

33854

3

1

6

7

5

1

5

0

0

1

5

0

0

5

0

0

0

1

5

0

0

1

5

0

0

1

5

0

0

1

0

0

2

4

m

m

B

O

U

N

D

A

R

Y

L

I

N

E

1

5

0

0

m

m

B

u

i

l

d

i

n

g

l

i

n

e

1

3

9

9

4

m

m

B

O

U

N

D

A

R

Y

L

I

N

E

1

5

0

0

m

m

B

u

i

l

d

i

n

g

l

i

n

e

4

2

1

6

0

m

m

B

O

U

N

D

A

R

Y

L

I

N

E

1

5

0

0

m

m

B

u

i

l

d

i

n

g

l

i

n

e

6

8

0

1

0

m

m

B

O

U

N

D

A

R

Y

L

I

N

E

1

5

0

0

m

m

B

u

i

l

d

i

n

g

l

i

n

e

6

8

0

1

0

m

m

B

O

U

N

D

A

R

Y

L

I

N

E

1

5

0

0

m

m

B

u

i

l

d

i

n

g

l

i

n

e

1

5

0

0

1

5

0

0

m

m

B

u

i

l

d

i

n

g

l

i

n

e

3

1

6

7

5

m

m

B

O

U

N

D

A

R

Y

L

I

N

E

6

7

8

0

m

m

B

O

U

N

D

A

R

Y

L

I

N

E

5

0

0

0

m

m

B

u

i

l

d

i

n

g

l

i

n

e

re

r

e

re

s

in

k

w

h

b

w

c

f

r

id

g

e

t

d

d

w

s

s

1

/

1

1

0

m

m

v

p

ie1

ie2

ie3

s

s

2

ie4

w

c

w

h

b

g

r

e

w

c

w

h

b

s

h

o

w

e

r

ERF 3 033

ERF 2 846

ERF 2 051

ERF 5 029

ERF 2 053

P

ro

p

o

s

e

d

P

V

C

s

e

w

e

r p

ip

e

@

M

a

x

1

:1

0

&

M

in

1

:6

0

a

s

p

e

r N

B

R

d

u

c

t

ra

m

p

a

s

p

e

r d

ra

in

a

g

e

s

e

c

tio

n

t

o

m

u

n

i

c

i

p

a

l

s

e

w

e

r

a

s

p

e

r

d

r

a

i

n

a

g

e

s

u

r

v

e

y

d

i

a

g

r

a

m

.

Yard

Unaffected

Yard

Unaffected

Yard

Unaffected

1

9

0

2

5

6

0

1

0

5

6

0

0

7

5

5

4

1

5

3

4

s

q

m

P

R

O

P

O

S

E

D

C

A

R

P

O

R

T

s

.

o

.

p

.

s

.

o

.

p

.

22 000

23 000

24 000

24 000

23 000

22 000

21 000

20 000

24 000

24 000

20 000

19 000

18 000

17 000

16 000

15 000

13 000

12 000

11 000

10 000

9 000

8 000

7 000

14 000

6 000

6 000

7 000

8 000

9 000

10 000

11 000

12 000

13 000

14 000

15 000

16 000

17 000

18 000

19 000

NGL

15mm Thick timber flooring to

be applied to 200mm thick L.G.S. floor

as per attached specification document, on

254mm x 254mm G.M.S. H-Beam at centers as per drawing, on

250mm x 250mm reinforced concrete stub columns, on

reinforced pas foundations as per Engineers drawings.

Brick on edge facebrick detail as per Elevations in accordance

with detailed drawings.

Charcoal Powder coated Aluminium windows and

doors as per W&D Schedules and fenestration calculations

in accordance with the NBR Part-XA.

BRAAI AREA 01

ENTRANCE

AREA 02

89mm x 19mm 'BALAU' decking on 146mm x 50mm

joists as per specialist.

on 200mm x 100mm G.M.S. I-beam structure as per Engineer,

Zinc-Aluminium 'COLORBOND' Charcoal corrugated roof sheeting,

on 150mm x 50mm purlins at max 1000mm c/c,

in conjunction with detailed drawings.

Built in fireplace unit flue and cowel as per specifications.

DERBIGUM Torch-on waterproofing as per specialist on 22m Shutterboard on

200mm Thick L.G.S. roof structure as per specialist in accordance with attached document.

1000mm High G.M.S.

balustrade as per NBR, SANS Part-M.

100mm x 100mm G.M.S.

Corner posts as per Engineer.

100mm Diameter structural G.M.S.

round post as per Engineer.

s

s

3

/

1

1

0

m

m

v

p

LGS concrete filled

roof structure as per

attached document.

R-value as per

attached document.

BALAU timber duct sliding

6

6

4

6

P

R

O

P

O

S

E

D

D

W

E

L

L

I

N

G

x

2

2

9

0

91

0

4

s

q

m

re

re

re

ra

m

p

a

s

p

e

r d

ra

in

a

g

e

s

e

c

tio

n

15

00

1

9

2

2

5

2

8

0

4

5

1

0

3

7

0

2

5

0

7

0

s.o.p. 2

s.o.p. 1

Reinforced concrete strip

foundations as per Engineers

drawings and details.

Reinforced concrete pad



Reinforced concrete pad



84

93

29

23

28

35

27

05

21

25

59

82

00

30

26

35

20

0

14

03

70

21

25

20

32

85

11

0

30

20 000 UFFL LG

23 725 UFFL GF

22 925 U/S OF LINTEL


28 465 TOP OF FLU

26 560 TOP OF ROOF


26 220U/S OF LINTEL

23 525 U/S OF LG STEEL

23 320

TOP OF BRICKWORK

23 290

TOP OF BRICKWORK

23 035

25

5

TOP OF BRICKWORK

19 970

U/S OF I-BEAM

screen door as per later details.

N

G

L

1000mm High G.M.S.


Skimmed

and painted.

Skimmed

and painted.

Facebrick

Facebrick

Facebrick

10

00

5°

1

0

5

°

7

5

°

1250

W9

1

W1

2

W5

1

D1

1

D7

1

AMENDED PLAN

- PLAN NUMBER -

326408

15 October 2015

15 October 2015

W10

1

w

m

'BALAU' Timber deck on timber structure as per detailed

drawings.

'BALAU' Timber deck on timber

structure as per detailed drawings.

North

s

w

E

LOWER GROUND FLOOR PLAN

SCALE 1:50

A B C D E F G

LOO 01

tiled

x 20 000

2sqm

GUEST BEDROOM 02

timber

x 20 000

26sqm

To connect to exisitng

municipal connection.

D10

1

W9

1

900m

m x 2125m

m

500 x 600

wc

whb

G

ss3

110mm vp

re

ie1

ie4

ie2

ie3

re

line of structure above

T

ELECTRICAL LEGEND

LED Down lighter as per client specification

Single wall mounted light switch to be mounted

at 1300mm above uffl. All light switches to be

connected to dimmer switch

Stove isolator

Double wall mounted plug, top of socket to be

350mm above uffl

HANGING LIGHT ARMATURE POINT

prismatic diffuser suspended from ceiling.

1500 Long 2 tube fluorescent armature with

TV POINT AERIAL

WALL MOUNTED LIGHT ARMATURE POINT

GD

STARLIGHTS AS PER CLIENT

GARAGE DOOR CEILING MOUNTED MOTOR

EXTRACTOR CONNECTION PLUG @ 2100mm

ex

Pool light as per client

PL

GC

Gate Control Unit

Pre-paid Electricity meter

Main distribution board

WALL MOUNTED SPOTLIGHT ARMATURE POINT

SP

Telkom point

UP LIGHTER AS PER CLIENT

Daylight sensorDS

Under counter mounted track light

Foot light

Blank conduiting boxes

EF

HD

Electrical fence control box.

Hair dryer waterproof plug

PP

Internal spotlights as per specification.

Periscope plug as per specification.

i Intercom system.

LED strip light.

Double wall mounted plug, top of socket to be 1250mm

above uffl

T

ELECTRICAL LEGEND





Stove isolator


350mm above uffl




TV POINT AERIAL


GD




ex


PL

GC

Gate Control Unit




SP

Telkom point


Daylight sensorDS


Foot light


EF

HD



PP



i Intercom system.

LED strip light.


above uffl

T

ELECTRICAL LEGEND





Stove isolator


350mm above uffl




TV POINT AERIAL


GD




ex


PL

GC

Gate Control Unit




SP

Telkom point


Daylight sensorDS


Foot light


EF

HD



PP



i Intercom system.

LED strip light.


above uffl






































GENERAL NOTES:

REVISIONS:

COPYRIGHT:




ERF NO:

EXISTING AREA:

NEW AREA:

TOTAL AREA:

NEW GARAGES

NEW BATHROOMS:

ERF AREA

EX. COVERAGE

NEW COVERAGE

AGE OF BUILDING

Unit 6

1 Bridge Street


ARCHITECT SIGNATURE

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

South End

6001

TEL: 041 581 1590

CELL: 083 295 3601

FAX: 086 547 5423



TOTAL COVERAGE

PROJECT TITLE:

DRAWING TITLE:

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

MUNICIPAL PLANS



WHITFIELD.

CLIENT SIGNATURE

FOR <CLIENT NAME>:

REVISION NO.

PROJECT NO.

DRAWN BY:

DRAWN DATE:

CHECKED BY:

PRINT DATE:

PAGE NO.

DMV

WHI-06-15

WHI-06-15_1

JJG

002

18750

1875 3750 3750 3750 3750 1875

8200

1200

5150

1850

18750

1875 3750 3750 3750 3750 1875

8200

1200

5150

1850

A B C D E F G

1

2

3

4

1

2

3

4

A

A


line o

f stru

ctu

re a

bove

line o

f stru

ctu

re a

bove


line o

f str

uctu

re a

bove





line of structure above line of structure above


520

520

520

520

520

520

520

520

520

520

520

110 300110

520

520

110 300 110

520

line of staircase above



Existing stone wall to be altered and made good as per on site Architect

instruction, affected stone to be stored on site until stone wall is to be

re-built..



re-built..

Reinforced concrete footing

as per Engineers drawings.

Reinforced concrete filled cavity facebrick wall as per Wetwork plan

detailed drawings and Engineers drawings and details.

9205

35010452701705

380

3190420

210 210

110270110 1315 110 340 110 3190 110 340 110 2640 110 890 110

B.O.E. Facebrick as per Wetwork plan sectional drawing.

420

210

210

9865

420 8335 340 770

320031901945

4435

420

1740

350

1655

270

155

500

1000

925

210

210

350

1655

270

925

755

900

'BALAU' Timber deck on timber structure as per detailed drawings. Reinforced concrete footing

as per Engineers drawings.

line of steel structure above












G.M.S. Structural round support post as per Engineers


ss3

110mm vp

re

P

ro

p

o

s

e

d

P

V

C

s

e

w

e

r p

ip

e

@

M

a

x

1

:1

0

&

M

in

1

:6

0

a

s

p

e

r N

B

R

P

r

o

p

o

s

e

d

P

V

C

s

e

w

e

r

p

ip

e

@

M

a

x

1

:

1

0

&

M

in

1

:

6

0

a

s

p

e

r

N

B

R

P

r

o

p

o

s

e

d

P

V

C

s

e

w

e

r

p

ip

e

@

M

a

x

1

:

1

0

&

M

in

1

:

6

0

a

s

p

e

r

N

B

R

P

r

o

p

o

s

e

d

P

V

C

s

e

w

e

r

p

i

p

e

@

M

a

x

1

:

1

0

&

M

i

n

1

:

6

0

a

s

p

e

r

N

B

R

he

at

pu

mp

ho

t w

ate

r

co

nta

in

er

Open duct from bottom as per plans. Open duct from bottom as per plans.

WT

272

100

WT

SPSPSP

To connect to two

way switch upstairs.

shower

Reinforced concrete filled facebrick stub column,

base plate position as indicated on Wet work plan

with accompanying details.




SIDE ELEVATION (West)

SCALE 1:50

CARPORT PLAN

SCALE 1:50

100mm x 100mm G.M.S. column as per plan in conjunction with

on 125mm x 75mm G.M.S. C-section as per Engineer on


on 100mm x 50mm G.M.S. purlins at max 1000mm c/c,

roof overhang

roof overhang

roof overhang

line of purlins overhead

AMENDED PLAN

- PLAN NUMBER -

326408

2w

LOWER DECK

timber

x 20 000

7sqm

W11

1

D11

1

D12

1

135

5405 x 2520

3180 x 2520

F2

1

above

F3

1

above

D13

1

15 October 2015

15 October 2015

0 sqm

167 sqm

167 sqm

0

3

1239 sqm

0 sqm - 0%

New

138 sqm - 12%

138 sqm - 12%

11669

W10

1

1740 x 285 (H

IG

H W

IN

DO

W)

1740

Precast DERANCO concrete channel

to drain off to the sides as per plan.

1945

6010

1005810100

105 933 933 933 934 933 933 105

roof overhang



6030

100

5830

100

Engineers drawings and specialist.

Reinforced concrete pad foundation as per Engineers drawings

and details.Engineers drawings and specialist.

125mm x 75mm G.M.S. C-section as per plan in conjunction with


100mm x 50mm G.M.S. Purlins as per plan in conjunction with


North

s

w

E

2125

2125

539

2664

5°

100mm x 100mm G.M.S. column as per plan in conjunction with


Reinforced concrete pad foundation as per Engineers drawings

and details.Engineers drawings and specialist.

NGLNGL

re

ss3/110mm vp

AutoCAD SHX Text

22-c

AutoCAD SHX Text

22-c

AutoCAD SHX Text

22-c

AutoCAD SHX Text

22-c

AutoCAD SHX Text

22-c

AutoCAD SHX Text

22-c

AutoCAD SHX Text

22-c

AutoCAD SHX Text

to connect to municipal water connection.

AutoCAD SHX Text

22-c

AutoCAD SHX Text

22-c

AutoCAD SHX Text

15-h

AutoCAD SHX Text

15-h

AutoCAD SHX Text

15-h

AutoCAD SHX Text

15-h

AutoCAD SHX Text

15-c

AutoCAD SHX Text

15-c

GROUND FLOOR PLAN

SCALE 1:50

North

s

w

E

A

T

ELECTRICAL LEGEND





Stove isolator


350mm above uffl




TV POINT AERIAL


GD




ex


PL

GC

Gate Control Unit




SP

Telkom point


Daylight sensorDS


Foot light


EF

HD



PP



i Intercom system.

LED strip light.


above uffl

T

ELECTRICAL LEGEND





Stove isolator


350mm above uffl




TV POINT AERIAL


GD




ex


PL

GC

Gate Control Unit




SP

Telkom point


Daylight sensorDS


Foot light


EF

HD



PP



i Intercom system.

LED strip light.


above uffl

T

ELECTRICAL LEGEND





Stove isolator


350mm above uffl




TV POINT AERIAL


GD




ex


PL

GC

Gate Control Unit




SP

Telkom point


Daylight sensorDS


Foot light


EF

HD



PP



i Intercom system.

LED strip light.


above uffl

KITCHEN 03

lightweight concrete floor, timber finish.

x 23 725

8sqm

OPEN PLAN LOUNGE 04


x 23 725

32sqm

MASTER BEDROOM 05


x 23 725

16sqm

OUTSIDE SHOWER 06

x 23 725

6sqm

DECK 07

timber deck

x 23 699

20sqm

timber deck

WALK IN DRESSER 08


x 23 725

6sqm

BRAAI AREA 09

timber deck

20sqm

ENTRANCE AREA 10

timber deck

x 23 725

LOO 11

concrete

floor,tf

x 23 725

2sqm

LOO 12

concrete

floor,tf

x 23 725

2sqm

ENTRANCE AREA 13

timber deck

x 22 911

Reinforced concrete

pad foundations

as per Engineers.

W1

2

W1

1

W8

1

D6

1

D2

1

D5

1

W7

1

W6

1

D4

1

D1

1

D9

1

W2

1

D8

1

W5

1

W4

1

D7

1

W3

1

D3

1

counter island

counter

stove pos.

sink

wm

dw

fridge pos.

duct

duct

BIC

1000 100 775 1000 100 2650 1825 1245 1725 300 1725 2550 200 1300 200 200

ss1/110mm vp

ss3/110mm vp

counter

wc

whb

shower

wc

whb






































GENERAL NOTES:

REVISIONS:

COPYRIGHT:




ERF NO:

EXISTING AREA:

NEW AREA:

TOTAL AREA:

NEW GARAGES

NEW BATHROOMS:

ERF AREA

EX. COVERAGE

NEW COVERAGE

AGE OF BUILDING

Unit 6

1 Bridge Street


ARCHITECT SIGNATURE

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

South End

6001

TEL: 041 581 1590

CELL: 083 295 3601

FAX: 086 547 5423



TOTAL COVERAGE

PROJECT TITLE:

DRAWING TITLE:

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

MUNICIPAL PLANS



WHITFIELD.

CLIENT SIGNATURE

FOR <CLIENT NAME>:

REVISION NO.

PROJECT NO.

DRAWN BY:

DRAWN DATE:

CHECKED BY:

PRINT DATE:

PAGE NO.

DMV

WHI-06-15

WHI-06-15_1

JJG

003

1245200

x 23 699

A B C D E F G

A B C D E F G

1

2

3

4

1

2

3

4

A

18750

8200

18750

8200

1200

5150

1850

1875 3750 3750 3750 3750 1875

1850

5150

1200

187537503750375037501875

roof overhang

roof overhang roof overhang roof overhang

roof overhang

roof overhang

roof overhang roof overhang

9

5

°

8

5

°

9

5

°

5

4

°

1

2

1

°

8

4

°

9

6

°

BALAU timber duct sliding screen

door as per later details.

1000mm High G.M.S. balustrade as per

NBR, SANS Part-M.



re-built..




G.M.S. Structural steel structure as per Engineers





'BALAU' Timber deck on timber structure as per detailed drawings.

75mm x 50mm G.M.S. angles

bolted to steel structure as per

detailed drawings.

Light gauge steel concrete

walls as per attached document.

Built in cupboards and kitchen to be manufactured

and installed by specialist in accordance with

Architects drawings and instructions.

BALAU timber duct sliding screen

door as per later details.

1000mm High G.M.S.


Built in fireplace unit flue and

cowel as per specifications.




NBR, SANS Part-M.

Existing stone wall to be

altered and made good as per

on site Architect instruction,

affected stone to be stored on

site until stone wall is to be

re-built..

Reinforced concrete filled

facebrick wall, as per

accompanying wetwork plan

and details.

Charcoal Powder coated

Aluminium windows and

doors as per W&D Schedules

and fenestration calculations

in accordance with the NBR

Part-XA.

Built in cupboards and kitchen to be

manufactured and installed by specialist in

accordance with Architects drawings and

instructions.



1200

4585

2180

350

1970

4

7

4

6

6

1

°

5°

500019000

170 1131245 1075 112

300

100

550

100

1600

100

350

100

1450

100

1260

80

2610

350

360

500

590

1000 775 1825 100 1825 1825 100 1825

550

100

450

1800

100

5050

100

1250

1900

1900

900

1925

100

1125

3600

95021401385

2500

850

3801001345100

380100222

900222

100

600

100

2360

90

1000

300

600

900

150

300

900

100

100

1250

100

9002475900

100

450

100

1219

581

1758 11769



400

500

500

x 600

500 x 600

4585 x

2640

1250 x 2640

1663 x 2640

2193 x 2640

600 x 2640

1000 x 2500

2105 x 2500

900 x 2150

900 x 2125

300 x 2500

1775 x 2500

1900 x 2

500

1150 x 2640

2394 x 2640

2105 x 2500

6360 x

2640

2105

counter

To connect to two

way switch downstairs.

2w

DS

DS

DS

DS

exexex

To connect to two

way switch at carport.

300745300

300

5169

AMENDED PLAN

- PLAN NUMBER -

326408

225

1000

675

600

15 October 2015

15 October 2015

0 sqm

167 sqm

167 sqm

0

3

1239 sqm

0 sqm - 0%

New

138 sqm - 12%

138 sqm - 12%

11669

Fenestration Schedule

# Sector

Description

Width

Height

Area u SHGC Total Cu P H P/H Lu P/H e AxSxE AVev

S

Wispeco Double Glaze :6.38mm PVB + 12mm + 6.38mm

1695 2500 4.24 3.67 0.51 15.55 1927.2 3000 0.64 0.6 0.31 0.67 1.39

S

Wispeco Casement 38 : 6.38mm Glass

200 2500 0.5 5.78 0.37 2.89 3927.65 3000 1.31 1.3 0.21 0.04 0.36

W

Wispeco Double Glaze :6.38mm PVB + 12mm + 6.38mm1820 2500 4.55 3.67 0.51 16.7 550 3000 0.18 0.15 1.18 2.74 1.82

W


1170 2640 3.09 3.67 0.51 11.34 1100 2978 0.37 0.35 0.95 1.5 1.12

N


4505 2640 11.89 3.67 0.51 43.64 2335.98 2978 0.78 0.7 0.28 1.7 2.71

N

Wispeco Double Glaze :6.38mm PVB + 12mm + 6.38mm6280 2640 16.58 3.67 0.51 60.84 2320.33 2978 0.78 0.7 0.28 2.37 3.77

Fenestration Summary

Zone Cu CSHGC Nett Floor Area Total Glazed Area

Glazing %

Conductance SHGC

15% 152.85 14.19

4 1.4 0.13 109.18 40.85 37.41 150.96 9.01

Calculate

Compliant Compliant

FENESTRATION CALCULATIONS

iii

900

Intercom system by specialist at gate as per Architect / Client

agreement.

AutoCAD SHX Text

15-c

AutoCAD SHX Text

15-c

AutoCAD SHX Text

15-c

AutoCAD SHX Text

15-c

AutoCAD SHX Text

15-c

AutoCAD SHX Text

15-h

AutoCAD SHX Text

15-h

AutoCAD SHX Text

15-h

AutoCAD SHX Text

15-h

AutoCAD SHX Text

15-h

AutoCAD SHX Text

15-h

AutoCAD SHX Text

15-h

AutoCAD SHX Text

15-c

AutoCAD SHX Text

15-c

AutoCAD SHX Text

15-c

AutoCAD SHX Text

15-c

AutoCAD SHX Text

15-c

AutoCAD SHX Text

15-h

AutoCAD SHX Text

15-h

AutoCAD SHX Text

15-h

AutoCAD SHX Text

15-h

AutoCAD SHX Text

15-h

ss2

G

wc

whb

wc

whb

sink

dw /

wm

wc

whb

110mm vp ss3 110mm vp ss1

shower

shower






































GENERAL NOTES:

REVISIONS:

COPYRIGHT:




ERF NO:

EXISTING AREA:

NEW AREA:

TOTAL AREA:

NEW GARAGES

NEW BATHROOMS:

ERF AREA

EX. COVERAGE

NEW COVERAGE

AGE OF BUILDING

Unit 6

1 Bridge Street


ARCHITECT SIGNATURE

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

South End

6001

TEL: 041 581 1590

CELL: 083 295 3601

FAX: 086 547 5423



TOTAL COVERAGE

PROJECT TITLE:

DRAWING TITLE:

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

COSTING PLANS



WHITFIELD.

CLIENT SIGNATURE

FOR <CLIENT NAME>:

REVISION NO.

PROJECT NO.

DRAWN BY:

DRAWN DATE:

CHECKED BY:

PRINT DATE:

PAGE NO.

DMV

WHI-06-15

WHI-06-15_1

JJG

004

100mm Diameter structural G.M.S. round post as per Engineer.

8493

2923

2835

2705

2125

598

200

30

2635

200

140

370

2125

203

285

110

30

20 000 UFFL LG

23 725 UFFL GF



28 465 TOP OF FLU

26 560 TOP OF ROOF


26 220U/S OF LINTEL


23 320

TOP OF BRICKWORK

23 290

TOP OF BRICKWORK

23 035

255

TOP OF BRICKWORK19 970

U/S OF I-BEAM

8493

2923

2835

2705

2125

598

200

30

2635

200

140

370

2125

203

285

110

30

20 000 UFFL LG

23 725 UFFL GF



28 465 TOP OF FLU

26 560 TOP OF ROOF


26 220U/S OF LINTEL


23 320

TOP OF BRICKWORK

23 290

TOP OF BRICKWORK

23 035

255


U/S OF I-BEAM

NGL

NGL

NGL

NGL

WEST ELEVATION

SCALE 1:50

EAST ELEVATION

SCALE 1:50

Facebrick Facebrick Facebrick

Facebrick

Facebrick Facebrick

Facebrick

Skimmed

and painted.

Skimmed

and painted.

Skimmed

and painted.

Skimmed

and painted.

1

0

0

°

8

0

°

7

5

°

1

0

5

°

8

0

°

1

0

0

°

1

0

5

°

7

5

°



joists on 222mm x 50mm SA Pine Beam supported

gum pole columns as per plan.













G.M.S. I-Beam structure as per Engineers drawings,

details and specifications.








NBR, SANS Part-M.


NBR, SANS Part-M.









Built in fireplace unit, flue and cowel as per specifications.


1250

1250








SA Pine timber brandering on L.G.S. walls as per detailed drawings.

75mm x 50mm G.M.S. angles bolted to steel structure as per detailed drawings.





Existing stone wall to be altered and made good

as per on site Architect instruction, affected stone

to be stored on site until stone wall is to be re-built..








D3

1

W4

1

W5

1

D10

1

W1

1

W9

1

AMENDED PLAN

- PLAN NUMBER -

326408

15 October 2015

15 October 2015

0 sqm

167 sqm

167 sqm

0

3

1239 sqm

0 sqm - 0%

New

138 sqm - 12%

138 sqm - 12%

11669

Skimmed

and painted.

W10

1






































GENERAL NOTES:

REVISIONS:

COPYRIGHT:




ERF NO:

EXISTING AREA:

NEW AREA:

TOTAL AREA:

NEW GARAGES

NEW BATHROOMS:

ERF AREA

EX. COVERAGE

NEW COVERAGE

AGE OF BUILDING

Unit 6

1 Bridge Street


ARCHITECT SIGNATURE

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

South End

6001

TEL: 041 581 1590

CELL: 083 295 3601

FAX: 086 547 5423



TOTAL COVERAGE

PROJECT TITLE:

DRAWING TITLE:

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

COSTING PLANS



WHITFIELD.

CLIENT SIGNATURE

FOR <CLIENT NAME>:

REVISION NO.

PROJECT NO.

DRAWN BY:

DRAWN DATE:

CHECKED BY:

PRINT DATE:

PAGE NO.

DMV

WHI-06-15

WHI-06-15_1

JJG

005

84

93

29

23

28

35

27

05

21

25

59

82

00

30

26

35

20

0

14

03

70

21

25

20

32

85

11

0

30

20 000 UFFL LG

23 725 UFFL GF



28 465 TOP OF FLU

26 560 TOP OF ROOF


26 220U/S OF LINTEL


23 320

TOP OF BRICKWORK

23 290


25

5


U/S OF I-BEAM

84

93

29

23

28

35

27

05

21

25

59

82

00

30

26

35

20

0

14

03

70

21

25

20

32

85

11

0

30

20 000 UFFL LG

23 725 UFFL GF



28 465 TOP OF FLU

26 560 TOP OF ROOF


26 220U/S OF LINTEL


23 320


TOP OF BRICKWORK

23 035

25

5

TOP OF BRICKWORK

19 970

U/S OF I-BEAM

NGL

NGL

NGL

NGLNORTH ELEVATION

SCALE 1:50

SOUTH ELEVATION

SCALE 1:50

Facebrick Facebrick Facebrick Facebrick Facebrick

Facebrick Facebrick

Facebrick

Facebrick

Facebrick

Timber cladding Skimmed

and painted.

Existing stone wall

Existing stone wall

Existing stone wall

Existing stone wall

3

8

°

3

8

°

6

2

°6

2

°


NBR, SANS Part-M.

10501875

18751050
































NBR, SANS Part-M.














Existing stone wall to be altered and made good

as per on site Architect instruction, affected stone

to be stored on site until stone wall is to be re-built..







Facebrick

Skimmed

and painted.

Skimmed

and painted.

Timber cladding

W8

1

W3

1

D3

1

D8

1

D1

1

W2

1

75mm x 50mm G.M.S. angles bolted to steel structure as per detailed drawings.

AMENDED PLAN

- PLAN NUMBER -

326408

Facebrick

W11

1

15 October 2015

15 October 2015

0 sqm

167 sqm

167 sqm

0

3

1239 sqm

0 sqm - 0%

New

138 sqm - 12%

138 sqm - 12%

11669

Documents

PROPOSED DWELLING Lower Ground @ 29sqm Ground …africaarchitectureawards.com/wp-content/uploads/2017/… · · 2017-06-303 738 1 779 22 253 110mm PVC SEWER PIPE @ MAX 1:10 & MIN