COVERAGE 31,87% 11. ANY PERCEIVED ...buhreinestate.co.za/download/townhouses/sterling-grove/...-HOT WATER CYLINDER TO RECEIVE 50mm THICK, NON-COMBUSTIBLE, LIGHTWEIGHT GLASSWOOL "ISOVER

86

90

19

27

10

0

EQ EQ EQ EQ EQ

3350

12506480

230

1000

230

6030

230

2500

13720

10

00

90

830

60

0

31

00

50

00

62602500

4210

773023055002305030230

1140

180

1000

1804210

75

00

71

80

18

02

30 18

00

90

29

70

23

02

77

92

30

17

60

23

02

78

09

0

5000

12503750

16450

7690

2306000

45

03

01

54

50

EQ

45

0E

Q4

50

24

00

45

0

28

50

28

85

28

85

34

65

3232323232323232323232323207

C/LC/LC/LC/LC/L

152mm x 152mm x 6mm HOT DIPPEDGALVANIZED MILD STEEL BASEPLATE, FIXED TO CONCRETE WITH 4 x M12 BOLTS

TYPICAL PERGOLA FRONT ELEVATIONscale 1 : 50

50mm x 152mmGALVANIZEDSTEEL SQUARE TUBING WELDED TO 152 x 152 x6mm BASEPLATE

50mm X 152mm PAR HARDWOODTIMBER MEMBER

50mm x 152mm GALVANIZEDSTEEL SQUARE TUBE SPACER

C/L

TO MUNICIPALCONNECTION

re 4

DRIVE WAY

paving

scale 1 : 100

GROUND STOREY PLAN/SITE PLAN

NOTES

PROPOSED NEW DWELLINGFOR MSP DEVELOPMENTS

ON ERF 874,(TYPE E)KRAAIFONTEIN

CONTRACTOR

architect

dateno. revision/issue

project

LRB

drawing title

scale

1:100@A3

job no.

date

JAN 2017

rev.

drawn

drw no.

L2016111

COUNCIL DRAWINGS:

GROUND STOREY PLAN/SITE PLAN

WD-01

GENERAL NOTES

REGULATIONS AND REQUIREMENTS OF ALL RELEVANTAUTHORITIES TO BE ADHERED TO.CONTRACTORS TO CHECK ALL DIMENSIONS AND LEVELSON SITE BEFORE COMMENCING WITH WORK.FIGURED DIMENSIONS TO BE TAKEN IN PREFERENCE TOSCALED MEASUREMENTS.ALL STRUCTURAL DESIGN TO BE THE RESPONSIBILITYOF A PROFESSIONAL ENGINEER.COPYRIGHT RESERVED.

ALL ELECTRICAL WIRES IN WALLS, FLOORS ANDCONCRETE CEILINGS TO RUN IN SABS APPROVED CONDUITS

CONTRACTOR TO ALLOW FOR ARCHITECTS BOARD

ALL MATERIALS ETC. TO BE FITTED IN STRICTACCORDANCE WITH MANUFACTURERS' SPECIFICATIONS.

ALL SPECIFICATIONS ETC. TO BE IN ACCORDANCEWITH MODEL PREAMBLES FOR TRADES AS PUBLISHEDBY THE ASSOCIATION OF SOUTH-AFRICAN QUANTITYSURVEYORS.

ALL WORK TO BE DONE IN ACCORDANCE WITH THENATIONAL BUILDING REGULATIONS (SOUTH AFRICANCODE OF PRACTICE) AND BUILDING STANDARDS ACT,ACT SABS 10400:2010

H. LE ROUX BASSONNDIP ARCH(CAPE TECH)

B.BUILD(UPE) B.ARCH(UPE)SACAP REG. NO. 6 135

IN ASSOCIATION WITH WILHELM MARTIN BASSON ARCHITECTS cc.WORCESTER

Old Castle Brewery Unit 005 6 Beach Road Woodstock 7925

Email. [email protected]. 021 447 1125Fax. 021 447 7347Cell. 082 823 1449

DRAINAGE NOTES

ALL DRAINAGE TO BE IN ACCORDANCEWITH MUNICIPAL REGULATIONS.ALL UNDERGROUND PIPES TO BE 110mmDIAMETER P.V.C. PIPES.ANY DRAINAGE PIPE THAT RUNSBENEATH A CONCRETE SLAB TO BEENCASED IN 100mm CLEAN SANDSURROUND.ALL VENT PIPES & WASTEPIPES TO BE 50mm DIAMETER.

MOVEMENT JOINT NOTES:

CONTRACTOR TO ALLOW FOR MOVEMENT JOINTSIN FLOOR SLABS & WALLS WHERE DEAMEDNECESSARY.JOINTS TO BE SEALED WITH"JOINTEX"

HOT WATERSERVICES NOTES:

-A MIN. OF 50% OF WATER HEATING REQUIREMENTS TO BE PROVIDED BY RENEWABLE MEANS.-SOLAR WATER HEATING SYSTEM SHALL COMPLY WITH SANS 1307 & SANS 10106-THERMAL PERFORMANCE TO BE DETERMINED IN ACCORDANCE WITH SANS 6211-1 & SANS 6211-2.-SOLAR WATER HEATING SYSTEM INSTALLATION TO COMPLY WITH SANS 10254-HOT WATER CYLINDER TO RECEIVE 50mm THICK, NON-COMBUSTIBLE, LIGHTWEIGHT GLASSWOOL "ISOVER - GEYSER BLANKET". SEAL EDGES WITH DUCT TAPE. APPLY 2m OF 20mm THICK "SNAP-ON PIPE" INSULATION ON THE INCOMING COLD WATER PIPES.-ALL EXPOSED PIPES TO & FROM HOT WATER CYLINDER TO BE INSULATED WITH RIGID NON- COMBUSTIBLE LIGHTWEIGHT "ISOVER - GEYSER PIPE INSULATION" GLASSWOOL INSULATION WITH A WALL THICKNESS OF 35mm. INSTALLED IN ACCORDANCE WITH MANUFACTURER'S DETAIL AND SPECIFICATIONS.

BUILDING LINES (BACK) 5 000mm

1MAX. FLOOR FACTOR

N/AMAX. FLOOR SPACE

N/ABUILDING LINES (STREET)

MAX. HEIGH (ROOF)

8 000mmMAX. HEIGH (WALLPLATE)

10 000mm

BUILDING LINES (COMMON)

ERF AREA

THE SITE

AREAS SCHEDULE: TYPE E

SERVITUDES

ZONING

N/A

GR1

281,78m²

N/A

REFER TO "ANNEXUREA" FOR FENESTRATIONCALCULATIONS

FENESTRATIONNOTES:

BB

tiles

GUESTWC

FOYERtiles

granolithicscreed

GARAGE

tilesPATIO

GARAGE

KITCHENtilestiles

LOUNGE

D4

sinkstove

FFL: 94 565

wm

f/fr

12 3

10m

m B

OU

ND

AR

Y L

INE

8 0

90m

m B

OU

ND

AR

Y L

INE

3100m

mC

WC

24 410mm BOUNDARY LINE

2400 x

2100m

mS

EC

TIO

NA

LO

VE

RH

EA

DG

AR

AG

E D

OO

R

PC

RE

INF

OR

CE

DC

ON

CR

ET

ELIN

TO

LS

OV

ERFIRE WALL TO

U/S OF SLAB

CLASS EFIRE DOOR (30min)

TO SANS 1253

W1

W2W3W4

W5

STAIRS:RISERS: 194mmTREADS: 250mm

wc

1800mm HIGH PRECAST CONCRETE WALL

ADJACENT ERF 875

ST

ER

LIN

G G

RO

VE

C

RE

SC

EN

T

1413121110

9

87

654321

1800mm HIGH,450 X 450mm CONCRETEBLOCKWORK PIERS WITH PALISADE PANELS @ MAX 3500mm C/C. SMOOTH PLASTER& PAINT FINISH. PLASCON PAINTFINISH OR APPROVED SIMILAR.

re 3

re 2

re 1

braai

paving

tilesDINING

prepbowl

MH

hwb

FFL: 94 480

A

A

ERF 874

granolithicscreed

CLASS EFIRE DOOR (30min)

TO SANS 1253

FFL: 94 390


pavingDRIVE WAY

2 8

90m

m

BO

UN

DA

RY

LIN

E

1 77

0mm

BO

UN

DA

RY

WA

LL

UNIT 46

UNIT 45

ERF 874

ERF 875

PLATFO

RM

LEVEL

94 310

FFL: 94 390

1. THE CONTRACTOR MUST ESTABLISH THE POSITIONS OF BOUNDARY PEGS,EXISTING STRUCTURES & OBSTRUCTIONS BEFORE ANY WORK COMMENCES. 2. ANY EXCAVATION FOR ANY FOUNDATION MUST BE DONE UNTIL STABLE NATURAL GROUND IS REACHED AND NOT IN FILLED GROUND. 3. WHERE A FOUNDATION WALL IS HIGHER THAN 1 500mm A RETAINING WALL ACCORDING TO ENGINEERS SPECIFICATION MUST BE CONSTRUCTED. 4. FLOORSLABS TO BE CAST A MINIMUM OF 170mm (2 BRICK COURSES) ABOVE NATURAL GROUND LEVEL. 5. PREFABRICATED CONCRETE LINTOLS TO BE BUILT IN OVER ALL OPENINGS.LINTOLS MUST HAVE BEARING DISTANCE OF MINIMUM 225mm AT BOTH SIDES.

6. ALL WALLS TO HAVE "Brick-Force" AT EVERY 5TH COURSE.CAVITY WALLS TO HAVE MINIMUM OF 5 X WIRE TIES PER SQ/M. 7. "Brick-Force" FOR MINIMUM 4 BRICK COURSES ABOVE LINTOL HEIGHT. 8. ALL CARE MUST BE TAKEN TO KEEP CAVITIES CLEAN FROM DPC LEVEL TO EAVES LEVEL. 9. BEAM FILLING TO UNDERSIDE OF ROOF COVER. 10. ROOF OVERHANG : 300mm 11. ANY PERCEIVED INDISTINCTNESS OR CONTRADICTION IN THE DOCUMENTS MUST IMMIDIATELY BE CLEARED WITH THE ARCHITECT.

12. ALL GUTTERS AND DOWNPIPES TO BE ALLUMINIUMAND TO BE INSTALLED AS MANUFACTURER'S SPECIFICATION.

FLOOR FACTOR 0,577

FOOTPRINT

COVERAGE

THE BUILDING: TYPE E

31,87%

89,80m²

BALCONY

proposed

TOTAL

GROUND STOREY

DESCRIPTION TOTAL

89,80m²

FIRST STOREY

89,80m²

57,13m²

6,30m² 6,30m²

PATIO 9,22m² 9,22m²

162,45m²

57,13m²

162,45m²

BOUNDARY WALLS

SOLID BOUNDARY WALL

PALISADE BOUNDARY WALL

D7

D5

D6

D2

D1

D3

D8

18

00

230 2940 90 2000 90 3620 230 2020

9200 2020

23

03

62

09

03

47

09

0

75

00

230

2940

90

910

90

2000

230

2480

2306490 2710

9200

23

04

15

02

30

28

00

90

29

30

901

00

090 27

0

1940

90

910

189590

40090

sss

G

sss

G

655

93 655


MHMH


±1,93m

whbwhb

RE 3

WC

showershower

shower

WCwhb

bath

WCwhb

RE 2

shower

WCwhb

bath

WCwhb

wmsss

RE 1

490

93 820

DRAINAGE SECTIONscale 1 : 100

DISTANCE

COVER LEVEL

INVERT LEVEL

DEPTH

FALL

450

MIN. FALL 1 : 60

93 848

462

±11,28m

FALL

DEPTH

INVERT LEVEL

COVER LEVEL

DISTANCE

93 860

450

94 310

±0,85m

VENTILATE HEAD OFDRAINAGE RUN

94 310 94 310 94 310

PLATFO

RM

LEVEL

94 310ERF 875

ERF 874

UNIT 45

UNIT 46



L2016111

A

A

BOUNDARY WALL DETAILscale 1 : 50

200 x 600MASS CONCRETE

STRIP FOUNDATION

NOTES

revision/issueno. date

architect

CONTRACTOR






ALL WORK TO BE DONE IN ACCORDANCE WITH THENATIONAL BUILDING REGULATIONS (SOUTH AFRICANCODE OF PRACTICE) AND BUILDING STANDARDS ACT,ACT SABS 0400-1990.



CONTRACTOR TO ALLOW FOR ARCHITECTS BOARD ALL ELECTRICAL WIRES IN WALLS, FLOORS ANDCONCRETE CEILINGS TO RUN IN SABS APPROVED CONDUITS


GENERAL NOTES

drw no.

drawn

rev.

date

job no.

1:50@A31:100@A3

scale

drawing title

LRB

project

COUNCIL DRAWINGS:

FIRST STOREY PLANDRAINAGE SECTION

BOUNDARY WALL

WD-02

JAN 2017

B B

123456

7 8

91011121314

tilesBATHR

carpet

MAIN BEDROOM

BEDROOM 2carpet carpet

BEDROOM 3

BALCONYtiles

whbwhb

wc

wc

bath

shwrshwr

bic

bic

bic

EN-SUITE

W8W9W10

D9

D10

W6

W7

FFL: 97 285

W11

1000mm HIGH BALUSTRADETO COMPLY WITH MUNICIPAL AND NBR REGULATIONS. NO GAP OR OPENING SHALL BE ABLE TO LET THROUGH ABALL OF NOT LESS THAN100mmø, AT ANY GIVENPOSITION OR POINT.

12 3

10m

m B

OU

ND

AR

Y L

INE

9 0

00m

m B

OU

ND

AR

Y L

INE


trapdoor

geyser

FFL: 97 160

CONCRETE BLOCKWORK, SMOOTHPLASTERED & PAINTED ONBOTH SIDES. PLASCON PAINTFINISH IN STRICT ACCORDANCEWITH MANUFACTURER'S SPECIFICATIONS.

85mm PLASTER BAND

PALISADE FENCE

1800mm HIGH, 190mmTHICK CONCRETEBLOCKWORK WALL

200 x 600MASS CONCRETE

STRIP FOUNDATION

scale 1 : 100FIRST STOREY PLAN

PALISADE FENCE


2 8

90m

m

BO

UN

DA

RY

LIN

E

1 77

0mm

BO

UN

DA

RY

WA

LL

1. THE CONTRACTOR MUST ESTABLISH THE POSITIONS OF BOUNDARY PEGS,EXISTING STRUCTURES & OBSTRUCTIONS BEFORE ANY WORK COMMENCES. 2. ANY EXCAVATION FOR ANY FOUNDATION MUST BE DONE UNTIL STABLE NATURAL GROUND IS REACHED AND NOT IN FILLED GROUND. 3. WHERE A FOUNDATION WALL IS HIGHER THAN 1 500mm A RETAINING WALL ACCORDING TO ENGINEERS SPECIFICATION MUST BE CONSTRUCTED. 4. FLOORSLABS TO BE CAST A MINIMUM OF 170mm (2 BRICK COURSES) ABOVE NATURAL GROUND LEVEL. 5. PREFABRICATED CONCRETE LINTOLS TO BE BUILT IN OVER ALL OPENINGS.LINTOLS MUST HAVE BEARING DISTANCE OF MINIMUM 225mm AT BOTH SIDES.

6. ALL WALLS TO HAVE "Brick-Force" AT EVERY 5TH COURSE.CAVITY WALLS TO HAVE MINIMUM OF 5 X WIRE TIES PER SQ/M. 7. "Brick-Force" FOR MINIMUM 4 BRICK COURSES ABOVE LINTOL HEIGHT. 8. ALL CARE MUST BE TAKEN TO KEEP CAVITIES CLEAN FROM DPC LEVEL TO EAVES LEVEL. 9. BEAM FILLING TO UNDERSIDE OF ROOF COVER. 10. ROOF OVERHANG : 300mm 11. ANY PERCEIVED INDISTINCTNESS OR CONTRADICTION IN THE DOCUMENTS MUST IMMIDIATELY BE CLEARED WITH THE ARCHITECT.

12. ALL GUTTERS AND DOWNPIPES TO BE ALLUMINIUMAND TO BE INSTALLED AS MANUFACTURER'S SPECIFICATION.

D11

D12D13

D14

7360

7360



L2016111

152 x 50mm PARMERANTI MEMBERS@ MAX, 600mm C/C

MERANTITIMBER & STEELPERGOLA POST

scale 1 : 100WEST ELEVATION

NORTH ELEVATIONscale 1 : 100

COUNCIL DRAWINGS:

ELEVATIONS

drw no.

drawn

rev.

date

job no.

1:100@A3

scale

drawing title

LRB

project

revision/issueno. date

WD - 03

architect






GENERAL NOTES


ALL ELECTRICAL WIRES IN WALLS, FLOORS ANDCONCRETE CEILINGS TO RUN IN SABS APPROVED CONDUITS

CONTRACTOR TO ALLOW FOR ARCHITECTS BOARD



ALL WORK TO BE DONE IN ACCORDANCE WITH THENATIONAL BUILDING REGULATIONS (SOUTH AFRICANCODE OF PRACTICE) AND BUILDING STANDARDS ACT,ACT SANS 10400:2011

CONTRACTOR

NOTES

.

"S" = SAFETY GLASS"O" = OPAQUE GLASS

ALL GLASS AREASLARGER THAN 1m²OR LESS THAN 500mmFROM FLOOR LEVELTO RECIEVE SAFETYGLAZING INACCORDANCE WITHSANS 10400-N:2011.

GLASS THICKNESS:AS PER SANS10400-N:2011,4.2, TABLE 1

DOORS & WINDOWS:6mm TOUGHENEDSAFETY GLASS

JAN 2017

8 000mm WALLPLATE HEIGHT RESTICTION

200 x 600MASS CONCRETESTRIP FOUNDATION


CE

NT

RE

LIN

E

CE

NT

RE

LIN

E

BO

UN

DA

RY

LIN

E

BO

UN

DA

RY

LIN

E

BO

UN

DA

RY

LIN

E

BO

UN

DA

RY

LIN

E


SOUTH ELEVATIONscale 1 : 100

1000mm HIGH BALUSTRADETO COMPLY WITH MUNICIPALAND NBR REGULATIONS. NOGAP OR OPENING SHALL BEABLE TO LET THROUGH ABALL OF NOT LESS THAN100mmø, AT ANY GIVENPOSITION OR POINT.

AD

JA

CE

NT

UN

IT

AD

JA

CE

NT

UN

IT


BRICK WORK. SMOOTHPLASTERED & PAINTEDPLASCON PAINTFINISH ACCORDING TOMANUFACTURERSSPECIFICATION ORAPPROVED SIMILAR.COLOUR TO ARCHITECT'SSPECIFICATIONS.

CHIMNEY TO COMPLY WITH ALLRULES & REGULATIONS AS PERIN SANS 10400-V:2010 4.3ROOF TIMBERS TO STOP A MIN.OF 200mm AWAY FROM INSIDEWALL OF CHIMNEY.

1000mm HIGH BALUSTRADETO COMPLY WITH MUNICIPALAND NBR REGULATIONS. NOGAP OR OPENING SHALL BEABLE TO LET THROUGH ABALL OF NOT LESS THAN100mmø, AT ANY GIVENPOSITION OR POINT.

15mm PLASTERDETAIL TOARCHITECT'SSPECIFICATION

15mm PLASTERDETAIL TOARCHITECT'SSPECIFICATION

EVACUATED TUBE COLLECTOR ACCORDINGTO SPECIALISTS SPECIFICATIONS

228 x 50mm PARHARDWOOD BEARER

FIBRE CEMENTCLADDING

FIBRE CEMENTCLADDING

ROOF:PITCH 1 DEGREE"KLIPLOK" ROOF SHEETING

ROOF:PITCH 25 DEGREE0,47mm ALUMINIUM-ZINK "SAFINTRA - CLASSICORR" CORRUGATED PROFILE ROOF SHEETING.

FIBRE CEMENTPANEL

Documents

COVERAGE 31,87% 11. ANY PERCEIVED ...buhreinestate.co.za/download/townhouses/sterling-grove/...-HOT WATER CYLINDER TO RECEIVE 50mm THICK, NON-COMBUSTIBLE, LIGHTWEIGHT GLASSWOOL "ISOVER