11. ANY PERCEIVED INDISTINCTNESS OR ...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

5000

1250

2500 6260 1460 3550

13770

23

0

26

50

90

20

30

23

0

27

80

90

50

00

31

00

60

0

830

90 1

00

0

15

00

13770 37503480

2500

230

6030

230

1000

230

3320

230

75

00

18

07

18

02

30

2305550

2305030

2301140

1801000

1803480

30

00

30

00

30

00

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/L1. 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.

pavingDRIVE WAY

TO MUNICIPALCONNECTION

GROUND STOREY PLAN/SITE PLANscale 1 : 100

NOTES

PROPOSED NEW DWELLINGFOR MSP DEVELOPMENTS

ON ERF 879,(TYPE B)KRAAIFONTEIN

L2016116

drw no.

drawn

rev.

JAN 2017

date

job no.

1:100@A3

scale

drawing title

LRB

project

revision/issueno. date

architect

CONTRACTOR

COUNCIL DRAWINGS:

GROUND STOREY PLAN/SITE PLAN

WD-01

Old Castle Brewery Unit 005 6 Beach Road Woodstock 7925

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

IN ASSOCIATION WITH WILHELM MARTIN BASSON ARCHITECTS cc.WORCESTER

H. LE ROUX BASSONNDIP ARCH(CAPE TECH)

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

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

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

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

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

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.

GENERAL NOTES

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.

FENESTRATIONNOTES:

REFER TO "ANNEXUREA" FOR FENESTRATIONCALCULATIONS

ST

ER

LIN

G G

RO

VE

CR

ES

CE

NT

ADJACENTERF 878

ADJACENTERF 880

1800mm HIGH, PRECAST CONCRETE WALL

wc

STAIRS:RISERS: 194mmTREADS: 250mm

W6

W5 W4 W3

W2

W1

CLASS EFIRE DOOR (30min)

TO SANS 1253

FIRE WALL TOU/S OF SLAB

PC

RE

INF

OR

CE

DC

ON

CR

ET

ELIN

TO

LS

OV

ER

2400 x

2100m

mS

EC

TIO

NA

LO

VE

RH

EA

DG

AR

AG

E D

OO

R

21 000mm BOUNDARY LINE


3100m

mC

WC

9 0

10m

m B

OU

ND

AR

Y L

INE

9 0

00m

m B

OU

ND

AR

Y L

INE

f/fr

wm

FFL: 94 495

FFL: 94 670

stovesink

D3

LOUNGEtiles tiles

KITCHEN

pavingCARPORT

PATIOtiles

GARAGEgranolithic

screed

tilesFOYER

GUESTWCtiles

ERF 879

re 2re 1

UNIT 49

UNIT 50

ERF 879

ERF 878

ADJACENTERF 882

ADJACENTERF 881

14131211109

8 7

654321

BB

A

A

1800mm HIGH, PRECAST CONCRETE WALL

DININGtiles

re 4re 3

paving

prepbowl

braai

hwb

PLATFRO

M LEVEL

94 415

FFL: 94 585

BUILDING LINES (BACK) N/A

FLOOR FACTOR 0,840

FOOTPRINT

proposed

COVERAGE

TOTALDESCRIPTION

THE BUILDING: TYPE B

86m²

45.50%

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 B

SERVITUDES

ZONING

N/A

GR1

189m²

N/A

BALCONY

TOTAL

GROUND STOREY 69,78m²

FIRST STOREY

69,78m²

58,62m² 58,62m²

4,96m² 4,96m²

PATIO

CARPORT

9,22m² 9,22m²

16,22m² 16,22m²

158,8m² 158,8m²

D1

D5

D2

D4

18

00

15902304100902000902940230

9680 1590

23

04

15

02

30

28

00

90

43

80

31

20

6490 3190230

2940

90

2000

90

910

230

2960

230

9680

23

03

62

09

03

47

09

0

75

00

29

30

901

00

090 27

0

1940

90

910

92

0

10

00

150

18

00

1 500 x 300 mm PRECASTCONCRETE INFILL PANELS.

150 x 150mm PRECAST CONCRETEPOSTS @ 1515mm C/C.

scale 1 : 50

BOUNDARY WALL DETAIL

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.

showershowershower

WCwhb

bath

WCwhb

VENTILATE HEAD OFDRAINAGE RUN

shower

WCwhb

bath

WCwhb

wmsss

94 415 94 415 94 415

93 707

708488

93 927

MH

TO MUNICIPALCONNECTIONTO MUNICIPALCONNECTION

MH

whbwhb

RE 3

sss

G

RE 2

sss

G

DRAINAGE SECTIONscale 1 : 100

DISTANCE

COVER LEVEL

INVERT LEVEL

DEPTH

FALL

450

RE 1

MIN. FALL 1 : 60

93 953

462

±15,17m

FALL

DEPTH

INVERT LEVEL

COVER LEVEL

DISTANCE

93 965

450

94 415

±0,85m

WC

ERF 878

ERF 879

UNIT 50

UNIT 49

PLATFRO

M LEVEL

94 415

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.bic

bic

bic

B B

carpetBEDROOM 2

9 0

00m

m B

OU

ND

AR

Y L

INE

9 0

00m

m B

OU

ND

AR

Y L

INE



shwr

bath

whb

wc

whb wc

shwr

FFL: 97 265

tilesBALCONY

123456

78

91011121314

carpetBEDROOM 3

FFL: 97 390

carpet

MAIN BEDROOM

tiles

EN-SUITE

tilesBATHR

A

A

W7

W8

W9W10W11

W12

W13

D6

geyser

trapdoor

NOTES

CONTRACTOR

architect

dateno. revision/issue

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 SABS 0400-1990.






project

LRB

drawing title

scale

1:100@A3

job no.

date

rev.

drawn

drw no.

L2016116

COUNCIL DRAWINGS:

FIRST STOREY PLANDRAINAGE SECTION

WD-02

JAN 2017



scale 1 : 100

FIRST STOREY PLAN

1 800mm PRECAST CONCRETEBOUNDARY WALL.

CONCRETEPADFOUNDATION

D7

D8D9

D10

D11

7360

7360 MERANTI

TIMBER & STEELPERGOLA POST

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

EAST ELEVATIONscale 1 : 100

SOUTH ELEVATIONscale 1 : 100

L2016116

dateno. revision/issue

project

LRB

drawing title

scale

1:100

job no.

date

rev.

drawn

drw no.

COUNCIL DRAWINGS:

ELEVATIONS

WD - 03






architect

CONTRACTOR

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



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


GENERAL NOTES

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


scale 1 : 100NORTH ELEVATION


BO

UN

DA

RY

LIN

E

BO

UN

DA

RY

LIN

E

BO

UN

DA

RY

LIN

E

BO

UN

DA

RY

LIN

E

CE

NT

RE

LIN

E

CE

NT

RE

LIN

E

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.

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

1800mm HIGH, 140mmTHICK CONCRETEBLOCKWORK WALL

AD

JA

CE

NT

UN

IT

AD

JA

CE

NT

UN

IT

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.

EVACUATED TUBE COLLECTOR ACCORDINGTO SPECIALISTS SPECIFICATIONS

15mm PLASTERDETAIL TOARCHITECT'SSPECIFICATION

15mm PLASTERDETAIL TOARCHITECT'SSPECIFICATION

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.

228 x 50mm PARMERANTI BEARER

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.

FIBRE CEMENTCLADDING

Documents

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