proposed newdwelling erf port provence

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1190m

1190m

1185m

1185

m

1189m

1189m

1189m

1188m

1188m

1186m

1186

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1187m

1187m

1191m

1191m

1192m

1192m

1193m

ELECTRICALBOX

SEWAGE

ERF 110 ERF 109

ERF 90

ERF 117 (Servitude)

TOP = 1188,36mINV = 1187,07m

CERB BOTTOMCERB TOP

CERB BOTTOMCERB TOP

BM1BM2

A

210

A

2102000

2000

UN COVERED PATIOPAVING

POOL STORE ROOMSCREED

BOMA

BUILT IN SEATING BUILT IN SEA

TING

4000

3126

BUILT INBRAAI

N

SWIMMING POOL TO COMPLYWITH SANS 10400 PART D

& APPROVED BY STRUCTURALENGINEER

LANDING

330 5810 220 1200 330 1255 220 6960 330

SITE BOUNDARY

SITE BOUNDA

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TAINING W

ALL TO

STR

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URA

L EN

GINEERS

DETAILS

RETAINING WALL TO STRUCTURAL ENGINEERS DETAILS


RETA

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ALL TO

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330

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330 8814 220 6960 330

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1000 115 1000

+1183670

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STORMWATER TODISCHARGE INTOATTENUATION POND

STORM WATERCATCHPIT

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OUTLINE OFTIMBER PERGOLA

ABOVE

NOTE: 110mm DIAM WEEPHOLES TOBE PROVIDED IN RETAINING WALLS ATLOWEST CORNER OF SITE

PURPOSE MADEACCESS DOORTO UNDERSIDEOF LANDING

POOL PUMP

GARDEN STORE ROOMSCREED

A

210

A

210

LOBBYTILES

STAFF QUARTERSTILES

BEDROOM 4CARPET

BATHROOMTILES

BEDROOM 3CARPET

BEDROOM 2CARPET

STUDYCARPET

WALK‐IN‐CLOSETCARPET

EN‐SUITETILES PYJAMA LOUNGE

CARPET

BEDROOM LOBBYTILES

DRY YARDPAVING

MASTER BEDROOMCARPET

GYMTILES

LANDSCAPING

EXISTING TREE2.55 m²

STORE ROOM

D07

D07

D07

D07

D07

D07

D07

D04D04

D04D04

D07

D07

D05

D05

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LINTEL O

VER

BALUSTRADE

N

330 6240 330 5774 330 4796 115 3633 115 3138 115 1233 220 2413 330

220

3600

115

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220

3410

220

2810

115

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615

3000

770

1230

570

1215

115

1985

2985

615

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115

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220 1930 220 5109 115 6938 115 1490 115 2395 220 1870 220



RETAINING WALL TO STRUCTURALENGINEERS DETAILS

RETA

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STR

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DETAILS

RETA

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RETA

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220 4803 115 3000 115 1734 115 3242 115 3826 2202m BUILDNG LINE

BOUNDARY LINE

2153 2626 2160

150220 4744 220 7184 220

20 5390 730 1640 6283 4964 7624

26650

CLAY PAVERS LAID TO FALLAWAY FROM BUILDING

CLAY PAVERS LAIDTO FALL AWAYFROM BUILDING

160mm DIAM STORMWATER PIPE LAID UNDER PAVING TO MAIN FALL 1:100

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RAISED WATERFEATURE BYSPECIALIST

STONE CLADDING AS PERESTATE GUIDELINES

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CHIMNEY AS PER SANS10400

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220 1200 220

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GATED ACCESS TO GARDENTO BE PROVIDED

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ER PIPE LAID

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VERTICAL DROP INSTORM WATER TO

LOWER LEVEL

STONE CLAD WALL AS PER ESTATESGUIDELINES AND TO WRAP

AROUND ENTIRE ELEMENT ANDBUTT UP AGAINSIST EXTERNAL

WALL

100mm Ø PVC. SP.WITH MIN. 300mmRADUIS SLOW BEND

NOTE: ROOM TO BEMECHANICALLYVENTILATYED

NOTE: ROOM TO BEMECHANICALLYVENTILATYED

WT01

PURPOSE MADEACCESS DOORTO UNDERSIDEOF LANDING

GULLEY

AC UNITS POSITIONEDIN OPEN STORE

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220

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220

6820

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DINING ROOMTILES

UNCOVERED PATIOTILES

LIVING ROOMTILES

1:9

1:8

BAR CA

BINET

WINE CA

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WATER FEATURE

FIREPLACE AS PER SANS10400 PART V

D02

D02

D01

D05

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D05

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WT01

BALUSTRADE

COLD WATERHOT WATER

WATER AND WASTE SUPPLY LEGEND:

HOT WATER FEED FROM SOLAR PANELS ONROOF WITH GEYSER INSDE ROOF VOID.GEYSER AS PER SANS 10254

50mm dia. waste line

110mm dia. sewer line

NBALUSTRADE

BALU

STRA

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2600

7040

6440

1608

0

BALUSTRADE

BALU

STRA

DE

+1189620

+1191320

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STONE CLAD WALL

FLUSH

JOINTED RE

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FACE

BRICK

HATCHING DENOTES FLUSHJOINTED RED SATIN FACE

BRICK

LINTEL OVER

2200 2205

2277 2277 2277

220

2380

220

3600

220

3000

220

7000

220

2565

4040

3000

7440

1704

5

3355

220

230

220

2170

3225

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220 4698 220 4374 220 7554 220

220 1200 220 1365

220

250

220

2035

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220230 220

3355

625

625

LANDING

19796

6440 2338 2240 2338 6440

220 6000 220 2338 220 1800 220 869 220 1249 220 6000 220

+1189450

-

---

-

---

STEP

DOWN

BALUSTRADE

1100

115

3200

220430220 5181 220 2153

STONE CLAD WALL AS PERESTATES GUIDELINES AND TO

WRAP AROUND ENTIRE ELEMENTAND BUTT UP AGAINSIST

EXTERNAL WALL

BALUSTRADE

BALU

STRA

DE

BALUSTRADE

LANDING

BALCONY

1000

2000

BALU

STRA

DE

BALU

STRA

DE


ABOVE

STONE CLADDINGAROUND CHIMNEY.

CHIMNEY AS PERSANS 10400 PART V

STORM WATER GRILL STORM WATER GRILL STORM WATER GRILLSTORM WATER GRILL


ABOVE

OUTLINE OFTIMBER PERGOLAABOVE

1800

1200

FIRE WALL

FIRE DOORWITH SELFCLOSER

WT01 WT01

SEWER LINE UNDER SLAB TO BEENCASED IN MIN 100mm CONCRETE

APPROX POSITION OFSATELLITE DISH.FINAL POSITION TO BEAPPROVED BY ESTATEPRIOR TO INSTALATION

B

211

B

211

1500mm high store room door toaccess to void under slab. see section

220

1050

4395 220

retaining wall below slab

220mm wall under slab

1100 300300

300300

300300

300300

300300

300

PROPOSED NEW DWELLINGERF 109 PORT PROVENCE

N

2m BUILDING LINE

26760 SITE BOUNDARY

2m BUILDING LINE

2m BUILDING LINE

2m BUILDING LINE

2000

2000

2000

2000

20002831

2650

SITE SET‐OUT LINE

5110

31760 SITE BOUNDARY

2500

0 SITE

BOUNDA

RY

7071 SITE BOUNDARY

2000

0 SITE

BOUNDA

RY

STREET SERVITUDE

RUE MIRABEEAU

CUL DE SAC

LANDSCAPING

PAVING

PAVING

PAVING

PAVING

RAMP DOWNRAMP DOWN

VEHICULAR ACCESSNO OBSTRCTIONS

VEHICULAR ACCESSNO OBSTRCTIONS

STORMWATER TODISCHARGE INTO POND

STORM

WAT

ERCA

TCHP

IT

STORM

WAT

ERCA

TCHP

IT

STORMWATERCATCHPIT

STORMWATERCATCHPIT

STORM WATER LINE

STORM

WAT

ERCA

TCHP

IT

R=600 STORM WATER GRILL STORM WATER GRILLSTORM WATER GRILL

SITE SET‐OUT LINE

4971

SITE SET‐OUT LINE

6571

SITE SET‐OUT LINE

3439

DATUM LEVEL

SWIMMING POOL TO COMPLYWITH SANS 10400 PART D

& APPROVED BY STRUCTURALENGINEER

TO CONN INTOMUNICIPAL LINE

MUNICIPAL SEWER LINE

AVERAGE CONTOUR

AVERAGE CONTO

UR

NOTE: NO EXTERNAL SECURITY DOORS ANDBURGLAR BARS.

NOTE: ALL CONCRETE FEATURES TO BE PRIMEDAND PAINTED. COLOUR TO BE APPROVED BYTHE AESTHETICS COMMITTEE

E R R O L B A K K E RA R C H I T E C T U R A L S E R V I C E S6 2 C A N N O N C R E S C E N T I F A F I

0 2 1 6T E L : + 2 7 ( 0 ) 83 824 9970

E M A I L : [email protected]

NOTES:1 - QUALITY OF ALL MATERIALS AND WORKMANSHIP TO COMPLY WITH LOCAL AUTHORITY, NATIONAL BUILDINGREGULATIONS, S.A.B.S SPECIFICATIONS AND THE NHBRC.2 - THE CONTRACTOR IS RESPONSIBLE FOR THE CORRECT SETTING OUT OF THE BUILDINGS.3 - THE CONTRACTOR IS TO VERIFY ALL LEVELS, HEIGHTS AND DIMENSIONS AGAINST THE DRAWINGS BEFOREPUTTING WORK IN HAND.4 - ALL BUILDING LINES, SERVITUDES, DIMENSIONS, BOUNDARIES AND EXISTING STRUCTURES SHOULD BE CHECKEDBY THE BUILDING CONTRACTOR.5 - ANY DISCREPANCIES SHOULD BE POINTED OUT TO THE ARCHITECT FOR EXPLANATION OR CORRECTION.6 - NO SCALING FROM DRAWINGS.7 - DRAWINGS TO BE READ AS A SET WITH ALL CONSULTANT DRAWINGS.8 - DRAINAGE DIRECTION AND DEPTH TO BE CONFIRMED WITH THE LOCAL AUTHORITY.9 - ALL FIXTURES AND FITTINGS AS WELL AS ALL ELEMANTS RELATING TO THE CONSTRUCTION PROCESS MUST BEIN ACCORDANCE WITH SANS 10400.10 - WHERE APPLICABLE, ALL ITEMS MUST BE CERTIFIED BY THE SABS & CSIR OR HAVE AN AGRE'MENTCERTIFICATE

OWNER: .................. DESIGNER: ..................

PROTECTED BY THE COPYRIGHT ACT NO. 98 OF 1978

DRAWN :

DRAWING TITLE :

PROJECT :

SCALE :

CLIENT :

ISSUE DATE: DRAWING NUMBER:ORIGINAL PAPER SIZE:

PROJ NO. :

A1

C:\Errol\Architectural Work\A088‐109 PP\000‐MASTER\A0088‐109PP MASTER 08_1_ESTATE PLANS.rvt

As indicated

2

MR. JONATHAN MILANZI

NEW DWELLING ON STAND 109 PORTPROVENCE, ESTATE D' AFRIQUE,HARTBEESPOORT

FLOOR PLANS

ECB

07/29/16 100

A0075

SCALE 1 : 10001‐LOWER GROUND STOREY

SCALE 1 : 10002‐GROUND STOREY

SCALE 1 : 10003‐FIRST STOREY

SCALE 1 : 20000 ‐ SITE PLAN

AREA OF SITE: 781.5mCOVERAGE: 327.6m (41.9%)F.A.R. : 411.79 (0.52)

AREA SCHEDULE ‐ FAR

GROUND STOREY 245.53 m²FIRST STOREY 166.26 m²

411.79 m²

AREA SCHEDULE ‐ GROSS BUILDING AREA

Name Area01‐LOWER GROUND STOREYUNCOVERED PATIO 100.77 m²LOWER GROUND STOREY 60.34 m²02‐GROUND STOREYGROUND STOREY 245.53 m²PLAY AREA ‐ LANDSCAPED 40.77 m²BRAAI PATIO 31.46 m²UNCOVERED PATIO 56.59 m²DRY YARD 38.28 m²03‐FIRST STOREYFIRST STOREY 166.26 m²UNCOVERED PATIO 10.63 m²UNCOVERED PATIO 11.82 m²DOUBLE GARAGE 41.47 m²DOUBLE GARAGE 47.91 m²UNCOVERED PATIO 23.71 m²UNCOVERED WALKWAY 7.59 m²

883.13 m²

NOTE:The clothes line must be screened from neighbouring properties and may notbe visible from the road.

Windows and doors indicated are the actual shape, size and type to beinstalled during construction.

No deviations to the approved plan will be constructed without prior approvalfrom the Aesthetics committee. All deviations will be submitted, scrutinizedand approved by the Aestheticscommittee before any work is put in hand.

All external lights only according to prescribed fittings.

Satellite dishes and TV antennas to be fitted below eaves of roof and notvisible from the street. Not permitted on front facade.

All air conditioning units to be installed not higher than 1.2m from floor level.

Air conditioning condensing units may not be visible from the street

House numbers max 150mm high by 100mm wide.

Gas cylinders to be installed in approved enclosures.

No refuse bins or clothes lines visible from the street ‐ to be enclosed in theservice yard.

Solar heating panels/heat pumps with cylinders inside the roof only.

DRAINAGE NOTES: AS PER SANS 10400 PART P•• ALL PLUMBING AND DRAINAGE MUST COMPLY WITH THE RELEVANT LOCAL AUTHORITY AND NBR BY LAWS AND REGULATIONS• ALL BENDS AND JUNCTIONS IN DRAIN TO BE FITTED WITH i.e.'s AND MARKED COVERS AT GROUND LEVEL• WASTE FITTINGS TO HAVE RESEAL TRAPS AND BE FULLY ACCESSIBLE• ANY PORTION OF DRAIN AT A DEPTH OF 45Omm OR LESS BELOW GROUND LEVEL TO BE ENCASED IN CONCRETE HAVING A MINIMUM THICKNESS AT

ALL POINTS OF 100mm MEASURED FROM THE EXTERNAL SURFACE OF THE PIPE.• ANY PORTION OF DRAIN PASSING UNDER ANY PART OF THE BUILDING OR FOOTING SHALL BE PROTECTED AGAINST THE LOAD.• THE MINIMUM FALL OF ALL DRAINPIPES TO BE 1:60• 32mm dia. WASTE PIPES TO WASH BASINS• 50mm dia. WASTE PIPES TO ALL OTHER WASTE FITTINGS.

NOTE: BOUNDARY WALLS TO BE MAX500mm ABOVE FINISHED GROUND LEVEL.BONDARY WALLS TO BE MAINTENANCEFREE AND BUILT ACCORDING TO ESTATEGUIDELINES.NOTE: SWIMMING POOL BACKWASH

MAY NOT DISCHARGE IN SEWER SYSTEM

No. Description Date1 ISSUED FOR ESTATE APPROVAL 2016/08/302 SECTION B-B ADDED AND NOTES

ADDED TO FLOR PLAN FOR CLARITY2017/06/29

12

34

56

78

910

1112

1314

1516

1718

12

34

56

78

910

1112

1314

1516

1718

03-FIRST STOREY1189450


5000

D02 D02

D01 D02 D02

220mmGABLE WALL

220mmGABLE WALL

WT01

WT01

CLAY BENT TILE DETAIL TO GABLE.

BALUSTRADE TO DETAIL

'INDUSTRIE COTTO POSSAGNO' CLAY BENT TILES COMPLETEWITH MATCHING RIDGE AND VERGE TILES AS PERSPECIFICATION.

HORISONTALLY SLATTEDTIMBER SECTIONAL GARAGEDOORS

POWDER COATEDALUMINIUM DOORCOLOUR: BRONZE

PLASTER AND PAINT FINISH

MIN. 300mm RAD.SLOW BENDIL. MIN. -450

110mm Ø uPVC PIPE TOCONNECT INTO MUNICIPALCONNECTION

50mmØPVC. WP's.

5000





110mm uPVC 1way st stack tobe concealed .

RAMP UP

ROOF PITCH20°

ROOF PITCH 20°

CHIMNEY AS PER DETAIL ANDTO COMPLY WITH SANS 10400PART V

CHIMNEY AS PER DETAIL ANDTO COMPLY WITH SANS 10400PART V

FULLBORE TO BE CONCEALED INBRCKWORK FROM CONCRETE STORMWATER CHANNEL


STONE CLAD WALL AS PER ESTATES GUIDELINES AND TOWRAP AROUND ENTIRE ELEMENT AND BUTT UP AGAINSISTEXTERNAL WALL

WP GARAGE1193955

WP CENTRAL ROOF1192925

U/S OF SOFFIT1191830

UPPER GARAGE LOOR LEVEL1191320

01-LOWER GROUND STOREY1183840

02-GROUND STOREY1186645


U/S OF WALLPLATE1192255


CLAY BENT TILE DETAIL TO GABLE.CLAY BENT TILE DETAIL TO GABLE.'INDUSTRIE COTTO POSSAGNO' CLAY BENT TILES COMPLETEWITH MATCHING RIDGE AND VERGE TILES AS PERSPECIFICATION.

220mm GABLE WALL220mm GABLE WALL

BALCONY


POWDER COATEDALUMINIUM WINDOWCOLOUR: BRONZE

POWDER COATEDALUMINIUM DOORCOLOUR: BRONZE


MIN. 300mm RAD. SLOW BEND

50mmØPVC. WP's.

100mmØPVC. OVP.

IL. MIN. -450

110mm Ø uPVC PIPE TOCONNECT INTO MUNICIPALCONNECTION


WROUGHT IRON BALUSTRADETO DETAIL AND SPECIFICATION.

LIGHTWEIGHT TIMBER PERGOLASTRUCTURE AS PER DETAIL

STONE CLAD WALL AS PER ESTATES GUIDELINESAND TO WRAP AROUND ENTIRE ELEMENT AND

BUTT UP AGAINSIST EXTERNAL WALL


SWIMMING POOL TO COMPLYWITH SANS 10400

LIGHTWEIGHT TIMBERPERGOLA STRUCTURE AS

PER DETAIL

D03 WT02 D04 WT02

WT01

D03

WT01

WT03D04WT03WT03D04

WT01

WT03D04WT02D04WT02

CHIMNEY TO COMPLY WITHSANS 10400 PART V

NOTE: SEWER LINE TO RUN BETWEENSWIMMING POOL AND BONDARYWALL AND TO CONNECT INTOEXISTING MUNICIPAL CONNECTION

100mmØ PVC. SEWER LINE WITH MIN FALL 1:60

RE

RERE

IE

IE

WP GARAGE1193955







2805

2805

CLAY BENT TILE DETAIL TOGABLE.

CANTILEVER BALCONY

NGL.

'INDUSTRIE COTTO POSSAGNO' CLAY BENT TILES COMPLETE WITHMATCHING RIDGE AND VERGE TILES AS PER SPECIFICATION.



NGL.

'INDUSTRIE COTTO POSSAGNO' CLAY BENT TILESCOMPLETE WITH MATCHING RIDGE AND VERGETILES AS PER SPECIFICATION.

POWDER COATEDALUMINIUM WINDOWCOLOUR: BRONZE

100mmØPVC. OVP. MIN. 300mm

RAD. SLOWBEND

IL. MIN. -450110mm Ø uPVC PIPE TOCONNECT INTO MUNICIPALCONNECTION

50mmØPVC. WP's.


PLASTER AND PAINTRETAINING WALL

WP GARAGE1193955



WT01WT01 WT01

D05

WT04WT04WT04

WT01WT01WT01WT01

D04



STONE CLAD WALL AS PER ESTATES GUIDELINESAND TO WRAP AROUND ENTIRE ELEMENT AND

BUTT UP AGAINSIST EXTERNAL WALL



+1188033

toilet

whb

bath

whb

toiletshwr

RETAINING WALL TOSTRUCTURAL ENGINEERS DETAILSPLASTER AND PAINT

RETAINING WALL

RETAINING WALL TO STRUCTURALENGINEERS DETAILS

100mmØ PVC. SEWER LINE TO MIN FALL OF 1:60

RE

RERE GULLEY

POSITION OF SOLAR PANELS ON ROOF

APPROX POSITION OFSATELLITE DISH.

FINAL POSITION TO BEAPPROVED BY ESTATE

PRIOR TO INSTALATION

POSITION OF AC UNITS

7500

FRO

M AVE

RAGE CO

NTO

UR

+1189000

WT01

1250







2805

2805



7500

AVE

RA G

E C

ON

TOU

R

WP GARAGE1193955

WP GARAGE1193955








CANTILEVER BALCONY

'INDUSTRIE COTTO POSSAGNO' CLAY BENT TILES COMPLETE WITHMATCHING RIDGE AND VERGE TILES AS PER SPECIFICATION.



NGL.

'INDUSTRIE COTTO POSSAGNO' CLAY BENT TILESCOMPLETE WITH MATCHING RIDGE AND VERGE

TILES AS PER SPECIFICATION.POWDER COATED

ALUMINIUM WINDOWCOLOUR: BRONZE

100mmØPVC. OVP.

MIN. 300mmRAD. SLOWBEND

IL. MIN. -450

110mm Ø uPVC PIPE TOCONNECT INTO MUNICIPAL

CONNECTION

50mmØPVC. WP's.




STONE CLAD WALL AS PER ESTATESGUIDELINES AND TO WRAP AROUND ENTIREELEMENT AND BUTT UP AGAINSISTEXTERNAL WALL



PLASTER AND PAINTRETAINING WALL

100mmØ PVC. SEWER LINE TO MIN FALL OF 1:60

RETAINING WALL TOSTRUCTURAL ENGINEERS

DETAILS

WT01 WT01 WT01

D03WT02 WT02

D04

WT03

RE RE

POSITION OF ACUNITS CONCEALED

BEHIND WALL IN

40mm thick solid 'horizontal' door finished with 2coats woodoc mahogony or similar approvedDOOR LEAF

FRAME

IRONMONGERY

DOOR TYPE D01 D02 : GARAGE DOOR D03 (FOLD‐A‐SIDE DOOR) D04

Standard double rebated timber door frame for220mm wall. Finish with 2 coats woodoc mahogony orsimilar approved.

As per iron mongery schedule

Powder coated Aluminium door Colour: Bronze Aluminium. Glazed panel accordingto SANS 10400 Part L and to be Solar E clear.

Powder coated Aluminium door Colour: BronzeAluminium. Glazed panel according to SANS 10400Part L and to be Solar E clear.

Powder coated Aluminium door Colour: Bronze Aluminium. Powder coated Aluminium door Colour: Bronze Aluminium.

As per iron mongery scheduleAs per iron mongery schedule

D05 D06 (FOLD‐A‐SIDE DOOR)

Horisontal slatted timber garage door. Colour by client.

As per and supplied by specialist

As per and supplied specialist

DOOR SCHEDULE

2125

1698

283

1982

FFL

HEAD HEIGHT

HEAD HEIGHT

FFL

D07 (INTERNAL DOORS)

2125

2570 1358

Powder coated Aluminium door Colour: Bronze Aluminium.Glazed panel according to SANS 10400 Part L and to be WHITEFROSTED GLASS

Powder coated Aluminium door Colour: Bronze Aluminium.


2125

2125

953 4190

2125

961

2125

Powder coated Aluminium door Colour: Bronze Aluminium.Glazed panel according to SANS 10400 Part L and to be Solar Eclear.



Powder coated Aluminium door Colour: Bronze Aluminium.Glazed panel according to SANS 10400 Part L and to be Solar Eclear.



DESCRIPTION

GLAZING

WINDOW TYPE WT01Standard power coated aluminium frame top hung windows ‐ asper manufacturers approved shop drawings Colour: As per HOAspecifications Supplied with windows to suit top‐hung, openoutGlaze as per nbr part N ‐ All blazing panels to be PilkingtonSolar E Clear monolithic

Standard power coated aluminium frame top hung windows ‐ asper manufacturers approved shop drawings Colour: As per HOAspecifications Supplied with windows to suit top‐hung, openoutGlaze as per nbr part N ‐ All blazing panels to be PilkingtonSolar E Clear monolithic

Standard power coated aluminium frame top hung windows ‐ asper manufacturers approved shop drawings Colour: As per HOAspecifications Supplied with windows to suit top‐hung, openoutGlaze as per nbr part N ‐ All blazing panels to be PilkingtonSolar E Clear monolithic

WT02 WT03

WINDOW SCHEDULE

NOTE: GLAZING IN FIRST FLOOR LOBBY TO BE FROSTED

WT04Standard power coated aluminium frame top hung windows ‐ asper manufacturers approved shop drawings Colour: As per HOAspecifications Supplied with windows to suit top‐hung, openoutGlaze as per nbr part N ‐ All blazing panels to be PilkingtonSolar E Clear monolithic

FFL

HEAD HEIGHT

2125

900

600 1095

1746

594

1746

1746

1245

220mm Masonry

Strip with piling NO

Actual R‐Value: 3.54

n/an/a

220mm Masonry

G.S.Actual = 10%/F.S.Actual = 21%

ENERGY CERTIFICATE

FLOORS

FLOOR AREA

Foundation Underfloor Heating

CLIMATE ZONE

FENESTRATION

WALLS

Wall Type

Floor Area Percentage Min 15% of Floor Area

ROOF ASSEMBLY

388.62m²2

ActualPermissible

Roof Material

Reflective Foil

Insulation

Ceiling

0

1.454

1.25

0.69

Foundation Insulation Underfloor Insulation

R‐Values

ENERGY DEMAND

Max Energy DemandVA/m²

Max Energy consumptionkWh/m²

Energy Demand

Energy Consumption

Max allowed 4415.65W

Required Allowable

5W/m²

n/a

n/a

5kWh/m²

Materials

Conc./clay tile @ 22‐45° w/ horiz. ceiling

Permissible R‐Value : 3.2

4mm Alububble

50mm "THINK PINK"

12mm plasterboard ceiling

189.86m²

LIGHTING

Max allowed 4415.65kWh

n/a

n/a

Required Allowable

HOT WATER SUPPLYGeyser Type

Pipe Insulation

Solar Geyser in accordance with SANS 1307

35mm EPS if pipe is <80mm Ø , 55mm EPS if pipe is >80mm Ø

NOTE:GROUND STOREY AND FIRST STOREY FENESTRATION

PERMISSIBLE TO BE TO BE 6mm CLEAR.

Outdoor air 0.03Outdoor air film (7m/s)

Indoor air 0.11Indoor air film (7m/s)

Ground StoreyNet Floor Area of Storey / Room: m2 244.70 NOTE: NO FURTHER CALCULATION REQUIRED.Fenestration Area of Storey / Room: m2 23.69 Max. Conductance ( CU ) for Storey / Room: 342.58

PermissibleFenestration Area to Nett Floor Area %: 9.6% Max. Solar Heat Gain ( CSHGC ) for Storey / Room: 29.364

Permissible

First StoreyNet Floor Area of Storey / Room: m2 143.92 Fenestration Area of Storey / Room: m2 32.008 Max. Conductance ( CU ) for Storey / Room: 201.488

Permissible% Fenestration Area to Nett Floor Area: 22.2 Max. Solar Heat Gain ( CSHGC ) for Storey / Room: 17.2

NOTE: NO EXTERNAL SECURITY DOORS ANDBURGLAR BARS.

NOTE: ALL CONCRETE FEATURES TO BE PRIMEDAND PAINTED. COLOUR TO BE APPROVED BYTHE AESTHETICS COMMITTEE

2400

1800


0 2 1 6T E L : + 2 7 ( 0 ) 83 824 9970



OWNER: .................. DESIGNER: ..................


DRAWN :

DRAWING TITLE :

PROJECT :

SCALE :

CLIENT :


PROJ NO. :

A1


As indicated

2



ELEVATIONS

Author

07/29/16 200

A0075

SCALE 1 : 100NORTH ELEVATION

SCALE 1 : 100SOUTH ELEVATION

SCALE 1 : 100EAST ELEVATION

SCALE 1 : 100WEST ELEVATION












NOTE:BOUNDARY WALLS TO BEMAINTENANCE FREE AND TO BEFACEBRICK ON NEIGHBOURS SIDE

ALL GLAZING TO COMPLY WITH SANS10400 PART N

ALL EXTERIOR WALLS TO BE PAINTEDAND AGEING TECHNIQUE APPLIED AS PERTHE ESTATE GUIDELINES.

NOTE:STONE CLADDING MUST BE CLAD AS AN ENTIREBUILDING ELEMENT AS INDICATED. ANY DISCRPANCIESTO BE HIGHLIGHTED WITH ARCHITECT

No. Description Date1 ISSUED FOR ESTATE APPROVAL 2016/08/302 WT01 ADDED TO STORE BELOW

GARAGE2018/04/16

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18





2805

2805

2805

2380

2380

2125

2550

2550

ENTRANCE HALLTILES

LOBBYTILES

PYJAMA LOUNGECARPET

LIVING ROOMTILES

MASTER BEDROOMCARPET

POOL STORE ROOMSCREED

WROUGHT IRONBALUSTRADE TO DETAILAND SPECIFICATION.

FLOOR CONSTRUCTION:FINISHES ACCORDING TO SPECIFICATION ON MIN. 25mm THICK CEMENT SCREED ON MIN.170mm THICK REINFORCED CONCRETE SLAB ACCORDING TO STRUCTURAL ENGINEER ON250micron WATERPROOFING MEMBRANE ON WELL COMPACTED HARDCORE FILLING INLAYERS OF MAX. 150mm THICK.

RETAINING WALL TO ENGINEERS SPECIFICATION COMPLETEWITH VERTICAL DAMPROOFING AND PERFORATED DRAINAGEPIPE WHERE REQUIRED WITH OUTLET ABOVE NGL.

CONC. LINTOLS

CLAY BENT ROOF TILE CORBEL ACCORDING TO DETAIL

BALCONY


REINFORCED CONCRETE SLAB ACCORDING TO STRUCTURAL ENGINEER

ROOF PITCH 20°

NOTE:Foundation walls to have brick‐force at everycourse.Walls to have brick‐force every fourth

layer.

NOTE:FLOOR LEVEL TO BE MIN170mmABOVE GROUND LEVEL

NOTE:Allow construction joints between allconcrete, brick & steel as per engineers

specifications

'INDUSTRIE COTTO POSSANGO' CLAY BENT ROOF TILESCOMPLETE WITH MATCHING RIDGE, RIDGE AND VERGETILES ON SISALATION ON 38x38mm TIMBER BATTENS ON114x38mm SA PINE GRADE 8 TIMBER TRUSSES AT MIN600mm cc. ON 38x38mm SA PINE BRANDERS AT MIN600mm cc ON 12.5mm RHINOBOARD CEILING SKIMMEDAND PRIMED 1 COAT AND 2 COATS WHITE CEILING PAINT.

DPC.

SLIP JOINT

18 Risers @ 170mm18 Treaders @ 300mmMin headroom 2 100mm

CONCRETE STAIRCASE AS PERSTRUCTURAL ENGINEERS DESIGNAND SPECIFICATIONS

PLASTER AND PAINT FINISH TO ALL SOFFITSCOMPLETE WITH DECORATIVE CORNICE MOULDINGS

CONCRETE ROOF SLAB WITH SCREED LAID TO MIN FALLS OF1:80 WITH TORCH ON MEMBRANE APPLIED AS PERSPECIALIST MANUFACTURERS RECOMENDATIONS. WATER TOFALL TOWARDS FULLBORE OUTLETS AND TOWARDS DUCTSSO AS TO DISCHARGE AT LOWER LEVEL.

NATURAL GROUND LEVEL

DPC.

CONC. LINTOLS

D04

D07D07

280 280 280 280 280 280 280 280

1403

+1188050



SLIP JOINT

SLIP JOINT

SLIP JOINT


LIGHTWEIGHT TIMBER PERGOLASTRUCTURE ASPER DETAIL


WP GARAGE1193955




GARDEN STORE ROOMSCREED

RETA

INING WALL T

O EN

GINE

ERS S

PECIF

ICATIO

NCO

MPLETE W

ITH VER

TICAL

DAM

PROO

FING AN

DPE

RFOR

ATED

DRA

INAG

E PIPE

WHE

RE RE

QUIRED

WITH

OUTLET

ABO

VE NGL

.

RETA

INING WALL T

O EN

GINE

ERS S

PECIF

ICATIO

NCO

MPLETE W

ITH VER

TICAL

DAM

PROO

FING AN

DPE

RFOR

ATED

DRA

INAG

E PIPE

WHE

RE RE

QUIRED

WITH

OUTLET

ABO

VE NGL

.

WINDOWS:

COLUMN CONSTRUCTION:

BOUNDARY AND SCREEN WALLS:

STAIR CONSTRUCTION:

EXTERNAL WINDOW CILLS:

INTERNAL WINDOW CILLS:

BALUSTRADE CONSTRUCTION:

CEILING CONSTRUCTION:

CORBELLED DETAIL AT EAVES AND GABLES:

DOORS:

INTERNAL WALLS:

EXTERNAL WALLS:

REINFORCED CONCRETE FLOOR CONSTRUCTION:

BALCONY CONSTRUCTION:ROOF CONSTRUCTION FOR CONCRETE ROOF TILES:

ROOF ANCHORS: (SABS 0400-1990 KK13)

ROOF FINISH:

REINFORCED CONCRETE SLAB OVER STAIR WELL:

CONCRETE, CLAY OR SLATE TILES TO BE BUILT INTO WALLS FOR AT LEAST

SPECIFICATIONS WITH FLOOR FINISHES AS INDICATED ON PLAN ON MIN. 25mmDOWNSTAND BEAMS WHERE SHOWN, ACCORDING TO STRUCTURAL ENGINEERS340, 255mm AND 170mm THICK REINFORCED CONCRETE SLABS COMPLETE WITH

ROOF ANCHORS TO BE BENT OVER TRUSSES AND TO BE SECURELY NAILED TO300mm AND FOR GALVANISED SHEETMETAL ROOF CLADDING AT LEAST 600mm

EXTERNAL AND INTERNAL DOORS AS PER DOOR SCHEDULE AND ARCHITECTS SPECIFICATION.

ON SECTIONS, ELEVATIONS AND DETAILS, FINISHED AS PER ARCHITECTS SPECIFICATIONS.CLAY BENT ROOF TILES CORBELLED TO DETAIL AT EAVES AND GABLES AS INDICATED

NATURAL STONE FINISH OR PLASTER AND PAINT FINISH WHERE INDICATED.

AT MAX. 400mm C/C FIXED TO SA. PINE BEAMS, PROVIDE 75mm THICK INSULATIONOF 9,5mm THICK GYPSUM CEILING BOARDS FIXED TO 38 x 38mm SA. PINE BATTENS

MATERIAL ON CEILINGS. FINISH CEILINGS OFF WITH DECORATIVE FIBROUS PLASTER

AND PAINT AS PER FINISHING SCHEDULE. ALL OTHER CEILINGS TO BE CONSTRUCTEDALL SOFFITS AND EXPOSED CONCRETE SURFACES TO BE FINISHED WITH PLASTER

TO MANUFACTURERS SPECIFICATIONS. SCREED TO BE FINISHED WITH FLOOR TILESAPPROVED TYPE WATERPROOFING MEMBRANE AS SUPPLIED BY SPECIALISTS, TOTO ALL EDGES OF WALKWAYS AND BALCONYS. SCREED TO BE WATERPROOFED WITH

FALL AWAY FROM BUILDINGS - PROVIDE "FULBORE" RW. OUTLETS COMPLETE WITHENGINEERS SPECIFICATIONS WITH MIN. 25mm THICK CEMENT SCREED LAID WITH MIN.255mm AND 170mm THICK REINFORCED CONCRETE SLABS ACCORDING TO STRUCTURAL

RW. DOWNPIPES TO BE BUILT INTO COLUMNS AND WALLS WITH SPOUTS MIN. 170mmABOVE FINISHED GROUND LEVEL. PROVIDE 255mm HIGH BRICK AND STONE UPSTAND's

TILED INTERNAL WINDOW SILL TO MATCH FLOORS OR AS PER ARCHITECTS SPECIFICATIONS.

WALLS TO BE MAX. 350mm THICK AND 1800mm HIGH ACCORDING TO ARCHITECTS SPEC.BOUNDARY AND SCREEN WALLS TO BE BUILT FROM NATURAL STONE TO MATCH HOUSE.

WHERE COLUMNS NEED TO BE LOADBEARING CONSTRUCTION SHOULD COMPLY WITHCOLUMNS TO BE OF NATURAL STONE AS INDICATED EXCEPT WHERE OTHERWISE SPECIFIED.

BALUSTRADE WALLS AS SHOWN ON PLAN. ALL ACCORDING TO ARCHITECTS SPECIFICATION.AND SPECIFICATIONS. ALL OTHER BALUSTRADES TO BE 350mm THICK NATURAL STONEAND APPROVAL. MANUFACTURE AND FIXING TO BE BY SPECIALISTS ACCORDING TO DETAILS

REINFORCED CONCRETE STAIRCASE ACCORDING TO STRUCTURAL ENGINEER

CLAY TERRACOTTA WINDOW SILL TILE WITH BULLNOSE EDGE - ACCORDING TO

WROUGHT IRON BALUSTRADES ACCORDING TO DETAILS AND ARCHITECTS SPECIFICATION

MERANTI VERTICAL SLIDING SASH WINDOWS, STANDARD WINDOWS AND OR PURPOSE

STRUCTURAL ENGINEERS SPECIFICATIONS AND DETAILS.

170mm (EXCEPT WHERE OTHRWISE SHOWN)

WITH MIN. 25mm CEMENT SCREED, FINISHED AS PER SPECIFICATION


MADE AS PER WINDOW SCHEDULE AND ARCHITECTS SPECIFICATIONS.

STAIR RISERS TO BE:STAIR TREADS TO BE:OR TO MATCH FLOOR FINISH.

ARCHITECTS SPECIFICATION.

ALL ACCORDING ARCHITECTS SPECIFICATION.

FIBROUS PLASTER CORNICE MOULDINGS AS PER SPECIFICATION.ALLOW FOR 600 x 600mm STANDARD CEILING TRAPDOORS.

PLASTER AND PAINT FINISH AS PER ARCHITECTS SPECIFICATION.

SA. PINE ROOF TRUSSES ACCORDING TO ARCHITECTS SPEC.

AS PER ARCHITECTS SPECIFCIATION.

THICK CEMENT SCREED.

76 x 50mm SA. PINE BATTENNS AT MAX. 1200mm C/C ONCLAY BENT ROOF TILES GLUED TO VINEYARD UNDERLAY SHEETING ON

'INDUSTRIE COPPO POSSANGO' CLAY BENT ROOF TILES COMPLETE

ALL ACCORDING TO ARCHITECTS SPECIFICATIONS.

ON 114 x 38mm SA. PINE WALLPLATE TO BE BEDDED IN MORTAR.SA. PINE ROOF TRUSSES AT MAX. 1000mm C/C ON

PROVIDE GALV. SHEETMETAL FLASHINGS OR OTHER TYPE FLASHINGS AT ALL

PROVIDE TWO STRANDS OF 4mm THICK GALV. STEELWIRE ROOF ANCHORS FOR


TRUSSES TO BE MADE UP OF:152x38mm SA. PINE (GRADE 6).114x38mm SA. PINE (GRADE 4).114x38mm SA. PINE (GRADE 4).

ROOF AND WALL JUNCTIONS ACCORDING TO ARCHITECTS SPECIFICATION.

RAFTERS:TIEBEAMS:

WEBS:

ROOF PITCH 20°

WITH MATCHING RIDGE, MONO PITCH RIDGE AND VERGE TILES.

REINFORCED CONCRETE ROOF SLAB ACCORDING TO STRUCTURAL ENGINEERS SPECIFICATIONSSLAB FOR PYRAMID TYPE SKYLIGHT ACCORDING TO ARCHITECTS SPECIFICATION.170mm THICK REINFORCED CONCRETE SLABS COMPLETE WITH 1500 x 1500mm OPENING IN

AND TO BE FINISHED WITH MIN 25mm THICK SCREED WITH MIN FALL TO 80mmØ FULBORE

SPECIFICATIONS.TYPE WATERPROOFING MEMBRANE AS SUPPLIED BY SPECIALISTS, TO MANUFACTURERSRW. OUTLET TO BE BUILT INTO WALL. SCREED TO BE WATERPROOFED WITH APPROVED


0 2 1 6T E L : + 2 7 ( 0 ) 83 824 9970



OWNER: .................. DESIGNER: ..................


DRAWN :

DRAWING TITLE :

PROJECT :

SCALE :

CLIENT :


PROJ NO. :

A1


1 : 50

1



SECTION A - A

Author

07/29/16 210

A0075

SCALE 1 : 50SECTION A ‐ A












No. Description Date1 ISSUED FOR ESTATE APPROVAL 2016/08/30







WP GARAGE1193955

WP GARAGE1193955







WROUGHT IRONBALUSTRADE TO DETAIL

AND SPECIFICATION.

FLOOR CONSTRUCTION:FINISHES ACCORDING TO SPECIFICATION ON MIN. 25mm THICK CEMENT SCREED ON MIN.170mm THICK REINFORCED CONCRETE SLAB ACCORDING TO STRUCTURAL ENGINEER ON250micron WATERPROOFING MEMBRANE ON WELL COMPACTED HARDCORE FILLING IN

LAYERS OF MAX. 150mm THICK.

RETAINING WALL TO ENGINEERS SPECIFICATION COMPLETEWITH VERTICAL DAMPROOFING AND PERFORATED DRAINAGE

PIPE WHERE REQUIRED WITH OUTLET ABOVE NGL.

CONC. LINTOLS

CLAY BENT ROOF TILE CORBEL ACCORDING TO DETAIL

BALCONY


REINFORCED CONCRETE SLAB ACCORDING TOSTRUCTURAL ENGINEER

ROOF PITCH 20°

NOTE:Foundation walls to have brick‐force at everycourse.Walls to have brick‐force every fourth

layer.

NOTE:FLOOR LEVEL TO BE MIN

170mmABOVE GROUND LEVEL

NOTE:Allow construction joints between allconcrete, brick & steel as per engineers

specifications

'INDUSTRIE COTTO POSSANGO' CLAY BENT ROOF TILESCOMPLETE WITH MATCHING RIDGE, RIDGE AND VERGE

TILES ON SISALATION ON 38x38mm TIMBER BATTENS ON114x38mm SA PINE GRADE 8 TIMBER TRUSSES AT MIN600mm cc. ON 38x38mm SA PINE BRANDERS AT MIN

600mm cc ON 12.5mm RHINOBOARD CEILING SKIMMEDAND PRIMED 1 COAT AND 2 COATS WHITE CEILING PAINT.

DPC.

SLIP JOINT

11 Risers @ 170mm11 Treaders @ 300mmMin headroom 2 100mmCONCRETE STAIRCASE AS PERSTRUCTURAL ENGINEERS DESIGNAND SPECIFICATIONS


CONCRETE ROOF SLAB WITH SCREED LAID TO MIN FALLS OF1:80 WITH TORCH ON MEMBRANE APPLIED AS PER

SPECIALIST MANUFACTURERS RECOMENDATIONS. WATER TOFALL TOWARDS FULLBORE OUTLETS AND TOWARDS DUCTS

SO AS TO DISCHARGE AT LOWER LEVEL.

NATURAL GROUND LE

VEL

DPC.

CONC. LINTOLS



SLIP JOINTSLIP JOINT SLIP JOINT

STONE CLAD WALL AS PER ESTATES GUIDELINES AND TOWRAP AROUND ENTIRE ELEMENT AND BUTT UP AGAINSIST

EXTERNAL WALL



RETA

INING WALL T

O EN

GINE

ERS S

PECIF

ICATIO

NCO

MPLETE W

ITH VER

TICAL

DAM

PROO

FING AN

DPE

RFOR

ATED

DRA

INAG

E PIPE

WHE

RE RE

QUIRED

WITH

OUTLET

ABO

VE NGL

.

RETAINING WALL TO ENGINEERS SPECIFICATIONCOMPLETE WITH VERTICAL DAMPROOFING AND

PERFORATED DRAINAGE PIPE WHERE REQUIRED WITHOUTLET ABOVE NGL.

DOUBLE GARAGESCREED

STAFF WCTILES

STAFF QUARTERSTILES

BEDROOM 4CARPET

BATHROOMTILES

BEDROOM 3CARPET


KITCHENTILES

SCULLERYTILES

2635

2550

255

2805

VOID BETWEEN LEVELS TO FORMSTORE ROOM WITH 1500mm

ACCESS DOOR AS INDICATED ONPLAN.

1615

3145

DPC.

SLIP JOINTSLIP JOINT

1870

4675

1870

2635

WINDOWS:

COLUMN CONSTRUCTION:

BOUNDARY AND SCREEN WALLS:

STAIR CONSTRUCTION:

EXTERNAL WINDOW CILLS:

INTERNAL WINDOW CILLS:

BALUSTRADE CONSTRUCTION:

CEILING CONSTRUCTION:

CORBELLED DETAIL AT EAVES AND GABLES:

DOORS:

INTERNAL WALLS:

EXTERNAL WALLS:

REINFORCED CONCRETE FLOOR CONSTRUCTION:

BALCONY CONSTRUCTION:ROOF CONSTRUCTION FOR CONCRETE ROOF TILES:

ROOF ANCHORS: (SABS 0400-1990 KK13)

ROOF FINISH:

REINFORCED CONCRETE SLAB OVER STAIR WELL:

CONCRETE, CLAY OR SLATE TILES TO BE BUILT INTO WALLS FOR AT LEAST

SPECIFICATIONS WITH FLOOR FINISHES AS INDICATED ON PLAN ON MIN. 25mmDOWNSTAND BEAMS WHERE SHOWN, ACCORDING TO STRUCTURAL ENGINEERS340, 255mm AND 170mm THICK REINFORCED CONCRETE SLABS COMPLETE WITH

ROOF ANCHORS TO BE BENT OVER TRUSSES AND TO BE SECURELY NAILED TO300mm AND FOR GALVANISED SHEETMETAL ROOF CLADDING AT LEAST 600mm

EXTERNAL AND INTERNAL DOORS AS PER DOOR SCHEDULE AND ARCHITECTS SPECIFICATION.

ON SECTIONS, ELEVATIONS AND DETAILS, FINISHED AS PER ARCHITECTS SPECIFICATIONS.CLAY BENT ROOF TILES CORBELLED TO DETAIL AT EAVES AND GABLES AS INDICATED

NATURAL STONE FINISH OR PLASTER AND PAINT FINISH WHERE INDICATED.

AT MAX. 400mm C/C FIXED TO SA. PINE BEAMS, PROVIDE 75mm THICK INSULATIONOF 9,5mm THICK GYPSUM CEILING BOARDS FIXED TO 38 x 38mm SA. PINE BATTENS

MATERIAL ON CEILINGS. FINISH CEILINGS OFF WITH DECORATIVE FIBROUS PLASTER

AND PAINT AS PER FINISHING SCHEDULE. ALL OTHER CEILINGS TO BE CONSTRUCTEDALL SOFFITS AND EXPOSED CONCRETE SURFACES TO BE FINISHED WITH PLASTER

TO MANUFACTURERS SPECIFICATIONS. SCREED TO BE FINISHED WITH FLOOR TILESAPPROVED TYPE WATERPROOFING MEMBRANE AS SUPPLIED BY SPECIALISTS, TOTO ALL EDGES OF WALKWAYS AND BALCONYS. SCREED TO BE WATERPROOFED WITH

FALL AWAY FROM BUILDINGS - PROVIDE "FULBORE" RW. OUTLETS COMPLETE WITHENGINEERS SPECIFICATIONS WITH MIN. 25mm THICK CEMENT SCREED LAID WITH MIN.255mm AND 170mm THICK REINFORCED CONCRETE SLABS ACCORDING TO STRUCTURAL

RW. DOWNPIPES TO BE BUILT INTO COLUMNS AND WALLS WITH SPOUTS MIN. 170mmABOVE FINISHED GROUND LEVEL. PROVIDE 255mm HIGH BRICK AND STONE UPSTAND's

TILED INTERNAL WINDOW SILL TO MATCH FLOORS OR AS PER ARCHITECTS SPECIFICATIONS.

WALLS TO BE MAX. 350mm THICK AND 1800mm HIGH ACCORDING TO ARCHITECTS SPEC.BOUNDARY AND SCREEN WALLS TO BE BUILT FROM NATURAL STONE TO MATCH HOUSE.

WHERE COLUMNS NEED TO BE LOADBEARING CONSTRUCTION SHOULD COMPLY WITHCOLUMNS TO BE OF NATURAL STONE AS INDICATED EXCEPT WHERE OTHERWISE SPECIFIED.

BALUSTRADE WALLS AS SHOWN ON PLAN. ALL ACCORDING TO ARCHITECTS SPECIFICATION.AND SPECIFICATIONS. ALL OTHER BALUSTRADES TO BE 350mm THICK NATURAL STONEAND APPROVAL. MANUFACTURE AND FIXING TO BE BY SPECIALISTS ACCORDING TO DETAILS

REINFORCED CONCRETE STAIRCASE ACCORDING TO STRUCTURAL ENGINEER

CLAY TERRACOTTA WINDOW SILL TILE WITH BULLNOSE EDGE - ACCORDING TO

WROUGHT IRON BALUSTRADES ACCORDING TO DETAILS AND ARCHITECTS SPECIFICATION

MERANTI VERTICAL SLIDING SASH WINDOWS, STANDARD WINDOWS AND OR PURPOSE

STRUCTURAL ENGINEERS SPECIFICATIONS AND DETAILS.


WITH MIN. 25mm CEMENT SCREED, FINISHED AS PER SPECIFICATION


MADE AS PER WINDOW SCHEDULE AND ARCHITECTS SPECIFICATIONS.

STAIR RISERS TO BE:STAIR TREADS TO BE:OR TO MATCH FLOOR FINISH.

ARCHITECTS SPECIFICATION.

ALL ACCORDING ARCHITECTS SPECIFICATION.

FIBROUS PLASTER CORNICE MOULDINGS AS PER SPECIFICATION.ALLOW FOR 600 x 600mm STANDARD CEILING TRAPDOORS.

PLASTER AND PAINT FINISH AS PER ARCHITECTS SPECIFICATION.

SA. PINE ROOF TRUSSES ACCORDING TO ARCHITECTS SPEC.

AS PER ARCHITECTS SPECIFCIATION.

THICK CEMENT SCREED.

76 x 50mm SA. PINE BATTENNS AT MAX. 1200mm C/C ONCLAY BENT ROOF TILES GLUED TO VINEYARD UNDERLAY SHEETING ON

'INDUSTRIE COPPO POSSANGO' CLAY BENT ROOF TILES COMPLETE


ON 114 x 38mm SA. PINE WALLPLATE TO BE BEDDED IN MORTAR.SA. PINE ROOF TRUSSES AT MAX. 1000mm C/C ON

PROVIDE GALV. SHEETMETAL FLASHINGS OR OTHER TYPE FLASHINGS AT ALL

PROVIDE TWO STRANDS OF 4mm THICK GALV. STEELWIRE ROOF ANCHORS FOR


TRUSSES TO BE MADE UP OF:152x38mm SA. PINE (GRADE 6).114x38mm SA. PINE (GRADE 4).114x38mm SA. PINE (GRADE 4).

ROOF AND WALL JUNCTIONS ACCORDING TO ARCHITECTS SPECIFICATION.

RAFTERS:TIEBEAMS:

WEBS:

ROOF PITCH 20°

WITH MATCHING RIDGE, MONO PITCH RIDGE AND VERGE TILES.

REINFORCED CONCRETE ROOF SLAB ACCORDING TO STRUCTURAL ENGINEERS SPECIFICATIONSSLAB FOR PYRAMID TYPE SKYLIGHT ACCORDING TO ARCHITECTS SPECIFICATION.170mm THICK REINFORCED CONCRETE SLABS COMPLETE WITH 1500 x 1500mm OPENING IN

AND TO BE FINISHED WITH MIN 25mm THICK SCREED WITH MIN FALL TO 80mmØ FULBORE

SPECIFICATIONS.TYPE WATERPROOFING MEMBRANE AS SUPPLIED BY SPECIALISTS, TO MANUFACTURERSRW. OUTLET TO BE BUILT INTO WALL. SCREED TO BE WATERPROOFED WITH APPROVED E R R O L B A K K E R

A R C H I T E C T U R A L S E R V I C E S6 2 C A N N O N C R E S C E N T I F A F I

0 2 1 6T E L : + 2 7 ( 0 ) 83 824 9970



OWNER: .................. DESIGNER: ..................


DRAWN :

DRAWING TITLE :

PROJECT :

SCALE :

CLIENT :


PROJ NO. :

A1


1 : 50

1



SECTION B - B

Author

06/29/17 211

A0075

SCALE 1 : 50SECTION B‐B

No. Description Date1 SECTION B-B ADDED AND NOTES

ADDED TO FLOR PLAN FOR CLARITY2017/06/29

proposed newdwelling erf port provence

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