Project - House Munro (Option 1)

ERF$464SG452

GENERAL:All works to SABS 0400 - 1990 and to the approval of the Local Authority. All workto be checked beforehand and report any discrepancies to the designer withoutany delay. Do not scale from this drawing.

ROOF COVERINGS:CONCRETE SLATE ROOF TILES ( ELITE OR SIMILAR )ON 38x38mmS.A. PINE BATTENS @ MAX 200mmC/C on mitek roof trusses @ manufactures centres’ spacing

EAVES:Overhang: 300mm.Fascias: As per suppliers Details and Spec.Fillers: as prescribed by roof material manufacturer.Soffits: as prescribed by roof material manufacturer.Gutters fixed to Facia (to manufacturer specification) .

RAIN WATER GOODS:125x85mm OGEE profile seamless aluminium gutters and 75x50mm downpipes tobe colour co-ordinated to match the colour of the gutter specification.Colour to client's specifications.

BLOCK WALLS:Work size: Maxi bricksStrength:According to SABS 0400 - 1990 part KK.4.Reinforcing: "Brickforce" every second brick course in all walls.“Brickforce" every course for four courses over openings."Brickforce" endlaps minimum 300mm.Finishes :10mm Plaster inside and Nature's Coat Brush Plaster (to manufacturers spec.)

FOUNDATIONS:Foundation sizes and strenth to be specified by Engineers.

2014/09/17

iconplans@gmail.com0827870775

Warren Labuschagne Wihan MoutonStephrie Geldenhuys0218726360PR ARCH 6847

NOTES:

DRAWING NO:

ILLUSTRATION

DATE:

AREA SCHEDULE

CLIENT SIGNATURE

MORTAR:All cement powder to be SABS approved Portland cement. Class 2 dagha to be used for construction.Mix: 50 kg cement, 200 litre sand maximum. Lime is optional for extra workability & improved waterproofing.Add a maximum of 40 litre lime to mixture.

WATERPROOFING:Dampproofcourse: 375 micron (dpc). Dampproofmembrane: 250 micron (dpm).

PAINTING:House Colour paints to be Plascon Y3-D2-3 Ivory Parchment with simmilar for all plasterbands and mouldingsas approved by Val de Vie. Aluminium Door and Windows to be Epoxy Coated White as per clients Spec. )

FLOORS:Floor finishes on 25mm screed on 100mm 20MPa concrete on dpm on 50mm sand blindinglayer on compactedhardcore(to 93% mod. AASHTO) in layers of 150mm maximum on reduced groundlevel well compacted.

GLAZING:All glazing to SABS 0137 (third edition) and SABS 0400-1990 part NN3 and part OO2. Glazing to be minimum10% of floor area of habitable rooms. Minimum 4mm thick glazing.

DOORS AND WINDOWS:See Door & Window schedule for sizes and specifications.

ELECTRICAL INSTALLATION:To be done by a competent registered electrician. See electrical layout for electrical installation.

FOULWATER DRAINAGE:Above ground: uPVC pipes to SABS 967. Coupling pieces: bendable ring seals.Joints: welded solvent joints. Below ground: uPVC pipes laid to SABS 1200 LD and SABS 0112.Maximum 1:5 and minimum 1:60 fall. In concrete:Pipes below structures/vehicular access in 400x400mm concrete.

SITE : To be Landscaped as per the Appointed Landscape Architect's plan.Works: As shown on Siteplan. Site to be left free of building rubble.

MUNICIPAL REQUIREMENTS AND THOSE OF OTHER AUTHORITIES MUST BE ADHERED TO. CONTRACTORS AND SUBCONTRACTORSARE TO CHECK ALL DIMENSIONS AND LEVELS ON THE BUILDING SITE BEFORE COMMENCING WORK.FIGURED DIMENSIONS TO BETAKEN IN PREFERENCE TO SCALED MEASUREMENTS AND LARGE SCALE DETAILS SUPERSEDE SMALL SCALE DRAWINGS. THEDESIGN ON THIS DRAWING IS THE PROPERTY OF THE ARCHITECTS AND COPYRIGHT THEREOF IS RESERVED BY THEM.

BUILDING IN OF DOOR FRAMES ,WINDOW FRAMES AND THE LIKE

1. TIMBER FRAMES SHALL BE SET IN POSITION , SECURELY BRACED AND STRUTTED PRIOR TO BEING BUILT INTO THE MASONRY AS THE WORK PROCEEDS. SUCH FRAMES SHALL BE PROVIDED WITH CRAMPS COMPRESSING 1,2x30mm GALVANIZED HOOP IRON STRAPS, 325mm LONG WITH ONE END TUREND UP AGAINST THE STILES OF THE FRAMES AND TWICE BRASS SCREWED TO THE FRAMES. CRAMPS SHALL BE PROVIDED APPROXIMATELY 300mm UP FROM THE BOTTOM AND APPROXIMATELY 300mm DOWN FROM THE HEAD OF FRAME SAND AT INTERMEDIATE CENTERS NOT EXCEEDING 900mm PROVIDED , HOWEVER, THAT NOT LESS THAN TWO CRAMPS ARE ATTACHED TO EACH STILE. CRAMPS SHALL EXTEND APPROXIMATELY 250mm INTO THE MASONRY AND BE BUILT IN AS THE WORK PROCEEDS.2. THE THRESHOLD BRACE AT THE BASE OF THR DOOR FRAMES SHOULD ONLY BE CUT ONCE THE DOORFRAME HAS BEEN FULLY INSTALLED TO PREVENT WHEELBARROW AND PEDESTRIAN TRAFFIC DAMMAGING THE DOOR FRAME.3. WINDOW FRAMES COMPLETE WITH LUGS SHALL BE SET UP IN POSITION, SECURELY BRACED PRIOR TO BE BUILT IN AS THE WORK PROCEEDS. ALL SPACES BETWEEN THE MASONRY AND FRAMES SHALL BE FITTED UP WITH A SUITABLE SEALER IN ACCORDANCE WITH THE SEALENT MANUFACTURER'S INSTRUCTIONS.4. LUGS,CRAMPS AND LIKE SHALL BE EMBEDDED AND BUILT INTO MASONARY AS THE WORK PROCEEDS.

WALL TIES

1. THE LEAVES IN COLLAR JOINED AND CAVITYWALLS SHALL BE CONNECTED TO EACH OTHER BY MEANS OF WIRE TIES.2. CRIMP WIRE TIES SHALL BE PROVIDED IN COLLAR JOINED WALLS AT VERTICAL AND HORIZONTAL CENTRES NOTEXCEEDING 450mm.3. BUTTERFLY AND MODIFIED PWD TIES SHALL BE PROVIDED IN CAVITY WALLS AT VERTICAL CENTRES NOT EXCEEDING 600mm.4. ADDITIONAL TIES SHALL BE PROVIDED IN CAVITY WALLS AT VERTICAL CENTRES NOT EXCEEDING 300mm CENTRES WITHIN 150mm OF THE EDGES OF ALL OPENINGS AND MOVERMENT / CONTROL JOINTS WHERE A LEAF INTERSECTS WITH OTHER WALL5. TIES SHALL BE LAID IN THE MORTAR AS THE WORK PROCEEDS AND SHALL HAVE A LENGTH OF EMBENDED IN THE MORTAR OF NOT LESS THAN 50mm. TIES SHALL BE SET LEVEL OR WITH A SLIGHT SLOPE TO THE OUTSIDE LEAF OF THE MASONARY.6. 2.5 WALL TIES PER M2 AS PER PART K ( SANS 10400 ).

CAVITY WALL CONSTRUCTION

1. THE CAVITY WIDTH SHALL NOT EXCEED 110mm2. WEEP HOLES SHALL BE FORMED IN THE OUTER LEAF OF WALLING INTERVALLS NOT EXCEEDING 1000mm AND IMMEDIATLY ABOVE THE DAMPROOF COURSES BY LEAVING PERPEND JOINTS OPEN FOR HEIGHT OF APPROXIMATELY 50mm OR PROVIDED OPENINGS APPROXIMATELY 30mm WIDE IN THE SHELL BENDING OF HOLLOW UNITS.3. WHERE DUCTS , SLEEVES OR PIPES AND LAID ACROSS A CAVITY, THE CONSTRUCTION SHALL BE SUCH THAT THE TRANSMITION OF MOISTURE IS PREVENTED.4. THE CAVITY IN CAVITY WALL CONSTRUCTION SHALL BE KEPT FREE OF MORTAR AND DERBIS AS THE WORK PROCEEDS. TIES SHALL BE CLEANED OR MORTAR DROPPINGS. MORTAR DROPPING REACHING THE BASE OF THE CAVITY SHALL BE REMOVED DAILY THROUGH TEMPORARY OPENINGS. CARE SHALL BE TAKEN AS NOT TO DAMAGE THE DAMP-PROOF COURSE MEMBRANE WHILST CLEANING THE CAVITY.5. TIMBER BATTENS SPREAD ACROSS THE UPPERMOST LAYER OF WALL TIES, MAY BE USED TO PREVENT EXCESS MORTAR BING SPILT INTO CAVITIES.

STAIRCASE AND BALUSTRADING

1. BALUSTRADING AT STAIRCASE AND BALCONIES TO COMPLY FULLY WITH PART MM3 OF SABS 0400-1990. BALUSTRADES SHALL BE SECURELY FIXED AT A HIGHT OF NOT LESS THAN 1000mm AND NOT MORE THAN 1m MEASURED VERTICALLY FROM THE PITCH LINE TO THE UPPER SURFACE OF THE HANDRAIL.2. SUCH HANDRAIL SHALL BE OF SUCH A DESIGN AND BE SO FIXED THAT THERE SHALL BE NO OBSTRUCTIONS ON , ABOVE OR NEAR TO IT WHICH MAY OBSTRUCT ANY MOVEMENT OF ANY HAND MOVING ALONG IT.3. THE HEADROOM AT ANY POINT ON STAIRWAYSHALL NOT BE LESS THAN 2.1m MEASURING VERTICALLY FROM THE PITCH LINE , AND THE WIDTH OF THE STAIRWAY MEASURING OT ANY ENCLOSING WALL OR BALUSTRADE SHALL NOT BE LESS THAN 750mm4.RISER HIGHTS SHALL BE 170mm5.THREAD DEPTHS SHALL BE 300mm6. WHERE STAIRCASE HAS A WIDTH OF MORE THAN 1.1m THERE SHALL BE HANDRAILS ON BOTH SIDES7. RC STAIRCASE SHALL BE IN STRICTEST ACCORDANCE WITH ENGINEER'S DESIGN DRAWINGS AND STEEL SPECIFICATIONS.

GEN

ERA

L N

OTE

S:

Winelands Lifestyle Estate

VAL DE VIEGround floor Extension 1 34.85 m2 Ground floor Extension 2 13.70 m2 First floor Extension 1 50.30 m2

First floor Extension 2 14.50 m2 Pergola Extension Area 26.40 m2

XW

7

XW1 XW1NW

5XW1XW1 XW6

XW

2

XW

1aX

W1a

XW

1

XD2

ND8

XD2

XD

2

NW1

ND

7ND9

ND6N

W2

NW

3

NW

3

ND

7

XD2

ND

2

NW4

Wes

t Ele

vatio

n

230

1 49

71

045

1 78

290

02

100

900

316

230

1 72

71

045

1 78

290

02

100

900

546

9 00

0

400 447 230 1 554 1 200 1 554 230 535 420 2 700 420 535

400 447 1 024 1 045 884127 90

390 600 998847 1 024 1 045 1 106 1 984847 3 081 2 078847 5 159

6 005

7592

598

3 50

61

614

636

3 165 90 1 054 230 3 511 90

230

928

925

901

723

904

554

1 522 1 724 1 522

762

400

3 42

940

01

637

800

1 93

440

0

1 00

890

2 83

190

4 33

4

3 20

0

+3 450+3 450

+3 450+3 450

+3 450

+3 450

AAB

B

DD

Opening to be brickedup and made goodWindow to beremoved

Door to be removed

New Switch forBedroom 2 & En-Suite 2

New Switch forBedroom 3 & En-Suite 3

Up

2345678

9

11 12 13 14 15 16 17 18

10

Shower

Shower

Desk

Shower

BIC

BIC

ExtendedArea

BEAM ABOVE

Take note - PlumberAll fixtures to be Anti-syphoned or be providedwith deep seal traps where applicable.No sanitary pipes are to be suitably concealed withinwalls or ducts and may not be exposed to theexterior.

Main BedroomCarpet

BIC

Arched Beam Above

ExtendedArea

TV

TV

3

3

3

I

Dressing RoomCarpet

A1

A2

A2

Eas

t Ele

vatio

n

1 909 1 410 90 900 180 5 120 230 5 555

Bedroom 3Carpet

En-Suite 2Tiles

30º 30º

30º

30º

Pyjama LoungeWood

Dresser

MainEn-Suite

Tiles

Bedroom 2Carpet

Rooftrusses to be anchored as per part KK13.1 - KK13.4 of SABS 0400 in all aspects -G.H.I straps or wire shall be built intobrickwork at depths prescribed by roof trusssupplier.

Coverings: Natural Slate roof tiles on38x38mmS.A. Pine Battens@MAX 200mm C/C (tomanufacturer's Spec) on sisilations insulation.

1º S

lope

1º S

lope

A1

Study NookWood

30º

30º30º

30º

Wes

t Ele

vatio

n

AAB

B

DD

DPDP

DP

DP

DP

DP

DP

DP

Rainwater Goods125x85mm OGEE profile seamlessaluminium gutters and 75x50mmdownpipes to be colour co-ordinatedto match the colour of the gutterspecification.Colour toclient's specifications.

30º

30º

30º

30º

30º

30º

30º

30º

Eas

t Ele

vatio

n

Min 30 mm Screed with fall (min1:80) to 100 mmfullbore outlet with approved waterproofingmembrane applied by specialist on RC roofslab toengineers detail with a 50 mm masonry up stand.

Rooftrusses to be anchored as per part KK13.1 - KK13.4 of SABS 0400 in all aspects -G.H.I straps or wire shall be built intobrickwork at depths prescribed by roof trusssupplier.

Coverings: Natural Slate roof tiles on38x38mmS.A. Pine Battens@MAX 200mm C/C (tomanufacturer's Spec) on sisilations insulation.

30º 30º

30º

30º

30º

30º 30º

30º

30º

30º

1º Slop

e

30º

30º30º

30º

2. Firstfloor 1:50 3. Roof 1:50

First Floor &Roof LayoutScale 1:50

RIDERPLAN