firstfloor plan groundfloor plan 2 1 1: 0 · pdf filebat hrm pas sage 2 2 0 2 7 9 0 1 1 0 0 1...

UP

DN

PERGOLA

KITCHEN

LOUNGEDINING ROOM

ENTRANCE

220 3410 200 3790 220 3700 220

220 2170 110 1110 8150

3610

220

6920

220

2660

800

220

2990

220

1220

1910

800

220

900

110

3200

220

1910

2660

220

3800

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5560

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5780

4240

1002

0

220 2170 220 1000 220 3790 220 3920

3610 4010 4140

11760

8150

3000

CARPORT

BEDROOM

BEDROOM MASTERBEDROOM

BATHRM

BATHRM

PASSAGE

220

2790

110

900

110

3010

220

220

3800

220

3120

220

2790

110

2110

110

1800

220

800

220

3100

110

1000

220

1910

800

220

1850

110

2250

220

1910

220 3500 110 3500 110 4100 220

3610 220 7930

3610 8150

220 1000110 2390 110 2480 110 5340

3610 220 1780 110 1900 220 3920

3610 4230 3920

4240

3120

7360

11760

FLASHINGS AGAINST WALLS FLASHINGS AGAINST WALLS

300mm PARAPET WALL 300mm PARAPET WALLTILES

PLASTER AND PAINT

PERGOLA

PLASTER AND PAINT

FLASHINGS AGAINST WALLS

FLASHINGS AGAINST WALLS

300mm PARAPET WALL

300mm PARAPET WALL 300mm PARAPET WALL

220mm GABLE

220mm GABLE

300mm PARAPET WALL 300mm PARAPET WALL

FLASHINGS AGAINST WALLS FLASHINGS AGAINST WALLS

TILES

PLASTER AND PAINTPLASTER AND PAINT

220mm GABLE

300mm PARAPET WALL

300mm PARAPET WALL

FLASHINGS AGAINST WALLS

PERGOLA

TILES

TILES

GENERAL NOTES:ALL CONSTRUCTION WORK TO BE DONE IN ACCORDANCE WITH THENATIONAL BUILDING REGULATION ACT, 1977 AND LOCALAUTHORITIES BY LAW.

CONTRACTOR TO VARIFY LEVELS, HEIGHTS AND DIMENTIONSON SITE AND TO CHECK SAME AGAINST DRAWINGS BEFOREPUTTING ANY WORK IN HAND.NOTE HAS TO BE TAKEN THAT IN CASE OF ANY DISCREPANCYBETWEEN CONTRACT AND DRAWING. THE CONTRACT WILL BETHE BINDING FACTOR.

THIS DRAWING IS NOTTO BE SCALED AND FIGURED DIMENTIONSTO BE USED. ASK ARCHITECT IF UNCERTAIN OF DIMENTIONS.CONTRACTOR IS RESPONSIBLE FOR SETTING OUT OF BUILDING.ALL STRUCTURAL WORK DESIGNED BY PROFFESIONALENGINEER. ALL ELECTRICAL AND PLUMBING WORK TO BECARRIED OUT BY REGISTERED ARTISANS.FINISHING TO BE OWNERS SATISFACTION.ALL WORK TO COMPLY WITH SABS STANDARD SPECIFICATIONS.ALL OPENINGS EXEEDING 2.4m SPAN TO BE SPANNEDBY PRECAST LINTOLS.

THE ARCHITECT WILL NOT BE RESPONSIBLE FOR ANY WORK DONEBEFOREPLANS HAVE BEEN APPROVED BY LOCAL AUTHORITY.

FOUNDATIONS:ALL FOUNDATIONS TO BE CAST IN VIRGIN GROUND.15Mpa CONCRETE TO BE USED. SIZE AS SHOWN.

FLOORS:25mm SCREED ON 75mm CONCRETE SURFACE BED ON WELLRAMMED HARD CORE FILLING IN LAYERS OF 150mm.FINISHED FLOOR LEVEL TO BE AT LEAST 150mm ABOVE NGL.

BELOW ALL CONCRETE SURFACE BEDS LAY 250 micronGUNDLE GUNPLAS USB GREEN WATERPROOFING MEMBRANEON 50mm CLEAN SAND ON WELL COMPACTED FILLING.

BRICKWORK:ALL EXTERNAL WALLS TO BE 220mm THICK BRICK WALLS.FOR THE MEASUREMENT OF INTERNAL WALLS REFER TO GROUNDFLOOR LAYOUT. ALL BRICKWORK BELOW FLOOR LEVEL TO BEREINFORCED WITH BRICKFORCE EVERY SECOND LAYER. ALLEXTERNAL BRICKWORK ABOVE WINDOW HEIGHT TO BE REINFORCEDWITH BRICKFORCE EVEY THIRD LAYER.

WINDOWS:WINDOWS TO HABITABLE ROOMS TO PROVIDE 10% FLOOR AREANATURAL LIGHT WITH 50% OPENINGS. BRICKFORCE AT BOTHLEVELS OF WINDOW.

GLAZING:0 - 0.75sqm = 3mm GLASS0.75 - 1.5sqm = 4mm GLASSOVER 1.5sqm = 6mm GLASSALL SLIDING DOORS TO BE FITTED WITH 6mm SHATTERPROOFGLASS WITH RECOGNITION MARKERS.ALL FIRST FLOOR WINDOWS AND STAIRWELLS TO BE FITTED WITH6mm SAFETY GLAZING AND BURGLAR BARS.

CEILING:CEILING RHINOBOARD FIXED TO 38x38mm SA PINE TIMBERBRANDERING AT 300mm CENTERS AT MAX.450mm CENTERS WITH RHINO CORNICE.NO CEILING IN GARAGE UNLESS OTHERWISE SPECIFIED.

ROOF NOTES: TRUSSESCONCRETE ROOF TILES ON 38x38mm SA PINE BATTERNS AT320mm CTS MAX. ON ROOF TRUSSES AT 760mm CTS MAX.ON 38x76 SA PINE WALLPLATES PROPERLY SECUREDWITH ROOF WIRES 2x4mm 300mm INTO BRICKWORK.ROOF PITCH TO BE AS SHOWN WITH PLASTIC UNDERLAY IFFALL IS LESS THAN 26 deg.38x152 SA PINE WG 6 TIEBEAMS.TRUSS CONSTRUCTION:ALL RIB SECTION TO BE 114x38mm SA PINE V6 GRADEALL JOINTS TO BE SECURED BY 1 @ 10mm BOLT & NUT AND75mm NAILS.

DRAINAGE:ALL WASTE FITTINGS FITTED RESEAL TAPS.NO BENDS OR JUNCTIONS PERMITTED UNDER BUILDINGS.MINIMUM FALL OF SOIL DRAINS TO BE 1:40 UNLESSOTHERWISE SHOWN ON DRAWINGS.ALL WASTE WATER PIPES TO BE MINIMUM 50mm DIAMETER.WHERE DRAINAGE PIPES CLOSER THEN 900mm FROMBUILDINGS, PIPES HAVE TO BE AT SAME LEVEL ASFOUNDATIONS.

GEYSER:GEYSER TO BE ACCORDING TO SABS 0254

SWIMMING POOL:POOL SAFTY ACC TO SABS 1390 WITH SELF CLOSINGSELF LOCKING GATES.

THE CONTRACTOR/CLEINT MAY NOT CLAIMAGAINST THE ARCHITECT AS A RESULT OPDISCREPENCIES OR ERRORS NOT REPPORTEDTO THE ARCHITECT BEFORE CONSTRUCTION

AREA SPECIFICATION:

EXISTING DWELLING:

ADDITIONS:

ERF SIZE:

COVERAGE:

PROJECT:

CLIENT:

SITE:

DRAWING:

SCALE DRAWN: DATE: CHECKED

PROJECT NO

DRAWING NO:

AS SHOWN

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J. PIETERSE T/A

KOBUS PIETERSECEL: 0828258446Professional SeniorArchitectural TechnologistH.Dip Construction supervisor

JOHAN PIETERSECEL: 0721297376N.Dip Ingenieursawese:Siviel

P.O. BOX 48420HERCULES 0030TEL/FAX: (012) 5494428

ST 0718 T 1285

VLGS NBR GED "N"

NEW DWELLING

FLOORPLAN, ELEVATIONS, SECTIONS,SITE PLAN

JOHAN 2011/04/13

001

1 : 100

GROUNDFLOOR PLAN1 1 : 100

FIRSTFLOOR PLAN2

1 : 100

NORTH ELEVATION3 1 : 100

EAST ELEVATION4

1 : 100

SOUTH ELEVATION5 1 : 100

WEST ELEVATION6

Area Schedule (Gross Building)Area Name

65 m² GROUNDFLOOR19 m² GARAGE65 m² FIRSTFLOOR148 m²