Ground Floor Plan on Site - Casper Willemse …Floor slab to be reinforced with BRC. 245 weldmesh where depth of fill exceeds 1000mm. Filling materials under floor slab to consist

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EXISTING DRIVEWAY

Boundary wall detailScale 1:50

100 x 200mm Steel I-Beamcolumns with Timber Cladding.

50 X 50 Galv. square tubingframe with Galv. steel mesh insert.

PLAN

ELEVATION

100 x 200mm Steel I-Beamcolumns with Timber Cladding.

50 X 50 Galv. square tubingframe with Galv. steel mesh insert.

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Ground Floor Plan on SiteScale 1:200

Scale 1:200

Locality site plan

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New Kitchen Island

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DRAWING NUMBER: REVISION:

SCALE: DATE:

CHECKED:DRAWN:

CLIENT APPROVAL:

DRAWINGS:

ERF NUMBER: STREET:

PROJECT TITLE:

CLIENT:

1:100

CHWMN

LOCALITY SITE PLANGROUND FLOOR PLANBOUNDARY WALLDETAIL

CUSTOM STAIRS:steel beam with timber treads byspecialist and to clients approval

I-Beam in 200 X 400 x 400 deepconcrete footing

I-Beam in 200 X 400 x 400 deepconcrete footing

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Ground Floor Plan on Site - Section BScale 1:100

Ground Floor Plan on Site - Section AScale 1:100

Scale 1:100

East Elevation

West ElevationScale 1:100

Scale 1:100

North Elevation

Scale 1:100

South Elevation

EXISTING

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WALL DAMP-PROOFING:Gunplas 375 micron Polyethylene Stepped horizontal DPC below all cills and above all slabs, openings and other bridges to cavity walls and vertical DPC to sides of all openings. Weepholes @ 600mm intervals.375 micron damp course under walls at min. 150mm aboveadjacent ground level, stepped over cavaty.Lower lip of 375 micron damp proof course under cavity wall must be min. 150mm above finished ground level and cavity beneath DPC must be concrete filled. 375micron Polyethylene continuous DPM below all surface beds.Where applicable: 4mm Derbigum SP400 (or similar approved)applied waterproofing membrane and accessories by approved applicator to manufacturer's specifications to all RC roof slabs, balcony slabs & terraces.Uniflash 600 with Geoflex system (or similar) counter flashing to all slab edges, upstands, copings & parapets.

WALLS:All bricks to comply with SABS 227. All external walls to be 230mm cavity walls with clay bricks. All internal walls to be 190mm & 90mm clay bricks.Walls to comply with SANS 10400-K:2010.

FLOORS:Under-floor membrane to be Gunplas 250 micron on 50mm sand blinding layer, to be laid on surface not containing sharp objects and to be turned up around perimeter of and at least for full thickness of slab. Any joints will overlap 300mm and will be effectively sealed.30mm cement:sand screed on 80/100mm 1:2:4 concrete slab on consolidated fill. Floor slab to be reinforced with BRC. 245 weldmesh where depth of fill exceeds 1000mm. Filling materials under floor slab to consist of suitable material and to be added in maximum 150mm thick well compacted layers.

FOUNDATIONS:20Mpa Mass Concrete to sizes as shown on drawings.Cement and aggregate to SABS Specification. Continuousstrip foundation to be min. 300mm thick, min. 600mmbelow existing Ground Level All to Eng. Spec. withmin. 750mm wide to loadbearing or free-standing wallsor min 400mm wide for non-loadbearing internal masonrywalls (SANS 10400-H).Foundations to boundary walls not to exceed boundary.

BRICK TIES:Galvanized butterfly type every 4th course staggered at 1m c.c's.

FILLING MATERIAL:Filling materials under floor slabs to consist of suitablematerial and to be compacted in layers of maximum 150mmthick, to a density of at least 90% MOD AASHTO.(SANS 10400-J:2010 4.4.5-7)

HEIGHT:Height of finished floor level to be minimum 170mm above ground level. All heights to be checked on site.

MUNICIPAL SPECIFICATION

REQUIREMENTS TO COMPLY WITH SANS 10400-XA "DEEMED TO SATISFY"

If under floor heating is installed the floor slab must be insulated with insulation with a minimum R-value of 1.00

Fenestration(Windows/Glass doors/Skylights)Buildings with up to 15% fenestration area per storeyBuildings with fenestration area per storey exceeding 15% shall comply with the requirements for fenestration in SANS 204 Air leakage should comply with SANS 613

Masonry walls (Brick/Concrete) must achieve a minimum R-value of 0.35Double skin brick with no cavity, plastered internally and either plastered externally or finished with face bricksSingle brick/block with a minimum thickness of 140mm plastered internally and externally

Hot water supply requirements (SANS 10400-XA)Geysers to be wrapped in insulation blanket with R-Value to satisfy part XA of SANS 10400.

A minimum of 50% of the annual average heating requirement for hot water must be provided by means other than electric resistance heating (Geyser) or fossil fuels.Check with manufacturer, subject to SANS 1307, SANS10106,SANS 6211-1, SANS 6211-2, SANS 10254 & SANS 10252-1.

Where applicable, Solar Heating & Heat pumps BY SPECIALIST.

All exposed hot water pipes < 80mm diameter must beinsulated with a material that has a minimum R-value of 1.00

DRAINAGE:Fall to all 110mm dia. PVC drainage pipes to be min. 1:60 unless otherwise indicated (SANS 10400-P:2010).Rodding eyes to join drain in direction of flow at max. angle of 45° to be continued up to ground level & adequately supported, marked and protected (SANS 10400 -P:2010) All new drainage to connect toexisting sewer layout.

NATURAL LIGHTING & VENTILATION:Provide between 10% and 15% of floor area or 2.0m² areaof opening for natural lighting to all habitable roomsinclusive of frames & glazing bars (SANS 10400-O:2011).Provide total openable area minimum 5% of floor area of2m² whichever is greater to each habitable room (SANS 10400-O:2011).Buildings with up to 15% fenestration area to net floorarea per storey to comply with the minimum energyperformance requirements. Buildings exceeding 15% per storey shall comply with requirements for fenestration as per SANS 204 (REFER TO FENESTRATION CALCULATIONS).

GLAZING:6mm Safety glazing (to comply with SABS 1263) in allglazed panels > 1m² & when glazing is less than 500mmfrom floor level. Thickness of glazing subject to wind tobe in accordance with SABS 0137. Frosted glass towindows of bathrooms and toilets.

RAINWATER DISPOSAL:125mm alumnium seamless gutters to 75mm dia. downpipes to catchpits & 110mm dia. underground PVC piping according to stormwaterplan.

PAINT:All plastered surfaces finished with filler coat and two coats acrylic PVA. All external timber, to have paintedfinish. Internal doors painted. Ceilings and cornicesfinished with primer and two coats white Acrylic.All to match existing and to clients approval

CEILINGS:6.4mm Gypsum plasterboard on 38x38mm battens at 400mm c/c. Plasterboard ceilings to be cretestone skimmed. Entire ceiling smoothe skimmed and painted with selected gypsum cornice.All to match existing and to clients approval

FASCIA:230x12mm NUTEC fibre cement fascias and barge board fixed with brass screws to rafters ends & barge boards.

ROOF INSULATION:The roof assembly shall comply with SANS 10400-XA:2011(4.4.5).135mm thick, 1200mm wide THINK PINK Aerolitethermal insulation fitted in-between trusses on ceilingbrandering.

ROOF:Concrete roof tiles and colour to match existing at30 degree pitch on SABS approved damp-proof underlaymembrane on 38x38mm battens at 320mm c/c on pre-fabricatedgangnailed rooftrusses as per manufacturers specs. at760mm c/c trusses to be provided with wind and diagonalbracing. All to match existing. Roof structure tied downto 114 x 38mm wall plate with 30 x 1.2mm galvinised mildsteel hoopiron embedded 600mm into brickwork.All timber built into walls to be wrapped in dpc.

SKIRTING:Painted timber skirting to match existing PRECAST LINTOLS:

STRESSO lintols over all openings exceeding 1.5m with damp proof membrane stepped over. Openings more than 4.8m to engineer's design.

WINDOW CILLS:Plastered window cills internally except in bathrooms where it must be tiled. Window cills externally are plasteredbrick on edge with DPC under and painted to match existing

EXTERNAL DOORS & FRAMES:Att timber doors to be Meranti from Cape Cultur orWinster ranges of Swartland or equal approved.Frames fixed to walls with galvanised hoop ironbuilt into wall at 600mm c.c. in 3:1 cement mix.

INTERNAL DOORS & FRAMES:Meranti frames for all internal doors as supplied by Swartland or similar. Internal doors to be timber to client specification.

WINDOWS:All windows and sliding/folding-stacking doors to bewhite aluminium from ALUTECH or equally approved tomatch existing and to clients approval

PLASTER:Smooth cement plaster wood trowelled finish internally and externally consisting of 5:1 sand:lime and 10% cement. All visible brickwork walls and cills are to beplastered to match existing texture.

STAIRS:Rise of steps to be max 170mm and depth of treads to be minimum 250mm.







Plaster and Paint

Plaster and Paint

Plaster and Paint

Plaster and Paint

Plaster and Paint

DOUBLE GARAGE

NEW LIVING ROOM

PERGOLA

CUSTOM STAIRS:steel beam with timber treads byspecialist and to clients approval

ELEVATIONSSECTIONS A AND BFENESTRATIONMUNICIPAL SPEC

MN CHW

1:100

CLIENT:

PROJECT TITLE:

STREET:ERF NUMBER:

DRAWINGS:

CLIENT APPROVAL:

DRAWN: CHECKED:

DATE:SCALE:

REVISION:DRAWING NUMBER:

CHIMNEYSChimney to be adequately waterproofed anddone by specialis. min allowed distanceto be 1000mm above roof line (SANS 10400-V:2010)

CHIMNEYSChimney to be adequately waterproofed anddone by specialis. min allowed distanceto be 1000mm above roof line (SANS 10400-V:2010)

ENTRANCE ROOF:IBR roof on 100 X 200 I-Beam structureto Eng. specification with draining andwaterproofing by specialist. Sheeting laidin single lenths at the min approved slope.Ceiling to underside with shadowline cornice,smoothe skimmed and painted

GATE:Galv. square tubing frame with galv. square baruprights done by spesialist and to clients approval

300 X 800Foundation

300 X 800Foundation

300 X 800Foundation

300 X 800Foundation

Filling materials under floor slabs toconsist of suitable material. See spec.

Good quantity soil suitable forgardening with French-drain systemto disburse into external garden

NGL

ceiling

Lintol

braai

Plaster and Paint

ceiling

2440 x 2100 x 40mm Aluminium roll-upoverhead garage door

CONCRETE ROOFConcrete roof slabs and supports to Eng. detail and spec.All slabs to have a screed that slopes to fullbore outletsover downpips in cavities to eng. detail. All waterproofingto be done by specialists.

ROOF:Concrete roof tiles and colour to match existing at30 degree pitch on SABS approved damp-proof underlaymembrane on 38x38mm battens at 320mm c/c on pre-fabricatedgangnailed rooftrusses as per manufacturers specs. at760mm c/c trusses to be provided with wind and diagonalbracing. All to match existing. Roof structure tied downto 114 x 38mm wall plate with 30 x 1.2mm galvinised mildsteel hoopiron embedded 600mm into brickwork.All timber built into walls to be wrapped in dpc.

Documents

Ground Floor Plan on Site - Casper Willemse …Floor slab to be reinforced with BRC. 245 weldmesh where depth of fill exceeds 1000mm. Filling materials under floor slab to consist