E-03 West Elevation 1:100 E-04 East Elevation 1:100 ... · appointed Engineer's design. Concrete to...
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GENERAL NOTES All building work to be in accordance with National Building Regulations SANS 10400, SANS 204 as well as by-laws and requirements of Local Authority. All levels, heights and dimensions to be verified on site. Errors, discrepancies or omissions from these drawings must be reported to designer immediately. These drawings are not to be scaled and figured dimensions must be utilised. FOUNDATIONS All vegetable matter to be removed from within perimeter of building. Foundations taken down to depth in accordance with appointed Engineer's design. Concrete to be 10 MPa. Minimum depth 600mm. Size determined by Engineer. All soil compaction to Engineer's specification. Consolidated fill to be treated with ant poison. WALLS As per Part K of SANS 10400. Walls in accordance with Schedule 1 Table 2 and freestanding walls Schedule 1 Table 5 of NBR. Brickforce minimum every 6th course. No DPC to freestanding walls. Weepholes and expansion joints as necessary to freestanding walls. RC lintels over all openings. Painting and preparation to comply with manufacturer's specifications. DAMP PROOFING DPC to be a minimum of 150mm above ground level. DPM to be a minimum of 0.250mm thick. DPM to be on compacted fill. DPC to be provided to all window cills. STRUCTURE RC structure to be in accordance with appointed Structural Engineer's details. Monolithic components to be constructed in accordance with SABS 0100 or SABS 0145. CHIMNEYS & FIREPLACE Chimneys and fireplace in accordance with Part V of NBR. DRAINAGE All drainage works to be in accordance with Municipality drainage requirements. 100mm diameter UPVC sewer pipe drain with a minimum fall of 1:60. 100mm diameter OVP at head of drain. All drainage chased into walls to allow access to bends. Lintels to be built over drainage passing through walls and drainage to be encased in concrete sleeve where it passes under building. Foundations to be reinforced where passing over WP. IE's to be provided at maximum 24 metres centre to centre. Gullies to have a minimum of 150mm upstand all around. No bends or junctions under building. 1 metre concrete or brick apron around building where gutters are not provided. Provide rodding eyes at head of drain, to all changes of direction and at a maximum of 25m intervals. Provide inspection eyes at all junctions of drain. Inspection eyes to have marked covers at ground level. WP to bath, shower and sinks to be minimum 40mm diameter. WP to WHB and bidets to be minimum of 32mm diameter. All waste pipes to have 65mm reseal traps or vented traps to waste fittings 3m or longer. All showers to have brass traps. 450X450mm FC access panel to all drainage ducts. All soil fittings with vertical discharge greater than 1220mm to have anti syphon vent pipes. All piping from basins chased into brickwork to be inspected and approved by Council before covering up. ROOF Roof trusses manufactured in accordance with Part L Roofs of SANS 10400 or designed by Engineer in accordance with SANS 10160: Loading Code and SANS 10163: The Structural Use of Timber. Roof construction to conform to Part 1 Schedule 1 Table 1 of NBR with approved underlay. GS strap as anchorage to all roof trusses and wall plates. GS flashing as necessary. All waterproofing to manufacturer's specification. STAIRCASES & BALUSTRADES As per Part M of SANS 10400 and to comply to SABS requirements. Staircases to have treads minimum 250mm and risers maximum 200mm. Balustrades minimum 1000mm height and openings max 100mm. TIMBER All timber in accordance with SANS 0163. ALUMINIUM DOORS & WINDOWS In accordance with AAAMSA and SABS rules and requlations. GEYSER Geyser to SABS 0254 All exposed hot water piping to be insulated with min R- value of 1.0 GLAZING As per Part N of SANS 10400 and to comply to SABS requirements. 6.5mm PVC laminated safety glass to be used from 0 to +900mm affl. POOL SAFETY Pool Safety in accordance with SABS 1390 and Section 4 of NBR, including self closing and locking gate. TILING Aluminium trim to all tile edging. PAVING Paving apron of 1m wide to perimeter of building where gutters are not specified . HOUSEWORK 03.02 385 DU Elevations and Sections CELL: 082 457 2785 19 TUSCANY GROVE CAMPBELL ROAD, CRAIGAVON GAUTENG PO BOX 2324 FOURWAYS, SANDTON 2055 LESLIE & LINDA BOSMA ERF 8639 EASTFORD DOWNS, KNYSNA [email protected] +0.935 -0.255 +5.145 MS balustrade to comply to part M of NBR. Balustrade min 1000mm high. Stair to comply to part M of NBR. Max riser 200mm and min tread 250mm. Structural design by Engineer. See "STRUCTURE" under "GENERAL NOTES". Weatherproof wall mounted decorative external light fitting selected by client. Light must not be visible to neighbouring residents. MS balustrade to comply to part M of NBR. Balustrade min 1000mm affl. Existing retaining walls. All external walls 220mm brick (excl plaster) spec. Masonry walls achieve a min R-Value of 1.9. Walls to comply with part 'K' of SANS 10400. Bagged plaster and paint finish Plascon "Micatex" or approved equivalent. Colour to approval of HOA. Concrete pre-cast corbel as coping detail. Available from Old World Concrete (021 935 1390/ www.oldworld.co.za). New Terrace as shown. Concrete pre-cast corbel as coping detail. Available from Old World Concrete (021 935 1390/ www.oldworld.co.za). Ø85 PVC RWP to be built into structure to discharge rainwater from slab roof. Waterproofing is to be fully dressed into the drainage outlets to ensure a watertight seal. Clad indicated walls with quartz (stone) or sandstone tile Torch on bituminous waterproofing on all exposed parapet walls and sills by specialist. Side hung timber hardwood shutters manufactured by door & window supplier to doors and windows where shown. Painted Plascon 'Velvaglo' or equivalent. Colour to approval of HOA. 150mm wide plaster surround and cill to doors and windows as shown. Stucco or plaster rendering to emulate natural cement colour. Colour to approval of HOA. Plaster quoin detailing to building corners as shown. Truss (eaves detail) trimmed to follow decorative profile as shown. Timber external windows, doors and frames. See schedule. To comply with Part 'N' of SANS 10400. Ensure no gaps around frames and all opening sections to be properly weatherproofed. Coro / Briti Cordova Terracotta roof tiles. Fix on 38X38 timber battens @ centres to suit and according to tile manufacturer's spec. Sisalation underlay. New insulation to oblige thermal requirements of SANS 204:2011. Trusses and spacing to comply with part 'H' of SANS 10400 and as determined by Engineer. Pitch 17.5º. 40mm thk IsoBoard rigid insulation board 600mm width with IsoPine finish /edge bevelled finish fixed horizontally as ceiling underneath trusses. Roof assembly to achieve a min R-Value of 3.7 (Zone 4) as per SANS 204:2011. All to comply with part 'L' of SANS 10400. See Roof Detail. Existing roof (and existing building structure) to be retained and renovated as shown.. Verge and ridge tiles to match Coro / Briti Cordova Terracotta roof tiles. Flat panel solar collectors mounted on roof to connect to storage heater in bathroom ceiling below. Installation by certified plumber to follow manufacturer's spec. Concrete columns, caps and bases Old World Concrete 'Type 1210' (021 935 1390 / www.oldworld.co.za). Heights as dimensioned. Engineer to confirm structural design. Ø85 PVC RWDP +0.885 -0.085 MS balustrade to comply to part M of NBR. Balustrade min 1000mm high. Stair to comply to part M of NBR. Max riser 200mm and min tread 250mm. Structural design by Engineer. See "STRUCTURE" under "GENERAL NOTES". Weatherproof wall mounted decorative external light fitting selected by client. Light must not be visible to neighbouring residents. MS balustrade to comply to part M of NBR. Balustrade min 1000mm affl. Concrete moldings and 350mm cantilevered ledge with stucco or plaster rendering to emulate natural cement colour. Colour to approval of HOA. Concrete moldings and 350mm cantilevered bay window projection finished with stucco or plaster rendering to emulate natural cement colour. Colour to approval of HOA. Existing retaining walls. External 8l gas water heater unit enclosed in fabricated weatherproof and ventilated structure and fixed to wall. No electrical point required. All ducting and pipes to be built into structure. All exposed hot water piping to be insulated with min R-value of 1.0 All external walls 220mm brick (excl plaster) spec. Masonry walls achieve a min R-Value of 1.9. Walls to comply with part 'K' of SANS 10400. Bagged plaster and paint finish Plascon "Micatex" or approved equivalent. Colour to approval of HOA. Clad indicated walls with quartz (stone) or sandstone tile Torch on bituminous waterproofing on all exposed parapet walls and sills by specialist. This portion of garden wall as shown on plan to be rebuilt in position shown. 220mm brick to max 1800mm affl. Torch-on bituminous waterproofing to parapet. Plaster and paint to match house. Existing brick paving to driveway. Make good where required. Side hung timber hardwood shutters manufactured by door & window supplier to doors and windows where shown. Painted Plascon 'Velvaglo' or equivalent. Colour to approval of HOA. 150mm wide plaster surround and cill to doors and windows as shown. Stucco or plaster rendering to emulate natural cement colour. Colour to approval of HOA. Plaster quoin detailing to building corners as shown. Brick entrance portal as shown with stucco or plaster rendering to emulate natural cement colour. Colour to approval of HOA. Truss (eaves detail) trimmed to follow decorative profile as shown. Gas bottles to be housed in this cupboard with doors undercut to allow for adequate ventilation. Gas installation by certified installer to SABS requirements and to comply to all relevant sections of NBR. Timber external windows, doors and frames. See schedule. To comply with Part 'N' of SANS 10400. Ensure no gaps around frames and all opening sections to be properly weatherproofed. Coro / Briti Cordova Terracotta roof tiles. Fix on 38X38 timber battens @ centres to suit and according to tile manufacturer's spec. Sisalation underlay. New insulation to oblige thermal requirements of SANS 204:2011. Trusses and spacing to comply with part 'H' of SANS 10400 and as determined by Engineer. Pitch 17.5º. 40mm thk IsoBoard rigid insulation board 600mm width with IsoPine finish /edge bevelled finish fixed horizontally as ceiling underneath trusses. Roof assembly to achieve a min R-Value of 3.7 (Zone 4) as per SANS 204:2011. All to comply with part 'L' of SANS 10400. See Roof Detail. Existing roof (and existing building structure) to be retained and renovated as shown.. Verge and ridge tiles to match Coro / Briti Cordova Terracotta roof tiles. Soldier course brickwork as arched detail over garage doorway. Engineer to ensure suitable structural consideration given to span opening. Flat panel solar collectors mounted on roof to connect to storage heater in bathroom ceiling below. Installation by certified plumber to follow manufacturer's spec. Precast concrete 'CAROUSEL MOULDING' or similar approved as cornice profile. Available from Old World Concrete (021 935 1390/www.oldworld.co.za). Torch on bituminous waterp- roofing on all parapet walls by specialist. Waterproofing to follow part 'L' of NBR. Make good existing brick paving where required Meranti automated tip-up garage door and frame as per schedule. Electric motor by specialist and battery backup by specialist. Col: TBC WM Ø50 WP IE DW Ø50 WP G Sink Ø50 WP RE Ø100 SWP min fall 1:50 to connect to septic tank. Re-instate existing line and make good as required +3.145 slab ±0.000 +6.120 wallplate +1.105 -0.085 1 000 Balu +3.740 wallplate 2 125 2 125 2 125 1 785 MS balustrade to comply to part M of NBR. Balustrade min 1000mm high. Existing retaining walls. Lamstock Beam to Engineer specification. Ridge beam, rafters and exposed surface of Isopine finish to be painted Plascon 'Wall&All' or equivalent. Col: TBC Wood floated plaster as ceiling finish to soffit of slab. Paint Plascon 'Wall&All' or equivalent. Col: TBC All external walls 220mm brick (excl plaster) spec. Masonry walls achieve a min R-Value of 1.9. Walls to comply with part 'K' of SANS 10400. Bagged plaster and paint finish Plascon "Micatex" or approved equivalent. Colour to approval of HOA. Ridge beam, rafters and exposed surface of Isopine finish to be painted Plascon 'Wall&All' or equivalent. Col: TBC Door to be class B fire door. See schedule. To comply with Part 'N' of SANS 10400. Painted Plascon 'Vevaglo'. Col: TBC 7m (ANGL) Truss (eaves detail) trimmed to follow decorative profile as shown. Existing brick paving to yard. Make good where required. STAIRWELL Interior doors semi solid timber. GS steel frames built into walls. See schedule. Doors and frames painted Plascon 'Vevaglo'. Col: TBC Coro / Briti Cordova Terracotta roof tiles. Fix on 38X38 timber battens @ centres to suit and according to tile manufacturer's spec. Sisalation underlay. New insulation to oblige thermal requirements of SANS 204:2011. Trusses and spacing to comply with part 'H' of SANS 10400 and as determined by Engineer. Pitch 17.5º. 40mm thk IsoBoard rigid insulation board 600mm width with IsoPine finish /edge bevelled finish fixed horizontally as ceiling underneath trusses. Roof assembly to achieve a min R-Value of 3.7 (Zone 4) as per SANS 204:2011. All to comply with part 'L' of SANS 10400. See Roof Detail. Existing roof (and existing building structure) to be retained and renovated as shown.. Verge and ridge tiles to match Coro / Briti Cordova Terracotta roof tiles. Flat panel solar collectors mounted on roof to connect to storage heater in bathroom ceiling below. Installation by certified plumber to follow manufacturer's spec. Timber doors & windows. See schedule. To comply with Part 'N' of SANS 10400. Ensure no gaps around frame and all opening sections to be properly weatherproofed. Painted Plascon 'Vevaglo'. Col: TBC All walls to garage to be built as fire walls. Structural slabs to Engineer's design and to comply with part 'B' of SANS 10400. See "STRUCTURE" under "GENERAL NOTES". Foundations to Engineer's design and to comply with part 'H' of SANS 10400. See "STRUCTURE" under "GENERAL NOTES". Bagged plaster and paint finish Plascon "Wall & All" or approved equivalent. GARAGE MN BEDRM EXIST GUEST BTHRM EXIST GUEST BDRM DINING LOUNGE Ø100 SWP min fall 1:50 to connect to septic tank. Re-instate existing line and make good as required Basin Ø50 WP WC Ø100 SP IE Ø100 SWP & OVP IE IE IE Shwr Ø50 WP WC Ø100 SP IE Basin Ø50 WP IE Weatherproof wall mounted decorative external light fitting selected by client. Light must not be visible to neighbouring residents. MS balustrade to comply to part M of NBR. Balustrade min 1000mm affl. Concrete moldings and 350mm cantilevered bay window projection finished with stucco or plaster rendering to emulate natural cement colour. Colour to approval of HOA. All external walls 220mm brick (excl plaster) spec. Masonry walls achieve a min R-Value of 1.9. Walls to comply with part 'K' of SANS 10400. Bagged plaster and paint finish Plascon "Micatex" or approved equivalent. Colour to approval of HOA. MS balustrade to comply to part M of NBR. Balustrade min 1000mm affl. Clad indicated walls with quartz (stone) or sandstone tile Plaster quoin detailing to building corners as shown. Timber external windows, doors and frames. See schedule. To comply with Part 'N' of SANS 10400. Ensure no gaps around frames and all opening sections to be properly weatherproofed. Coro / Briti Cordova Terracotta roof tiles. Fix on 38X38 timber battens @ centres to suit and according to tile manufacturer's spec. Sisalation underlay. New insulation to oblige thermal requirements of SANS 204:2011. Trusses and spacing to comply with part 'H' of SANS 10400 and as determined by Engineer. Pitch 17.5º. 40mm thk IsoBoard rigid insulation board 600mm width with IsoPine finish /edge bevelled finish fixed horizontally as ceiling underneath trusses. Roof assembly to achieve a min R-Value of 3.7 (Zone 4) as per SANS 204:2011. All to comply with part 'L' of SANS 10400. See Roof Detail. Existing roof (and existing building structure) to be retained and renovated as shown.. Verge and ridge tiles to match Coro / Briti Cordova Terracotta roof tiles. Weatherproof wall mounted decorative external light fitting selected by client. Light must not be visible to neighbouring residents. Concrete moldings and 350mm cantilevered ledge with stucco or plaster rendering to emulate natural cement colour. Colour to approval of HOA. Existing retaining walls. All external walls 220mm brick (excl plaster) spec. Masonry walls achieve a min R-Value of 1.9. Walls to comply with part 'K' of SANS 10400. Bagged plaster and paint finish Plascon "Micatex" or approved equivalent. Colour to approval of HOA. Concrete pre-cast corbel as coping detail. Available from Old World Concrete (021 935 1390/ www.oldworld.co.za). Clad indicated walls with quartz (stone) or sandstone tile Existing brick paving to yard. Make good where required. Side hung timber hardwood shutters manufactured by door & window supplier to doors and windows where shown. Painted Plascon 'Velvaglo' or equivalent. Colour to approval of HOA. 150mm wide plaster surround and cill to doors and windows as shown. Stucco or plaster rendering to emulate natural cement colour. Colour to approval of HOA. Plaster quoin detailing to building corners as shown. Truss (eaves detail) trimmed to follow decorative profile as shown. Hardwood (from sustainable sources) detailing to wall to follow that shown. Coro / Briti Cordova Terracotta roof tiles. Fix on 38X38 timber battens @ centres to suit and according to tile manufacturer's spec. Sisalation underlay. New insulation to oblige thermal requirements of SANS 204:2011. Trusses and spacing to comply with part 'H' of SANS 10400 and as determined by Engineer. Pitch 17.5º. 40mm thk IsoBoard rigid insulation board 600mm width with IsoPine finish /edge bevelled finish fixed horizontally as ceiling underneath trusses. Roof assembly to achieve a min R-Value of 3.7 (Zone 4) as per SANS 204:2011. All to comply with part 'L' of SANS 10400. See Roof Detail. Verge and ridge tiles to match Coro / Briti Cordova Terracotta roof tiles. Flat panel solar collectors mounted on roof to connect to storage heater in bathroom ceiling below. Installation by certified plumber to follow manufacturer's spec. Timber doors & windows. See schedule. To comply with Part 'N' of SANS 10400. Ensure no gaps around frame and all opening sections to be properly weatherproofed. Concrete columns, caps and bases Old World Concrete 'Type 1210' (021 935 1390 / www.oldworld.co.za). Heights as dimensioned. Engineer to confirm structural design. +1.105 -0.255 +4.232 wallplate +4.464 wallplate +2.210 wallplate 1 000 Balu 2 125 2 125 All external walls 220mm brick (excl plaster) spec. Masonry walls achieve a min R-Value of 1.9. Walls to comply with part 'K' of SANS 10400. Bagged plaster and paint finish Plascon "Micatex" or approved equivalent. Colour to approval of HOA. Lamstock Beam to Engineer specification. MS balustrade to comply to part M of NBR. Balustrade min 1000mm high. Ridge beam, rafters and exposed surface of Isopine finish to be painted Plascon 'Wall&All' or equivalent. Col: TBC Rafters and exposed surface of Isopine finish to be painted Plascon 'Wall&All' or equivalent. Col: TBC Interior doors semi solid timber. GS steel frames built into walls. See schedule. Doors and frames painted Plascon 'Vevaglo'. Col: TBC 7m (ANGL) Truss (eaves detail) trimmed to follow decorative profile as shown. Existing brick paving to yard. Make good where required. Coro / Briti Cordova Terracotta roof tiles. Fix on 38X38 timber battens @ centres to suit and according to tile manufacturer's spec. Sisalation underlay. New insulation to oblige thermal requirements of SANS 204:2011. Trusses and spacing to comply with part 'H' of SANS 10400 and as determined by Engineer. Pitch 17.5º. 40mm thk IsoBoard rigid insulation board 600mm width with IsoPine finish /edge bevelled finish fixed horizontally as ceiling underneath trusses. Roof assembly to achieve a min R-Value of 3.7 (Zone 4) as per SANS 204:2011. All to comply with part 'L' of SANS 10400. See Roof Detail. Bagged plaster and paint finish Plascon "Wall & All" or approved equivalent. LOUNGE GUEST WC BDRM 2 Ø100 SWP min fall 1:50 to connect to septic tank. Re-instate existing line and make good as required Ø100 SWP & OVP IE WC Ø100 SP Basin Ø50 WP RE IE IE ±0.000 -0.255 1 000 Balu All external walls 220mm brick (excl plaster) spec. Masonry walls achieve a min R-Value of 1.9. Walls to comply with part 'K' of SANS 10400. Bagged plaster and paint finish Plascon "Micatex" or approved equivalent. Colour to approval of HOA. MS balustrade to comply to part M of NBR. Balustrade min 1000mm high. 7m (ANGL) Existing brick paving to driveway. Make good where required. Existing roof (and existing building structure) to be retained and renovated as shown.. Timber external windows, doors and frames. See schedule. To comply with Part 'N' of SANS 10400. Ensure no gaps around frames and all opening sections to be properly weatherproofed. Timber doors & windows. See schedule. To comply with Part 'N' of SANS 10400. Ensure no gaps around frame and all opening sections to be properly weatherproofed. Painted Plascon 'Vevaglo'. Col: TBC This portion of floor raised level with surrounding. Tile on 30mm screed on minimum 100mm thk surface bed reinforced with BRC weldmesh (200mm Y5) on 250 micron DPC on well compacted soil. No floor insulation required (no underfloor heating). Floors to comply with part 'J' of SANS 10400. DRIVEWAY GUEST TERRACE EXIST GUEST BTHRM COURTYARD ±0.000 +3.145 slab +3.060 slab +5.535 wallplate +2.210 wallplate -0.255 1 000 Balu 2 125 2 125 2 125 1 785 All walls to garage to be built as fire walls. Ridge beam, rafters and exposed surface of Isopine finish to be painted Plascon 'Wall&All' or equivalent. Col: TBC MS balustrade to comply to part M of NBR. Balustrade min 1000mm high. Wood floated plaster as ceiling finish to soffit of slab. Paint Plascon 'Wall&All' or equivalent. Col: TBC Lamstock Beam to Engineer specification. Rafters and exposed surface of Isopine finish to be painted Plascon 'Wall&All' or equivalent. Col: TBC 105 brickwork with bagged finish both sides. 7m (ANGL) Truss (eaves detail) trimmed to follow decorative profile as shown. Existing brick paving to driveway. Make good where required. New 250lt hot water storage heater (in ceiling void above bath) for flat panel solar collectors mounted on roof. Geyser to comply to SABS 0254. Electrician to ensure isolator switch and suitable power supply. Overflow pipe to lead outside. All exposed hot water piping to be insulated with min R-value of 1.0. Installation by certified plumber to follow manufacturer's spec. Coro / Briti Cordova Terracotta roof tiles. Fix on 38X38 timber battens @ centres to suit and according to tile manufacturer's spec. Sisalation underlay. New insulation to oblige thermal requirements of SANS 204:2011. Trusses and spacing to comply with part 'H' of SANS 10400 and as determined by Engineer. Pitch 17.5º. 40mm thk IsoBoard rigid insulation board 600mm width with IsoPine finish /edge bevelled finish fixed horizontally as ceiling underneath trusses. Roof assembly to achieve a min R-Value of 3.7 (Zone 4) as per SANS 204:2011. All to comply with part 'L' of SANS 10400. See Roof Detail. Structural slabs to Engineer's design and to comply with part 'B' of SANS 10400. See "STRUCTURE" under "GENERAL NOTES". Concrete columns, caps and bases Old World Concrete 'Type 1210' (021 935 1390 / www.oldworld.co.za). Heights as dimensioned. Engineer to confirm structural design. Meranti automated tip-up garage door and frame as per schedule. Electric motor by specialist and battery backup by specialist. Col: TBC Bagged plaster and paint finish Plascon "Wall & All" or approved equivalent. This portion of floor raised level with surrounding. Tile on 30mm screed on minimum 100mm thk surface bed reinforced with BRC weldmesh (200mm Y5) on 250 micron DPC on well compacted soil. No floor insulation required (no underfloor heating). Floors to comply with part 'J' of SANS 10400. GARAGE DRIVEWAY MN BEDRM MN BTHRM BATHRM 2 STORE BALCONY Ø100 SWP min fall 1:50 to connect to septic tank. Re- instate existing line and make good as required Basin Ø50 WP WC Ø100 SP Ø100 SWP & OVP IE IE Shwr Ø50 WP IE IE RE IE WC Ø100 SP Shwr Ø50 WP Basin Ø50 WP Bath Ø50 WP Ø100 SWP & OVP Ø100 SWP min fall 1:50 to connect to septic tank. Re-instate existing line and make good as required IE IE IE IE RE +1.105 +0.935 +3.570 wallplate +3.230 Existing retaining walls. Lamstock Beam to Engineer specification. Ridge beam, rafters and exposed surface of Isopine finish to be painted Plascon 'Wall&All' or equivalent. Col: TBC 7m (ANGL) Truss (eaves detail) trimmed to follow decorative profile as shown. Coro / Briti Cordova Terracotta roof tiles. Fix on 38X38 timber battens @ centres to suit and according to tile manufacturer's spec. Sisalation underlay. New insulation to oblige thermal requirements of SANS 204:2011. Trusses and spacing to comply with part 'H' of SANS 10400 and as determined by Engineer. Pitch 17.5º. 40mm thk IsoBoard rigid insulation board 600mm width with IsoPine finish /edge bevelled finish fixed horizontally as ceiling underneath trusses. Roof assembly to achieve a min R-Value of 3.7 (Zone 4) as per SANS 204:2011. All to comply with part 'L' of SANS 10400. See Roof Detail. Verge and ridge tiles to match Coro / Briti Cordova Terracotta roof tiles. Flat panel solar collectors mounted on roof to connect to storage heater in bathroom ceiling below. Installation by certified plumber to follow manufacturer's spec. Timber doors & windows. See schedule. To comply with Part 'N' of SANS 10400. Ensure no gaps around frame and all opening sections to be properly weatherproofed. Painted Plascon 'Vevaglo'. Col: TBC Foundations to Engineer's design and to comply with part 'H' of SANS 10400. See "STRUCTURE" under "GENERAL NOTES". Concrete columns, caps and bases Old World Concrete 'Type 1210' (021 935 1390 / www.oldworld.co.za). Heights as dimensioned. Engineer to confirm structural design. Bagged plaster and paint finish Plascon "Wall & All" or approved equivalent. This portion of floor raised level with surrounding. Tile on 30mm screed on minimum 100mm thk surface bed reinforced with BRC weldmesh (200mm Y5) on 250 micron DPC on well compacted soil. No floor insulation required (no underfloor heating). Floors to comply with part 'J' of SANS 10400. DINING KITCHEN STOEP NEIGHBOUR'S CONSENT ERF 8640 I, ........................................................................., the owner of ERF 8640 accept the double storey and balconies as shown on this drawing. Signed ................................................................ E-02 South Elevation 1:100 E-01 North Elevation 1:100 E-05 Section 1:100 E-04 East Elevation 1:100 E-03 West Elevation 1:100 E-09 Section 1:100 E-08 Section 1:100 E-07 Section 1:100 E-06 Section 1:100 EASTFORD DOWNS GUIDELINES It is noted that these plans have been prepared in accordance with the Building & Landscaping Guidelines for Eastford Downs. All building activity is bound to comply to the same rules as defined in the indicated document and all contractors and sub-contractors must ensure that they are familiar with the conditions described within the Building Code of Conduct before commencing work. 1:100 B 2017.09.05 J. TRUDA SACAP REGISTRATION: T0321
Transcript of E-03 West Elevation 1:100 E-04 East Elevation 1:100 ... · appointed Engineer's design. Concrete to...
GENERAL NOTES
All building work to be in accordance with National Building Regulations SANS 10400, SANS 204 as well as by-laws and requirements of Local Authority.All levels, heights and dimensions to be verified on site.Errors, discrepancies or omissions from these drawings must be reported to designer immediately.These drawings are not to be scaled and figured dimensions must be utilised.FOUNDATIONSAll vegetable matter to be removed from within perimeter of building.Foundations taken down to depth in accordance with appointed Engineer's design.Concrete to be 10 MPa. Minimum depth 600mm. Size determined by Engineer.All soil compaction to Engineer's specification.Consolidated fill to be treated with ant poison.WALLSAs per Part K of SANS 10400.Walls in accordance with Schedule 1 Table 2 and freestanding walls Schedule 1 Table 5 of NBR.Brickforce minimum every 6th course.No DPC to freestanding walls.Weepholes and expansion joints as necessary to freestanding walls.RC lintels over all openings.Painting and preparation to comply with manufacturer's specifications.DAMP PROOFINGDPC to be a minimum of 150mm above ground level.DPM to be a minimum of 0.250mm thick.DPM to be on compacted fill.DPC to be provided to all window cills.STRUCTURERC structure to be in accordance with appointed Structural Engineer's details.Monolithic components to be constructed in accordance with SABS 0100 or SABS 0145.CHIMNEYS & FIREPLACEChimneys and fireplace in accordance with Part V of NBR.DRAINAGEAll drainage works to be in accordance with Municipality drainage requirements.100mm diameter UPVC sewer pipe drain with a minimum fall of 1:60.100mm diameter OVP at head of drain.All drainage chased into walls to allow access to bends.Lintels to be built over drainage passing through walls and drainage to be encased in concrete sleeve where it passes under building. Foundations to be reinforced where passing over WP.IE's to be provided at maximum 24 metres centre to centre.Gullies to have a minimum of 150mm upstand all around.No bends or junctions under building.1 metre concrete or brick apron around building where gutters are not provided.Provide rodding eyes at head of drain, to all changes of direction and at a maximum of 25m intervals.Provide inspection eyes at all junctions of drain. Inspection eyes to have marked covers at ground level.WP to bath, shower and sinks to be minimum 40mm diameter. WP to WHB and bidets to be minimum of 32mm diameter.All waste pipes to have 65mm reseal traps or vented traps to waste fittings 3m or longer.All showers to have brass traps.450X450mm FC access panel to all drainage ducts.All soil fittings with vertical discharge greater than 1220mm to have anti syphon vent pipes.All piping from basins chased into brickwork to be inspected and approved by Council before covering up.ROOFRoof trusses manufactured in accordance with Part L Roofs of SANS 10400 or designed by Engineer in accordance with SANS 10160: Loading Code and SANS 10163: The Structural Use of Timber.Roof construction to conform to Part 1 Schedule 1 Table 1 of NBR with approved underlay.GS strap as anchorage to all roof trusses and wall plates.GS flashing as necessary.All waterproofing to manufacturer's specification.STAIRCASES & BALUSTRADESAs per Part M of SANS 10400 and to comply to SABS requirements.Staircases to have treads minimum 250mm and risers maximum 200mm.Balustrades minimum 1000mm height and openings max 100mm.TIMBERAll timber in accordance with SANS 0163.ALUMINIUM DOORS & WINDOWSIn accordance with AAAMSA and SABS rules and requlations.GEYSERGeyser to SABS 0254All exposed hot water piping to be insulated with min R-value of 1.0GLAZINGAs per Part N of SANS 10400 and to comply to SABS requirements.6.5mm PVC laminated safety glass to be used from 0 to +900mm affl.POOL SAFETYPool Safety in accordance with SABS 1390 and Section 4 of NBR, including self closing and locking gate.TILINGAluminium trim to all tile edging.PAVINGPaving apron of 1m wide to perimeter of building where gutters are not specified .
HOUSEWORK
03.02385
DU
Elevations and Sections
CELL: 082 457 2785
19 TUSCANY GROVECAMPBELL ROAD, CRAIGAVONGAUTENG
PO B
OX
2324
FOU
RWAY
S, S
AND
TON
2055
LESLIE & LINDA BOSMA
ERF 8639 EASTFORD DOWNS,KNYSNA
diet
er@
hous
ewor
k.jo
burg
+0.935
-0.255
+5.145MS
balus
trade
to co
mply
to pa
rt M of
NBR
. Balu
strad
e min
1000
mm hi
gh.
Stair t
o com
ply to
part M
of N
BR. M
ax ris
er 20
0mm
and m
in tre
ad 25
0mm.
Struc
tural
desig
nby
Engin
eer. S
ee "S
TRUC
TURE
" und
er "G
ENER
AL N
OTES
".
Weath
erproo
f wall
mou
nted d
ecora
tive e
xterna
l light
fitting
selec
ted by
clien
t. Ligh
t mus
t not
be vi
sible
to ne
ighbo
uring
resid
ents.
MS ba
lustra
de to
comp
ly to
part M
of N
BR. B
alustr
ade m
in 10
00mm
affl.
Exist
ing re
tainin
g wall
s.
All ex
terna
l wall
s 220
mm br
ick (e
xcl p
laster
) spe
c. Ma
sonry
wall
s ach
ieve a
min
R-Va
lue of
1.9. W
alls t
o com
ply w
ith pa
rt 'K'
of SA
NS 10
400.
Bagg
ed pl
aster
and p
aint fi
nish P
lasco
n"M
icatex
" or a
pprov
ed eq
uivale
nt. C
olour
to ap
prova
l of H
OA.
Conc
rete p
re-ca
st co
rbel a
s cop
ing de
tail. A
vaila
ble fro
m Ol
d Worl
d Con
crete
(021 9
35 13
90/
www.o
ldworl
d.co.z
a).
New
Terra
ce as
show
n.
Conc
rete p
re-ca
st co
rbel a
s cop
ing de
tail. A
vaila
ble fro
m Ol
d Worl
d Con
crete
(021 9
35 13
90/
www.o
ldworl
d.co.z
a).
Ø85 P
VC R
WP to
be bu
ilt int
o stru
cture
to dis
charg
e rain
water
from
slab r
oof. W
aterpr
oofin
gis
to be
fully
dress
ed in
to the
drain
age o
utlets
to en
sure
a wate
rtight
seal.
Clad i
ndica
ted w
alls w
ith qu
artz (
stone
) or s
ands
tone t
ile
Torch
on bi
tumino
us w
aterpr
oofin
g on a
ll exp
osed
parap
et wa
lls an
d sills
by sp
ecial
ist.
Side h
ung t
imbe
r hard
wood
shutt
ers m
anufa
ctured
by do
or & w
indow
supp
lier to
doors
and
windo
ws w
here
show
n. Pa
inted
Plas
con '
Velva
glo' o
r equ
ivalen
t. Colo
ur to
appro
val o
f HOA
.
150m
m wid
e plas
ter su
rroun
d and
cill t
o doo
rs an
d wind
ows a
s sho
wn. S
tucco
or pl
aster
rende
ring t
o emu
late n
atural
ceme
nt co
lour. C
olour
to ap
prova
l of H
OA.
Plaste
r quo
in de
tailin
g to b
uildin
g corn
ers as
show
n.
Truss
(eav
es de
tail) t
rimme
d to f
ollow
deco
rative
profi
le as
show
n.
Timbe
r exte
rnal w
indow
s, do
ors an
d fram
es. S
ee sc
hedu
le. To
comp
ly wit
h Part
'N' o
f SAN
S10
400.
Ensu
re no
gaps
arou
nd fra
mes a
nd al
l ope
ning s
ectio
ns to
be pr
operl
y wea
therpr
oofed
.
Coro
/ Briti
Cord
ova T
errac
otta r
oof ti
les. F
ix on
38X3
8 tim
ber b
atten
s @ ce
ntres
to su
it and
acco
rding
to til
e man
ufactu
rer's
spec
. Sisa
lation
unde
rlay.
New
insula
tion t
o obli
ge th
ermal
requir
emen
ts of
SANS
204:2
011.
Truss
es an
d spa
cing t
o com
ply w
ith pa
rt 'H'
of SA
NS 10
400
and a
s dete
rmine
d by E
ngine
er. Pi
tch 17
.5º. 4
0mm
thk Is
oBoa
rd rig
id ins
ulatio
n boa
rd 60
0mm
width
with I
soPin
e finis
h /ed
ge be
velle
d finis
h fixe
d hori
zonta
lly as
ceilin
g und
ernea
th tru
sses
.Ro
of as
semb
ly to
achie
ve a
min R
-Value
of 3.
7 (Zo
ne 4)
as pe
r SAN
S 204
:2011
. All t
o com
plywit
h part
'L' o
f SAN
S 104
00. S
ee R
oof D
etail.
Exist
ing ro
of (an
d exis
ting b
uildin
g stru
cture)
to be
retai
ned a
nd re
nova
ted as
show
n..
Verge
and r
idge t
iles t
o matc
h Coro
/ Briti
Cord
ova T
errac
otta r
oof ti
les.
Flat p
anel
solar
colle
ctors
moun
ted on
roof
to co
nnec
t to st
orage
heate
r in ba
throo
m ce
iling
below
. Insta
llatio
n by c
ertifie
d plum
ber to
follo
w ma
nufac
turer'
s spe
c.
Conc
rete c
olumn
s, ca
ps an
d bas
es O
ld Wo
rld C
oncre
te 'Ty
pe 12
10' (0
21 93
5 139
0 /ww
w.oldw
orld.c
o.za).
Heig
hts as
dime
nsion
ed. E
ngine
er to
confi
rm st
ructur
al de
sign.
Ø85 PVC RWDP
+0.885
-0.085
MS ba
lustra
de to
comp
ly to
part M
of N
BR. B
alustr
ade m
in 10
00mm
high
.
Stair t
o com
ply to
part M
of N
BR. M
ax ris
er 20
0mm
and m
in tre
ad 25
0mm.
Struc
tural
desig
nby
Engin
eer. S
ee "S
TRUC
TURE
" und
er "G
ENER
AL N
OTES
".
Weath
erproo
f wall
mou
nted d
ecora
tive e
xterna
l light
fitting
selec
ted by
clien
t. Ligh
t mus
t not
be vi
sible
to ne
ighbo
uring
resid
ents.
MS ba
lustra
de to
comp
ly to
part M
of N
BR. B
alustr
ade m
in 10
00mm
affl.
Conc
rete m
olding
s and
350m
m ca
ntilev
ered l
edge
with
stuc
co or
plas
ter re
nderi
ng to
emula
tena
tural
ceme
nt co
lour. C
olour
to ap
prova
l of H
OA.
Conc
rete m
olding
s and
350m
m ca
ntilev
ered b
ay w
indow
proje
ction
finish
ed w
ith st
ucco
orpla
ster re
nderi
ng to
emula
te na
tural
ceme
nt co
lour. C
olour
to ap
prova
l of H
OA.
Exist
ing re
tainin
g wall
s.
Exter
nal 8
l gas
wate
r hea
ter un
it enc
losed
in fa
brica
ted w
eathe
rproo
f and
venti
lated
struc
ture a
nd fix
ed to
wall
. No e
lectric
al po
int re
quire
d. All
ducti
ng an
d pipe
s to b
e buil
t into
struc
ture.
All ex
pose
d hot
water
pipin
g to b
e ins
ulated
with
min
R-va
lue of
1.0
All ex
terna
l wall
s 220
mm br
ick (e
xcl p
laster
) spe
c. Ma
sonry
wall
s ach
ieve a
min
R-Va
lue of
1.9. W
alls t
o com
ply w
ith pa
rt 'K'
of SA
NS 10
400.
Bagg
ed pl
aster
and p
aint fi
nish P
lasco
n"M
icatex
" or a
pprov
ed eq
uivale
nt. C
olour
to ap
prova
l of H
OA.
Clad i
ndica
ted w
alls w
ith qu
artz (
stone
) or s
ands
tone t
ile
Torch
on bi
tumino
us w
aterpr
oofin
g on a
ll exp
osed
parap
et wa
lls an
d sills
by sp
ecial
ist.
This
portio
n of g
arden
wall
as sh
own o
n plan
to be
rebu
ilt in
posit
ion sh
own.
220m
m bri
ckto
max 1
800m
m affl
. Torc
h-on b
itumi
nous
wate
rproo
fing t
o para
pet. P
laster
and p
aint to
match
hous
e.
Exist
ing br
ick pa
ving t
o driv
eway
. Mak
e goo
d whe
re req
uired
.
Side h
ung t
imbe
r hard
wood
shutt
ers m
anufa
ctured
by do
or & w
indow
supp
lier to
doors
and
windo
ws w
here
show
n. Pa
inted
Plas
con '
Velva
glo' o
r equ
ivalen
t. Colo
ur to
appro
val o
f HOA
.
150m
m wid
e plas
ter su
rroun
d and
cill t
o doo
rs an
d wind
ows a
s sho
wn. S
tucco
or pl
aster
rende
ring t
o emu
late n
atural
ceme
nt co
lour. C
olour
to ap
prova
l of H
OA.
Plaste
r quo
in de
tailin
g to b
uildin
g corn
ers as
show
n.
Brick
entra
nce p
ortal
as sh
own w
ith st
ucco
or pl
aster
rend
ering
to em
ulate
natur
al ce
ment
colou
r. Colo
ur to
appro
val o
f HOA
.
Truss
(eav
es de
tail) t
rimme
d to f
ollow
deco
rative
profi
le as
show
n.
Gas b
ottles
to be
hous
ed in
this
cupb
oard
with d
oors
unde
rcut to
allow
for a
dequ
ate ve
ntilat
ion.
Gas i
nstal
lation
by ce
rtified
insta
ller to
SABS
requ
ireme
nts an
d to c
omply
to al
l relev
ant
secti
ons o
f NBR
.
Timbe
r exte
rnal w
indow
s, do
ors an
d fram
es. S
ee sc
hedu
le. To
comp
ly wit
h Part
'N' o
f SAN
S10
400.
Ensu
re no
gaps
arou
nd fra
mes a
nd al
l ope
ning s
ectio
ns to
be pr
operl
y wea
therpr
oofed
.
Coro
/ Briti
Cord
ova T
errac
otta r
oof ti
les. F
ix on
38X3
8 tim
ber b
atten
s @ ce
ntres
to su
it and
acco
rding
to til
e man
ufactu
rer's
spec
. Sisa
lation
unde
rlay.
New
insula
tion t
o obli
ge th
ermal
requir
emen
ts of
SANS
204:2
011.
Truss
es an
d spa
cing t
o com
ply w
ith pa
rt 'H'
of SA
NS 10
400
and a
s dete
rmine
d by E
ngine
er. Pi
tch 17
.5º. 4
0mm
thk Is
oBoa
rd rig
id ins
ulatio
n boa
rd 60
0mm
width
with I
soPin
e finis
h /ed
ge be
velle
d finis
h fixe
d hori
zonta
lly as
ceilin
g und
ernea
th tru
sses
.Ro
of as
semb
ly to
achie
ve a
min R
-Value
of 3.
7 (Zo
ne 4)
as pe
r SAN
S 204
:2011
. All t
o com
plywit
h part
'L' o
f SAN
S 104
00. S
ee R
oof D
etail.
Exist
ing ro
of (an
d exis
ting b
uildin
g stru
cture)
to be
retai
ned a
nd re
nova
ted as
show
n..
Verge
and r
idge t
iles t
o matc
h Coro
/ Briti
Cord
ova T
errac
otta r
oof ti
les.
Soldi
er co
urse b
rickw
ork as
arch
ed de
tail o
ver g
arage
doorw
ay. E
ngine
er to
ensu
re su
itable
struc
tural
cons
iderat
ion gi
ven t
o spa
n ope
ning.
Flat p
anel
solar
colle
ctors
moun
ted on
roof
to co
nnec
t to st
orage
heate
r in ba
throo
m ce
iling
below
. Insta
llatio
n by c
ertifie
d plum
ber to
follo
w ma
nufac
turer'
s spe
c.
Prec
ast c
oncre
te 'CA
ROUS
EL M
OULD
ING'
or sim
ilar a
pprov
ed as
corni
ce pr
ofile.
Avail
able
from
Old W
orld C
oncre
te (02
1 935
1390
/www
.oldw
orld.c
o.za).
Torch
on bi
tumino
us w
aterp-
roofin
g on a
ll para
pet w
alls b
y spe
cialist
. Wate
rproo
fing t
o foll
ow pa
rt 'L'
of NB
R.
Make
good
exist
ing br
ick pa
ving w
here
requir
ed
Meran
ti auto
mated
tip-up
garag
e doo
r and
frame
as pe
r sch
edule
. Elec
tric m
otor b
y spe
cialist
and b
attery
back
up by
spec
ialist
. Col:
TBC
WM
Ø50
WP
IE
DW
Ø50
WP
G
Sink
Ø50
WP
RE
Ø100 SWP minfall 1:50 to
connect to septictank. Re-instateexisting line andmake good as
required
+3.145 slab
±0.000
+6.120 wallplate
+1.105
-0.085
1 00
0 Ba
lu
+3.740 wallplate
2 12
5
2 12
52
125
1 78
5
MS ba
lustra
de to
comp
ly to
part M
of N
BR. B
alustr
ade m
in 10
00mm
high
.
Exist
ing re
tainin
g wall
s.
Lams
tock B
eam
to En
ginee
r spe
cifica
tion.
Ridge
beam
, rafte
rs an
d exp
osed
surfa
ce of
Isop
ine fin
ish to
be pa
inted
Plas
con '
Wall&
All'
or eq
uivale
nt. C
ol: TB
C
Wood
floate
d plas
ter as
ceilin
g finis
h to s
offit o
f slab
. Pain
t Plas
con '
Wall&
All' o
r equ
ivalen
t.Co
l: TBC
All ex
terna
l wall
s 220
mm br
ick (e
xcl p
laster
) spe
c. Ma
sonry
wall
s ach
ieve a
min
R-Va
lue of
1.9. W
alls t
o com
ply w
ith pa
rt 'K'
of SA
NS 10
400.
Bagg
ed pl
aster
and p
aint fi
nish P
lasco
n"M
icatex
" or a
pprov
ed eq
uivale
nt. C
olour
to ap
prova
l of H
OA.
Ridge
beam
, rafte
rs an
d exp
osed
surfa
ce of
Isop
ine fin
ish to
be pa
inted
Plas
con '
Wall&
All'
or eq
uivale
nt. C
ol: TB
C
Door
to be
clas
s B fir
e doo
r. See
sche
dule.
To co
mply
with P
art 'N
' of S
ANS 1
0400
. Pain
tedPla
scon
'Vev
aglo'
. Col:
TBC
7m (ANGL)
Truss
(eav
es de
tail) t
rimme
d to f
ollow
deco
rative
profi
le as
show
n.
Exist
ing br
ick pa
ving t
o yard
. Mak
e goo
d whe
re req
uired
.
STA
IRW
ELL
Interi
or do
ors se
mi so
lid tim
ber. G
S stee
l fram
es bu
ilt int
o wall
s. Se
e sch
edule
. Doo
rs an
dfra
mes p
ainted
Plas
con '
Veva
glo'. C
ol: TB
C
Coro
/ Briti
Cord
ova T
errac
otta r
oof ti
les. F
ix on
38X3
8 tim
ber b
atten
s @ ce
ntres
to su
it and
acco
rding
to til
e man
ufactu
rer's
spec
. Sisa
lation
unde
rlay.
New
insula
tion t
o obli
ge th
ermal
requir
emen
ts of
SANS
204:2
011.
Truss
es an
d spa
cing t
o com
ply w
ith pa
rt 'H'
of SA
NS 10
400
and a
s dete
rmine
d by E
ngine
er. Pi
tch 17
.5º. 4
0mm
thk Is
oBoa
rd rig
id ins
ulatio
n boa
rd 60
0mm
width
with I
soPin
e finis
h /ed
ge be
velle
d finis
h fixe
d hori
zonta
lly as
ceilin
g und
ernea
th tru
sses
.Ro
of as
semb
ly to
achie
ve a
min R
-Value
of 3.
7 (Zo
ne 4)
as pe
r SAN
S 204
:2011
. All t
o com
plywit
h part
'L' o
f SAN
S 104
00. S
ee R
oof D
etail.
Exist
ing ro
of (an
d exis
ting b
uildin
g stru
cture)
to be
retai
ned a
nd re
nova
ted as
show
n..
Verge
and r
idge t
iles t
o matc
h Coro
/ Briti
Cord
ova T
errac
otta r
oof ti
les.
Flat p
anel
solar
colle
ctors
moun
ted on
roof
to co
nnec
t to st
orage
heate
r in ba
throo
m ce
iling
below
. Insta
llatio
n by c
ertifie
d plum
ber to
follo
w ma
nufac
turer'
s spe
c.
Timbe
r doo
rs & w
indow
s. Se
e sch
edule
. To c
omply
with
Part '
N' of
SANS
1040
0. En
sure
noga
ps ar
ound
frame
and a
ll ope
ning s
ectio
ns to
be pr
operl
y wea
therpr
oofed
. Pain
ted Pl
asco
n'Ve
vaglo
'. Col:
TBC
All w
alls t
o gara
ge to
be bu
ilt as
fire w
alls.
Struc
tural
slabs
to En
ginee
r's de
sign a
nd to
comp
ly wit
h part
'B' o
f SAN
S 104
00. S
ee"S
TRUC
TURE
" und
er "G
ENER
AL N
OTES
".
Foun
datio
ns to
Engin
eer's
desig
n and
to co
mply
with p
art 'H
' of S
ANS 1
0400
. See
"STR
UCTU
RE" u
nder
"GEN
ERAL
NOT
ES".
Bagg
ed pl
aster
and p
aint fi
nish P
lasco
n "Wa
ll & Al
l" or a
pprov
ed eq
uivale
nt.
GARAGE
MN BEDRM
EX
IST
GU
EST
BT
HR
M
EXIST GUEST BDRM
DININGLOUNGE
Ø100 SWP minfall 1:50 to connect toseptic tank. Re-instateexisting line and make
good as required
Basi
n Ø
50 W
P
WC
Ø10
0 SP
IE
Ø10
0 SW
P &
OVP
IE
IEIE
Shw
r Ø50
WP
WC
Ø10
0 SP
IE
Basi
n Ø
50 W
P
IE
Weath
erproo
f wall
mou
nted d
ecora
tive e
xterna
l light
fitting
selec
ted by
clien
t. Ligh
t mus
t not
be vi
sible
to ne
ighbo
uring
resid
ents.
MS ba
lustra
de to
comp
ly to
part M
of N
BR. B
alustr
ade m
in 10
00mm
affl.
Conc
rete m
olding
s and
350m
m ca
ntilev
ered b
ay w
indow
proje
ction
finish
ed w
ith st
ucco
orpla
ster re
nderi
ng to
emula
te na
tural
ceme
nt co
lour. C
olour
to ap
prova
l of H
OA.
All ex
terna
l wall
s 220
mm br
ick (e
xcl p
laster
) spe
c. Ma
sonry
wall
s ach
ieve a
min
R-Va
lue of
1.9. W
alls t
o com
ply w
ith pa
rt 'K'
of SA
NS 10
400.
Bagg
ed pl
aster
and p
aint fi
nish P
lasco
n"M
icatex
" or a
pprov
ed eq
uivale
nt. C
olour
to ap
prova
l of H
OA.
MS ba
lustra
de to
comp
ly to
part M
of N
BR. B
alustr
ade m
in 10
00mm
affl.
Clad i
ndica
ted w
alls w
ith qu
artz (
stone
) or s
ands
tone t
ile
Plaste
r quo
in de
tailin
g to b
uildin
g corn
ers as
show
n.
Timbe
r exte
rnal w
indow
s, do
ors an
d fram
es. S
ee sc
hedu
le. To
comp
ly wit
h Part
'N' o
f SAN
S10
400.
Ensu
re no
gaps
arou
nd fra
mes a
nd al
l ope
ning s
ectio
ns to
be pr
operl
y wea
therpr
oofed
.
Coro
/ Briti
Cord
ova T
errac
otta r
oof ti
les. F
ix on
38X3
8 tim
ber b
atten
s @ ce
ntres
to su
it and
acco
rding
to til
e man
ufactu
rer's
spec
. Sisa
lation
unde
rlay.
New
insula
tion t
o obli
ge th
ermal
requir
emen
ts of
SANS
204:2
011.
Truss
es an
d spa
cing t
o com
ply w
ith pa
rt 'H'
of SA
NS 10
400
and a
s dete
rmine
d by E
ngine
er. Pi
tch 17
.5º. 4
0mm
thk Is
oBoa
rd rig
id ins
ulatio
n boa
rd 60
0mm
width
with I
soPin
e finis
h /ed
ge be
velle
d finis
h fixe
d hori
zonta
lly as
ceilin
g und
ernea
th tru
sses
.Ro
of as
semb
ly to
achie
ve a
min R
-Value
of 3.
7 (Zo
ne 4)
as pe
r SAN
S 204
:2011
. All t
o com
plywit
h part
'L' o
f SAN
S 104
00. S
ee R
oof D
etail.
Exist
ing ro
of (an
d exis
ting b
uildin
g stru
cture)
to be
retai
ned a
nd re
nova
ted as
show
n..
Verge
and r
idge t
iles t
o matc
h Coro
/ Briti
Cord
ova T
errac
otta r
oof ti
les.
Weath
erproo
f wall
mou
nted d
ecora
tive e
xterna
l light
fitting
selec
ted by
clien
t. Ligh
t mus
t not
be vi
sible
to ne
ighbo
uring
resid
ents.
Conc
rete m
olding
s and
350m
m ca
ntilev
ered l
edge
with
stuc
co or
plas
ter re
nderi
ng to
emula
tena
tural
ceme
nt co
lour. C
olour
to ap
prova
l of H
OA.
Exist
ing re
tainin
g wall
s.
All ex
terna
l wall
s 220
mm br
ick (e
xcl p
laster
) spe
c. Ma
sonry
wall
s ach
ieve a
min
R-Va
lue of
1.9. W
alls t
o com
ply w
ith pa
rt 'K'
of SA
NS 10
400.
Bagg
ed pl
aster
and p
aint fi
nish P
lasco
n"M
icatex
" or a
pprov
ed eq
uivale
nt. C
olour
to ap
prova
l of H
OA.
Conc
rete p
re-ca
st co
rbel a
s cop
ing de
tail. A
vaila
ble fro
m Ol
d Worl
d Con
crete
(021 9
35 13
90/
www.o
ldworl
d.co.z
a).
Clad i
ndica
ted w
alls w
ith qu
artz (
stone
) or s
ands
tone t
ile
Exist
ing br
ick pa
ving t
o yard
. Mak
e goo
d whe
re req
uired
.
Side h
ung t
imbe
r hard
wood
shutt
ers m
anufa
ctured
by do
or & w
indow
supp
lier to
doors
and
windo
ws w
here
show
n. Pa
inted
Plas
con '
Velva
glo' o
r equ
ivalen
t. Colo
ur to
appro
val o
f HOA
.
150m
m wid
e plas
ter su
rroun
d and
cill t
o doo
rs an
d wind
ows a
s sho
wn. S
tucco
or pl
aster
rende
ring t
o emu
late n
atural
ceme
nt co
lour. C
olour
to ap
prova
l of H
OA.
Plaste
r quo
in de
tailin
g to b
uildin
g corn
ers as
show
n.
Truss
(eav
es de
tail) t
rimme
d to f
ollow
deco
rative
profi
le as
show
n.
Hardw
ood (
from
susta
inable
sourc
es) d
etailin
g to w
all to
follo
w tha
t sho
wn.
Coro
/ Briti
Cord
ova T
errac
otta r
oof ti
les. F
ix on
38X3
8 tim
ber b
atten
s @ ce
ntres
to su
it and
acco
rding
to til
e man
ufactu
rer's
spec
. Sisa
lation
unde
rlay.
New
insula
tion t
o obli
ge th
ermal
requir
emen
ts of
SANS
204:2
011.
Truss
es an
d spa
cing t
o com
ply w
ith pa
rt 'H'
of SA
NS 10
400
and a
s dete
rmine
d by E
ngine
er. Pi
tch 17
.5º. 4
0mm
thk Is
oBoa
rd rig
id ins
ulatio
n boa
rd 60
0mm
width
with I
soPin
e finis
h /ed
ge be
velle
d finis
h fixe
d hori
zonta
lly as
ceilin
g und
ernea
th tru
sses
.Ro
of as
semb
ly to
achie
ve a
min R
-Value
of 3.
7 (Zo
ne 4)
as pe
r SAN
S 204
:2011
. All t
o com
plywit
h part
'L' o
f SAN
S 104
00. S
ee R
oof D
etail.
Verge
and r
idge t
iles t
o matc
h Coro
/ Briti
Cord
ova T
errac
otta r
oof ti
les.
Flat p
anel
solar
colle
ctors
moun
ted on
roof
to co
nnec
t to st
orage
heate
r in ba
throo
m ce
iling
below
. Insta
llatio
n by c
ertifie
d plum
ber to
follo
w ma
nufac
turer'
s spe
c.Tim
ber d
oors
& wind
ows.
See s
ched
ule. T
o com
ply w
ith Pa
rt 'N'
of SA
NS 10
400.
Ensu
re no
gaps
arou
nd fra
me an
d all o
penin
g sec
tions
to be
prop
erly w
eathe
rproo
fed.
Conc
rete c
olumn
s, ca
ps an
d bas
es O
ld Wo
rld C
oncre
te 'Ty
pe 12
10' (0
21 93
5 139
0 /ww
w.oldw
orld.c
o.za).
Heig
hts as
dime
nsion
ed. E
ngine
er to
confi
rm st
ructur
al de
sign.
+1.105
-0.255
+4.232 wallplate +4.464 wallplate
+2.210 wallplate
1 00
0 Ba
lu
2 12
5
2 12
5
All ex
terna
l wall
s 220
mm br
ick (e
xcl p
laster
) spe
c. Ma
sonry
wall
s ach
ieve a
min
R-Va
lue of
1.9. W
alls t
o com
ply w
ith pa
rt 'K'
of SA
NS 10
400.
Bagg
ed pl
aster
and p
aint fi
nish P
lasco
n"M
icatex
" or a
pprov
ed eq
uivale
nt. C
olour
to ap
prova
l of H
OA.
Lams
tock B
eam
to En
ginee
r spe
cifica
tion.
MS ba
lustra
de to
comp
ly to
part M
of N
BR. B
alustr
ade m
in 10
00mm
high
.
Ridge
beam
, rafte
rs an
d exp
osed
surfa
ce of
Isop
ine fin
ish to
be pa
inted
Plas
con '
Wall&
All'
or eq
uivale
nt. C
ol: TB
C
Rafte
rs an
d exp
osed
surfa
ce of
Isop
ine fin
ish to
be pa
inted
Plas
con '
Wall&
All' o
r equ
ivalen
t.Co
l: TBC
Interi
or do
ors se
mi so
lid tim
ber. G
S stee
l fram
es bu
ilt int
o wall
s. Se
e sch
edule
. Doo
rs an
dfra
mes p
ainted
Plas
con '
Veva
glo'. C
ol: TB
C
7m (ANGL)
Truss
(eav
es de
tail) t
rimme
d to f
ollow
deco
rative
profi
le as
show
n.
Exist
ing br
ick pa
ving t
o yard
. Mak
e goo
d whe
re req
uired
.
Coro
/ Briti
Cord
ova T
errac
otta r
oof ti
les. F
ix on
38X3
8 tim
ber b
atten
s @ ce
ntres
to su
it and
acco
rding
to til
e man
ufactu
rer's
spec
. Sisa
lation
unde
rlay.
New
insula
tion t
o obli
ge th
ermal
requir
emen
ts of
SANS
204:2
011.
Truss
es an
d spa
cing t
o com
ply w
ith pa
rt 'H'
of SA
NS 10
400
and a
s dete
rmine
d by E
ngine
er. Pi
tch 17
.5º. 4
0mm
thk Is
oBoa
rd rig
id ins
ulatio
n boa
rd 60
0mm
width
with I
soPin
e finis
h /ed
ge be
velle
d finis
h fixe
d hori
zonta
lly as
ceilin
g und
ernea
th tru
sses
.Ro
of as
semb
ly to
achie
ve a
min R
-Value
of 3.
7 (Zo
ne 4)
as pe
r SAN
S 204
:2011
. All t
o com
plywit
h part
'L' o
f SAN
S 104
00. S
ee R
oof D
etail.
Bagg
ed pl
aster
and p
aint fi
nish P
lasco
n "Wa
ll & Al
l" or a
pprov
ed eq
uivale
nt.
LOUNGE
GUEST WC
BDRM 2
Ø100 SWP minfall 1:50 to connect toseptic tank. Re-instateexisting line and make
good as required
Ø10
0 SW
P &
OVP
IE
WC
Ø10
0 SP
Basi
n Ø
50 W
P
REIE
IE±0.000 -0.255
1 00
0 Ba
lu
All ex
terna
l wall
s 220
mm br
ick (e
xcl p
laster
) spe
c. Ma
sonry
wall
s ach
ieve a
min
R-Va
lue of
1.9. W
alls t
o com
ply w
ith pa
rt 'K'
of SA
NS 10
400.
Bagg
ed pl
aster
and p
aint fi
nish P
lasco
n"M
icatex
" or a
pprov
ed eq
uivale
nt. C
olour
to ap
prova
l of H
OA.
MS ba
lustra
de to
comp
ly to
part M
of N
BR. B
alustr
ade m
in 10
00mm
high
.
7m (ANGL)
Exist
ing br
ick pa
ving t
o driv
eway
. Mak
e goo
d whe
re req
uired
.
Exist
ing ro
of (an
d exis
ting b
uildin
g stru
cture)
to be
retai
ned a
nd re
nova
ted as
show
n..
Timbe
r exte
rnal w
indow
s, do
ors an
d fram
es. S
ee sc
hedu
le. To
comp
ly wit
h Part
'N' o
f SAN
S10
400.
Ensu
re no
gaps
arou
nd fra
mes a
nd al
l ope
ning s
ectio
ns to
be pr
operl
y wea
therpr
oofed
.
Timbe
r doo
rs & w
indow
s. Se
e sch
edule
. To c
omply
with
Part '
N' of
SANS
1040
0. En
sure
noga
ps ar
ound
frame
and a
ll ope
ning s
ectio
ns to
be pr
operl
y wea
therpr
oofed
. Pain
ted Pl
asco
n'Ve
vaglo
'. Col:
TBC
This
portio
n of fl
oor ra
ised l
evel
with s
urrou
nding
. Tile
on 30
mm sc
reed o
n mini
mum
100m
mthk
surfa
ce be
d rein
force
d with
BRC
weldm
esh (
200m
m Y5
) on 2
50 m
icron
DPC
on w
ellco
mpac
ted so
il. No
floor
insula
tion r
equir
ed (n
o und
erfloo
r hea
ting).
Floo
rs to
comp
ly wit
hpa
rt 'J'
of SA
NS 10
400.
DRIVEWAY GUEST TERRACEEX
IST
GU
EST
BT
HR
M
COURTYARD
±0.000
+3.145 slab +3.060 slab
+5.535 wallplate
+2.210 wallplate
-0.255
1 00
0 Ba
lu
2 12
5
2 12
5
2 12
5
1 78
5
All w
alls t
o gara
ge to
be bu
ilt as
fire w
alls.
Ridge
beam
, rafte
rs an
d exp
osed
surfa
ce of
Isop
ine fin
ish to
be pa
inted
Plas
con '
Wall&
All'
or eq
uivale
nt. C
ol: TB
C
MS ba
lustra
de to
comp
ly to
part M
of N
BR. B
alustr
ade m
in 10
00mm
high
.
Wood
floate
d plas
ter as
ceilin
g finis
h to s
offit o
f slab
. Pain
t Plas
con '
Wall&
All' o
r equ
ivalen
t.Co
l: TBC
Lams
tock B
eam
to En
ginee
r spe
cifica
tion.
Rafte
rs an
d exp
osed
surfa
ce of
Isop
ine fin
ish to
be pa
inted
Plas
con '
Wall&
All' o
r equ
ivalen
t.Co
l: TBC
105 b
rickw
ork w
ith ba
gged
finish
both
sides
.
7m (ANGL)
Truss
(eav
es de
tail) t
rimme
d to f
ollow
deco
rative
profi
le as
show
n.
Exist
ing br
ick pa
ving t
o driv
eway
. Mak
e goo
d whe
re req
uired
.
New
250lt
hot w
ater s
torag
e hea
ter (in
ceilin
g void
abov
e bath
) for fl
at pa
nel s
olar c
ollec
tors
moun
ted on
roof.
Gey
ser to
comp
ly to
SABS
0254
. Elec
trician
to en
sure
isolat
or sw
itch a
ndsu
itable
powe
r sup
ply. O
verflo
w pip
e to l
ead o
utside
. All e
xpos
ed ho
t wate
r pipi
ng to
beins
ulated
with
min
R-va
lue of
1.0.
Instal
lation
by ce
rtified
plum
ber to
follo
w ma
nufac
turer'
ssp
ec.
Coro
/ Briti
Cord
ova T
errac
otta r
oof ti
les. F
ix on
38X3
8 tim
ber b
atten
s @ ce
ntres
to su
it and
acco
rding
to til
e man
ufactu
rer's
spec
. Sisa
lation
unde
rlay.
New
insula
tion t
o obli
ge th
ermal
requir
emen
ts of
SANS
204:2
011.
Truss
es an
d spa
cing t
o com
ply w
ith pa
rt 'H'
of SA
NS 10
400
and a
s dete
rmine
d by E
ngine
er. Pi
tch 17
.5º. 4
0mm
thk Is
oBoa
rd rig
id ins
ulatio
n boa
rd 60
0mm
width
with I
soPin
e finis
h /ed
ge be
velle
d finis
h fixe
d hori
zonta
lly as
ceilin
g und
ernea
th tru
sses
.Ro
of as
semb
ly to
achie
ve a
min R
-Value
of 3.
7 (Zo
ne 4)
as pe
r SAN
S 204
:2011
. All t
o com
plywit
h part
'L' o
f SAN
S 104
00. S
ee R
oof D
etail.
Struc
tural
slabs
to En
ginee
r's de
sign a
nd to
comp
ly wit
h part
'B' o
f SAN
S 104
00. S
ee"S
TRUC
TURE
" und
er "G
ENER
AL N
OTES
".
Conc
rete c
olumn
s, ca
ps an
d bas
es O
ld Wo
rld C
oncre
te 'Ty
pe 12
10' (0
21 93
5 139
0 /ww
w.oldw
orld.c
o.za).
Heig
hts as
dime
nsion
ed. E
ngine
er to
confi
rm st
ructur
al de
sign.
Meran
ti auto
mated
tip-up
garag
e doo
r and
frame
as pe
r sch
edule
. Elec
tric m
otor b
y spe
cialist
and b
attery
back
up by
spec
ialist
. Col:
TBC
Bagg
ed pl
aster
and p
aint fi
nish P
lasco
n "Wa
ll & Al
l" or a
pprov
ed eq
uivale
nt.
This
portio
n of fl
oor ra
ised l
evel
with s
urrou
nding
. Tile
on 30
mm sc
reed o
n mini
mum
100m
mthk
surfa
ce be
d rein
force
d with
BRC
weldm
esh (
200m
m Y5
) on 2
50 m
icron
DPC
on w
ellco
mpac
ted so
il. No
floor
insula
tion r
equir
ed (n
o und
erfloo
r hea
ting).
Floo
rs to
comp
ly wit
hpa
rt 'J'
of SA
NS 10
400.
GARAGEDRIVEWAY
MN BEDRM
MN BTHRM
BATHRM 2
ST
OR
EB
ALC
ON
Y
Ø100 SWP minfall 1:50 to connectto septic tank. Re-instate existing lineand make good as
required
Basin Ø50 WPWC Ø100 SP
Ø10
0 SW
P &
OVP
IE
IE
Shw
r Ø50
WP
IE
IE
RE
IEWC Ø100 SPSh
wr Ø
50 W
P
Basi
n Ø
50 W
PBa
th Ø
50 W
PØ10
0 SW
P &
OVP
Ø100 SWP minfall 1:50 to connect toseptic tank. Re-instateexisting line and make
good as required
IEIE
IE
IE
RE
+1.105 +0.935
+3.570 wallplate+3.230
Exist
ing re
tainin
g wall
s.
Lams
tock B
eam
to En
ginee
r spe
cifica
tion.
Ridge
beam
, rafte
rs an
d exp
osed
surfa
ce of
Isop
ine fin
ish to
be pa
inted
Plas
con '
Wall&
All'
or eq
uivale
nt. C
ol: TB
C
7m (ANGL)
Truss
(eav
es de
tail) t
rimme
d to f
ollow
deco
rative
profi
le as
show
n.
Coro
/ Briti
Cord
ova T
errac
otta r
oof ti
les. F
ix on
38X3
8 tim
ber b
atten
s @ ce
ntres
to su
it and
acco
rding
to til
e man
ufactu
rer's
spec
. Sisa
lation
unde
rlay.
New
insula
tion t
o obli
ge th
ermal
requir
emen
ts of
SANS
204:2
011.
Truss
es an
d spa
cing t
o com
ply w
ith pa
rt 'H'
of SA
NS 10
400
and a
s dete
rmine
d by E
ngine
er. Pi
tch 17
.5º. 4
0mm
thk Is
oBoa
rd rig
id ins
ulatio
n boa
rd 60
0mm
width
with I
soPin
e finis
h /ed
ge be
velle
d finis
h fixe
d hori
zonta
lly as
ceilin
g und
ernea
th tru
sses
.Ro
of as
semb
ly to
achie
ve a
min R
-Value
of 3.
7 (Zo
ne 4)
as pe
r SAN
S 204
:2011
. All t
o com
plywit
h part
'L' o
f SAN
S 104
00. S
ee R
oof D
etail.
Verge
and r
idge t
iles t
o matc
h Coro
/ Briti
Cord
ova T
errac
otta r
oof ti
les.
Flat p
anel
solar
colle
ctors
moun
ted on
roof
to co
nnec
t to st
orage
heate
r in ba
throo
m ce
iling
below
. Insta
llatio
n by c
ertifie
d plum
ber to
follo
w ma
nufac
turer'
s spe
c.
Timbe
r doo
rs & w
indow
s. Se
e sch
edule
. To c
omply
with
Part '
N' of
SANS
1040
0. En
sure
noga
ps ar
ound
frame
and a
ll ope
ning s
ectio
ns to
be pr
operl
y wea
therpr
oofed
. Pain
ted Pl
asco
n'Ve
vaglo
'. Col:
TBC
Foun
datio
ns to
Engin
eer's
desig
n and
to co
mply
with p
art 'H
' of S
ANS 1
0400
. See
"STR
UCTU
RE" u
nder
"GEN
ERAL
NOT
ES".
Conc
rete c
olumn
s, ca
ps an
d bas
es O
ld Wo
rld C
oncre
te 'Ty
pe 12
10' (0
21 93
5 139
0 /ww
w.oldw
orld.c
o.za).
Heig
hts as
dime
nsion
ed. E
ngine
er to
confi
rm st
ructur
al de
sign.
Bagg
ed pl
aster
and p
aint fi
nish P
lasco
n "Wa
ll & Al
l" or a
pprov
ed eq
uivale
nt.
This
portio
n of fl
oor ra
ised l
evel
with s
urrou
nding
. Tile
on 30
mm sc
reed o
n mini
mum
100m
mthk
surfa
ce be
d rein
force
d with
BRC
weldm
esh (
200m
m Y5
) on 2
50 m
icron
DPC
on w
ellco
mpac
ted so
il. No
floor
insula
tion r
equir
ed (n
o und
erfloo
r hea
ting).
Floo
rs to
comp
ly wit
hpa
rt 'J'
of SA
NS 10
400.
DININGKITCHENSTOEP
NEIGHBOUR'S CONSENT
ERF 8640
I, ........................................................................., the owner of ERF 8640 accept the double storey and balconies as shown on this drawing.
Signed ................................................................
ERF 48
I, ........................................................................., the owner of STAND 48 accept the double storey and balconies as shown on this drawing.
Signed ................................................................
ERF 54
I, ........................................................................., the owner of STAND 54 accept the double storey and balconies as shown on this drawing.
Signed ................................................................
E-02 South Elevation 1:100
E-01 North Elevation 1:100
E-05 Section 1:100
E-04 East Elevation 1:100E-03 West Elevation 1:100
E-09 Section 1:100E-08 Section 1:100
E-07 Section 1:100E-06 Section 1:100
EASTFORD DOWNS GUIDELINESIt is noted that these plans have been prepared in
accordance with the Building & LandscapingGuidelines for Eastford Downs.
All building activity is bound to comply to the samerules as defined in the indicated document and all
contractors and sub-contractors must ensure that theyare familiar with the conditions described within theBuilding Code of Conduct before commencing work.
1:100
B
2017.09.05
J. TRUDASACAP REGISTRATION: T0321
