3m Building Line R.O.W Servitude. 1:100 Year Flood Line. 1:50 Year Flood Line. Site Boundary 24.730m Erf 227 361 Park Site Boundary 23.430m Site Boundary 11.930m Ptn 6/228 Site Boundary 15.760m Ptn 5/228 Site Boundary 23.240m Portion 3 Of Erf 228 3m Building Line 3m Building Line 3m Building Line R.O.W Servitude. R.O.W Servitude. R.O.W Servitude. 1:100 Year Flood Line. 1:50 Year Flood Line. Fridge Breakfast Nook Double Garage Power float finish. (6,0x5,9) Entrance Tiles. (2,6x5,1) High level window Work Bench Counter whb. wc 8 7 6 4 3 5 2 1 9 10 Stairs Up. TV Drop in gas fireplace to floating conc shelf Covered Terrace Tiles. (4,7x5,1) TV Formal Lounge Tiles. (5,2x4,0) Family Lounge Tiles. (6,0x4,5) Scullery Tiles. (2,5x3,6) Gas Braai by Specialist. Fire Wall Fire Rated Door Fire Wall whb wc Dining Tiles. (4,1x3,1) Kitchen Tiles. (3,4x4,2) td dw wm Gas Stove pb Open Patio Conc Pavers (4,3x2.0) Conc pavers with stone pebbles for soft landscaping DRY ROCK PACKING By Specialist. (2,5x7,0) Pool S/Bath Tiles. (2,9x1,1) Line Of Structure above Entry Porch Conc Pavers. Line Of Structure above A A Visitors Parking Bay Cobbling. (Driveway) Driveway shower 2,1m High Screen wall Bulkhead above to later det. Bulkhead above to later det. Bulkhead above to later det. Bulkhead above to later det. Bulkhead above to later det. Bulkhead above to later det. Guest Toilet Tiles. Portion 4 Of Erf 228 610sqm Storage Sink ST. Desk B.I.C Staffroom Tiles. (4,5x3,0) 500mm High Displag Ledge Bulkhead above to later det. Line Of Structure above 950mm High Server. Timber Decking. (3,2x5,1) Sun Deck - Open Terrace Paving. (1,6x4,6) Yard Line Of Structure above Gate. Gate. Line Of Structure above 0D01 0W02 0W01 0W07 0W03 0W04 0W05 0W06 0W08 0W09 0W10 0W12 0W15 0W18 0G01 0G02 0D02 0D03 0D04 0D06 0D05 0D07 0W11 0W13 0W14 0W16 0W16 0W17 0G02 Line Of Structure above 1030 1030 1 2 3 4 5 6 600 A 4340 B 1430 C 3680 D 510 E F A B C D E F 600 4340 1430 3680 510 500 4460 1500 2630 5960 1 2 3 4 5 6 500 4460 1500 2630 5960 7 7 4670 G G 4670 750 H H 750 230 2470 150 600 150 230 3630 230 4200 230 7110 340 4150 110 230 5910 230 5400 230 2890 340 3000 110 1100 230 1870 110 2210 230 5910 340 1200 230 1000 5250 7320 230 2930 700 230 1200 230 6250 7320 230 3630 230 150 3750 230 3000 110 1100 230 3590 230 600 5910 340 1880 2100 2270 340 1090 905 235 1500 240 590 600 470 900 395 1200 625 4780 3970 6590 230 500 230 2520 110 2500 1000 2230 230 1010 3420 1920 110 1100 2600 230 230 1085 230 3020 110 5730 5730 230 410 230 10160 230 4500 230 1085 230 340 4390 230 9860 230 300 230 5730 230 2900 230 4750 3210 300 2500 230 730 2700 2300 1880 900 340 110 2820 500 2700 1320 230 1050 340 2120 2500 600 1700 1620 4750 3210 300 2500 230 230 500 2700 1550 2010 230 500 1440 230 900 710 230 1200 500 230 2700 3330 3560 600 450 600 1180 2400 730 565 3000 565 830 450 3680 4960 4130 730 3580 1650 300 5730 230 4130 230 4730 1200 8480 8180 230 500 1800 230 1100 230 2140 230 1810 460 3640 230 2630 2140 340 925 295 230 1085 230 6000 230 1200 1430 230 1100 230 5200 230 2410 230 7770 230 185 900 2630 230 1100 230 450 230 3840 230 450 230 2410 230 230 2410 230 460 330 4880 330 460 450 980 1200 230 800 300 230 450 230 3840 230 450 230 680 4300 980 800 230 2630 460 5540 460 1200 6460 10410 3120 600 150 340 13570 1430 600 340 2100 230 1440 340 5110 340 4500 230 110 340 4500 340 340 1440 230 230 2100 230 4000 340 4510 340 4500 340 340 450 230 3140 230 450 600 4510 340 3770 230 230 710 480 3550 450 340 4510 940 450 3600 790 150 600 2770 230 3750 230 4340 600 390 4720 4720 340 4500 340 4510 940 4840 230 4515 4860 4260 3000 7450 300 7000 300 7610 230 4570 3115 230 730 900 3000 AREA SCHEDULE: HOUSE C Portion 4 SITE AREA: 610.00 m² GROUND FLOOR: GROUND FLOOR AREA 133.16 m² COVERED TERRACE 30.96 m² COVERED PATIO 03.90 m² ENT. CANOPY 01.74 m² GARAGE 44.16 m² STAFF 20.28 m² SUB-TOTAL 234.20 m² FIRST FLOOR: FIRST FLOOR AREA 191.96 m² COVERED BALCONY 11.79 m² SUB-TOTAL 203.75 m² TOTAL 437.95 m² DOUBLE VOLUME 13.06 m² OPEN PATIO 09.02 m² SUN DECK OPEN TERRACE 10.07 m² OPEN BALCONIES 09.33 m² YARD AREA 07.03 m² POOL 17.25 m² ACTUAL REQ./ ALLOWED FAR 0.72 (437,95 m²) 0.8 (488m²) COVERAGE 38,4%(234.20m²) 40%(244m²) HEIGHT 2 STORIES 2 STORIES Fbo. LOWER R.C. ROOF SLAB Fbo. Fbo. LOWER R.C. ROOF SLAB TO ENG. DET./ SPEC. Fbo. Brushed S/Steel Balustrade @Min. 1000mm above ffl. A A Fbo. Brushed S/Steel Balustrade @Min. 1000mm above ffl. Fbo. Fbo. LOWER R.C. ROOF SLAB TO ENG. DET./ SPEC. Balcony Below Tiles. (T.O.C; +2,975) LOWER R.C. ROOF SLAB (T.O.C; +5,375) Fbo. Fbo. Balcony Below Tiles. (T.O.C; +2,975) LOWER R.C. ROOF SLAB (T.O.C; +3,060) Skylight to Det By Spec. 0SK02 Skylight to Det By Spec. 0SK01 Skylight to Det By Spec. 0SK03 Fbo. Fbo. Fbo. Fbo. Fbo. Fbo. 5065 150 1700 150 3050 150 600 150 2000 800 1900 150 1800 150 1815 2100 900 4055 150 500 150 800 150 1800 150 820 150 500 150 760 2100 700 2000 2000 700 Fbo. Fbo. Fbo. Fbo. SOLAR GEYSER. GEYSERS HOUSED IN ROOF SPACE SOLAR PANELS TO BE BY SPECIALIST. R.C. ROOF SLAB TO ENG. DET./ SPEC. DERBIGUM SP4 WATERPROOFING TORCH-FUSED ON SCREED TO MIN. 1:100 FALL TO MIN. 100mmØ FULLBORE OUTLETS AS INDICATED TO ENG. DET, WITH BROWN STONE CHIP ON 20 mm ISOBOARD INSULATION TO BE PRICED AS OPTIONAL EXTRA. (T.O.C; +6,120) (T.O.C; +6,120) R.C. ROOF SLAB TO ENG. DET./ SPEC. Derbigum SP4 Waterproofing Torch-fused on screed to Eng. Det. (T.O.C; +6,035) 1030 1030 1 2 3 4 5 6 600 A 4340 B 1430 C 3680 D 510 E F A B C D E F 600 4340 1430 3680 510 500 4460 1500 2630 5960 1 2 3 4 5 6 500 4460 1500 2630 5960 7 7 4670 G G 4670 750 H H 750 (T.O.C; +2,975) (T.O.C; +2,975) (T.O.C; +2,975) 1200 3000 3000 4260 10410 1200 4260 1000 ALL WORK TO COMPLY WITH N.B.R. ALL DIMENSIONS & LEVELS TO BE CHECKED ON SITE AND VERIFIED WITH THE ARCHITECT PRIOR TO COMMENCING OF ANY WORK. ANY DESCREPANCIES TO BE CONFIRMED WITH THE ARCHITECT / TECHNOLOGIST PRIOR TO COMMENCING OF ANY BUILDING WORK. DO NOT SCALE OFF DRAWINGS BUT WORK FROM FIGURED DIMENSIONS ONLY. NO PART OF ANY STRUCTURE TO ENCROACH ANY BOUNDARY LINE. THE ARCHITECT ACCEPTS NO RESPONSIBILITY FOR ERRORS RESULTING FROM MISINTERPRETATION OF THE DRAWINGS. THIS PLAN IS PROTECTED BY COPYRIGHT & REMAINS THE PROPERTY OF THE REGISTERED ARCHITECT/TECHNOLOGIST AS APPOINTED. Pro j ec t : D e s c r i p t i on: Erf D at Dra Sca Dra : e: wn By: le: wing No: Re v. e Cod CONSTRUCTION NOTES REV: DESCRIPTION: DATE: 1: 100 C REV: DESCRIPTION: DATE: - - Ground Floor Plan Scale 1:100. - 1. FOOTINGS: 1.1 All Ext. Load Bearing Walls on Mass Concrete Strip Ftngs.to be in Accordance with Eng. Det. Specification Respectively. 1.2 All 115mm Int. Load Bearing Wall Slabs to be thickened to Eng. Specification Beneath. 1.3 Mass Concrete Mix Ratios to Eng. Spec. 1.4 Retaining Walls & Ftngs by Engineer's Detail Drawings. 2. FLOORS: 2.1 All Flooring to Later spec. on Min.170mm Thick mass conc. slab on "Gunplas USB Green" DPM on 50mm min. Blinding on Hardcore. 2.2 Hardcore @150mm layers compacted approved Fill material with insecticide to Eng. Spec. 2.3 All Road & Parking Areas Sufficiently Compacted For Heavy-Duty Resistance & Treated accordingly to Eng. Det. & Specification. 2.2 All Structural floor Slabs by Engineer's Spec & Detail. 2.3 All Finishes to have Sample Approved on Site to Set Finishing Standard before any Work Commences. 3. BRICKWORK: 3.1 Always "Wet' Bricks Sufficiently before any Masonry Commences and or During Construction. 3.2 Parapet Heights as per Arch. Design by Eng. Det. 3.3 Imperial Facebrick (to Spec) works to be in Stretcher bond - unless Otherwise specified 3.4 DPC for all Walls to Slab, to Window, to Lintel & to Steel. 3.5 Damp proof course to be min 150 mm above NGL. 4. LINTOLS: 4.1 Max. span 3000mm, precast to approval. Greater spans to be in R/c. to Eng. Det. 4.2 Precast lintols to extend min 230 mm beyond either Side of openings. 4.3 All Lintols to be laid in Accordance with Manufacturers Spec. 5. PLASTER: 5.1 New Ext. Walls to be Pigment (to Spec) Scratch Plaster with One Coat, & Int. Steel Toweled to a smooth Finish. 6. WEEPHOLES: 6.1 Weepholes every 4th Perpend & or to Civil's Eng. Det. 7. FIREBRICKS: 7.1 To be Provided as per Spec. 8. WINDOWS: 8.1 All glazing to comply with part 'n' sabs 0400. 8.2 Manufacturer to Confirm Finished Floor Levels and Measure all Openings Sizes on site Before any Manufacture Commences. 8.2 As per Spec & Schedules to Arch Approval. 8.3 Area of glass Min. 10% of floor area & half openable. 8.4 Glazing in excess of one sq metre or within 300 mm above floor level to be in safety glass. 9. CEILINGS: 9.1 Suspended Ceilings by spec. to Arch Det. 9.2 Formwork Panels Layout to be Adequately Designed to Arch. Approval before Concrete is Poured. 10. MAIN ROOF CONSTRUCTION: 10.1 Min 170mm R/C Roof Slabs by Engineer's Detail & Drawings as per Arch Design. 10.2 Slab Thickening (Plinths) to be introduced for A/c Services on Roof Slabs to Eng. Det. 10.3 A/c Specialist to Provide Adequate Plinths Size to Eng. Slab Design Spec. before Construction. 11. RAINWATER GOODS: 11.1 110 mm diam. downpipes Fibre Cement/ PVC Built into Columns Indicated on Plan, or otherwise by Eng. Det. to Arch. Approval. 12. DRAINAGE: 12.1 Exist. Invert Levels to Exist. Municipal Sewer/ Stormwater Connection point to be Determined on Site Before Commencing any new Drainage Installation on Site. 12.2 All falls to be worked out Accordingly (Min 1:60 falls) & any Discrepancies to be Relayed with Arch./ Eng. before any work Commences on site. 12.3 Gully rims to be not less than 150mm above finished surrounding GFL & not more than 150mm below the crown of the lowest trap of any sanitary fixture. 12.4 No Drainage to be covered until checked by a Local Authority Inspector on Site. 12.5 Drainage within driveways or under building to be adequately protected from Load. 12.6 Drainage less than 300 mm cover to be adequately protected. 13. BALUSTRADE: 1000mm Affl hight. 13.1 50x10mm Brushed S/Steel balustrade Handrail by Specialist. Horizontal rails spaced @ 100mm c/c. Vertical rails(stantions) @ approx. 2500mm c/c. Stantions are Side Welded to 100x100x10mm Brushed S/Steel. Base Plate Side Fixed with 4no Expansion Bolts. 14. FIREPLACE & BRAAI: 14.1 Internal fireplace to spec. 14.2 External wood braai to spec. Sept 2016 AST-HC.228.2016.201.C Ground Plan & Roof Plan Development - ASTON ROAD 228 SANDOWN EXT 24 Portion 4 Erf 228 Sandown Ext 24 PTZ tel 011 656 1690 fax 011 656 4859 www.gwarch.co.za - Roof Plan Scale 1:100. 5 Plymouth St, Woodmead, Sandton PO Box 139 Rivonia 2128