DW c c All roof timbers to be 200mm away from inside of the chimney flue. S/S flue pipes 20 degrees 20 degrees 20 degrees c c C Type 2-300-0 A Type 2-300-0 B Type 2-300-0 bic bic W1 D1 D2 D2 D2 D2 D2 Bedroom 1 Carpet bth shw hwb Bedroom 2 Carpet Lounge Tile Unit Kitchen & Dinning Tile dw sink ov wm rf Balcony Stair Core tile 15m² BIC Bedroom 1 Carpet bth shw hwb BIC Bedroom 2 Carpet Lounge Tile Unit Kitchen & Dinning Tile sink ov rf Balcony wc wc tile tile Bathroom tile Bathroom tile heat pumps SS SS Class "E" doors(30min door and frame with 25mm rebate) 1hr fire wall 1x4.5Kg Dcp extinguisher per 400m² Valsir PP 50mm waste pipes Class "E" doors(30min door and frame with 25mm rebate) 1hr fire wall Valsir PP 50mm waste pipes D1 2910 3000 2960 600 3900 3030 4560 1640 750 2380 2380 1080 3480 2850 2000 7590 3900 3000 600 3900 230 900 120 910 240 2000 230 3480 230 240 740 230 3000 230 810 2330 760 230 1800 180 400 230 910 2330 660 230 3000 230 240 740 230 7130 230 1080 230 1080 230 5180 900 1050 230 8570 1190 1190 230 3450 230 3670 2050 230 900 230 3900 120 230 Geyser Geyser FL:12850 FL:12850 FL:12760 120 1500 B 3450 3000 630 230 630 B 630 230 630 900 D2 FL:12760 FL:12760 fhr W2 W2 W1 D3 D3 3660 3920 2280 9850 6170 18 19 20 21 22 23 24 25 26 27 28 29 30 31 heat pumps Gate boarded with 225mm handiplank and 38mm gaps for ventilation Gate boarded with 225mm handiplank and 38mm gaps for ventilation 200x200 melamine box to create accessible shaft for drainage M/S Handrail: Epoxy coated @ 1m high with max 100mm openings acc to NHBRC and SANS 10:400 M/S Balustrade: Epoxy coated @ 1m high with max 100mm openings acc to NHBRC and SANS 10:400 M/S Balustrade: Epoxy coated @ 1m high with max 100mm openings acc to NHBRC and SANS 10:400 Fire Escape 2000 2000 1710 2010 200400 1250 460 1020 SS dw wm SS 32 33 3000 W1 W3 W3 W1 230 2000 230 c c C Type 2-300-0 A Type 2-300-0 W1 W1 D1 D2 D2 D2 D3 D2 D2 D2 BIC Bedroom 1 3480 3000 3000 3450 2850 2910 3900 7590 3550 930 3110 900 2000 2960 230 230 bth shw hwb BIC Bedroom 2 Lounge Kitchen & Dinning dw sink ov wm rf Patio fhr Stair Core tile 15m² BIC 3480 3000 3000 3450 2850 3480 930 900 2000 2000 230 230 120 bth shw hwb BIC sink ov rf Patio wc wc 240 740 230 4540 1800 790 230 1080 230 1080 230 5180 900 1050 230 9760 510230 3450 230 2000 230 3480 230 510230 3450 230 3670 2050 230 B Type 2-300-0 740 230 1050 900 1050 230 810 2330 990 2380 230 910 2330 660 230 3000 230 3230 6740 4130 3460 tile tile B tile Bathroom tile heat pumps MH SS RE IE RE Class "E" doors(30min door and frame with 25mm rebate) 1x4.5Kg Dcp extinguisher per 400m² 50% of hot water to be generated by heat pumps To municipal connection Class "E" doors(30min door and frame with 25mm rebate) 1hr fire wall Valsir PP 50mm waste pipes D1 Geyser Geyser FL:10000 FL:99910 FL:10000 FL:99910 FL:99910 2000 1500 W3 W2 W2 570 B Tile Carpet Carpet 1500 1240 1190 1190 630 230 230 630 Unit Tile Bedroom 1 Bedroom 2 Lounge Kitchen & Dinning Bathroom tile Tile Carpet Carpet Unit Tile 510 3670 6170 9840 2280 3920 3660 510 9850 980 8900 1080 7590 treads - 280 risers - 180 RWDP D3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 M/S Handrail: Epoxy coated @ 1m high with max 100mm openings acc to NHBRC and SANS 10:400 heat pumps 50% of hot water to be generated by heat pumps 230 200x200 melamine box to create accessible shaft for drainage Date boarded with 225mm handiplank and 38mm gaps for ventilation Duct boarded with 225mm handiplank and 38mm gaps for ventilation 1hr fire wall Valsir PP 50mm waste pipes N e w 1 1 0 U P V C c l a s s 3 4 u g s e w a g e p i p e @ m i n 1 : 6 0 f a l l SS Fire Escape G G dw wm Relevant Statutory fire and directional fire signage in compliance with SANS 1186-F22 sign above every FHR and a E1/E2 escape sign at the ground floor escape stairs Parking Landing SS SS 17 3900 W1 W1 3900 1000 1000 1000 1000 1190 1190 1080 230 1080 Herringbone Paving 1m Paving around Base of flat min IL = 450mm 110mm dia upvc VP AE Access Panel 300 230 2000 230 600 230 630 230 630 230 630 W3 Scale Checked by Drawn by Date Project number WYSIGINGS / REVISIONS NO DATE REVISION NAME Rev 1. MUNICIPAL REQUIREMENTS AND THOSE OF OTHER AUTHORITIES MUST BE ADHERED TO. 2. POSITIONS OF BOUNDARY PEGS TO BE CERTIFIED BY REGISTERED LAND SERVEYOR. ALL DIMENSIONS AND LEVELS ON THE BUILDING SITE TO BE CHECKED BY THE CONTRACTOR ON SITE BEFORE COMMENCING WORK AND ANY DISCREPANCIES TO BE REPORTED TO THE ARCHITECT IMMEDIATLY. 3. ANY FIGURED DIMENSIONS TO BE TAKEN IN PREFERENCE TO SCALED MEASUREMENTS AND LARGE SCALE DETAILS SUPERSEDE SMALL SCALE DRAWINGS. 4. ALL WORK TO BE DONE IN ACCORDANCE WITH THE NHBRC & NATIONAL BUILDING REGULATIONS SABS 10400 (1990)AND ALL REQUIREMENTS OF MUNICIPAL AND LOCAL AUTHORITIES CONCERNED, TO BE ADHERED TO. 5. ALL GLASS AREAS BIGGER THEN 1SQM AND AT A HIGHT LESS THEN 500MM FROM FFL TO BE 6MM SAFETY GLASS. 6. ALL CAVITIES BELOW FLOOR LEVEL TO BE FILLED WITH CONCRETE AND DPC'S TO BE STEPPED. 7. THE DESIGN ON THIS DRAWING IS THE PROPERTY OF THE ARCHITECTS AND COPYRIGHT THEREOF IS RESERVED BY THEM. 8.ALL STRUCTURE, FOUNDATIONS, STEEL TO BE SEPECIFIED BT ENGINEER 9.ALL STORMWATER AND SEWAGE TO BE CHECKED WITH ENGINEER AND PLUMBER. 10. BUILDING WORKS TO BE STRICTLY ACCORIDNG TO LATEST AND APPLICABLE NHBRC REGULATIONS. N.Kortenhoeven Sacap registration: Prarch 20708 Architect Signiture............................................................... Client Signiture.................................................................... 1 : 100 Plans 2018 - 15 Erf 3632 Palairos Trade Proprietary Ltd 09 - 06 - 18 NN LDS Type 2 - 100 - 0 LDS Rua Vista Ex 18 Deemed-to-satisfy requirements of SANS 10400: Structural System ~ Part B: *Structural Concrete according to SABS 0100 *Handrails according to SABS 0104 *Glazing according to SABS 0137 *Foundations according to SABS 0161 *Structural Steel according to SABS 0162 *Structural Timber according to SABS 0163 *Structural Masonry according to SABS 0164 The structural system of the building complies with the requirements of parts H, J, K, L, M or N of ANS 10400, or in the case of timber buildings with the requirements of SANS 10082 *All structure according to engineer specifications Dimensions~ Part C:The dimensions of any room or space are in accordance with the detailed requirements of SANS 10400-C Public Safety ~Part D:A change in level, the design of ramps and driveways, or access to swimming pools and swimming baths is in accordance with the detailed requirements of SANS 10400-D Site Operations~ Part F:The provision of sanitary facilities is in accordance with the detailed requirements of SANS 10400-F Excavations~ Part G: The excavation relating to a building is less than 3,0 m deep and is in accordance with the detailed requirements of SANS 10400-G Floors~ Part J: Floors in any laundry, kitchen, shower room, bathroom or room containing a toilet pan or urinal are in accordance with the detailed requirements of SANS 10400-J Part Slabs supported on the ground are in accordance with SANS 10400-B SANS 10400-H the detailed requirements of SANS 10400-J *All slabs according to engineer specifications Walls~Part K:The structural strength and stability of a wall is in accordance with SANS 10400-B and SANS 10400-T The detailed requirements of SANS 10400-K The roof fixing is in accordance with SANS 10400-B the detailed requirements of SANS 10400-K The water penetration through a wall is in accordance with the detailed requirements of SANS 10400-K Roofs~ Part L: Roof coverings and waterproofing systems are in accordance with the detailed requirements of SANS 10400-L Flat roofs or related gutters are in accordance with the detailed requirements of SANS 10400-L; or the subject of a rational design or rational assessment (or both) The roof assembly and any ceiling assembly, in addition to complying with the requirements of SANS 10400-C, are in accordance with the detailed requirements of SANS 10400-L and the roof assembly is supported on walls that comply with the requirements of SANS 10400-K in accordance with SANS 10400-B and SANS 10400-L Gutters and downpipes, if any, are sized in accordance with the requirements of SANS 10400- R The fire resistance and combustibility of the roof assembly or any ceiling assembly are in accordance with the detailed requirements of SANS 10400-L SANS 10400-T *All roofs according to Engineers and Manufactures specifications Stairways~Part M:Stairways are in accordance with SANS 10400-B and SANS 10400-T the detailed requirements of SANS 10400-M Walls, screens, railings or balustrades to such stairway are in accordance with the requirements of SANS 10400-B and SANS 10400-T SANS 10400-K and SANS 10400-T Glazing~ Part N:The type and fixing of glazing is in accordance with SANS 10400-B the detailed requirements of SANS 10400-N The selection of the glazing is in accordance with the detailed requirements of SANS 10400-N Lighting and ventilation~Part O: The lighting in a habitable room, bathroom, shower room and room containing a toilet pan complies with the requirements of SANS 10400- T and the detailed requirements of SANS 10400-O The ventilation is in accordance with the requirements of SANS 10400-T and is in accordance with the detailed requirements of SANS 10400-O Drainage~ Part P: The design of the drainage system is in accordance with the detailed requirements of SANS 10400-P Stormwater disposal~ Part R:The means for the control and disposal of stormwater is in accordance with the detailed requirements of SANS 10400-R Persons with disabilities~ Part S:The means for providing facilities for persons with disabilities is in accordance with the detailed requirements of SANS 10400-S Fire protection~ Part T:The fire protection measures provided are in accordance with the detailed requirements of SANS 10400-T Space heating~ Part V:The provision of space heating is in accordance with the detailed requirements of SANS 10400-V DRAINAGE all drainage to be in accordance with NBR all sewerdownpipes to be concealed in accessible ducts with access hatch CE and IE to be fitted before and after entering and exiting residence underground inspection eye's to all bends abd junctions suitably marked at ground level 70mm re-seal anti syphon two-way traps to all waste fittings all showers on floor to have brass traps all waste and soil pipes to fall min 1:40 accept otherwise indicated no bends or junctions of drain pipes to be under floor slabs all gulleys to be in an open space cleaning Eyes at every 25m intervals *PIPE SIZES soil pipes(SP), connected to vent pipes (VP)= 110mm diam. waste pipes (WP), connected to vent pipes (VP)= 50mm diam. SINKS= 38mm diam. baths (B) and showers (SH)= 50mm diam. WHB's = 38mm diam. NOTES: 1. Landscaping in accordance with HOA Guidelines. 2. External light not to interfere with neighbour. 3. Satelite to be in accordance with HOA Guidelines, 4. Roof tiles in accordance with HOA Guidelines. 5. Provide thresholds at entrances. 6. Geyser as per SABS 10254 GENERAL 1. Positions of boundary pegs to be certified by registered land surveyor. All levels, dimensions, steps etc., to be checked by the contractor on site, and all discrepancies to be reported to the Designer or Architect. 2. All materials to be approved by the SABS or agreement board. All work to comply with the NHBRC, the applicable SABS 0400-1990 codes & building society regulations. DRAINAGE. SINGLE STACK SYSTEM NB No backventing required 1. A Chemical temporary toilet for workmen to be provided before foundation excavations are inspected, in and inoffensive position and to be kept in an hygienic and oderless state. 2. All sewer to be 100 diameter pvc. minimum fall 1:60, maximum fall 1:10. Open end of ventpipe to be min. 2.0m above any opening into building within a 5m radius. Stub vents to be fitted with an approved 2-way vent-valve. 3. All bends and junctions in sewer to be fitted with i.e.'s all r.e.'s under paving to be fitted with marked covers. Drain under foundations to be protected and to comply with PP24. 4. All waste fittings to have seal traps and to be fully accessible if under floors, with i.e.'s each end, otherwise clamped to wall. 5. Any sewer pipe not deeper than 350mm under ground level (IL. -160mm) to be covered with a concrete slab, wide and strong enough to protect the sewer with min 100mm soil between pipe and concrete. 6. The radius at the center line of bend at the floor of the discharge stack shall be not less than 300mm & other bends 600mm. 7. The vertical distance between the invert of the lowest branch point of connection of the stack and drain to be min. 500mm. 8. Where any waste and soil branches are connected to stack the center line of the waste branch shall not intersect the stack within 200mm below the center line of the soil branch, all waste branches to connect separately to the stack. BRICKWORK & FOUNDATIONS 1. All loadbearing brickwork to be 280 cavity walls with brickforce provided every three layers. 2. DPC to be provided horizontally in walls & parapet, & vertical where there is a step in floor level. 3. DPC to be provided along windows, window sills as well as underneath the surface bed.. 4. Foundation sizes:To Engineers specification Loadbearing 280mm or 220mm thick brick walls 800x350 220mm thick brick walls 750x300 110mm thick brick walls 600x250 450mm thick brick walls and three storey's brickwork 900x350 5. Finished floor level to be min height of 150mm above finished ground level. WINDOWS AND DOOR SCHEDULE 1. All windows & doors to be aluminium and timber as per schedule. 2. All doors as described in door schedule on plan. Meranti doorframes for all internal doors. Teak Stain. 3. All glazing to comply with SANS 10400-N2008 - All sidelights and access doors, windows lower than 500mm from floor, windows lower than 1800mm above pitch line of stairs and shopfronts to be safety glass. STAIRS AND BALUSTRADES 1. Reinforced concrete staircase to engineers detail. 2. Treads min. 280mm 3. Risers max. 180mm 4. Balustrades 1000mm high with openings smaller than 100mm. FINISHES 1. 12mm gypsum Lafarge suspended ceiling Shadow Mould 15 Cornice 38x38mm brandering at 400 c/c. 2. 22mm Tongue and Groove meranti sprockets, stain uv Teak. 3. Smooth plaster on inside and outside. 4. Painting: internal ceilings:Skim, one filler coat and two coats of PVA. internal walls: Skim ,one filler coat and two coats PVA. external walls: Skim, one primer coat and two coats weather proof PVA exposed timber : two coats varnish. 9. Pipe Sizes: Gradient. (degrees) Max. Min. 40 dia : sinks, veg, basin, shower, whb 40 dia : bidet 50 dia : washing machine, bath, washtrough, dishwasher 100 dia : to toilets combined wastes to be min. 50mm and vents to toilets 100 dia. ROOF : SHEETING AND TRUSSES: Kliplok Dark Grey aluminum roof sheeting @3 degrees on 75 x50 mm purlins at 1000mm centres on 120 mm termocoustex fibre on Engineered 50 x228 SA Pine Rafters G5 spacer @ min 1m centres on 114 x 38 mm wallplate. Trusses to be fixed to hoop ties 8 courses below trusses to roofing specialist details and specifications Industrial grade aluminium foil radiant barrier with joints lapped 150mm, fixed over rafters with trusses (elsewhere specified) at 1 000mm centres SA Pine rafters fastened securily with 2 wires of 4mm dia (embedded at least 300mm in brickwork) with connection devices as per table L2, schedule 1, of the N.B.R. 1. Grade 4 timber sizes below: Grade Rafter Tiebeam Span to 4,7m 4 38x114 38x114 Span to 5,9m 4 38x114 38x114 Span to 7,2m 4 38x152 38x228 Span to 8,5m 6 38x114 38x152 Span to 10,0m 6 38x152 38x228 2. All web members to be at least 38x114, Grade 4 timber, with bays of equal lengths not greater than 1,5m 3. Approved bracing to be provided to prevent buckling and to keep trusses upright. 4. Flashings to all changes in rooflevels, chimneys, parapets and any other projections. 5. Valley and hip rafters to be Grade 6 50x230 S.A.Pine. 6. All laminated timber will comply with SABS 876. NOTES: Roof Truss System: 152X38mm Grade 6 S.A. Pine Tie- beams & rafts prefabricated duopitch truss systems with concrete tile roof covering designed in accordance with International Truss Systems and NBR and manufactured in accordance with ITC all conforming to the relevant SABS Codes of Practise, with pitch of 20° , and 400 mm overhang including all relevant bracing, hips and valley-sets, etc.114X38 mm S.A. Pine wall plate ROOF TO ENGINEER'S DESIGN Concrete Roof Tiles: size 420 x 332mm laid in straight bond with minimum 100mm headlap, fixed at a pitch of 20º with each tile fixed using non-corrosive nails to 38 x 50mm sawn softwood battens on edge at maximum 320mm centres, on 400 micron Marley under tile membrane with joints lapped 150mm, fixed over rafters with trusses (elsewhere specified) at 950mm centres to conform to NBR FINISHING PALETTE Renown Concrete Roof Tiles Charcoal Window and Door Frames Herringbone Paving Footprint Area Area of Flats Stairs and Ducts 170 m² 70m² x4 16 m² Area Schedule Balconies Patios Total Building Area 14 m² 14 m² 340m² 1 : 100 Roof Plan 1 1 : 100 First floor level 2 1 : 100 Ground floor Level 3