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Architecture Portfolio
This document contains architectural drawings and details for a proposed office block. It includes floor plans showing room layouts and dimensions, elevations of the building, and section drawings showing structural details. Notes provide information on compliance with building codes and regulations regarding structures, materials, lighting and ventilation, fire safety, and other requirements. Schedules list dimensions for stairways and other elements. The drawings and notes provide technical specifications and compliance details for the proposed office block design.
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Architecture Portfolio
- 1.
- 4. re. concrete beamplastered & painted, as per Strc. Eng details & specifications 220mm non-load bearing brick wall, plastered & painted as per Specialist details & specifications DETAIL A-1 precast reinforced concrete lintel. line of 10mm thick plaster,painted to architects approval drip joint precast reinforced concrete lintel. drip joint refer to door schedule re. concrete pad foundation as per Strc. Eng details & specifications, shown in dotted below Loadbearing brickwork in superstructure to be Corobrik Imperial NFX 14 MPa nominal compressive strength clay bricks in Class II mortar. Dulux Gloss Enamel alkyde paint (Colour : Ivory) to exterior cement plaster. Surface to be clean, dry and dust free with a moisture content of less than 15%.Prime surface with one coat Dulux Primer for New Plaster (Code: D192-0802) with an overcoating time of 18 hours, undercoat with one coat Dulux Universal Undercoat (Code: D196-0763) ith an overcoating time of 18 hours and finish with two coats Dulux Gloss Enamel (Code: D232-0734) with an overcoating time of 18 hours. Hard burned engineered foundation bricks concrete surface beds to SANS mark 952-1985 type C laid with minimum 150mm overlaps and sealed with Gunplas pressure sensitive tape. 75Ø timber handrail (colour: Ranier Oak D2242) fixed to upright baluster as per Specialist specifications. Baluster paint specification as per Structural Engineer - colour Gun Metal Grey. 20Ø painted galvanised mild steel rods welded to upright baluster as per Specialist specifications. Paint specification as per Structural Engineer - colour Gun Metal Grey. 30x65mm painted galvanised mild steel baluster welded to baseplate as per Specialist specifications. Paint specification as per Structural Engineer - colour Gun Metal Grey. 180mm thick post tensioned concrete slab as per Structural Engineer's specifications. plastered and painted concrete stair as per Finishes Schedule reinforced concrete stair as per Structural Engineer's specifications. 1st Floor Landing Halfway Landing 50 X 40 GMS hollow section ballustrade posts with 15x15 gms square pin joint fixed to concrete upstand beam and pin fixed hand rail all to engineers specification Riser : 170 Tread: 250 REVISIONS DATE NO. REVISION OWNER'S SIGNATURE 01/04 STRIP SECTIONS STUDIOWORK III PROPOSED OFFICE BLOCK KMY15 01 OCT 2014 PROJECT TITLE DRAWING TITLE PROJECT No. DRAWING No. SCALE DATEDESIGNED/DRAWN 1:20Y.SEWPERSAD THIS DRAWING IS THE COPYRIGHT INTERLECTUAL PROPERTY OF YOLANDA SEWPERSAD CANDIDATES CC. AND MAY NOT BE COPIED, SHARED OR REPRODUCED WITHOUT THE WRITTEN CONSENT. 21116563 STRIP SECTION A - A scale 1 : 20 STRIP SECTION B - B scale 1 : 20 PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCTPRODUCEDBYANAUTODESKEDUCATIONALPRODUCT PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT
- 5. re. concrete slabas per Strc. Eng details & specifications re. concrete pad foundation as per Strc. Eng details & specifications, shown in dotted below line of re. concrete column plastered & painted, as per Strc. Eng details & specifications 220mm non-load bearing brick wall, plastered & painted as per Specialist details & specifications specifications and details with plaster and paint finish as per finishes schedule 1000mm high balustrade in compliance with SANS 10400-D DETAIL C -1 precast reinforced concrete lintel. drip joint One layer Derbigum SP4 waterproofing membrane, with 75mm side laps and 100mm end laps, sealed to primed surface to falls and crossfalls by 'torchfusion' finished with two coats Roofcote beige acrylic paint. Waterproofing to be installed by an Approved Derbigum Contractor under a ten year guarantee. Screed laid to fall at 1:60 Saint Gobain Pipelines South Africa 100mm centre bolt vertical roof outlet with flat grate code 03805. 255mm thick concrete roof slab to engineers detail and specification. DETAIL C - 2 REVISIONS DATE NO. REVISION OWNER'S SIGNATURE 02/04 DETAILED SECTIONS STUDIOWORK III PROPOSED OFFICE BLOCK 27 OCT 2014 PROJECT TITLE DRAWING TITLE PROJECT No. DRAWING No. SCALE DATE DESIGNED/DRAWN 1:20/1:10 Y.SEWPERSAD THIS DRAWING IS THE COPYRIGHT INTERLECTUAL PROPERTY OF YOLANDA SEWPERSAD CANDIDATES CC. AND MAY NOT BE COPIED, SHARED OR REPRODUCED WITHOUT THE WRITTEN CONSENT. KMY15 and details with plaster and paint finish as per finishes schedule STRIP SECTION C - C scale 1 : 20 DETAIL C -2 scale 1 : 10 PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCTPRODUCEDBYANAUTODESKEDUCATIONALPRODUCT PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT
- 6. Line of re.concrete column plastered & painted as per Strc. Eng. details & specifications Colour : White per Specialist details & specifications Colour : Gun Metal Grey (RAL 9006) as per Specialist details & specifications Colour : Gun Metal Grey (RAL 9006) Glazed aluminium shopfront with top hung openings & waterproofing, to be powder coated as per Specialist details & specifications Colour : Gun Metal Grey (RAL 9006) 600x600mm non-slip porcelain tiles laid on 20mm thick screed laid to fall, with expansion joints as per Specialist details details & specifications Colour : White Re. concrete slab as per Strc. Eng details & specifications 12mm plaster to be skimmed to a smooth surface & to painted as per Specialist details & specifications Colour : White REVISIONS DATE NO. REVISION OWNER'S SIGNATURE 03/04 DETAILED SECTIONS STUDIOWORK III PROPOSED OFFICE BLOCK 27 OCT 2014 PROJECT TITLE DRAWING TITLE PROJECT No. DRAWING No. SCALE DATE DESIGNED/DRAWN 1:10 Y.SEWPERSAD DETAIL A-1 scale 1 : 10 DETAIL C-1 scale 1 : 10 THIS DRAWING IS THE COPYRIGHT INTERLECTUAL PROPERTY OF YOLANDA SEWPERSAD CANDIDATES CC. AND MAY NOT BE COPIED, SHARED OR REPRODUCED WITHOUT THE WRITTEN CONSENT. KMY15 PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCTPRODUCEDBYANAUTODESKEDUCATIONALPRODUCT PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT
- 7. 900 1800 900 450 2700 2100 2100 860 1730 860 600 2100 600 1200 1500 600 2100 800 600 1200 2100 2700 900900 900 2100 1500 450 2100 900 REVISIONS DATE NO.REVISION OWNER'S SIGNATURE 04/04 SCHEDULES STUDIOWORK III PROPOSED OFFICE BLOCK KMY15 27 OCT 2014 PROJECT TITLE DRAWING TITLE PROJECT No. DRAWING No. SCALE DATEDESIGNED/DRAWN 1:100Y.SEWPERSAD NOTES IN RESPECT OF S.A. STANDARD CODE OF PRACTICE FOR THE APPLICATION OF THE NATIONAL BUILDING REGULATIONS (N.B.R.) SANS 10400 PART D - PUBLIC SAFETY ALL BALUSTRADES TO COMPLY WITH PART DD2 PART M - STAIRWAYS DIMENSIONS OF STAIRWAYS TO BE IN ACCORDANCE WITH MM2 & BALUSTRADES TO COMPLY WITH MM3 PART N - GLAZING ALL GLAZING TO COMPLY WITH PART N-N.B.R. PART 0 - LIGHTING AND VENTILATION ALL AREAS TO BE ARTIFICIALLY LIT IN COMPLIANCE WITH 006, OFFICES & OTHER HABITAL ROOMS MIN. 350lux, TOILETS 160lux ALL AREAS TO BE MECHANICALLY VENTILATED IN ACCORDANCE WITH 007 - FRESH AIR TO BE SUPPLIED AT A RATE OF 7,5l/s/p & TO BE UNIFORMALLY DISTRIBUTED THROUGHOUT HABITAL AREAS. AIR VELOCITY NOT TO EXCEED 0,5m/s TO OFFICES & SHOPS PART S - FACILITIES FOR DISABLED PERSONS RAMPS TO BE PROVIDED IN ACCORDANCE WITH SS2 TOILET FACILITIES TO BE PROVIDED IN ACCORDANCE WITH SS5 PARKING BAYS TO COMPLY WITH SS8 SIGNAGE TO COMPLY WITH SS9 PART U - REFUSE DISPOSAL REFUSE AREA TO BE CONSTRUCTED & PROVIDED WITH HOSE, BIBTAP & SUMP PART T - FIRE PROTECTION OCCUPANCY CLASSIFICATION TO COMPLY WITH B2 &F2 ALL MATERIALS TO COMPLY WITH TT5 ALL STRUCTURAL ELEMENTS AND COMPONENTS TO COMPLY WITH TT7. LL OPENINGS TO BE PROTECTED IN COMPLIANCE WITH TT10 ALL ACCESS DOORS TO EMERGENCY ROUTES TO BE SABS CLASS B 2 HOUR RATED. DOORS FIT WITH SELF-CLOSING DEVICE TT10.4 & LOCKS IN ACCORDANCE WITH TT19.9. ALL CEILING MATERIALS TO COMPLY WITH TT13 ALL FLOOR COVERINGS TO COMPLY WITH TT14 ALL WALL FINISHES TO COMPLY WITH TT15 LOCKS TO ESCAPE AND ACCESS DOORS TO COMPLY WITH TT19.9 STAIRWAYS FORMING ESCAPE ROUTES TO COMPLY WITH TT23 ALL OPENINGS IN FLOORS TO COMPLY WITH TT26 SIGNAGE TO BE PROVIDED IN ACCORDANCE WITH TT29,TT32, TT55.4 & TT55.5 EMERGENCY ROUTES TO BE LIT IN ACCORDANCE WITH TT30 - DESIGNED BY PROF. ENGINEER & CERTIFIED ON COMPLETION FIR DETECTION AND ALARM SYSTEM TO BE PROVIDED IN ACCORDANCE WITH TT31 - TO BE CERTIFIED BY PROFESSIONAL SPRINKLER SYSTEM TO BE PROVIDED IN ACCORDANCE WITH TT33/36 FIRE RETICULATION TO COMPLY WITH TT33 & WW5 HYDRANTS TO BE PROVIDED IN ACCORDANCE WITH TT35 PORTABLE FIRE EXTINGUISHES TO BE PROVIDED IN ACCORDANCE WITH TT37 ANY ACCESSIBLE CONCEALED SPACE WITH A MAX. DIMENSION OF 5M TO BE FIRE STOPPED IN ACCORDANCE WITH TT39 SERVICE PIPES, CONDUITS AND SLEEVES TO COMPLY WITH TT41 OCCUPANCY : OFFICE - G1 STORAGE - J3 FIRE HOSE REELS TO COMPLY WITH TT37 25mm dia. WATER SUPPLY TO ALL FIRE PROTECTION COMPONENTS 3% ROOF VENTILATION TO BE PROVIDED TO N.B.R. MAX. HEIGHT OF STORAGE = 3M DRAINAGE NOTES - ALL WORK IS TO COMPLY TO SANS 10400 - HEAD OF DRAIN IS TO BE VENTED - ANY DAMAGED FITTINGS TO BE REPLACED - ALL GULLEY SURROUNDS & MANHOLE COVERS TO BE 75 mm ABOVE GROUND LEVEL - SEWER MANHOLES TO BE EXPOSED BEFORE COMMENCING WORK AND ADJUST LEVELS ACCORDINGLY - IE'S TO ALL BENDS AND JUNCTIONS - SOIL PIPES TO BE 110 diameter PVC - SEWER UNDER BUILDINGS TO BE 110 mm UPVC RIBBED PTPE - ANCHOR BLOCKS TO BE USED WHEN GRADIENTS EXCEED 1:5 FLASHING TO COMPLY WITH PART LL5.2 TWO COURES OF BRICKWORK TO BE REINFORCED WITH BRICKFORCE BELOW WALL PLATE LEVEL, ABOVE WINDOW HEAD HEIGHT & BELOW WINDOW CILL LEVEL. EXTERNAL FACE OF INNER SKIN OF ALL EXTERNAL WALLS TO BE BAGGED AND WATERPROOFED WITH TWO COATS OF BITUMEN PAINT. 6.4 mm GYPSUM CEILING BOARDS FIXED TO 38 X 38 BRANDERING AT MAX 300mm CENTRES BOTH WAYS. 375 mic DPC TO BE PROVIDED TO WALLS AT SLAB LEVEL AND UNDER ALL CILLS. CONTRACTOR TO ENSURE THAT NO CHANGES IN LEVELS ARE MADE OVER LOCAL AUTHORITY SERVITUDES OR UNDER GROUND SERVICES UNLESS PERMISSION HAS BEEN GIVEN IN WRITING BY THE LOCAL AUTHORITY. ANY DISCREPANCIES AND OMISSIONS ARE TO BE BROUGHT TO THE ARCHITECTS ATTENTION IMMEDIATELY. IF ON EXCAVATION THE SITE IS FOUND TO CONTAIN EXPANSIVE CLAY, SHALE, GROUND WATER OR OTHER SUSPECT SOIL CONDITIONS : THEN ALL FOUNDATIONS ARE TO BE BUILT TO PROFESSIONAL ENGINEERS DETAILS & UNDER HIS SUPERVISION. NOTE: ALL DIMENSIONS - LEVELS ETC. ARE TO BE VERIFIED ON SITE PRIOR TO ANY WORK BEING PUT IN HAND AND TO REPORT ANY DECREPANCIES IMMEDIATELY TO THE ARCHITECT.ALL MATERIALS AND LABOUR PRACTICE IS TO COMPLY WITH PART-B OF SANS 10400 AND NATIONAL BUILDING REGULATIONS.THIS DRAWING OR ANY PORTION THEREOF IS RESERVED BY THE ARCHITECT AND MUST NOTBE RE-PRODUCED IN ANY FORM WITHOUT CONSENT SUB-FLOOR AND FOUNDATION TRENCHES TO BE POISONED WITH "CLORODANE" SOLUTION IN ACCORDANCE WITH SABS CODES OF PRACTICE BY SPECIALIST. GENERAL NOTES ALL WORK TO COMPLY WITH SANS 10400. CORNER BEACONS TO BE LOCATED AND EXPOSED BEFORE WORK ON SITE COMMENCES.CONTRACTOR TO CHECK ALL DIMENSIONS AND LEVELS (SCHEDULES AND DETAILS) BEFORE THE RELEVANT WORK IS PLACED IN HAND AND REPORT ANY DISCREPANCIES TO THE ARCHITECT. ALL WRITTEN DIMENSIONS TO BE TAKEN IN PREFERENCE TO SCALING. SOIL TO BE WELL COMPACTED BEHIND IN LAYERS NOT EXCEEDING 150 mm. ALL FOUNDATIONS TO BE TAKEN BELOW NATURAL GROUND LEVEL. NO BACK FILLING OF OVER EXCAVATED AREAS WILLBE PERMITTED. THE CONTRACTOR IS TO INSPECT THE OFFICIAL APPROVED COPIES OF THE DRAWINGS TO ENSURE THAT ALL AMENDMENTS HAVE BEEN TAKEN INTO ACCOUNT .THE ATTENTION OF THE OWNER/CONTACTORIS DRAWN TO THE FACT THAT CHANGERS TO THE PLAN&/OR SPECIFICATION AFTER OFFICIAL APPROVAL IS LIKELY TO INVALIDATE THAT APPROVAL. ALL EARTHWORKS TO BE CONTAINED WITHIN SITE BOUNDARIES & WITHIN 1.0 m OF ANY of ANY BOUNDARY.BANKS TO BE CUT AT A MAXIMUM OF 26 degrees. NATURAL GROUND LINE IN APPROXIMATE POSITION ONLY & NO CLAIM CAN BE MADE FOR ANY DISCREPANCIES ON SITE. SCHEDULE OF AREAS SITE AREA 14.450 sq.m. ZONING COMMERCIAL COVERAGE 0.039% OF 13773 P R O P O S E D W O R K PARKING REQUIREMENT/PROVISION F.A.R GROUND AREA 274.94 F.A.R FIRST FLOOR AREA 274.94 F.A.R ROOF AREA 274.94 TOTAL F.A.R 824.82 INDUSTRIAL - 1 Loading bay/1000sq.m (G.L.A.) OFFICES - 1 bays/100sq.m. (G.L.A.) THIS DRAWING IS THE COPYRIGHT INTERLECTUAL PROPERTY OF YOLANDA SEWPERSAD CANDIDATES CC. AND MAY NOT BE COPIED, SHARED OR REPRODUCED WITHOUT THE WRITTEN CONSENT. FLOOR FINISH: ABLUTIONSMOSAIC TILES LOCATION: SPECIFICATION: PREPARE SHOWER FLOORS TO RECEIVE NEW 50 x 50mm MOSAIC TILES TO LATER SPECIFICATION. SHOWER FLOOR TILING TO BE FLUSH WITH BATHROOM FLOOR TILING AND TO FALL TO CENTRAL SHOWER DRAIN AND BRASS SHOWER TRAP (SHOWER FLOOR TO BE RECESSED +-30mm LOWER THAN BATHROOM FLOOR SLAB TO ACCOMMODATE THE FALL OF THE SHOWER FLOOR TILES) SHOWERS TO BE WATERPROOFED WITH TAL SUPERFLEX 1 AS PER MANUFACTURERS SPECIFICATIONS. TILING MATERIALS AND INSTALLATION METHODS (BACKGROUND, ADHESIVES, GROUT AND MOVEMENT JOINTS TO BE IN STRICT ACCORDANCE WITH TILING SPECIFICATION DRAWING NUMBER 0027-06-500t, 0027-06-500u AND DRAWING NUMBER 0027-06-500v IN THIS FINISHES SCHEDULE. LOCATION: FLOOR FINISH: FLOOR FINISH: LOCATION: SPECIFICATION: SPECIFICATION: PREPARE FLOOR TO RECEIVE NEW 330 x 330mm GRADE 1 CERAMIC TILES CODE: AG 705 , COLOUR: BEIGE BY TILE AFRICA (PHONE: YVONNE DALTON 082 455 1343). ALL TILES TO BE FROM THE SAME BATCH GROUT: 5mm JOINT, COLOUR: LIGHT GREY MOVEMENT JOINTS: SURESTRIP 'SUPVCMJ10' 10mm PVC MOVEMENT JOINTS, FITTED WITH 6mm WIDE LIGHT GREY COLOUR POLYURETHANE INFILL TO SUIT TILING, FIXED AS PER MANUFACTURER'S SPECIFICATIONS. TILING MATERIALS AND INSTALLATION METHODS (BACKGROUND, ADHESIVES, GROUT AND MOVEMENT JOINTS TO BE IN STRICT ACCORDANCE WITH SPECIFIC SPECIFICATION DRAWING NUMBER ...... PREPARE FLOOR TO RECEIVE MINIMUM 20mm THICK SAND/ CEMENT SCREED , COMPRISING ONE PART CEMENT TO FIVE PARTS SAND. SCREED TO FALL TO FULLBORE OUTLETS ROOFSCREED FLOOR FINISH: SPECIFICATION: PREPARE POWERFLOATED FLOOR SLAB, UNPOLISHED AND UNTREATED, TO RECEIVE NEW 300 x 300mm NON SLIP PORCELAIN TILES CODE: DARC 3211 YD , COLOUR: BEIGE WITH 300 x 300mm NON SLIP PORCELAIN TILE CODE: DARC 3213 YD, COLOUR: CHARCOAL AS INDICATED ON DETAIL PLANS 2277-01-200-304-C, ALL AS SUPPLIED BY FERREIRAS DECOR WORLD OFFICESNON SLIP PORCELAIN TILES RECEPTION AREASCERAMIC TILES LOCATION: FINISHES SCHEDULE VAAL SANITARYWARE TUSCANY WHITE VITREOUS CHINA CLOSE COUPLED WASHDOWN SUITE PUSH-BUTTON TOP DUAL FLUSH CISTERN (PRODUCT CODE 711139) INCLUDING LID AND FITMENTS, WITH PURPOSE-MADE DOUBLE FLAP WOODEN SEAT (PRODUCT CODE 8606Z0 "TUSCANY") . COBRA WATERTECH CAPSTAN 15MM UNDERTILE STOPTAP WITH SLIDING WALL FLANGE IN CHROME CODE (CS-228-15CP). VAAL SANITARYWARE 510 X 405MM HIBISCUS WHITE VITREOUS CHINA LAVATORY BASIN (CODE : 7023) WITH ONE TAPHOLE INCLUDING INTEGRATED OVERFLOW AND CHAINSTAY HOLE, BOLTED TO WALL WITH TWO X 10MM BOLTS (PRODUCT CODE 8448Z0) AND INCLUDING CLASSIC FLOOR MOUNTED PEDESTAL (PRODUCT CODE 7150). COBRA WATERTECH CAPSTAN 15MM ONE TAP HOLE BASIN MIXER WITH CAST FIXED OUTLET, POP-UP WASTE, MOUNTING KIT AND ANGLE VALVES IN CHROME CODE (CS-293CP). PLUMBCRAZY RUBBER 40 X 40MM PLAIN P-TRAP (CODE YA4). PLEXICOR BAR 100W POLISHED STAINLESS STEEL WALL MOUNTED HEATED TOWEL RAIL, OVERALL SIZE 550 X 700MM HIGH WITH 9NO. STRAIGHT CROSSBARS, PLUGGED AND SCREWED TO WALL USING STAINLESS STEEL SCREWS AND CONNECTED TO 230V ELECTRICAL POINT. POSITION TO BE CONFIRMED BY ARCHITECT PRIOR TO FIXING FRANKE QUINLINE MODEL QLX621-120 GRADE 304 18/10 POLISHED STAINLESS STEEL INSET SINK WITH DRAINER ON LEFT HAND SIDE (CODE: 820008), SIZE 1200 X 500MM WIDE WITH TWO 410 X 343 X 167MM DEEP AND 315 X 324 X 152MM DEEP BOWLS, FITTED ONTO SCULLERY COUNTER INCLUDING 90MM WASTE FITTINGS (CODE: 300651) AND PVC TRAPS. SINK COVERED WITH PROTECTIVE PLASTIC COATING WITH 25 YEAR GUARANTEE AGAINST CORROSION. (CONFIRM THAT DRAINER IS ON LEFT HAND SIDE OF SINK PRIOR TO PLACING ORDER) INCLUDE PLUG AND CHAIN. COBRA WATERTECH STRATA SINGLE LEVER 15MM CHROME SINGLE TAP HOLE SINK MIXER WITH TUBULAR SWIVEL OUTLET, MOUNTING KIT AND ANGLE VALVES (CODE: SA-870), MANUFACTURED IN ACCORDANCE WITH SANS 1480:2005 (BS EN 1286). QUANTITY: SPECIFICATION: 6ABLUTIONS SANITARY SCHEDULE LOCATION: LOCATION: LOCATION: LOCATION: FITTING DESCRIPTION: WC QUANTITY: 10ABLUTIONS FITTING DESCRIPTION: WHB QUANTITY: 8ABLUTIONS FITTING DESCRIPTION: RAILS( PARAPLEGIC) QUANTITY: 3KITCHEN AND TEA AREA FITTING DESCRIPTION: SINK SPECIFICATION: SPECIFICATION: SPECIFICATION: 21116563 DISABLED VAAL SANITARYWARE TUSCANY WHITE VITREOUS CHINA CLOSE COUPLED WASHDOWN PUSH-BUTTON TOP DUAL FLUSH CISTERN (PRODUCT CODE 711139) INCLUDING LID AND FITMENTS, WITH PURPOSE-MADE DOUBLE FLAP WOODEN SEAT (PRODUCT CODE 8606Z0 "TUSCANY") . COBRA WATERTECH CAPSTAN 15MM UNDERTILE STOPTAP WITH SLIDING WALL FLANGE IN CHROME CODE (CS-228-15CP). QUANTITY: SPECIFICATION: 4ABLUTIONSLOCATION: FITTING DESCRIPTION: WC(PARAPLEGIC) PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCTPRODUCEDBYANAUTODESKEDUCATIONALPRODUCT PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT
- 9. SECTION B -B LOUNGE existing 'marseilles tiled roof PROPOSED ADDITIONS AND ALTERATIONS TO DWELLING LOT 203 MT. EDGECOMBE AT 10 RYDER DRIVE FOR MR & MRS HARRIPERSADH ON NORTH EAST ELEVATION SOUTH WEST ELEVATION SOUTH EAST ELEVATION match existing building with cap and base. tiled roof and gable detail to match existing building. SECTION A - A CONTRACTER TO ENSURE THAT NO CHANGES IN LEVELS ARE MADE OVER LOCAL AUTHORITY SERVITUDES OR UNDER GROUND SERVICES UNLESS PERMISSION HAS BEEN GIVEN IN WRITING BY THE LOCAL AUTHORITY. ANY DISCREPANCIES AND OMISSIONS ARE TO BE BROUGHT TO THE ARCHITECTS ATTENTION IMMEDIATLY. IF ON EXCAVATION THE SITE IS FOUND TO CONTAIN EXPANSIVE CLAY, SHALE, GROUND WATER OR OTHER SUSPECT SOIL CONDITIONS : THEN ALL FOUNDATIONS ARE TO BE BUILT TO PROFESSIONAL ENGINEERS DETAILS & UNDER HIS SUPERVISION. ROOF NOTES ROOF TILES TO MATCH EXISTING HOUSE OR CLAY TILES ON 38 x 38 BATTENS ON 250 MICRONS UNDERLAY ON GANGNAIL PLATED TIMBER TRUSSES DESIGNED AND CERTIFIED BY ENGINEER WITH 17 degree PITCH UNLESS OTHERWISE SPECIFIED AT 740 CENTERS WITH TRUSSES FIXED USING GALVANIZED HOOP IRON METAL STRAPS TIED DOWN SIX COURSES INTO BRICKWORK DRAINAGE NOTES - ALL WORK IS TO COMPLY TO SANS 10400 - HEAD OF DRAIN IS TO BE VENTED - ANY DAMAGED FITTINGS TO BE REPLACED - ALL GULLY SURROUNDS & MANHOLE COVERS TO BE 75 mm ABOVE GROUND LEVEL - SEWER MANHOLES TO BE EXPOSED BEFORE COMMENCING WORK AND ADJUST LEVELS ACCORDINGLY - IE'S TO ALL BENDS AND JUNCTIONS - SOIL PIPES TO BE 110 diameter PVC - SEWER UNDER BUILDINGS TO BE 110 mm PVC RIBBED PIPE - ANCHOR BLOCKS TO BE USED WHEN GRADIENTS EXCEED 1:5 GENERAL NOTES ALL WORK TO COMPLY WITH SANS 10400. CORNER BEACONS TO BE LOCATED AND EXPOSED BEFORE WORK ON SITE COMMENCES. CONTRACTOR TO CHECK ALL DIMENSIONS AND LEVELS (SCHEDULES AND DETAILS) BEFORE THE RELEVANT WORK IS PLACED IN HAND AND REPORT ANY DISCREPANCIES TO THE ARCHITECT. ALL WRITTEN DIMENSIONS TO BE TAKEN IN PREFERENCE TO SCALING. SOIL TO BE WELL COMPACTED BEHIND IN LAYERS NOT EXCEEDING 150 mm. ALL FOUNDATIONS TO BE TAKEN BELOW NATURAL GROUND LEVEL. NO BACK FILLING OF OVER EXCAVATED AREAS WILL BE PERMITTED. FIBRE CEMENT BARGE AND FASCIA BOARDS , PVC GUTTERS & DOWN-PIPES ALL TO MATCH EXISTING HOUSE WHERE POSSIBLE AND TO BE FIXED IN ACCORDANCE WITH MANUFACTURES SPECIFICATIONS OVERHANG TO MATCH EXISTING HOUSE OR 3 TILE OVERHANG FLASHING TO COMPLY WITH PART LL5.2 TWO COURSE OF BRICKWORK TO BE REINFORCED WITH BRICKFORCE BELOW WALL PLATE LEVEL, ABOVE WINDOW HEAD HEIGHT & BELOW WINDOW SILL LEVEL. EXTERNAL FACE OF INNER SKIN OF ALL EXTERNAL WALLS TO BE BAGGED AND WATERPROOFED WITH TWO COATS OF BITUMEN PAINT. 6.4 mm GYPSUM CEILING BOARDS FIXED TO 38 X 38 BRANDERING AT MAX 300mm CENTERS BOTH WAYS. 375 mic DPC TO BE PROVIDED TO WALLS AT SLAB LEVEL AND UNDER ALL SILLS. THE CONTRACTOR IS TO INSPECT THE OFFICIAL APPROVED COPIES OF THE DRAWINGS TO ENSURE THAT ALL AMENDMENTS HAVE BEEN TAKEN INTO ACCOUNT . THE ATTENTION OF THE OWNER/CONTACTOR IS DRAWN TO THE FACT THAT CHANGERS TO THE PLAN &/OR SPECIFICATION AFTER OFFICIAL APPROVAL IS LIKELY TO INVALIDATE THAT APPROVAL. ALL EARTHWORKS TO BE CONTAINED WITHIN SITE BOUNDARIES & WITHIN 1.0 m OF ANY of ANY BOUNDARY. BANKS TO BE CUT AT A MAXIMUM OF 26 degrees. NATURAL GROUND LINE IN APPROXIMATE POSITION ONLY & NO CLAIM CAN BE MADE FOR ANY DISCREPANCIES ON SITE. SUB-FLOOR AND FOUNDATION TRENCHESTO BE POISONED WITH "CLORODANE" SOLUTION IN ACCORDANCE WITH SANS CODES OF PRACTICE BY SPECIALIST. NOTE: ALL DIMENSIONS - LEVELS ETC. ARE TO BE VERIFIED ON SITE PRIOR TO ANY WORK BEING PUT IN HAND AND TO REPORT ANY DECREPANCIES IMMEDIATELY TO THE ARCHITECT ALL MATERIALS AND LABOR PRACTICE IS TO COMPLY WITH PART-B OF SANS 10400. AND NATIONAL BUILDING REGULATIONS new roof and tiles to match existing aluminum gutters and downpipes NEW PATIO covered CLIENTS SIGNATURE DATE CROSSMOOR TEL./FAX. 031-4093357 MOBILE: 082 3227362 375 CROSSMOOR DRIVE CHATSWORTH . DURBAN . 4092 PR.NO. ST-20559 (S.A.C.A.P) KZ-NIA (affiliate) DRAWN PROJECT NO DRAWING NO DATE DESIGN SCALE r a j e s h ASHARAM A R C H I T E C T U R E 1:100/500 CHECKED Author/ Architect Drawing Title R. ASHARAM R. ASHARAM PLANS/ ELEVATIONS 13 July 2012 Project TRUE NO RTH strong summer winds winter rain & winds su n ris e su n se t Y. SEWPERSAD existing concrete floor to patio to take non-slip terra-cotta tiles line of existing roof truss to lounge to remain, remove eaves overhang & extend new roof over patio with tiles to match existing house and down-pipes. NEW PATIO covered D 001 EN-SUITE PASSAGE 100mm concrete slab reinforced with BRC mesh (ref 193) on plastic underlay in well compacted soil. 230x700 tiled roof existing roof balau timber walkway by specialists. columns to detail. tiled roof to match existing. line of existing roof to lounge to remain, remove eaves overhang & extend new roof over patio with tiles to match with aluminum gutters and down-pipes. Roof tiles on 38x38 battens on 250 microns plastic underlay on pre-fabricated trusses (gangnailed) on 114x38mm wall plates tied down at least 8 courses into brickwork Roof tiles on 38x38 battens on 250 microns plastic underlay on pre-fabricated trusses (gangnailed) on 114x38mm wall plates tied down at least 8 courses into brickwork NOTES Safety glazing to be in accordance with SANS 10400 code of practice - the installation of glazing in buildings. Typical safety glazing materials are : Toughened glass and laminated safety glass conforming to SANS 10400. All Safety glass must be marked - if it is not marked, it is not safety glass Where any bath enclosure or shower cubicle is constructed of glass, such material must be glazed with safety glass. existing concrete slab . new 'french doors' with cottage pane insets, plaster band surround, painted with all details to comply with 'meccema 1' general design controls existing concrete strip footings new 75mm concrete (20mpa)with brc mesh reinf. with screeds to fall with non-slip terra-cotta tiles to match existing existing building with cap and base. existing 'marseilles tiled roof existing 'marseilles tiled roof existing 'marseilles tiled roof existing roof and tiles to be re-adjusted new powder-coated aluminum 'sliding doors' with cottage pane insets, plaster band surround, painted with all details to comply with 'meccema 1' general design controls NOTE All work and details to comply with 'MECCEMA 1' design and development guidelines. 100.000 wall plate 102.850 LOT 204 RYDER DRIVE existingsewerpipe CARTGATECLOSE site boundary 13500 site boundary 36500 site boundary 4350 siteboundary47000 site boundary 47000 siteboundary13500 siteboundary51000 existing sewer pipe LOT 202 LOT 203 EXISTING GARAGE AND OUT BUILDING r.e r.e r.e EXISTING DWELLING PROPOSED DRIVEWAY LOT 203 existingsewerpipe existing tree existing tree proposed work proposed work proposed work existing driveway to be demolished and re-located as shown existing tree existing tree proposed driveway to match existing finish 101.500 98.500 98.300 99.500 100.000 laundry dry line area 2x visitor parking 7500 building line 7500buildingline 3000 building line 3000buildingline 100.000 top of ground floor wall plate 102.850 wall plate 102.850 100.000 top of ground floor wall plate 102.850 100.000 top of ground floor wall plate 102.850 100.000 top of ground floor W 001 W 004 D 002 D 001 W 001 W 002 D 001 W 001 W 002 D 004 W 008 NORTH WEST ELEVATION existing roof and tiles to be re-adjusted over new laundry and entertainment area with Roof tiles on 38x38 battens on 250 microns plastic underlay on pre-fabricated trusses (gangnailed) on 114x38mm wall plates tied down at least 8 courses into brickwork new powder-coated aluminium 'sliding doors' with cottage pane insets, plaster band surround, painted with all details to comply with 'meccema 1' general design controls garden stub-wall with plaster-band surround, painted with all details to comply with 'meccema 1' general design controls position of satellite. existing chimney stack 100.000 top of ground floor wall plate 102.850 D 003 W 006 W 007 W 009 W 003 existing tree KITCHEN DINNING ROOM GUEST BEDROOM EN-SUITE LOUNGE NEW ENTERTAINMENT AREA BATHROOM MASTER BEDROOM exist. bedroom to new WALK IN CUPBOARD PATIO BEDROOM NEW LAUNDRY folding / stack doors 15250 230582020001203750230120 25620 2410 230 5150 230 2760 230 3100 120 2910 120 4000 120 4030 230 19180 230328015102302301370501022026101590230420230 23240 410 3460 230 3810 330 3680 2301790 440 3720 1160 230 5300 230230 PASSAGE A W 001 W 002 W 003 W 004 W 005 W 006 W 007 W 008 D 001 D 003 D 004 TO EXISTIN G SEWER CONNECTIO N TO EXISTIN G SEWER CONNECTIO N engineers detail SEMI-COVERED WALKWAY NEW PATIO GUEST W.C. 6302580 B B column to engineers detail folding / stack window folding / stack window to engineers detail exist columns 420 column to engineers detail r.e r.e EX. PATIO NEW PATIO stub wall overhead beam gully gully GROUND FLOOR PLAN fit new sliding doors and windows exist. water feature remove door and brick up opening fit new door and make good new 'french doors' with cottage pane insets, plaster band surround, painted with all details to comply with 'meccema 1' general design controls window seat D 002 exist columns up step up existing rwdp existing rwdp existing rwdp existing rwdp existing rwdp existing rwdp W 009 410 2440 410 1510 4101510410 960420450042027504204240530119020001190570 30041045004102780410 8820 Roof tiles on 38x38 battens on 250 microns plastic underlay on pre-fabricated trusses (gangnailed) on 114x38mm wall plates remove stub wall A NEW GAZEBO stub wall stub wall 1000 3000 SITE PLAN scale 1 : 500 CLOSET 01/3
- 10. GROUND FLOOR PLAN EXIST.GARAGE NEWKITCHEN NEW DINING NEW LOUNGE EXISTING LAUNDRY 21440 2880 22290 37006810 17440 2880200016802400150012004706002210 23060802302440120100012017001202680230 2000380900150900 230230 230347023050801201160230 2500 2080420 2500 2080420 10510 37006810 60015005509004205160420 150 230676019601330230 230 65024006506810 column to engineers detail column to engineers detail column to engineers detail column to engineers detail beam above PATIO open to sky PATIO 5710920200063102500 2380250014305710920 10510 37006810 2301200250120082031090020015009901500200900310 21440 2000 10510 37006810 1800 650 1860 600 2500 600 420 column to engineers detail column to engineers detail column to engineers detail column to engineers detail beam above beam above beam above new 'french doors' with cottage pane insets, plaster band surround, painted with all details to comply with 'meccema 1' general design controls 2080420 126024004400250023802500 2080230443012064202302000 2301200120239031201103120230 230120043409003803230230 6501860 4203580 4000 3580420 4000 21440 new 'french doors' with cottage pane insets, plaster band surround, painted with all details to comply with 'meccema 1' general design controls FIRST FLOOR PLAN 2501200570 840900950 W 006 W 004 W 007 W 008 W 009 W 012 W 003 W 005 D 003 D 004 D 001 W 001 W 002 CAR-PORT below remove wall remove wall remove wall 3170420 4000 230631018001102100230690230 D 002 1120120 W 013 A A rwdp rwdp rwdp rwdp rwdp rwdp rwdp rwdp 420 COVERED WALKWAY 11780 PROPOSED ADDITIONS AND ALTERATIONS TO DWELLING LOT 203 MT. EDGECOMBE AT 10 RYDER DRIVE FOR MR & MRS HARRIPERSADH ON CLIENTS SIGNATURE DATE CROSSMOOR TEL./FAX. 031-4093357 MOBILE: 082 3227362 375 CROSSMOOR DRIVE CHATSWORTH . DURBAN . 4092 PR.NO. ST-20559 (S.A.C.A.P) KZ-NIA (affiliate) DRAWN PROJECT NO DRAWING NO DATE DESIGN SCALE r a j e s h ASHARAM A R C H I T E C T U R E 1:100 CHECKED Author/ Architect Drawing Title R. ASHARAM R. ASHARAM PLANS 14:08:2012 Project Y. SEWPERSAD 242050604080 420 5100 420 5120 420 300 420420 ENTRANCE TRUE NO RTH strong summer winds winter rain & winds su n ris e su n se t CAR-PORT double volume beam above beam above EXIST. OUTBUILDING ----------------- TOTAL PROPOSED WORK GROUND FLOOR STAIRWELL CAR-PORT ----------------- TOTAL FIRST FLOOR LOUNGE/ BEDROOM & ----------------- TOTAL EXIST. COVERAGE NEW COVERAGE ----------------- TOTAL EXIST. F.A.R. PROPOSED F.A.R. ----------------- TOTAL F.A.R. TOTAL F.A.R (OUTBUILDING & TOTAL COVERAGE (OUTBUILDING 40002500129402000 SCHEDULE OF AREAS SITE AREA ALLOWED COVERAGE ALLOWED F.A.R. EXISTING MAIN-BUILDING PROPOSED WORK LAUNDRY ENTERTAINMENT AREA PATIO TO LAUNDRY PATIO TO MASTER BEDROOM PATIO TO DINING & LOUNGE ----------------- TOTAL EXIST. COVERAGE PROPOSED COVERAGE ------------------ TOTAL COVERAGE EXIST. F.A.R. PROPOSED F.A.R. ------------------ TOTAL F.A.R. 900 1500 003 2100 900620620 2150 W 004 W 006 1500 550 W 007 W 008 W 2100 2400 2850 450 2100 2400750 3150 1500 800800800 2400 W 005 3100 6501800650 W 001 1400 5702000 3130 570 W 002 2100 1500 3100 6501800650 2100 D 001 D 003 2100 2400750 3150 2100 2400 2850 450 D 002 2100 900620620 2150 1500 D 004 DOORS WINDOW MAIN-BUILDING SCHEDULE 1 2 3 4567 1 2 3 4111213 8910 567151617 14 24109002400 02/3 MASTER BEDROOM LOUNGEBEDROOM 2 NEW ABLUTION W 010 W 011 1201400 balustrading at 1.05m high tiles tiles 2400 6401800640900 2100 2100 1400 2000 1500 1500 1500 1200 1800 2400 1000 2500 1500 D 001 D 002 W 001 W 002 W 003 W 004 W 008 W 010 1200 600 W 011 W 012 6401800640 2100 W 005 1500 1200 W 009 D 003 D 004 W 006 W 007 1800 1800 W 013 WINDOW DOORS OUTBUILDING SCHEDULE EN-SUITE EN-SUITE
- 12. Existing garage to beconverted to bedroom. garage floor to be raised to existing bedroom ffl BEDROOM 1 BEDROOM 2 BEDROOM 3 BATH KITCHEN DINING rwp EXISTING WALL TO BE DEMOLISHED ROLL UP DOOR NEW CARPARK open to sky EXISTING WINDOW TO BE REMOVED AND REPLACED WITH SLIDING DOOR ROLLUPDOOR NEW LOUNGE 1000 WALK-IN DRESSING DOUBLE GARAGE existing walls to be demolished 10 990 site boundary 11 700 site boundary 18 990 site boundary 16630siteboundary VELDCASTLE ROAD 11 500 site boundary 6 330 site boundary SITE PLAN scale 1 : 100 240090140 3010140 existing door to be bricked up and finished good existing window to be removed, bricked up and finished good EN-SUITE sg sg sg SOUTH ELEVATION TRUENORTH strong sum m er winds winter rain & winds W1 W2 W3 W4 D 2 D 1 W5 W6 W7 W1 W2 W3 W4 W5 REVISION DATE D 25:10:11 SITE PLAN/ FLOOR PLAN/ ELEVATIONS CROSSMOOR project no drawn design scale date MOBILE: 082 3227362 EMAIL: rajesh.asharam@gmail.com TEL./FAX. 031-4093357 CHATSWORTH . DURBAN . 4092 375 CROSSMOOR DRIVE ASHARAM A R C H I T E C T U R E r a j e s h AS SHOWN R.A 03212 N.H.DIP ARCH. S.A. - PR. NO.20559 (S.A.C.A.P) drawing no 1/1 drawing title project title authorauthor/architect ON ERF 1554 CASTLEHILL AT 66 VELDCASTLE ROAD - NEWLANDS FOR BSE & NC MLANGENI PROPOSED GARAGE, BOUNDARY WALLS , ADDITIONS & ALTERATIONS TO DWELLING ffl ffl ffl top of wall plate top of wall plate 1600 SECTIONAL ELEVATION B - B 1800 400 3500 400 400 200200 1000 sandstone tiling to columns to architects detail 150 smooth plaster coping - 150mm high textured plastering to architects details 30mm raised plaster coping surround to inset to take dry-stack rockwork to detail 2500 66 SECTION C-C 1404920 6220 DINING NEW LOUNGE 200mm plaster band 1401800140 3050 140 1080 1250400 2440 existing conc. strip foundation sandstone tiling to columns to architects detail site boundary IBR profiled metal sheeting new parapet walls - flashed and counterflashed with approved material top of wall plate top of wall plate existing floor slab new parapet walls - flashed and counterflashed with approved material 700 x 230 conc. strip foundation 140 boundary wall 1600 1000 ffl ffl W7 sg sg W6 sg sg sg D2 ffl top of wall plate ffl ffl top of wall plate ffl sandstone tiling to columns to architects detail 200mm plaster band new parapet walls - flashed and counterflashed with approved material existing roof line site boundarynew concrete tiled roof flashed and counerflashed at parapets sandstone tiling to columns to architects detail 700 x 230 conc. strip footings min 100mm thick conc. slab with ref 193 mesh and usb green plastic sheeting on 450mm consolidated fill - termite poisoned by specialist new conc. tiles on 38x38mm battens on 250 microns plastic sandstone tiling to columns to architects detail 4490 170mm thick conc. slab to eng. details new parapet wall - flashed and counter-flashed with approved material new ibr-profiled awning built into brickwork - to be flashed and counterflashed all walls to be plastered and painted all walls plastered and painted new parapet walls - flashed and counterflashed with approved material sandstone tiling to columns to architects detail site boundary site boundary textured plaster to architects detail textured plaster to architects detail sandstone tiling to columns to architects detail 200mm plaster band dry-stack rockwork to architects detail dry-stack rockwork to architects detail roll up garage door 700 x 230 conc. strip footings 100mm thick conc. slab with ref 193 mesh and usb green plastic sheeting on 450mm consolidated fill - termite poisoned by specialist 170mm thick conc. slab to eng detail 2550 GARAGE ffl ffl ffl ffl 4210 400 6500 2880 3210 400 2690 400 1940 400 3980 500 900 140 3700 140 1402000 sandstone tiling to columns to architects detail new roof line SUN DECK open to sky SUN DECK open to sky SUN DECK open to sky SUN DECK open to sky 1040 6500 6220140 140 4000 5000 2200 existing roof trusses at 760c/c sandstone tiling to columns to architects detail 2440 top of wall plate 2140 7790 AA BB 3600 400 C C 4004200400 1500 1500 SITE AREA - 600.89 m² ALLOWED COVERAGE - 50% (300.45 m²) ALLOWED F.A.R. - 0.35 = 210.31 m² EXISTING BUILDING COVERAGE - 115.26 m² F.A.R - 88.06 m² PROPOSED WORK SUN DECK - 20.0 m² NEW LOUNGE - 15.04 m² ENTRANCE PATIO - 1.92 m² CAR-PORT - 31.7 m² DOUBLE GARAGE/STORAGE - 46.36 m² -------------------- TOTAL - 115.02 m² PROPOSED COVERAGE - 63.32 m² PROPOSED F.A.R. - 15.04 m² TOTAL COVERAGE - 178.58 m² TOTAL F.A.R. - 103.10 m² SCHEDULE OF AREAS STORAGE 16950 6800 900 2140 1000 1800 400 3500 400 400 200200 1000 1500 1500 STEELCASTLE ROAD 3 000 building line 3 000 building line 10001450 site boundary 1200 line of cantilevered slab above to engineers details construct new block piers to u/s slab to existing boundary wall u/s slab level 770 u/s slab level SECTION A-A NORTH ELEVATION NORTH ELEVATION NORTH ELEVATIONSOUTH ELEVATION entrance gate PLAN - entrance gate WEST/ N.W. ELEVATION existing boundary wall (PA 072/10/2011) existing boundary wall (PA 072/10/2011) existing boundary wall (PA 072/10/2011) 3000S&Dservitude 101.500 101.000 100.000 98.500 98.500 99.000 E 30:05:12 30:05:12 smooth plaster & paint smooth plaster & paint smooth plaster & paint smooth plaster & paint smooth plaster & paint smooth plaster & paint smooth plaster & paint smooth plaster & paint SUN DECK open to sky Y.S existing sewer pipe r.e r.e existing sewer pipe
- 15. M CLEO D RO AD ERF 144 ERF 176 ERF145 pool break-pressure tank sump falls falls falls Ø 160m m storm waterpipe driveway exist. sewer manhole MAINROAD re 7 58 330 site boundary 24530siteboundary6 138 site boundary 33 220 site boundary 3743siteboundary site boundary MCLEOD ROAD CROSSMOOR TEL./FAX. 031-4093357 MOBILE: 082 3227362 375 CROSSMOOR DRIVE CHATSWORTH . DURBAN . 4092 PR.NO. ST-20559 (S.A.C.A.P) DRAWN PROJECT NO DRAWING NO DATE DESIGN SCALE r a j e s h ASHARAM A R C H I T E C T U R E 1:100 Y.SEWPERSAD 070411 1/3 CHECKED Author/ Architect Drawing Title R. ASHARAM R. ASHARAM SITE PLAN 21 APRIL 2012 CONTRACTOR TO ENSURE THAT NO CHANGES IN LEVELS ARE MADE OVER LOCAL AUTHORITY SERVITUDES OR UNDER GROUND SERVICES UNLESS PERMISSION HAS BEEN GIVEN IN WRITING BY THE LOCAL AUTHORITY. ANY DISCREPANCIES AND OMISSIONS ARE TO BE BROUGHT TO THE ARCHITECTS ATTENTION IMMEDIATELY. IF ON EXCAVATION THE SITE IS FOUND TO CONTAIN EXPANSIVE CLAY, SHALE, GROUND WATER OR OTHER SUSPECT SOIL CONDITIONS : THEN ALL FOUNDATIONS ARE TO BE BUILT TO PROFESSIONAL ENGINEERS DETAILS & UNDER HIS SUPERVISION. ROOF NOTES ROOF TILES TO MATCH EXISTING HOUSE ON 38 BY 38 BATTENS ON 250 MICRON UNDERLAY ON NAIL PLATED TIMBER TRUSSES DESIGNED AND CERTIFIED BY ENGINEERS WITH 17 degree PITCH UNLESS OTHERWISE SPECIFIED TO MATCH EXISTING HOUSE AT 740 CENTRES WITH TRUSSES FIXED USING GALVANISED HOOP IRON TIED DOWN SIX COURSES INTO BRICKWORK DRAINAGE NOTES - ALL WORK IS TO COMPLY TO SABS 0400 - HEAD OF DRAIN IS TO BE VENTED - ANY DAMAGED FITTINGS TO BE REPLACED - ALL GULLEY SURROUNDS & MANHOLE COVERS TO BE 75 mm ABOVE GROUND LEVEL - SEWER CAN TO BE EXPOSED BEFORE COMMENCING WORK - IE 'S TO ALL BENDS AND JUNCTIONS - SOIL PIPES TO BE 110 diameter PVC - SEWER UNDER BUILDINGS TO BE 110 mm UPVC RIBBED PIPE - ANCHOR BLOCKS TO BE USED WHEN GRADIENTS EXCEED 1:5 GENERAL NOTES ALL WORK TO COMPLY WITH SABS 0400. CORNER BEACONS TO BE LOCATED AND EXPOSED BEFORE WORK ON SITE COMMENCES. CONTRACTOR TO CHECK ALL DIMENSIONS AND LEVELS (SCHEDULES AND DETAILS) BEFORE THE RELEVANT WORK IS PLACED IN HAND AND REPORT ANY DISCREPANCIES TO THE ARCHITECT. ALL WRITTEN DIMENSIONS TO BE TAKEN IN PREFERENCE TO SCALING. SOIL TO BE WELL COMPACTED BEHIND IN LAYERS NOT EXCEEDING 150 mm. ALL FOUNDATIONS TO BE TAKEN BELOW NATURAL GROUND LEVEL. NO BACK FILLING OF OVER EXCAVATED AREAS WILL BE PERMITTED. THE CONTRACTOR IS TO INSPECT THE OFFICIAL APPROVED COPIES OF THE DRAWINGS TO ENSURE THAT ALL AMENDMENTS HAVE BEEN TAKEN INTO ACCOUNT . THE ATTENTION OF THE OWNER/CONTACTOR IS DRAWN TO THE FACT THAT CHANGERS TO THE PLAN &/OR SPECIFICATION AFTER OFFICIAL APPROVAL IS LIKELY TO INVALIDATE THAT APPROVAL. ALL EARTHWORKS TO BE CONTAINED WITHIN SITE BOUNDARIES & WITHIN 1.0 m OF ANY of ANY BOUNDARY. BANKS TO BE CUT AT A MAXIMUM OF 26 degrees. NATURAL GROUND LINE IN APPROXIMATE POSITION ONLY & NO CLAIM CAN BE MADE FOR ANY DISCREPANCIES ONSITE. FLASHING TO COMPLY WITH PART LL5. SUBFLOOR GROUND AND FOUNDATION TRENCHESTO BE POISED WITH "CLORODANE" SOLUTION IN ACCORDANCE WITH SABS CODES OF PRACTICE BY SPECIALIST. MECHANICAL VENTILATION HABITAL AREAS (EXCLUDES KITCHENS) FRESH AIR TO BE SUPPLIED AT A RATE OF 7,5 L/S/PERSON. AIR TO BE EVENLY DISTRIBUTED THROUGHOUT ALL HABITAL AREAS AND VELOCITY IS NOT TO EXCEED 0,5 M/S. KITCHENS - FRESH AIR TO BE SUPPLIED AT A RATE OF 17,5 L/S/PERSON (COMMERCIAL) WATER CLOSETS - AIR TO BE EXTRACTED TO EXTERNAL AT A RATE OF 20 L/S PER FITMENT FIRE NOTES ALL SIGNAGE TO COMPLY WITH PART TT29 OF N.B.R. FIRE EXTINGUISHERS TO COMPLY WITH PART TT27 N.B.R. FIRE HOSE REELS TO COMPLY WITH PART TT17 N.B.R. FIRE DOOR IS TO BE 40mm THICK WITH MIN 25mm REBATES & SELF CLOSING MECHANISM. FIRE ESCAPE DOORS TO BE FITTED WITH EMERGENCY LOCKS - PART TT17/19 N.B.R. EMERGENCY LIGHTS TO COMPLY WITH PART TT30 N.B.R. FIRE ESCAPE STAIRS TO COMPLY WITH PART TT24 N.B.R. ROOF ASSEMBLY AND COVERINGS TO COMPLY WITH PART TT12 N.B.R. POOL NOTES EARTH LEAKAGE PROTECTION TO FIT ELECTRICAL SUPPLY PRECAUTION TO BE TAKEN IN REGARD TO CONDENSATION FLOODING SEEPAGE AND RAINWATER IN A SUNKEN PUMP CHAMBER AND FILTER UNIT POOL TO BE FENCED IN ACCORDANCE WITH N.B.R. D41-2-3 BY OWNER EXCESS SOIL TO BE SPREAD ON SITE 100mm GUNITE TO BE MONOLLITHCALLY PLACED AGAINST UNDISTURBED SOIL OR OTHER FIRM SURFACE AS ERECTED BY THE ENGINEER 25mm IS REQUIRED AS MINIMUM COVER TO ALL REINFORCING MEMBERS. FINAL POSITION OF POOL PUMP TO BE DETERMINED ON SITE ON DAY OF SET-OUT. WASTE WATER TO BE DIRECTED TO EXISTING SEWER LINE VIA BREAK PRESSURE TANK Project CLIENTS SIGNATURE DATE TR U E N O R TH strongsummerwinds winterrain&winds sun rise sun set PROPOSED DWELLING ON LOT 144 QUEENSBURGH AT 794 MAIN ROAD FOR D & R DHANILAL BOUNDARY WALL - to comply with part k - schedule 1 of nbr. 2 000 building line 7500buildingline 7 500 building line 7 500 building line m unicipalwaterm ains re3 160mm pvc stormwater pipe 160mm pvc sewer pipe swimming pool PATIO pool rim-flow tank fullbore outlet fullbore outlet fullbore outlet fullbore outletfullbore outlet 100.000 102.000 104.000 101.000 103.000 top of mh = 99.500 invert level = 98.000 top of tarmac (road) = 98.900 top of tarmac (road) = 102.575 top of tarmac (road) = 103.000 A B C D E re4 re5 Ø160mmsewerpipe Ø160mm sewer pipe 160mm pvc sewer pipe re1 re2 ie ie ie ie ie ie ie pool safety fence with self-closing device xx x x x x x x 1500 x x x x x x 2920 3035 3035 3035 3035 3035 3035 3035 3035 2810 2920 2920 2920 2920 2920 2920 2920 2920 4000 3090 3090 3090 3090 3090 3090 3090 3090 3090 3090 3090 3090 6mROADWIDTH 6m VERGE SITE PLAN scale 1 : 100
- 16. PATIO PRIVATE LOUNGE guest wc SCULLERY KITCHEN YARD KITCHEN DINING GUEST BEDROOM GAMESROOM WC PRAYER ROOM up gasfire place under stairwell prep water feature GROUND FLOOR PLAN scale 1 : 100 SWIMMING POOL GYMNASIUM MASTER BEDROOM TV ROOM BEDROOM 3 EN-SUITE STUDY PATIO ATRIUM double volumn BEDROOM 4bath shr DRESSING FIRST FLOOR PLAN ENT. HALLGARAGE PATIO folding stack doors by specialists PATIO open to sky pool rim-flow tank WC shr 230 1260 115 900 2270 230 115 4000 230 5000 230 1790 115 890 115 3600 230 4000 115 1380 115900 23047753000230 11516552302890 115 4995230 1200230346019952306000230 13460 2500 16200 2303500115284023030852302209 230 6000 230 2500 230 1270 5460 1270 2730 2280 230 22660 230 2385 115 3800 1015 115 4730 115 3685 230 3400 115 3215 6130 115 2985 2500 13920 23038451151615115230 37601159001154880 1200 230377011519051153865230 2268115 10230 230 2270 230 5000 230 2500 13920 2510 230 115 230 230 230230 230 230 D1 W17 W18 W4a W2 W4b W6 W14 W15 W5 W19 W23 W7 W8 W1 W20 W21 D15 D16 D17 D13 D14 D7 D6 D8 D3 D2 D18 CROSSMOOR TEL./FAX. 031-4093357 MOBILE: 082 3227362 375 CROSSMOOR DRIVE CHATSWORTH . DURBAN . 4092 PR.NO. ST-20559 (S.A.C.A.P) DRAWN PROJECT NO DRAWING NO DATE DESIGN SCALE r a j e s h ASHARAM A R C H I T E C T U R E 1:100 070411 2/3 CHECKED Author/ Architect Drawing Title R. ASHARAM R. ASHARAM FLOOR PLANS/SECTION Project CLIENTS SIGNATURE DATE TR U E N O R TH strongsummerwinds winterrain&winds sun rise sun set PROPOSED DWELLING ON LOT 144 QUEENSBURGH AT 794 MAIN ROAD FOR D & R DHANILAL D4 D5 D12 D19 D20 3500230 SECTION A-A scale 1 : 100 W10 W11W12 W13 W26 W22 W25 W27 WINDOW NUMBER WINDOW SIZE GLAZING W1, W7, W8, W19, W23 500X600 4mm CLEAR FLOAT GLASS 2000X2100 W10, W13, W26, W28 1500X2100 6mm TOUGHENED SAFETY GLASS W27 4000X2400 GLAZING SCHEDULE - TO COMPLY WITH SANS10400 - 1990 (PART N GLAZING) 6mm TOUGHENED SAFETY GLASS2600X2100W5 D1 with W14 600X2100 W30 6mm TOUGHENED SAFETY GLASS 230 40002304000 KITCHEN DINING PATIO TV ROOM ATRIUM double volume PATIO 100mm thick concrete surface bed reinforced with brc mesh - ref.100 on 250 microns plastic underlay on poisoned soil 700x230mm concrete strip footing FGL 3315 748 6915 shr CHANGE/ SHR AREA 2301800 1200 9030 2880 6460 ground floor level - 101.600 u/s wall plate level - 107.245 tos. first floor level - 104.525 u/s tie beam level - garage - 104.175 Ø300mm pre-cast columns with head & base to architects detail 1500460 line of bwk to first floor above class B -fire door fire wall to u/s roof tiles 1500460 230 230 window at higher level line of slab above W24 W28 W30 W3 line of slab above 16420 2510 16420 6460 3730 6960 4460 SITE AREA - = 1 386 sq.m. COVERAGE - 30% = 415.8sq.m. F.A.R. - .3 = 415.8sq.m. P R O P O S E D W O R K GARAGE - 41.73 sq.m. GROUND FLOOR - 173.38sq.m. PATIO - 15.76sq.m. ------------------- 230.876sq.m. FIRST FLOOR - 160.55sq.m. PATIO - 29.846sq.m. ----------------- 190.398sq.m. TOTAL PROPOSED WORK = 421.268sq.m. TOTAL F.A.R 333.93 sq.m. TOTAL COVERAGE 232.128sq.m. SCHEDULE OF AREAS POOL 101.500 100.000 170mm r.c slab (wood float) on orange hyperlastic sheeting (sabs approved) on 450mm consolidated fill to eng. details. ant poisoned by specialist. 6000 1505 700 700 50001500115 A A 1461 overflow tank lined with poolcrete to drain to pool pump with sand trap of 75mm. sand stone tiling to wall by specialists 1500 1500 750 NOTES Safety glazing to be in accordance with SABS 0137-2000 code of practice - the installation of glazing in buildings. Typical safety glazing materials are : Toughened glass and laminated safety glass conforming to SABS 1263. All Safety glass must be marked - if it is not marked, it is not safety glass Where any bath enclosure or shower cubicle is constructed of glass, such material must be glazed with safety glass. scale 1 : 100 g re1 re2 re3 re4 re5 Ø160mmsewerpipe Ø160mm sewer pipe 160mm pvc sewer pipe whb WC ie ie ie ie ie ie ie Ø 110 mm 2 way svp Ø 110 mm 2 way svp Ø 110 mm 2 way svp ie Ø 110 mm 2 way svp Ø 110 mm 2 way svp Ø 110 mm 2 way svp 1289 pipe encased in slab to be ribbed/ heavy duty pvc up patio floor level - 101.525 patio floor level - 104.425 W9 5110X300 4mm CLEAR FLOAT GLASS W3 1500X900 4mm CLEAR FLOAT GLASS W9, W24, W25, W29 6mm TOUGHENED SAFETY GLASS W11, W12 1995X2100 6mm TOUGHENED SAFETY GLASS 6mm TOUGHENED SAFETY GLASS W16 W15, W16 1500X600 4mm CLEAR FLOAT GLASS D18 with W22 2400X2100 6mm TOUGHENED SAFETY GLASS W29 1200X900W2,W4a, W4b, W6, W15, W17, W20, W21 4mm CLEAR FLOAT GLASS W17 2270X600 6mm TOUGHENED SAFETY GLASS W18 1800X1200 5mm CLEAR FLOAT GLASS site boundary NGL NGL 3235 4460 r156 curved boundary wall. 900 265 1191 1191 100 186 412 338 1990 2720 2720 GLAZED AREA(SQM) 500X600 2000X2100 1500X2100 4000X2400 2600X2100 600X2100 1500X900 1995X2100 1500X600 2400X2100 1200X900 2270X600 1800X1200 21 APRIL 2012 Y.SEWPERSAD
- 17. CROSSMOOR TEL./FAX. 031-4093357 MOBILE: 0823227362 375 CROSSMOOR DRIVE CHATSWORTH . DURBAN . 4092 PR.NO. ST-20559 (S.A.C.A.P) DRAWN PROJECT NO DRAWING NO DATE DESIGN SCALE r a j e s h ASHARAM A R C H I T E C T U R E 1:100 070411 3/3 CHECKED Author/ Architect Drawing Title R. ASHARAM R. ASHARAM ELEVATIONS Project CLIENTS SIGNATURE DATE PROPOSED DWELLING ON LOT 144 QUEENSBURGH AT 794 MAIN ROAD FOR D & R DHANILAL N.E. ELEVATION scale 1 : 100 S.W. ELEVATION scale 1 : 100 S.E. ELEVATION scale 1 : 100 N.W. ELEVATION scale 1 : 100 FGL ground floor level - 101.600 corbelled bwk & plaster bands to architects detail Ø300mm pre-cast columns with head & base to architects detail - 1050m high wrought-iron balustrading to architects detail 'Codova' roof tiles on 38x38 battens on 250 microns plastic underlay on pre-fabricated trusses (gangnailed) on 114x38mm wall plates tied down at least 8 courses into brickwork 'Codova' roof tiles on 38x38 battens on 250 microns plastic underlay on pre-fabricated trusses (gangnailed) on 114x38mm wall plates tied down at least 8 courses into brickwork 10mm tempered glass to frameless folding stacking doors by specialists Ø300mm pre-cast columns with head & base to architects detail Ø300mm pre-cast columns with head & base to architects detail Ø300mm pre-cast columns with head & base to architects detail Ø300mm pre-cast columns with head & base to architects detail 500 600 500 R.E 2 R.E 3 i.e dia 110mm upvc ribbed soil pipe at 1:44 gradient Ø75mm rwdp Ø75mm rwdp Ø75mm rwdp Ø110mm rwdp encased into column corbelled bwk & plaster bands to architects detail smooth plaster & paint with plaster primer & two coats finishing coat i.e dia 110mm upvc ribbed soil pipe at 1:48 gradient R.E 1R.E 2 C.L. - 101.500 I.L. - 101.000 D. - 0.500 i.e C.L. - 101.500 I.L. - 100.850 D. - 0.650 7 000 dia 110mm upvc ribbed soil pipe at 1:47 gradient 'Codova' roof tiles on 38x38 battens on 250 microns plastic underlay on pre-fabricated trusses (gangnailed) on 114x38mm wall plates tied down at least 8 courses into brickwork 'Codova' roof tiles on 38x38 battens on 250 microns plastic underlay on pre-fabricated trusses (gangnailed) on 114x38mm wall plates tied down at least 8 courses into brickwork 19100 site boundary site boundary stipple plaster and paint to new feature beams with stepped plastered coping to detail BOUNDARY WALL S. E. ELEVATION 340x340mm facebrick columns with 460x460mm base - all to detail p.c. moulding fixed to wall to both sides columns to arch. details p.c. moulding fixed to wall to both sides ngl 2000 natural sandstone tiling to detail NGL scale 1 : 100 2000 site boundary site boundary 340x340mm facebrick columns with 460x460mm base - all to detail p.c. moulding fixed to wall to both sides columns to arch. details p.c. moulding fixed to wall to both sides NGL stipple plaster and paint to new feature beams with stepped plastered coping to detail BOUNDARY WALL N. E. ELEVATION scale 1 : 100 stipple plaster and paint to new feature beams with stepped plastered coping to detail site boundary site boundary natural sandstone tiling to detail 2000 p.c. moulding fixed to wall to both sides columns to arch. details 340x340mm facebrick columns with 460x460mm base - all to detail p.c. moulding fixed to wall to both sides BOUNDARY WALL S. W. ELEVATION scale 1 : 100 i.e C.L. - 99.500 I.L. - 98.000 D. - 1.500 Ø 110 mm 2 way svp Ø 110 mm 2 way svp g i.ei.e C.L. - 101.500 I.L. - 100.850 D. - 0.650 R.E 4 R.E 5 i.e C.L. - 101.500 I.L. - 101.000 D. - 0.500 10700 C.L. - 101.160 I.L. - 100.660 D. - 0.500 dia 110mm upvc ribbed soil pipe at 1:50 gradient R.E 5 i.e i.e 25 000nts C.L. - 101.500 I.L. - 100.350 D. - 1.150 1500 C.L. - 101.500 I.L. - 100.300 D. - 1.200 5800 dia 110mm upvc ribbed soil pipe at 1:3 gradient CONNECTION MH site boundary 340x340mm facebrick columns with 460x460mm base - all to detail p.c. moulding fixed to wall to both sides NGL 700x230mm conc. strip foundations 230mm thick wall with p.c. moulding fixed to wall to both sides TYPICAL SECTION THROUGH BOUNDARY WALL scale 1 : 100 D12 D1 W14 W13 W10 D5 W29 W28 W27 W26 W6 W5 W4b W4a W2 W21 W20 W19 W18 W17 i.e W8 W7 W24 W23 D18 W22 garage floor level - 101.500 tos. first floor level - 104.525 u/s tie beam level - garage - 104.175 u/s wall plate level - 107.245 u/s wall plate level - 107.245 2000 1800 tos. first floor level - 104.525 ground floor level - 101.600 W16 W15W1 W30 W3 W26 W9 ground floor level - 101.600 tos. first floor level - 104.525 u/s wall plate level - 107.245 u/s tie beam level - garage - 104.175 ground floor level - 101.600 tos. first floor level - 104.525 u/s wall plate level - 107.245 u/s tie beam level - garage - 104.175 garage floor level - 101.500 ground floor level - 101.260 C.L. - 101.160 I.L. - 100.660 D. - 0.500 C.L. - 101.160 I.L. - 100.386 D. - 0.774 ground floor level - 101.260 ground floor level - 101.260 ground floor level - 101.260 site boundary site boundary FGL NGL FGL FGL NGL NGL FGL FGL FGL FGL NGL NGL NGL NGL 21 APRIL 2012 Y.SEWPERSAD
- 19. DINNING ROOM KITCHEN BATHROOM LOUNGE BEDROOM TO T.V ROOM PORCH SINGLEGARAGE BEDROOM 1 BEDROOM 2 MASTER BEDROOM EN-SUITE EN-SUITE EX. BALCONY up up sliding door sliding door SITE AND GROUND FLOOR PLAN FIRST FLOOR PLAN arch EX. BALCONY NEW PATIO remove wall NEW PRAYER ROOM fit new folding/stack doors existing window re-positioned rc slab (shown crossed) to engineers detail above demolish exist. wall, replace with balustrading at 1.05m high patio door EXIST WALL BIC reinforced concrete flat slab to engineers detail PROPOSED ADDITIONS AND ALTERATIONS TO DWELLING LOT 4715 QUEENSBURGH AT 15 SANDPIPER STREET FOR MR & MRS NAICKER ON CLIENTS SIGNATURE DATE CROSSMOOR TEL./FAX. 031-4093357 MOBILE: 082 3227362 375 CROSSMOOR DRIVE CHATSWORTH . DURBAN . 4092 PR.NO. ST-20559 (S.A.C.A.P) KZ-NIA (affiliate) DRAWN PROJECT NO DRAWING NO DATE DESIGN SCALE r a j e s h ASHARAM A R C H I T E C T U R E 1:100 01 CHECKED Author/ Architect Drawing Title R. ASHARAM R. ASHARAM PLANS/ ELEVATIONS 25 July 2012 Project SOUTH WEST ELEVATION rc slab to engineers detail above Roof tiles on 38x38 battens on 250 microns plastic underlay on pre-fabricated trusses (gangnailed) on 114x38mm wall plates tied down at least 8 courses into brickwork tiled roof existing roof NORTH WEST ELEVATION Roof tiles on 38x38 battens on 250 microns plastic underlay on pre-fabricated trusses (gangnailed) on 114x38mm wall plates tied down at least 8 courses into brickwork new powder-coated aluminum 'fold/stack doors', plaster band surround. NORTH EAST ELEVATION Roof tiles on 38x38 battens on 250 microns plastic underlay on pre-fabricated trusses (gangnailed) on 114x38mm wall plates tied down at least 8 courses into brickwork SOUTH EAST ELEVATION existing Marseilles tiled roof Roof tiles on 38x38 battens on 250 microns plastic underlay on pre-fabricated trusses (gangnailed) on 114x38mm wall plates tied down at least 8 courses into brickwork rc slab to engineers detail above SECTION A - A Roof tiles on 38x38 battens on 250 microns plastic underlay on pre-fabricated trusses (gangnailed) on 114x38mm wall plates tied down at least 8 courses into brickwork rwdp rwdp rwdp rwdp rwdp rwdp A A 1000buildingline 2000 building line 2000 building line SANDPIPER STREET SINGLE GARAGE MASTER BEDROOM dry-stack rockwork to architects detail 4660 14028601520140 6400 29301740 1740 140140 1500 600 2460 14001060 140 140 1650 4240 2503401360290 2000 2040 2700 6410 63090015001250 140 1500630 140 3000 4402560 140140 LOT 4714 remove exist. window & wall, re-use window to new wall as shown and make good. remove door & brick up opening remove door & brick up opening LOT 4716 156.86 157.8 158.4157.5 1950 gully gully r.e i.e i.e i.e i.e svp r.e TO EXISTING STORM W ATER CONNECTION TOEXISTINGSEWERCONNECTION r.e to be encased in concrete under patio concrete slab to engineers detail 2500 2500 new roof and tiles to match existing house at a min. pitch of 15°. new roof and tiles to match existing house at a min. pitch of 15°. CONTRACTER TO ENSURE THAT NO CHANGES IN LEVELS ARE MADE OVER LOCAL AUTHORITY SERVITUDES OR UNDER GROUND SERVICES UNLESS PERMISSION HAS BEEN GIVEN IN WRITING BY THE LOCAL AUTHORITY. ANY DISCREPANCIES AND OMISSIONS ARE TO BE BROUGHT TO THE ARCHITECTS ATTENTION IMMEDIATLY. IF ON EXCAVATION THE SITE IS FOUND TO CONTAIN EXPANSIVE CLAY, SHALE, GROUND WATER OR OTHER SUSPECT SOIL CONDITIONS : THEN ALL FOUNDATIONS ARE TO BE BUILT TO PROFESSIONAL ENGINEERS DETAILS & UNDER HIS SUPERVISION. ROOF NOTES ROOF TILES TO MATCH EXISTING HOUSE OR CLAY TILES ON 38 x 38 BATTENS ON 250 MICRONS UNDERLAY ON GANGNAIL PLATED TIMBER TRUSSES DESIGNED AND CERTIFIED BY ENGINEER WITH 17 degree PITCH UNLESS OTHERWISE SPECIFIED AT 740 CENTERS WITH TRUSSES FIXED USING GALVANIZED HOOP IRON METAL STRAPS TIED DOWN SIX COURSES INTO BRICKWORK DRAINAGE NOTES - ALL WORK IS TO COMPLY TO SANS 10400 - HEAD OF DRAIN IS TO BE VENTED - ANY DAMAGED FITTINGS TO BE REPLACED - ALL GULLY SURROUNDS & MANHOLE COVERS TO BE 75 mm ABOVE GROUND LEVEL - SEWER MANHOLES TO BE EXPOSED BEFORE COMMENCING WORK AND ADJUST LEVELS ACCORDINGLY - IE'S TO ALL BENDS AND JUNCTIONS - SOIL PIPES TO BE 110 diameter PVC - SEWER UNDER BUILDINGS TO BE 110 mm PVC RIBBED PIPE - ANCHOR BLOCKS TO BE USED WHEN GRADIENTS EXCEED 1:5 GENERAL NOTES ALL WORK TO COMPLY WITH SANS 10400. CORNER BEACONS TO BE LOCATED AND EXPOSED BEFORE WORK ON SITE COMMENCES. CONTRACTOR TO CHECK ALL DIMENSIONS AND LEVELS (SCHEDULES AND DETAILS) BEFORE THE RELEVANT WORK IS PLACED IN HAND AND REPORT ANY DISCREPANCIES TO THE ARCHITECT. ALL WRITTEN DIMENSIONS TO BE TAKEN IN PREFERENCE TO SCALING. SOIL TO BE WELL COMPACTED BEHIND IN LAYERS NOT EXCEEDING 150 mm. ALL FOUNDATIONS TO BE TAKEN BELOW NATURAL GROUND LEVEL. NO BACK FILLING OF OVER EXCAVATED AREAS WILL BE PERMITTED. FIBRE CEMENT BARGE AND FASCIA BOARDS , PVC GUTTERS & DOWN-PIPES ALL TO MATCH EXISTING HOUSE WHERE POSSIBLE AND TO BE FIXED IN ACCORDANCE WITH MANUFACTURES SPECIFICATIONS OVERHANG TO MATCH EXISTING HOUSE OR 3 TILE OVERHANG. FLASHING TO COMPLY WITH PART LL5.2 TWO COURSE OF BRICKWORK TO BE REINFORCED WITH BRICKFORCE BELOW WALL PLATE LEVEL, ABOVE WINDOW HEAD HEIGHT & BELOW WINDOW SILL LEVEL. EXTERNAL FACE OF INNER SKIN OF ALL EXTERNAL WALLS TO BE BAGGED AND WATERPROOFED WITH TWO COATS OF BITUMEN PAINT. 6.4 mm GYPSUM CEILING BOARDS FIXED TO 38 X 38 BRANDERING AT MAX 300mm CENTERS BOTH WAYS. 375 mic DPC TO BE PROVIDED TO WALLS AT SLAB LEVEL AND UNDER ALL SILLS. THE CONTRACTOR IS TO INSPECT THE OFFICIAL APPROVED COPIES OF THE DRAWINGS TO ENSURE THAT ALL AMENDMENTS HAVE BEEN TAKEN INTO ACCOUNT . THE ATTENTION OF THE OWNER/CONTACTOR IS DRAWN TO THE FACT THAT CHANGERS TO THE PLAN &/OR SPECIFICATION AFTER OFFICIAL APPROVAL IS LIKELY TO INVALIDATE THAT APPROVAL. ALL EARTHWORKS TO BE CONTAINED WITHIN SITE BOUNDARIES & WITHIN 1.0 m OF ANY of ANY BOUNDARY. BANKS TO BE CUT AT A MAXIMUM OF 26 degrees. NATURAL GROUND LINE IN APPROXIMATE POSITION ONLY & NO CLAIM CAN BE MADE FOR ANY DISCREPANCIES ON SITE. SUB-FLOOR AND FOUNDATION TRENCHESTO BE POISONED WITH "CLORODANE" SOLUTION IN ACCORDANCE WITH SANS CODES OF PRACTICE BY SPECIALIST. NOTE: ALL DIMENSIONS - LEVELS ETC. ARE TO BE VERIFIED ON SITE PRIOR TO ANY WORK BEING PUT IN HAND AND TO REPORT ANY DECREPANCIES IMMEDIATELY TO THE ARCHITECT ALL MATERIALS AND LABOR PRACTICE IS TO COMPLY WITH PART-B OF SANS 10400. AND NATIONAL BUILDING REGULATIONS 100mm concrete slab reinforced with BRC mesh (ref 193) on plastic underlay in well compacted soil. concrete flat slab to engineers detail B B 3670 B B 7310 balustrading at 1.05m APEX WPL FIRST FLOOR FFL GROUND FLOOR FFL APEX WPL FIRST FLOOR FFL GROUND FLOOR FFL APEX WPL FIRST FLOOR FFL GROUND FLOOR FFL NGL NGL NGL APEX WPL FIRST FLOOR FFL GROUND FLOOR FFL NGL A A Roof tiles on 38x38 battens on 250 microns plastic underlay on pre-fabricated trusses (gangnailed) on 114x38mm wall plates tied down at least 8 courses into brickwork new roof and tiles to match existing house at a min. pitch of 15°. EN-SUITE MASTER BEDROOM BEDROOM TO T.V ROOMNEW PATIO SINGLE GARAGE 600x200 600x200 600x200 600x200 2500 2500 concrete slab to engineers detail SECTION B - B TRUE NO RTH strong summer winds winter rain & winds sun rise sun set Y.SEWPERSAD
- 21. EAST ELEVATION NORTH ELEVATIONSOUTH ELEVATION MASTER BEDROOM NEW WALK IN CLOSET BALCONY NEW EN-SUITE UP KITCHEN LOUNGE BEDROOM 1 ENTRANCE HALL PATIO DINING BATHROOM 180 4830 90 2260 90 4620 180 1240 3000 1100 1800 1140 3000 1000 12262 1801807100180 3000101022502700770 13740 5580 18055801802140902353180 2250333022502020 630 3000 13740 1500630 1320180 180 2360 2510 180 1250 90 3890 180 2170 900 1200 1500 12260 1320 18090 180 7040 180 4670 180 1240 3000 4040 3000 1000 12262 1804940903500902750180 30006302250333018003690 13740 1801320 1500 180 2360 2510 180 1250 90 3890 180 1700 800 1260 1500 12260 1320 18090 800103089080015908001100 1801807100180 3000101022502700 13740 5580 291018002570 22504270 10003409106003650 Marseilles tiled roof Roof tiles on 38x38 battens on 250 microns plastic underlay on pre-fabricated trusses (gangnailed) on 114x38mm wall plates tied down at least 8 courses into brickwork Marseilles tiled roof Roof tiles on 38x38 battens on 250 microns plastic underlay on pre-fabricated trusses (gangnailed) on 114x38mm wall plates tied down at least 8 courses into brickwork Marseilles tiled roof Roof tiles on 38x38 battens on 250 microns plastic underlay on pre-fabricated trusses (gangnailed) on 114x38mm wall plates tied down at least 8 courses into brickwork Marseilles tiled roof Roof tiles on 38x38 battens on 250 microns plastic underlay on pre-fabricated trusses (gangnailed) on 114x38mm wall plates tied down at least 8 courses into brickwork 30mm raised plaster coping surround to inset to take dry-stack rockwork to detail 1050m high wrought-iron balustrading to architects detail 1050m high wrought-iron balustrading to architects detail 30mm raised plaster coping surround to inset to take dry-stack rockwork to detail 30mm raised plaster coping surround to inset to take dry-stack rockwork to detail 30mm raised plaster coping surround to inset to take dry-stack rockwork to detail 30mm raised plaster coping surround to inset to take dry-stack rockwork to detail 1050m high wrought-iron balustrading to architects detail 1050m high wrought-iron balustrading to architects detail W3 W4 W2 W1 W8W7 W6W5 D2 D2 D1 NGL FFL WALL PLATE LEVEL 700 X 230 700 X 230 700 X 230 WALL PLATE LEVEL WALL PLATE LEVEL WALL PLATE LEVEL WALL PLATE LEVEL KITCHENBEDROOM 1 NEW WALK IN CLOSET NEW LOUNGE Marseilles tiled roof Roof tiles on 38x38 battens on 250 microns plastic underlay on pre-fabricated trusses (gangnailed) on 114x38mm wall plates tied down at least 8 courses into brickwork 30mm raised plaster coping surround to inset to take dry-stack rockwork to detail 100mm concrete slab reinforced with BRC mesh (ref 193) on plastic underlay in well compacted soil. A A TOP OF SLAB archarch concrete slab to engineers detail WEST ELEVATION SECTION A-A GROUND STOREY FIRST STOREY ROOF PLAN shower bidet w.c w.h.b w.h.b REVISIONS DATE NO. REVISION OWNER'S SIGNATURE 01 of 02 PLANS & ELEVATIONS STUDIOWORK III PROPOSED ADDITIONS AND ALTERATIONS TO EXISTING DWELLING KNY12 06 OCT 2014 PROJECT TITLE DRAWING TITLE PROJECT No. DRAWING No. SCALE DATE DESIGNED/DRAWN 1:100 Y.SEWPERSAD THIS DRAWING IS THE COPYRIGHT INTERLECTUAL PROPERTY OF URIEL CHRISTOPHER ARCHITECTS CC. AND MAY NOT BE COPIED, SHARED OR REPRODUCED WITHOUT THE WRITTEN CONSENT. A A Ø110 stack vp gully ie gully ie re3 ie re2iere1 MH to municipal sewer Ø110 stack vp TOP OF SLAB TOP OF SLAB TOP OF SLAB TOP OF SLAB NGL FFL NGL FFL NGL FFL NGL FFL 3670 1100
- 22. SCHEDULE OF AREAS GROUNDFLOOR Living Areas Patios FIRST FLOOR Living Areas Patios 37 sq.m. 37 sq.m. 137 sq.m. 143 sq.m. Stair well 6 sq.m. Total Total 180 sq.m. 180 sq.m. PROPOSED F.A.R PROPOSED COVERAGE PROPOSED WORK TOTAL PROPOSED WORK N/A. N/A. 360 sq.m. 1500 1500 750750 2250 2100 F.F.L 1000 1500 750750 1800 2100 F.F.L 800 1900 F.F.L 2100 F.F.L 1500 1500 3000 2100 2100 900 WINDOW NO. FRAME DIAGRAM 25 MICRONS NATURAL ANNODIZED ALUMINUM FRAME. GLAZING 25 MICRONS NATURAL ANNODIZED ALUMINUM FRAME. 4mm CLEAR FLOAT GLASS. 4mm CLEAR FLOAT GLASS. NOTE GLAZING TO COMPLY WITH SANS 10400, PART N. 25 MICRONS NATURAL ANNODIZED ALUMINUM FRAME. 4mm CLEAR FLOAT GLASS. 25 MICRONS NATURAL ANNODIZED ALUMINUM FRAME. No glazing DOOR NO. FRAME DIAGRAM GLAZING IRONMONGERY SCHEDULE WINDOWDOOR 25 MICRONS NATURAL ANNODIZED ALUMINUM FRAME. 6.5mm FIXED TOUGHENED SAFETY GLASS. WINDOW 5,6,7 & 8 WINDOW 1 & 4 WINDOW 2 & 3 1,2. 3.- ALL STANDARD INTERNAL DOORS • 3 pairs 102mm x 76mm x 3mm satin stainless steel bearing hinge • 1 pair satin stainless steel lever handles on rose • 1no 76mm euro profile cylinder, sash lock case and strike plate (double cylinder) • 1 pair satin stainless steel euro profile escutcheons • 2no satin stainless steel fully covered cam action overhead door closers, with adjustable closing speed, latch action, back check and delayed action • 2 pair satin stainless steel 150mm x 1.5mm square corner kick plate • 2no 75mm dia ‘fire door keep locked’ signs • 2no satin stainless steel door stops • 2no satin stainless steel flush bolts fixed top and bottom of one leaf • 3 pairs 102mm x 76mm x 3mm satin stainless steel bearing hinge • 1 pair satin stainless steel lever handles on rose • 1no 76mm euro profile cylinder, sash lock case and strike plate (double cylinder) • 1 pair satin stainless steel euro profile escutcheons • 2no satin stainless steel fully covered cam action overhead door closers, with adjustable closing speed, latch action, back check and delayed action • 2 pair satin stainless steel 150mm x 1.5mm square corner kick plate • 2no 75mm dia ‘fire door keep locked’ signs • 2no satin stainless steel door stops • 2no satin stainless steel flush bolts fixed top and bottom of one leaf. F.F.L wc basin bidet ie re3 vp ie vp wc ie gully ie shower re2 ie gully 1:60 gradient 110mm Ø PVC sewer pipe 1:60 gradient 110mm Ø PVC sewer pipe sink re1 2 REVISIONS DATE NO. REVISION OWNER'S SIGNATURE STUDIOWORK III PROPOSED ADDITIONS AND ALTERATIONS TO EXISTING DWELLING PROJECT TITLE DRAWING TITLE PROJECT No. DRAWING No. SCALE DATE DESIGNED/DRAWN Y.SEWPERSAD THIS DRAWING IS THE COPYRIGHT INTERLECTUAL PROPERTY OF URIEL CHRISTOPHER ARCHITECTS CC. AND MAY NOT BE COPIED, SHARED OR REPRODUCED WITHOUT THE WRITTEN CONSENT. NOTES IN RESPECT OF S.A. STANDARD CODE OF PRACTICE FOR THE APPLICATION OF THE NATIONAL BUILDING REGULATIONS (N.B.R.) SANS 10400 PART D - PUBLIC SAFETY ALL BALUSTRADES TO COMPLY WITH PART DD2 PART M - STAIRWAYS DIMENSIONS OF STAIRWAYS TO BE IN ACCORDANCE WITH MM2 & BALUSTRADES TO COMPLY WITH MM3 PART N - GLAZING ALL GLAZING TO COMPLY WITH PART N-N.B.R. PART 0 - LIGHTING AND VENTILATION ALL AREAS TO BE ARTIFICIALLY LIT IN COMPLIANCE WITH 006, OFFICES & OTHER HABITAL ROOMS MIN. 350lux, TOILETS 160lux ALL AREAS TO BE MECHANICALLY VENTILATED IN ACCORDANCE WITH 007 - FRESH AIR TO BE SUPPLIED AT A RATE OF 7,5l/s/p & TO BE UNIFORMALLY DISTRIBUTED THROUGHOUT HABITAL AREAS. AIR VELOCITY NOT TO EXCEED 0,5m/s TO OFFICES & SHOPS PART S - FACILITIES FOR DISABLED PERSONS RAMPS TO BE PROVIDED IN ACCORDANCE WITH SS2 TOILET FACILITIES TO BE PROVIDED IN ACCORDANCE WITH SS5 PARKING BAYS TO COMPLY WITH SS8 SIGNAGE TO COMPLY WITH SS9 PART U - REFUSE DISPOSAL REFUSE AREA TO BE CONSTRUCTED & PROVIDED WITH HOSE, BIBTAP & SUMP PART T - FIRE PROTECTION OCCUPANCY CLASSIFICATION TO COMPLY WITH B2 &F2 ALL MATERIALS TO COMPLY WITH TT5 ALL STRUCTURAL ELEMENTS AND COMPONENTS TO COMPLY WITH TT7. LL OPENINGS TO BE PROTECTED IN COMPLIANCE WITH TT10 ALL ACCESS DOORS TO EMERGENCY ROUTES TO BE SABS CLASS B 2 HOUR RATED. DOORS FIT WITH SELF-CLOSING DEVICE TT10.4 & LOCKS IN ACCORDANCE WITH TT19.9. ALL CEILING MATERIALS TO COMPLY WITH TT13 ALL FLOOR COVERINGS TO COMPLY WITH TT14 ALL WALL FINISHES TO COMPLY WITH TT15 LOCKS TO ESCAPE AND ACCESS DOORS TO COMPLY WITH TT19.9 STAIRWAYS FORMING ESCAPE ROUTES TO COMPLY WITH TT23 ALL OPENINGS IN FLOORS TO COMPLY WITH TT26 SIGNAGE TO BE PROVIDED IN ACCORDANCE WITH TT29,TT32, TT55.4 & TT55.5 EMERGENCY ROUTES TO BE LIT IN ACCORDANCE WITH TT30 - DESIGNED BY PROF. ENGINEER & CERTIFIED ON COMPLETION FIR DETECTION AND ALARM SYSTEM TO BE PROVIDED IN ACCORDANCE WITH TT31 - TO BE CERTIFIED BY PROFESSIONAL SPRINKLER SYSTEM TO BE PROVIDED IN ACCORDANCE WITH TT33/36 FIRE RETICULATION TO COMPLY WITH TT33 & WW5 HYDRANTS TO BE PROVIDED IN ACCORDANCE WITH TT35 PORTABLE FIRE EXTINGUISHES TO BE PROVIDED IN ACCORDANCE WITH TT37 ANY ACCESSIBLE CONCEALED SPACE WITH A MAX. DIMENSION OF 5M TO BE FIRE STOPPED IN ACCORDANCE WITH TT39 SERVICE PIPES, CONDUITS AND SLEEVES TO COMPLY WITH TT41 OCCUPANCY : OFFICE - G1 STORAGE - J3 FIRE HOSE REELS TO COMPLY WITH TT37 25mm dia. WATER SUPPLY TO ALL FIRE PROTECTION COMPONENTS 3% ROOF VENTILATION TO BE PROVIDED TO N.B.R. MAX. HEIGHT OF STORAGE = 3M DRAINAGE NOTES - ALL WORK IS TO COMPLY TO SANS 10400 - HEAD OF DRAIN IS TO BE VENTED - ANY DAMAGED FITTINGS TO BE REPLACED - ALL GULLEY SURROUNDS & MANHOLE COVERS TO BE 75 mm ABOVE GROUND LEVEL - SEWER MANHOLES TO BE EXPOSED BEFORE COMMENCING WORK AND ADJUST LEVELS ACCORDINGLY - IE'S TO ALL BENDS AND JUNCTIONS - SOIL PIPES TO BE 110 diameter PVC - SEWER UNDER BUILDINGS TO BE 110 mm UPVC RIBBED PTPE - ANCHOR BLOCKS TO BE USED WHEN GRADIENTS EXCEED 1:5 FLASHING TO COMPLY WITH PART LL5.2 TWO COURES OF BRICKWORK TO BE REINFORCED WITH BRICKFORCE BELOW WALL PLATE LEVEL, ABOVE WINDOW HEAD HEIGHT & BELOW WINDOW CILL LEVEL. EXTERNAL FACE OF INNER SKIN OF ALL EXTERNAL WALLS TO BE BAGGED AND WATERPROOFED WITH TWO COATS OF BITUMEN PAINT. 6.4 mm GYPSUM CEILING BOARDS FIXED TO 38 X 38 BRANDERING AT MAX 300mm CENTRES BOTH WAYS. 375 mic DPC TO BE PROVIDED TO WALLS AT SLAB LEVEL AND UNDER ALL CILLS. CONTRACTOR TO ENSURE THAT NO CHANGES IN LEVELS ARE MADE OVER LOCAL AUTHORITY SERVITUDES OR UNDER GROUND SERVICES UNLESS PERMISSION HAS BEEN GIVEN IN WRITING BY THE LOCAL AUTHORITY. ANY DISCREPANCIES AND OMISSIONS ARE TO BE BROUGHT TO THE ARCHITECTS ATTENTION IMMEDIATELY. IF ON EXCAVATION THE SITE IS FOUND TO CONTAIN EXPANSIVE CLAY, SHALE, GROUND WATER OR OTHER SUSPECT SOIL CONDITIONS : THEN ALL FOUNDATIONS ARE TO BE BUILT TO PROFESSIONAL ENGINEERS DETAILS & UNDER HIS SUPERVISION. NOTE: ALL DIMENSIONS - LEVELS ETC. ARE TO BE VERIFIED ON SITE PRIOR TO ANY WORK BEING PUT IN HAND AND TO REPORT ANY DECREPANCIES IMMEDIATELY TO THE ARCHITECT.ALL MATERIALS AND LABOUR PRACTICE IS TO COMPLY WITH PART-B OF SANS 10400 AND NATIONAL BUILDING REGULATIONS.THIS DRAWING OR ANY PORTION THEREOF IS RESERVED BY THE ARCHITECT AND MUST NOTBE RE-PRODUCED IN ANY FORM WITHOUT CONSENT SUB-FLOOR AND FOUNDATION TRENCHES TO BE POISONED WITH "CLORODANE" SOLUTION IN ACCORDANCE WITH SABS CODES OF PRACTICE BY SPECIALIST. GENERAL NOTES ALL WORK TO COMPLY WITH SANS 10400. CORNER BEACONS TO BE LOCATED AND EXPOSED BEFORE WORK ON SITE COMMENCES.CONTRACTOR TO CHECK ALL DIMENSIONS AND LEVELS (SCHEDULES AND DETAILS) BEFORE THE RELEVANT WORK IS PLACED IN HAND AND REPORT ANY DISCREPANCIES TO THE ARCHITECT. ALL WRITTEN DIMENSIONS TO BE TAKEN IN PREFERENCE TO SCALING. SOIL TO BE WELL COMPACTED BEHIND IN LAYERS NOT EXCEEDING 150 mm. ALL FOUNDATIONS TO BE TAKEN BELOW NATURAL GROUND LEVEL. NO BACK FILLING OF OVER EXCAVATED AREAS WILLBE PERMITTED. THE CONTRACTOR IS TO INSPECT THE OFFICIAL APPROVED COPIES OF THE DRAWINGS TO ENSURE THAT ALL AMENDMENTS HAVE BEEN TAKEN INTO ACCOUNT .THE ATTENTION OF THE OWNER/CONTACTORIS DRAWN TO THE FACT THAT CHANGERS TO THE PLAN&/OR SPECIFICATION AFTER OFFICIAL APPROVAL IS LIKELY TO INVALIDATE THAT APPROVAL. ALL EARTHWORKS TO BE CONTAINED WITHIN SITE BOUNDARIES & WITHIN 1.0 m OF ANY of ANY BOUNDARY.BANKS TO BE CUT AT A MAXIMUM OF 26 degrees. NATURAL GROUND LINE IN APPROXIMATE POSITION ONLY & NO CLAIM CAN BE MADE FOR ANY DISCREPANCIES ON SITE. Marseilles tiled roof Roof tiles on 38x38 battens on 250 microns plastic underlay on pre-fabricated trusses (gangnailed) on 114x38mm wall plates tied down at least 8 courses into brickwork 30mm raised plaster coping surround to inset to take dry-stack rockwork to detail Marseilles tiled roof Roof tiles on 38x38 battens on 250 microns plastic underlay on pre-fabricated trusses (gangnailed) on 114x38mm wall plates tied down at least 8 courses into brickwork 30mm raised plaster coping surround to inset to take dry-stack rockwork to detail TOP OF SLAB TOP OF SLAB NGL FFL NGL FFL 02 of 02 SEWER & SCHEDULES KNY12 06 OCT 20141:100 Y.SEWPERSAD NORTH ELEVATION EAST ELEVATION
- 33. A Executive Office`s- Moyo Melamine B Managerial Office`s - 30eight 1800 Ped C Open Plan Office`s - 30eight D Boardroom & Meeting - Moyo Box Leg Melamine E Training Room`s - Sway Stack Away A3 2 Sun International - Time Square 018-05-2016 FK040516 Notes : Designs are at a 5% tolerance due to scaled drawings and accuracy of survey. This drawing and/or design is subject to copyright and may not be reproduced in any form without prior written consent from Bidvest Waltons E A A A A A A B B B B B B B B B B B B B B C C C C C C C C CC D D D D D D E Lower Ground - Gaming Office`s Lower Ground - Gaming Lounge & TM Office Lower Ground - Marketing / Finance & Executive Offices A A A A Lower Ground - Surveillance Office`s Lower Ground - Staff Canteen & Clinic Lower Ground Gaming Board Office Ground Floor Gaming Lounge Ground Floor - Dispute Office First Floor - Gaming Lounge First Floor - VIP Lounge Lower Ground - IT Office`s Lower Ground Maintenance Office`s Lower Ground - HR Office`s & Training Room`s Furniture Proposal