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Studiowork submission
This document contains notes and specifications for a proposed recycling center project. It includes drainage notes, wall construction details, roofing notes, general notes, and notes on compliance with building regulations. Fire protection requirements are also specified referencing sprinklers, signage, emergency lighting, and fire resistance of doors, walls and floors. Dimensions and materials are to be verified on site before construction begins.
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- 1. FFL N.G.L FFL FFL PROJECT NO SCALE DATE MOBILE: 0730335172 e.mail: yolanda.sewpersad@yahoo.com 260111 ELEVATIONSDrawing Title DRAWING NO 1:100 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. ROOF NOTES IBR PROFILED CHROMADEK METAL SHEETING TO BE FACTORY COLOUR COATED ON PURLINS ON STEEL PORTAL FRAMED STRUCTURE DESIGNED AND CERTIFIED BY ENGINEER WITH 6 degree PITCH UNLESS OTHERWISE SPECIFIED AT 1.0m CENTRES WITH TRUSSES FIXED USING GALVINISED HOOP IRON METAL STRAPS TIED DOWN SIX COURSES INTO BRICKWORK- THERMAL INSULATION MATERIAL MUST BE CONSIDERED UNDER SHEETING. FIBRE CEMENT BARGE AND FASCIA BOARDS , UPVC GUTTERS & DOWN PIPES ALL TO BE FIXED IN ACCORDANCE WITH MANUFACTURES SPECIFICATIONS OVERHANG TO CONCEALED USING WEATHERBOARD 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 NOT BE 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. 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. 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 DIS-ABLED 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. ALL 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 12/15 18:06:14 NORTH ELEVATION scale 1 : 100 SOUTH ELEVATION scale 1 : 100 600 600 600 600 600 600 NGL N.G.L NGL FGL FFL FGL NGL NGL FGL 4500 200 45004500 200 4500 W28W29 W8 W9W10W11W12 W41W42W43W44W45 W40 ON ERF 979 PINETOWN TOWNSHIP AT CAVERSHAM ROAD CLIENTS SIGNATURE PROPOSED RECYCLE CENTRE Project DATE GENERAL NOTES WELL COMPACTED BACKFILL WELL COMPACTED BACKFILL STUDENT NO. STUDENT Y SEWPERSAD 21116563 700x230mm conc. strip foundations 1050M HIGH WROUGHT-IRON BALUSTRADING TO ARCHITECTS DETAIL ALL INTERIOR WALLS TO BE PLASTERED IN A 6:1 SAND CEMENT FINISH TO A MINIMUM AVERAGE THICKNESS OF 12MM AND PAINTED ALL INTERIOR WALLS TO BE PLASTERED IN A 6:1 SAND CEMENT FINISH TO A MINIMUM AVERAGE THICKNESS OF 12MM AND PAINTED ALL INTERIOR WALLS TO BE PLASTERED IN A 6:1 SAND CEMENT FINISH TO A MINIMUM AVERAGE THICKNESS OF 12MM AND PAINTED retaining wall cut and fill
- 2. N.G.L FFL N.G.L FFL N.G.L FFL N.G.L FFL PROJECT NO STUDENT NO. STUDENT SCALE DATE MOBILE:0730335172 e.mail : yolanda.sewpersad@yahoo.com 260111 ELEVATIONSDrawing Title DRAWING NO 1:100 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. ROOF NOTES IBR PROFILED CHROMADEK METAL SHEETING TO BE FACTORY COLOUR COATED ON PURLINS ON STEEL PORTAL FRAMED STRUCTURE DESIGNED AND CERTIFIED BY ENGINEER WITH 6 degree PITCH UNLESS OTHERWISE SPECIFIED AT 1.0m CENTRES WITH TRUSSES FIXED USING GALVINISED HOOP IRON METAL STRAPS TIED DOWN SIX COURSES INTO BRICKWORK- THERMAL INSULATION MATERIAL MUST BE CONSIDERED UNDER SHEETING. FIBRE CEMENT BARGE AND FASCIA BOARDS , UPVC GUTTERS & DOWN PIPES ALL TO BE FIXED IN ACCORDANCE WITH MANUFACTURES SPECIFICATIONS OVERHANG TO CONCEALED USING WEATHERBOARD 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 NOT BE 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. 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. 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 DIS-ABLED 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. ALL 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 11/15 18:06:14 Y SEWPERSAD 21116563 EAST ELEVATION scale 1 : 100 WEST ELEVATION scale 1 : 100 4500 200 4500 4500 200 4500 600 600 W17W30 W16 W15 W14 W13W19 W18W20W21W22W23W24W25 W1W2W3W4W5W6W7 D1D2D3 W31 W26W27 W46W47W48W49W50W51W52W53W54 W55W56 W57W58W59W60W61 D11 D10 W32W33W34W35W36W37 W38W39 D4D5D6D7 ON ERF 979 PINETOWN TOWNSHIP AT CAVERSHAM ROAD CLIENTS SIGNATURE PROPOSED RECYCLE CENTRE Project DATE GENERAL NOTES ENGINEERED CURVED CIRCULAR HOLLOW SECTION STEEL TRUSSES 0.5 WIDE SPAN CHROMODEK SHEETING ON BUBBLEFOIL INSULATION TO ENGINEERS DETAILES ON 200X150 C-PROFILE CHANNEL STEEL PURLINS AT 1530c/c on ENGINEERED CURVED CIRCULAR HOLLOW SECTION STEEL TRUSSES 0.5 WIDE SPAN CHROMODEK SHEETING ON BUBBLEFOIL INSULATION TO ENGINEERS DETAILES ON 200X150 C-PROFILE CHANNEL STEEL PURLINS AT 1530c/c on 1050M HIGH WROUGHT-IRON BALUSTRADING TO ARCHITECTS DETAIL ALL INTERIOR WALLS TO BE PLASTERED IN A 6:1 SAND CEMENT FINISH TO A MINIMUM AVERAGE THICKNESS OF 12MM AND PAINTED 1050M HIGH WROUGHT-IRON BALUSTRADING TO ARCHITECTS DETAIL ALL INTERIOR WALLS TO BE PLASTERED IN A 6:1 SAND CEMENT FINISH TO A MINIMUM AVERAGE THICKNESS OF 12MM AND PAINTED ENGINEERED CURVED CIRCULAR HOLLOW SECTION STEEL TRUSSES 0.5 WIDE SPAN CHROMODEK SHEETING ON BUBBLEFOIL INSULATION TO ENGINEERS DETAILES ON 200X150 C-PROFILE CHANNEL STEEL PURLINS AT 1530c/c on
- 3. WINDOW NO. FRAME DIAGRAM 25 MICRONSNATURAL ANNODIZED ALUMINUM FRAME. 25 MICRONS NATURAL ANNODIZED ALUMINUM FRAME. 25 MICRONS NATURAL ANNODIZED ALUMINUM FRAME. GLAZING 25 MICRONS NATURAL ANNODIZED ALUMINUM FRAME. 4mm CLEAR FLOAT GLASS. 4mm CLEAR FLOAT GLASS. 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. 4mm CLEAR FLOAT GLASS. 25 MICRONS NATURAL ANNODIZED ALUMINUM FRAME. 4mm CLEAR FLOAT GLASS. 25 MICRONS NATURAL ANNODIZED ALUMINUM FRAME. 4mm CLEAR FLOAT GLASS. DOOR NO. FRAME DIAGRAM GLAZING IRONMONGERY SCHEDULE WINDOWDOOR PROJECT NO SCALE DATE MOBILE: 0730335172 e.mail : yolanda.sewpersad@yahoo.com 260111 Drawing Title DRAWING NO 1:100 8/15 18:06:14 FIRST FLOORPLAN scale 1 : 100 fixed sg fixed sg 2250 1800 1200 560 fixed sg 1130 1500300 5601120560 1500 2240 600600 1800 900 750 1800 3600 24003450 560 1170 1170 560 525525525525 2100 1200 1200 2100 835 835 835 835 3340 2100 900 2100 560 fixed sg fixed sg 4580 4500 3700 4580 25 MICRONS NATURAL ANNODIZED ALUMINUM FRAME. 6.5mm FIXED TOUGHENED SAFETY GLASS. 25 MICRONS NATURAL ANNODIZED ALUMINUM FRAME. 6.5mm FIXED TOUGHENED SAFETY GLASS. 1 2 3 4 5 6 7 8 9 10 11 12 13 DOUBLE VOLUME 14 15 16 17 18 19 20 21 22 23 24 25 UP wcwc MALE TOILET wc FEMALE TOILET wcwc EDUCATIONAL VENUE RENTAL OFFICE2 RENTAL OFFICE1 RENTAL OFFICE3 RECEPTION 123456789101112131415 123456789101112131415 UP UP PASSAGE OFFICE1 OFFICE2 OFFICE3 OFFICE4 CAFETERIA FINISHEDGOODSSTORE A AB B 2WAY2WAY FIRST FLOOR-ELECTRICAL BALCONY OPEN TO SKY W32 W33 W34 W35 W36 W37 W38 W39 W40 W41 W42 W43 W44 W45 W46W47W48W49W50W51W52W53W54 W55W56 W57W58W59W60 D4 D5 D6 D7 D8 D9 W61 D11 D10 44,57,58,59,60,61. 1,2,3,32,33,34,35,36,37,51,52,53. 9,10,11,12,13,14,15,40,41,42,43,45,46,47, 48,49. 6,7,16,17,24,25,26,27, 28,29,50,54. 38,39,55,56.4,5,19,20 1,2. 5,6. 4,7ALL STANDARD INTERNAL DOORS.3,8,9,10,11. steel 2 bearing hinges lever handles on rose escutcheons lock case and strike plate(double cylinder) covered cam action overhead door closer, with adjustable closing speed, latch action, back check and delayed action 1.5mm square corner kicking plates signage rubber buffered steel bearing hinge rose case and strike plate (double cylinder) escutcheons cam action overhead door closers, with adjustable closing speed, latch action, back check and delayed action square corner kick plate and bottom of one leaf stainless steel bearing hinge rose case and strike plate (double cylinder) escutcheons cam action overhead door closers, with adjustable closing speed, latch action, back check and delayed action square corner kick plate top and bottom of one leaf. steel bearing hinge rose case and strike plate (double cylinder) escutcheons cam action overhead door closers, with adjustable closing speed, latch action, back check and delayed action square corner kick plate and bottom of one leaf ON ERF 979 PINETOWN TOWNSHIP AT CAVERSHAM ROAD CLIENTS SIGNATURE PROPOSED RECYCLE CENTRE Project DATE GENERAL NOTES STUDENT NO. STUDENT Y SEWPERSAD 21116563
- 4. PROJECT NO SCALE DATE MOBILE: 0730335172 e.mail: yolanda.sewpersad@yahoo.com 260111 FIRST FLOOR-GRID LINEDrawing Title DRAWING NO 1:100 6/15 18:06:14 1 2 3 4 5 6 7 8 9 10 11 12 13 DOUBLE VOLUME 14 15 16 17 18 19 20 21 22 23 24 25 UP wcwc MALE TOILET wc FEMALE TOILET wcwc EDUCATIONAL VENUE RENTAL OFFICE 2 RENTAL OFFICE 1 RENTAL OFFICE 3 RECEPTION BALCONY OPEN TO SKY 123456789101112131415 123456789101112131415 UP UP PASSAGE OFFICE 1 OFFICE 2 OFFICE 3 OFFICE 4 CAFETERIA FINISHED GOODS STORE A AB B 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 E FGHIJK ABCD FIRST FLOOR- GRID LINE scale 1 : 100 5000 5000 5000 5000 5000 5000 5000 5000 5000 5000 5000 5000 5000 5000 5000 5000 5000 5000 7340529073705000500048805230500045705000 5000 TRUE NORTH strongsummerwinds winterrain&winds sun rise sun set ON ERF 979 PINETOWN TOWNSHIP AT CAVERSHAM ROAD CLIENTS SIGNATURE PROPOSED RECYCLE CENTRE Project DATE GENERAL NOTES STUDENT NO. STUDENT Y SEWPERSAD 21116563
- 5. PROJECT NO SCALE DATE MOBILE: 0730335172 e.mail: yolanda.sewpersad@yahoo.com 260111 Drawing Title DRAWING NO 1:100 10/15 18:06:14 GROUND FLOORPLAN scale 1 : 100 1 2 3 4 5 6 7 8 9 10 11 12 13 DOUBLE VOLUME 14 15 16 17 18 19 20 21 22 23 24 25 UP wcwc MALE TOILET wc FEMALE TOILET wcwc EDUCATIONAL VENUE RENTAL OFFICE2 RENTAL OFFICE1 RENTAL OFFICE3 RECEPTION 123456789101112131415 123456789101112131415 UP UP PASSAGE OFFICE1 OFFICE2 OFFICE3 OFFICE4 CAFETERIA FINISHEDGOODSSTORE A AB B 24970 WEST ELEVATION SCALE 1 : 100 N.G.L FFL N.G.L FFL VP MH 1 MH 3 gullygully gully MH 2 ieieieieieie rwdprwdp svp svp svp rwdp FIRST FLOOR / ELEVATION - SEWER BALCONY OPEN TO SKY ON ERF 979 PINETOWN TOWNSHIP AT CAVERSHAM ROAD CLIENTS SIGNATURE PROPOSED RECYCLE CENTRE Project DATE GENERAL NOTES STUDENT NO. STUDENT Y SEWPERSAD 21116563
- 6. 1 2 3 4 5 6 7 8 9 10 11 12 13 DOUBLE VOLUME 14 15 16 17 18 19 20 21 22 23 24 25 UP wcwc MALE TOILET wc FEMALE TOILET wcwc EDUCATIONAL VENUE RENTAL OFFICE 2 RENTAL OFFICE 1 RENTAL OFFICE3 RECEPTION 123456789101112131415 123456789101112131415 UP UP PASSAGE OFFICE 1 OFFICE 2 OFFICE 3 OFFICE 4 CAFETERIA FINISHED GOODS STORE A AB B 54870 95370 104409560 10000 30440 9560 45370 49870 22049430220 540036101530360076403600905036001940 22014560220490010029650220 95370 20000490601008016230 PROJECT NO SCALE DATE MOBILE: 0730335172 e.mail : yolanda.sewpersad@yahoo.com 260111 FIRST FLOORPLANDrawing Title DRAWING NO 1:100 4/14 18:06:14 FIRST FLOORPLAN scale 1 : 100 34870 220934022050001104890220408010030460220 220 7350 110 2340 2320 2660 12370 220 19950 220 27802240 3780 19560 2202202580220 22011560220 5110 22037802580 19950 2209560 900363013203630137036301370363053801200129022401920225019502250181012004390456040046001640224027302240 2500 224027601510 4570 1060240023502400813022501460 220 9770 110 110 300 4830 110 9560 220 900 25150 220 4950 100220 4510 100 4850 100 4950 220 1550 2250 2760 2240 2760 2240 2440 10080 880 2500 1730 2500 2500 1520 4004580 22505460 3340840 1980 3340 2090 840 9410 900 900 7460 300900 4170 25007390 TRUE NORTH strongsummerwinds winterrain&winds sun rise sun set BALCONY OPEN TO SKY ON ERF 979 PINETOWN TOWNSHIP AT CAVERSHAM ROAD CLIENTS SIGNATURE PROPOSED RECYCLE CENTRE Project DATE GENERAL NOTES STUDENT NO. STUDENT Y SEWPERSAD 21116563 MOSAIC TILES MOSAIC TILES NON SLIP PORCELAIN TILES NON SLIP PORCELAIN TILES NON SLIP PORCELAIN TILES NON SLIP PORCELAIN TILES NON SLIP PORCELAIN TILES CERAMIC TILES CERAMIC TILES CERAMIC TILES CERAMIC TILES
- 7. PROJECT NO SCALE DATE MOBILE: 0730335172 e.mail: yolanda.sewpersad@yahoo.com 260111 GROUND FLOOR-ELECTRICAL Drawing Title DRAWING NO 1:100 7/15 18:06:14 GROUND FLOORPLAN scale 1 : 100 wcwcwc MALETOILET wc wcwcwcwcwcwc shshsh wcwcwcwc shshshsh wcwcwcwc sh FEMALETOILET OFFICE1 OFFICE2 OFFICE3 RECEPTION WAITINGAREA WALKWAY DISPATCHING OFFICES MALE CHANGEROOM FEMALE CHANGEROOM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 UP COLLECTION AREA DISMANTLING AREA PROCESSING AREA 123456789101112131415 123456789101112131415 UP UP wcwc DISABLED TOILET DISABLED TOILET B B A A PEDESTRIAN WALKWAY PEDESTRIAN WALKWAY 2 W1 W2 W3 W4 W5 W6 W7 W8 D1 D2 D2 W17 W30 W16 W15 W14 W13 W19 W18 W20 W21W22W23W24W25W27 W28 W29 W9 W10 W11 W12 W31 ON ERF 979 PINETOWN TOWNSHIP AT CAVERSHAM ROAD CLIENTS SIGNATURE PROPOSED RECYCLE CENTRE Project DATE GENERAL NOTES STUDENT NO. STUDENT Y SEWPERSAD 21116563
- 8. wcwcwc MALE TOILET wc wcwcwcwcwcwc shshsh wcwcwcwc shshshsh wcwcwcwc sh FEMALE TOILET OFFICE1 OFFICE 2 OFFICE 3 RECEPTIONWAITING AREA WALK WAY DISPATCHING OFFICES MALE CHANGE ROOM FEMALE CHANGE ROOM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 UP COLLECTION AREA DISMANTLING AREA PROCESSING AREA 123456789101112131415 123456789101112131415 UP UP wcwc DISABLED TOILETS B B A A TRUE NORTH strongsummerwinds winterrain&winds sun rise sun set 3780 4000 4390 5000 6000 1940 1960 1490 7670 PROJECT NO SCALE DATE MOBILE: 0730335172 e.mail : yolanda.sewpersad@yahoo.com 260111 Drawing Title DRAWING NO 1:100 5/15 18:06:14GROUND FLOOR- GRID LINE scale 1 : 100 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 E FGHIJK ABCD 5000 5000 5000 5000 5000 5000 5000 5000 5000 5000 5000 5000 5000 5000 5000 5000 5000 5000 5000 734052907370500050004880523050004570 GROUND FLOOR-GRID LINE 5000 ON ERF 979 PINETOWN TOWNSHIP AT CAVERSHAM ROAD CLIENTS SIGNATURE PROPOSED RECYCLE CENTRE Project DATE GENERAL NOTES STUDENT NO. STUDENT Y SEWPERSAD 21116563
- 9. PROJECT NO SCALE DATE MOBILE: 0730335172 e.mail: yolanda.sewpersad@yahoo.com 260111 Drawing Title DRAWING NO 1:100 9/15 18:06:14 GROUND FLOORPLAN scale 1 : 100 wcwcwc MALETOILET wc wcwcwcwcwcwc shshsh wcwcwcwc shshshsh wcwcwcwc sh FEMALETOILET OFFICE1 OFFICE2 OFFICE3 RECEPTION WAITINGAREA WALKWAY DISPATCHING OFFICES MALE CHANGEROOM FEMALE CHANGEROOM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 UP COLLECTION AREA DISMANTLING AREA PROCESSING AREA 123456789101112131415 123456789101112131415 UP UP wcwc DISABLED TOILET DISABLED TOILET B B A A PEDESTRIAN WALKWAYPEDESTRIAN WALKWAY VP gully gully VP VP gully MH 1 MH 3 ie ie ie ie ex MH 100mm Dia. pvc sewer pipe ie ie rwdp rwdp rwdp rwdp rwdp rwdp rwdp rwdprwdp rwdp rwdp rwdp MH 2 rwdp GROUND FLOOR - SEWER ON ERF 979 PINETOWN TOWNSHIP AT CAVERSHAM ROAD CLIENTS SIGNATURE PROPOSED RECYCLE CENTRE Project DATE GENERAL NOTES STUDENT NO. STUDENT Y SEWPERSAD 21116563
- 10. wcwcwc MALE TOILET wc wcwcwcwcwcwc shshsh wcwcwcwc shshshsh wcwcwcwc sh FEMALE TOILET OFFICE1 OFFICE 2 OFFICE 3 RECEPTIONWAITING AREA WALK WAY DISPATCHING OFFICES MALE CHANGE ROOM FEMALE CHANGE ROOM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 UP COLLECTION AREA DISMANTLING AREA PROCESSING AREA 123456789101112131415 123456789101112131415 UP UP wcwc DISABLED TOILETS B B A A 54870 104409560 1140114011401140434011011011011022022022010000 6360 TRUE NORTH strongsummerwinds winterrain&winds sun rise sun set PROJECT NO SCALE DATE MOBILE: 0730335172 e.mail : yolanda.sewpersad@yahoo.com 260111 GROUND FLOORPLANDrawing Title DRAWING NO 1:100 3/14 18:06:14 95370 10000 30440 9560 45370 9780 2500 110 2330 2450110 110 2280 110 2500110 2330 110 4890 110 4890 110 4950 220 1420 2240 2760 220 220 2240 1340 3050 1200 1870 1200 700 1200 1960 1200 4180 2240 2780 2240 2730 2240 1640 4600 400 4560 1940 2240 2570 1200 590 1200 6100 3600 6580 3600 6280 3600 5870 9560 220 6090 220 2620 1500 1930 110 32460 220 49870 22049430220 5400360011430360076403600905036001940 95380 20010490601008016230 220 19940 29840 110 6090 220 6060 110 12680 190 19560 230 1550 2250 2760 2240 2760 2240 2440 10080 4660 3450 1380 3450 1170 4600 400 4570 1740 2400 2620 1200590 1200 6010 4000 1020 4000 600 20010 3780 4000 4390 5000 418030680 408010030460220 5650114010001140620104403290406054404060898036005430 6000 1940 1960 1490 7670 GROUND FLOORPLAN scale 1 : 100 ON ERF 979 PINETOWN TOWNSHIP AT CAVERSHAM ROAD CLIENTS SIGNATURE PROPOSED RECYCLE CENTRE Project DATE GENERAL NOTES STUDENT NO. STUDENT Y SEWPERSAD 21116563 MOSAIC TILES MOSAIC TILES MOSAIC TILES MOSAIC TILES MOSAIC TILES SCREED FINISH SCREED FINISH SCREED FINISH NON SLIP PORCELAIN TILES NON SLIP PORCELAIN TILES NON SLIP PORCELAIN TILES NON SLIP PORCELAIN TILES NON SLIP PORCELAIN TILES NON SLIP PORCELAIN TILES CERAMIC TILESCERAMIC TILES
- 11. 7 500 BUILDINGLINE 7 500 BUILDING LINE 5000BUILDING LINE 7 500 BUILDING LINE 7500BUILDINGLINE 14228SITEBOUNDARY 30527SITEBOUNDARY 42427 SITE BOUNDARY 127204 SITE BOUNDARY 20100 SITE BOUNDARY 40603SITEBOUNDARY CAVERSHAM ROAD 162021 SITE BOUNDARY PEDESTRIAN WALKWAYPEDESTRIAN WALKWAY GUARD HOUSEBIN AREA 1 5 10 15 16 17 18 14 13 12 19 22 21 2 3 6 7 8 9 EXISTING SITE TREES EXISTING SITE TREES EXISTING SITE TREES PROJECT NO SCALE DATE MOBILE: 0730335172 e.mail : yolanda.sewpersad@yahoo.com 260111 ROOF PLANDrawing Title DRAWING NO 1:200 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. ROOF NOTES IBR PROFILED CHROMADEK METAL SHEETING TO BE FACTORY COLOUR COATED ON PURLINS ON STEEL PORTAL FRAMED STRUCTURE DESIGNED AND CERTIFIED BY ENGINEER WITH 6 degree PITCH UNLESS OTHERWISE SPECIFIED AT 1.0m CENTRES WITH TRUSSES FIXED USING GALVINISED HOOP IRON METAL STRAPS TIED DOWN SIX COURSES INTO BRICKWORK- THERMAL INSULATION MATERIAL MUST BE CONSIDERED UNDER SHEETING. FIBRE CEMENT BARGE AND FASCIA BOARDS , UPVC GUTTERS & DOWN PIPES ALL TO BE FIXED IN ACCORDANCE WITH MANUFACTURES SPECIFICATIONS OVERHANG TO CONCEALED USING WEATHERBOARD 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 NOT BE 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. 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. 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 DIS-ABLED 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. ALL 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 ROOF PLAN scale 1 : 200 2/15 18:06:14 MH 1 2 ie ie ie ie ie ie MH CONNECT TO MUNICIPAL SEWER ON ERF 979 PINETOWN TOWNSHIP AT CAVERSHAM ROAD CLIENTS SIGNATURE PROPOSED RECYCLE CENTRE Project DATE GENERAL NOTES TRUE NORTH strongsummerwinds winterrain&winds sun rise sun set STUDENT NO. STUDENT Y SEWPERSAD 21116563 FALL FALL FALL FALL FALL FALL FALL FALL FALL FALL FALL FALL FALL
- 12. MOBILE: 0730335172 e.mail :yolanda.sewpersad@yahoo.com Drawing Title 12 plate 12No 20 O bolts Ex.IPE 200 DETAIL 1 Purlins 150x75x20x2 lipped channels at 1500c/c at 12deg pitch Stiffeners @ 1200c/c 203 203 300 Splice 300x125x39# 300x125x39# Base Plate Scale 1:20 450 75 75 HD Bolts Scale 1:20 350 300 250 500 600 600 O/A Length 20 O Bolt Projection & thread 4 x DI2 20 HD bolts @ 276 c/c with 75mm of threaded end. 1000 1000 B Base Plan B 1000 600 800 20 395 500 300 30MPa concrete with Y16 rods @ 150c/c with 4 x y16 rods x 800 Extending into base 4 x DI2 20 HD Bolts @276c/c Section B-B Scale 1:20Scale 1:20 12mm THK PLATES TO BE BOLTED TO EACH OTHER 12No 20mm Dia. bolts CHROMODEK SHEETING 0.5 WIDE SPAN 300x125x39# 300x125x39# STIFFENER TO BE WELDED 406x140x39 "I" FORMING TO 12mm THK PLATE 220mm THICK DOUBLE BRICK WALL ROOF SHEETING AT 12 DEG PITCH 0.5 WIDE SPAN CHROMODECK Scale 1:20 Eaves Detail Scale 1:20 Eaves Detail DETAIL 2 MOBILE: 0730335172 e.mail : yolanda.sewpersad@yahoo.com DETAILED SECTIONSDrawing Title ON ERF 979 PINETOWN TOWNSHIP AT CAVERSHAM ROAD CLIENTS SIGNATURE PROPOSED RECYCLE CENTRE Project DATE PROJECT NO SCALE DATE 260111 DRAWING NO AS SHOWN 15/15 18:06:14 12mm PLASTER 75X22mm HARDWOOD SKIRTING. 19mm HARDWOOD QUADRANT. VINYL TILES ON 20mm CEMENT SCREED. 100mm THICK CONCRETE SURFACE BED. PVC UNDERLAY ON COMPACTED SOIL POISONED WITH ANTI TERMITE SOLUTION. BRC MESH REINFORCEMENT 12mm IMPREGNATED SOFTBOARD 700 X 230 CONCRETE FOUNDATION TOP TO BE MIN 3 COURSES BELOW GROUND LEVEL. PVC DAMPCOURSE HARD-BURNED FOUNDATION BRICKS N.G.L F.F.L DETAIL 3 - FOUNDATION MERANTI INTERNAL CILL DPC EXTERNAL TIMBER CILL GALVANISED METAL WEATHER BAR BEDDED IN MASTIC 6MM CLEAR FLOAT GLASS DETAIL 4 - SECTION THROUGH WINDOW CILL STUDENT NO. STUDENT Y SEWPERSAD 21116563
- 13. 3800 200 2600 700X230mm CONC. FOOTING, DEPTH TOBE DETERMINED BY ENG. FFL SUSPENDED CEILING FFL 700X230mm CONC. FOOTING, DEPTH TO BE DETERMINED BY ENG. 22MM WELL POLISHED CONCRETE SCREED ON 200MM BRC MESH REINFORCED CONC. SLAB ON DAMP PROOF MEMBRANE ON 50MM BLINDING SOIL ON 150MM WELL COMPACTED ANT POISONED SOIL1000X1000 CONC. FOOTING FOR DESIGNED STEEL STRUCTURE, DEPTH TO BE DETERMINED BY ENG. RC. CONC. SLAB UNDERSIDE OF RC SLAB TO BE PLASTERED AND PAINTED TIMBER PATITION WALL TIMBER PATITION WALL RC BEAM RC BEAM BUBBLEFOIL INSULATOR ALUMINIUM(TOP SIDE)& 2.2 STAINING WIRES,FIX TO TOP PURLING &CUT FACE DOWN POLYETHYLENE (BOTTOM SIDE) 200X150 C-PROFILE CHANNEL STEEL PURLINS AT 1530c/c on ON STEEL STRUCTURE . NGL C. LEVEL 1000X1000 CONC. FOOTING FOR DESIGNED STEEL STRUCTURE, DEPTH TO BE DETERMINED BY ENG. TO ENGINEERS DETAILES STEEL STAIRS STEEL STAIRS 300x125x39# 300x125x39# 300x125x39# PVCDOWNPIPE TREADS : RISERS : 300mm 170mm TREADS : RISERS : 300mm 170mm FACTORY AREA OFFICE 1 OFFICE 2 OFFICE 3 OFFICE 4 1 5 SECTION B-B scale 1 : 50 PROJECT NO SCALE DATE MOBILE: 0730335172 e.mail : yolanda.sewpersad@yahoo.com 260111 SECTIONSDrawing Title DRAWING NO 1:50 14/15 18:06:14 DETAIL 1 DETAIL 2 4500 200 4500 STRIP FOUNDATIONS TO ENGINEER'S DETAILS. STRIP FOUNDATIONS TO ENGINEER'S DETAILS. 22MM WELL POLISHED CONCRETE SCREED ON 200MM BRC MESH REINFORCED CONC. SLAB ON DAMP PROOF MEMBRANE ON 50MM BLINDING SOIL ON 150MM WELL COMPACTED ANT POISONED SOIL 22MM WELL POLISHED CONCRETE SCREED ON 200MM BRC MESH REINFORCED CONC. SLAB ON DAMP PROOF MEMBRANE ON 50MM BLINDING SOIL ON 150MM WELL COMPACTED ANT POISONED SOIL UNDERSIDE OF RC SLAB TO BE PLASTERED AND PAINTED UNDERSIDE OF RC SLAB TO BE PLASTERED AND PAINTED AG+DPC AG+DPC RC. CONC. SLAB RC. CONC. SLAB FFL NGL FFL ENGINEERED CURVED CIRCULAR HOLLOW SECTION STEEL TRUSSES 0.5 WIDE SPAN CHROMODEK SHEETING ON BUBBLEFOIL INSULATION TO ENGINEERS DETAILES ON 200X150 C-PROFILE CHANNEL STEEL PURLINS AT 1530c/c on AG+DPC AG+DPC EDUCATIONAL VENUE RECEPTION RENTAL OFFICE 1 RENTAL OFFICE 2 RECEPTION SECTION A-A scale 1 : 50 DETAIL 3 DETAIL 4 TWO LAYER BRICKWORK, WITH 95MM EACH BRICK AND 10 MM MORTAR. WALLS - 220mm EXTERNAL WALL AND 140mm INTERNAL WALLS 12MM RHINOBOARD CEILING WITH 1 COAT PVA PRIMER AND ENAMEL PAINT OR OTHERWISE FOLLOWED THROUGH TO MANUFACTURE'S GUIDELINES. ON ERF 979 PINETOWN TOWNSHIP AT CAVERSHAM ROAD CLIENTS SIGNATURE PROPOSED RECYCLE CENTRE Project DATE STEPPED DPC WITH OPEN PERPENDS IN BRICKWORK OF 935 CCS. 120MM THICK CONCRETE SURFACE BED REINFORCED WITH BRC MESH REF. 100 ALL TO STRUCTURAL ENGINEERS DETAIL AND SPECIFICATION SABS APPROVED 250 MICRONS DPM CONCRETE FOUNDATIONS TO STRUCTURAL ENGINEER'S DESIGN AND SPECIFICATION. WALLS - 220mm EXTERNAL WALL AND 140mm INTERNAL WALLS WALLS - 220mm EXTERNAL WALL AND 140mm INTERNAL WALLS ALL INTERIOR WALLS TO BE PLASTERED IN A 6:1 SAND CEMENT FINISH TO A MINIMUM AVERAGE THICKNESS OF 12MM AND PAINTED STUDENT NO. STUDENT Y SEWPERSAD 21116563
- 14. 4500 200 4500 21402360 STRIP FOUNDATIONS TO ENGINEER'SDETAILS. STRIP FOUNDATIONS TO ENGINEER'S DETAILS. STRIP FOUNDATIONS TO ENGINEER'S DETAILS. STRIP FOUNDATIONS TO ENGINEER'S DETAILS. STRIP FOUNDATIONS TO ENGINEER'S DETAILS. STRIP FOUNDATIONS TO ENGINEER'S DETAILS. STRIP FOUNDATIONS TO ENGINEER'S DETAILS. STRIP FOUNDATIONS TO ENGINEER'S DETAILS. 22MM WELL POLISHED CONCRETE SCREED ON 200MM BRC MESH REINFORCED CONC. SLAB ON DAMP PROOF MEMBRANE ON 50MM BLINDING SOIL ON 150MM WELL COMPACTED ANT POISONED SOIL 22MM WELL POLISHED CONCRETE SCREED ON 200MM BRC MESH REINFORCED CONC. SLAB ON DAMP PROOF MEMBRANE ON 50MM BLINDING SOIL ON 150MM WELL COMPACTED ANT POISONED SOIL 22MM WELL POLISHED CONCRETE SCREED ON 200MM BRC MESH REINFORCED CONC. SLAB ON DAMP PROOF MEMBRANE ON 50MM BLINDING SOIL ON 150MM WELL COMPACTED ANT POISONED SOIL 22MM WELL POLISHED CONCRETE SCREED ON 200MM BRC MESH REINFORCED CONC. SLAB ON DAMP PROOF MEMBRANE ON 50MM BLINDING SOIL ON 150MM WELL COMPACTED ANT POISONED SOIL RC STAIRS TREADS : RISERS : UNDERSIDE OF RC SLAB TO BE PLASTERED AND PAINTED UNDERSIDE OF RC SLAB TO BE PLASTERED AND PAINTED UNDERSIDE OF RC SLAB TO BE PLASTERED AND PAINTED UNDERSIDE OF RC SLAB TO BE PLASTERED AND PAINTED 3000 AG+DPC AG+DPC AG+DPC AG+DPC AG+DPC AG+DPC AG+DPC RC. CONC. SLAB RC. CONC. SLAB RC. CONC. SLAB FFL NGL FFL ENGINEERED CURVED CIRCULAR HOLLOW SECTION STEEL TRUSSES 0.5 WIDE SPAN CHROMODEK SHEETING ON BUBBLEFOIL INSULATION TO ENGINEERS DETAILES ON 200X150 C-PROFILE CHANNEL STEEL PURLINS AT 1530c/c on ENGINEERED CURVED CIRCULAR HOLLOW SECTION STEEL TRUSSES 0.5 WIDE SPAN CHROMODEK SHEETING ON BUBBLEFOIL INSULATION TO ENGINEERS DETAILES ON 200X150 C-PROFILE CHANNEL STEEL PURLINS AT 1530c/c on 3000 AG+DPC AG+DPC AG+DPC EDUCATIONAL VENUE 300mm 170mm DISPATCHING OFFICES BUBBLEFOIL INSULATOR ALUMINIUM(TOP SIDE)& 2.2 STAINING WIRES,FIX TO TOP PURLING &CUT FACE DOWN POLYETHYLENE (BOTTOM SIDE) 100x50x25 C-PROFILE CHANNEL STEEL PURLINS AT 1200c/c on 0.5 WIDE SPAN CHROMODEK SHEETING AT 12.5 DEGREE PITCH ON ON STEEL STRUCTURE . TO ENGINEERS DETAILES ENGINEERED CURVED CIRCULAR HOLLOW SECTION STEEL TRUSSES 0.5 WIDE SPAN CHROMODEK SHEETING ON BUBBLEFOIL INSULATION TO ENGINEERS DETAILES ON 200X150 C-PROFILE CHANNEL STEEL PURLINS AT 1530c/c on RECEPTION RENTAL OFFICE 1 RENTAL OFFICE 2 RECEPTION CAFETERIA FEMALE TOILETS FINISHED GOODS AREA FACTORY AREA 3800 200 2582 700X230mm CONC. FOOTING, DEPTH TO BE DETERMINED BY ENG. FFL SUSPENDED CEILING FFL 700X230mm CONC. FOOTING, DEPTH TO BE DETERMINED BY ENG. 22MM WELL POLISHED CONCRETE SCREED ON 200MM BRC MESH REINFORCED CONC. SLAB ON DAMP PROOF MEMBRANE ON 50MM BLINDING SOIL ON 150MM WELL COMPACTED ANT POISONED SOIL1000X1000 CONC. FOOTING FOR DESIGNED STEEL STRUCTURE, DEPTH TO BE DETERMINED BY ENG. RC. CONC. SLAB UNDERSIDE OF RC SLAB TO BE PLASTERED AND PAINTED TIMBER PATITION WALL TIMBER PATITION WALL RC BEAM RC BEAM BUBBLEFOIL INSULATOR ALUMINIUM(TOP SIDE)& 2.2 STAINING WIRES,FIX TO TOP PURLING &CUT FACE DOWN POLYETHYLENE (BOTTOM SIDE) 200X150 C-PROFILE CHANNEL STEEL PURLINS AT 1530c/c on ON STEEL STRUCTURE . NGL C. LEVEL 1000X1000 CONC. FOOTING FOR DESIGNED STEEL STRUCTURE, DEPTH TO BE DETERMINED BY ENG. TO ENGINEERS DETAILES STEEL STAIRS STEEL STAIRS 300x125x39# 300x125x39# 300x125x39# PVCDOWNPIPE TREADS : RISERS : 300mm 170mm TREADS : RISERS : 300mm 170mm FACTORY AREA OFFICE 1 OFFICE 2 OFFICE 3 OFFICE 4 SECTION B-B SCALE 1 : 100 PROJECT NO SCALE DATE MOBILE: 0730335172 e.mail : yolanda.sewpersad@yahoo.com 260111 SECTIONSDrawing Title DRAWING NO 1:100 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. ROOF NOTES IBR PROFILED CHROMADEK METAL SHEETING TO BE FACTORY COLOUR COATED ON PURLINS ON STEEL PORTAL FRAMED STRUCTURE DESIGNED AND CERTIFIED BY ENGINEER WITH 6 degree PITCH UNLESS OTHERWISE SPECIFIED AT 1.0m CENTRES WITH TRUSSES FIXED USING GALVINISED HOOP IRON METAL STRAPS TIED DOWN SIX COURSES INTO BRICKWORK- THERMAL INSULATION MATERIAL MUST BE CONSIDERED UNDER SHEETING. FIBRE CEMENT BARGE AND FASCIA BOARDS , UPVC GUTTERS & DOWN PIPES ALL TO BE FIXED IN ACCORDANCE WITH MANUFACTURES SPECIFICATIONS OVERHANG TO CONCEALED USING WEATHERBOARD 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 NOT BE 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. 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. 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 DIS-ABLED 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. ALL 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 13/15 18:06:14 SECTION A - A scale 1 : 100 SECTION B - B scale 1 : 100 ON ERF 979 PINETOWN TOWNSHIP AT CAVERSHAM ROAD CLIENTS SIGNATURE PROPOSED RECYCLE CENTRE Project DATE GENERAL NOTES SCHEDULE OF AREAS SITE AREA 14.450 sq.m. ZONING INDUSTRIAL 1 P R O P O S E D W O R K PARKING REQUIREMENT/PROVISION GROUND FLOOR ADMIN AREA 723.13 sq.m. FACTORY SPACE 1187.61 sq.m. ABLUTION 215.63 sq.m. FIRST FLOOR OFFICES (ADMIN) 607 sq.m. BALCONY 96.08 sq.m. CAFETERIA / ABLUTION 377.24 sq.m. EDUCATIONAL VENUE 408.09 sq.m. TOTAL BUILDING 3 614.78 sq.m. INDUSTRIAL - 1 Loading bay/1000sq.m (G.L.A.) OFFICES - 1 bays/100sq.m. (G.L.A.) RECYCLE CENTRE(2 200sq.m.)= 22 bays STUDENT NO. STUDENT Y SEWPERSAD 21116563 FLOOR FINISH: ABLUTIONS AND CHANGEROOMS.MOSAIC 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. FLOOR FINISH: LOCATION: SPECIFICATION: PREPARE FLOOR TO RECEIVE MINIMUM 20mm THICK SAND/ CEMENT SCREED , COMPRISING ONE PART CEMENT TO FIVE PARTS SAND. SCREED TO FALL TO FLOOR DRAINS WAREHOUSESCREED 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 SPECIFICATION: FLOOR FINISH: LOCATION: 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 ...... OTHER ADMINISTRATIVE AREASCERAMIC TILES LOCATION: FINISHES SCHEDULE
- 15. 7 500 BUILDINGLINE 7 500 BUILDING LINE 5000BUILDING LINE 7 500 BUILDING LINE 7500BUILDINGLINE 14228SITEBOUNDARY 30527SITEBOUNDARY 42427 SITE BOUNDARY 127204 SITE BOUNDARY 20100 SITE BOUNDARY 40603SITEBOUNDARY CAVERSHAM ROAD 162021 SITE BOUNDARY PEDESTRIAN WALKWAYPEDESTRIAN WALKWAY GUARD HOUSEBIN AREA 1 5 10 15 16 17 18 14 13 12 19 22 21 2 3 6 7 8 9 EXISTING SITE TREES EXISTING SITE TREES EXISTING SITE TREES SITE PLANDrawing Title 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. ROOF NOTES IBR PROFILED CHROMADEK METAL SHEETING TO BE FACTORY COLOUR COATED ON PURLINS ON STEEL PORTAL FRAMED STRUCTURE DESIGNED AND CERTIFIED BY ENGINEER WITH 6 degree PITCH UNLESS OTHERWISE SPECIFIED AT 1.0m CENTRES WITH TRUSSES FIXED USING GALVINISED HOOP IRON METAL STRAPS TIED DOWN SIX COURSES INTO BRICKWORK- THERMAL INSULATION MATERIAL MUST BE CONSIDERED UNDER SHEETING. FIBRE CEMENT BARGE AND FASCIA BOARDS , UPVC GUTTERS & DOWN PIPES ALL TO BE FIXED IN ACCORDANCE WITH MANUFACTURES SPECIFICATIONS OVERHANG TO CONCEALED USING WEATHERBOARD 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 NOT BE 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. 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. 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 DIS-ABLED 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. ALL 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 SITE PLAN - GROUND FLOOR scale 1 : 200 TRUE NORTH strongsummerwinds winterrain&winds sun rise sun set PROJECT NO SCALE DATE MOBILE: 0730335172 e.mail : yolanda.sewpersad@yahoo.com 260111 DRAWING NO 1:200 1/15 18:06:14 ON ERF 979 PINETOWN TOWNSHIP AT CAVERSHAM ROAD CLIENTS SIGNATURE PROPOSED RECYCLE CENTRE Project DATE GENERAL NOTES STUDENT NO. STUDENT Y SEWPERSAD 21116563 EXISTING SITE FENCE EXISTING SITE FENCE EXISTING SITE FENCE EXISTING SITE FENCE STAFF AND PUBLIC ENTRANCE AND EXIT SERVICE ENTRANCE AND EXIT