Construction pdf major project
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This document contains a site plan and floor plans for a proposed office block development with the following key details: - The site plan shows the layout of the proposed development on the site including access, parking, landscaping and boundary details. - The floor plans show the layout of the ground floor including a reception area, waiting area, tea room, male and female ablutions and office space. Stair access and balustrade details are also shown. - Notations provide information on compliance with local building regulations and standards covering public safety, accessibility, fire protection and other requirements.
Construction pdf major project
- 1. LOT 1857 LOT 1856 REM OF 5333 Boundary 136235 Boundary83975 boundary 40505 Boundary 104900 Boundary 61805 Boundary 60589 Boundary75170 3m Building line 3m Building line 3m Building line 3mBuildingline 3m Building line 3m Building line 32.8 32.08 32.17 32.5 32.0 31.5 ALU G AN G R O AD MH 31.51 PROPOSED OFFICE BLOCK proposed brick paving to eng detail. formal parking 28620 SITE ENTRANCE REVISIONS DATE NO. REVISION OWNER'S SIGNATURE 01/09 SITE PLAN CONSTRUCTION & DETAILING III PROPOSED OFFICE BLOCK 001 20 OCT 2014 PROJECT TITLE DRAWING TITLE PROJECT No. DRAWING No. SCALE DATE DESIGNED/DRAWN 1:500 Y.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. SITE PLAN scale 1 : 500 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.)
- 2. 30m FHR ENTRANCE 31.900 1 2 3 4 5 6 7 8 9 10 11 12 13 14 AA BB A B RECEPTION AREA WAITING AREA TEA AREA TEA AREA MALES FEMALES ABLUTIONS MALES FEMALES ABLUTIONS PLANTER PLANTER 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 6240 6470 142060015706002706001410 230186011020601101860230 6470 142060015706002706001410 230186011020601101860230 1500 1 2 3 4 5 6 7 8 1000mm high balustrade in compliance with SANS 10400-D PLANTER LIFT 1000mm high barrier stub wall 1000mm high balustrade in compliance with SANS 10400-D 1000mm high barrier stub wall as per Strc. Eng's specifications and details with plaster and paint finish as per finishes schedule OFFICE AREA 13251325350 2200 2800 1 2 3 3 2 1 300x300mm concrete column plastered & painted,as per Strc. Eng details & specifications 1000mm high balustrade in compliance with SANS 10400-D 1000mm high barrier stub wall as per Strc. Eng's specifications and details with plaster and paint finish as per finishes schedule ENTRANCE 39230 1010 1800 1200120012001200120012001200120012001200 1800 1800 1800 1800 1800 1800 1800 10201200 790 3260 79032602700 230 110 23028301102830 147205890 230110 11940 2960 39230 1010 1800 120012001200120012001200120012001200 1800 1800 1800 2440 1800 1800 1800 10201200 790 3260 46102700 230 110 23028301102830 5890110 2080 110 3000 110 6640 110 110 2080110 30009530 3230 4610 2400 risers @ 180mm treads @ 300mm in compliance with SANS 10400-M risers @ 180mm treads @ 300mm in compliance with SANS 10400-M RAMP UP 1:12 gradient in compliance with SANS 10400-S risers @ 180mm treads @ 300mm in compliance with SANS 10400-M RAMP UP 1:12 gradient in compliance with SANS 10400-S 590 31.900 OFFICE AREA 4000 180180 MOSAIC TILESMOSAIC TILES NON SLIP PORCELAIN TILES CERAMIC TILES NON SLIP PORCELAIN TILES REVISIONS DATE NO. REVISION OWNER'S SIGNATURE 02/09 FLOORPLANS CONSTRUCTION & DETAILING III PROPOSED OFFICE BLOCK 001 20 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 YOLANDA SEWPERSAD CANDIDATES CC. AND MAY NOT BE COPIED, SHARED OR REPRODUCED WITHOUT THE WRITTEN CONSENT. 300x300mm concrete column plastered & painted 300x300mm concrete column plastered & painted 300x300mm concrete column plastered & painted 300x300mm concrete column plastered & painted 300x300mm concrete column plastered & painted 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. GROUND STOREY PLAN scale 1 : 100 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.) North N.E East S.E South S.W N.W W est RAMP UP 1:12 gradient in compliance with SANS 10400-S ss ssss RE 1 RE 2 RE 4 IE 3 IE 4 IE 5 IE 1 IE 2
- 3. 30m FHR A B A B A B KITCHEN 6470 142060015706002706001410 230186011020601101860230 6470 147012002610600590 23023020901103810 35.200 TEA AREA MALES FEMALES ABLUTIONS OFFICE AREA2200 2800 3230 4610 31.900 OFFICE AREA as per Strc. Eng's specifications and details with plaster and paint finish as per finishes schedule 1 2 3 4 5 6 7 8 17 16 15 14 13 12 11 9 10 LIFT risers @ 180mm treads @ 300mm in compliance with SANS 10400-M 300x300mm concrete column plastered & painted,as per Strc. Eng details & specifications 300x300mm concrete column plastered & painted,as per Strc. Eng details & specifications 39230 1010 1800 1200120012001200120012001200120012001200 1800 1800 1800 1800 1800 1800 1800 10201200 790 3260 79032602700 28301105060 147203000110 12480 230230 230 4360 2960 2150 BALCONY 1 2 3 4 5 6 7 8 9 10 11 12 13 14 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 39230 1010 1800 120012001200120012001200120012001200 1800 1800 1800 2440 1800 1800 1800 10201200 790 3260 46102700 230 230 23028301102830 5890110 11830 110 110 2080110 30009530 3000 1410 1800 1650 1000mm high balustrade in compliance with SANS 10400-D MOSAIC TILES MOSAIC TILES MOSAIC TILES NON SLIP PORCELAIN TILES CERAMIC TILES NON SLIP PORCELAIN TILES REVISIONS DATE NO. REVISION OWNER'S SIGNATURE 03/09 FLOORPLANS CONSTRUCTION & DETAILING III PROPOSED OFFICE BLOCK 001 20 OCT 2014 PROJECT TITLE DRAWING TITLE PROJECT No. DRAWING No. SCALE DATE DESIGNED/DRAWN 1:100 Y.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. FIRST STOREY PLAN scale 1 : 100 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.
- 4. SG F SG SG SG SG SG SG SG SG F SG SG SG SG SG SG SG SG F SG SG SG SG SG SG SG 220mm non-load bearing brick wall, plastered & painted as per Specialist details & specifications Glazing in compliance with SANS 10400-N 1000mm high balustrade in compliance with SANS 10400-D 1000mm high balustrade in compliance with SANS 10400-D 1000mm high balustrade in compliance with SANS 10400-D Window openings in compliance with SANS 10400-N & 10400-O Window openings in compliance with SANS 10400-N & 10400-O 1 2 3 4 5 6 7 8 9 10 11 12 13 14 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 as per Strc. Eng's specifications and details with plaster and paint finish as per finishes schedule REVISIONS DATE NO. REVISION OWNER'S SIGNATURE 04/09 ELEVATIONS CONSTRUCTION & DETAILING III PROPOSED OFFICE BLOCK 001 20 OCT 2014 PROJECT TITLE DRAWING TITLE PROJECT No. DRAWING No. SCALE DATE DESIGNED/DRAWN 1:100 Y.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. NORTH EAST ELEVATION scale 1 : 100 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.) SOUTH EAST ELEVATION scale 1 : 100 NGL FFL THIS DRAWING IS THE COPYRIGHT INTERLECTUAL PROPERTY OF YOLANDA SEWPERSAD CANDIDATES CC. AND MAY NOT BE COPIED, SHARED OR REPRODUCED WITHOUT THE WRITTEN CONSENT. aluminium sun louvre by specialist
- 5. AA BB 19 20 21 22 23 24 25 26 35 34 33 32 31 30 29 27 28 risers @ 180mm treads @ 300mm in compliance with SANS 10400-M REVISIONS DATE NO. REVISION OWNER'S SIGNATURE 05/09 ELEVATIONS & ROOF CONSTRUCTION & DETAILING III PROPOSED OFFICE BLOCK 001 20 OCT 2014 PROJECT TITLE DRAWING TITLE PROJECT No. DRAWING No. SCALE DATE DESIGNED/DRAWN 1:100 Y.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. ROOF PLAN scale 1 : 100 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.) SOUTH WEST ELEVATION scale 1 : 100 THIS DRAWING IS THE COPYRIGHT INTERLECTUAL PROPERTY OF YOLANDA SEWPERSAD CANDIDATES CC. AND MAY NOT BE COPIED, SHARED OR REPRODUCED WITHOUT THE WRITTEN CONSENT. fall to slope aluminium sun louvre by specialist aluminium sun louvre by specialist aluminium sun louvre by specialist aluminium sun louvre by specialist
- 6. re. concrete slab as 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 re. concrete beam plastered & painted, as per Strc. Eng details & specifications 220mm non-load bearing brick wall, plastered & painted as per Specialist details & specifications DETAIL 2 DETAIL 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 REVISIONS DATE NO. REVISION OWNER'S SIGNATURE 06/09 SECTION A - A CONSTRUCTION & DETAILING III PROPOSED OFFICE BLOCK 001 20 OCT 2014 PROJECT TITLE DRAWING TITLE PROJECT No. DRAWING No. SCALE DATE DESIGNED/DRAWN 1:50 Y.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. SECTION A - A scale 1 : 50 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.) WAITING AREA 31.900 CERAMIC TILES OFFICE AREA NON SLIP PORCELAIN TILES THIS DRAWING IS THE COPYRIGHT INTERLECTUAL PROPERTY OF YOLANDA SEWPERSAD CANDIDATES CC. AND MAY NOT BE COPIED, SHARED OR REPRODUCED WITHOUT THE WRITTEN CONSENT.
- 7. OFFICE AREA NON SLIP PORCELAIN TILES 31.900 OFFICE AREA NON SLIP PORCELAIN TILES REVISIONS DATE NO. REVISION OWNER'S SIGNATURE 07/09 SECTION B -B CONSTRUCTION & DETAILING III PROPOSED OFFICE BLOCK 001 20 OCT 2014 PROJECT TITLE DRAWING TITLE PROJECT No. DRAWING No. SCALE DATE DESIGNED/DRAWN 1:50 Y.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. SECTION B - B scale 1 : 50 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. aluminium sun louvre by specialist
- 8. Line of re. concrete column plastered & painted as per Strc. Eng. details & specifications Colour : White details & specifications Colour : Gun Metal Grey (RAL 9006) 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 08/09 DETAILED SECTIONS CONSTRUCTION & DETAILING III PROPOSED OFFICE BLOCK 001 20 OCT 2014 PROJECT TITLE DRAWING TITLE PROJECT No. DRAWING No. SCALE DATE DESIGNED/DRAWN 1:10 Y.SEWPERSAD DETAIL 1 scale 1 : 10 DETAIL 2 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.
- 9. 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 09/09 SCHEDULES CONSTRUCTION & DETAILING III PROPOSED OFFICE BLOCK 001 01 OCT 2014 PROJECT TITLE DRAWING TITLE PROJECT No. DRAWING No. SCALE DATE DESIGNED/DRAWN 1:100 Y.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.