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.

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 MICRONS NATURAL 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
OFFICE 3
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
OFFICE 1 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
OFFICE 1 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 BUILDING LINE
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 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
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'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.
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 BUILDING LINE
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