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.

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.