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LOT 1857
LOT 1856
REM OF 5333
B
o
u
n
d
a
ry
1
3
6
2
3
5
B
o
u
n
d
a
r
y
8
3
9
7
5
b
o
u
n
d
a
r
y
4
0
5
0
5
Boundary
104900
B
o
u
n
d
a
r
y
6
1
8
0
5
B
o
u
n
d
a
ry
6
0
5
8
9
Boundary 75170
3
m
B
u
ild
in
g
lin
e
3
m
B
u
i
l
d
i
n
g
l
i
n
e
3
m
B
u
ild
in
g
lin
e
3m
B
uilding line
3
m
B
u
ild
in
g
lin
e
3m
Buildin
g lin
e
32.8
32.08
32.17
32.5
32.0
31.5
A
L
U
G
A
N
G
R
O
A
D
MH
31.51
PROPOSEDOFFICE BLOCK
proposed brickpaving to eng detail.
formalparking
2
8
6
2
0
SITE ENTRANCE
REVISIONS
DATE NO. REVISION
OWNER'S SIGNATURE
01/09
SITE PLAN
CONSTRUCTION &DETAILING III
PROPOSED OFFICE BLOCK
00120 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 THEAPPLICATION OF THE NATIONAL BUILDING REGULATIONS (N.B.R.) SANS10400
PART D - PUBLIC SAFETYALL BALUSTRADES TO COMPLY WITH PART DD2PART M - STAIRWAYSDIMENSIONS OF STAIRWAYS TO BE IN ACCORDANCE WITH MM2 &BALUSTRADES TO COMPLY WITH MM3PART N - GLAZINGALL GLAZING TO COMPLY WITH PART N-N.B.R.PART 0 - LIGHTING AND VENTILATIONALL AREAS TO BE ARTIFICIALLY LIT IN COMPLIANCE WITH 006, OFFICES &OTHER HABITAL ROOMS MIN. 350lux, TOILETS 160luxALL AREAS TO BE MECHANICALLY VENTILATED IN ACCORDANCE WITH007 - FRESH AIR TO BE SUPPLIED AT A RATE OF 7,5l/s/p & TOBE UNIFORMALLY DISTRIBUTED THROUGHOUT HABITAL AREAS.AIR VELOCITY NOT TO EXCEED 0,5m/s TO OFFICES & SHOPS
PART S - FACILITIES FOR DISABLED PERSONSRAMPS TO BE PROVIDED IN ACCORDANCE WITH SS2TOILET FACILITIES TO BE PROVIDED IN ACCORDANCE WITH SS5PARKING BAYS TO COMPLY WITH SS8SIGNAGE TO COMPLY WITH SS9PART U - REFUSE DISPOSALREFUSE AREA TO BE CONSTRUCTED & PROVIDED WITH HOSE,BIBTAP & SUMP
PART T - FIRE PROTECTIONOCCUPANCY CLASSIFICATION TO COMPLY WITH B2 &F2ALL MATERIALS TO COMPLY WITH TT5ALL STRUCTURAL ELEMENTS AND COMPONENTS TO COMPLY WITH TT7.
LL OPENINGS TO BE PROTECTED IN COMPLIANCE WITH TT10ALL ACCESS DOORS TO EMERGENCY ROUTES TO BE SABS CLASS B2 HOUR RATED. DOORS FIT WITH SELF-CLOSING DEVICE TT10.4 & LOCKS INACCORDANCE WITH TT19.9.ALL CEILING MATERIALS TO COMPLY WITH TT13ALL FLOOR COVERINGS TO COMPLY WITH TT14ALL WALL FINISHES TO COMPLY WITH TT15LOCKS TO ESCAPE AND ACCESS DOORS TO COMPLY WITH TT19.9STAIRWAYS FORMING ESCAPE ROUTES TO COMPLY WITH TT23ALL OPENINGS IN FLOORS TO COMPLY WITH TT26SIGNAGE TO BE PROVIDED IN ACCORDANCE WITH TT29,TT32, TT55.4 & TT55.5EMERGENCY ROUTES TO BE LIT IN ACCORDANCE WITH TT30 - DESIGNED BYPROF. ENGINEER & CERTIFIED ON COMPLETIONFIR DETECTION AND ALARM SYSTEM TO BE PROVIDED IN ACCORDANCE WITHTT31 - TO BE CERTIFIED BY PROFESSIONALSPRINKLER SYSTEM TO BE PROVIDED IN ACCORDANCE WITH TT33/36
FIRE RETICULATION TO COMPLY WITH TT33 & WW5HYDRANTS TO BE PROVIDED IN ACCORDANCE WITH TT35PORTABLE FIRE EXTINGUISHES TO BE PROVIDED IN ACCORDANCE WITHTT37ANY ACCESSIBLE CONCEALED SPACE WITH A MAX. DIMENSION OF5M TO BE FIRE STOPPED IN ACCORDANCE WITH TT39SERVICE PIPES, CONDUITS AND SLEEVES TO COMPLY WITH TT41
OCCUPANCY : OFFICE - G1 STORAGE - J3FIRE HOSE REELS TO COMPLY WITH TT3725mm dia. WATER SUPPLY TO ALL FIRE PROTECTION COMPONENTS3% 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 LL5.2TWO COURES OF BRICKWORK TO BE REINFORCEDWITH BRICKFORCE BELOW WALL PLATE LEVEL, ABOVEWINDOW HEAD HEIGHT & BELOW WINDOW CILL LEVEL.EXTERNAL FACE OF INNER SKIN OF ALL EXTERNALWALLS TO BE BAGGED AND WATERPROOFEDWITH TWO COATS OF BITUMEN PAINT.6.4 mm GYPSUM CEILING BOARDS FIXED TO 38 X 38BRANDERING AT MAX 300mm CENTRES BOTH WAYS.
375 mic DPC TO BE PROVIDED TO WALLS AT SLABLEVEL AND UNDER ALL CILLS.
CONTRACTOR TO ENSURE THAT NO CHANGES INLEVELS ARE MADE OVER LOCAL AUTHORITYSERVITUDES OR UNDER GROUND SERVICES UNLESSPERMISSION HAS BEEN GIVEN IN WRITING BYTHE LOCAL AUTHORITY.ANY DISCREPANCIES AND OMISSIONS ARE TO BEBROUGHT TO THE ARCHITECTS ATTENTIONIMMEDIATELY.
IF ON EXCAVATION THE SITE IS FOUND TOCONTAIN EXPANSIVE CLAY, SHALE, GROUND WATEROR OTHER SUSPECT SOIL CONDITIONS : THEN ALLFOUNDATIONS ARE TO BE BUILT TO PROFESSIONALENGINEERS DETAILS & UNDER HIS SUPERVISION.
NOTE: ALL DIMENSIONS - LEVELS ETC. ARE TO BE VERIFIED ON SITEPRIOR TO ANY WORK BEING PUT IN HAND AND TO REPORT ANYDECREPANCIES IMMEDIATELY TO THE ARCHITECT.ALL MATERIALSAND LABOUR PRACTICE IS TO COMPLY WITH PART-B OF SANS10400 AND NATIONAL BUILDING REGULATIONS.THIS DRAWINGOR ANY PORTION THEREOF IS RESERVED BY THE ARCHITECT ANDMUST NOTBE RE-PRODUCED IN ANY FORM WITHOUT CONSENT
SUB-FLOOR AND FOUNDATION TRENCHES TOBE POISONED WITH "CLORODANE" SOLUTIONIN ACCORDANCE WITH SABS CODES OFPRACTICE BY SPECIALIST.
SITE PLAN scale 1 : 500
GENERAL NOTESALL WORK TO COMPLY WITH SANS 10400.CORNER BEACONS TO BE LOCATED ANDEXPOSED BEFORE WORK ON SITECOMMENCES.CONTRACTOR TO CHECK ALLDIMENSIONS AND LEVELS (SCHEDULES ANDDETAILS) BEFORE THE RELEVANT WORK ISPLACED IN HAND AND REPORT ANYDISCREPANCIES TO THE ARCHITECT.ALL WRITTEN DIMENSIONS TO BE TAKEN INPREFERENCE TO SCALING.SOIL TO BE WELL COMPACTED BEHIND INLAYERS NOT EXCEEDING 150 mm.ALL FOUNDATIONS TO BE TAKEN BELOWNATURAL GROUND LEVEL.NO BACK FILLING OF OVER EXCAVATEDAREAS WILLBE PERMITTED.
THE CONTRACTOR IS TO INSPECT THEOFFICIAL APPROVED COPIES OF THEDRAWINGS TO ENSURE THAT ALLAMENDMENTS HAVE BEEN TAKEN INTOACCOUNT .THE ATTENTION OF THEOWNER/CONTACTORIS DRAWN TO THE FACTTHAT CHANGERS TO THE PLAN&/ORSPECIFICATION AFTER OFFICIAL APPROVALIS LIKELY TO INVALIDATE THAT APPROVAL.ALL EARTHWORKS TO BE CONTAINED WITHINSITE BOUNDARIES & WITHIN 1.0 m OF ANY ofANY BOUNDARY.BANKS TO BE CUT AT AMAXIMUM OF 26 degrees.
NATURAL GROUND LINE IN APPROXIMATEPOSITION ONLY & NO CLAIM CAN BE MADEFOR ANY DISCREPANCIESON 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.)
30m
FHR
ENTRANCE
31.900
1 2 3 4 5 6 7 8 9 10 11 12 13 14
AA
BB
A
B
RECEPTIONAREA
WAITINGAREA
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
1420
600
1570
600
270
600
1410
230
1860
110
2060
110
1860
230
6470
1420
600
1570
600
270
600
1410
230
1860
110
2060
110
1860
230
1500
1 2 3 4 5 6 7 8
1000mm high balustrade incompliance with SANS 10400-D
PLANTER
LIFT
1000mm high barrier stub wall
1000mm high balustrade incompliance with SANS 10400-D
1000mm high barrier stub wall
110Ø rwd in re. conc. columnas per Strc. Eng's specificationsand details with plaster andpaint finish as per finishesschedule
OFFICE AREA
1325
1325
350
2200
2800
1
2
3
3
2
1
300x300mm concrete columnplastered & painted,as per Strc. Engdetails & specifications
1000mm high balustrade incompliance with SANS 10400-D
1000mm high barrier stub wall
110Ø rwd in re. conc. columnas per Strc. Eng's specificationsand details with plaster andpaint finish as per finishesschedule
ENTRANCE
39230
1010 1800 1200120012001200120012001200120012001200 1800 1800 1800 1800 1800 1800 1800 10201200 790 3260 79032602700
12°
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 @ 180mmtreads @ 300mmin compliance withSANS 10400-M
risers @ 180mmtreads @ 300mmin compliance withSANS 10400-M
RAMP UP1:12 gradient in compliance with SANS 10400-S
risers @ 180mmtreads @ 300mmin compliance withSANS 10400-M
RAMP UP1:12 gradient in compliance with SANS 10400-S
590
31.900
OFFICE AREA
4000 180180
MOSAIC TILESMOSAIC TILESNON SLIP PORCELAIN TILES
CERAMIC TILESNON SLIP PORCELAIN TILES
REVISIONS
DATE NO. REVISION
OWNER'S SIGNATURE
02/09
FLOORPLANS
CONSTRUCTION &DETAILING III
PROPOSED OFFICE BLOCK
00120 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 columnplastered & painted
300x300mm concrete columnplastered & painted
300x300mm concrete columnplastered & painted
300x300mm concrete columnplastered & painted
300x300mm concrete columnplastered & painted
NOTES IN RESPECT OF S.A. STANDARD CODE OF PRACTICE FOR THEAPPLICATION OF THE NATIONAL BUILDING REGULATIONS (N.B.R.) SANS10400
PART D - PUBLIC SAFETYALL BALUSTRADES TO COMPLY WITH PART DD2PART M - STAIRWAYSDIMENSIONS OF STAIRWAYS TO BE IN ACCORDANCE WITH MM2 &BALUSTRADES TO COMPLY WITH MM3PART N - GLAZINGALL GLAZING TO COMPLY WITH PART N-N.B.R.PART 0 - LIGHTING AND VENTILATIONALL AREAS TO BE ARTIFICIALLY LIT IN COMPLIANCE WITH 006, OFFICES &OTHER HABITAL ROOMS MIN. 350lux, TOILETS 160luxALL AREAS TO BE MECHANICALLY VENTILATED IN ACCORDANCE WITH007 - FRESH AIR TO BE SUPPLIED AT A RATE OF 7,5l/s/p & TOBE UNIFORMALLY DISTRIBUTED THROUGHOUT HABITAL AREAS.AIR VELOCITY NOT TO EXCEED 0,5m/s TO OFFICES & SHOPS
PART S - FACILITIES FOR DISABLED PERSONSRAMPS TO BE PROVIDED IN ACCORDANCE WITH SS2TOILET FACILITIES TO BE PROVIDED IN ACCORDANCE WITH SS5PARKING BAYS TO COMPLY WITH SS8SIGNAGE TO COMPLY WITH SS9PART U - REFUSE DISPOSALREFUSE AREA TO BE CONSTRUCTED & PROVIDED WITH HOSE,BIBTAP & SUMP
PART T - FIRE PROTECTIONOCCUPANCY CLASSIFICATION TO COMPLY WITH B2 &F2ALL MATERIALS TO COMPLY WITH TT5ALL STRUCTURAL ELEMENTS AND COMPONENTS TO COMPLY WITH TT7.
LL OPENINGS TO BE PROTECTED IN COMPLIANCE WITH TT10ALL ACCESS DOORS TO EMERGENCY ROUTES TO BE SABS CLASS B2 HOUR RATED. DOORS FIT WITH SELF-CLOSING DEVICE TT10.4 & LOCKS INACCORDANCE WITH TT19.9.ALL CEILING MATERIALS TO COMPLY WITH TT13ALL FLOOR COVERINGS TO COMPLY WITH TT14ALL WALL FINISHES TO COMPLY WITH TT15LOCKS TO ESCAPE AND ACCESS DOORS TO COMPLY WITH TT19.9STAIRWAYS FORMING ESCAPE ROUTES TO COMPLY WITH TT23ALL OPENINGS IN FLOORS TO COMPLY WITH TT26SIGNAGE TO BE PROVIDED IN ACCORDANCE WITH TT29,TT32, TT55.4 & TT55.5EMERGENCY ROUTES TO BE LIT IN ACCORDANCE WITH TT30 - DESIGNED BYPROF. ENGINEER & CERTIFIED ON COMPLETIONFIR DETECTION AND ALARM SYSTEM TO BE PROVIDED IN ACCORDANCE WITHTT31 - TO BE CERTIFIED BY PROFESSIONALSPRINKLER SYSTEM TO BE PROVIDED IN ACCORDANCE WITH TT33/36
FIRE RETICULATION TO COMPLY WITH TT33 & WW5HYDRANTS TO BE PROVIDED IN ACCORDANCE WITH TT35PORTABLE FIRE EXTINGUISHES TO BE PROVIDED IN ACCORDANCE WITHTT37ANY ACCESSIBLE CONCEALED SPACE WITH A MAX. DIMENSION OF5M TO BE FIRE STOPPED IN ACCORDANCE WITH TT39SERVICE PIPES, CONDUITS AND SLEEVES TO COMPLY WITH TT41
OCCUPANCY : OFFICE - G1 STORAGE - J3FIRE HOSE REELS TO COMPLY WITH TT3725mm dia. WATER SUPPLY TO ALL FIRE PROTECTION COMPONENTS3% 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 LL5.2TWO COURES OF BRICKWORK TO BE REINFORCEDWITH BRICKFORCE BELOW WALL PLATE LEVEL, ABOVEWINDOW HEAD HEIGHT & BELOW WINDOW CILL LEVEL.EXTERNAL FACE OF INNER SKIN OF ALL EXTERNALWALLS TO BE BAGGED AND WATERPROOFEDWITH TWO COATS OF BITUMEN PAINT.6.4 mm GYPSUM CEILING BOARDS FIXED TO 38 X 38BRANDERING AT MAX 300mm CENTRES BOTH WAYS.
375 mic DPC TO BE PROVIDED TO WALLS AT SLABLEVEL AND UNDER ALL CILLS.
CONTRACTOR TO ENSURE THAT NO CHANGES INLEVELS ARE MADE OVER LOCAL AUTHORITYSERVITUDES OR UNDER GROUND SERVICES UNLESSPERMISSION HAS BEEN GIVEN IN WRITING BYTHE LOCAL AUTHORITY.ANY DISCREPANCIES AND OMISSIONS ARE TO BEBROUGHT TO THE ARCHITECTS ATTENTIONIMMEDIATELY.
IF ON EXCAVATION THE SITE IS FOUND TOCONTAIN EXPANSIVE CLAY, SHALE, GROUND WATEROR OTHER SUSPECT SOIL CONDITIONS : THEN ALLFOUNDATIONS ARE TO BE BUILT TO PROFESSIONALENGINEERS DETAILS & UNDER HIS SUPERVISION.
NOTE: ALL DIMENSIONS - LEVELS ETC. ARE TO BE VERIFIED ON SITEPRIOR TO ANY WORK BEING PUT IN HAND AND TO REPORT ANYDECREPANCIES IMMEDIATELY TO THE ARCHITECT.ALL MATERIALSAND LABOUR PRACTICE IS TO COMPLY WITH PART-B OF SANS10400 AND NATIONAL BUILDING REGULATIONS.THIS DRAWINGOR ANY PORTION THEREOF IS RESERVED BY THE ARCHITECT ANDMUST NOTBE RE-PRODUCED IN ANY FORM WITHOUT CONSENT
SUB-FLOOR AND FOUNDATION TRENCHES TOBE POISONED WITH "CLORODANE" SOLUTIONIN ACCORDANCE WITH SABS CODES OFPRACTICE BY SPECIALIST.
GROUND STOREY PLAN scale 1 : 100
GENERAL NOTESALL WORK TO COMPLY WITH SANS 10400.CORNER BEACONS TO BE LOCATED ANDEXPOSED BEFORE WORK ON SITECOMMENCES.CONTRACTOR TO CHECK ALLDIMENSIONS AND LEVELS (SCHEDULES ANDDETAILS) BEFORE THE RELEVANT WORK ISPLACED IN HAND AND REPORT ANYDISCREPANCIES TO THE ARCHITECT.ALL WRITTEN DIMENSIONS TO BE TAKEN INPREFERENCE TO SCALING.SOIL TO BE WELL COMPACTED BEHIND INLAYERS NOT EXCEEDING 150 mm.ALL FOUNDATIONS TO BE TAKEN BELOWNATURAL GROUND LEVEL.NO BACK FILLING OF OVER EXCAVATEDAREAS WILLBE PERMITTED.
THE CONTRACTOR IS TO INSPECT THEOFFICIAL APPROVED COPIES OF THEDRAWINGS TO ENSURE THAT ALLAMENDMENTS HAVE BEEN TAKEN INTOACCOUNT .THE ATTENTION OF THEOWNER/CONTACTORIS DRAWN TO THE FACTTHAT CHANGERS TO THE PLAN&/ORSPECIFICATION AFTER OFFICIAL APPROVALIS LIKELY TO INVALIDATE THAT APPROVAL.ALL EARTHWORKS TO BE CONTAINED WITHINSITE BOUNDARIES & WITHIN 1.0 m OF ANY ofANY BOUNDARY.BANKS TO BE CUT AT AMAXIMUM OF 26 degrees.
NATURAL GROUND LINE IN APPROXIMATEPOSITION ONLY & NO CLAIM CAN BE MADEFOR ANY DISCREPANCIESON 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.)
N
o
r
t
h
N
.
E
E
a
s
t
S
.
E
S
o
u
t
h
S
.
W
N
.
W
W
e
s
t
RAMP UP1:12 gradient in compliance with SANS 10400-S
ss
ssss
RE 1
RE 2RE 4
IE 3
IE 4
IE 5
IE 1
IE 2
30m
FHR
A
B
A
B
A
B
KITCHEN
6470
1420
600
1570
600
270
600
1410
230
1860
110
2060
110
1860
230
6470
1470
1200
2610
600
590
230
230
2090
110
3810
35.200
TEA AREA
MALES
FEMALES
ABLUTIONSOFFICE AREA
2200
2800
3230
4610
31.900
OFFICE AREA
110Ø rwd in re. conc. columnas per Strc. Eng's specificationsand details with plaster andpaint finish as per finishesschedule
1 2 3 4 5 6 7 8
17 16 15 14 13 12 11
9 10
LIFT
risers @ 180mmtreads @ 300mmin compliance withSANS 10400-M 300x300mm concrete column
plastered & painted,as per Strc. Engdetails & specifications
300x300mm concrete columnplastered & painted,as per Strc. Engdetails & 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 incompliance with SANS 10400-D
MOSAIC TILES
MOSAIC TILES
MOSAIC TILESNON SLIP PORCELAIN TILES
CERAMIC TILESNON SLIP PORCELAIN TILES
REVISIONS
DATE NO. REVISION
OWNER'S SIGNATURE
03/09
FLOORPLANS
CONSTRUCTION &DETAILING III
PROPOSED OFFICE BLOCK
00120 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 THEAPPLICATION OF THE NATIONAL BUILDING REGULATIONS (N.B.R.) SANS10400
PART D - PUBLIC SAFETYALL BALUSTRADES TO COMPLY WITH PART DD2PART M - STAIRWAYSDIMENSIONS OF STAIRWAYS TO BE IN ACCORDANCE WITH MM2 &BALUSTRADES TO COMPLY WITH MM3PART N - GLAZINGALL GLAZING TO COMPLY WITH PART N-N.B.R.PART 0 - LIGHTING AND VENTILATIONALL AREAS TO BE ARTIFICIALLY LIT IN COMPLIANCE WITH 006, OFFICES &OTHER HABITAL ROOMS MIN. 350lux, TOILETS 160luxALL AREAS TO BE MECHANICALLY VENTILATED IN ACCORDANCE WITH007 - FRESH AIR TO BE SUPPLIED AT A RATE OF 7,5l/s/p & TOBE UNIFORMALLY DISTRIBUTED THROUGHOUT HABITAL AREAS.AIR VELOCITY NOT TO EXCEED 0,5m/s TO OFFICES & SHOPS
PART S - FACILITIES FOR DISABLED PERSONSRAMPS TO BE PROVIDED IN ACCORDANCE WITH SS2TOILET FACILITIES TO BE PROVIDED IN ACCORDANCE WITH SS5PARKING BAYS TO COMPLY WITH SS8SIGNAGE TO COMPLY WITH SS9PART U - REFUSE DISPOSALREFUSE AREA TO BE CONSTRUCTED & PROVIDED WITH HOSE,BIBTAP & SUMP
PART T - FIRE PROTECTIONOCCUPANCY CLASSIFICATION TO COMPLY WITH B2 &F2ALL MATERIALS TO COMPLY WITH TT5ALL STRUCTURAL ELEMENTS AND COMPONENTS TO COMPLY WITH TT7.
LL OPENINGS TO BE PROTECTED IN COMPLIANCE WITH TT10ALL ACCESS DOORS TO EMERGENCY ROUTES TO BE SABS CLASS B2 HOUR RATED. DOORS FIT WITH SELF-CLOSING DEVICE TT10.4 & LOCKS INACCORDANCE WITH TT19.9.ALL CEILING MATERIALS TO COMPLY WITH TT13ALL FLOOR COVERINGS TO COMPLY WITH TT14ALL WALL FINISHES TO COMPLY WITH TT15LOCKS TO ESCAPE AND ACCESS DOORS TO COMPLY WITH TT19.9STAIRWAYS FORMING ESCAPE ROUTES TO COMPLY WITH TT23ALL OPENINGS IN FLOORS TO COMPLY WITH TT26SIGNAGE TO BE PROVIDED IN ACCORDANCE WITH TT29,TT32, TT55.4 & TT55.5EMERGENCY ROUTES TO BE LIT IN ACCORDANCE WITH TT30 - DESIGNED BYPROF. ENGINEER & CERTIFIED ON COMPLETIONFIR DETECTION AND ALARM SYSTEM TO BE PROVIDED IN ACCORDANCE WITHTT31 - TO BE CERTIFIED BY PROFESSIONALSPRINKLER SYSTEM TO BE PROVIDED IN ACCORDANCE WITH TT33/36
FIRE RETICULATION TO COMPLY WITH TT33 & WW5HYDRANTS TO BE PROVIDED IN ACCORDANCE WITH TT35PORTABLE FIRE EXTINGUISHES TO BE PROVIDED IN ACCORDANCE WITHTT37ANY ACCESSIBLE CONCEALED SPACE WITH A MAX. DIMENSION OF5M TO BE FIRE STOPPED IN ACCORDANCE WITH TT39SERVICE PIPES, CONDUITS AND SLEEVES TO COMPLY WITH TT41
OCCUPANCY : OFFICE - G1 STORAGE - J3FIRE HOSE REELS TO COMPLY WITH TT3725mm dia. WATER SUPPLY TO ALL FIRE PROTECTION COMPONENTS3% 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 LL5.2TWO COURES OF BRICKWORK TO BE REINFORCEDWITH BRICKFORCE BELOW WALL PLATE LEVEL, ABOVEWINDOW HEAD HEIGHT & BELOW WINDOW CILL LEVEL.EXTERNAL FACE OF INNER SKIN OF ALL EXTERNALWALLS TO BE BAGGED AND WATERPROOFEDWITH TWO COATS OF BITUMEN PAINT.6.4 mm GYPSUM CEILING BOARDS FIXED TO 38 X 38BRANDERING AT MAX 300mm CENTRES BOTH WAYS.
375 mic DPC TO BE PROVIDED TO WALLS AT SLABLEVEL AND UNDER ALL CILLS.
CONTRACTOR TO ENSURE THAT NO CHANGES INLEVELS ARE MADE OVER LOCAL AUTHORITYSERVITUDES OR UNDER GROUND SERVICES UNLESSPERMISSION HAS BEEN GIVEN IN WRITING BYTHE LOCAL AUTHORITY.ANY DISCREPANCIES AND OMISSIONS ARE TO BEBROUGHT TO THE ARCHITECTS ATTENTIONIMMEDIATELY.
IF ON EXCAVATION THE SITE IS FOUND TOCONTAIN EXPANSIVE CLAY, SHALE, GROUND WATEROR OTHER SUSPECT SOIL CONDITIONS : THEN ALLFOUNDATIONS ARE TO BE BUILT TO PROFESSIONALENGINEERS DETAILS & UNDER HIS SUPERVISION.
NOTE: ALL DIMENSIONS - LEVELS ETC. ARE TO BE VERIFIED ON SITEPRIOR TO ANY WORK BEING PUT IN HAND AND TO REPORT ANYDECREPANCIES IMMEDIATELY TO THE ARCHITECT.ALL MATERIALSAND LABOUR PRACTICE IS TO COMPLY WITH PART-B OF SANS10400 AND NATIONAL BUILDING REGULATIONS.THIS DRAWINGOR ANY PORTION THEREOF IS RESERVED BY THE ARCHITECT ANDMUST NOTBE RE-PRODUCED IN ANY FORM WITHOUT CONSENT
SUB-FLOOR AND FOUNDATION TRENCHES TOBE POISONED WITH "CLORODANE" SOLUTIONIN ACCORDANCE WITH SABS CODES OFPRACTICE BY SPECIALIST.
FIRST STOREY PLAN scale 1 : 100
GENERAL NOTESALL WORK TO COMPLY WITH SANS 10400.CORNER BEACONS TO BE LOCATED ANDEXPOSED BEFORE WORK ON SITECOMMENCES.CONTRACTOR TO CHECK ALLDIMENSIONS AND LEVELS (SCHEDULES ANDDETAILS) BEFORE THE RELEVANT WORK ISPLACED IN HAND AND REPORT ANYDISCREPANCIES TO THE ARCHITECT.ALL WRITTEN DIMENSIONS TO BE TAKEN INPREFERENCE TO SCALING.SOIL TO BE WELL COMPACTED BEHIND INLAYERS NOT EXCEEDING 150 mm.ALL FOUNDATIONS TO BE TAKEN BELOWNATURAL GROUND LEVEL.NO BACK FILLING OF OVER EXCAVATEDAREAS WILLBE PERMITTED.
THE CONTRACTOR IS TO INSPECT THEOFFICIAL APPROVED COPIES OF THEDRAWINGS TO ENSURE THAT ALLAMENDMENTS HAVE BEEN TAKEN INTOACCOUNT .THE ATTENTION OF THEOWNER/CONTACTORIS DRAWN TO THE FACTTHAT CHANGERS TO THE PLAN&/ORSPECIFICATION AFTER OFFICIAL APPROVALIS LIKELY TO INVALIDATE THAT APPROVAL.ALL EARTHWORKS TO BE CONTAINED WITHINSITE BOUNDARIES & WITHIN 1.0 m OF ANY ofANY BOUNDARY.BANKS TO BE CUT AT AMAXIMUM OF 26 degrees.
NATURAL GROUND LINE IN APPROXIMATEPOSITION ONLY & NO CLAIM CAN BE MADEFOR ANY DISCREPANCIESON 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.
SGF
SG
SG
SG
SG
SG
SG
SG
SGF
SG
SG
SG
SG
SG
SG
SG
SGF
SG
SG
SG
SG
SG
SG
SG
220mm non-load bearing brick wall,plastered & painted as per Specialistdetails & specifications
Glazing in compliance with SANS10400-N
1000mm high balustrade incompliance with SANS 10400-D
1000mm high balustrade incompliance with SANS 10400-D
1000mm high balustrade incompliance with SANS 10400-D
Window openings in compliancewith SANS 10400-N & 10400-O
Window openings in compliancewith 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
110Ø rwd in re. conc. columnas per Strc. Eng's specifications anddetails with plaster and paint finish as perfinishes schedule
REVISIONS
DATE NO. REVISION
OWNER'S SIGNATURE
04/09
ELEVATIONS
CONSTRUCTION &DETAILING III
PROPOSED OFFICE BLOCK
00120 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 THEAPPLICATION OF THE NATIONAL BUILDING REGULATIONS (N.B.R.) SANS10400
PART D - PUBLIC SAFETYALL BALUSTRADES TO COMPLY WITH PART DD2PART M - STAIRWAYSDIMENSIONS OF STAIRWAYS TO BE IN ACCORDANCE WITH MM2 &BALUSTRADES TO COMPLY WITH MM3PART N - GLAZINGALL GLAZING TO COMPLY WITH PART N-N.B.R.PART 0 - LIGHTING AND VENTILATIONALL AREAS TO BE ARTIFICIALLY LIT IN COMPLIANCE WITH 006, OFFICES &OTHER HABITAL ROOMS MIN. 350lux, TOILETS 160luxALL AREAS TO BE MECHANICALLY VENTILATED IN ACCORDANCE WITH007 - FRESH AIR TO BE SUPPLIED AT A RATE OF 7,5l/s/p & TOBE UNIFORMALLY DISTRIBUTED THROUGHOUT HABITAL AREAS.AIR VELOCITY NOT TO EXCEED 0,5m/s TO OFFICES & SHOPS
PART S - FACILITIES FOR DISABLED PERSONSRAMPS TO BE PROVIDED IN ACCORDANCE WITH SS2TOILET FACILITIES TO BE PROVIDED IN ACCORDANCE WITH SS5PARKING BAYS TO COMPLY WITH SS8SIGNAGE TO COMPLY WITH SS9PART U - REFUSE DISPOSALREFUSE AREA TO BE CONSTRUCTED & PROVIDED WITH HOSE,BIBTAP & SUMP
PART T - FIRE PROTECTIONOCCUPANCY CLASSIFICATION TO COMPLY WITH B2 &F2ALL MATERIALS TO COMPLY WITH TT5ALL STRUCTURAL ELEMENTS AND COMPONENTS TO COMPLY WITH TT7.
LL OPENINGS TO BE PROTECTED IN COMPLIANCE WITH TT10ALL ACCESS DOORS TO EMERGENCY ROUTES TO BE SABS CLASS B2 HOUR RATED. DOORS FIT WITH SELF-CLOSING DEVICE TT10.4 & LOCKS INACCORDANCE WITH TT19.9.ALL CEILING MATERIALS TO COMPLY WITH TT13ALL FLOOR COVERINGS TO COMPLY WITH TT14ALL WALL FINISHES TO COMPLY WITH TT15LOCKS TO ESCAPE AND ACCESS DOORS TO COMPLY WITH TT19.9STAIRWAYS FORMING ESCAPE ROUTES TO COMPLY WITH TT23ALL OPENINGS IN FLOORS TO COMPLY WITH TT26SIGNAGE TO BE PROVIDED IN ACCORDANCE WITH TT29,TT32, TT55.4 & TT55.5EMERGENCY ROUTES TO BE LIT IN ACCORDANCE WITH TT30 - DESIGNED BYPROF. ENGINEER & CERTIFIED ON COMPLETIONFIR DETECTION AND ALARM SYSTEM TO BE PROVIDED IN ACCORDANCE WITHTT31 - TO BE CERTIFIED BY PROFESSIONALSPRINKLER SYSTEM TO BE PROVIDED IN ACCORDANCE WITH TT33/36
FIRE RETICULATION TO COMPLY WITH TT33 & WW5HYDRANTS TO BE PROVIDED IN ACCORDANCE WITH TT35PORTABLE FIRE EXTINGUISHES TO BE PROVIDED IN ACCORDANCE WITHTT37ANY ACCESSIBLE CONCEALED SPACE WITH A MAX. DIMENSION OF5M TO BE FIRE STOPPED IN ACCORDANCE WITH TT39SERVICE PIPES, CONDUITS AND SLEEVES TO COMPLY WITH TT41
OCCUPANCY : OFFICE - G1 STORAGE - J3FIRE HOSE REELS TO COMPLY WITH TT3725mm dia. WATER SUPPLY TO ALL FIRE PROTECTION COMPONENTS3% 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 LL5.2TWO COURES OF BRICKWORK TO BE REINFORCEDWITH BRICKFORCE BELOW WALL PLATE LEVEL, ABOVEWINDOW HEAD HEIGHT & BELOW WINDOW CILL LEVEL.EXTERNAL FACE OF INNER SKIN OF ALL EXTERNALWALLS TO BE BAGGED AND WATERPROOFEDWITH TWO COATS OF BITUMEN PAINT.6.4 mm GYPSUM CEILING BOARDS FIXED TO 38 X 38BRANDERING AT MAX 300mm CENTRES BOTH WAYS.
375 mic DPC TO BE PROVIDED TO WALLS AT SLABLEVEL AND UNDER ALL CILLS.
CONTRACTOR TO ENSURE THAT NO CHANGES INLEVELS ARE MADE OVER LOCAL AUTHORITYSERVITUDES OR UNDER GROUND SERVICES UNLESSPERMISSION HAS BEEN GIVEN IN WRITING BYTHE LOCAL AUTHORITY.ANY DISCREPANCIES AND OMISSIONS ARE TO BEBROUGHT TO THE ARCHITECTS ATTENTIONIMMEDIATELY.
IF ON EXCAVATION THE SITE IS FOUND TOCONTAIN EXPANSIVE CLAY, SHALE, GROUND WATEROR OTHER SUSPECT SOIL CONDITIONS : THEN ALLFOUNDATIONS ARE TO BE BUILT TO PROFESSIONALENGINEERS DETAILS & UNDER HIS SUPERVISION.
NOTE: ALL DIMENSIONS - LEVELS ETC. ARE TO BE VERIFIED ON SITEPRIOR TO ANY WORK BEING PUT IN HAND AND TO REPORT ANYDECREPANCIES IMMEDIATELY TO THE ARCHITECT.ALL MATERIALSAND LABOUR PRACTICE IS TO COMPLY WITH PART-B OF SANS10400 AND NATIONAL BUILDING REGULATIONS.THIS DRAWINGOR ANY PORTION THEREOF IS RESERVED BY THE ARCHITECT ANDMUST NOTBE RE-PRODUCED IN ANY FORM WITHOUT CONSENT
SUB-FLOOR AND FOUNDATION TRENCHES TOBE POISONED WITH "CLORODANE" SOLUTIONIN ACCORDANCE WITH SABS CODES OFPRACTICE BY SPECIALIST.
NORTH EAST ELEVATION scale 1 : 100
GENERAL NOTESALL WORK TO COMPLY WITH SANS 10400.CORNER BEACONS TO BE LOCATED ANDEXPOSED BEFORE WORK ON SITECOMMENCES.CONTRACTOR TO CHECK ALLDIMENSIONS AND LEVELS (SCHEDULES ANDDETAILS) BEFORE THE RELEVANT WORK ISPLACED IN HAND AND REPORT ANYDISCREPANCIES TO THE ARCHITECT.ALL WRITTEN DIMENSIONS TO BE TAKEN INPREFERENCE TO SCALING.SOIL TO BE WELL COMPACTED BEHIND INLAYERS NOT EXCEEDING 150 mm.ALL FOUNDATIONS TO BE TAKEN BELOWNATURAL GROUND LEVEL.NO BACK FILLING OF OVER EXCAVATEDAREAS WILLBE PERMITTED.
THE CONTRACTOR IS TO INSPECT THEOFFICIAL APPROVED COPIES OF THEDRAWINGS TO ENSURE THAT ALLAMENDMENTS HAVE BEEN TAKEN INTOACCOUNT .THE ATTENTION OF THEOWNER/CONTACTORIS DRAWN TO THE FACTTHAT CHANGERS TO THE PLAN&/ORSPECIFICATION AFTER OFFICIAL APPROVALIS LIKELY TO INVALIDATE THAT APPROVAL.ALL EARTHWORKS TO BE CONTAINED WITHINSITE BOUNDARIES & WITHIN 1.0 m OF ANY ofANY BOUNDARY.BANKS TO BE CUT AT AMAXIMUM OF 26 degrees.
NATURAL GROUND LINE IN APPROXIMATEPOSITION ONLY & NO CLAIM CAN BE MADEFOR ANY DISCREPANCIESON 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
AA
BB
19 20 21 22 23 24 25 26
35 34 33 32 31 30 29
27 28
risers @ 180mmtreads @ 300mmin compliance withSANS 10400-M
REVISIONS
DATE NO. REVISION
OWNER'S SIGNATURE
05/09
ELEVATIONS & ROOF
CONSTRUCTION &DETAILING III
PROPOSED OFFICE BLOCK
00120 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 THEAPPLICATION OF THE NATIONAL BUILDING REGULATIONS (N.B.R.) SANS10400
PART D - PUBLIC SAFETYALL BALUSTRADES TO COMPLY WITH PART DD2PART M - STAIRWAYSDIMENSIONS OF STAIRWAYS TO BE IN ACCORDANCE WITH MM2 &BALUSTRADES TO COMPLY WITH MM3PART N - GLAZINGALL GLAZING TO COMPLY WITH PART N-N.B.R.PART 0 - LIGHTING AND VENTILATIONALL AREAS TO BE ARTIFICIALLY LIT IN COMPLIANCE WITH 006, OFFICES &OTHER HABITAL ROOMS MIN. 350lux, TOILETS 160luxALL AREAS TO BE MECHANICALLY VENTILATED IN ACCORDANCE WITH007 - FRESH AIR TO BE SUPPLIED AT A RATE OF 7,5l/s/p & TOBE UNIFORMALLY DISTRIBUTED THROUGHOUT HABITAL AREAS.AIR VELOCITY NOT TO EXCEED 0,5m/s TO OFFICES & SHOPS
PART S - FACILITIES FOR DISABLED PERSONSRAMPS TO BE PROVIDED IN ACCORDANCE WITH SS2TOILET FACILITIES TO BE PROVIDED IN ACCORDANCE WITH SS5PARKING BAYS TO COMPLY WITH SS8SIGNAGE TO COMPLY WITH SS9PART U - REFUSE DISPOSALREFUSE AREA TO BE CONSTRUCTED & PROVIDED WITH HOSE,BIBTAP & SUMP
PART T - FIRE PROTECTIONOCCUPANCY CLASSIFICATION TO COMPLY WITH B2 &F2ALL MATERIALS TO COMPLY WITH TT5ALL STRUCTURAL ELEMENTS AND COMPONENTS TO COMPLY WITH TT7.
LL OPENINGS TO BE PROTECTED IN COMPLIANCE WITH TT10ALL ACCESS DOORS TO EMERGENCY ROUTES TO BE SABS CLASS B2 HOUR RATED. DOORS FIT WITH SELF-CLOSING DEVICE TT10.4 & LOCKS INACCORDANCE WITH TT19.9.ALL CEILING MATERIALS TO COMPLY WITH TT13ALL FLOOR COVERINGS TO COMPLY WITH TT14ALL WALL FINISHES TO COMPLY WITH TT15LOCKS TO ESCAPE AND ACCESS DOORS TO COMPLY WITH TT19.9STAIRWAYS FORMING ESCAPE ROUTES TO COMPLY WITH TT23ALL OPENINGS IN FLOORS TO COMPLY WITH TT26SIGNAGE TO BE PROVIDED IN ACCORDANCE WITH TT29,TT32, TT55.4 & TT55.5EMERGENCY ROUTES TO BE LIT IN ACCORDANCE WITH TT30 - DESIGNED BYPROF. ENGINEER & CERTIFIED ON COMPLETIONFIR DETECTION AND ALARM SYSTEM TO BE PROVIDED IN ACCORDANCE WITHTT31 - TO BE CERTIFIED BY PROFESSIONALSPRINKLER SYSTEM TO BE PROVIDED IN ACCORDANCE WITH TT33/36
FIRE RETICULATION TO COMPLY WITH TT33 & WW5HYDRANTS TO BE PROVIDED IN ACCORDANCE WITH TT35PORTABLE FIRE EXTINGUISHES TO BE PROVIDED IN ACCORDANCE WITHTT37ANY ACCESSIBLE CONCEALED SPACE WITH A MAX. DIMENSION OF5M TO BE FIRE STOPPED IN ACCORDANCE WITH TT39SERVICE PIPES, CONDUITS AND SLEEVES TO COMPLY WITH TT41
OCCUPANCY : OFFICE - G1 STORAGE - J3FIRE HOSE REELS TO COMPLY WITH TT3725mm dia. WATER SUPPLY TO ALL FIRE PROTECTION COMPONENTS3% 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 LL5.2TWO COURES OF BRICKWORK TO BE REINFORCEDWITH BRICKFORCE BELOW WALL PLATE LEVEL, ABOVEWINDOW HEAD HEIGHT & BELOW WINDOW CILL LEVEL.EXTERNAL FACE OF INNER SKIN OF ALL EXTERNALWALLS TO BE BAGGED AND WATERPROOFEDWITH TWO COATS OF BITUMEN PAINT.6.4 mm GYPSUM CEILING BOARDS FIXED TO 38 X 38BRANDERING AT MAX 300mm CENTRES BOTH WAYS.
375 mic DPC TO BE PROVIDED TO WALLS AT SLABLEVEL AND UNDER ALL CILLS.
CONTRACTOR TO ENSURE THAT NO CHANGES INLEVELS ARE MADE OVER LOCAL AUTHORITYSERVITUDES OR UNDER GROUND SERVICES UNLESSPERMISSION HAS BEEN GIVEN IN WRITING BYTHE LOCAL AUTHORITY.ANY DISCREPANCIES AND OMISSIONS ARE TO BEBROUGHT TO THE ARCHITECTS ATTENTIONIMMEDIATELY.
IF ON EXCAVATION THE SITE IS FOUND TOCONTAIN EXPANSIVE CLAY, SHALE, GROUND WATEROR OTHER SUSPECT SOIL CONDITIONS : THEN ALLFOUNDATIONS ARE TO BE BUILT TO PROFESSIONALENGINEERS DETAILS & UNDER HIS SUPERVISION.
NOTE: ALL DIMENSIONS - LEVELS ETC. ARE TO BE VERIFIED ON SITEPRIOR TO ANY WORK BEING PUT IN HAND AND TO REPORT ANYDECREPANCIES IMMEDIATELY TO THE ARCHITECT.ALL MATERIALSAND LABOUR PRACTICE IS TO COMPLY WITH PART-B OF SANS10400 AND NATIONAL BUILDING REGULATIONS.THIS DRAWINGOR ANY PORTION THEREOF IS RESERVED BY THE ARCHITECT ANDMUST NOTBE RE-PRODUCED IN ANY FORM WITHOUT CONSENT
SUB-FLOOR AND FOUNDATION TRENCHES TOBE POISONED WITH "CLORODANE" SOLUTIONIN ACCORDANCE WITH SABS CODES OFPRACTICE BY SPECIALIST.
ROOF PLAN scale 1 : 100
GENERAL NOTESALL WORK TO COMPLY WITH SANS 10400.CORNER BEACONS TO BE LOCATED ANDEXPOSED BEFORE WORK ON SITECOMMENCES.CONTRACTOR TO CHECK ALLDIMENSIONS AND LEVELS (SCHEDULES ANDDETAILS) BEFORE THE RELEVANT WORK ISPLACED IN HAND AND REPORT ANYDISCREPANCIES TO THE ARCHITECT.ALL WRITTEN DIMENSIONS TO BE TAKEN INPREFERENCE TO SCALING.SOIL TO BE WELL COMPACTED BEHIND INLAYERS NOT EXCEEDING 150 mm.ALL FOUNDATIONS TO BE TAKEN BELOWNATURAL GROUND LEVEL.NO BACK FILLING OF OVER EXCAVATEDAREAS WILLBE PERMITTED.
THE CONTRACTOR IS TO INSPECT THEOFFICIAL APPROVED COPIES OF THEDRAWINGS TO ENSURE THAT ALLAMENDMENTS HAVE BEEN TAKEN INTOACCOUNT .THE ATTENTION OF THEOWNER/CONTACTORIS DRAWN TO THE FACTTHAT CHANGERS TO THE PLAN&/ORSPECIFICATION AFTER OFFICIAL APPROVALIS LIKELY TO INVALIDATE THAT APPROVAL.ALL EARTHWORKS TO BE CONTAINED WITHINSITE BOUNDARIES & WITHIN 1.0 m OF ANY ofANY BOUNDARY.BANKS TO BE CUT AT AMAXIMUM OF 26 degrees.
NATURAL GROUND LINE IN APPROXIMATEPOSITION ONLY & NO CLAIM CAN BE MADEFOR ANY DISCREPANCIESON 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
re. concrete slab as per Strc. Engdetails & 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
110Ø rwd in re. conc. column as per Strc. Eng'sspecifications and details with plaster and paintfinish as per finishes schedule
1000mm high balustrade incompliance 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 toarchitects 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
00120 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 THEAPPLICATION OF THE NATIONAL BUILDING REGULATIONS (N.B.R.) SANS10400
PART D - PUBLIC SAFETYALL BALUSTRADES TO COMPLY WITH PART DD2PART M - STAIRWAYSDIMENSIONS OF STAIRWAYS TO BE IN ACCORDANCE WITH MM2 &BALUSTRADES TO COMPLY WITH MM3PART N - GLAZINGALL GLAZING TO COMPLY WITH PART N-N.B.R.PART 0 - LIGHTING AND VENTILATIONALL AREAS TO BE ARTIFICIALLY LIT IN COMPLIANCE WITH 006, OFFICES &OTHER HABITAL ROOMS MIN. 350lux, TOILETS 160luxALL AREAS TO BE MECHANICALLY VENTILATED IN ACCORDANCE WITH007 - FRESH AIR TO BE SUPPLIED AT A RATE OF 7,5l/s/p & TOBE UNIFORMALLY DISTRIBUTED THROUGHOUT HABITAL AREAS.AIR VELOCITY NOT TO EXCEED 0,5m/s TO OFFICES & SHOPS
PART S - FACILITIES FOR DISABLED PERSONSRAMPS TO BE PROVIDED IN ACCORDANCE WITH SS2TOILET FACILITIES TO BE PROVIDED IN ACCORDANCE WITH SS5PARKING BAYS TO COMPLY WITH SS8SIGNAGE TO COMPLY WITH SS9PART U - REFUSE DISPOSALREFUSE AREA TO BE CONSTRUCTED & PROVIDED WITH HOSE,BIBTAP & SUMP
PART T - FIRE PROTECTIONOCCUPANCY CLASSIFICATION TO COMPLY WITH B2 &F2ALL MATERIALS TO COMPLY WITH TT5ALL STRUCTURAL ELEMENTS AND COMPONENTS TO COMPLY WITH TT7.
LL OPENINGS TO BE PROTECTED IN COMPLIANCE WITH TT10ALL ACCESS DOORS TO EMERGENCY ROUTES TO BE SABS CLASS B2 HOUR RATED. DOORS FIT WITH SELF-CLOSING DEVICE TT10.4 & LOCKS INACCORDANCE WITH TT19.9.ALL CEILING MATERIALS TO COMPLY WITH TT13ALL FLOOR COVERINGS TO COMPLY WITH TT14ALL WALL FINISHES TO COMPLY WITH TT15LOCKS TO ESCAPE AND ACCESS DOORS TO COMPLY WITH TT19.9STAIRWAYS FORMING ESCAPE ROUTES TO COMPLY WITH TT23ALL OPENINGS IN FLOORS TO COMPLY WITH TT26SIGNAGE TO BE PROVIDED IN ACCORDANCE WITH TT29,TT32, TT55.4 & TT55.5EMERGENCY ROUTES TO BE LIT IN ACCORDANCE WITH TT30 - DESIGNED BYPROF. ENGINEER & CERTIFIED ON COMPLETIONFIR DETECTION AND ALARM SYSTEM TO BE PROVIDED IN ACCORDANCE WITHTT31 - TO BE CERTIFIED BY PROFESSIONALSPRINKLER SYSTEM TO BE PROVIDED IN ACCORDANCE WITH TT33/36
FIRE RETICULATION TO COMPLY WITH TT33 & WW5HYDRANTS TO BE PROVIDED IN ACCORDANCE WITH TT35PORTABLE FIRE EXTINGUISHES TO BE PROVIDED IN ACCORDANCE WITHTT37ANY ACCESSIBLE CONCEALED SPACE WITH A MAX. DIMENSION OF5M TO BE FIRE STOPPED IN ACCORDANCE WITH TT39SERVICE PIPES, CONDUITS AND SLEEVES TO COMPLY WITH TT41
OCCUPANCY : OFFICE - G1 STORAGE - J3FIRE HOSE REELS TO COMPLY WITH TT3725mm dia. WATER SUPPLY TO ALL FIRE PROTECTION COMPONENTS3% 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 LL5.2TWO COURES OF BRICKWORK TO BE REINFORCEDWITH BRICKFORCE BELOW WALL PLATE LEVEL, ABOVEWINDOW HEAD HEIGHT & BELOW WINDOW CILL LEVEL.EXTERNAL FACE OF INNER SKIN OF ALL EXTERNALWALLS TO BE BAGGED AND WATERPROOFEDWITH TWO COATS OF BITUMEN PAINT.6.4 mm GYPSUM CEILING BOARDS FIXED TO 38 X 38BRANDERING AT MAX 300mm CENTRES BOTH WAYS.
375 mic DPC TO BE PROVIDED TO WALLS AT SLABLEVEL AND UNDER ALL CILLS.
CONTRACTOR TO ENSURE THAT NO CHANGES INLEVELS ARE MADE OVER LOCAL AUTHORITYSERVITUDES OR UNDER GROUND SERVICES UNLESSPERMISSION HAS BEEN GIVEN IN WRITING BYTHE LOCAL AUTHORITY.ANY DISCREPANCIES AND OMISSIONS ARE TO BEBROUGHT TO THE ARCHITECTS ATTENTIONIMMEDIATELY.
IF ON EXCAVATION THE SITE IS FOUND TOCONTAIN EXPANSIVE CLAY, SHALE, GROUND WATEROR OTHER SUSPECT SOIL CONDITIONS : THEN ALLFOUNDATIONS ARE TO BE BUILT TO PROFESSIONALENGINEERS DETAILS & UNDER HIS SUPERVISION.
NOTE: ALL DIMENSIONS - LEVELS ETC. ARE TO BE VERIFIED ON SITEPRIOR TO ANY WORK BEING PUT IN HAND AND TO REPORT ANYDECREPANCIES IMMEDIATELY TO THE ARCHITECT.ALL MATERIALSAND LABOUR PRACTICE IS TO COMPLY WITH PART-B OF SANS10400 AND NATIONAL BUILDING REGULATIONS.THIS DRAWINGOR ANY PORTION THEREOF IS RESERVED BY THE ARCHITECT ANDMUST NOTBE RE-PRODUCED IN ANY FORM WITHOUT CONSENT
SUB-FLOOR AND FOUNDATION TRENCHES TOBE POISONED WITH "CLORODANE" SOLUTIONIN ACCORDANCE WITH SABS CODES OFPRACTICE BY SPECIALIST.
SECTION A - A scale 1 : 50
GENERAL NOTESALL WORK TO COMPLY WITH SANS 10400.CORNER BEACONS TO BE LOCATED ANDEXPOSED BEFORE WORK ON SITECOMMENCES.CONTRACTOR TO CHECK ALLDIMENSIONS AND LEVELS (SCHEDULES ANDDETAILS) BEFORE THE RELEVANT WORK ISPLACED IN HAND AND REPORT ANYDISCREPANCIES TO THE ARCHITECT.ALL WRITTEN DIMENSIONS TO BE TAKEN INPREFERENCE TO SCALING.SOIL TO BE WELL COMPACTED BEHIND INLAYERS NOT EXCEEDING 150 mm.ALL FOUNDATIONS TO BE TAKEN BELOWNATURAL GROUND LEVEL.NO BACK FILLING OF OVER EXCAVATEDAREAS WILLBE PERMITTED.
THE CONTRACTOR IS TO INSPECT THEOFFICIAL APPROVED COPIES OF THEDRAWINGS TO ENSURE THAT ALLAMENDMENTS HAVE BEEN TAKEN INTOACCOUNT .THE ATTENTION OF THEOWNER/CONTACTORIS DRAWN TO THE FACTTHAT CHANGERS TO THE PLAN&/ORSPECIFICATION AFTER OFFICIAL APPROVALIS LIKELY TO INVALIDATE THAT APPROVAL.ALL EARTHWORKS TO BE CONTAINED WITHINSITE BOUNDARIES & WITHIN 1.0 m OF ANY ofANY BOUNDARY.BANKS TO BE CUT AT AMAXIMUM OF 26 degrees.
NATURAL GROUND LINE IN APPROXIMATEPOSITION ONLY & NO CLAIM CAN BE MADEFOR ANY DISCREPANCIESON 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.)
WAITINGAREA
31.900CERAMIC TILES
OFFICE AREANON 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.
OFFICE AREANON SLIP PORCELAIN TILES
31.900
OFFICE AREANON SLIP PORCELAIN TILES
REVISIONS
DATE NO. REVISION
OWNER'S SIGNATURE
07/09
SECTION B -B
CONSTRUCTION &DETAILING III
PROPOSED OFFICE BLOCK
00120 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 THEAPPLICATION OF THE NATIONAL BUILDING REGULATIONS (N.B.R.) SANS10400
PART D - PUBLIC SAFETYALL BALUSTRADES TO COMPLY WITH PART DD2PART M - STAIRWAYSDIMENSIONS OF STAIRWAYS TO BE IN ACCORDANCE WITH MM2 &BALUSTRADES TO COMPLY WITH MM3PART N - GLAZINGALL GLAZING TO COMPLY WITH PART N-N.B.R.PART 0 - LIGHTING AND VENTILATIONALL AREAS TO BE ARTIFICIALLY LIT IN COMPLIANCE WITH 006, OFFICES &OTHER HABITAL ROOMS MIN. 350lux, TOILETS 160luxALL AREAS TO BE MECHANICALLY VENTILATED IN ACCORDANCE WITH007 - FRESH AIR TO BE SUPPLIED AT A RATE OF 7,5l/s/p & TOBE UNIFORMALLY DISTRIBUTED THROUGHOUT HABITAL AREAS.AIR VELOCITY NOT TO EXCEED 0,5m/s TO OFFICES & SHOPS
PART S - FACILITIES FOR DISABLED PERSONSRAMPS TO BE PROVIDED IN ACCORDANCE WITH SS2TOILET FACILITIES TO BE PROVIDED IN ACCORDANCE WITH SS5PARKING BAYS TO COMPLY WITH SS8SIGNAGE TO COMPLY WITH SS9PART U - REFUSE DISPOSALREFUSE AREA TO BE CONSTRUCTED & PROVIDED WITH HOSE,BIBTAP & SUMP
PART T - FIRE PROTECTIONOCCUPANCY CLASSIFICATION TO COMPLY WITH B2 &F2ALL MATERIALS TO COMPLY WITH TT5ALL STRUCTURAL ELEMENTS AND COMPONENTS TO COMPLY WITH TT7.
LL OPENINGS TO BE PROTECTED IN COMPLIANCE WITH TT10ALL ACCESS DOORS TO EMERGENCY ROUTES TO BE SABS CLASS B2 HOUR RATED. DOORS FIT WITH SELF-CLOSING DEVICE TT10.4 & LOCKS INACCORDANCE WITH TT19.9.ALL CEILING MATERIALS TO COMPLY WITH TT13ALL FLOOR COVERINGS TO COMPLY WITH TT14ALL WALL FINISHES TO COMPLY WITH TT15LOCKS TO ESCAPE AND ACCESS DOORS TO COMPLY WITH TT19.9STAIRWAYS FORMING ESCAPE ROUTES TO COMPLY WITH TT23ALL OPENINGS IN FLOORS TO COMPLY WITH TT26SIGNAGE TO BE PROVIDED IN ACCORDANCE WITH TT29,TT32, TT55.4 & TT55.5EMERGENCY ROUTES TO BE LIT IN ACCORDANCE WITH TT30 - DESIGNED BYPROF. ENGINEER & CERTIFIED ON COMPLETIONFIR DETECTION AND ALARM SYSTEM TO BE PROVIDED IN ACCORDANCE WITHTT31 - TO BE CERTIFIED BY PROFESSIONALSPRINKLER SYSTEM TO BE PROVIDED IN ACCORDANCE WITH TT33/36
FIRE RETICULATION TO COMPLY WITH TT33 & WW5HYDRANTS TO BE PROVIDED IN ACCORDANCE WITH TT35PORTABLE FIRE EXTINGUISHES TO BE PROVIDED IN ACCORDANCE WITHTT37ANY ACCESSIBLE CONCEALED SPACE WITH A MAX. DIMENSION OF5M TO BE FIRE STOPPED IN ACCORDANCE WITH TT39SERVICE PIPES, CONDUITS AND SLEEVES TO COMPLY WITH TT41
OCCUPANCY : OFFICE - G1 STORAGE - J3FIRE HOSE REELS TO COMPLY WITH TT3725mm dia. WATER SUPPLY TO ALL FIRE PROTECTION COMPONENTS3% 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 LL5.2TWO COURES OF BRICKWORK TO BE REINFORCEDWITH BRICKFORCE BELOW WALL PLATE LEVEL, ABOVEWINDOW HEAD HEIGHT & BELOW WINDOW CILL LEVEL.EXTERNAL FACE OF INNER SKIN OF ALL EXTERNALWALLS TO BE BAGGED AND WATERPROOFEDWITH TWO COATS OF BITUMEN PAINT.6.4 mm GYPSUM CEILING BOARDS FIXED TO 38 X 38BRANDERING AT MAX 300mm CENTRES BOTH WAYS.
375 mic DPC TO BE PROVIDED TO WALLS AT SLABLEVEL AND UNDER ALL CILLS.
CONTRACTOR TO ENSURE THAT NO CHANGES INLEVELS ARE MADE OVER LOCAL AUTHORITYSERVITUDES OR UNDER GROUND SERVICES UNLESSPERMISSION HAS BEEN GIVEN IN WRITING BYTHE LOCAL AUTHORITY.ANY DISCREPANCIES AND OMISSIONS ARE TO BEBROUGHT TO THE ARCHITECTS ATTENTIONIMMEDIATELY.
IF ON EXCAVATION THE SITE IS FOUND TOCONTAIN EXPANSIVE CLAY, SHALE, GROUND WATEROR OTHER SUSPECT SOIL CONDITIONS : THEN ALLFOUNDATIONS ARE TO BE BUILT TO PROFESSIONALENGINEERS DETAILS & UNDER HIS SUPERVISION.
NOTE: ALL DIMENSIONS - LEVELS ETC. ARE TO BE VERIFIED ON SITEPRIOR TO ANY WORK BEING PUT IN HAND AND TO REPORT ANYDECREPANCIES IMMEDIATELY TO THE ARCHITECT.ALL MATERIALSAND LABOUR PRACTICE IS TO COMPLY WITH PART-B OF SANS10400 AND NATIONAL BUILDING REGULATIONS.THIS DRAWINGOR ANY PORTION THEREOF IS RESERVED BY THE ARCHITECT ANDMUST NOTBE RE-PRODUCED IN ANY FORM WITHOUT CONSENT
SUB-FLOOR AND FOUNDATION TRENCHES TOBE POISONED WITH "CLORODANE" SOLUTIONIN ACCORDANCE WITH SABS CODES OFPRACTICE BY SPECIALIST.
SECTION B - B scale 1 : 50
GENERAL NOTESALL WORK TO COMPLY WITH SANS 10400.CORNER BEACONS TO BE LOCATED ANDEXPOSED BEFORE WORK ON SITECOMMENCES.CONTRACTOR TO CHECK ALLDIMENSIONS AND LEVELS (SCHEDULES ANDDETAILS) BEFORE THE RELEVANT WORK ISPLACED IN HAND AND REPORT ANYDISCREPANCIES TO THE ARCHITECT.ALL WRITTEN DIMENSIONS TO BE TAKEN INPREFERENCE TO SCALING.SOIL TO BE WELL COMPACTED BEHIND INLAYERS NOT EXCEEDING 150 mm.ALL FOUNDATIONS TO BE TAKEN BELOWNATURAL GROUND LEVEL.NO BACK FILLING OF OVER EXCAVATEDAREAS WILLBE PERMITTED.
THE CONTRACTOR IS TO INSPECT THEOFFICIAL APPROVED COPIES OF THEDRAWINGS TO ENSURE THAT ALLAMENDMENTS HAVE BEEN TAKEN INTOACCOUNT .THE ATTENTION OF THEOWNER/CONTACTORIS DRAWN TO THE FACTTHAT CHANGERS TO THE PLAN&/ORSPECIFICATION AFTER OFFICIAL APPROVALIS LIKELY TO INVALIDATE THAT APPROVAL.ALL EARTHWORKS TO BE CONTAINED WITHINSITE BOUNDARIES & WITHIN 1.0 m OF ANY ofANY BOUNDARY.BANKS TO BE CUT AT AMAXIMUM OF 26 degrees.
NATURAL GROUND LINE IN APPROXIMATEPOSITION ONLY & NO CLAIM CAN BE MADEFOR ANY DISCREPANCIESON 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
Line of re. concrete column plastered & painted as per Strc. Eng. details &specifications Colour : White
75mmØ painted galvanised mild steel handrail as per Specialistdetails & specificationsColour : Gun Metal Grey (RAL 9006)
60mmØ painted galvanised mild steel balustrade as perSpecialist details & specificationsColour : Gun Metal Grey (RAL 9006)
Glazed aluminium shopfront with top hung openings &waterproofing, to be powder coated as per Specialist details &specificationsColour : Gun Metal Grey (RAL 9006)
600x600mm non-slip porcelain tiles laid on 20mm thick screedlaid to fall, with expansion joints as per Specialist details details& specificationsColour : White
Re. concrete slab as per Strc. Eng details & specifications
12mm plaster to be skimmed to a smooth surface & to paintedas per Specialist details & specificationsColour : White
REVISIONS
DATE NO. REVISION
OWNER'S SIGNATURE
08/09
DETAILED SECTIONS
CONSTRUCTION &DETAILING III
PROPOSED OFFICE BLOCK
00120 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.
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
00101 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 THEAPPLICATION OF THE NATIONAL BUILDING REGULATIONS (N.B.R.) SANS10400
PART D - PUBLIC SAFETYALL BALUSTRADES TO COMPLY WITH PART DD2PART M - STAIRWAYSDIMENSIONS OF STAIRWAYS TO BE IN ACCORDANCE WITH MM2 &BALUSTRADES TO COMPLY WITH MM3PART N - GLAZINGALL GLAZING TO COMPLY WITH PART N-N.B.R.PART 0 - LIGHTING AND VENTILATIONALL AREAS TO BE ARTIFICIALLY LIT IN COMPLIANCE WITH 006, OFFICES &OTHER HABITAL ROOMS MIN. 350lux, TOILETS 160luxALL AREAS TO BE MECHANICALLY VENTILATED IN ACCORDANCE WITH007 - FRESH AIR TO BE SUPPLIED AT A RATE OF 7,5l/s/p & TOBE UNIFORMALLY DISTRIBUTED THROUGHOUT HABITAL AREAS.AIR VELOCITY NOT TO EXCEED 0,5m/s TO OFFICES & SHOPS
PART S - FACILITIES FOR DISABLED PERSONSRAMPS TO BE PROVIDED IN ACCORDANCE WITH SS2TOILET FACILITIES TO BE PROVIDED IN ACCORDANCE WITH SS5PARKING BAYS TO COMPLY WITH SS8SIGNAGE TO COMPLY WITH SS9PART U - REFUSE DISPOSALREFUSE AREA TO BE CONSTRUCTED & PROVIDED WITH HOSE,BIBTAP & SUMP
PART T - FIRE PROTECTIONOCCUPANCY CLASSIFICATION TO COMPLY WITH B2 &F2ALL MATERIALS TO COMPLY WITH TT5ALL STRUCTURAL ELEMENTS AND COMPONENTS TO COMPLY WITH TT7.
LL OPENINGS TO BE PROTECTED IN COMPLIANCE WITH TT10ALL ACCESS DOORS TO EMERGENCY ROUTES TO BE SABS CLASS B2 HOUR RATED. DOORS FIT WITH SELF-CLOSING DEVICE TT10.4 & LOCKS INACCORDANCE WITH TT19.9.ALL CEILING MATERIALS TO COMPLY WITH TT13ALL FLOOR COVERINGS TO COMPLY WITH TT14ALL WALL FINISHES TO COMPLY WITH TT15LOCKS TO ESCAPE AND ACCESS DOORS TO COMPLY WITH TT19.9STAIRWAYS FORMING ESCAPE ROUTES TO COMPLY WITH TT23ALL OPENINGS IN FLOORS TO COMPLY WITH TT26SIGNAGE TO BE PROVIDED IN ACCORDANCE WITH TT29,TT32, TT55.4 & TT55.5EMERGENCY ROUTES TO BE LIT IN ACCORDANCE WITH TT30 - DESIGNED BYPROF. ENGINEER & CERTIFIED ON COMPLETIONFIR DETECTION AND ALARM SYSTEM TO BE PROVIDED IN ACCORDANCE WITHTT31 - TO BE CERTIFIED BY PROFESSIONALSPRINKLER SYSTEM TO BE PROVIDED IN ACCORDANCE WITH TT33/36
FIRE RETICULATION TO COMPLY WITH TT33 & WW5HYDRANTS TO BE PROVIDED IN ACCORDANCE WITH TT35PORTABLE FIRE EXTINGUISHES TO BE PROVIDED IN ACCORDANCE WITHTT37ANY ACCESSIBLE CONCEALED SPACE WITH A MAX. DIMENSION OF5M TO BE FIRE STOPPED IN ACCORDANCE WITH TT39SERVICE PIPES, CONDUITS AND SLEEVES TO COMPLY WITH TT41
OCCUPANCY : OFFICE - G1 STORAGE - J3FIRE HOSE REELS TO COMPLY WITH TT3725mm dia. WATER SUPPLY TO ALL FIRE PROTECTION COMPONENTS3% 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 LL5.2TWO COURES OF BRICKWORK TO BE REINFORCEDWITH BRICKFORCE BELOW WALL PLATE LEVEL, ABOVEWINDOW HEAD HEIGHT & BELOW WINDOW CILL LEVEL.EXTERNAL FACE OF INNER SKIN OF ALL EXTERNALWALLS TO BE BAGGED AND WATERPROOFEDWITH TWO COATS OF BITUMEN PAINT.6.4 mm GYPSUM CEILING BOARDS FIXED TO 38 X 38BRANDERING AT MAX 300mm CENTRES BOTH WAYS.
375 mic DPC TO BE PROVIDED TO WALLS AT SLABLEVEL AND UNDER ALL CILLS.
CONTRACTOR TO ENSURE THAT NO CHANGES INLEVELS ARE MADE OVER LOCAL AUTHORITYSERVITUDES OR UNDER GROUND SERVICES UNLESSPERMISSION HAS BEEN GIVEN IN WRITING BYTHE LOCAL AUTHORITY.ANY DISCREPANCIES AND OMISSIONS ARE TO BEBROUGHT TO THE ARCHITECTS ATTENTIONIMMEDIATELY.
IF ON EXCAVATION THE SITE IS FOUND TOCONTAIN EXPANSIVE CLAY, SHALE, GROUND WATEROR OTHER SUSPECT SOIL CONDITIONS : THEN ALLFOUNDATIONS ARE TO BE BUILT TO PROFESSIONALENGINEERS DETAILS & UNDER HIS SUPERVISION.
NOTE: ALL DIMENSIONS - LEVELS ETC. ARE TO BE VERIFIED ON SITEPRIOR TO ANY WORK BEING PUT IN HAND AND TO REPORT ANYDECREPANCIES IMMEDIATELY TO THE ARCHITECT.ALL MATERIALSAND LABOUR PRACTICE IS TO COMPLY WITH PART-B OF SANS10400 AND NATIONAL BUILDING REGULATIONS.THIS DRAWINGOR ANY PORTION THEREOF IS RESERVED BY THE ARCHITECT ANDMUST NOTBE RE-PRODUCED IN ANY FORM WITHOUT CONSENT
SUB-FLOOR AND FOUNDATION TRENCHES TOBE POISONED WITH "CLORODANE" SOLUTIONIN ACCORDANCE WITH SABS CODES OFPRACTICE BY SPECIALIST.
GENERAL NOTESALL WORK TO COMPLY WITH SANS 10400.CORNER BEACONS TO BE LOCATED ANDEXPOSED BEFORE WORK ON SITECOMMENCES.CONTRACTOR TO CHECK ALLDIMENSIONS AND LEVELS (SCHEDULES ANDDETAILS) BEFORE THE RELEVANT WORK ISPLACED IN HAND AND REPORT ANYDISCREPANCIES TO THE ARCHITECT.ALL WRITTEN DIMENSIONS TO BE TAKEN INPREFERENCE TO SCALING.SOIL TO BE WELL COMPACTED BEHIND INLAYERS NOT EXCEEDING 150 mm.ALL FOUNDATIONS TO BE TAKEN BELOWNATURAL GROUND LEVEL.NO BACK FILLING OF OVER EXCAVATEDAREAS WILLBE PERMITTED.
THE CONTRACTOR IS TO INSPECT THEOFFICIAL APPROVED COPIES OF THEDRAWINGS TO ENSURE THAT ALLAMENDMENTS HAVE BEEN TAKEN INTOACCOUNT .THE ATTENTION OF THEOWNER/CONTACTORIS DRAWN TO THE FACTTHAT CHANGERS TO THE PLAN&/ORSPECIFICATION AFTER OFFICIAL APPROVALIS LIKELY TO INVALIDATE THAT APPROVAL.ALL EARTHWORKS TO BE CONTAINED WITHINSITE BOUNDARIES & WITHIN 1.0 m OF ANY ofANY BOUNDARY.BANKS TO BE CUT AT AMAXIMUM OF 26 degrees.
NATURAL GROUND LINE IN APPROXIMATEPOSITION ONLY & NO CLAIM CAN BE MADEFOR ANY DISCREPANCIESON 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.