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.