Studiowork submission

FFL

N.G.L

FFL

FFL

PROJECT NO

SCALE

DATE

MOBILE: 0730335172

e.mail : [email protected]

260111

ELEVATIONS

Drawing Title

DRAWING NO

1:100

DRAINAGE NOTES

- ALL WORK IS TO COMPLY TO SANS 10400

- HEAD OF DRAIN IS TO BE VENTED

- ANY DAMAGED FITTINGS TO BE REPLACED

- ALL GULLEY SURROUNDS & MANHOLE

COVERS TO BE 75 mm ABOVE GROUND LEVEL

- SEWER MANHOLES TO BE EXPOSED BEFORE

COMMENCING WORK AND ADJUST LEVELS

ACCORDINGLY

- IE'S TO ALL BENDS AND JUNCTIONS

- SOIL PIPES TO BE 110 diameter PVC

- SEWER UNDER BUILDINGS TO BE

110 mm UPVC RIBBED PTPE

- ANCHOR BLOCKS TO BE USED WHEN

GRADIENTS EXCEED 1:5

FLASHING TO COMPLY WITH PART LL5.2

TWO COURES OF BRICKWORK TO BE REINFORCED

WITH BRICKFORCE BELOW WALL PLATE LEVEL, ABOVE

WINDOW HEAD HEIGHT & BELOW WINDOW CILL LEVEL.

EXTERNAL FACE OF INNER SKIN OF ALL EXTERNAL

WALLS TO BE BAGGED AND WATERPROOFED

WITH TWO COATS OF BITUMEN PAINT.

6.4 mm GYPSUM CEILING BOARDS FIXED TO 38 X 38

BRANDERING AT MAX 300mm CENTRES BOTH WAYS.

375 mic DPC TO BE PROVIDED TO WALLS AT SLAB

LEVEL AND UNDER ALL CILLS.

ROOF NOTES

IBR PROFILED CHROMADEK METAL SHEETING TO BE FACTORY COLOUR

COATED ON PURLINS ON STEEL PORTAL FRAMED STRUCTURE

DESIGNED AND CERTIFIED BY ENGINEER WITH 6 degree PITCH UNLESS

OTHERWISE SPECIFIED AT 1.0m CENTRES WITH TRUSSES FIXED USING

GALVINISED HOOP IRON METAL STRAPS TIED DOWN SIX COURSES

INTO BRICKWORK- THERMAL INSULATION

MATERIAL MUST BE CONSIDERED UNDER SHEETING.

FIBRE CEMENT BARGE AND FASCIA BOARDS , UPVC

GUTTERS & DOWN PIPES ALL TO BE FIXED IN ACCORDANCE WITH

MANUFACTURES SPECIFICATIONS

OVERHANG TO CONCEALED USING WEATHERBOARD

NOTE: ALL DIMENSIONS - LEVELS ETC. ARE TO BE

VERIFIED ON SITE PRIOR TO ANY WORK BEING PUT IN

HAND AND TO REPORT ANY DECREPANCIES IMMEDIATELY

TO THE ARCHITECT

ALL MATERIALS AND LABOUR PRACTICE IS TO COMPLY

WITH PART-B OF SANS 10400

AND NATIONAL BUILDING REGULATIONS.

THIS DRAWING OR ANY PORTION THEREOF IS

RESERVED BY THE ARCHITECT AND MUST NOT

BE RE-PRODUCED IN ANY FORM WITHOUT CONSENT

SUB-FLOOR AND FOUNDATION

TRENCHES TO BE POISONED WITH

"CLORODANE" SOLUTION IN

ACCORDANCE WITH SABS CODES

OF PRACTICE BY SPECIALIST.

CONTRACTOR TO ENSURE THAT NO CHANGES IN

LEVELS ARE MADE OVER LOCAL AUTHORITY

SERVITUDES OR UNDER GROUND SERVICES UNLESS

PERMISSION HAS BEEN GIVEN IN WRITING BY

THE LOCAL AUTHORITY.

ANY DISCREPANCIES AND OMISSIONS ARE TO BE

BROUGHT TO THE ARCHITECTS ATTENTION

IMMEDIATELY.

IF ON EXCAVATION THE SITE IS FOUND TO

CONTAIN EXPANSIVE CLAY, SHALE, GROUND WATER

OR OTHER SUSPECT SOIL CONDITIONS : THEN ALL

FOUNDATIONS ARE TO BE BUILT TO PROFESSIONAL

ENGINEERS DETAILS & UNDER HIS SUPERVISION.

NOTES IN RESPECT OF S.A. STANDARD CODE OF PRACTICE FOR THE APPLICATION

OF THE NATIONAL BUILDING REGULATIONS (N.B.R.) SANS 10400

PART D - PUBLIC SAFETY

ALL BALUSTRADES TO COMPLY WITH PART DD2

PART M - STAIRWAYS

DIMENSIONS OF STAIRWAYS TO BE IN ACCORDANCE WITH MM2 &

BALUSTRADES TO COMPLY WITH MM3

PART N - GLAZING

ALL GLAZING TO COMPLY WITH PART N-N.B.R.

PART 0 - LIGHTING AND VENTILATION

ALL AREAS TO BE ARTIFICIALLY LIT IN COMPLIANCE WITH 006,

OFFICES & OTHER HABITAL ROOMS MIN. 350lux, TOILETS 160lux

ALL AREAS TO BE MECHANICALLY VENTILATED IN ACCORDANCE

WITH 007 - FRESH AIR TO BE SUPPLIED AT A RATE OF 7,5l/s/p & TO

BE UNIFORMALLY DISTRIBUTED THROUGHOUT HABITAL AREAS.

AIR VELOCITY NOT TO EXCEED 0,5m/s TO OFFICES & SHOPS

PART S - FACILITIES FOR DIS-ABLED PERSONS

RAMPS TO BE PROVIDED IN ACCORDANCE WITH SS2

TOILET FACILITIES TO BE PROVIDED IN ACCORDANCE WITH SS5

PARKING BAYS TO COMPLY WITH SS8

SIGNAGE TO COMPLY WITH SS9

PART U - REFUSE DISPOSAL

REFUSE AREA TO BE CONSTRUCTED & PROVIDED WITH HOSE,

BIBTAP & SUMP

PART T - FIRE PROTECTION

OCCUPANCY CLASSIFICATION TO COMPLY WITH B2 &F2

ALL MATERIALS TO COMPLY WITH TT5

ALL STRUCTURAL ELEMENTS AND COMPONENTS TO COMPLY WITH

TT7.

ALL OPENINGS TO BE PROTECTED IN COMPLIANCE WITH TT10

ALL ACCESS DOORS TO EMERGENCY ROUTES TO BE SABS CLASS B

2 HOUR RATED. DOORS FIT WITH SELF-CLOSING DEVICE TT10.4 & LOCKS

IN ACCORDANCE WITH TT19.9.

ALL CEILING MATERIALS TO COMPLY WITH TT13

ALL FLOOR COVERINGS TO COMPLY WITH TT14

ALL WALL FINISHES TO COMPLY WITH TT15

LOCKS TO ESCAPE AND ACCESS DOORS TO COMPLY WITH TT19.9

STAIRWAYS FORMING ESCAPE ROUTES TO COMPLY WITH TT23

ALL OPENINGS IN FLOORS TO COMPLY WITH TT26

SIGNAGE TO BE PROVIDED IN ACCORDANCE WITH TT29,TT32, TT55.4 &

TT55.5

EMERGENCY ROUTES TO BE LIT IN ACCORDANCE WITH TT30 - DESIGNED

BY PROF. ENGINEER & CERTIFIED ON COMPLETION

FIR DETECTION AND ALARM SYSTEM TO BE PROVIDED IN ACCORDANCE

WITH TT31 - TO BE CERTIFIED BY PROFESSIONAL

SPRINKLER SYSTEM TO BE PROVIDED IN ACCORDANCE WITH TT33/36

FIRE RETICULATION TO COMPLY WITH TT33 & WW5

HYDRANTS TO BE PROVIDED IN ACCORDANCE WITH TT35

PORTABLE FIRE EXTINGUISHES TO BE PROVIDED IN ACCORDANCE

WITH TT37

ANY ACCESSIBLE CONCEALED SPACE WITH A MAX. DIMENSION OF

5M TO BE FIRE STOPPED IN ACCORDANCE WITH TT39

SERVICE PIPES, CONDUITS AND SLEEVES TO COMPLY WITH TT41

OCCUPANCY : OFFICE - G1

STORAGE - J3

FIRE HOSE REELS TO COMPLY WITH TT37

25mm dia. WATER SUPPLY TO ALL FIRE PROTECTION COMPONENTS

3% ROOF VENTILATION TO BE PROVIDED TO N.B.R.

MAX. HEIGHT OF STORAGE = 3M

12/15

18:06:14

NORTH ELEVATION scale 1 : 100

SOUTH ELEVATION scale 1 : 100

600

600

600

600

600

600

NGL

N.G.L

NGL

FGL

FFL

FGL

NGL

NGL

FGL

45

00

20

0

45

00

45

00

20

0

45

00

W28

W29

W8

W9W10W11W12

W41

W42

W43

W44

W45

W40

ON

ERF 979 PINETOWN TOWNSHIP

AT

CAVERSHAM ROAD

CLIENTS SIGNATURE

PROPOSED RECYCLE CENTRE

Project

DATE

GENERAL NOTES

WELL COMPACTED BACKFILL

WELL COMPACTED BACKFILL

STUDENT NO.

STUDENT Y SEWPERSAD

21116563

700x230mm conc. strip foundations

1050M HIGH WROUGHT-IRON BALUSTRADING

TO ARCHITECTS DETAIL

ALL INTERIOR WALLS TO BE PLASTERED

IN A 6:1 SAND CEMENT FINISH TO A MINIMUM

AVERAGE THICKNESS OF 12MM AND PAINTED







retaining wall

cut and fill

N.G.L

FFL

N.G.L

FFL

N.G.L

FFL

N.G.L

FFL

PROJECT NO

STUDENT NO.

STUDENT

SCALE

DATE

MOBILE: 0730335172


260111

ELEVATIONS

Drawing Title

DRAWING NO

1:100

DRAINAGE NOTES








ACCORDINGLY


















ROOF NOTES















TO THE ARCHITECT



















IMMEDIATELY.










PART M - STAIRWAYS



PART N - GLAZING
















BIBTAP & SUMP





TT7.












TT55.5









WITH TT37





STORAGE - J3





11/15

18:06:14

Y SEWPERSAD

21116563

EAST ELEVATION scale 1 : 100

WEST ELEVATION scale 1 : 100

45

00

20

0

45

00

45

00

20

0

45

00

600

600

W17W30 W16 W15

W14W13

W19

W18

W20

W21W22W23

W24W25

W1W2

W3W4W5W6

W7

D1

D2D3

W31 W26

W27

W46W47W48W49W50W51W52W53W54

W55

W56

W57W58W59W60

W61

D11D10

W32W33W34W35W36W37

W38W39

D4

D5

D6D7

ON


AT

CAVERSHAM ROAD

CLIENTS SIGNATURE


Project

DATE

GENERAL NOTES

ENGINEERED CURVED CIRCULAR HOLLOW SECTION STEEL TRUSSES

0.5 WIDE SPAN CHROMODEK SHEETING ON BUBBLEFOIL INSULATION

TO ENGINEERS DETAILES

ON 200X150 C-PROFILE CHANNEL STEEL PURLINS AT 1530c/c on



















WINDOW NO.

FRAME

DIAGRAM

25 MICRONS NATURAL ANNODIZED

ALUMINUM FRAME.


ALUMINUM FRAME.


ALUMINUM FRAME.

GLAZING

25 MICRONS

NATURAL

ANNODIZED

ALUMINUM

FRAME.

4mm CLEAR FLOAT GLASS. 4mm CLEAR FLOAT GLASS. 4mm CLEAR FLOAT GLASS. 4mm CLEAR

FLOAT GLASS.

NOTE

GLAZING TO COMPLY WITH SANS 10400, PART N.


ALUMINUM FRAME.

4mm CLEAR FLOAT GLASS.


ALUMINUM FRAME.



ALUMINUM FRAME.



ALUMINUM FRAME.


DOOR NO.

FRAME

DIAGRAM

GLAZING

IRONMONGERY

SC

HE

DU

LE

WIN

DO

WD

OO

R

PROJECT NO

SCALE

DATE

MOBILE: 0730335172


260111

Drawing Title

DRAWING NO

1:100

8/15

18:06:14

FIRST FLOORPLAN scale 1 : 100

fixed sg

fixed sg

2250

18

00

1200

560

fixed sg

1130

15

00

30

0

5601120560

15

00

2240

600600

1800

90

0

75

0

1800

3600

24003450

560 1170 1170 560

52

55

25

52

55

25

21

00

1200 1200

21

00

835 835 835 835

3340

21

00

900

21

00

560

fixed sg

fixed sg

4580

45

00

37

00

4580

25 MICRONS NATURAL ANNODIZED ALUMINUM

FRAME.

6.5mm FIXED TOUGHENED SAFETY GLASS.


ALUMINUM FRAME.

6.5mm FIXED TOUGHENED SAFETY GLASS.

1

2 3 4 5 6 7 8 9

10

11

12

13

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2WAY

FIRST FLOOR-ELECTRICAL

BALCONY

OPEN TO SKY

W32 W33 W34 W35 W36 W37 W38 W39

W40

W41

W42

W43

W44

W45

W46W47W48W49W50W51W52W53W54

W55

W56

W57W58W59W60

D4

D5

D6

D7

D8

D9

W61

D11D10

44,57,58,59,60,61.

1,2,3,32,33,34,35,36,37,51,52,53. 9,10,11,12,13,14,15,40,41,42,43,45,46,47,

48,49.

6,7,16,17,24,25,26,27,

28,29,50,54.

38,39,55,56.

4,5,19,20

1,2. 5,6. 4,7ALL STANDARD INTERNAL DOORS.3,8,9,10,11.

1½ pairs 102mm x 76mm satin stainless

steel 2 bearing hinges

• 1 pair 22bb dia satin stainless steel

lever handles on rose

• 1 pair euro profile satin stainless steel

escutcheons

• 1no 76mm euro profile cylinder, sash

lock case and strike plate(double cylinder)

• 1no satin stainless steel fully

covered cam action overhead door

closer, with adjustable closing

speed, latch action, back check and

delayed action

• 2no satin stainless steel 150mm x

1.5mm square corner kicking plates

• 2no 75mm dia ‘fire door keep shut’

signage

• 1no satin stainless steel door stop,

rubber buffered

• 3 pairs 102mm x 76mm x 3mm satin stainless

steel bearing hinge

• 1 pair satin stainless steel lever handles on

rose

• 1no 76mm euro profile cylinder, sash lock

case and strike plate (double cylinder)

• 1 pair satin stainless steel euro profile

escutcheons

• 2no satin stainless steel fully covered

cam action overhead door closers, with

adjustable closing speed, latch action, back

check and delayed action

• 2 pair satin stainless steel 150mm x 1.5mm

square corner kick plate

• 2no 75mm dia ‘fire door keep locked’ signs

• 2no satin stainless steel door stops

• 2no satin stainless steel flush bolts fixed top

and bottom of one leaf

• 3 pairs 102mm x 76mm x 3mm satin

stainless steel bearing hinge


rose




escutcheons









• 2no satin stainless steel flush bolts fixed

top and bottom of one leaf.

• 3 pairs 102mm x 76mm x 3mm satin stainless

steel bearing hinge


rose




escutcheons









• 2no satin stainless steel flush bolts fixed top

and bottom of one leaf

ON


AT

CAVERSHAM ROAD

CLIENTS SIGNATURE


Project

DATE

GENERAL NOTES

STUDENT NO.

STUDENT Y SEWPERSAD

21116563

PROJECT NO

SCALE

DATE

MOBILE: 0730335172


260111

FIRST FLOOR-GRID LINE

Drawing Title

DRAWING NO

1:100

6/15

18:06:14

1

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DOUBLE

VOLUME

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OFFICE 1OFFICE 2

OFFICE 3

OFFICE 4

CAFETERIA

FINISHED GOODS STORE

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FIRST FLOOR- GRID LINE

scale 1 : 100

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AT

CAVERSHAM ROAD

CLIENTS SIGNATURE


Project

DATE

GENERAL NOTES

STUDENT NO.

STUDENT Y SEWPERSAD

21116563

PROJECT NO

SCALE

DATE

MOBILE: 0730335172


260111

Drawing Title

DRAWING NO

1:100

10/15

18:06:14

GROUND FLOORPLAN scale 1 : 100

1

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24970

WEST ELEVATION

SCALE 1 : 100

N.G.L

FFL

N.G.L

FFL

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FIRST FLOOR / ELEVATION -

SEWER

BALCONY

OPEN TO SKY

ON


AT

CAVERSHAM ROAD

CLIENTS SIGNATURE


Project

DATE

GENERAL NOTES

STUDENT NO.

STUDENT Y SEWPERSAD

21116563

1

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10

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CAFETERIA

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PROJECT NO

SCALE

DATE

MOBILE: 0730335172


260111

FIRST FLOORPLAN

Drawing Title

DRAWING NO

1:100

4/14

18:06:14

FIRST FLOORPLAN scale 1 : 100

34

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OPEN TO SKY

ON


AT

CAVERSHAM ROAD

CLIENTS SIGNATURE


Project

DATE

GENERAL NOTES

STUDENT NO.

STUDENT Y SEWPERSAD

21116563

MOSAIC TILES

MOSAIC TILES

NON SLIP PORCELAIN TILES





CERAMIC TILES

CERAMIC TILES

CERAMIC TILES

CERAMIC TILES

PROJECT NO

SCALE

DATE

MOBILE: 0730335172


260111

GROUND FLOOR-ELECTRICAL

Drawing Title

DRAWING NO

1:100

7/15

18:06:14


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ON


AT

CAVERSHAM ROAD

CLIENTS SIGNATURE


Project

DATE

GENERAL NOTES

STUDENT NO.

STUDENT Y SEWPERSAD

21116563

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22

23

24

25

UP

COLLECTION

AREA

DISMANTLING

AREA

PROCESSING

AREA

12

34

56

78

910

11

12

13

14

15

12

34

56

78

910

11

12

13

14

15

UP

UP

wcwc

DISABLED

TOILETS

BB

A A

T

R

U

E

N

O

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stro

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in

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t

37

80

40

00

43

90

5000

60

00

1940

19

60

14

90

76

70

PROJECT NO

SCALE

DATE

MOBILE: 0730335172


260111

Drawing Title

DRAWING NO

1:100

5/15

18:06:14

GROUND FLOOR- GRID LINE

scale 1 : 100

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10

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48

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52

30

50

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70

GROUND FLOOR-GRID LINE

50

00

ON


AT

CAVERSHAM ROAD

CLIENTS SIGNATURE


Project

DATE

GENERAL NOTES

STUDENT NO.

STUDENT Y SEWPERSAD

21116563

PROJECT NO

SCALE

DATE

MOBILE: 0730335172


260111

Drawing Title

DRAWING NO

1:100

9/15

18:06:14


wc

wc

wc

MA

LE

T

OILE

T

wc

wc

wc

wc

wc

wc

wc

sh

sh

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sh

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wc

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sh

FE

MA

LE

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OF

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E 1

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FIC

E 2

OF

FIC

E 3

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PT

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IT

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G A

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LK

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OF

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MA

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AN

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AN

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1

2 3 4 5 6 7 8 9

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MA

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LIN

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AR

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PR

OC

ES

SIN

G

AR

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12

34

56

78

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11

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12

34

56

78

910

11

12

13

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UP

UP

wcwc

DIS

AB

LE

D

TO

ILE

T

DIS

AB

LE

D

TO

ILE

T

BB

A A

PEDESTRIAN WALKWAY

PEDESTRIAN WALKWAY

VP

gully gully

VP

VP

gully

MH

1

MH

3

ie

ie

ie

ie

ex

MH

100mm Dia. pvc sewer pipe

ie

ie

rwdp rwdp

rwdp rwdp

rwdp

rwdp

rwdp

rwdprwdp

rwdprwdp

rwdp

MH

2

rwdp

GROUND FLOOR - SEWER

ON


AT

CAVERSHAM ROAD

CLIENTS SIGNATURE


Project

DATE

GENERAL NOTES

STUDENT NO.

STUDENT Y SEWPERSAD

21116563

wc

wc

wc

MALE TOILET

wc

wc

wc

wc

wc

wc

wc

sh

sh

sh

wc

wc

wc

wc

sh

sh

sh

sh

wc

wc

wc

wc

sh

FEMALE TOILET

OFFICE 1OFFICE 2

OFFICE 3

RECEPTION

WAITING AREA

WALK WAY

DISPATCHING

OFFICES

MALE

CHANGE ROOM

FEMALE

CHANGE ROOM

1

2 3 4 5 6 7 8 9

10

11

12

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15

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COLLECTION

AREA

DISMANTLING

AREA

PROCESSING

AREA

12

34

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78

910

11

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13

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56

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910

11

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UP

UP

wcwc

DISABLED

TOILETS

BB

A A

54

87

0

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56

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11

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in

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t

PROJECT NO

SCALE

DATE

MOBILE: 0730335172


260111

GROUND FLOORPLAN

Drawing Title

DRAWING NO

1:100

3/14

18:06:14

95370

10000 30440 9560 45370

9780 2500 110 2330 2450110 110 2280 110 2500110 2330 110 4890 110 4890 110 4950 220

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54

30

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19

60

14

90

76

70


ON


AT

CAVERSHAM ROAD

CLIENTS SIGNATURE


Project

DATE

GENERAL NOTES

STUDENT NO.

STUDENT Y SEWPERSAD

21116563

MOSAIC TILES

MOSAIC TILES

MOSAIC TILES

MOSAIC TILES

MOSAIC TILES

SCREED FINISH

SCREED FINISH

SCREED FINISH







CERAMIC TILES

CERAMIC TILES

7 500 BUILDING LINE

7 5

00 B

UIL

DIN

G L

INE

5

0

0

0

B

U

I

L

D

I

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L

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5

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ITE

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Y

CAVERSHAM ROAD

162021 SITE BOUNDARY

PEDESTRIAN WALKWAYPEDESTRIAN WALKWAY

GUARD HOUSE

BIN AREA

1

5

10

15

16

17

18

14

13

12

19

22

21

2

3

6

7

8

9

EXISTING SITE TREES

EXISTING SITE TREES

EXISTING SITE TREES

PROJECT NO

SCALE

DATE

MOBILE: 0730335172


260111

ROOF PLAN

Drawing Title

DRAWING NO

1:200

DRAINAGE NOTES








ACCORDINGLY


















ROOF NOTES















TO THE ARCHITECT



















IMMEDIATELY.










PART M - STAIRWAYS



PART N - GLAZING
















BIBTAP & SUMP





TT7.












TT55.5









WITH TT37





STORAGE - J3





ROOF PLAN scale 1 : 200

2/15

18:06:14

MH

1

2

ie

ie

ie

ie

ie

ie

MH

CONNECT TO

MUNICIPAL SEWER

ON


AT

CAVERSHAM ROAD

CLIENTS SIGNATURE


Project

DATE

GENERAL NOTES

T

R

U

E

N

O

R

T

H

stro

n

g

su

m

m

e

r w

in

d

s

w

in

te

r ra

in

&

w

in

d

s

s

u

n

r

i

s

e

s

u

n

s

e

t

STUDENT NO.

STUDENT Y SEWPERSAD

21116563

FALL

FALL

FALL

FALL

FALL

FALL

FALL

FALL

FALL

FALL

FALL

FALL

FALL

MOBILE: 0730335172


Drawing Title

12 plate

12No 20 O bolts

Ex.IPE 200

DETAIL 1

Purlins 150x75x20x2

lipped channels at 1500c/c

at 12deg pitch

Stiffeners @ 1200c/c

2

0

3

2

0

3

3

0

0

Splice

30

0x1

25

x3

9#

3

0

0

x

1

2

5

x

3

9

#

Base Plate

Scale 1:20

45

0

75

75

HD Bolts

Scale 1:20

350

300

250

500

600

600 O/A Length

20 O Bolt

Projection

& thread

4 x DI2 20 HD bolts

@ 276 c/c with 75mm

of threaded end.

1000

10

00

B

Base Plan

B

1000

600

800

20

39

5

500

300

30MPa concrete with

Y16 rods @ 150c/c with

4 x y16 rods x 800

Extending into base

4 x DI2 20 HD Bolts

@276c/c

Section B-B

Scale 1:20

Scale 1:20

12mm THK PLATES TO BE

BOLTED TO EACH OTHER

12No 20mm Dia. bolts

CHROMODEK SHEETING

0.5 WIDE SPAN

30

0x1

25

x3

9#

3

0

0

x1

2

5

x3

9

#

STIFFENER TO BE WELDED

406x140x39 "I" FORMING

TO 12mm THK PLATE

220mm THICK DOUBLE

BRICK WALL

ROOF SHEETING AT 12 DEG PITCH

0.5 WIDE SPAN CHROMODECK

Scale 1:20

Eaves Detail

Scale 1:20

Eaves Detail

DETAIL 2

MOBILE: 0730335172


DETAILED SECTIONS

Drawing Title

ON


AT

CAVERSHAM ROAD

CLIENTS SIGNATURE


Project

DATE

PROJECT NO

SCALE

DATE

260111

DRAWING NO

AS SHOWN

15/15

18:06:14

12mm PLASTER

75X22mm HARDWOOD SKIRTING.

19mm HARDWOOD QUADRANT.

VINYL TILES ON 20mm

CEMENT SCREED.

100mm THICK CONCRETE SURFACE BED.

PVC UNDERLAY ON COMPACTED SOIL

POISONED WITH ANTI TERMITE SOLUTION.

BRC MESH REINFORCEMENT

12mm IMPREGNATED SOFTBOARD

700 X 230 CONCRETE FOUNDATION TOP TO

BE MIN 3 COURSES BELOW GROUND LEVEL.

PVC DAMPCOURSE

HARD-BURNED FOUNDATION BRICKS

N.G.L

F.F.L

DETAIL 3 - FOUNDATION

MERANTI

INTERNAL CILL

DPC

EXTERNAL TIMBER CILL

GALVANISED METAL WEATHER BAR

BEDDED IN MASTIC

6MM CLEAR FLOAT GLASS

DETAIL 4 - SECTION THROUGH WINDOW CILL

STUDENT NO.

STUDENT Y SEWPERSAD

21116563

38

00

20

0

26

00

700X230mm

CONC. FOOTING,

DEPTH TO BE

DETERMINED BY

ENG.

FFL

SUSPENDED CEILING

FFL

700X230mm

CONC. FOOTING,

DEPTH TO BE

DETERMINED BY

ENG.

22MM WELL POLISHED CONCRETE SCREED ON

200MM BRC MESH REINFORCED CONC. SLAB ON

DAMP PROOF MEMBRANE ON

50MM BLINDING SOIL ON

150MM WELL COMPACTED ANT POISONED SOIL1000X1000

CONC. FOOTING FOR

DESIGNED STEEL

STRUCTURE, DEPTH TO BE

DETERMINED BY ENG.

RC. CONC. SLAB

UNDERSIDE OF RC SLAB TO BE

PLASTERED AND PAINTED

TIMBER

PATITION WALL

TIMBER

PATITION WALL

RC BEAM

RC BEAM

BUBBLEFOIL INSULATOR ALUMINIUM(TOP SIDE)&

2.2 STAINING WIRES,FIX TO TOP PURLING &CUT FACE DOWN

POLYETHYLENE (BOTTOM SIDE)

200X150 C-PROFILE CHANNEL STEEL PURLINS AT 1530c/c on

ON STEEL STRUCTURE .

NGL

C. LEVEL

1000X1000

CONC. FOOTING FOR

DESIGNED STEEL


DETERMINED BY ENG.


STEEL

STAIRS

STEEL

STAIRS

30

0x1

25

x3

9#

300x125x39#

30

0x1

25

x3

9#

PV

C D

OW

NP

IP

E

TREADS :

RISERS :

300mm

170mm

TREADS :

RISERS :

300mm

170mm

FACTORY

AREA

OFFICE 1 OFFICE 2 OFFICE 3 OFFICE 4

15

SECTION B-B scale 1 : 50

PROJECT NO

SCALE

DATE

MOBILE: 0730335172


260111

SECTIONS

Drawing Title

DRAWING NO

1:50

14/15

18:06:14

DETAIL 1

DETAIL 2

45

00

20

0

45

00

STRIP FOUNDATIONS

TO ENGINEER'S DETAILS.

STRIP FOUNDATIONS






150MM WELL COMPACTED ANT POISONED SOIL










AG+DPC AG+DPC

RC. CONC. SLAB RC. CONC. SLAB

FFL

NGL

FFL





AG+DPC AG+DPC

EDUCATIONAL

VENUE

RECEPTION

RENTAL

OFFICE 1

RENTAL

OFFICE 2

RECEPTION

SECTION A-A scale 1 : 50

DETAIL 3

DETAIL 4

TWO LAYER BRICKWORK, WITH 95MM

EACH BRICK AND 10 MM MORTAR.

WALLS - 220mm EXTERNAL WALL AND

140mm INTERNAL WALLS

12MM RHINOBOARD CEILING WITH 1 COAT PVA PRIMER AND

ENAMEL PAINT OR OTHERWISE FOLLOWED THROUGH TO

MANUFACTURE'S GUIDELINES.

ON


AT

CAVERSHAM ROAD

CLIENTS SIGNATURE


Project

DATE

STEPPED DPC WITH OPEN PERPENDS

IN BRICKWORK OF 935 CCS.

120MM THICK CONCRETE SURFACE

BED REINFORCED WITH BRC MESH

REF. 100 ALL TO STRUCTURAL

ENGINEERS DETAIL AND

SPECIFICATION

SABS APPROVED 250

MICRONS DPM

CONCRETE FOUNDATIONS TO

STRUCTURAL ENGINEER'S DESIGN

AND SPECIFICATION.

WALLS - 220mm EXTERNAL WALL AND 140mm INTERNAL

WALLS

WALLS - 220mm EXTERNAL WALL AND

140mm INTERNAL WALLS




STUDENT NO.

STUDENT Y SEWPERSAD

21116563

45

00

20

0

45

00

21

40

23

60

STRIP FOUNDATIONS


STRIP FOUNDATIONS


STRIP FOUNDATIONS


STRIP FOUNDATIONS


STRIP FOUNDATIONS


STRIP FOUNDATIONS


STRIP FOUNDATIONS


STRIP FOUNDATIONS






















RC STAIRS

TREADS :

RISERS :









30

00

AG+DPC AG+DPC AG+DPC AG+DPC AG+DPC AG+DPC AG+DPC

RC. CONC. SLAB RC. CONC. SLAB RC. CONC. SLAB

FFL

NGL

FFL









30

00

AG+DPC AG+DPC AG+DPC

EDUCATIONAL

VENUE

300mm

170mm

DISPATCHING

OFFICES




100x50x25 C-PROFILE CHANNEL STEEL PURLINS AT 1200c/c on

0.5 WIDE SPAN CHROMODEK SHEETING AT 12.5 DEGREE PITCH ON







RECEPTION

RENTAL

OFFICE 1

RENTAL

OFFICE 2

RECEPTION

CAFETERIA

FEMALE

TOILETS

FINISHED GOODS

AREA

FACTORY

AREA

38

00

20

0

25

82

700X230mm

CONC. FOOTING,

DEPTH TO BE

DETERMINED BY

ENG.

FFL

SUSPENDED CEILING

FFL

700X230mm

CONC. FOOTING,

DEPTH TO BE

DETERMINED BY

ENG.





150MM WELL COMPACTED ANT POISONED SOIL1000X1000

CONC. FOOTING FOR

DESIGNED STEEL


DETERMINED BY ENG.

RC. CONC. SLAB



TIMBER

PATITION WALL

TIMBER

PATITION WALL

RC BEAM

RC BEAM




200X150 C-PROFILE CHANNEL STEEL PURLINS AT 1530c/c on


NGL

C. LEVEL

1000X1000

CONC. FOOTING FOR

DESIGNED STEEL


DETERMINED BY ENG.


STEEL

STAIRS

STEEL

STAIRS

30

0x1

25

x3

9#

300x125x39#

30

0x1

25

x3

9#

PV

C D

OW

NP

IP

E

TREADS :

RISERS :

300mm

170mm

TREADS :

RISERS :

300mm

170mm

FACTORY

AREA

OFFICE 1 OFFICE 2 OFFICE 3 OFFICE 4

SECTION B-B

SCALE 1 : 100

PROJECT NO

SCALE

DATE

MOBILE: 0730335172


260111

SECTIONS

Drawing Title

DRAWING NO

1:100

DRAINAGE NOTES








ACCORDINGLY


















ROOF NOTES















TO THE ARCHITECT



















IMMEDIATELY.










PART M - STAIRWAYS



PART N - GLAZING
















BIBTAP & SUMP





TT7.












TT55.5









WITH TT37





STORAGE - J3





13/15

18:06:14

SECTION A - A scale 1 : 100

SECTION B - B scale 1 : 100

ON


AT

CAVERSHAM ROAD

CLIENTS SIGNATURE


Project

DATE

GENERAL NOTES

SCHEDULE OF AREAS

SITE AREA 14.450 sq.m.

ZONING INDUSTRIAL 1

COVERAGE 70% = 10.115m²

P R O P O S E D W O R K

PARKING REQUIREMENT/PROVISION

GROUND FLOOR

ADMIN AREA 723.13 sq.m.

FACTORY SPACE 1187.61 sq.m.

ABLUTION 215.63 sq.m.

FIRST FLOOR

OFFICES (ADMIN) 607 sq.m.

BALCONY 96.08 sq.m.

CAFETERIA / ABLUTION 377.24 sq.m.

EDUCATIONAL VENUE 408.09 sq.m.

TOTAL BUILDING 3 614.78 sq.m.

INDUSTRIAL - 1 Loading bay/1000sq.m (G.L.A.)

OFFICES - 1 bays/100sq.m. (G.L.A.)

RECYCLE CENTRE(2 200sq.m.)= 22 bays

STUDENT NO.

STUDENT Y SEWPERSAD

21116563

FLOOR FINISH: ABLUTIONS AND CHANGEROOMS.MOSAIC TILES LOCATION:

SPECIFICATION: PREPARE SHOWER FLOORS TO RECEIVE NEW 50 x 50mm MOSAIC TILES TO LATER SPECIFICATION.

SHOWER FLOOR TILING TO BE FLUSH WITH BATHROOM FLOOR TILING AND TO FALL TO CENTRAL

SHOWER DRAIN AND BRASS SHOWER TRAP (SHOWER FLOOR TO BE RECESSED +-30mm LOWER THAN

BATHROOM FLOOR SLAB TO ACCOMMODATE THE FALL OF THE SHOWER FLOOR TILES)

SHOWERS TO BE WATERPROOFED WITH TAL SUPERFLEX 1 AS PER MANUFACTURERS SPECIFICATIONS.

TILING MATERIALS AND INSTALLATION METHODS (BACKGROUND, ADHESIVES, GROUT AND MOVEMENT

JOINTS TO BE IN STRICT ACCORDANCE WITH TILING SPECIFICATION DRAWING NUMBER 0027-06-500t,

0027-06-500u AND DRAWING NUMBER 0027-06-500v IN THIS FINISHES SCHEDULE.

FLOOR FINISH: LOCATION:

SPECIFICATION: PREPARE FLOOR TO RECEIVE MINIMUM 20mm

THICK SAND/ CEMENT SCREED , COMPRISING

ONE PART CEMENT TO FIVE PARTS SAND.

SCREED TO FALL TO FLOOR DRAINS

WAREHOUSESCREED

FLOOR FINISH:

SPECIFICATION: PREPARE POWERFLOATED FLOOR SLAB, UNPOLISHED AND UNTREATED, TO RECEIVE NEW 300 x 300mm

NON SLIP PORCELAIN TILES CODE: DARC 3211 YD , COLOUR: BEIGE

WITH 300 x 300mm NON SLIP PORCELAIN TILE CODE: DARC 3213 YD, COLOUR: CHARCOAL

AS INDICATED ON DETAIL PLANS 2277-01-200-304-C, ALL AS SUPPLIED BY FERREIRAS DECOR WORLD

OFFICESNON SLIP PORCELAIN TILES

SPECIFICATION:

FLOOR FINISH:

LOCATION:

PREPARE FLOOR TO RECEIVE NEW 330 x 330mm GRADE 1 CERAMIC TILES CODE: AG 705 , COLOUR:

BEIGE BY TILE AFRICA (PHONE: YVONNE DALTON 082 455 1343).

ALL TILES TO BE FROM THE SAME BATCH

GROUT: 5mm JOINT, COLOUR: LIGHT GREY

MOVEMENT JOINTS:

SURESTRIP 'SUPVCMJ10' 10mm PVC MOVEMENT JOINTS, FITTED WITH 6mm WIDE LIGHT GREY COLOUR

POLYURETHANE INFILL TO SUIT TILING, FIXED AS PER MANUFACTURER'S SPECIFICATIONS.

TILING MATERIALS AND INSTALLATION METHODS (BACKGROUND, ADHESIVES, GROUT AND MOVEMENT

JOINTS TO BE IN STRICT ACCORDANCE WITH SPECIFIC SPECIFICATION DRAWING NUMBER ......

OTHER ADMINISTRATIVE AREASCERAMIC TILES LOCATION:

FINISHES SCHEDULE

7 500 BUILDING LINE

7 5

00 B

UIL

DIN

G L

INE

5

0

0

0

B

U

I

L

D

I

N

G

L

I

N

E

7

5

0

0

B

U

I

L

D

I

N

G

L

I

N

E

7

5

0

0

B

U

I

L

D

I

N

G

L

I

N

E

1

4

2

2

8

S

I

T

E

B

O

U

N

D

A

R

Y

3

0

5

2

7

S

I

T

E

B

O

U

N

D

A

R

Y

4

2

4

2

7

S

I

T

E

B

O

U

N

D

A

R

Y

127204 S

ITE

BO

UN

DA

RY

2

0

1

0

0

S

I

T

E

B

O

U

N

D

A

R

Y

4

0

6

0

3

S

I

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E

B

O

U

N

D

A

R

Y

CAVERSHAM ROAD

162021 SITE BOUNDARY

PEDESTRIAN WALKWAY

PEDESTRIAN WALKWAY

GUARD HOUSE

BIN AREA

1

5

10

15

16

17

18

14

13

12

19

22

21

2

3

6

7

8

9

EXISTING SITE TREES

EXISTING SITE TREES

EXISTING SITE TREES

SITE PLAN

Drawing Title

DRAINAGE NOTES








ACCORDINGLY


















ROOF NOTES















TO THE ARCHITECT



















IMMEDIATELY.










PART M - STAIRWAYS



PART N - GLAZING
















BIBTAP & SUMP





TT7.












TT55.5









WITH TT37





STORAGE - J3





SITE PLAN - GROUND FLOOR scale 1 : 200

T

R

U

E

N

O

R

T

H

stro

n

g

su

m

m

e

r w

in

d

s

w

in

te

r ra

in

&

w

in

d

s

s

u

n

r

i

s

e

s

u

n

s

e

t

PROJECT NO

SCALE

DATE

MOBILE: 0730335172


260111

DRAWING NO

1:200

1/15

18:06:14

ON


AT

CAVERSHAM ROAD

CLIENTS SIGNATURE


Project

DATE

GENERAL NOTES

STUDENT NO.

STUDENT Y SEWPERSAD

21116563

EXISTING SITE FENCE

EXISTING SITE FENCE

EXISTING SITE FENCE

EXISTING SITE FENCE

STAFF AND PUBLIC

ENTRANCE AND EXIT

SERVICE ENTRANCE

AND EXIT

Studiowork submission

Art & Photos

Transcript of Studiowork submission