KBB

KBB

KBB

KBB

KBB

MH

MHMH

MH MHMH

MHMH

MH

FRW

FRW

TREE

BLD

BLD

BLDBLD

TREE

TREE

TREE

BLDBLD

TREE

TREE

BLD

BLDBLD

BLD

BLD

BLD

BLD

BLD

KBTC ON CR EC ON CR E

C ON CR E

FRW L

SH

SH

SH

SH

D AK

SH

SH

PIPE

SH

BLD LN

SH

KBT

KBT

KBT

STGR I

KBT

KBTKBT

BM6BM6

JV312

JV321

JV323

JV361*

JV363JV364*JV365*

JV366*

JV458

JV739

Jv466*

Jv479

Jv483

Jv485

Jv489Jv490

Jv493

Jv507

Jv508

Jv512

Jv591

Jv707

Jv708

Jv710

MM325

MM331

MM343

MM344

MM345

MM346

MM372

MM418

MM419

MM420

MM539

MM551

MM552

BM6

JD 22 JD 26

JD 42

JD 44

JD61*

JD 67

JD 71

JD 72

JD 73

JD 74

JD 77

JD 79

JD 80

JD 121

JD 124

JD126*JD127*

JD 128

JD129*

JD 133JD 134

JD 135JD 136

JD 151

JD 152

J MM164

J MM167

MM254

MM255*

JM1136JM1137

JM1140JM1141

JM1142

1670.061670.06

1669.81

1670.09

1670.36

1671.53

1670.031672.361672.37

1671.89

1669.83

1670.02

1671.45

1668.99

1668.911668.91

1669.16

1669.19

1669.05

1669.10

1670.11

1669.92

1669.22

1669.05

1668.95

1668.41

1668.20

1668.67

1668.66

1668.68

1668.67

1668.15

1669.07

1669.08

1669.09

1669.06

1669.04

1669.09

1670.06

1668.921668.93

1669.18

1669.17

1669.12

1670.22

1669.14

1668.70

1668.70

1668.70

1668.71

1668.54

1668.58

1668.57

1668.94

1668.91

1670.081670.08

1668.93

1670.27

1668.731668.92

1668.921668.81

1668.741668.91

1668.90

1668.94

1668.91

1669.97

1668.921668.76

1668.931668.93

1668.75

WLL

WLLWLL

WLL

WLL

11756

22

40

31

81

GENERAL NOTES:

1. Contractor Notes:

- No construction may proceed on site prior to the approval of drawings by the local authority. Any buildingwork that commences prior to the building plan approval is completely at the owner's own risk.- The Architect may not be held responsible for any loss or damage whatsoever that may result from buildingworks without approved building plans.- Contractor to verify all levels, heights and demensions on site and to check same against the drawings beforeputting any work in hand. Levels are aproximate and must be verified by the Contractor prior pricing andconstruction. Relative floor levels will be determined after installation of master datum.- Any discrepancies on drawings must be pointed out by the Contractor to the Architect prior to construction.- Contractor is responsible for correct setting out of the buildings, all external walls with particular reference toboundaries, building lines, etc. Any errors, discrepancies or omissions to be reported to the Architectinmediately.- Contractor responsible to engage Building Inspector on each Construction Stage, to get full satisfaction incompliance with Local Authority by-law and regulations. - Burnt clay bricks only shall be used unless specificapproval is obtained from the Architect alternative type of bricks.- Conditions: The civil/structural engineer is responsible for soil test.

2. Certificates required:

- The following certificates of compliance to SABS and NBR standards may be required from the Contractor bythe Architect:FOUNDATION CERTIFICATE: Engineer.DPC: Council Inspector.PLUMBING AND DRAINAGE: Specialist Sub-contractor.ELECTRICAL INSTALATION: Specialist Sub-contractor.TRAFIC and ROAD MARKINGS: Engineer.FIRE SAFETY CERTIFICATE: Specialist and/or Council.ROOF STRUCTURE: Specialist Sub-contractor and/or Engineer.CONCRETE SLABS: Specialist Sub-contractor.WATERPROOFING: Specialist Sub-contractor.GLAZING: Specialist Sub-contractor.

3. Materials and Finishes Notes:

- All finishing products such as windows frames, roof, tiles, cornices, etc must be approved by the Architectbefore ordering and installation.- All product used must comply with SABS standards and Local Authority Requirements.- Quality of all materials and wokmanship to comply with the relevant SABS and SANS specifications and shallconform to the Standards specified in the Standard Preambles in the Bill of Quantities available for perusal atthe Architect's office.- Contractor is to build in approved DPC's wheter or not these are shown on drawings to all external walls ateach floor, beam or parapet level and to all window, door, grill or other opening in external walls. All partitionwork to comply with SABS 082 on NBR.

4. Building Standard Notes:

- All works must comply to the National Building Regulations and applicable SABS and NHBRC standards.- Drawings may not be scaled for construction purposes. Figured dimensions to be used at all times.- All drawings must be read in conjunction with one another.- Notes reflected on drawings apply for the entire project and works.- Any discrepancies on drawings must be pointed out by the Contractor to the Architect prior to constructionand submission of tenders. If in doubt ask the Architect.- Contractors are to ensure that all details shown on this drawing are compliance with local authority by-lawand regulations.- Contractors are to locate and identify existing services on site and to protect these from damage throughout teduration of the works. 5. Glazing Notes:

- All glazing to comply with NBR(SANS10400 - Part N) SABS 0137 & AAMSA.Dimensions GlazingNominal glass thickness Max. Size Pane 3mm 0.75 4mm 1.50 5mm 2.10 6mm 3.20- Any pane of glass installed in any door shall be safety glass and shall have a nominal thickness of not lessthan 6mm and doors not likely to be apparent to any person approaching them shall bear markings. Any glasslower than 500mm from floor finish shall be safety glass. Any window at staircases must be safety glass.

6. Flashing Notes:

Provide 0.6mm flashing at all parapets and areas where the roof line changes.

7. Brickwork Expansion Joints Notes:

Refer to Engineer for brickwork expansion joints.

8. Revisions:

Refer to drawing list for latest revisions on drawings.

Any queries arising from all the above must be reported to the Architect for clarification before any work in putin hand.

DATEREV No. DESCRIPTION:

INSTITUTION

SERVICE

CONTRACT - SECTION

DISCIPLINE

WORK DECRIPTION - SUB - DIVISION

DRAWING DESCRIPTION

SHEET SIZE DRAWING NUMBER REV

A1

CONTRACTOR:

CAD SYSTEM

REVIT ARCHITECTURE FILE NAME

DRAWING CO - ORDINATED

DATE NAME & SURNAME SIGNATURE PR. NUMBERRESPONSIBLE PROFESIONAL

FILE NO.

DESIGN

SCALE

ITEM NO.

DRAWN

CHECKED

CONTRACTOR 1

ARCHITECTURE

RESTORATIVE

CHRIS HANI ACADEMIC HOSPITAL

STAGE

FEB.2015 J.DLADLA REG:2660

FEB.2015 K.RONO REG:7479

R.A S.SITHOLE

R.A

MOTHER'S LODGE

CONSULTANT:

RONO ARCHITECT CC

TELL 011 6469 968

00

1 : 200

A001

1 : 200

SITE PLAN1

North

A B C D E F G H

1

2

3

4

5

13

75

Section A

A003

Section A

A003

BIC BIC BIC BIC BIC BIC BIC BIC

BICBICBICBICBICBIC

wb

wb

wb

wc

wc

shr

shr

sink

sink

sink

sink

wb

wc

showe

r

sink

stove

refrigeratorwb

wb

urinal

wc

LaundryEpoxy

Dryer

Dryer

Built in ironing

boards

Built in ironing

boards

Mother's roomPorcelain Tile

1000mm high

steel

balustrade

Lounge/seating AreaPorcelain Tile

Concrete beam

aboveConcrete

beam above

opening

Tread 300mm

Riser 170mmPassagePorcelain Tile

PassagePorcelain Tile

Po

rce

lain

Tile

MO

THER

'S W

.C

Mother's roomPorcelain Tile

Mother's roomPorcelain Tile

Mother's roomPorcelain Tile

Mother's roomPorcelain Tile

Mother's roomPorcelain Tile

Mother's roomPorcelain Tile

KitchenPorcelain Tile

Pa

rap

leg

ic W

.Cp

orc

ela

in T

ile

ReceptionPorcelain Tile

Entrance lobbyPorcelain Tile

Concrete beam above

opening

1500 x 85 cast in situ

concrete apron around

building footprint

Steel grating above drainage

channel80mm thick concrete block pavers

laid on 50mm sand blinding on well

compacted fill material

DOWN

RAMP

Remove 500mm wide segment of

existing steeel balustrade and build

new 1500mm x 85mm cast in situ

concrete ramp

Remove existing tree

1500 x 85mm cast in situ

concrete apron around

building footprint

Existing building

D

D-15

D

D-05

D

D-05

D

D-05

D

D-05

D

D-03

D

D-05

D

D-0

8

D

D-05

D

D-05

D

29

D

D-05

D

D-03

D

D-03

D

D-05

D

SF-02

D

D-0

4

D

D-0

4

D

D-0

4

D

D-0

4

D

D-0

8

W

W-02W

W-02

W

W-02 W

W-07

W

W-08

W

W-08

W

W-02

W

W-02

W

W-04

W

W-02

W

W-08

W

W-08

W

W-02

W

W-02

FHR

W

W-05

Proposed 110mm upvc sewer laid to

fall

1:40min to connect with existing sewer

system

2No. 110mm upvc drainage pipes laid to

fall

1:40min. to connect to storm water channel

GullyGully

Existing 110mm upvc sewer

Existing walkwayconcrete

Remove existing tree

W

W-05

103

50

18

40

230

16

10

230

40

25

230

13

75

230

40

30

230

37

95

27

60

37

95

18

40

230 1000 998 1800 1679 1800 1701 1800 680 467 4183 460 585 900 1141 900 911 900 1238 1800 1007 180 1000 190230

230 1000 230 3335 115 3393 115 3271 230 4649 230 1955 230 1535 115 1800 230 3287 230 1370 230

27780

230 1000 998 1800 1679 1800 1071 900 850 900 5381 1800 1486 1800 1679 1800 998 1380 230

230 1000 230 3335 115 3393 115 1220 115 1943 230 6943 230 3393 115 3335 230 1380 230

1230 24940 1610

3508 3508 3508 3105 1708 2300 3565 3508

18

40

42

55

16

10

42

55

1000 230 1114 115877 115 1114 115 1143 115 877115 1143 115 1220 114 1944 230 6828 230 3508 115 1114 115877115 1114 230 1380

MH

1429 230 1150 230 1610

1

32 4

1

19

1

0

1

2

1

51

3

1

4

1

6

I

wb

TOC:1669.40

0

16

10

230

35

65

690

13

75

230

40

30

NOTE:BUILDING AREA CALCULATIONSTotal Ground Floor Area: 254.0 m2Total First Floor Area: 242.0 m2Total Building Floor Area: 496.0 m2

WINDOW AREA CALCULATIONSW02 = 2.1m2 X 17 = 35.7m2W04 = 2.7m2 X 1 = 2.7m2W05 = 2.2m2 X 4 = 8.8m2W06 = 5.4m2 X 1 = 5.4m2W07 = 0.84m2 X 2 = 1.6m2W08 = 0.84m2 X 6 = 5.04m2SF02 = 13.1m2 X 1 = 13.1m2

TOTAL WINDOW AREA = 72.34 m2Total Permissible Window Area (15% of 496.0 m2 = 74.4 m2)Total Window Area = 72.34 m2 Less Than permissible 74.4 m2Total Window Area is Less Than 15% of Nett Floor Area.THE REQUIREMENTS OF SANS 204 ARE COMPLIED WITH.

A002

2

W-01

A0035

A002

3

A003 3

Section B

A003

Section B

A003

1955

RAMP

RAMP

UP

UP

29

50

60

00

60

10

14

00

14

00

30

65

11

95

5

DPC

D

SF-02

0.58mm thick corrugated pre-

painted chromadek metal roof

sheeting fixed in accordance

with manufacturers

specification laid at 22.5° pitch

Aluminium reflective foil insulation

laid over 114x38mm

soft wood timber trusses.

114X38mm softwood timber roof

trusses to structural engineers

details laid in compliance with

SANS 10400-L.

76x50mm softwood timber purlins

Face brick beam filling

100x75x0.58mm square profile

seamless galvanised steel sheet

gutter installed complete with

accessories in accordance with

manufacturers specification.

12x225mm "nutec" fibre cement

fascia board installed complete

with all accessories in

accordance with manufacturers

specifications.

38x38mm softwood timber

battens nailed to 38x114mm

softwood timber joist to close

eaves.

100mm "aerolite" mineral wool insulation.

Reinforced FBX face brick brick

on edge

(b.o.e) lintel.

0,375mm thick polyolefin damp

proof course in accordance with

SANS 952 Type B above window

opennings.

110x85mm pre-cast concrete

lintel installed

in accordance with structural

engineers

detail.

100x75x0.58mm square profile

galvanised steel sheet gutter

Plaster and paint finish to internal

walls as

per Finishes Schedule.

Powder coated aluminium

window frame as

per Window Schedule.

Angle iron support to structural

engineers detail.

300x300x6mm thick ceramic floor

tiles on 30mm cement/sand

screed with approved adhesive

in accordance with

manufacturers specifications.

6x75mm high ceramic tile skirting

0,375mm thick polyolefin damp

proof

course in accordance with SANS

952 Type B above window

opennings.30mm thick 1:3

cement sand floor

screed topping,

surface prepared to

receive adhesive

bonding agent.170mm thick reinforced

surface bed to

structural engineers

detail.1000mm wide by 100mm thick cast in situ concrete

apron with plastic dpm laid in accordance with

manufacturers specifications.

NFX brickwork in class 1 with 75mm wide brickforce

reinforcement every course below ground level

unless

specified otherwise by Structural Engineer.

D-01 Detail 1:25

0000,000 AFFL 0000,000 AFFL

ABCDEFGHI

W

W-02

W

W-02

W

W-02

W

W-02

W

W-08

W

W-08

W

W-08

W

W-08W

W-02

W

W-02

W

W-02

D

29

W

W-02

W

W-04

W

W-02

W

W-05 W

W-06

3508 3565 2300 1708 3105 3508 3508 3508

+3240,000 AFFL +3240,000 AFFL

+6810,000 AFFL +6810,000 AFFL

1:100Elevation 032- A002

0000,000 AFFL

A B C D E F G H I

+3240,000 AFFL

+6810,000 AFFL

W

W-02

W

W-02

W

W-02

D

D-15

W

W-08

W

W-08

W

W-07

W

W-07

D

SF-02

W

W-02

W

W-02

W

W-02

W

W-02

W

W-02

W

W-02

W

W-05

W

W-05

W

W-05

Corrugated Chromadek iron sheetinglaid at 22.5° pitch.

FBX Face brick finish toexterior facade

Smooth Plaster & Paint finish

Powder coated aluminium windowas per Window Schedule

Powder coated aluminium shopfrontas per Window Schedule

3- A002 Elevation 01 1:100

3508 3508 3508 3105 1708 2300 3565 3508

GENERAL NOTES:

1. Contractor Notes:

- No construction may proceed on site prior to the approval of drawings by the local authority. Any buildingwork that commences prior to the building plan approval is completely at the owner's own risk.- The Architect may not be held responsible for any loss or damage whatsoever that may result from buildingworks without approved building plans.- Contractor to verify all levels, heights and demensions on site and to check same against the drawings beforeputting any work in hand. Levels are aproximate and must be verified by the Contractor prior pricing andconstruction. Relative floor levels will be determined after installation of master datum.- Any discrepancies on drawings must be pointed out by the Contractor to the Architect prior to construction.- Contractor is responsible for correct setting out of the buildings, all external walls with particular reference toboundaries, building lines, etc. Any errors, discrepancies or omissions to be reported to the Architectinmediately.- Contractor responsible to engage Building Inspector on each Construction Stage, to get full satisfaction incompliance with Local Authority by-law and regulations. - Burnt clay bricks only shall be used unless specificapproval is obtained from the Architect alternative type of bricks.- Conditions: The civil/structural engineer is responsible for soil test.

2. Certificates required:

- The following certificates of compliance to SABS and NBR standards may be required from the Contractor bythe Architect:FOUNDATION CERTIFICATE: Engineer.DPC: Council Inspector.PLUMBING AND DRAINAGE: Specialist Sub-contractor.ELECTRICAL INSTALATION: Specialist Sub-contractor.TRAFIC and ROAD MARKINGS: Engineer.FIRE SAFETY CERTIFICATE: Specialist and/or Council.ROOF STRUCTURE: Specialist Sub-contractor and/or Engineer.CONCRETE SLABS: Specialist Sub-contractor.WATERPROOFING: Specialist Sub-contractor.GLAZING: Specialist Sub-contractor.

3. Materials and Finishes Notes:

- All finishing products such as windows frames, roof, tiles, cornices, etc must be approved by the Architectbefore ordering and installation.- All product used must comply with SABS standards and Local Authority Requirements.- Quality of all materials and wokmanship to comply with the relevant SABS and SANS specifications and shallconform to the Standards specified in the Standard Preambles in the Bill of Quantities available for perusal atthe Architect's office.- Contractor is to build in approved DPC's wheter or not these are shown on drawings to all external walls ateach floor, beam or parapet level and to all window, door, grill or other opening in external walls. All partitionwork to comply with SABS 082 on NBR.

4. Building Standard Notes:

- All works must comply to the National Building Regulations and applicable SABS and NHBRC standards.- Drawings may not be scaled for construction purposes. Figured dimensions to be used at all times.- All drawings must be read in conjunction with one another.- Notes reflected on drawings apply for the entire project and works.- Any discrepancies on drawings must be pointed out by the Contractor to the Architect prior to constructionand submission of tenders. If in doubt ask the Architect.- Contractors are to ensure that all details shown on this drawing are compliance with local authority by-lawand regulations.- Contractors are to locate and identify existing services on site and to protect these from damage throughout teduration of the works. 5. Glazing Notes:

- All glazing to comply with NBR(SANS10400 - Part N) SABS 0137 & AAMSA.Dimensions GlazingNominal glass thickness Max. Size Pane 3mm 0.75 4mm 1.50 5mm 2.10 6mm 3.20- Any pane of glass installed in any door shall be safety glass and shall have a nominal thickness of not lessthan 6mm and doors not likely to be apparent to any person approaching them shall bear markings. Any glasslower than 500mm from floor finish shall be safety glass. Any window at staircases must be safety glass.

6. Flashing Notes:

Provide 0.6mm flashing at all parapets and areas where the roof line changes.

7. Brickwork Expansion Joints Notes:

Refer to Engineer for brickwork expansion joints.

8. Revisions:

Refer to drawing list for latest revisions on drawings.

Any queries arising from all the above must be reported to the Architect for clarification before any work in putin hand.

DATEREV No. DESCRIPTION:

INSTITUTION

SERVICE

CONTRACT - SECTION

DISCIPLINE

WORK DECRIPTION - SUB - DIVISION

DRAWING DESCRIPTION

SHEET SIZE DRAWING NUMBER REV

A1

CONTRACTOR:

CAD SYSTEM

REVIT ARCHITECTURE FILE NAME

DRAWING CO - ORDINATED

DATE NAME & SURNAME SIGNATURE PR. NUMBERRESPONSIBLE PROFESIONAL

FILE NO.

DESIGN

SCALE

ITEM NO.

DRAWN

CHECKED

CONTRACTOR 1

ARCHITECTURE

RESTORATIVE

CHRIS HANI ACADEMIC HOSPITAL

STAGE

FEB.2015 J.DLADLA REG:2660

FEB.2015 K.RONO REG:7479

R.A S.SITHOLE

R.A

MOTHER'S LODGE

CONSULTANT:

RONO ARCHITECT CC

TELL 011 6469 968

00

As indicated

A002

1 : 100

GROUND FLOOR1

A B C D E F G H

1

2

3

4

5

Section A

A003

Section A

A003

I

sink

stove

refrigerator

KitchenPorcelain Tile

D

D-0

4

D

D-0

4

D

D-0

4

D

D-0

4

D

D-05

D

D-05

D

D-05

D

D-05

D

D-03

D

D-05

D

D-05

D

D-05

D

D-05

D

D-05

D

D-05

D

D-15

W

W-02

W

W-02

W

W-08

W

W-08

W

W-02

W

W-02

W

W-02

W

W-02

W

W-07

W

W-02

W

W-02

W

W-02

W

W-05

W

W-05

BIC BIC BIC BIC BIC BIC BIC BIC

BICBICBICBICBICBIC BICBIC

BICBIC

5

78 6

Mother's roomPorcelain Tile

Po

rce

lain

Tile

MO

THER

'S W

.C

Mother's roomPorcelain Tile

Mother's roomPorcelain Tile

Mother's roomPorcelain Tile

Mother's roomPorcelain Tile

Mother's roomPorcelain Tile

Mother's roomPorcelain Tile

Mother's roomPorcelain Tile

wb

wb

wb

wc

wc

shr

shr

1000mm high

steel

balustrade

Lounge/seating AreaPorcelain Tile

Concrete

beam above

opening

Tread 300mm

Riser 170mm

FHR

wb

PassagePorcelain Tile

PassagePorcelain Tile

D

D-08

D

D-12

TOC:1672.64

Dining areaPorcelain Tile

VOID

BIC

230

16

10

230

40

25

230

58

65

230

40

10

16

25

230

40

25

230

16

10

230

121

90

230 1000 998 1800 1679 1800 1071 900 850 900 5381 1800 1458 1800 1708 1800 2378 230

18

40

42

55

16

10

42

55

W

W-02

230 1000 230 3335 115 3393 115 1220 115 1943 230 6943 230 3393 115 3335 1610 230

27780

3508 3508 3508 3105 1708 2300 3565 3508

1000 230 1114 115877115 1114 115 1143 115877 115 1143 115 1220 2058 230 6943 230 1114 144 906 115 1114 115 1114 115 877115 1114 230 1380

RAMP

RAMP

UP

UP

Exi

stin

g w

alk

wa

y b

elo

w c

on

cre

te

230

40

25

230

13

75

230

40

30

230

16

10

230

42

55

18

35

42

60

18

40

121

90

16

10

230

35

65

695

13

75

230

40

25

W-02

W

W-06

Section B

A003

Section B

A003

230 1000 997 1800 1679 1800 1702 1800 680 5109 585 900 1630 1800 1660 1800 1007 1370 230

230 1000 230 3335 115 3393 115 3271 230 4649 230 2070 230 3393 115 3345 230 1370 230

27780

Detail 01

A002

Detail 01

A002

0000,000 AFFL

1 2 3 4 5

+3240,000 AFFL

+6810,000 AFFLCorrugated Chromadek iron sheetinglaid at 22.5° pitch.

FBX Face brick finish toexterior facade

Smooth Plaster & Paint finish

4255 1610 4255 1840

3- A003 Elevation 02 1:100

0000,000 AFFL

12345

+3240,000 AFFL

+6810,000 AFFL

Corrugated Chromadek iron sheetinglaid at 22.5° pitch.

FBX Face brick finish toexterior facade

Smooth Plaster & Paint finishRamp to Structural Engineers detail.

5- A003 Elevation 04 1:100

1840 4255 1610 4255

0000,000 AFFL

12345

+3240,000 AFFL

+6810,000 AFFL

FHR

FHR

D

D-08

D

D-08

Entrance lobby

Porcelain Tile

Passage

Porcelain Tile

Dining area

Porcelain Tile

Passage

Porcelain Tile

DPM DPM DPM DPC DPM DPM DPM DPM

DPC

DPC

DPC

D

SF-02

W

W-06

0.58mm thick corrugated pre-painted chromadek metal

sheeting fixed in accordance with manufacturers

specification and laid at 22.5° pitch.

Aluminium reflective foil insulation laid over 114x38mm

soft wood timber trusses.

50x75mm structural grade softwood timber purlins fixed to

timber trusses to structural engineers specifications.

114x38mm timber trusses manufactured in accordance

with

structural engineers detail fixed to 114x38mm wallplate

and

tied down with 8mmØ wire roof anchor.

225x12mm flat fibre cement nutec

board closed eaves.

125x125mm galvanised iron

seamless eaves gutters

110x75mm pre-painted downpipe fixed

accordance with manufacturers specifications.

FBX face bricks finish to exterior walls in class 2

mortar reinforced with 75mm wide brickforce.

110x75mm pre-stressed concrete lintel above

window openings to structural engineers

detail.

Powder coated aluminim window installed

as per window schedule.

Brick on edge exterior sill installed with

350 micron embossed dpc below.

600x600x6mm vinyl clad suspended ceiling on

pre-painted exposed tee suspension system to

manufacturer's specifications.

255mm thick reinforced concrete floor

to structural engineers detail.

NFP brickwork in class 2 with 75mm wide brickforece

reinforcement every 3rd course above ground level

unless specified otherwise by Structural Engineer.

600x600x8mm thick porcelain tile laid on 30mm thick

cement sand screed.

600x75x8mm thick porcelain tile skirting.

1000mm wide by 100mm thick cast in situ concrete

apron with plastic dpm laid in accordance with

manufacturers specifications.

NFX brickwork in class 1 with 75mm wide brickforce

reinforcement every course below ground level

unless specified otherwise by Structural Engineer.

Reinforced concrete strip foundation

footing to Structural Engineer's detail.

300mm thk. well compacted hardcore material

treated with approved ant poison.

1000mm high mild steel balustrade

with 40mmØ stainless steel handrail.Smooth

plaster and

finish

Smooth

plaster and

finish

Smooth

plaster and

finish

Angle iron support to structural

engineers detail.

1No. undercoat & 2No. coats paint

finish eggshell interior use PVA on

internal walls.

Gypsum plaster finish to underside of

slab finished in 1No. universal

undercoat and 2No. finishing paint.

D-1

1840 4255 1610 4255

S-02 Section BB 1:50

1000mm high

steel

balustrade

Tread 300mm

Riser 170mm

A B C D E F G H

1

2

3

4

5

EXISTING BUILDING

EXISTING BUILDING

EXISTING BUILDING

FA

LL

FA

LL

0000,000 AFFL 0000,000 AFFL

12345

+3240,000 AFFL +3240,000 AFFL

+6810,000 AFFL +6810,000 AFFL

Entrance lobbyPorcelain Tile

PassagePorcelain Tile

Dining areaPorcelain Tile

PassagePorcelain Tile

Smooth

plaster and

finish

Smooth

plaster and

finish

Smooth

plaster and

finish

1840 4255 1610 4255

28

83

170255

30

11

26

23

Corrugated Chromadek laid on 50*50 mms/w timber purlinson 114*38 mm timber trusses

to Structural Engineers detail at 22.5° pitch.

600x600mm vinyl clad suspended ceiling

2No. of concrete lintels over window/door

openings to structural Engineer's detail.

1No. undercoat & 2No. coats paint finish

eggshell interior use PVA.

Brickwork reinforcement every 3rd courseabove ground level unless specified otherwise

by Structural Engineer.

Gypsum plaster finish to underside of slabfinished in 1No. universal undercoat and

2No. finishing paint.

1No. undercoat & 2No. coats paint finish

eggshell interior use PVA.

Brickwork reinforcement in every

course below ground level.

Reinforced concrete strip foundation footing

to Structural Engineer's detail.

300mm thk. well compacted hardcore

materialtreated with approved ant

poison.

DPM DPM DPC DPM DPM

DPC

DPC

DPC

1000mm high

steel balustrade

Tread 300mmRiser 170mm

57

13

GENERAL NOTES:

1. Contractor Notes:

- No construction may proceed on site prior to the approval of drawings by the local authority. Any buildingwork that commences prior to the building plan approval is completely at the owner's own risk.- The Architect may not be held responsible for any loss or damage whatsoever that may result from buildingworks without approved building plans.- Contractor to verify all levels, heights and demensions on site and to check same against the drawings beforeputting any work in hand. Levels are aproximate and must be verified by the Contractor prior pricing andconstruction. Relative floor levels will be determined after installation of master datum.- Any discrepancies on drawings must be pointed out by the Contractor to the Architect prior to construction.- Contractor is responsible for correct setting out of the buildings, all external walls with particular reference toboundaries, building lines, etc. Any errors, discrepancies or omissions to be reported to the Architectinmediately.- Contractor responsible to engage Building Inspector on each Construction Stage, to get full satisfaction incompliance with Local Authority by-law and regulations. - Burnt clay bricks only shall be used unless specificapproval is obtained from the Architect alternative type of bricks.- Conditions: The civil/structural engineer is responsible for soil test.

2. Certificates required:

- The following certificates of compliance to SABS and NBR standards may be required from the Contractor bythe Architect:FOUNDATION CERTIFICATE: Engineer.DPC: Council Inspector.PLUMBING AND DRAINAGE: Specialist Sub-contractor.ELECTRICAL INSTALATION: Specialist Sub-contractor.TRAFIC and ROAD MARKINGS: Engineer.FIRE SAFETY CERTIFICATE: Specialist and/or Council.ROOF STRUCTURE: Specialist Sub-contractor and/or Engineer.CONCRETE SLABS: Specialist Sub-contractor.WATERPROOFING: Specialist Sub-contractor.GLAZING: Specialist Sub-contractor.

3. Materials and Finishes Notes:

- All finishing products such as windows frames, roof, tiles, cornices, etc must be approved by the Architectbefore ordering and installation.- All product used must comply with SABS standards and Local Authority Requirements.- Quality of all materials and wokmanship to comply with the relevant SABS and SANS specifications and shallconform to the Standards specified in the Standard Preambles in the Bill of Quantities available for perusal atthe Architect's office.- Contractor is to build in approved DPC's wheter or not these are shown on drawings to all external walls ateach floor, beam or parapet level and to all window, door, grill or other opening in external walls. All partitionwork to comply with SABS 082 on NBR.

4. Building Standard Notes:

- All works must comply to the National Building Regulations and applicable SABS and NHBRC standards.- Drawings may not be scaled for construction purposes. Figured dimensions to be used at all times.- All drawings must be read in conjunction with one another.- Notes reflected on drawings apply for the entire project and works.- Any discrepancies on drawings must be pointed out by the Contractor to the Architect prior to constructionand submission of tenders. If in doubt ask the Architect.- Contractors are to ensure that all details shown on this drawing are compliance with local authority by-lawand regulations.- Contractors are to locate and identify existing services on site and to protect these from damage throughout teduration of the works. 5. Glazing Notes:

- All glazing to comply with NBR(SANS10400 - Part N) SABS 0137 & AAMSA.Dimensions GlazingNominal glass thickness Max. Size Pane 3mm 0.75 4mm 1.50 5mm 2.10 6mm 3.20- Any pane of glass installed in any door shall be safety glass and shall have a nominal thickness of not lessthan 6mm and doors not likely to be apparent to any person approaching them shall bear markings. Any glasslower than 500mm from floor finish shall be safety glass. Any window at staircases must be safety glass.

6. Flashing Notes:

Provide 0.6mm flashing at all parapets and areas where the roof line changes.

7. Brickwork Expansion Joints Notes:

Refer to Engineer for brickwork expansion joints.

8. Revisions:

Refer to drawing list for latest revisions on drawings.

Any queries arising from all the above must be reported to the Architect for clarification before any work in putin hand.

DATEREV No. DESCRIPTION:

INSTITUTION

SERVICE

CONTRACT - SECTION

DISCIPLINE

WORK DECRIPTION - SUB - DIVISION

DRAWING DESCRIPTION

SHEET SIZE DRAWING NUMBER REV

A1

CONTRACTOR:

CAD SYSTEM

REVIT ARCHITECTURE FILE NAME

DRAWING CO - ORDINATED

DATE NAME & SURNAME SIGNATURE PR. NUMBERRESPONSIBLE PROFESIONAL

FILE NO.

DESIGN

SCALE

ITEM NO.

DRAWN

CHECKED

CONTRACTOR 1

ARCHITECTURE

RESTORATIVE

CHRIS HANI ACADEMIC HOSPITAL

STAGE

FEB.2015 J.DLADLA REG:2660

FEB.2015 K.RONO REG:7479

R.A S.SITHOLE

R.A

MOTHER'S LODGE

CONSULTANT:

RONO ARCHITECT CC

TELL 011 6469 968

00

As indicated

A003

1 : 100

FIRST FLOOR1

1 : 200

ROOF PLAN4

1 : 100

Section A6