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KBB
KBB
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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
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SH
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SH
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PIPE
SH
BLD LN
SH
KBT
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BM6BM6
JV312
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JV363JV364*JV365*
JV366*
JV458
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Jv479
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Jv512
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Jv708
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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