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TRANSCRIPT
CLIENT SIGNATURE
AREA SCHEDULE
DRAWING ISSUE DATE:
ILLUSTRATION
PR ARCH 6847 0218726360Stephrie Geldenhuys Wihan MoutonWarren Labuschagne
2017/03/03
The Vines ll _877
DRAWN BY : Jeannine de Wet
DESIGNED BY :
GENERAL:All works to SANS 10400 - 2010 and to the approval of the Local Authority. All work to be checkedbeforehand and report any discrepancies to the designer without any delay.DO NOT SCALE FROM THIS DRAWINGS.
ROOF COVERINGS:Concrete roof tiles ( ELITE OR SIMILAR ) on 38x38mmS.A. pine battens @ Max 200mm C/C on mitec roof trusses @ manufactures centres’ spacing.Trusses to be tied down with galvanised hoop iron min 600mm into brickwork.Trusses to be fixed with galvanised hoop iron on 114mm x 38mm wall plate.All portions of structural timber built into walls to be well tarred, creosoted or encased in dpc.Gable and walls tied back to roof structure with galvanised hoop iron straps 3mm thick x 30mmwide at 600c/c embedded 300mm in wall , bent over and fixed to 2 rafters.
EAVES:Overhang : 300mm.Fascias: Everite medium density plain groove Nutec fascia boards, size 225 x 9mm thick,fixed to timber rafters twice screwed with 12 x 40mm counter sunk brass screws with aluminium fascia jointed plate between boards and aluminium H-profile fascia corner joiners at board ends.Fillers: as prescribed by roof material manufacturer.Soffits: as prescribed by roof material manufacturer.Gutters fixed to Facia (to manufacturer specification) .
RAIN WATER GOODS:Watertight guttering domestic ogee profile aluminium seamless gutter overall size 125 x 85 x 0,6mm thick.Colour white with matching splash plate, including expanded aluminium mesh leaf guard set over the gutterwith 100mm diameter uPVC downpipes complying with SABS 11, fixed to wall with holderbats ,all installed to spec.
BLOCK WALLS:Work size: ROK Maxi bricksStrength: According to SANS 10400 - 2010 part KK.4.Reinforcing:i ) "Brickforce" every second brick course in all walls.ii) "Brickforce" every course for four courses over openings.iii) "Brickforce" endlaps minimum 300mm. Finishes :10mm Plaster inside/outside and Nature's Coat Brush Plaster ( to manufacturers spec ).
FOUNDATIONS:Foundation sizes to be specified by Engineers. Foundation strength to be 20MPa. (see Engineers specification)
MORTAR:All cement powder to be SABS approved Portland cement. Class 2 dagha to be used for construction. Mix: 50 kg cement,200 litre sand maximum. Lime is optional for extra workability & improved waterproofing. Add a maximum of 40 litre limeto mixture.
WATERPROOFING:Dampproofcourse: 375 micron (dpc). Dampproofmembrane: 250 micron (dpm).
PAINTING:House Colour paint to be Antique Petal as approved by Val de Vie. Door and Window colour to be,(White - Epoxy coated & Painted )
FLOORS:Floor finishes on 25mm screed on 100mm 20MPa concrete on dpm on 50mm sand blinding layer on compacted hardcore(to 93% mod. AASHTO) in layers of 150mm maximum on reduced ground level well compacted.
GLAZING:All glazing to SABS 0137 (third edition) and SANS 10400-2010 part NN3, part OO2, Part XA and SANS 204. Glazing tobe minimum 10% of floor area of habitable rooms. Minimum 4mm thick glazing.
DOORS AND WINDOWS:See Door & Window schedule for sizes and specifications.
ELECTRICAL INSTALLATION:To be done by a competent registered electrician. See electrical layout for electrical installation.
FOULWATER DRAINAGE:Above ground: uPVC pipes to SABS 967. Coupling pieces: bendable ring seals.Joints: welded solvent joints. Below ground: uPVC pipes laid to SABS 1200 LD and SABS 0112. Maximum 1:5 andminimum 1:60 fall. In concrete: Pipes below structures/vehicular access in 400 x 400mm concrete.
SITE : To be Landscaped as per the Appointed Landscape Architect's plan.
WORKS: As shown on Siteplan. Site to be left free of building rubble.
MUNICIPAL REQUIREMENTS AND THOSE OF OTHER AUTHORITIES MUST BE ADHERED TO. CONTRACTORSAND SUB-CONTRACTORS ARE TO CHECK ALL DIMENSIONS AND LEVELS ON THE BUILDING SITE BEFORECOMMENCING WORK. FIGURED DIMENSIONS TO BE TAKEN IN PREFERENCE TO SCALED MEASUREMENTSAND LARGE SCALE DETAILS SUPERSEDE SMALL SCALE DRAWINGS. THE DESIGN ON THIS DRAWING IS THEPROPERTY OF THE ARCHITECTS AND COPYRIGHT THEREOF IS RESERVED BY THEM.
Double Garage 39.83 m2 Undercover Patio 16.52 m2
Ground Floor Living 131.92 m2 Total Area 188.27 m2
Drying Yard 15.17 m2 Pergola Area 18.54 m2 Plot 389.29 m2Plot Perimeter 57.390 m Total Coverage 48.36%Bulk 48.36%1800mm Boundary Walls 5.204 m1800mm Screen Walls 3.040 m1200mm Boundary Fence 6.936 m
Bou
ndar
y 16
966m
m
D8
D2
D2
D1
W1a
W3 W3 W3W1b
D6
D7
W2D5W3
D3
D4
D3
D3
D3
D3
D8
WM
TD
240 260 240 3 260 95 741 1 154 95 1 000 1 200 1 020 95 665 600 1 120 600 475 95 3 305 240 540130 200
130
500 3 736 600 2 249 1 200 1 780 600 1 120 600 4 115 540 460
500 16 000 540 460
17 500
240
220
2 44
029
52
440
220
240
1 50
024
01
350
1 20
01
350
240
460
2 44
029
52
440
460
1 50
01
590
1 20
01
590
6 09
51
500
4 38
0
11 9
75
240 4 770 600 740 240 151 1 500 774 95 600 1 604 260 1 200 260 1 766 240 1 220 240 540 460
5 010 600 740 240 151 1 500 869 600 1 604 1 720 2 006 1 460 540 460
6 590 8 450 1 460 540 460
17 500
240
605
130
240
1 22
03
700
260
1 00
020
024
075
02
400
750
240
845
130
1 46
03
700
1 46
099
02
400
990
845
130
5 16
01
460
4 38
0
11 9
75
460
1 00
0
2 000 460
1 000 1 000
5026
0
5 17
546
0
460 800
3 000
2 500
330 260
590
3 90
0
5 61
519
01
600
190
965
9545
02
390
3 260 95 1 895 95 3 220 95 1 950 1 510 95 3 305
3 90
0
3 59
5
400
952
465
951
035
6 110 190 1 830 725 5 705
1 46
095
2 57
095
1 06
095
1 05
5
3 90
0
6 43
0
±0±0±0
±0
+190
+110
+110
+85
+190
+190
+190
AA AA
BB
BB
S
W
E
N
No
Obs
truct
ion
on S
idew
alk
ERF 875
ER
F 876
ER
F 87
7
ER
F 878E
RF 879
Ruby E
nclave
BATH
LinenBIC
Shower
Shower
Tow
el R
ail
Tow
el R
ail
HW
BH
WB
Toilet
Toile
t
HWB
F
Garage door to be 1/2h Fire rated with self closing mechanism and comply withSANS 10400. Door to have 10mm Threshold.
1200
mm
Hig
hW
all
1200mm HighWall
Washing Lines
4000
mm
Bui
ldin
g Li
ne
2000mm Building Line
1200mm High Boundary Fence
2000mm Building Line
2000
mm
Bui
ldin
g Li
ne
LoungeTiles
Scullery/Laundry
Tiles
KitchenTiles
LobbyTiles
BIC
BIC
BroomBIC
Pantry
Bea
m O
ver T
o E
ng S
pec
And
Det
ail
Woo
d B
raai
To S
peci
alis
t
AC Unit
Pebble GasFireplace
Double GarageGrano
G
Covered PatioTiles
Line
Of S
lab
Abo
ve
Ent
ranc
eTi
les
Line
Of S
lab
Main BedroomCarpet
Bedroom 2Carpet
Bedroom 3Carpet
DressingRoomCarpet
MainEn-Suite
TilesBathroom
Tiles
BIC BIC
Server
AC UnitAC Unit AC Unit
Dining RoomTiles
Bea
m O
ver T
o E
ng S
pec
And
Det
ail
Gas
Sto
ve
DW
Refuse Bin Position
1800mm high Gate .
ElectricalConnection
WaterConnection
Outside Tap
Carrier beams to be fixed to columns by means of stainlesssteel threaded rods being half inserted into the column andthen through the profile beam and bolted down.Top beams to be fixed to walls by means of stainless steelthreaded rods being half inserted into the wall and thenthrough the profile beam and securely bolted.
Garage Walls between garage and dwelling to be a min of 30min Fire Resistant.Walls between Garage and dwelling to be built up to underside of roof covering
to provide devision between roof space.Exposed Brick Wall
Ext
erna
l Lig
ht in
acco
rdan
ce w
ith V
alde
Vie
Gui
dlin
es
220m
mx4
4mm
Pro
filed
Per
gola
.
Exp
osed
Bric
k W
all
Exposed Brick Wall
Out
side
Tap
Outside Tap
Plumber :Provision to bemade for a waterpoint for FRIDGE
Ext
erna
l Lig
ht in
acco
rdan
ce w
ith V
alde
Vie
Gui
dlin
es
Aircon outside unitto be screened off.
Gas installation to comply with SANS 10087Part 1 : 2013 regulation.Total capacity of LPG gas cylindersshall not exceed 19kg/s and will be installedby a Registered Installer qualified to the appropriate grade.Drying Yard
Cobbles
Driv
eway
Cob
bles
B2
Stormwater To Road
Stormwater To Road
1800mm Boundary Wall
100m
m P
VC
Sle
eves
Boundary 22000mm
summ
er
sunset
N
E
W
S
winter
sunset
winter
sunrise
summer
sunrise
Boundary 22047mmBou
ndar
y 18
424m
m
B1
MC
Gully
A1
GullyGully
Gully
Gully
Gully
Gully
Gully
W4
W4
GullyGully
Gully
0. Groundfloor 1:100
Site SetoutScale 1:100
CLIENT SIGNATURE
AREA SCHEDULE
DRAWING ISSUE DATE:
ILLUSTRATION
PR ARCH 6847 0218726360Stephrie Geldenhuys Wihan MoutonWarren Labuschagne
2017/03/03
The Vines ll _877
DRAWN BY : Jeannine de Wet
DESIGNED BY :
GENERAL:All works to SANS 10400 - 2010 and to the approval of the Local Authority. All work to be checkedbeforehand and report any discrepancies to the designer without any delay.DO NOT SCALE FROM THIS DRAWINGS.
ROOF COVERINGS:Concrete roof tiles ( ELITE OR SIMILAR ) on 38x38mmS.A. pine battens @ Max 200mm C/C on mitec roof trusses @ manufactures centres’ spacing.Trusses to be tied down with galvanised hoop iron min 600mm into brickwork.Trusses to be fixed with galvanised hoop iron on 114mm x 38mm wall plate.All portions of structural timber built into walls to be well tarred, creosoted or encased in dpc.Gable and walls tied back to roof structure with galvanised hoop iron straps 3mm thick x 30mmwide at 600c/c embedded 300mm in wall , bent over and fixed to 2 rafters.
EAVES:Overhang : 300mm.Fascias: Everite medium density plain groove Nutec fascia boards, size 225 x 9mm thick,fixed to timber rafters twice screwed with 12 x 40mm counter sunk brass screws with aluminium fascia jointed plate between boards and aluminium H-profile fascia corner joiners at board ends.Fillers: as prescribed by roof material manufacturer.Soffits: as prescribed by roof material manufacturer.Gutters fixed to Facia (to manufacturer specification) .
RAIN WATER GOODS:Watertight guttering domestic ogee profile aluminium seamless gutter overall size 125 x 85 x 0,6mm thick.Colour white with matching splash plate, including expanded aluminium mesh leaf guard set over the gutterwith 100mm diameter uPVC downpipes complying with SABS 11, fixed to wall with holderbats ,all installed to spec.
BLOCK WALLS:Work size: ROK Maxi bricksStrength: According to SANS 10400 - 2010 part KK.4.Reinforcing:i ) "Brickforce" every second brick course in all walls.ii) "Brickforce" every course for four courses over openings.iii) "Brickforce" endlaps minimum 300mm. Finishes :10mm Plaster inside/outside and Nature's Coat Brush Plaster ( to manufacturers spec ).
FOUNDATIONS:Foundation sizes to be specified by Engineers. Foundation strength to be 20MPa. (see Engineers specification)
MORTAR:All cement powder to be SABS approved Portland cement. Class 2 dagha to be used for construction. Mix: 50 kg cement,200 litre sand maximum. Lime is optional for extra workability & improved waterproofing. Add a maximum of 40 litre limeto mixture.
WATERPROOFING:Dampproofcourse: 375 micron (dpc). Dampproofmembrane: 250 micron (dpm).
PAINTING:House Colour paint to be Antique Petal as approved by Val de Vie. Door and Window colour to be,(White - Epoxy coated & Painted )
FLOORS:Floor finishes on 25mm screed on 100mm 20MPa concrete on dpm on 50mm sand blinding layer on compacted hardcore(to 93% mod. AASHTO) in layers of 150mm maximum on reduced ground level well compacted.
GLAZING:All glazing to SABS 0137 (third edition) and SANS 10400-2010 part NN3, part OO2, Part XA and SANS 204. Glazing tobe minimum 10% of floor area of habitable rooms. Minimum 4mm thick glazing.
DOORS AND WINDOWS:See Door & Window schedule for sizes and specifications.
ELECTRICAL INSTALLATION:To be done by a competent registered electrician. See electrical layout for electrical installation.
FOULWATER DRAINAGE:Above ground: uPVC pipes to SABS 967. Coupling pieces: bendable ring seals.Joints: welded solvent joints. Below ground: uPVC pipes laid to SABS 1200 LD and SABS 0112. Maximum 1:5 andminimum 1:60 fall. In concrete: Pipes below structures/vehicular access in 400 x 400mm concrete.
SITE : To be Landscaped as per the Appointed Landscape Architect's plan.
WORKS: As shown on Siteplan. Site to be left free of building rubble.
MUNICIPAL REQUIREMENTS AND THOSE OF OTHER AUTHORITIES MUST BE ADHERED TO. CONTRACTORSAND SUB-CONTRACTORS ARE TO CHECK ALL DIMENSIONS AND LEVELS ON THE BUILDING SITE BEFORECOMMENCING WORK. FIGURED DIMENSIONS TO BE TAKEN IN PREFERENCE TO SCALED MEASUREMENTSAND LARGE SCALE DETAILS SUPERSEDE SMALL SCALE DRAWINGS. THE DESIGN ON THIS DRAWING IS THEPROPERTY OF THE ARCHITECTS AND COPYRIGHT THEREOF IS RESERVED BY THEM.
Double Garage 39.83 m2 Undercover Patio 16.52 m2
Ground Floor Living 131.92 m2 Total Area 188.27 m2
Drying Yard 15.17 m2 Pergola Area 18.54 m2 Plot 389.29 m2Plot Perimeter 57.390 m Total Coverage 48.36%Bulk 48.36%1800mm Boundary Walls 5.204 m1800mm Screen Walls 3.040 m1200mm Boundary Fence 6.936 m
Bou
ndar
y 16
966m
m
D8
D2
D2
D1
W1a
W3 W3 W3W1b
D6
D7
W2D5W3
D3
D4
D3
D3
D3
D3
D8
WM
TD
240 260 240 3 260 95 741 1 154 95 1 000 1 200 1 020 95 665 600 1 120 600 475 95 3 305 240 540130 200
130
500 3 736 600 2 249 1 200 1 780 600 1 120 600 4 115 540 460
500 16 000 540 460
17 50024
022
02
440
295
2 44
022
024
01
500
240
1 35
01
200
1 35
024
0
460
2 44
029
52
440
460
1 50
01
590
1 20
01
590
6 09
51
500
4 38
0
11 9
75
240 4 770 600 740 240 151 1 500 774 95 600 1 604 260 1 200 260 1 766 240 1 220 240 540 460
5 010 600 740 240 151 1 500 869 600 1 604 1 720 2 006 1 460 540 460
6 590 8 450 1 460 540 460
17 500
240
605
130
240
1 22
03
700
260
1 00
020
024
075
02
400
750
240
845
130
1 46
03
700
1 46
099
02
400
990
845
130
5 16
01
460
4 38
0
11 9
75
460
1 00
0
2 000 460
1 000 1 000
5026
0
5 17
546
0
460 800
3 000
2 500
330 260
590
3 90
0
5 61
519
01
600
190
965
9545
02
390
3 260 95 1 895 95 3 220 95 1 950 1 510 95 3 305
3 90
0
3 59
5
400
952
465
951
035
6 110 190 1 830 725 5 705
1 46
095
2 57
095
1 06
095
1 05
5
3 90
0
6 43
0
±0±0±0
±0
+190
+110
+110
+85
+190
+190
+190
AA AA
BB
BB
S
W
E
N
No
Obs
truct
ion
on S
idew
alk
ER
F 876
ER
F 87
7
Ruby E
nclave
BATH
LinenBIC
Shower
Shower
Tow
el R
ail
Tow
el R
ail
HW
BH
WB
Toilet
Toile
t
HWB
F
Garage door to be 1/2h Fire rated with self closing mechanism and comply withSANS 10400. Door to have 10mm Threshold.
1200
mm
Hig
hW
all
1200mm HighWall
Washing Lines
4000
mm
Bui
ldin
g Li
ne
2000mm Building Line
1200mm High Boundary Fence
2000mm Building Line
2000
mm
Bui
ldin
g Li
ne
LoungeTiles
Scullery/Laundry
Tiles
KitchenTiles
LobbyTiles
BIC
BIC
BroomBIC
Pantry
Bea
m O
ver T
o E
ng S
pec
And
Det
ail
Woo
d B
raai
To S
peci
alis
t
AC Unit
Pebble GasFireplace
Double GarageGrano
G
Covered PatioTiles
Line
Of S
lab
Abo
ve
Ent
ranc
eTi
les
Line
Of S
lab
Main BedroomCarpet
Bedroom 2Carpet
Bedroom 3Carpet
DressingRoomCarpet
MainEn-Suite
TilesBathroom
Tiles
BIC BIC
Server
AC UnitAC Unit AC Unit
Dining RoomTiles
Bea
m O
ver T
o E
ng S
pec
And
Det
ail
Gas
Sto
ve
DW
Refuse Bin Position
1800mm high Gate .
ElectricalConnection
WaterConnection
Outside Tap
Carrier beams to be fixed to columns by means of stainlesssteel threaded rods being half inserted into the column andthen through the profile beam and bolted down.Top beams to be fixed to walls by means of stainless steelthreaded rods being half inserted into the wall and thenthrough the profile beam and securely bolted.
Garage Walls between garage and dwelling to be a min of 30min Fire Resistant.Walls between Garage and dwelling to be built up to underside of roof covering
to provide devision between roof space.Exposed Brick Wall
Ext
erna
l Lig
ht in
acco
rdan
ce w
ith V
alde
Vie
Gui
dlin
es
220m
mx4
4mm
Pro
filed
Per
gola
.
Exp
osed
Bric
k W
all
Exposed Brick Wall
Out
side
Tap
Outside Tap
Plumber :Provision to bemade for a waterpoint for FRIDGE
Ext
erna
l Lig
ht in
acco
rdan
ce w
ith V
alde
Vie
Gui
dlin
es
Aircon outside unitto be screened off.
Gas installation to comply with SANS 10087Part 1 : 2013 regulation.Total capacity of LPG gas cylindersshall not exceed 19kg/s and will be installedby a Registered Installer qualified to the appropriate grade.Drying Yard
Cobbles
Driv
eway
Cob
bles
B2
Stormwater To Road
Stormwater To Road
1800mm Boundary Wall
100m
m P
VC
Sle
eves
Boundary 22000mm
summ
er
sunset
N
E
W
S
winter
sunset
winter
sunrise
summer
sunrise
Boundary 22047mmBou
ndar
y 18
424m
m
B1
MC
Gully
A1
GullyGully
Gully
Gully
Gully
Gully
Gully
W4
W4
GullyGully
Gully
0. Groundfloor 1:50
FloorplanScale 1:50