Embed Size (px)
DW DW
c
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All roof timbers to be 200mm away from
inside of the chimney flue. S/S flue pipes
20 d
eg
ree
s
20 degrees
20 degrees
All roof timbers to be 200mm away from inside of the
chimney flue. S/S flue pipes
20
de
gre
es
20 degrees
20 degrees
20 d
eg
ree
s
c
c
C
Type 1-300-0
A
Type 1-300-0
B
Type 1-300-0
bic
bic
W1
D1
D2
D2D2
D2
D2
Bedroom 1Carpet
bth
shw
hwb
Bedroom 2Carpet
LoungeTile
Unit
Kitchen & DinningTile
dwsink
ov
wm
rf
Balcony
Stair Coretile
15m²
BIC
Bedroom 1Carpet
bth
shw
hwb
BIC
Bedroom 2Carpet
LoungeTile
Unit
Kitchen & DinningTile
sink
ov
rf
Balcony
wc wc
tile tile
Bathroomtile
Bathroomtile
heat pumps
SSSS
Class "E" doors(30min door and
frame with 25mm rebate)
1hr fire wall
1x4.5Kg Dcp extinguisher per 400m²
Valsir PP 50mm waste pipes
Class "E" doors(30min door and frame with 25mm rebate)
1hr fire wall
Valsir PP 50mm waste pipes
D1
2910
3000
2960
600
3900
3030
4560
1640
750
2380
2380
1080
34802850
200075903900
3000
600
3900 230 900 120
910
230
2000
230
3480
230
240 740 230 3000 230 810 2330 760 230 1800 180 400 230 910 2330 660 230 3000 230
240 740 230 7130 230 1080 230 1080 230 5180 900 1050 230
8570 1190 1190
230
3450
230
3670
2050
230
900 230 3900
120
230
Geyser
Geyser
FL:12850 FL:12850
FL:12760
120
1500
B
3450
3000 630
230
630
B
630
230
630
900
D2
FL:12760FL:12760
fhr
W2 W2
W1
D3 D3
3660
3920
2280
9850
6170
18
19
20
21
22
2324
25
26
27
28
29
30
31
heat pumps
Gate boarded with 225mm handiplank and 38mm gaps for ventilation
Gate boarded with 225mm handiplank and
38mm gaps for ventilation
200x200 melamine box to create accessible shaft for drainage
M/S Balustrade: Epoxy coated @ 1m high with max 100mm openings acc to NHBRC and SANS 10:400
M/S Balustrade: Epoxy coated @ 1m high with max 100mm openings acc to NHBRC and SANS 10:400
Fir
e E
sca
pe
2000
2000
17102010 200400
1250
460
1020
SSdwwm
SS
32
33
3000
W1
W3
W1
230
2000
230
bic
bic
W1
D1
D2
D2D2
D2
D2
Bedroom 1Carpet
bth
shw
hwb
Bedroom 2Carpet
LoungeTile
Unit
Kitchen & DinningTile
dwsink
ov
wm
rf
Balcony
Stair Coretile
15m²
BIC
Bedroom 1Carpet
bth
shw
hwb
BIC
Bedroom 2Carpet
LoungeTile
Unit
Kitchen & DinningTile
sink
ov
rf
Balcony
wcwc
tiletile
Bathroomtile
Bathroomtile
heat pumps
SS SS
Class "E" doors(30min door and frame with 25mm rebate)
1hr fire wall
1x4.5Kg Dcp extinguisher per 400m²
Valsir PP 50mm waste pipes
Class "E" doors(30min door and
frame with 25mm rebate)
1hr fire wall
Valsir PP 50mm waste pipes
D1
2910
3000
2960
600
3900
3030
4560
1640
750
2380
2380
1080
3480 2850
7590 3900
3000
600
3900230900120
910
230
2000
230
3480
230
24074023030002308102330760230180018040023091023306602303000230
24074023071302301080230108023051809001050230
857011901190
230
3450
230
3670
2050
230
9002303900
120
230
Geyser
Geyser
FL:12850FL:12850
FL:12760
120
1500
B
3450
3000630
230
630
B
630
230
630
900
D2
FL:12760FL:12760
fhr
W2W2
W1
D3D3
3660
3920
2280
9850
6170
18
19
20
21
22
2324
25
26
27
28
29
30
31
Gate boarded with 225mm handiplank and 38mm gaps for ventilation
200x200 melamine box to create accessible shaft for drainage
M/S Balustrade: Epoxy coated @ 1m high with max 100mm openings acc to NHBRC and
SANS 10:400
M/S Balustrade: Epoxy coated @ 1m high with max 100mm openings acc to NHBRC and
SANS 10:400
Fir
e E
scap
e
2000
2000
1710 2010200400
1250
460
1020
SSdw wm
SS
32
33
3000
W1
W3
W1
230
2000
230
W4 W4
230
3450
1740
1h
r fire
wa
ll
c
c
C
Type 1-300-0
A
Type 1-300-0
W1
W1
D1
D2
D2
D2
D3
D2
D2
D2
BIC
Bedroom 1
3480
3000
3000
3450
2850
2910
3900
7590
3550
930
3110
9002000
2960
230
230
bth
shw
hwb
BIC
Bedroom 2
Lounge
Kitchen & Dinning
dwsink
ov
wm
rf
Patio
fhr
Stair Coretile
15m²
BIC
3480
3000
3000
3450
2850
930
9002000
2000
230
230
120
bth
shw
hwb
BIC
sink
ov
rf
Patio
wc wc
240 740 230 4540 1800 790 230 1080 230 1080 230 5180 900 1050 230
19410
510
230
3450
230
2000
230
3480
230
510
230
3450
230
3670
2050
230
B
Type 1-300-0
740 230 1050 900 1050 230 810 2330 990 2380 230 910 2330 660230
3000 230
3230 6740 4130 3460
tile tileB
tileBathroom
tile
heat pumps
MH
SS
IERE
Class "E" doors(30min door and frame with 25mm rebate)
1x4.5Kg Dcp extinguisher per 400m²
50% of hot water to be generated by heat pumps
To municipal connection
Class "E" doors(30min door and
frame with 25mm rebate)
1hr fire wall
Valsir PP 50mm waste pipes
D1
Geyser
Geyser
FL:10000
FL:99910
FL:10000
FL:99910FL:99910
1500W3
W2 W2
570
B
Tile
Carpet
Carpet
1500
1240
2380 8460
630
230
230
630
Unit
Tile
Bedroom 1
Bedroom 2
Lounge
Kitchen & Dinning
Bathroomtile
Tile
Carpet
Carpet
Unit
Tile
2280
3920
3660
510
9850
980 8900 1080 7590
treads - 280risers - 180 D3
1
2
3
4
5
6
7
89
10
11
1213
1415
16
M/S Handrail: Epoxy coated @ 1m high with max 100mm openings acc to NHBRC and SANS 10:400
heat pumps
230
200x200 melamine box to create accessible shaft for drainage
Date boarded with 225mm handiplank and 38mm gaps for ventilation
Duct boarded with 225mm
handiplank and 38mm gaps for
ventilation
1hr fire wall
Valsir PP 50mm waste pipes
New 110 UPVC class 34 ug sewage pipe @ min 1:60 fall
SS
Fir
e E
sca
pe
G G GG
dw wm
Relevant Statutory fire and directional fire signage in compliance with SANS 1186-F22 sign above every FHR and a E1/E2 escape sign at the ground floor escape stairs
Parking
Landing
SS SS
17
3900
W1
W1
3900
1000
1000
1000
1000
2380 8460
1080
230
1080
Herringbone Paving
1m Paving around Base of flat
110mm dia upvc VP AE Access Panel
300
230
2000
230
600
230
630
230
630
230
630
W1
W1
D1
D2
D2
D2
D3
D2
D2
D2
BIC
Bedroom 1
3480
3000
3000
3450
2850
2910
3900
7590
3550
930
3110
900 2000
2960
230
230
bth
shw
hwb
BIC
Bedroom 2
Lounge
Kitchen & Dinning
dwsink
ov
wm
rf
Patio
fhr
Stair Coretile
15m²
BIC
3480
3000
3000
3450
2850
930
900
2000
230
230
120
bth
shw
hwb
BIC
sink
ov
rf
Patio
wcwc
240740230454018007902301080230108023051809001050230
510
230
3450
230
2000
230
3480
230
510
230
3450
230
3670
2050
230
74023010509001050230810233099023802309102330660230
3000230
3230674041303460
tile
tile
B
tileBathroom
tile
heat pumps
MH
SS
REIE RE
Class "E" doors(30min door
and frame with 25mm rebate)
1x4.5Kg Dcp extinguisher per 400m²
50% of hot water to be generated by heat
pumps
To municipal connection
Class "E" doors(30min door and frame with 25mm rebate)
1hr fire wall
Valsir PP 50mm waste pipes
D1
Geyser
Geyser
FL:10000
FL:99910
FL:10000
FL:99910 FL:99910
1500
W3
W2W2
570
B
Tile
Carpet
Carpet
1500
1240
2380
630
230
230
630
Unit
Tile
Bedroom 1
Bedroom 2
Lounge
Kitchen & Dinning
Bathroomtile
Tile
Carpet
Carpet
Unit
Tile
9840
2280
3920
3660
510
9850
980890010807590
treads - 280risers - 180D3
1
2
3
4
5
6
7
8 9
10
11
1213
1415
16
M/S Handrail: Epoxy coated @ 1m high with max 100mm openings acc to
NHBRC and SANS 10:400
heat pumps
50% of hot water to be generated by heat pumps
230
200x200 melamine box to create accessible shaft for drainage
Duct boarded with 225mm handiplank and 38mm gaps for ventilation
1hr fire wall
Valsir PP 50mm waste pipes
New 110 UPVC class 34 ug sewage pipe @ min 1:60 fall
SS
Fir
e E
scap
e
dwwm
Parking
Landing
SSSS
17
3900
W1
W1
3900
1000
1000
1000
1000
2380
1080
280
1030
Herringbone Paving
1m Paving around Base of flat
min IL = 450mm
110mm dia upvc VP AE Access Panel
300
230
2000
230
600
230
630
230
630
230
630
230 3000 230
W4 W4
10001
hr
fire
wa
ll
Scale
Checked by
Drawn by
Date
Project number
WYSIGINGS / REVISIONS
NO DATE REVISION NAME
Rev
1. MUNICIPAL REQUIREMENTS AND THOSE OF OTHER AUTHORITIES MUST BE ADHERED TO. 2. POSITIONS OF BOUNDARY PEGS TO BE CERTIFIED BY REGISTERED LAND SERVEYOR. ALL DIMENSIONS AND LEVELS ON THE BUILDING SITE TO BE CHECKED BY THE CONTRACTOR ON SITE BEFORE COMMENCING WORK AND ANY DISCREPANCIES TO BE REPORTED TO THE ARCHITECT IMMEDIATLY. 3. ANY FIGURED DIMENSIONS TO BE TAKEN IN PREFERENCE TO SCALED MEASUREMENTS AND LARGE SCALE DETAILS SUPERSEDE SMALL SCALE DRAWINGS. 4. ALL WORK TO BE DONE IN ACCORDANCE WITH THE NHBRC & NATIONAL BUILDING REGULATIONS SABS 10400 (1990)AND ALL REQUIREMENTS OF MUNICIPAL AND LOCAL AUTHORITIES CONCERNED, TO BE ADHERED TO.5. ALL GLASS AREAS BIGGER THEN 1SQM AND AT A HIGHT LESS THEN 500MM FROM FFL TO BE 6MM SAFETY GLASS.6. ALL CAVITIES BELOW FLOOR LEVEL TO BE FILLED WITH CONCRETE AND DPC'S TO BE STEPPED.7. THE DESIGN ON THIS DRAWING IS THE PROPERTY OF THE ARCHITECTS AND COPYRIGHT THEREOF IS RESERVED BY THEM.8.ALL STRUCTURE, FOUNDATIONS, STEEL TO BE SEPECIFIED BT ENGINEER9.ALL STORMWATER AND SEWAGE TO BE CHECKED WITHENGINEER AND PLUMBER.10. BUILDING WORKS TO BE STRICTLY ACCORIDNG TO LATEST AND APPLICABLE NHBRC REGULATIONS.
N.Kortenhoeven Sacap registration: Prarch 20708
Architect Signiture...............................................................
Client Signiture....................................................................
Asindicated
Plans
2018-15
Erf 3632
Palairos Trade ProprietaryLtd
22-10-18
NN
LDS
Type 1-100-0
LDS
Rua Vista Ex 18
Deemed-to-satisfy requirements of SANS 10400:
Structural System~ Part B:*Structural Concrete according to SABS 0100*Handrails according to SABS 0104*Glazing according to SABS 0137*Foundations according to SABS 0161*Structural Steel according to SABS 0162*Structural Timber according to SABS 0163*Structural Masonry according to SABS 0164The structural system of the building complies with the requirementsof parts H, J, K, L, M or N of ANS 10400, or in the case of timberbuildings with the requirements of SANS 10082*All structure according to engineer specifications
Dimensions~ Part C:The dimensions of any room or space are inaccordance with the detailed requirements of SANS 10400-CPublic Safety~Part D:A change in level, the design of ramps anddriveways, or access to swimming pools and swimming baths is inaccordance with the detailed requirements of SANS 10400-DSite Operations~ Part F:The provision of sanitary facilities is inaccordance with the detailed requirements of SANS 10400-FExcavations~ Part G: The excavation relating to a building is lessthan 3,0 m deep and is in accordance with the detailedrequirements of SANS 10400-GFloors~ Part J: Floors in any laundry, kitchen, shower room,bathroom or room containing a toilet pan or urinal are inaccordance with the detailed requirements of SANS 10400-J PartSlabs supported on the ground are in accordance withSANS 10400-B SANS 10400-H the detailed requirements of SANS10400-J*All slabs according to engineer specifications
Walls~Part K:The structural strength and stability of a wall is in
accordance with SANS 10400-B and SANS 10400-T The detailed
requirements of SANS 10400-K The roof fixing is in accordance with
SANS 10400-B the detailed requirements of SANS 10400-KThe water penetration through a wall is in accordance with the
detailed requirements of SANS 10400-K
Roofs~Part L: Roof coverings and waterproofing systems are inaccordance with the detailed requirements of SANS 10400-LFlat roofs or related gutters are in accordance with the detailedrequirements of SANS 10400-L; or the subject of a rational design orrational assessment (or both) The roof assembly and any ceilingassembly, in addition to complying with the requirements of SANS10400-C, are in accordance with the detailed requirements ofSANS 10400-L and the roof assembly is supported on wallsthat comply with the requirements of SANS 10400-K in accordancewith SANS 10400-B and SANS 10400-L Gutters and downpipes, ifany, are sized in accordance with the requirements of SANS 10400-R The fire resistance and combustibility of the roof assembly or anyceiling assembly are in accordance with the detailedrequirements of SANS 10400-LSANS 10400-T*All roofs according to Engineers and Manufactures specifications
Stairways~Part M:Stairways are in accordance withSANS 10400-B and SANS 10400-Tthe detailed requirements of SANS 10400-MWalls, screens, railings or balustrades to such stairway are inaccordance with the requirements ofSANS 10400-B and SANS 10400-TSANS 10400-K and SANS 10400-T
Glazing~Part N:The type and fixing of glazing is in accordancewith SANS 10400-B the detailed requirements of SANS 10400-N Theselection of the glazing is in accordance with the detailedrequirements of SANS 10400-NLighting and ventilation~Part O: The lighting in a habitable room,
bathroom, shower room and room containing a toilet pancomplies with the requirements of SANS 10400- T and the detailedrequirements of SANS 10400-O The ventilation is in accordancewith the requirements of SANS 10400-T and is in accordance withthe detailed requirements of SANS 10400-ODrainage~Part P: The design of the drainage system is inaccordance with the detailed requirements of SANS 10400-PStormwater disposal~Part R:The means for the control anddisposal of stormwater is in accordance with the detailedrequirements of SANS 10400-RPersons with disabilities~Part S:The means for providing facilitiesfor persons with disabilities is in accordance with the detailedrequirements of SANS 10400-SFire protection~Part T:The fire protection measures provided arein accordance with the detailed requirements of SANS 10400-TSpace heating~Part V:The provision of space heating is inaccordance with the detailed requirements of SANS 10400-V
DRAINAGEall drainage to be in accordance with NBRall sewerdownpipes to be concealed in accessible ducts with access hatchCE and IE to be fitted before and after entering and exiting residence undergroundinspection eye's to all bends abd junctions suitably marked at ground level70mm re-seal anti syphon two-way traps to all waste fittingsall showers on floor to have brass trapsall waste and soil pipes to fall min 1:40 accept otherwise indicatedno bends or junctions of drain pipes to be under floor slabsall gulleys to be in an open spacecleaning Eyes at every 25m intervals*PIPE SIZESsoil pipes(SP), connected to vent pipes (VP)= 110mm diam.waste pipes (WP), connected to vent pipes (VP)= 50mm diam.SINKS= 38mm diam.baths (B) and showers (SH)= 50mm diam.WHB's = 38mm diam.
NOTES:
1. Landscaping in accordance with HOAGuidelines.2. External light not to interfere withneighbour.3. Satelite to be in accordance with HOAGuidelines,4. Roof tiles in accordance with HOA Guidelines.5. Provide thresholds at entrances.6. Geyser as per SABS 10254
GENERAL1. Positions of boundary pegs to be certified by registered land surveyor. All levels,dimensions, steps etc., to be checked by the contractor on site, and alldiscrepancies to be reported to the Designer or Architect.2. All materials to be approved by the SABS or agreement board. All work tocomply with the NHBRC, the applicable SABS 0400-1990 codes & building societyregulations.DRAINAGE. SINGLE STACK SYSTEMNB No backventing required1. A Chemical temporary toilet for workmen to be provided before foundationexcavations are inspected, in and inoffensive position and to be kept in anhygienic and oderless state.2. All sewer to be 100 diameter pvc. minimum fall 1:60, maximum fall 1:10.Open end of ventpipe to be min. 2.0m above any opening into building withina 5m radius. Stub vents to be fitted with an approved 2-way vent-valve.3. All bends and junctions in sewer to be fitted with i.e.'s all r.e.'s under paving to befitted with marked covers. Drain under foundations to be protected and to complywith PP24.4. All waste fittings to have seal traps and to be fully accessible if under floors, withi.e.'s each end, otherwise clamped to wall.5. Any sewer pipe not deeper than 350mm under ground level (IL. -160mm) to becovered with a concrete slab, wide and strong enough to protect the sewerwith min 100mm soil between pipe and concrete.6. The radius at the center line of bend at the floor of the discharge stack shall benot less than 300mm & other bends 600mm.7. The vertical distance between the invert of the lowest branch point ofconnection of the stack and drain to be min. 500mm.8. Where any waste and soil branches are connected to stack the center line ofthe waste branch shall not intersect the stack within 200mm below thecenter line of the soil branch, all waste branches to connect separatelyto the stack.
BRICKWORK & FOUNDATIONS1. All loadbearing brickwork to be 280 cavity walls with brickforce providedevery three layers.2. DPC to be provided horizontally in walls & parapet, & vertical where thereis a step in floor level.3. DPC to be provided along windows, window sills as well as underneath thesurface bed..4. Foundation sizes:To Engineers specificationLoadbearing 280mm or 220mm thick brick walls 800x350220mm thick brick walls 750x300110mm thick brick walls 600x250450mm thick brick walls and three storey's brickwork 900x3505. Finished floor level to be min height of 150mm above finished ground level.WINDOWS AND DOOR SCHEDULE1. All windows & doors to be aluminium and timber as per schedule.2. All doors as described in door schedule on plan. Meranti doorframes for all internaldoors. Teak Stain.3. All glazing to comply with SANS 10400-N2008 - All sidelights and access doors,windows lower than 500mm from floor, windows lower than 1800mm above pitchline of stairs and shopfronts to be safety glass.STAIRS AND BALUSTRADES1. Reinforced concrete staircase to engineers detail.2. Treads min. 280mm3. Risers max. 180mm4. Balustrades 1000mm high with openings smaller than 100mm.FINISHES1. 12mm gypsum Lafarge suspended ceiling Shadow Mould 15 Cornice38x38mm brandering at 400 c/c.2. 22mm Tongue and Groove meranti sprockets, stain uv Teak.3. Smooth plaster on inside and outside.4. Painting: internal ceilings:Skim, one filler coat and two coats of PVA.internal walls: Skim ,one filler coat and two coats PVA.external walls: Skim, one primer coat and two coats weather proof PVAexposed timber : two coats varnish.
9. Pipe Sizes: Gradient. (degrees)Max. Min.40 dia : sinks, veg, basin, shower, whb40 dia : bidet50 dia : washing machine, bath, washtrough, dishwasher100 dia : to toiletscombined wastes to be min. 50mm and vents to toilets 100 dia.
ROOF : SHEETING AND TRUSSES: Kliplok Dark Grey aluminum roof sheeting @3 degrees on 75 x50 mm purlins at 1000mm centres on 120 mm termocoustex fibre on Engineered 50 x228 SA Pine Rafters G5 spacer @ min 1m centres on 114 x 38 mm wallplate. Trusses to be fixed to hoop ties 8 courses below trusses to roofing specialist details and specifications Industrial grade aluminium foil radiant barrier with joints lapped 150mm, fixed over rafters with trusses (elsewhere specified) at 1 000mm centres SA Pine rafters fastened securily with 2 wires of 4mm dia (embedded at least 300mm in brickwork) with connection devices as per table L2, schedule 1, of the N.B.R.1. Grade 4 timber sizes below: Grade Rafter TiebeamSpan to 4,7m 4 38x114 38x114 Span to 5,9m 4 38x114 38x114 Span to 7,2m 4 38x15238x228 Span to 8,5m 6 38x114 38x152 Span to 10,0m 6 38x152 38x2282. All web members to be at least 38x114, Grade 4 timber, with bays of equallengths not greater than 1,5m3. Approved bracing to be provided to prevent buckling and to keep trussesupright.4. Flashings to all changes in rooflevels, chimneys, parapets and any otherprojections.5. Valley and hip rafters to be Grade 6 50x230 S.A.Pine.6. All laminated timber will comply with SABS 876.
NOTES:
Roof Truss System:152X38mm Grade 6 S.A. Pine Tie- beams & rafts prefabricated duopitch truss systems with concrete tile roof covering designed in accordance withInternational Truss Systems and NBR and manufactured in accordance with ITC all conforming to the relevant SABS Codes of Practise,with pitch of 20°, and 400mm overhang including all relevant bracing, hips and valley-sets, etc.114X38 mm S.A. Pine wall plateROOF TO ENGINEER'S DESIGNConcrete Roof Tiles: size 420 x 332mm laid in straight bond with minimum 100mm headlap, fixed at a pitch of 20º with eachtile fixed using non-corrosive nails to 38 x 50mm sawn softwood battens on edge at maximum 320mm centres, on 400 micron Marley under tilemembrane with joints lapped 150mm, fixed over rafters with trusses (elsewhere specified) at 950mm centres to conform to NBR
FINISHING PALETTE
Renown
Concrete Roof Tiles
Charcoal Window and Door Frames
Herringbone Paving
Footprint Area
Area of Flats
Stairs and Ducts
340 m²
70 m² x 8
32 m²
Area Schedule
Balconies
Patios
Total Building Area
28 m²
28 m²
680 m²1 : 150
Roof Plan1
1 : 100
First Floor level2
1 : 100
Ground floor Level3
c
2750
2550
2100
650
2100
450
Ground Floor0
First Floor2750
Wall Plate 5300Lintol
Lintol
W1
W1W2
wchwb
bthshw
wchwb
bthshw
All roof timbers to be 200mm away from inside of the chimney flue. S/S flue pipes
2 way V.V
New 110 UPVC class 34 ug sewage pipe @ min 1:60 fall
wc
hwb
bth shw
IERE
To Municipal Connection
2 way V.V
1900
shw
1100
1100
Valsir PP 50 mm waste pipe
NGL -150
Valsir PP 50 mm waste
pipe
M/S Balustrade: Epoxy coated @ 1m high with max 100mm openings acc to NHBRC and SANS 10:400
2100
Gate boarded with 225mm handiplank and 38mm gaps for ventilation
Gate boarded with 225mm handiplank and
38mm gaps for ventilation
1000
Weepholes with 50mm s/s spout
150
wm sink sinkdw
wm sink sinkdw
G
wmsinksink dw
wmsinksink dw
G
W1
W1
W2W2
W2
Plaster & Paint
Roof tiles: Renown concrete roof tiles @ a Roof pitch of 20° to eng. specifications
Plaster Band
Scratch PlasterPlaster & Paint
Scratch PlasterPlaster Band
FaceBrick Plinth
All roof timbers to be 200mm away from inside of the chimney flue. S/S flue pipes
Roof tiles: Renown concrete roof tiles @ a Roof pitch of 20° to eng. specifications
W2
W1
W1W1
W1
W2
W2
W2
Scratch PlasterScratch PlasterPlaster Band Plaster Band
Plaster & PaintPlaster & Paint
Weepholes with 50mm s/s spoutFaceBrick Plinth
wchwb
bth shw
wchwb
bth shw
New 110 UPVC class 34 ug sewage pipe @ min 1:60 fall
shw
wchwb
bthshw
Valsir PP 50 mm waste
pipe
Valsir PP 50 mm waste pipe
wmsinksink dw
wmsinksink dw
G
wm sink sinkdw
wm sink sinkdw
G
Plaster & Paint
Plaster Band
Plaster & Paint
FaceBrick Plinth
RE RE
c
W1
D3
Ground Floor0
First Floor2750
Wall Plate 5300Lintol
Lintol
All roof timbers to be 200mm away from inside of the chimney flue. S/S flue pipes
Plaster & Paint Mouldings
150
W1
2100
650
2100
450
D3 D3
D3
M/S Balustrade: Epoxy coated @ 1m high with max 100mm openings acc to NHBRC and SANS 10:400
Weepholes with 50mm s/s spout
1000
1000
152 x 152 GMS I-Beam with 75x50mm timber slats
2010 200400
3230
700
W1
Plaster & Paint
Roof tiles: Renown concrete roof tiles @ a Roof pitch of 20° to eng. specifications
Plaster Band
Scratch Plaster
FaceBrick Plinth
FaceBrick
FaceBrick
W1
1800 W4
W4
FaceBrick Plinth
D3 W1
W1D3
D3
D3
W1
W1
Plaster BandPlaster Band Plaster Band
Scratch Plaster
Scratch Plaster
All roof timbers to be 200mm away from inside of the chimney flue.
S/S flue pipes
M/S Balustrade: Epoxy coated @ 1m high with max 100mm openings acc to
NHBRC and SANS 10:400
FaceBrick
Plaster & Paint
2550
2750
1000
1000
W4
W4
Ground Floor0
First Floor2750
Wall Plate 5300Lintol
Lintol
Plaster & Paint wchwbshwbth
wchwbshwbth
2 way V.V
2100
650
2100
450
2750
2550
New 110 UPVC class 34 ug sewage pipe @ min 1:60 fall
Valsir PP 50 mm waste pipe
NGL -150
W3
W3
450
Scratch Plaster
FaceBrick
Plaster Band
RE
All roof timbers to be 200mm away from inside of the chimney flue. S/S flue pipes
wc hwbshw bth
wc hwbshw bth
Ground Floor0
First Floor2750
Wall Plate 5300Lintol
Lintol
2100
650
2100
450
2550
2750
W3
2 way V.V
5300
New 110 UPVC class 34 ug sewage pipe @ min 1:60 fall
Valsir PP 50 mm waste pipe
NGL -150
W3
Plaster & Paint
Scratch Plaster
FaceBrick
Plaster Band Plaster Band
450
RE
Scale
Checked by
Drawn by
Date
Project number
WYSIGINGS / REVISIONS
NO DATE REVISION NAME
Rev
1. MUNICIPAL REQUIREMENTS AND THOSE OF OTHER AUTHORITIES MUST BE ADHERED TO. 2. POSITIONS OF BOUNDARY PEGS TO BE CERTIFIED BY REGISTERED LAND SERVEYOR. ALL DIMENSIONS AND LEVELS ON THE BUILDING SITE TO BE CHECKED BY THE CONTRACTOR ON SITE BEFORE COMMENCING WORK AND ANY DISCREPANCIES TO BE REPORTED TO THE ARCHITECT IMMEDIATLY. 3. ANY FIGURED DIMENSIONS TO BE TAKEN IN PREFERENCE TO SCALED MEASUREMENTS AND LARGE SCALE DETAILS SUPERSEDE SMALL SCALE DRAWINGS. 4. ALL WORK TO BE DONE IN ACCORDANCE WITH THE NHBRC & NATIONAL BUILDING REGULATIONS SABS 10400 (1990)AND ALL REQUIREMENTS OF MUNICIPAL AND LOCAL AUTHORITIES CONCERNED, TO BE ADHERED TO.5. ALL GLASS AREAS BIGGER THEN 1SQM AND AT A HIGHT LESS THEN 500MM FROM FFL TO BE 6MM SAFETY GLASS.6. ALL CAVITIES BELOW FLOOR LEVEL TO BE FILLED WITH CONCRETE AND DPC'S TO BE STEPPED.7. THE DESIGN ON THIS DRAWING IS THE PROPERTY OF THE ARCHITECTS AND COPYRIGHT THEREOF IS RESERVED BY THEM.8.ALL STRUCTURE, FOUNDATIONS, STEEL TO BE SEPECIFIED BT ENGINEER9.ALL STORMWATER AND SEWAGE TO BE CHECKED WITHENGINEER AND PLUMBER.10. BUILDING WORKS TO BE STRICTLY ACCORIDNG TO LATEST AND APPLICABLE NHBRC REGULATIONS.
N.Kortenhoeven Sacap registration: Prarch 20708
Architect Signiture...............................................................
Client Signiture....................................................................
Asindicated
Elevations , Perspectivesand Window and Door
Schedule
2018-15
Erf 3632
Palairos Trade ProprietaryLtd
22-10-18
NN
LDS
Type 1-200-0
LDS
Rua Vista Ex 18
1 : 100
Parking Elevation1
1 : 100
Patio Elevation2
1 : 100
Side Elevation 23
1 : 100
Side Elevation4
1 : 1
Parking Perspective_15
1 : 1
Patio Perspective_Type 16
c
D1
D1D2
D2D2 W2
D1
D1
DPC
BathroomTiles
Stair Core Walkway Tiles
Open Area: 15m²
fhr
BathroomTiles
BathroomTiles
BathroomTiles
fhr
Stair Core Walkway Tiles
Open Area: 15m²Kitchen & DinningTiles
Kitchen & DinningTiles
Kitchen & DinningTiles
Kitchen & DinningTiles
Ground Floor0
First Floor2750
Lintol
Lintol
2750
1680
500
2100
650
2100
1100
190
90
90
2190
200 RIF Concrete Slab to Engineers Detail and NHBRCConcrete soffit: Skim plaster and paint
2600
Skim Plaster
Skim Plaster
190
W3
2100
1000
1000
DPC
DPC
DPC
DPC
Wall Plate 5300
M/S Balustrade: Epoxy coated @ 1m high with max 100mm openings acc to NHBRC and SANS 10:400
NGL -150
Floor finish on screed total thickness 40mm, on 100mm thick concrete surface bed on375 micron thick Gunplas Hyperlastic Green dpm on 50mm clean sand on well
compacted fill in layers of 150mm max. compacted to 98% MOD. AASHTO and SABS10400
1000
W3D2
W2
W2
W2
1000
2600
Reinforced Concrete Footings to eng.'s details & NHBRC
3900 3900
All roof timbers to be 200mm away from inside of the chimney flue. S/S flue pipes Supply Flashing where timber meets the roof. Minimum height of chimney to be 1m above eaves level
150x50mm SA pine trusses to specialist design @ 1200 max centers on 114x38mm SA Pine wall
plate and bracket on top wall and fixed with galvi. hoopiron six layers into brickwork
Roof tiles: Renown concrete roof tiles @ a Roof pitch of 20° to eng.
specifications Wood to Comply with SANS0163
0.9 outer & 0.05 inner reflective foil insulation, 80mm lambaboard rigidthermal insulation and 12 mm Gypsum ceiling painted to client specifications
20
.00
°
7220Ceiling: Ceiling
Hights as per NBR Part "C" Table 2
Reinforced Concrete Footings to eng.'s details & NHBRC
DPC
BathroomTiles
Stair Core Walkway Tiles
Open Area: 15m²
fhr
BathroomTiles
BathroomTiles
BathroomTiles
fhr
Stair Core Walkway Tiles
Open Area: 15m² Kitchen & DinningTiles
Kitchen & DinningTiles
Kitchen & DinningTiles
Kitchen & DinningTiles
90
200 RIF Concrete Slab to Engineers
Detail and NHBRCConcrete soffit:
Skim plaster and paint
Wall Plate 114x38mm
Skim Plaster
Skim Plaster
DPC
DPC
DPC
DPC
M/S Balustrade: Epoxy coated @ 1m high with max 100mm openings
acc to NHBRC and SANS 10:400
Floor finish on screed total thickness 40mm, on 100mm thick concrete surface bed on375 micron thick Gunplas Hyperlastic Green dpm on 50mm clean sand on well
compacted fill in layers of 150mm max. compacted to 98% MOD. AASHTO and SABS10400
Floor finish on screed total thickness 40mm, on 100mm thick concrete surface bed on375 micron thick Gunplas Hyperlastic Green dpm on 50mm clean sand on well
compacted fill in layers of 150mm max. compacted to 98% MOD. AASHTO and SABS10400
1000
2600
Reinforced Concrete Footings to eng.'s details & NHBRC
Reinforced Concrete Footings to eng.'s details & NHBRC
All roof timbers to be 200mm away from inside of the chimney flue. S/S
flue pipes Supply Flashing where timber meets the roof. Minimum height
of chimney to be 1m above eaves level
150x50mm SA pine trusses to specialist design @ 1200 max centers on 114x38mm SA Pine wall plate and bracket on top wall and fixed with galvi. hoopiron six layers into brickwork
Roof tiles: Renown concrete roof tiles @ a Roof pitch of 20° to eng. specifications Wood to Comply with SANS0163
0.9 outer & 0.05 inner reflective foil
insulation, 80mm lambaboard rigid
thermal insulation and 12 mm Gypsum
ceiling painted to client specifications
20
.00
°
Ceiling: Ceiling Hights as per NBR Part "C" Table 2
D2D1D2
D1 D1
W2
D1
D2
W3
D2
W2
W2
W2
W3
D1
D1
Reinforced Concrete Footings to eng.'s details & NHBRC
0.9 outer and 0.5 inner reflective foil and double sided radiant shield or similar insulation 150mm Isotherm
Load Bearing Walls
Tie the two masonry leaves with metal wall ties spaced in a staggered pattern at 2½ ties per m2.Brickforce every 3 coarses. Lateral support
required for all walls exceeding
5.5m in length
All roof timbers to be 200mm away from inside of the chimney flue. S/S flue pipes Supply Flashing where timber meets the roof. Minimum height of chiney to be 1m above eaves level
Ground Floor0
First Floor2750
Wall Plate 5300
Lintol
Lintol
Stair Core WalkwayTiles
Stair Core Walkway
2750
2600
2100
650
2100
500
6360
FRC Ceiling Board Fire with H straps Resistant 1hr
0200
2550
2600
1800
280
180
190
190
DPC
DPC
DPC
DPC
Open Area: 15m²
M/S handrail: Epoxy coated @ 1m high with max 100mm openings acc to NHBRC and SANS 10:400
NGL -150
150x50mm SA pine trusses to specialist design @ 1200 max centers on 114x38mm SA Pine wall plate and bracket on top wall and fixed with galvi. hoopiron six layers into brickwork
Roof tiles: Renown concrete roof tiles @ a Roof pitch of 20° to eng. specifications 152X38mm Grade 6 S.A. PineWood to Comply with SANS0163
Floor finish on screed total thickness 40mm, on 100mm thick concrete surface bed on
375 micron thick Gunplas Hyperlastic Green dpm on 50mm clean sand on well
compacted fill in layers of 150mm max. compacted to 98% MOD. AASHTO and SABS
10400
Reinforced Concrete Footings to eng.'s details & NHBRC
7220
850
3940
20
.00
°
D1
D1
Living RoomTile
Kithcen & DinningTile
Living RoomTile
Kithcen & DinningTile
Patio
Balcony
B
B
All roof timbers to be 200mm away from inside of the chimney flue. S/S flue pipes Supply Flashing where timber meets the roof. Minimum height of chimney to be 1m above eaves level
7590
Ground Floor0
First Floor2750
Wall Plate 5300
Lintol
Lintol
500
2100
650
2100
200mm Reinforced concrete slab to Engineer detail and NHBRC Concrete soffit : Skim plaster and paint
DPC
DPC
DPC
DPC
60
1900
1820
190
150mm Reinforced Concrete Slab to Engineers Detail and NHBRC with cast in drip mould
Pergola Construction to later detail
2750
2600
M/S balustrade: Epoxy coated @ 1m high with max 100mm openings acc to NHBRC and SANS 10:400
1060
2550
200
NGL -150
150x50mm SA pine trusses to specialist design @ 1200 max centers on 114x38mm SA Pine wall
plate and bracket on top wall and fixed with galvi. hoopiron six layers into brickwork
All foundations to engineer's specification
150mm layers of compacted fill
dpc min 150mmabove ngl
Floor finish on screed total thickness 40mm, on 100mm thick concrete surface bed on
375 micron thick Gunplas Hyperlastic Green dpm on 50mm clean sand on well
compacted fill in layers of 150mm max. compacted to 98% MOD. AASHTO and SABS
10400
Roof tiles: Renown concrete roof tiles @ a Roof pitch of 20° to eng.
specifications Wood to Comply with SANS0163
0.9 outer & 0.05 inner reflective foil insulation, 80mm lambaboard rigidthermal insulation and 12 mm Gypsum ceiling painted to client specifications
Ceiling: Ceiling Hights as per NBR
Part "C" Table 2
Skim plaster & paint
All foundations to engineer's specification
2600
D3
D3 W2
W2
20
.00
°
400
7220
W1 W2 W3 W4
FFL
2100
Area: 1.35Total no: 16
Frame:Primador or similarly approved
Aluminium Top Hung window , complying with AAAMSAperformance criteria A0 (600Pa), with clip-on glazingbeads with gasket seals, plugged to brickwork orconcrete, in accordance with AAAMSA SelectionGuide for Glazed Aluminium Architectural Alumini umProducts - June 2012.Finish: Charcoal Powder CoatedGlazing:Glazed Clear complying with SANS1263 Part 1, 2 or 3 with name of the manufacturerpermanently marked on each sheet visible afterglazing, in accordance with NBR N schedule 1 andSANS 10137:2012Iron mongery: Supplied by Doormanufacturer, approved by ArchitectArchitect
2100
FFL
Area: 0.72Total no: 8
Area: 1.08Total no: 4
FFL FFL
Area: 0.9Total no: 4
FFL
D1 D2 D3InteriorTotal no: 24
Area: 3.96Total no: 8
2100
970
Frame:70x90 Hardwood
Door:Swartland Cape Culture 44mm thick SD19(2.1m) - or similarly approved-hardwood entrance door, size 813x2032mm high (Code: SD19), sealed with a linseed oil based transit stablizing sealer. Sand down timer surface to a fine smooth finish and apply three coats Swartland Maxicare quality timber sealant prior to installation, all in accordance with the manufactures 1/2hour fire door Class E Door : 30mins Fire RatedFinish:Stained to later specIron mongery:Supplied by Door manufacturer, approved by Architect
Frame:70x90 Hardwood
Door: Swartland Cape Culture -or similarly apporved Hollow Core masonite door
Finish:painted to later specIron mongery:Supplied by Door manufacturer, approved by Architect
2100
2180
2480
1000
400
1800
900
1800
300
Frame:Primador or similarly approved
Aluminium Top Hung window , complying with AAAMSAperformance criteria A0 (600Pa), with clip-on glazingbeads with gasket seals, plugged to brickwork orconcrete, in accordance with AAAMSA SelectionGuide for Glazed Aluminium Architectural Alumini umProducts - June 2012.Finish: Charcoal Powder CoatedGlazing:Glazed Clear complying with SANS1263 Part 1, 2 or 3 with name of the manufacturerpermanently marked on each sheet visible afterglazing, in accordance with NBR N schedule 1 andSANS 10137:2012Iron mongery: Supplied by Doormanufacturer, approved by ArchitectArchitect
Frame:Primador or similarly approved
Aluminium Top Hung window , complying with AAAMSAperformance criteria A0 (600Pa), with clip-on glazingbeads with gasket seals, plugged to brickwork orconcrete, in accordance with AAAMSA SelectionGuide for Glazed Aluminium Architectural Alumini umProducts - June 2012.Finish: Charcoal Powder CoatedGlazing:Glazed Clear complying with SANS1263 Part 1, 2 or 3 with name of the manufacturerpermanently marked on each sheet visible afterglazing, in accordance with NBR N schedule 1 andSANS 10137:2012Iron mongery: Supplied by Doormanufacturer, approved by ArchitectArchitect
Frame:Primador or similarly approved
Aluminium Top Hung window , complying with AAAMSAperformance criteria A0 (600Pa), with clip-on glazingbeads with gasket seals, plugged to brickwork orconcrete, in accordance with AAAMSA SelectionGuide for Glazed Aluminium Architectural Alumini umProducts - June 2012.Finish: Charcoal Powder CoatedGlazing:Glazed Clear complying with SANS1263 Part 1, 2 or 3 with name of the manufacturerpermanently marked on each sheet visible afterglazing, in accordance with NBR N schedule 1 andSANS 10137:2012Iron mongery: Supplied by Doormanufacturer, approved by ArchitectArchitect
Frame:Primador or similarly approved
Sliding Door with top hung side lights aluminium windows, complying with AAAMSAperformance criteria A0 (600Pa), with clip-on glazingbeads with gasket seals, plugged to brickwork orconcrete, in accordance with AAAMSA SelectionGuide for Glazed Aluminium Architectural Alumini umProducts - June 2012.Finish: Charcoal Powder CoatedGlazing:Glazed Clear complying with SANS1263 Part 1, 2 or 3 with name of the manufacturerpermanently marked on each sheet visible afterglazing, in accordance with NBR N schedule 1 andSANS 10137:2012Iron mongery: Supplied by Doormanufacturer, approved by ArchitectArchitect
900
1200
900
600
1500
InteriorTotal no: 8
Scale
Checked by
Drawn by
Date
Project number
WYSIGINGS / REVISIONS
NO DATE REVISION NAME
Rev
1. MUNICIPAL REQUIREMENTS AND THOSE OF OTHER AUTHORITIES MUST BE ADHERED TO. 2. POSITIONS OF BOUNDARY PEGS TO BE CERTIFIED BY REGISTERED LAND SERVEYOR. ALL DIMENSIONS AND LEVELS ON THE BUILDING SITE TO BE CHECKED BY THE CONTRACTOR ON SITE BEFORE COMMENCING WORK AND ANY DISCREPANCIES TO BE REPORTED TO THE ARCHITECT IMMEDIATLY. 3. ANY FIGURED DIMENSIONS TO BE TAKEN IN PREFERENCE TO SCALED MEASUREMENTS AND LARGE SCALE DETAILS SUPERSEDE SMALL SCALE DRAWINGS. 4. ALL WORK TO BE DONE IN ACCORDANCE WITH THE NHBRC & NATIONAL BUILDING REGULATIONS SABS 10400 (1990)AND ALL REQUIREMENTS OF MUNICIPAL AND LOCAL AUTHORITIES CONCERNED, TO BE ADHERED TO.5. ALL GLASS AREAS BIGGER THEN 1SQM AND AT A HIGHT LESS THEN 500MM FROM FFL TO BE 6MM SAFETY GLASS.6. ALL CAVITIES BELOW FLOOR LEVEL TO BE FILLED WITH CONCRETE AND DPC'S TO BE STEPPED.7. THE DESIGN ON THIS DRAWING IS THE PROPERTY OF THE ARCHITECTS AND COPYRIGHT THEREOF IS RESERVED BY THEM.8.ALL STRUCTURE, FOUNDATIONS, STEEL TO BE SEPECIFIED BT ENGINEER9.ALL STORMWATER AND SEWAGE TO BE CHECKED WITHENGINEER AND PLUMBER.10. BUILDING WORKS TO BE STRICTLY ACCORIDNG TO LATEST AND APPLICABLE NHBRC REGULATIONS.
N.Kortenhoeven Sacap registration: Prarch 20708
Architect Signiture...............................................................
Client Signiture....................................................................
Asindicated
Sections
2018-15
Erf 3632
Palairos Trade ProprietaryLtd
22-10-18
NN
LDS
Type 1-300-0
LDS
Rua Vista Ex 18
1 : 75
Section A-AA
1 : 75
Section B-BB
1 : 75
Section C-CC
1 : 50
Window & Door Schedule
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