c:usersnicoladocuments 8 804-thatchfieldmsubphase 3erf...

North

AA

RV-EX18-3631-T4A-100-0

GarageScreed

FFL: -90

30min fire door equippedwith self closing device

1/2 hr fire wall

Dining

Bedroom 1

bic

bic

Bedroom 2

Kitchen

Bathroom

Bedroom 3

bic

rf

sink

ov

Bathroom

Herringbone Paving

Driveway

TileTile

Tile

Tile

Tile

Tile

Tile

FFL: 00

shw

hwb

bth

wc

wc hwb

shw

1m paving around House

110mm dia upvc VP

110mm dia upvc VP

IL =

45

0m

m

Min

TVLounge

Tile

G D3

W4

W4

W7W7

W7

W7

W7W8

D4

D4

D4 D4

D4

W7

W1

W8

D2

D1

GD1

W2

D2

BB

RV-EX18-3631-T4A-100-0

2000 120

10

00

87

01

000

90

0

G.A

.PG

.A.P

690 4880 690 380 810 310 730 1200 1380 1200 730

230 5800 230 1500 230 4780 230

6260 1500 5240

13000

72

40

17

40

39

01

40

15

00

15

50

12

00

23

30

23

01

400

23

02

860

23

01

770

23

02

870

23

05

700

33

0

93

60

67

20

16

08

0

800 1530 900 1220 1200 2830 1060 2400 1070

230 570 230 2800 120 4300 230 4300 230

800 7680 4530

13000

17

60

18

00

54

06

30

60

02

800

60

06

30

56

01

200

21

80

12

00

15

80

23

03

300

12

03

070

23

04

800

23

03

770

33

0

67

02

30

Entrance

Tile

41

00

52

60

67

20

16

08

0

1000120 3190tap

G tap

Plaster & Paint

Plaster Band

Scratch Plaster

Roof tiles: Renown Slate concrete roof tiles @ a Roof pitch of 20° to eng. specifications Wood to comply with SANS 0163

Wallplate

Ground Floor

21

00

51

0

26

10

Face Brick PlinthNGL

W2 W4 W4 W7 W7

20

.00

°

43

80

20

.00

°

Plaster Band

Scratch Plaster

Roof tiles: Renown Slate concrete roof tiles @ a Roof pitch of 20° to eng. specifications. Wood to comply with SANS 0163

Wallplate

Ground Floor

21

00

51

0

26

10

43

80

Face Brick Plinth

sinkSS to be painted to match house

ie

ce

110mm uPvc soil pipe at min. 1:40 fall

re

shwbth

wchwb

110mmupvc VPshw

hwb wctap

W7 W1 W8 D2

G

20

.00

°

20

.00

°

MC

110mmupvc VP

45

0

20 Degrees

1m Paving around base of house

Herringbone Paving

AA

RV-EX18-3631-T4A-100-0

BB

RV-EX18-3631-T4A-100-0

150litre geyser in roof cavity Solar panel to provide power

Tile

150litre geyser in roof cavity

43

80

Garage

Screed

FFL: -90

Wallplate

Ground Floor

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 SABS10400

150mm layers of compacted fill

All foundations toengineer'sspecification

dpc min 150mmabove ngl

0.9 outer & 0.05 inner reflective foil insulation, 80mm lambaboard rigid thermal insulation and 12 mm Gypsum ceiling painted to client specifications

Roof tiles: Renown Slateconcrete roof tiles @ a Roof pitchof 20° to eng. specifications

17

30

26

50

Ceiling Heights as per NBR Part "C" Table 2

Foundation not to encroach boundary

GD1

W2

400400

15

02

100

55

0

30 min fire rated fire ceiling

Facebrick Boundary Wall

18

00

Waterproofing by Specialist for under 26 degree roof pitch

Wallplate

Ground Floor

Bedroom 1 Bedroom 3Tile Tile

FFL: 00 FFL: 00

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 wellcompacted fill in layers of 150mm max. compacted to 98% MOD. AASHTO andSABS10400

150mm layers of compacted fill

All foundations toengineer'sspecification

dpc min 150mmabove ngl

0.9 outer & 0.05 inner reflective foilinsulation, 80mm lambaboard rigidthermal insulation and 12 mmGypsum ceiling painted to clientspecifications

Roof tiles: Renown Slate concrete roof tiles @ a Roof pitch of 20° to eng. specifications Wood to comply with SANS0163

Ceiling Hights as per NBR Part "C" Table 2

Foundation not to encroach boundary

51

02

100

15

0

W1

D4 D4W7

400400

43

80

20

.00

°

25

70

18

00

Facebrick Boundary Wall

26

10

15

01

770

All foundation walls not to encroach boundary

Waterproofing by Specialist for under 26 degree roof pitch

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

RUA VISTA EXT 18Erf 3631

TF-2017

The Ridge - Type 4A

Plans

03-03-18

NN

LDS

RV-EX18-3631-T4A-100-0

LDS

Palairos Trade ProprietaryLTD

1 : 100

Ground Floor Plan3

1 : 100

Eastern Elevation1

1 : 100

Western Elevation5

1 : 100

Roof Plan6

1 : 75

Section BBBB

1 : 75

Section AAAA

1 : 1

Entrance Perspective7

1 : 1

North Perspective8

FINISHING PALETTE

Renown

Concrete Roof Tiles

Scratch Plaster

Warm Grey Colors

Charcoal Window and Door Frames

Herringbone Paving

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 with

SANS 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 (Grey) 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

REFER TO DETAIL PLAN 001 FOR SEWAGE LAYOUT