detail a general

Road

Pro

pose

d 1

m

Build

ing lin

e

Stand 38645 92m²

Ground floor 23.6m²First floor 23.6m²

New staircase 9.8m²New covered stoep 1.3m²

Total new area 11.1m²Total gross area 58.3m²Total covered area 34.7m²

Coverage 37.7%F.A.R. 0.63

AREA SCHEDULE:

Stand 38646Existing sewer connection

Existing water connection

Stand 38645

Existing / As-built

NewStand 38644

Stand 38676

1292

2155

20500

4501

20500

4501

2m

Build

ing line

DB

CEILING MOUNTEDLIGHT

LIGHT SWITCH

EXTERNAL LIGHT

ELECTRICAL LEGEND

A

LIGHT SWITCH2W

B

DOUBLE PLUG 300mm f.f.l.


- Concrete 30 MPa- Steel float

10mm polystyrene movement joint

Finish - reeded non slip

2 x layer DPC (150mm wide)

200150

17

01

70

10

01

70

61

0

Beam will sit flush with side of the wall


295

17

3

See section A-A

170

295

17

3

85

43

58

5


G7 fill compacted to 93% mod ashto

85mm floor slab- 30 MPa

- wood float finish

140mm Maxi brick with brick force every layer

4 x Y12 epoxy grouted into raft50mm + 250mm above embedded in brickwork

See section A-A

17

01

70

150200

Existing wall to be demolishedsee note 1


New insitu cast slab

600 x 170mm pockets into existing wall.see pocket detail

Existing hollow core pre-cast slab

500

Existing slab to be suported prior to demolishing of any walls. Support to consist of scafolding

beam under soffit with jacks every 1m.See note 1

See section B-B

85

Surface rough chipped

- 85mm thick- Ref 193- 30MPa

- 100kg/mᶟ only at beamsY12 baars epoxy grouted 2 per m²

Existing

1200

10mm polystyrene movement joint with 10x10 sealant

680 x 150mm beam

600

New 600mm wide x 75mm thick concrete apron (between the raft and the paving)

New paved apron

Soil sloped away from house

Paving laid into wet concrete edge beam

Rip & recompact IN-SITU material to 93% MOD AASHTO

150mm deep

600

15

5

200

75

17

0

Slope

17

0

1200


680 x 150mm beam

600 600

Existing 600mm wide x 75mm thick concrete apron (between the raft and the paving)

New paved apron



Rip & recompact IN-SITU material to 93% MOD AASHTO 150mm deep

Slope

15

5

200

75

60

160

150

150

135

9

27

20

15

9

Existing House

Roof Apex

Roof Tile

Existing House

Roof Apex

Roof Tile

Roof Tile

Roof overhang

Roof

overh

ang

Roof

overh

ang

Roof overhang

Wall

pla

te

150x50mm raftersupport beam

731 731

ValleyValley

14

02

85

014

01

05

014

0

14

04

04

014

0

43

20

14

02

24

014

01

66

014

0

25

20

18

00

14

02

03

02

01

014

0

W1

W1

W2

Existing Bedroom. 1 Existing Bedroom. 2

Addition 2.6 m ² .

A

A

2w

D2

D2

A A

B

B

Remove wall

b

b

DN

- 30MPa- 170 Thick slab(120kg / mᶟ - Beam & slab)

RC Beam (refer to detailb-b for dimensions)

600 x 170 x 140mmwide pockets

Addition1 m ² .

Remove wallsRemove door &door frame

Demolish old stairs &landing & saw cut as landing


6070

140 3100 140 2550 140

140 2200 900 140 2550 140

5035 3870

140 2695 140 3100 140 2550 140

2835 2200 140 900 140 2550 140

8905

14

080

014

01

91

014

01

05

014

0

14

01

50

014

02

40

014

0

14

04

04

014

0

43

20

14

02

85

014

01

05

014

0

18

00

14

02

24

014

0

18

00

25

20

12

00

8. 9. 10. 11. 12. 13. 14. 15.

Existingbathroom.

WC.

WHB.SHW.ExistingLounge.

Existing diningarea

7.6.5.4.3.

2. 1.

W1

W3

W2

W2W2W2

W2

A Asinkstove

A

B

B

2w

D1

D1

D3

S1

S1

S3 S9

S9

S10

B

B

Detail D

Remove old walls

UP

"Prime with a coat of neat Tal floorprimer, Apply a coat of Tal Sureproofup the pipe and immediately bed theTal Sureproof membrane into the wetTal Sureproof. Apply a heavy coat ofTal Sureproof over the membrane tocompletely saturate the membranebefore the first coat dries. For thewaste that is flush with the floor, takethe application down into the showerrecess and around the waste. To beapplied following manufacturesspecifications. Or similar productapproved"

Existing wall and door to beremoved and opening to be madegood Step between existing diningarea and stoep to be leveled

Scabble & fill old entrancewith screed - 85mm thick

Refer to Raft edgedetail for aprons

85mm Thick raft slabwith mesh ref 193

765 x 150mm RC - BMBeams against existing raftdrilled into raft Y12 bars epoxy

grouted 2 per m²see detail c-c

Remove existing staircase& 2 steps & radial step incorner and replace with newstairs as per SANS10400

Addition 3.8 m ² .

New Kitchen.

DBnew position

New Store Roomunder staircase

2835 6070

140 2695 140 3250 140 2400 140

140 2695 140 3250 140 660 140 1600 140

140 2695 140 2060 140 3590 140

140 4895 140 3590 140

5035 3870

8905

1500

85

85

17

0

NewAddition.

Maxi Brick

Roof Apex

NGL.

Existing House.

W2

SGround Floor0

SSoffit Height.2430

SApex5809

SWall Plate5126

SFirst Floor2600

Maxi Brick

NGL.

Roof Apex

Roof Tile

W1

W1New

Addition.

Existing House.

SGround Floor0

SSoffit Height.2430

SApex5809

SWall Plate5126

SFirst Floor2600

NewAddition.

Maxi Brick

Roof Apex

NGL.

Existing House.

W2

W2 W2W2

SGround Floor

0

SSoffit Height.

2430

SApex

5809

SWall Plate

5126

SFirst Floor

2600

Maxi Brick

NGL.

Roof Apex

Roof Tile

Existing House.

W1

W2 W3

SGround Floor0

SSoffit Height.2430

SApex5809

SWall Plate5126

SFirst Floor2600

600600

17

0

600 x 170mm opening broken through wall

New insitu cast concrete slab

TIT

LE

PR

OJ

EC

TR

EV

ISIO

N

PROJECT

DRAWN BY:

PHASE

DRAWING STATUS

INFO TENDER CONSTRUCTION

REVISION

DATE:

DISCIPLINE

This drawing is not to be scaled. Figured dimensions to be used. All dimensions are in millimeters unless otherwise stated.All dimensions and levels must be checked on site by the contractor before putting work in hand.All work to be executed by competent persons qualified for the specific trade.

CHECKED BY:

SIGNED:

GE

NE

RA

LN

AL

I A

ND

MA

LA

N

All work is to be done in accordance with the National building regulations.

All materials and workmanship are to comply with the relevant S.A.B.S. codes and or the specified international codes where applicable in the Architectural specifications. Where relevant South African National Standards, British Standards, BS codes of practice, or Agrément Certificates applicable to the design exists, the recommendations and requirements of such documents to be considered a minimum standard for the works.

The contractor shall in all aspects of the works comply with the provisions of the Occupational Health and Safety Act, 1993 (Act No 85 of 1993) and any regulations promulgated in terms of that Act or the Factories Machinery and Building Works Act of 1941.

The contractor shall set up, document and maintain a quality assurance and quality control system, in accordance with SANS 9001/ISO 9001, able to be checked to the satisfaction of the Architect, that all materials and workmanship, whatever their sources, meet the requirements of the Specification. Should the Contractor or any of his sub-contractors be certified to the SANS 9000 family of standards then monitor these works accordingly.

This drawing must be read in conjunction with all the relevant drawings, schedules and specifications from Raum architects and all other consultants related to the project.All portions of the works related to any service or consultant’s information is to be done in accordance with the National Building Regulations.

As Shown SCALE: J.R.G Malan Reg: PrArch 2475 1 400

OPTION: F

LERATO PARK DOUBLE STOREY RDP HOUSES

KIMBERLEY

J. Myburgh

02/03/2021

Lerato Park Option F Sheet 1

J.R.G. Malan

Scale 1 : 100

Site plan

REV DATE

DRAWN DESCRIPTION

STAND 38645

1 Architect 062334-01-11/02A

SHEET 1 OF 2

Scale 1 : 20

Detail A

Scale 1 : 20

Detail B

Scale 1 : 20

Detail C

Scale 1 : 20

Detail D

Scale 1 : 20

Raft edge detail 1

Scale 1 : 20

Raft edge detail 2

Scale 1 : 50

Roof Plan

Scale 1 : 50

First Floor

Scale 1 : 50

Ground Floor

North Elevation

Scale 1 : 100South Elevation

Scale 1 : 100

East ElevationScale 1 : 100

West ElevationScale 1 : 100

Scale 1 : 20

Pocket detail

GENERAL SUPERSTRUCTURE SPECIFICATIONS:

1. THIS SPECIFICATION SHALL BE READ IN CONJUNCTION WITH THE NATIONAL HOME BUILDERSREGISTRATION COUNCIL'S BUILDING MANUAL PARTS 1,2 & 3 (1999) ALL MATERIALSTO CONFORM TO SABS STANDARDES. ALL MATERIALS TO BE AS PER THE SPECIFIED BRANDNAMES OR AS PER DETAILS ON THE DRAWING ANY PROPOSED CHANGES TO THE SPECIFIEDMATERIALS TO BE APPROVED BY THE PROJECT MANAGER & MUNICIPAL BUILDING INSPECTOR.

2. THE FOUNDATION SHALL BE CONSTRUCTED ACCORDING TO THE ENG. SPECIFICATION & DETAIL

3. THE CONSTRUCTION MATERIALS SHALL CONFORM TO THE REQUIREMENTS OR THE FOLLOWINGSABS STANDARD SPECIFICATION: CEMENT FOR MOTAR AND PLASTER SABS ENV 197-1MASONARY CEMENT SABS ENV 413-1. SAND OR STONE SABS 794,1083,1090 METALWALL TIES, SABS 28 DAMP PROOF COURSE MATERIALS, SABS 248,298,952RE-INFORCEMENT, SABS 920 LIME, SABS 523 CLASS A2P ROOF SYSTEMTO COMPLY TO SANS 10160 AND 10162 ROOF LOAD TEST AS PER SABS 0160-1993.

4. MORTAR SHALL CONFORM TO CLASS 2 AS SET OUT IN SABS 0164 AND HAVE GOOD MOISTURERETENTIVE CHARACTERISTICS. A MINIMUM MIX OF 1 PART ORDINARY TO 4 PARTS SAND.I.E.1 x WHEELBARROW (=2 x BAGS) CEMENT TO 5 x WHEELBARROWS SAND TO BE USED ANDWHICH CONSISTENTLY PRODUCES A MORTAR WITH A 28 DAY STRENGTH OF 5 MPA.

5. THE BUILDING SAND SHALL CONTAIN NO ORGANIC MATERIAL AND BE FREE FROM SIGNIFICANTQUANTITIES OF CLAY AS PER THE RELEVANT SABS AS SET OUT ABOVE.

6. MORTAR SHALL BE MIXED ON A SURFACE FREE OF CONTAMINATIONS BY A METHOD AND FORA PERIOD OF TIME THAT ENSURES THAT ALL INGREDIENTS ARE EVENLY DISTRIBUTEDTHROUGHOUT THE MIXTURE.

7. PLASTER SHALL BE MIXED ON A SURFACE FREE OF CONTAMINATNTS BY A METHOD AND FOR APERIOD OF TIME THAT ENSURES THAT ALL INGREDIENTS ARE EVENLY DISTRIBUTED THROUGHOUTTHE MIXTURE. PLASTER MIX TO BE IN ACCORDANCE WITH PART 3 SECTION 6 OF THE NHBRCHOME BUILDING MANUAL. PROVIDE SINGLE COAT PLASTER BETWEEN 10-16mm THICK. PLASTERSHALL COMPRISE A MIXTURE OF CEMENT AND SAND AND SHALL HAVE GOOD MOISTURE RETENTIVEPROPERTIES IN IT'S FRESH STATE AND IN IT'S HARDENED STATE BE DURABLE, HAVE SUFFICIENTSTRENGTH TO SUBSTRATES, A MINIMUM MIX OF 2x 50KG BAG ORDINARY CEMENT.5x STANDARD WHEELBARROWS (SABS 795, TYPE 5) APPROVED PLASTER SAND TO BE USED.

8.1. THE MINIMUM STRENGTH OF THE CEMENT BRICKS SHALL BE 7MPA IN ACCORDANCE WITHSABS 0400 AND SHOULD BE CURED OVER 21 DAYS PRIOR TO CONSTRUCTION.

8.2. FOR LOAD BEARING BRICKWORK MINIMUM STRENGTH OF THE CEMENT BRICKS SHALL BE 14MPA.

9. CEMENT BRICKS SHALL BE LAID DRY, EVERY EFFORT SHALL BE MADE TO KEEP BRICKS DRY BYSTACKING IT SO AS TO PERMIT FREE AIR CIRCULATION AND BY COVERING IT DURINGPERIODS OF RAIN.

10. COMPLETED RICKWORK SHALL BE PROTECTED FROM DIRECT RAIN PENETRATION AND SHALL ONLYBE PAINTED WHEN DRY ENOUGH NOT TO REQUIRE A PROPRIETARY BONDING AGENT.

11. BRICKFORCE AS PER STRUCTURAL ENGINEERS DETAIL

12. ALL PAINT WHERE SPECIFIED TO BE APPLIED AS PER MANUFACTURER'S SPECIFICATION.

13. THE GROUND AROUND THE BUILDINGS SHALL BE SHAPED TO FALL AWAY FROM THE BUILDING OFAT LEAST 1:20 FOR A DISTANCE OF AT LEAST 1500mm AND NO PONDING SHALL TAKE PLACE INTHE VICINITY.

14. ENSURE THAT ALL MANUFACTURED MATERIALS ARE PROTECTED AGAINST RAIN AND INSPECT ALLMATERIALS AT DELIVERY AND TAKE OVER FROM THE SUPPLIER.

15. PROVIDE 3mm GLASS IN AREAS LESS THAN 0.75SQM PROVIDE OBSCURE GLASS IN BATHROOM ANDCLEAR GLASS ALL OTHER WINDOWS. FIX WINDOWS WITH PUTTY AND PAINT 2 x COATS GLOSSENAMEL PAINT TO PUTTY.

GENERAL:

G1. 600mm WIDE X 85mm THICK CONCRETE APRON (BETWEEN THE RAFT AND THE PAVING) & 600mm WIDE X 50mm THICK CONCRETE PAVING (OUTER EDGE OF APRON) ON 25mm THICK RIVER SAND WITH CAST IN SITU CONCRETE EDGE BEAM.

G2. PROVIDE 375 MICRON DPC UNDER SILLS AND ALL WALLS DPC UNDER WALLS TO BE SANDWICHEDIN THE MIDDLE OF THE FIRST LAYER OF MORTAR.ONE LAYER GUNDLER API A.T USB GREEN 250μm DAMP PROOF MEMBRANE (OR SIMILAR APPROVED)UNDER CONCRETE APRONS CONFORMING TO SANS 952-1:2011 LAID WITH MINIMUM 150mmOVERLAPS AND SEALED WITH GUNPLAS PRESSURE SENSITIVE TAPE."

G3. STANDARD 135 x 75mm RE-INFORCED CONCRETE LINTOL. ENDS TO LAP SUPPORTING WALL AT MIN 150mm.

G4. FILLING TO ENGINEER'S DETAIL.UNDER PAVING: "WEEDKILLER (ACTIVE INGREDIENTS METALACLOR 102,8 g/l, TERBITILASIEN 248,6 g/l AND ATRASIEN 248,6 g/l) MIXED IN THE PROPORTION OF 100 ml WEEDKILLER TO 100 l WATER AND APPLIED AT A RATE OF 10 l/m²" UNDER FLOORS: "SOIL INSECTICIDE IN ACCORDANCE WITH SANS 5859 UNDER FLOORS, ETC. INCLUDING FORMING AND POISONING SHALLOW FURROWS AGAINST FOUNDATION WALLS, ETC., FILLING IN FURROWS AND RAMMING"

G5. FRONT DOOR- STOEP TO BE SLOPED (1:50) TOWARDS APRON FROM MIDDLE OF REBATE TOWARDS APRON.

G6. BACK DOOR- A 10mm STEP SHALL BE PROVIDED AT THE THRESHOLD FROM MIDDLE OF REBATE TOWARDS APRON.

G7. REINFORCED CONCRETE SLAB TO ENGINEER'S DETAIL.

NOTE: ALL TIMBER EXPOSED TO OUTSIDE TO BE TREATED WITH ONE COAT CREOSOTE AS PER MANUFACTURERS SPECIFICATIONS TO PROTECT TIMBER AGAINST FUNGAL DECAY & ATTACK BY TERMITES & WOOD BORING INSECTS

RAFT FOUNDATION & FLOORS:

A1. RE-INFORCED CONCRETE RAFT AS PER ENGINEER'S DETAILS, STEEL FLOAT TOP OF SLAB TOA SMOOTH AND EVEN FINISH, TOP OF SLAB MUST BE A MINIMUM OF 300mm ABOVE NATURALSTREET / GROUND LEVEL AT THE HIGHEST POINT.

WALLS:

B1. WALLS ON OUTSIDE TO BE 290 x 140 x 90 7Mpa STANDARD CEMENT MAXI BRICKS FLUSHJOINTED, BAGGED AND PAINTED WITH AFRICOTE (ONE COAT PVA) OR SIMILAR APPROVED FINISH

B2. WALLS ON INSIDE TO BE 290 x 140 x 90 7Mpa STANDARD CEMENT MAXI BRICKS PLASTERED.FINISH TO BATHROOM ONLY: BRICKS PLASTERED AND TILES, 4 ROWS OF TILES ALSOINSTALLED ABOVE BATH WITH SOAP HOLDER (VAAL - COBRA RANGE CODE: 71511084).WALL TILING: ALLOW A PC SUM OF R150 PER m² FOR THE SUPPLY, DELIVER AND INSTALL OF WALLTILES, SIZE 200 x 300mm, FIXED TO STEEL FLOATED class II MORTAR PLASTER BACKING(PLASTER MEASURED ELSEWHERE) WITH "TAL" (OR SIMILAR APPROVED) TILE ADHESIVE) MIXEDWITH BONDING LIQUID IN LIEU OF WATER, WITH 3mm JOINTS CONTINUOUS IN BOTH DIRECTIONS GROUTED WITH WHITE "TAL" (OR SIMILAR APPROVED) TILE GROUT WITH MINIMUM 5MM EXPANSION JOINTS AT PERIMETER, ALL STRUCTURAL EXPANSION AND CONSTRUCTION JOINTS AND MAXIMUM 3m CENTRES INTERNALLY IN BOTH DIRECTIONS.

PAINT SPEC FOR PAINT TO BE PAINTED ON PREVIOUSLY PAINTED GLOSS OR ACRYLIC WALLS:PRIME WITH ONE COAT "PROFESSIONAL PLASTER PRIMER (PP700)" AND FINISH WITH TWO COATS"PROFESSIONAL SUPERIOR LOW SHEEN (PEM 1000)", WITH A GUARANTEE OF 7 YEARS PAINTEDTO CEILING HEIGHT, BRICKFORCE AS PER ENGINEERS DETAIL, INTERNAL WALLS TOBE TIED INTO EXTERNAL WALLS AT LEAST EVERY 3RD COURSE.

B3. BRICK-ON-EDGE AND MORTAR BEAM FILLING BETWEEN TRUSSES, BAGGED AND PAINTEDTO MATCH WALL.

B4. PROVIDE 10mm CEMENT PLASTERED AND PAINTED 150mm WIDE BANDS AROUND WINDOWS & EXTERNAL DOORS AND PRIME WITH ONE COAT "PROFESSIONAL PLASTER PRIMER (PP700)" PLUS TWO COATS PVA.

B5. NO FINISH TO BRICK WORK ON HIDDEN GABLE ENDS.

ROOF:

C1. PROVIDE THROUGH COLOUR "DOUBLE ROMAN" CEMENT ROOF TILES BY LAFARGE ON 38 x 38BATTENS AT 320mm CENRES NAILED TO THE TOP CHORD OF THE TRUSSES WITH 100mmWIRE GALVINIZED NAILS. BATTENS TO LAP OVER A TRUSS AND SECURED AS PER MANUFACTURER'SINSTRUCTION. ( TILTING BATTEN TO BE 50 x 38 SECTION)

C2. 52 x 38 WALL PLATE.

C3. ROOF TIES TO BE 1 x STRAND, 8 GAUGE GALVANISED STEEL WIRE TAKEN UP ON EITHER SIDE OFWALL OVER PLATE AND TWIST TOGETHER TO TAKE UP ALL SLACK AND FREE ENDS DOWNTO PREVENT ANY UNTWISTING. NOTE: MINIMUM DEPTH OF TIES (ANCHORS) TO BEBUILT IN 600mm INTO WALLS (=6 COURSE OF 100mm) SPACING OF TIES AT CENTERS OF EVERY ROOF TRUSS.ROOF TIES SHALL BE PROVIDED WITH SUFFICIENT PLAY (2-3mm), YET BE SECURED ADEQUATELY TO PREVENT IT FROM LIFTING OFF.

C4. PROVIDE DRY RIDGE-MONO RIDGE THROUGH COLOUR CEMENT TILES TO MATCH ROOFTILES AND FIXED AS PER MANUFACTURER'S INSTRUCTION.

C5. PREFABRICATED ROOF RAFTERS SPACED AT 760mm c/c AND TO MANUFACTURERS SPECIFICATIONS.

C6. PROVIDE STANDARD 250 MICRON UNDERTILE PVC MEMBRANE FIXED BETWEEN TOPCHORD AND BATTENS.

C7. 6.4mm RHINO BOARD CEILING INCLUDING CORNICES, TIMBER BRANDERING, COVER STRIPS (50mm WIDE)SUPPLY & INSTALL NEW "HEUNIS" STEEL CEILING ACCESS PANEL (code: CTDRDL533533) OR SIMILARAPPROVED COMPRISING OF MATT WHITE EPOXY COATED ALUMINIUM T-FRAME WITH 533 x 533mm WHITE EPOXY COATED STEEL TOP HINGED PAN, FITTED FLUSH TO FLUSH PLASTER LIGHTWEIGHTSTEEL BRANDED CEILING, SCREW FIXED THROUGH STALK OF T-PROFILE FRAME INTO PREPAREDCEILING STRUCTURE. HINGED TO OPEN 180 DEGREES ONTO CEILING, ALL IN ACCORDANCE WITH THEMANUFACTURER`S RECOMMENDATIONS. ONE COAT PLASCON UNIVERSAL UNDERCOAT (WHITE) TO CEILING& CORNICE, ALL TO MANUFACTURER'S RECOMMENDATIONS- CEILING: TWO COATS "PROFESSIONAL SUPERIOR LOW SHEEN (PEM 1000)", WITH A GUARANTEE OF 7 YEARS- CORNICE TO BE 40x6mm SUPAWOOD TRIMMER WITH 60x16mm SUPAWOOD EDGING PAINTED ONE COATPRIMER AND 2 COATS CEILING PAINT"PROFESSIONAL SUPERIOR LOW SHEEN (PEM 1000)", WITH A GUARANTEE OF 7 YEARS

17

0

A1

G2

G2

G2 G1

G4

G4

B1

B2

B2

B2

DPC 20

2deg SLOPE

Foundation as per Engineers detail

12

45

1511 533

94

9 65

4

533W1

REQ 3

WINDOW SIZE 1511 x 1245 x 1.2mm THICK

W2

6

W3

1

FRAME

FRAME FINISH

GLASS

CLISCOE 1.2mm PRE-STRESSED STEEL WINDOW FRAMES WITH WINDOW FURNITURE

PRIME WITH ONE COAT "PLASCOPRIME 170 PRIMER (UC170)" AND FINISH WITH ONE COATS "PROFESSIONAL BRILLIANT WHITE GLOSS ENAMEL (PSB 1000)" WITH A GUARANTEE OF 3 YEARS

3mm CLEAR FLOAT GLASS FIXED WITH PUTTY 3mm CLEAR FLOAT GLASS FIXED WITH PUTTY 3mm CLEAR FLOAT GLASS FIXED WITH PUTTY

WINDOW SCHEDULE1: 50

20

30

813

20

30

813

20

30

813

REQ

DOOR FRAME, LOCKS AND STRIKER PLATES

FRAME FINISH

DOOR FINISH

CLISCOE DOOR FRAME (1.2mm) FOR 140mm WALL WITH "ESCO" OR SIMILAR APPROVED CONTRACTOR 3-LEVER LOCKSET, CHROME FINISH, INSTALLED STRICTLY ACCORDANCE TO MANUFACTURERS SPECIFICATIONS & "SANLIC" (CODE: STRICLAM) OR SIMILAR APPROVED METAL STRIKER PLATE TO BE FIXED WITH SCREW AND NUT IN STRICT ACCORDANCE TO MANUFACTURES SPECIFICATIONS."

813 x 2030 FRAMED, HEDGED, BRACED AND BATTENED FLUSH BACK MERANTI DOOR SURFACE TO BE ASSESSED AND THE APPROPRIATE SURFACE PREPARATION CLAUSES SELECTED FOR REMEDIAL PROCEDURE PRIME WITH ONE COAT "WOODCARE ULTRA VARNISH (X33/X44)" AND TWO COATS "WOODCARE ULTRA VARNISH (X33/X44)", WITH A GUARANTEE OF 4 YEARS

813 x 2030 x 40mm TIMBER HOLLOW-CORE DOOR. SURFACE PERPETRATION IN ACCORDANCE TO THE PAINT MANUFACTURE'S MINIMUM RETIREMENT. PRIME WITH ONE COAT WOOD PRIMER (UC2) AND FINISH WITH ONE COATS VELVAGLO WATER BASED (VLW), WITH A GUARANTEE OF 12 YEARS

DOOR SCHEDULE1: 50

2 2 1

STOCK 1.2mm THICK PRESSED STEEL FRAMEFOR 140mm WALL WITH "ESCO" OR SIMILAR APPROVED CONTRACTOR 2-LEVER LOCKSET, CHROME FINISH, INSTALLED STRICTLY ACCORDANCE TO MANUFACTURERS SPECIFICATIONS & "SANLIC" (Code: STRICLAM) OR SIMILAR APPROVED METAL STRIKER PLATE TO BE FIXED WITH SCREW AND NUT IN STRICT ACCORDANCE TO MANUFACTURES SPECIFICATIONS."

"ESCO" OR SIMILAR APPROVED CONTRACTOR CHROME FINISH DOOR HANDLE, INSTALLED STRICTLY ACCORDANCE TO MANUFACTURERS SPECIFICATIONS



HANDLES





533 x 949 x 1.2mm THICK 533 x 654 x 1.2mm THICK






50

75

05

01

50

10

00

25

100

25

100

25

100

25

100

25

65

65 x 65 x 2mm thick steel footing to be fixed to staircase every fourth steel frame as per Structural Engineers detail

65

50 x 50mm steel handrail

1 Coat factory red oxide primer universal undercoat and two

coats gloss enamel.Final colour to be decided

25 x 25mm steel tubing as per Engineers detail

4.5.

6.7.

8.9.

10.11.

12.13.

14.15.

3.

Existing Bedroom. 2

ExistingLounge.

New Store roomunder staircase

New Staircase

W2W2

Roof Apex

A1

B1

B1C1

C2

C1

C2

Double Roman cement roof tiles on 38 x38mm S.A. pinebattens spaced 320mm c/c on 114 x 38mm S.A. pine raftersspaced 760mm c/c max at 23deg.NB. Roof to be SANS10400 compliant

New staircase with 173mm riser & 295mmtread. All to Engineers detailNB. staircase to be SANS10400 compliant

Steel balustrade

G7

D2D2

D1

D3

Foundation as per

Engineers detail

G7 fill

Detail B

Detail A


Side wall flashing

Counter Flashing

SGround Floor0

SSoffit Height.2430

SApex5809

SWall Plate5126

SFirst Floor2600

21

25

15

02

44

8

21

48

85

60 x 16mm SUPAWOOD Edging cornice.See Cornice detail

Ceiling to be fixed in between rafters

85

A1

B1W2

G7

D3New Kitchen. Existing

bathroom.

ExistingBedroom 2.

D2

Remove load bearing wall and replace

with beam as per Engineers detail.

Foundation as perEngineers detail

Detail C

SGround Floor0

SSoffit Height.2430

SFirst Floor2600

1640

85

85

50

4.

3.

1.

2.

W2

B1

Double Roman cement roof tiles on 38 x 38mm S.A. pine battens spaced320mm c/c on 114 x 38mm S.A. pine rafters spaced 760mm c/c max at 23deg.

NB. Roof to be SANS10400 compliant

New staircase with 173mmriser & 295mm tread. All to

Engineers detailNB. staircase to be

SANS10400 compliant

Steel balustrade

6.4mm GYPSUM "RHINO" BOARD CEILINGS6,4mm Rhino M-Strip ceiling consisting of SABS approved 38 x 38 mm SA Pine,

Saligna or Steel branders fixed at 400mm centres in one direction onto whichRhinoboard is fixed, printed side up, at right angles to the branders, with 25mmstreaker screws. Joints between boards to consist of Rhino M-Strip fitted over

board edges with the narrow flange facing down and boards fixed onto brandersto within 25mm from Rhino M-Strip. All nail or screw heads to be stopped and

sanded level when dry

"Aero insulation" or similar approved polyester thermalinsulation as per SANS 10400 XA (Density: 10 kg/m³)

135mm thick insulation in blanket form closely fitted andlaid on top of brandering between roof timbers, etc."

C1

C2

A1

Foundation as perEngineers detail

G7 fill

Detail B

5.

6.

7.

8.

SGround Floor0

SSoffit Height.2430

SFirst Floor2600

200

24

48

15

0

21

48


150x50mm rafter support beamto be primer and painted to match ceiling paint specifications

Single skin 110 x 75mm brick on edge Beam filling to underside of roof tiles (75mm wide by 110mm high)



Side wall flashingCounter Flashing

Joist hangerfixed to wall.

As per StructuralEngineers detail

SWall Plate5126

FLASHINGSThe flashing shall be corrugated and extend not less than 300mm on to the roof sheeting,have plain upstands agains the vertical surface and be flashed over with sheet metal.

COVER FLASHING:Turned up edges of sole flashing includingwaterproofing turn-ups, shall be flashed over with cover flashing of galvanised sheet ironor sheet copper as specified, having upper edges bent and set not less that 25mm deep into points in the mansonry and stepped as required at raking intersections.

Cover flashing of sheet metal, unless otherwise specified, shall be fixed with 75mm long flashing nails with hook portion not less that 20mm long and securely driven into the masonry joints at ends and intermediately at not exceeding 400mm centres. The flashing nails must not be driven throughthe flashing, but over the bent top edge with hook portion holding the flashing in position.

Flashing nails to copper cover flashing shall be copper, All flashings shall be properly lapped and made completely watertight.

230

75

75

21

BRANDERING

3x30mm COUNTERSUNK DRY WALL SCREW

NEW 6mm GYPSUM CEILING

40x6mm SUPAWOOD TRIMMER OR SIMILAR APPROVED.PAINTED WITH ONE COAT PRIMER AND 2 COATS CEILING PAINT

4x70mm COUNTERSUNK NYLON PLUG @ 400mm C/C

60x16mm SUPAWOOD EDGING.PAINT AS FOR TRIMMER

TIT

LE

PR

OJ

EC

TR

EV

ISIO

N

PROJECT

DRAWN BY:

PHASE

DRAWING STATUS


REVISION

DATE:

DISCIPLINE


CHECKED BY:

SIGNED:

GE

NE

RA

LN

AL

I A

ND

MA

LA

N







OPTION: F


KIMBERLEY

J. Myburgh

16/04/2021


J.R.G. Malan

STAND 38645

1 Architect 062334-01-11/02A

SHEET 2 OF 2

Scale 1 : 10

Foundation detail

REV DATE

DRAWN DESCRIPTION

Scale 1 : 20

Balustrade detail

Scale 1 : 50

Section A-A

Scale 1 : 50

Section B-BScale 1 : 20

Section A-A Callout

Scale 1 : 10

Roof flashing detail

Scale 1 : 5

Cornice detail

DN

UP

DN

4500

20500

20500

4500

Stand 38646

Stand 38647

Stand 38645

Stand 38675

Road

2m

Build

ing line

3m

Build

ing line

Existing / As-built

New

Existing sewer connection

Existing water connection

1603

1800

Stand 38646 92m²

Ground floor 23.6m²First floor 23.6m²

New staircase 9.8m²New covered stoep 1.3m²

Total new area 11.1m²Total gross area 58.3m²Total covered area 34.7m²

Coverage 37.7%F.A.R. 0.63

AREA SCHEDULE:

W1

W1

W2

140 2695 140 3100 140 2550 140

14

02

85

01

40

10

50

14

0

14

04

04

01

40

43

20

2835 2200 140 900 140 2550 140

140 3100 140 2550 140

6070

14

02

24

01

40

16

60

14

0

25

20

18

00

8905

Existing Bedroom. 1 Existing Bedroom. 2

Addition 2.6 m ² .

Addition 1 m ² .

14

02

03

02

01

01

40

5035 3870

140 2200 900 140 2550 140

A

A

2w

D2

D2

A A

B

B

- 30MPa- 170 Thick slab (120kg / mᶟ - Beam & slab)

Demolish old stairs & landing & saw cut as landing

Remove wall

Remove wallsRemove door & door frame

RC Beam (refer to detail b-b for dimensions)

600 x 170 x 140mm wide pockets

b

b

150x50mm rafter support beam

8. 9. 10. 11. 12. 13. 14. 15.

Remove existing staircase & 2 steps & radial step in corner and replace with new stairs as per SANS10400

New Store Room under staircase

Addition 3.8 m ² .

New Kitchen.

Existing bathroom.

WC.

WHB.SHW.Existing Lounge.

Existing dining area

7.6.5.4.3.

2. 1.

W1

W3

W2

W2W2W2

W2

140 2695 140 3250 140 660 140 1600 140

140 2695 140 3250 140 2400 140

2835 6070

14

08

00

14

01

91

01

40

10

50

14

0

14

01

50

01

40

24

00

14

0

14

04

04

01

40

43

20

14

02

85

01

40

10

50

14

0

18

00

14

02

24

01

40

18

00

25

20

140 2695 140 2060 140 3590 140

140 4895 140 3590 140

5035 3870

8905

A Asinkstove

A

B

B

DBnew position

2w

D1

D1

D3

S1

S1

S3 S9

S9

S10

B

BExisting wall and door to be removed and opening to be made good Step between existing dining area and stoep to be leveled

12

00

1500

Refer to Raft edge detail for aprons

85mm Thick raft slab with mesh ref 193

Scabble & fill old entrance with screed - 85mm thick

765 x 150mm RC - BMBeams against existing raft drilled into raft

Y12 bars epoxy grouted 2 per m²see detail c-c

Detail D

Remove old walls

"Prime with a coat of neat Tal floor primer, Apply a coat of Tal Sureproof up the pipe and immediately bed the Tal Sureproof membrane into the wet Tal Sureproof. Apply a heavy coat of Tal Sureproof over the membrane to completely saturate the membrane before the first coat dries. For the waste that is flush with the floor, take the application down into the shower recess and around the waste. To be applied following manufactures specifications. Or similar product approved"

Existing House

Roof Apex

Roof Tile

Existing House

Roof Apex

Roof Tile

Roof Tile

Roof overhang

Roof

overh

ang

Roof

overh

ang

Roof overhang

ValleyValley

Wall

pla

te

60

16

01

50

15

01

35

9

27

20

15

9

731 731


DB

CEILING MOUNTEDLIGHT

LIGHT SWITCH

EXTERNAL LIGHT

ELECTRICAL LEGEND

A

LIGHT SWITCH2W

B



S Ground Floor0

S Soffit Height.2430

S Apex5809

S Wall Plate5126

S First Floor2600

New Addition.

Maxi Brick

Roof Apex

NGL.

Existing House.

W2

85

851

70

S Ground Floor0


S Apex5809

S Wall Plate5126

New Addition.

Maxi Brick

Roof Apex

NGL.

Existing House.

W2

W2W2 W2

S First Floor2600

S Ground Floor0


S Apex5809

S Wall Plate5126

S First Floor2600

Maxi Brick

NGL.

Roof Apex

Roof Tile

W1

W1New

Addition.

Existing House.

S Ground Floor0


S Apex5809

S Wall Plate5126

Maxi Brick

NGL.

Roof Apex

Roof Tile

S First Floor2600

Existing House.

W1

W2W3



Finish - reeded non slip

2 x layer DPC (150mm wide)

200 150

17

01

70

10

01

70

61

0

Beam will sit flush with side of the wall


295

17

3

See section A-A

170

295

17

3

85

43

58

5


G7 fill compacted to 93% mod ashto

85mm floor slab- 30 MPa- wood float finish

140mm Maxi brick with brick force every layer

4 x Y12 epoxy grouted into raft50mm + 250mm above embedded in brickwork

See section A-A

17

01

70

150 200



New insitu cast slab

600 x 170mm pockets into existing wall.see pocket detail

Existing hollow core pre-cast slab

500

Existing slab to be suported prior to demolishing of any walls. Support to consist of scafolding beam under soffit with jacks every 1m.See note 1

See section B-B

85

Surface rough chipped

- 85mm thick- Ref 193- 30MPa- 100kg/mᶟ only at beams

Y12 baars epoxy grouted 2 per m²

Existing

1200

85

300Excavation to be kept wet during construction


680 x 150mm beam

G7 Fill compacted to 93% mod ashto in layers not exceeding 150mm thick. Top layer to be compacted to 95% Mod ashto & rip & recompact founding to 90% mod ashto 150mm thick

600

New 600mm wide x 75mm thick concrete apron (between the raft and the paving)

New paved apron




600

15

5

200

75

17

0

Slope

17

0

1200

85

Excavation to be kept wet during construction

10mm polystyrene movement joint with 10x10 sealant 680 x 150mm beam

G7 Fill compacted to 93% mod ashto in layers not exceeding 150mm thick. Top layer to be compacted to 95% Mod ashto & rip & recompact founding to 90% mod ashto 150mm thick

Existing 600mm wide x 75mm thick concrete apron (between the raft and the paving)

New paved apron

600600

Existing raft

75

15

5




200

Slope

600 600

17

0

600 x 170mm opening broken through wall

New insitu cast concrete slab

TIT

LE

PR

OJ

EC

TR

EV

ISIO

N

PROJECT

DRAWN BY:

PHASE

DRAWING STATUS


REVISION

DATE:

DISCIPLINE


CHECKED BY:

SIGNED:

GE

NE

RA

LN

AL

I A

ND

MA

LA

N







OPTION: F


KIMBERLEY

J. Myburgh

16/04/2021


J.R.G. Malan

Scale 1 : 100

Site plan

Scale 1 : 50

First Floor

Scale 1 : 50

Ground Floor

Scale 1 : 50

Roof Plan

Scale 1 : 100

North Elevation

Scale 1 : 100

South Elevation

Scale 1 : 100

East Elevation

Scale 1 : 100

West Elevation

REV DATE

DRAWN DESCRIPTION

STAND 38646

1 Architect 062334-01-11/02A

SHEET 1 OF 2

Scale 1 : 20

Detail A

Scale 1 : 20

Detail B

Scale 1 : 20

Detail C

Scale 1 : 20

Detail D

Scale 1 : 20

Raft edge detail 1

Scale 1 : 20

Raft edge detail 2

Scale 1 : 20

Pocket detail

GENERAL SUPERSTRUCTURE SPECIFICATIONS:

1. THIS SPECIFICATION SHALL BE READ IN CONJUNCTION WITH THE NATIONAL HOME BUILDERSREGISTRATION COUNCIL'S BUILDING MANUAL PARTS 1,2 & 3 (1999) ALL MATERIALSTO CONFORM TO SABS STANDARDES. ALL MATERIALS TO BE AS PER THE SPECIFIED BRANDNAMES OR AS PER DETAILS ON THE DRAWING ANY PROPOSED CHANGES TO THE SPECIFIEDMATERIALS TO BE APPROVED BY THE PROJECT MANAGER & MUNICIPAL BUILDING INSPECTOR.

2. THE FOUNDATION SHALL BE CONSTRUCTED ACCORDING TO THE ENG. SPECIFICATION & DETAIL

3. THE CONSTRUCTION MATERIALS SHALL CONFORM TO THE REQUIREMENTS OR THE FOLLOWINGSABS STANDARD SPECIFICATION: CEMENT FOR MOTAR AND PLASTER SABS ENV 197-1MASONARY CEMENT SABS ENV 413-1. SAND OR STONE SABS 794,1083,1090 METALWALL TIES, SABS 28 DAMP PROOF COURSE MATERIALS, SABS 248,298,952RE-INFORCEMENT, SABS 920 LIME, SABS 523 CLASS A2P ROOF SYSTEMTO COMPLY TO SANS 10160 AND 10162 ROOF LOAD TEST AS PER SABS 0160-1993.

4. MORTAR SHALL CONFORM TO CLASS 2 AS SET OUT IN SABS 0164 AND HAVE GOOD MOISTURERETENTIVE CHARACTERISTICS. A MINIMUM MIX OF 1 PART ORDINARY TO 4 PARTS SAND.I.E.1 x WHEELBARROW (=2 x BAGS) CEMENT TO 5 x WHEELBARROWS SAND TO BE USED ANDWHICH CONSISTENTLY PRODUCES A MORTAR WITH A 28 DAY STRENGTH OF 5 MPA.

5. THE BUILDING SAND SHALL CONTAIN NO ORGANIC MATERIAL AND BE FREE FROM SIGNIFICANTQUANTITIES OF CLAY AS PER THE RELEVANT SABS AS SET OUT ABOVE.

6. MORTAR SHALL BE MIXED ON A SURFACE FREE OF CONTAMINATIONS BY A METHOD AND FORA PERIOD OF TIME THAT ENSURES THAT ALL INGREDIENTS ARE EVENLY DISTRIBUTEDTHROUGHOUT THE MIXTURE.

7. PLASTER SHALL BE MIXED ON A SURFACE FREE OF CONTAMINATNTS BY A METHOD AND FOR APERIOD OF TIME THAT ENSURES THAT ALL INGREDIENTS ARE EVENLY DISTRIBUTED THROUGHOUTTHE MIXTURE. PLASTER MIX TO BE IN ACCORDANCE WITH PART 3 SECTION 6 OF THE NHBRCHOME BUILDING MANUAL. PROVIDE SINGLE COAT PLASTER BETWEEN 10-16mm THICK. PLASTERSHALL COMPRISE A MIXTURE OF CEMENT AND SAND AND SHALL HAVE GOOD MOISTURE RETENTIVEPROPERTIES IN IT'S FRESH STATE AND IN IT'S HARDENED STATE BE DURABLE, HAVE SUFFICIENTSTRENGTH TO SUBSTRATES, A MINIMUM MIX OF 2x 50KG BAG ORDINARY CEMENT.5x STANDARD WHEELBARROWS (SABS 795, TYPE 5) APPROVED PLASTER SAND TO BE USED.

8.1. THE MINIMUM STRENGTH OF THE CEMENT BRICKS SHALL BE 7MPA IN ACCORDANCE WITHSABS 0400 AND SHOULD BE CURED OVER 21 DAYS PRIOR TO CONSTRUCTION.

8.2. FOR LOAD BEARING BRICKWORK MINIMUM STRENGTH OF THE CEMENT BRICKS SHALL BE 14MPA.

9. CEMENT BRICKS SHALL BE LAID DRY, EVERY EFFORT SHALL BE MADE TO KEEP BRICKS DRY BYSTACKING IT SO AS TO PERMIT FREE AIR CIRCULATION AND BY COVERING IT DURINGPERIODS OF RAIN.

10. COMPLETED RICKWORK SHALL BE PROTECTED FROM DIRECT RAIN PENETRATION AND SHALL ONLYBE PAINTED WHEN DRY ENOUGH NOT TO REQUIRE A PROPRIETARY BONDING AGENT.

11. BRICKFORCE AS PER STRUCTURAL ENGINEERS DETAIL

12. ALL PAINT WHERE SPECIFIED TO BE APPLIED AS PER MANUFACTURER'S SPECIFICATION.

13. THE GROUND AROUND THE BUILDINGS SHALL BE SHAPED TO FALL AWAY FROM THE BUILDING OFAT LEAST 1:20 FOR A DISTANCE OF AT LEAST 1500mm AND NO PONDING SHALL TAKE PLACE INTHE VICINITY.

14. ENSURE THAT ALL MANUFACTURED MATERIALS ARE PROTECTED AGAINST RAIN AND INSPECT ALLMATERIALS AT DELIVERY AND TAKE OVER FROM THE SUPPLIER.

15. PROVIDE 3mm GLASS IN AREAS LESS THAN 0.75SQM PROVIDE OBSCURE GLASS IN BATHROOM ANDCLEAR GLASS ALL OTHER WINDOWS. FIX WINDOWS WITH PUTTY AND PAINT 2 x COATS GLOSSENAMEL PAINT TO PUTTY.

RAFT FOUNDATION & FLOORS:

A1. RE-INFORCED CONCRETE RAFT AS PER ENGINEER'S DETAILS, STEEL FLOAT TOP OF SLAB TOA SMOOTH AND EVEN FINISH, TOP OF SLAB MUST BE A MINIMUM OF 300mm ABOVE NATURALSTREET / GROUND LEVEL AT THE HIGHEST POINT.

WALLS:

B1. WALLS ON OUTSIDE TO BE 290 x 140 x 90 7Mpa STANDARD CEMENT MAXI BRICKS FLUSHJOINTED, BAGGED AND PAINTED WITH AFRICOTE (ONE COAT PVA) OR SIMILAR APPROVED FINISH

B2. WALLS ON INSIDE TO BE 290 x 140 x 90 7Mpa STANDARD CEMENT MAXI BRICKS PLASTERED.FINISH TO BATHROOM ONLY: BRICKS PLASTERED AND TILES, 4 ROWS OF TILES ALSOINSTALLED ABOVE BATH WITH SOAP HOLDER (VAAL - COBRA RANGE CODE: 71511084).WALL TILING: ALLOW A PC SUM OF R150 PER m² FOR THE SUPPLY, DELIVER AND INSTALL OF WALLTILES, SIZE 200 x 300mm, FIXED TO STEEL FLOATED class II MORTAR PLASTER BACKING(PLASTER MEASURED ELSEWHERE) WITH "TAL" (OR SIMILAR APPROVED) TILE ADHESIVE) MIXEDWITH BONDING LIQUID IN LIEU OF WATER, WITH 3mm JOINTS CONTINUOUS IN BOTH DIRECTIONS GROUTED WITH WHITE "TAL" (OR SIMILAR APPROVED) TILE GROUT WITH MINIMUM 5MM EXPANSION JOINTS AT PERIMETER, ALL STRUCTURAL EXPANSION AND CONSTRUCTION JOINTS AND MAXIMUM 3m CENTRES INTERNALLY IN BOTH DIRECTIONS.

PAINT SPEC FOR PAINT TO BE PAINTED ON PREVIOUSLY PAINTED GLOSS OR ACRYLIC WALLS:PRIME WITH ONE COAT "PROFESSIONAL PLASTER PRIMER (PP700)" AND FINISH WITH TWO COATS"PROFESSIONAL SUPERIOR LOW SHEEN (PEM 1000)", WITH A GUARANTEE OF 7 YEARS PAINTEDTO CEILING HEIGHT, BRICKFORCE AS PER ENGINEERS DETAIL, INTERNAL WALLS TOBE TIED INTO EXTERNAL WALLS AT LEAST EVERY 3RD COURSE.

B3. BRICK-ON-EDGE AND MORTAR BEAM FILLING BETWEEN TRUSSES, BAGGED AND PAINTEDTO MATCH WALL.

B4. PROVIDE 10mm CEMENT PLASTERED AND PAINTED 150mm WIDE BANDS AROUND WINDOWS & EXTERNAL DOORS AND PRIME WITH ONE COAT "PROFESSIONAL PLASTER PRIMER (PP700)" PLUS TWO COATS PVA.

B5. NO FINISH TO BRICK WORK ON HIDDEN GABLE ENDS.

ROOF:

C1. PROVIDE THROUGH COLOUR "DOUBLE ROMAN" CEMENT ROOF TILES BY LAFARGE ON 38 x 38BATTENS AT 320mm CENRES NAILED TO THE TOP CHORD OF THE TRUSSES WITH 100mmWIRE GALVINIZED NAILS. BATTENS TO LAP OVER A TRUSS AND SECURED AS PER MANUFACTURER'SINSTRUCTION. ( TILTING BATTEN TO BE 50 x 38 SECTION)

C2. 52 x 38 WALL PLATE.

C3. ROOF TIES TO BE 1 x STRAND, 8 GAUGE GALVANISED STEEL WIRE TAKEN UP ON EITHER SIDE OFWALL OVER PLATE AND TWIST TOGETHER TO TAKE UP ALL SLACK AND FREE ENDS DOWNTO PREVENT ANY UNTWISTING. NOTE: MINIMUM DEPTH OF TIES (ANCHORS) TO BEBUILT IN 600mm INTO WALLS (=6 COURSE OF 100mm) SPACING OF TIES AT CENTERS OF EVERY ROOF TRUSS.ROOF TIES SHALL BE PROVIDED WITH SUFFICIENT PLAY (2-3mm), YET BE SECURED ADEQUATELY TO PREVENT IT FROM LIFTING OFF.

C4. PROVIDE DRY RIDGE-MONO RIDGE THROUGH COLOUR CEMENT TILES TO MATCH ROOFTILES AND FIXED AS PER MANUFACTURER'S INSTRUCTION.

C5. PREFABRICATED ROOF RAFTERS SPACED AT 760mm c/c AND TO MANUFACTURERS SPECIFICATIONS.

C6. PROVIDE STANDARD 250 MICRON UNDERTILE PVC MEMBRANE FIXED BETWEEN TOPCHORD AND BATTENS.

C7. 6.4mm RHINO BOARD CEILING INCLUDING CORNICES, TIMBER BRANDERING, COVER STRIPS (50mm WIDE)SUPPLY & INSTALL NEW "HEUNIS" STEEL CEILING ACCESS PANEL (code: CTDRDL533533) OR SIMILARAPPROVED COMPRISING OF MATT WHITE EPOXY COATED ALUMINIUM T-FRAME WITH 533 x 533mm WHITE EPOXY COATED STEEL TOP HINGED PAN, FITTED FLUSH TO FLUSH PLASTER LIGHTWEIGHTSTEEL BRANDED CEILING, SCREW FIXED THROUGH STALK OF T-PROFILE FRAME INTO PREPAREDCEILING STRUCTURE. HINGED TO OPEN 180 DEGREES ONTO CEILING, ALL IN ACCORDANCE WITH THEMANUFACTURER`S RECOMMENDATIONS. ONE COAT PLASCON UNIVERSAL UNDERCOAT (WHITE) TO CEILING& CORNICE, ALL TO MANUFACTURER'S RECOMMENDATIONS- CEILING: TWO COATS "PROFESSIONAL SUPERIOR LOW SHEEN (PEM 1000)", WITH A GUARANTEE OF 7 YEARS- CORNICE TO BE 40x6mm SUPAWOOD TRIMMER WITH 60x16mm SUPAWOOD EDGING PAINTED ONE COATPRIMER AND 2 COATS CEILING PAINT"PROFESSIONAL SUPERIOR LOW SHEEN (PEM 1000)", WITH A GUARANTEE OF 7 YEARS

GENERAL:

G1. 600mm WIDE X 85mm THICK CONCRETE APRON (BETWEEN THE RAFT AND THE PAVING) & 600mm WIDE X 50mm THICK CONCRETE PAVING (OUTER EDGE OF APRON) ON 25mm THICK RIVER SAND WITH CAST IN SITU CONCRETE EDGE BEAM.

G2. PROVIDE 375 MICRON DPC UNDER SILLS AND ALL WALLS DPC UNDER WALLS TO BE SANDWICHEDIN THE MIDDLE OF THE FIRST LAYER OF MORTAR.ONE LAYER GUNDLER API A.T USB GREEN 250μm DAMP PROOF MEMBRANE (OR SIMILAR APPROVED)UNDER CONCRETE APRONS CONFORMING TO SANS 952-1:2011 LAID WITH MINIMUM 150mmOVERLAPS AND SEALED WITH GUNPLAS PRESSURE SENSITIVE TAPE."

G3. STANDARD 135 x 75mm RE-INFORCED CONCRETE LINTOL. ENDS TO LAP SUPPORTING WALL AT MIN 150mm.

G4. FILLING TO ENGINEER'S DETAIL.UNDER PAVING: "WEEDKILLER (ACTIVE INGREDIENTS METALACLOR 102,8 g/l, TERBITILASIEN 248,6 g/l AND ATRASIEN 248,6 g/l) MIXED IN THE PROPORTION OF 100 ml WEEDKILLER TO 100 l WATER AND APPLIED AT A RATE OF 10 l/m²" UNDER FLOORS: "SOIL INSECTICIDE IN ACCORDANCE WITH SANS 5859 UNDER FLOORS, ETC. INCLUDING FORMING AND POISONING SHALLOW FURROWS AGAINST FOUNDATION WALLS, ETC., FILLING IN FURROWS AND RAMMING"

G5. FRONT DOOR- STOEP TO BE SLOPED (1:50) TOWARDS APRON FROM MIDDLE OF REBATE TOWARDS APRON.

G6. BACK DOOR- A 10mm STEP SHALL BE PROVIDED AT THE THRESHOLD FROM MIDDLE OF REBATE TOWARDS APRON.

G7. REINFORCED CONCRETE SLAB TO ENGINEER'S DETAIL.

NOTE: ALL TIMBER EXPOSED TO OUTSIDE TO BE TREATED WITH ONE COAT CREOSOTE AS PER MANUFACTURERS SPECIFICATIONS TO PROTECT TIMBER AGAINST FUNGAL DECAY & ATTACK BY TERMITES & WOOD BORING INSECTS

S Ground Floor0


S Apex5809

S Wall Plate5126

S First Floor2600

4.5.

6.7.

8.9.

10.11.

12.13.

14.15.

3.

Existing Bedroom. 2

Existing Lounge.

New Store room under staircase

New Staircase

21

25

W2 W2

Roof Apex

A1

B1

B1C1

C2

C1

C2

Double Roman cement roof tiles on 38 x38mm S.A. pine battens spaced 320mm c/c on 114 x 38mm S.A. pine rafters spaced 760mm c/c max at 23deg.NB. Roof to be SANS10400 compliant

New staircase with 173mm riser & 295mm tread. All to Engineers detailNB. staircase to be SANS10400 compliant

Steel balustrade

G7

D2 D2

D1

D3

21

48


85

G7 fill

Detail B

Detail A


24

48

15

0

Side wall flashing

Counter Flashing



S Ground Floor0


S First Floor2600

4.

3.

1.

2.

W2

B1

Double Roman cement roof tiles on 38 x 38mm S.A. pine battens spaced 320mm c/c on 114 x 38mm S.A. pine rafters spaced 760mm c/c max at 23deg.NB. Roof to be SANS10400 compliant

New staircase with 173mm riser & 295mm tread. All to Engineers detailNB. staircase to be SANS10400 compliant

Steel balustrade

6.4mm GYPSUM "RHINO" BOARD CEILINGS6,4mm Rhino M-Strip ceiling consisting of SABS approved 38 x 38 mm SA Pine, Saligna or Steel branders fixed at 400mm centres in one direction onto which Rhinoboard is fixed, printed side up, at right angles to the branders, with 25mm streaker screws. Joints between boards to consist of Rhino M-Strip fitted over board edges with the narrow flange facing down and boards fixed onto branders to within 25mm from Rhino M-Strip. All nail or screw heads to be stopped and sanded level when dry

"Aero insulation" or similar approved polyester thermal insulation as per SANS 10400 XA (Density: 10 kg/m³) 135mm thick insulation in blanket form closely fitted and

laid on top of brandering between roof timbers, etc."

C1

C2

200

21

48

1640

A1

17

0


G7 fill

Detail B

85

150x50mm rafter support beamto be primer and painted to match ceiling paint specifications

24

48

15

0

50

5.

6.

7.

8.

Single skin 110 x 75mm brick on edge Beam filling to underside of roof tiles (75mm wide by 110mm high)



S Ground Floor0


S First Floor2600

A1

B1W2

G7

D3New Kitchen.Existing

bathroom.

Existing Bedroom 2.

D2

Remove load bearing wall and replace with beam as per Engineers detail.


85

Detail C

17

0

A1

G2

G2

G2

G1

G4

G4

B1

B2

B2

B2

DPC20

2deg SLOPE


12

45

1511 533

94

9 65

4

533W1

REQ 3

WINDOW SIZE 1511 x 1245 x 1.2mm THICK

W2

6

W3

1

FRAME

FRAME FINISH

GLASS



3mm CLEAR FLOAT GLASS FIXED WITH PUTTY 3mm CLEAR FLOAT GLASS FIXED WITH PUTTY 3mm CLEAR FLOAT GLASS FIXED WITH PUTTY

WINDOW SCHEDULE1: 50

20

30

813

20

30

813

20

30

813

REQ

DOOR FRAME, LOCKS AND STRIKER PLATES

FRAME FINISH

DOOR FINISH

CLISCOE DOOR FRAME (1.2mm) FOR 140mm WALL WITH "ESCO" OR SIMILAR APPROVED CONTRACTOR 3-LEVER LOCKSET, CHROME FINISH, INSTALLED STRICTLY ACCORDANCE TO MANUFACTURERS SPECIFICATIONS & "SANLIC" (CODE: STRICLAM) OR SIMILAR APPROVED METAL STRIKER PLATE TO BE FIXED WITH SCREW AND NUT IN STRICT ACCORDANCE TO MANUFACTURES SPECIFICATIONS."

813 x 2030 FRAMED, HEDGED, BRACED AND BATTENED FLUSH BACK MERANTI DOOR SURFACE TO BE ASSESSED AND THE APPROPRIATE SURFACE PREPARATION CLAUSES SELECTED FOR REMEDIAL PROCEDURE PRIME WITH ONE COAT "WOODCARE ULTRA VARNISH (X33/X44)" AND TWO COATS "WOODCARE ULTRA VARNISH (X33/X44)", WITH A GUARANTEE OF 4 YEARS


DOOR SCHEDULE1: 50

2 2 1





HANDLES





533 x 949 x 1.2mm THICK 533 x 654 x 1.2mm THICK






S Wall Plate5126

Side wall flashingCounter Flashing

230

75

Joist hanger fixed to wall.As per Structural Engineers detail

FLASHINGSThe flashing shall be corrugated and extend not less than 300mm on to the roof sheeting,have plain upstands agains the vertical surface and be flashed over with sheet metal.

COVER FLASHING:Turned up edges of sole flashing includingwaterproofing turn-ups, shall be flashed over with cover flashing of galvanised sheet ironor sheet copper as specified, having upper edges bent and set not less that 25mm deep into points in the mansonry and stepped as required at raking intersections.

Cover flashing of sheet metal, unless otherwise specified, shall be fixed with 75mm long flashing nails with hook portion not less that 20mm long and securely driven into the masonry joints at ends and intermediately at not exceeding 400mm centres. The flashing nails must not be driven throughthe flashing, but over the bent top edge with hook portion holding the flashing in position.

Flashing nails to copper cover flashing shall be copper, All flashings shall be properly lapped and made completely watertight.

75

21

50

75

05

01

50

10

00

25

100

25

100

25

100

25

100

25

65

65 x 65 x 2mm thick steel footing to be fixed to staircase every fourth steel frame as per Structural Engineers detail

65

50 x 50mm steel handrail

1 Coat factory red oxide primer universal undercoat and two coats gloss enamel.Final colour to be decided

25 x 25mm steel tubing as per Engineers detail

BRANDERING

3x30mm COUNTERSUNK DRY WALL SCREW

NEW 6mm GYPSUM CEILING

40x6mm SUPAWOOD TRIMMER OR SIMILAR APPROVED.PAINTED WITH ONE COAT PRIMER AND 2 COATS CEILING PAINT

4x70mm COUNTERSUNK NYLON PLUG @ 400mm C/C

60x16mm SUPAWOOD EDGING.PAINT AS FOR TRIMMER

TIT

LE

PR

OJ

EC

TR

EV

ISIO

N

PROJECT

DRAWN BY:

PHASE

DRAWING STATUS


REVISION

DATE:

DISCIPLINE


CHECKED BY:

SIGNED:

GE

NE

RA

LN

AL

I A

ND

MA

LA

N







OPTION: F


KIMBERLEY

J. Myburgh

16/04/2021


J.R.G. Malan

STAND 38646

1 Architect 062334-01-11/02A

SHEET 2 OF 2

Scale 1 : 50

Section A-A

Scale 1 : 20

Section A-A CalloutScale 1 : 50

Section B-BScale 1 : 10

Foundation detail

REV DATE

DRAWN DESCRIPTION

Scale 1 : 10

Roof flashing detail

Scale 1 : 20

Balustrade detail

Scale 1 : 5

Cornice detail

UP

8. 9. 10. 11. 12. 13. 14. 15.

New Store Roomunder staircase

New Kitchen.

Existingbathroom.SHW.

ExistingLounge.

Existing diningarea

7.6.5.4.3.

2. 1.

140 2695 140 3250 140 660 140 1600 140

140 2695 140 3250 140 2400 140

2835 6070

140

800

140

1910

140

1050

140

140

1500

140

2400

140

140

4040

140

4320

140

2850

140

1050

140

1800

140

2240

140

1800

2520

140 2695 140 2060 140 3590 140

140 4895 140 3590 140

5035 3870

8905

stove

B

1200

1500

DRAWING TITLE:

PROJECT TITLE:

DRAWING No.: VERSION:

SURVEYED DESIGNED

CLIENT REF No.:CLIENT DRAWING No.:

DRAWN CHECKED

SCALE:ORIGINAL DRAWING ORIGINAL DRAWING

DATE

0

100mm ON ORIGINAL DRAWING

50 100

A1

COORD

APPROVED ONBEHALF OFBIGEN:

SHEET SIZE:

SYSTEM

APPROVED ON BEHALF OF CLIENT:

NAME:

DATE:

www.bigengroup.com

Allan Cormack StreetThe Innovation Hub

PersequorPretoria

Phone: + 27 (0) 12 842 8700

[email protected]

1:100

1

2334.80.01.AA

A.01.U

001

J.WYKC.KAMAU

C.KAMAU

2334.80.01.AAA.01.U001

VERSION/AMMENDMENTSNo. DATE DESCRIPTION AUTH. BY1 2021/04/07

VERSION/AMMENDMENTSNo. DATE DESCRIPTION AUTH. BY

Duplex Unit Sewer and WaterSupply Layout

Lerato Park

07 Apr 2021

For Information J.WYK

NOTES :

ALL BUILDING MATERIAL TO BE SABS APPROVED (STAMPED WHERE APPLICABLE) ALLWORKMANSHIP TO BE CARRIED OUT IN ACCORDANCE WITH NATIONAL HOMEBUILDING REGULATIONS AND BUILDING STANDARDS ACT (ACT 103 OF 1977, ASAMENDED) AND THE NHBRC HOME BUILDING MANUAL. IN CASE OF UNCERTAINTYNATIONAL BUILDING REGULATIONS AND THE NHBRC HOME BUILDING MANUALSHOULD TAKE PRECEDENCE. ALL FOUNDATION INSPECTIONS TO BE ACCOMPANIEDBY THE ENGINEER AND WALL PLATE INSPECTION TO BE DONE ON UN-PLASTEREDWALLS.

PLUMBING:1. ALL PLUMBING TO CONFORM TO THE REQUIRED SABS CODES AND STANDARDS AS

WELL AS THE DEPARTMENT OF HOUSING STANDARDS AND BY-LAWS2. ALL PLUMBING TO BE CARRIED OUT BY REGISTERED PLUMBER3. RE-INSTALL STAINLESS STEEL 800X460 SINK WITH A PAIR OF FALCON BRACKETS

WITH RAWL BOLTS4. SUPPLY AND INSTALL 15MM CHROME PLATED TAP WITH 32MM PVC TRAP

INCLUDING WASTE PLUG AND CHAIN TO SINK UNIT5. SUPPLY AND INSTALL AN APPROVED 1700MM FIBRE GLASS BATH WITH TWO

CHROME PLATED HANDLES AND ONE 15MM COLD WATER CHROME PLATEDEXTENDED BIP-TAP. TO BE BUILT IN WITH A SINGLE SKIN PLASTERED BRICK WALLAND PLACED IN A CEMENT SLUSH

6. BATH TO BE FITTED WITH A 32MM P-TRAP AND OVERFLOW CONNECTED TO THESEWER SYSTEM

7. WASTE WATER TO BE DRAINED INTO THE SEWER SYSTEM WITH 32MM PVC TUBINGINCLUDING ALL THE NECESSARY BENDS JUNCTIONS AND DRAINING EYES

8. THE SEER CONNECTION FROM THE HOUSE TO THE MUNICIPAL SEWER TO BE INACCORDANCE WITH SABS STANDARDS, INCLUDING CORRECT FALL, REQUIREDBENDS, JUNCTIONS, INSPECTION EYES AND RODDING EYES TO THE SATISFACTIONOF THE MUNICIPAL INSPECTOR

9. PROVIDE ONE GULLY WITH BRASS HOSE BIP TAP ON GALVANISED STAND PIPEFIXED TO BRICK WALL OUTSIDE KITCHEN

10. PROVIDE 50MM VENT PIPE TO SEWER SYSTEM11. NO HOT WATER SUPPLY

GENERAL NOTES:

1. DRAWINGS MUST NOT BE SCALED. ALLMEASUREMENTS TO BE CONFIRMED ON SITE.

2. DRAWINGS TO BE READ WITH THE GENERAL NOTESDRAWING AND ALL TYPICAL DETAIL DRAWINGS WHEREAPPLICABLE.

3. DRAWINGS TO BE READ WITH THE CIVIL DRAWINGSAND ALL DISCREPANCIES TO BE REPORTED TO THERESPONSIBLE ENGINEER IMMEDIATELY.

4. DRAWINGS TO BE READ WITH THE PROJECTSPECIFICATIONS AND APPLICABLE SANS 1200 CODES.

5. 150mm WIDE PLASTER BAND AROUND ALL WINDOWSAND DOORS

AutoCAD SHX Text

Connect to existing

AutoCAD SHX Text

external bulk reticular

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Legend

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Symbol

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Item

AutoCAD SHX Text

Soil Waste 110mm

AutoCAD SHX Text

Waste 50mm

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CWS (Cold water supply)

AutoCAD SHX Text

Valve + Meter box

detail a general

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