Residential 02

Copyright Reserved Notes:

BOUNDARY LINE

grano with facebrick edge

A 21440

230

CE

IE 600115

3000

115

3000

600115

2235

230

2200

230

3000

115

2740

115

3600 14530

6910

115

300

flashing flashing

flashing

purlin

purlin

purlin

purlin

8005

purlin

DBL VOLUME

BOUNDARY LINE

overhang

1200 i-beam

i-beam

i-beam i-beam

i-beam

purlin i-beam

purlin

purlin

8865

19155

13165

flashing

5545

5795

1000

220

purlin

i-beam

FIRST FLOOR: Loft

3,060

Total:

purlin

up 1 2 3 4 5 6 7 8

purlin

35m² 35m²

TOTAL COVERED AREA: TOTAL GROSS BUILDING AREA:

purlin

i-beam

325m² 360m²

COVERAGE:

47.7%

FAR:

0.50

Owner:

IE municipal connection D=1.6m

1420

3650

2020

2000

6500

1100 230 2660

9085

Architect:

A Engineer:

02 FIRST FLOOR PLAN

2

2260

230 1100

overhang

purlin

230

115 850 230

A

1000

W3

100 VP

IE 2140

i-beam

51m² 229m² 13m² 46m² Total: 339m²

purlin

BOUNDARY LINE

4020

purlin

i-beam above 17 16 15 flashing 14 13 STAIRS: 12 treads min 11 250mm 10 9 rises max 200mm

Total: 710m²

GROUND FLOOR: Garage House Covered Patio Covered Boma

purlin

parapet min 300 high with flashing

W5

DBL VOLUME

purlin WC100øsp

SH-50øwp

W1

2.25m BUILDING LINE

W9

flashing

CE

IE

230

230 2400

non-slip floorcrete

W4

100 VP W1 in duct

2250

1m high aluminium balustrade with wires at 100mm appart to comply with SANS 10400-M:2011

115

115

115

BATH 1

AREA SCHEDULE: AREA OF ERF:

D4

x2 WHB-50øwp BTH50øwp

REINFORCED CONCRETE WORK SHALL BE IN STRICT ACCORDANCE WITH SECTIONS 702, 703 AND 704 OF THE STANDARD SPECIFICATIONS. ALL EXCAVATIONS FOR BASES AND FOOTINGS MUST BE INSPECTED AND APPROVED IN WRITING BY THE ENGINEER BEFORE CONCRETE IS PLACED. REINFORCEMENT AND FORMWORK MUST BE INSPECTED AND APPROVED IN WRITING BY THE ENGINEER BEFORE CONCRETE IS PLACED. CONCRETE COVER SHALL BE AS INDICATED ON THE DRAWINGS OR SPECIFICATIONS. CONCRETE FINISH SHALL BE AS INDICATED ON THE DRAWINGS OR SPECIFICATIONS.

i-beam

i-beam

1670

BTH50øwp

W4

Facebrick boundary walls as per Boskoop Estate design requirements

i-beam above

135200

WC-100øs p

floorcrete

250230

non-slip floorcrete

New 100mm Ø PVC SP at min. 1:40 fall

CE

LOFT floorcrete

i-beam above

D4

2400

WHB-50ø wp

1670

230 1070

W8

BED 2

BATH 2

115

floorcrete

STAIRS

i-beam above

W5

SH-50øwp

3000

2990

D4

BED 3

0,170

200 L geyser in ceiling D5

115 1070

2400

D5

W4

AD4

W4

CORRIDO R floorcrete

REINFORCED CONCRETE Notes: ROOF NOTES: Prefabricated roof to engineers detail.

IBR Chromadek roof sheeting (dove grey) @ 7deg. pitch fixed to 127x50x2mm steel lip channel purlins on 200x100mm IPE 17kg/m i-beams and bolted to structure as per engineer detail Overhang as shown All Soil Vent pipe penetration through roof to be flashed and sealed Flashing as per drawing to be done by roof specialist

i-beam

1670

W4

i-beam

MINIMUM PIPE DIAMETER TO BE 450mm.

MINIMUM FALL TO BE 1:150.

PIPE BEDDING TO BE CLASS B UNLESS OTHERWISE SPECIFIED. ALL EXCAVATIONS AND BEDDING MUST BE INSPECTED AND APPROVED BY THE ENGINEER BEFORE LAYING OF ANY PIPES. CLEAN EXISTING STORMW ATER INLETS AND REPAIR WHERE NECESSARY.(IF APPLICABLE)

B

1000 i-beam

i-beam

MAIN BED

purlin overhang

i-beam

230

overhang

i-beam

All soil pipes to be ∅ 110 mm UPVC All waste pipes to be ∅40 mm UPVC. No PVC pipes in floors.

R.E.'s to heads of drains and to bends 45° or greater.

C.E. every 25m C.E. within 1.5m from drain connection.

C.E. in brances exceeding 3m in lengths.

I.E.'s to all bends and junctions with marked covers at ground level.

Brass shower traps.

All drainage to comply with local municipality regulations.

All waste and soil pipes to be concealed in ducts.

All sol pipes under buildings to be enclosed in min. 150 mm concrete. Enclosed soil pipes to be free from foundations.

STORMWATER Notes: purlin

1200

W5

overhang

250 230

5215

B

230 250

2250

floorcrete

treads min 250mm rises max 200mm 2.25m BOUNDARY LINE

2300 W4

line of slab above

230

4710

4630

W2

BUILDING LINE

1750

W6

230

2320

i-beam above

4250

4110

6560

B

2400

2315

floorcrete

230

1000

4985

0,085

purlin

2550

2880

Drainage Notes:

230

0,170

3340

overhang

7960

COVERED PATIO

2005

purlin

i-beam

2250

DBL AD3 VOLUME

230

230250

2765

750 230 520230

1970

LIVING ROOM

230

115 1000 230

2320

4300

5130

New 100mm Ø PVC SP at min. 1:40 fall

460

stove

2.25m BUILDING LINE

PREP50øwp

1195

POOL

6500Lx 2500W 1,2 - 1,8 Deep SWIMMING POOL FENCE TO HAVE A SELFCLOSING AND LOCKING GATE. AS PER SABS 1390, OR SAFETY NET TO BE INSTALLED BY SPECIALIST.

purlin

flashing

Facebrick boundary walls as per Boskoop Estate design requirements

0,000

2500

3235

AD2

floorcrete

line of slab above

New 100mm Ø PVC SP at min. 1:40 fall

grano with facebrick edge

flashin g

5890

i-beam

opening with lintol above

230

400

wine racks

floorcrete

DW-50 øwp

2500 forni

0,170

D2

DINING RM SINK-5 0øwp

upper level to be 3.75m from building line3750

flashing

D4

5400

floorcrete

2210

230

Gate to detail

230

wine racks

purlin

i-beam

W2

BOMA

KITCHEN

floorcrete

230

Facebrick boundary walls as per Boskoop Estate design requirements

0,170

2890

150 L geyser in ceiling

W2

9010

230

WHB-50ø wp

parapet min 300 high with flashing i-beam

BAR

PANTRY

W1

9240

2880

GUEST WC D4

W7

1000

230

SCULLERY

D3

G

230

floorcrete 3975

2020 WM-50øwp

grano with facebrick edge 100 CE VP IE

N

grano with epoxy

220

5700

Gas bottle storage in cage with roof to installation specialist specifications All gas copper tubing to be encased in conc. surface bed by specialist

9855 230

D2

KITCHEN YARD

3465

B

ENTRANCE

braai

PREP50øwp

WC-10 0øsp

D1

GARAGE

900 230

W1

W1

Gate to detail

1000

315

100 VP in duct

purlin

overhang

5m BUILDING LINE

230

0,000

A IE

1910

Automated double & single garage door

New 100mm Ø PVC SP at min. 1:40 fall

115

D7

IE

2600

D6

230 1095 230 250

230 250

CE

i-beam

-0,170

overhang

230

i-beam

4705

7670

i-beam

230 900 230

i-beam

2525

115

purlin

230

1485

purlin

115

purlin

2180

2195

4935

purlin

1500

1360

purlin

230

2755

purlin

8250

2260 2180

purlin

1500

purlin

8710

purlin

2250

230

All building work to be carried out in acoordance with the national building regulations.

This drawing is not to be scaled.

Any discrepencies to be reported to the architect without delay.

All dimensions, levels, steps and heights to be checked by the contractor on site prior to construction.

The site to be treated in accordance with SABS code of practice 0124-1977 for soil treatment.

Top of foundation to be min 400 mm below natural ground level unless otherwise stated.

Top of concrete surface bed to be min. 150 mm above natural ground level.

Lintols to be provided to all openings.

All DPC to be SABS 298.

Glazing to SABS 0137 and 1263.

Windows to be min. 10% of floor area.

Ventilation to be min. 5% of floor area.

All waste pipes to be 40 mm UPVC.

1 : 100 Revision Schedule Rev

plaster&paint

2380

1 : 100

6410

New 100mm Ø PVC SP at min. 1:40 fall

face brick flashing

plaster&paint

Project: flashing

/

IE

2890

4200

4200

2380 170

1 : 100

SH-50øwp

2100

plaster&paint

2890

4200

7.00°

plaster&paint

GROUND FLOOR CE CE 0.000

South Elevation

1 : 100

WP & 1st FLOOR 2.890

WHB -50øw WC-100øs p BTH-50øwp p

invert level min 450 IE

East Elevation

WALL PLATE 5.270

100Ø VP concealed in wall with access panel flashing

100Ø VP concealed in wall with access panel

flashing

invert level IE min 450

New 100mm Ø PVC SP at min. 1:40 fall

2380

7.00°

Plastered areas- wood float finish with one coat Plascon Plaster Primer (UC56) and two coats Plascon Wall & All (colour: Pebble Beach WAA80) Face brick Feature walls: Corobrick Terracotta Satin - to be flush joint face brick to architects specification

plaster&paint

CE CE

IE

5

flashing

face brick

GROUND FLOOR CE 0.000

invert level min 450

IE

New 100mm Ø PVC SP at min. 1:40 fall

WALL PLATE 5.270

6

4200 2890

NGL

North Elevation

NGL

6410

4200

CE

WP & 1st FLOOR 2.890

plaster&paint

WHB- WC-100øs p 50øwp

170

170

GROUND FLOOR CE 0.000

plaster&paint

Plastered areas- wood float finish with one coat Plascon Plaster Primer (UC56) and two coats Plascon Wall & All (colour: Pebble Beach WAA80) Face brick Feature walls: Corobrick Terracotta Satin - to be flush joint face brick to architects specification

face brick

x2 WHB-50øwp

plaster&paint

SH-50øwp

face brick CE

IE

plaster&paint SINK-50øwp

WC-100øsp

BTH50øwp

IE

170

2890

3815

face brick

plaster&paint

4

WP & 1st FLOOR 2.890

plaster&paint

IE

face brick

Description

7.00°

WP & 1st FLOOR 2.890

NGL

WALL PLATE 5.270

face brick

100Ø VP concealed in wall with access panel

2380

WALL PLATE 5.270

7.00°

Plastered areas- wood float finish with one coat Plascon Plaster Primer (UC56) and two coats Plascon Wall & All (colour: Pebble Beach WAA80) Face brick Feature walls: Corobrick Terracotta Satin - to be flush joint face brick to architects specification

Date

NGL

GROUND FLOOR 0.000

WM-50 øwp

DW-50øwp

CE invert level IE min 450

to council connection

7

West Elevation 1 : 100

PREP-50øwp

G&VP

CE

New 100mm Ø PVC SP at min. 1:40 fall

IE

Drawing Description: PLANS & ELEVATIONS Scale: 1 : 100 Project Number: CB 114

Date: / Sheet Number: A1-100

Rev. Number:

Copyright Reserved 2250

21450

2250

Notes:

25.95m BOUNDARY LINE entrance - NO OBSTRUCTION Grass and Garden

CE

5m Building line

IE

WINDOW SCHEDULE 5300

5685

ERF 697

CE new 100mm Ø PVC SP at min. 1:40 fall

Number:

IE

CE

2.25m Building line

Grass and Garden

IE

new 100mm Ø PVC SP at min. 1:40 fall

IE

Number:

Wispeco -Powder coated aluminium window&frame with top-hung opening outwards

W2

Bar & x2 in Living Rm 600x1500

W3

Bath 1 - WC

W4

Bed Rm 1&2, Corridor 1.8x1.8 Wispeco -Powder coated aluminium window&frame with top-hung opening outwards

6

W5

Loft

3

W6

Main Bed Rm 2.4x1.8 Wispeco -Powder coated aluminium window&frame with top-hung opening outwards

W7

Bar

4700x400

W8

Stairs

2.2x5.4 Wispeco -Powder coated aluminium window&frame with no openings

1

W9

Double Volume 4.3x2.0 Wispeco -Powder coated aluminium window&frame with no openings

1

600x900

Wispeco -Powder coated aluminium window&frame with top-hung opening outwards

Wispeco -Powder coated aluminium window&frame with side-hung opening outwards

600x1200

Wispeco -Powder coated aluminium window&frame with top-hung opening outwards

5

1

1

Wispeco -Powder coated aluminium window&frame with no openings

Location:

Size:

Description:

Quantity:

D1

Entrance

1200x2.1

D2

x2 garage

813x2.1Standard solid door fixed to double rebate mild steel frame with one pair mild steel butt-hinges finished with universal undercoat and 2 coats approved matt enamel

D3

Scullery

D4

Guest WC, Bath 1&2 Main Bed Rm

3

Timber pivot door to manufacturers specification

1 2

813x2.1Standard stable solid door fixed to double rebate mild steel frame with 2 pairs mild steel 1 butt-hinges finished with universal undercoat and 2 coats approved matt enamel 813x2.1Standard semi-solid door fixed to double rebate mild steel frame with one pair mild steel 5 butt-hinges finished with universal undercoat and 2 coats approved matt enamel

D5

Bed Rm 2&3

1.2x2.1 Standard semi-solid double door fixed to double rebate mild steel frame with 2 pairs mild 2 steel butt-hinges finished with universal undercoat and 2 coats approved matt enamel

D6

Garage

single Single timber door to owners spec for 2440mm by 2130mm High opening

1

D7

Garage

double Double timber door to owners spec for 4880mm by 2130mm High opening

1

Drainage Notes: All soil pipes to be ∅ 110 mm UPVC All waste pipes to be ∅40 mm UPVC. No PVC pipes in floors.

R.E.'s to heads of drains and to bends 45° or greater.

C.E. every 25m C.E. within 1.5m from drain connection.

C.E. in brances exceeding 3m in lengths.

I.E.'s to all bends and junctions with marked covers at ground level.

Brass shower traps.

All drainage to comply with local municipality regulations.

All waste and soil pipes to be concealed in ducts.

All sol pipes under buildings to be enclosed in min. 150 mm concrete. Enclosed soil pipes to be free from foundations.

1

Number:

GLAZING NOTE: All glazing to be done in accordance to SANS 10400 PART N. Fitted to aluminium frame with approved neoprene gaskets and aluminium glazing beads.

Obscured laminate safety glass to all bathrooms and toilets

municipal connection D=1.6m

2250

ERF 700

04 SITE PLAN

Quantity:

ALUMINIUM FRAME: Bronze powder coated aluminium window frame

IE

25.95m BOUNDARY LINE 21450

Description:

ALUMINIUM DOOR SCHEDULE

CE IE

Size:

Guest WC,Bath 1 & 2 1200x900 Scullery & Garage

2.25m Building line

2250

1

ERF 698

Location:

2250

2250

N

Pool safety: SABS 1390

26.89m BOUNDARY LINE 19130

VP

2.25m Building line

IE

new 100mm Ø PVC SP at min. 1:40 fall

CE

new 100mm Ø PVC SP at min. 1:40 fall

19915

ERF 696

27.86m BOUNDARY LINE

W1

DOOR SCHEDULE

All building work to be carried out in acoordance with the national building regulations.

This drawing is not to be scaled.

Any discrepencies to be reported to the architect without delay.

All dimensions, levels, steps and heights to be checked by the contractor on site prior to construction.

The site to be treated in accordance with SABS code of practice 0124-1977 for soil treatment.

Top of foundation to be min 400 mm below natural ground level unless otherwise stated.

Top of concrete surface bed to be min. 150 mm above natural ground level.

Lintols to be provided to all openings.

All DPC to be SABS 298.

Glazing to SABS 0137 and 1263.

Windows to be min. 10% of floor area.

Ventilation to be min. 5% of floor area.

All waste pipes to be 40 mm UPVC.

Location:

Size:

Description:

STORMWATER Notes:

Quantity:

AD1

Boma

5.9x2.1 Wispeco -Powder coated aluminium frame with folding-stacking door as per drawing

0

AD2

Dining Room

3.2x2.1 Wispeco -Powder coated aluminium frame with folding-stacking door as per drawing

1

MINIMUM PIPE DIAMETER TO BE 450mm.

MINIMUM FALL TO BE 1:150.

PIPE BEDDING TO BE CLASS B UNLESS OTHERWISE SPECIFIED. ALL EXCAVATIONS AND BEDDING MUST BE INSPECTED AND APPROVED BY THE ENGINEER BEFORE LAYING OF ANY PIPES. CLEAN EXISTING STORMW ATER INLETS AND REPAIR WHERE NECESSARY.(IF APPLICABLE)

AD3

Double Volume 3.2x2.1 Wispeco -Powder coated aluminium frame with folding-stacking door as per drawing

1

REINFORCED CONCRETE Notes:

AD4

Living Room

3.0x5.4 Wispeco -Powder coated aluminium frame with folding-stacking door with window above as per drawing

1

REINFORCED CONCRETE WORK SHALL BE IN STRICT ACCORDANCE WITH SECTIONS 702, 703 AND 704 OF THE STANDARD SPECIFICATIONS. ALL EXCAVATIONS FOR BASES AND FOOTINGS MUST BE INSPECTED AND APPROVED IN WRITING BY THE ENGINEER BEFORE CONCRETE IS PLACED. REINFORCEMENT AND FORMWORK MUST BE INSPECTED AND APPROVED IN WRITING BY THE ENGINEER BEFORE CONCRETE IS PLACED. CONCRETE COVER SHALL BE AS INDICATED ON THE DRAWINGS OR SPECIFICATIONS. CONCRETE FINISH SHALL BE AS INDICATED ON THE DRAWINGS OR SPECIFICATIONS.

1 : 200 IBR Chromadek roof sheeting (dove grey) @ 7deg. pitch fixed to 127x50x2mm steel lip channel purlins on 200x100mm IPE 17kg/m steel sections framed and bolted to structure as per engineer detail ISOWALL insulation

WALL PLATE 5.270 IBR Chromadek roof sheeting (dove grey) @ 7deg. pitch fixed to 127x50x2mm steel lip channel purlins on 200x100mm IPE 17kg/m steel sections framed and bolted to structure as per engineer detail

chimney to comply with SANS 10400V:2010

plaster & paint

W9

facebrick flashing to top of wall & roof done by specialist

ISOWALL insulation

1200

1000 over hang - exposed 200x100 steel section with cut edge

1200 over hang - exposed 200x100 steel section with cut edge

flashing to top of wall & roof done by specialist 1000

WP & 1st FLOOR 2.890

76 x 76 angle built in wall plate

Owner: see roof detail 4

76 x 76 angle built in wall plate plastered ceiling fixed to suspended 38x38 brandering conc. lintol above all window and door openings see window sill detail

1000 see roof detail 4

plaster & paint

plastered ceiling fixed to suspended 38x38 brandering

conc. lintol above all window and door openings

Architect:

W7 W1

DPC

MAIN BED RM

plaster & paint

plaster & paint

2890

MAIN BATH

DPC

W6

AD3

see window sill detail

Engineer:

BOMA plaster & paint

AD2

D4

DPC

GROUND FLR 0.000

400x230 non-loadbearing foundation

2

230x600 foundation - to engineers spec

Section A-A

DPC

DPC

floor finish as indicated on floor plan on 35mm levelled cement screed on 85mm concrete surface bed on approved DPM on compacted fill in 150mm layers - filling to be treated with approved type termite/ant poison

230x600 foundation - to engineers spec

230x600 foundation - to engineers spec

DPC floor finish as indicated on floor plan on 35mm levelled cement screed on 85mm concrete surface bed on approved DPM on compacted fill in 150mm layers - filling to be treated with approved type termite/ant poison

Rev

Date

Description

230x600 foundation - to engineers spec

1 : 50 IBR Chromadek roof sheeting (dove grey) @ 7deg. pitch fixed to 127x50x2mm steel lip channel purlins on 200x100mm IPE 17kg/m steel sections framed and bolted to structure as per engineer detail ISOWALL insulation

1200 over hang - exposed 200x100 steel section with cut edge

1200

chimney to comply with SANS 10400V:2010

plastered ceiling fixed to above steel beams

WALL PLATE 5.270

4

LOFT

DBL VOLUME plaster & paint

2380

facebrick feature wall

IBR Chromadek roof sheeting (dove grey) @ 7deg. pitch fixed to 127x50x2mm steel lip channel purlins on 200x100mm IPE 17kg/m steel sections framed and bolted to structure as per engineer detail

WP & 1st FLOOR 2.890

IBR Chromadek roof sheeting (dove grey) @ 7deg. pitch fixed to 127x50x2mm steel lip channel purlins on 200x100mm IPE 17kg/m steel sections framed and bolted to structure as per engineer detail ISOWALL insulation plastered ceiling fixed to suspended 38x38 brandering

1000

A1-102

1m high aluminium balustrade with wires at 100mm appart to conply with SANS 10400M:2011

Flashing to be done by roof specialist

Flashing to be done by roof specialist

1000 over hang - exposed 200x100 steel section with cut edge

mild steel channel section to engineers detail

see roof detail 4 1000

2890

SCULLERY

KITCHEN

plaster & paint

76 x 76 angle built in wall see roof detail 4 plate

facebrick feature wall

Section B-B 1 : 50

plaster & paint

floor finish as indicated on floor plan on 35mm levelled cement screed on 85mm concrete surface bed on approved DPM on compacted fill in 150mm layers - filling to be treated with approved type termite/ant poison

Project: /

plaster & paint

DPC

400x230 non-loadbearing foundation 230x600 foundation - to engineers spec

conc. lintol above all window and door openings aluminium folding stacking as per schedule

DINING RM

DPC

GROUND FLR 0.000

Flashing to be done by roof specialist

1000

conc. lintol above all window and door openings plastered ceiling fixed to suspended 38x38 brandering with approved cornices - 150 below slab

3

Revision Schedule

DPC

patio: croncrete with facebrick edge patio

Drawing Description: SITE PLAN, SECTION & SCHEDULES

230x600 foundation - to engineers spec

Scale: As indicated Project Number: CB 114

Date: / Sheet Number: A1-101

Rev. Number:

Copyright Reserved Notes:

200x100mm IPE 17kg/m steel sections IBR Chromedex roof sheeting

15mm PLASTER & PAINT 15

All building work to be carried out in acoordance with the national building regulations.

This drawing is not to be scaled.

Any discrepencies to be reported to the architect without delay.

All dimensions, levels, steps and heights to be checked by the contractor on site prior to construction.

The site to be treated in accordance with SABS code of practice 0124-1977 for soil treatment.

Top of foundation to be min 400 mm below natural ground level unless otherwise stated.

Top of concrete surface bed to be min. 150 mm above natural ground level.

Lintols to be provided to all openings.

All DPC to be SABS 298.

Glazing to SABS 0137 and 1263.

Windows to be min. 10% of floor area.

Ventilation to be min. 5% of floor area.

All waste pipes to be 40 mm UPVC.

76mm ISOWALL insulation

127 x 50 lip channel purlins

125 110

PRECAST CONCRETE LINTEL

profile aluminium gutter with down pipe

25mm MILD STEEL SQUARE TUBE SILICON SEALANT - GREY

Drainage Notes:

ALUMINIUM WINDOW TO WINDOW SCHEDULE

WINDOW HEAD DETAIL (plastered wall)

9mm gypsum plastered board ceiling - skimmed 38 x 38 brandering shadow line 76 x 76 angle built in wall plate

200

SCALE - 1:10 INTERNAL SILL TO BE PLASTERED & PAINTED TO MATCH WALL

WALL PLATE 5.270

ALUMINIUM WINDOW TO WINDOW SCHEDULE SILICON SEALANT - GREY

190

25mm MILD STEEL SQUARE TUBE

650

BRICK WINDOW SILLS LAID AT 30° APPROVED DPC TO ALL WINDOW SILLS

SECTION: SEE ROOF DETAIL B

IBR Chromedex roof sheeting

STORMWATER Notes: 127 x 50 lip channel purlins 40

aluminium down pipe

9mm gypsum plastered board ceiling - skimmed 38 x 38 brandering @ 600 centres 200x100mm IPE 17kg/m steel sections

160

125 110

WINDOW CILL DETAIL (face brick wall) SCALE - 1:10

2

Window Details 1 : 10

MINIMUM PIPE DIAMETER TO BE 450mm.

MINIMUM FALL TO BE 1:150.

PIPE BEDDING TO BE CLASS B UNLESS OTHERWISE SPECIFIED. ALL EXCAVATIONS AND BEDDING MUST BE INSPECTED AND APPROVED BY THE ENGINEER BEFORE LAYING OF ANY PIPES. CLEAN EXISTING STORMW ATER INLETS AND REPAIR WHERE NECESSARY.(IF APPLICABLE)

76mm ISOWALL insulation 125

FACE BRICK SILL

15

350 1000

All soil pipes to be ∅ 110 mm UPVC All waste pipes to be ∅40 mm UPVC. No PVC pipes in floors.

R.E.'s to heads of drains and to bends 45° or greater.

C.E. every 25m C.E. within 1.5m from drain connection.

C.E. in brances exceeding 3m in lengths.

I.E.'s to all bends and junctions with marked covers at ground level.

Brass shower traps.

All drainage to comply with local municipality regulations.

All waste and soil pipes to be concealed in ducts.

All sol pipes under buildings to be enclosed in min. 150 mm concrete. Enclosed soil pipes to be free from foundations.

4

ROOF DETAIL A

REINFORCED CONCRETE Notes: REINFORCED CONCRETE WORK SHALL BE IN STRICT ACCORDANCE WITH SECTIONS 702, 703 AND 704 OF THE STANDARD SPECIFICATIONS. ALL EXCAVATIONS FOR BASES AND FOOTINGS MUST BE INSPECTED AND APPROVED IN WRITING BY THE ENGINEER BEFORE CONCRETE IS PLACED. REINFORCEMENT AND FORMWORK MUST BE INSPECTED AND APPROVED IN WRITING BY THE ENGINEER BEFORE CONCRETE IS PLACED. CONCRETE COVER SHALL BE AS INDICATED ON THE DRAWINGS OR SPECIFICATIONS. CONCRETE FINISH SHALL BE AS INDICATED ON THE DRAWINGS OR SPECIFICATIONS.

ROOF DETAIL B

1 : 10

1 : 10

Revision Schedule

SANS 10400-XA: DEEM TO SATISFY REGULATIONS:

Rev

REGULATION 4.1 - HOTWATER SUPPLY: SANS 10400-N THE APPLICATION OF THE NBR PART N: EFFICIENT GLAZING MINIMIZES HEAT LOSS

SANS 204 ENERGY EFFIENCY IN BUILDINGS SANS 10400-X THE APPLICATION OF THE NBR REGULATIONS PART X: ENVIRONMENTAL SUSTAIANABILITY SECTION A: CORREST ORIENTATION OF THE BUILDING ENSURES WARMTH IN THE W INTER AND COOLNESS IN THE SUMMER

Date

Description

- More than 50% of Project hot water will be provided by a solar hotwater system - The hot solar water system shall comply with SANS 1307, SANS 10106, SANS 0254 and SANS 10252-1 - All hot water pipes shall be cladded with insulation to a minimum R-value: 20 - 15 MM HOTWATER PIPE INSULATION: +1

NORTH

0

2

R = Km / W

REGULATION 4.2.1.B - BUILDING ENVELOPE: GUEST BEDROOM

PATIO

SANS 60969 PERFORMANCE REQUIREMENTS: SANS 61199 FLUORESCENT LAMPS USE LESS ENERGY SANS 60335-1 SAFETY PART 1: GENERAL REQUIREMENTS

LOUNGE

DINING ROOM

SELF-BALLASTED LAMPS FOR GENERAL LIGHTING SERVICES SINGLE-CAPPED FLUORESCENT LAMP - SAFETY SPECIFICATIONS

1. BUILDING CLASSIFICATION:

H

2. CLIMATIC ZONE IN R.S.A.:

1

3. ORIENTATION & SHADING : - Building is orientated NORTH and falls between the North-West & North East Sector.

- Living spaces is so arranged that it comply to North orientation.

Architect:

ENTRANCE

STAFF BEDROOM

Owner:

4. EXTERNAL ENVELOPE WALLS: - REGULATION 4.4.3.2: - 220 mm Brick wall plaster inside and outside:0,5

DB BOARD

0

2

0

2

R = Km / W GARAGE

SANS 10142-1 THE WIRING OF PREMISES PART 1: LOW VOLTAGE INSTALLATIONS CORRECT WIRING ENSURES ELECTRICAL SAFETY AND EFFICIENCY IN THE HOME

KITCHEN

HOUSEHOLD AND SIMILAR ELECTRICAL APPLIANCES - ENSURE SAFETY IN THEW HOME BY DEALING WITH COMMON HAZARDS PRESENTED BY ELECTRICAL APPLIANCES

GARAGE KITCHEN YARD

Engineer:

- 270 mm Brick wall plaster inside and outside:1,1 R = Km / W

5.FENESTRATION REQUIREMENTS: - sqm windows at ground floor : - nett floor area at ground floor :

43 m² 323 m² + 11 m² 53 m² = 54 m² 376 m²

- sqm windows at first floor : - nett floor area at first floor : - window total: - floor total:

SANS 428 FIRE PERFORMANCE CLASSIFICATION OF THERMAL INSULATED BUILDING ENVELOPE SYSTEMS: THE BUILDING WILL BE COOL IN SUMMER AND W ARM IN WINTER, ELIMINATING THE NEED FOR HEATING, FANS AND CONDITIONERS, THUS SAVING ELECTRICITY

SANS 1307 DOMESTIC SOLAR WATER HEATERS SANS 10106 THE INSTALLATION, MAINTENANCE REPAIR AND REPLACEMENT OF DOMESTIC SOLAR WATER HEATING SYSTEMS USING SOLAR ENERGY ENSURES ELECTRICAL SAFETY AND EFFICIENCY IN THE HOME BEDROOM 02

THE APPLICATION OF THE NBR REGULATIONS PART X: ENVIRONMENTAL SUSTAIANABILITY SECTION A: CORREST ORIENTATION OF THE BUILDING ENSURES WARMTH IN THE W INTER AND COOLNESS IN THE SUMMER

BATHROOM

SANS 204 ENERGY EFFIENCY IN BUILDINGS SANS 10400-X

- Building fenestration Persentage: 14% - Rational Design 6. ROOF CONSTRUCTION : REGULATION 4.4.5: - metal roof sheets + sasilation dadient barrier with more than 50mm air gap between metal sheet & sasilation + 150mm isotherm or Think Pink + 6mm gypboard ceiling

+3,7 0

2

R = Km / W

Project:

- clay or concrete tiles + 150mm isotherm or Think Pink + 6mm gypboard ceiling

/

+3,7

OPEN BALCONY

0

2

R = Km / W GARAGE PATIO

7. UNDER TILE HEATING: (IF INSTALLED) REQUIREMENT 4.4.2: - compacted soil + 50mm riget expanded polistirene ( isoboard) + USB blank underlay + 85 mm concrete subfloor +1

0

2

R = Km / W

TYPICAL ENERGY EFFICIENT HOUSE TO COMPLY WITH SABS 10400X4 & 204

8. OTHER SERVICES THAT USE ENERGY: - no A/C or any Mechanical Air vent system in use

Drawing Description: Scale: As indicated Project Number: CB 114

DETAILS

Date: / Sheet Number: A1-102

Rev. Number: