Residence Zulu_Zinkwazi beach Durban_Working Drawings_Part 2

GENERAL NOTES: •

All dimensions and levels to be verified on site, prior to the commencement of setting out ,working drawings or conctruction drawings are not to be scaled. Figured dimensions only are to be used. Any discrepancies, errors and omissions are to be reported to the Architect immeditely before commencing with any work. All shop drawings are to be submitted for designer's approval prior to manufacturign and installation. All work is to be in strict accordancen with the by-laws and regulations of the local authority. Where required, architects drawings are to be read in conjunction with engineers drawings. Copyright and right of reproduction of this drawing or any part thereof is reserved and remains with the architect. All structural concrete,brick work ,steel works and timber works are to the engineers specification & details. All timber to be grade 6/7 - section 1&2 All roof timber trusses to be as per the National building Regulations. Glazing to be as per the National building Regulations. Addional requirements recommended by supplier to be discussed with Archiect & Cient.

• •

WALL LEGEND:

•

NEW BRICK WALLS

• •

NEW CONCRETE WALLS - CLASS 1

•

NEW DRYWALLS

•

EXISTING WALLS

• • •

Please note: Plastering All external plaster to contain Perlite as per the manufacturer’s specification. All internal plaster to be two coat plaster finished perfectly smooth and hard, with steel reinforced corners.

Roof fascia board as per specialist specifications as per manufacturer.

Landscaping as per specialist

15°

Dpc

FILL

-255

Surface bed 85mm thick concrete surface bed with Ref 193 steel mesh on damproof course layer on sand.

D 1

Timber slats as per specialist -425

FILL

Dpc

FILL

New Foundations to Engineers detail

NGL

1990

1960

3995

4590

170

600

FILL

Dpc

50mmØ waste pipes COVERED CAR PARKING to be laid in slab as U/s slab @ 2875mm afsl per specialist Non Slip Tiles 330x330mm concrete column to Engineers detail

New Steel sheet surround panel as per specialist

Existing 110mmØ outlet pipe to soak pit to remain unaffected

2520 510

EXTERNAL POOL DECK BEHIND

SEPTIC TANK BELOW (To remain unaffected) Additional fittings & requirements as per specialist

2550

Galvanized 3mm aluminium panels on 50x50mm SHS sub-frame. waterproofing by specialsit Raised platform to Engineers detail & specifications

NGL

SOAK PIT Below to remain unaffected

AREA SCHEDULE:

Wood fire place to specialist detail and interiors position

0

Planter-no concrete Waterproofing as per specialist

FIRST STOREY

330x510mm concrete beam to Engineers detail New raised sculpture podium to Engineers detail

New 170mm concrete slab to Engineers detail Planter- concrete below Landscaping as per specialist Waterproofing as per specialist

-510

Existing 110mmØ uPVC soil pipe min. 1:60 (max. 1:10) to remain unaffected (To connect to Septic Tank as per specialist detail & specifications)

Dpc

Timber decking as per specialist

Precast Rectangular Column with Multi Layer Corbels to Engineers detail

Surface bed Dpc FILL 120mm thick concrete surface bed with Ref 193 steel mesh on damproof course layer on sand.

New Foundations to Engineers detail

228 600

170 60

510

U/s slab plastered /rhinolited and painted

1m high SANS approved glass balustrade (by specialist) Bulkhead and ceiling as per specialist

3014 Fire wood storage unit to specialist detail and interiors position 2750 2665 228 350

2380

2350

2950

3680

2665

New 340mm concrete slab to Engineers detail

NGL

Surface bed 120mm thick concrete surface bed with Ref 193 steel mesh on 50mm thick high density polystyrene on damproof course layer on sand

3265

2240

W 9

5270

Louvre fixed screen on subframe to specialist detail

2670

DOUBLE GARAGE

2750

330x510mm concrete beam to Engineers detail

New Concrete lintels @ 2125mm afsl

U/s slab @ 2835mm afsl Tiles

2750

Open Timber Decking

Raised platform to Engineers detail & specifications Wood fire place to specialist detail and interiors position

2440

330x510mm concrete beam to Engineers detail

Dpc

2750

D 5

2607

510

U/s slab plastered /rhinolited and painted

510

New 340mm concrete slab to Engineers detail

Ottoman by specialist

Aircon by Specialist 7770

7690

New vanity as per specialit

3530

4510 1030 New vanity as per specialit

U/s Ceiling to Rafter Tiles

WALL PLATE

New Steel sheet surround panel as per specialist

BALCONY 1

2440

2670

2670 330x330mm concrete column to Engineers detail

U/s Ceiling to Rafter Tiles 2750

5311

Vertical Dpc

-425

Surface bed to Engineers detail slope to be confirmed on site.

D 1

Ottoman by specialist

BEDROOM 1

7260

LOUVRE SCREEN 1

2240

New Concrete lintels @ 2125mm afsl

New whb

2670

510

170

Dpc

New whb

BATHROOM 1

ROOF LEVEL

Concrete roof (47m²) 170mm concrete roof to Engineers details at 2% fall towards rainwater outlets. Waterproofing by specialist

Vertical Dpc

0

New B.I.C by specialist

Lighting fixtures as per specialist

5311

W 10.

Revision Description

Roof fascia board as per specialist specifications as per manufacturer.

New Concrete lintels @ 2950mm afsl

Vertical Dpc

GROUND STOREY

220mm brick wall to Engineers detail

New B.I.C by specialist

U/s Ceiling to Rafter Tiles

Dpc

2750

Landscaping as per specialist

85mm Exposed aggregate surfacebed ramp

2840

Self Closing Motorised Sliding Gate as per specialist

New steel sheet window surround to specialist detail

Timber slats as per specialist

BATHROOM 2

2750

220mm brick walls to Engineers detail

Revision Revision Number Date

150x150 CFLC steel gutters to Engineers detail & specifications

W 25

6277

New steel sheet window surround to specialist detail

Timber slats as per specialist

Aircon by Specialist

2580

Timber slats as per specialist Open Exposed aggregate surfacebeds

980

BEDROOM 2

U/s Ceiling to Rafter Tiles

330x510mm concrete beam to Engineers detail New 170mm concrete slab to Engineers detail

DRIVEWAY

Lighting fixtures as per specialist

2350

600

3530

1000

4103

Ceiling to underside of rafters 150mm Mineral fibre insulation between rafters

New Concrete lintels @ 2950mm afsl

2750

New Steel sheet surround panel as per specialist

2550

W 9.

Ceiling to underside of rafters 150mm 330mm brick walls Mineral fibre insulation between rafters to Engineers detail

7690

Polystyrene infill below plastic modular panter boxes

1350

4680

Green square modular plastic tray planter boxes as per specialist. Irrigation system required to be confirmed by specialist

7690

Planter- concrete below Landscaping as per specialist Waterproofing as per specialist

FIRST STOREY

Dpc

590

New steel sheet window surround to specialist detail

5270

6277

580

220mm brick walls to Engineers detail

WALL PLATE

W 25

980

Roof fascia board as per specialist specifications as per manufacturer.

980

ROOF LEVEL 7260

Revision Schedule

Concrete Roof Tiles (23m2) Concrete Roof Tiles as per specialist @ 20° & 45°.On 75x50mm purlins to Engineers detail. on 50x150mm timber rafters to Engineers specifications. Waterproofing by specialist

New Foundations to Engineers detail

Vertical Dpc

Concrete Roof Tiles (23m2) Concrete Roof Tiles as per specialist @ 20° & 45°.On 75x50mm purlins to Engineers detail. on 50x150mm timber rafters to Engineers specifications. Waterproofing by specialist

STAMPS:

NGL

GROUND STOREY 0

NGL

EXISTING NEW WORK TOTALS: EXISTING NEW WORK TOTALS:

BASEMENT

G.FLOOR

1st FLOOR

2nd FLOOR

3rd FLOOR 4th FLOOR

COVERAGE F.A.R. TOTAL AREAS:

New Foundations to Engineers detail

Galvanized 3mm aluminium panels on 50x50mm SHS sub-frame. waterproofing by specialsit

SECTION A-A SCALE 1 : 50

Concrete Roof Tiles (53m2) Concrete Roof Tiles as per specialist @ 20° & 45°.On 75x50mm purlins to Engineers detail. on 50x150mm timber rafters to Engineers specifications. Waterproofing by specialist

New 170mm concrete slab to Engineers detail

New Foundations to Engineers detail

Dpc

SCALE 1 : 50

1990

4510

330x510mm concrete beam to Engineers detail

2860

Green square modular plastic tray planter boxes as per specialist. Irrigation system required to be confirmed by specialist Line of 170mm concrete slab behind to Engineers detail

2750 2410

510

2750

50x150mm timber rafters to Engineers specifications.Waterproofing by specialsit

New 340mm concrete slab to Engineers detail U/s slab plastered /rhinolited and painted

330x510mm concrete beam to Engineers detail

Timber decking as per specialist specifications as per manufacturer. Precast Rectangular Column with Multi Layer Corbels to Engineers detail

0

NGL

260

Open Timber Decking -255

2240 1510

EXTERNAL POOL DECK

2240

2500

New Concrete lintels @ 2125mm afsl

LOT 194,104 Glen drive,Zinkwazi Beach,Kwadukuza Municipality

Planter- concrete below Waterproofing as per specialist

D 7

170

New Steel sheet surround panel as per specialist 510

930 170 340

Rainwater drainage chain as per specialist

7520

340

260

7520

2520

New Concrete lintels @ 2125mm afsl

Vertical creepers as per landscaping specialist

330mm retaining wall to Engineers detail Existing landscaping behind

Bulkhead and ceiling as per specialist

Surface bed Dpc FILL Dpc 120mm thick concrete surface bed with Ref 193 steel mesh on 50mm thick high density polystyrene on New Foundations damproof course layer on sand to Engineers detail 1m high SANS approved glass balustrade (by specialist) Existing 110mmØ uPVC soil pipe min. 1:60 (max. 1:10) to remain unaffected (To connect to Septic Tank as per specialist detail & specifications)

SECTION B-B

2750

2410

11

12

Dpc 10 U/s slab @ 2720mm afsl 9 Tiles 8 330x330mm Aircon by Specialist 7 concrete column W 6 to Engineers detail 5 3 New Floating concrete 4 3 staircase to specialist detail 2 Treads: 300mm -170 1 Risers: 170mm

Dpc NGL

New Foundations to Engineers detail

2210 510

220X400mm concrete beam to Engineers detail

2720

2720 Landscaping as per specialist

-170

18 17 16 15 14 13

2410

5440

W 2

Existing wc behind

Surface bed Dpc 170mm thick concrete surface bed with Ref 193 steel mesh on New Foundations damproof course layer on sand. New Foundations to Engineers detail to Engineers detail

400

170

Dpc

2720

U/s Ceiling to Rafter W Tiles W 21 3675 22 Aircon by Specialist

7430

5440

2320

D 10

Dpc 304x76mm timber beam to Engineers detail

150x150 CFLC steel gutters to Engineers detail & specifications

Dpc

85

-680

Waterproofing as per specialist

-170

23°

Roof fascia board as per specialist specifications as per manufacturer.

20°

PASSAGE 1

Vertical Dpc

220mmbrick wall to Engineers detail

Landscaping as per specialist

Stainless steel water spillover by specialist

Water feature - 6m 2

W 23

NEW STAIRCASE LOBBY

Vertical Dpc

NGL

Vertical Dpc

NGL

0

Galvanized 50x50mm SHS panels. waterproofing by specialsit

Dpc

Vertical Dpc

0

2720

Vertical Dpc

2240

Existing wall to remain unaffected

680

330x330mm concrete column to Engineers detail

1590

Landscaping as per specialist

Dpc 4333

2950

New opening in existing wall to Engineers detail Lintel height @ 2720mm.Existing window to be removed 2550

960

Vertical Dpc

GROUND STOREY

100

Existing RWDP to be cut back. Rainwater to discharge onto 170mm concrete slab to Engineers detail

New 170mm concrete slab to Engineers detail

Timber slated fence by specialist 2.0m high Boundary wall from NGL.220mm brick wall & clearvu fence above to Engineers details & specifications.

2550

2720 2750

1590

Existing wall to be platered & painted

Flashing/ waterproofing by specialist

Planter-concrete below Waterproofing as per specialist

5950

330x510mm concrete beam to Engineers detail

2550

3049

510

FIRST STOREY

New RWDP as per specialist specifications as per manufacturer. 2520

Green square modular plastic tray planter boxes as per specialist. Irrigation system required to be confirmed by specialist

20°

1960 5301

Roof fascia board as per specialist specifications as per manufacturer. Planter-no concrete Waterproofing as per specialist

°

5270

45

Existing rainwater gutters to remain unaffected

WALL PLATE

45°

Concrete Roof Tiles (73m2) Concrete Roof Tiles as per specialist @ 20° & 45°.On 75x50mm purlins to Engineers detail. on 50x150mm timber rafters to Engineers specifications. Waterproofing by specialist

45°

Concrete Roof Tiles (16m2) Concrete Roof Tiles as per specialist @ 20° & 45°.On 75x50mm purlins to Engineers detail. on 50x150mm timber rafters to Engineers specifications. Waterproofing by specialist

°

7260

Ceiling to underside of rafters 150mm Mineral fibre insulation between rafters

45

ROOF LEVEL

New Steel sheet surround panel as per specialist Planter-concrete below Waterproofing as per specialist

New Proposed Residence for (ANDILE ZULU)

20°

Roof pebbles as per specialist Waterproofing by specialist

Dpc New Foundations to Engineers detail New Foundations to Engineers detail

Galvanized 50x50mm SHS panels. waterproofing by specialsit Precast Rectangular Column with Multi Layer Corbels to Engineers detail Gas fire place to specialist detail and specialist position

NGL

2.0m high Boundary wall from NGL. 220mm brick wall as per Engineers details & specifications. Plastered & painted

T +27 (0)67 296 4386 E levizdesignz@outlook.com www.levizdesigns.com

Raised platform to Engineers detail & specifications New Foundations to Engineers detail

Project status:

WORKING DRAWINGS

SECTION A-A & B-B

Issue date:

1/6/2023 3:29:04 AM

Clients Signature Engineers Signature & Reg No. Architect Signature & Reg No. Scale:

1 : 50

Project number:

P10 Drawn by:

Checked by:

Drawing number:

DO

JW

WD 301

REV

GENERAL NOTES: WALL LEGEND: NEW BRICK WALLS

NEW CONCRETE WALLS - CLASS 1

NEW DRYWALLS EXISTING WALLS

Please note: Plastering All external plaster to contain Perlite as per the manufacturer’s specification. All internal plaster to be two coat plaster finished perfectly smooth and hard, with steel reinforced corners.

Ceiling to underside of rafters 150mm Mineral fibre insulation between rafters

Existing Foundations to Engineers inspection

New Floating concrete staircase to specialist detail Treads: 300mm Risers: 170mm

1990

45° 20°

1990

1950

45°

4510

• • • •

Revision Schedule Revision Revision Number Date

Revision Description

510

FILL

Dpc

2750

Vertical Dpc

2500

2240

Vertical Dpc

330x510mm concrete beam to Engineers detail 2.0m high Boundary wall from NGL. 330mm brick wall as per Engineers details & specifications. Plastered & painted

New Foundations Landscaping as to Engineers detail per specialist Galvanized 3mm aluminium panels on 50x50mm SHS sub-frame. New Foundations waterproofing by specialsit -255 to Engineers detail -425 New Steel sheet surround panel as per specialist Swimming pool pumps & filters. Specifications and water reticulation by pool specialist. Backwash to garden New Foundations to Engineers detail Galvanized 3mm aluminium panels on 50x50mm SHS subframe. waterproofing by specialsit

MUSIC ROOM NGL ROOM BEHIND

Surface bed 220mm thick concrete surface bed with Ref 193 steel mesh on damproof course layer on sand

FILL

New Foundations to Engineers detail

AREA SCHEDULE: EXISTING NEW WORK TOTALS:

New Foundations to Engineers detail

110mmØ uPVC soil pipe min. 1:60 (max. 1:10) fall to sewer connection (To connect to Septic Tank as per specialist detail & specifications)

Existing 110mmØ uPVC soil pipe min. 1:60 (max. 1:10) to remain unaffected (To connect to Septic Tank as per specialist detail & specifications)

7260

2520

510

7260

2240

Bulkhead and ceiling as per specialist

Waterproofing as per specialist Dpc

•

Louvre fixed screen on subframe to specialist detail

2750

510

7770

4510

2560 510

510

Surface bed 85mm thick concrete surface bed with Ref 193 steel mesh on damproof course layer on sand.

New 85mm thick concrete surface bed above Existing foundation to Engineers inspection. Additional reinforcing where required

New Foundations to Engineers detail

U/s slab plastered /rhinolited and painted

Swimming pool safety to comply with SANS 10400d CL.44 Swimming pool to be built by contractor to Engineer's detail, fittings, reticulation and waterproofing & finish as per specialist - confirm prior to installation.

FILL

•

Rainwater drainage chain as per specialist

New raised sculpture podium to Engineers detail

Swimming pool - 74m 2

Dpc

Existing Foundations to Existing Foundations to Engineers inspection Engineers inspection

•

Vertical Dpc 170 260

NGL

•

LOUVRE SCREEN 3

New 170mm concrete slab to Engineers detail

Timber decking as per specialist

Existing -255 Gulley -425 -595

Existing Dpc to remain unaffected

NGL

330x510mm concrete beam to Engineers detail

MAIN BEDROOM BEHIND

Vertical Dpc

NGL

Existing surface bed to Engineers inspection

New Steel sheet surround panel as per specialist 2750

POOL PUMP ROOM BEHIND

-510

150x150 CFLC steel gutters to Engineers detail & specifications

Vertical Dpc

Existing Dpc to remain unaffected

Existing B.I.C to remain unaffected

0

D 7

Vertical Dpc

Landscaping as per specialist

Existing Door to remain unaffected

Vertical Dpc

-170

Planter-no concrete Waterproofing as per specialist

2740

U/s slab @ 2295mm afsl Non Slip Tiles

Planter- concrete below Waterproofing as per specialist

2750

• •

Vertical creepers as per landscaping specialist

New Concrete lintels @ 2125mm afsl

New 340mm concrete slab to Engineers detail

Vertical Dpc

0

Landscaping as per specialist

7860

510 U/s ceiling @ 2550mm afsl Tiles

U/s ceiling @ 2550mm afsl Tiles 330x330mm concrete column to Engineers detail

2750 2410

2840

100

GROUND STOREY

EXISTING KITCHEN

EXISTING LOUNGE

EXISTING PORCH

2.0m high Boundary wall from NGL.220mm brick wall & clearvu fence above to Engineers details & specifications.

2750 2750

2295

Existing concrete slab to Engineers inspection

1590

2750

2840

2.0m high Boundary wall from NGL.220mm brick wall as per Engineers details & specifications. Plastered & painted

2550

Existing Roof and structure to Engineers inspection

2550

FIRST STOREY

U/s Ceiling to Rafter D D Tiles 12 10 Aircon by Specialist 2520 930

Existing rainwater Rwdp & gutters to remain unaffected

20°

150x150 CFLC steel gutters to Engineers detail & specifications

All dimensions and levels to be verified on site, prior to the commencement of setting out ,working drawings or conctruction drawings are not to be scaled. Figured dimensions only are to be used. Any discrepancies, errors and omissions are to be reported to the Architect immeditely before commencing with any work. All shop drawings are to be submitted for designer's approval prior to manufacturign and installation. All work is to be in strict accordancen with the by-laws and regulations of the local authority. Where required, architects drawings are to be read in conjunction with engineers drawings. Copyright and right of reproduction of this drawing or any part thereof is reserved and remains with the architect. All structural concrete,brick work ,steel works and timber works are to the engineers specification & details. All timber to be grade 6/7 - section 1&2 All roof timber trusses to be as per the National building Regulations. Glazing to be as per the National building Regulations. Addional requirements recommended by supplier to be discussed with Archiect & Cient.

Concrete Roof Tiles (73m2) Concrete Roof Tiles as per specialist @ 20° & 45°.On 75x50mm purlins to Engineers detail. on 50x150mm timber rafters to Engineers specifications. Waterproofing by specialist Roof fascia board as per specialist specifications as per manufacturer.

PASSAGE 1

W 18

3300 Existing walls to remain unaffected

5310

New Concrete lintels @ 2125mm afsl

Existing parapet walls to remain unaffected

Dpc

170 340

150x150 CFLC steel gutters to Engineers detail & specifications

Existing parapet wall to remain unaffected. Existing waterproofing to specialist inspection

Dpc

20°

4510

5270

20°

Concrete roof (2m²) 170mm concrete roof to Engineers details at 2% fall towards rainwater outlets. Waterproofing by specialist

WALL PLATE

° 45

45 °

7260

270 340

ROOF LEVEL

1990

Concrete Roof Tiles (53m2) Concrete Roof Tiles as per specialist @ 20° & 45°.On 75x50mm purlins to Engineers detail. on 50x150mm timber rafters to Engineers specifications. Waterproofing by specialist

•

STAMPS:

EXISTING NEW WORK TOTALS:

BASEMENT

G.FLOOR

1st FLOOR

2nd FLOOR

3rd FLOOR 4th FLOOR

COVERAGE F.A.R. TOTAL AREAS:

SECTION C-C SCALE 1 : 50

Concrete Roof Tiles (73m2) Concrete Roof Tiles as per specialist @ 20° & 45°.On 75x50mm purlins to Engineers detail. on 50x150mm timber rafters to Engineers specifications. Waterproofing by specialist

ROOF LEVEL

New Foundations to Engineers detail

SECTION D-D SCALE 1 : 50

Existing Foundations to Engineers inspection

Dpc

-255

Existing Dpc to remain unaffected

NGL -425

Dpc Existing Foundations to Engineers inspection New Floating concrete staircase to New 85mm thick concrete specialist detail surface bed above Existing Treads: 300mm foundation to Engineers Risers: 170mm inspection. Additional reinforcing where required

-595

-510

Dpc Dpc FILL Surface bed 85mm thick concrete surface bed with Ref 193 New Foundations to Engineers detail steel mesh on damproof course layer on sand.

980 4510

MUSIC STUDIO

Timber slats as per specialist

Desk as per specialist -510

CUT Dpc

Dpc

FILL

New Foundations to Engineers detail

2520

7770 Dpc

CUT

Musical fittings as per specialist

Surface bed 120mm thick concrete surface bed with Ref 193 steel mesh on 50mm thick high density polystyrene on damproof course layer on sand

450x450mm Mentis Grating stormwater catchpit to engineers details.

110mmØ uPVC soil pipe min. 1:60 (max. 1:10) fall to sewer connection (To connect to Septic Tank as per specialist detail & specifications)

POOL PUMPS Pool pump & filters below. Specifications and water reticulation by pool specialist. backwash into garden as per specialist

110mmØ uPVC stack with 2way vent valve in access panel as per specialist

Specifications and water reticulation by pool specialist. Swimming pool reticulation pipes to pool pumps as indicated to pool specialist detail

Dpc

330x510mm concrete beam to Engineers detail New Foundations to Engineers detail

NGL

Landscaping as per specialist

NGL

LOT 194,104 Glen drive,Zinkwazi Beach,Kwadukuza Municipality

2.0m high Boundary wall from NGL. 330mm brick wall as per Engineers details & specifications. Plastered & painted

2750

2920

U/s slab @ 3005mm afsl Tiles

700

-170

2740

2240

2720

U/s ceiling @ 2550mm afsl Non Slip Tiles

Screed to slope 1% towards catchpit

3530

3005

U/s slab plastered /rhinolited and painted

U/s slab @ 3005mm afsl Non Slip Tiles

Louvre fixed screen on subframe to specialist detail

3260

Dpc

150x150 CFLC steel gutters to Engineers detail & specifications

510

New 340mm concrete slab to Engineers detail Dpc

1010

1139

2750

2240

Ottoman by specialist

510

New Shelves by specialist

2125

New wc

2380

Aircon by Specialist

W 15.

POOL PUMP ROOM

EXISTING PORCH

Existing surface bed to Existing Dpc to Engineers inspection remain unaffected

2660

1530

2520

U/s Ceiling to Rafter Engineered Timber

990 270 340

510

5270

Existing Dpc to remain unaffected

2950

3530 7260

2720 2550

2240

1590

Planter-no concrete Waterproofing as per specialist Existing Foundations to Engineers inspection

U/s Ceiling to Rafter Engineered Timber

Roof fascia board as per specialist specifications as per manufacturer.

LOUVRE SCREEN 3

Vertical Dpc

Landscaping as per specialist

U/s slab @ 2295mm afsl U/s ceiling @ 2550mm afsl Non Slip Tiles Tiles Existing Door Existing walls to to remain remain unaffected unaffected 0 -170

MAIN BEDROOM

MAIN BATHROOM

330x330mm concrete column to Engineers detail

595

Vertical Dpc

NGL

Vertical Dpc

0

EXISTING DOUBLE GARAGE

Timber slats as per specialist

Bulkhead and ceiling as per specialist

340

Landscaping as per specialist

2.0m high Boundary wall from NGL.220mm brick wall & clearvu fence above to Engineers details & specifications.

EXISTING PORCH

New whb

6277

Dpc

Lighting fixtures as per specialist

Glass enclosure & door by specialist

New vanity as per specialit 2750

330x510mm concrete beam to Engineers detail

Existing Window to remain unaffected

1590

2.0m high Boundary wall from NGL.220mm brick wall as per Engineers details & specifications. Plastered & painted

GROUND STOREY

2860

2520

Rainwater drainage chain as per specialist

50mmØ waste pipes to be laid in slab as per specialist

Existing Roof and structure to Engineers inspection

170

New 170mm concrete slab to Engineers detail

New steel sheet window surround to specialist detail

3300

2750 510

2550

2410

5270

FIRST STOREY

New Steel sheet surround panel as per specialist

Existing parapet wall to remain unaffected. Existing waterproofing to specialist inspection

New Concrete lintels @ 2950mm afsl

W 15

Ceiling to underside of rafters 150mm Mineral fibre insulation between rafters

W 17

220mm brick walls to Engineers detail

Planter- concrete below Waterproofing as per specialist Green square modular plastic tray planter boxes as per specialist. Irrigation system required to be confirmed by specialist Polystyrene infill below plastic modular panter boxes

100

Dpc

150x150 CFLC steel gutters to Engineers detail & specifications

Existing concrete slab to Engineers inspection additional waterproofing where required

5270

6277Ceiling to underside of rafters 150mm Mineral fibre insulation between rafters

Roof fascia board as per specialist specifications as per manufacturer.

Existing rainwater Rwdp & gutters to remain unaffected

WALL PLATE

W 15

340255

980

7260

New Proposed Residence for (ANDILE ZULU)

New Foundations to Engineers detail Galvanized 3mm aluminium panels on 50x50mm SHS sub-frame. waterproofing by specialsit

T +27 (0)67 296 4386 E levizdesignz@outlook.com www.levizdesigns.com

New Foundations to Engineers detail

Project status:

WORKING DRAWINGS

SECTION C-C & D-D

Issue date:

1/6/2023 3:29:17 AM

Clients Signature Engineers Signature & Reg No. Architect Signature & Reg No. Scale:

1 : 50

Project number:

P10 Drawn by:

Checked by:

Drawing number:

DO

JW

WD 302

REV

GENERAL NOTES: •

WALL LEGEND: NEW BRICK WALLS

NEW CONCRETE WALLS - CLASS 1

All dimensions and levels to be verified on site, prior to the commencement of setting out ,working drawings or conctruction drawings are not to be scaled. Figured dimensions only are to be used. Any discrepancies, errors and omissions are to be reported to the Architect immeditely before commencing with any work. All shop drawings are to be submitted for designer's approval prior to manufacturign and installation. All work is to be in strict accordancen with the by-laws and regulations of the local authority. Where required, architects drawings are to be read in conjunction with engineers drawings. Copyright and right of reproduction of this drawing or any part thereof is reserved and remains with the architect. All structural concrete,brick work ,steel works and timber works are to the engineers specification & details. All timber to be grade 6/7 - section 1&2 All roof timber trusses to be as per the National building Regulations. Glazing to be as per the National building Regulations. Addional requirements recommended by supplier to be discussed with Archiect & Cient.

• • • •

NEW DRYWALLS

595

Vertical Dpc

Landscaping as per specialist

-595

0

Existing Gulley behind

Dpc Dpc New Foundations Existing Foundations to to Engineers detail Engineers inspection

Existing Dpc to remain unaffected

Existing surface bed to Engineers inspection

110mmØ uPVC soil pipe min. 1:60 (max. 1:10) fall to sewer connection (To connect to Septic Tank as per specialist detail & specifications)

Existing Existing Wc bath

Existing Wc

Existing Dpc to remain unaffected

Dpc

Existing Foundations to Engineers inspection

New steel sheet window surround to specialist detail

45 °

Glass enclosure & door by specialist

340

2750

New 340mm concrete slab to Engineers detail 170

U/s slab plastered /rhinolited and painted New Concrete lintels @ 2665mm afsl

2520

50mmØ waste pipes to be laid in slab as per specialist

2580

Planter- concrete below Waterproofing as per specialist

2750

Dpc

5270

New wc

Green square modular plastic tray planter boxes as per specialist. Irrigation system required to be confirmed by specialist Polystyrene infill below plastic modular panter boxes

1590 2240

DOUBLE GARAGE

2240

2840

2670

D 1

U/s slab @ 2835mm afsl Tiles 330x330mm concrete column to Engineers detail -425

Landscaping as per specialist -255 -510

330x510mm concrete beam to Engineers detail

2840

2670

2750

W 9

Revision Description

110mmØ uPVC soil pipes min. 1:60 (max. 1:10) concealed in ceiling below concrete slab

510

New vanity as per specialist

2520

New whb

170 170 170

New whb

Revision Revision Number Date

Vertical creepers as per landscaping specialist New steel sheet window surround to specialist detail

D 9

2125

U/s Ceiling to Rafter Tiles Aircon by Specialist

Revision Schedule

50x150mm timber rafters to Engineers specifications.Waterproofing by specialsit

170 170 260

340

510

New B.I.C by specialist

Timber slats as per specialist

1280 510

Dpc

New Concrete lintels @ 2380mm afsl

BEDROOM 2

150x150 CFLC steel gutters to Engineers detail & specifications

Bulkhead and ceiling as per specialist 2720

W 1

2130

170 300

2380

2930

1960

2380 2750

Dpc

Surface bed Dpc 120mm thick concrete Dpc surface bed with Ref 193 steel mesh on 50mm thick high density polystyrene on damproof course layer on New Foundations sand to Engineers detail

New opening in existing wall to Engineers detail Lintel height @ 2720mm.Existing window to be removed

Existing 110mmØ uPVC soil pipe min. 1:60 (max. 1:10) to remain unaffected (To connect to Septic Tank as per specialist detail & specifications)

2580

2550

D 3

U/s Ceiling to Rafter 8 Tiles

2750

Dpc 13 12 11 NEW STAIRCASE LOBBY 10 U/s slab @ 2720mm afsl 9 8 Tiles D 7 6 3 New Floating concrete staircase to specialist detail 5 4 Treads: 300mm 3 Risers: 170mm 2 1 -170

2550

U/s ceiling @ 2550mm afsl Tiles Existing Whb

NGL

Existing Foundations to Engineers inspection

Surface bed 85mm thick concrete surface bed with Ref 193 steel mesh on damproof course layer on sand.

170

20°

U/s ceiling @ 2550mm afsl U/s ceiling @ 2550mm afsl Tiles Tiles Existing Window to remain unaffected Existing B.I.C Existing Window to remain to remain unaffected 0 unaffected

Existing walls to remain unaffected

Existing Dpc to Existing surface bed to remain unaffected Engineers inspection

EXISTING BATHROOM

Dpc

•

Concrete Roof Tiles (101m2) Concrete Roof Tiles as per specialist @ 20° & 45°.On 75x50mm purlins to Engineers detail. on 50x150mm timber rafters to Engineers specifications. Waterproofing by specialist Roof fascia board as per specialist specifications as per manufacturer.

Ceiling to underside of rafters 150mm Mineral fibre insulation between rafters Lighting fixtures as per specialist

Dpc

PASSAGE 1 D

20°

• •

New 170mm concrete slab to Engineers detail U/s slab plastered /rhinolited and painted Rainwater drainage chain as per specialist Galvanized 3mm aluminium panels on 50x50mm SHS sub-frame. waterproofing by specialsit

85

220mm brick wall retaining wall to Engineers detail

GROUND STOREY

New Foundations to Engineers detail

U/s ceiling @ 2550mm afsl Tiles

EXISTING DINING ROOM

New 170mm concrete slab to Engineers detail

340

330x330mm concrete column to Engineers detail -170

Dpc

EXISTING DOUBLE GARAGE

EXISTING KITCHEN

Roof fascia board as per specialist specifications as per manufacturer.

16 150x150 CFLC steel 15 gutters to 14 Engineers detail & specifications

Dpc

5311

W 14

20°

5765

W 15

Dpc

17

170

2240

2.0m high Boundary wall from NGL.220mm brick wall as per Engineers details & specifications. Plastered & painted

18

2550

Existing Door to remain unaffected

1590

110mmØ uPVC stack with 2way vent valve in access panel as per specialist

Existing parapet wall to remain unaffected. Existing waterproofing to specialist inspection

Existing Roof and structure to Engineers inspection

2550

1890

220mm brick wall retaining wall to Engineers detail

NGL

Existing parapet wall to remain unaffected.1 Existing waterproofing to specialist inspection WD 501

PASSAGE 1 BEHIND

5130

2550

5310

W 23

W 18

MAIN BATHROOM BEHIND

510

FIRST STOREY

Planter-concrete below Waterproofing as per specialist

7430

1000

2750

New Steel sheet surround panel as per specialist

4875

20°

5101

New 170mm concrete slab to Engineers detail

170

New wc behind

7860

330x510mm concrete beam to Engineers detail

1350

2950

Vertical creepers as per landscaping specialist

0

W 17

4510

New steel sheet window surround to specialist detail

150x150 CFLC steel gutters to Engineers detail & specifications

5310 180

600

WALL PLATE

45°

1950

150x150 CFLC steel gutters to Engineers detail & specifications

Concrete Roof Tiles (16m2) Concrete Roof Tiles as per specialist @ 20° & 45°.On 75x50mm purlins to Engineers detail. on 50x150mm timber rafters to Engineers specifications. Waterproofing by specialist 45°

W 15

Roof fascia board as per specialist specifications as per manufacturer.

Concrete Roof Tiles (53m2) Concrete Roof Tiles as per specialist @ 20° & 45°.On 75x50mm purlins to Engineers detail. on 50x150mm timber rafters to Engineers specifications. Waterproofing by specialist

Solar installation & reticulation by registered specialist to comply with SANS standards, roof loading to be confirmed with Engineer

23°

6277

50x150mm timber rafters to Engineers specifications.Waterproofing by specialsit

° 45

7260

50x150mm timber rafters to Engineers specifications.Waterproofing by specialsit

1990

Roof pebbles as per specialist Waterproofing by specialist

ROOF LEVEL

Please note: Plastering All external plaster to be Perlite as per the manufacturer’s specification. All internal plaster to be two coat plaster finished perfectly smooth and hard, with steel reinforced corners.

PV Panels as per specialist (Not visible from street)

Concrete roof (2m²) 170mm concrete roof to Engineers details at 2% fall towards rainwater outlets. Waterproofing by specialist

Solar installation & reticulation by registered specialist to comply with SANS standards, roof loading to be confirmed with Engineer

50x150mm timber rafters to Engineers specifications.Waterproofing by specialsit

• •

PV Panels as per specialist (Not visible from street)

5270

•

EXISTING WALLS

Concrete Roof Tiles (73m2) Concrete Roof Tiles as per specialist @ 20° & 45°.On 75x50mm purlins to Engineers detail. on 50x150mm timber rafters to Engineers specifications. Waterproofing by specialist

STAMPS:

Dpc

Surface bed FILL 120mm thick concrete surface bed with Ref 193 steel mesh on 50mm thick high density polystyrene on damproof course layer on sand SOAK PIT Below to remain unaffected

FILL

New Foundations to Engineers detail

Dpc

Landscaping as per specialist

New Foundations to Engineers detail

New Foundations to Engineers detail 110mmØ uPVC stack with 2way vent valve in access panel as per specialist

Galvanized 3mm aluminium panels on 50x50mm SHS sub-frame. waterproofing by specialsit

SEPTIC TANK BELOW (To remain unaffected) Additional fittings & requirements as per specialist

AREA SCHEDULE: EXISTING NEW WORK TOTALS:

110mmØ uPVC soil pipe min. 1:60 (max. 1:10) fall to sewer connection (To connect to Septic Tank as per specialist detail & specifications)

Surface bed 85mm thick concrete surface bed with Ref 193 steel mesh on damproof course layer on sand.

EXISTING NEW WORK TOTALS:

BASEMENT

G.FLOOR

1st FLOOR

2nd FLOOR

3rd FLOOR 4th FLOOR

COVERAGE F.A.R. TOTAL AREAS:

SECTION E-E SCALE 1 : 50

Ceiling to underside of rafters 150mm Mineral fibre insulation between rafters

New Foundations to Engineers detail Existing 110mmØ outlet pipe to soak pit to remain unaffected SOAK PIT Below to remain unaffected

110mmØ uPVC soil pipe min. 1:60 (max. 1:10) fall to sewer connection (To connect to Septic Tank as per specialist detail & specifications)

Timber decking as per specialist specifications as per manufacturer. Precast Rectangular Column with Multi Layer Corbels to Engineers detail

SEPTIC TANK BELOW (To remain unaffected) Additional fittings & requirements as per specialist

Galvanized 50x50mm SHS panels. waterproofing by specialsit Existing 110mmØ uPVC soil pipe min. 1:60 (max. 1:10) to remain unaffected (To connect to Septic Tank as per specialist detail & specifications)

-425

-255

FILL

Dpc

Deep end 1800mm deep

Swimming pool - 74m 2

Dpc Dpc

New Foundations to Engineers detail

Surface bed to Engineers detail at 5o slope to be confirmed on site. Surface bed 220mm thick concrete surface bed with Ref 193 steel mesh on damproof course layer on sand

Swimming pool pumps & filters. Specifications and water reticulation by pool specialist. Backwash to garden

1990

45°

-1040

Dpc

New Tv unit by specialist

-530 -700 -870

Dpc

New Foundations to Engineers detail

New concrete stairs to Engineers detail Treads:300mm Risers:170mm

MUSIC STUDIO

4510 7860

330x510mm concrete beam to Engineers detail New 170mm concrete slab to Engineers detail

NGL

Dpc

New Foundations to Engineers detail Surface bed 120mm thick concrete surface bed with Ref 193 steel mesh on damproof course layer on sand New Steel sheet surround panels as per specialist

Dpc

956

2240

U/s slab @ 3005mm afsl Tiles Aircon by Specialist CUT Desk as per specialist -510

Dpc

2750

510

260 340

2580

LOT 194,104 Glen drive,Zinkwazi Beach,Kwadukuza Municipality

Planter- concrete below Waterproofing as per specialist Green square modular plastic tray planter boxes as per specialist. Irrigation system required to be confirmed by specialist Polystyrene infill below plastic modular panter boxes NGL

510

7770

990

New wc

Dpc U/s slab plastered Dpc /rhinolited and painted

W 6

-595

Rainwater drainage chain as per specialist Vertical creepers as per landscaping specialist

2520

4510 340

20°

EXISTING SCULLERY BEHIND

Swimming pool safety to comply with SANS 10400d CL.44 Swimming pool to be built by contractor to Engineer's detail, fittings, reticulation and waterproofing & finish as per specialist - confirm prior to installation. 5°

Dpc U/s slab plastered /rhinolited and painted

-510

New whb

150x150 CFLC steel gutters to Engineers detail & specifications

50x150mm timber rafters to Engineers specifications.Waterproofing by specialsit

2750 Ottoman by specialist

New Concrete lintels @ 2125mm afsl

330x330mm concrete column to Engineers detail

Shallow end 510mm deep -1210 -1380 -1550

New whb

Bulkhead and ceiling as per specialist

330x510mm concrete beam to Engineers detail

NGL

Aircon by Specialist

2750

2240

Waterproofing as per specialist

330x330mm concrete column to Engineers detail Existing Rwdp to remain unaffected

Existing Window to remain unaffected

U/s Ceiling to Rafter Engineered Timber

Timber slats as per specialist

-595 Dpc

U/s slab plastered /rhinolited and painted 110mmØ uPVC stack with 2way vent valve in access panel as per specialist

D 2

110mmØ uPVC soil pipe min. 1:60 (max. 1:10) fall to sewer connection.(To connect to Septic Tank as per specialist detail & specifications)

595

-170

Existing Existing wc behind whb behind

Precast Rectangular Column with Multi Layer Corbels to Engineers detail

MAIN BEDROOM

Timber slats as per specialist

-255

Existing wc behind

W 4

510

D 3

170

W 3

2240

EXTERNAL POOL DECK Open Timber Decking

Existing Window to remain unaffected

330x510mm concrete beam to Engineers detail

Lighting fixtures as per specialist

2750

Bulkhead and ceiling as per specialist

Solar installation & reticulation by registered specialist to comply with SANS standards, roof loading to be confirmed with Engineer

Dpc

New Foundations to Engineers detail Surface bed 120mm thick concrete surface bed with Ref 193 steel mesh on 50mm thick high density polystyrene on damproof course layer on sand

Vertical Dpc

Timber decking as per specialist specifications as per manufacturer.

Landscaping as per specialist

Planter- concrete below Wood fire place to specialist Waterproofing as per specialist detail and interiors position. Flue/ 2750 Green square modular plastic tray planter boxes as extraction as per specialist per specialist. Irrigation system required to be 2750 confirmed by specialist Polystyrene infill below plastic Bulkhead and ceiling as per specialist modular panter boxes

1040

Dpc FILL

Open Timber Decking -255

D 2

50mmØ waste pipes to be laid in slab as per specialist 3675

New 170mm concrete slab to Engineers detail

PV Panels as per specialist (Not visible from street)

Ceiling to underside of rafters 150mm Mineral fibre insulation between rafters 5130

New Proposed Residence for (ANDILE ZULU)

Ceiling to underside of rafters 150mm Mineral fibre insulation between rafters

W 15

3010

2410

New Steel sheet surround panels as per specialist

255

EXTERNAL POOL DECK

4510 2750

Concrete Roof Tiles (73m2) Concrete Roof Tiles as per specialist @ 20° & 45°.On 75x50mm purlins to Engineers detail. on 50x150mm timber rafters to Engineers specifications. Waterproofing by specialist

650

2750

7770

2750

Roof fascia board as per specialist specifications as per manufacturer.

W 20

D 12

PASSAGE 1 BEHIND

510

Wood fire place to specialist detail and interiors position. Flue/ extraction as per specialist

2500

D 1

4510

45°

PASSAGE 1 BEHIND

U/s slab plastered /rhinolited and painted Bulkhead and ceiling as per specialist 330x510mm concrete beam to Engineers detail

Concrete Roof Tiles (53m2) Concrete Roof Tiles as per specialist @ 20° & 45°.On 75x50mm purlins to Engineers detail. on 50x150mm timber rafters to Engineers specifications. Waterproofing by specialist

W 19

510

170 340

W 22

170 340

170 2750

20°

1960

Roof pebbles as per specialist Waterproofing by specialist

Louvre fixed screen on subframe to specialist detail 2380

2380 270 340

150x150 CFLC steel gutters to Engineers detail & specifications

510

1950 180

4510 2240

50x150mm timber rafters to Engineers specifications.Waterproofing by specialsit

2060

New Steel sheet surround panel as per specialist Landscaping as per specialist

2380

4510

Golf Putting Green Landscaping as per specialist

150x150 CFLC steel gutters to Engineers detail & specifications

1890

New Foundations to Engineers detail

Landscaping above as per specialist

W 8

2750

2665

Concrete roof (2m²) 170mm concrete roof to Engineers details at 2% fall towards rainwater outlets. Waterproofing by specialist Roof pebbles as per specialist Waterproofing by specialist

Pool walls waterproofing as per specialist

110mmØ uPVC soil pipe min. 1:60 (max. 1:10) fall to sewer connection.(To connect to Septic Tank as per specialist detail & specifications)

Dpc

2437

2240

Precast Rectangular Column with Multi Layer Corbels to Engineers detail -255

2.0m high Boundary wall from NGL.220mm brick wall as per GROUND STOREY Engineers details & specifications. 0 Plastered & painted NGL

Timber slats as per specialist

U/s Ceiling to Rafter Tiles Aircon by Specialist

2750

Bulkhead and ceiling as per specialist 956

W 13

Concrete Roof Tiles (9m2) Concrete Roof Tiles as per specialist @ 20° & 45°.On 75x50mm purlins to Engineers detail. on 50x150mm timber rafters to Engineers specifications. Waterproofing by specialist

LOUVRE SCREEN 1

PYJAMA LOUNGE

2240

Rainwater drainage chain as per specialist 110mmØ uPVC stack with 2way vent valve in access panel as per specialist

D 5

Wood fire place to specialist detail and interiors position

280

110mmØ uPVC soil pipes min. 1:60 (max. 1:10) concealed in ceiling below concrete slab

255

2550

Timber decking as per specialist specifications as per manufacturer.

2665

510

FIRST STOREY

2750

New wc 3265 New whb New whb behind behind behind

7515

2750

330x510mm concrete beam to Engineers detail

Open Timber Decking

600

50mmØ waste pipes to be laid in slab as per specialist

BALCONY 1

2830

7260

New steel sheet window surround to specialist detail

2950

Vertical creepers as per landscaping specialist

BATHROOM 1 BEHIND

5311

260

W 10.

228 85

50x150mm timber rafters to Engineers specifications.Waterproofing by specialsit

2160

5270

BEDROOM 1 BEHIND

5311

2400

WALL PLATE

170 500

Rainwater drainage chain as per specialist

W 15

510

150x150 CFLC steel gutters to Engineers detail & specifications

1959

1560

W 25

171

7260

1460

ROOF LEVEL

Concrete Roof Tiles (23m2) Concrete Roof Tiles as per specialist @ 20° & 45°.On 75x50mm purlins to Engineers detail. on 50x150mm timber rafters to Engineers specifications. Waterproofing by specialist

20°

Solar installation & reticulation by registered specialist to comply with SANS standards, roof loading to be confirmed with Engineer

2240

Concrete Roof Tiles (101m2) Concrete Roof Tiles as per specialist @ 20° & 45°.On 75x50mm purlins to Engineers detail. on 50x150mm timber rafters to Engineers specifications. Waterproofing by specialist

5020

PV Panels as per specialist (Not visible from street)

7260

Roof fascia board as per specialist specifications as per manufacturer.

2.0m high Boundary wall from NGL.220mm brick wall as per Engineers details & specifications. Plastered & painted

T +27 (0)67 296 4386 E levizdesignz@outlook.com www.levizdesigns.com

New Foundations to Engineers detail Surface bed 85mm thick concrete surface bed with Ref 193 steel mesh on damproof course layer on sand.

Project status:

WORKING DRAWINGS

SECTION E-E & F-F

Planter-no concrete Waterproofing as per specialist

Issue date:

1/6/2023 3:29:29 AM

Clients Signature

SECTION F-F SCALE 1 : 50

Engineers Signature & Reg No. Architect Signature & Reg No. Scale:

1 : 50

Project number:

P10 Drawn by:

Checked by:

Drawing number:

DO

JW

WD 303

REV

GENERAL NOTES:

Planter-no concrete Waterproofing as per specialist

510

Dpc

430

0

Landscaping as per specialist

Dpc

W 24

-425 -415 FILL

New Foundations to Engineers detail

7770 510

170 170 170

255

D 1

956

Planter- concrete below Waterproofing as per specialist

D 2

New 170mm concrete slab to Engineers detail

Water feature - 6m 2 -170

Surface bed Dpc FILL Dpc 120mm thick concrete surface bed with Ref 193 steel mesh on 50mm thick high density New Foundations polystyrene on damproof course layer on sand to Engineers detail

-510 FILL

-680

Waterproofing as per specialist Dpc

Dpc

FILL Dpc

New Foundations to Engineers detail Surface bed 85mm thick concrete surface bed with Ref 193 steel mesh on damproof course layer on sand.

SECTION H-H SCALE 1 : 50

FIRST STOREY

340 3010

830 1300

830

2750

New 340mm concrete slab to Engineers detail

2580

330x510mm concrete beam to Engineers detail

Revision Schedule

U/s slab plastered /rhinolited and painted

Existing door to remain unaffected

New 170mm concrete slab to Engineers detail 956

D 2

EXISTING SCULLERY BEHIND 2 1

-255

-425

956

Plaster & Painted

Surface bed 120mm thick concrete surface bed with Ref 193 steel mesh on damproof course layer on sand.

FILL

Revision Revision Number Date

2.0m high Boundary wall from NGL.220mm brick wall & clearvu fence above to Engineers details & specifications. NGL

0

CUT

-595

Dpc New Foundations to Engineers detail

New Floating concrete staircase to specialist detail Treads: 300mm Risers: 170mm 110mmØ uPVC soil pipe min. 1:60 (max. 1:10) fall to sewer connection.(To connect to Septic Tank as per specialist detail & specifications)

20-25mm Smooth washed stone ballast on bidm-non-woven polyester fleece layer drainage sheet. 80mm Isover polystyrene thermal insulationon derbigum SP4 waterproofing sealed to primed surface to falls by torhc-fusion. All to be installed according to speciaslit detail and specifiacations and approved derbigum contractor. On 170mm reinfocred concrete slab with min 25mm screed with 2% min fall as per Engineer.

AREA SCHEDULE: EXISTING NEW WORK TOTALS: EXISTING NEW WORK TOTALS:

Planter- concrete below Landscaping as per specialist Waterproofing as per specialist Green square modular plastic tray planter boxes as per specialist. Irrigation system required to be confirmed by specialist

Existing Window to remain unaffected

EXISTING BEDROOM 2

Galvanized 50x50mm SHS panels. waterproofing by specialsit

Existing surface bed to Engineers inspection

Existing Foundations to Engineers inspection

Derbigum SP4 waterproofing sealed to primed surface to falls by torhc-fusion GROUND STOREY

Green square modular plastic tray planter boxes as per specialist. Irrigation system required to be confirmed by specialist

510

340

Derbigum SP4 waterproofing sealed to primed surface to falls by torhc-fusion

2410

330x510mm concrete beam to Engineers detail

Screed to slope 1% towards rainwater outlet chain

Suspended ceiling as per specialist

New 170mm concrete slab to Engineers detail

3rd FLOOR 4th FLOOR

5270

150x150 CFLC steel gutters to Engineers detail & specifications

New 170mm concrete slab to Engineers detail

Flooring Systems Hybrid Pedestals Adjustable Pedestals with PVC as per specialist

50x150mm timber rafters to Engineers specifications.Waterproofing by specialist

W 23

New Proposed Residence for (ANDILE ZULU)

LOT 194,104 Glen drive,Zinkwazi Beach,Kwadukuza Municipality

Rainwater chain as per speciaist details

330x510mm concrete beam to Engineers detail

170

Flooring Systems Hybrid Pedestals Adjustable Pedestals with PVC as per specialist

510

New window ontop of 50x50mm steel angle on waterproofing by specialist with 10 year guarantee 4333

TYPICAL PLANTER DETAIL - FF SCALE 1 : 10

Concrete Roof Tiles (23m2) Concrete Roof Tiles as per specialist @ 20° & 45°.On 75x50mm purlins to Engineers detail. on 50x150mm timber rafters to Engineers specifications. Waterproofing by specialist

Waterproofing centre hydroflex cementitious coating to be applied on wallls to manufacturer detail and specification.

Ceiling to underside of rafters 150mm Mineral fibre insulation between rafters

670

500

5299

New Steel sheet surround panels as per specialist

ROOF DETAIL - FF 1 SCALE 1 : 10

T +27 (0)67 296 4386 E levizdesignz@outlook.com www.levizdesigns.com

New 220mm Brick wall to Engineers detail Counterflashing as per specialist detail and specifications

Concrete Roof Tiles (16m 2) Concrete Roof Tiles as per specialist @ 20° & 45°.On 75x50mm purlins to Engineers detail. on 50x150mm timber rafters to Engineers specifications. Waterproofing by specialist

SECTION G-G, H-H & TECHNICAL DETAILS

Issue date:

1m high SANS approved glass balustrade (by specialist)

WORKING DRAWINGS

1/6/2023 3:29:44 AM

Clients Signature Engineers Signature & Reg No. Architect Signature & Reg No.

New 170mm concrete slab to Engineers detail Rainwater outlet (down) connecting to rainwater chain.To speciaist details

D 10

Project status:

150x150 CFLC steel gutters to Engineers detail & specifications

20-25mm Smooth washed stone ballast on bidm-nonwoven polyester fleece layer drainage sheet. 80mm Isover polystyrene thermal insulationon derbigum SP4 waterproofing sealed to primed surface to falls by torhcfusion. All to be installed according to speciaslit detail and specifiacations and approved derbigum contractor. On 170mm reinfocred concrete slab with min 25mm screed with 2% min fall as per Engineer.

304x76mm timber beam to Engineers detail

304

Flashing & Counterflasing/ waterproofing by specialist with 10 year guarantee

170

2550

2nd FLOOR

1100

Green square modular plastic tray planter boxes as per specialist. Irrigation system required to be confirmed by specialist

FIRST STOREY

1st FLOOR

5301

800

Planter- concrete below Landscaping as per specialist Waterproofing as per specialist

Derbigum SP4 waterproofing sealed to primed surface to falls by torhc-fusion

G.FLOOR

WALL PLATE

0

Surface bed 170mm thick concrete surface bed with Ref 193 steel mesh on damproof course layer on sand.

Planter- concrete below Landscaping as per specialist Waterproofing as per specialist

2750

BASEMENT

COVERAGE F.A.R. TOTAL AREAS:

New window ontop of 50x50mm steel angle on waterproofing by specialist with 10 year guarantee

2750

Revision Description

GROUND STOREY

NGL

-595

FIRST STOREY 2550

Bulkhead and ceiling as per specialist

330x330mm concrete column to Engineers detail

• • •

Planter- concrete below Waterproofing as per specialist Green square modular plastic tray planter boxes as per specialist. Irrigation system required to be confirmed by specialist

2750

•

5270

Rainwater drainage chain as per specialist 7860

990

New B.I.C by specialist

Timber slats as per specialist

1330

4510

7860

2380 7860

2350

1960 170

4510

390 930 260 340

New whb

New Shwr

WALL PLATE

Vertical creepers as per landscaping specialist

D 11

Aircon by Specialist New vanity as per specialist

50x150mm timber rafters to Engineers specifications. waterproofing by specialist New Concrete lintels @ 2380mm afsl New steel sheet window surround to specialist detail

2550

U/s ceiling @ 2550mm afsl Tiles Stainless steel water spillover by specialist 0

U/s slab plastered /rhinolited and painted

Surface bed 120mm thick concrete surface bed with Ref 193 steel mesh on damproof course layer on sand.

2750

U/s Ceiling to Rafter Engineered Timber

•

5270

1m high SANS approved glass balustrade (by specialist)

Green square modular plastic tray planter boxes as per specialist. Irrigation system required to be confirmed by specialist Polystyrene infill below plastic modular panter boxes

2750

U/s slab @ 2835mm afsl Tiles

WALL PLATE

Ceiling to underside of rafters 150mm Mineral fibre insulation between rafters

330x510mm concrete beam to Engineers detail 2750

3180

DOUBLE GARAGE

2580

Bulkhead and ceiling as per specialist

Dpc

2750

FILL

W 17

MAIN BEDROOM

•

7260

150x150 CFLC steel gutters to Engineers detail & specifications

7685

U/s slab plastered /rhinolited and painted

Dpc

4510

4595 1350 2350 1000

7690

Dpc

85

U/s slab plastered /rhinolited and painted

New 340mm concrete slab to Engineers detail

Open Non Slip Tiles 2665 2580

Dpc

CUT

Existing gulley to remain unaffected

Dpc

•

ROOF LEVEL

50x150mm timber rafters to Engineers specifications.Waterproofing by specialsit

Timber slats as per specialist

GROUND STOREY

D 2

W 12

NGL

-595

Existing 110mmØ uPVC soil pipe min. 1:60 (max. 1:10) to remain unaffected (To connect to Septic Tank as per specialist detail & specifications)

Vertical creepers as per landscaping specialist

BALCONY 2

2835

New 170mm concrete slab to Engineers detail

956

2240

Polystyrene infill below plastic modular panter boxes 330x510mm concrete beam to Engineers detail

2380

2125 2580

Aircon by Specialist 2750

340 255

2750

U/s Ceiling to Rafter Tiles

Dpc

Timber slats as per specialist

170 170 170

2550

510

Planter- concrete below Waterproofing as per specialist Green square modular plastic tray planter boxes as per specialist. Irrigation system required to be confirmed by specialist

BEDROOM 2

W 11.

50x150mm timber rafters to Engineers specifications.Waterproofing by specialsit

FIRST STOREY

567

4510

Vertical creepers as per landscaping specialist

2835

New steel sheet window surround to specialist detail

W 9.

Lighting fixtures as per specialist

7260

220mm brick walls to Engineers detail

4510

5270

Dpc

600

Ceiling to underside of rafters 150mm Mineral fibre insulation between rafters

New Concrete lintels @ 2380mm afsl

WALL PLATE

5698

EXISTING DINING ROOM BEHIND

New Steel sheet surround panels as per specialist

2550

150x150 CFLC steel gutters to Engineers detail & specifications

W 25

1990

Planter-no concrete Waterproofing as per specialist

Concrete Roof Tiles (73m2) Concrete Roof Tiles as per specialist @ 20° & 45°.On 75x50mm purlins to Engineers detail. on 50x150mm timber rafters to Engineers specifications. Waterproofing by specialist PV Panels as per specialist (Not visible from street) Solar installation & reticulation by registered specialist to comply with SANS standards, roof loading to be confirmed with Engineer

2130

5698

1563

Roof fascia board as per specialist specifications as per manufacturer.

6427

330x330mm concrete column to Engineers detail

EXISTING BATHROOM BEHIND

-170

Roof fascia board as per specialist specifications as per manufacturer.

ROOF LEVEL 7260

330x330mm concrete column to Engineers detail

3350

Existing Existing Existing whb behind wc behind wc behind

D 10

Existing Window to remain unaffected

Bulkhead and ceiling as per specialist

Existing 110mmØ uPVC soil pipe min. 1:60 (max. 1:10) to remain unaffected (To connect to Septic Tank as per specialist detail & specifications)

Galvanized 3mm aluminum panels on 50x50mm SHS sub-frame. waterproofing by specialist

2750

2410

2125

D 3

New Concrete lintels @ 2380mm afsl

1200

1959 2240 100 285 380

Planter-no concrete Waterproofing as per specialist

Aircon by Specialist

U/s slab plastered /rhinolited and painted

New Concrete lintels @ 2125mm afsl

Surface bed New Foundations 120mm thick concrete surface bed to Engineers detail with Ref 193 steel mesh on 50mm thick high density polystyrene on damproof course layer on sand

New Steel sheet surround panel as per specialist

SCALE 1 : 50

7430

2720

Dpc

New Foundations to Engineers detail

110mmØ uPVC soil pipe min. 1:60 (max. 1:10) fall to sewer connection.(To connect to Septic Tank as per specialist detail & specifications)

341

170 300 400

4540 FILL

Plaster & Painted

U/s Ceiling to Rafter Tiles

New 340mm concrete slab to Engineers detail

Aircon by Specialist

FILL

3675

330x510mm concrete beam to Engineers detail

2750

U/s slab @ 2720mm afsl Tiles

FILL

PASSAGE 1

Dpc

20°

470

New Steel sheet surround panel as per specialist

2720

W 18

Dpc

7260

•

300

New Foundations to Engineers detail

New Steel sheet surround panels as per specialist

220X400mm concrete beam to Engineers detail

New Floating concrete staircase to specialist detail Treads: 300mm Risers: 170mm

-510

4875

ROOF LEVEL

170

Surface bed 120mm thick concrete surface bed with Ref 193 steel mesh on damproof course layer on sand.

FILL

956

Lighting fixtures as per specialist

4333 304x76mm timber beam to Engineers detail

5300

5701 Glass enclosure & door by specialist

All dimensions and levels to be verified on site, prior to the commencement of setting out ,working drawings or conctruction drawings are not to be scaled. Figured dimensions only are to be used. Any discrepancies, errors and omissions are to be reported to the Architect immeditely before commencing with any work. All shop drawings are to be submitted for designer's approval prior to manufacturign and installation. All work is to be in strict accordancen with the by-laws and regulations of the local authority. Where required, architects drawings are to be read in conjunction with engineers drawings. Copyright and right of reproduction of this drawing or any part thereof is reserved and remains with the architect. All structural concrete,brick work ,steel works and timber works are to the engineers specification & details. All timber to be grade 6/7 - section 1&2 All roof timber trusses to be as per the National building Regulations. Glazing to be as per the National building Regulations. Addional requirements recommended by supplier to be discussed with Archiect & Cient.

• •

150x150 CFLC steel gutters to Engineers detail & specifications

600

Dpc

D 2

Dpc

NEW STAIRCASE LOBBY

Rainwater drainage Timber slats as per specialist chain as per specialist -510

1080

7770 2750

2750

U/s slab @ 2875mm afsl Non Slip Tiles

2950

Lighting fixtures as per specialist

Dpc

340

Landscaping as per specialist

4333

Vertical Dpc

NGL

2240

COVERED CAR PARKING

510

110mmØ uPVC stack with 2way vent valve in access panel as per specialist

D 1

5311

W 23

800

970

2750

New 340mm concrete slab to Engineers detail

2670

2410

D 2

Dpc

300

2380

W 13

U/s slab plastered /rhinolited and painted 330x510mm concrete beam to Engineers detail Bulkhead and ceiling as per specialist 956

1960

1960 170

170 Dpc

2560

Timber slats as per specialist

New B.I.C by specialist

5311

170 340

260 340

1030

7770

New Steel sheet surround panels as per specialist

6277

2380

Ceiling to underside of rafters 150mm Mineral fibre insulation between rafters

20°

510

Ceiling to underside of rafters 150mm Mineral fibre insulation between rafters

W 15

2240

New 170mm concrete slab to Engineers detail

1560

50x150mm timber rafters to Engineers specifications. waterproofing by specialist

•

Concrete Roof Tiles (73m2) Concrete Roof Tiles as per specialist @ 20° & 45°.On 75x50mm purlins to Engineers detail. on 50x150mm timber rafters to Engineers specifications. Waterproofing by specialist

1950

220mm Brick wall to Engineers detail. Waterproofing as per specialist

1000

150x150 CFLC steel gutters to Engineers detail & specifications

510

Roof pebbles as per specialist Waterproofing by specialist

2840

New 170mm concrete slab to Engineers detail

7860

Ceiling to underside of rafters 150mm Mineral fibre insulation between rafters

45 °

150x150 CFLC steel gutters to Engineers detail & specifications

510

45 °

1990 2520

New vanity as per specialist 2750

1590

2.0m high Boundary wall from NGL.220mm brick wall & clearvu fence above to Engineers details & specifications.

SECTION G-G

BEDROOM 1

U/s Ceiling to Rafter Tiles Aircon by Specialist New whb New whb

340

2580

510

Rainwater drainage chain as per specialist

0

7260

330x510mm concrete beam to Engineers detail U/s slab plastered /rhinolited and painted

GROUND STOREY

2750

2240

2550

Planter- concrete below Waterproofing as per specialist Green square modular plastic tray planter boxes as per specialist. Irrigation system required to be confirmed by specialist

Roof pebbles as per specialist Waterproofing by specialist

Dpc

Mirror as per specialist

Timber slats as per specialist

50mmØ waste pipes to be laid in slab as per specialist

20°

Lighting fixtures as per specialist

Glass enclosure & door by specialist

Vertical creepers as per landscaping specialist

FIRST STOREY

6427

20°

Dpc 4510

5270

° 45

150x150 CFLC steel gutters to Engineers detail & specifications

50x150mm timber rafters to Engineers specifications. waterproofing by specialist Rainwater drainage chain as per specialist New steel sheet window surround to specialist detail

Roof fascia board as per specialist specifications as per manufacturer.

° 45

ROOF LEVEL

WALL PLATE

50x150mm timber rafters to Engineers specifications. waterproofing by specialist

Solar installation & reticulation by registered specialist to comply with SANS standards, roof loading to be confirmed with Engineer

Vertical Dpc

Concrete Roof Tiles (101m2) Concrete Roof Tiles as per specialist @ 20° & 45°.On 75x50mm purlins to Engineers detail. on 50x150mm timber rafters to Engineers specifications. Waterproofing by specialist

7260

Ceiling to underside of rafters 150mm Mineral fibre insulation between rafters

PV Panels as per specialist (Not visible from street)

7430

50x150mm timber rafters to Engineers specifications. waterproofing by specialist

Please note: Plastering All external plaster to be Perlite as per the manufacturer’s specification. All internal plaster to be two coat plaster finished perfectly smooth and hard, with steel reinforced corners.

Green square modular plastic tray planter boxes as per specialist. Irrigation system required to be confirmed by specialist

STAMPS:

D 5

Scale:

ROOF DETAIL - FF 2 SCALE 1 : 5

As indicated

Project number:

P10

Drawn by:

Checked by:

Drawing number:

DO

JW

WD 304

REV

GENERAL NOTES: •

All dimensions and levels to be verified on site, prior to the commencement of setting out ,working drawings or conctruction drawings are not to be scaled. Figured dimensions only are to be used. Any discrepancies, errors and omissions are to be reported to the Architect immeditely before commencing with any work. All shop drawings are to be submitted for designer's approval prior to manufacturign and installation. All work is to be in strict accordancen with the by-laws and regulations of the local authority. Where required, architects drawings are to be read in conjunction with engineers drawings. Copyright and right of reproduction of this drawing or any part thereof is reserved and remains with the architect. All structural concrete,brick work ,steel works and timber works are to the engineers specification & details. All timber to be grade 6/7 - section 1&2 All roof timber trusses to be as per the National building Regulations. Glazing to be as per the National building Regulations. Addional requirements recommended by supplier to be discussed with Archiect & Cient.

• •

WALL LEGEND:

•

NEW BRICK WALLS

• •

NEW CONCRETE WALLS - CLASS 1

• NEW DRYWALLS

•

EXISTING WALLS

• •

PV Panels as per specialist (Not visible from street)

Dpc

NORTH ELEVATION

1990 550

7860

510

510 -595 FILL

2240

NGL 220mm brick wall to Engineers detail

Dpc

2.0m high Boundary wall from NGL.220mm brick wall & clearvu fence above to Engineers details & specifications.

Landscaping as 100 per specialist

330x330mm concrete column to Engineers detail

Dpc

Surface bed 85mm thick concrete surface bed with Ref 193 steel mesh on damproof course layer on sand.

1590

Existing rainwater gutters to remain unaffected

2190

1590

220mm brick retaining wall to Engineers detail -170

Existing 110mmØ uPVC soil pipe min. 1:60 (max. 1:10) to remain unaffected (To connect to Septic Tank as per specialist detail & specifications)

110mmØ uPVC stack with 2way vent valve in access panel as per specialist

7260

2520

2720 600

Existing gulley behind

-595

New Foundations to Engineers detail

Landscaping as per specialist

New Foundations to Engineers detail

Landscaping as per specialist

NGL

GLEN DRIVE

AREA SCHEDULE:

New Foundations to Engineers detail

SEPTIC TANK BELOW (To remain unaffected)Additional fittings & requirements as per specialist

Existing 110mmØ outlet pipe to soak pit to remain unaffected

3960

0

FILL

SOAK PIT Below to remain unaffected

Existing rainwater gutters to remain unaffected

2.0m high Boundary wall from NGL.220mm brick wall as per Engineers details & specifications. Plastered & painted

Vertical Dpc

Timber slats as per specialist

Planter-no concrete Waterproofing as per specialist

Planter- concrete below Waterproofing as per specialist Green square modular plastic tray planter boxes as per specialist. Irrigation system required to be confirmed by specialist Polystyrene infill below plastic modular panter boxes

Vertical Dpc

600

330x330mm concrete column to Engineers detail

Plaster & Painted

Existing parapet wall to remain unaffected. Existing waterproofing to specialist inspection 330x510mm concrete beam to Engineers detail

2750

600

POOL PUMP ROOM BEHIND

1530

MUSIC STUDIO BEHIND

Vertical creepers as per landscaping specialist

Existing Window to remain unaffected

430170

Bulkhead and ceiling as per specialist

430170

2490

Polystyrene infill below plastic modular panter boxes

CUT

Existing Door to remain unaffected

3300

EXISTING DOUBLE GARAGE BEHIND

430

510

330x510mm concrete beam to Engineers detail

2420

NGL

EXISTING NEW WORK TOTALS:

110mmØ uPVC soil pipe min. 1:60 (max. 1:10) fall to sewer connection (To connect to Septic Tank as per specialist detail & specifications)

Existing 110mmØ uPVC soil pipe min. 1:60 (max. 1:10) to remain unaffected (To connect to Septic Tank as per specialist detail & specifications)

EXISTING NEW WORK TOTALS:

Concrete roof (2m²) 170mm concrete roof to Engineers details at 2% fall towards rainwater outlets. Waterproofing by specialist Roof pebbles as per specialist Waterproofing by specialist

PV Panels as per specialist (Not visible from street)

Timber slats as per specialist

Rainwater drainage chain as per specialist 330x330mm concrete column to Engineers detail Landscaping as per specialist

Precast Rectangular Column with Multi Layer Corbels to Engineers detail

New Foundations to Engineers detail 110mmØ uPVC soil pipe min. 1:60 (max. 1:10) fall to sewer connection (To connect to Septic Tank as per specialist detail & specifications)

SOAK PIT Below to remain unaffected

2nd FLOOR

3rd FLOOR 4th FLOOR

D 3

NEW STAIRCASE LOBBY BEHIND

Existing 110mmØ outlet pipe to soak pit to remain unaffected

Existing wc behind

SEPTIC TANK BELOW (To remain unaffected)Additional fittings & requirements as per specialist New Foundation behind to Engineers detail

45 °

4510

4710

3530

LOUVRE SCREEN 3

New whb behind

Louvre fixed screen on subframe to specialist detail

W 16

7260

Wall tile as per specialist

New wc behind

2750

2750 Off shutter concrete-class 1

NGL

330x330mm concrete column to Engineers detail

Landscaping as per specialist

Polystyrene infill below plastic modular panter boxes

Existing 110mmØ uPVC soil pipe min. 1:60 (max. 1:10) to remain unaffected (To connect to Septic Tank as per specialist detail & specifications)

EXISTING SCULLERY BEHIND

330x510mm concrete beam to Engineers detail

Planter- concrete below Waterproofing as per specialist Green square modular plastic tray planter boxes as per specialist. Irrigation system required to be confirmed by specialist Polystyrene infill below plastic modular panter boxes

WALL PLATE 5270

LOT 194,104 Glen drive,Zinkwazi Beach,Kwadukuza Municipality

2.0m high Boundary wall from NGL.220mm brick wall as per Engineers details & specifications. Plastered & painted NGL Landscaping as per specialist

510

7260

EXISTING BATHROOOM BEHIND

Plaster & Painted

50mmØ waste pipes to be laid in slab as per specialist

U/s slab plastered /rhinolited and painted

Swimming pool behind - 74m 2

Existing 110mmØ uPVC soil pipe min. 1:60 (max. 1:10) to remain unaffected (To connect to Septic Tank as per specialist detail & specifications)

980

4510

NGL

EXISTING BATHROOOM BEHIND

Planter- concrete below Waterproofing as per specialist Green square modular plastic tray planter boxes as per specialist. Irrigation system required to be confirmed by specialist

Existing wc behind

2750

Off shutter concrete-class 1 Existing Window to remain unaffected

W 4

W 20

Plaster & Painted 2750

150x150 CFLC steel gutters to Engineers detail & specifications

2550

W 3

Existing rainwater gutters to remain unaffected

Vertical creepers as per landscaping specialist

Timber panels as per specialist

MAIN BEDROOM BEHIND

510

Off shutter concrete-class 1

Existing wc behind Galvanized 3mm aluminium panels on 50x50mm SHS sub-frame. waterproofing by specialsit

Plaster & Painted

510

330x330mm concrete column to Engineers detail 2750

New steel sheet window surround to specialist detail

Concrete Roof Tiles (54m2) 7260 Concrete Roof Tiles as per specialist @ 20° & 45°.On 75x50mm purlins to Engineers detail. on 50x150mm timber rafters to Engineers specifications. Waterproofing by specialist

W 15

2240

2550

Timber slats as per specialist

PASSAGE 1 BEHIND

2240

7260

510

Off shutter concrete-class 1

D 12

W 19

Rainwater drainage chain as per specialist

330x510mm concrete beam to Engineers detail

2750

COVERED CAR PARKING BEHIND

W 22

Plaster & Painted

2240

1950 170 New Steel sheet surround panels as per specialist 2390

2720

Louvre fixed screen on subframe to specialist detail

7260

LOUVRE SCREEN 2

PYJAMA LOUNGE BEHIND

Bulkhead and ceiling as per specialist 2550

2240

110mmØ uPVC soil pipe min. 1:60 (max. 1:10) concealed in ceiling below concrete slab

1990

1560

50mmØ waste pipes to be laid in slab as per specialist

NGL

SCALE 1 : 50

600 1350 200

New wc behind 1m high SANS approved glass balustrade (by specialist) 2750

1000

Plaster & Painted

510

330x510mm concrete beam to Engineers detail

EAST ELEVATION

45 °

1990 2520 7260

New whb behind

1st FLOOR

ROOF LEVEL

° 45

New whb behind

Rainwater drainage chain as per specialist

150x150 CFLC steel gutters to Engineers detail & specifications

20°

Planter- concrete below Waterproofing as per specialist Green square modular plastic tray planter boxes as per specialist. Irrigation system required to be confirmed by specialist Polystyrene infill below plastic modular panter boxes

Wall tile as per specialist

G.FLOOR

New Proposed Residence for (ANDILE ZULU)

Solar installation & reticulation by registered specialist to comply with SANS standards, roof loading to be confirmed with Engineer 50x150mm timber rafters to Engineers specifications.Waterproofing by specialsit

20°

45°

0

Plaster & Painted

BALCONY 1 BEHIND

New steel sheet window surround to specialist detail

110mmØ uPVC stack with 2way vent valve in access panel as per specialist 2.0m high Boundary wall from NGL.220mm brick wall as per Engineers details & specifications. Plastered & painted

GROUND STOREY

BEDROOM 1 BEHIND

20°

2550

20°

Timber panels as per specialist

20°

45°

FIRST STOREY

W 10.

Vertical creepers as per landscaping specialist

W 15

50x150mm timber rafters to Engineers New Steel sheet surround specifications.Waterproofing by specialsit panels as per specialist

20°

5270

20°

PV Panels as per specialist (Not visible from street)

Roof fascia board as per specialist specifications as per manufacturer.

Concrete Roof Tiles (54m2) Concrete Roof Tiles as per specialist @ 20° & 45°.On 75x50mm purlins to Engineers detail. on 50x150mm timber rafters to Engineers specifications. Waterproofing by specialist

50x150mm timber rafters to Engineers specifications.Waterproofing by specialsit

° 45

W 25 150x150 CFLC steel gutters to Engineers detail & specifications Rainwater drainage chain as per specialist

WALL PLATE

° 45

7260

Solar installation & reticulation by registered specialist to comply with SANS standards, roof loading to be confirmed with Engineer Concrete Roof Tiles (23m2) Concrete Roof Tiles as per specialist @ 20° & 45°.On 75x50mm purlins to Engineers detail. on 50x150mm timber rafters to Engineers specifications. Waterproofing by specialist

7260

Roof fascia board as per specialist specifications as per manufacturer.

ROOF LEVEL

BASEMENT

COVERAGE F.A.R. TOTAL AREAS:

SCALE 1 : 50

Concrete Roof Tiles (101m2) Concrete Roof Tiles as per specialist @ 20° & 45°.On 75x50mm purlins to Engineers detail. on 50x150mm timber rafters to Engineers specifications. Waterproofing by specialist

Revision Description

New steel sheet window surround to specialist detail

2840

2750

7860

2720

2520 7860

2750

U/s slab plastered /rhinolited and painted

600

0

New wc behind

Revision Revision Number Date

Rainwater drainage chain as per specialist

Timber slats as per specialist

50mmØ waste pipes to be laid in slab as per specialist

2840

Landscaping as per specialist

330x510mm concrete beam to Engineers detail

New whb behind

Plaster & Painted 1890 2240

NGL

Green square modular plastic tray planter boxes as per specialist. Irrigation system required to be confirmed by specialist

GROUND STOREY

Plaster & Painted

Revision Schedule

Solar installation & reticulation by registered specialist to comply with SANS standards, roof loading to be confirmed with Engineer 150x150 CFLC steel gutters to Engineers detail & specifications 50x150mm timber rafters to Engineers specifications.Waterproofing by specialsit

Louvre fixed screen on subframe to specialist detail

MAIN BATHROOM BEHIND

510

Off shutter concrete-class 1

Vertical Dpc

510

Planter- concrete below Waterproofing as per specialist

2240

New Foundations to Engineers detail 2550

2520

7260

1440

2550 3990

Louvre fixed screen on subframe to specialist detail

2750

Landscaping as per specialist

FIRST STOREY

Vertical creepers as per landscaping specialist

LOUVRE SCREEN 3

PV Panels as per specialist (Not visible from street)

LOUVRE SCREEN 1

4510

MAIN BEDROOM BEHIND

50x150mm timber rafters to Engineers specifications.Waterproofing by specialsit

NGL

50x150mm timber rafters to Engineers specifications.Waterproofing by specialsit

2550

5270

1890

WALL PLATE

4840

150x150 CFLC steel gutters to Engineers detail & specifications

•

1990

Roof fascia board as per specialist specifications as per manufacturer.

600

7260

1990

Concrete Roof Tiles (73m2) Concrete Roof Tiles as per specialist @ 20° & 45°.On 75x50mm purlins to Engineers detail. on 50x150mm timber rafters to Engineers specifications. Waterproofing by specialist

ROOF LEVEL

50x150mm timber rafters to Engineers specifications.Waterproofing by specialsit

Solar installation & reticulation by registered specialist to comply with SANS standards, roof loading to be confirmed with Engineer

STAMPS:

FIRST STOREY 2550

New Foundations to Engineers detail

MUSIC STUDIO BEHIND GROUND STOREY

Existing gulley behind

110mmØ uPVC stack with 2way vent valve in access panel as per specialist

New Foundation behind to Engineers detail

T +27 (0)67 296 4386 E levizdesignz@outlook.com www.levizdesigns.com

0

Project status:

New Foundation behind to Engineers detail 110mmØ uPVC soil pipe min. 1:60 (max. 1:10) fall to sewer connection (To connect to Septic Tank as per specialist detail & specifications)

WORKING DRAWINGS

ELEVATIONS - NORTH & EAST

Issue date:

1/6/2023 3:30:24 AM

Clients Signature Engineers Signature & Reg No. Architect Signature & Reg No. Scale:

1 : 50

Project number:

P10 Drawn by:

Checked by:

Drawing number:

DO

JW

WD 400

REV

GENERAL NOTES: •

WALL LEGEND: NEW BRICK WALLS

All dimensions and levels to be verified on site, prior to the commencement of setting out ,working drawings or conctruction drawings are not to be scaled. Figured dimensions only are to be used. Any discrepancies, errors and omissions are to be reported to the Architect immeditely before commencing with any work. All shop drawings are to be submitted for designer's approval prior to manufacturign and installation. All work is to be in strict accordancen with the by-laws and regulations of the local authority. Where required, architects drawings are to be read in conjunction with engineers drawings. Copyright and right of reproduction of this drawing or any part thereof is reserved and remains with the architect. All structural concrete,brick work ,steel works and timber works are to the engineers specification & details. All timber to be grade 6/7 - section 1&2 All roof timber trusses to be as per the National building Regulations. Glazing to be as per the National building Regulations. Addional requirements recommended by supplier to be discussed with Archiect & Cient.

• •

NEW CONCRETE WALLS - CLASS 1

•

Roof pebbles as per specialist Waterproofing by specialist

Planter- concrete below Waterproofing as per specialist

° 45

600

980 7260 510 -255

Dpc

SOAK PIT Below to remain unaffected

Revision Revision Number Date

Revision Description

Plaster & Painted

2550

Rainwater drainage chain as per specialist

1590

630

956

2240

D 2

Revision Schedule

FIRST STOREY

330x510mm concrete beam to Engineers detail

960

510 540 2125

2240

DOUBLE GARAGE BEHIND

Existing 110mmØ outlet pipe to soak pit to remain unaffected

New Foundations to Engineers detail

Green square modular plastic tray planter boxes as per specialist. Irrigation system required to be confirmed by specialist Polystyrene infill below plastic modular planter boxes

1588 956

Surface bed 85mm thick concrete surface bed with Ref 193 steel mesh on damproof course layer on sand.

5270

Planter- concrete below Waterproofing as per specialist

Timber slats as per specialist

110mmØ uPVC soil pipe min. 1:60 (max. 1:10) concealed in ceiling below concrete slab 110mmØ uPVC stack with 2way vent valve in access panel as per specialist

GROUND STOREY 0

Landscaping as per specialist

NGL

New Foundations to Engineers detail

New Foundations to Engineers detail 110mmØ uPVC soil pipe min. 1:60 (max. 1:10) fall to sewer connection (To connect to Septic Tank as per specialist detail & specifications)

Existing 110mmØ uPVC soil pipe min. 1:60 (max. 1:10) to remain unaffected (To connect to Septic Tank as per specialist detail & specifications)

WEST ELEVATION

3530

1360 990

7260

2380 510

Off shutter concrete-class 1

-425 Dpc

•

WALL PLATE

New steel sheet window surround to specialist detail

2750

Timber slats as per specialist

-255

SEPTIC TANK BELOW (To remain unaffected)Additional fittings & requirements as per specialist

New wc behind

50mmØ waste pipes to be laid in slab as per specialist

W 24

D 2

Landscaping as per specialist

Planter-no concrete Waterproofing as per specialist

7690

1950 180

180 800 4330

Galvanized 3mm aluminum panels on 50x50mm SHS sub-frame. waterproofing by specialist

Existing 110mmØ uPVC soil pipe min. 1:60 (max. 1:10) to remain unaffected (To connect to Septic Tank as per specialist detail & specifications)

1560

°

110mmØ uPVC soil pipe min. 1:60 (max. 1:10) fall to sewer connection (To connect to Septic Tank as per specialist detail & specifications)

Planter-no concrete Waterproofing as per specialist

Plaster & Painted Planter-no concrete Waterproofing as per specialist

New whb behind

Vertical Dpc

Rainwater drainage chain as per specialist

Landscaping as per specialist

7260

EXISTING BEDROOM 1 BEHIND

2750

7260

Vertical creepers as per landscaping specialist

Plaster & Painted

Wall tile as per specialist

Rainwater drainage chain as per specialist 956

Rainwater drainage chain as per specialist

BEDROOM 2 BEHIND

New whb behind

ROOF LEVEL

150x150 CFLC steel gutters to Engineers detail & specifications

Wall tile as per specialist

1m high SANS approved glass balustrade (by specialist)

W 2 956

EXISTING BATHROOOM BEHIND

W 9.

Louvre fixed screen on subframe to specialist detail

2750

20°

Vertical Dpc170

NGL

1950

45

Existing gulley behind

330x330mm concrete New wc New wc column to Engineers detail New wc behind behind behind

LOUVRE SCREEN 1

Vertical Dpc170

Plaster & Painted

2750

W 25 Timber panels as per specialist

Timber slats as per specialist 4333

NEW STAIRCASE LOBBY BEHIND

New steel sheet window surround to specialist detail

Lighting fixtures as per specialist Existing Window to remain unaffected Timber slats as per specialist

Existing Window Existing Door to remain unaffected to remain unaffected 0 -170

Timber slats as per specialist

Landscaping as per specialist New Foundations to Engineers detail

2125

510 2240

EXISTING DOUBLE GARAGE BEHIND

New Steel sheet surround panels as per specialist

Existing parapet wall to remain unaffected Additional waterproofing where required

Off shutter concrete-class 1

Lighting fixtures as per specialist

0 NGL

4510

180 2380

7260

2240

Off shutter concrete-class 1

EXISTING ROOF TO REMAIN UNAFFECTED

2750

W 15

Vertical Dpc

Plaster & Painted

170

GROUND STOREY

960

D 2

1590

956

2240

956

630

Existing Door to remain unaffected

1590

330x330mm concrete column to Engineers detail

1950

980

2750

New steel sheet window 1590 surround to specialist detail 110mmØ uPVC stack with 2way vent valve in access panel as per specialist

3530

2750

510

50mmØ waste pipes to be laid in slab as per specialist

EXISTING ROOF TO REMAIN UNAFFECTED

New Steel sheet surround panels as per specialist

510

2750

Additional waterproofing where required

1175

45

1560 2950

New wc New whb behind behind

7260

Green square modular plastic tray planter boxes as per specialist. Irrigation system required to be confirmed by specialist Polystyrene infill below plastic modular planter boxes

Existing parapet wall to remain unaffected

23°

Planter- concrete below Waterproofing as per specialist

Flashing/ waterproofing by specialist

W 18

PASSAGE 1 BEHIND

W 23

304x76mm timber beam to Engineers detail

Concrete Roof Tiles (101m2) Concrete Roof Tiles as per specialist @ 20° & 45°.On 75x50mm purlins to Engineers detail. on 50x150mm timber rafters to Engineers specifications. Waterproofing by specialist

°

MAIN BATHROOM Timber slats as BEHIND per specialist

New steel sheet window surround to specialist detail

20°

5311

20°

Vertical creepers as per landscaping specialist

5310

20°

5270

45°

W 17

Rainwater drainage chain as per specialist

• •

Roof fascia board as per specialist specifications as per manufacturer.

Solar installation & reticulation by registered specialist to comply with SANS standards, roof loading to be confirmed with Engineer

New Steel sheet surround panels as per specialist

45°

Timber panels as per specialist

WALL PLATE

2550

20°

•

45

20°

•

PV Panels as per specialist (Not visible from street)

50x150mm timber rafters to Engineers specifications. Waterproofing by specialist

150x150 CFLC steel gutters to Engineers detail & specifications

•

Concrete Roof Tiles (16m2) Concrete Roof Tiles as per specialist @ 20° & 45°.On 75x50mm purlins to Engineers detail. on 50x150mm timber rafters to Engineers specifications.Waterproofing by specialist

°

W 15

150x150 CFLC steel gutters to Engineers detail & specifications

FIRST STOREY

°

7260

•

EXISTING WALLS

45

Concrete Roof Tiles (73m2) Concrete Roof Tiles as per specialist @ 20° & 45°.On 75x50mm purlins to Engineers detail. on 50x150mm timber rafters to Engineers specifications. Waterproofing by specialist

45

ROOF LEVEL

°

Solar installation & reticulation by registered specialist to comply with SANS standards, roof loading to be confirmed with Engineer

Concrete Roof Tiles (54m2) Concrete Roof Tiles as per specialist @ 20° & 45°.On 75x50mm purlins to Engineers detail. on 50x150mm timber rafters to Engineers specifications. Waterproofing by specialist

510

Concrete roof (2m²) 170mm concrete roof to Engineers details at 2% fall towards rainwater outlets. Waterproofing by specialist

2240

PV Panels as per specialist (Not visible from street)

50x150mm timber rafters to Engineers specifications. Waterproofing by specialist

7430

Roof pebbles as per specialist Waterproofing by specialist

Green square modular plastic tray planter boxes as per specialist. Irrigation system required to be confirmed by specialist Polystyrene infill below plastic modular planter boxes

3960

Roof fascia board as per specialist specifications as per manufacturer.

NEW DRYWALLS

Concrete roof (49m²) 170mm concrete roof to Engineers details at 2% fall towards rainwater outlets. Waterproofing by specialist

STAMPS:

AREA SCHEDULE: EXISTING NEW WORK TOTALS:

SCALE 1 : 50

EXISTING NEW WORK TOTALS:

BASEMENT

G.FLOOR

1st FLOOR

2nd FLOOR

3rd FLOOR 4th FLOOR

COVERAGE F.A.R. TOTAL AREAS:

GLEN DRIVE

Landscaping as per specialist

85mm Exposed aggregate 15° surfacebed ramp

Wall tile as per specialist

Landscaping as per specialist

Landscaping as Wall tile as per specialist per specialist

NGL

220mm brick retaining wall to Engineers detail

NGL New Foundations to Engineers detail

20°

Landscaping as per specialist New Foundations to Engineers detail

NGL

SCALE 1 : 50

Timber decking as per specialist

7520

Golf Putting Green Below Landscaping as per specialist

Existing 110mmØ outlet pipe to soak pit to remain unaffected

7260

Landscaping as per specialist

SEPTIC TANK BELOW (To remain unaffected)Additional fittings & requirements as per specialist

2550

330x330mm concrete column to Engineers detail

Galvanized 3mm aluminum panels on 50x50mm SHS sub-frame. waterproofing by specialist

Planter-no concrete Waterproofing as per specialist

FIRST STOREY

Bulkhead and ceiling as per specialist Rainwater drainage chain as per specialist

Precast Rectangular Column with Multi Layer Corbels to Engineers detail

New Foundations to Engineers detail

SOAK PIT Below to remain unaffected

330x510mm concrete beam to Engineers detail

Landscaping as per specialist

-235

LOT 194,104 Glen drive,Zinkwazi Beach,Kwadukuza Municipality

Louvre fixed screen on subframe to specialist detail

510

2380

Wall tile as per specialist

2240

2550

Off shutter concrete-class 1

5270

LOUVRE SCREEN 2

EXTERNAL POOL DECK BEHIND

330x330mm concrete column to Engineers detail 110mmØ uPVC soil pipe min. 1:60 (max. 1:10) fall to sewer connection (To connect to Septic Tank as per specialist detail & specifications)

Rainwater drainage chain as per specialist

U/s slab plastered /rhinolited and painted

Rainwater drainage chain as per specialist

NEW STAIRCASE LOBBY BEHIND

Landscaping as per specialist

2720

Timber slats as per specialist

Precast Rectangular Column with Multi Layer Corbels to Engineers detail

Galvanized 3mm aluminum panels on 50x50mm SHS sub-frame. waterproofing by specialist

180

Landscaping as per specialist

110mmØ uPVC soil pipe min. 1:60 (max. 1:10) concealed in ceiling below concrete slab 110mmØ uPVC stack with 2way vent valve in access panel as per specialist

Off shutter concrete-class 1

WALL PLATE

New Steel sheet surround panel as per specialist

1m high SANS approved glass balustrade (by specialist) 2750

2500

DOUBLE GARAGE BEHIND

2750

New steel sheet window surround to specialist detail

Existing 110mmØ uPVC soil pipe min. 1:60 (max. 1:10) to remain unaffected (To connect to Septic Tank as per specialist detail & specifications)

SOUTH ELEVATION

5311

BALCONY 1 BEHIND

New Proposed Residence for (ANDILE ZULU)

150x150 CFLC steel gutters to Engineers detail & specifications

PYJAMA LOUNGE BEHIND

510

2750 510

Plaster & Painted

W 11.

2240

Timber slats as per specialist

D 5

Plaster & Painted

Bulkhead and ceiling as per specialist 2550

W 9

ROOF LEVEL

Roof fascia board as per specialist specifications as per manufacturer.

1950

45°

1950

20°

1990

45°

1990

U/s slab plastered /rhinolited and painted 50mmØ waste pipes to be laid in slab as per specialist

BEDROOM 1 BEHIND

7260

7690

New wc behind

2520

2720

2520 510

New wc behind

D 9

Rainwater drainage chain as per specialist

260

Surface bed to Engineers detail slope to be confirmed on site.

260

0

-255

behind

New whb behind

Off shutter concrete-class 1

Plaster & Painted

GROUND STOREY

BATHROOM 1 BEHIND

260

Self Closing Motorised Sliding Gate as per specialist

D 9 New whb

2750

2550

330x330mm concrete column to Engineers detail 1590

2.0m high Boundary wall from NGL.220mm brick wall & clearvu fence above to Engineers details & specifications.

Rainwater drainage chain as per specialist

BATHROOM 2 BEHIND

Plaster & Painted

430

1590

2240

2.0m high Boundary wall from NGL.220mm brick wall as per Engineers details & specifications. Plastered & painted

1850

2550

330x510mm concrete beam to Engineers detail

W 11.

2750

260

FIRST STOREY

7520

Green square modular plastic tray planter boxes as per specialist. Irrigation system required to be confirmed by specialist Polystyrene infill below plastic modular planter boxes

BEDROOM 2 BEHIND

4443

Planter- concrete below Waterproofing as per specialist

7520

New steel sheet window surround to specialist detail

2720

5270

5311

7260

Vertical creepers as per landscaping specialist

Concrete Roof Tiles (23m2) Concrete Roof Tiles as per specialist @ 20° & 45°.On 75x50mm purlins to Engineers detail. on 50x150mm timber rafters to Engineers specifications. Waterproofing by specialist

7260

20°

Rainwater drainage chain as per specialist

WALL PLATE

1990

20°

1990

150x150 CFLC steel gutters to Engineers detail & specifications

45°

Roof fascia board as per specialist specifications as per manufacturer.

2720

7260

2550

ROOF LEVEL

Roof fascia board as per specialist specifications as per manufacturer. 150x150 CFLC steel gutters to Engineers detail & specifications 45°

50x150mm timber rafters to Engineers specifications. Waterproofing by specialist

Concrete Roof Tiles (101m2) Concrete Roof Tiles as per specialist @ 20° & 45°.On 75x50mm purlins to Engineers detail. on 50x150mm timber rafters to Engineers specifications. Waterproofing by specialist

Concrete roof (47m²) 170mm concrete roof to Engineers details at 2% fall towards rainwater outlets. Waterproofing by specialist Roof pebbles as per specialist Waterproofing by specialist

New Foundations to Engineers detail

GROUND STOREY 0

NGL

T +27 (0)67 296 4386 E levizdesignz@outlook.com www.levizdesigns.com

2.0m high Boundary wall from NGL. 330mm brick wall as per Engineers details & specifications. Plastered & painted

Project status:

WORKING DRAWINGS

ELEVATIONS -WEST & SOUTH

Issue date:

1/6/2023 3:30:58 AM

Clients Signature Engineers Signature & Reg No. Architect Signature & Reg No. Scale:

1 : 50

Project number:

P10 Drawn by:

Checked by:

Drawing number:

DO

Checker

WD 401

REV

GENERAL NOTES: W 1

W 2

W 3

W 4

•

All dimensions and levels to be verified on site, prior to the commencement of setting out ,working drawings or conctruction drawings are not to be scaled. Figured dimensions only are to be used. Any discrepancies, errors and omissions are to be reported to the Architect immeditely before commencing with any work. All shop drawings are to be submitted for designer's approval prior to manufacturign and installation. All work is to be in strict accordancen with the by-laws and regulations of the local authority. Where required, architects drawings are to be read in conjunction with engineers drawings. Copyright and right of reproduction of this drawing or any part thereof is reserved and remains with the architect. All structural concrete,brick work ,steel works and timber works are to the engineers specification & details. All timber to be grade 6/7 - section 1&2 All roof timber trusses to be as per the National building Regulations. Glazing to be as per the National building Regulations. Addional requirements recommended by supplier to be discussed with Archiect & Cient.

• • •

1610

2720mm affl

U/s Concrete lintels to Engineers detail

50

2400 2350

FRAME TYPE FRAME FINISH GLAZING FURNITURE LOCATION W 5

QUANTITY FRAME TYPE FRAME FINISH GLAZING FURNITURE LOCATION W 6

QUANTITY FRAME TYPE FRAME FINISH GLAZING FURNITURE LOCATION W 7

• • •

Fixed

•

FFL

50

Position as per plan

1 EXTRUDED HOLLOW ALUMINIUM FRAMES, SIZE TO BE DETERMINED BY SPECIALIST TO ENSURE SUFFICIENT STRENGTH AND RIGIDITY. ALL MATERIALS AS PER BUILDING STANDARDS. ALL FRAMES TO BE SUPPLIED WITH PROTECTIVE TAPE.POWDERCOATED ALUMINIUM- COLOUR TO BE CONFIRMED POWDER COATED TO SPEC. COLOUR TO SPEC CLEAR SAFETY GLASS AS PER MANUFACTURERS SPECIFICATION AND TO COMPLY WITH BUILDING REGULATIONS. ENSURE TOTAL WATERPROOFING WITH BUILDING REGULATION APPROVED SEALS. ALLOW 3-5MM VERT. MOVEMENT BETWEEN GLASS AND FRAME MANUFACTURER TO ALLOW FOR STANDARD LATCHES, HINGES, FRICTION STAYS, SLIDING GEAR ETC. GROUND STOREY NEW STAIRCASE LOBBY

•

2125mm affl

50 2125 FFL

Position as per plan

1 EXTRUDED HOLLOW ALUMINIUM FRAMES, SIZE TO BE DETERMINED BY SPECIALIST TO ENSURE SUFFICIENT STRENGTH AND RIGIDITY. ALL MATERIALS AS PER BUILDING STANDARDS. ALL FRAMES TO BE SUPPLIED WITH PROTECTIVE TAPE.POWDERCOATED ALUMINIUM- COLOUR TO BE CONFIRMED POWDER COATED TO SPEC. COLOUR TO SPEC CLEAR SAFETY GLASS AS PER MANUFACTURERS SPECIFICATION AND TO COMPLY WITH BUILDING REGULATIONS. ENSURE TOTAL WATERPROOFING WITH BUILDING REGULATION APPROVED SEALS. ALLOW 3-5MM VERT. MOVEMENT BETWEEN GLASS AND FRAME MANUFACTURER TO ALLOW FOR STANDARD LATCHES, HINGES, FRICTION STAYS, SLIDING GEAR ETC. GROUND STOREY NEW STAIRCASE LOBBY

Butt jointed edge

Fixed

50

FFL

2025

2125

Fixed

Position as per plan

QUANTITY

Butt jointed edge

2620

2720

Butt jointed edge

2620

FFL

50

2720

Fixed

•

U/s Concrete lintels to Engineers detail

770

2125mm affl

50

Butt jointed edge

50

2720mm affl

•

U/s Concrete slab to Engineers detail

2025

1270

50

1660

U/s Concrete slab to Engineers detail

1320

Position as per plan

QUANTITY

1 EXTRUDED HOLLOW ALUMINIUM FRAMES, SIZE TO BE DETERMINED BY SPECIALIST TO ENSURE SUFFICIENT STRENGTH AND RIGIDITY. ALL MATERIALS AS PER BUILDING STANDARDS. ALL FRAMES TO BE SUPPLIED WITH PROTECTIVE TAPE.POWDERCOATED ALUMINIUM- COLOUR TO BE CONFIRMED POWDER COATED TO SPEC. COLOUR TO SPEC CLEAR SAFETY GLASS AS PER MANUFACTURERS SPECIFICATION AND TO COMPLY WITH BUILDING REGULATIONS. ENSURE TOTAL WATERPROOFING WITH BUILDING REGULATION APPROVED SEALS. ALLOW 3-5MM VERT. MOVEMENT BETWEEN GLASS AND FRAME MANUFACTURER TO ALLOW FOR STANDARD LATCHES, HINGES, FRICTION STAYS, SLIDING GEAR ETC. GROUND STOREY NEW STAIRCASE LOBBY

FRAME TYPE FRAME FINISH GLAZING FURNITURE LOCATION W 8

1 EXTRUDED HOLLOW ALUMINIUM FRAMES, SIZE TO BE DETERMINED BY SPECIALIST TO ENSURE SUFFICIENT STRENGTH AND RIGIDITY. ALL MATERIALS AS PER BUILDING STANDARDS. ALL FRAMES TO BE SUPPLIED WITH PROTECTIVE TAPE.POWDERCOATED ALUMINIUM- COLOUR TO BE CONFIRMED POWDER COATED TO SPEC. COLOUR TO SPEC CLEAR SAFETY GLASS AS PER MANUFACTURERS SPECIFICATION AND TO COMPLY WITH BUILDING REGULATIONS. ENSURE TOTAL WATERPROOFING WITH BUILDING REGULATION APPROVED SEALS. ALLOW 3-5MM VERT. MOVEMENT BETWEEN GLASS AND FRAME MANUFACTURER TO ALLOW FOR STANDARD LATCHES, HINGES, FRICTION STAYS, SLIDING GEAR ETC. GROUND STOREY NEW STAIRCASE LOBBY

STAMPS:

Revision Schedule Revision Revision Number Date

Revision Description

FIXED WINDOW

880

50

510

5530

2690mm affl

50

5430

50

U/s Concrete slab to Engineers detail 2380mm affl

50

55

2125mm affl

780

U/s Concrete slab to Engineers detail

50

U/s Concrete lintels to Engineers detail

Top hung

Position as per plan

2280

2380

Fixed

AREA SCHEDULE: FFL

50

FFL

50

Fixed

Butt jointed edge

655

FFL

55

FFL

Fixed

Butt jointed edge

2590

2690

630

Top hung

50

2125

Butt jointed edge

2030

Fixed

50

2125

50

1820

630

50

U/s Concrete lintels to Engineers detail 2125mm affl

Position as per plan

EXISTING NEW WORK TOTALS:

Position as per plan

EXISTING NEW WORK TOTALS: QUANTITY FRAME TYPE

92 50 500 50

1200 50

50

2380mm affl

50 50

Fixed

2280

4300

FFL

Low wall below

FFL

Position as per plan

1470

50

FRAME FINISH GLAZING FURNITURE LOCATION LOCATION W 15

EXTRUDED HOLLOW ALUMINIUM FRAMES, SIZE TO BE DETERMINED BY SPECIALIST TO ENSURE SUFFICIENT STRENGTH AND RIGIDITY. ALL MATERIALS AS PER BUILDING STANDARDS. ALL FRAMES TO BE SUPPLIED WITH PROTECTIVE TAPE.POWDERCOATED ALUMINIUM- COLOUR TO BE CONFIRMED POWDER COATED TO SPEC. COLOUR TO SPEC CLEAR SAFETY GLASS AS PER MANUFACTURERS SPECIFICATION AND TO COMPLY WITH BUILDING REGULATIONS. ENSURE TOTAL WATERPROOFING WITH BUILDING REGULATION APPROVED SEALS. ALLOW 3-5MM VERT. MOVEMENT BETWEEN GLASS AND FRAME MANUFACTURER TO ALLOW FOR STANDARD LATCHES, HINGES, FRICTION STAYS, SLIDING GEAR ETC. FIRST STOREY BEDROOM 1 FIRST STOREY BEDROOM 2

U/s Concrete slab to Engineers detail 2380mm affl

4330

QUANTITY FRAME TYPE FRAME FINISH GLAZING FURNITURE LOCATION W 16

1 EXTRUDED HOLLOW ALUMINIUM FRAMES, SIZE TO BE DETERMINED BY SPECIALIST TO ENSURE SUFFICIENT STRENGTH AND RIGIDITY. ALL MATERIALS AS PER BUILDING STANDARDS. ALL FRAMES TO BE SUPPLIED WITH PROTECTIVE TAPE.POWDERCOATED ALUMINIUM- COLOUR TO BE CONFIRMED POWDER COATED TO SPEC. COLOUR TO SPEC CLEAR SAFETY GLASS AS PER MANUFACTURERS SPECIFICATION AND TO COMPLY WITH BUILDING REGULATIONS. ENSURE TOTAL WATERPROOFING WITH BUILDING REGULATION APPROVED SEALS. ALLOW 3-5MM VERT. MOVEMENT BETWEEN GLASS AND FRAME MANUFACTURER TO ALLOW FOR STANDARD LATCHES, HINGES, FRICTION STAYS, SLIDING GEAR ETC. FIRST STOREY BEDROOM 2

U/s Concrete lintels to Engineers detail

2770

2380mm affl

2125

Butt jointed edge

FFL

Fixed

Position as per plan

Project status:

WORKING DRAWINGS

WINDOW SCHEDULE 01 FFL

50

Butt jointed edge

50 Position as per plan

Position as per plan

Fixed

50

FFL

2030

2125

Butt jointed edge

Fixed

50

2280

2380

2280

Butt jointed edge FFL

50

2380

Fixed

T +27 (0)67 296 4386 E levizdesignz@outlook.com www.levizdesigns.com

U/s Concrete lintels to Engineers detail

1610

2380mm affl

50

2380mm affl

50

4380

U/s Concrete slab to Engineers detail

QUANTITY FRAME TYPE

LOT 194,104 Glen drive,Zinkwazi Beach,Kwadukuza Municipality

Position as per plan

Butt jointed edge

1520

LOCATION W 14

1 EXTRUDED HOLLOW ALUMINIUM FRAMES, SIZE TO BE DETERMINED BY SPECIALIST TO ENSURE SUFFICIENT STRENGTH AND RIGIDITY. ALL MATERIALS AS PER BUILDING STANDARDS. ALL FRAMES TO BE SUPPLIED WITH PROTECTIVE TAPE.POWDERCOATED ALUMINIUM- COLOUR TO BE CONFIRMED POWDER COATED TO SPEC. COLOUR TO SPEC CLEAR SAFETY GLASS AS PER MANUFACTURERS SPECIFICATION AND TO COMPLY WITH BUILDING REGULATIONS. ENSURE TOTAL WATERPROOFING WITH BUILDING REGULATION APPROVED SEALS. ALLOW 3-5MM VERT. MOVEMENT BETWEEN GLASS AND FRAME MANUFACTURER TO ALLOW FOR STANDARD LATCHES, HINGES, FRICTION STAYS, SLIDING GEAR ETC. FIRST STOREY BEDROOM 1

FFL

Butt jointed edge

LOCATION W 13

FURNITURE

New Proposed Residence for (ANDILE ZULU)

50

FURNITURE

FRAME FINISH GLAZING

2380mm affl

Fixed

2030

FRAME FINISH GLAZING

QUANTITY FRAME TYPE

50

4400

1 EXTRUDED HOLLOW ALUMINIUM FRAMES, SIZE TO BE DETERMINED BY SPECIALIST TO ENSURE SUFFICIENT STRENGTH AND RIGIDITY. ALL MATERIALS AS PER BUILDING STANDARDS. ALL FRAMES TO BE SUPPLIED WITH PROTECTIVE TAPE.POWDERCOATED ALUMINIUM- COLOUR TO BE CONFIRMED POWDER COATED TO SPEC. COLOUR TO SPEC CLEAR SAFETY GLASS AS PER MANUFACTURERS SPECIFICATION AND TO COMPLY WITH BUILDING REGULATIONS. ENSURE TOTAL WATERPROOFING WITH BUILDING REGULATION APPROVED SEALS. ALLOW 3-5MM VERT. MOVEMENT BETWEEN GLASS AND FRAME MANUFACTURER TO ALLOW FOR STANDARD LATCHES, HINGES, FRICTION STAYS, SLIDING GEAR ETC. FIRST STOREY BEDROOM 2

1100

U/s Concrete lintels to Engineers detail

50

1100

1200

U/s Concrete lintels to Engineers detail

2380

2350

50

Top hung

FFL

QUANTITY FRAME TYPE

FIXED WINDOW

Top hung

4830

990

LOCATION W 12

COVERAGE F.A.R. TOTAL AREAS:

U/s Concrete lintels to Engineers detail 2950mm affl

2350

2950 3980

FIXED WINDOW

3rd FLOOR 4th FLOOR

Fixed

3680

50

FURNITURE

2nd FLOOR

3680mm affl

2380

700

FRAME FINISH GLAZING

1 EXTRUDED HOLLOW ALUMINIUM FRAMES, SIZE TO BE DETERMINED BY SPECIALIST TO ENSURE SUFFICIENT STRENGTH AND RIGIDITY. ALL MATERIALS AS PER BUILDING STANDARDS. ALL FRAMES TO BE SUPPLIED WITH PROTECTIVE TAPE.POWDERCOATED ALUMINIUM- COLOUR TO BE CONFIRMED POWDER COATED TO SPEC. COLOUR TO SPEC CLEAR SAFETY GLASS AS PER MANUFACTURERS SPECIFICATION AND TO COMPLY WITH BUILDING REGULATIONS. ENSURE TOTAL WATERPROOFING WITH BUILDING REGULATION APPROVED SEALS. ALLOW 3-5MM VERT. MOVEMENT BETWEEN GLASS AND FRAME MANUFACTURER TO ALLOW FOR STANDARD LATCHES, HINGES, FRICTION STAYS, SLIDING GEAR ETC. PYJAMA LOUNGE FIRST STOREY

1st FLOOR

U/s Window

1960

600

50 500 50 2350

Top hung

LOCATION W 11.

QUANTITY FRAME TYPE

990

0 92 1960 2950

3680

Fixed

Top hung

50

TOP HUNG WINDOW

1300

W 9.

W 25

0

U/s Concrete lintels to Engineers detail 2950mm affl

FURNITURE

1 EXTRUDED HOLLOW ALUMINIUM FRAMES, SIZE TO BE DETERMINED BY SPECIALIST TO ENSURE SUFFICIENT STRENGTH AND RIGIDITY. ALL MATERIALS AS PER BUILDING STANDARDS. ALL FRAMES TO BE SUPPLIED WITH PROTECTIVE TAPE.POWDERCOATED ALUMINIUM- COLOUR TO BE CONFIRMED POWDER COATED TO SPEC. COLOUR TO SPEC CLEAR SAFETY GLASS AS PER MANUFACTURERS SPECIFICATION AND TO COMPLY WITH BUILDING REGULATIONS. ENSURE TOTAL WATERPROOFING WITH BUILDING REGULATION APPROVED SEALS. ALLOW 3-5MM VERT. MOVEMENT BETWEEN GLASS AND FRAME MANUFACTURER TO ALLOW FOR STANDARD LATCHES, HINGES, FRICTION STAYS, SLIDING GEAR ETC. GROUND STOREY DOUBLE GARAGE

G.FLOOR

92

3680mm affl

W 25

FRAME FINISH GLAZING

W 10.

0

W 9

U/s Window

QUANTITY FRAME TYPE

1 EXTRUDED HOLLOW ALUMINIUM FRAMES, SIZE TO BE DETERMINED BY SPECIALIST TO ENSURE SUFFICIENT STRENGTH AND RIGIDITY. ALL MATERIALS AS PER BUILDING STANDARDS. ALL FRAMES TO BE SUPPLIED WITH PROTECTIVE TAPE.POWDERCOATED ALUMINIUM- COLOUR TO BE CONFIRMED FRAME FINISH POWDER COATED TO SPEC. COLOUR TO SPEC CLEAR SAFETY GLASS AS PER MANUFACTURERS SPECIFICATION AND TO COMPLY WITH BUILDING GLAZING REGULATIONS. ENSURE TOTAL WATERPROOFING WITH BUILDING REGULATION APPROVED SEALS. ALLOW 3-5MM VERT. MOVEMENT BETWEEN GLASS AND FRAME MANUFACTURER TO ALLOW FOR STANDARD LATCHES, HINGES, FURNITURE FRICTION STAYS, SLIDING GEAR ETC. GROUND STOREY MUSIC STUDIO LOCATION

2030

1 EXTRUDED HOLLOW ALUMINIUM FRAMES, SIZE TO BE DETERMINED BY SPECIALIST TO ENSURE SUFFICIENT STRENGTH AND RIGIDITY. ALL MATERIALS AS PER BUILDING STANDARDS. ALL FRAMES TO BE SUPPLIED WITH PROTECTIVE TAPE.POWDERCOATED ALUMINIUM- COLOUR TO BE CONFIRMED FRAME FINISH POWDER COATED TO SPEC. COLOUR TO SPEC CLEAR SAFETY GLASS AS PER MANUFACTURERS SPECIFICATION AND TO COMPLY WITH BUILDING GLAZING REGULATIONS. ENSURE TOTAL WATERPROOFING WITH BUILDING REGULATION APPROVED SEALS. ALLOW 3-5MM VERT. MOVEMENT BETWEEN GLASS AND FRAME MANUFACTURER TO ALLOW FOR STANDARD LATCHES, HINGES, FURNITURE FRICTION STAYS, SLIDING GEAR ETC. GROUND STOREY NEW STAIRCASE LOBBY LOCATION

260 50

QUANTITY FRAME TYPE

BASEMENT

Position as per plan

Issue date:

1/6/2023 3:31:27 AM

Clients Signature Engineers Signature & Reg No. Architect Signature & Reg No. QUANTITY FRAME TYPE FRAME FINISH GLAZING FURNITURE LOCATION

1 EXTRUDED HOLLOW ALUMINIUM FRAMES, SIZE TO BE DETERMINED BY SPECIALIST TO ENSURE SUFFICIENT STRENGTH AND RIGIDITY. ALL MATERIALS AS PER BUILDING STANDARDS. ALL FRAMES TO BE SUPPLIED WITH PROTECTIVE TAPE.POWDERCOATED ALUMINIUM- COLOUR TO BE CONFIRMED POWDER COATED TO SPEC. COLOUR TO SPEC CLEAR SAFETY GLASS AS PER MANUFACTURERS SPECIFICATION AND TO COMPLY WITH BUILDING REGULATIONS. ENSURE TOTAL WATERPROOFING WITH BUILDING REGULATION APPROVED SEALS. ALLOW 3-5MM VERT. MOVEMENT BETWEEN GLASS AND FRAME MANUFACTURER TO ALLOW FOR STANDARD LATCHES, HINGES, FRICTION STAYS, SLIDING GEAR ETC. FIRST STOREY BALCONY 2

QUANTITY FRAME TYPE FRAME FINISH GLAZING FURNITURE LOCATION

1 EXTRUDED HOLLOW ALUMINIUM FRAMES, SIZE TO BE DETERMINED BY SPECIALIST TO ENSURE SUFFICIENT STRENGTH AND RIGIDITY. ALL MATERIALS AS PER BUILDING STANDARDS. ALL FRAMES TO BE SUPPLIED WITH PROTECTIVE TAPE.POWDERCOATED ALUMINIUM- COLOUR TO BE CONFIRMED POWDER COATED TO SPEC. COLOUR TO SPEC CLEAR SAFETY GLASS AS PER MANUFACTURERS SPECIFICATION AND TO COMPLY WITH BUILDING REGULATIONS. ENSURE TOTAL WATERPROOFING WITH BUILDING REGULATION APPROVED SEALS. ALLOW 3-5MM VERT. MOVEMENT BETWEEN GLASS AND FRAME MANUFACTURER TO ALLOW FOR STANDARD LATCHES, HINGES, FRICTION STAYS, SLIDING GEAR ETC. FIRST STOREY PASSAGE 1

QUANTITY FRAME TYPE

4 EXTRUDED HOLLOW ALUMINIUM FRAMES, SIZE TO BE DETERMINED BY SPECIALIST TO ENSURE SUFFICIENT STRENGTH AND RIGIDITY. ALL MATERIALS AS PER BUILDING STANDARDS. ALL FRAMES TO BE SUPPLIED WITH PROTECTIVE TAPE.POWDERCOATED ALUMINIUM- COLOUR TO BE CONFIRMED FRAME FINISH POWDER COATED TO SPEC. COLOUR TO SPEC CLEAR SAFETY GLASS AS PER MANUFACTURERS SPECIFICATION AND TO COMPLY WITH BUILDING GLAZING REGULATIONS. ENSURE TOTAL WATERPROOFING WITH BUILDING REGULATION APPROVED SEALS. ALLOW 3-5MM VERT. MOVEMENT BETWEEN GLASS AND FRAME MANUFACTURER TO ALLOW FOR STANDARD LATCHES, HINGES, FURNITURE FRICTION STAYS, SLIDING GEAR ETC. FIRST STOREY MAIN BEDROOM LOCATION

QUANTITY FRAME TYPE FRAME FINISH GLAZING FURNITURE LOCATION

4 EXTRUDED HOLLOW ALUMINIUM FRAMES, SIZE TO BE DETERMINED BY SPECIALIST TO ENSURE SUFFICIENT STRENGTH AND RIGIDITY. ALL MATERIALS AS PER BUILDING STANDARDS. ALL FRAMES TO BE SUPPLIED WITH PROTECTIVE TAPE.POWDERCOATED ALUMINIUM- COLOUR TO BE CONFIRMED POWDER COATED TO SPEC. COLOUR TO SPEC CLEAR SAFETY GLASS AS PER MANUFACTURERS SPECIFICATION AND TO COMPLY WITH BUILDING REGULATIONS. ENSURE TOTAL WATERPROOFING WITH BUILDING REGULATION APPROVED SEALS. ALLOW 3-5MM VERT. MOVEMENT BETWEEN GLASS AND FRAME MANUFACTURER TO ALLOW FOR STANDARD LATCHES, HINGES, FRICTION STAYS, SLIDING GEAR ETC. FIRST STOREY MAIN BEDROOM

Scale:

As indicated

Project number:

P10

Drawn by:

Checked by:

Drawing number:

DO

Checker

WD 501

REV

GENERAL NOTES: W 17

W 18

W 19

•

W 20

All dimensions and levels to be verified on site, prior to the commencement of setting out ,working drawings or conctruction drawings are not to be scaled. Figured dimensions only are to be used. Any discrepancies, errors and omissions are to be reported to the Architect immeditely before commencing with any work. All shop drawings are to be submitted for designer's approval prior to manufacturign and installation. All work is to be in strict accordancen with the by-laws and regulations of the local authority. Where required, architects drawings are to be read in conjunction with engineers drawings. Copyright and right of reproduction of this drawing or any part thereof is reserved and remains with the architect. All structural concrete,brick work ,steel works and timber works are to the engineers specification & details. All timber to be grade 6/7 - section 1&2 All roof timber trusses to be as per the National building Regulations. Glazing to be as per the National building Regulations. Addional requirements recommended by supplier to be discussed with Archiect & Cient.

• • • • • •

FURNITURE LOCATION W 22

W 21

QUANTITY FRAME TYPE FRAME FINISH GLAZING FURNITURE LOCATION W 23

Position as per plan 1 EXTRUDED HOLLOW ALUMINIUM FRAMES, SIZE TO BE DETERMINED BY SPECIALIST TO ENSURE SUFFICIENT STRENGTH AND RIGIDITY. ALL MATERIALS AS PER BUILDING STANDARDS. ALL FRAMES TO BE SUPPLIED WITH PROTECTIVE TAPE.POWDERCOATED ALUMINIUM- COLOUR TO BE CONFIRMED POWDER COATED TO SPEC. COLOUR TO SPEC CLEAR SAFETY GLASS AS PER MANUFACTURERS SPECIFICATION AND TO COMPLY WITH BUILDING REGULATIONS. ENSURE TOTAL WATERPROOFING WITH BUILDING REGULATION APPROVED SEALS. ALLOW 3-5MM VERT. MOVEMENT BETWEEN GLASS AND FRAME MANUFACTURER TO ALLOW FOR STANDARD LATCHES, HINGES, FRICTION STAYS, SLIDING GEAR ETC. FIRST STOREY PASSAGE 1

2125mm affl

1580

50 700 50

Fins where required

FURNITURE FURNITURE LOCATION W 24

Revision Schedule Revision Revision Number Date

Revision Description

U/s Concrete slab to Engineers detail 2690mm affl

50

770

304x76mm timber beam below

Position as per plan

FFL

Butt jointed edge

1100 50

U/s Concrete slab to Engineers detail 2380mm affl

FFL

FFL Position as per plan

Position as per plan

Fixed Fins where required

1330

2130

800

Butt jointed edge

Fixed

50

FRAME FINISH GLAZING

•

1 EXTRUDED HOLLOW ALUMINIUM FRAMES, SIZE TO BE DETERMINED BY SPECIALIST TO ENSURE SUFFICIENT STRENGTH AND RIGIDITY. ALL MATERIALS AS PER BUILDING STANDARDS. ALL FRAMES TO BE SUPPLIED WITH PROTECTIVE TAPE.POWDERCOATED ALUMINIUM- COLOUR TO BE CONFIRMED POWDER COATED TO SPEC. COLOUR TO SPEC CLEAR SAFETY GLASS AS PER MANUFACTURERS SPECIFICATION AND TO COMPLY WITH BUILDING REGULATIONS. ENSURE TOTAL WATERPROOFING WITH BUILDING REGULATION APPROVED SEALS. ALLOW 3-5MM VERT. MOVEMENT BETWEEN GLASS AND FRAME MANUFACTURER TO ALLOW FOR STANDARD LATCHES, HINGES, FRICTION STAYS, SLIDING GEAR ETC. FIRST STOREY PASSAGE 1

2690

U/s Concrete lintels to Engineers detail

4100

QUANTITY FRAME TYPE

Fixed

• •

FFL

1276

50

800

4100

2125mm affl

1330

930

50

1100

1200 2130

Fixed

50

2380

6190

50

U/s Concrete lintels to Engineers detail

304 50 700 50

4200

930

FFL

50

1200

50

2125

Fins where required

930

50

Position as per plan 1 EXTRUDED HOLLOW ALUMINIUM FRAMES, SIZE TO BE DETERMINED BY SPECIALIST TO ENSURE SUFFICIENT STRENGTH AND RIGIDITY. ALL MATERIALS AS PER BUILDING STANDARDS. ALL FRAMES TO BE SUPPLIED WITH PROTECTIVE TAPE.POWDERCOATED ALUMINIUM- COLOUR TO BE CONFIRMED POWDER COATED TO SPEC. COLOUR TO SPEC CLEAR SAFETY GLASS AS PER MANUFACTURERS SPECIFICATION AND TO COMPLY WITH BUILDING REGULATIONS. ENSURE TOTAL WATERPROOFING WITH BUILDING REGULATION APPROVED SEALS. ALLOW 3-5MM VERT. MOVEMENT BETWEEN GLASS AND FRAME MANUFACTURER TO ALLOW FOR STANDARD LATCHES, HINGES, FRICTION STAYS, SLIDING GEAR ETC. FIRST STOREY PASSAGE 1

1100

1200 FFL

Fixed

4200

6240

2125mm affl 50

2125mm affl

•

Fixed

Butt jointed edge

LOCATION

FRAME FINISH GLAZING

U/s Concrete lintels to Engineers detail

1480

Butt jointed edge

FURNITURE

QUANTITY FRAME TYPE

2125mm affl

U/s Concrete lintels to Engineers detail

2590

FRAME FINISH GLAZING

1 EXTRUDED HOLLOW ALUMINIUM FRAMES, SIZE TO BE DETERMINED BY SPECIALIST TO ENSURE SUFFICIENT STRENGTH AND RIGIDITY. ALL MATERIALS AS PER BUILDING STANDARDS. ALL FRAMES TO BE SUPPLIED WITH PROTECTIVE TAPE.POWDERCOATED ALUMINIUM- COLOUR TO BE CONFIRMED POWDER COATED TO SPEC. COLOUR TO SPEC CLEAR SAFETY GLASS AS PER MANUFACTURERS SPECIFICATION AND TO COMPLY WITH BUILDING REGULATIONS. ENSURE TOTAL WATERPROOFING WITH BUILDING REGULATION APPROVED SEALS. ALLOW 3-5MM VERT. MOVEMENT BETWEEN GLASS AND FRAME MANUFACTURER TO ALLOW FOR STANDARD LATCHES, HINGES, FRICTION STAYS, SLIDING GEAR ETC. FIRST STOREY PASSAGE 1

50

FFL

50

QUANTITY FRAME TYPE

930

Position as per plan

3020

930

FFL

Fixed

50

930

50

Fins where required

1200

Fins where required

50

1100

Fixed

3230

50

11620

2125

1100

11720

3120

U/s Concrete lintels to Engineers detail Butt jointed edge

50

930

50

2125mm affl

930 50

1200 930

2125

50

3280

2125

U/s Concrete lintels to Engineers detail

Position as per plan

AREA SCHEDULE: EXISTING NEW WORK TOTALS:

QUANTITY FRAME TYPE FRAME FINISH GLAZING FURNITURE LOCATION

1 EXTRUDED HOLLOW ALUMINIUM FRAMES, SIZE TO BE DETERMINED BY SPECIALIST TO ENSURE SUFFICIENT STRENGTH AND RIGIDITY. ALL MATERIALS AS PER BUILDING STANDARDS. ALL FRAMES TO BE SUPPLIED WITH PROTECTIVE TAPE.POWDERCOATED ALUMINIUM- COLOUR TO BE CONFIRMED POWDER COATED TO SPEC. COLOUR TO SPEC CLEAR SAFETY GLASS AS PER MANUFACTURERS SPECIFICATION AND TO COMPLY WITH BUILDING REGULATIONS. ENSURE TOTAL WATERPROOFING WITH BUILDING REGULATION APPROVED SEALS. ALLOW 3-5MM VERT. MOVEMENT BETWEEN GLASS AND FRAME MANUFACTURER TO ALLOW FOR STANDARD LATCHES, HINGES, FRICTION STAYS, SLIDING GEAR ETC. FIRST STOREY PASSAGE 1

QUANTITY FRAME TYPE FRAME FINISH GLAZING FURNITURE LOCATION

1 EXTRUDED HOLLOW ALUMINIUM FRAMES, SIZE TO BE DETERMINED BY SPECIALIST TO ENSURE SUFFICIENT STRENGTH AND RIGIDITY. ALL MATERIALS AS PER BUILDING STANDARDS. ALL FRAMES TO BE SUPPLIED WITH PROTECTIVE TAPE.POWDERCOATED ALUMINIUM- COLOUR TO BE CONFIRMED POWDER COATED TO SPEC. COLOUR TO SPEC CLEAR SAFETY GLASS AS PER MANUFACTURERS SPECIFICATION AND TO COMPLY WITH BUILDING REGULATIONS. ENSURE TOTAL WATERPROOFING WITH BUILDING REGULATION APPROVED SEALS. ALLOW 3-5MM VERT. MOVEMENT BETWEEN GLASS AND FRAME MANUFACTURER TO ALLOW FOR STANDARD LATCHES, HINGES, FRICTION STAYS, SLIDING GEAR ETC. FIRST STOREY PASSAGE 1

QUANTITY FRAME TYPE FRAME FINISH GLAZING FURNITURE LOCATION

STAMPS:

1 EXTRUDED HOLLOW ALUMINIUM FRAMES, SIZE TO BE DETERMINED BY SPECIALIST TO ENSURE SUFFICIENT STRENGTH AND RIGIDITY. ALL MATERIALS AS PER BUILDING STANDARDS. ALL FRAMES TO BE SUPPLIED WITH PROTECTIVE TAPE.POWDERCOATED ALUMINIUM- COLOUR TO BE CONFIRMED POWDER COATED TO SPEC. COLOUR TO SPEC CLEAR SAFETY GLASS AS PER MANUFACTURERS SPECIFICATION AND TO COMPLY WITH BUILDING REGULATIONS. ENSURE TOTAL WATERPROOFING WITH BUILDING REGULATION APPROVED SEALS. ALLOW 3-5MM VERT. MOVEMENT BETWEEN GLASS AND FRAME MANUFACTURER TO ALLOW FOR STANDARD LATCHES, HINGES, FRICTION STAYS, SLIDING GEAR ETC. FIRST STOREY PASSAGE 1

QUANTITY FRAME TYPE FRAME FINISH GLAZING FURNITURE LOCATION

1 EXTRUDED HOLLOW ALUMINIUM FRAMES, SIZE TO BE DETERMINED BY SPECIALIST TO ENSURE SUFFICIENT STRENGTH AND RIGIDITY. ALL MATERIALS AS PER BUILDING STANDARDS. ALL FRAMES TO BE SUPPLIED WITH PROTECTIVE TAPE.POWDERCOATED ALUMINIUM- COLOUR TO BE CONFIRMED POWDER COATED TO SPEC. COLOUR TO SPEC CLEAR SAFETY GLASS AS PER MANUFACTURERS SPECIFICATION AND TO COMPLY WITH BUILDING REGULATIONS. ENSURE TOTAL WATERPROOFING WITH BUILDING REGULATION APPROVED SEALS. ALLOW 3-5MM VERT. MOVEMENT BETWEEN GLASS AND FRAME MANUFACTURER TO ALLOW FOR STANDARD LATCHES, HINGES, FRICTION STAYS, SLIDING GEAR ETC. GROUND STOREY DRIVEWAY

EXISTING NEW WORK TOTALS:

BASEMENT

G.FLOOR

1st FLOOR

2nd FLOOR

3rd FLOOR 4th FLOOR

COVERAGE F.A.R. TOTAL AREAS:

New Proposed Residence for (ANDILE ZULU)

LOT 194,104 Glen drive,Zinkwazi Beach,Kwadukuza Municipality

T +27 (0)67 296 4386 E levizdesignz@outlook.com www.levizdesigns.com Project status:

WORKING DRAWINGS

WINDOW SCHEDULE 02

Issue date:

1/6/2023 3:31:41 AM

Clients Signature Engineers Signature & Reg No. Architect Signature & Reg No. Scale:

As indicated

Project number:

P10

Drawn by:

Checked by:

Drawing number:

Author

Checker

WD 502

REV

GENERAL NOTES: D 1

OVERHEAD GARAGE DOOR

D2

LOUVERED SWING DOOR

D3

PIVOT DOOR

D4

SWING DOOR

•

All dimensions and levels to be verified on site, prior to the commencement of setting out ,working drawings or conctruction drawings are not to be scaled. Figured dimensions only are to be used. Any discrepancies, errors and omissions are to be reported to the Architect immeditely before commencing with any work. All shop drawings are to be submitted for designer's approval prior to manufacturign and installation. All work is to be in strict accordancen with the by-laws and regulations of the local authority. Where required, architects drawings are to be read in conjunction with engineers drawings. Copyright and right of reproduction of this drawing or any part thereof is reserved and remains with the architect. All structural concrete,brick work ,steel works and timber works are to the engineers specification & details. All timber to be grade 6/7 - section 1&2 All roof timber trusses to be as per the National building Regulations. Glazing to be as per the National building Regulations. Addional requirements recommended by supplier to be discussed with Archiect & Cient.

• • • •

•

2125mm affl

• • •

50

1520

50

1520

50

D7

3670

U/s Concrete lintels to Engineers detail

50

2380mm affl

1160

50

1160

50

1160

50

U/s Concrete lintels to Engineers detail

50

2380mm affl

1210

50

U/s Concrete lintels to Engineers detail

50 750 50

2380mm affl

50 Slider

Slider

Fixed FFL

50

FFL

50

Position as per plan

Slider

Fixed

Position as per plan

Revision Description

U/s Concrete lintels to Engineers detail 2380mm affl

AREA SCHEDULE: FFL

50

Fixed

1210

LOCATION D8

840

2570

2380

Slider

2280

Slider

2380

Fixed

50

2280

LOCATION

FRAME FINISH GLAZING FURNITURE

Revision Revision Number Date

1 EXTRUDED HOLLOW ALUMINIUM FRAMES, SIZE TO BE DETERMINED BY SPECIALIST TO ENSURE SUFFICIENT STRENGTH AND RIGIDITY. ALL MATERIALS AS PER BUILDING STANDARDS. ALL FRAMES TO BE SUPPLIED WITH PROTECTIVE TAPE. POWDER COATED TO SPEC. COLOUR TO SPEC NONE MANUFACTURER TO ALLOW FOR STANDARD LATCHES, HINGES, FRICTION STAYS, SLIDING GEAR ETC. GROUND STOREY MUSIC STUDIO

50

1520

FURNITURE

QUANTITY FRAME TYPE

2310

50

QUANTITY FRAME TYPE FRAME FINISH GLAZING

2 TO MANUFACTURER'S SPECIFICATION BY SPECIALIST POWDER COATED TO SPEC. COLOUR TO SPEC CLEAR SAFETY GLASS AS PER MANUFACTURERS SPECIFICATION AND TO COMPLY WITH BUILDING REGULATIONS. ENSURE TOTAL WATERPROOFING WITH BUILDING REGULATION APPROVED SEALS. ALLOW 3-5MM VERT. MOVEMENT BETWEEN GLASS AND FRAME MANUFACTURER TO ALLOW FOR STANDARD LATCHES, HINGES, FRICTION STAYS, SLIDING GEAR ETC. GROUND STOREY NEW STAIRCASE LOBBY GROUND STOREY NEW STAIRCASE LOBBY

50

1520

Revision Schedule

4 TO MANUFACTURER'S SPECIFICATION BY SPECIALIST POWDER COATED TO SPEC. COLOUR TO SPEC NONE MANUFACTURER TO ALLOW FOR STANDARD LATCHES, HINGES, FRICTION STAYS, SLIDING GEAR ETC. YARD GROUND STOREY GROUND STOREY YARD YARD GROUND STOREY GROUND STOREY POOL PUMP ROOM

50

D6

Position as per plan

2380

SLIDING DOOR

FFL

Position as per plan

2280

LOCATION

FFL

50

50 QUANTITY FRAME TYPE FRAME FINISH GLAZING FURNITURE

6350

2380

2125

50 2125

2125

Position as per plan

2 TO MANUFACTURER'S SPECIFICATION BY SPECIALIST POWDER COATED TO SPEC. COLOUR TO SPEC NONE MANUFACTURER TO ALLOW FOR STANDARD LATCHES, HINGES, FRICTION STAYS, SLIDING GEAR ETC. GROUND STOREY DRIVEWAY GROUND STOREY COVERED CAR PARKING

D5

2125mm affl

FFL

Position as per plan

LOCATION

2125mm affl

50 750 50

U/s Concrete lintels to Engineers detail

• FFL

QUANTITY FRAME TYPE FRAME FINISH GLAZING FURNITURE

U/s Concrete lintels to Engineers detail

1200

50

2400mm affl

50

2030

715

U/s Concrete lintels to Engineers detail

800

U/s Concrete lintels to Engineers detail

•

840

50

2125

2840

900

2050

U/s Concrete slab to Engineers detail 2840mm affl

2030

5060

EXISTING NEW WORK TOTALS:

FFL

Position as per plan

EXISTING NEW WORK TOTALS:

U/s Concrete lintels to Engineers detail

1200

2125mm affl

FURNITURE LOCATION D 11

U/s Concrete lintels to Engineers detail

1740

2380mm affl

50

FRAME FINISH GLAZING FURNITURE LOCATION

800

50

800

50

QUANTITY FRAME TYPE FRAME FINISH GLAZING FURNITURE LOCATION D 12

4000

U/s Concrete lintels to Engineers detail

50

2125mm affl

2 EXTRUDED HOLLOW ALUMINIUM FRAMES, SIZE TO BE DETERMINED BY SPECIALIST TO ENSURE SUFFICIENT STRENGTH AND RIGIDITY. ALL MATERIALS AS PER BUILDING STANDARDS. ALL FRAMES TO BE SUPPLIED WITH PROTECTIVE TAPE. POWDER COATED TO SPEC. COLOUR TO SPEC CLEAR SAFETY GLASS AS PER MANUFACTURERS SPECIFICATION AND TO COMPLY WITH BUILDING REGULATIONS. ENSURE TOTAL WATERPROOFING WITH BUILDING REGULATION APPROVED SEALS. ALLOW 3-5MM VERT. MOVEMENT BETWEEN GLASS AND FRAME MANUFACTURER TO ALLOW FOR STANDARD LATCHES, HINGES, FRICTION STAYS, SLIDING GEAR ETC. FIRST STOREY BATHROOM 1 FIRST STOREY BATHROOM 2

Position as per plan

QUANTITY FRAME TYPE FRAME FINISH GLAZING FURNITURE LOCATION

4 TO MANUFACTURER'S SPECIFICATION BY SPECIALIST POWDER COATED TO SPEC. COLOUR TO SPEC CLEAR SAFETY GLASS AS PER MANUFACTURERS SPECIFICATION AND TO COMPLY WITH BUILDING REGULATIONS. ENSURE TOTAL WATERPROOFING WITH BUILDING REGULATION APPROVED SEALS. ALLOW 3-5MM VERT. MOVEMENT BETWEEN GLASS AND FRAME MANUFACTURER TO ALLOW FOR STANDARD LATCHES, HINGES, FRICTION STAYS, SLIDING GEAR ETC. FIRST STOREY PASSAGE 1 FIRST STOREY MAIN BEDROOM FIRST STOREY BALCONY 2 FIRST STOREY PASSAGE 1

FRAME FINISH GLAZING FURNITURE LOCATION

1100 930

50 930

50 50

930 50

930

50

1st FLOOR

2nd FLOOR

3rd FLOOR 4th FLOOR

DOUBLE SLIDING DOOR

U/s Concrete lintels to Engineers detail 2125mm affl

New Proposed Residence for (ANDILE ZULU)

FFL

1 EXTRUDED HOLLOW ALUMINIUM FRAMES, SIZE TO BE DETERMINED BY SPECIALIST TO ENSURE SUFFICIENT STRENGTH AND RIGIDITY. ALL MATERIALS AS PER BUILDING STANDARDS. ALL FRAMES TO BE SUPPLIED WITH PROTECTIVE TAPE. POWDER COATED TO SPEC. COLOUR TO SPEC CLEAR SAFETY GLASS AS PER MANUFACTURERS SPECIFICATION AND TO COMPLY WITH BUILDING REGULATIONS. ENSURE TOTAL WATERPROOFING WITH BUILDING REGULATION APPROVED SEALS. ALLOW 3-5MM VERT. MOVEMENT BETWEEN GLASS AND FRAME MANUFACTURER TO ALLOW FOR STANDARD LATCHES, HINGES, FRICTION STAYS, SLIDING GEAR ETC. FIRST STOREY MAIN BATHROOM

Fixed

Slider

Fixed

50

Fixed

Position as per plan

QUANTITY FRAME TYPE

1200 Slider

50

FFL

50

FFL

930

G.FLOOR

COVERAGE F.A.R. TOTAL AREAS:

2 EXTRUDED HOLLOW ALUMINIUM FRAMES, SIZE TO BE DETERMINED BY SPECIALIST TO ENSURE SUFFICIENT STRENGTH AND RIGIDITY. ALL MATERIALS AS PER BUILDING STANDARDS. ALL FRAMES TO BE SUPPLIED WITH PROTECTIVE TAPE. POWDER COATED TO SPEC. COLOUR TO SPEC NONE MANUFACTURER TO ALLOW FOR STANDARD LATCHES, HINGES, FRICTION STAYS, SLIDING GEAR ETC. FIRST STOREY BEDROOM 2 FIRST STOREY PASSAGE 1

50 2125

Fixed

Position as per plan

QUANTITY FRAME TYPE

2280

2380

2030

Slider

50

2125

50

50 680 50 680 50

LOCATION D 10

FRAME FINISH GLAZING

1 EXTRUDED HOLLOW ALUMINIUM FRAMES, SIZE TO BE DETERMINED BY SPECIALIST TO ENSURE SUFFICIENT STRENGTH AND RIGIDITY. ALL MATERIALS AS PER BUILDING STANDARDS. ALL FRAMES TO BE SUPPLIED WITH PROTECTIVE TAPE. POWDER COATED TO SPEC. COLOUR TO SPEC CLEAR SAFETY GLASS AS PER MANUFACTURERS SPECIFICATION AND TO COMPLY WITH BUILDING REGULATIONS. ENSURE TOTAL WATERPROOFING WITH BUILDING REGULATION APPROVED SEALS. ALLOW 3-5MM VERT. MOVEMENT BETWEEN GLASS AND FRAME MANUFACTURER TO ALLOW FOR STANDARD LATCHES, HINGES, FRICTION STAYS, SLIDING GEAR ETC. FIRST STOREY MAIN BEDROOM

BASEMENT

50

1500

FURNITURE

QUANTITY FRAME TYPE

930

LOCATION D9

FRAME FINISH GLAZING

1 EXTRUDED HOLLOW ALUMINIUM FRAMES, SIZE TO BE DETERMINED BY SPECIALIST TO ENSURE SUFFICIENT STRENGTH AND RIGIDITY. ALL MATERIALS AS PER BUILDING STANDARDS. ALL FRAMES TO BE SUPPLIED WITH PROTECTIVE TAPE. POWDER COATED TO SPEC. COLOUR TO SPEC CLEAR SAFETY GLASS AS PER MANUFACTURERS SPECIFICATION AND TO COMPLY WITH BUILDING REGULATIONS. ENSURE TOTAL WATERPROOFING WITH BUILDING REGULATION APPROVED SEALS. ALLOW 3-5MM VERT. MOVEMENT BETWEEN GLASS AND FRAME MANUFACTURER TO ALLOW FOR STANDARD LATCHES, HINGES, FRICTION STAYS, SLIDING GEAR ETC. FIRST STOREY PYJAMA LOUNGE

2125

FURNITURE

QUANTITY FRAME TYPE

2030

FRAME FINISH GLAZING

1 EXTRUDED HOLLOW ALUMINIUM FRAMES, SIZE TO BE DETERMINED BY SPECIALIST TO ENSURE SUFFICIENT STRENGTH AND RIGIDITY. ALL MATERIALS AS PER BUILDING STANDARDS. ALL FRAMES TO BE SUPPLIED WITH PROTECTIVE TAPE. POWDER COATED TO SPEC. COLOUR TO SPEC CLEAR SAFETY GLASS AS PER MANUFACTURERS SPECIFICATION AND TO COMPLY WITH BUILDING REGULATIONS. ENSURE TOTAL WATERPROOFING WITH BUILDING REGULATION APPROVED SEALS. ALLOW 3-5MM VERT. MOVEMENT BETWEEN GLASS AND FRAME MANUFACTURER TO ALLOW FOR STANDARD LATCHES, HINGES, FRICTION STAYS, SLIDING GEAR ETC. FIRST STOREY PYJAMA LOUNGE

50

QUANTITY FRAME TYPE

STAMPS:

FFL Position as per plan

QUANTITY FRAME TYPE FRAME FINISH GLAZING FURNITURE LOCATION

LOT 194,104 Glen drive,Zinkwazi Beach,Kwadukuza Municipality

1 EXTRUDED HOLLOW ALUMINIUM FRAMES, SIZE TO BE DETERMINED BY SPECIALIST TO ENSURE SUFFICIENT STRENGTH AND RIGIDITY. ALL MATERIALS AS PER BUILDING STANDARDS. ALL FRAMES TO BE SUPPLIED WITH PROTECTIVE TAPE. POWDER COATED TO SPEC. COLOUR TO SPEC CLEAR SAFETY GLASS AS PER MANUFACTURERS SPECIFICATION AND TO COMPLY WITH BUILDING REGULATIONS. ENSURE TOTAL WATERPROOFING WITH BUILDING REGULATION APPROVED SEALS. ALLOW 3-5MM VERT. MOVEMENT BETWEEN GLASS AND FRAME MANUFACTURER TO ALLOW FOR STANDARD LATCHES, HINGES, FRICTION STAYS, SLIDING GEAR ETC. FIRST STOREY PASSAGE 1

T +27 (0)67 296 4386 E levizdesignz@outlook.com www.levizdesigns.com Project status:

WORKING DRAWINGS

DOOR SCHEDULE 01

Issue date:

1/6/2023 3:32:01 AM

Clients Signature Engineers Signature & Reg No. Architect Signature & Reg No. Scale:

1 : 50

Project number:

P10 Drawn by:

Checked by:

Drawing number:

DO

Checker

WD 503

REV

GENERAL NOTES:

0 30

50

4710

• •

WALL PLATE

•

30 47

80

5270

• • •

2150

All supports, fixing details & frames to be specified by specialist.Colour to be confirmed with architect prior to manufacuturing.Final dimensions of louvres to be taken on site prior to manufacture. LOUVRE SCREEN 1

50x50mm Timber horizontal louvres spaced @ 100mm C/C by specialist

Louvre fixed screen on subframe to specialist detail

•

2380

il 1 ta N on e EE en ist d R e l SC scr ecia E d p VR fixe to s U e e LO uvr am r Lo ubf s

PASSAGE 1

U/s Ceiling to Rafter Tiles

• •

Position of Screens to be measured & checked on site prior to manufacturing.

•

150

LOUVRE SCREEN 1

All dimensions and levels to be verified on site, prior to the commencement of setting out ,working drawings or conctruction drawings are not to be scaled. Figured dimensions only are to be used. Any discrepancies, errors and omissions are to be reported to the Architect immeditely before commencing with any work. All shop drawings are to be submitted for designer's approval prior to manufacturign and installation. All work is to be in strict accordancen with the by-laws and regulations of the local authority. Where required, architects drawings are to be read in conjunction with engineers drawings. Copyright and right of reproduction of this drawing or any part thereof is reserved and remains with the architect. All structural concrete,brick work ,steel works and timber works are to the engineers specification & details. All timber to be grade 6/7 - section 1&2 All roof timber trusses to be as per the National building Regulations. Glazing to be as per the National building Regulations. Addional requirements recommended by supplier to be discussed with Archiect & Cient.

50

10 0

•

STAMPS:

FIRST STOREY 2550

Revision Schedule Revision Revision Number Date

LOUVRE SCREEN 1 - PLAN

LOUVRE SCREEN 1- ELEVATION

LOUVRE SCREEN 1- 3D VIEW

SCALE 1 : 50

SCALE 1 : 25

SCALE

Revision Description

1580

VR su uv E bf re SC ra fi R 16 me xed EE 20 to s N c sp re 1 ec en ia o lis n td et ai l

BALCONY 2

Lo

50

WALL PLATE 5270

80

LO U

Open Non Slip Tiles

90

14

47

LOUVRE SCREEN 1

U/s Ceiling to Rafter Tiles

2150

PASSAGE 1

2380

AREA SCHEDULE: EXISTING NEW WORK TOTALS:

All supports, fixing details & frames to be specified by specialist.Colour to be confirmed with architect prior to manufacuturing.Final dimensions of louvres to be taken on site prior to manufacture.

2550

Position of Screens to be measured & checked on site prior to manufacturing.

SCALE 1 : 50

BASEMENT

G.FLOOR

1st FLOOR

2nd FLOOR

3rd FLOOR 4th FLOOR

COVERAGE F.A.R. TOTAL AREAS:

FIRST STOREY

50x50mm Timber horizontal louvres spaced @ 100mm C/C by specialist

LOUVRE SCREEN 1 - PART 2 PLAN

EXISTING NEW WORK TOTALS:

150

LOUVRE SCREEN 2

30

Louvre fixed screen on subframe to specialist detail

LOUVRE SCREEN 1-PART 2 - ELEVATION

LOUVRE SCREEN 1- PART 2- 3D VIEW

SCALE 1 : 25

SCALE

4280

WALL PLATE 80

5270

New Proposed Residence for (ANDILE ZULU)

50

0

10

Louvre fixed screen on subframe to specialist detail

All supports, fixing details & frames to be specified by specialist.Colour to be confirmed with architect prior to manufacuturing.Final dimensions of louvres to be taken on site prior to manufacture.

2380

LOUVRE SCREEN 2 2250

U VR Lo E su uv SC bf re R ra fi EE m xe e d N to sc 2 sp re ec en ia o lis n td et ai l

LO

50

LOT 194,104 Glen drive,Zinkwazi Beach,Kwadukuza Municipality

50x50mm Timber horizontal louvres spaced @ 100mm C/C by specialist Position of Screens to be measured & checked on site prior to manufacturing.

50

LOUVRE SCREEN3

80

42

FIRST STOREY 2550

LOUVRE SCREEN 2 - PLAN

LOUVRE SCREEN 2 - ELEVATION

LOUVRE SCREEN 2 - 3D VIEW

SCALE 1 : 50

SCALE 1 : 25

SCALE

PASSAGE 1

U/s Ceiling to Rafter Tiles

2 il ta N on de EE R en ist re ial SC sc ec E ed sp VR U fix to 00 re e LO 65 uv ram 50 Lo ubf 64 s

WALL PLATE 5270

80

BEDROOM 1

U/s Ceiling to Rafter Tiles

T +27 (0)67 296 4386 E levizdesignz@outlook.com www.levizdesigns.com

6500

Project status:

LOUVRE SCREEN SCHEDULE 01

PYJAMA LOUNGE

50

LOUVRE SCREEN 2

Issue date:

Louvre fixed screen on subframe to specialist detail

80

30

2250

2380

U/s Ceiling to Rafter Tiles

50

1/6/2023 3:32:16 AM

Clients Signature Engineers Signature & Reg No.

All supports, fixing details & frames to be specified by specialist.Colour to be confirmed with architect prior to manufacuturing.Final dimensions of louvres to be taken on site prior to manufacture. 50x50mm Timber horizontal louvres spaced @ 100mm C/C by specialist

LOUVRE SCREEN 2 - PART 2 PLAN SCALE 1 : 50

Position of Screens to be measured & checked on site prior to manufacturing.

Architect Signature & Reg No. Scale:

50

LOUVRE SCREEN4

WORKING DRAWINGS

FIRST STOREY 2550

LOUVRE SCREEN 2 - PART 2 - ELEVATION

LOUVRE SCREEN 2- PART 2- 3D VIEW

SCALE 1 : 25

SCALE

As indicated

Project number:

P10

Drawn by:

Checked by:

Drawing number:

Author

Checker

WD 600

REV

GENERAL NOTES: •

All dimensions and levels to be verified on site, prior to the commencement of setting out ,working drawings or conctruction drawings are not to be scaled. Figured dimensions only are to be used. Any discrepancies, errors and omissions are to be reported to the Architect immeditely before commencing with any work. All shop drawings are to be submitted for designer's approval prior to manufacturign and installation. All work is to be in strict accordancen with the by-laws and regulations of the local authority. Where required, architects drawings are to be read in conjunction with engineers drawings. Copyright and right of reproduction of this drawing or any part thereof is reserved and remains with the architect. All structural concrete,brick work ,steel works and timber works are to the engineers specification & details. All timber to be grade 6/7 - section 1&2 All roof timber trusses to be as per the National building Regulations. Glazing to be as per the National building Regulations. Addional requirements recommended by supplier to be discussed with Archiect & Cient.

• • •

0

10

50

•

50

MAIN BEDROOM

•

WALL PLATE

•

220

U

5270

• All supports, fixing details & frames to be specified by specialist.Colour to be confirmed with architect prior to manufacuturing.Final dimensions of louvres to be taken on site prior to manufacture.

• •

Position of Screens to be measured & checked on site prior to manufacturing.

Revision Schedule Revision Revision Number Date

Revision Description

50

LOUVRE SCREEN 3 - PLAN

LOUVRE SCREEN 3- ELEVATION

LOUVRE SCREEN 3- 3D VIEW

SCALE 1 : 50

SCALE 1 : 25

SCALE

3 il N ta on de EE R en ist SC re ial E sc ec VR ed sp U fix to LO re e 0 uv ram 86 2 Lo bf

su

80

5270

0

10

50

50 LOUVRE SCREEN 1

2380

AREA SCHEDULE:

All supports, fixing details & frames to be specified by specialist.Colour to be confirmed with architect prior to manufacuturing.Final dimensions of louvres to be taken on site prior to manufacture.

EXISTING NEW WORK TOTALS:

50x50mm Timber horizontal louvres spaced @ 100mm C/C by specialist

EXISTING NEW WORK TOTALS:

Position of Screens to be measured & checked on site prior to manufacturing.

LOUVRE SCREEN 3 - PART 2 PLAN

Louvre fixed screen on subframe to specialist detail

50

60

27

U/s Ceiling to Rafter Engineered Timber

SCALE 1 : 50

2870

WALL PLATE

60

27

MAIN BEDROOM

LOUVRE SCREEN 6

•

2520

Louvre fixed screen on subframe to specialist detail

2250

LOUVRE SCREEN 3

50x50mm Timber horizontal louvres spaced @ 100mm C/C by specialist

2250

LOUVRE SCREEN 5

Lo

1

1700

LO

0 70

VR E su uv SC bf re R ra fi EE m xe e d N to sc 3 sp re ec en ia o lis n td et ai l

U/s Ceiling to Rafter Engineered Timber

STAMPS:

2550

SCALE 1 : 25

G.FLOOR

1st FLOOR

2nd FLOOR

3rd FLOOR 4th FLOOR

COVERAGE F.A.R. TOTAL AREAS:

FIRST STOREY

LOUVRE SCREEN 3- PART 2-ELEVATION

BASEMENT

LOUVRE SCREEN 3- PART 2- 3D VIEW SCALE

New Proposed Residence for (ANDILE ZULU)

LOT 194,104 Glen drive,Zinkwazi Beach,Kwadukuza Municipality

T +27 (0)67 296 4386 E levizdesignz@outlook.com www.levizdesigns.com Project status:

WORKING DRAWINGS

LOUVRE SCREEN SCHEDULE 02

Issue date:

1/6/2023 3:32:25 AM

Clients Signature Engineers Signature & Reg No. Architect Signature & Reg No. Scale:

As indicated

Project number:

P10

Drawn by:

Checked by:

Drawing number:

Author

Checker

WD 601

REV

Turn static files into dynamic content formats.

Create a flipbook