PSS- ONLINE PORTFOLIO by Tarryn Kemp

1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20.

PSS FORM DECLARATION OF WORK GENERAL QUESTIONS JOBS: ALDUM BOSCHENMEER BRICE BURWOOD ROAD CHAIT DA GRACA FISHHOEK COMMERCIAL FOSTER MUNRO NORTJE OK- STRANDFONTEIN RIVER’S EDGE 2 RONDEBOSCH OAKS- PHASE 2 SANS 10400 SEAWAYS ST JOSEPHS ROAD SUNNY ACRES- FLATS

21. 22. 23. 23. 24. 25.

SUNNY ACRES- NEW CENTRE THORP DELTA FISH HOEK THORP DELTA- WETTON VERSFELD WALKER WESSELS ROAD

GORDON HART ARCHITECTS 14 CHARLSTON PLACE o WESSELS ROAD o KENILWORTH o 7708 PHONE: 021 - 683 1501 o FAX: 021 - 674 3385 Cape Peninsula University of Technology Thomas Pattullo Campus Department of Architectural Technology Jan Smuts Road Cape Town 8000 ATT: Sir / Madam RE: CONFIMATION OF STUDENTâ&#x20AC;&#x2122;S WORK This letter confirms that I Gordon Hart , acknowledge that Tarryn Kemp, has completed a minimum of 80% of the drawings or has made significant alterations / additions to the work included in this portfolio during her experiential training with Gordon Hart Architects. Kind Regards

Gordon Hart

JAMES GORDON ANDREW HART B ARCH (CT) ARCH SA

How does the project and drawing reference system work in your office? Explain this diagrammatically.

Answer:

Job numbers are allocated according to the following: Year it started: in 2010 â&#x20AC;&#x201C; 10, in 2011 etc Number of job that year: 1st job for the year 01, etc Drawing reference, namely 100- site plan 101- floor plan etc

Revisions are indicated with a letter starting with A EXAMPLE:

YEAR

JOB # : DRAWING REF / REVISION #

11: 01: 100 / A 2.

How does your office find work on a sustainable basis?

Answer:

Gordon relies on word of mouth advertising and due to the practice mostly dealing with developments, the developerâ&#x20AC;&#x2122;s supplies the work and therefore are the clients.

Analyse your office environment?

The office environment is fairly relaxed and it is very easy to talk to everyone. Gordon has an open door policy and that makes it really comfortable for me to ask questions whenever I donâ&#x20AC;&#x2122;t understand. a.

How many people work there?

There are 4 people in the office: Gordon Hart: Principle Architect & owner Jenny Collins: Architectural Technologist Yaseen Mohamed: Architectural Technologist Tarryn Kemp: Architectural Technology Intern b.

What are their respective responsibilities?

Gordon Hart: Designs all work, client communication, site visits Jenny Collins: Walk plans, administration & producing drawings according to N.B.R Yaseen Mohamed: design aspects & producing drawings according to N.B.R Tarryn Kemp: producing drawings according to N.B.R & learning from everyone.

How does the communication work in the office – who reports to whom etc?

Monday morning meetings happen on a weekly basis – well most Mondays. This is where we establish who will be working on what for that week, the progress of projects etc. All the work produced in the office needs to be checked. Firstly by the person drawing, then double checked by Jenny & then finally by Gordon. A progress chart is up in the office displaying each person’s job name, responsibilities and current stage in council. All-round it is a very pleasant and relaxing atmosphere. d.

How are new projects tackled – who gets involved in which stages of the project?

Gordon initially speaks to the client/ developer and receives the necessary information regarding that particular project. He then produces a set of sketch plans, hands it over to Jenny, Yaseen or I to produce more information. This could take weeks or just a few days depending on the client. Once that is established we produce council submission drawings & it has to be thoroughly checked as explained above. Jenny walks the plans, and amendments are done by the person whose task it was to begin with. An exciting and efficient process.

GORDON HART ARCHITECTS UNIT 14 CHARLSTON PLACE WESSELS ROAD, KENILWORTH PHONE : 021-683-1501 FAX : 021-674-3385 PROJECT DETAILS

DRAWING DESCRIPTION

DESIGN BY

DRAWING SCALE

DRAWN BY

REVISION NO.

DATE

COMP. FILE

ARCH SIGN

CLIENT SIGN

JGA HART B. ARCH (CT) Prof. Arch. REG. NO. 5829 DRAWING N0.

GORDON HART ARCHITECTS UNIT 14 CHARLSTON PLACE WESSELS ROAD, KENILWORTH PHONE : 021-683-1501 FAX : 021-674-3385 PROJECT DETAILS

DRAWING DESCRIPTION

DESIGN BY

DRAWING SCALE

DRAWN BY

REVISION NO.

DATE

COMP. FILE

ARCH SIGN

CLIENT SIGN

JGA HART B. ARCH (CT) Prof. Arch. REG. NO. 5829 DRAWING N0.

JOB NAME & NO. -

HOUSE ALDUM â&#x20AC;&#x201C; AS BUILT PLANS

97: 39: 100/H 1. What is the purpose of this drawing/information? To draw up the as built plans of the house as the client did not have any reference plans including the alterations of a new loft floor that was to be made to the house. 2. Who are the people for whom you have prepared this drawing/information? The drawing was prepared for the home owner as well as for council. 3. Are there any other ways to provide the same drawing/information? 4.

Explain the purpose of every component of the drawing/information mean (for example, why do you put certain

dimensions on a specific drawing?)

GORDON HART ARCHITECTS UNIT 14 CHARLSTON PLACE WESSELS ROAD, KENILWORTH PHONE : 021-683-1501 FAX : 021-674-3385 PROJECT DETAILS

DRAWING DESCRIPTION

DESIGN BY

DRAWING SCALE

DRAWN BY

REVISION NO.

DATE

COMP. FILE

ARCH SIGN

CLIENT SIGN

JGA HART B. ARCH (CT) Prof. Arch. REG. NO. 5829 DRAWING N0.

JOB NAME & NO. -

HOUSE ALDUM â&#x20AC;&#x201C; VERANDER

09: 22: 100 1. What is the purpose of this drawing/information? 2. Who are the people for whom you have prepared this drawing/information? 3. Are there any other ways to provide the same drawing/information? 4.

Explain the purpose of every component of the drawing/information mean (for example, why do you put certain

dimensions on a specific drawing?)

N0RTH Bath Room VOID

T.V Lounge

Dressing Room

BOUNDARY 17 000

O U 4 ND 2 4 AR 0

Gallery Walkway

building line

sewer connection

Bedroom Bedroom 4 3

Balcony

GALLERY FLOOR PLAN BOUNDARY 25 000

BOUNDARY 19 000

SCALE 1:100

ERF 26994

Bedroom 1 Yard Patio

ERF 26996

sliding folding window

R A D 0 N 4 U 2 O 4

Kitchen

building line

Lounge & Dining Area

En-suite

REVISIONS

BOUNDARY 17 000

REV.

DATE

DESCRIPTION

P.O.S

STREET

Bedroom 2

Guest WC

STREET

ERF 26995

Foyer

Garage

CHARLSTON PLACE UNIT 14 WESSELS ROAD,KENILWORTH PHONE :(021) 683-1501 FAX :(021) 674-3385 PROJECT DETAILS

PROPSED HOUSE ON ERF 26696 BOSCHENMEER

SITE & ROOF PLAN SCALE 1:100 A

DRAWING DESCRIPTION

FLOOR PLANS & ELEVATIONS DESIGN BY

GROUND FLOOR PLAN SCALE 1:100

GORDON HART DRAWN BY

TK DATE

18.02.2010 ARCH. SIGN.

DRAWING SCALE

1:100 REVISION NO.

COMP. FILE

BOSCHEMEER CLIENT SIGN.

GORDON HART B ARCH (CT) PROF ARCH REG NO. 5829 DRAWING N0.

10:03:100 \\workstation2\shareddocs\files b\boschenmeer\sketch plans\sketch 1 18.02.2010.drw printed 12 July 2011 at 11:48:16 AM

WEST ELEVATION SECTION A-A

SCALE 1:100

EAST ELEVATION SECTION B-B

SCALE 1:100

REVISIONS

BOUNDARY LINE

REV.

DATE

DESCRIPTION

CHARLSTON PLACE UNIT 14 WESSELS ROAD,KENILWORTH PHONE :(021) 683-1501 FAX :(021) 674-3385 PROJECT DETAILS

PROPSED HOUSE ON ERF 26696 BOSCHENMEER DRAWING DESCRIPTION

SECTIONS & ELEVATIONS

NORTH ELEVATION SCALE 1:100

SOUTH ELEVATION

DESIGN BY

SCALE 1:100

DRAWN BY

GORDON HART TK DATE

18.02.2010 ARCH. SIGN.

DRAWING SCALE

1:100 REVISION NO.

COMP. FILE

BOSCHEMEER CLIENT SIGN.

GORDON HART B ARCH (CT) PROF ARCH REG NO. 5829 DRAWING N0.

10:03:101 \\workstation2\shareddocs\files b\boschenmeer\sketch plans\sketch 1 18.02.2010.drw printed 12 July 2011 at 11:49:14 AM

JOB NAME & NO. -

BOSCHENMEER â&#x20AC;&#x201C; ELECTRICAL LAYOUT

10: 03: 100 1. What is the purpose of this drawing/information? 2. Who are the people for whom you have prepared this drawing/information? 3. Are there any other ways to provide the same drawing/information? 4.

Explain the purpose of every component of the drawing/information mean (for example, why do you put certain

dimensions on a specific drawing?)

NOTES: RE 2

RE 1 1800mm high Plastered 200mm Block wall

RE 4

RE 3

IMPORTANT NOTES: 1. ALL DIMS. ON PLAN TO BE READ AS IS AND NOT SCALED OFF THE DRAWING. 2. ALL BUILDING WORK IS TO COMPLY WITH NATIONAL BUILDING REGULATIONS. 3. ALL DIMS ARE TO BE CHECKED ON SITE BEFORE ANY BUILDING WORK COMMENCES. 4. ANY DISCREPANCIES IN DIMS AND DETAILS ARE TO BE REPORTED TO THE ARCHITECT IMMEDIATLY.

MH 1

1800

BOUNDARY LINE

NGL 10 000

GFL 10 250 W8

STANDARD NOTES: 1. ALL EXTERNAL WALLS TO BE OF CAVITY CONSTRUCTION. 2. STEPPED DPC TO BE BUILT IN AT FLOOR AND WALL JUNCTION MIN 150mm FROM NGL AND GROUND FLOOR LEVEL TO BE 230mm ABOVE B.O.F LEVEL AT SEWER CONNECTION UNLESS OTHERWISE STATED. 3. TOTAL AREA OF WINDOWS MUST NOT BE LESS THAN 10% OF THE FLOOR AREA FOR VENTILATION AND 5% FOR NATURAL LIGHT. 4. STORMWATER TO DISCHARGE TO STREET VIA CHANNELS AND NOT IN TO MUNICIPAL SEWER. 5. PRESTRESSED LINTELS TO BE BUILT IN OVER ALL OPENINGS UP TO 3m WITH MIN 4 COURSES BRICKWORK WITH BRICKFORCE EVERY COURSE, LAID TO MANUFACTURERS SPECS. 6. FOOTINGS TO BE BUILT SO AS NOT TO ENCROACH ON BOUNDARY WHERE APPLICABLE. 7. ALL BALUSTRADES TO BE 1000mm HIGH WITH OPENING NOT WIDER THAN 100mm. 8. PARAPET WALLS NOT TO EXCEED 500mm IN HEIGHT.

sewage connection

Bath Room

NOTE: stiffners to Engineers detail

RE / MANHOLE

NGL

COVER LEVEL

MH 1

10 000

9 550

9 494

9 404

9 097

9 035

450

506

596

903

965

DEPTH DISTANCE

10 000

7 sqm

VOID

T.V Lounge

10 000

48kg LP Gas Cyclinders

Tiles

3355

5424

1:60

Flueless Gas Fire

3 740

18 401

NOTE: stiffners to Engineers detail

DRAINAGE SECTION (RUN "A")

SECTION C-C

N.T.S (SCHEMATIC REPRESENTATION ONLY) FOR ANY DISTANCES, DEPTHS AND FALLS BEYOND ERF BOUNDARY SHOULD BE CHECKED AND CONFIRMED ON SITE

SCALE 1:50

Dressing Room W4

Tiles

DRAINAGE: (DRAINAGE TO COMPLY WITH PART P OF SABS 0400.) Drainage that falls within driveway or under buildings or where drainage run has less than 300mm cover to be adequately protected encased in concrete. Where drainage run falls under driveway, heavy duty rodding eyes and man holes to be used. Drainage fixtures to be anti-syphoned or deep seal traps where applicable. For levels and connection points see plan. Drainage section schematic only and measurements need to be checked on site.

9 sqm D7

Gallery Walkway

WINDOW SCHEDULE

MH 1

Carpet

12 sqm

FFL 12 850 2200mm high Plastered 200mm Block wall

2200

BOUNDARY LINE

NGL 10 000

1200 X 1800mm TOP- HUNG WHITE EPOXY COATED ALUMINIUM

900 x 1800MM TOP-HUNG EPOXY COATED WHITE ALUMINIUM

600 X 900mm TOP-HUNG WHITE EPOXY COATED ALUMINIUM

1200 X1500mm TOP-HUNG WHITE EPOXY COATED ALUMINIUM

600 X 1500mm TOP- HUNG WHITE EPOXY COATED ALUMINIUM

GFL 10 250 G D9

sewage connection

D9 W5

Balcony Screed

1200 X1200mm WHITE EPOXY COATED SLIDING WINDOW WITH 3 400mm PANELS

12 sqm RE / MANHOLE

RE 2

RE 1

COVER LEVEL

10 000

INVERT LEVEL

9 480

NGL DEPTH

520

10 000

9 268

9 035

732

965

600 X 600 EPOXY COATED WHITE TOP HUNG ALUMINIUM WINDOW

KEY DESCRIPTION

GALLERY FLOOR PLAN

1200 X 2100 GLAZED TIMBER PIVOT DOOR PAINTED WHITE

1200X2100 ALUMINIUM DOUBLE DOOR WITH BOTH OPENING

9280X 2100 ALUMINIUM FOLDING/SLIDING DOORS WITH 928 X 2100 PANELS OPENING TO LEFT SIDE

900X2100 TIMBER STABLE DOOR PAINTED WHITE

900X2100 HALF HOUR FIRE DOOR WITH DOOR CLOSERS

4800X2100 SECTIONAL OVER HEAD GARAGE DOOR

813X2100 STANDARD INTERNAL DOOR

900X2100 RIGHT SLIDING DOOR

900 X 2100 ALLUMINIUM DOOR

900 X 2100 STANDARD STEEL LEFT SWING SWING SHUT GATE

SECTION D-D SCALE 1:50 Existing Boundary wall

BOUNDARY 17 000

Re4

pool

Concrete beam over to Engineers Detail

Kliplok Roof sheeting

ERF 26995

Carpet

Re1

25 sqm

RUN "A"

Re1

Kliplok Roof sheeting

TV POINT

CEILING MOUNTED LIGHT FITTING DOWNLIGHTER

Lounge & Dining Area

Tiles

3 sqm

Carpet

Coverland Elite Farmhouse roof tiles

FFL 10 250

Tiles

5 sqm D7

ERF 26994

Flueless Gas Fire

b.i.c

En-suite W4

1 2 3 4 5 6 7 8 9 10 11 12 13

69 sqm

15 sqm

Re1

Foyer

DISTRIBUTION BOARD

REV. DATE

Re1

drainge pipes to be encased in concrete

DRAWN TK

30.08.2010

ADDITION OF CHIMNEY

06.09.2010

BOUNDARY WALL CHANGE

15.11.2010

NOTES AMMENED SECTION E-E & F-F ADDED & BOX GUTTER DETAIL ADDED

WEST & EAST ELEVATIONS WINDOWS CHANGED

31.05.2010

D4 D10

DESCRIPTION

HWC HWC

Tiles

5 sqm

Double Garage D1

Screed

38 sqm

F FFL 10 200 Re3

RUN "A"

CHARLSTON PLACE UNIT 14 WESSELS ROAD,KENILWORTH PHONE :(021) 683-1501 FAX :(021) 674-3385

Re2

Beam to Engineers Detail

Re2

RUN "A"

ERF 26996

PROJECT DETAILS

N0RTH

NGL 10 000

R A D 0 N 4 U 2 O 4

PROPOSED HOUSE ON ERF 26996 BOSCHENMEER

DRAWING DESCRIPTION

SITE, ROOF, FLOOR PLANS

building line 1000mm

DESIGN BY

GORDON HART

BOUNDARY 17 000

DRAWN BY

TK DATE

05.05.2010

P.O.S SITE & ROOF PLAN SCALE 1:100

200-litre HOT WATER CYLINDER

REVISIONS: G

D5 dp

HWC

d/d fridge

b.i.c

48kg LP Gas Cyclinders

LIGHT SWITCH

sink

Tiles

6 sqm

Tiles 15 sqm

oven

Kitchen

Tiles

10 sqm

prep bowl

bulkhead

" RUN "B

En-suite Dressing D8 room Tiles

min radius of 600mm at bends

TELEPHONE POINT

VEHICLE ENTRANCE

Re3

13 sqm

EXTERIOR WALL MOUNTED LIGHT FITTING

RUN "A"

Coverland Elite Farmhouse roof tiles

3 PHASE POWER POINT FOR OVEN/HOB

Paving Slabs

43 sqm FFL 10 250

Bedroom 2 dp

Yard

Sunroom

DESCRIPTION

SINGLE POWER POINT-300 ABOVE FFL

Concrete beam over to Engineers Detail

BOUNDARY 25 000

" RUN "B vs

KEY

DOUBLE CRABTREE 15 AMP POWER POINT

Tiles

Coverland Elite Farmhouse roof tiles

ELECTRICAL LEGEND

b.i.c

RUN "A"

Coverland Elite Farmhouse roof tiles

BOUNDARY 19 000

Main Bedroom

D10

NGL 10 000

min radius of 600mm at bends

bulkhead

building line 1000mm

" RUN "B

min radius of 600mm at bends

Guest WC

O U 4 ND 2 A 4 R 0

sewer connection

min radius of 600mm at bends

New 1800mm high boundary wall as per Section C-C

STREET

min radius of 600mm at bends

RUN "B"

Re4

Re2

RUN "B"

New 2200mm high boundary wall as per Section D-D

QTY

SCALE 1:100

DRAINAGE SECTION (RUN "B")

700x 250 foundation footing

1200 X 1200mm TOP HUNG WHITE EPOXY COATED ALUMINIUM WITH 100mm BOTTOM FIXED PANE

DOOR SCHEDULE

1:60

FALL

13 960

12 718

DISTANCE

footing not to encroach boundary

MH 1

QTY

KEY DESCRIPTION

Bedroom Bedroom 4 3

RE 2

RE 1

Handrail at 900m above pitch line & balustrade at 1000mm high

FFL 12 850

1:60

1 2 3 4 5 6 7 8 9 10 11 12 13

14 Risers max of 200mm 13 Treads min of 250mm

25 sqm W4

FALL

700x 250 foundation footing

RE 4

10 000

INVERT LEVEL footing not to encroach boundary

RE 3

RE 2

RE 1

Tiles

STREET

Gas installation to comply with SANS 10087 Part 1

GROUND FLOOR PLAN SCALE 1:100

Space heating to comply with Part V of SABS 0040/1990

AREAS TOTAL ERF SIZE TOTAL COVERAGE %

ARCH. SIGN.

491m sq 284m sq

DRAWING SCALE

1:100 REVISION NO.

COMP. FILE

BOSCHEMEER CLIENT SIGN.

GORDON HART B ARCH (CT) PROF ARCH REG NO. 5829 ( 58%)

DRAWING N0.

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NOTES: IMPORTANT NOTES: 1. ALL DIMS. ON PLAN TO BE READ AS IS AND NOT SCALED OFF THE DRAWING. 2. ALL BUILDING WORK IS TO COMPLY WITH NATIONAL BUILDING REGULATIONS. 3. ALL DIMS ARE TO BE CHECKED ON SITE BEFORE ANY BUILDING WORK COMMENCES. 4. ANY DISCREPANCIES IN DIMS AND DETAILS ARE TO BE REPORTED TO THE ARCHITECT IMMEDIATLY. STANDARD NOTES: 1. ALL EXTERNAL WALLS TO BE OF CAVITY CONSTRUCTION. 2. STEPPED DPC TO BE BUILT IN AT FLOOR AND WALL JUNCTION MIN 150mm FROM NGL AND GROUND FLOOR LEVEL TO BE 230mm ABOVE B.O.F LEVEL AT SEWER CONNECTION UNLESS OTHERWISE STATED. 3. TOTAL AREA OF WINDOWS MUST NOT BE LESS THAN 10% OF THE FLOOR AREA FOR VENTILATION AND 5% FOR NATURAL LIGHT. 4. STORMWATER TO DISCHARGE TO STREET VIA CHANNELS AND NOT IN TO MUNICIPAL SEWER. 5. PRESTRESSED LINTELS TO BE BUILT IN OVER ALL OPENINGS UP TO 3m WITH MIN 4 COURSES BRICKWORK WITH BRICKFORCE EVERY COURSE, LAID TO MANUFACTURERS SPECS. 6. FOOTINGS TO BE BUILT SO AS NOT TO ENCROACH ON BOUNDARY WHERE APPLICABLE. 7. ALL BALUSTRADES TO BE 1000mm HIGH WITH OPENING NOT WIDER THAN 100mm. 8. PARAPET WALLS NOT TO EXCEED 500mm IN HEIGHT.

N.G.L

Coverland Elite Farmhouse roof tiles

45 ° pitch

BOUNDARY LINE

Truss & beam to engineers detail

45 ° pitch 45 ° pitch

Main Bedroom Plaster & Paint

Coverland Elite Farmhouse roof tiles

MAIN ROOF (ROOF TO COMPLY WITH PART L OF SABS 0400.) Main roof to have Coverland Elite Farmhouse Terracotta Roof tiles @ 45° 50 x 38mm batterns @ 320 c/cs on Sisalation Insulation as underlay on 22mm T & G boarding. Trusses to Engineers detail. Trusses @ 760mm c/c's to be tied down to wall plate with 1.6 x 30mm galv. hoop iron straps built min. of 600mm into brickwork. Timber that is to be built into wall to be adequately protected with DPC wrapped around ends.

Void Gallery FFL 12 850

3 ° pitch

FFL LEAN-TO ROOF: (ROOF TO COMPLY WITH PART L OF SABS 0400.) Kliplok profile roof sheeting @ 3° on 76X50mm purlins @1050mm cc's max on 228x50mm rafters @1050mm c/c's max fixed at head by means of "TECO" brackets. Rafters tied down to wall at end with 1.2mm x 30mm galv. hoop iron straps built in 600mm into wall Timber grade 4. Timber that is to be built in to wall to be adequately protected with DPC wrapped around ends. Roof to have flashing where necessary.

Plaster & Paint

Kitchen Ground FFL 10 250

dpc

FFL

dpc FFL

N.G.L

dpc

FFL

Ground FFL 10 250

100mm concrete floor slab

N.G.L

HEIGHT RESTRICTIONS: No portion of the building to exceed the height of 8.5m above the average natural ground level.

100mm concrete floor slab 700 x 230 footings

700 x 230 footings

FFL

dpc

SECTION A-A

SECTION B-B

SCALE 1:100

700 x 230 footings

RAINWATER GOODS: All gutters to be seamless aluminium, and 150mm round uPVC downpipes. refer to plan

14 Risers max of 200mm 13 Treads min of 250mm

WALLS: (WALLS TO COMPLY WITH PART K OF SABS 0400.) External walls of 230mm cavity walls with 10 wire ties per sq. meter. Stepped dpc with weepholes at 800mm ccs. Internal walls of 190mm solid walls. All walls to be constructed of 90mm hollow core concrete blocks. The wall area behind all sinks & wash basins must be tiled to a height of at least 300mm at least 3 Tile splash back to all base units .Walls to be plastered and painted as follows:

Handrail at 900m above pitch line & balustrade at 1000mm high

external - plasterd and painted internal - plasterd and painted All walls to be painted Ivory To follow design manual FLOORS: (FLOORS TO COMPLY WITH PART J OF SABS 0400.) Ground floor construction to be min. 150mm mass concrete on 250 micron DPM on min 150mm well compacted fill with 20mm cement screed.250mm above NGLFloor finishes to as indicated on plan. All to Engineers detail

N.G.L

Coverland Elite Farmhouse roof tiles

45 ° pitch

Plaster & Paint

FFL

Plaster & Paint

FFL

45 ° pitch

BOUNDARY LINE

FOUNDATIONS: (FOUNDATION TO COMPLY WITH PART H OF SABS 0400.) Strip footings to 230mm and 190mm walls to be 700x230mm mass concrete. 90mm walls to have 600x200mm thickened slab. Where indicated footings not to encroach on boundary.

Coverland Elite Farmhouse roof tiles

Plaster & Paint

FFL

NORTH ELEVATION

WEST ELEVATION

SCALE 1:100

WINDOWS AND DOORS: (WINDOWS TO COMPLY WITH PART N OF SABS O400) Aluminium windows & doors,Glazing to comply with part N of NBR. Painted white to match exisiting development. All windows and doors openings to have precast prestressed lintols over. All Windows and doors to have a 150mm plaster band to be painted ivory in colour. Roof vents to be in proportion to the wall surface area of the gable. To form 1/6 of the wall surface area from between top of window work to apex of roof.

FFL

N.G.L

DRAINAGE: (DRAINAGE TO COMPLY WITH PART P OF SABS 0400.) Drainage that falls within driveway or under buildings or where drainage run has less than 300mm cover to be encased in concrete. Where drainage run falls under driveway,heavy duty rodding eyes and man holes to be used. Drainage fixtures to be anti-syphoned or deep seal traps where applicable. For levels and connection points see plan. All RWG & downpipes to be seamless alluminium and painted to match house

Coverland Elite Farmhouse roof tiles

Plaster & Paint Coverland Elite Farmhouse roof tiles

N.G.L

STAIR DETAILS: Stairs to comply with part M of SABS 0400. Risers max of 200mm Treads min of 250mm Handrail at 900m above pitch line & balustrade at 1000mm high

N.G.L

CILLS AND SKIRTING: Cills to be plastered and painted internaly and externally. Paint colour and type to developers choice. Skirtings to be of 75mm pine skirting reversible painted white gloss and to all rooms on ground floor excluding kitchen and guest WC. First floor rooms to have same and no skirting in bathrooms PLUG POINTS & LIGHT SWITCHES: Plugs in General areas to be at 300mm above finish floor. Plugs in kitchen to be at 300mm above work top All light switches at 1100mm above floor except in Lounge area to be 900mm above FFL under staircase EXTERNAL WORKS: Boundary wall to be 1.2m high and 2.1m respectively 200mm block wall to be plasted. All footings to ensue that it does not encraoch on bounday. External steel gates to owner's choice.

REVISIONS:

BOUNDARY LINE

REV. DATE

N.G.L

WEST & EAST ELEVATIONS WINDOWS CHANGED

DRAWN TK

31.05.2010

30.08.2010

ADDITION OF CHIMNEY

06.09.2010

BOUNDARY WALL CHANGE

15.11.2010

NOTES AMMENED SECTION E-E & F-F ADDED & BOX GUTTER DETAIL ADDED

45 ° pitch

Coverland Elite Farmhouse roof tiles

45 ° pitch 45 ° pitch

Coverland Elite Farmhouse roof tiles

45 ° pitch

Coverland Elite Farmhouse roof tiles

Plaster & Paint FFL

DESCRIPTION

Plaster & Paint

CHARLSTON PLACE UNIT 14 WESSELS ROAD,KENILWORTH PHONE :(021) 683-1501 FAX :(021) 674-3385

FFL

Plaster & Paint

Plaster & Paint Plaster & Paint

FFL

N.G.L

Plaster & Paint

PROJECT DETAILS

PROPOSED HOUSE ON ERF 26996 BOSCHENMEER

N.G.L

DRAWING DESCRIPTION

SOUTH ELEVATION

EAST ELEVATION

SCALE 1:100

SECTIONS & ELEVATIONS DESIGN BY

GORDON HART DRAWN BY

TK DATE

05.05.2010 ARCH. SIGN.

DRAWING SCALE

1:100 REVISION NO.

COMP. FILE

BOSCHEMEER CLIENT SIGN.

GORDON HART B ARCH (CT) PROF ARCH REG NO. 5829 DRAWING N0.

10:03:101D \\workstation2\shareddocs\files b\boschenmeer\working drawings\revision d- garage section 15.11.2010.drw printed 11 July 2011 at 03:20:08 PM

Bedroom 3 FFL 12 850

FFL

Beam to Engineers Detail

Double Garage FFL 10 200 100mm concrete floor slab

dpc FFL

N.G.L

700 x 230 footings

SECTION E-E SCALE 1:100

roof sheeting galv. flashing 75x50mm purlin

See box gutter detail

flashing

200mm X 75mm boxed gutter

Foyer

228x 50mm rafter built into brickwork wrapped in dpc

column

brickwork

dpc

CHARLSTON PLACE UNIT 14 WESSELS ROAD,KENILWORTH PHONE :(021) 683-1501 FAX :(021) 674-3385 PROJECT DETAILS

PROPOSED HOUSE ON ERF 26996 BOSCHENMEER DRAWING DESCRIPTION

SECTIONS & ELEVATIONS

100mm concrete floor slab 700 x 230 footings

SECTION F-F SCALE 1:100

DESIGN BY

GORDON HART DRAWN BY

BOX GUTTER DETAIL

TK DATE

16.05.2010 ARCH. SIGN.

DRAWING SCALE

1:100 REVISION NO.

COMP. FILE

BOSCHEMEER CLIENT SIGN.

SCALE 1:10 GORDON HART B ARCH (CT) PROF ARCH REG NO. 5829 DRAWING N0.

10:03:102 \\workstation2\shareddocs\files b\boschenmeer\working drawings\revision d- garage section 15.11.2010.drw printed 11 July 2011 at 03:21:11 PM

JOB NAME & NO. -

BOSCHENMEER

10: 03: 100D - 102 1. What is the purpose of this drawing/information? 2. Who are the people for whom you have prepared this drawing/information? 3. Are there any other ways to provide the same drawing/information? 4.

Explain the purpose of every component of the drawing/information mean (for example, why do you put certain

dimensions on a specific drawing?)

Bath Room T.V Lounge

VOID

Dressing Room

Gallery Walkway

Bedroom Bedroom 4 3

Balcony REVISIONS REV.

DATE

DESCRIPTION

GALLERY FLOOR PLAN SCALE 1:100

CHARLSTON PLACE UNIT 14 WESSELS ROAD,KENILWORTH PHONE :(021) 683-1501 FAX :(021) 674-3385 PROJECT DETAILS

PROPSED ALTERATION & ADDITION TO HOUSE FOSTER FREESIA ROAD, SIMONSTOWN ERF 3270 DRAWING DESCRIPTION

FLOOR PLANS & ELEVATIONS DESIGN BY

GORDON HART DRAWN BY

TK DATE

18.02.2010 ARCH. SIGN.

DRAWING SCALE

1:100 REVISION NO.

COMP. FILE

BOSCHEMEER CLIENT SIGN.

GORDON HART B ARCH (CT) PROF ARCH REG NO. 5829 DRAWING N0.

10:03:100 z:\files b\boschenmeer\sketch 1 18.02.2010.drw printed 18 February 2010 at 11:56:48 AM

Bedroom 1 Yard Patio sliding folding window

Kitchen

Bedroom 2

Guest WC

Lounge & Dining Area

En-suite

Foyer

Garage

REVISIONS REV.

DATE

DESCRIPTION

CHARLSTON PLACE UNIT 14 WESSELS ROAD,KENILWORTH PHONE :(021) 683-1501 FAX :(021) 674-3385 PROJECT DETAILS

PROPSED ALTERATION & ADDITION TO HOUSE FOSTER FREESIA ROAD, SIMONSTOWN ERF 3270

GROUND FLOOR PLAN SCALE 1:100

DRAWING DESCRIPTION

FLOOR PLANS & ELEVATIONS DESIGN BY

GORDON HART DRAWN BY

TK DATE

18.02.2010 ARCH. SIGN.

DRAWING SCALE

1:100 REVISION NO.

COMP. FILE

BOSCHEMEER CLIENT SIGN.

GORDON HART B ARCH (CT) PROF ARCH REG NO. 5829 DRAWING N0.

10:03:100 z:\files b\boschenmeer\sketch 1 18.02.2010.drw printed 18 February 2010 at 11:50:04 AM

JOB NAME & NO. -

BOSCHENMEER â&#x20AC;&#x201C; ELECTRICAL LAYOUT

Explain the purpose of every component of the drawing/information mean (for example, why do you put certain

dimensions on a specific drawing?)

site boundary 7 5 953 B

si t e EXISTING BUILDING

bo u

nd a

ry 33

EXISTING BUILDING

53 0

C p

228 Ø MUNICIPAL SE WER PIPE 70 33 ry 5 nda bou site

EXISTING SERVITUDE

bo un da ry

04 0

ERF 32579 L A N IP O IC TI N C U E M N O N T O C

1000 Ø MUNICIPAL ST ORMWATER PIPE

EXISTING MANHOLE

te si

7 9 4

9 2

grease trap

o si u t 5 nd e 7 a 7 r 0 y

ary d n bou 90 e t 1 i s 15

G IN LD

IN T IS X E

I U B

3 4

ry a d n u 0 o 9 b 1 e 5 it 1 s

oun 0 b s i te 1 5 1 9

bou 15 1 ndary 90

a d

y dar

site

n u o

9 96 10

IN T IS X E

I U B

site bou 15 ndary 190

IN T IS X E

o si u t 7 n e 5 da 9 r 0 y

G IN LD

R E S

IN T IS X E

920 9 1 y dar n u bo site

SCALE 1:200

ER H C FIS

E U N AVE

N0RTH

SITE PLAN

r M

I U B

G IN LD

te si

TU I V

ar d n

E D

3 10

REVISIONS: REV. DATE

DESCRIPTION

DRAWN

CHARLSTON PLACE UNIT 14 WESSELS ROAD, KENILWORTH PHONE : 021 683-1501 FAX : 021 674-3385

GORDON HART B ARCH (CT) PROF ARCH REG NO. 5829 PROJECT DETAILS

PROPOSED NEW WASHBAY ERF 32579 FISHER AVENUE, EPPING FOR BRICE INDUSTRIAL PARK DRAWING DESCRIPTION

PLANS ELEVATIONS AND SECTION DESIGN BY

GORDON HART DRAWN BY

DRAWING SCALE

1:200 REVISION NO.

T.K DATE

18.11.2010 ARCH. SIGN

COMP. FILE

BRICE-EPPING CLIENT. SIGN

DRAWING N0.

10:20:100

CONCRETE COVER SLAB

REMOVABLE GRID

OUTLET

INLET

dimensions to be determined on site

SHORT C.I BEND. (OR GALV. MILD STEEL)

100 mm Ø PIPES

A NOTES 1. Entrance of washbay must be provided with a roll over kerb 2. Effluent generated must discharge to the sewerage system via a sand trap, petrol/oil interceptor and sampling chamber. 3. All hosepipes used in the washbay must be fitted with automatic shut-off nozzles and the water supply to the washbay must be submetered 4. All taps to be located inside the washbay 5. No washing of vehicles to be conducted outside the confines of the washbay.

airtight removable stoppers

lifting handle

discharge gully with removable grating

CONCRETE

PLAN SECTION

SCALE 1:20

DETAIL B

SAND TRAP VENT PIPE

GLAVANISED IRON OR STAINLESS STEEL CONTAINER WITH 9.5mm HOLES

PLAN

DETAIL A

SCALE 1:50

GREASE TRAP REINFORCED CONCRETE SLAB TO ACCOMMODATE SUPERIMPOSED LOAD

100mm precast vibrocrete wall

KERB

At locations marked "2" & "3" only vitro clay pipes or glazed earthenware pipes using cement/ sand motar for jointing purposes may be used. Alternatively cast iron or F.C piping with cement motar joints.

KERB

PLAN AIRTIGHT INSPECTION CHAMBER COVERS

SCALE 1:20

GREASE TRAP

SEE DETAIL A

SAMPLING CHAMBER

SAND TRAP

PETROL/OIL INTERCEPTING TRAP

450 x 450 x 600mm concrete footing

INLET

VENT OUTLET

"A"

100 mm ø PIPES Compartments waterproofed internally

SEE DETAIL C

SECTION A-A

"B"

"C"

T.W.L

SEE DETAIL D

SEE DETAIL B

NOTES: Compartment soffits to be airtight and compartment walls & floors plastered in two-coat 1:2 cement/sand motar finished with a wood float and having concrete coverage of 12mm min thickness to ensure effective waterproofing

SCALE 1:50

230mm MIN THICKNESS ENG. BURNT CLAY BRICKS TO EXTERNAL AND PARTITION WALLS DESIGNED TO SUIT SITE SOIL CONDITIONS. (ALTERNATIVELY USE REINFORCED CONCRETE FLOOR, EXTERNAL AND INTERNAL WALLS)

SECTION SCALE 1:20

DETAIL C

PETROL/OIL INTERCEPTING TRAP

REVISIONS: NOTES 1. Chamber to be watertight and airtight 2. Use 230mm thickness approved quality brickwork designed to suit local soil conditions 3. As an alternative to brickwork use reinforced concrete walls 4. *in case of a Sampling Chamber required for a night discharge arrangement depth "d" must be extended to a min depth of 450mm

N.G.L

NORTH ELEVATION

SOUTH ELEVATION

SCALE 1:50

REV. DATE

PLAN

DESCRIPTION

DRAWN

CHARLSTON PLACE UNIT 14 WESSELS ROAD, KENILWORTH PHONE : 021 683-1501 FAX : 021 674-3385

SCALE 1:20 REMOVABLE GRID

SITE BOUNDARY

CONCRETE COVER SLAB

GORDON HART B ARCH (CT) PROF ARCH REG NO. 5829 PROJECT DETAILS

internal walls to be cement rendered CLEANING EYE

PROPOSED NEW WASHBAY ERF 32579 FISHER AVENUE, EPPING FOR BRICE INDUSTRIAL PARK

OUTLET

water level 100 mm ø PIPES

STANDARD FITTING

DRAWING DESCRIPTION

PLANS ELEVATIONS AND SECTION

SITE BOUNDARY

N.G.L

Venting manifold as indicated must be constructed above interceptor cover level it is therefore mandatory that the lowest vertical leg of the branch vent must be a minimum of 225mm above cover level. As indicated in addition the whole manifold must be clearly visible and fixed to a structurally stable wall or other permanent

ALL INTERNAL PIPING AND RELATED BENDS "A, B & C" TO BE CAST IRON OR GALVANISED MILD STEEL ONLY

DESIGN BY

GORDON HART DRAWN BY

DRAWING SCALE

1:200 REVISION NO.

T.K

WEST ELEVATION

EAST ELEVATION

SCALE 1:50

SECTION

DATE

18.11.2010

SCALE 1:20

ARCH. SIGN

DETAIL D SAMPLING CHAMBER

COMP. FILE

BRICE-EPPING CLIENT. SIGN

DRAWING N0.

10:20:101

\\workstation2\shareddocs\files b\brice-epping\site-plan.drw printed 07 July 2011 at 04:51:41 PM

JOB NAME & NO. -

BRICE- EPPING

10: 20: 100 1. What is the purpose of this drawing/information? 2. Who are the people for whom you have prepared this drawing/information? 3. Are there any other ways to provide the same drawing/information? 4.

Explain the purpose of every component of the drawing/information mean (for example, why do you put certain

dimensions on a specific drawing?)

NOTES: 1. ALL DIMS. ON PLAN TO BE READ AS IS AND NOT SCALED OFF THE DRAWING. 2. ALL BUILDING WORK IS TO COMPLY WITH NATIONAL BUILDING REGULATIONS. 3. ALL DIMS ARE TO BE CHECKED ON SITE BEFORE ANY BUILDING WORK COMMENCES. 4. ANY DISCREPANCIES IN DIMS AND DETAILS ARE TO BE REPORTED TO THE ARCHITECT IMMEDIATLY.

250

2600

2550

4376

600

300

STANDARD NOTES: 1. ALL EXTERNAL WALLS TO BE OF CAVITY CONSTRUCTION. 2. STEPPED DPC TO BE BUILT IN AT FLOOR AND WALL JUNCTION MIN 150mm FROM NGL AND GROUND FLOOR LEVEL TO BE 230mm ABOVE B.O.F LEVEL AT SEWER CONNECTION UNLESS OTHERWISE STATED. 3. TOTAL AREA OF WINDOWS MUST NOT BE LESS THAN 10% OF THE FLOOR AREA FOR VENTILATION AND 5% FOR NATURAL LIGHT. 4. STORMWATER TO DISCHARGE TO STREET VIA CHANNELS AND NOT IN TO MUNICIPAL SEWER. 5. PRESTRESSED LINTELS TO BE BUILT IN OVER ALL OPENINGS UP TO 3m WITH MIN 4 COURSES BRICKWORK WITH BRICKFORCE EVERYCOURSE, LAID TO MANUFACTURERS SPECS. 6. FOOTINGS TO BE BUILT SO AS NOT TO ENCROACH ON BOUNDARY WHERE APPLICABLE. 7. ALL BALUSTRADES TO BE 1000mm HIGH WITH OPENING NOT WIDER THAN 100mm. 8. PARAPET WALLS NOT TO EXCEED 500mm IN HEIGHT.

dpc

dpc 75mm conc slab 700 X 250 FOOTING

700 X 250 FOOTING

SECTION A-A

EAST ELEVATION

SOUTH ELEVATION

SCALE 1:100

ERF 42520

1540

SITE BOUNDARY 15 720 3700

6150

EXISTING STORE

NORTH ELEVATION

WEST ELEVATION

800

SCALE 1:100

1000115

5340

1500

1385 115 1500 115900115 1298 115 1297 280

RE1

280

115 CARPET 5 sqm

TILES 2 sqm

TILES 3 sqm

115

1330

LAUNDRY wm

CARPET

KTCHEN

18 sqm

REVISIONS REV.

DATE

DESCRIPTION

LOUNGE

TILES 9 sqm

CARPET 12 sqm

CARPET 15 sqm

4660

STOEP

230

280

3070

BRICK PAVING

4200

LIVING AREA

3185

115

2301000

TILES 9 sqm

10001151000

1285

DINING

5130

CAR PORT 3300

2300

BEDROOM 900

B.I.C

2300

TILES 5 sqm

B.I.C

115 600

CARPET 7 sqm

PASSAGE

3015

BEDROOM

CARPET 8 sqm

BATHROOM

1800 3400 280

BEDROOM

115

REMAINDER OF ERF 42515

3365

CARPET 19 sqm

115

BEDROOM

1285

TILES 3 sqm

B.I.C

1151100115900115

EXISTING HOUSE

EN-SUITE

115

2650

14000

SITE BOUNDARY 31 490

2710

RE1 G

ERF 42516

115900115

280

3810

4500

3000

280

CHARLSTON PLACE UNIT 14 WESSELS ROAD, KENILWORTH PHONE : 021 683-1501 FAX : 021 674-3385 PROJECT DETAILS

ERF 43884

230

4270

230

3050

2005

115900

115880115 655

2825

280

3500

230

EXISTING HOUSE PLANS ON ERF 43884 8 BURWOOD ROAD CRAWFORD

3070 DRAWING DESCRIPTION

280 1250 230620 to municipal connection

EX. 3m CWC

2000

620280

to municipal connection

SITE BOUNDARY 15 710

SCALE 1:100

DESIGN BY

DRAWING SCALE

GORDON HART

1:50 & 1:200

DRAWN BY

REVISION NO.

Tarryn

BURWOOD ROAD SITE PLAN

SITE PLAN, ROOF & GROUND FLOOR PLAN, SECTION & ELEVATIONS

DATE

EXISTING GROUND FLOOR PLAN SCALE 1:100

COMP. FILE

27.07.2010

BURWOOD ROAD

ARCH. SIGN

CLIENT SIGN

GORDON HART B ARCH (CT) PROF ARCH REG NO. 5829 DRAWING N0.

10.10.100

JOB NAME & NO. -

BURWOOD ROAD CRAWORD

10: 10: 100 1. What is the purpose of this drawing/information? 2. Who are the people for whom you have prepared this drawing/information? 3. Are there any other ways to provide the same drawing/information? 4.

Explain the purpose of every component of the drawing/information mean (for example, why do you put certain

dimensions on a specific drawing?)

ELEVATION 3

A ROOF NOTE:

YARD COVERED ENTRANCE

MAIN ROOF: 45° pitch "KLIPLOCK" Roof sheeting on 76x50mm purlins @ max 1200mm c/c's on underlay Fixed to 228x50mm rafters @ 1050mm c/c's to rest on 114X38mm wallplate with galv. hoop iron straps built into min 3 courses of brickwork. Ridge beam 297x 50mm TED. Timber that is to be built in to wall to be tarred,creosoted or adequately protected with DPC wrapped around ends.

SCULLERY

KITCHEN

Pigmented Screed

3m²

15m²

bic

BATH

ELEVATION 4

bic

BATH

2m²

Pigmented Screed 8m²

Pig. Screed

beam over bic

8m²

bic

BEDROOM

LIVING AREA

Pigmented Screed

22m²

48m²

Gable ends built solid above window height Gable end walls tied back to roof with GMS hoop iron straps at 600mm c/cs embedded min 300mm into wall & fixed to 2 rafters

Pigmented Screed

ELEVATION 2

bic

BEDROOM Pigmented Screed 22m²

LEAN_TO ROOF 5° Pitch "KLIPLOCK" Roof Sheeting on 76x50mm purlins @ max 1200 c/c's on underlay Fixed to 152 x 50mm rafters @ 760mm c/c's to rest on 114 x 38 wall plate with galv. hoop iron straps built into min 3 courses of brickwork. Fixed with teco brackets Timber that is to be built in to wall to be tarred,creosoted or adequately protected with DPC wrapped around ends.

45° pitch

flashing

5° pitch

COVERED VERANDA: 5° Pitch "KLIPLOCK" Roof Sheeting on 76x50mm purlins @ max 1200 c/c's on underlay Fixed to 152 x 50mm rafters @ 760mm c/c's to rest on 114 x 38 wall plate with galv. hoop iron straps built into min 3 courses of brickwork. Fixed with teco brackets Timber that is to be built in to wall to be tarred,creosoted or adequately protected with DPC wrapped around ends.

dpc

KITCHEN Tiles

dpm

FFL

LIVING AREA Tiles

100mm slab on dpm

VERANDA Tiles

dpm

FFL

F.G.L

COVERED VERANDAH

75mm slab on dpm

600 X 230 internal footing

Pigmented Screed 63m² 700 X 230 footing

700 X 230 footing

SECTION A-A SCALE 1:100

LAP POOL 12m x 2m

ELEVATION 1

FLOOR PLAN SCALE 1:100

FFL

FFL F.G.L

F.G.L

REVISIONS REV #. DATE

ELEVATION 1

ELEVATION 2

SCALE 1:100

DESCRIPTION

14 CHARLSTON PLACE WESSELS ROAD, KENILWORTH PHONE :(021) 683-1501 FAX : (021) 674-3385 PROJECT DETAILS

PROPOSED COTTAGE ERFFRANSCHHOEK DRAWING DESCRIPTION

FLOOR PLAN, SECTIONS & ELEVATIONS FFL F.G.L

FFL

DESIGN BY

GORDON HART

F.G.L

DRAWN BY

TARRYN DATE

ELEVATION 3

ELEVATION 4

SCALE 1:100

DRAWING SCALE

1:100 REVISION NO.

COMP. FILE

01.03. 2011 ARCHITECT'S SIGNATURE

CHAIT- COTTAGE CLIENT'S SIGNATURE

JGA HART B ARCH (CT) PR ARCH REG NO. 5829 DRAWING N0.

11:04:100 \\workstation2\shareddocs\files c\chait\cottage\cottage sketch 22.03.2011.drw printed 11 July 2011 at 03:43:16 PM

NOTES:

a) THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ARCHITECT'S & OTHER SPECIALIST'S DRAWINGS. b) THE ARCHITECT ACCEPTS NO RESPONSIBILITY FOR ERRORS RESULTING FROM THE MISINTERPRETATION OF THIS DRAWING. c) THE CONTRACTOR IS TO CHECK ALL LEVELS & DIMENSIONS ON SITE BEFORE ANY WORK COMMENCES. ANY DISCREPANCIES IN LEVELS, DIMENSIONS OR DETAILS TO BE REPORTED TO THE ARCHITECT IMMEDIATELY. d) ALL DIMENSIONS TO BE READ AS IS, & NOT SCALED OFF THIS DRAWING. e) ALL BUILDING WORK TO COMPLY WITH NBR.

COVERED VERANDAH

PORTION 1 PTN 2 OF LA DAUPHINE FARM 1119 m .81 9 11

d itu

Y 28 5.59 m

67m²

FOUNDATIONS (TO COMPLY WITH PART H OF SABS 0400): All foundations to be founded min. 450mm below NGL. 280mm walls to have 700x230mm strip footing. 230mm walls to have 350x230mm strip footing. 115mm walls to have thickened slab.

PORTION 2 PORTION 3

rive r

BEDROOM

LIVING AREA

BEDROOM

Pigmented Screed

22m²

45m²

22m²

SERVITUDE AREA

EXISTING OUTBUILDINGS

SITE 5m 52.4 RY 1 NDA BOU

BATH

bic

Pigmented Screed

Existing stable block

Existing winery

EXISTING DWELLING ro

BATH

bic

Pigmented Screed

beam over

8m²

de tu i rv se

river

m 45 9.

bic

KITCHEN

Pig. Screed

Pigmented Screed

2m²

16m²

bic

SCULLERY

YARD

COVERED ENTRANCE

3m² wm

Existing staff cottage. 49m²

A PORTION 4 OF FARM 1402

FLOOR PLAN

TOTAL FLOOR AREA OF HOUSE - 164 m²

SCALE 1:100 EB S IT 1000

1770

FARM 1343

COVERAGE SCHEDULE 6, 0396 ha

COVERAGE OF EXISTING BUILDINGS

1 355 m²

COVERAGE OF NEW MANAGER'S COTTAGE

236 m²

TOTAL FLOOR AREA OF NEW MANAGER'S COTTAGE

164 m²

TOTAL COVERAGE % COVERAGE

MAIN ROOF: 45° pitch "KLIPLOCK" Roof sheeting on 76x50mm purlins @ max 1200mm c/c's Fixed to 228x50mm rafters @ 1050mm c/c's to rest on 114X38mm wallplate with galv. hoop iron straps built into min 3 courses of brickwork. Ridge beam 297x 50mm TED. Timber that is to be built in to wall to be tarred,creosoted or adequately protected with DPC wrapped around ends. Gable ends built solid above window height Gable end walls tied back to roof with GMS hoop iron straps at 600mm c/cs embedded min 600mm into wall & fixed to 2 rafters LEAN_TO ROOF 5° Pitch "KLIPLOCK" Roof Sheeting on 76x50mm purlins @ max 1200 c/c's Fixed to 152 x 50mm rafters @ 760mm c/c's on 114 x 38 wall plate with galv. hoop iron straps built into min 3 courses of brickwork. Fixed with teco brackets at head wall Timber that is to be built in to wall to be tarred,creosoted or adequately protected with DPC wrapped around ends. COVERED VERANDAH: 5° Pitch "KLIPLOCK" Roof Sheeting on 76x50mm purlins @ max 1200 c/c's Fixed to 152 x 50mm rafters @ 760mm c/c's on 114 x 38 wall plate with galv. hoop iron straps built into min 3 courses of brickwork. Fixed with teco brackets at head wall Timber that is to be built in to wall to be tarred,creosoted or adequately protected with DPC wrapped around ends.

45° pitch

flashing

5° pitch

dpc

KITCHEN Pigmented Screed

dpm

1 591 m²

LIVING AREA

FFL

Pigmented Screed

VERANDAH Pigmented Screed

100mm slab on dpm

2400

0 00 10

FARM 1256

SITE AREA

3300

E SIT

m ld 28 ui . 9 b 35 RY A ND

FLOORS (TO COMPLY WITH PART J OF SABS 0400): All surface beds to be 100mm thick mass concrete on 250 micron DPM on 50mm sand blinding on min. 150mm well compacted hardcore. Floor finish on 20mm cement screed. Re-inforced concrete slabs to Engineer's detail.

GENERAL: Stepped DPM to be built in at floor & wall junction min. 150mm from NGL & GFL & to be above BOF level at sewer connection unless otherwise stated. Vertical DPM to all changes in floor level. DPC under all cills & over all door & window openings. Weepholes at 460mm c/c over all doors & windows. Provide min. 1 airbrick per room.

5897

lin

28m

00 100

e lin

2769

g din

g in

6809

uil

b 13. Y1 AR ND OU

NEW MANAGER'S COTTAGE

3088 2400

REMAINDER FARM 1123

rive r

BOU NDA R

rv se

Pigmented Screed

7809

O EB T I S

RY A D UN

SITE

d a ro

dpm

FFL

F.G.L 75mm slab on dpm

600 X 230 internal footing

2.6 % 700 X 230 footing

SITE PLAN

700 X 230 footing

SECTION A-A

SCALE 1:1500

1000

SCALE 1:100

REVISIONS REV #. DATE

DESCRIPTION

FFL

FFL F.G.L

F.G.L

NORTH ELEVATION

WEST ELEVATION

SCALE 1:100

14 CHARLSTON PLACE WESSELS ROAD, KENILWORTH PHONE :(021) 683-1501 FAX : (021) 674-3385 PROJECT DETAILS

PROPOSED COTTAGE on PORTION 4 of FARM 1402 FRANSCHHOEK DRAWING DESCRIPTION

SITE PLAN, FLOOR PLAN, SECTIONS & ELEVATIONS DESIGN BY

GORDON HART DRAWN BY

TARRYN DATE

FFL

1:1500 & 1:100 REVISION NO.

COMP. FILE

12. 05. 2011 F.G.L

DRAWING SCALE

ARCHITECT'S SIGNATURE

CHAIT- COTTAGE CLIENT'S SIGNATURE

F.G.L

SOUTH ELEVATION

EAST ELEVATION

SCALE 1:100

JGA HART B ARCH (CT) PR ARCH REG NO. 5829 DRAWING N0.

11:04:100 \\workstation2\shareddocs\files c\chait\cottage\land use application 12.05.2011.drw printed 07 July 2011 at 04:54:00 PM

FFL 16 400

FFL 13 800

BLUE HOUSE

FFL. 11 050

FFL. 10 900

FFL. 10 400

N.G.L

FFL 16 400

FFL 13 800

FFL. 10 900 N.G.L

Existing 700 X 230

SITE BOUNDARY LINE

EXTENT OF ERVEN (BLUE HOUSE)

Existing 700 X 230

FFL. 10 400

N.G.L

Existing 700 X 230

SECTION A-A

SECTION B-B

SCALE 1:100

SCOTT STREET

VEGETABLE DESPATCH PREP AND PACKAGING COOLER ROOMS

PSG

STORE

COOLER ROOM FFL 11 900

STORE WC WC

STOEP FFL 13 800

COOLER ROOM

A YARD FFL 10 900

CHEESE PREP FFL 11 050

OFFICE FFL 10 900

ROOM 1

A B

BATHROOM

GREAT ROOM

DESPATCH FFL 10 400

SITE BOUNDARY 48 172

KITCHEN LIQUOR STORE

ROOM 2

LOUNGE LOUNGE ROOM 1

KITCHEN

BALCONY

SITE BOUNDARY 16 215 B

BUITENKANT STREET

SITE & GROUND FLOOR PLAN

FIRST FLOOR PLAN

SCALE 1:100

SECOND FLOOR PLAN SCALE 1:100

SITE BOUNDARY LINE

SOUTH ELEVATION

SITE BOUNDARY LINE

SCALE 1:100

16 600

13 800

10 900

11 100

SCOTT STREET- NORTH ELEVATION SCALE 1:100

16 400

13 800

WEST ELEVATION SCALE 1:100

BUITENKANT STREET - EAST ELEVATION SCALE 1:100

BEACH ROAD

SITE BOUNDARY 17 490

EXISTING OFFICE

SPARES DEPT.

EXISTING RAMP

EXISTING STORE

KIT.

RECEPTION

EXISTING COMPRESSOR

EXISTING STORE

STORE OFFICE

SITE BOUNDARY 30 260

SITE BOUNDARY 30 340

DE WAAL ROAD

EXISTING RECEPTION

SHOPFITTING COUNTERS DECORATIVE ARCH

EXISTING SHOWROOM

ERF 107040

EXISTING TOILETS

NOTE:

EAST ELEVATION

Glazing to all windows and doors to be safety glazing

SCALE - 1:100

TH R NO

OPENABLE GLAZED PARTITION

ALL PARTITIONING OF GMS FRAMING CLAD WITH PLASTERBOARD & WITH INSERT GLAZING AS INDICATED

A MANAGERS OFFICE

NORTH ELEVATION SCALE - 1:100 OPENABLE GLAZED PARTITION

FL TO CL HEIGHT 2740

All partitioning of GMS framing clad with plasterboard openable glazed partition

fixed glazed panels

SITE BOUNDARY 17 490

EXISTING C.W.C

NOTE: NOT USED AS A PRIMARY MEANS OF VEHICULAR ACCESS AND EGRESS

MAIN ROAD

ELEVATION Anew office

ELEVATION Bnew office

SCALE - 1:50

All partitioning of GMS framing clad with plasterboard

openable glazed partition

SITE & GROUND FLOOR PLAN SCALE - 1:100

ELEVATION Cnew office

GORDON HART ARCHITECTS UNIT 14 CHARLSTON PLACE WESSELS ROAD, KENILWORTH PHONE : 021-683-1501 FAX : 021-674-3385 PROJECT DETAILS

NOTE:

FISH HOEK COMMERCIAL ERF NO.17040 FISH HOEK DRAWING DESCRIPTION

RIDER PLAN SHOWING CORRECT HEIGHTS OF NEW SHOP FRONTS

RIDER PLAN TO PREVIOUSLY APPROVED PLAN BU6 05811/2008 DESIGN BY

GORDON HART DRAWN BY

GH/YM/TK DATE

DRAWING SCALE

1:100 & 1:50 REVISION NO.

COMP. FILE

AUGUST 2009

FISH HOEK COMM.

ARCH SIGN

CLIENT SIGN

JGA HART B. ARCH (CT) Prof. Arch. REG. NO. 5829 DRAWING N0.

SCALE - 1:50

09:19:100 \\workstation2\shareddocs\files e & f\fishhoek commercial\fish hoek alts27.10.08\fish hoek 06.08.09.drw printed 14 July 2011 at 02:21:33 PM

15 0

901

PLAN

901

existing boundary wall

11 93

new fence on line of previous fence

901

4367

existing retaining wall

1500

WEST ELEVATION SCALE 1: 100

ERF 3270

Ex Garage

Table mountain sandstone driveway finish

a) THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ARCHITECT'S & OTHER SPECIALIST'S DRAWINGS. b) THE ARCHITECT ACCEPTS NO RESPONSIBILITY FOR ERRORS RESULTING FROM THE MISINTERPRETATION OF THIS DRAWING. c) THE CONTRACTOR IS TO CHECK ALL LEVELS & DIMENSIONS ON SITE BEFORE ANY WORK COMMENCES. ANY DISCREPANCIES IN LEVELS,DIMENSIONS OR DETAILS TO BE REPORTED TO THE ARCHITECT IMMEDIATELY. d) ALL DIMENSIONS TO BE READ AS IS, & NOT SCALED OFF THIS DRAWING. e) ALL BUILDING WORK TO COMPLY WITH NBR.

PERMEABILTY CALCULATIONS Site Boundary- 31.6m Solid piers & gate- 3.8m Permeable Fence- 27.8m Permeability - 87.97%

1500

SITE BOUNDARY 30.97m

N.G.L

NORTH ELEVATION

SITE BOUNDARY 18.89m

REVISIONS REV #.

LOOSE SANDSTONE

2.8m

5.5m ex. cwc kerb Top of

D A ROA TO ERIC m 0 0 3 +-

150mm ø gum poles

gum poles

30mm ø latte @ +- 200mm c/c's

latte

N.G.L

Road Freesia

SOUTH ELEVATION SCALE 1: 100

400 X 400 X 600 concrete footing not to encroach boundary

1500

new fence to match existing

portion of ERF 1581

8. 5m

SITE BOUNDARY

SCALE 1: 100

1500

SITE BOUNDARY 25.57m

ex. rock

885 885 885

STANDARD NOTES:

ERF 3034 ex. pond

new fence

SCALE 1: 100

Existing House

ERF 3553

30 new fence on line of previous fence

11 93

954 30

954

11 93

954

11 93

ex clad pier

954

ex clad piers

11 93

954

11 93

79m 17. RY A D UN

new automated sliding gate

954

SITE

11 93

m 5 .5 1

m .7 4 1

ERF 3269

150 1000 1000 1000 1000 1000

1.62m

DATE

14 CHARLSTON PLACE WESSELS ROAD, KENILWORTH PHONE :(021) 683-1501 FAX : (021) 674-3385 PROJECT DETAILS

NEW BOUNDARY FENCE PORTION OF EFR 1581 FREESIA ROAD, SIMON'S TOWN DRAWING DESCRIPTION

SITE PLAN, PLAN, SECTION & ELEVATIONS DESIGN BY

SECTION

SCALE 1: 200

SCALE 1: 50

DRAWING SCALE

1:100 & 1:50

GORDON HART DRAWN BY

SITE PLAN

DESCRIPTION

REVISION NO.

DATE

COMP. FILE

HOUSE FOSTER

24.05.2011 ARCHITECT'S SIGNATURE

CLIENT'S SIGNATURE

JGA HART B ARCH (CT) PR ARCH REG NO. 5829 DRAWING N0.

11:08:100 \\workstation2\shareddocs\files h\house foster\council submissions\boundary wall 09.05.2011.drw printed 11 July 2011 at 04:17:12 PM

NOTES:

190

dpc

4492

NGL

700x230 foundation footing

3380

71 50

Deck

2400

FFL 56.885

FFL

1052 100

NEW GARAGE

2400

sectional overhead door

700x230 foundation footing not to encroach boundary

1451

STANDARD NOTES:

940

3째

2696

300

1240 250

NGL

2100

3590

BOUNDARY LINE

B1 0 7.79 1 E LIN Y R A ND OU 2937

rwp

50 5 1. 5 4 3 2 1

ERF 3269

1. ALL DIMS. ON PLAN TO BE READ AS IS AND NOT SCALED OFF THE DRAWING. 2. ALL BUILDING WORK IS TO COMPLY WITH NATIONAL BUILDING REGULATIONS. 3. ALL DIMS ARE TO BE CHECKED ON SITE BEFORE ANY BUILDING WORK COMMENCES. 4. ANY DISCREPANCIES IN DIMS AND DETAILS ARE TO BE REPORTED TO THE ARCHITECT IMMEDIATLY.

1.620

.7 40

IMPORTANT NOTES:

ROOF PLAN

SECTION A-A

SCALE 1:100

1. ALL EXTERNAL WALLS TO BE OF CAVITY CONSTRUCTION. 2. STEPPED DPC TO BE BUILT IN AT FLOOR AND WALL JUNCTION MIN 150mm FROM NGL AND GROUND FLOOR LEVEL TO BE 230mm ABOVE B.O.F LEVEL AT SEWER CONNECTION UNLESS OTHERWISE STATED. 3. TOTAL AREA OF WINDOWS MUST NOT BE LESS THAN 10% OF THE FLOOR AREA FOR VENTILATION AND 5% FOR NATURAL LIGHT. 4. STORMWATER TO DISCHARGE TO STREET VIA CHANNELS AND NOT IN TO MUNICIPAL SEWER. 5. PRESTRESSED LINTELS TO BE BUILT IN OVER ALL OPENINGS UP TO 3m WITH MIN 4 COURSES BRICKWORK WITH BRICKFORCE EVERY COURSE, LAID TO MANUFACTURERS SPECS. 6. FOOTINGS TO BE BUILT SO AS NOT TO ENCROACH ON BOUNDARY WHERE APPLICABLE. 7. ALL BALUSTRADES TO BE 1000mm HIGH WITH OPENING NOT WIDER THAN 100mm. 8. PARAPET WALLS NOT TO EXCEED 500mm IN HEIGHT. GARAGE ROOF: (ROOF TO COMPLY WITH PART L OF SABS 0400.) IBR profile roof chromadeck sheeting @ 3째 on 228x50mm rafter purlins @ 950mm cc's max built into brickwork. Rafters tied down to wall at end with 1.2mm x 30mm galv. hoop iron straps built in 600mm into wall Timber grade 4. Timber that is to be built in to wall to be adequately protected with DPC wrapped around ends. With 300mm parapet wall RAINWATER GOODS: All gutters to be seamless aluminium, and 100mm round PVC down pipes. WALLS: (WALLS TO COMPLY WITH PART K OF SABS 0400.)

existing retainer wall

external - smooth sponge finish and painted internal - plastered and painted garages - bagged internal and painted with 2 coats PVA.

7 Risers @ 192mm 6 Treads @ 250mm Balustarde @ min 1000mm

ERF 3553

1200

190

2450

existing pond

BOUNDARY LINE

Strip footings to 230mm and 190mm walls to be 700x300mm mass concrete. 90mm walls to have 600x200mm thickened slab. Where indicated footings not to encroach on boundary. Retainer wall will have 1000x300mm mass concrete with agricultural drain wrapped in bictuman where necessary EXTERNAL STEPS:

4492

PLASTER & PAINT

NGL

Mass conc. on compacted hardcore fill. Tread: 250mm / Riser: 192mm. Balustrades to be a min of 1000mm in height.

FFL

7 Risers @ 192mm 6 Treads @ 250mm Balustarde @ min 1000mm

ERF 3034

DRAINAGE: (DRAINAGE TO COMPLY WITH PART P OF SABS 0400.)

NGL

NORTH ELEVATION

SOUTH ELEVATION

SCALE 1:100

Drainage that falls within driveway or under buildings or where drainage run has less than 300mm cover to be adequately protected. Where drainage run falls under driveway, heavy duty rodding eyes and man holes to be used. Drainage fixtures to be anti-syphoned or deep seal traps where applicable. For levels and connection points see plan.Drainage section schematic only and measurements need to be checked on site. WINDOWS AND DOORS: (WINDOWS TO COMPLY WITH PART N OF SABS O400)

W1 D2

Windows to have 10% ventilation & 5% natural light per floor area. Windows to be aluminium epoxy coated with sand stone detail. Refer to windows and door schedule.

190

3000

A 4041

EXISTING GARAGE

BOUNDARY LINE 18.890

FFL

plaster & paint

PLASTER & PAINT

7 Risers @ 192mm 6 Treads @ 250mm Balustarde @ min 1000mm

BOUNDARY LINE

7110

WINDOW & DOOR SCHEDULE

3590

190

1000

204

BOUNDARY LINE

FFL 56.885

4512

17m sq

3517

SCREED

BOUNDARY LINE 30.970

5620

ERF 3270

NEW GARAGE

BOUNDARY LINE 25.570

190 rwp

FFL

NGL

3째

1200

existing rock

existing boundary wall

rwp

1000

4453

PLASTER & PAINT

3590

Existing House

FOUNDATIONS: (FOUNDATION TO COMPLY WITH PART H OF SABS 0400.)

3590

3083

External walls of 190mm walls with 10 wire ties per sq. meter. Stepped dpc with weepholes at 800mm ccs. Internal walls of 90mm solid walls. All walls to be constructed of 90mm Cement Maxi bricks. Retaining wall to be 345mm wide. All paint colour and type both internal and external to owner's choice. Walls to be plastered and painted as follows:

BOUNDARY LINE

existing boundary wall

rwp

FFL

KEY DESCRIPTION W1

QTY

900 X 1200 EPOXY COATED TOP HUNG ALUMINIUM WITH BOTTOM FIXED PANE

2800X2100 SECTIONAL OVER HEAD GARAGE DOOR

813X2100 HALF HOUR FIRE DOOR

NGL

EAST ELEVATION

WEST ELEVATION

SCALE 1:100

REVISIONS REV.

EXISTING CWC

DATE

DESCRIPTION

rb Top of ke

N 0R

AREAS

SCALE 1:100

FOOTPRINT OF HOUSE

CHARLSTON PLACE UNIT 14 WESSELS ROAD,KENILWORTH PHONE :(021) 683-1501 FAX :(021) 674-3385 PROJECT DETAILS

NGL

133m sq

FOOTPRINT OF GARAGE

33m sq

FOOTPRINT OF NEW GARAGE

23m sq

TOTAL FOOTPRINT/COVERAGE

189m sq

TOTAL ERF SIZE

534m sq

COVERAGE %

plaster & paint

BOUNDARY LINE

SITE & GROUND FLOOR PLAN

BOUNDARY LINE

OAD RICA R E O T m +- 300

Road Freesia

35%

STREET ELEVATION SCALE 1:100

RIDER PLAN- ADDITIONS TO GARAGE TO HOUSE FOSTER FREESIA ROAD, SIMONSTOWN ERF 3270 DRAWING DESCRIPTION

SITE PLAN, ROOF PLAN, FLOOR PLAN, SECTIONS & ELEVATIONS DESIGN BY

GORDON HART DRAWN BY

DRAWING SCALE

1:100 & 1:50 REVISION NO.

DATE

COMP. FILE

03.02.2010 ARCH. SIGN & DATE

HOUSE FOSTER CLIENT SIGN & DATE

GORDON HART B ARCH (CT) PROF ARCH REG NO. 5829 DRAWING N0.

10:02:100 \\workstation2\shareddocs\files h\house foster\council submissions\rider plan 03.02.2010.drw printed 12 July 2011 at 11:13:30 AM

NOTES:

ERF 46860

IMPORTANT NOTES:

265 RY 3 9

m ove r m bea X 50m

190mm block boundary wall to have700 x 230mm footings.

existing garage

store NGL

SITE BOUN DA

No portion of footing to encroach boundary

100mm box gutter

700 X 230mm concrete footing

SECTION C-C

152mm x 50mm beam ov er

GARAGE ROOF: (ROOF TO COMPLY WITH PART L OF SABS 0400.)

SCALE 1:50

Existing building

GENERAL NOTES:

extension to garage

chimney SITE BOUNDARY 39 265

Existing CWC 3deg pitch

extension to garage

SITE PLAN

lintol over

BOU

ALBION ROAD

SITE

ERF 46820

FFL

N.G.L

SCALE 1:200

39 26 5

39 sq.m

SITE BOUNDARY 30 861

A 700 X 230 footings not to encroach boundary

700 X 230 footings

SECTION B-B

IBR profile roof sheeting @ 3째 on 76X50mm purlins @1000mm cc's max on 228x50mm rafters @ 1000mm cc's max fixed at head by means of "TECO" brackets. Rafters tied down to wall at end with 1.2mm x 30mm galv. hoop iron straps built in 600mm into wall Timber grade 4. Timber that is to be built in to wall to be adequately protected with DPC wrapped around ends. RAINWATER GOODS: All gutters to be seamless aluminium, and 100mm round PVC down pipes. WALLS: (WALLS TO COMPLY WITH PART K OF SABS 0400.) External walls of 190mm with 10 wire ties per sq.meter. Stepped dpc with weepholes at 800mm c/cs. All walls to be constructed of 90mm Cement Maxi bricks. Walls to be plastered and painted garages - bagged internal and painted with 2 coats PVA. All paint colour and type both internal and external to developers choice. FLOORS: (FLOORS TO COMPLY WITH PART J OF SABS 0400.) Ground floor construction to be min. 100mm mass concrete on 250 micron DPM on min 150mm well compacted fill with 20mm cement screed. FOUNDATIONS: (FOUNDATION TO COMPLY WITH PART H OF SABS 0400.)

LAYOUT PLAN SCALE 1:50

IBR profile roof sheeting @ 3째 on 228x50mm rafter purlins @ 1100mm cc's max fixed at head by means of "TECO" brackets. Rafters tied down to wall at end with 1.2mm x 30mm galv. hoop iron straps built in 600mm into wall Timber grade 4. Timber that is to be built in to wall to be adequately protected with DPC wrapped around ends. LEAN-TO ROOF (ROOF TO COMPLY WITH PART L OF SABS 0400.)

NDA RY

SITE BO UNDAR Y 29 16

ERF 46 822

152m m

Existing building

ERF 46821

STANDARD NOTES:

SITE BOUNDARY LINE 39 265

3.0 mb uild ing line

3.0m building line

+- 145m TO CAMPGROUND ROAD

867

SIT E

BO 12 UNDA 139 RY

SITE BOUNDARY 2 9

Strip footings to 230mm and 190mm walls to be 700x230mm mass concrete. 90mm walls to have 600x200mm thickened slab. Where indicated footings not to encroach on boundary.

sw drains to existing system

SCALE 1:50

N.G.L

3deg pitch

extension to garage

existing garage

FFL

existing footing

SITE BOUNDARY 39 265

Existing building

SITE BOUNDARY 29 867

NORTH

PROJECT DETAILS

N.G.L

NORTH- EAST ELEV.

HOUSE MUNRO 21A ALBION ROAD, RONDEBOSCH ERF 46821 DRAWING DESCRIPTION

NEW GARAGE COUNCIL SUBMISSION DESIGN BY

GORDON HART

SECTION A-A

SCALE 1:50

DRAWN BY

Tarryn DATE

04.11.2009

SCALE 1:50

ARCH. SIGN.

DRAWING SCALE

1:50 & 1:200 @ A1 REVISION NO.

COMP. FILE

MUNRO CLIENT SIGN.

GORD0N HART B ARCH (CT) PROF ARCH REG NO. 5829 DRAWING N0.

09:24:100

SCALE 1:100

1000

300 2300

NORTH ELEVATION

150

500

2300

200

variable radius based on width of panel

500

2000

150

300

SOUTH ELEVATION

stone cladding (SMARTSTONE)

DETAIL B

SCALE 1:100

DETAIL B SCALE 1:20

decorative design to detail

9 130

stone cladding

2000

site bo undary 4m Carr ia Way Cro ge ssing

decorative design to detail

SCALE 1:10 390X 390mm block piers with 190mm walls on 600x600X600mm pad footings. decoartive detail refer to DETAIL A and elevations

N.G.L

SCALE 1:200

GORDON HART ARCHITECTS CHARLSTON PLACE UNIT 14 WESSELS ROAD,KENILWORTH PHONE :(021) 683-1501 FAX :(021) 674-3385

DETAIL A No portion of footing to encroach boundary

BOUNDARY WALL PLAN

190mm brick wall

DETAIL A

decorative design to detail

190

N.G.L

15 240

te si

o b

d n

ry a

site bou ndary

060 2 1 y r unda o b site

te si

SITE BOUNDARY LINE

SCALE 1:100

nd u o

y ar

bou nda ry 3 0 3 43

decorative design to detail

500

20mm face of surround plaster

WEST ELEVATION

decorative design to detail

12mm face of background plaster

site

300

500 1000 500

300

150

site bo undary 31 500

SECTION D-D SCALE 1:50

07:21:104

d:\documents\files n & o\nortjie kommetjie\technical drawings\07.10.09.drw printed 28 January 2011 at 10:50:43 AM

NOTES: IMPORTANT NOTES:

RE1VP S

WC SHWB

S DW

DRAINAGE CONNECTION POINT

RE2 VP

WBSH B WC

WB SH B WC

JETMASTER 1000 BRAAI

STANDARD NOTES: 1. ALL EXTERNAL WALLS TO BE OF CAVITY CONSTRUCTION UNLESS OTHERWISE STATED. 2. STEPPED DPC TO BE BUILT IN AT FLOOR AND WALL JUNCTION, 250mm FROM NGL UNLESS OTHERWISE STATED. 3. DPC TO BE BUILT IN OVER ALL WINDOWS OR UNLESS OTHERWISE INDICATED. 4. TOTAL AREA OF WINDOWS MUST NOT BE LESS THAN 10% OF THE FLOOR AREA FOR VENTILATION AND 5% FOR NATURAL LIGHT. 5. ALL GLAZING IN EXCESS OF 1m{ OR WITHIN 300mm OF FFL TO BE SAFETY GLAZED. 6. STORMWATER TO DISCHARGE TO STREET VIA CHANNELS AND NOT INTO MUNICIPAL SEWER. 7. APS LINTELS TO BE BUILT IN OVER ALL OPENINGS UP TO 3m WITH MIN 4 COURSES BRICKWORK WITH BRICKFORCE EVERY COURSE AND BUILT ACCORDING TO MAN. SPECS. UNLESS OTHERWISE STATED. 8. FOOTINGS TO BE BUILT SO AS NOT TO ENCROACH ON BOUNDARY WHERE APPLICABLE. 9. BALUSTRADE TO BE MIN 1000mm HIGH. ALL OPENINGS IN BALUSTRADE TO BE MAX 100mm. 10. ALL UPPER FLOOR WASTE TO BE ANTI-SYOHONED OR FITTED WITH DEEP SEAL TRAPS UNLESS OTHERWISE STATED. 11. FFL TO BE MIN 230mm ABOVE BOF LEVEL AT SEWER CON.

WC WB SH B WC TD WM

WB B

To municipal sewer

ENTERTAINMENT AREA timber

WALK OUT BALCONY timber

4315

1110 9 8 7 6 5

1270

KITCHEN

SCULLERY timber 4m sq

LAMINATED FLOORING

2400

1597

2735

1 2 3 4

library LAMMINATED FLOOR 6m sq

458

538

640

757

786

99 750 98 636 1 113

500

4 829

6 127

7000

1 766

19 630

1:60

3314

LAMMINATED FLOOR 16m sq

TYPICAL DRAINAGE SECTION N.T.S

DETAILED NOTES:

DRESSING ROOM

BATH2 tile 5m sq

1200

2380

ROOFS: ROOF TO COMPLY WITH PART L OF SABS 0400. ROOF 1 (LOUNGE,DINING,TV,KITCHEN,SCULLERY AND POOL RM) 26 DEGREE PITCH SLATE ROOF TILES ON 38x50 BATTENS @ 250mm ccs ON 22mm TIMBER BOARDING ON EX 228X50 PAR RAFTERS @1200 ccs. SPANNING BETWEEN 297X70 CAPELAM RIDGE BEAM AND EAVES. TIED DOWN TO WALL PLATE WITH 1.2x30mm GALVANISED MILD STEEL HOOP IRON STRAPS BUILT MIN 300mm INTO BRICKWORK. ALL TIMBER BUILT INTO WALL TO BE WRAPPED IN DPC. ALL TIMBER GRADE 4.

GT tile 3m sq

2277

LAMINATED FLOORING

2278

PREP BOWL

LIFT

98 964

1:60

2278

16 15 14 13 12

99 750

98 993

500mm STALLRISER WALL BELOW BALUSTRADE

DINING AREA

99 750

99 110

450

5m sq

E/S

3443

6116

7900

99 750

99 212

3600 D1

2277

LOUNGE

LIFT ENCLOSED IN GLAZED ALLUMINIUM FRAME

7115

TV AREA

tile

1050

LAMINATED FLOORING 57m sq

1200

3557

POOL ROOM

99 750

99 292

BED1

LAMMINATED FLOOR LAMMINATED FLOOR 11m sq 13m sq

LAMMINATED FLOOR 26m sq

99 750

99 300

4500

BED2

STUDY

7712

3100

4100 wide stacking doors

99 750

tile 9m sq

2585

2335

ROOF 2 (STUDY,BEDROOMS, BATHROOMS AND PASSAGE) 26 DEGREE PITCH SLATE ROOF TILES\ ON 38x50 BATTENS @ 250mm ccs. ONGANGNAIL TRUSSES @ 760 ccs. INSULATION OF HORIZONTAL CEILING. TIED DOWN TO WALL PLATE WITH 1.2x30mm GALVANISED MILD STEEL HOOP IRON STRAPS BUILT MIN 300mm INTO BRICKWORK. ALL TIMBER BUILT INTO WALL TO BE WRAPPED IN DPC. ALL TIMBER GRADE 4.

Balustrade

CEILINGS: CEILING TO FLAT PORTION OF UPPER FLOOR TO BE 6.4mm SKIMMED RHINOBOARD FIXED TO 38X38 BATTONS @ 320mm ccs. WITH 75mm COVED CORNICE. GROUND FLOOR CEILINGS TO BE SKIMMED SOFFIT OF SLAB WITH 75mm STD COVED CORNICE.

190mm CEMENT BLOCK WALL 2000mm HIGH. WALL PLASTERED AND PAINTED, WITH 390X390 CEMENT BLOCK PIERS IN POSITION INDICATED.

FIRST FLOOR PLAN SCALE 1:100

DRAINAGE CONNECTION POINT

site

9 130

L BUI

screed 40m sq

ENTRANCE HALL

4230

laminated floor 12m sq

TV 1911

TV POINT

1645

sauna 4sqm

230 115 1300 1270

2000

1200

2400

6285

CODE

2000

STORE

3465

1 3

1110 9 8 7 6 5

GYM

laminated floor 18m sq

1552

LIFT

1 2 3 4

5245

15 14 13 12

1200

900

E/S

1100X1800

SASH WINDOW

1100 x 2800

FIXED WINDOW

800 x 900

SASH WINDOW

14 800 x 1200

tile 7m sq

CODE

G re2

16140

EXISTING WALLS

E 1500

NEW

11 standard internal hollow core door

external hardwood opening outward glazed double door

1633X2100 front door-external hardwood inward opening glazed door

flush half hour self closing fire door

back door - External quality glazed hardwood door in hardwood Frame.

hardwood external sliding doors 2100 x 2400

External quality two glazed panel stacking sliding doors. No. of panels and overall average size

4800x2100 sliding hardwood and glazed garage door

2400x2100 sliding hardwood and glazed garage door

site bo undary

31 500

GROUND FLOOR PLAN

D10

Glass sliding door

D11

Glass inside opening door

D12

Glass Lift door

WALLS

EXISTING WALLS TO BE DEMOLISHED

DESCRIPTION

W5 VP re1

SASH WINDOW

DOOR SCHEDULE

3000

350x350 Concrete column to Eng. details.

250-litre HOT WATER CYLINDER

WINDOW SCHEDULE

sauna wall to specialist details.

D11

SCALE 1:100

HWC

4437

8107

TELEPHONE POINT

LIGHT SWITCH

laminated floor 14m sq

ALL GUTTERS TO BE WHITE SEAMLESS ALUMINIUM. DOWNPIPES TO 75ø PVC TIMBER DECK: 69X19mm BALU. DECKING WITH 12mm JOINTS BETWEEN SPANNING OVER 228X50mm JOISTS @450mm ccs. SPANNING BETWEEN TECO BRACKETS IN WALL OF HOUSE AND 228X75mm COLLECTING BEAM SPANNING BETWEEN COLUMNS.

CANOPY DOWN LIGHT

GUEST BEDROOM

4674

D10

3000

laminated floor 17m SQ

decora tive de to deta sign il

decora tive de sign to detail

TO HAVE 1 x 250L GEYSER FITTED

DESCRIPTION

KEY

7675

STORAGE / BOAT GARAGE

screed 40m sq

EXTRA'S: BATHROOMS TO HAVE 1350mm TILING AND TILED TO 1800mm IN SHOWERS. KITCHENS TO HAVE 450mm SPLASHBACK AT SINK TO KIT BASE UNITS.

CEILING MOUNTED LIGHT FITTING

3600

3235

laminated floor 14m sq

GARAGE

MAIN STAIRCASE: STAIRS TO COMPLY WITH PART M OF SABS 0400. STAIRS CAST IN-SITU AS PER ENGINEERS DESIGN AND SPEC. TREAD: 250mm (MIN) RISER: 200mm (MAX)

243 8

GUEST LOUNGE

3350

4500

5549

ELECTRICAL LEGEND

3496

DOG ROOM

7547

38.6% Coverage

SINGLE POWER POINT

5245

BUILD ING L INE

11280

g Way Cro ssin

15 240

4500

734 sq m 283 sq m

EXTERIOR WALL MOUNTED LIGHT FITTING

1300 D9

HOUSE FOOTPRINT

3 PHASE POWER POINT FOR OVEN/HOB

TOTAL ERF AREA

site bo undary

4m Carr iage

5130

AREAS & COVERAGE

WINDOWS: WINDOWS AND DOORS TO COMPLY WITH PART N & O OF SABS O400. ALL WINDOWS TO BE TREATED PRIOR TO INSTALLATION. DOORS HARDWOOD IN HARDWOOD FRAMES AS PER SWARTLAND CAT. INTERNAL DOORS TO BE PAINT QUALITY FLUSH DOORS IN TIMBER FRAMES.

DOUBLE CRABTREE 15 AMP POWER POINT

1677

FOUNDATIONS: FOUNDATION TO COMPLY WITH PART H OF SABS 0400 280 AND 230mm WALLS TO HAVE STRIP FOOTINGS OF 700x 230mm. INTERNAL WALLS TO BE BUILT ON THICKENED SLAB OF 600x230mm.

SCALE 1:50

7547

FLOORS : FLOORS TO COMPLY WITH PART J OF SABS 0400. GROUND FLOOR SLAB TO BE 100mm SURFACE BED ON 250 micron DPM ON FILL COMPACTED IN LAYERS OF MIN 150mm. FIRST FLOOR SLAB TO ENGINEERS DETAIL AND SPECS. FLOOR FINISHES AS INDICATED ON 30mm SCREED.

SECTION D-D

IN E G L N I D

4485

NGL

site

4500

0 450

bou

99 44

site bo undary

0 0 5 4

e it s

u o b

d n

ry a

7 0

0 2 06 1 y r nda

WALL ON 650X230mm FOOTINGS. FOTTING TO BE LAID SO AS NOT TO ENCROACH ON BOUNDARY.

bou nda ry 3 0 3 43

te si

da n ou

WALLS: WALLS TO COMPLY WITH PART K OF SABS 0400. EXTERNAL WALLS OF 280mm CLAY BRICK CAVITY WALLS WITH 10 WIRE TIES PER m{. STEPPED DPC TO BE BUILT IN AT WALL AND FLOOR JUNCTION WITH WEEPHOLES @ 900 C-C'S. INTERNAL WALLS TO BE OF 115mm BRICKWORK PLASTER AND PAINTED. BEAMFILL TO BE USED TO THE UNDERSIDE OF ROOF IN ALL PARTY WALLS.75mm SUPAWOOD PAINTED IN ALL ROOMS EXCEPT KITCHEN AND BATHROOM.

GORDON HART ARCHITECTS 14 CHARLSTON PLACE WESSELS ROAD, KENILWORTH PHONE : 021-683-1501 FAX : 674-3385 PROJECT DETAILS

DRAWING DESCRIPTION

DESIGN BY

DRAWING SCALE

DRAWN BY

REVISION NO.

DATE

COMP. FILE

ARCH. SIGN.

CLIENT SIGN.

DRAWING N0.

07:21:100

2736

POOL ROOM

200

16 TREADS @ 250MM 17 RISERS @ 170MM

1200

250

2700

DOG ROOM

FILL IN 150mm WELL COMPACTED LAYERS TO SATISFACTION OF ENGINEER.

SECTION E-E SCALE 1:50

26째

900

200 2700

LIFT SHAFT

DOG ROOM

2736

POOL ROOM

CHARLSTON PLACE UNIT 14 WESSELS ROAD,KENILWORTH PHONE :(021) 683-1501 FAX :(021) 674-3385

250

16 TREADS @ 250MM 17 RISERS @ 170MM

GORDON HART ARCHITECTS

SECTION F-F SCALE 1:50

07:21:103 d:\documents\files n & o\nortjie kommetjie\technical drawings\07.10.09.drw printed 28 January 2011 at 10:53:40 AM

SIGNAGE

NUTEC CLADDING

6mm PLATE BOLTED ON FOR ACCESS TO ROLLER SHUTTER BOX

GMS BOLT ON SIGNAGE STRUCTURE TO FINAL DETAILS OF SPECIALIST SUB-CONTRACTOR

T R

N.G.L

PART SOUTH EAST (STRAWBERRY) ELEVATION SCALE: 1:100

SIGNAGE

NUTEC CLADDING

9 4 .1

EX. GUTTER TO CONTINUE BEHIND SIGNAGE GMS BOLT ON SIGNAGE STRUCTURE TO FINAL DETAILS OF SPECIALIST SUB-CONTRACTOR

6mm PLATE BOLTED ON FOR ACCESS TO ROLLER SHUTTER BOX

N.G.L

BRICK UP EXISTING OPENING

PART NORTH WEST (DENNEGEUR) ELEVATION SCALE: 1:100

BOTTLE STORE

6 .6

5 .0

TILES ON EXISTING SCREED

DENNEGEUR PLAIN 7.22

ROLLER SHUTTER

R E

HANDRAIL HEIGHT 1000mm

F 4

DEMOLISH EXISTING WALLS & MAKE GOOD

EXISTING SLABS BUILT UP LEVELS INDICATED IN MASS CONCRETE

5 0

ENTRANCE

EX. GUTTER TO CONTINUE BEHIND SIGNAGE

TILES BREAK OPENING IN EXISTING WALL

ROLLER SHUTTER BOX

EX. RE

COUNTER WITH 900mm BRICK WALL UNDER

6mm GMS PLATE

BRICK UP EXISTING OPENING

HANDRAIL HEIGHT 1000mm

ENTIRE STRUCTURE RAWBOLTED TO EXISING WALL

GMS 40mm DIA HANDRAIL

0 5 .0

5 0

BRICK UP EXISTING OPENING

CASH OFFICE

REVISIONS

ACCESS ARCADE

SCREED

REV. A

TILES

STAIRCASE: Stairs to comply with part M of SABS 0400. Reinforced concrete staircase to have Risers @ 200mm, Treads @ 250mm

STD ATM SCREED EX. RE

Handrail at 900m above pitch line & balustrade at 1000mm high

SCREED

All glazing in excess of 1.0m² or within 300mm of floor to be in safety glass as per part N of SABS 0400

ERF 44059

ROLLER SHUTTER

.8 7

13.43

15.00

TILES

FNB ATM

RAMP LENGTH 7200 mm

24 16 . RY

OFFICE

BO UN DA

DRAINAGE: (DRAINAGE TO COMPLY WITH PART P OF SABS 0400.) Drainage under buildings or where drainage run has less than 300mm cover to be adequately protected. Drainage fixtures to be anti-syphoned or deep seal traps where applicable. Final levels and connection points to be determined when setting out on site.

FLOOR FINISHES: Floor finishes as indicated on plan.

HANDRAIL HEIGHT 1000mm

TILES

FLOORS: (FLOORS TO COMPLY WITH PART J OF SABS 0400.) Ground floor construction to be min. 75mm mass concrete on 250 micron DPM on min 150mm well compacted fill with 20mm cement screed.

SCALE: 1:50

ABSA ATM

CILLS AND SKIRTING: Cills to be plastered and painted internally and externally.Skirtings to clients choice.

TYPICAL SECTION THROUGH SIGNAGE STRUCTURE

SCREED

WINDOWS AND DOORS: (WINDOWS TO COMPLY WITH PART N OF SABS O400) Supply minimum 10% light area of which 5% must be openable to each habitable room. Glazing in excess of 1.0m² or within 300mm of floor must be safety glass and all other instances as per part N of SABS 0400. Internal bathroom to be mechanically ventilated. To have light switch operated extractor fan @ 25l/s. Skylight installation by specialist.

All paint colour and type both internal and external to clients choice.

N.G.L

LIQUOR STORE

R E

WALLS: (WALLS TO COMPLY WITH PART K OF SABS 0400.) External walls of 280mm cavity walls with 10 wire ties per sq.meter. Stepped dpc with weepholes at 800mm ccs. All walls to be constructed to match existing. Walls to be plastered and painted to match existing.

TILES

GENERAL NOTES: CEILING: Ceilings of skimmed Rhino board with 75mm coved cornice fixed to 38x38mm brandering to Ground Floor.

TILES

EX. EXTERNAL WALL

4 .1

STANDARD NOTES: 1. ALL EXTERNAL WALLS TO BE OF CAVITY CONSTRUCTION. 2. STEPPED DPC TO BE BUILT IN AT FLOOR AND WALL JUNCTION MIN 150mm FROM NGL AND GROUND FLOOR LEVEL TO BE 230mm ABOVE B.O.F LEVEL AT SEWER CONNECTION UNLESS OTHERWISE STATED. 3. TOTAL AREA OF WINDOWS MUST NOT BE LESS THAN 10% OF THE FLOOR AREA FOR VENTILATION AND 5% FOR NATURAL LIGHT. 4. STORMWATER TO DISCHARGE TO STREET VIA CHANNELS AND NOT IN TO MUNICIPAL SEWER. 5. PRESTRESSED LINTELS TO BE BUILT IN OVER ALL OPENINGS UP TO 3m WITH MIN 4 COURSES BRICKWORK WITH BRICKFORCE EVERY COURSE, LAID TO MANUFACTURERS SPECIFICATIONS. 6. FOOTINGS TO BE BUILT SO AS NOT TO ENCROACH ON BOUNDARY WHERE APPLICABLE. 7. ALL BALUSTRADES TO BE 1000mm HIGH WITH OPENING NOT WIDER THAN 100mm.

SCREED

WC BOTTLES EXCHANGE

NOTES

STEEL FRAME CLAD IN NUTEC

TO MUNICIPAL CONNECTION

STRAWBERRY PLACE

PLAN & SITE PLAN 1:50

DATE

DESCRIPTION

09.03.11

ADDED NOTES

SITE BOUNDARY

EXISTING STRUCTURE 274 m²

Roslyn Road

ERF 46415

Roslyn Road

SITE BOUNDARY

SITE B OU N DA RY

18 3

LIFT

FOYER 6

A R Y

S B ITE O U N

ERF 46413

EXISTING STRUCTURE

11 10

188 m²

12 15

TE SI

B D N U O A R Y

TE SI

O B

A D

Y R

n sly

a Ro

AREAS

SCALE 1:200

14 CHARLSTON PLACE WESSELS ROAD, KENILWORTH PHONE :(021) 683-1501 FAX : (021) 674-3385 PROJECT DETAILS

GRAPHIC REPRESENTATION OF AREAS

n ly s o

a o R

PORTION OF NEW BUILDING AT GROUND LEVEL

47m²

OUTLINE OF NEW BUILDING ON UPPER FLOORS ONLY

191m²

PROPOSED BLOCK OF 22 APARTMENTS ON ERF 46413 & ERF 46415 ROSLYN ROAD RONDEBOSCH DRAWING DESCRIPTION

GRAPHIC REPRESENTATION OF AREAS DESIGN BY

GORDON HART DRAWN BY

TOTAL FOOTPRINT OF = NEW BUILDING

238m²

1:100 REVISION NO.

DATE

COMP. FILE

30.05.2011 ARCHITECT'S SIGNATURE

FOOTPRINT OF EXISTING STRUCTURES

DRAWING SCALE

RIVER'S EDGE 2 CLIENT'S SIGNATURE

462m² JGA HART B ARCH (CT) PR ARCH REG NO. 5829 DRAWING N0.

11:10:100 \\workstation2\shareddocs\files q & r\rivers edge 2\site sketch 30.05.2011.drw printed 31 May 2011 at 02:21:24 PM

Roslyn Road

18 3

LIFT

FOYER 6

AREAS

PORTION OF NEW BUILDING AT GROUND LEVEL

47m²

OUTLINE OF NEW BUILDING ON UPPER FLOORS ONLY

191m²

TOTAL FOOTPRINT OF NEW BUILDING

238m²

& 11 10

FOOTPRINT OF EXISTING STRUCTURES

462m²

15 22

n ly s o

a o R

14 CHARLSTON PLACE WESSELS ROAD, KENILWORTH PHONE :(021) 683-1501 FAX : (021) 674-3385 PROJECT DETAILS

PROPOSED BLOCK OF 22 APARTMENTS ON ERF 46413 & ERF 46415 ROSLYN ROAD RONDEBOSCH DRAWING DESCRIPTION

GRAPHIC REPRESENTATION OF AREAS

COMBINED DRAWING SHOWING FOOTPRINT OF PROPOSED BUILDING SUPERIMPOSED ON FOOTPRINT OF EXISTING BUILDING

DESIGN BY

GORDON HART DRAWN BY

1:100 REVISION NO.

DATE

COMP. FILE

30.05.2011 ARCHITECT'S SIGNATURE

SCALE 1:200

DRAWING SCALE

RIVER'S EDGE 2 CLIENT'S SIGNATURE

JGA HART B ARCH (CT) PR ARCH REG NO. 5829 DRAWING N0.

11:10:101

ROUWKOOP ROAD

EX FSMH

2100

FSMH 1

Building 8 2 Storey

P3 10 P3 11 P3 12

P40 3

P217 P220

P40 4

P40 9 P40 8

P40 5 P40 6

P40 7

P 64

P 63

P41 1 P41 0

P 65

IL DI

P3 08

P40 2

P 66

P3 07

P41 2

P3 09

P 38

P22 7 P40 1

WA L

P3 06

P219

P22 5 P22 6

P22 8

P3 05

P 35

P 13

P 34

P 33

P 14

P 15

P 32

P 67

P 91 P 90

P 68

P 89

P 62

P 61

P 40 P 60

P 41

P 42

P 59

P 88

P 70

P 87

P 71

P 86

SI TE

AL BI O N

BO U

AR Y

P 92

P 93

83 00

W ER

P 73

STACK "L" K STAC "M"

917 918

p98

p102

p104

p105

p106

p107

p43

p42

p40

p41

p38

p37

p108

p110

p111

p109

CK STA " "Q

p112

CK STA " "O

STACK "N"

p36

p34

STACK "P"

STACK "R"

p113

p114

p115

p116

p35

p33

p32

p31

p30

p29

K STACK AC "T" ST S" "

p117

916

p96

p10

PHASE 2

928

p95

P 74

P 83

P 75

P 82

p48

921

P 29

ERF 167714

929

p94

p49

922

p93

923

p92

924

P 28

P 19

p89

P 27

P 26

p51

p52

1101

p53

1102

STACK "I"

ST AC "H K "

1002

p88 p87

p54 1103

p55 1104

1003

p56

1004

1105

p57

p86 1005

p85 p84 p83 p82

1106

STACK "G" 1006

ST AC re1 "F" K

p58

1107

1108

1007

p60

STACK "E"

1008

p61 v

1009

p62

p81 p80

1010

STACK "D"

1201

AC K "C" 1202 p64

1011

p79

p63

P 25

P 22

p65

1012

p78

1204

P 23

CK "B"

1014 TA S

p76 P 24

p66

1013

p77

1015

TA "A CK "

1205

p67 p68

WALLS: (WALLS TO COMPLY WITH PART K OF SABS 0400.) External walls of 230mm cavity walls with 10 wire ties per sq. meter. Stepped dpc with weepholes at 800mm ccs. Internal walls of 90mm solid walls. All walls to be constructed of 90mm Cement Maxi bricks. Walls to be plastered and painted asfollows: external - smooth sponge finish and painted internal - bagged and painted All paint colour and type both internal and external to developers choice.

SITE BOUNDARY 4 700

FLOORS: (FLOORS TO COMPLY WITH PART J OF SABS 0400.) Ground floor construction to be min. 75mm mass concrete on 250 micron DPM on min 150mm well compacted fill with 20mm cement screed. First and second floors to be reinforced concrete to engineer's details.

FLOOR FINISHES: Floor finishes to as indicated on plan. Tiles as indicated on plan to be to developers range.

p69

FSMH 7

RAINWATER GOODS: All gutters to be seamless aluminium, and 100mm round PVC down pipes.

1900

1207

1016

CONCRETE ROOF SLAB: Re-inforced concrete slab to Engineer's detail screed to 1%%D fall. DERBIGUM SP4 waterproofing membrane sealed by torchfusion. 75mm side and 100mm end laps. All erected and applied by Specialist Subcontractor.

35 00

1206

p75

p59

1203

P 21

p50 v

925

1001

ERF 46954 P 20

STACK STAC K "K" "J" re2

p90

507

P 18

MONO-PITCH ROOF OVER ENTRANCE PASSAGE: Corrugated profile charcoal chromadeck sheeting @ 1%%C on 75x50mm purlins at 1000mm cc's max. on 76x152mm rafters at 760mm cc's. Rafters fixed to 76x300 bearer beam supported by brick piers. Head & side wall flashing.

p47

920

1208

p70

1017

P 45 P 55

p73 P 46 P 54

P 76

P 81

P 80

P 77

P 47 P 53

1018

P 48 P 52

*MECHANICAL VENT. DUCT TO ALL INTERNAL BATHROOMS TO ENGINEER'S DETAILS.

p71

P 49

P 51

p72

P 50

BU I

IN G

* ALL SEWAGE PIPES UNDER BUILDING TO BE ENCASED IN CONCRETE.

P 78

ER F

P 79

13 0

PHASE 1(AS APPROVED) BUILDING 1 = 90 APARTMENTS BUILDING 2 = 36 APARTMENTS BUILDING 3 = 12 APARTMENTS BUILDING 4 = 12 APARTMENTS

94 80 A

R Y

3 17 11

MAIN ACCESS

LI N E

W ER

ex. bin store

TOTAL

F ER

.cw

808

VP 504 VP 503 9 VP 8 V502 7 P V 501 P3 P V 6 5 P4 P V P 4 P5 VP 3 P6 VP 2 P7 1 P8 P9

p28

p27

509

P 56

p46

919

p74

P 85

p97 807

VP 119 VP 120 VP 121 VP 122 VP v 123 VP v 124 VP v 125 VP v v 126

FSMH 5.1

927 806

P 44

P 58

p45

p91

p13

P 17

p44

926

p14

P 72

LI N E

915

514

P 43

P 84 VP

914

p15

P 31

VP VP

913

505

P 16

P 57 P 69

910 911 912

506

P 30 P 39

908 909

FSMH 6

160Ø U-PVC

re3

P22 4

P23 1 P23 0 P22 9

P221

P222

P223

P233

P232

P235

P234

P236

IN G

P 36

P 12

907

SITE BOUNDARY 14 990

930

P218

P215

P216

P213

P214

P211

P212

P210

P209

P208

P206

P207

P205

P204

P203

P201

P202

02 P3

P 37

P 11

906

805

MAIN ROOF: (ROOF TO COMPLY WITH PART L OF SABS 0400.) Main roof of corrugated profile charcoal chromadeck sheeting @ 30° on underlay on 75x50mm purlins at 1000mm cc's max. on gangnail truss @ 1200cc's with diagonal bracing. Rafters to be tied down to 114 X 38mm wall plate with 1.6 x 30mm galv.hoop iron straps built min. 600mm into brickwork. Timber that is to be built into wall to be adequately protected with DPC wrapped around ends. Roof to have flashing where necessary. Ceilings of skimmed Rhino board with 75mm coved cornice fixed to 50x50mm brandering.

SITE BOUNDARY ERF 39 240 115763

O A R

SI T

BU IL D

903 904 905

804

p16

508

E 54 92 0 P3 03 P3 04

P 10

PHASE 1 P301

p118

p17

p11

re4

Building 9 3 Storey

512

511

510

p26

K AC ST U" "

p18

p12

STACK "CC"

902

803

2102

STACK "BB"

515

901

801 802

Building 11 2 Storey

ex. bin store

A T

p25

p23 p20

513

IT W H

re5

p19

BUILDING 2

BO UN DA RY

p21

517

516

WALL

STACK "V"

518

CK STA " "W

707 708

GENERAL NOTES:

RE2

MINOR ACCESS (69 BAYS)

p22

FSMH 5

705 706

ERF 167713

Building 12 2 Storey

ERF 45643

704

Building 10 3 Storey

SITE BOUNDARY 55 540

703

701 702

p103

HANS RAS ROAD

606 607 608

6000

Building 5 3 Storey

ERF 46912

p24

SITE BOUNDARY 40 080

ERF 113215

603 604 605

601 602

p39

FSMH 4

STACK "Z"

ERF 114539

p99

Building 7 2 Storey

ROUWKOOP AVENUE

3100

Building 6 2 Storey

FSMH 3

SITE BOUNDARY 41 020

STACK "AA"

STACK "X"

ERF 46909

p100

STACK "Y"

2100

FSMH 2

p101

SITE BOUNDARY 101 870

ER F

11 1

= 105 H.R. = 36 H.R. = 12 H.R. = 12 H.R.

= 150 APARTMENTS = 165 H.R.

PHASE 2 (AS PER LAND USE APPROVAL) BUILDING 5 = 18 APARTMENTS = 18 H.R BUILDING 6 = 8 APARTMENTS = 8 H.R BUILDING 7 = 8 APARTMENTS = 8 H.R BUILDING 8 = 8 APARTMENTS = 8 H.R BUILDING 9 = 8 APARTMENTS = 8 H.R BUILDING 10 = 8 APARTMENTS = 8 H.R BUILDING 11 = 18 APARTMENTS = 18 H.R BUILDING 12 = 30 APARTMENTS = 30 H.R

TOTAL

FOUNDATIONS: (FOUNDATION TO COMPLY WITH PART H OF SABS 0400.) Strip footings to 220mm and 190mm walls to be 700x220mm mass concrete. 90mm walls to have 600x200mm thickened slab. Where indicated footings not to encroach on boundary. EXTERNAL STEPS: Tread: 250mm / Riser: 200mm. DRAINAGE: (DRAINAGE TO COMPLY WITH PART P OF SABS 0400.) Drainage that falls within driveway or under buildings or where drainage run has less than 300mm cover to be adequately protected. Where drainage run falls under driveway, heavy duty rodding eyes and man holes to be used. Drainage fixtures to be anti-syphoned or deep seal traps where applicable. For levels and connection points see plan. WINDOWS AND DOORS: (WINDOWS TO COMPLY WITH PART N OF SABS O400) All windows to be epoxy coated aluminiuim as per references on drawing. Windows to have 100mm plaster band all round. Min. 10% light area and 5% vent area. Front doors to be hardwood as per rutherford joinery. Internal doors to be semi masonite faced doors flushed in steel frame. Double doors to be epoxy coated to match windows. APS lintels to be built in over all openings with 4 courses of brickforce reinforced brickwork over. CILLS AND SKIRTING: Cills to be plastered and painted internaly and externally. Paint colour and type to developers choice. Skirtings to be of 75mm pine skirting reversible painted white gloss and to all rooms on ground floor excluding kitchen and guest WC. First floor rooms to have same and no skirting in bathrooms. TILING: Bathrooms to be tiled to 1.4m height throughout. Kitchen to be tiled from counter to bottom of overhead cupboards. 3 Tile splash back to all base units.

= 106 APARTMENTS = 106 H.R

SITE AREA = 1,8939 ha PERMITTED HABITABLE ROOMS = x 0.4 / 28 = 270.557 HABITABLE ROOMS PERMITTED.

SITE & ROOF PLAN SCALE 1: 500 PARKING: PHASE 1: PARKING APPROVED

BUILDING BUILDING BUILDING BUILDING BUILDING BUILDING BUILDING BUILDING BUILDING BUILDING BUILDING BUILDING

1 =1657 sq m 2 = 670 sq m 3 =187 sq m 4 =187 sq m 5 =390 sq m 6 =253 sq m 7 =250 sq m 8 =253 sq m 9 =253 sq m 10 =253 sq m 11 =390 sq m 12 =643 sq m

14 CHARLSTON PLACE WESSELS ROAD, KENILWORTH PHONE : 683-1501 FAX : 674-3385 PROJECT DETAILS

PROPOSED ADDITIONS AT ERF 46954 ROUWKOOP ROAD RONDEBOSCH DRAWING DESCRIPTION

PHASE 2: 126BAYS PROVIDED AS PER LAND USE APPROVAL

SITE & ROOF PLAN

Total area of all buildings = 5386 sq m SITE AREA = 1,8939 ha

DESIGN BY

GORDON HART

Coverage = 28,43% Permitted = 50%

DRAWN BY

M d C/ T.K DATE

10.12.2010 ARCH. SIGN.

REVISIONS REV #.

DATE

DESCRIPTION

19.04.2011

COUNCIL AMENDMENTS

DRAWING SCALE

1:500 REVISION NO.

A COMP. FILE

ROUWKOOP ROAD CLIENT SIGN.

JGA HART B ARCH (CT) PROF ARCH REG NO. 5829 DRAWING N0.

07:01:500A

\\workstation2\shareddocs\files q & r\rouwkoop (rondebosch oaks)\phase 2\109bach\council submission\council submission reva 19.05.2011.drw printed 11 July 2011 at 04:35:04 PM

NOTES: a) THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ARCHITECT'S & OTHER SPECIALIST'S DRAWINGS. b) THE ARCHITECT ACCEPTS NO RESPONSIBILITY FOR ERRORS RESULTING FROM THE MISINTERPRETATION OF THIS DRAWING. c) THE CONTRACTOR IS TO CHECK ALL LEVELS & DIMENSIONS ON SITE BEFORE ANY WORK COMMENCES. ANY DISCREPANCIES IN LEVELS, DIMENSIONS OR DETAILS TO BE REPORTED TO THE ARCHITECT IMMEDIATELY. d) ALL DIMENSIONS TO BE READ AS IS, & NOT SCALED OFF THIS DRAWING. e) ALL BUILDING WORK TO COMPLY WITH NBR. FOUNDATIONS (TO COMPLY WITH PART H OF SANS 10400): All foundations to be founded min. 450mm below NGL. 180mm walls to have 650x230mm strip footing. 90mm walls to have thickened slab. Footings not to encroach site boundary. WALLS (TO COMPLY WITH PART K OF SANS 10400): Precast lintels laid to manufacturer's specification to all openings less than 3.0m. Min. 4 courses of brickwork with brickforce over. Re-inforced concrete beams to Engineer's details for larger openings. External walls to be 230mm cement maxi brick walls in stretcher bond with 2.5 galv. wire ties per m². Internal walls to be 90mm cement maxi brick walls. All brick columns to be concrete filled with 1x R12 rebar cast into foundations. Unre-inforced parapet walls to be max. 500mm high. Walls to be plastered and painted as follows: External - smooth sponge finish and painted Internal - smooth plastered and painted All paint colour and type both internal and external to developer's/ client's choice.

ROUWKOOP ROAD

SITE BOUNDARY 40 080

ERF 113215

ERF 46912

HANS RAS ROAD

RO AD

SITE BOUNDARY 55 540

ex. bin store

Building 8

Building 7

Alterations to Unit 505

ERF 114539

ERF 167713

SITE BOUNDARY 14 990

ERF 46954

Building 5

MECHANICAL VENTILATION (TO COMPLY WITH PART O OF SANS 10400): Internal bathroom to be mechanically ventilated at @ 25l/s Power supply for extractor fan to be coupled to light switch. Ducting to be non-combustible.

Building 9 Alterations to Unit 926

Alterations to Unit 1101 & Unit 1105

BUILDING 2

BUILDING 1 = 90 APARTMENTS = 105 H.R. BUILDING 2 = 36 APARTMENTS = 36 H.R. BUILDING 3 = 12 APARTMENTS = 12 H.R. BUILDING 4 = 12 APARTMENTS = 12 H.R. BUILDING 5 = 17 APARTMENTS = 18 H.R BUILDING 6 = 8 APARTMENTS = 8 H.R BUILDING 7 = 7 APARTMENTS = 8 H.R BUILDING 8 = 8 APARTMENTS = 8 H.R BUILDING 9 = 28 APARTMENTS = 30 H.R BUILDING 10 = 17 APARTMENTS = 18 H.R BUILDING 11 = 6 APARTMENTS = 8 H.R BUILDING 12 = 6 APARTMENTS = 8 H.R

Building 11

GA TE

SITE BOUNDARY 39 240

Building 10

92 0

Alterations to Unit 1201 & Unit 1205

BO UN DA RY

TOTAL

Alterations to Unit 1017

= 247 APARTMENTS = 271 H.R

SITE BOUNDARY 4 700

Building 12 BUILDING 4

BUILDING 3

BUILDING 1

SITE

ALB ION

UND ARY 1

58 3 0

CILLS & SKIRTINGS: Cills to be plastered and painted internally and externally. Skirtings to developer's/ client's choice. DRAINAGE (TO COMPLY WITH PART P OF SANS 10400): RE's & IE's to all bends, junctions & changes in direction of all soil & waste pipes. RE's to be provided for straight runs exceeding 25m in length. Soil pipes that fall under buildings, within driveways or where drainage run has less than 300mm cover to be encased in min. 100mm concrete. Where drainage run falls within driveway, heavy duty RE's & MH's to be used. Drainage fixtures to be anti-syphoned or deep seal traps where applicable. Min. invert level to sewer to be 450mm below NGL. GENERAL: Stepped DPM to be built in at floor & wall junction min. 150mm from NGL & GFL & to be above BOF level at sewer connection unless otherwise stated. Vertical DPM to all changes in floor level. DPC under all cills & over all door & window openings. Weepholes at 460mm c/c over all doors & windows. Provide min. 1 airbrick per room. Stormwater to discharge to street via channels & not into municipal sewer.

SITE AREA = 1,8939 ha PERMITTED HABITABLE ROOMS = x 0.4 / 28 = 271 HABITABLE ROOMS PERMITTED.

ERF 130200

RO AD ex.

BUILDING 1 =1657 sq m BUILDING 2 = 670 sq m BUILDING 3 =187 sq m BUILDING 4 =187 sq m BUILDING 5 =390 sq m BUILDING 6 =253 sq m BUILDING 7 =250 sq m BUILDING 8 =253 sq m BUILDING 9 =643 sq m BUILDING 10 =390 sq m BUILDING 11 =253 sq m BUILDING 12 =253 sq m

cw c

REVISIONS REV #. DATE

94 8

Total area of all buildings = 5386 sq m

LIN E

ERF 111730

SITE AREA = 1,8939 ha

19.04.2011

COUNCIL AMENDMENTS

01.06.2011

INTERNAL CHANGES

07.07.2011

INTERNAL CHANGES

(no change in coverage)

(no change in area)

DESCRIPTION

Coverage = 28,43%

UN D

ex. bin store

A RY

MAIN ACCESS

Permitted = 50%

SI TE

SIT E

DOORS & WINDOWS (TO COMPLY WITH PARTS N & O OF SANS 10400): Supply minimum 10% light area of which 5% must be openable to each habitable room. Glazing in excess of 1.0m² or within 300mm of floor must be safety glass. All windows to be aluminium framed as per references on drawing. All doors to be timber as per references on drawing.

ERF 167714 Alterations to Unit 911

HI TE

MINOR ACCESS (69 BAYS)

ERF 45643

Alterations to Unit 701

ERF 115763

Building 6

ROUWKOOP AVENUE

ERF 46909

SITE BOUNDARY 41 020

SITE BOUNDARY 101 870

ERF 111731 14 CHARLSTON PLACE WESSELS ROAD, KENILWORTH PHONE :(021) 683-1501 FAX : (021) 674-3385 PROJECT DETAILS

SITE PLAN SCALE 1: 500

PROPOSED ALTERATIONS TO EXISTING APARTMENT BLOCK ON ERF 46954 ROUWKOOP ROAD, RONDEBOSCH DRAWING DESCRIPTION

SITE PLAN & AREA SCHEDULES DESIGN BY

GORDON HART DRAWN BY

M d C/ TK DATE

10.12.2010 ARCHITECT'S SIGNATURE

DRAWING SCALE

1: 500 REVISION NO.

C COMP. FILE

ROUWKOOP ROAD CLIENT'S SIGNATURE

JGA HART B ARCH (CT) PR ARCH REG NO. 5829 DRAWING N0.

07:01:500C \\workstation2\shareddocs\files q & r\rouwkoop (rondebosch oaks)\phase 2\109bach\council submission\council submission- new two bedroom units- 07.07.2011.drw printed 12 July 2011 at 10:21:25 AM

NOTES:

WINDOW & DOOR SCHEDULE FOR UNIT 505 REF

DESCRIPTION

600X900 TOP HUNG EPOXY COATED ALUMINIUM

813X2032 HOLLOWCORE INTERNAL DOOR

QTY

WINDOW & DOOR SCHEDULE FOR UNIT 701

3240 90 90 610

2450

REF

DESCRIPTION

600X900 TOP HUNG EPOXY COATED ALUMINIUM

QTY

813X2032 HOLLOWCORE INTERNAL DOOR

4428

PATIO Tiles

bic

re-use ex. sink

D3 new door

re-use ex. sanitary fittings

KITCHEN Tiles 12m²

bic

Carpet 15m²

remove door and brick up opening 90

2600

FR reposition existing window

EXISTING WALKWAY NGL

250

BEDROOM 1

7944

exist. VS

7679

Tiles 4m²

10° PITCH

5968

BATH 1

2085

walls to be demolished

re-use existing door

830

DRAINAGE (TO COMPLY WITH PART P OF SANS 10400): RE's & IE's to all bends, junctions & changes in direction of all soil & waste pipes. RE's to be provided for straight runs exceeding 25m in length. Soil pipes that fall under buildings, within driveways or where drainage run has less than 300mm cover to be encased in min. 100mm concrete. Where drainage run falls within driveway, heavy duty RE's & MH's to be used. Drainage fixtures to be anti-syphoned or deep seal traps where applicable. Min. invert level to sewer to be 450mm below NGL. GENERAL: Stepped DPM to be built in at floor & wall junction min. 150mm from NGL & GFL & to be above BOF level at sewer connection unless otherwise stated. Vertical DPM to all changes in floor level. DPC under all cills & over all door & window openings. Weepholes at 460mm c/c over all doors & windows. Provide min. 1 airbrick per room. Stormwater to discharge to street via channels & not into municipal sewer.

2252

GROUND STOREY PLAN- BUILDING 7 -UNIT 701

SOUTH ELEVATION BUILDING 7

WEST ELEVATION BUILDING 7

SCALE 1:100

4427 90 90 1188 610

2450

PATIO Tiles

REVISIONS

BUILDING 5

1725 3210

07.07.2011

INTERNAL CHANGES

3094

INTERNAL CHANGES

14 CHARLSTON PLACE WESSELS ROAD, KENILWORTH PHONE :(021) 683-1501 FAX : (021) 674-3385

PROPOSED ALTERATIONS TO EXISTING APARTMENT BLOCK ON ERF 46954 ROUWKOOP ROAD, RONDEBOSCH DRAWING DESCRIPTION

90 975

SCALE 1:100

2600

Carpet 15m² NGL

GROUND STOREY PLAN- BUILDING 5- UNIT 505

COUNCIL AMENDMENTS

01.06.2011

PROJECT DETAILS 2600

BEDROOM 1

bic

19.04.2011

10421

re-use ex. sanitary fittings

Tiles 12m²

remove door and brick up opening

exist. VS

1000

180

KITCHEN FR

EXISTING WALKWAY

bic

BATH 1 Tiles 4m²

DESCRIPTION

250

re-use ex. sink

re-use existing door

REV #. DATE

1000

8 9 10 11 12 13

D3 new door

Tiles 5m²

HWC

8545

RK WO NO

BATH 2

90 738 872

exist. VS

new window

1700

walls to be demolished

bic

180

98m sq

D3 new door

2050

UNIT 505

re-use existing door

1710

EX. UNIT504

180

EX. UNIT503

Carpet 14m²

2910

EX. UNIT502

Tiles 31m²

1390

EX.UNIT501

STUDY

2000

LIVING & DINING AREA

600

exist. VS

98m²

2450

HWC

BUILDING 7

EX. UNIT 704

W O

BATH 2 Tiles 5m²

2050

1700

180

D3 new door

EX. UNIT 703

UNIT 701

CILLS & SKIRTINGS: Cills to be plastered and painted internally and externally. Skirtings to developer's/ client's choice.

Tiles 31m²

2000 re-use existing door

180 1710 2910

3826

180

90 884 180 738 90 872 180

new window

re-use ex. sanitary fittings

LIVING & DINING AREA

1390

3210

Carpet 14m²

FOUNDATIONS (TO COMPLY WITH PART H OF SANS 10400): All foundations to be founded min. 450mm below NGL. 180mm walls to have 650x230mm strip footing. 90mm walls to have thickened slab. Footings not to encroach site boundary.

ALL DRAINAGE TO CONNECT TO EXISTING VENT STACKS

STUDY

BUILDING 5 & 7- UNITS 505 & 701 GROUND STOREY PLANS & ELEVATIONS

2085

NORTH ELEVATIONBUILDING 5 SCALE 1:100

DESIGN BY

GORDON HART DRAWN BY

M d C/ TK DATE

10.12.2010 ARCHITECT'S SIGNATURE

DRAWING SCALE

1:100 REVISION NO.

C COMP. FILE

ROUWKOOP ROAD CLIENT'S SIGNATURE

JGA HART B ARCH (CT) PR ARCH REG NO. 5829 DRAWING N0.

07:01:502C \\workstation2\shareddocs\files q & r\rouwkoop (rondebosch oaks)\phase 2\109bach\council submission\council submission- new two bedroom units- 07.07.2011.drw printed 12 July 2011 at 10:20:59 AM

NOTES: 90

2450 2085

2252

remove door and brick up opening

BEDROOM 1 600

2910

new door

Tiles 12m²

2050

HWC

Tiles 4m² bic

re-use re-use exist. existing door sanitary fittings

EXISTING WALKWAY

exist. VS

D3 new door

2000

3210

new window

1390

180 1700

BATH 2

re-use ex. sink

re-use existing door

180

EXISTING WALKWAY

KITCHEN

180 1710

90 884 180 738 90 872

bic

BATH 1 exist.VS

EXISTING WALKWAY

bic

Carpet 14m²

Tiles 5m²

90 610

STUDY Carpet 15m²

walls to be demolished

RK NO W O

UNIT 911 98 M SQ

EX. UNIT 913

EX. UNIT 914

EX. UNIT 915

EX. UNIT 916

EX. UNIT 917

EX. UNIT 919

EX. UNIT 918

EX. UNIT 920

LIVING & DINING AREA Tiles 31m²

PATIO Tiles

2450

CILLS & SKIRTINGS: Cills to be plastered and painted internally and externally. Skirtings to developer's/ client's choice.

90 90 610

4428

FIRST STOREY PLAN- BUILDING 9 & 10- UNIT 911 SCALE 1:100

EX. UNIT 1007

WINDOW & DOOR SCHEDULE FOR UNIT 911 REF

DESCRIPTION

600X900 TOP HUNG EPOXY COATED ALUMINIUM

813X2032 HOLLOWCORE INTERNAL DOOR

QTY

EX. UNIT 1008

ALL DRAINAGE TO CONNECT TO EXISTING VENT STACKS

EXISTING WALKWAY

2419

BUILDING 9

WO RK

REVISIONS REV #. DATE

500 500

2600

10269

2400

500 500

8545

10269

DESCRIPTION

19.04.2011

COUNCIL AMENDMENTS

01.06.2011

INTERNAL CHANGES

07.07.2011

INTERNAL CHANGES

2600

EX. UNIT 1010

250

10421

EX. UNIT 1009

NGL

EXISTING WALKWAY

WEST ELEVATION- BUILDING 9 SCALE 1:100

14 CHARLSTON PLACE WESSELS ROAD, KENILWORTH PHONE :(021) 683-1501 FAX : (021) 674-3385 PROJECT DETAILS

EX. UNIT 1011

PROPOSED ALTERATIONS TO EXISTING APARTMENT BLOCK ON ERF 46954 ROUWKOOP ROAD, RONDEBOSCH DRAWING DESCRIPTION

BUILDING 9 & 10- GROUND STOREY PLAN & ELEVATION- UNIT 911 DESIGN BY EX. UNIT 1012

GORDON HART DRAWN BY

M d C/ TK DATE

10.12.2010 ARCH. SIGN.

DRAWING SCALE

1:100 REVISION NO.

C COMP. FILE

ROUWKOOP ROAD CLIENT SIGN.

JGA HART B ARCH (CT) PROF ARCH REG NO. 5829 DRAWING N0.

07:01:504C \\workstation2\shareddocs\files q & r\rouwkoop (rondebosch oaks)\phase 2\109bach\council submission\council submission- new two bedroom units- 07.07.2011.drw printed 12 July 2011 at 10:20:27 AM

EXISTING WALKWAY

D3 new door

KITCHEN, LIVING & DINING AREA Tiles 45m²

RK WO NO

BEDROOM 1 re-use existing door

re-use ex. sink

remove door and brick up opening

EXISTING WALKWAY

Carpet 18m²

remove door & brick up opening

BATH 1

Tiles 4m² bic EX. UNIT 923

EX. UNIT 923

EX. UNIT 924

exist. VS

EX. UNIT 925

bic

BATH 2 re-use exist. sanitary fittings

Tiles 4m²

walls to be demolished

2969

UNIT926

re-use existing door

98 M SQ

RK O

EX. UNIT 928

EX. UNIT 929

EX. UNIT 930

STUDY Carpet 18m²

BALCONY Tiles

2050 2230

180 CILLS & SKIRTINGS: Cills to be plastered and painted internally and externally. Skirtings to developer's/ client's choice.

2198

SECOND STOREY - BUILDING 9 & 10UNITS 926 & 1017

SCALE 1:100 EX. UNIT 1013

WINDOW & DOOR SCHEDULE FOR UNIT 1017 REF

DESCRIPTION

600X900 TOP HUNG EPOXY COATED ALUMINIUM

813X2032 HOLLOWCORE INTERNAL DOOR

EX. UNIT 1014

QTY 1 2

EXISTING WALKWAY

*MECHANICAL VENT. DUCT TO ALL INTERNAL BATHROOMS TO ENGINEER'S DETAILS. ALL DRAINAGE TO CONNECT TO EXISTING VENT STACKS BUILDING 10

3094

WO RK

1725

EX. UNIT 1015

10269

REVISIONS REV #. DATE

2600

8544

EX. UNIT 1016

250

exist. VS

DESCRIPTION

19.04.2011

COUNCIL AMENDMENTS

01.06.2011

INTERNAL CHANGES

07.07.2011

INTERNAL CHANGES

EXISTING WALKWAY

NGL

UNIT1017

SOUTH ELEVATION - BUILDING 10

14 CHARLSTON PLACE WESSELS ROAD, KENILWORTH PHONE :(021) 683-1501 FAX : (021) 674-3385

re-use ex. sink

98 M SQ

PROJECT DETAILS

KITCHEN, LIVING & DINING AREA

bic

HWC

STUDY bic

D3 new door bic

re-use exist. sanitary fittings

BATH 2

BATH 1

Tiles 5m²

Tiles 4m²

BEDROOM 1 Carpet 15m²

PROPOSED ALTERATIONS TO EXISTING APARTMENT BLOCK ON ERF 46954 ROUWKOOP ROAD, RONDEBOSCH DRAWING DESCRIPTION

2252

re-use existing door

re-use existing door Carpet 14m²

600

BUILDING 9 & 10- GROUND STOREY PLAN & ELEVATION- UNITS 926 & 1017 DESIGN BY

1390 D3 new door

Tiles

BALCONY

90 90 610 2450

4428

2000

walls to be demolished 2764

GORDON HART DRAWN BY

2085

Tiles 43m²

SCALE 1:100

remove door and brick up opening

M d C/ TK DATE

10.12.2010 ARCH. SIGN.

new W3 exist. window VS 90 90 872 738 3210

180

1700

180

1710

180

DRAWING SCALE

1:100 REVISION NO.

C COMP. FILE

ROUWKOOP ROAD CLIENT SIGN.

JGA HART B ARCH (CT) PROF ARCH REG NO. 5829 DRAWING N0.

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NOTES:

BUILDING 11

1597

6073

1000

250

2600

6073 2600 250

NGL

WINDOW & DOOR SCHEDULE FOR UNITS 1101, 1105, 1201 & 1205

7669

3222

7669

3222

1597

BUILDING 12

REF

DESCRIPTION

600X900 TOP HUNG EPOXY COATED ALUMINIUM

600X900 TOP HUNG EPOXY COATED ALUMINIUM WITH 900 X 900 FIXED SIDELIGHT

813X2032 HOLLOWCORE INTERNAL DOOR

QTY

NGL

NORTH ELEVATION BUILDING 11

NORTH ELEVATION BUILDING 12

SCALE 1:100

ALL DRAINAGE TO CONNECT TO EXISTING VENT STACKS

WALLS (TO COMPLY WITH PART K OF SANS 10400): Precast lintels laid to manufacturer's specification to all openings less than 3.0m. Min. 4 courses of brickwork with brickforce over. External walls to be 230mm cement maxi brick walls in stretcher bond with 2.5 galv. wire ties per m². Internal walls to be 90mm cement maxi brick walls. Walls to be plastered and painted as follows: External - smooth sponge finish and painted Internal - smooth plastered and painted All paint colour and type both internal and external to developer's/ client's choice. DOORS & WINDOWS (TO COMPLY WITH PARTS N & O OF SANS 10400): Supply minimum 10% light area of which 5% must be openable to each habitable room. Glazing in excess of 1.0m² or within 300mm of floor must be safety glass. All windows to be aluminium framed as per references on drawing. All doors to be timber as per references on drawing. CILLS & SKIRTINGS: Cills to be plastered and painted internally and externally. Skirtings to developer's/ client's choice.

90 90 610 2166

2166

rwp

2262

Tiles

exist.VS

reposition existing window

remove door and brick up opening

2000

BATH 1

2050

re-use ex. sanitary fittings

UNIT 1205 98m²

walls to be demolished

exist. VS re-use ex. sink

RK WO NO

bic

Carpet 15m²

reposition existing window

remove door and brick up opening 90

2085

EX. UNIT 1208

KITCHEN Tiles 12m²

BEDROOM 1

EX. UNIT 1207

bic

new door

Tiles 31m²

re-use existing door

Tiles 4m²

EXISTING WALKWAY

LIVING & DINING AREA

1390

3210 1700

180

HWC

180

830

bic

Carpet 15m²

D3 new door

Tiles 5m²

Tiles 12m²

BEDROOM 1

re-use existing door

180

KITCHEN

re-use ex. sanitary fittings

1710

180 872 90 738 180 884

re-use ex. sink

D3 new door

bic

re-use ex. sanitary fittings

BATH 2

2910

Tiles 4m²

2910

exist. VS

re-use existing door

BATH 1

2085

walls to be demolished

HWC

exist.VS

new window

98m²

2050

Tiles 5m²

1710

180

1700

BATH 2

EX. UNIT 1108

W O

180

D3 new door

UNIT 1105

EX. UNIT 1107

bic

Carpet 14m²

Tiles 31m²

1390

re-use existing door

180

884

180

738

872

180

3210

Carpet 14m²

STUDY

LIVING & DINING AREA

2000

STUDY

WO RK

BALCONY

Tiles

BALCONY

re-use ex. sanitary fittings

610

rwp

2262

EXISTING WALKWAY

2252

FIRST STOREY PLAN- BUILDING 11- UNIT 1105

FIRST STOREY PLAN- BUILDING 12- UNIT 1205

SCALE 1:100

90 2262

610

610 2166

2262

REVISIONS

2166

rwp

REV #. DATE

Tiles

new window

BEDROOM 1

2000

Tiles 5m²

exist. VS

2050

BATH 2 HWC

180

1700

180

D3 new door

Tiles 4m²

bic

FR reposition existing window

EXISTING WALKWAY

2252

re-use ex. sanitary fittings

walls to be demolished

exist. VS re-use ex. sink

INTERNAL CHANGES

07.07.2011

INTERNAL CHANGES

14 CHARLSTON PLACE WESSELS ROAD, KENILWORTH PHONE :(021) 683-1501 FAX : (021) 674-3385 PROJECT DETAILS

EX. UNIT 1204

KITCHEN

PROPOSED ALTERATIONS TO EXISTING APARTMENT BLOCK ON ERF 46954 ROUWKOOP ROAD, RONDEBOSCH DRAWING DESCRIPTION

RK WO NO

remove door and brick up opening 90

98m²

bic

Carpet 15m²

COUNCIL AMENDMENTS

01.06.2011

EX. UNIT 1203

Tiles 12m²

BEDROOM 1

2085

UNIT 1201

D3 new door

19.04.2011

Tiles 31m²

re-use existing door

BATH 1

LIVING & DINING AREA

1390

3210

re-use existing door

180

1710

180 872 90 738 180

Tiles 12m²

remove door and brick up opening

Carpet 15m²

884

KITCHEN

bic

re-use ex. sanitary fittings

830

re-use ex. sanitary fittings

2085

re-use ex. sink

D3 new door

2910

bic

830

exist. VS

re-use existing door

Tiles 4m²

new window

98m²

walls to be demolished

Carpet 14m²

EX. UNIT 1104

1710

180

HWC

BATH 1

exist. VS

2050

1700

Tiles 5m²

EX. UNIT 1103

180

D3 new door

UNIT 1101

W O

bic

BATH 2 W3

Tiles 31m²

re-use existing door

180 2910

884

180

738

872

180

new window

re-use ex. sanitary fittings

STUDY

LIVING & DINING AREA

2000

Carpet 14m²

1390

3210

STUDY

WO RK

PATIO

reposition existing window

BUILDING 11 & 12- GROUND & FIRST STROREY PLANS & ELEVATIONS UNITS 1101, 1105 & 1201 & 1205 DESIGN BY

EXISTING WALKWAY

GORDON HART DRAWN BY

M d C/TK

2252

DATE

10. 12. 2010

GROUND STOREY PLAN - BUILDING 11- UNIT 1101 SCALE 1:100

GROUND STOREY PLAN - BUILDING 12- UNIT 1201 SCALE 1:100

DESCRIPTION

ARCHITECT'S SIGNATURE

DRAWING SCALE

1:100 REVISION NO.

C COMP. FILE

ROUWKOOP ROAD CLIENT'S SIGNATURE

JGA HART B ARCH (CT) PR ARCH REG NO. 5829 DRAWING N0.

07:01:506C \\workstation2\shareddocs\files q & r\rouwkoop (rondebosch oaks)\phase 2\109bach\council submission\council submission- new two bedroom units- 07.07.2011.drw printed 12 July 2011 at 10:13:01 AM

UNIT515

UNIT516

43 M SQ

LIVING AREA

LIVING AREA W3

KITCHEN tiles

tiles

KITCHEN wm

UNIT517

tiles

UNIT518

43 M SQ

45 M SQ

tiles

1230

20 19 18 17 16 15 14

SLEEPING AREA

21 22 23 24 25 26

tiles bic

tiles

W1 230

2160

900 90

SLEEPING AREA

2178

200

4428

2600

200

1738

4428

4857

230 230

2400 1200

4658

230 1200

1738

230

2600

3338

200

90 1000 200 1000 90

2400

1738

3338

230

2400

230

2400

230

9515

1738

2600

3338

2400

200 770

*MECHANICAL VENT. DUCT TO ALL INTERNAL BATHROOMS TO ENGINEER'S DETAILS.

200

2177

90 1000

2160

230

4858

* DRAINAGE FIXTURES TO BE ANTI-SYPHONED AND DEEP SEAL TRAPS WHERE APPLICABLE AND DETAILED BY CIVIL ENGINEER

2000

1738

200

2600

2236

200

2178

200

2050

230

bic HWC

BATH

bic

tiles

HWC

bic

SLEEPING AREA

HWC

bic

7 6 5 4 3 2 1

8 9 10 11 12 13

bic

600

BATH

tiles

600

HWC

bic

SLEEPING AREA

SLEEPING AREA tiles

tiles

HWC

bic

7 6 5 4 3 2 1

VS HWC

BATH tiles

bic

SLEEPING AREA

8 9 10 11 12 13

SLEEPING AREA tiles

D1 W1

WALKWAY

bic

WALKWAY LIGHTS TO BE ON GENERAL LIGHTING

tiles

W1 230

2160

W1 2178

200

4428

2600

200

1738

4428

4857

230

2400

230

2400

4658

1738

230

2600

3338

200

90 1000 200 1000 90

2400

1738

3338

230

2400

230

2400

9515

1738

230

2600

3338

2400

200

2177

90 1000

2160

WINDOW SCHEDULE FOR BUILDING 5 KEY

2000

1738

tiles

LIVING AREA

KITCHEN tiles

UNIT504

tiles

KITCHEN wm

tiles

UNIT505

45 M SQ

1200X1200 TOP HUNG EPOXY COATED ALUMINIUM

600X900 TOP HUNG EPOXY COATED ALUMINIUM

APS lintels to be built in over all openings with 4 courses of brickforce reinforced brickwork over. CILLS AND SKIRTING: Cills to be plastered and painted internaly and externally. Paint colour and type to developers choice. Skirtings to be of 75mm pine skirting reversible painted white gloss and to all rooms on ground floor excluding kitchen and guest WC. First floor rooms to have same and no skirting in bathrooms.

DOUBLE POWER POINT SINGLE POWER POINT STOVE CONNECTION POINT T

TELEPHONE POINT

TV POINT

TILING: Bathrooms to be tiled to 1.4m height throughout. Kitchen to be tiled from counter to bottom of overhead cupboards. 3 Tile splash back to all base units.

EXTERIOR WALL MOUNTED LIGHT

LIGHT SWITCH

813X2100 40mm HARDWOOD FRONT DOOR WITH DOORCLOSER

1283X2100 DOUBLE DOORS EPOXY COATED ALUMINIUM

CEILING MOUNTED LIGHT FITTING

QTY

DESCRIPTION

813X2100 HOLLOWC0RE INTERNAL DOOR

HWC

TWO -WAY LIGHT SWITCH 150-LITRE HOT WATER CYLINDER

tiles

bic

7 6 5 4 3 2 1

BATH tiles

bic

SLEEPING AREA

8 9 10 11 12 13

BUILDING 5 - FLOOR PLANS

bic

WALKWAY LIGHTS TO BE ON GENERAL LIGHTING

D1 W1

200 200

2600

90 4428 4658

1738

230

2400

230

2400

230

2400

1738

90 3338

2600

200

90 1000 200 1000 90 9515

90 3338

1738

230

2400

230

2400

230

2400

1738

90 3338

9100

DRAWING DESCRIPTION

tiles

W1 2178

PROPOSED ADDITIONS AT ERF 46954 ROUWKOOP ROAD RONDEBOSCH

SLEEPING AREA

PROJECT DETAILS

tiles

900 90

VS HWC

10530

bic

wm 90

HWC

tiles

bic

200 770

600

WALKWAY

WALKWAY LIGHTS TO BE ON GENERAL LIGHTING

bic

tiles

HWC

SLEEPING AREA

tiles

2600 90 1000

4658

200

2177

2160

DESIGN BY

GORDON HART 1200

8 9 10 11 12 13

bic

tiles

DRAWN BY

M d C/ T.K

230

7 6 5 4 3 2 1

bic

1910

bic

14 CHARLSTON PLACE WESSELS ROAD, KENILWORTH PHONE : 683-1501 FAX : 674-3385

HWC

600

3000

600

tiles

4857

EXTERNAL STEPS: Tread: 250mm / Riser: 200mm.

DISTRIBUTION BOX

3000

KITCHEN

230

HWC

SLEEPING AREA

tiles

BATH

1230

tiles

BATH

230

tiles

4428

200

600

BATH

1500

bic

tiles

680 200 90

BATH

680 200 90

bic

2160

UNIT506

43 M SQ

230

LIVING AREA W3

2050

1300

HWC

230

200

tiles D2

LIVING AREA

43 M SQ

2178

tiles

2236

200

PATIO

UNIT503

200

2600

tiles

1500

900 90 90

770

1910

tiles

3758 1215

FLOOR FINISHES: Floor finishes to as indicated on plan. Tiles as indicated on plan to be to developers range.

3200

200 90 90 250

tiles

KITCHEN wm

1215

PATIO

tiles

1738

PATIO

43 M SQ

230

3000

tiles

1230

680 90 200

230

KITCHEN

UNIT501 UNIT502

200

3758

2600

QTY

1500X1500 TOP HUNG EPOXY COATED ALUMINIUM

KEY

9515

PATIO

680 90 200

9100

2000

200

LIVING AREA W3

tiles 43 M SQ

200

2600

tiles

LIVING AREA

1200

2000

1738

230

3758 1215

KITCHEN

10530

200 90 90 250

tiles

1215

PATIO

tiles

1738

600

1800

2400

3658

1650

3758

2600

600

230

200

230

9515

1300

230

230 1570

1420

2178

PATIO

230 970 230

230 4980

200

2480

1650

1800

2200

2050

230

2400

2480 230

7055

1570

9515

230

1420

4400

DESCRIPTION

DOOR SCHEDULE FOR BUILDING 5

230

Front doors to be hardwood as per rutherford joinery. Internal doors to be semi masonite faced doors flushed in steel frame. Double doors to be epoxy coated to match windows.

ELECTRICAL SPECIFICATION:

SCALE 1:100

230 970 230

3428

RAINWATER GOODS: All gutters to be seamless aluminium, and 100mm round PVC down pipes.

DRAINAGE: (DRAINAGE TO COMPLY WITH PART P OF SABS 0400.) Drainage that falls within driveway or under buildings or where drainage run has less than 300mm cover to be adequately protected. Where drainage run falls under driveway, heavy duty rodding eyes and man holes to be used. Drainage fixtures to be anti-syphoned or deep seal traps where applicable. For levels and connection points see plan.

4858

2480

600

*PARTY WALLS TO BE BEAM FILLED TO UNDERSIDE OF ROOF SHEETING

230

4980

3658

1500

600

WINDOWS AND DOORS: (WINDOWS TO COMPLY WITH PART N OF SABS O400) All windows to be epoxy coated aluminiuim as per references on drawing. Windows to have 100mm plaster band all round. Min. 10% light area and 5% vent area.

33345

FIRST FLOOR PLAN- BUILDING 5

All paint colour and type both internal and external to developers choice.

4428

4658

external - smooth sponge finish and painted internal - bagged and painted

tiles

1230

W1 WALKWAY LIGHTS TO BE ON GENERAL LIGHTING

1570

200

230 970 230

tiles

bic

2480

KITCHEN

tiles

HWC

bic

1230

600

tiles

200

tiles

45 M SQ

900 90

tiles

UNIT512

43 M SQ

1500

680 200 90

600

UNIT511

tiles

43 M SQ

BATH

200 770

tiles

UNIT510

43 M SQ

tiles

UNIT509

tiles

43 M SQ

SLEEPING AREA

tiles

KITCHEN

3000

tiles

KITCHEN

tiles

230

UNIT508

KITCHEN

LIVING AREA

tiles

1500

KITCHEN

UNIT507

900 90

680 200 90

tiles

770

1300

tiles

LIVING AREA

tiles

BALCONY

1500

BALCONY

1800

3758 1215

10530

200 90 90 250

1650

1215

9100

1738

1200

230

3758

2600

tiles

LIVING AREA

1910

2000

200

LIVING AREA

3200

200

2600

BALCONY

W2 D2

230

3000

600

9515

680 90 200

230

2000

1738

680 90 200

9100

3758 1215

tiles

1200

200 90 90 250

tiles

230

1215

BALCONY

tiles

KITCHEN

10530

1738

2400

3658

230

600

230

3758

2600

9515

1300

230

200

230

230 1570

1420

2178

BALCONY

230 970 230

230 4980

200

2480

1650

1800

2200

2050

230

1420

2400

2480 230

7055

230

9515

230

4980

4400

230

1910

3428

600

3000

3658

SCALE 1:100

230

600

MAIN ROOF: (ROOF TO COMPLY WITH PART L OF SABS 0400.) Main roof of corrugated profile charcoal chromadeck sheeting @ 30째 on underlay on 75x50mm purlins at 1000mm cc's max. on gangnail truss @ 1200cc's with diagonal bracing. Rafters to be tied down to 114 X 38mm wall plate with 1.6 x 30mm galv.hoop iron straps built min. 600mm into brickwork. Timber that is to be built into wall to be adequately protected with DPC wrapped around ends. Roof to have flashing where necessary. Ceilings of skimmed Rhino board with 75mm coved cornice fixed to 50x50mm brandering.

33345

SECOND FLOOR PLAN- BUILDING 5

* ALL SEWAGE PIPES UNDER BUILDING TO BE ENCASED IN CONCRETE.

4428

4658

tiles

WALKWAY

BATH

bic

3000

SLEEPING AREA

tiles

bic

230

21 22 23 24 25 26

bic

1230

1500

tiles

20 19 18 17 16 15 14

bic

tiles

600

200

SLEEPING AREA

bic

600

KITCHEN

tiles

200 90 680

bic

tiles

600

BATH

tiles

1300

BATH

tiles

BATH

D3 680 200 90

600

D3 200 90 680

bic

tiles

1300

BATH

D3 680 200 90

770

1500

tiles

1800

STANDARD NOTES:

LIVING AREA

1570

tiles

230

BALCONY

tiles

2050

1650

200

230

2178

230

200

1420

2600

10530

tiles

KITCHEN wm

1738

9100

tiles

1215

IMPORTANT NOTES:

2236

1200

43 M SQ

90 90 250

200

230

UNIT514

43 M SQ

1215

2000

tiles

1738

3758

1910

rwp

KITCHEN

3200

200

230

3000

BALCONY

LIVING AREA

tiles

UNIT513

200

230

2600

LIVING AREA

tiles

3758

rwp

LIVING AREA

900 90

9100

rwp

200

BALCONY

1200

2600

2000

tiles

230

1738

BALCONY

tiles

KITCHEN

10530

1738

200

9515

230

2000

NOTES:

600

230 970 230

2600

3758

2400

3658

2480

200

200 90 90 1215 250 1215

600

4980

2178

3758

230

9515

rwp

230

230 1570

1420

200

BALCONY

230 970 230

230 4980

2050

2480

1650

1800

2200

230

2400

2480 230

7055

1910

9515

230

4400

3000

230

3428

rwp

600

rwp

3658

rwp

600

DATE

10.12.2010

230

4428 4858

ARCH. SIGN.

REVISIONS

DRAWING SCALE

1:100 REVISION NO.

A COMP. FILE

ROUWKOOP ROAD CLIENT SIGN.

33345

GROUND FLOOR PLAN- BUILDING 5

SCALE 1:100

REV #.

DATE

DESCRIPTION

19.04.2011

COUNCIL AMENDMENTS

JGA HART B ARCH (CT) PROF ARCH REG NO. 5829 DRAWING N0.

07:01:501A

\\workstation2\shareddocs\files q & r\rouwkoop (rondebosch oaks)\phase 2\109bach\council submission\council submission reva 19.05.2011.drw printed 11 July 2011 at 04:34:27 PM

4428

4858

200

230

200 1000 90

200

2600

1738

1215

3758 1215

2000

1738

200

2178

2250 200

230

2050

200

1570

tiles

230 970 230

LIVING AREA TV

LIVING AREA tiles

tiles

KITCHEN

tiles

43 M SQ

HWC

bic

3200

1500

tiles

1230

D1 bic

bic

7 6 5 4 3 2 1

8 9 10 11 12 13

WALKWAY

BATH

bic

SLEEPING AREA

D3 bic HWC

BATH

bic

tiles

200

4428 4858

200

2600

200 1000 90

1738

230

2400

230

SLEEPING AREA

tiles

3338 4658

1738

1200

21430

4658

2600 90 1000

200

2178

4858

200

2600

200 1000 90

1738

2000

1738

3658

2600

2178

200

2178

230

2160

230

1800

1650

230

230 1570

1420 230

230 970 230 2480

4980

rwp

1738

2600

1200

200

2178

90 1000

10530

9100

900 90 90

200 770

1910 90

2160

1200 230

3000

90 3338

4658

230

4428

4658

4858

21430

600

3658

600

2250 200

2050

230

2050

200

2178

PATIO

tiles

200

2600

tiles

bic

600

KITCHEN

4428

4858

2600

200 1000 90

1738

230

2400

tiles

BATH

bic

tiles

D3 bic

HWC

BATH

tiles

bic

tiles

1738

3338 4658

SLEEPING AREA

tiles

2000

2178

200

2178

2250 200

KITCHEN

2050

PATIO

tiles

tiles W2

230

LIVING AREA tiles

UNIT803 UNIT804

tiles

45 M SQ

43 M SQ

tiles

bic

tiles

HWC

bic

7 6 5 4 3 2 1

8 9 10 11 12 13

bic

HWC

BATH

bic

tiles

SLEEPING AREA tiles

tiles

SLEEPING AREA

WALKWAY

bic

tiles

600

HWC

KITCHEN

bic

WALKWAY LIGHTS TO BE ON GENERAL LIGHTING

2600

3338 1200

200

tiles

BATH

tiles

2600

LIVING AREA

BATH

SLEEPING AREA

230

KITCHEN VS

tiles

200

tiles

600

W1 2178

43 M SQ

45 M SQ

bic

SLEEPING AREA

WALKWAY

1738

LIVING AREA

3658

tiles

bic 8 9 10 11 12 13

1215

2000

UNIT801 UNIT802

KITCHEN HWC

7 6 5 4 3 2 1

1215

3758

1738

tiles

45 M SQ

600 9515

200 90 90 250

tiles

3428

PATIO

LIVING AREA

230

2400

LIVING AREA

43 M SQ

BATH

4400

3758

UNIT703 UNIT704

tiles

230

2200

PATIO

tiles

KITCHEN

3428

2480

PATIO

W1 2160

2400

9515

200

LIVING AREA TV

BATH

230

3338

bic

2178

rwp

WALKWAY LIGHTS TO BE ON GENERAL LIGHTING

3338 1200

3758

HWC

tiles

W1 2178

tiles

600

SLEEPING AREA

2160

4428

tiles

230

9515

200 90 90 250 1215

43 M SQ

W1 2160

1215

UNIT702KITCHEN tiles

WALKWAY LIGHTS TO BE ON GENERAL LIGHTING

230

1738

LIVING AREA

tiles

HWC

tiles

3428

KITCHEN wm

230

tiles

45 M SQ

bic

230

4428

tiles

HWC

2160

2000

PATIO

UNIT701

KITCHEN

600

2000

tiles

SLEEPING AREA

BATH

1300

bic

tiles

680

HWC

BATH

200

770

bic

2600

tiles

45 M SQ

1500

900 90

tiles

230

KITCHEN

4658

4400

3758

tiles

UNIT603 UNIT604

KITCHEN

200

LIVING AREA

tiles

2178

90 1000

2400

LIVING AREA

tiles

43 M SQ

45 M SQ

230

UNIT601 UNIT602

2178

tiles D2

3428

2200

PATIO

600

2480

2050

1910

2178

1200

200

680 90 200

3658

PATIO

3000

600

PATIO

230

600

PATIO

1200

9515

200

2600

680 90 200

9100

2600

680 90 200

10530

3658

21430

PATIO

1200

600

1738

* DRAINAGE FIXTURES TO BE ANTI-SYPHONED AND DEEP SEAL TRAPS WERE APPLICABLE AND DETAILED BY CIVIL ENGINEER

200

2178

3428

230

3338

4658

9515

200 90 90 250

2400

3338

1500

200

3758

230

21430

230

2050

2480

1420 4980

230

1800

1650

230

2400 2200

1738

2000

4400

9515 2480

1200

200

90 1000

4658

2178

W1 2160

230

2160

4428

4858

21430

2178

200

2600

200 1000 90

1800

3428

2600

2000

21430

W1 2178

1650

2160

1738

230

2400

230

1738

3338

2600

3338

4658

1200

2000

1200

9100

230

bic

WALKWAY LIGHTS TO BE ON GENERAL LIGHTING

10530

4658

230

tiles

4658

90 1000

200

2178

1200

90 1000

2160

SLEEPING AREA

tiles

WALKWAY

bic

2160

230

2178

SCALE 1:100

600

SLEEPING AREA

230

1200

200

FIRST FLOOR PLAN- BUILDINGS 6, 7 & 8

3658

tiles

230

2600

21430

600

tiles

BATH

1570

1200

SLEEPING AREA

8 9 10 11 12 13

1420

90 3338

4658

SLEEPING AREA

7 6 5 4 3 2 1

230

4858

SLEEPING AREA

bic

230 970 230

1738

3338

bic

tiles

600

2480

230

tiles

4980

2400

tiles

KITCHEN

900 90

230

BATH

200 1000 90

1738

tiles

BATH

tiles

45 M SQ

43 M SQ

200 770

BATH

1300

4428

2600

200

680

2178

tiles

D1 W1

BATH

bic

WALKWAY LIGHTS TO BE ON GENERAL LIGHTING

W1 2160

WALKWAY

bic

UNIT807 UNIT808

tiles

1910

KITCHEN

tiles

LIVING AREA

tiles

3000

tiles

LIVING AREA

43 M SQ

tiles

3000

SLEEPING AREA

KITCHEN

SLEEPING AREA

BALCONY

3000

SLEEPING AREA

8 9 10 11 12 13

230

tiles

7 6 5 4 3 2 1

2050

1230

SLEEPING AREA

WALKWAY LIGHTS TO BE ON GENERAL LIGHTING

230

bic

2250 200

tiles

bic

2178

KITCHEN bic

2178

200

230

tiles

UNIT805 UNIT806

600

200

BATH

tiles

2600

tiles

45 M SQ

BALCONY

LIVING AREA

tiles

45 M SQ

tiles

WALKWAY

tiles

1738

230

bic

BATH

bic

BATH

1215

BATH

1215

1230

LIVING AREA TV

1738

2000

tiles

3758

BALCONY

tiles

43 M SQ

2600

600

9515

200 90 90 250

tiles

UNIT707 UNIT708

tiles

200

3758

3658

230

tiles

200

230

1500

SLEEPING AREA

tiles

bic

SLEEPING AREA

8 9 10 11 12 13

KITCHEN

2178

tiles

LIVING AREA

tiles

200

BALCONY

2200

2050

600

200

3200

tiles

230

90 3000 1200

7 6 5 4 3 2 1

SLEEPING AREA

bic

1300

680

770

200

tiles

KITCHEN wm

1500

900 90

9100 10530

1910

bic

230

3428

680 90 200

BATH

230

tiles

600

2050

BALCONY

680 90 200

bic

tiles

200

230

2400

2480

KITCHEN

2178

LIVING AREA

680 90 200

BATH

43 M SQ

KITCHEN

200

2250

tiles

UNIT706KITCHEN tiles

45 M SQ

2178

tiles

45 M SQ T

tiles

2600

4400

1500

43 M SQ

230

9515

200

BALCONY

LIVING AREA

UNIT705

1738

3428

1500

tiles

43 M SQ

2000

LIVING AREA

3758

tiles D2

tiles

1215

600

9515

200 90 90 250 1215

BALCONY

UNIT607 UNIT608

KITCHEN

1738

3658

1300

600

1300

2600

tiles

LIVING AREA

tiles

200

BALCONY

2178

600

KITCHEN

200

tiles

LIVING AREA

2050

3758

3658

230

600

680

UNIT605 UNIT606

230

2200

tiles

2050

rwp

230 970 230

tiles

230

200

3428

2400

2480

BALCONY

LIVING AREA

45 M SQ

2178

LIVING AREA

200

2250

tiles W2

2600

2178

BALCONY

tiles

9515

200

230

680

1738

4400

200

1215

2000

230

200

3758

3428

1500

9515

200 90 90 250

BALCONY

tiles

600

1500

1215

3658

21430

rwp

1738

600

1500

600

680

2600

3658

200

3758

rwp

2178

BALCONY

1570

230

200

2480

230 1420 4980

230

1800

1650

2200

2050

600

2400

2480 230

3428

1500

9515

230

rwp

4400

1300

230

2000

rwp

3428

1500

600

rwp

3658

21430

rwp

600

2000

rwp

21430

230

4428 4858

21430

ELECTRICAL SPECIFICATION:

GROUND FLOOR PLAN- BUILDINGS 6, 7 & 8 SCALE 1:100

*MECHANICAL VENT. DUCT TO ALL INTERNAL BATHROOMS TO ENGINEER'S DETAILS. * ALL SEWAGE PIPES UNDER BUILDING TO BE ENCASED IN CONCRETE.

WINDOW SCHEDULE FOR BUILDINGS 6, 7 & 8 KEY

DESCRIPTION

QTY

DOOR SCHEDULE FOR BUILDING 6, 7 & 8 KEY DESCRIPTION

1283X2100 DOUBLE DOORS EPOXY COATED ALUMINIUM

813X2100 HOLLOWC0RE INTERNAL DOOR

1200X1200 TOP HUNG EPOXY COATED ALUMINIUM

600X900 TOP HUNG EPOXY COATED ALUMINIUM

SINGLE POWER POINT STOVE CONNECTION POINT

813X2100 40mm HARDWOOD FRONT DOOR WITH DOORCLOSER

1500X1500 TOP HUNG EPOXY COATED ALUMINIUM

DOUBLE POWER POINT

QTY

DISTRIBUTION BOX

TELEPHONE POINT

TV POINT EXTERIOR WALL MOUNTED LIGHT CEILING MOUNTED LIGHT FITTING LIGHT SWITCH

*PARTY WALLS TO BE BEAM FILLED TO UNDERSIDE OF ROOF SHEETING

HWC

150-LITRE HOT WATER CYLINDER

CHARLSTON PLACE 14 WESSELS ROAD, KENILWORTH PHONE : 683-1501 FAX : 674-3385 PROJECT DETAILS

PROPOSED ADDITIONS AT ERF 46954 ROUWKOOP ROAD RONDEBOSCH DRAWING DESCRIPTION

BUILDING 6 , 7 & 8 - FLOOR PLANS DESIGN BY

GORDON HART DRAWN BY

M d C/ T.K DATE

10 .12. 2010

REVISIONS

ARCH. SIGN.

REV #.

DATE

DESCRIPTION

19.04.2011

COUNCIL AMENDMENTS

DRAWING SCALE

1:100 REVISION NO.

A COMP. FILE

ROUWKOOP ROAD CLIENT SIGN.

JGA HART B ARCH (CT) PROF ARCH REG NO. 5829 DRAWING N0.

07:01:502A \\workstation2\shareddocs\files q & r\rouwkoop (rondebosch oaks)\phase 2\109bach\council submission\council submission reva 19.05.2011.drw printed 11 July 2011 at 04:33:35 PM

30118 4858 2250 230

2178

200

3397

2600

2400 230 90 90 1215 250 1215

3338 1738

230

2600

200

2400

230

5828

230

3338

2600

230

2400 230 90 90 1215 250 1215

1738

3338 1738

1000

2600

4428

200

2178

2160

230

2160

3170

200 90 1000

4428 2178

200

230

3338

2600

2400

230

4428

230

2400 230 90 90 250 1215 1215

1738

4858 90

230 1000

2600

230

3338 1738

IMPORTANT NOTES:

4398 2148

230

2160

230

tiles

19.04.2011

COUNCIL AMENDMENTS

230 1430

230

3000

14039

90 900

10530

200 1670

2480 230

3680

4980

230

2580 230

1500

bic bic

UNIT1004

43 M SQ 90

PATIO

SLEEPING AREA

680 200

tiles

HWC

LIVING AREA

tiles W2

BATH

KITCHEN

tiles

8 9 10111213

WALKWAY

tiles

VS wm

WALKWAY LIGHTS TO BE ON GENERAL LIGHTING

KITCHEN

7 6 5 4 3 2 1

tiles

BATH

SLEEPING AREA

tiles

200

D3 HWC

900

90 200 680 1500

2000

3658

UNIT1005 43 M SQ

bic

HWC

4858

bic

UNIT1006

HWC

45 M SQ

PATIO

KITCHEN

tiles W2

tiles

230

1570

1650

230 230 230

970

2580 230

BATH tiles

bic

SLEEPING AREA tiles

4980

1910 90

3000

3509 4628 4428 230 2400

TILING: Bathrooms to be tiled to 1.4m height throughout. Kitchen to be tiled from counter to bottom of overhead cupboards. 3 Tile splash back to all base units.

14 CHARLSTON PLACE WESSELS ROAD, KENILWORTH PHONE : 683-1501 FAX : 674-3385 PROJECT DETAILS

PROPOSED ADDITIONS AT ERF 46954 ROUWKOOP ROAD RONDEBOSCH DRAWING DESCRIPTION

GROUND FLOOR PLANBUILDING 9 & 10 DESIGN BY

GORDON HART DRAWN BY

M d C/ TK DATE

10.12.2010 ARCH. SIGN.

DRAWING SCALE

1:100 REVISION NO.

A COMP. FILE

ROUWKOOP ROAD CLIENT SIGN.

230

JGA HART B ARCH (CT) PROF ARCH REG NO. 5829

2400 2480

200 680

UNIT1003 43 M SQ

230

2250 2178

HWC 90

200 2000 1738 1738

33345

tiles

APS lintels to be built in over all openings with 4 courses of brickforce reinforced brickwork over.

9055

PATIO

LIVING AREA

Front doors to be hardwood as per rutherford joinery. Internal doors to be semi masonite faced doors flushed in steel frame. Double doors to be epoxy coated to match windows.

230

1800 A

SLEEPING AREA

tiles

2178 DESCRIPTION

3509

7 6 5 4 3 2 1

BATH

tiles

230

KITCHEN

2250 DATE

230 WALKWAY LIGHTS TO BE ON GENERAL LIGHTING

3758 230

230 3428 REV #.

tiles

PATIO

600 3658 600

REVISIONS

4428

WALKWAY

tiles

SCALE 1:100

200

8 9 10111213

1330 200 1330

DRAINAGE: (DRAINAGE TO COMPLY WITH PART P OF SABS 0400.) Drainage that falls within driveway or under buildings or where drainage run has less than 300mm cover to be adequately protected. Where drainage run falls under driveway, heavy duty rodding eyes and man holes to be used. Drainage fixtures to be anti-syphoned or deep seal traps where applicable. For levels and connection points see plan.

2400

150-LITRE HOT WATER CYLINDER

GROUND FLOOR PLAN - BUILDING 9 & 10

tiles

EXTERNAL STEPS: Tread: 250mm / Riser: 200mm.

230

TWO -WAY LIGHT SWITCH

4400

HWC

KITCHEN

200 3758 230 200 1100 1100

BATH

tiles

230

LIGHT SWITCH

4428

EXTERIOR WALL MOUNTED LIGHT CEILING MOUNTED LIGHT FITTING

4858

TV POINT

3658

TELEPHONE POINT

3428

STOVE CONNECTION POINT T

33345

SINGLE POWER POINT

tiles

HWC

LIVING AREA

tiles

DISTRIBUTION BOX DOUBLE POWER POINT

tiles

SLEEPING AREA

680 200

2000

ELECTRICAL SPECIFICATION:

PATIO

200

230

813X2100 HOLLOWC0RE INTERNAL DOOR

43 M SQ

FLOOR FINISHES: Floor finishes to as indicated on plan. Tiles as indicated on plan to be to developers range.

UNIT1002

external - smooth sponge finish and painted internal - bagged and painted All paint colour and type both internal and external to developers choice.

2000

D1 bic

1738

1283X2100 DOUBLE DOORS EPOXY COATED ALUMINIUM

bic

tiles

QTY

813X2100 40mm HARDWOOD FRONT DOOR WITH DOORCLOSER

* DRAINAGE FIXTURES TO BE ANTI-SYPHONED AND DEEP SEAL TRAPS WHERE APPLICABLE AND DETAILED BY CIVIL ENGINEER

DESCRIPTION

HWC

2000

DOOR SCHEDULE FOR BUILDING 9 & 10

45 M SQ

RAINWATER GOODS: All gutters to be seamless aluminium, and 100mm round PVC down pipes.

2178

tiles

bic

HWC

2250

600X900 TOP HUNG EPOXY COATED ALUMINIUM

LIVING AREAUNIT1001

4428 90 600

1200 230

3338

1200X1200 TOP HUNG EPOXY COATED ALUMINIUM

tiles

200100090

BATH

tiles

4428 90 600

KITCHEN

tiles

230 1200 1200 200 1330 1330

1500X1500 TOP HUNG EPOXY COATED ALUMINIUM

200

PATIO

SLEEPING AREA

230

QTY

KEY

*PARTY WALLS TO BE BEAM FILLED TO UNDERSIDE OF ROOF SHEETING

2250 3658

* ALL SEWAGE PIPES UNDER BUILDING TO BE ENCASED IN CONCRETE.

DESCRIPTION

4758

WINDOW SCHEDULE FOR BUILDING 9 & 10

3758 230

230 1200

3428

3338 90 600 1738

200 600

90 200 1000

3658

4428

970

230

3658

4428

tiles

MONO-PITCH ROOF OVER STAIRWAY: Corrugated profile charcoal chromadeck sheeting @ 1%%C on 75x50mm purlins at 1000mm cc's max. on 76x228 lam rafters at 600mm cc's. Rafters fixed to 76x300 bearer beam supported by brick piers. Head & side wall flashing. MONO-PITCH ROOF OVER ENTRANCE PASSAGE: Corrugated profile charcoal chromadeck sheeting @ 1%%C on 75x50mm purlins at 1000mm cc's max. on 76x152mm rafters at 760mm cc's. Rafters fixed to 76x300 bearer beam supported by brick piers. Head & side wall flashing.

90 600

2178

230

600

2250

PATIO tiles

PATIO

2400

200

tiles

tiles 230

PATIO

2250

230

2178

KEY

1500

D2 W2

9055

PATIO tiles

*MECHANICAL VENT. DUCT TO ALL INTERNAL BATHROOMS TO ENGINEER'S DETAILS.

D2 W2

3428

28488

tiles

230

LIVING AREA

tiles

2400

4428

230

4400

230

LIVING AREA

230

1100

tiles

45 M SQ

4428

3428

1100

2000

UNIT910

43 M SQ

200

230

4428

3758

4428

3428

200

KITCHEN

4658

230

200

3758

UNIT909

200

4400

4428

2000

tiles

LIVING AREA

LIVING AREA 200

tiles

45 M SQ

4428

230

1100

45 M SQ

KITCHEN

43 M SQ

4428

3428

1100

2000

KITCHEN

200

600

230

4428

3758 230

UNIT907

UNIT908

4428

200

bic

tiles

UNIT906

PATIO

tiles 3758

tiles

HWC

D2 W2

bic

BATH

GENERAL NOTES:

T T

tiles

230

2000

tiles

PATIO

tiles

LIVING AREA

BATH

tiles

2178

200

BATH D3

KITCHEN

200

tiles

KITCHEN

HWC

2000

3658

2178

tiles

bic

43 M SQ

200 3758 230 200 1330 1100

200

UNIT905 KITCHEN

tiles

LIVING AREA

tiles

4428 600

LIVING AREA

tiles

PATIO

HWC

3758 230

tiles

PATIO

KITCHEN

LIVING AREA

2050

43 M SQ

tiles

230

tiles

UNIT903 UNIT904

2000

LIVING AREA

KITCHEN

HWC

200

43 M SQ

HWC

2000

45 M SQ TV

KITCHEN wm

bic

tiles

4858

UNIT901 UNIT902

BATH

bic

tiles

1 2 3 4 5 6

1910 90

13 12 11 10 9 8

D3 BATH

3658

SLEEPING AREA

tiles

2400

bic

tiles

SLEEPING AREA

bic

4428

tiles

BATH

tiles

BATH

680 90 200

HWC

tiles

200 680

tiles

WALKWAY LIGHTS TO BE ON GENERAL LIGHTING

WALKWAY

bic

3658

bic

SLEEPING AREA

200

tiles

SLEEPING AREA

600

KITCHEN

bic

600

BATH

tiles

bic

HWC

BATH

W1 D1

3428

bic

tiles

1 2 3 4 5 6

WALKWAY LIGHTS TO BE ON GENERAL LIGHTING

tiles

230

680 200

HWC

13 12 11 10 9 8

bic

680 200

tiles

WALKWAY

4400

tiles

1 2 3 4 5 6

SLEEPING AREA

3428

13 12 11 10 9 8

90 200 680

tiles

200

SLEEPING AREA

1500

SLEEPING AREA

1500

STANDARD NOTES:

1500

WALKWAY LIGHTS TO BE ON GENERAL LIGHTING

tiles

BATH

WALKWAY

680 200

bic

tiles

2400 4980

230

NOTES:

15315

8883

200

200 90 90 1000 1000

WALKWAY LIGHTS TO BE ON GENERAL LIGHTING

90 1910 90

9055

230 1738

9113

230

2580 230 1800

2400

230

SLEEPING AREA

230 1570 230

230

3000

230 1430 3000 200 1670 90 3680

2160

941

tiles

1650

9100

90 900 2480

200

2178

230

10530

4428

DRAWING N0. 1670

200

10530

3000

230 1430

07:01:503A

\\workstation2\shareddocs\files q & r\rouwkoop (rondebosch oaks)\phase 2\109bach\council submission\council submission reva 19.05.2011.drw printed 11 July 2011 at 04:33:02 PM

30118 4858

4428 200

2250 230

2178

200

3397 2600

230

2400 230 90 90 1215 250 1215

1738

2600

200

2400

230

5828 90

3338

2600

230

2400 230 90 90 1215 250 1215

1738

3338 1738

230 200 1000

2600

4428

200

2178

2160

4428

230

2160

2178

3170

230

2400

230

4428

4858

3338

200

2600

230

2400 230 90 90 1215 250 1215

1738

3338 1738

IMPORTANT NOTES:

230

200 90 1000

1000

2600

4398

230

2148

230

2160

230

DESCRIPTION

19.04.2011

COUNCIL AMENDMENTS

230 1430

230 3000

3000 900

10530

200 1670

14039

2480 230

3680

4980 2580

230

8 9 10111213

VS wm

KITCHEN

7 6 5 4 3 2 1

tiles

BATH

SLEEPING AREA

tiles

200

D3 HWC

900

tiles

BALCONY

2000

3658

90 200 680 1500

UNIT1011 D1

bic

45 M SQ tiles

BALCONY

4428

UNIT1012

KITCHEN

tiles

1570

1650

230 230 230

970

tiles

SLEEPING AREA tiles

4980 2580 230

BATH

230 230

bic

1910 90

3000

4428

1330

230 2400 230 33345

9055

14 CHARLSTON PLACE WESSELS ROAD, KENILWORTH PHONE : 683-1501 FAX : 674-3385 PROJECT DETAILS

PROPOSED ADDITIONS AT ERF 46954 ROUWKOOP ROAD RONDEBOSCH DRAWING DESCRIPTION

FIRST FLOOR PLANBUILDING 9 & 10 DESIGN BY

GORDON HART DRAWN BY

M d C/ TK DATE

10.12. 2010 ARCH. SIGN.

DRAWING SCALE

1:100 REVISION NO.

A COMP. FILE

ROUWKOOP ROAD CLIENT SIGN.

230

JGA HART B ARCH (CT) PROF ARCH REG NO. 5829

2400 2480

230

tiles

2400

4628

2178

BATH

tiles

230

2250

KITCHEN

200 2000 1738

1330 1738

tiles

HWC

TILING: Bathrooms to be tiled to 1.4m height throughout. Kitchen to be tiled from counter to bottom of overhead cupboards. 3 Tile splash back to all base units.

230

SLEEPING AREA

680 200

4428

2000

43 M SQ

LIVING AREA

3509

3509 4428 200

UNIT1010

tiles

BALCONY

4428

bic

1800 A

bic

43 M SQ

2178 DATE

4428 90 600

1500

43 M SQ

Front doors to be hardwood as per rutherford joinery. Internal doors to be semi masonite faced doors flushed in steel frame. Double doors to be epoxy coated to match windows.

200 680

UNIT1009

2250 REV #.

HWC

4858

3658 600

REVISIONS

HWC

tiles

4858

230

SCALE 1:100

PATIO

600

3428

FIRST FLOOR PLAN -BUILDING 9 & 10

LIVING AREA

DRAINAGE: (DRAINAGE TO COMPLY WITH PART P OF SABS 0400.) Drainage that falls within driveway or under buildings or where drainage run has less than 300mm cover to be adequately protected. Where drainage run falls under driveway, heavy duty rodding eyes and man holes to be used. Drainage fixtures to be anti-syphoned or deep seal traps where applicable. For levels and connection points see plan.

APS lintels to be built in over all openings with 4 courses of brickforce reinforced brickwork over.

33345

3758

4400

TWO -WAY LIGHT SWITCH 150-LITRE HOT WATER CYLINDER

SLEEPING AREA

tiles

200

2000 3658

LIGHT SWITCH

HWC

200

CEILING MOUNTED LIGHT FITTING

7 6 5 4 3 2 1

BATH

tiles

4428

EXTERIOR WALL MOUNTED LIGHT

tiles

KITCHEN

EXTERNAL STEPS: Tread: 250mm / Riser: 200mm.

2000

200

TV POINT

WALKWAY VS

200 3758 230 230 1100 1100

230

1738

2000

3428

TELEPHONE POINT

230

3428

SINGLE POWER POINT

*PARTY WALLS TO BE BEAM FILLED TO UNDERSIDE OF ROOF SHEETING

8 9 10111213

200

tiles

DOUBLE POWER POINT

STOVE CONNECTION POINT

tiles

ELECTRICAL SPECIFICATION: DISTRIBUTION BOX

BATH

KITCHEN

1330

230

813X2100 HOLLOWC0RE INTERNAL DOOR

1330

2000

1283X2100 DOUBLE DOORS EPOXY COATED ALUMINIUM

tiles

FLOOR FINISHES: Floor finishes to as indicated on plan. Tiles as indicated on plan to be to developers range.

200

SLEEPING AREA

680 200

HWC

LIVING AREA

external - smooth sponge finish and painted internal - bagged and painted All paint colour and type both internal and external to developers choice.

tiles

QTY

813X2100 40mm HARDWOOD FRONT DOOR WITH DOORCLOSER

UNIT1008 43 M SQ

HWC

2178

* DRAINAGE FIXTURES TO BE ANTI-SYPHONED AND DEEP SEAL TRAPS WHERE APPLICABLE AND DETAILED BY CIVIL ENGINEER

DESCRIPTION

bic

2250

KEY

45 M SQ bic

RAINWATER GOODS: All gutters to be seamless aluminium, and 100mm round PVC down pipes.

200

DOOR SCHEDULE FOR BUILDING 9 & 10

tiles

90 600

bic

200

600X900 TOP HUNG EPOXY COATED ALUMINIUM

LIVING AREAUNIT1007

230

1200

1200X1200 TOP HUNG EPOXY COATED ALUMINIUM

tiles

230

BATH

tiles

3338

KITCHEN

90 1000

1500X1500 TOP HUNG EPOXY COATED ALUMINIUM

SLEEPING AREA

200

4428 90 600

QTY

230

* ALL SEWAGE PIPES UNDER BUILDING TO BE ENCASED IN CONCRETE.

DESCRIPTION

4758

230

2250 3658

WINDOW SCHEDULE FOR BUILDING 9 & 10 KEY

90 3758

3428

1200

200 600

1200

3658

230

4428

970

3338 90 600 1738

230

3658

90 200 1000

4428

tiles

2178

4428

2250

230

600

230

BALCONY

4428

200

tiles

2250

230

2178

BALCONY

tiles

2400

BALCONY

230

D2 W2

3428

28488

*MECHANICAL VENT. DUCT TO ALL INTERNAL BATHROOMS TO ENGINEER'S DETAILS.

D2 W2

230

9055

230

GENERAL NOTES:

tiles

230

4428

LIVING AREA

tiles

2400

4400

230

1100

LIVING AREA

tiles

LIVING AREA

45 M SQ

4428

3428

1100

2000

UNIT920

43 M SQ

tiles

230

4428

3758

BALCONY

200

BALCONY

3428

200

3758

KITCHEN

BALCONY

230

2000

230

4400

4428

200

UNIT919

tiles

45 M SQ

KITCHEN

43 M SQ

4428

230

1100

45 M SQ

LIVING AREA 2000

bic

200

3428

1100

UNIT917

UNIT918

tiles

HWC

4428

600

230

4428

3758 230

tiles

bic

UNIT916

BALCONY

tiles

BATH

T T

BATH

D2 W2

tiles 200

tiles

BALCONY 3758

LIVING AREA

BATH D3

KITCHEN

tiles

HWC

1100

200

2000

tiles

1100

KITCHEN

LIVING AREA

tiles

1100

tiles

bic

1330

3658

200

tiles

43 M SQ

4658

tiles

UNIT915 KITCHEN

2178

LIVING AREA D2

BALCONY

200

BALCONY

4428 600

2178

43 M SQ

KITCHEN

tiles

200

UNIT913 UNIT914

tiles

LIVING AREA

2050

tiles TV

230

KITCHEN

HWC

2000

LIVING AREA

3758 230

43 M SQ

45 M SQ

KITCHEN wm

HWC

200

UNIT911 UNIT912

HWC

bic

tiles

90 90

bic

BATH

tiles

1 2 3 4 5 6

1910

D3 BATH T

13 12 11 10 9 8

2400

SLEEPING AREA

tiles

bic

SLEEPING AREA

bic

SLEEPING AREA

tiles

3758 230

BATH

tiles

BATH

tiles

HWC

4858

bic

HWC

WALKWAY LIGHTS TO BE ON GENERAL LIGHTING

WALKWAY

1500

tiles

bic

3658

bic

SLEEPING AREA

200 680

SLEEPING AREA

bic

3658

tiles

680 200

BATH

tiles

KITCH.

680 200

BATH

600

bic

HWC

W1 D1

680 200

HWC

bic

tiles

1 2 3 4 5 6

680 90 200

13 12 11 10 9 8

tiles

WALKWAY LIGHTS TO BE ON GENERAL LIGHTING

tiles

600

tiles

1 2 3 4 5 6

3428

13 12 11 10 9 8

SLEEPING AREA

230

tiles

WALKWAY

1500

SLEEPING AREA

STANDARD NOTES:

90 200 680

1500

SLEEPING AREA

1500

W1 D1

4400

4980

230

NOTES:

15315

8883

WALKWAY LIGHTS TO BE ON GENERAL LIGHTING

tiles

BATH

WALKWAY

WALKWAY LIGHTS TO BE ON GENERAL LIGHTING

bic

90 1910 90 2400

90 90 200 1000 1000

3338 1738

230

2580 230 1800

9055

1500

230

SLEEPING AREA

230 1570 230

230

9113

230

3000

230 1430 3000 200 1670 90 3680

2400

90 941

tiles

1650

9100

90 900 2480

2160

230

10530

2178

230

DRAWING N0. 1670

200

10530

3000

230 1430

07:01:504A

\\workstation2\shareddocs\files q & r\rouwkoop (rondebosch oaks)\phase 2\109bach\council submission\council submission reva 19.05.2011.drw printed 11 July 2011 at 04:32:20 PM

30118 4858 2250 230

2178

200

bic

3397

2600

2400 230 90 90 1215 250 1215

1738

200 90 1000 1000

2600

200

2400

230

5828 90

3338

2600

230

2400

230

90 90 1215 250 1215

1738

3338 1738

230 200 1000

2600

2178

230

2160

4428

230

2160

3170

200 90 1000 2178

200

230

3338

2600

2400

230

4428

230

2400 230 90 90 1215 250 1215

1738

90 230 1000

3338 1738

NOTES:

4858

2600

4398

230

2148

IMPORTANT NOTES:

230

2160

230

230 1430 3000 900

14039

1670

10530

200 90

2480 230

3680

4980

230

KITCHEN

7 6 5 4 3 2 1

tiles

BATH

SLEEPING AREA

tiles

tiles HWC

900

tiles

BALCONY

4428

D3 90 200 680 1500

UNIT1017 D1

bic

200

2000

3658

bic

45 M SQ

KITCHEN

tiles

230

bic

UNIT1018

tiles

4428

4858

BALCONY

HWC

1570

1650

230

970

tiles

SLEEPING AREA tiles

4980 2580 230

230 230

BATH

90 W31910 90

3000

3509 4628 4428 230 2400 230 33345

9055

33345

2000

14 CHARLSTON PLACE WESSELS ROAD, KENILWORTH PHONE : 683-1501 FAX : 674-3385 PROJECT DETAILS

PROPOSED ADDITIONS AT ERF 46954 ROUWKOOP ROAD RONDEBOSCH DRAWING DESCRIPTION

SECOND FLOOR PLANBUILDING 9 & 10 DESIGN BY

GORDON HART DRAWN BY

M d C/ TK DATE

10.12.2010 ARCH. SIGN.

DRAWING SCALE

1:100 REVISION NO.

A COMP. FILE

ROUWKOOP ROAD CLIENT SIGN.

230

JGA HART B ARCH (CT) PROF ARCH REG NO. 5829

2400 2480

230

8 9 10 111213

2400

tiles

TILING: Bathrooms to be tiled to 1.4m height throughout. Kitchen to be tiled from counter to bottom of overhead cupboards. 3 Tile splash back to all base units.

230

2250 2178

BATH

tiles

200 2000 1738

tiles

KITCHEN

1330 1738

SLEEPING AREA

Front doors to be hardwood as per rutherford joinery. Internal doors to be semi masonite faced doors flushed in steel frame. Double doors to be epoxy coated to match windows.

1738

680 200

HWC

LIVING AREA

4428

DRAINAGE: (DRAINAGE TO COMPLY WITH PART P OF SABS 0400.) Drainage that falls within driveway or under buildings or where drainage run has less than 300mm cover to be adequately protected. Where drainage run falls under driveway, heavy duty rodding eyes and man holes to be used. Drainage fixtures to be anti-syphoned or deep seal traps where applicable. For levels and connection points see plan.

APS lintels to be built in over all openings with 4 courses of brickforce reinforced brickwork over.

4858

43 M SQ

EXTERNAL STEPS: Tread: 250mm / Riser: 200mm.

2000

UNIT1016

tiles

2000

200

bic

43 M SQ

2178 COUNCIL AMENDMENTS

bic

2250 19.04.2011

2580

1500

43 M SQ

200 680

1330

230

600 DESCRIPTION

4428

HWC

UNIT1015

3758

230 3428 DATE

4428 90 600

tiles

1800 A

230

LIVING AREA

1330

PATIO

600 3658 REV #.

SLEEPING AREA

tiles

REVISIONS

230

7 6 5 4 3 2 1

BATH

tiles

1330

KITCHEN

230

150-LITRE HOT WATER CYLINDER

SCALE 1:100

tiles

1100

4400

LIGHT SWITCH

SECOND FLOOR PLAN - BUILDING 9 & 10

WALKWAY

200 3758 230 200 1100

CEILING MOUNTED LIGHT FITTING

HWC

tiles

EXTERIOR WALL MOUNTED LIGHT

TWO -WAY LIGHT SWITCH

3509

8 9 10 111213

2000

TV POINT

3000 90

2178

200

tiles

230

KITCHEN

BALCONY

TELEPHONE POINT 230

4428

STOVE CONNECTION POINT

3658

3428

DOUBLE POWER POINT

*PARTY WALLS TO BE BEAM FILLED TO UNDERSIDE OF ROOF SHEETING

BATH

external - smooth sponge finish and painted internal - bagged and painted All paint colour and type both internal and external to developers choice.

FLOOR FINISHES: Floor finishes to as indicated on plan. Tiles as indicated on plan to be to developers range.

200

DISTRIBUTION BOX

SINGLE POWER POINT

tiles

2000

3428

ELECTRICAL SPECIFICATION:

680 200

SLEEPING AREA

HWC

LIVING AREA

200

230

813X2100 HOLLOWC0RE INTERNAL DOOR

UNIT1014 43 M SQ

RAINWATER GOODS: All gutters to be seamless aluminium, and 100mm round PVC down pipes.

2250

D1 bic D2

90 600

bic

200

1283X2100 DOUBLE DOORS EPOXY COATED ALUMINIUM

HWC

1200

45 M SQ

1200

tiles

230

bic

tiles

QTY

813X2100 40mm HARDWOOD FRONT DOOR WITH DOORCLOSER

LIVING AREAUNIT1013

3338

* DRAINAGE FIXTURES TO BE ANTI-SYPHONED AND DEEP SEAL TRAPS WHERE APPLICABLE AND DETAILED BY CIVIL ENGINEER

DESCRIPTION

90 200 1000

DOOR SCHEDULE FOR BUILDING 9 & 10

4428 90 600

230

600X900 TOP HUNG EPOXY COATED ALUMINIUM

tiles

1200

1200X1200 TOP HUNG EPOXY COATED ALUMINIUM

BATH

tiles

230

KITCHEN

1200

SLEEPING AREA

3338 90 600 1738

1500X1500 TOP HUNG EPOXY COATED ALUMINIUM

4428

QTY

230

DESCRIPTION

4758

230

2250 3658

WINDOW SCHEDULE FOR BUILDING 9 & 10

KEY

2400 3758

3428

4428

200 600

230

3658

2400

4428

970

230

3658

9055

4428

tiles

2178

230

2250

2400

600

230

BALCONY

230

200

tiles

2250

230

2178

* ALL SEWAGE PIPES UNDER BUILDING TO BE ENCASED IN CONCRETE.

GENERAL NOTES:

BALCONY

tiles

4428

BALCONY

KEY

1500

D2 W2

3428

28488

*MECHANICAL VENT. DUCT TO ALL INTERNAL BATHROOMS TO ENGINEER'S DETAILS.

D2 W2

90 200 1000

230

tiles

4428

LIVING AREA

tiles

BALCONY

4400

230

tiles

LIVING AREA

tiles

BALCONY

230

1100

2000

BALCONY

3428

1100

230

4428

3758

4428

200

2178

3428

200

3758

45 M SQ

200

230

2000

200

4428

200

UNIT930

43 M SQ

tiles

LIVING AREA

LIVING AREA 2000

KITCHEN

2000

4400

230

UNIT929

tiles

45 M SQ

4428

230

1100

45 M SQ

KITCHEN

43 M SQ

3758 230

3428

1100

UNIT927

UNIT928

1100

230

4428

3758

200 200

600

200

bic

tiles

UNIT926

BALCONY

tiles

HWC

T T

tiles

1330

200

tiles

3758

tiles

tiles D2

BALCONY

tiles

LIVING AREA

BATH

3758 230

2000

HWC

BATH D3

KITCHEN

BATH

bic

4658

3658

200

KITCHEN

200

tiles

bic

200

tiles

43 M SQ

HWC

4858

BALCONY

KITCHEN

tiles

LIVING AREA

tiles

4428 600

LIVING AREA

BALCONY

2178

43 M SQ

tiles

HWC

tiles

1 2 3 4 5 6

bic

tiles

HWC

BATH

bic

UNIT925 KITCHEN

13 12 11 10 9 8

tiles

200

UNIT923 UNIT924

tiles W3

LIVING AREA

2050

tiles TV

230

KITCHEN

SLEEPING AREA

tiles D3 BATH

SLEEPING AREA

bic

1910

bic

3658

LIVING AREA

tiles

3658

43 M SQ

45 M SQ

KITCHEN wm

tiles

SLEEPING AREA

tiles

WALKWAY LIGHTS TO BE ON GENERAL LIGHTING

WALKWAY

tiles

D3 T

BATH

tiles

bic

200 680

tiles

HWC

BATH

SLEEPING AREA

200

bic

UNIT921 UNIT922

SLEEPING AREA

600

tiles

bic

600

KITCH.

bic

3428

tiles

680 200

BATH

HWC

bic

HWC

BATH

HWC

W1 D1

7 680 200

680 200

HWC

tiles

1 2 3 4 5 6

680 90 200

13 12 11 10 9 8

230

bic

tiles

4400

tiles

1 2 3 4 5 6

WALKWAY LIGHTS TO BE ON GENERAL LIGHTING

tiles

1500

13 12 11 10 9 8

SLEEPING AREA

STANDARD NOTES:

WALKWAY

90 200 680

tiles

1500

SLEEPING AREA

1500

SLEEPING AREA

W1 D1

200

4980

4428

200

15315

8883

WALKWAY LIGHTS TO BE ON GENERAL LIGHTING

tiles

W1 D1

tiles

BATH

WALKWAY

WALKWAY LIGHTS TO BE ON GENERAL LIGHTING

90 1910 90 2400

3338

230

2580 230 1800

9055

230 1738

9113

230

SLEEPING AREA

230 1570 230

230

2400

3000

230 1430 3000 200 1670 90

90 900 2480

2160

230

3680

2178

230

90 200 941

tiles

1650

10530

9100

4428

DRAWING N0. 1670

200

10530

3000

230 1430

07:01:505A

\\workstation2\shareddocs\files q & r\rouwkoop (rondebosch oaks)\phase 2\109bach\council submission\council submission reva 19.05.2011.drw printed 11 July 2011 at 04:31:48 PM

ELECTRICAL SPECIFICATION:

NOTES: IMPORTANT NOTES:

DISTRIBUTION BOX 1. ALL DIMS. ON PLAN TO BE READ AS IS AND NOT SCALED OFF THE DRAWING. 2. ALL BUILDING WORK IS TO COMPLY WITH NATIONAL BUILDING REGULATIONS. 3. ALL DIMS ARE TO BE CHECKED ON SITE BEFORE ANY BUILDING WORK COMMENCES. 4. ANY DISCREPANCIES IN DIMS AND DETAILS ARE TO BE REPORTED TO THE ARCHITECT IMMEDIATLY.

DOUBLE POWER POINT SINGLE POWER POINT STOVE CONNECTION POINT 4758 2250

5958 2178

230

200

4428

2000

5958 3758

200

4428

4858

200 230

4758

3758

2400

2000

230

200

4428

3658

1890

2178

200

2250

4428

3658

4758

230

5958 2178

230

200

4428

4858

5973

2000

3758

200

4428

4858

200 230

10415

3758

2400

2000

230

4428

3658

10070

230600

3658

3888

630

4887

TELEPHONE POINT

TV POINT

STANDARD NOTES:

EXTERIOR WALL MOUNTED LIGHT

5413

2178

2600

200 1000 90

230

2400

230

1738

3338

4858

2600

3338

4658

1200 2726 1200

200

90 1000

230

2160

2178

7384

2600

200 1000 90

1738

rwp

rwp 230

2400

1738

rwp

230

rwp

90 3338

4658

1200

1890

2600

1200

200

5010

90 1000

230 2178

rwp

1910

5210

4658

1770

1540

rwp

tiles

MONO-PITCH ROOF OVER BALCONY: Corrugated profile charcoal chromadeck sheeting @ 10%%C on 75x50mm purlins at 1000mm cc's max. on 38x114mm rafters at 1400mm cc's. Rafters to be tied down to 114 X 38mm wall plate with 1.6 x 30mm galv.hoop iron straps built min. 600mm into brickwork. Timber that is to be built into wall to be adequately protected with DPC wrapped around ends. Head & side wall flasing. CONCRETE ROOF SLAB: Re-inforced concrete slab to Engineer's detail screed to 1%%D fall. DERBIGUM SP4 waterproofing membrane sealed by torchfusion. 75mm side and 100mm end laps. All erected and applied by Specialist Subcontractor.

230

SLEEPING AREA

tiles wm

3338

4858

21430

BATH

tiles

KITCH.

tiles

200

4428

4858

tiles

WALKWAY LIGHTS TO BE ON GENERAL LIGHTING

W1 230

4428

4658

rwp

WALKWAY

2160

bic

45 M SQ

LIVING AREA

D1 W1

bic

tiles

bic

2178

UNIT1208

SLEEPING AREA

4888

tiles

200

tiles

8 9 10 11 12 13

W2 D2

2050

SLEEPING AREA

7 6 5 4 3 2 1

tiles

bic

SLEEPING AREA D1

WALKWAY

1738

rwp

tiles

WALKWAY LIGHTS TO BE ON GENERAL LIGHTING

200

4428

SLEEPING AREA

bic

2160

tiles

rwp

BATH

bic

rwp

600

vs 1300

600

tiles

W1 2160

tiles

bic

BALCONY

rwp

230

1430

bic

BATH

SLEEPING AREA

8 9 10 11 12 13

tiles

4428

1500

bic

BATH

3000

2090

230

90 3000

tiles

bic

7 6 5 4 3 2 1

tiles

SLEEPING AREA

600

SLEEPING AREA

D3 680 200 90

bic

tiles

1500

600

UNIT1207

tiles

43 M SQ

KITCHEN

tiles

1300

tiles

1910

680 200 90

BATH

rwp

bic

KITCH.

rwp

BATH

KITCHEN

tiles

BATH

GENERAL NOTES:

tiles

1500

2400

KITCH.

230

rwp

rwp T

tiles

rwp

150-LITRE HOT WATER CYLINDER

LIVING AREA

43 M SQ

45 M SQ

43 M SQ

UNIT1205 UNIT1206 KITCHEN wm tiles

rwp

2580

rwp

43 M SQ

45 M SQ

tiles

LIGHT SWITCH

UNIT1108

UNIT1107

tiles

LIVING AREA

tiles

KITCHEN

UNIT1105 UNIT1106KITCHEN wm tiles

LIVING AREA

tiles

HWC

680 90 200

200

LIVING AREA

D3 3000

LIGHT SWITCH 2

tiles

LIVING AREA

BALCONY

tiles

4980

2480

tiles

BALCONY

tiles

rwp

LIVING AREA

230

rwp

tiles

1670

rwp

1800

1570

680 90 200

9100

BALCONY

tiles

10530

tiles

LIVING AREA

BALCONY

230

BALCONY tiles

1200

230

1650

230

CEILING MOUNTED LIGHT FITTING

rwp

RAINWATER GOODS: All gutters to be seamless aluminium, and 100mm round PVC down pipes.

230

3000

10070

16573

10530

external - smooth sponge finish and painted internal - bagged and painted

FIRST FLOOR PLAN- BUILDING 11 & 12

All paint colour and type both internal and external to developers choice.

WINDOW SCHEDULE FOR BUILDING 11 & 12

SCALE 1:100

DESCRIPTION

tiles bic

WALKWAY

tiles

2160

90 4428 4858

200

200 1000 90

1738

230

2400

230

3338 4658

1738

90 3338

1200

21430

4658

2600 90 1000

200

2178

HWC

BATH tiles

bic

tiles

813X2100 HOLLOWCORE INTERNAL DOOR

43 M SQ

APS lintels to be built in over all openings with 4 courses of brickforce reinforced brickwork over.

tiles

bic

PATIO

HWC

bic

7 6 5 4 3 2 1

8 9 10 11 12 13

WALKWAY

230

2160

45 M SQ W1

4428

4858

1890

GROUND FLOOR PLAN- BUILDING 11 & 12 SCALE 1:100

* DRAINAGE FIXTURES TO BE ANTI-SYPHONED AND DEEP SEAL TRAPS WHERE APPLICABLE AND DETAILED BY CIVIL ENGINEER

KITCHEN

BATH

tiles

200

200 1000 90

1738

230

2400

230

3338

1738

90 3338

4658

1200

16573

1200

4658

2600

200

90 1000

5010

5210 230

tiles

WALKWAY LIGHTS TO BE ON GENERAL LIGHTING

2600

SLEEPING AREA

tiles wm

TILING: Bathrooms to be tiled to 1.4m height throughout. Kitchen to be tiled from counter to bottom of overhead cupboards. 3 Tile splash back to all base units.

bic

tiles

VS 2178

HWC

UNIT1204

LIVING AREA

W1 230

tiles

bic

SLEEPING AREA tiles

230

BATH

tiles

HWC

D1 bic

2160

UNIT1203

tiles

BATH

SLEEPING AREA

1770

bic

WALKWAY LIGHTS TO BE ON GENERAL LIGHTING

2600

DRAINAGE: (DRAINAGE TO COMPLY WITH PART P OF SABS 0400.) Drainage that falls within driveway or under buildings or where drainage run has less than 300mm cover to be adequately protected. Where drainage run falls under driveway, heavy duty rodding eyes and man holes to be used. Drainage fixtures to be anti-syphoned or deep seal traps where applicable. For levels and connection points see plan.

Front doors to be hardwood as per rutherford joinery. Internal doors to be semi masonite faced doors flushed in steel frame. Double doors to be epoxy coated to match windows.

W1 2178

1283X2100 DOUBLE DOORS EPOXY COATED ALUMINIUM

KITCHEN

1540

bic

W1 230

KITCHEN

tiles

KITCHEN

SLEEPING AREA D1

QTY

DESCRIPTION 813X2100 40mm HARDWOOD FRONT DOOR WITH DOORCLOSER

EXTERNAL STEPS: Tread: 250mm / Riser: 200mm.

tiles

LIVING AREA W3

43 M SQ

tiles

BATH

SLEEPING AREA

4888

8 9 10 11 12 13

tiles

UNIT1201 UNIT1202

bic

600X900 TOP HUNG EPOXY COATED ALUMINIUM

200

1500

SLEEPING AREA

230

tiles

7 6 5 4 3 2 1

bic

2050

SLEEPING AREA

bic

FLOOR FINISHES: Floor finishes to as indicated on plan. Tiles as indicated on plan to be to developers range.

2178

tiles

bic

DOOR SCHEDULE FOR BUILDING 11 & 12

5413

tiles

LIVING AREA

45 M SQ

HWC

1200X1200 TOP HUNG EPOXY COATED ALUMINIUM

tiles

HWC

4887

bic

HWC

630

PATIO

45 M SQ

3658

2160

BATH

tiles

10070

230600

tiles

KITCHEN 200 90 680

HWC

BATH

1300

680 200 90

bic

1910

BATH

230

4428

tiles

LIVING AREA TV

1500

2400

230

PATIO

tiles

230

2000

3888

tiles

3758

3658

tiles

T T

4428

200

KEY

LIVING AREA

43 M SQ

200

PATIO

UNIT1103 UNIT1104

tiles

43 M SQ

45 M SQ

KITCHEN

3000

wm KITCHEN

3758

10415

1500X1500 TOP HUNG EPOXY COATED ALUMINIUM

230

2580 4980

UNIT1101 UNIT1102 KITCHEN wm tiles

2000

4858

tiles

4428

LIVING AREA

200

230 1800

1570 230

230

1650 2480 90

tiles

2178

230

tiles

230

PATIO

LIVING AREA

2250

4858

LIVING AREA

2250 4428

tiles

W2 D2

200

PATIO

tiles

1430

9100

1670 200

4428

2178

3658

1200

230

tiles

200

3000

230

PATIO

230

2000

3658

PATIO

3758

5973

4428

200

5958

230

200

4858

10530

3758

4758

200 90 680

4428

2000

1890

1500

230

200

4758

1300

2178

5958

680 200 90

2250

5958

1500

4758

QTY

W3 1910 2090

3000

230

3000

10070

10530

*MECHANICAL VENT. DUCT TO ALL INTERNAL BATHROOMS TO ENGINEER'S DETAILS. * ALL SEWAGE PIPES UNDER BUILDING TO BE ENCASED IN CONCRETE. *PARTY WALLS TO BE BEAM FILLED TO UNDERSIDE OF ROOF SHEETING

14 CHARLSTON PLACE WESSELS ROAD, KENILWORTH PHONE : 683-1501 FAX : 674-3385 PROJECT DETAILS

PROPOSED ADDITIONS AT ERF 46954 ROUWKOOP ROAD RONDEBOSCH DRAWING DESCRIPTION

BUILDING 11 & 12- FLOOR PLANS DESIGN BY

GORDON HART DRAWN BY

M d C/TK DATE

10. 12. 2010 ARCH. SIGN.

REVISIONS REV #.

DATE

DESCRIPTION

19.04.2011

COUNCIL AMENDMENTS

DRAWING SCALE

1:100 REVISION NO.

A COMP. FILE

ROUWKOOP ROAD CLIENT SIGN.

JGA HART B ARCH (CT) PROF ARCH REG NO. 5829 DRAWING N0.

07:01:506A

\\workstation2\shareddocs\files q & r\rouwkoop (rondebosch oaks)\phase 2\109bach\council submission\council submission reva 19.05.2011.drw printed 11 July 2011 at 04:30:44 PM

30° PITCH 30° PITCH

3055 200 8534

200 2400

NGL

75mm conc. floor slab 700x220 strip footing

SCALE 1:100

700x220 strip footing

ffl

200mm conc. floor slab

dpc

BATH

SLEEPING AREA dpc

LIVING AREA

PATIO

75mm conc. floor slab

ffl

dpc

700x220 strip footing

SECTION A-A SCALE 1:100

BUILDING 5 30° PITCH 10° PITCH

plaster & paint

395

plaster & paint

1000

2400

STAIRWAY/ PASSAGE

FFL

dpc

75mm conc. floor slab

10421 8570

NGL

700x220 strip footing

1000

1000 10421 8444

2600

1000 2400

BATH landing 1

KITCHEN

2600

dpc

250

FFL

200

1000

8050

2400 1000

STAIRWAY/ PASSAGE

2400

BATH landing 2

KITCHEN

200

dpc

10° PITCH

plaster & paint

1000

FFL

30° PITCH

1000

STAIRWAY/ PASSAGE

1000

2400

BATH

2400

KITCHEN

388

1° PITCH

2290

10° PITCH

700x220 strip footing

PATIO

LIVING AREA

700x220 strip footing

30° PITCH

EAST ELEVATION- BUILDING 5

TYPICAL SECTION THROUGH STAIRSCASE

SCALE 1:100

BUILDING 5

SCALE 1:100 30° PITCH

10421

500 500

1000

8570

plaster & paint

1000

plaster & paint

1000

500 500 500 500

7944

7679 6288

1000

plaster & paint

30° PITCH

500 500

BUILDING 6

30° PITCH

1000

dpc

BATH

dpc

SCALE 1:100

30° PITCH

NGL

200mm conc. floor slab

SLEEPING AREA dpc

PATIO

600x220 internal footing

TYPICAL SECTION THROUGH THREE STOREY BUILDING

TYPICAL SECTION THROUGH TWO STOREY BUILDING

ffl

dpc

2400

200 2400

dpc

250

dpc

parking

LIVING AREA

BATH

SLEEPING AREA

PATIO 2400

2600

2400

ffl

KITCHEN/ LOUNGE

1000

dpc

200

2400

BALCONY

2400

200

ffl

KITCHEN/ LOUNGE

ENTRANCE PASSAGE

11924

2400

388 1000

2400

2600

8570

200

10421 7944

7679

2531 200 2600

NGL

700x220 strip footing

dpc

ENTRANCE PASSAGE

250

673

NGL

75mm conc. floor slab

infill

cession area to be landscaped

ffl

dpc

PASSAGE

WALK WAY

2400

bic

2400

ENTRANCE PASSAGE

250

2100

2400

KITCHEN/ LOUNGE

ffl

PASSAGE

5970

1000

2400 200

500 500

bic

WALK WAY

ffl PATIO

NGL

ENTRANCE PASSAGE

3095

KITCHEN/ LOUNGE

2556

1° PITCH

flashing

BALCONY

dpc

BALCONY

1000

flashing

10° PITCH

PASSAGE

KITCHEN/ LOUNGE

ENTRANCE PASSAGE

2957

2290

30° PITCH

1° PITCH

10° PITCH

1° PITCH

2322

339

30° PITCH

14 CHARLSTON PLACE WESSELS ROAD, KENILWORTH PHONE : 683-1501 FAX : 674-3385 PROJECT DETAILS

PROPOSED ADDITIONS AT ERF 46954 ROUWKOOP ROAD RONDEBOSCH DRAWING DESCRIPTION

NGL

SECTION & ELEVATIONS

NGL

DESIGN BY

GORDON HART

WEST ELEVATION- BUILDING 5 & 6

DRAWN BY

M d C/TK DATE

SCALE 1:100

10.12.2010 ARCH. SIGN.

REVISIONS REV #.

DATE

DESCRIPTION

19.04.2011

COUNCIL AMENDMENTS

DRAWING SCALE

1:100 REVISION NO.

A COMP. FILE

ROUWKOOP ROAD CLIENT SIGN.

JGA HART B ARCH (CT) PROF ARCH REG NO. 5829 DRAWING N0.

07:01:507A

\\workstation2\shareddocs\files q & r\rouwkoop (rondebosch oaks)\phase 2\109bach\council submission\council submission reva 19.05.2011.drw printed 11 July 2011 at 04:29:36 PM

30° PITCH

BUILDING 7

1° PITCH

30° PITCH

BUILDING 8 1° PITCH

1° PITCH

plaster & paint

1000

plaster & paint

1000

plaster & paint

7944

30° PITCH

7679

BUILDING 6

30° PITCH

NGL

SOUTH ELEVATION- BUILDINGS 6, 7 & 8 SCALE 1:100

1000

1° PITCH

plaster & paint

10° PITCH

plaster & paint

7944

10° PITCH

500 500

1000

plaster & paint

1000

plaster & paint

10° PITCH

30° PITCH

BUILDING 6

1° PITCH 10° PITCH

plaster & paint

10° PITCH

500 500

1000

1° PITCH

1000

10° PITCH

500 500

7679

7944

plaster & paint

30° PITCH

5274

BUILDING 8

500 500

30° PITCH

BUILDING 7

1000

30° PITCH

EXISTING BOUNDARY WALL

NGL

NORTH ELEVATION ( ROUKOOP ROAD) - BUILDINGS 6, 7 & 8 SCALE 1:100

30° PITCH

BUILDING 11

BUILDING 12 1° PITCH 10° PITCH

10° PITCH

1° PITCH 10° PITCH

plaster & paint

10° PITCH

plaster & paint

7944

7727

500 500

plaster & paint

1000

500 500

plaster & paint

1000

7944

plaster & paint

EXISTING BOUNDARY WALL

NGL

EAST ELEVATION (ROUWKOOP AVENUE) - BUILDING 11 & 12 SCALE 1:100

30° PITCH

BUILDING 11

BUILDING 12

14 CHARLSTON PLACE WESSELS ROAD, KENILWORTH PHONE : 683-1501 FAX : 674-3385

1° PITCH

PROJECT DETAILS

PROPOSED ADDITIONS AT ERF 46954 ROUWKOOP ROAD RONDEBOSCH

plaster & paint

DRAWING DESCRIPTION

ELEVATIONS

300

1000

plaster & paint

1000

plaster & paint

7944

30° PITCH

DESIGN BY

GORDON HART DRAWN BY

M d C/TK DATE

10.12.2010

NGL

WEST ELEVATION- BUILDING 11 & 12 SCALE 1:100

ARCH. SIGN.

REVISIONS REV #.

DATE

DESCRIPTION

19.04.2011

COUNCIL AMENDMENTS

DRAWING SCALE

1:100 REVISION NO.

A COMP. FILE

ROUWKOOP ROAD CLIENT SIGN.

JGA HART B ARCH (CT) PROF ARCH REG NO. 5829 DRAWING N0.

07:01:508A

\\workstation2\shareddocs\files q & r\rouwkoop (rondebosch oaks)\phase 2\109bach\council submission\council submission reva 19.05.2011.drw printed 11 July 2011 at 04:29:02 PM

30° PITCH 30° PITCH

BUILDING 9 30° PITCH

30° PITCH

2419

30° PITCH

10° PITCH

plaster & paint

5° PITCH

BALCONY

BALCONY 200

FFL

2400

BALCONY 200

FFL

2400

2600

1000

plaster & paint

10421

BALCONY

7850

1000 1000

1000

1000 1000

plaster & paint

1000

1000 1000

plaster & paint

1000

1000 1000

1000

1000 1000

plaster & paint

2600

8545

10421

1000

11924

2400

10° PITCH

2400

plaster & paint

645

BUILDING 5

BALCONY FFL

250

BALCONY NGL

NGL

SOUTH ELEVATION- BUILDING 5 & 9 SCALE 1:100

BUILDING 9

30° PITCH

30° PITCH 30° PITCH

BUILDING 11

1000

11924

1000

8594

250

2600

1000

8638

10421

2438

plaster & paint

10303

plaster & paint

10421

plaster & paint

NGL

NORTH ELEVATION -BUILDING 9 & 11 SCALE 1:100

2419

BUILDING 10

BUILDING 12

500 500

2400

30° PITCH

10421

plaster & paint

14 CHARLSTON PLACE WESSELS ROAD, KENILWORTH PHONE : 683-1501 FAX : 674-3385

10° PITCH

PROPOSED ADDITIONS AT ERF 46954 ROUWKOOP ROAD RONDEBOSCH

5887

1000

5970

1000

plaster & paint 7944

500 500

2600

plaster & paint

8545

PROJECT DETAILS

DRAWING DESCRIPTION

2600

ELEVATIONS DESIGN BY

GORDON HART DRAWN BY

M d C/TK

250

7944

10° PITCH

1000

30° PITCH

7679

10° PITCH

10° PITCH plaster & paint

DATE

10.12.2010 ARCH. SIGN.

SOUTH ELEVATION - BUILDING 10 & 12

REVISIONS REV #.

DATE

DESCRIPTION

SCALE 1:100

19.04.2011

COUNCIL AMENDMENTS

DRAWING SCALE

1:100 REVISION NO.

A COMP. FILE

ROUWKOOP ROAD CLIENT SIGN.

JGA HART B ARCH (CT) PROF ARCH REG NO. 5829 DRAWING N0.

07:01:509A

\\workstation2\shareddocs\files q & r\rouwkoop (rondebosch oaks)\phase 2\109bach\council submission\council submission reva 19.05.2011.drw printed 11 July 2011 at 04:27:24 PM

ELECTRICAL SPECIFICATION: DISTRIBUTION BOX DOUBLE POWER POINT SINGLE POWER POINT STOVE CONNECTION POINT T

TELEPHONE POINT

TV POINT

NOTES: IMPORTANT NOTES:

EXTERIOR WALL MOUNTED LIGHT CEILING MOUNTED LIGHT FITTING LIGHT SWITCH

BUILDING 9

HWC

LIGHT SWITCH 150-LITRE HOT WATER CYLINDER

BUILDING 10 30° PITCH

30° PITCH

10° PITCH

plaster & paint

2600

500 500

2600

1000

NGL

RAINWATER GOODS: All gutters to be seamless aluminium, and 100mm round PVC down pipes.

250

2600

1000

500 500

2600

10421

500 500

1000

plaster & paint

10269

1000

2400

500 500 8545

10269

10421

plaster & paint

8444

10° PITCH

2419

GENERAL NOTES:

plaster & paint

SOUTH ELEVATION- BUILDING 9

external - smooth sponge finish and painted internal - bagged and painted

SCALE 1:100

All paint colour and type both internal and external to developers choice. FLOORS: (FLOORS TO COMPLY WITH PART J OF SABS 0400.) Ground floor construction to be min. 75mm mass concrete on 250 micron DPM on min 150mm well compacted fill with 20mm cement screed. First and second floors to be reinforced concrete to engineer's details. FLOOR FINISHES: Floor finishes to as indicated on plan. Tiles as indicated on plan to be to developers range. FOUNDATIONS: (FOUNDATION TO COMPLY WITH PART H OF SABS 0400.) Strip footings to 220mm and 190mm walls to be 700x220mm mass concrete. 90mm walls to have 600x200mm thickened slab. Where indicated footings not to encroach on boundary. EXTERNAL STEPS: Tread: 250mm / Riser: 200mm.

BUILDING 9

DRAINAGE: (DRAINAGE TO COMPLY WITH PART P OF SABS 0400.) Drainage that falls within driveway or under buildings or where drainage run has less than 300mm cover to be adequately protected. Where drainage run falls under driveway, heavy duty rodding eyes and man holes to be used. Drainage fixtures to be anti-syphoned or deep seal traps where applicable. For levels and connection points see plan.

BUILDING 10 30° PITCH

30° PITCH

10° PITCH

10° PITCH plaster & paint

plaster & paint

Front doors to be hardwood as per rutherford joinery. Internal doors to be semi masonite faced doors flushed in steel frame. Double doors to be epoxy coated to match windows.

10269 8570

8270 1000

500 500

1000

TILING: Bathrooms to be tiled to 1.4m height throughout. Kitchen to be tiled from counter to bottom of overhead cupboards. 3 Tile splash back to all base units.

NGL

250

2600

1000

plaster & paint

2600

500 500

1000

2400

APS lintels to be built in over all openings with 4 courses of brickforce reinforced brickwork over.

10412

8104

30° PITCH

EAST ELEVATION- BUILDING 9 & 10 SCALE 1:100

14 CHARLSTON PLACE WESSELS ROAD, KENILWORTH PHONE : 683-1501 FAX : 674-3385 PROJECT DETAILS

PROPOSED ADDITIONS AT ERF 46954 ROUWKOOP ROAD RONDEBOSCH DRAWING DESCRIPTION

ELEVATIONS DESIGN BY

GORDON HART DRAWN BY

M d C/ TK DATE

11.11.2010 ARCH. SIGN.

REVISIONS REV #.

DATE

DESCRIPTION

19.04.2011

COUNCIL AMENDMENTS

DRAWING SCALE

1:100 REVISION NO.

A COMP. FILE

ROUWKOOP ROAD CLIENT SIGN.

JGA HART B ARCH (CT) PROF ARCH REG NO. 5829 DRAWING N0.

07:01:510A

\\workstation2\shareddocs\files q & r\rouwkoop (rondebosch oaks)\phase 2\109bach\council submission\council submission reva 19.05.2011.drw printed 11 July 2011 at 04:26:31 PM

sh whb dw wm s

s wm dw whb sh

sh whb dw wm s

s wm dw whb sh

sh whb dw wm s

s wm dw whb sh

sh whb dw wm s

s wm dw whb sh

sh whb dw wm s

s wm dw whb sh

sh whb dw wm s

s wm dw whb sh

sh whb dw wm s

s wm dw whb sh

STACK "L"

STACK "J"

STACK "H"

STACK "F"

sh whb dw wm s

s wm dw whb sh

sh whb dw wm s

s wm dw whb sh

STACK "M"

FFL 26 150

STACK "K"

s wm dw whb sh

sh whb dw wm s

STACK "I"

sh whb dw wm s

STACK "G"

STACK "E"

sh whb dw wm s

STACK "D"

STACK "C"

STACK "B"

STACK "A" Wc

sh whb dw wm s

s wm dw whb sh

sh whb dw wm s

s wm dw whb sh

FFL 23 550

FFL 20 950 F.G.L

re1

20 600

re2

MAIN SEWER BY CIVIL ENGINEER

re3

MAIN SEWER BY CIVIL ENGINEER

FSMH 7

FSMH 6

COVER LEVEL

20 600

19 480

INVERT LEVEL

19 650

18 658

DEPTH

822

950 55 000

DISTANCE FALL

15 200

1:60

DRAINAGE SECTION - RUN "A"

s wm dw whb sh

sh whb dw wm s

s wm dw whb sh

sh whb dw wm s

s wm dw whb sh

sh whb dw wm s

s wm dw whb sh

sh whb dw wm s

s wm dw whb sh

sh whb dw wm s

s wm dw whb sh

STACK "W"

STACK "U"

STACK "S"

sh whb dw wm s

STACK "V"

sh whb dw wm s

* DRAINAGE TO CONNECT TO MAIN SEWER BY CIVIL ENGINEER

STACK "T"

STACK "R"

sh whb dw wm s

STACK "Q"

STACK "O"

FFL 26 150

STACK "P"

(SCHEMATIC REPRESENTATION ONLY) FOR ANY DISTANCES, DEPTHS AND FALLS BEYOND ERF BOUNDARY REFER TO CIVIL ENGINEER'S DRAWING

STACK "N"

N.T.S

sh whb dw wm s

s wm dw whb sh

sh whb dw wm s

s wm dw whb sh

FFL 23 550

FFL 20 950 F.G.L

20 600

re4

re5

MAIN SEWER BY CIVIL ENGINEER

FSMH 5

FSMH 6 COVER LEVEL

19 480

INVERT LEVEL

18 658

DEPTH DISTANCE FALL

18 100 16 803 1 297

822 58 200 1:60

DRAINAGE SECTION - RUN "A" CONTINUED N.T.S

(SCHEMATIC REPRESENTATION ONLY) FOR ANY DISTANCES, DEPTHS AND FALLS BEYOND ERF BOUNDARY REFER TO CIVIL ENGINEER'S DRAWING

14 CHARLSTON PLACE WESSELS ROAD, KENILWORTH PHONE : 683-1501 FAX : 674-3385

* DRAINAGE FIXTURES TO BE ANTI-SYPHONED AND DEEP SEAL TRAPS WHERE APPLICABLE AND DETAILED BY CIVIL ENGINEER

PROJECT DETAILS

PROPOSED ADDITIONS AT ERF 46954 ROUWKOOP ROAD RONDEBOSCH DRAWING DESCRIPTION

DRAINAGE SECTIONS DESIGN BY

GORDON HART DRAWN BY

*MECHANICAL VENT. DUCT TO ALL INTERNAL BATHROOMS TO ENGINEER'S DETAILS. * ALL SEWAGE PIPES UNDER BUILDING TO BE ENCASED IN CONCRETE.

Tk DATE

10.12.2009 ARCH. SIGN.

REVISIONS REV #.

DATE

DESCRIPTION

19.04.2011

COUNCIL AMENDMENTS

DRAWING SCALE

1:100 & 1:200 REVISION NO.

A COMP. FILE

ROUWKOOP ROAD CLIENT SIGN.

JGA HART B ARCH (CT) PROF ARCH REG NO. 5829 DRAWING N0.

07:01:511A

\\workstation2\shareddocs\files q & r\rouwkoop (rondebosch oaks)\phase 2\109bach\council submission\council submission reva 19.05.2011.drw printed 11 July 2011 at 04:25:42 PM

s wm dw whb sh

FFL 26 150

STACK "AA"

STACK "Z"

STACK "Y"

STACK "X"

STACK "W" s wm dw whb sh

sh whb dw wm s

s wm dw whb sh

sh whb dw wm s

s wm dw whb sh

FFL 23 550

FFL 20 950 F.G.L

20 600

"RUN B" TO CONNECT AT FSMH 5 MAIN SEWER BY CIVIL ENGINEER

FSMH 5

EXISTING MANHOLE

MAIN SEWER BY CIVIL ENGINEER

FSMH 4

FSMH 1

FSMH 2

FSMH 3

EX. FSMH

COVER LEVEL

18 100

17 500

17 300

16 800

16 100

16 010

INVERT LEVEL

16 803

16 130

15 745

15 394

15 172

15 050

1 297

1 370

DEPTH DISTANCE FALL

1 406

1 555

9 200

18 600

1:60

16 600 1:60

960

928 8 800

3 750

1:60

1:80

DRAINAGE SECTION - RUN "A" CONTINUED

sh whb dw wm s

* DRAINAGE TO CONNECT TO MAIN SEWER BY CIVIL ENGINEER

STACK "W"

STACK "BB"

STACK "CC"

(SCHEMATIC REPRESENTATION ONLY) FOR ANY DISTANCES, DEPTHS AND FALLS BEYOND ERF BOUNDARY REFER TO CIVIL ENGINEER'S DRAWING

N.T.S

sh whb dw wm s

* DRAINAGE FIXTURES TO BE ANTI-SYPHONED AND DEEP SEAL TRAPS WHERE APPLICABLE AND DETAILED BY CIVIL ENGINEER

FFL 26 150

sh whb dw wm s

FFL 23 550

FFL 20 950 F.G.L

20 600

FSMH 5.1

MAIN SEWER BY CIVIL ENGINEER

CONNECT TO "RUN A" AT FSMH 5

FSMH 5

COVER LEVEL

18 770

18 100

INVERT LEVEL

17 781

16 803

DEPTH DISTANCE FALL

989

1 297 20 600 1:60

DRAINAGE SECTION - "RUN B" N.T.S

(SCHEMATIC REPRESENTATION ONLY) FOR ANY DISTANCES, DEPTHS AND FALLS BEYOND ERF BOUNDARY REFER TO CIVIL ENGINEER'S DRAWING

14 CHARLSTON PLACE WESSELS ROAD, KENILWORTH PHONE : 683-1501 FAX : 674-3385 PROJECT DETAILS

PROPOSED ADDITIONS AT ERF 46954 ROUWKOOP ROAD RONDEBOSCH

*MECHANICAL VENT. DUCT TO ALL INTERNAL BATHROOMS TO ENGINEER'S DETAILS. * ALL SEWAGE PIPES UNDER BUILDING TO BE ENCASED IN CONCRETE.

DRAWING DESCRIPTION

DRAINAGE SECTIONS DESIGN BY

GORDON HART DRAWN BY

Tk DATE

10.12.2009 ARCH. SIGN.

REVISIONS REV #.

DATE

DESCRIPTION

19.04.2011

COUNCIL AMENDMENTS

DRAWING SCALE

1:100 & 1:200 REVISION NO.

A COMP. FILE

ROUWKOOP ROAD CLIENT SIGN.

JGA HART B ARCH (CT) PROF ARCH REG NO. 5829 DRAWING N0.

07:01:512A

\\workstation2\shareddocs\files q & r\rouwkoop (rondebosch oaks)\phase 2\109bach\council submission\council submission reva 19.05.2011.drw printed 11 July 2011 at 04:25:05 PM

EXISTING WALKWAY

UNIT1017 98 M SQ

KITCHEN, LIVING & DINING AREA Tiles 43m² 600 2000

1390

2764

bic

BATH 2

BATH 1

Tiles 5m²

Tiles 4m²

2085

bic

Carpet 15m²

2252

BEDROOM 1 HWC

STUDY Carpet 14m² Tiles

BALCONY

90 90 610 2450

4428

bic

14 CHARLSTON PLACE WESSELS ROAD, KENILWORTH PHONE :(021) 683-1501 FAX : (021) 674-3385 PROJECT DETAILS

UNIT LAYOUTS ON ERF 46954 ROUWKOOP ROAD,RONDEBOSCH

872 3210

180

DRAWING DESCRIPTION

738

1700

180

90 1710

BUILDING 10 - UNIT 1017 GROUND FLOOR PLAN

180

DESIGN BY

GORDON HART DRAWN BY

DRAWING SCALE

1:100 REVISION NO.

Tarryn DATE

07.07.2011 ARCHITECT'S SIGNATURE

FLOOR PLAN - UNIT 1017 SCALE 1:100

COMP. FILE

ROUWKOOP ROAD CLIENT'S SIGNATURE

JGA HART B ARCH (CT) PR ARCH REG NO. 5829 DRAWING N0.

07:01:UNIT 1017

90 610 2262

2166

PATIO Tiles

Tiles 31m²

180

98m²

2050

Tiles 5m²

HWC

BATH 1 Tiles 4m²

bic

180

1710

180

1700

UNIT 1101 BATH 2

KITCHEN Tiles 12m²

BEDROOM 1

830

2910

884

180

738

872

180

bic

LIVING & DINING AREA

2000

Carpet 14m²

1390

3210

STUDY

Carpet 15m²

bic

14 CHARLSTON PLACE WESSELS ROAD, KENILWORTH PHONE :(021) 683-1501 FAX : (021) 674-3385 PROJECT DETAILS

UNIT LAYOUTS ON ERF 46954 ROUWKOOP ROAD,RONDEBOSCH DRAWING DESCRIPTION

BUILDING 11 - UNIT 1101 FLOOR PLAN

2085

DESIGN BY

2252

GORDON HART DRAWN BY

DRAWING SCALE

1:100 REVISION NO.

Tarryn DATE

07.07.2011 ARCHITECT'S SIGNATURE

FLOOR PLAN - UNIT 1101 SCALE 1:100

COMP. FILE

ROUWKOOP ROAD CLIENT'S SIGNATURE

JGA HART B ARCH (CT) PR ARCH REG NO. 5829 DRAWING N0.

07:01:UNIT 1101

90 90 610 2262

2166

BALCONY Tiles

2000

bic

1390

LIVING & DINING AREA Tiles 31m²

UNIT 1105

180

Carpet 14m²

2050

1700 180

Tiles 5m²

HWC

exist.VS

BATH 1 Tiles 4m²

bic

180

1710

98m²

BATH 2

KITCHEN 830

Tiles 12m² 2910

884

180

738

872

180

3210

STUDY

BEDROOM 1 Carpet 15m²

14 CHARLSTON PLACE WESSELS ROAD, KENILWORTH PHONE :(021) 683-1501 FAX : (021) 674-3385

bic

PROJECT DETAILS

UNIT LAYOUTS ON ERF 46954 ROUWKOOP ROAD,RONDEBOSCH DRAWING DESCRIPTION

BUILDING 11 - UNIT 1105 GROUND FLOOR PLAN 2085

DESIGN BY

GORDON HART DRAWN BY

DRAWING SCALE

1:100 REVISION NO.

Tarryn DATE

07.07.2011 ARCHITECT'S SIGNATURE

FLOOR PLAN - UNIT 1105 SCALE 1:100

COMP. FILE

ROUWKOOP ROAD CLIENT'S SIGNATURE

JGA HART B ARCH (CT) PR ARCH REG NO. 5829 DRAWING N0.

07:01:UNIT 1105

90 610

2166

rwp

2262

PATIO Tiles

2000 1390

Tiles 31m²

UNIT 1201 98m²

BATH 2 Tiles 5m²

2050

180

bic

LIVING & DINING AREA

HWC

BATH 1 Tiles 4m²

bic

180

1710

180

1700

Carpet 14m²

KITCHEN Tiles 12m² 830

BEDROOM 1 2910

884

180

738

872

180

3210

STUDY

Carpet 15m²

bic

14 CHARLSTON PLACE WESSELS ROAD, KENILWORTH PHONE :(021) 683-1501 FAX : (021) 674-3385 PROJECT DETAILS

UNIT LAYOUTS ON ERF 46954 ROUWKOOP ROAD,RONDEBOSCH DRAWING DESCRIPTION

BUILDING 12 - UNIT 1201 GROUND FLOOR PLAN DESIGN BY

2085

2252

GORDON HART DRAWN BY

DRAWING SCALE

1:100 REVISION NO.

Tarryn DATE

07.07.2011 ARCHITECT'S SIGNATURE

FLOOR PLAN - UNIT 1201 SCALE 1:100

COMP. FILE

ROUWKOOP ROAD CLIENT'S SIGNATURE

JGA HART B ARCH (CT) PR ARCH REG NO. 5829 DRAWING N0.

07:01:UNIT 1201

90 610 2262

2166

BALCONY

2000

Tiles

1390

Tiles 31m²

UNIT 1205

BATH 2

98m²

Tiles 5m²

2050

180

bic

LIVING & DINING AREA

HWC

BATH 1 Tiles 4m²

bic

180

1710

180

1700

Carpet 14m²

KITCHEN Tiles 12m²

BEDROOM 1 Carpet 15m²

830

2910

884

180

738

872

180

3210

STUDY

bic

14 CHARLSTON PLACE WESSELS ROAD, KENILWORTH PHONE :(021) 683-1501 FAX : (021) 674-3385 PROJECT DETAILS

UNIT LAYOUTS ON ERF 46954 ROUWKOOP ROAD,RONDEBOSCH DRAWING DESCRIPTION

BUILDING 10 - UNIT 1205 GROUND FLOOR PLAN

2085

2252

DESIGN BY

GORDON HART DRAWN BY

DRAWING SCALE

1:100 REVISION NO.

Tarryn DATE

07.07.2011 ARCHITECT'S SIGNATURE

FLOOR PLAN - UNIT 1205 SCALE 1:100

COMP. FILE

ROUWKOOP ROAD CLIENT'S SIGNATURE

JGA HART B ARCH (CT) PR ARCH REG NO. 5829 DRAWING N0.

07:01:UNIT 1205

4427 90 90 1188 610

2450

PATIO Tiles

3210

Carpet 14m²

98m sq 2050

BATH 2 Tiles 5m²

BATH 1

180

bic

KITCHEN FR

BEDROOM 1

bic

Carpet 15m²

2910

Tiles 12m² 600

8 9 10 11 12 13

Tiles 4m²

1710

180

HWC

90 738 872

180

bic

1700

UNIT 505

2000

Tiles 31m²

STUDY

1390

LIVING & DINING AREA

14 CHARLSTON PLACE WESSELS ROAD, KENILWORTH PHONE :(021) 683-1501 FAX : (021) 674-3385 PROJECT DETAILS

UNIT LAYOUTS ON ERF 46954 ROUWKOOP ROAD,RONDEBOSCH DRAWING DESCRIPTION

BUILDING 5 - UNIT 505 FLOOR PLAN DESIGN BY

90 975

GORDON HART

2085

DRAWN BY

DRAWING SCALE

1:100 REVISION NO.

Tarryn DATE

07.07.2011 ARCHITECT'S SIGNATURE

FLOOR PLAN - UNIT 505 SCALE 1:100

COMP. FILE

ROUWKOOP ROAD CLIENT'S SIGNATURE

JGA HART B ARCH (CT) PR ARCH REG NO. 5829 DRAWING N0.

07:01:UNIT 505

10070

BALCONY

2250

Tiles 9m²

45m² bic HWC

KITCHEN, LIVING & DINING AREA

4428

2160

1800

BATH Tiles 4m²

UNIT 507 bic

230 4980

Tiles 13m²

2177

4428

SLEEPING AREA

90 1910

2178

90 3000

Tiles 27m²

10070

14 CHARLSTON PLACE WESSELS ROAD, KENILWORTH PHONE :(021) 683-1501 FAX : (021) 674-3385 PROJECT DETAILS

UNIT LAYOUTS ON ERF 46954 ROUWKOOP ROAD,RONDEBOSCH DRAWING DESCRIPTION

FLOOR PLAN - UNIT 507

BUILDING 5 - UNIT 507 GROUND FLOOR PLAN DESIGN BY

GORDON HART

SCALE 1:100

DRAWN BY

DRAWING SCALE

1:100 REVISION NO.

Tarryn DATE

07.07.2011 ARCHITECT'S SIGNATURE

COMP. FILE

ROUWKOOP ROAD CLIENT'S SIGNATURE

JGA HART B ARCH (CT) PR ARCH REG NO. 5829 DRAWING N0.

07:01:UNIT 507

3240 90 90 610

2450

rwp

4428

PATIO

2000

Tiles

3210

STUDY

1390

Carpet 14m²

180

2050

HWC

98m²

1710

180

1700

UNIT 701

BATH 1 Tiles 4m²

bic

KITCHEN Tiles 12m²

BEDROOM 1 Carpet 15m²

830

2910

3826

Tiles 31m²

BATH 2 Tiles 5m²

180

90 884 180 738 90 872 180

bic

LIVING & DINING AREA

bic

14 CHARLSTON PLACE WESSELS ROAD, KENILWORTH PHONE :(021) 683-1501 FAX : (021) 674-3385 PROJECT DETAILS

UNIT LAYOUTS ON ERF 46954 ROUWKOOP ROAD,RONDEBOSCH DRAWING DESCRIPTION

BUILDING 7- UNIT 701 FLOOR PLAN DESIGN BY

2085

2252

GORDON HART DRAWN BY

DRAWING SCALE

1:100 REVISION NO.

Tarryn DATE

07.07.2011 ARCHITECT'S SIGNATURE

FLOOR PLAN - UNIT 701 SCALE 1:100

COMP. FILE

ROUWKOOP ROAD CLIENT'S SIGNATURE

JGA HART B ARCH (CT) PR ARCH REG NO. 5829 DRAWING N0.

07:01:UNIT 701

2450 2085

90 610

2252

bic

Carpet 14m²

600

2910

BEDROOM 1

KITCHEN

Tiles 5m²

Tiles 4m²

UNIT 911

180

1700

HWC

BATH 2

2050

180

1710

bic

BATH 1

1390

98 M SQ bic

LIVING & DINING AREA 2000

3210

872

738

180

884

180

Tiles 12m²

STUDY Carpet 15m²

Tiles 31m²

14 CHARLSTON PLACE WESSELS ROAD, KENILWORTH PHONE :(021) 683-1501 FAX : (021) 674-3385 PROJECT DETAILS

UNIT LAYOUTS ON ERF 46954 ROUWKOOP ROAD,RONDEBOSCH

PATIO

DRAWING DESCRIPTION

Tiles

BUILDING 9 - UNIT 911 FLOOR PLAN DESIGN BY

90 90 610

2450

4428

GORDON HART DRAWN BY

ARCHITECT'S SIGNATURE

SCALE 1:100

1:100 REVISION NO.

Tarryn DATE

07.07.2011

FLOOR PLAN - UNIT 911

DRAWING SCALE

COMP. FILE

ROUWKOOP ROAD CLIENT'S SIGNATURE

JGA HART B ARCH (CT) PR ARCH REG NO. 5829 DRAWING N0.

07:01:UNIT 911

9285 230

200

4428

230

200

2050

2178

200

230

4428

BEDROOM 1

5000

3000

Carpet 18m²

1910

Tiles 4m²

KITCHEN, LIVING & DINING AREA

bic

Tiles 45m²

BATH 2

180

bic

1820

10070

10530

BATH 1

4980

Tiles 4m²

UNIT926

2980

2969

STUDY Carpet 18m²

Tiles 230

14 CHARLSTON PLACE WESSELS ROAD, KENILWORTH PHONE :(021) 683-1501 FAX : (021) 674-3385 230

1570

BALCONY

230

1800

230

98 M SQ

PROJECT DETAILS

UNIT LAYOUTS ON ERF 46954 ROUWKOOP ROAD,RONDEBOSCH DRAWING DESCRIPTION

BUILDING 9 - UNIT 926 GROUND FLOOR PLAN DESIGN BY

GORDON HART DRAWN BY

200

230 4428

200

200 2050

2178

3658

970

3658

600

FLOOR PLAN - UNIT 926 SCALE 1:100

1:100 REVISION NO.

Tarryn DATE

07.07.2011 600

DRAWING SCALE

ARCHITECT'S SIGNATURE

COMP. FILE

ROUWKOOP ROAD CLIENT'S SIGNATURE

JGA HART B ARCH (CT) PR ARCH REG NO. 5829 DRAWING N0.

07:01:UNIT 926

380 1940 380 1965 380 2060 425 1880 425 2060 380 1920 380 1965 380

4960

2386

4960

PORTICO tiles

7106

4670

250 380 1500 380

4670

2510

230 1580

380 1450

230

250 1200

380 1625 380

2730

7086

31449 EXISTING CWC

EXISTING CWC

BOUNDARY WALL PLAN SITE BOUNDARY LINE

N.G.L

GMS automated sliding gate by specialist

2880

370

GMS Palisade Fencing by specialists' on 600mm high plinth wall

GMS automated sliding gate by specialist

750 1150

1900

SITE BOUNDARY

SCALE 1:100

N.G.L

SOUTH ELEVATION NOTE: Concrete slab to engineers detail to be screeded to fall, suitably waterproofedand covered in stones. Storm water runoff to box gutter

2880

2407

2880 N.G.L

N.G.L

1900 750 1150

flashing

360

1830

SITE BOUNDARY LINE

SCALE 1:100

380X 380mm block piers with paisade panels as indicated.

CHARLSTON PLACE UNIT 14 WESSELS ROAD,KENILWORTH PHONE :(021) 683-1501 FAX :(021) 674-3385 PROJECT DETAILS

GMS Palisade Fencing by specialists' on 750mm high plinth wall

SEAWAYS BOUNDARY WALL DETAIL 15 BEACH ROAD, MOUILLE POINT ERF 1505 DRAWING DESCRIPTION

PLAN, SECTIONS & ELEVATIONS

N.G.L

DESIGN BY

GORDON HART

SIDE ELEVATION SCALE 1:100

DRAWN BY

700 x 230mm concrete footing

No portion of footing to encroach boundary

700 x 230mm concrete footing 850 X 230mm concrete footing

SECTION B-B SCALE 1:100

SECTION A-A SCALE 1:50

TK DATE

07.06.2010 ARCH. SIGN.

DRAWING SCALE

1:100 REVISION NO.

COMP. FILE

SEAWAYS CLIENT SIGN.

GORDON HART B ARCH (CT) PROF ARCH REG NO. 5829 DRAWING N0.

10:06:101 \\workstation2\shareddocs\files s\seaways\boundary wall detail.drw printed 13 June 2011 at 03:18:00 PM

NOTES IMPORTANT NOTES: 1. ALL DIMS. ON PLAN TO BE READ AS IS AND NOT SCALED OFF THE DRAWING. 2. ALL BUILDING WORK IS TO COMPLY WITH NATIONAL BUILDING REGULATIONS. 3. ALL DIMS ARE TO BE CHECKED ON SITE BEFORE ANY BUILDING WORK COMMENCES. 4. ANY DISCREPANCIES IN DIMS AND DETAILS ARE TO BE REPORTED TO THE ARCHITECT IMMEDIATLY.

Remainder of ERF 1234

IN OUT

wa y drive-

EXISTIN

buildin line of

G C WC

Y 31449 R A D N U SITE BO

king g par existin ays b

EXISTIN

ERF 1505

ROAD BEACH

g o ve r

over

OUT

uilding line of b

G C WC

Existing Building

IN g parkin g n i t is ex bays 13

OUT buildin line of

g o ve r

wa y drive-

OUT IN

8 9 10

bays rking a p g n existi 11

G C WC

2 1

EXISTIN

STANDARD NOTES:

49 RY 314 A D N U SITE BO G C WC EXISTIN

bays arking p g n i 4 exist 3

existing yard

AD BAY RO

55090 Y R A D OUN SITE B

existing yard

CHARLSTON PLACE UNIT 14 WESSELS ROAD,KENILWORTH PHONE :(021) 683-1501 FAX :(021) 674-3385 PROJECT DETAILS

SEAWAYS BOUNDARY WALL DETAIL 15 BEACH ROAD, MOUILLE POINT ERF 1505 DRAWING DESCRIPTION

SITE PLAN

Remainder of ERF 1230

SITE PLAN DESIGN BY

GORDON HART DRAWN BY

TK DATE

SCALE 1:200

07.06.2010 ARCH. SIGN.

DRAWING SCALE

1:100 REVISION NO.

COMP. FILE

SEAWAYS CLIENT SIGN.

GORDON HART B ARCH (CT) PROF ARCH REG NO. 5829 DRAWING N0.

10:06:100 \\workstation2\shareddocs\files s\seaways\boundary wall detail.drw printed 13 June 2011 at 03:18:59 PM

SCULLERY

KITCHEN

SCULLERY

KITCHEN

INT T

DRESS. ROOM

BATH

BED 3

DINING DINING

1885

3000

1000

1885 3000

1885

1000

1885

E/S

3000

BATH

DRESS. ROOM

ELECTRICAL LEGEND

BED 3 KEY

DESCRIPTION DOUBLE CRABTREE 15 AMP POWER POINT

3000 SINGLE POWER POINT-300 ABOVE FFL

DB 3 PHASE POWER POINT FOR OVEN/HOB 2

LOUNGE GARAGE

GARAGE LOUNGE

two way light switch to downlights High level @ staircase plug

BED 1

BED 2

INT

INTERCOM POINT

TELEPHONE POINT

TV POINT

ALARM SYSTEM POINT

WATER PROOF, EXTERIOR PLUG POINT

EXTERIOR WALL MOUNTED LIGHT FITTING CEILING MOUNTED LIGHT FITTING DOWNLIGHTER

HOUSE AREA = 186 sq m ERF AREA = 245 sq m

4150

High level plug High level plug

GARAGE

BED 3

BATH

1.7M CILL HEIGHT

two way light switch to downlights @ staircase

BED 2

KITCHEN

INT T

SCULLERY

INT T

KITCHEN E/S

two way light switch to downlights @ staircase

DINING

LOUNGE

3000

LOUNGE

DINING

DRESSING ROOM

DRESSING ROOM A

BED 1

two way light switch to downlights @ staircase

E/S

BED 2

LOUNGE

3000

NORTH

INT

DINING

DISTRIBUTION BOARD

BATH

BED 3

200-litre HOT WATER CYLINDER

HWC

BATH

BED 3

two way light switch to downlights @ staircase

TWO -WAY LIGHT SWITCH

GARAGE

GARAGE WC

High level plug

SCULLERY

KITCHEN

LIGHT SWITCH

HOUSE AREA = 186 sq m ERF AREA = 245 sq m

4553 6000

ERF 71212

ST JOSEPHS ROAD

4553

HOUSE AREA = 186 sq m ERF AREA = 245 sq m

5000

ERF 174097

HOUSE AREA = 186 sq m ERF AREA = 245 sq m

6500

BEDROOM 2

1500

BEDROOM 1 WP

1500

1615

1500

1615

1500

DOO RDR IFT R OAD

HOUSE AREA = 162 sq m ERF AREA = 252 sq m

6505

362

ERF 174095

ERF 174093

ERF 174094

ERF 174093

HOUSE AREA = 171 sq m ERF AREA = 268 sq m

HOUSE AREA = 171 sq m ERF AREA = 210 sq m

HOUSE AREA = 171 sq m ERF AREA = 268 sq m

5952

450

HOUSE AREA = 171 sq m ERF AREA = 210 sq m

8682

ERF 174094 0

HOUSE AREA = 162 sq m ERF AREA = 252 sq m

ERF 174095 6505

BED 1

362

ST JOSEPHS ROAD

ERF 174096

ERF 174097

4150

ERF 174096

14 CHARLSTON PLACE WESSELS ROAD, KENILWORTH PHONE :(021) 683-1501 FAX : (021) 674-3385 PROJECT DETAILS

ERF 71212 ST JOSEPHS ROAD

DOO RDR IFT R OAD

DRAWING DESCRIPTION

GROUND STOREY & FIRST STOREY ELECTRICAL LAYOUT DESIGN BY

GROUND STOREY & SITE PLAN

FIRST STOREY

GORDON HART DRAWN BY

YM/ TK DATE

DRAWING SCALE

1:100 REVISION NO.

COMP. FILE

01.11.2011 ARCHITECT'S SIGNATURE

ST JOSEPHS ROAD CLIENT'S SIGNATURE

JGA HART B ARCH (CT) PR ARCH REG NO. 5829 DRAWING N0.

08:20:106 \\workstation2\shareddocs\files s\st josephs road\electrical layouts\st josephs road- electrical layout 01.06.2011.drw printed 05 July 2011 at 09:57:54 AM

DOOR SCHEDULE

SCALE 1:100

PROPOSED NEW PDI CENTRE FOR THORP DELTA ERF 1201 WETTON

WINDOW SCHEDULE

GORDON HART

1:50

Tarryn 27 AUGUST 2009

THORP DELTA

09:12:105

WINDOWS SCHEDULE

SCALE 1:50

PROPOSED NEW PDI CENTRE FOR THORP DELTA ERF 1201 WETTON

WINDOW SCHEDULE

GORDON HART

1:50

Tarryn 27 AUGUST 2009

THORP DELTA

09:12:105

AREAS GMS Automated Sliding gate.

SITE BOUNDARY LINE

390X 390mm block piers with paisade panels as indicated. Piers on 600x600X600mm footings.

SITE BOUNDARY LINE

GMS hinged gates.

GMS Palisade Fencing to specialists' detail

NGL

700 X 250mm concrete footing

No portion of footing to encroach boundary

GMS Palisade Fencing to specialists' detail

GMS hinged gates.

GMS Automated Sliding gate.

BOUNDARY WALL ELEVATION SCALE 1:200

BLOEMHOF ROAD

SECTION E-E SCALE 1:50

BUILDING FOOTPRINT

2 822 m²

OFFICE "A"

46 m²

OFFICE "B"

46 m²

KITCHEN "A"

14 m²

KITCHEN "B"

14 m²

CANTEEN

32 m²

KITCHEN "C"

15 m²

MENS TOILETS LADIES TOILETS

23 m² 18 m²

STORE

77 m²

SPARES

600 m²

WORKSHOP WAREHOUSE

1296 m²

REFUSE YARD

23 m²

GUARD HOUSE

9 m²

OIL FILTER

6 m²

PLANT ROOM

6 m²

STANDARD NOTES: 1. ALL EXTERNAL WALLS TO BE OF CAVITY CONSTRUCTION. 2. STEPPED DPC TO BE BUILT IN AT FLOOR AND WALL JUNCTION MIN 150mm FROM NGL AND GROUND FLOOR LEVEL TO BE 230mm ABOVE B.O.F LEVEL AT SEWER CONNECTION UNLESS OTHERWISE STATED. 3. TOTAL AREA OF WINDOWS MUST NOT BE LESS THAN 10% OF THE FLOOR AREA FOR VENTILATION AND 5% FOR NATURAL LIGHT. 4. STORMWATER TO DISCHARGE TO STREET VIA CHANNELS AND NOT IN TO MUNICIPAL SEWER. 5. PRESTRESSED LINTELS TO BE BUILT IN OVER ALL OPENINGS UP TO 3m WITH MIN 4 COURSES BRICKWORK WITH BRICKFORCE EVERYCOURSE, LAID TO MANUFACTURERS SPECS. 6. FOOTINGS TO BE BUILT SO AS NOT TO ENCROACH ON BOUNDARY WHERE APPLICABLE. 7. ALL BALUSTRADES TO BE 1000mm HIGH WITH OPENING NOT WIDER THAN 100mm. 8. PARAPET WALLS NOT TO EXCEED 500mm IN HEIGHT.

694 m²

GENERAL NOTES: MAIN ROOF: (ROOF TO COMPLY WITH PART L OF SABS 0400.) Main structure, 3° pitch, SAFLOK 700 roof sheeting or similar on 100 x 50mm steel purlins @ 1400mm c/c on portal frame to Engineers specification LEAN-TO ROOF: (ROOF TO COMPLY WITH PART L OF SABS 0400.) IBR profile roof sheeting @ 3° on 76X50mm purlins @1050mm cc's max on 228x50mm rafters @1050mm c/c's max fixed at head by means of "TECO" brackets. Rafters tied down to wall at end with 1.2mm x 30mm galv. hoop iron straps built in 600mm into wall Timber grade 4. Timber that is to be built in to wall to be adequately protected with DPC wrapped around ends.

GMS hinged gates. New subsoil SW pipe

CWC

Landscaping to specialist detail

conservancy tank to manufacturers detail

SITE BOUNDARY 78710

200M TO

New subsoil SW pipe

RAINWATER GOODS: All gutters to be seamless aluminium, and 100mm & 150mm round uPVC downpipes. refer to plan

COVERAGE & BULK

STRANDFONTEIN ROAD

REFUSE YARD

PARKING

0m 11 pe C pi all f V P er u w : 60 m se 1 @

TO FALL

RE2

VISITORS PARKING

VC l l uP Ø 60 fa 34 m 1: m 0 @ 11

m 25 35

e pip er w s e a ll VC 0 f uP 1:6 Ø m m @ 0m 14 1 1

PREMIX TO FALL

12 m²

TOTAL COVERAGE %

external - smooth sponge finish and painted internal - bagged and painted All paint colour and type both internal and external to developers choice.

9 m²

GUARD HOUSE AREA

2 822 m² (54 %)

FLOORS: (FLOORS TO COMPLY WITH PART J OF SABS 0400.) Ground floor construction to be min. 150mm mass concrete on 250 micron DPM on min 150mm well compacted fill with 20mm cement screed.

BULK GROUND FLOOR AREA

2 801 m²

FLOOR FINISHES: Floor finishes to as indicated on plan. Tiles as indicated on plan to be to developers range.

12 m²

PLANT & OIL ROOM AREA GUARD HOUSE AREA

PARKING

5 203 m² 2 801 m²

PLANT & OIL ROOM AREA

drainage to have min radius of 600mm at bends DP

GROUND FLOOR AREA

ENTRANCE 2

PARKING

DRIVEWAY Ø

PREMIX

PARKING

SWC

subsoil uPVC pipe

TO FALL

PREMIX

subsoil uPVC pipe

ERF AREA G ENTRANCE GUARD RE1 1 HOUSE GMS Automated Sliding gate.

COVERAGE:

9 m²

FIRST FLOOR AREA

174 m²

TOTAL BULK %

2919 m² (56%)

Interceptor MH to specialist detail

EXTERNAL STEPS: Tread: 250mm / Riser: 200mm.

PARKING: INDUSTRIAL: 1.5 m² / 100 m²

DRAINAGE: (DRAINAGE TO COMPLY WITH PART P OF SABS 0400.) Drainage that falls within driveway or under buildings or where drainage run has less than 300mm cover to be adequately protected. Where drainage run falls under driveway,heavy duty rodding eyes and man holes to be used. Drainage fixtures to be anti-syphoned or deep seal traps where applicable. For levels and connection points see plan.

OFFICE: 4.25 m² / 100 m²

TOTAL PARKING REQUIREMENT

44 BAYS

PARKING PROVIDED

61 BAYS

DRAINLINE PROTECTION 102 Ø Pentapipe protected under driveway and buildings in accordance with part PP24 of SABS 0400to be encased in concrete. Provide heavy duty covers to manholes/ rodding eyes in driveways.Drainage to min of 600mm radius at bends.

WINDOWS AND DOORS: (WINDOWS TO COMPLY WITH PART N OF SABS O400) epoxy coated aluminium windows & doors as per Messrs Wispeco or equal. Glazing to comply with part N of NBR. Colour as per architect. All windows and doors openings to have precast prestressed lintols over. Two air vents to be allocated per external office

PREMIX TO FALL

SWC

OIL FILTER

ERF 1202

SWC

PLANT ROOM

SITE BOUNDARY 78710

SITE BOUNDARY 66100

ERF 1201

DRIVEWAY

ERF 1200

PARKING

LANDSCAPING& EXTERNAL WORKS: Landscaping to specialist detail and boundary wall to be 2100mm in height with palisading with GMS hinged and automated gates as per plan.

REVISIONS REV.

DATE

DOOR SCHEDULE Ref No. D1

Description Glazed Aluminium double doors, with Aluminium frame as per "Wispeco" or equal Standard internal Hollowcore door

Sizes

QTY

1677 x 2100

813 x 2100

Hardwood 1/2 hour fire door

900 x 2100

Internal Hollowcore door

762 x 2100

GMS Roller shutter door.

4500 x 5000

Double hardwood 1/2 hour fire door.

1575 x 2100

Glazed Aluminium door

813 x 2100

Hardwood doors with 150mm GMS kicking plate & self closing devices

1575 x 2100

PROPOSED NEW PDI CENTRE FOR THORP DELTA ERF 1201 WETTON

SITE PLAN, ROOF PLAN & BOUNDARY WALL GORDON HART

WINDOW SCHEDULE

SITE & ROOF PLAN SCALE 1:200

DESCRIPTION

Ref No. Description

1:50 & 1:200

Tarryn

Sizes

QTY

Aluminium Double Top-hung open-out

1500 x 1500

Aluminium sliding window

1200 X 1200

Aluminium top-hung

600 x 600

Aluminium top-hung

600 X 1200

24.02.2010

THORP DELTA

09:12:100

NOTES: STAIR DETAILS: Stairs to comply with part M of SABS 0400. to MH

100mm Ø 5M HIGH ROLLER DP SHUTTER DOORS RC beam over to Engineers detail

150mm Ø DP

Interceptor MH to specialist detail 5M HIGH ROLLER SHUTTER DOOR RC beam over to Engineers detail D5

5M HIGH ROLLER SHUTTER DOOR RC beam over to Engineers detail

LOADING BAY

OFFICE "A1"

OFFICE "B1" tiles

tiles

LOADING BAY

36 sqm

OFFICE "A 2 "

KITCHEN "A" KITCHEN "B" tiles

tiles

14 sqm

FFL 10 000

tiles

FFL 10 000

The wall area behind all sinks & wash basins must be tiled to a height of at least 300mm at least 3 Tile splash back to all base units.

grease trap

W2 kg FEdry4.5 powder

ABLUTION AND TOILET FACILITIES: A constant supply of hot and cold water must be laid on to all sinks,wash basins & showers.

FFL 10 000

service duct

FFL 10 000

washbay

D2 4.5 kg FE dry powder

OFFICE "B 2 "

LIGHT & VENTILATION: Windows and doors to comply with part N&O of SABS 0400. Supply minimum 10% light area of which 5% must be openable to each habitable room. All aluminium windows and doors to be ex wispeco. Glazing in excess of 1.0m2 or within 500mm of floor must be safety glass and all other instances as per part N of SABS 0400

tiles

10 sqm

FFL 10 000

FFL 10 000 D3

D3 whb

MENS

tiles

5 sqm D2

D4 wc

sqm D2

W2 14 13 12 11 10 9 8

1 2 3 4 5 6 7

75mm X 75mm POST

Balustrade min 1000mm

tiles

whb

MECHANICAL VENTILATION: Internal bathrooms to have light switch operated fan. Fan to exhaust to atmosphere at min rate 50 L/s. Bathroom door to be undercut by 25mm

14 Risers @ max of 200mm 13 Treads @ min of 250mm

LADIES

tiles

5 sqm

tiles 5

wc D4

LADIES whb

whb

5 sqm

PLUMBING: Water pipes below ground in polycop, water pies above the ground in copper and concealed where possible

steel stair to specialist detail

service duct

Mechanical Ventilation to notes

SEWER VENT PIPES: Vent pipes to be vented to open air FIRE PROTECTION: All signage to comply with TT29 & TT32 of NBR. All ceilings to comply wiyh TT13 of NBR. All floor finishes to comply with TT14 of NBR All wall finishes to comply with TT of NBR Portable fire extinguishes to comply with TT15 of NBR.

Steel columns to Engineers detail

RC stiffeners to Engineers detail

SPARES DISTRIBUTION

WORKSHOP

FFL 10 000

150mm THICK POWER FLOATED CONCRETE FLOOR SLAB TO ENGINEERS DETAIL

1269 sqm

694 sqm

FFL 10 000

600 SQ M

4.5 kg dry powder

Stacking heights in units not to exceed 3.0m Provide access over ride to remote controlled main entrance gates.

WAREHOUSE

150mm THICK POWER FLOATED CONCRETE FLOOR SLAB TO ENGINEERS DETAIL

FE FE

Provide 9kg & 4.5kg DCP type fire extinguishers in positions as per plan Provide 30m fire hose reels in positions as per plans Further requirements may be called once occupancies are known PLUG POINTS: Plugs in General areas to be at 300mm above finish floor. Plugs in tea-kitchen to be at 300mm above work top

4.5 kg dry powder

FHR

FHR FHR

Handrail at 900m above pitch line & balustrade at 1000mm high Steel stairs to Engineers detail ENGINEERS DETAILS: Reinforced concrete stiffeners, Columns, slabs and bases to Engineers detail. Steel Portal Frame, bases, steel RSJ beams and steel stairs to Engineers detail

LOADING BAY

150mm Ø DP

100mm Ø DP

150mm Ø DP

Risers max of 200mm Treads min of 250mm

LIGHT SWITCHES: All light switches at 1100mm above floor

All movement & expansion joints to Engineers detail RC stiffeners to Engineers detail

B Service hatch

RC stiffeners to Engineers detail RC stiffeners to Engineers detail

6x HOISTS & 7x SERVICE BAYS

hoist

water, oil & air dispenser

WORKBAY

WORKBAY 150mm Ø DP

150mm Ø DP

WORKBAY

WORKBAY F

150mm Ø DP

OIL FILTER Screed

PLANT ROOM Screed

4 sqm

150mm Ø DP Oil Filter & Plant Room to separate detail

PROPOSED NEW PDI CENTRE FOR THORP DELTA ERF 1201 WETTON

GROUND FLOOR PLAN

GORDON HART

1:50 & 1:200

Tarryn 25.02.2010

THORP DELTA

GROUND FLOOR PLAN SCALE 1:100

09:12:101

NOTES: FLOOR CONSTRUCTION: Floors to comply with part J of SABS 0400. 150mm thick concrete floor slab to Enigineers specifications on 250 micron SABS approved damp proof underlay (DPM) on min 150mm well compacted fill. REF 193 mesh to be placed in slab

CLADDING: SAFLOK 760 wide dek or similar cladding on purlins @ 2100 c/c spacing on brackets to Engineers specifications

Light weight steel canopy timber infill panels to later detail, over Thorp Delta main building entrance W1

W1 D4

sh wc

CANTEEN

tiles

CEILING OVER OFFICE

32 sqm

MENS

N.G.L

tiles

1 SITE BOUNDARY LINE

77 sqm

box gutter & flashing to Engineers detail

ridge cap

1st .FL 12 750

FFL 700 x 250 concrete footing

700 x 250 concrete footing

tiles

All steel & concrete bases to steel coloumns to Engineers specifications

700 x 250 concrete footing

FLOOR: 150mm thick concrete floor slab to Engineers specifications on 250 micron DPM on min 150mm well compacted fill. REF 193 mesh to be placed in slab

SECTION A-A

KITCHEN "C"

WALL CLADDING:: SAFLOK 760 wide dek or similar cladding on purlins @ 2100 c/c spacing on brackets to Engineers specifications

dpc

700 x 250 strip concrete footing not to encroach on boundary

Balustrade min 1000mm s D2 sh

whb

LADIES tiles

8 sqm

14 Risers @ max of 200mm 13 Treads @ min of 250mm

3 APEX HEIGHT: 7965mm

1 APEX HEIGHT: 8165mm

APEX HEIGHT: 8175mm

Balustrade min 1000mm plaster band

steel stair to specialist detail

plaster for paint

N plaster for paint

SITE BOUNDARY LINE

N.G.L FFL DP

FIRST FLOOR PLAN

NORTH ELEVATION

SCALE 1:100

SCALE 1:200

RAINWATER GOODS: Box gutters to Engineers detail. 75mm uPVC downpipes and gutters to discharge to SWC to municipal stormwater system. CEILINGS: Masonite exposed- T ceilings fixed by specialists

SCALE 1:200

15 sqm

ABLUTION AND TOILET FACILITIES: A constant supply of hot and cold water must be laid on to all sinks,wash basins & showers. the wall area behind all sinks & wash basins must be tiled to a height of at least 300mm ROOF CONSTRUCTION: Main structure, 3째 pitch, SAFLOK 700 roof sheeting or similar on 100 x 50mm steel purlins @ 1400mm c/c on portal frame to Engineers specification Office roof: IBR roof sheeting on 76 x 50mm SA pine purlins on 152 x 50mm rafters

1000mm high balustrade

R.C. Slab to Engineers specification

4 ridge cap

ridge cap

17 sqm whb

screed

ROOF: 3째 pitch, SAFLOK 700 roof sheeting or similar on 100 x 50mm steel purlins @ 1400mm c/c on portal frame to Engineers specification

WALLS: Walls to comply with part K of SABS 0400 external walls of 230mm hollow block cavity walls with 10 wire ties per sq.m stepped dpc to be built at wall & floor juctions with weepholes 800mm centers 190mm hollow block internal walls to be founded on 700 x 250 thickening to floor slab. All steel & concrete bases to steel coloumns to Engineers specifications All walls to be plasted and painted. FOUNDATIONS: Foundations to comply with part H of SABS 0400. Load bearing walls to have 700x 250mm strip concrete foundations LINTOLS: Prestressed concrete lintols above all window and door openings laid to Manufactures specifications. RC concrete beam over roller shutter door openings per Engineers details LIGHT & VENTILATION: Windows and doors to comply with part N&O of SABS 0400. Supply minimum 10% light area of which 5% must be openable to each habitable room. All aluminium windows and doors to be ex wispeco. Glazing in excess of 1.0m2 or within 500mm of floor must be safety glass and all other instances as per part N of SABS 0400 PLUMBING: Water pipes below ground in polycop, water pies above the ground in copper and concealed where possible PLUG POINTS: Plugs in General areas to be at 300mm above finish floor. Plugs in tea-kitchen to be at 300mm above work top LIGHT SWITCHES: All light switches at 1100mm above floor SEWER VENT PIPES: Vent pipes to be vented to open air

Girder truss to Engineers detail

ROOF: 3째 pitch, IBR roof seeting on 76 x 50mm AS Pine purlins on 152x 50mm rafters with 400mm height parapet wall

Steel stair by specialists to later detail CLADDING: SAFLOK 760 wide dek or similar cladding on purlins @ 2100 c/c spacing on brackets to Engineers specifications

precast R.C. slab to Engineers specification

dpc

N.G.L

1st .FL 12 750

Service Hatch

precast R.C. slab to Engineers specification

FFL

Gr.FL. 10 000

dpc

FFL

dpc

SITE BOUNDARY LINE

ROOF: 3째 pitch, SAFLOK 700 roof sheeting or similar on 100 x 50mm steel purlins @ 1400mm c/c on portal frame to Enigineers specification

DPC @ min 150mm above paving

700 x 250 concrete footing

ENGINEERS DETAILS: Reinforced concrete stiffeners, Columns, slabs and bases to Engineers detail. Steel Portal Frame, bases, steel RSJ beams and steel stairs to Engineers detail

plaster for paint

N.G.L FFL DP

SECTION B-B

700 x 250 concrete footing

SCALE 1:200

LEVELS: Building floor levels to be a min of 230mm above BOF at sewer connection. DPC to walls at min 150mm above finished ground or paving levels.

SOUTH ELEVATION

DPC @ min 150mm above paving

FLOOR: 150mm thick concrete floor slab to Engineers specifications on 250 micron DPM on min 150mm well compacted fill. REF 193 mesh to be placed in slab

Risers max of 200mm Treads min of 250mm Handrail at 900m above pitch line & balustrade at 1000mm high Steel stairs to Engineers detail

700 x 250 strip concrete footing

STAIR DETAILS: Stairs to comply with part M of SABS 0400.

A PROPOSED NEW PDI CENTRE FOR THORP DELTA ERF 1201 WETTON

FIRST FLOOR PLAN, SECTIONS & ELEVATIONS

plaster for paint

N.G.L FFL

GORDON HART

N.G.L FFL

1:50 & 1:200

Tarryn DP

25.02.2010

EAST ELEVATION

WEST ELEVATION

SCALE 1:200

THORP DELTA

09:12:102

BLOEMHOF ROAD

4M RADIUS

New subsoil SW pipe

4M RADIUS

ROAD RESERVE

CWC

LANDSCAPE

CWC conservancy tank to manufacturers detail

LANDSCAPE SITE BOUNDARY 78710

200M TO STRANDFONTEIN ROAD

LANDSCAPE

New subsoil SW pipe

0m 11pe i ll C V r p fa P e u w : 60 m se 1 @

LANDSCAPE

TO FALL

PARKING

DRIVEWAY

RE2

VISITORS PARKING DP

VC l l uP Ø 60 fa 34 m 1: m 0 @ 11

m 25 35

ip e r p wel e s al VC 0 f uP 1:6 Ø m m @ 0m 14 11

PREMIX TO FALL Ø

PREMIX

GMS hinged gates.

PARKING

LANDSCAPE

ENTRANCE 2

SWC

TO FALL

PARKING

PREMIX

G ENTRANCE GUARD RE1 1 HOUSE GMS Automated Sliding gate.

subsoil uPVC pipe

PARKING

subsoil uPVC pipe

REFUSE YARD

LANDSCAPE

Interceptor MH to specialist detail 45

ERF 1201 PARKING

PREMIX TO FALL

ERF 1200

DRIVEWAY

ERF 1202

SWC

OIL FILTER

SWC

PLANT ROOM

SITE BOUNDARY 66100

REVISIONS REV.

DATE

DESCRIPTION

SITE BOUNDARY 78710

PROPOSED NEW PDI CENTRE FOR THORP DELTA ERF 1201 WETTON

LANDSCAPE BRIEF

SCALE 1:200

GORDON HART

1:200

Tarryn 06.11. 2009

THORP DELTA

09:12:105

NOTES: GENERAL : THIS IS A CADDIE DRAWING. ALL DIMENSIONS AND LEVELS TO BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTORS PRIOR TO COMMENCING ANY WORK. 400 X 200 WEATHER LOURVE FRESH AIR FAN & FILTER 150L/s

FIGURED DIMENSIONS ARE TO TAKE PRECEDENCE OVER SCALING. ALL DISCREPANCIES ON DRAWINGS OR INTENDED DEVIATIONS FROM DRAWINGS ARE TO BE CLEARED WITH ARCHITECTS BEFORE PUTTING ANY WORK IN HAND. ALL STRUCTURAL WORK TO BE REFERRED TO ENGINEERS DRAWINGS AND SPECIFICATIONS.

20 L/s ROOF MOUNTED EXTRACT FAN 100 L/s CONNECT TO LIGHT SWITCH

20 L/s 20 L/s

CEILING OVER OFFICE

40 L/s

200 X 150

4 off 75 L/s 100DVK extract valves 2

75 L/s

200 X 200

off GRILLE c/w OBD EACH 75L/s

MENS 17 sqm

200Ø

77 sqm

CANTEEN

ALL WORK TO BE CARRIED OUT IN STRICT ACCORDANCE WITH REGULATIONS AS LAID DOWN IN THE NATIONAL BUILDING REGULATIONS TO BONDHOLDERS MINIMUM STANDARD.ALL MATERIALS AND FINISHES TO BE THE BEST OF THEIR RESPECTIVE KIND.

MECHANICAL VENTILATION NOTES:

32 sqm

250 x 250 DOOR GRILLE AT LOW LEVEL

ROOF MOUNTED EXTRACT FAN 150 L/s

KITCHEN "C" 15 sqm

1. INTERNAL BATHROOM TO HAVE FAN. FAN TO EXHAUST TO ATMOSPHERE AT MIN RATE 50L/s AND OPERATE ON LIGHT SWITCH. 2. BATHROOM DOOR TO BE UNDERCUT BY 25mm. 3. FANS TO BE 'S&P' MODEL EB-250

FFL 12 750

undercut door 20mm

ROOF MOUNTED EXTRACT FAN 160 L/s CONNECT TO LIGHT SWITCH

REVISIONS REV #. DATE 20 L/s

DESCRIPTION

ADDITIONAL VENTILATION ADDED

LADIES 8 sqm 20 L/s

150Ø 225Ø from below 250Ø to above

04.04.2011

TIM COWGILL MECHANICAL ENGINEER PR. ENG. No. 703762

2 off 100DVK extract valves

Tel: 021 715 0667 / 083 277 2667 tcowgill@gmail.com

PROJECT DETAILS

MECHANICAL VENTILATION TO EXISTING PREMISES, PDI CENTRE FOR THORP DELTA ERF 1201 WETTON DRAWING DESCRIPTION

MECHANICAL VENTILATION DRAWINGS DESIGN BY

T.C. DRAWN BY

MECANICAL VENTILATION FIRST FLOOR PLAN

T.K

DRAWING SCALE

1:100 @ A3 REVISION NO.

DATE

COMP. FILE

04.02.2011

THORP - WETTON

ENGINEERS SIGNATURE:

DRAWING N0.

SCALE 1:100

10:08:106

NOTES: GENERAL : THIS IS A CADDIE DRAWING. ALL DIMENSIONS AND LEVELS TO BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTORS PRIOR TO COMMENCING ANY WORK.

200X150 WEATHER LOURVE

5M HIGH ROLLER SHUTTER DOORS

5M HIGH ROLLER SHUTTER DOOR

5M HIGH ROLLER SHUTTER DOOR FRESH AIR FAN & FILTER 65L/s

200 X 150

FRESH AIR FAN & FILTER 65L/s

OFFICE "A1"

OFFICE "B1"

36 sqm

FFL 10 250

ALL STRUCTURAL WORK TO BE REFERRED TO ENGINEERS DRAWINGS AND SPECIFICATIONS.

washbay

FFL 10 250

200 X 150

DOOR GRILLE 150x150

OFFICE "A 2 "

FIGURED DIMENSIONS ARE TO TAKE PRECEDENCE OVER SCALING. ALL DISCREPANCIES ON DRAWINGS OR INTENDED DEVIATIONS FROM DRAWINGS ARE TO BE CLEARED WITH ARCHITECTS BEFORE PUTTING ANY WORK IN HAND.

KITCHEN "A" KITCHEN "B" 14 sqm

14 sqm 150x150 GRILLE c/w OBD 50L/s

10 sqm

120x120 GRILLE c/w OBD 15L/s

DOOR GRILLE 200x150 20 L/s

5 sqm

undercut door 20mm 3 off 100DVK extract valves

10 sqm 120x120 GRILLE c/w OBD 15L/s

DOOR GRILLE 200x150

MENS 20 L/s 20 L/s

LADIES 5 sqm 200Ø

MECHANICAL VENTILATION NOTES:

OFFICE "B 2 "

3 off 100DVK

20 L/s

1. INTERNAL BATHROOM TO HAVE FAN. FAN TO EXHAUST TO ATMOSPHERE AT MIN RATE 50L/s AND OPERATE ON LIGHT SWITCH. 2. BATHROOM DOOR TO BE UNDERCUT BY 25mm.

MENS extract valves 20 5 sqm L/s 20 L/s

LADIES 5 sqm 200Ø

undercut door 20mm

225Ø to above

C ROOF MOUNTED EXTRACT FAN 1800 L/s

ROOF MOUNTED EXTRACT FAN 1800 L/s

SPARES DISTRIBUTION

WAREHOUSE

WORKSHOP

600 SQ M

1269 sqm

FFL 10 250

ROOF MOUNTED EXTRACT FAN 1800 L/s

ROOF MOUNTED EXTRACT FAN 1445 L/s

694 sqm

FFL 10 250

ROOF MOUNTED EXTRACT FAN 1800 L/s

ROOF MOUNTED EXTRACT FAN 1445 L/s

REVISIONS REV #. DATE

04.04.2011

DESCRIPTION

ADDITIONAL VENTILATION ADDED

TIM COWGILL MECHANICAL ENGINEER PR. ENG. No. 703762 Tel: 021 715 0667 / 083 277 2667 tcowgill@gmail.com

PROJECT DETAILS

MECHANICAL VENTILATION TO EXISTING PREMISES, PDI CENTRE FOR THORP DELTA ERF 1201 WETTON

DRAWING DESCRIPTION

150mm Ø DP

MECHANICAL VENTILATION DRAWINGS 3 off 500x500 WEATHER LOURVES AT LOW LEVEL

2 off 500x500 WEATHER LOURVES AT LOW LEVEL

3 off 500x500 WEATHER LOURVES AT LOW LEVEL

OIL FILTER 4 sqm

DESIGN BY

PLANT ROOM

T.C.

4 sqm

DRAWN BY

DRAWING SCALE

1:100 @ A3 REVISION NO.

T.K DATE

COMP. FILE

04.02.2011

THORP - WETTON

ENGINEERS SIGNATURE:

2 MECHANICAL VENTILATION -GROUND FLOOR PLAN SCALE 1:100

DRAWING N0.

10:08:105A

NOTES Existing shopfront & bulkhead removed & new full height shopfront built in 400

9458

Demolish wall and replace with new full height shopfronts built in

400 900 0

MAIN ROAD

SITE BOUNDARY 13 207 400

891 3

SIT

6660

504 0 388 1

E B OUN

DAR

400 603 3 408

Y 34 020

To municipal connection

ex. yard

Existing Retail Premises Screed 421 sqm

SLIDING DOOR

ex. store

ERF 10770

Adjoining Premises

SITE BOUNDARY 30 785

NEW 3m CARRIAGE WAY CROSSING

WINDOWS AND DOORS: (WINDOWS TO COMPLY WITH PART N OF SABS O400) epoxy coated aluminium windows & doors by specialist Glazing to comply with part N of NBR. Colour to match existing. All glazing closer than 300mm to floor level or greater than 1sqm to be in laminated safety glass in accordance with N.B.R

ex. WC's

SITE BOUNDARY 37 512

400

6310

400

Existing shopfront & bulkhead removed & new full height shopfront built in

DE WAAL ROAD

STANDARD NOTES: 1. ALL EXTERNAL WALLS TO BE OF CAVITY CONSTRUCTION. 2. STEPPED DPC TO BE BUILT IN AT FLOOR AND WALL JUNCTION MIN 150mm FROM NGL AND GROUND FLOOR LEVEL TO BE 230mm ABOVE B.O.F LEVEL AT SEWER CONNECTION UNLESS OTHERWISE STATED. 3. TOTAL AREA OF WINDOWS MUST NOT BE LESS THAN 10% OF THE FLOOR AREA FOR VENTILATION AND 5% FOR NATURAL LIGHT. 4. STORMWATER TO DISCHARGE TO STREET VIA CHANNELS AND NOT IN TO MUNICIPAL SEWER. 5. PRESTRESSED LINTELS TO BE BUILT IN OVER ALL OPENINGS UP TO 3m WITH MIN 4 COURSES BRICKWORK WITH BRICKFORCE EVERYCOURSE, LAID TO MANUFACTURERS SPECS. 6. FOOTINGS TO BE BUILT SO AS NOT TO ENCROACH ON BOUNDARY WHERE APPLICABLE. 7. ALL BALUSTRADES TO BE 1000mm HIGH WITH OPENING NOT WIDER THAN 100mm. 8. PARAPET WALLS NOT TO EXCEED 500mm IN HEIGHT.

400

ERF 12357

CHARLSTON PLACE 14 WESSELS ROAD KENILWORTH TEL : 683-1501 FAX : 674-3385 PROJECT DETAILS

SITE BOUNDARY 47 228

BEACH ROAD

ALTERATIONS TO EXISTING PREMISES AT ERF 10770 FISH HOEK FOR BELAROSA PROPERTIES (PTY) LTD DRAWING DESCRIPTION

SITE& GROUND FLOOR PLAN DESIGN BY

GORDON HART DRAWN BY

Tarryn DATE

SITE & GROUND FLOOR PLAN

21.06.2010 ARCH. SIGN.

DRAWING SCALE

1:100 @ A1 REVISION NO. COMP. FILE

THORP DELTA- F.H CLIENT SIGN.

SCALE 1:100 GORD0N HART B ARCH (CT) PROF ARCH REG NO. 5829 DRAWING N0.

10:08:100 \\workstation2\shareddocs\files t\thorp delta- fish hoek 2\existing building 10.06.2010.drw

NOTES:

N New Sliding Door for Pedestrian Entrance 400

7541

1917

400 900 0 400

SITE BOUNDARY 15 740

FIGURED DIMENSIONS ARE TO TAKE PRECEDENCE OVER SCALING. ALL DISCREPANCIES ON DRAWINGS OR INTENDED DEVIATIONS FROM DRAWINGS ARE TO BE CLEARED WITH ARCHITECTS BEFORE PUTTING ANY WORK IN HAND.

MAIN ROAD 352 3

400

539 0 400

504 0

Sliding Door

388 1

400

6660

603 3

Slidin g Do or

SITE

BOU N

To municipal connection

32 2 10

Screed

6310

200 x 200 D.D GRILLE 275 L/s

200 x 200 D.D GRILLE 240 L/s

250 x 150 D.D GRILLE 180 L/s

300 X 250 weather louvre

500 X 400

350 X 400

250 X 400

250 X 250

EXTRACT FAN 185 L/s

ex. store

EXTRACT GRILLE 350 x 250

SITE BOUNDARY 37 512

DE WAAL ROAD

Adjoining Premises

SITE BOUNDARY 30 785

150 x 150 D.D GRILLE 95 L/s

ERF 10770

250 X 250

185 L/s 200x 200

500 X 500

ex. 150 x 150 D.D yard GRILLE 90 L/s

400

1100 X 500 weather louvre

250 x 200 D.D GRILLE 300 L/s

EX. WINDOWS IN WC'S

ex. WC's

421 sqm

200x 200

400

Existing Retail Premises

EXTRACT FAN & FILTER 1180 L/s

ALL STRUCTURAL WORK TO BE REFERRED TO ENGINEERS DRAWINGS AND SPECIFICATIONS.

408

DAR Y

GENERAL : THIS IS A CADDIE DRAWING. ALL DIMENSIONS AND LEVELS TO BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTORS PRIOR TO COMMENCING ANY WORK.

ERF 12357

TIM COWGILL MECHANICAL ENGINEER PR. ENG. No. 703762 Tel: 021 715 0667 / 083 277 2667 tcowgill@eject.co.za

PROJECT DETAILS

MECHANICAL VENTILATION TO EXISTING PREMISES, AT ERF 10770 FISH HOEK FOR BELAROSA PROPERTIES (PTY) LTD DRAWING DESCRIPTION

MECHANICAL VENTILATION DRAWINGS DESIGN BY

T.C. SITE BOUNDARY 47 228

DRAWN BY

DRAWING SCALE

1:100 @ A1 REVISION NO.

T.K DATE

19.01.2011

BEACH ROAD

MECHANICAL VENTILATION PLAN SCALE 1:200

COMP. FILE

THORP -FISHOEK2

ENGINEERS SIGNATURE:

DRAWING N0.

10:08:102 d:\documents\files t\thorp delta- fish hoek 2\mechanical vent drawing 17.01.2011.drw printed 20 January 2011 at 10:00:38 AM

3540

2240 1300

Existing shopfront & bulkhead

EXISTING WEST ELEVATION (MAIN ROAD) SCALE 1:100

EXISTING PREMISES

Existing shopfront & bulkhead

Glazing to all windows and doors to be safety glass in compliance with Part N of NBR SABS 0400

2240 1300

3540

2240 1300

NOTE:

N.G.L

EXISTING NORTH ELEVATION (DE WAAL ROAD) SCALE 1:100

Existing shopfront & bulkhead removed & new full height shopfront built in. Shopfront full height to underside beam

3540

2690

850

Existing brickwork demolished & new shopfront built in. Shopfront full height to underside beam

N.G.L

5077

8913

9000

9458

PROPOSED WEST ELEVATION (MAIN ROAD) SCALE 1:100

CHARLSTON PLACE 14 WESSELS ROAD KENILWORTH TEL : 683-1501 FAX : 674-3385

EXISTING PREMISES

N.G.L

EXSISTING BULKHEAD MODIFIED TO SUIT NEW HEIGHT

4175

850 3540 N.G.L

2690

2240 1300

2690

EXISTING PREMISES SLIDING DOOR

2690

3540

850

Existing shopfront & bulkhead removed & new full height shopfront built in. Shopfront full height to underside beam

NEW SHOWROOM New shopfront

PROJECT DETAILS

ALTERATIONS TO EXISTING PREMISES AT ERF 10770 FISH HOEK FOR BELAROSA PROPERTIES (PTY) LTD DRAWING DESCRIPTION

SECTION & ELEVATIONS DESIGN BY

GORDON HART FFL

DRAWN BY

Tarryn 6660

6310

DATE

PROPOSED NORTH ELEVATION (DE WAAL ROAD)

SECTION A-A

SCALE 1:100

21.06.2010 ARCH. SIGN.

DRAWING SCALE

1:100 @ A1 REVISION NO. COMP. FILE

THORP DELTA- F.H CLIENT SIGN.

GORD0N HART B ARCH (CT) PROF ARCH REG NO. 5829 DRAWING N0.

10:08:101 \\workstation2\shareddocs\files t\thorp delta- fish hoek 2\existing building 10.06.2010.drw

NOTES: IBR roof sheeting on 38 x 38mm batterns on 150x 50 SA.Pine purlin rafters @ 1100 c/c built into block work & well wrapped in DPC

ROOF CONSTRUCTION: Guard House: Mono-pitch IBR roof sheets ex "SAFINTRA" on 150x 50 SA Pine purlin rafters at max 1100mm centers

150mm plaster band around 190mm parapet wall

RAINWATER GOODS: 75mm uPVC downpipes and gutters to discharge to SWC to municipal stormwater system.

GUARD HOUSE

plaster for paint

tiles 6 sqm

CEILINGS: Masonite exposed- T ceilings fixed by specialists

wc D4 FFL whb

dpc

FFL

FFL N.G.L

N.G.L

FFL N.G.L

600 x 200 internal footing

dpc min 150mm above N.G.L

100mm concrete floor 700 x 230 slab on 250micron dpm 150mm well compacted fill footing

TO MH

EAST ELEVATION GUARD HOUSE

700 x 230 footing

FLOOR PLAN

ROOF PLAN GUARD HOUSE

SECTION D-D GUARD HOUSE

SCALE 1:50

flashing & counter flashing

REFUSE YARD

LINTOLS: Prestressed concrete lintols above all window and door openings laid to Manufacturers specifications. RC concrete beam over roller shutter door openings per Engineers details

Premix to fall

LIGHT & VENTILATION: Windows and doors to comply with part N&O of SABS 0400. Supply minimum 10% light area of which 5% must be openable to each habitable room. All aluminium windows and doors to be ex Wispeco. Glazing in excess of 1.0m2 or within 500mm of floor must be safety glass and all other instances as per part N of SABS 0400

plaster for paint

23 sqm

FFL

plaster for paint

N.G.L D8

plaster for paint FFL N.G.L

FFL N.G.L

NORTH ELEVATION GUARD HOUSE

SOUTH ELEVATION GUARD HOUSE

WEST ELEVATION GUARD HOUSE

SCALE 1:50

TO GUARD HOUSE GULLEY

SS + V V

TELEPHONE DUCT: Supply 25mm Ø pipe with draw wire from main building to Guard House. Postion to be determied by owner

SITE BOUNDARY LINE

SCALE 1:50

STAIR DETAILS: Stairs to comply with part M of SABS 0400.

NGL

Doors to be hardwood with doorclosers & min. 150mm gms kicking plate as rodent proofing.

plaster for paint

RE / MANHOLE

N.G.L

GFL

RE 1

MH 1

10 000

9 550

9 750

INVERT LEVEL

9 550

9 283

8 867

8 633

450

717

1 133

1 367

DEPTH

FALL

SECTION E-E REFUSE YARD SCALE 1:50

C.I. manhole cover

Reinforced concrete slab

C.I. manhole cover

SITE BOUNDARY LINE

EAST ELEVATION REFUSE YARD

F.G.L. min.

SCALE 1:50

C.I. hinged strormwater trench cover

25 000

14 000

1:60

BLOEMHOF ROAD Waterproof cement plaster Slope

1. Capacity of tank & valve to conform to local authorities equirements

BLOEMHOF ROAD

8 000 LITRES Half-round channel

Slope

LEVELS: Building floor levels to be a min of 230mm above BOF at sewer connection. DPC to walls at min 150mm above finished ground or paving levels.

TYPICAL PLAN OF CONSERVANCY TANK SCALE 1:50

3. Valve not to be futher than 6meters from road for the suction hose

PROPOSED NEW PDI CENTRE FOR THORP DELTA ERF 1201 WETTON

GUARD HOUSE, REFUSE ROOM,DRAINAGE SECTION & SPECTIC TANK DETAIL GORDON HART

1:50 & 1:200

Tarryn

Valve chamber with hinged C.I cover

SCALE 1:50

2. Tank to be min. 8000 litre capacity

Draw-off valve

VOLUME - MIN.

TYPICAL SECTION THROUGH CONSERVANCY TANK

ENGINEERS DETAILS: Reinforced concrete stiffeners, Columns, slabs and bases to Engineers detail. Steel Portal Frame, bases, steel RSJ beams and steel stairs to Engineers detail

N.T.S (SCHEMATIC REPRESENTATION ONLY) FOR ANY DISTANCES, DEPTHS AND FALLS BEYOND ERF BOUNDARY REFER TO CONSULTING CIVIL ENGINEER'S DRAWING

Interseptic trap Liquid level

16 000

Handrail at 900m above pitch line & balustrade at 1000mm high Steel stairs to Engineers detail

TYPICAL DRAINAGE SECTION

SITE BOUNDARY LINE

Premix to match parking

RE 2

COVER LEVEL

DISTANCE

No portion of footing to encroach boundary

Risers max of 200mm Treads min of 250mm

Conservancy tank

150mm GMS kicker plates

N.G.L

DRAINLINE PROTECTION 102 Ø Pentapipe protected under driveway and buildings in accordance with part PP24 of SABS 0400 to be encased in concrete. Provide heavy duty covers to manholes/ rodding eyes in driveways.

LIGHT SWITCHES: All light switches at 1100mm above floor

FFL

REFUSE YARD

SEWER VENT PIPES: Vent pipes to be vented to open air

PLUG POINTS: Plugs in General areas to be at 300mm above finish floor. Plugs in tea-kitchen to be at 300mm above work top

Doors to be hardwood with doorclosers & min. 150mm gms kicking plate as rodent proofing.

FLOOR PLAN

PLUMBING: Water pipes below ground in polycop, water pies above the ground in copper and concealed where possible

25.02.2010

THORP DELTA

09:12:103

DOOR & WINDOW SCHEDULE

3 all yw Y2 dar R n u A bo ND ting exis OU B E SIT

ERF 47377

existing boundary wall

083

EXISTING OUTBUILDING

4565

B 500

16102

280

ERF 47378

280 2747

115

11465

230

2782 280

3962

280

2782

230

Run "A"

3962

115

280

3962

115

280

2541

4115

4725

7688

2878

230

8702

280

2433

115

4127

3600 x 2100

Standard internal Hollowcore door

813 x 2100

Glazed Aluminium double doors

1677 x 2100

Aluminium folding stack doors

1677 x 2100

Hardwood 1/2 hour fire door

900 x 2100

Standard Glazed Aluminium door

900 x 2100

2400 x 2400

Aluminium tip-up garage door.

Standard sliding door

900 x 2100

2 2

D10

Aluminium folding stack doors

2400 x 2100

WD1

Glazed Aluminium 1800x 2100 sliding doors with two 600x2100mm side light on either side

3000 x 2100

Glazed Aluminium 1800 x 2100mm sliding doors with 600x2100mm side lights on left side

2400 x 2100

pallisade fencing

Fixed pane with Aluminium frame

280

2782

280

3962

280

2782

280

7584

FGL 5 746

Fixed pane with Aluminium frame

900 X 1200

Aluminium top-hung windows

600 X 1800

Fixed pane with Aluminium frame Aluminium top-hung windows with fixed center pane build to counter height Aluminium top-hung windows with fixed pane on left build to counter height Aluminium top-hung windows with fixed pane on right

600 X 1800

2 2

2100 x 1200

1500 x 900

1500 x 600

115

STUDY

b.i.c

CARPET 19m²

void

CARPET 9m² 1000mm high balustrade wall

WD1

CARPET 6m²

14 13 12 11 10 9 8 7 6 5 4 3 2 1

renown roof tiles

b.i.c

BEDROOM 1 CARPET 19m²

W14

WD1 renown roof tiles

BALCONY

900 x 900

Aluminium top-hung windows with fixed pane Aluminium top-hung window with bottom 300 x300mm fixed pane

1500 x 1800

900 x 900

W12

Aluminium top-hung window with bottom 300 x600mm fixed pane

600 x 900

W13

1000 x 600

W14

Aluminium top-hung windows Aluminium top-hung 600x 600mm windows with fixed center pane

2400 x 600

W15

Fixed pane with Aluminium frame

450 x 1800

EXISTING GROUND FLOOR

153m²

NEW GARAGE

32m²

NEW COVERED PATIO

34m²

A 1800mm high solid wall

Opaque finish fixed pane with fanlight

W10

AREAS & COVERAGE TABLE

WD2 W15 W15

6588

Risers @ 200mm, Treads @ 250mm Balustrade min 1000mm

W13

2688

DRESSING ROOM

1000mm high glass balustrade D3

115

FCL 9 021

TILE 4m²

115

b.i.c

10491

Opaque finish fixed pane with Aluminium frame

W11

b.i.c

E/S

3228

TILE 9m²

CARPET 11m²

W12

E/S BEDROOM 4

renown roof tiles

W11

2628

b.i.c

TILE 5m²

280

3527

280

115

W10

BATH

115 1650 3650

4200

b.i.c

115

9053

115

BALCONY

TILE 33m²

renown roof tiles

TILE 2m²

1000mm high balustrade

NEW FIRST FLOOR

152m²

NEW BALCONIES

39m²

1000mm high balustrade 280

C new boundary wall

new boundary wall

5077

220

3670

115

2218

115

4127

11580

TOTAL NEW WORK

280

257m²

4522

8350

3230

4522

TOTAL FOOTPRINT/COVERAGE

222m²

TOTAL ERF SIZE

686m²

% COVERAGE

32%

28.05m

FIRST FLOOR PLAN

GMS automated silding gate

SCALE 1:100 2500

to connect to existing municipal connection

LENGTH OF NEW BOUNDARY WALL

IC 5

500 X 1200

280

4385

115

2963

2113

280

280 1600

1095

3962

2878

SITE BOUNDARY 22 350

new 5700mm cwc

REVISIONS REV.

DATE

DESCRIPTION

2700 new cwc

verge

FFL 9 021

entrance

+- 50m to

TULLEYALLEN ROAD

Weltevreden Avenue

IC 2

IC 3

SITE & GROUND FLOOR PLAN SCALE 1:100

2500

1983

6050

350

2150

6300

5700

350

1800

2150

STREET BOUNDARY WALL ELEVATION SCALE 1:100 2500

2500

2034

plaster & paint

677 831 1:60

6096 1:60

5 746

5 083 663

5 131 615

5 190 556

2 881 1:60

3 530 1:60

700 X 250mm concrete footing

RUN "A"

N.T.S (SCHEMATIC REPRESENTATION ONLY) ANY DISTANCES, DEPTHS AND FALLS ON & BEYOND ERF NEED TO BE CHECKED ON SITE

390x 390mm brick pier

WEST BOUNDARY WALL ELEVATION SCALE 1:100

NGL 5 746

312 1:60

5 746 5 195

5 746 5 746

551

5 746

1 443 1:60

RE / MANHOLE COVER LEVEL INVERT LEVEL DEPTH DISTANCE FALL

14 CHARLSTON PLACE WESSELS ROAD, KENILWORTH PHONE :(021) 683-1501 FAX : (021) 674-3385

190mm Blockwork

Boundary

PROPOSED RENOVATION ERF - 47377 TULLEY ALLEN ROAD RONDEBOSCH

DESIGN BY

GORDON HART DRAWN BY

YASEEN MOHAMED/ TK

Min 3% fall

DATE 6m dropped kerb at CWC

SCALE 1:50

PROJECT DETAILS

SITE, GROUND & FIRST FLOOR PLANS, BOUNDARY WALL & CWC DETAIL Centre line of road

No portion of footing to encroach boundary

* DRAINAGE FIXTURES TO BE ANTI-SYPHONED AND DEEP SEAL TRAPS WHERE APPLICABLE AND DETAILED BY CIVIL ENGINEER

DRAWING DESCRIPTION

SECTION C-C

FGL

FFL 5 946

TYPICAL DRAINAGE SECTION TO TULLEYALLEN ROAD

FGL 5350

RE 1

5 069

834 4183 1:60

plaster & paint

5 746 4 912

904

SITE BOUNDARY LINE

2500

1800

2500

IC 2 5 746

IC 3 5 746 4 842 Notes: Site Boundary- 22.350m Solid wall- 12.350m Permeable Fence & gates- 10m Permeability - 45%

RE 1

TO EXISTING SEWER CONNECTION

1800

3000

W11

CARPET 16m²

280 230

115

280

2412

BEDROOM 3

new boundary wall

existing sewer

2451

280

500

existing boundary wall

SITE BOUNDARY 27 786

280

2413

280

gate

TILE 31m²

280

6265

PATIO

220

b.i.c

aluminium tip-up garage doors

2538

W10

280

aluminium tip-up garage doors

beam over to Engineer's detail 2591

115

220

1485

beam over to Engineer's detail

demolish existing wall

280

2300

780

1000

1186

280

3138

1265

b.i.c

IC 4 braai to client's detail

115

220

2300

BEDROOM 2

280

280 280 280 1000 1095

demolish existing wall

1095

3470 280

1095

1560

280

beam over to Engineer's detail

FCL 5 921

remove existing doors

3750

W/L 20m²

wall stiffner to Engineer's detail

3750

FAMILY ROOM

SCREED 51m²

10491

FCL 5 996

1217

GARAGE

1/2 hour fire door

1095

SCREED 6m²

5182

D10

1500

STORE

Risers @ 200mm, D3 Treads @ 250mm Balustrade min 1000mm 14 13 12 11 stone 10 cladding 9 8 LOUNGE 7 W/L 6 22m² 5 4 beam over to 3 Engineer's detail 2 demolish 1 existing doors

b.i.c

TILE 2m²

b.i.c

280

b.i.c

4994

10148

8493

existing sewer

5182

115

beam over to Engineer's detail

9931

demolish existing doors & walls

TILE 9m² WC to be mechanicaly ventilated

TILE 25m²

2005

KITCHEN

TILE 13m²

1217

3384

DINING ROOM

1669 115

SCULLERY

229 1021 115

D7 b.i.c

2400

115

229

280

1686

1449 x 2100

Aluminium folding stack doors

280

W4 vs W4

280

RE 1

280

wall stiffner to Engineer's detail

existing boundary wall

IC 2

280

IC 3

Glazed Aluminium Pivot Entrance door

2500

TILE 31m²

QTY

280

16102

PATIO

Sizes

230

2500

Description

WD2

ERF 47376

3062 115 115 1100

11465

280

Ref No.

SITE BOUNDARY 33 557

AL CAN

21.02.2011 ARCH. SIGN.

DRAWING SCALE

1:100 REVISION NO.

COMP. FILE

VERSFELD CLIENT SIGN.

JGA HART B ARCH (CT) PR ARCH REG NO. 5829

CWC section

DRAWING N0.

11:02:100

\\workstation2\shareddocs\files u - z\versfeld, house\council submission\council submission 21.02.2011.drw printed 21 February 2011 at 04:57:43 PM

renown roof tiles

5600

1STFL plaster & paint

600

GENERAL NOTES:

7789

SITE BOUNDARY

20° PITCH

MAIN ROOF: (ROOF TO COMPLY WITH PART L OF SABS 0400.) Renown Roof tiles @ 20° pitch on 38X38mm battens @ 320mm c/c's on underlay on 152x 50mm gangnail trusses at 760mm c/c's. Roof trusses to rest on 114X38mm wallplate with galv. hoop iron straps built into min 3 courses of brickwork. Timber that is to be built in to wall to be adequately protected with DPC wrapped around ends Roof to have 600mm overhangs. No nothing in timber

2350 250

FFL

175

FFL

600

3000

2400

FGL

4016

plaster & paint

7080

SITE BOUNDARY

1000

1150

1300

1000

1STFL

plaster & paint

20° PITCH renown roof tiles

3700

2453 2950

flashing

600

4016

250

1STFL

600

7080

SITE BOUNDARY

600

7789

renown roof tiles

20° PITCH

1643

renown roof tiles

1000

20° PITCH

3000

1590

1000

20° PITCH

STANDARD NOTES: 1. ALL EXTERNAL WALLS TO BE OF CAVITY CONSTRUCTION. 2. STEPPED DPC TO BE BUILT IN AT FLOOR AND WALL JUNCTION MIN 150mm FROM NGL AND GROUND FLOOR LEVEL TO BE 230mm ABOVE B.O.F LEVEL AT SEWER CONNECTION UNLESS OTHERWISE STATED. 3. TOTAL AREA OF WINDOWS MUST NOT BE LESS THAN 10% OF THE FLOOR AREA FOR VENTILATION AND 5% FOR NATURAL LIGHT. 4. STORMWATER TO DISCHARGE TO STREET VIA CHANNELS AND NOT IN TO MUNICIPAL SEWER. 5. PRESTRESSED LINTELS TO BE BUILT IN OVER ALL OPENINGS UP TO 3m WITH MIN 4 COURSES BRICKWORK WITH BRICKFORCE EVERY COURSE, LAID TO MANUFACTURERS SPECIFICATIONS. 6. FOOTINGS TO BE BUILT SO AS NOT TO ENCROACH ON BOUNDARY WHERE APPLICABLE. 7. ALL BALUSTRADES TO BE 1000mm HIGH WITH OPENING NOT WIDER THAN 100mm. 8. PARAPET WALLS NOT TO EXCEED 500mm IN HEIGHT.

FGL

PERGOLA: 114x50mm rafters @ 1050 c/c's fixed to wall using teco brackets on 152x 50mm bearer beam that is fixed to 75x75mm timber posts fixed into brickwork.

100mm slab on DPM

700 X 250mm concrete footing

NORTH ELEVATION

SOUTH ELEVATION

SCALE 1:100

CEILING: Ceilings of skimmed Rhino board with 75mm coved cornice fixed to 38x38mm brandering to First Floor. Skimmed soffit slab with 75mmm c/c's to Ground Floor. No ceiling to garage. WALLS: (WALLS TO COMPLY WITH PART K OF SABS 0400.) External walls of 280mm cavity walls with 10 wire ties per sq.meter. Stepped dpc with weepholes at 800mm ccs. All walls to be constructed of 110mm Clay Maxi bricks. Walls to be plastered and painted to match existing. All paint colour and type both internal and external to clients choice. WINDOWS AND DOORS: (WINDOWS TO COMPLY WITH PART N OF SABS O400) All windows to be aluminium framed as per references on drawing. Supply minimum 10% light area of which 5% must be openable to each habitable room. Glazing in excess of 1.0m² or within 300mm of floor must be safety glass and all other instances as per part N of SABS 0400. Ground Floor internal bathroom to be mechanically ventilated. To have light switch operated extractor fan @ 25l/s. Skylight installation by specialist.

20° PITCH

renown roof tiles

2400

plaster & paint

20° PITCH 1583

200

200mm Rc slab to Engineer's detail

dpc

100mm slab on DPM

dpc

existing slab

EAST ELEVATION

SECTION A-A

SCALE 1:100

2845

3700

GARAGE

dpc

FFL

3235

600 2825

1150

1000

1STFL

BEDROOM 1

175

FGL

250

FFL

1300

SITE BOUNDARY

250

SITE BOUNDARY

plaster & paint

FGL

7080

1800

opaque fixed pane

2950

1STFL

opaque with fanlight

1800

1700

7735

opaque fixed pane

700 X 230mm concrete footing

7789

600

FLOORS: (FLOORS TO COMPLY WITH PART J OF SABS 0400.) Ground floor construction to be min. 75mm mass concrete on 250 micron DPM on min 150mm well compacted fill with 20mm cement screed.

6964

600

2100

SITE BOUNDARY

600

stormwater to discharge into existing stormwater system

CILLS AND SKIRTING: Cills to be plastered and painted internally and externally.Skirtings to clients choice.

20° PITCH

4603

1000

renown roof tiles

2243

1618

20° PITCH

SITE BOUNDARY

20° PITCH

First floor & balcony to be precast concrete to Engineers detail. FLOOR FINISHES: Floor finishes as indicated on plan. Garage to have steel trowelled finish. FOUNDATIONS: (FOUNDATION TO COMPLY WITH PART H OF SABS 0400.) Strip footings to 280mm and 230mm walls to be 700x230mm mass concrete. 110mm walls to have 600x200mm thickened slab. Where indicated footings not to encroach on boundary. DRAINAGE: (DRAINAGE TO COMPLY WITH PART P OF SABS 0400.) Drainage that falls within driveway or under buildings or where drainage run has less than 300mm cover to be adequately protected. Where drainage run falls under driveway, heavy duty rodding eyes and man holes to be used. Drainage fixtures to be anti-syphoned or deep seal traps where applicable. Final levels and connection points to be determined when setting out on site. STAIRCASE: Stairs to comply with part M of SABS 0400. Reinforced concrete staircase to have Risers @ 200mm, Treads @ 250mm Handrail at 900m above pitch line & balustrade at 1000mm high

All glazing in excess of 1.0m² or within 300mm of floor to be in laminated safety glass as per part N of SABS 0400

REVISIONS REV.

DATE

DESCRIPTION

20° PITCH 20° PITCH

600

100mm slab on DPM

dpc existing slab

dpc

7080

2250 200

PATIO

14 CHARLSTON PLACE WESSELS ROAD, KENILWORTH PHONE :(021) 683-1501 FAX : (021) 674-3385 PROJECT DETAILS

2700

FAMILY ROOM

250

2400 2100

4603

3500

DINING ROOM 100

FGL

dpc 200mm Rc slab to Engineer's detail

2750

FGL

BALCONY

BED ROOM 2

dpc

250

FFL

2100

plaster & paint 175

3700

3500

plaster & paint

BATH ROOM

3650

4603

600

BED ROOM 3

200

600

5653

7080

7789

1STFL

7789

20° PITCH

5653

600

renown roof tiles

600

SITE BOUNDARY

flashing

600

1000

1590

20° PITCH renown roof tiles

1953

3743

SITE BOUNDARY

20° PITCH

PROPOSED RENOVATION ERF - 47377 TULLEY ALLEN ROAD RONDEBOSCH DRAWING DESCRIPTION

SECTIONS & ELEVATIONS DESIGN BY

700 X 230mm concrete footing

WEST ELEVATION SCALE 1:100

700 X 230mm concrete footing

existing footing

GORDON HART DRAWN BY

YASEEN MOHAMED/ TK

SECTION B-B SCALE 1:100

DATE

21.02.2011

DRAWING SCALE

1:100 REVISION NO.

COMP. FILE

VERSFELD

ARCH. SIGN.

JGA HART B ARCH (CT) PR ARCH REG NO. 5829 DRAWING N0.

11:02:101

\\workstation2\shareddocs\files u - z\versfeld, house\council submission\council submission 21.02.2011.drw printed 21 February 2011 at 04:56:10 PM

NOTES:

1500

600

NEW BRICKWORK

Glazing to all windows and doors to be safety glazing

860

NOTE:

F.G.L

1460

GLAZED TIMBER FRAME

DIAGONAL SHIPLAPBOARDING TO BE WATERPROOFING & INSULATION TO MANUFACTERS SPECIFICATIONS

NOTE: BRICK PIERS FOUNDATIONS TO BE MIN 200mm THICK & PROJECT MIN 200mm PAST BRICKWORK

120 680

120

680

2100

GLAZED TIMBER FRAME

1460

GLAZED TIMBER FRAME

DIAGONAL SHIPLAPBOARDING TO BE WATERPROOFING & INSULATION TO MANUFACTERS SPECIFICATIONS

DETAIL A

DETAIL B

SCALE 1:20

SITE BOUNDARY 31 540

STANDARD NOTES: 1. ALL EXTERNAL WALLS TO BE OF CAVITY CONSTRUCTION. 2. STEPPED DPC TO BE BUILT IN AT FLOOR AND WALL JUNCTION MIN 150mm FROM NGL AND GROUND FLOOR LEVEL TO BE 230mm ABOVE B.O.F LEVEL AT SEWER CONNECTION UNLESS OTHERWISE STATED. 3. TOTAL AREA OF WINDOWS MUST NOT BE LESS THAN 10% OF THE FLOOR AREA FOR VENTILATION AND 5% FOR NATURAL LIGHT. 4. STORMWATER TO DISCHARGE TO STREET VIA CHANNELS AND NOT IN TO MUNICIPAL SEWER. 5. PRESTRESSED LINTELS TO BE BUILT IN OVER ALL OPENINGS UP TO 3m WITH MIN 4 COURSES BRICKWORK WITH BRICKFORCE EVERYCOURSE, LAID TO MANUFACTURERS SPECS. 6. FOOTINGS TO BE BUILT SO AS NOT TO ENCROACH ON BOUNDARY WHERE APPLICABLE. 7. ALL BALUSTRADES TO BE 1000mm HIGH WITH OPENING NOT WIDER THAN 100mm. 8. PARAPET WALLS NOT TO EXCEED 500mm IN HEIGHT.

600

3775 Ex. beam over

See Detail A

Ex. beam over

See Detail B

WEST ELEVATION

SOUTH ELEVATION SCALE 1:100

SCALE 1:100 REVISIONS

600

fixed rooflights ex Tony Sandell

DATE

DESCRIPTION

CHARLSTON PLACE UNIT 14 WESSELS ROAD, KENILWORTH PHONE : 021 683-1501 FAX : 021 674-3385

1140

2568

SITE BOUNDARY 32 639

2500

600

SITE BOUNDARY 24 169

REV.

PROJECT DETAILS

ALTERATIONS EXISTING HOUSE ERF 56012 1 DORIS ROAD CLAREMONT DRAWING DESCRIPTION

ELEVATIONS & DETAILS DESIGN BY

DRAWING SCALE

GORDON HART

1:20 & 1:100

DRAWN BY

REVISION NO.

Tarryn DATE

EAST ELEVATION SCALE 1:100

NORTH ELEVATION SCALE 1:100

18.08.2010 ARCH. SIGN

COMP. FILE

HOUSE WALKER CLIENT SIGN

GORDON HART B ARCH (CT) PROF ARCH REG NO. 5829 DRAWING N0.

10.12.101 \\workstation2\shareddocs\files h\house walker\final council submission 21.09.2010.drw printed 12 July 2011 at 08:28:37 AM

SITE BOUNDARY 31 540

BATH ROOM 5

BATH ROOM 6

STANDARD NOTES: 1. ALL EXTERNAL WALLS TO BE OF CAVITY CONSTRUCTION. 2. STEPPED DPC TO BE BUILT IN AT FLOOR AND WALL JUNCTION MIN 150mm FROM NGL AND GROUND FLOOR LEVEL TO BE 230mm ABOVE B.O.F LEVEL AT SEWER CONNECTION UNLESS OTHERWISE STATED. 3. TOTAL AREA OF WINDOWS MUST NOT BE LESS THAN 10% OF THE FLOOR AREA FOR VENTILATION AND 5% FOR NATURAL LIGHT. 4. STORMWATER TO DISCHARGE TO STREET VIA CHANNELS AND NOT IN TO MUNICIPAL SEWER. 5. PRESTRESSED LINTELS TO BE BUILT IN OVER ALL OPENINGS UP TO 3m WITH MIN 4 COURSES BRICKWORK WITH BRICKFORCE EVERYCOURSE, LAID TO MANUFACTURERS SPECS. 6. FOOTINGS TO BE BUILT SO AS NOT TO ENCROACH ON BOUNDARY WHERE APPLICABLE. 7. ALL BALUSTRADES TO BE 1000mm HIGH WITH OPENING NOT WIDER THAN 100mm. 8. PARAPET WALLS NOT TO EXCEED 500mm IN HEIGHT.

BEDROOM 3

SITE BOUNDARY 15 709

GARAGE

5200

STORE

BALCONY 1

BEDROOM 5

BEDROOM 4

N LAUNDRY BEDROOM 1 BATH BEDROOM 1 ROOM 3

BATH 2

BATH 1

BALCONY 2

BEDROOM 6

FIRST FLOOR PLAN SCALE 1:200

DORIS ROAD

SITE BOUNDARY 24 169

SITE BOUNDARY 32 639

STORE

GARAGE

LAUNDRY BEDROOM 1 BATH 1 MAID WC

ERF 56012

KITCHEN SCULLERY DINING

REVISIONS REV.

TERRACE

N OU B E SIT

2 Y 3 R DA

W NE

374

CW EX.

D OA R DS N LA

LOUNGE 1

DATE

DESCRIPTION

LOUNGE 2

C o rs t e t me ad 100 ea Ro t Pro

BATH 2 HALL

DRESSING

CHARLSTON PLACE UNIT 14 WESSELS ROAD, KENILWORTH PHONE : 021 683-1501 FAX : 021 674-3385

BEDROOM 2

PROJECT DETAILS

ENTRANCE

EXISTING HOUSE PLANS ON ERF 56012 1 DORIS ROAD CLAREMONT DRAWING DESCRIPTION

SITE PLAN ,GROUND FLOOR PLAN & FIRST FLOOR PLAN

SITE & ROOF PLAN

GROUND FLOOR PLAN

DESIGN BY

DRAWING SCALE

GORDON HART

1:50 & 1:200

DRAWN BY

REVISION NO.

Tarryn DATE

05.08.2010

SCALE 1:200

ARCH. SIGN

COMP. FILE

HOUSE VAN DIERMEN CLIENT SIGN

GORDON HART B ARCH (CT) PROF ARCH REG NO. 5829 DRAWING N0.

10.12.100

SITE BOUNDARY 31 480

5200

EXISTING OUT BUILDING

build up to allow for new pergola height

350

3050

ex. tiles 11 sqm

enclose ex. covered sunroom

DINING ROOM

7 sqm

4250

SUNROOM

light & ventalation to ex. dining room @ new sun room to comply with N.B.R part CC 2.4 opening (no doors) min 40 % of dividing wall

B ex. pool

1475

350

2000

3000

PATIO

350

fixed rooflight ex Tony Sandell

SUNROOM

3970

demolish ex pergola & low wall

350

F.G.L

existing foundation

SECTION A-A SCALE 1:100

DORIS ROAD

fully enclose ex. covered sunroom

SITE BOUNDARY 32 750

fixed rooflight ex Tony Sandell

970

Fully enclose sunroom at 3m with fixed glass panels and diagonal T&G boarding. Allow for 1200mm Double door at center

3000

demolish wall to counter height

EXISTING BUILDING

New brickwork

ERF 56012 ROOF NOTE IBR CHROMADEK ROOF SHEETING @ 3째 PITCH ON 50X 75mm PURLINS @ 1000mm c/c's ON 150 X 50mm RAFTERS @ 1200mm c/c's SPANNING BETWEEN BEARER BEAM (297 X 70MM CAPELAM) & FIXED TO EXISTING WALL WITH TECO BRACKETS. Flashing were applicable

3째 pitch

T&G Boarding

3480

PATIO

U BO E SIT

2 Y 3 R DA

C EX.

300

RO S D LAN W NE

75mm concrete slab on compacted fill with 600 x 230mm strip footing dpc

F.G.L

WC o rs t e t me ad 100 ea Ro t Pro

600 X 230 STRIP FOUNDATION

REVISIONS REV.

900

EXISTING BUILDING

DATE

DESCRIPTION

230 X 900mm RETAING WALL TO COMPLY N.B.R PART KK 12.7 OF SABS 0400

SECTION B-B CHARLSTON PLACE UNIT 14 WESSELS ROAD, KENILWORTH PHONE : 021 683-1501 FAX : 021 674-3385

SCALE 1:100

PROJECT DETAILS

ALTERATIONS EXISTING HOUSE ERF 56012 1 DORIS ROAD CLAREMONT DRAWING DESCRIPTION

SITE PLAN, GROUND FLOOR PLAN AND SECTIONS

SITE & GROUND FLOOR PLAN SCALE 1:100

SITE BOUNDARY 39 940

KITCHEN

EX. BALCONY

280

3775

1180

280

STANDARD NOTES: 1. ALL EXTERNAL WALLS TO BE OF CAVITY CONSTRUCTION. 2. STEPPED DPC TO BE BUILT IN AT FLOOR AND WALL JUNCTION MIN 150mm FROM NGL AND GROUND FLOOR LEVEL TO BE 230mm ABOVE B.O.F LEVEL AT SEWER CONNECTION UNLESS OTHERWISE STATED. 3. TOTAL AREA OF WINDOWS MUST NOT BE LESS THAN 10% OF THE FLOOR AREA FOR VENTILATION AND 5% FOR NATURAL LIGHT. 4. STORMWATER TO DISCHARGE TO STREET VIA CHANNELS AND NOT IN TO MUNICIPAL SEWER. 5. PRESTRESSED LINTELS TO BE BUILT IN OVER ALL OPENINGS UP TO 3m WITH MIN 4 COURSES BRICKWORK WITH BRICKFORCE EVERYCOURSE, LAID TO MANUFACTURERS SPECS. 6. FOOTINGS TO BE BUILT SO AS NOT TO ENCROACH ON BOUNDARY WHERE APPLICABLE. 7. ALL BALUSTRADES TO BE 1000mm HIGH WITH OPENING NOT WIDER THAN 100mm. 8. PARAPET WALLS NOT TO EXCEED 500mm IN HEIGHT.

DESIGN BY

DRAWING SCALE

GORDON HART

1:50 & 1:200

DRAWN BY

REVISION NO.

Tarryn DATE

18.08.2010 ARCH. SIGN

COMP. FILE

HOUSE WALKER CLIENT SIGN

GORDON HART B ARCH (CT) PROF ARCH REG NO. 5829 DRAWING N0.

10.12.100 \\workstation2\shareddocs\files h\house walker\final council submission 21.09.2010.drw printed 12 July 2011 at 08:30:19 AM

vp b sh wc

FFL

b ba sh wc

RE1 GFL NGL

TO EXISTING MUNICIPAL SEWER CONNECTION

RE2 b wc

COVER LEVEL

99 750

INVERT LEVEL

99 260

99 250

99 204

99 140

98 838

490

500

DEPTH DISTANCE FALL

546

610

912

580

2732

3870

18 100

1:60

DRAINAGE SECTION "RUN B" N.T.S (SCHEMATIC REPRESENTATION ONLY) FOR ANY DISTANCES, DEPTHS AND FALLS BEYOND ERF BOUNDARY REFER TO CONSULTING CIVIL ENGINEER'S DRAWING vp

FFL

RE1

s wm

I.C1

s wm

99 750

99 300

99 250

99 182

99 082

98 989

98 951

98 838

450

460

761

799

DEPTH DISTANCE

boundary line 19499 RU

668

912

6460

6022

5581

2282

6786

1:60

ERF 173164

N.T.S (SCHEMATIC REPRESENTATION ONLY) FOR ANY DISTANCES, DEPTHS AND FALLS BEYOND ERF BOUNDARY REFER TO CONSULTING CIVIL ENGINEER'S DRAWING

N "B " min radius of 600mm at bends

RE2

100O sewer pipe encased in concrete

RE1

CHARLSTON PLACE o WESSELS ROAD KENILWORTH PHONE : 683-1501 FAX : 674-3385 PROJECT DETAILS

N0RTH

RUN "B"

N "B "

boundary line 15270

al sewer

connect to existin g municip

568

580

DRAINAGE SECTION "RUN A"

Ex. Municipal connection

RUN "A"

TO EXISTING MUNICIPAL SEWER CONNECTION

INVERT LEVEL

FALL

boundary line 15185

b wc

COVER LEVEL

ERF 173164

RUN "A"

I.C1

GFL NGL

DRAINAGE: (DRAINAGE TO COMPLY WITH PART P OF SABS 0400.) Drainage that falls within driveway or under buildings or where drainage run has less than 300mm cover to be adequately protected. Where drainage run falls under driveway, heavy duty rodding eyes and man holes to be used. Drainage fixtures to be anti-syphoned or deep seal traps where applicable.

RIDER TO PREVIOUSLY APPROVED PLAN- A79438 NEW DWELLINGS FOR JA & RG BROWN WESSELS ROAD KENILWORTH ERF 173164 DRAWING DESCRIPTION

DRAINAGE PLAN DESIGN BY

GORDON HART DRAWN BY

TK DATE

CARPORT RUN "A"

I.C2

b ba sh wc

b sh wc

100O sewer pipe encased in concrete

CARPORT

g rwp

g RUN "A"

YARD

RE1

YARD

boundary line 19412

WESSELS ROAD SCALE 1:200

ROOF PLAN

15.09.2010 ARCH. SIGN.

DRAWING SCALE

1 : 100 REVISION NO.

. COMP. FILE

WESSELS ROAD CLIENT SIGN.

GORDON HART B ARCH (CT) PR ARCH REG 5829 DRAWING N0.

08.09.101

existing sewer

ERF 173293

ERF 64635

existing sewer g

e x s is e ti w n e g r

h existing manhole

ERF 173164

RUN "A"

existing sewer

vp b sh wc

b ba sh wc

FFL

RE1 vp GFL NGL

COVER LEVEL INVERT LEVEL DEPTH DISTANCE FALL

RE2

b wc

s wm

TO EXISTING MANHOLE

s wm

99 750

99 260

99 238

99 192

99 112

98 997

98 953

490

512

558

638

753

829

1333

2732

4820

6883

5 900

4 579

1:60

DRAINAGE SECTION "RUN A" N.T.S (SCHEMATIC REPRESENTATION ONLY) FOR ANY DISTANCES, DEPTHS AND FALLS BEYOND ERF BOUNDARY REFER TO CONSULTING CIVIL ENGINEER'S DRAWING

k REVISIONS REV.

N0RTH

SITE BOUNDARY 15 270

RE1

SITE BOUNDARY 15 230

SITE BOUNDARY 19 460

STANDARD NOTES: 1. ALL EXTERNAL WALLS TO BE OF CAVITY CONSTRUCTION. 2. STEPPED DPC TO BE BUILT IN AT FLOOR AND WALL JUNCTION MIN 150mm FROM NGL AND GROUND FLOOR LEVEL TO BE 230mm ABOVE B.O.F LEVEL AT SEWER CONNECTION UNLESS OTHERWISE STATED. 3. TOTAL AREA OF WINDOWS MUST NOT BE LESS THAN 10% OF THE FLOOR AREA FOR VENTILATION AND 5% FOR NATURAL LIGHT. 4. STORMWATER TO DISCHARGE TO STREET VIA CHANNELS AND NOT IN TO MUNICIPAL SEWER. 5. PRESTRESSED LINTELS TO BE BUILT IN OVER ALL OPENINGS UP TO 3m WITH MIN 4 COURSES BRICKWORK WITH BRICKFORCE EVERYCOURSE, LAID TO MANUFACTURERS SPECS. 6. FOOTINGS TO BE BUILT SO AS NOT TO ENCROACH ON BOUNDARY WHERE APPLICABLE. 7. ALL BALUSTRADES TO BE 1000mm HIGH WITH OPENING NOT WIDER THAN 100mm. 8. PARAPET WALLS NOT TO EXCEED 500mm IN HEIGHT.

m existing manhole

DATE

DESCRIPTION

04.10.2010

Amended sewer servitude

DRAWN

min radius of 600mm at bends

previous s.p

RE2

RUN "A"

min radius of 600mm at bends

e 100O sewer pip rete encased in conc

NOTE: The lines ghjkmn and mp as indicated represent the centre line of sewer servitude for future sub-division

CHARLSTON PLACE o WESSELS ROAD KENILWORTH PHONE : 683-1501 FAX : 674-3385 PROJECT DETAILS

140 m to nearest crossroad KENILWORTH ROAD

Existing Municipal connection

existing manhole

SITE BOUNDARY 19 280 kerb line existing CWC

existing CWC

WESSELS ROAD

DRAINAGE PLAN SCALE 1:100

RIDER TO PREVIOUSLY APPROVED PLAN- A79438 NEW DWELLINGS FOR JA & RG BROWN WESSELS ROAD KENILWORTH ERF 173164 DRAWING DESCRIPTION

DRAINAGE PLAN DESIGN BY

DRAINAGE NOTE: (DRAINAGE TO COMPLY WITH PART P OF SABS 0400.) Drainage that falls within driveway or under buildings or where drainage run has less than 300mm cover to be adequately protected. Where drainage run falls under driveway, heavy duty rodding eyes and man holes to be used. Drainage fixtures to be anti-syphoned or deep seal traps where applicable.

GORDON HART DRAWN BY

TK DATE

15.09.2010 ARCH. SIGN.

DRAWING SCALE

1 : 100 REVISION NO.

. COMP. FILE

WESSELS ROAD CLIENT SIGN.

GORDON HART B ARCH (CT) PR ARCH REG 5829 DRAWING N0.

08.09.101A

N.G.L

PLAN SCALE 1:50

SOUTH ELEVATION

2000

SCALE 1:50

STANDARD NOTES: 1. ALL EXTERNAL WALLS TO BE OF CAVITY CONSTRUCTION. 2. STEPPED DPC TO BE BUILT IN AT FLOOR AND WALL JUNCTION MIN 150mm FROM NGL AND GROUND FLOOR LEVEL TO BE 230mm ABOVE B.O.F LEVEL AT SEWER CONNECTION UNLESS OTHERWISE STATED. 3. TOTAL AREA OF WINDOWS MUST NOT BE LESS THAN 10% OF THE FLOOR AREA FOR VENTILATION AND 5% FOR NATURAL LIGHT. 4. STORMWATER TO DISCHARGE TO STREET VIA CHANNELS AND NOT IN TO MUNICIPAL SEWER. 5. PRESTRESSED LINTELS TO BE BUILT IN OVER ALL OPENINGS UP TO 3m WITH MIN 4 COURSES BRICKWORK WITH BRICKFORCE EVERYCOURSE, LAID TO MANUFACTURERS SPECS. 6. FOOTINGS TO BE BUILT SO AS NOT TO ENCROACH ON BOUNDARY WHERE APPLICABLE. 7. ALL BALUSTRADES TO BE 1000mm HIGH WITH OPENING NOT WIDER THAN 100mm. 8. PARAPET WALLS NOT TO EXCEED 500mm IN HEIGHT.

N.G.L

NORTH ELEVATION

EAST ELEVATION SCALE 1:50

SCALE 1:50

REVISIONS REV.

190mm Blockwork

DATE

DESCRIPTION

DRAWN

04.10.2010

Amended sewer servitude

CHARLSTON PLACE o WESSELS ROAD KENILWORTH PHONE : 683-1501 FAX : 674-3385 PROJECT DETAILS

RIDER TO PREVIOUSLY APPROVED PLAN- A79438 NEW DWELLINGS FOR JA & RG BROWN WESSELS ROAD KENILWORTH ERF 173164

ffl

No portion of footing to encroach boundary N.G.L

700 X 250mm concrete footing

DRAWING DESCRIPTION

BOUNDARY WALL PLAN, SECTION & ELEVATIONS DESIGN BY

GORDON HART DRAWN BY

TK DATE

WESSELS ROAD STREET ELEVATION SCALE 1:100

SECTION A-A SCALE 1:50

26.11.2010 ARCH. SIGN.

DRAWING SCALE

1:50 & 1:100 REVISION NO.

. COMP. FILE

WESSELS ROAD CLIENT SIGN.

GORDON HART B ARCH (CT) PR ARCH REG 5829 DRAWING N0.

08.09.102A

1 deg.

TO MUNICIPAL CONNECTION

LOUNGE/ KITCHEN

EXISTING VENTED STACK

NOTE: 'ALL DRAINAGE CONNECTIONS TO BE CORE DRILLED TO WALLCRAWLER SEWER IN CEILING VOID OF FLOOR BELOW & CONNECTED TO EXISTING VERTICAL STACK AS INDICATED.

BEDROOM FFL

LOUNGE/ KITCHEN

5 deg.

BEDROOM

' ALL WALLS IN 90MM BLOCKWORK PLASTERED & PAINTED- TILED FULL HEIGHT FOR SHOWERS & 3 TILE SPLASHBACKS TO BASINS.

FFL

"WALL CRAWLER" SEWER IN CEILNG VOID

' ALL BATHROOMS TO BE MECHANICALLY VENTED WITH FANS THROUGH DUCTS TO ATMOSPHERE TO CONNECT TO LIGHT SWITCH & EXTRACTAT RATE OF 0.25m3 PER SEC PER m3 OF VOLUME OF SPACE.

SHOP

REST ROOM N.G.L

N.G.L

TO MUNICIPAL CONNECTION

SECTION A-A SCALE 1:100

KING EDWARD STREET BOUNDARY LINE 15770

CONCRETE STAIRCASE

TO MUNICIPAL CONNECTION

NORT H

EXISTING ROOF

BOUNDARY LINE 54730

EXISTING SEWER TO MUNICIPAL CONNECTION

BOUNDARY LINE 55310

EXISTING BUILDING

ERF 9282

MECHANICAL VENT DUCT EXISTING VERTICAL DRAINAGE STACK

WEATHERPROOF LOUVRE

EXISTING VENTED STACK

LANDING

EX. EX. WC BATHROOM

LOUNGE/ KITCHEN

EXISTING BUILDING

BEDROOM

PASSAGE

BEDROOM

2500

2900

BEDROOM

CHARLSTON PLACE 14 WESSELS ROAD KENILWORTH PHONE : 683-1501 FAX : 674-3385

2500

900

EXISTING VENTED STACK

90900

90 900 MECHANICAL VENT DUCT

MECHANICAL VENT DUCT

PROJECT DETAILS

WEATHERPROOF LOUVRE WEATHERPROOF LOUVRE

BOUNDARY LINE 15810

BALCONY

VOORTREKKER ROAD

PROPOSED ALTERATIONS TO SECOND FLOOR ERF 9282 PAROW FOR J YARLETT DRAWING DESCRIPTION

NEW EN-SUITE BATHROOMS TO EXISTING FLAT DESIGN BY

GORDON HART DRAWN BY

DRAWING SCALE

1 :100 & 1:200 REVISION NO.

Tarryn

GROUND FLOOR PLAN SCALE 1:100

ADDITIONS TO SECOND FLOOR PLAN SCALE 1:100

SITE PLAN

DATE

COMP. FILE

15:04:09 ARCH. SIGN.

SCALE 1:200

YARLETT PAROW CLIENT SIGN.

JGA HART B Arch (CT) PRr.Arch REG NO. 5829 DRAWING N0.

09:10:100 \\workstation2\shareddocs\files u - z\yarlett- parow\working drawings\new ensuite bathrooms to ex flat 2nd floor -15 april 09.drw printed 11 July 2011 at 04:52:23 PM