Adriana Work Portfolio 2024 by AdrianaC

ADRIANA COETZEE

PORTFOLIO OF WORK

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HI, I AM ADRIANA COETZEE, a registered Professional Senior Architectural Technologist in Cape Town, South Africa. Over the course of my academica and professional career, I have immersed myself in design, particularly within the architectural field since 2010. This journey has provided me with a distinct advantage in crafting practical and effective designs, stemming from diverse experiences in working with different companies and engaging with a multitude of clients. Through these interactions, I have refined my communication skills, making it easier to establish a professional rapport with people. Adaptability has been a key theme in my professional and academic journey, requiring me to navigate various work and study environments. This process has driven me to acquire proficiency in diverse programs and design methodologies. I find fulfillment in continually expanding my skill set to enhance the quality of my work. These cumulative experiences have equipped me with the ability to quickly learn new skills, whether in software or other domains, enabling me to adeptly navigate and contribute to any professional environment. My portfolio of work is intended to showcase my technical, software, and administrative skills. For additional portfolio content please see the following links: https://www.behance.net/adri_c https://issuu.com/adrianac58

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RONDEBOSCH PROJECT RESIDENTIAL

| PAGE 4

A client had recently bought a house that needed some renovating before they could move in. My director did a few proposals before I came onto the project. The client’s brief stipulated that they wanted a larger kitchen with scullery. They wanted to increase the size of the bedrooms and add an en-suite to the main and second bedrooms. There was an old garage and outbuilding that they wanted to change into an office and storage room. We were fortunate that the size of the erf was quite large which gave us the opportunity to expand the house towards the front and rear boundaries. My responsibilities on this project included: • Local authority and heritage applications; • Putting together a tender document and sending it to a number of contractors we or the client was familiar with; • Assessing and comparing the tenders from the contractors and recommending two who came in at a similar price; • Construction drawings; • Running fortnightly meetings and seeing that the progress matches the programme; • Assessing the monthly payment certificates issued by the quantity surveyor against the work done on site; • Meeting with the client to decide on finishes; • Meeting with suppliers to get pricing on different items; • Doing final inspections and snagging; • Issuing works completion certificates. Project timeline: July 2023 - December 2023 Budget: ± R 3 000 000,00 Software used: ArchiCAD

NOTE:

1. THIS DESIGN IS COPYRIGHT AND REMAINS THE PROPERTY OF THE ARCHITECT.

6 742 2

110 3 800

2 890

280

15 438

A 301

BOUNDARY LINE

2 100

SECTION B - B_West Elevation

103

SCALE 1:100

FORTH ROAD

New 600x900 window

New 1000x1200 window

NORTH ELEVATION New support wall for pergola

C2 103

Existing windows

Existing window

CLIENT SIGNATURE:

SOUTH ELEVATION EGL ±0,000

WEST ELEVATION

Roof height +6,101

new sink

+6,101

2 884 New Extension

Exist. window removed New 2700x600 window

New 1000x1200 window

+3,230

plastered and painted Ground storey level +0,200

EGL ±0,000

ARCHITECT SIGNATURE:

SOUTH ELEVATION

103

SCALE 1:100

SALT RIVER CIRCLE SALT RIVER PO BOX 70 WOODSTOCK 7925

T: FIRE PROTECTION ∑ All work is to be in strict accordance with SANS 10400 Part T Fire Protection. ∑ All work is to be in strict accordance with SANS 10400 Part W Fire Installation. ∑ All materials including ceiling insulation to be SABS approved and to comply with all fire related codes for each individual and specific purpose. ∑ No combustible roof components shall penetrate the separating element dividing the space between the garage and habitable room.

TEL.: +27 21 448 6615

Roof height +6,101

FAX.: +27 21 448 6621

1,8m²

1,000

1,200

1,2m²

3,42m²

5.7 Building Sealing Roofs, external walls, and floors that form the building envelope and any opening such as windows and doors in the external fabric shall be constructed to minimize air leakage.

1,2m²

1,000

1,200

1,2m²

0,600

1,800

1,08m²

1,000

1,800

1,8m²

0,600

0,900

0,54m²

0,600

1,800

1,08m²

4,500

2,100

9,45m²

1,000

1,200

1,2m²

0,600

0,900

0,54m² 11,19m²

6.1 Hot water supply A minimum of 50% by volume of annual average hot water heating requirements shall be provided by means of other that electrical resistance heating, including, but not limited to, solar heating pumps, heat recovery from other systems or processes. ∑ Existing hot water cylinder to be connceted to. ∑ Geyser blanket to be added around existing geyser ∑ Polystyrene insulation around pipes min r - value of 1. All hot water piping is to be insulated with a minimum of 21mm nitrile rubber (Armaflex) insulation or equal approved to achieve an R-value of 1.0 m2K/W and hot water storage to SANS151 and Class B performance.

NEW OFFICE / STORE WINDOW SCHEDULE WIDTH

HEIGHT

AREA

0,600

0,900

0,54m²

1,500

2,100

3,15m²

1,000

1,200

1,2m²

1,000

1,200

1,2m²

3.69m²

6.2 Lighting Power Density 6.2.1 Required for H4: 4W/m² All lighting to be LED's The use of light-emitting diodes (LED) and compact fluorescents (CFL) in occupancies H3 and H4 shall be deemed to comply with the requirements of 6.2.1. O: Lighting and Ventilation · All work is to be in strict accordance with SANS 10400 Part O Lighting and Ventilation.

1,2m²

Natural Lighting: · The area of such opening, or the total area of such openings, inclusive of frames and glazing bars, shall be not less than 10% of the floor area of the room (s), or 0,2 m², whichever is greater.

2 884 New Construction

3 560

Ceiling height +3,230

Mechanical ventilation: No mechanical ventilation required.

match existing.

PO BOX 70 WOODSTOCK 7925 TEL.: +27 21 448 6615 FAX.: +27 21 448 6621

E-MAIL: acg@acgarchitects.co FILE PATH:

J:\2210 Alterations and Additions to Ho Archived\04-B Council\20221220_2210 CLIENT:

A.B. ASMALL FAMILY TR

1 081

PROJECT NO.:

PROJECT:

2210 House Junaid Asmal

PROJECT:

2210 House Junaid Asm

2210

DRAWING TITLE:

SITE AND FLOOR PLAN PLAN

Ground storey level +0,200

EGL ±0,000

PRINT PAPER SIZE DRAWN:

foundations to REG #: PSAT 57272754 engineers specs. DRAWING STATUS:

plastered and painted

New 1000x1800 window

plastered and painted

New 2100x3100 door

Line of wall in background.

plastered and painted

DRAWING TITLE:

A Existing window

CHECKED:

DATE FIRST ISSUED:

2022/10/18

DRAWN:

foundations to engineers specs.

NORTH ELEVATION

103

SCALE 1:100 DRAWING NUMBER:

REVISION:

100

1. THIS DESIGN IS COPYRIGHT AND REMAINS THE PROPERTY OF THE ARCHITECT. NATIONAL BUILDING REGULATIONS. 3. ALL RELEVANT DETAILS, LEVELS AND DIMENSIONS TO BE CHECKED ON SITE BEFORE COMMENCING WITH ANY WORK. 4. ALL DISCREPENCIES TO BE REPORTED TO THE ARCHITECT IMMEDIATELY, WORK TO PROCEED ONCE THE PROBLEM HAS BEEN RESOLVED. 5. DRAWING NOT TO BE SCALED.

REVISIONS DATE

REVISION DETAILS

in r ra te in w win ter suns et

summer sunset

NORTH

e winter sunris

sum mer su sunr m ise m er w in d

ERF:44729

ERF:44728 15 740mm BOUNDARY Existing vibracrete boundary wall

D 3 000mm BUILDING LINE

3° fall RE

existing drainage

existing drainage run

ERF:44720

exist. gully

run

exist. gully

3° fall

This drawing and all representations included herein is, and remains the property of ACG Architects & Development Planners - Copyright Law Applies: The Copyright Act, Act 98 of 1978, as variously amended.

3° fall

103 D2

3° fall

30° fall

ERF:44718

ERF:44721

3° fall

47 230mm BOUNDARY

30° fall

ex. new MH gully

47 230mm BOUNDARY

exist. gully ex. MH

exist. gully

3° fall

30° fall

ex. MH

new gully

A 301 Existing low boundary wall

30° fall

new gulley

A 301

CLIENT SIGNATURE:

3 500mm BUILDING LINE

ex. MH

ARCHITECT SIGNATURE:

ERF:44719 743,46m²

B to existing municipal sewer connection

Existing sliding gate

Existing boundary wall

15 740mm BOUNDARY

50.6m to Park Road intersection

FORTH ROAD

ACG ARCHITECTS (PTY) LTD CAPE TOWN: 398 ALBERT ROAD SALT RIVER CIRCLE SALT RIVER PO BOX 70 WOODSTOCK 7925 TEL.: +27 21 448 6615 FAX.: +27 21 448 6621 E-MAIL: acg@acgarchitects.co.za FILE PATH:

J:\2210 Alterations and Additions to House Junaid Asmall\Drawings\02 Archived\04-B Council\20221220_2210 House Junaid Asmal.pln CLIENT:

A.B. ASMALL FAMILY TRUST PROJECT NO.:

PROJECT:

2210 House Junaid Asmal

2210

DRAWING TITLE:

LOCALITY PLAN PRINT PAPER SIZE DRAWN:

CHECKED:

DATE FIRST ISSUED:

2022/10/18

REG #: PSAT 57272754

REG #: PA

DRAWING STATUS:

COUNCIL SUBMISSION

DISCIPLINE:

DRAWING NUMBER:

REVISION:

101

HA REG #: PA

COUNCIL SUBMISS

NOTE:

REV.

CHECKED:

AC REG #: PSAT 57272754

DRAWING STATUS:

2. ALL WORK TO BE CARRIED OUT IN STRICT ACCORDANCE TO MUNICIPAL AND

SECTIONS & ELEVA PRINT PAPER SIZE

REG #: PA

COUNCIL SUBMISSION

SALT RIVER

J:\2210 Alterations and Additions to House Junaid Asmall\Drawings\02 Archived\04-B Council\20221220_2210 House Junaid Asmal.pln

CLIENT SIGNATURE:

ARCHITECT SIGNATURE:

1,2m²

Natural Ventilation: · The total area of an opening, a door or an openable glazed window be not less than 5 % of the floor area of the room, or 0,2 m², whichever is the greater.

SALT RIVER CIRCLE

FILE PATH:

DISCIPLINE:

398 ALBERT ROAD

E-MAIL: acg@acgarchitects.co.za

1,800

CAPE TOWN:

New timber verandah roof: Translucent IBR sheets @ 3° pitch on 75x38mm purlins running @450mm cc's on 114x56mm rafters supported on 220x76 beams resting on 140x140mm timber posts. To engineer's details and specification and all timber to comply with SANS 10082. New roof extensions to

A.B. ASMALL FAMILY TRUST

1,200

1,000

ACG ARCHITECTS (PTY)

New timber covered carport roof: Translucent IBR sheets @ 3° pitch on 50x76mm purlins running @ 450mm cc's on 76x152mm rafters supported on 230mm brick wall. To engineer's details and specification and all timber to comply with SANS 10082.

CLIENT:

8,1m²

5.6 Roof Assembly Roof assembly in accordance with SANS 10400XA 4.4.2, with a min total R-value OF 3.7, heat flow up: - 25mm Clay tiles = 0.0298 - Horizontal to 45° air space - Reflective foil liner - heat flow up = 0.59 - 135mm Cellulose fibre insulation = 3.375 10mm Plasterboard ceiling = 0.10 TOTAL R-VALUE = 4.0948 Therefore complies

1,62m²

1,000

31,1m² = 19.58% Total fenestration to be 20% of NET floor area - therefore complies

New cement tile roof to match existing: 30° pitch on 38x38mm timber battens spaced @ 350mm cc's with undertile membrane below, on engineered trusses @ 750mm cc's tied to 114x38mm wall plates, as per engineer's specifications.

398 ALBERT ROAD

5.5 External walls The minimum total R-value requirements for an external wall with a surface density equal or greater than 270 kg/m² shall be 0,6. Minimum requirement of 50mm Cavity wall is met.

6,09m²

ACG ARCHITECTS (PTY) LTD CAPE TOWN:

8,31m²

31,02m²

Ceiling height +3,230

new varandah

6,51m²

NETT FLOOR AREA 197,1m² = 15.74% Total fenestration to be 20% of NET floor area - therefore complies

3 280

New 1500x2100 door

1,8m²

2,100

0,600

SANS 10400 XA: ENERGY USAGE ENERGY ZONE 4

AREA

1,800

3,100

SCALE 1:100

New roof extensions to match existing.

1 081

BOUNDARY LINE

BOUNDARY LINE 3 572 EGL ±0,000

New door

New 1000x1200 window

Ground storey level +0,200

SCALE 1:100

C 103

New door

EAST ELEVATION

New 1000x1800 window

plastered and painted

EAST ELEVATION

C1 C

1 645

HEIGHT

1,000

2,700 New IBR sheet roof to match existing roof. 3 degrees on 76x52mm purlins @ 950mm cc's on 114x38mm wall plates.

new covered carport

plastered and painted Existing vibracrete wall Ground storey level +0,200

∑

Lintel height +2,300

P: DRAINAGE ∑ Any type of joint between pipes or between pipes and fittings shall remain watertight under normal working conditions, or where there might be any differential movement between such pipes and any building or ground or other construction forming part of the drainage installation, and able to withstand an internal water pressure of 50 kPa and an external water pressure of 30 kPa without leaking. ∑ All new sewer lines are to be laid at a gradient of not less than 1 in 60. ∑ Any pipe work that passes under the building shall be accessed externally and may not be accessed from within the building. The pipe work is to be protected against the transmission of load by encasing it in concrete in 100mm mass concrete ∑ All drainage is to be in strict accordance with SANS 10400 Part P R: STORM WATER DISPOSAL All work is to be in strict accordance with SANS 10400 Part R Storm water Disposal. ∑ All new storm water downpipes to lead water to existing storm water reticulation. ∑ Storm water emanating from the roof, paving or area in the immediate vicinity of a building shall not cause damage to the building interior, structure, or structural elements, or accumulate in a manner that unduly inconveniences the occupant. ∑ Storm water disposal arrangements shall i) not result in the undercutting of foundations due to erosion or flooding, j) drain away from buildings, as far as possible, under the action of gravity and not accumulate against or in close proximity to external walls, k) make provision for the drainage of sites that are waterlogged or seasonally waterlogged, and l) be capable of being readily cleaned and maintained.

WEST ELEVATION

Windows and Doors: ∑ All external doors & windows to be Aluminium ∑ Pre-cast reinforced concrete lintels are to be built into brick work above all horizontal openings (max. 3m opening) unless otherwise specified by engineer. ∑ Brickforce built in between each course for a min of 5 courses above lintels. ∑ All glazing is to be 6mm safety glazing unless otherwise specified. ∑ Solar control glazing - Pilkington Solar E Grey Plus 6mm glazing with SHGC of 0.34 or lower ∑ Opaque glass in bathroom windows conforming to SANS/SABS 0137-2000 Code of Practice. ∑ Windows to conform to the Mechanical Performance Criteria of SANS 613. ∑ Prestressed, precast R.C lintels over all openings (to a maximum of 3000mm), with a minimum of 4 courses brickwork above with brickforce in every course.

ERF:44727

OFFICE / STORE / LAUNDRYEXISTING STORE AREA: 14,2m² NEW ADDITIONS: 6,7m² + 31,1m² = 37,8m² 52,0m² TOTAL: WIDTH

3 572

N: Glazing ∑ All glazing to comply with SANS 10400 PART N ∑ Safety glazing materials that comply with SANS 1263-1 shall be used where; a) doors and sidelights form part of any entrance up to 2 100 mm from finished floor level; b) a window has a sill height of less than 500 mm from the floor or external ground level; c) a window has a sill height of less than 800 mm from the floor or external ground level without any permanent barrier that prevents persons from coming into contact with the glass panel, and is so placed that persons are likely, on normal traffic routes, to move directly towards such window; d) a bath enclosure or shower cubicle is glazed, or where glazing occurs immediately above and within a distance of 1 800 mm horizontally or vertically from a bath or shower; e) glazing is used in any wall or balustrade to (or immediately adjacent to) a stairway, ramp, landing, pathway, patio, veranda or balcony; f) glazing is used within 1 800 mm of the pitch line of a stairway or the surface of a ramp, landing, pathway, patio, veranda or balcony; g) glazing applications are sloped or horizontal;

L: ROOF ∑ Any alteration to exist roof structures/all new roof structures to be Grade 6, Class A SA Pine. ∑ All roof truss designs, support beams/posts and fixing methods to be designed and specified by Structural Engineer. ∑ All new work is to be in strict accordance with SANS 10400 Part L ∑ All roof and ceilings heights comply with the provisions of 4.3 of SANS 10400-C:2016 ∑ Gutters and downpipes, where provided, are sized in accordance with the requirements of SANS 10400-R. ∑ The fire resistance and combustibility of the roof assembly or any ceiling assembly are in accordance with the requirements of SANS 10400-T. ∑ Roof design to engineer’s drawings & specifications.

SCALE 1:100

EAST ELEVATION SOUTH ELEVATION

110 4 506

5 806

280

5 500

J: FLOOR SLABS ∑ New ground floor slabs are to be cast at a minimum of 120mm thick reinforced in accordance with engineer's specification, laid on 375micron Damp Proof Membrane, turned up around the perimeter at least the full thickness of the slab, on maximum 150mm well compacted sand, on clean well compacted fill layers not more than 150mm in thickness. ∑ New first floor slabs are to be a minimum of 170mm insitu reinforced concrete in strict accordance with engineer's details. ∑ All new work is to be in strict accordance with SANS 10400 Part J ∑ 30mm screed on 100mm reinforced concrete slab on, D.P.C 375 micron black plastic, on 50mm soil blinding, on 150mm compacted earth 95% AASHTOO.

15 740mm BOUNDARY

SECTION A - A

103

REV

B 2023/01/ 'Ground Leve 17 'Ground Store EGL shown on Elevations.

MAX FLOOR SPACE: 1500,0m² MAIN BUILDINGEXISTING HOUSE AREA (GROSS): 204,3m² NEW ADDITION (GROSS): 21,1m² NEW VERANDAH: 18,4m² 243,8m² TOTAL:

WEST ELEVATION

H: FOUNDATIONS All new work is to be in strict accordance with SANS 10400 Part H Foundations. ∑ All new foundations are to be min 15mpa at 28 days (1:4:5 coarse aggregate) at min 200mm thick. ∑ All foundation walls below NGL are to have sub-soil drainage "geo-pipe" (wrapped in "Bidum" cloth with clean sand all round) laid next to wall, on the upward slope, to drain any possible water build up. DPC min 150mm above NGL & FGL. ∑ All new foundation walls to be in strict accordance with SANS 10400 Part KK9 Foundation Walls.

Existing sliding gate

SCALE 1:100

New 600x1800 window

G: EXCAVATIONS ∑ All work is to be in strict accordance with SANS 10400 Part G

ERF:44719 743,46m²

100

EGL ±0,000

foundations toto new foundations engineers specs. specs. engineers

New 1000x1800 window

280

10 351

3 282

F: SITE OPERATIONS ∑ All to comply with SANS 10400 Part F and to be certified by the Main Contractor. ∑ Property owner(s) to familiarize themselves with SANS 10400 F

1 769 110

280 3 112 1 599 280

5 500

E: DEMOLITION WORK All work is to be in strict accordance with sans 10400 PART E demolition work. ∑ All demolition to be approved by structural engineer.

∑

3 500mm BUILDING LINE

new foundations foundations to to engineers specs.

2 090

ERF:44718

5 322

GROUND FLOOR PLAN

New 1000 x 1200 window

DATE

A 2022/12/ 'Pergola' chan 20 Parapet wall h

BUILDING LINES STREET BOUNDARY: 3,5m COMMON BOUNDARIES: 3m

New 4500 x 2100 door

Exist. 600 x 900 window

BOUNDARY LINE

3 661

3 560

3 000 280 9 131

4 521

5 500 Exist. 1800 x 1200 window New 3100x 2100 door with sidelights

280

Ground storey level +0,200

EGL ±0,000

PROCEED ONCE THE PROBLEM HAS BEEN RES

REVISIONS

BOUNDARY LINE

1 935

Existing vibracrete wall

3 572

230

plastered and painted

2 100

2 202

existing tree to remain

NEW PAVING 170,9 m2

1 285 110

2 500

New 600 x 1800 window

9 032

50.6m to Park Road intersection

RE New 600 x 900 window

Existing boundary wall

FORTH ROAD

SCALE 1:100

New steel beam over as per engineer

280

3 995

to existing municipal sewer connection

100

110

new ss & vp

Existing vibracrete boundary wall

2 600

3 000mm BUILDING LINE

2 890

new BIC 280

15 740mm BOUNDARY

new BIC

Exist. door & window removed

Demolish existing wall

ex. MH

ROOF AND SITE LAYOUT

NEW EN-SUITE NEW DRESSING TILES ROOM 8,4 m2 TILES whb 7,2 m2 wc

Parking 04

Existing vibracrete boundary wall

50.6m to Park Road intersection

Demolish existing wall

3 000mm BUILDING LINE

to existing municipal sewer connection

1 235

NEW BEDROOM 2 TILES 21,6 m2

3 000mm BUILDING LINE

EXISTING MAIN BEDROOM TILES 24,5 m2

NEW EN-SUITE 2 TILES 6,9 m2

New 1200 x 1800 window

Existing sliding gate

Existing boundary wall

2 720

Existing vibracrete boundary wall

ex. MH

280

2 500

whb

1 647

ERF:44719 743,46m²

110

C: DIMENSIONS ∑ All to comply with sans 10400 PART C ∑ All dimensions and levels are to be checked on site prior to setting out. ∑ Do not scale, refer only to figure dimensions.

∑

280

3 500mm BUILDING LINE

853

Demolish existing wall

4 526

A 301

PASSAGE TILES 8,5 m2

280

Parking 03

Demolish existing wall

Existing low boundary wall

new gulley

A 301

280

Existing low boundary wall

30° fall

Existing vibracrete boundary wall

3 000mm BUILDING LINE

A 301

2 902

EXIST. BATHROOM 1 wc TILES 7,2 m2

New window

7 292

NEW ENTRANCE LOBBY TILES 10,3 m2

New 1200 x 1800 window

New window

2 772

new ss & vp

110

new gully

EXISTING BEDROOM 1 TILES 17,9 m2

B: STRUCTURAL DESIGN ∑ All material, installation and maintenance to comply with SANS 10400 B, and shall be sabs approved for intended purpose. ∑ All structural work including foundations, ground slabs, suspended R.C. floors, staircases, and all roof truss designs and fixing detailing to be done strictly to engineer's design and specifications. ∑ Connections between existing and new structures or alterations to existing structures to be designed and methods to be specified by structural engineer. This applies to excavation, retaining walls, protection, waterproofing and support of new and existing structures.

2 500

NEW COVERED CARPORT

new BIC

30° fall

2 656

30° fall

New window

Parking 02

whb

ex. MH

230

2 772

ex. MH

exist. ss & vp

EXISTING DINING ROOM TILES 27,3 m2

1 879

30° fall

New window

Exist. window sh removed wc

47 230mm BOUNDARY

20 487

3° fall

ex. MH

sink

3 282 exist. gully

NEW SCULLERY TILES 8,3 m2

exist. gully

110

47 230mm BOUNDARY

exist. gully ex. MH

110

Exist. window removed

110 2 400

30° fall

3 460

New 1000x1200 window

COMMENCING WITH ANY WORK.

5. DRAWING NOT TO BE SCALED.

REV.

ZONING: SINGLE RESIDENTIAL 1 - CONVENTIONAL MAX HEIGHT ABOVE EXIST. GROUND LEVEL: TO WALLPLATE: 9m TO TOP OF ROOF: 11m PARKING REQUIREMENTS: Main Dwelling House (SR1 Zoning) 2 bays per dwelling unit Parking accommodated: 4 bays in parallel arrangement

DPC

900

6 621

ERF:44721

Electric stove

280

EXISTING LOUNGE TILES 22,6 m2

Exist. window

ERF:44718

47 230mm BOUNDARY

ERF:44721

3° fall

30° fall

sink EXISTING KITCHEN EXTENDED TILES 23,6 m2

NEW DRESSING ROOM

New 600x1800 window

New window

ex. new MH gully

Movable screen

30° fall

Parking 01

5 500

New 4500x2100 door with support beam over as per engineer.

103 D2

4 610

2 280

18,4 m2

sink

ex. new MH gully

Ex. garage to be demolished.

NEW MAIN EN-SUITE

2 050 FFL to u/s beam

103 D2

3° fall

2 860 7 501

NEW VERANDAH

NEW BEDROOM 2

DPC

Ceiling height +2,800

NATIONAL BUILDING REGULATIONS.

3. ALL RELEVANT DETAILS, LEVELS AND DIMEN

4. ALL DISCREPENCIES TO BE REPORTED TO TH

MAIN HOUSE WINDOW SCHEDULE

GENERAL NOTES: ∑ The design on this drawing is copyright and remains the property of the architect. All work to be carried out strictly in accordance with municipal regulations. ∑ All relevant details, levels, dimensions to be checked on site before commencement of work. ∑ No part of the proposed building is to encroach beyond the existing site boundaries. ∑ All notes to refer to sans10400. ∑ Any discrepancies related to the whole of the works to be brought to the attention of the architect, prior to construction and within reasonable time to find a solution.

280

New window

9 195

±0,000 GROUND LEVEL

OFFICE / STORE / LAUNDRYEXISTING STORE AREA: 14,2m² NEW ADDITIONS: 6,7m² + 31,1m² = 37,8m² 52,0m² TOTAL:

280

New 1500 x 2100 door with sidelight

103 D2

NEW STUDY TILES 13,8 m2

3 133

New window

3 000mm BUILDING LINE

New door

Ground storey level +0,200

MAX FLOOR SPACE: 1500,0m² MAIN BUILDINGEXISTING HOUSE AREA (GROSS): 204,3m² NEW ADDITION (GROSS): 21,1m² NEW VERANDAH: 18,4m² 243,8m² TOTAL:

Demolish existing wall NEW STORE / LAUNDRY TILES 11,5 m2

+3,230 U/S OF CEILING

BUILDING LINES STREET BOUNDARY: 3,5m COMMON BOUNDARIES: 3m

7 743

exist. gully

Ex. garage to be demolished.

NEW VERANDAH 2 750

280

sink

clearer indicate intended use. Parking dimensioned.

New timber carport roof: Translucent IBR sheets @ 3° pitch on 50x76mm purlins running @450mm cc's on 76x152mm rafters supported on 230mm brick wall. To engineer's details and specification and all timber to comply with SANS 10082.

Roof height +6,101

plastered and painted

Existing window

6 194 New 1 000 window W

4 195

6 194

280 280

New door

MAX HEIGHT ABOVE EXIST. GROUND LEVEL: TO WALLPLATE: 9m TO TOP OF ROOF: 11m PARKING REQUIREMENTS: Main Dwelling House (SR1 Zoning) 2 bays per dwelling unit Parking accommodated: 4 bays in parallel arrangement

1 081

New door

RE 1 500

3 080

4 599

4,1 m2

run ng drainage

existing drainage run

110

wc whb EXIST. BATHROOM TILES 4,6 m2

existi

3° fall 3° fall

1 200

280 Existing door

Existing window RE

3° fall

103 D2

4 950 280

sink

47 230mm BOUNDARY

Exist. window

ERF:44720 existing drainage run

ERF:44720

Existing vibracrete boundary wall

exist. gully

3 000mm BUILDING LINE

existi

run ng drainage

EXISTING STAFF BEDROOM TILES 11,8 m2

3 000mm BUILDING LINE

rise winter sun

3° fall RE

EXISTING STAFF QUARTERS TILES 22,6 m2

sum me su r su m nri se m er w in d

Existing vibracrete boundary wall

exist. gully

3 000mm BUILDING LINE

+6,101 ZONING: SINGLE RESIDENTIAL 1 - CONVENTIONAL APPROX. ROOF APEX

NORTH

exist. gully

New cement tile roof to match existing: 30° pitch on 38x38mm timber battens spaced @ 350mm cc's with undertile REVISIONS membrane below, on engineered REV. DATE REVISION DETAILS BY cc's tied to 114x38mm trusses @ 750mm plates, asAC per engineer's A 2022/12/ 'Pergola' changed towall 'Verandah'. specifications. 20 'Office' changed to 'Study' to PROCEED ONCE THE PROBLEM HAS BEEN RESOLVED.

3 572

whb wc EXIST. EN-SUITE TILES 5,4 m2

5. DRAWING NOT TO BE SCALED.

BOUNDARY LINE

RE Exist. window

Existing vibracrete boundary wall

1. THIS DESIGN IS COPYRIGHT AND REMAINS T

2. ALL WORK TO BE CARRIED OUT IN STRICT AC

PROJECT INFORMATION: Registered Owner: A.B. ASMALL FAMILY TRUST ERF: 44719 STREET ADDRESS: 5 FORTH ROAD SUBURB: RONDEBOSCH ERF AREA: 743,46m²

COMMENCING WITH ANY WORK.

3 572

15 740mm BOUNDARY Existing vibracrete boundary wall

in r ra te in w win ter sun se t

15 740mm BOUNDARY

NOTE:

NATIONAL BUILDING REGULATIONS. 3. ALL RELEVANT DETAILS, LEVELS AND DIMENSIONS TO BE CHECKED ON SITE BEFORE 4. ALL DISCREPENCIES TO BE REPORTED TO THE ARCHITECT IMMEDIATELY, WORK TO

3 030

4 950

PROJECT INFORMATION: Registered Owner: A.B. ASMALL FAMILY TRUST ERF: 44719 STREET ADDRESS: 5 FORTH ROAD SUBURB: RONDEBOSCH ERF AREA: 743,46m²

BOUNDARY LINE

ERF:44729

6 866

BOUNDARY LINE

ERF:44728

7 947

BOUNDARY LINE

1 189

summer sunset

ERF:44727

2. ALL WORK TO BE CARRIED OUT IN STRICT ACCORDANCE TO MUNICIPAL AND

ERF:44729

BOUNDARY LINE

2 ERF:44728

BOUNDARY LINE

1 ERF:44727

LOCAL AUTHORITY DRAWINGS

PAGE 5 |

DISCIPLINE:

DRAWING N

ERF:44728 ERF:44727

1 189

7 947

ERF:44729

6 866

4 950

6 NOTE:

NOTE:

1. THIS DESIGN IS COPYRIGHT AND REMAINS THE PROPERTY OF THE ARCHITECT. 1. THIS DESIGN IS COPYRIGHT AND REMAINS THE PROPERTY OF THE ARCHITECT. 2. ALL WORK TO BE CARRIED OUT IN STRICT ACCORDANCE TO MUNICIPAL 2. AND ALL WORK TO BE CARRIED OUT IN STRICT ACCORDANCE TO MUNICIPAL AND NATIONAL BUILDING REGULATIONS. BEFORE COMMENCING WITH ANY WORK.

Existing vibracrete boundary wall

Exist. window

Roof area: 28m²

+3,230 1 U/S OF CEILING

280

1 081

1 500

whb

3 661

NEW STORE TILES 12 m2

±0,000 0 GROUND LEVEL

WEST ELEVATION 2

WEST ELEVATION

SCALE 1:50

201

SCALE 1:50

3 395 New Construction

Roof area: 106m²

New timber pergola: Translucent IBR sheets @ 3° pitch on 50x76mm purlins running @450mm cc's on 76x152mm rafters supported on 230mm brick wall. To engineer's details and specification.

280 280

47 47 230mm 230mm BOUNDARY BOUNDARY

SCALE 1:50

201

2 400

2 500

New 600x1800 window

100mm Ø rwdp

2 500

100mm Ø rwdp

W03/1

plastered and painted

BOUNDARY LINE 2 400

2 400

5 510 plastered plastered and painted and painted

plastered and painted

Existing window

2 400

foundations to engineers specs.

125mm gutter with 100mmØ downpipes. Gutters to be painted white. Downpipes to be painted the exterior wall colour. Exist. window removed

Roof height +6,101

IF THE ABOVE DIMENSION DOES NOT MEASURE FIVE CENTIMETERS IF THE (5 cm) ABOVE DIMENSION DOES NOT MEASURE FIVE CENTIMETERS (5 cm) EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR EXACTLY, REDUCED, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELLED SCALES. AFFECTING ALL LABELLED SCALES.

BOUNDARY LINE

125mm gutter with 100mmØ downpipes. Gutters to be painted white. Downpipes to be painted the exterior wall colour.

TILES 24,5 m2

Roof height +6,101

+6,101 2 APPROX. ROOF APEX

New timber carport: Translucent IBR sheets @ 5° pitch on 52x76mm purlins running @1000mm cc's on 228x52mm rafters at 1000mm cc's. Rafters fixed to 231x70 (GR8) laminated New timber pergola: timber beam. Existing pergola timber to be reTimber beam to be fixed to the external used. New roof sheeting to be house wall on one side, and supported fitted. To engineer's details and by a 76mmØ galvanised post. As per specification. engineer's drawing

1 081

New roof extensions to match existing.

3 280

+6,101 2 APPROX. ROOF APEX

ACG ARCHITECTS (PTY) LTD Roof area: 113m²

3 395 New Extension

Roof area: 113m²

3 395 New Extension

Exist. window removed

Ceiling height +3,230

New 600x1800 window

100mm Ø rwdp

2210 House Junaid Asmall DRAWING TITLE:

Ground level +0,200

NEW ENTRANCE LOBBY TILES 8,7 m2

PROJECT NO.:

2210 House Junaid Asmall 2210

2210

ELEVATIONS

±0,000 0 GROUND LEVEL

A0PRINT PAPER SIZE

CHECKED:

DATE FIRST ISSUED: DRAWN:

2023/06/23 AC

REG #:

REG #

REG #:

CHECKED:

DATE FIRST ISSUED:

2023/06/23

REG #

DRAWING STATUS:

FOR CONSTRUCTION

DISCIPLINE:

DRAWING NUMBER:

REVISION: DISCIPLINE:

DRAWING NUMBER:

REVISION:

201

A 02

201

Existing sink removed & gulley demolished

1 120

11 670 670

PASSAGE TILES 9,0 m2

Remove & store existing fireplace

900

Exist. window removed

Demolish existing walls

695

110 110

280 280

100mm 100mm Ø Ø rwdp rwdp

PROJECT PROJECT: NO.:

DRAWING TITLE:

ELEVATIONS

exist. gully

265 265 11 670 670

Demolish existing patio slab and pergola

Existing sanitaryware removed

Demolish existing walls

Exist. window removed

Remove existing door

Demolish existing walls

NEW DRESSING ROOM

Exist. window removed

Demolish exist. steps

W3 Exist. window removed

1 150

New boundary wall

NEW BEDROOM 2 Laminate / Engineered Timber 22,9 m2

TILES 6,0 m2

14 618

1 850

3 000

Demolish portion of existing vibracrete wall

Exist. door & window removed

2 590

173,0 m2

Demolish existing wall

Existing vibracrete boundary wall

Demolish existing wall

EXISTING MAIN BEDROOM Laminate / Engineered Timber 24,2 m2

695

5 040

8 380

NEW EN-SUITE 2 TILES 6,8 m2

Demolish existing wall

280

Existing sanitaryware removed

Demolish existing wall

280

5 444

23 0 24 2 2

winter sunrise

sum mer su sunr m ise m er w in d

ise winter sunr

2 24

sum me su r su m nris m e er w in d

ise winter sunr

sum me su r su m nris m e er w in d

0 23

NORTH

6 238

Remove existing tree

in r ra te in w win ter suns et

summer sunset

in r ra te in w win ter sun se t

summer sunset

1 900

135° 1 748

PROJECT:

Ex. garage to be demolished.

650

Exist. window removed & bricked up. Wall to remain.

230

ERF:44719 743,46m²

be removed

plastered and painted

Exist. window removed

55 860 860

Demolish existing steps

summer sunset

2 135

100mm Ø rwdp

New 600x1800 window

New 1000x1800 window

2 400

100mm Ø rwdp

New 1000x1800 window

100mm Ø rwdp

1 400

100mm Ø rwdp

1 000

1 400

100mm Ø rwdp

1 000

44 865 865 280 280 33 910 910

55 860 860

33 365 365

22 510 510 280 280 110 110

230

New 1000 x 1800 window

3 000mm BUILDING LINE

2 400

new built in chest of drawers 280 3 000

new BIC

new door

new BIC

4 265

110

W03/4 650

Ground level +0,200

2,6 m2

110

Exist. window plastered removed and painted

750

W05/1

New 1000x900 window

3 000

W03/4

Water storage tank

1 000

NEW ENTRANCE TILES 3,4 m2

100mm Ø rwdp

Exist. window removed

New 1000x900 window

50Ø

Exist. W05/2 window removed

W05/1

New 1000x900 window

GUEST WC TILES

New 600x1800 window

W02/4

Water storage tank

4NOTE: 1. THIS DESIGN IS COPYRIGHT AND REMAINS THE PROPERTY OF THE ARCHITECT. 2. ALL WORK TO BE CARRIED OUT IN STRICT ACCORDANCE TO MUNICIPAL AND NATIONAL BUILDING REGULATIONS. 3. ALL RELEVANT DETAILS, LEVELS AND DIMENSIONS TO BE CHECKED ON SITE BEFORE COMMENCING WITH ANY WORK. 4. ALL DISCREPANCIES TO BE REPORTED TO THE ARCHITECT IMMEDIATELY, WORK TO PROCEED ONCE THE PROBLEM HAS BEEN RESOLVED. 5. DRAWING NOT TO BE SCALED.

4 870

NEW EN-SUITE TILES 6,5 m2

3 500mm BUILDING LINE 6 238

Exist. window removed

New 1000x900 window

1 145

3 975

ex. MH

EXISTING BEDROOM 1 Laminate / Engineered Timber 18,6 m2

E BY AC

230

REVISIONS REV. DATE REVISION DETAILS - 2023.06. Issued for construction. 24

New 600 x 1800 window

110Ø

2 600

280

50Ø New 600 x 900 window

W05/2 W01/3

New 600x900 window

New 900x2400 door

FOR CONSTRUCTION

S.O.P

100mm Ø rwdp

new gulley

min 900

Demolish existing wall

01 2023.07. Existing portion of house squared AC 11 off at North and Western elevation - New TV Lounge. Guest WC added at New Entrance, and Main Bedroom arrangement updated. New Pergola updated to re-use existing pergola timbers. New Office window made larger. Planter added behind New Store to control water levels.

50Ø

New 1200 x 1800 window

SCALE 1:50

201

301

110Ø

W02/4

D07/1

new wt

Parking 03

whb

100mm Ø rwdp

NEW DRESSING ROOM TILES 6 m2

New 600x900 window

New 900x2400 door

S.O.P

1 200

NEW EN-SUITE TILES 7 m2

Exist. window removed

W01/3 D07/1

New 1000x1400 new window min 900 wt

A.B. ASMALL FAMILY TRUST

DRAWN:

EXIST. BATHROOM 1 TILES S.O.P 4,8 m2

02 2023.07. Existing Bathroom 1 & New En21 Suite 2 layouts updated with client. Oven moved as per electrical layout.

NEW BEDROOM 2 Laminate / Engineered Timber 23 m2

280

80mm Ø rwdp

NEW PAVING

5 cm ACTUAL

2 600

03 2023.10. Rainwater downpipes indicated 18 on plan along with their sizes. Kitchen window sizes updated. Position of outside wash trough and water storage tank updated. Carport in front of office area added.

whb

50Ø

302

EXISTING MAIN BEDROOM Laminate / Engineered Timber 24 m2

1 145

new desk

Parking 06

new door

IF THE ABOVE DIMENSION DOES NOT MEASURE FIVE CENTIMETERS (5 cm) EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELLED SCALES.

110Ø

ACG ARCHITECTS (PTY) LTD

CAPE TOWN:

398 ALBERT ROAD

SALT RIVER CIRCLE

SALT RIVER

PO BOX 70 WOODSTOCK 7925

E-MAIL: acg@acgarchitects.co.za

FAX.: +27 21 448 6621

TEL.: +27 21 448 6615

2210

PROJECT NO.:

DATE FIRST ISSUED:

2023/06/24

REVISION:

C:\Users\adriaana\ACG Architects\Jobs - Documents\2210 House Junaid\Drawings\01 Current\2210 House Junaid Asmall.pln

FILE PATH:

CLIENT:

A.B. ASMALL FAMILY TRUST

PROJECT:

2210 House Junaid Asmall

DRAWING TITLE:

CHECKED:

REG #:

GROUND FLOOR PLAN B

DRAWING NUMBER:

102

PRINT PAPER SIZE

DRAWN:

REG #:

DRAWING STATUS:

FOR CONSTRUCTION

DISCIPLINE:

new gully

NEW EN-SUITE 2 TILES 7 m2 Ø 50

SOUTH ELEVATION

SCALE 1:50

280 280

New New 1000 1000 xx 1800 1800 window window

shower bath

11 200 200

wc wc

New New 600 600 xx 900 900 window window

11 200 200

11 670 670

New New 600 600 xx 900 900 window window

new new BIC BIC

2 555

ex. MH

10 10 220 220

New New 2510x 2510x 2400 2400 door door with with sidelights sidelights

33 365 365

new new BIC BIC

745 745

SCALE 1:50

900

SOUTH ELEVATION 4

201

1 200

New New DB DB

W W

New New 600x900 600x900 window window

New New 1000 1000 xx 1800 1800 window window

GROUND STOREY

plastered and painted

W06/1 Exist. window removed

A.B. ASMALL TRUST Existing treeFAMILY to

8 280

new BIC new door

1 115

650

CLIENT:

new gulley

2 130

new door

plastered and painted

E-MAIL: acg@acgarchitects.co.za FILE PATH:

CLIENT:

GUEST WC TILES 2 3 m2

NEW PERGOLA

110

W06/1

New 1000x1400 new window covered patio

FAX.: +27 21 448 6621

FILE PATH:

PRINT PAPER SIZE

PASSAGE TILES 2 9 m2

Parking 05

900

new door

650

patio

ise winter sunr

50Ø 50Ø

EXIST. BATHROOM 1 TILES 2 50 5 m2 Ø

102

in r ra te in w win ter sun se t

110

New

8 280 2 100

2 100

1500x2100 NEW TV LOUNGE door ROOM TILESnew D08/1 29,0 covered m2

Existing window

D08/1

TEL.: +27 21 448 6615

E-MAIL: acg@acgarchitects.co.za

DRAWING STATUS:

sum me su r su m nris m e er w in d

New 1500x2100 door

Existing window

SALT RIVER PO BOX 70 WOODSTOCK 7925

TEL.: +27 21 448 6615

C:\Users\adriaana\ACG Architects\Jobs - Documents\2210 House C:\Users\adriaana\ACG Architects\Jobs - Documents\2210 House +3,230 Junaid\Drawings\01 Current\2210 House Junaid Asmall.pln Junaid\Drawings\01 Current\2210 House Junaid Asmall.pln 1 U/S OF CEILING

NEW SCULLERY TILES 8,6 m2

NEW ENTRANCE LOBBY TILES 2 9 m2 1 105

Existing windows

398 ALBERT ROAD SALT RIVER CIRCLE

SALT RIVER PO BOX 70 WOODSTOCK 7925 FAX.: +27 21 448 6621

plastered and painted

CAPE TOWN:

398 ALBERT ROAD SALT RIVER CIRCLE

±0,000 0 GROUND LEVEL

NEW ENTRANCE TILES 2 3 m2

new door

whb

plastered and painted

ACG ARCHITECTS (PTY) LTD

CAPE TOWN:

New timber pergola: Existing pergola timber to be reused. New roof sheeting to be fitted. To engineer's details and specification.

3 280

New roof extensions to match existing.

5 cm ACTUAL

Demolish existing wall

BOUNDARY LINE

NEW DINING ROOM TILES 20,6 m2

EXISTING KITCHEN EXTENDED

BOUNDARY LINE

ERF:44718 ERF:44718

99 145 145

280 280 New New concrete concrete beam beam over over as as per per engineer engineer

22 655 655

5 510 W03/2

5 cm ACTUAL

EXISTING BEDROOM 1 Laminate / Engineered Timber 2 19 m2

110Ø 110Ø

New New 1000x1200 1000x1200 window window

W03/1

plastered and painted

13 13 055 055

C C

201

Existing windows

whb

New 1000x1200 window

Line of wall in background.

D01/1

New 600x1800 window

280 280

33 630 630 55 510 510 New New 600x1800 600x1800 window window

NORTH ELEVATION

New New 600x1800 600x1800 window window

301 301

55 065 065

33 000 000 New New 1000 1000 xx 1400 1400 window window 55 395 395 11 240 240

W03/2 plastered New 2510x2400 and painted door

22 510 510

W01/1 Line of wall in background. New 600x900 window

280 280

W01/2 W02/1New 2510x2400 door New 600x900 window D01/1

New 1000x1800 window

foundations to engineers specs.

NORTH ELEVATION 3

NORTH

47 47 230mm 230mm BOUNDARY BOUNDARY

New 600x900 window

Ceiling height +3,230

summer sunset

3 33 365 365

New 600x900 window

sink

exist. gully 265 265

W02/2

foundations to engineers specs.

303 Parking 04

510

22 020 020

existing window W01/1 bricked up

W01/2 W02/1

New 1000x1800 New 1000x1800 window window

Ø 50 50Ø

NEW SCULLERY TILES 2 9 m2

ex. MH

230

existing window bricked up plastered and painted

100mm Ø rwdp

2 700

650 W02/2

New 1000x1800 window

Ground level +0,200

New timber carport: Translucent IBR sheets @ 5° pitch on 52x76mm purlins running @1000mm cc's on 228x52mm rafters at 1000mm cc's. Rafters fixed to 231x70 (GR8) laminated timber beam. Timber beam to be fixed to the external house wall on one side, and supported by a 76mmØ galvanised post. As per engineer's drawing

NEW TV LOUNGE ROOM TILES 2 29 m2

615

230

1 081

Roof area: 14m²

NEW COVERED PATIO TILES 27,4 m2

3 460

280

New roof extensions to match existing.

1 081

3 560

New timber pergola: Translucent IBR sheets @ 3° pitch on 50x76mm purlins running @450mm cc's on 76x152mm rafters supported on 230mm brick wall. To engineer's details and specification.

Roof area: 14m²

plastered and painted

Ground level +0,200

New wt

exist. gully

Existing low boundary wall

W06/2 New 1000x1400 window

33 280 280

New 1000x1400 window

+3,230 1 U/S OF CEILING

new door

23 23 665 665

201

Roof area: 106m²

Ceiling height +3,230

stove

100mm Ø rwdp

W06/2 D06/1

BOUNDARY LINE

80mm Ø rwdp

100mm Ø rwdp

ex. MH

D10/1

Parking 02

5 399

NEW DINING ROOM TILES 2 21 m2

EXISTING KITCHEN EXTENDED TILES 2 25 m2

New door

D10/2

Roof height +6,101

sink

New door

BOUNDARY LINE

280

3 560

125mm gutter with 100mmØ downpipes. Gutters to be painted white. Downpipes to be painted the exterior wall colour.

Roof height +6,101

foundations to engineers specs.

Parking 01

New 4500x2100 door

new gully

D06/1

EAST ELEVATION

201

650

eye-level oven

New 1000x900 window

±0,000 0 GROUND LEVEL

SCALE 1:50

102

600

New door D10/1

EAST ELEVATION1

New 2000x1200 window

NEW PERGOLA OVER

100mm Ø rwdp

D10/2

New 1000x900 window Ground level +0,200

±0,000 0 GROUND LEVEL

100mm Ø rwdp

New window 1000 x 1400

2 400

2 400 Ground level +0,200

W05/3 New door

80mm Ø rwdp

New support wall for pergola

2 090

80mm Ø rwdp

Existing door to be bricked up

New 600x1800 window

100mm Ø rwdp

plastered and painted

201

3 395 New Construction

NEW COVERED PATIO TILES 2 27 m2

600 W05/3

New 2000x900 window

125mm gutter with 100mmØ downpipes. Gutters to be painted white. Downpipes to be painted the exterior wall colour.

3 000

14 m2

200

Roof area: 28m²

Ceiling height +3,230

600 W08/1

New support wall for pergola

New 1500 x 2100 door with sidelight

NEW OFFICE TILES

8 910 EQ

7 501

New door

102

200

plastered and painted

New 600x1500 window

New 600x1500 New 1000x1800 window window

New 1000x1800 window

280 W08/1 W03/3

New 2000x900 window

New 600x1800 window

W04/1

2 860

EXIST. BATHROOM TILES 5 m2

New window 3 000mm BUILDING LINE

50Ø

existing drainage run

Ø 50

exist. gully

2 750

plastered and painted

±0,000 0 GROUND LEVEL

age run

4 195

Ground level +0,200

W03/3

100mm Ø rwdp

Ground level +0,200

existing drain

100mm Ø rwdp

80mm Ø rwdp

W02/3

W04/1

+2,600

100mm Ø rwdp

New window

plastered and painted 1 645 Existing vibracrete wall

REVISION DETAILS

- AC2023.08.01 Issued for construction.

+3,230 1 U/S OF CEILING

100mm Ø rwdp

Existing window

New door

650

W02/3

Existing vibracrete boundary wall

New door

1 645 Existing vibracrete wall

Roof area: 28m²

DATE

2023.10.18 Rainwater downpipes positions indicated on 02 AC2023.10.18 Rainwater downpipes positions indicated on elevation. elevation. Window sizes at kitchen updated. Window sizes at kitchen updated. Outside wash trough and water tank position Outside wash trough and water tank position updated. updated. Carport in front of office area added. Carport in front of office area added.

new pergola

280 650

280 1 000

New IBR sheet roof to match existing roof. 3 degrees on 76x52mm purlins @ 950mm cc's on 114x38mm wall plates.

REV. BY

BOUNDARY LINE

BOUNDARY LINE New IBR sheet roof to match existing roof. 3 degrees on 76x52mm purlins @ 950mm cc's on 114x38mm wall plates.

+3,230 1 U/S OF CEILING

80mm Ø rwdp

new pergola

280 Existing door to be bricked up

3 080 4 599

New 600x1800 window

110

100mm Ø rwdp

1 200

280

2 090

4 950 280

Lintel height +2,300

80mm Ø rwdp 100mm Ø rwdp

Lintel height +2,300

REVISION DETAILS

2023.08.01 Issued for construction.

2023.08.16 Pergola height increased as indicated on the 01 AC2023.08.16 Pergola height increased as indicated on the North Elevation. North Elevation. Tiled roof reverted to original design. Tiled roof reverted to original design.

+6,101 2 APPROX. ROOF APEX

BOUNDARY LINE

+6,101 2 APPROX. ROOF APEX

BOUNDARY LINE

Roof area: 28m²

+6,101 2 APPROX. ROOF APEX

+3,230 1 U/S OF CEILING

REVISIONS DATE

E +6,101 2 APPROX. ROOF APEX

New timber pergola: Translucent IBR sheets @ 3° pitch on 50x76mm purlins running @450mm cc's on 76x152mm rafters supported on 230mm brick wall. To engineer's details and specification.

BOUNDARY LINE

TILES 12 m2

125mm gutter with 100mmØ downpipes. Gutters to be painted white. Downpipes to be painted the exterior wall colour.

BOUNDARY LINE

6 194

125mm gutter with 100mmØ downpipes. Gutters to be painted white. Downpipes to be painted the exterior wall colour.

BOUNDARY LINE

Exist. window

ERF:44720

301

C Existing window

TILES 23 m2

3 000mm BUILDING LINE

Existing door

ERF:44721 ERF:44721

5. DRAWING NOT TO BE SCALED.

+2,600

19 19 990 990

5. DRAWING NOT TO BE SCALED.

REV.

EXISTING STAFF BEDROOM

9 633

PROCEED ONCE THE PROBLEM HAS BEEN RESOLVED.

sh EXIST. EN-SUITE TILES 5 m2

EXISTING STAFF QUARTERS

PROCEED ONCE THE PROBLEM HAS BEEN RESOLVED.

REVISIONS

whb

exist. gully

301

BEFORE COMMENCING WITH ANY WORK.

4. ALL DISCREPANCIES TO BE REPORTED TO THE ARCHITECT IMMEDIATELY,4.WORK ALL DISCREPANCIES TO TO BE REPORTED TO THE ARCHITECT IMMEDIATELY, WORK TO

NATIONAL BUILDING REGULATIONS.

3. ALL RELEVANT DETAILS, LEVELS AND DIMENSIONS TO BE CHECKED ON SITE 3. ALL RELEVANT DETAILS, LEVELS AND DIMENSIONS TO BE CHECKED ON SITE

15 740mm BOUNDARY

Existing sliding gate

new covered entrace

Existing boundary wall

Demolish existing wall

15 740mm BOUNDARY to existing municipal sewer connection

SCALE 1:50

DEMOLITION LAYOUT

100

SCALE 1:50

1. THIS DESIGN IS COPYRIGHT AND REMAINS THE PROPERTY OF THE ARCHITECT.

NOTE:

NATIONAL BUILDING REGULATIONS.

2. ALL WORK TO BE CARRIED OUT IN STRICT ACCORDANCE TO MUNICIPAL AND

3. ALL RELEVANT DETAILS, LEVELS AND DIMENSIONS TO BE CHECKED ON SITE

Issued for construction.

BEFORE COMMENCING WITH ANY WORK.

Front elevation wall to be demolished. Small walls on North and Western elevatiosn to be demolished to square off the existing portion of the house.

4. ALL DISCREPANCIES TO BE REPORTED TO THE ARCHITECT IMMEDIATELY, WORK TO

DATE REVISION DETAILS

2023.06.24

REVISIONS

2023.07.11

PROCEED ONCE THE PROBLEM HAS BEEN RESOLVED.

5. DRAWING NOT TO BE SCALED.

5 cm ACTUAL

REV.

REVISIONS

NOTE: 1. THIS DESIGN IS COPYRIGHT AND REMAINS THE PROPERTY OF THE ARCHITECT. 2. ALL WORK TO BE CARRIED OUT IN STRICT ACCORDANCE TO MUNICIPAL AND NATIONAL BUILDING REGULATIONS. 3. ALL RELEVANT DETAILS, LEVELS AND DIMENSIONS TO BE CHECKED ON SITE BEFORE COMMENCING WITH ANY WORK. 4. ALL DISCREPANCIES TO BE REPORTED TO THE ARCHITECT IMMEDIATELY, WORK TO PROCEED ONCE THE PROBLEM HAS BEENINRESOLVED. 00/00/0000 REVISION NOTES CAPS GO HERE Adriana Coetzee 5. DRAWING NOT TO BE SCALED.

EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELLED SCALES.

DATE REVISION DETAILS BY ABOVE DIMENSION DOES NOT MEASURE FIVE CENTIMETERS (5 cm) EIF THE REV.

E-MAIL: acg@acgarchitects.co.za

FAX.: +27 21 448 6621

TEL.: +27 21 448 6615

ACG ARCHITECTS (PTY) LTD

CAPE TOWN:

398 ALBERT ROAD

SALT RIVER CIRCLE

SALT RIVER

PO BOX 70 WOODSTOCK 7925

FILE PATH:

CLIENT:

C:\Users\adriaana\ACG Architects\Jobs - Documents\2210 House Junaid\Drawings\01 Current\2210 House Junaid Asmall.pln

2210

PROJECT NO.:

A.B. ASMALL FAMILY TRUST

PROJECT:

DATE FIRST ISSUED:

2210 House Junaid Asmall

2023/06/23

CHECKED:

DRAWING TITLE:

GROUND FLOOR DEMOLITION

PRINT PAPER SIZE

REVISION:

DRAWN:

DRAWING NUMBER:

REG #

DRAWING STATUS:

100

REG #:

FOR CONSTRUCTION

DISCIPLINE:

5 cm ACTUAL

IF THE ABOVE DIMENSION DOES NOT MEASURE FIVE CENTIMETERS (5 cm) EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELLED SCALES.

ACG ARCHITECTS (PTY) LTD

CAPE TOWN:

398 ALBERT ROAD

SALT RIVER CIRCLE

E-MAIL: acg@acgarchitects.co.za

FAX.: +27 21 448 6621

SALT RIVER

PO BOX 70 WOODSTOCK 7925

TEL.: +27 21 448 6615

FILE PATH:

C:\Users\adriaana\ACG Architects\Jobs - Documents\2210 House Junaid\Drawings\01 Current\2210 House Junaid Asmall.pln

CLIENT:

2210

PROJECT NO.:

A.B. ASMALL FAMILY TRUST

PROJECT:

DATE FIRST ISSUED:

2210 House Junaid Asmall

2023/06/24

CHECKED:

DRAWING TITLE:

FLOOR FINISHES LAYOUT A

PRINT PAPER SIZE

DRAWN:

REVISION:

DRAWING NUMBER:

REG #:

701

REG #:

DRAWING STATUS:

FOR CONSTRUCTION

DISCIPLINE:

BY AC

REVISIONS REV. DATE REVISION DETAILS - 2023.06. Issued for construction. 24

01 2023.07. Front elevation of house AC 11 extended by 1m. Existing portion of house squared off at North and Western elevation - New TV Lounge. Guest WC added at New Entrance, and Main Bedroom arrangement updated. New Pergola updated to re-use existing pergola timbers.

02 2023.07. Existing Bathroom 1 & New En21 Suite 2 layouts updated with client.

03 2023.08. Scullery arrangement updated. AC 10 Long window in the Kitchen changed to a narrower tall window. Drainage line indicated for the New Guest WC. Drainage connection at the Main En-Suite updated to connect to the same line.

04 2023.10. Rainwater downpipes indicated 18 on plan along with their sizes. Kitchen window sizes updated. Position of outside wash trough and water storage tank updated. Carport in front of office area added.

5 cm ACTUAL

IF THE ABOVE DIMENSION DOES NOT MEASURE FIVE CENTIMETERS (5 cm) EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELLED SCALES.

ACG ARCHITECTS (PTY) LTD

CAPE TOWN:

398 ALBERT ROAD

E-MAIL: acg@acgarchitects.co.za

FAX.: +27 21 448 6621

SALT RIVER CIRCLE

SALT RIVER

PO BOX 70 WOODSTOCK 7925

TEL.: +27 21 448 6615

DATE FIRST ISSUED:

2023/06/24

C:\Users\adriaana\ACG Architects\Jobs - Documents\2210 House Junaid\Drawings\01 Current\2210 House Junaid Asmall.pln

FILE PATH:

2210

PROJECT NO.:

CLIENT:

PROJECT:

A.B. ASMALL FAMILY TRUST

2210 House Junaid Asmall

CHECKED:

DRAWING TITLE:

TENDER / CONSTRUCTION DRAWINGS

REG #:

GROUND FLOOR PLAN A

PRINT PAPER SIZE

REVISION:

DRAWN:

DRAWING NUMBER:

REG #:

101

DRAWING STATUS:

FOR CONSTRUCTION

DISCIPLINE:

| PAGE 6

FLOOR FINISHES LAYOUT

701

SCALE 1:50

GROUND STOREY

101

EAST ELEVATION

201

SCALE 1:50

D10/2

D10/1

New door

D10/2

D10/1

Roof area: 28m² W06/2 D06/1 New 1000x1400 window

2 400

±0,000 0 GROUND LEVEL

600

W08/1

W05/3

plastered and painted

2 400

New support wall for pergola

2 090

New 2000x900 window

80mm Ø rwdp

W04/1

100mm Ø rwdp

New 600x1800 window

plastered and painted

±0,000 0 GROUND LEVEL

New 600x1500 window

New 1000x1800 window

New 1000x900 window

W06/2 D06/1 New 1000x1400 window

Ground level +0,200 ±0,000 0 GROUND LEVEL

±0,000 0 GROUND LEVEL

WEST ELEVATION

201

SCALE 1:50

3 201

SCALE 1:50

New 1000x1800 window

W01/1

New 600x900 window

W03/2 New 2510x2400 door

plastered and painted

Line of wall in background.

D01/1

New 1000x1800 window

plastered and painted

SCALE 1:50

B 5 cm ACTUAL

BOUNDARY LINE

125mm gutter with 100mmØ downpipes. Gutters to be painted white. Downpipes to be painted the exterior wall colour.

IF THE ABOVE DIMENSION DOES NOT MEASURE FIVE CENTIMETERS (5 cm) EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELLED SCALES.

Roof height +6,101

SOUTH ELEVATION

201

SCALE 1:50

plastered and painted

W06/1

Exist. window removed

W02/4 W01/3 D07/1

New 1000x1400 window

new wt

New 900x2400 door

min 900

New 600x900 window

W05/2

New 1000x900 window

Water storage tank 2 100

Exist. window removed

W03/4

New 1000x900 window

Exist. window removed

W03/4

DESCRIPTION

Semi solid bi-fold internal door

DESCRIPTION

Semi solid internal door

DESCRIPTION

Semi solid horizontal grooved supawood door to fit within 900x2400mm jambliner frame.

MATERIAL

Semi solid horizontal grooved supawood door to fit within 900x2400mm jambliner frame.

MATERIAL

Semi solid horizontal grooved supawood door to fit within 900x2400mm jambliner frame.

MATERIAL

Semi solid horizontal grooved supawood door to fit within 900x2400mm jambliner frame.

FRAME

Hardwood timber jambliner. 44xwall width (measure on site).

FRAME

-Hardwood timber jambliner. 44xwall width (measure on site).

FRAME

Meranti or equivalent jambliner. 44xwall width (measure on site).

FRAME

Hardwood timber jambliner. 44xwall width (measure on site).

GLAZING

TO NATIONAL BUILDING REGULATION STANDARDS

IRONMONGERY

As per specialist.

IRONMONGERY

As per specialist.

IRONMONGERY

As per specialist.

IRONMONGERY

As per specialist.

IRONMONGERY

As per specialist.

LOCATION

D01/1 (Entrance)

LOCATION

D02/1 (Existing Main Bedroom), D02/2 (New Bedroom 2), D02/3 (Existing Bedroom 1) .

LOCATION

D03/1 (New Main En-Suite), D03/2 (Existing Bathtoom 1)

LOCATION

D04/1 (New En-Suite 2), D04/3 (Guest WC).

LOCATION

D05/1 (New Scullery).

FIRE RATING

N/A

FIRE RATING

N/A

FIRE RATING

N/A

FIRE RATING

N/A

FIRE RATING

N/A

NOTES

TYPE

TOTAL REQ.

TYPE

NOTES TOTAL REQ.

NOTES

TYPE

TOTAL REQ.

TYPE

TOTAL REQ.

BOUNDARY LINE

TEL.: +27 21 448 6615 FAX.: +27 21 448 6621 E-MAIL: acg@acgarchitects.co.za

813

CAPE TOWN:

plastered and painted

650 Ceiling height +3,230

PROJECT NO.:

2210 House Junaid Asmall

2210

FILE PATH:

813

CLIENT:

ELEVATIONS

A.B. ASMALL FAMILY TRUST FINISHED FLOOR LEVEL PROJECT NO.: A0

PRINT PAPER SIZE PROJECT:

650

FIT 40x40x5mm GMS ANGLE THRESHOLD AT REBATE

DRAWING TITLE:

A ±0,000 0 GROUND LEVEL

plastered and painted

FAX.: +27 21 448 6621 PROJECT: E-MAIL: acg@acgarchitects.co.za

C:\Users\adriaana\ACG Architects\Jobs - Documents\2210 House Junaid\Drawings\01 Current\2210 House Junaid Asmall.pln

+3,230 1 U/S OF CEILING

Ground level +0,200

NOTES

Semi solid internal door

FILE PATH:

DATE FIRST ISSUED:

2023/06/23

REG #:

REG #

C INTERNAL DOOR - OTHER

EXTERNAL DOOR

DRAWING TITLE: DRAWING STATUS:

DESCRIPTION

Swartland Ready-to-Fit internal door.

DESCRIPTION

Swartland Ready-to-Fit external door.

ELEVATIONS FOR CONSTRUCTION

MATERIAL

Swartland Hardboard, Heavy Duty internal door. Presealed to manufacturer. Colour: White

MATERIAL

Swartland PD1/OB/BR FLB door. Pre-sealed to manufacturer. Colour: White

FRAME FRAME

Swartland hardwood frame code - FA1/NS. Pre-sealed to manufacturer. Colour: White

Swartland hardwood frame code - FA1/OI. Pre-sealed to manufacturer. Colour: White

IRONMONGERY

As per specialist.

IRONMONGERY

As per specialist.

LOCATION

D09/1 (New Store / Office).

LOCATION

D10/1 (Existing Outside Bathroom), D10/2 (New Store).

FIRE RATING

N/A

FIRE RATING

N/A

FINISHED FLOOR LEVEL

2210

2210 Asmall DRAWN: House Junaid CHECKED:

A0REVISION:

DRAWING NUMBER:

201

DRAWN:

2 356

Semi solid internal door

MATERIAL

SALT RIVER

PRINT DISCIPLINE:PAPER SIZE

400 310

DESCRIPTION

PO BOX 70 WOODSTOCK 7925

±0,000 0 GROUND LEVEL

INTERNAL DOOR - OTHER

Hardwood external swing door with fixed sidelights.

C:\Users\adriaana\ACG Architects\Jobs - Documents\2210 House ACG ARCHITECTS (PTY) LTD Junaid\Drawings\01 Current\2210 House Junaid Asmall.pln

Ground level +0,200

New 1000x900 window

FINISHED FLOOR LEVEL

TEL.: +27 21 448 6615

8 280

W05/1

Water storage tank

Exist. window removed

INTERNAL DOOR - BATHROOMS

A.B. ASMALL FAMILY TRUST 100mm Ø rwdp

New 1000x900 window

W05/1

FINISHED FLOOR LEVEL viewed from outside bathroom

INTERNAL DOOR - BATHROOM

SALT RIVER

New 600x1800 window

New 1000x1800 window

2 400

New 600x900 window

100mm Ø rwdp

New 900x2400 door

min 900

Exist. window removed

PO BOX 70 WOODSTOCK 7925

New 600x1800 window

new wt

New 1000x1800 window

W01/3 D07/1

New 1000x1400 window

W05/2

3. REFER TO IRONMONGERY AND SIGNAGE SCHEDULES FOR ALL WINDOWS UNLESS NOTED OTHERWISE.

44mm Hardwood external swing door

TOTAL REQ.

BY AC

01 2023.11. D04/2 Changed to D03/2. 01 D01/1 Changed to a single leaf swing door.

2. SHOP DRAWINGS ARE TO BE REVIEWED AND APPROVED BY ARCHITECT PRIOR TO MANUFACTURE.

90x70mm Hardwood frame for swing door & sidelights with sill

REVISIONS REV. DATE REVISION DETAILS - 2023.10. Issued for construction. 18

398 ALBERT ROAD CLIENT: SALT RIVER CIRCLE

100mm Ø rwdp

new covered patio

D08/1

W02/4

100mm Ø rwdp

650

New 1500x2100 door

Existing window

Exist. window removed

2 400

Existing windows

1 400

650

new covered patio

D08/1 plastered and painted

100mm Ø rwdp

Existing window

1 000

3 280 New 1500x2100 door

New roof extensions to match existing.

plastered and painted

W06/1

1 400

1 081

2 100

H 44mm x wall width jambliner

FRAME

TYPE

398 ALBERT ROAD

3 395 New Extension

8 280

18 Horizontal grooves of 4mm

SALT RIVER CIRCLE

+3,230 1 U/S OF CEILING

Roof area: 113m²

1. DIMENSIONS SHOWN ARE INDICATIVE ONLY. ALL DIMENSIONS AND WINDOW COUNTS TO BE CONFIRMED ON SITE PRIOR TO MANUFACTURE.

CAPE TOWN:

Ceiling height +3,230

New timber pergola: Existing pergola timber to be reused. New roof sheeting to be fitted. To engineer's details and specification.

18 Horizontal grooves of 4mm

MATERIAL

5 cm ACTUAL

+6,101 2 APPROX. ROOF APEX

New timber carport: Translucent IBR sheets @ 5° pitch on 52x76mm purlins running @1000mm cc's on 228x52mm rafters at 1000mm cc's. Rafters fixed to 231x70 (GR8) laminated timber beam. plastered Timber beam to be fixed to the external and painted house wall on one side, and supported by a 76mmØ galvanised post. As per engineer's drawing

IF THE ABOVE DIMENSION DOES NOT MEASURE FIVE CENTIMETERS (5 cm) EXACTLY, THIS DRAWING ACG ARCHITECTS (PTY)WILL LTD HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELLED SCALES.

Roof height +6,101

100mm Ø rwdp

New roof extensions to match existing.

Existing windows

125mm gutter with 100mmØ downpipes. Gutters to be painted white. Downpipes to be painted the exterior wall colour.

3 395 New Extension

3 280

1 000

1 081

New cement tile roof to match existing: 30° pitch on 38x38mm timber battens spaced @ 350mm cc's with undertile membrane below, on engineered Rooftrusses area: @ 750mm cc's tied to 114x38mm wall plates, as per engineer's 113m² specifications.

812

44mm x wall width jambliner

FINISHED FLOOR LEVEL

INTERNAL DOOR - BEDROOMS

NOTES

B +6,101 2 APPROX. ROOF APEX

New timber pergola: Existing pergola timber to be reused. New roof sheeting to be fitted. To engineer's details and specification.

900

812

Magnet hold

viewed from outside

EXTERNAL DOOR - ENTRANCE

2 400

DESCRIPTION

44mm x wall width jambliner FINISHED FLOOR LEVEL

FINISHED FLOOR LEVEL foundations to engineers specs. Existing window

Continuous hinge

H H

plastered and painted

2 100

NORTH ELEVATION

201

safety glass

18 Horizontal grooves of 4mm

900

1 380

FIT 40x40x5mm GMS ANGLE THRESHOLD AT REBATE

5 510

H 18 Horizontal grooves of 4mm

44mm x wall width jambliner

2 400

W03/1

H H

H safety glass

900 812

812

Timber sill

BOUNDARY LINE

705

GENERAL NOTES

Stacking position

900

1 100

2 400

Existing window

foundations to engineers specs.

BOUNDARY LINE

18 Horizontal grooves of 4mm

1 081 plastered and painted

foundations to engineers specs.

2 510 705

New roof extensions to match existing.

3 560 plastered and painted

2 356

1 081

400 310

310

W01/2

New 600x900 window

W02/1

New 600x1800 window

2 500

plastered and painted

2 500

existing window bricked up

W02/2

New 600x1800 window

D01/1

100mm Ø rwdp

New 600x900 window

plastered and painted

Line of wall in background.

New 1000x1800 window

plastered and painted

Ground level +0,200

New 2510x2400 door

W03/1

5 510

New 600x1800 window

100mm Ø rwdp

650

W03/2

W02/1 Roof area: 14m² New 600x900 window

New 1000x1800 window

foundations to engineers specs.

W01/1

New 600x1800 window

W02/2

W01/2

plastered and painted

Ground level +0,200

NORTH ELEVATION

existing window bricked up

100mm Ø rwdp

Ceiling height +3,230

100mm Ø rwdp

650

Roof area: 106m²

1 380

New roof extensions to match existing.

3 560 Roof area: 14m²

3 395 New Construction

310

Roof height +6,101

Ceiling height +3,230

2 400

2 356

3 395 New Construction

BOUNDARY LINE

125mm gutter with 100mmØ downpipes. Gutters to be painted white. Downpipes to be painted the exterior wall colour.

2 400

SCALE 1:50

2 356

New timber pergola: Translucent IBR sheets @ 3° pitch on 50x76mm purlins running @450mm cc's on 76x152mm rafters supported on 230mm brick wall. To engineer's details and specification.

WEST ELEVATION

201

2 100

400 310

New timber pergola: Translucent IBR sheets @ 3° pitch on 50x76mm purlins running @450mm cc's on 76x152mm rafters supported on 230mm brick wall. To engineer's details and specification.

Roof height +6,101

BOUNDARY LINE

1 380

BOUNDARY LINE

125mm gutter with 100mmØ downpipes. Gutters to be painted white. Downpipes to be painted the exterior wall colour.

310

SCALE 1:50

2 400

EAST ELEVATION

201

BOUNDARY LINE

2 400

W03/3

Existing door to be bricked up

100mm Ø rwdp

1 645 Existing vibracrete wall

W02/3

Ground level +0,200

New 1000x900 window

new pergola 280

W05/3 New IBR sheet roof to match existing roof. New @ 950mm cc's New 3 degrees on 76x52mm purlins door on 114x38mm walldoor plates.

+2,600 Ground level +0,200

New 600x1500 window

New 1000x1800 window 650

+3,230 1 U/S OF CEILING

2 400

+3,230 1 U/S OF CEILING

100mm Ø rwdp

2 400

New support wall for pergola

100mm Ø rwdp

600

80mm Ø rwdp

plastered and painted

BOUNDARY LI

W08/1

New 2000x900 window

80mm Ø rwdp

Ground level Lintel height +0,200 +2,300

76x152mm rafters supported new pergola on 230mm brick wall. To 280 engineer's details and specification.

2 090

W04/1

80mm Ø rwdp

W03/3 plastered and painted

Roof area: 28m²

100mm Ø rwdp

W02/3

New 600x1800 window

100mm Ø rwdp

650

1 645 Existing vibracrete wall

Existing door to be bricked up

BOUNDARY

+2,300

CHECKED:

DATE FIRST ISSUED:

2023/06/23

REG #:

REG #

DRAWING STATUS:

D09/1

NEW STORE NEW STORE TILES TILES 12 m2 12 m2 D09/1

300 900

900

1 880

600

1 000

LINTEL HEIGHT

600

Safety glass fixed

FINISHED FLOOR LEVEL

fixed

FINISHED FLOOR LEVEL

EXTERNAL ALUMINIUM WINDOW

Safety glass

fixed

FINISHED FLOOR LEVEL

EXTERNAL ALUMINIUM WINDOW

600

LINTEL HEIGHT

fixed

Safety glass

FINISHED FLOOR LEVEL

EXTERNAL ALUMINIUM WINDOW

COUNTER HEIGHT

FINISHED FLOOR LEVEL

EXTERNAL ALUMINIUM WINDOW

REVISIONS SALT RIVER CIRCLE

DESCRIPTION

OUTWARD OPENING SIDE HUNG CASEMENT WINDOW

DESCRIPTION

OUTWARD OPENING SIDE HUNG CASEMENT WINDOW

DESCRIPTION

OUTWARD OPENING SIDE HUNG CASEMENT WINDOW

DESCRIPTION

OUTWARD OPENING SIDE HUNG CASEMENT WINDOWS

DESCRIPTION

ALUMINIUM WINDOW WITH FIXED GLAZING SECTIONS

MATERIAL

POWDER COATED ALUMINIUM EXTRUSION AS PER MANUFACTURER WITH GLAZING GASKETS (NEOPRENE) & CLIP IN GLAZING BEADS

MATERIAL

POWDER COATED ALUMINIUM EXTRUSION AS PER MANUFACTURER WITH GLAZING GASKETS (NEOPRENE) & CLIP IN GLAZING BEADS

MATERIAL

POWDER COATED ALUMINIUM EXTRUSION AS PER MANUFACTURER WITH GLAZING GASKETS (NEOPRENE) & CLIP IN GLAZING BEADS

MATERIAL

POWDER COATED ALUMINIUM EXTRUSION AS PER MANUFACTURER WITH GLAZING GASKETS (NEOPRENE) & CLIP IN GLAZING BEADS

MATERIAL

POWDER COATED ALUMINIUM EXTRUSION AS PER MANUFACTURER WITH GLAZING GASKETS (NEOPRENE) & CLIP IN GLAZING BEADS

FRAME

POWDER-COATED ALUMINIUM WINDOW FRAME. WOOL PILES TO BE FITTED.

FRAME

POWDER-COATED ALUMINIUM WINDOW FRAME. WOOL PILES TO BE FITTED.

FRAME

POWDER-COATED ALUMINIUM WINDOW FRAME. WOOL PILES TO BE FITTED.

FRAME

POWDER-COATED ALUMINIUM WINDOW FRAME. WOOL PILES TO BE FITTED.

FRAME

POWDER-COATED ALUMINIUM WINDOW FRAME. WOOL PILES TO BE FITTED.

FRAME

POWDER-COATED ALUMINIUM WINDOW FRAME. WOOL PILES TO BE FITTED.

GLAZING

TO NATIONAL BUILDING REGULATION STANDARDS

GLAZING

TO NATIONAL BUILDING REGULATION STANDARDS

GLAZING

TO NATIONAL BUILDING REGULATION STANDARDS

GLAZING

TO NATIONAL BUILDING REGULATION STANDARDS

GLAZING

TO NATIONAL BUILDING REGULATION STANDARDS

GLAZING

TO NATIONAL BUILDING REGULATION STANDARDS

IRONMONGERY

POWDER-COATED ALUMINIUM HANDLE AND STAINLESS STEEL FRICTION STAYS (5 BAR)

IRONMONGERY

POWDER-COATED ALUMINIUM HANDLE AND STAINLESS STEEL FRICTION STAYS (5 BAR)

IRONMONGERY

POWDER-COATED ALUMINIUM HANDLE AND STAINLESS STEEL FRICTION STAYS (5 BAR)

IRONMONGERY

POWDER-COATED ALUMINIUM HANDLE AND STAINLESS STEEL FRICTION STAYS (5 BAR)

IRONMONGERY

POWDER-COATED ALUMINIUM HANDLE AND STAINLESS STEEL FRICTION STAYS (5 BAR)

IRONMONGERY

N/A

LOCATION

W01/1 (Guest WC), W01/2 (Main Bedroom), W01/3 (Scullery).

LOCATION

W02/1, W02/2 (Main Bedroom), W02/3 (New Bedroom 2), W02/04 (Existing Bedroom 1).

LOCATION

W03/1, W03/2 (New Dining Room), W03/3 (New Dressing Room), W03/4 (New Bedroom 2).

LOCATION

W04/1 (New Main En-Suite).

LOCATION

W05/1 (New En-Suite 2), W05/2 (Existing Bathroom 1), W05/3 (New Store).

LOCATION

W06/1 (Existing Kitchen).

FINISH COLOUR

CHARCOAL

FINISH COLOUR

CHARCOAL

FINISH COLOUR

CHARCOAL

FINISH COLOUR

CHARCOAL

FINISH COLOUR

CHARCOAL

FINISH COLOUR

CHARCOAL

NOTES

SHOP DRAWINGS TO BE SUBMITTED FOR APPROVAL

NOTES

SHOP DRAWINGS TO BE SUBMITTED FOR APPROVAL

TYPE

W04

TYPE

W06

SHOP DRAWINGS TO BE SUBMITTED FOR APPROVAL

TYPE

W01

TOTAL REQ.

NOTES

SHOP DRAWINGS TO BE SUBMITTED FOR APPROVAL

TYPE

W02

TOTAL REQ.

NOTES

SHOP DRAWINGS TO BE SUBMITTED FOR APPROVAL

TYPE

W03

TOTAL REQ.

NOTES

SHOP DRAWINGS TO BE SUBMITTED FOR APPROVAL

TYPE

W05

TOTAL REQ.

Previous window type W04 C:\Users\adriaana\ACG Architects\Jobs - Documents\2210 House changed to W05. Junaid\Drawings\01 Current\2210 House Junaid Asmall.pln Previous window type W05 changed to W06. Height and CLIENT: width changed to a taller, A.B. ASMALL narrow FAMILYwindow. TRUST New window type W07 added. Previous window type W06 PROJECT NO.: PROJECT: changed to W08.

EXTERNAL ALUMINIUM WINDOW

OUTWARD OPENING SIDE HUNG CASEMENT WINDOW POWDER COATED ALUMINIUM EXTRUSION AS PER MANUFACTURER WITH GLAZING GASKETS (NEOPRENE) & CLIP IN GLAZING BEADS

NOTES

BY AC

E-MAIL: acg@acgarchitects.co.za 10 New window type W04 added.

MATERIAL

REVISION DETAILS

FAX.: 21 448 6621 01 +27 2023.08. W01 Quantity updated.

FILE PATH:

FINISHED FLOOR LEVEL

EXTERNAL ALUMINIUM WINDOW

REV.RIVER DATE SALT

2023.08. Issued for construction. PO-BOX 70 WOODSTOCK 7925 01448 6615 TEL.: +27 21

DESCRIPTION

IF THE ABOVE DIMENSION DOES NOT MEASURE FIVE CENTIMETERS (5 cm) EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELLED SCALES. NOTE: 1. THIS DESIGN IS COPYRIGHT AND REMAINS THE PROPERTY OF THE ARCHITECT. 2. ALL WORK TO BE CARRIED OUT IN STRICT ACCORDANCE TO MUNICIPAL AND NATIONAL BUILDING REGULATIONS. 3. ALL RELEVANT DETAILS, LEVELS AND DIMENSIONS TO BE CHECKED ON SITE BEFORE COMMENCING WITH ANY WORK. 4. ALL DISCREPANCIES TO BE REPORTED TO THE ARCHITECT IMMEDIATELY, ACG ARCHITECTS (PTY)WORK LTD TO PROCEED ONCE THE PROBLEM HAS BEEN RESOLVED. CAPE TOWN: 5. DRAWING NOT TO BE SCALED. 398 ALBERT ROAD

1 400

LINTEL HEIGHT

900

LINTEL HEIGHT fixed

2 400

1 000 LINTEL HEIGHT

600

100

1 000

1 100

ALUMINIUM WINDOW SCHEDULE

900

1 817

1 817 544 1 300

750

750 D08/1

1 500

D08/1

D10/2

NOTE: NOTE: 1. THIS DESIGN IS COPYRIGHT AND REMAINS THE 1. THIS DESIGN IS COPYRIGHT AND REMAINS THE PROPERTY OF THE ARCHITECT. PROPERTY OF THE ARCHITECT. 2. ALL WORK TO BE CARRIED OUT IN STRICT 2. ALL WORK TO BE CARRIED OUT IN STRICT ACCORDANCE TO MUNICIPAL AND NATIONAL ACCORDANCE TOREGULATIONS. MUNICIPAL AND NATIONAL BUILDING BUILDING 3. REGULATIONS. ALL RELEVANT DETAILS, LEVELS AND DIMENSIONS 3. ALL RELEVANT DETAILS,ON LEVELS AND DIMENSIONS TO BE CHECKED SITE BEFORE COMMENCING TO BE CHECKED SITE BEFORE COMMENCING WITH ANYON WORK. WITH ANY WORK. 4. ALL DISCREPANCIES TO BE REPORTED TO THE 4. ALL DISCREPANCIES TO BE REPORTED ARCHITECT IMMEDIATELY, WORKTO TOTHE PROCEED ARCHITECT IMMEDIATELY, WORK PROCEED ONCE THE PROBLEM HAS TO BEEN RESOLVED. ONCE THE PROBLEM HAS 5. DRAWING NOT BEEN TO BERESOLVED. SCALED. 5. DRAWING NOT TO BE SCALED. REVISIONS REVISIONS REV. DATE REVISION DETAILS BY REV.E DATE DETAILSchanged and BY 01 2023.08. REVISION Scullery window AC 01 2023.08. Scullery window moved. changed andadded AC to 01 position Door position Scullery. moved. Door added to 01 Scullery.Kitchen window made smaller. Kitchen window made smaller. 02 2023.08. Scullery door moved to be AC 02 2023.08. Scullery door moved to be AC 10 against the wall. against Kitchen the wall.window made narrower 10 Kitchen and window made narrower taller. and taller. 03 2023.11. W06/1 Size changed. AC 03 2023.11. W06/1 changed. 01 Size W07/1 changed to W06/2 AC match 01 W07/1 changed to W06/2 match W06. W06. D01/1 Changed to a single leaf D01/1 Changed to a single leaf swing door. swing door. D03/1 Changed from a sliding to D03/1 Changed from a sliding to bi-fold door. bi-fold door. D04/2 Changed to D03/2. D04/2 Changed to D03/2. D02/1 Position updated. D02/1 Position updated.

5 cm ACTUAL

2 100

SCALE 1:50

1 500

602

600

TIMBER DOOR SCHEDULE

900

570

TOTAL REQ.

600

W05/3

1 000 570 W05/3

2 100

495 1 000

NEW OFFICE NEW OFFICETILES TILES 14 m2 14 m2

1 500

600

D10/1

300

500

600 500

D10/1

EXIST. BATHROOM TILES 1 300 5 m2 544 EXIST. BATHROOM TILES 5 m2

2 080

600 2 080

1 000

W06/1

4 355

185 900

900 495

TYPE

1 200

D06/1

NEW DINING ROOM NEW DINING ROOM TILES TILES 21 m2 21 m2

EXISTING KITCHEN EXISTING KITCHEN EXTENDED EXTENDED TILES TILES 25 m2 25 m2

185

160

115 115 115 900 900 115

500

D06/1

4 500

600

4 500

W03/1

1 890

W03/2

1 890

eye-level eye-level oven oven

1 280

1 280 1 000

W06/1

1 000 1 000 W06/2 W06/2

W03/2

800

W03/1

500

TOTAL REQ.

1 200

NOTES

TYPE

300

NOTES

1 800

2 400

201

600

1 200

600

1 800

2 400

REVISION:

600

DRAWING NUMBER:

1 200

DISCIPLINE:

2 100

FOR CONSTRUCTION

600

SCALE 1:50

1 195

SOUTH ELEVATION

201

900

2210 House Junaid Asmall

2210

DRAWING TITLE:

TIMBER DOOR SCHEDULE PRINT PAPER SIZE DRAWN:

CHECKED:

DATE FIRST ISSUED:

2023/06/24

REG #:

DRAWING STATUS:

FOR CONSTRUCTION TOTAL REQ.

DISCIPLINE:

DRAWING NUMBER:

REVISION:

602

2 000

1 390

LINTEL HEIGHT

2 600

FINISHED FLOOR LEVEL

2 510

D01/1

2 510

300

W01/2

300 600 W01/1 300 600 W01/2

POWDER COATED ALUMINIUM EXTRUSION AS PER MANUFACTURER WITH GLAZING GASKETS (NEOPRENE) & CLIP IN GLAZING BEADS

FRAME

GLAZING

TO NATIONAL BUILDING REGULATION STANDARDS

GLAZING

TO NATIONAL BUILDING REGULATION STANDARDS

IRONMONGERY

POWDER-COATED ALUMINIUM HANDLE AND STAINLESS STEEL FRICTION STAYS (5 BAR)

IRONMONGERY

POWDER-COATED ALUMINIUM HANDLE AND STAINLESS STEEL FRICTION STAYS (5 BAR)

LOCATION

W07/1 (Existing Kitchen).

LOCATION

W08/1 (New Office).

FINISH COLOUR

CHARCOAL

FINISH COLOUR

NOTES

SHOP DRAWINGS TO BE SUBMITTED FOR APPROVAL

NOTES

SHOP DRAWINGS TO BE SUBMITTED FOR APPROVAL

TYPE

W07

TYPE

W08

SCALE 1:50

1 000

W02/1

1 000

W02/1

900

1 500 900

safety glass

IF THE ABOVE DIMENSION DOES NOT MEASURE FIVE CENTIMETERS (5 cm) EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELLED SCALES.

100

Safety glass

100

2 400

IF THE ABOVE DIMENSION DOES NOT MEASURE FIVE IF THE ABOVE DIMENSION DOES NOT MEASURE FIVE CENTIMETERS (5 cm) EXACTLY, THIS DRAWING WILL CENTIMETERS cm)ENLARGED EXACTLY, THIS HAVE (5 BEEN OR DRAWING REDUCED,WILL AFFECTING HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELLED SCALES. ALLBLABELLED SCALES.

900

2 590

877

100

5 cm ACTUAL 5 cm ACTUAL EXISTING MAIN EXISTING MAIN BEDROOM BEDROOM Laminate / Engineered Timber 2 Laminate / Engineered Timber 24 m 24 m2

LINTEL HEIGHT 600

LINTEL HEIGHT

D02/2

698

5 cm ACTUAL

FINISHED FLOOR LEVEL

110

TOTAL REQ.

ALUMINIUM WINDOW SCHEDULE

2 365

1 000

900

Safety glass

FINISHED FLOOR LEVEL

200

fixed

ACG ARCHITECTS (PTY) LTD FINISHED FLOOR LEVEL

200

sill

EXTERNAL DOOR

CAPE TOWN:

200

398 ALBERT ROAD

sill

SALT RIVER CIRCLE

1 200

W02/2

1 000

SALT RIVER CIRCLE SALT RIVER SALT RIVER PO BOX 70 WOODSTOCK 7925

NEW DRESSING NEW DRESSING ROOM ROOM TILES TILES 6 m2 6 m2

1 190

W02/3 1 000

1 185

600

600 600

W04/1 600 600

W04/1 600 935

935

POWDER COATED ALUMINIUM EXTRUSION AS PER MANUFACTURER WITH GLAZING GASKETS (NEOPRENE) & CLIP IN GLAZING BEADS

MATERIAL

POWDER COATED ALUMINIUM EXTRUSION AS PER MANUFACTURER WITH GLAZING GASKETS (NEOPRENE) & CLIP IN GLAZING BEADS

FRAME

POWDER-COATED ALUMINIUM WINDOW FRAME. WOOL PILES TO BE FITTED.

FRAME

POWDER-COATED ALUMINIUM WINDOW FRAME. WOOL PILES TO BE FITTED.

FRAME

POWDER-COATED ALUMINIUM WINDOW FRAME. WOOL PILES TO BE FITTED.

TO NATIONAL BUILDING REGULATION STANDARDS

GLAZING

TO NATIONAL BUILDING REGULATION STANDARDS

GLAZING

POWDER-COATED ALUMINIUM HANDLE AND STAINLESS STEEL FRICTION STAYS (5 BAR)

IRONMONGERY

POWDER-COATED ALUMINIUM HANDLE AND STAINLESS STEEL FRICTION STAYS (5 BAR)

IRONMONGERY

POWDER-COATED ALUMINIUM HANDLE AND STAINLESS STEEL FRICTION STAYS (5 BAR)

LOCATION

D08/1 (New Office).

LOCATION

D06/1 (New Dining Room).

FIRE RATING

N/A

FIRE RATING

N/A

FIRE RATING

N/A

A.B. ASMALL FAMILY TRUST A.B. ASMALL FAMILY TRUST

1 000

NOTES TYPE

FAX.: +27 21 448 6621 E-MAIL: acg@acgarchitects.co.za FILE PATH:

C:\Users\adriaana\ACG Architects\Jobs - Documents\2210 House Junaid\Drawings\01 Current\2210 House Junaid Asmall.pln CLIENT:

TO NATIONAL BUILDING REGULATION STANDARDS

A.B. ASMALL FAMILY TRUST PROJECT:

PROJECT NO.:

2210 House Junaid Asmall

SHOP DRAWINGS TO BE SUBMITTED FOR APPROVAL

TOTAL REQ.

NOTES TYPE

SHOP DRAWINGS TO BE SUBMITTED FOR APPROVAL TOTAL REQ.

NOTES TYPE

2210

DRAWING TITLE:

SHOP DRAWINGS TO BE SUBMITTED FOR APPROVAL TOTAL REQ.

PRINT PAPER SIZE

PROJECT NO.:

2210 2210

DRAWN:

REG #:

ALUMINIUM DOOR SCHEDULE

601

SCALE 1:50

CHECKED:

DATE FIRST ISSUED:

CHECKED:

2023/06/24 DATE FIRST ISSUED:

REG #:

2023/06/24

REG #:

DRAWING STATUS:

FOR FORCONSTRUCTION INFORMATION FOR CONSTRUCTION FOR INFORMATION DISCIPLINE:

DRAWING NUMBER:

REVISION:

600 03 03 A A 600

DISCIPLINE:

CHECKED:

DATE FIRST ISSUED:

2023/06/24

REG #:

FOR CONSTRUCTION

DRAWING STATUS:

DRAWN:

AC DRAWING STATUS:

DOOR AND WINDOW POSITIONS DOOR AND WINDOW POSITIONS

REG #:

ALUMINIUM WINDOW & DOOR SCHEDULE

PROJECT NO.:

PRINT PAPER SIZE PRINT PAPER SIZE

SCALE 1:50 600SCALE 1:50 2

MATERIAL

D07/1 (Scullery).

DRAWN:

POWDER COATED ALUMINIUM EXTRUSION AS PER MANUFACTURER WITH GLAZING GASKETS (NEOPRENE) & CLIP IN GLAZING BEADS

LOCATION

CLIENT:

GROUND STOREY WINDOW & DOOR POSITIONS GROUND STOREY WINDOW & DOOR POSITIONS 1

MATERIAL

IRONMONGERY

FILE PATH:

CLIENT:

W03/3 600 1 000

FOLDING STACKING DOOR

GLAZING

E-MAIL: acg@acgarchitects.co.za

2210 House Junaid Asmall 2210 House Junaid Asmall

W03/3 300 600

DESCRIPTION

TEL.: +27 21 448+27 6615 FAX.: 21 448 6621

PROJECT:

300

OUTWARD OPENING SIDE HUNG DOOR WITH SIDE LIGHT

FAX.: +27 E-MAIL: 21 448 6621 acg@acgarchitects.co.za

900

900 1 190

DESCRIPTION

PO BOX 70 WOODSTOCK 7925 TEL.: +27 21 448 6615

C:\Users\adriaana\ACG Architects\Jobs - Documents\2210 House Junaid\Drawings\01 Current\2210 House Junaid Asmall.pln C:\Users\adriaana\ACG Architects\Jobs - Documents\2210 House Junaid\Drawings\01 Current\2210 House Junaid Asmall.pln

TEL.: +27 21 448 6615

OUTWARD OPENING SIDE HUNG DOOR

FILE PATH:

D03/1

1 200 900

D03/1 900

3 420

NEW EN-SUITE NEW EN-SUITE TILES TILES 7 m2 7 m2

398 ALBERT ROAD SALT RIVER CIRCLE

PO BOX 70 WOODSTOCK 7925

EXTERNAL DOOR

DESCRIPTION CAPE TOWN: CAPE TOWN: 398 ALBERT ROAD

900

280

2 365

ACG ARCHITECTS (PTY) LTD ACG ARCHITECTS (PTY) LTD

280

NEW BEDROOM 2 NEW BEDROOM 2 Laminate / Engineered Timber 2 Laminate / Engineered Timber 23 m 23 m2

1 000

W02/2

850 600

CHARCOAL

SALT RIVER

W03/4

850 W03/4

3 420

4 500

DRAWING TITLE:

POWDER-COATED ALUMINIUM WINDOW FRAME. WOOL PILES TO BE FITTED.

100

DRAWING TITLE:

TOTAL REQ.

LINTEL HEIGHT

600

MATERIAL

POWDER-COATED ALUMINIUM WINDOW FRAME. WOOL PILES TO BE FITTED.

601

OUTWARD OPENING SIDE HUNG WINDOWS

POWDER COATED ALUMINIUM EXTRUSION AS PER MANUFACTURER WITH GLAZING GASKETS (NEOPRENE) & CLIP IN GLAZING BEADS

FRAME

ALUMINIUM DOOR SCHEDULE

PROJECT:

DESCRIPTION

MATERIAL

300

300 300 600

D02/1 900

300

900

115

OUTWARD OPENING SIDE HUNG CASEMENT WINDOWS

W01/1

300 600

D04/3

115

115 877

208

877

GUEST WC GUEST WC TILES TILES 3 m2 3 m2

EXTERNAL ALUMINIUM WINDOW

DESCRIPTION

B D02/2

D04/1 877

D04/1

877 115

323

323 1 015

850

877 D04/3

600

1 015

123 877

850

1 000

962

PASSAGE PASSAGE TILES TILES 9 m2 9 m2

NEW EN-SUITE 2 NEW EN-SUITETILES 2 TILES 7 m2 7 m2

W05/1

850 1 000

W05/1

850

962

D03/2

123

600

877

D02/1

1 037

W05/2

1 000

1 037

EXIST. BATHROOM 1 EXIST. BATHROOM 1 TILES TILES 5 m2 5 m2

1 020

1 000

W05/2

1 020

900

900 D03/2

NEW ENTRANCE LOBBY NEW ENTRANCE LOBBY TILES TILES 9 m2 9 m2

1 183

1 090

D01/1

1 183 1 000

W02/4

1 183 1 000

W02/4

1 090

NEW ENTRANCE NEW ENTRANCE TILES TILES 3 m2 3 m2

fixed

2 100

COUNTER HEIGHT

GROUND STOREY WINDOW & DOOR POSITIONS GROUND STOREY WINDOW & DOOR POSITIONS

SCALE 1:50 600SCALE 1:50

D02/3

C 1 183

900

fixed

EXTERNAL ALUMINIUM WINDOW

EXISTING BEDROOM 1 EXISTING BEDROOM 1 Laminate / Engineered Timber 2 Laminate / Engineered Timber 19 m 19 m2

2 000 eq eq

eq LINTEL HEIGHT 900

W08/1

2 400

DW DR

1 209

100

1 209

1 200

NEW TV LOUNGE NEW TV LOUNGE ROOM ROOM TILES TILES 29 m2 29 m2

2 100

450

600

Fr Fr

NEW SCULLERY NEW SCULLERY TILES TILES 9 m2 9 m2

450

W01/3

D05/1

1F902

100

D05/1

1 902

2 400

900

D07/1 900

D07/1

450 450

600

W01/3

877

1 500

912

750

1 000

DRAWING NUMBER:

REVISION:

TENDER / CONSTRUCTION DRAWINGS

PAGE 7 |

DISCIPLINE:

DRAWING NUMBER:

REVISION:

601

| PAGE 8

PROJECT PHOTOS

PAGE 9 |

| PAGE 10 PROJECT PHOTOS

PROJECT PHOTOS PAGE 11 |

CONTAINER MARKET

As part of a contract with the City of Cape Town, ACG was approached to design a container market.

| PAGE 12

There were a few iterations of the plan layout before one was chosen for the BDM submission. The final layout was narrowed down by implementing statutory requirements such as parking bays. My responsibilities on this project included: • Creating presentations displaying different layout oftions and precedent images; • Rendering multiple views for the client; • Local authority application; • Coordinating consultant drawings; • Liaising with various departments at the CoCT to determine the final requirements for submission and to get clarity on other requirements; • Running fortnightly meetings with consultants. Project timeline: 2021 (inception) - 2025 Budget: TBC Software used: ArchiCAD PowerPoint Twinmotion

113.60m FENCE

SID EW AL K

30315

MH2 SW

113.20 m

SIDEWALK

30314

NATIONAL BUILDING REGULATIONS. 3. ALL RELEVANT DETAILS, LEVELS AND DIMENSIONS TO BE CHECKED ON SITE BEFORE COMMENCING WITH ANY WORK. 4. ALL DISCREPENCIES TO BE REPORTED TO THE ARCHITECT IMMEDIATELY, WORK TO PROCEED ONCE THE PROBLEM HAS BEEN RESOLVED. 5. DRAWING NOT TO BE SCALED.

REVISIONS

ZONING: GENERAL BUSINESS 1 PERMISSABLE FLOOR FACTOR: 1,5 COVERAGE ALLOWED: 100% MAX HEIGHT ABOVE EXISTING GROUND LEVEL: 15m

30295

COMMON BOUNDARIES: STREET CENTRELINE SETBACK:

30294

REV.

DATE

REVISION DETAILS

A 2022/11/ Council submission. 30

BUILDING LINES STREET BOUNDARY:

0,0m UP TO 10,0m HEIGHT; 4,5m ABOVE 10,0m 0,0m 8,0m

B 2023/02/ 8m Street centreline setback AC 08 indicated. TR 2 Zoning for 11917-RE removed (not applicable). C 2023/02/ Parking calculation adjusted 21

D 2023/06/ The use of the site indicated with AC 07 reference to the zoning scheme.

PARKING REQUIRED FOR AREA (very low vehicle ownership) CONTAINER SHOPS: 13,7m² x 15 = 205,5m²x3 /100m²GLA = 6 PARKINGS OFFICE SPACE: 13,7m² x 4 = 54,8m²x4 /100m²GLA = 2 PARKINGS

113.60m

RHEEBOK STREET

m 00 3. 11

11 3.2 0m

1. THIS DESIGN IS COPYRIGHT AND REMAINS THE PROPERTY OF THE ARCHITECT.

PROJECT INFORMATION ERF: 12150 STREET ADDRESS: 120 BOESAK ROAD SUBURB: WALLACEDENE ERF AREA: 1 124m²

FENCE

STOP

113.40m

113.20m

STOP

113 .00 m

NOTE:

2. ALL WORK TO BE CARRIED OUT IN STRICT ACCORDANCE TO MUNICIPAL AND

0m 3.4 11

113.40m

30316

BAMBILANGA CLOSE

113.40m

TOTAL PARKING REQUIRED = 8 TOTAL PARKING PROVIDED = 5 * See attached correspondence with traffic department.

30293

113.20m

113.40m

USES ACCORDING TO GB1: PRIMARY USES

Business premises (shops), service trades, open space.

ter ra win

113.60m

MH3 SW

30292

sum me r su nse t

MH7 S

MH6 S

t se un rs te win

MH8 SW

30310

MH4 S

win ter su n

rise

MH9 S New perimeter fence

ER TAIN CON 11 4. 00 m

BOTFONTEIN ROAD

m .80 113

EET

30313

CE FEN

STR

SK8

3m Building Line

PARKING AREA

114.0 0m

SK7 FENC E

Ex MH

30312

113.60m

SK3

TBO

SK2

114.00m

REFUSE AREA nce r fe ine ete gL din erim Buil wp Ne 1m

SK1

5° FALL

m .80 113

SK6

SK5

5° FALL

NO RTH

0m 3.8 11

3m Building Line

SIDEWALK

SK4

8m STREET CENTRELINE SETBAC

8 000

30311

1m Building Line

3m Entrance gate

11 3. 80 m

MH5 S

ise nr su er m m su d r win me sum

30291

0m 3.8 11

ERF 12150 5° FALL

5° FALL

CE FEN

113.60m

MH17 S

SK9

ild

.80m 113

Lin

1m Building Line

e anc Entr 4m

1m Building Line New perimeter fence

te ga

0m 3.6 11

MH16 S

CLIENT SIGNATURE:

m 113.80

FENCE

113.80m

BOESAK ROAD

STOP

0m 113.8

ARCHITECT SIGNATURE:

SW MH10

m 60 3. 113.6MH10 0m S11

GATE

m 113.60

MH11 SW

FENCE

.80m 113

ACG ARCHITECTS (PTY) LTD CAPE TOWN:

MH15 m 113.80

398 ALBERT ROAD SALT RIVER CIRCLE SALT RIVER

CONTAINER

PO BOX 70 WOODSTOCK 7925 TEL.: +27 21 448 6615 FAX.: +27 21 448 6621 E-MAIL: acg@acgarchitects.co.za FILE PATH:

C:\Users\adriaana\ACG Architects\Jobs - Documents\2141 COCT 341C-WP025 - Wallacedene Container Trading Market\Drawings\01 Current\2141 Wallacedene Market.pln CLIENT:

MH13 S

CITY OF CAPE TOWN

PEDESTRIAN CROSSING FACILITIES MANAGEMENT 4th Floor, Tower Block, Civic Centre 12 Hertzog Boulevard, Cape Town

113.60m

PROJECT:

PROJECT NO.:

2141 COCT 341C-WP025 Wallacedene Container Trading Market

2141

DRAWING TITLE:

0m 3.4 11

MH14

113.60m

DRAWN:

CHECKED:

DATE FIRST ISSUED:

2022/11/30

REG #: PSAT 57272754

REG #: PA3571

DRAWING STATUS:

11 3.4 0m

SCALE 1:200

PRINT PAPER SIZE

FOR INFORMATION

FENCE

SITE PLAN

091

SIDEWALK

SITE PLAN

DISCIPLINE:

DRAWING NUMBER:

REVISION:

091

LOCAL AUTHORITY DRAWINGS PAGE 13 |

MH4 S

13.3m² 1.08m²

Container 1, 2, 3 area = Approx. doorway area = 900 x 1200

10% of 13.3m² = 1.33m² 1.08m² >1.33m² Therefore does not comply for Natural Lighting 0,066m² 5% of 1.33m² = 1.08m² > 0.066m² Therefore complies for Ventilation

J3 Low Risk Storage Facility Manager Store Room TIE INTO EX.MH-126 CL=113.366m IL=111.42m D=1.946m

1,35m² 4,580m² >1,35m² Therefore complies for Natural Lighting EX PARKING 4 0,675m² 5% of 13.5m² = 4,580 > 0,675m² Therefore complies for Ventilation

NO RTH

2200x2560

13,7 m2

25 m

2200x2560

2 560 1140

whb

Lin

Line of roof above 410

2 425 in

whb

SERVICE TRADE

CONTAINER 16

CONTAINER 15

CONTAINER 14

13,5 m2 900x 2100

3500x1000

13,5 m2

3500x1000

900x 2100

parking sloped to stormwater channel

113.60m

34 70

ACG ARCHITECTS (PTY) LTD 00 50 1m Building Line

3500x1000

1m Building Line

ITE mS

CAPE TOWN:

398 ALBERT ROAD

331

SALT RIVER CIRCLE

SALT RIVER PO BOX 70 WOODSTOCK 7925 TEL.: +27 21 448 6615 FAX.: +27 21 448 6621

New perimeter fence

ENTRANCE 01

35 020mm SITE BOUNDARY

U BO

ate eg anc 00m 7 0 m Entr 0 4 0 40

Line of roof above

Rainwater storage tanks above. Water to be used in the bathrooms for flushing toilets.

.80m 113

ild

CONTAINER 10

00 25

x 900 0 210 SERVICE TRADE

b wh

whb

SERVICE TRADE

CLIENT SIGNATURE:

ERF 12150 ARCHITECT SIGNATURE:

850

Permanently open louvres 900x1050

900x 2100

whb 2330x2590

downpipe from box gutter above

3500x1000 1 910

Permanently open louvres 900x1050

900x 2100 900x 2100

Permanently open louvres 900x1050

whb

3500x1000

18060 12 297

whb

Metal containers to be protected internally with NUTEC / GYPWALL fire stop board fitted to provide 30min fire rating - as per fire engineer's specifications

whb

13,7 m2

30313

whb Bu

SITE

13,7 m2

191,5 m2

00 25

whb

SHOP

CONTAINER 08 CONTAINER 09

PARKING AREA

00 25

18,3 m

18,3 m2

SHOP

13,5 m2

080 18

whb

ur MALE WC

2200x2560

SERVICE PASSAGE 1m

mm 330 26

2200x2560

x 900 0 210 SERVICE TRADE

000 0x1 350

20 0m

FEMALE WC

13,7 m2

OFFICE 4

00 25

7,8 m2

rwdp

b wh

OFFICE 3

whb

13,7 m2

CONTAINER 11 PARAPLEGIC wc 4,7 m

13,5 m2

CONTAINER 12

CONTAINER 17

Downpipe from box gutter above

SHOP

000 0x1 350

6,5 m2

230

box gutter above

Outdoor tap

13,5 m2

00 25

OFFICE 2

box gutter above

30312

900x 2100

rwdp

00 50 230

ate wg Ne x2100 0 150

whb

50 15

6,5 m

230

LINE

Line 3m Building 3m BUILDING

22 020mm SITE BOUNDARY

OFFICE 1

230

560 0x2 220

13,7 m2

000 0x1 500 SERVICE TRADE

CONTAINER 13

5x 116 0 259

CONTAINER 07

13,5 m2

00 50 30 52

CONTAINER 18 whb

0 340

New RC concrete plinth as per engineer's details

113.60m

13,7 m2

SHOP

15,5 m2 0 210

0 408

2200x2560

CONTAINER 06

Refuse room floor to slope to floor drain

REFUSE AREA

nce r fe ete ine gL erim din wp Buil Ne 1m

SHOP whb

00 47

Containers protected externall with intumescent paint / NUTEC board to ensure 30minute fire protection.

OPEN AREA

900x 2100

3 000

118,7 m2

whb

12 295

CONTAINER 05

230

Floor drain

230

3500x1000

whb

5000x1000

230

FOOD COURT AREA

2200x2560

SHOP

13,3 m2

81 31

CONTAINER 19 13,5 m2

CONTAINER 01 5000x1000

2070

3 600

13,7 m2

BOTFONTEIN ROAD

CONTAINER 04

BRAAI AREA

750

230

SHOP whb

E 2023/06/ Lighting & Ventilation AC 07 calculations added. Refuse Room tap & floor drain added. Slope of the floor indicated towards the drain. The use of the water tanks described. A window & vent added to the Reception & Councillor's Office respectively. The use of the site indicated with reference to the zoning scheme.

30311 900x 2100 whb

13,3 m2 5000x1000

D 2023/02/ Parking calculation adjusted 21

PRIMARY USES

SERVICE TRADE

CONTAINER 02

13,3 m2

230 1 100 230 1 200

whb SERVICE TRADE

CONTAINER 03 2920

Line of roof above

900x 2100

SERVICE TRADE

B 2022/12/ Parking adjusted to 14 accommodate structural column. Rainwater downpipe outlet moved as per Civil Engineer.

2 914

whb

ENTRANCE 02

C 2023/02/ 8m Street centreline setback AC 08 indicated. TR 2 Zoning for 11917-RE removed (not applicable).

Business premises (shops), service trades, open space.

37 350mm SITE BOUNDARY 1m Building Line

900x 2100

REVISION DETAILS

09 46

3m Building Line

8m STREET CENTRELINE SETBAC

Line of roof above

3m Entrance gate

DATE

A 2022/11/ Council submission. 30

153

2 761

New perimeter fence

900x 2100

0,0m UP TO 10,0m HEIGHT; 4,5m ABOVE 10,0m 0,0m 8,0m

USES ACCORDING TO GB1:

Containers protected externally with intumescent paint / NUTEC board to ensure 30minute fire protection.

MH5 S

REV.

TOTAL PARKING REQUIRED = 8 TOTAL PARKING PROVIDED = 5 * See attached correspondence with traffic department.

30291

MH9 S

8 000

PROCEED ONCE THE PROBLEM HAS BEEN RESOLVED.

PARKING REQUIRED FOR AREA (very low vehicle ownership) 30310 CONTAINER SHOPS: 13,7m² x 15 = 205,5m²x3 /100m²GLA = 6 PARKINGS OFFICE SPACE: 13,7m² x 4 = 54,8m²x4 /100m²GLA = 2 PARKINGS

1,020m² 5% of 20,4m² = 1,890m² > 1,020m² Therefore complies for Ventilation EX PARKING 6

COMMON BOUNDARIES: STREET CENTRELINE SETBACK:

4. ALL DISCREPENCIES TO BE REPORTED TO THE ARCHITECT IMMEDIATELY, WORK TO 5. DRAWING NOT TO BE SCALED.

BUILDING LINES STREET BOUNDARY:

MH6 S

EXISTING PARKING

Admin Office & Meeting room = 20,400m² Glazed aluminium door area= 0,900x2,100= 1,890m²EX PARKING 5 Glazed aluminium window area= 0,900x1,050= 0,945m² 2,040m² 10% of 20,4m² = 2,835m² > 2,040m² Therefore complies for Natural Lighting

MH7 S

COMMENCING WITH ANY WORK.

REVISIONS

rise

MH8 SW

MH3 10% of 13.5SW m² =

NATIONAL BUILDING REGULATIONS. 3. ALL RELEVANT DETAILS, LEVELS AND DIMENSIONS TO BE CHECKED ON SITE BEFORE

ZONING: GENERAL BUSINESS 1 PERMISSABLE FLOOR FACTOR: 1,5 COVERAGE ALLOWED: 100% MAX HEIGHT ABOVE EXISTING GROUND LEVEL: 15m

win ter su n

Line of roof above

Mechanical ventilation: No mechanical ventilation required.

sum me r su nse t

G1 Offices Facility Manager, Councillor's Office, Reception & Boardroom.

Container 10, 11, 13, 14, 15, 16, 17, 18, 19 area = 13.5m² Approx. doorway area = 0,900 x 1,200 1,08m² Approx. window area = 3,500 x 1,000 3,50m² Total Opening Area = 4,580m²

1. THIS DESIGN IS COPYRIGHT AND REMAINS THE PROPERTY OF THE ARCHITECT.

PROJECT INFORMATION ERF: 12150 STREET ADDRESS: 120 BOESAK ROAD SUBURB: WALLACEDENE ERF AREA: 1 124m²

ise nr su er m m su d r win me sum

All containers will be naturally ventilated - the doors will be open during periods of use.

0,685m² 5% of 13.7m² = 5,632m² > 0,685m² Therefore complies for Ventilation

NOTE:

2. ALL WORK TO BE CARRIED OUT IN STRICT ACCORDANCE TO MUNICIPAL AND

ter ra win

113.60m

Natural Ventilation: · The total area of an opening, a door or an openable glazed window be not less than 5 % of the floor area of the room, or 0,2 m², whichever is the greater.

OCCUPANCY B3 Low Risk Commercial Service F2 Small Shop Containers 1 to 15 intended uses will include small retail shops & other commercial services (e.g. barber).

t se un rs te win

2 Container 4, 5, 6, 7, 8, 9, 12 area = 13.7m² Glazed Alluminium door area = 2,200 x 2,560 5,632m² 10% of 13.7m² = 1,37m² 5,632m² > 1,37m² Therefore complies for Natural Lighting

Line of roof above

1 O: Lighting and Ventilation · All work is to be in strict accordance with SANS 10400 Part O Lighting and Ventilation.

E-MAIL: acg@acgarchitects.co.za

72 16

FILE PATH:

C:\Users\adriaana\ACG Architects\Jobs - Documents\2141 COCT 341C-WP025 - Wallacedene Container Trading Market\Drawings\01 Current\2141 Wallacedene Market.pln

5 550

18200

3030

8030

CLIENT:

CITY OF CAPE TOWN 7 000

7 000

A1 101

7 000

FACILITIES MANAGEMENT 4th Floor, Tower Block, Civic Centre 12 Hertzog Boulevard, Cape Town

E 0m 113.8

GROUND STOREY SCALE 1:100

BOESAK ROAD

2141

GROUND STOREY PLAN A1

DRAWN:

CHECKED:

DATE FIRST ISSUED:

2022/11/30

REG #: PSAT 57272754

REG #: PA3571

DRAWING STATUS:

SW MH10 113.60m

| PAGE 14 LOCAL AUTHORITY DRAWINGS

PROJECT NO.:

2141 COCT 341C-WP025 Wallacedene Container Trading Market

PRINT PAPER SIZE .80m 113

PROJECT:

DRAWING TITLE:

STOP

7 000

MH10

m 60 3. 11

FOR INFORMATION

DISCIPLINE:

DRAWING NUMBER:

REVISION:

101

NOTE:

1. THIS DESIGN IS COPYRIGHT AND REMAINS THE PROPERTY OF THE ARCHITECT.

2. ALL WORK TO BE CARRIED OUT IN STRICT ACCORDANCE TO MUNICIPAL AND

L: ROOF - All roof truss designs, support beams/posts and fixing methods to be designed and specified by Structural Engineer in strict accordance with SANS 10400 Part L. - The fire resistance and combustibility of the roof assembly or any ceiling assembly are in accordance with the requirements of SANS 10400-T.

ter ra win t se un rs te win

sum me r su nse t

Butterfly roof at 5 to be added on top of the containers: All roof materials to have a solar reflectance (SRI) of ≥78 for low sloped roofs (≤10˚ pitch). CEILINGS: IsoBoard or similarly approved high density 32-36 kg/m3 rigid extruded polystyrene 100% closed cell insulation board of 80mm thickness(R-value 3.33) and 600mm width with IsoPine/edge bevelled finish fixed to 38x38mm batons at 400mm centers, with 20mm airgap and FR430 Sisalation (R value 0.67). Paint visible faces of Isoboard with two coats good quality acrylic or PVA.

EX PARKING 3

NO RTH

BUILDING LINES STREET BOUNDARY: COMMON BOUNDARIES: STREET CENTRELINE SETBACK:

EX PARKING 4

a) doors and sidelights form part of any entrance up to 2 100 mm from finished floor level. DOORS & WINDOWS: Aluminium Doors & Windows to be designed & manufactured by approved specialist. All Aluminium to be powdercoat finished to approved colour. All glazing to have the reqired SABS & SANS seals. External doors: Existing container doors to remain openable. Aluminium doors to be installed internally behind container doors. Internal doors: 800x2100mm hardboard medium-duty interior door with 2 exposed hardwood edges for painting in standard timber door frame.

EXISTING PARKING

PROCEED ONCE THE PROBLEM HAS BEEN RESOLVED.

REV.

DATE

REVISION DETAILS

A 2022/11/ Council submission. 30

E 0,0m UP TO 10,0m HEIGHT; 4,5m ABOVE 10,0m 0,0m 8,0m

B 2023/02/ 8m Street centreline setback AC 08 indicated. TR 2 Zoning for 11917-RE removed (not applicable). C 2023/02/ Parking calculation adjusted 21

D 2023/06/ The use of the site indicated with AC 07 reference to the zoning scheme.

TOTAL PARKING REQUIRED = 8 TOTAL PARKING PROVIDED = 5 * See attached correspondence with traffic department.

EX PARKING 5

COMMENCING WITH ANY WORK.

PARKING REQUIRED FOR AREA (very low vehicle ownership) CONTAINER SHOPS: 13,7m² x 15 = 205,5m²x3 /100m²GLA = 6 PARKINGS OFFICE SPACE: 13,7m² x 4 = 54,8m²x4 /100m²GLA = 2 PARKINGS

N: Glazing

∑ All glazing to comply with SANS 10400 PART N ∑ Safety glazing materials that comply with SANS 1263-1 shall be used where;

3. ALL RELEVANT DETAILS, LEVELS AND DIMENSIONS TO BE CHECKED ON SITE BEFORE

5. DRAWING NOT TO BE SCALED.

REVISIONS

rise

INSULATION: Ceilings: 80mm Isoboard Walls: 50mm Isoboard

NATIONAL BUILDING REGULATIONS.

4. ALL DISCREPENCIES TO BE REPORTED TO THE ARCHITECT IMMEDIATELY, WORK TO

ZONING: GENERAL BUSINESS 1 PERMISSABLE FLOOR FACTOR: 1,5 COVERAGE ALLOWED: 100% MAX HEIGHT ABOVE EXISTING GROUND LEVEL: 15m

win ter su n ise nr su er m m su d r win me sum

PROJECT INFORMATION ERF: 12150 STREET ADDRESS: 120 BOESAK ROAD SUBURB: WALLACEDENE ERF AREA: 1 124m²

USES ACCORDING TO GB1:

PRIMARY USES

Business premises (shops), service trades, open space.

EX PARKING 6

P: DRAINAGE: New Ø110 PVC soil pipes. New min. Ø40 PVC waste pipes. New Ø110 ventilated stubstack to new Ø110 sewer pipe. ∑ Any type of joint between pipes or between pipes and fittings shall remain watertight under normal working conditions, or where there might be any differential movement between such pipes and any building or ground or other construction forming part of the drainage installation, and able to withstand an internal water pressure of 50 kPa and an external water pressure of 30 kPa without leaking. ∑ All new sewer lines are to be laid at a gradient of not less than 1 in 60. ∑ Any pipe work that passes under the building shall be accessed externally and may not be accessed from within the building. The pipe work is to be protected against the transmission of load by encasing it in concrete in 100mm mass concrete ∑ All drainage is to be in strict accordance with SANS 10400 Part P

New perimeter fence 3m Entrance gate

1m Building Line

R: STORMWATER All work is to be in strict accordance with SANS 10400 Part R Storm Water Disposal. RAINWATER GOODS: Box gutter fixed with brackets to roof structure. Downpipes to connect to rainwater storage tanks. Two additional downpipes provided on each end of the box gutter to allow for overflow. Gutters and downpipes, where provided, are sized in accordance with the requirements of SANS 10400-R.

5° fall

REFUSE AREA 16 m2

nce r fe ete ine gL erim din wp Buil Ne 1m

3m BUILDING LINE

1m Building Line

BOTFONTEIN ROAD

8m STREET CENTRELINE SETBAC

8 000

2 CLIENT SIGNATURE:

ARCHITECT SIGNATURE:

5° fall

ild

B g

Lin

ACG ARCHITECTS (PTY) LTD

CAPE TOWN: 398 ALBERT ROAD

1m Building Line

ate eg anc Entr

SALT RIVER CIRCLE

SALT RIVER PO BOX 70 WOODSTOCK 7925 TEL.: +27 21 448 6615 FAX.: +27 21 448 6621

3m Entrance gate

E-MAIL: acg@acgarchitects.co.za FILE PATH:

C:\Users\adriaana\ACG Architects\Jobs - Documents\2141 COCT 341C-WP025 - Wallacedene Container Trading Market\Drawings\01 Current\2141 Wallacedene Market.pln CLIENT:

CITY OF CAPE TOWN

A1 A

102

ROOF STOREY

FACILITIES MANAGEMENT 4th Floor, Tower Block, Civic Centre 12 Hertzog Boulevard, Cape Town

BOESAK ROAD

SCALE 1:100

PROJECT:

PROJECT NO.:

2141 COCT 341C-WP025 Wallacedene Container Trading Market

2141

DRAWING TITLE:

ROOF LAYOUT PLAN PRINT PAPER SIZE DRAWN:

CHECKED:

DATE FIRST ISSUED:

2022/11/30

REG #: PSAT 57272754

REG #: PA3571

DRAWING STATUS:

FOR INFORMATION

DISCIPLINE:

DRAWING NUMBER:

REVISION:

102

LOCAL AUTHORITY DRAWINGS PAGE 15 |

NOTE:

1. THIS DESIGN IS COPYRIGHT AND REMAINS THE PROPERTY OF THE ARCHITECT. 2. ALL WORK TO BE CARRIED OUT IN STRICT ACCORDANCE TO MUNICIPAL AND

SANS 10400 XA ENERGY ZONE: 4

FOOTPRINT (GROSS) AREA: INTERNAL (NETT) FLOOR AREA:

14.77m² 13.67m²

5. DRAWING NOT TO BE SCALED.

REVISIONS

12 297

REV.

MAX ALLOWABLE FENESTRATION: 20.0% TOTAL GLAZING AREA: 5.632m² = 41.19% Therefore does not comply. However, entire site is covered by 1 roof.

12 295

E WALL R-VALUES- 1.9 REQUIRED Metal container 12mm uniboard 50mm Isoboard TOTAL

Site Boundary

Steel roof structure & box gutter to engineer's drawings & specifications.

ROOF ASSEMBLY: ROOF - 3.7 UP Outer surface resistance profiled metal Foil liner-FR430 20mm airgap Ceiling board-80mm Isoboard TOTAL

Steel roof structure & box gutter to engineer's drawings & specifications.

REVISION DETAILS

B 2023/06/ The use of the water tanks 07 described. A window & vent added to the Reception & Councillor's Office respectively.

R-VALUE 0.05 0 0.67 3.33 4.05

1 100

1 000

5°

R-VALUE 0 0.07894 2.083 2.16

DATE

A 2022/11/ Council submission. 30

MEETING ROOM OFFICE

ADMIN OFFICE

CONTAINER 07

CONTAINER 06

CONTAINER 05

CONTAINER 04

900x 2100

SECTION A-A

301

SCALE 1:50

Permanently open louvres 900x1050

900x 2100

Permanently open louvres 900x1050

900x 2100

whb

Permanently open louvres 900x1050

whb

5 000

2 510

2 900

Entrance 02

2 400

BOESAK ROAD

CONTAINER 16

whb

12 295

12 297

Internal walls: 30min fire rated (steel to be protected internally to provide 30minute fire resistance) 30 Minute fire rating will be provided between tenants.

External walls: 30min fire rated (steel container protected with nutec board / fire rated intumescent paint) Structural stability: 30min fire rated (structural supports protected / painted to ensure 30min stability in fire conditions)

Steel roof structure & box gutter to engineer's drawings & specifications.

Site Boundary

CLIENT SIGNATURE:

ARCHITECT SIGNATURE:

B ACG ARCHITECTS (PTY) LTD 1 000

CAPE TOWN: 398 ALBERT ROAD

1 100

Ceiling structure

850

CONTAINER 12

Service Passage

MALE WC

whb wc

PO BOX 70 WOODSTOCK 7925 TEL.: +27 21 448 6615 FAX.: +27 21 448 6621 E-MAIL: acg@acgarchitects.co.za FILE PATH:

C:\Users\adriaana\ACG Architects\Jobs - Documents\2141 COCT 341C-WP025 - Wallacedene Container Trading Market\Drawings\01 Current\2141 Wallacedene Market.pln CLIENT:

CITY OF CAPE TOWN

FACILITIES MANAGEMENT 4th Floor, Tower Block, Civic Centre 12 Hertzog Boulevard, Cape Town

600

2 665

2 400 fence

New 2200x 2560 door

2 000

FOOD COURT AREA

PARAPLEGIC WC

SALT RIVER

2 900

CONTAINER 13

CONTAINER 15

2 400 fence

CONTAINER 03

Rainwater storage tank

Rainwater to be used in the bathrooms for flushing toilets.

BOESAK ROAD

SALT RIVER CIRCLE

Downpipe connected from box gutter to tank

PROJECT:

PROJECT NO.:

2141 COCT 341C-WP025 Wallacedene Container Trading Market

2141

DRAWING TITLE:

BUILDING SECTIONS PRINT PAPER SIZE

DRAWN:

CHECKED:

DATE FIRST ISSUED:

2022/11/30

REG #: PSAT 57272754

REG #: PA3571

DRAWING STATUS:

SECTION B-B

301

SCALE 1:50 1

| PAGE 16 LOCAL AUTHORITY DRAWINGS

FOR INFORMATION

DISCIPLINE:

DRAWING NUMBER:

REVISION:

301

NOTE:

4. ALL DISCREPENCIES TO BE REPORTED TO THE ARCHITECT IMMEDIATELY, WORK TO PROCEED ONCE THE PROBLEM HAS BEEN RESOLVED. 5. DRAWING NOT TO BE SCALED.

REVISIONS

Rainwater to be used in the bathrooms for flushing toilets.

CONTAINER 18

3500x1000 Plaster & paint

3500x1000

900x 2100

PARKING AREA ELEVATION

Downpipe connected from box gutter to tank

CONTAINER 17

3500x1000 900x 2100

Plaster & paint

REVISION DETAILS

B 2023/06/ The use of the water tanks 07 described. A window & vent added to the Reception & Councillor's Office respectively.

BOTFONTEIN ROAD ELEVATION 12 295

Rainwater Storage Tanks 5 000

CONTAINER 19

CONTAINER 03

2 400

CONTAINER 01

Rainwater downpipe

Vehicle Gate

CONTAINER CONTAINER 05 04

CONTAINER 12

5 000

CONTAINER 11

2 400

Downpipe connected from box gutter to tank

2 400

Rainwater storage tank

Rainwater downpipe

2 600 2 400

CONTAINER 10

444

5° 444

5°

DATE

A 2022/11/ Council submission. 30

BOESAK ROAD

12 295 Rainwater to be used in the bathrooms for flushing toilets.

Site Boundary

12 297

Site Boundary

BOESAK ROAD

Site Boundary

REV.

12 297

NORTH WEST ELEVATION

SOUTH WEST ELEVATION

201

SCALE 1:100

201

SCALE 1:100

LINE OF FENCE IN ELEVATION D CONTAINERS: APPROXIMATE CONTAINER SIZE (AS PER DHL and ISO standard 6346): 20FT / 6m External Dimensions (l x h x w) 6.058 m x 2.896m x 2.438 m

Minimum Internal Dimensions (l x h x w) 5.867 m x 2.655 m x 2.330 m

7 000

Site Boundary

Approx. Doorway Dimensions (w x h) 2.330 m x 2.590 m

7 000

Rainwater to be used in the bathrooms for flushing toilets.

10FT / 3M External Dimensions (l x h x w) 2.991m x 2.591m x2.438m Minimum Internal Dimensions (l x h x w) 2.831m x 2.390m x 2.350m Approx. Doorway Dimensions (w x h) 2.342m x 2.280m

CONTAINER 16

CONTAINER 11

CONTAINER 15

CONTAINER 10

CONTAINER 14

C 3500x1000 Plaster & paint

3500x1000

900x 2100

3500x1000

New 3000x2400 gate

900x 2100

New 4000x2400 gate

New 1500x2100 gate

2 400

Rainwater downpipe

2 400

CONTAINER 17

Rainwater downpipe

Containers to be laid on well compacted soil per Structural Engieers specifications and raised from the ground on levelling feet by 500mm. All joints to be sealed and made water/weatherproof. GENERAL NOTES: ∑ The design on this drawing is copyright and remains the property of the architect. All work to be carried out strictly in accordance with municipal regulations. ∑ All relevant details, levels, dimensions to be checked on site before commencement of work. ∑ No part of the proposed building is to encroach beyond the existing site boundaries. ∑ All notes to refer to sans10400. ∑ Any discrepancies related to the whole of the works to be brought to the attention of the architect, prior to construction and within reasonable time to find a solution.

B: STRUCTURAL DESIGN

BOESAK ROAD ELEVATION

∑ All material, installation and maintenance to comply with SANS 10400 B, and shall be sabs approved for intended purpose.

∑ All structural work including foundations, ground slabs, suspended R.C. floors,

SOUTH EAST ELEVATION

201

SCALE 1:100

staircases, and all roof truss designs and fixing detailing to be done strictly to engineer's design and specifications. ∑ Connections between existing and new structures or alterations to existing structures to be designed and methods to be specified by structural engineer. This applies to excavation, retaining walls, protection, waterproofing and support of new and existing structures.

CLIENT SIGNATURE:

C: DIMENSIONS ∑ All to comply with sans 10400 PART C ∑ All dimensions and levels are to be checked on site prior to setting out. ∑ Do not scale, refer only to figure dimensions.

ARCHITECT SIGNATURE:

F: SITE OPERATIONS

∑ All to comply with SANS 10400 Part F and to be certified by the Main Contractor. ∑ Property owner(s) to familiarize themselves with SANS 10400 F

B ACG ARCHITECTS (PTY) LTD

G: EXCAVATIONS ∑ All work is to be in strict accordance with SANS 10400 Part G 7 000

7 000

Site Boundary

7 000

Rainwater to be used in the bathrooms for flushing toilets.

2 400

CONTAINER 19

Plaster & paint

900x 2100

CONTAINER 18

900x 2100

CONTAINER 16

CONTAINER 17

900x 2100

ENTRANCE 02 ELEVATION A

NORTH EAST ELEVATION

201

SCALE 1:100

CAPE TOWN: 398 ALBERT ROAD

H: FOUNDATIONS ∑ All new work is to be in strict accordance with SANS 10400 Part H Foundations. ∑ All new foundations are to be min 15mpa at 28 days (1:4:5 coarse aggregate) at min 200mm thick. ∑ All foundation walls below NGL are to have sub-soil drainage "geo-pipe" (wrapped in "Bidum" cloth with clean sand all round) laid next to wall, on the upward slope, to drain any possible water build up. DPC min 150mm above NGL & FGL. ∑ All new foundation walls to be in strict accordance with SANS 10400 Part KK9 Foundation Walls.

SALT RIVER CIRCLE SALT RIVER PO BOX 70 WOODSTOCK 7925 TEL.: +27 21 448 6615 FAX.: +27 21 448 6621 E-MAIL: acg@acgarchitects.co.za FILE PATH:

C:\Users\adriaana\ACG Architects\Jobs - Documents\2141 COCT 341C-WP025 - Wallacedene Container Trading Market\Drawings\01 Current\2141 Wallacedene Market.pln

J: FLOORS: Flooring should result in limited total Volatile Organic Compounds (TVOC). Hartford heavy commercial 2,25mm thick cushion vinyl flooring. 4x30m wide floor sheets. Wear layer: 0.6mm thickness. Supply and install flexible PVC Sheet flooring onto 9mm thick Marine Ply screw fixed to container floor.

CLIENT:

K: WALLS ∑ In accordance with SANS 10400 B and K and in accordance with SANS XA 4.4.3.2 ∑ A walling construction that has any metal sheet, metal studs, metal tracks or metal battens fixed to each other shall have a thermal break consisting of a material with an R-value of not less than 0,2 m².K/W installed between the metal structural elements. Internal walls: 12mm Uniboard with 50mm isoboard insulation. Bathroom walls- 12mm Uniboard to be built up to 1200mm on insides of container walls.Sikalastic 560 liquid waterproofing or similarly approved to be applied to walls behind tiled splashbacks. 90mm drywalls made up of 12mm Uniboard fixed to 75x50mm timber studs at 600mm cc's with 50mm isoboard insulation in-between. Uniboard to be primed and painted.

FACILITIES MANAGEMENT 4th Floor, Tower Block, Civic Centre 12 Hertzog Boulevard, Cape Town

CITY OF CAPE TOWN

PROJECT:

PROJECT NO.:

2141 COCT 341C-WP025 Wallacedene Container Trading Market

2141

DRAWING TITLE:

ELEVATIONS PRINT PAPER SIZE

External Finish: To be sanded, primed and painted 3 coats PVA suited to metal surfaces. Colour to latest specifications.

DRAWN:

CHECKED:

DATE FIRST ISSUED:

2022/11/30

REG #: PSAT 57272754

REG #: PA3571

DRAWING STATUS:

FOR INFORMATION

DISCIPLINE:

DRAWING NUMBER:

REVISION:

201

LOCAL AUTHORITY DRAWINGS PAGE 17 |

| PAGE 18 PRESENTATION IMAGES

PRESENTATION IMAGES PAGE 19 |

The municipal court project came at a time when there was a desperate need for more functioning courts. At the time there was a massive backlog of cases that weren’t getting processed.

M U N I C I PA L C O U R T

The tender for this court was awarded to ACG in collaboration with other consultants. The design of the court, which was partly set in a heritage building, had gone through a previous design and BDM submission process. Collaborating with the consultants and the client meant that the overall design changed to better suit the functions of the court. My responsibilities on this project included: • Creating presentations displaying different layout options that the director and myself worked on; • Making sketch designs for client sign-off; • Writing detailed reports at the end of each stage of the project (3-4); • Local authority application; • Heritage permit application and motivation; • Coordinating consultant drawings; • Liaising with various departments at the CoCT to determine the final requirements for submission and to get clarity on other requirements; • Running regular meetings with consultants. This project was cancelled in favour of finding a safer site for the court. Project timeline: 2021 - 2023 (Cancelled) Budget: ± R 30 600 000,00

| PAGE 20

Software used: ArchiCAD PowerPoint

PROCEED ONCE THE PROBLEM HAS BEEN RESOLVED.

5. DRAWING NOT TO BE SCALED.

REVISIONS

ra ter win

sum mer

REVISION DETAILS

ise

se nri su er m m d su win mer sum

NO RTH

230

1 800 230

4 408

3 192

5 857

J:\2154 COCT341c – WP040- Wynberg Court\Drawings\01 Current \20220926_2154 - WYNBERG MUNICIPAL COURT.pln

ERF 66555 280

280

1 775

2 839

110

2 500

2 683 2 600

110 1 200 2 770

110 2 600

230

BRODIE ROAD

1 600

A: 16 m2 F: Timber

A: 31 m2 F: Timber

110

A: 18 m2 F: Timber

5 355

PARAPLEGIC WC A: 3 m2 F: Tiles

230

1 900 110

CIRCULATION

A: 8 m2 F: Tiles

SECURITY OFFICE

A: 8 m2 F: Tiles

700 280

3 800

A: 4 m2 F: Tiles

MALE WC

NEW WAITING AREA A: 41 m2 F: Timber

1 P07

NEW TELLERS A: 18 m2 F: Timber

6 277

ARY

110

DRAWN:

P07 2 PROJECT NO.:

2154

COCT341C - WP040 - WYNBERG 3 058 COURT

280

GROUND STOREY

101

SCALE 1:100

1. THIS DESIGN IS COPYRIGHT AND REMAINS THE PROPERTY OF THE ARCHITECT.

+12,290 4 FOURTH FLOOR

2. ALL WORK TO BE CARRIED OUT IN STRICT ACCORDANCE TO MUNICIPAL AND

DATE FIRST ISSUED:

NATIONAL BUILDING REGULATIONS. 2022/10/20

2154

1 622 2 322

110

400

110 1 970

110 1 815

230 1 775

1 970 110

1 815 230

1 775 550

5 000 400

3. ALL RELEVANT DETAILS, LEVELS AND DIMENSIONS TO BE CHECKED ON SITE BEFORE

110

4 264

4 616

110

110 1 200

6 661

6 396

110

6 810

110

4 230 3 816

FIRST STOREY PLAN PRINT PAPER SIZE

7 632

700 280

DRAWING TITLE:

REG #: PA 3571

ERF 66554

1 P08

700 280

PROJECT:

CHECKED:

2 430

CHURCH STREET FACILITIES MANAGEMENT 4th Floor, Tower Block, Civic Centre 12 Hertzog Boulevard, Cape Town

2 500

ERF 66555

PROJECT NO.:

REG #: PSAT 57272754

1 000

CLIENT:

NOTE:

2 500

J:\2154 COCT341c – WP040- Wynberg Court\Drawings\01 Current \20220926_2154 - WYNBERG MUNICIPAL COURT.pln

3 460

SITE & ROOF PLAN PRINT PAPER SIZE

24 560mm SITE BOUND

3 467

FILE PATH:

DRAWING TITLE:

COCT341C - WP040 - WYNBERG COURT

PASSAGE

P08 2

E-MAIL: acg@acgarchitects.co.za

5 481

ERF 66554 4 627

P07 2

SCALE 1:100

A: 3 m2 F: Screed

A: 10 m2 F: Timber

A: 36 m2 F: Timber

FEMALE WC

FAX.: +27 21 448 6621

280

6 277

1 P08

P07 2

+12,290 4 FOURTH FLOOR

FIRST STOREY

102

NEW COURTROOM 02

A: 42 m2 F: Tiles

CHURCH STREET

NEW WC

NEW OFFICE 02

NEW COURTROOM 01

TEL.: +27 21 448 6615

5 445

10 736

PROJECT:

+12,290 4 FOURTH FLOOR1

A: 10 m2 F: Timber

PO BOX 70 WOODSTOCK 7925

700

FILE PATH:

1 200 NEW OFFICE 01

A: 4 m F: Tiles

SALT RIVER

ARY

24 560mm SITE BOUND

FACILITIES MANAGEMENT 4th Floor, Tower Block, Civic Centre 12 Hertzog Boulevard, Cape Town

SCALE 1:100

A: 25 m2 F: Tiles

2 215 SALT RIVER CIRCLE

CHURCH STREET

ROOF & SITE LAYOUT

280

SALT RIVER CIRCLE

CLIENT:

090

PASSAGE

SECURITY DESK

ACG ARCHITECTS (PTY) LTD CAPE TOWN:

E-MAIL: acg@acgarchitects.co.za

A: 28 m2 F: Tiles

110 1 120 110

5 200 110 110 1 060 1 600 3 175

398 ALBERT ROAD

FAX.: +27 21 448 6621

ERF 66555

1 P07

CAPE TOWN:

PO BOX 70 WOODSTOCK 7925

ERF 66554

NEW MALE HOLDING CELL

A: 18 m2 F: Tiles

SECURITY WC

398 ALBERT ROAD

TEL.: +27 21 448 6615

NEW FEMALE HOLDING CELL

A: 2 m2 F: Tiles

SALT RIVER

ARY

24 560mm SITE BOUND

BOUNDARY

230

1 370

3 020 700 1 940

1 800 110 280

230 1 650 110 280

6 220

1 650 280

A: 67 m2 F: Timber

230

3 750

280

3 585 110 4 200

BRODIE ROAD 1 P07

260

A: 12 m2 F: Timber

ACG ARCHITECTS (PTY) LTD

110 1 000

NEW OFFICE 03

4 345

NEW OFFICE

NEW OPEN PLAN OFFICE

6 260

4 540

1 033 110 1 652 22 21 20 19 18 17 16 15 14

13 12 11 10 9

1 P07

994

1 P07

1 800

2 245

280

A: 29 m2 F: Timber

P08 2

ERF 66556

110

CIRCULATION

2 795

1 746

13 595

A: 23 m2 F: Timber

280

BRODIE ROAD

13 12 11 10 9 8 7 6

22 21 20 19 18 17 16 15 14

NEW MEETING ROOM

P08 2

5 150

900 A: 11 m2 F: Tiles

110 900 900 1 000 1 000 900 110 110 110 110 110

8 580

NEW MALE WC

A: 80 m2 F: Timber

ERF 66556

3 506

RY 19 240mm SITE BOUNDA

1 P07

A: 26 m2 F: Screed

A: 11 m2 F: Tiles

RY 19 240mm SITE BOUNDA

ERF 66556

NEW KITCHEN AREA

NEW FEMALE WC

NEW ARCHIVES

110

12 160

23 820mm SITE

5 481

4 326

110

2 888

5 000

110 1 200

7 191

1 600

1 652

280

P08 2

400

4 616

280 P07 2

110

22 700mm SITE BOUNDARY

P08 2

8 332

230

11 007 110

3 498

1 700

3 735

10 507

5 400

3 498

1 925 110 BOUNDARY

22 700mm SITE BOUNDARY

P08 2

280 1 540

280 280

5 385

1 652

6 837 23 820mm SITE

BOUNDARY

280

5 774 7 304

110

1 P08

P07 2

1 P08

P07 2

1 323

23 820mm SITE

1 800 230

230 6 324

1 P08

2 427

260

ise

DATE YYYY.MM.DD

winter sunr

1 P08

REV.

sunset

110

winter sunr

REVISIONS

t nse r su te in w

sum mer sunset

1 100

REVISION DETAILS

5 010

DATE YYYY.MM.DD

REV.

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

22DOWN 21 20 19 18 17 16 15 14

ra ter win

DRAWN:

CHECKED:

DATE FIRST ISSUED:

2022/10/20

REG #: PSAT 57272754

REG #: PA 3571

+12,290 4 FOURTH FLOOR

NOTE:

1. THIS DESIGN IS COPYRIGHT AND REMAINS THE PRO

2. ALL WORK TO BE CARRIED OUT IN STRICT ACCOR NATIONAL BUILDING REGULATIONS.

COMMENCING WITH ANY WORK.

DRAWING STATUS:

4. ALL DISCREPENCIES TO BE REPORTED TO THE ARCHITECT IMMEDIATELY, WORK TO

FOR INFORMATION

5. DRAWING NOT TO BE SCALED.

DRAWING STATUS:

3. ALL RELEVANT DETAILS, LEVELS AND DIMENSIONS

FOR INFORMATION

PROCEED ONCE THE PROBLEM HAS BEEN RESOLVED

COMMENCING WITH ANY WORK.

PROCEED ONCE THE PROBLEM HAS BEEN RESOLVED.

4. ALL DISCREPENCIES TO BE REPORTED TO THE ARC 5. DRAWING NOT TO BE SCALED.

+9,290 3 THIRD FLOOR

REVISIONS

DISCIPLINE:

DRAWING NUMBER:

090

DATE

REVISION DETAILS

+9,290 3 THIRD FLOOR

YYYY.MM.DD

DISCIPLINE:

DRAWING NUMBER:

REVISION:

102

+9,290 3 THIRD FLOOR

REVISIONS REV.

DATE

REVISION

YYYY.MM.DD

E E

+6,290 2 SECOND FLOOR

NEW ARCHIVES

2 400

3 000

+6,290 2 SECOND FLOOR

NEW OFFICE

+3,890 1 FIRST FLOOR

±0,000 0 GROUND FLOOR

SECTION A - A

301

SCALE 1:100

E +6,290 2 SECOND FLOOR

+6,290 2 SECOND FLOOR

+3,890 1 FIRST FLOOR

1 950

2 100

3 640

3 000

NEW PARAPLEGIC WC

NEW WC's

3 640

+3,890 1 FIRST FLOOR

REVISION:

REV.

±0,000 0 GROUND FLOOR

NORTH WEST ELEVATION

201

SCALE 1:100

+12,290 4 FOURTH FLOOR

+9,290 3 THIRD FLOOR

+6,290 2 SECOND FLOOR

NEW OPEN PLAN OFFICE

+3,890 1 FIRST FLOOR

NEW MEETING ROOM

NEW KITCHEN AREA

+3,890 1 FIRST FLOOR

C NEW MALE HOLDING CELL

NEW FEMALE WC

NEW WAITING AREA

NEW OFFICE 01

NEW OFFICE 02 NEW OFFICE 01

3 000

NEW COURTROOM 01

+6,290 2 SECOND FLOOR

NEW ARCHIVES

±0,000 0 GROUND FLOOR

SECTION B - B

301

SCALE 1:100

±0,000 0 GROUND FLOOR

SECTION C - C

SOUTH WEST ELEVATION

NORTH EAST ELEVATION

301

SCALE 1:100

201

SCALE 1:100

201

SCALE 1:100

+12,290 4 FOURTH FLOOR

+9,290 3 THIRD FLOOR

+12,290 4 FOURTH FLOOR

+9,290 3 THIRD FLOOR

ACG ARCHITECTS (PTY) LTD

CAPE TOWN: 398 ALBERT ROAD

CAPE TOWN:

SALT RIVER CIRCLE

398 ALBERT ROAD

SALT RIVER

SALT RIVER CIRCLE

PO BOX 70 WOODSTOCK 7925

SALT RIVER

+6,290 2 SECOND FLOOR

NEW KITCHEN AREA

NEW FEMALE WC

PO BOX 70 WOODSTOCK 7925

+6,290 2 SECOND FLOOR

+3,890 1 FIRST FLOOR

TEL.: +27 21 448 6615 FAX.: +27 21 448 6621

TEL.: +27 21 448 6615

E-MAIL: acg@acgarchitects.co.za

FAX.: +27 21 448 6621

NEW ARCHIVES

E-MAIL: acg@acgarchitects.co.za

FILE PATH:

J:\2154 COCT341c – WP040- Wynberg Court \20220926_2154 - WYNBERG MUNICIPAL CO

FILE PATH:

+3,890 1 FIRST FLOOR

J:\2154 COCT341c – WP040- Wynberg Court\Drawings\01 Current \20220926_2154 - WYNBERG MUNICIPAL COURT.pln

+3,890 1 FIRST FLOOR

NEW OFFICE 01

PASSAGE

CLIENT:

ENTRANCE AREA

FACILITIES MANAGEMENT 4th Floor, Tower Block, Civic Ce 12 Hertzog Boulevard, Cape To

FACILITIES MANAGEMENT 4th Floor, Tower Block, Civic Centre 12 Hertzog Boulevard, Cape Town ±0,000 0 GROUND FLOOR

±0,000 0 GROUND FLOOR

PROJECT:

PROJECT NO.:

COCT341C - WP040 - WYNBERG COURT

2154

±0,000 0 GROUND FLOOR

COCT341C - WP040 - WYN COURT

±0,000 0 GROUND FLOOR

DRAWING TITLE:

SECTIONS A-A to D-D PRINT PAPER SIZE

A1 301

SECTION D - D

DRAWN:

CHECKED:

DATE FIRST ISSUED:

2022/10/20

REG #: PSAT 57272754

REG #: PA 3571

SOUTH EAST ELEVATION

201

SCALE 1:100

DRAWING STATUS:

SCALE 1:100

FOR INFORMATION

ELEVATIONS PRINT PAPER SIZE

DISCIPLINE:

DRAWING NUMBER:

REVISION:

301

CHECKED:

REG #: PSAT 57272754

REG #: PA 3571

DRAWING STATUS:

FOR INFORMATION

SKETCH DESIGNS PAGE 21 |

DISCIPLINE:

DRAWING NUMBER

201

NOTE:

1. THIS DESIGN IS COPYRIGHT AND REMAINS THE PROPERTY OF THE ARCHITECT. 2. ALL WORK TO BE CARRIED OUT IN STRICT ACCORDANCE TO MUNICIPAL AND

NATIONAL BUILDING REGULATIONS.

3. ALL RELEVANT DETAILS, LEVELS AND DIMENSIONS TO BE CHECKED ON SITE BEFORE COMMENCING WITH ANY WORK. 4. ALL DISCREPENCIES TO BE REPORTED TO THE ARCHITECT IMMEDIATELY, WORK TO PROCEED ONCE THE PROBLEM HAS BEEN RESOLVED.

ra ter win

PROJECT INFORMATION ERF: 180844 STREET ADDRESS: C/O CHURCH STREET & BRODIE ROAD SUBURB: WYNBERG ERF AREA: 506m²

t se un rs te in w

sum mer suns et

winter sun

rise

se nri su er m m ind su rw me sum

NO RTH

GROUND STOREY TOTAL COVERED AREA EXISTING AREA: NEW AREA: NEW RAMPS / LANDINGS:

411,2m² 215,8m² 184,9m² 10,5m²

FIRST STOREY TOTAL AREA EXISTING AREA: NEW AREA:

311,3m² 215,8m² 95,5m²

5. DRAWING NOT TO BE SCALED.

REVISIONS REV.

DATE

REVISION DETAILS

- 2023/05/ Council submission 19

E E

HERITAGE GRADING: 3B ZONING: General Business 1 & TR2 PERMISSABLE FLOOR FACTOR: 1,5 CALCULATED FLOOR FACTOR: 1,4 COVERAGE ALLOWED: 100% CALCULATED COVERED AREA: 82,26% COVERAGE MAX HEIGHT ABOVE EXISTING GROUND LEVEL: 15m BUILDING LINES STREET BOUNDARY: COMMON BOUNDARIES: STREET CENTRELINE SETBACK:

0m up to 10m height 4,5m above 10m height 0m 8m

GENERAL COUNCIL NOTES

C 301

301 B

ERF 148432

1 23 820mm SITE

2 4

BOUNDARY

3 5

23 820mm SITE

Parking 02

Parking 01 EXISTING SEWER CONNECTION

EXISTING SEWER CONNECTION

Existing roof

B 302 F

Existing adjoining building to be demolished.

ERF 66556

ARCHITECT SIGNATURE:

G 302

ACG ARCHITECTS (PTY) LTD

EXISTING STORMWATER MANHOLE

CAPE TOWN:

8m Street Centreline Setback

398 ALBERT ROAD SALT RIVER CIRCLE

SALT RIVER PO BOX 70 WOODSTOCK 7925

DARY 24 560mm SITE BOUN

FAX.: +27 21 448 6621

1 TO MUNICIPAL CONNECTION

DARY

24 560mm SITE BOUN

TEL.: +27 21 448 6615

2 4

E-MAIL: acg@acgarchitects.co.za

3 5

FILE PATH:

C:\Users\adriaana\ACG Architects\Jobs - Documents\2154 Wynberg Court\Drawings\01 Current\2154 - WYNBERG MUNICIPAL COURT.pln

E 302

C 301

301 B

CLIENT:

EXISTING SEWER MANHOLE

0m TOWARDS BRODIE ROAD / NEAREST STOP STREET

FACILITIES MANAGEMENT 4th Floor, Tower Block, Civic Centre 12 Hertzog Boulevard, Cape Town

EXISTING STORMWATER MANHOLE

100

PROJECT:

COCT341C - WP040 - WYNBERG COURT DRAWING TITLE:

ROOF & SITE PLAN

090

SCALE 1:100

CHURCH STREET

GROUND FLOOR DEMOLITION

EXISTING SEWER CONNECTION

CHURCH STREET

SCALE 1:100

PROJECT NO.:

2154

SITE & ROOF PLAN PRINT PAPER SIZE

DRAWN:

CHECKED:

DATE FIRST ISSUED:

2022/10/20

REG #: PSAT 57272754

REG #: PA 3571

DRAWING STATUS:

LOCAL AUTHORITY SUBMISSION

| PAGE 22 LOCAL AUTHORITY DRAWINGS

DISCIPLINE:

DRAWING NUMBER:

REVISION:

090

IF THE ABOVE DIMENSION DOES NOT MEASURE FIVE CENTIMETERS (5 cm) EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELLED SCALES.

Existing stairs & wall to be demolished.

5 cm ACTUAL A 301

Existingwall to be demolished.

POLICE / OFFENDERS VEHICULAR ENTRANCE

Existing Bathroom to be demolished.

#LayID B

BRODIE ROAD 0m TOWARDS CHURCH STREET / NEAREST STOP STREET

EXISTING STORMWATER CATCHPIT

13 12 11

23 22 21 20 19 18 17 16 15 14

MH03

New boundarywall

EXISTING SEWER CATCHPIT

MH04

ERF 66544 PUBLIC PARKING

CLIENT SIGNATURE:

DARY

Existing roof

19 240mm SITE BOUN

New flat concrete roof with upstands as per engineer's details.

8m Street Centreline Setback

ERF 180844

5.6 Roof Assembly Roof assembly in accordance with SANS 10400XA 4.4.2, with a min total R-value OF 3.7, heat flow up: 301 D

ERF 66556

A 301

Existing adjoining building to be demolished.

SANS 10400 XA: ENERGY USAGE ENERGY ZONE 4

New skylight

BOUNDARY

22 700mm SITE BOUNDARY

New skylight

22 700mm SITE BOUNDARY

301 D

ERF 148432

23 820mm SITE BOUNDARY

Magistrate's parking

New boundaryw all

New flat concrete roof with upstands as per engineer's details.

New skylight

E 302 #LayID B

L: ROOF ∑ Any alteration to exist roof structures/all new roof structures to be Grade 6, Class A SA Pine. ∑ All roof truss designs, support beams/posts and fixing methods to be designed and specified by Structural Engineer. ∑ All new work is to be in strict accordance with SANS 10400 Part L ∑ All roof and ceilings heights comply with the provisions of 4.3 of SANS 10400-C:2016 ∑ Gutters and downpipes, where provided, are sized in accordance with the requirements of SANS 10400-R. ∑ The fire resistance and combustibility of the roof assembly or any ceiling assembly are in accordance with the requirements of SANS 10400-T. ∑ Concrete flat roofs to ∑ Roof design to engineer’s drawings & specifications.

1 5

OCCUPANCY - GROUND STOREY A1 Entertainment and public assembly ±118 people E1 Place of detention ± 16 people G1 Offices ± 5 people

1. THIS DESIGN IS COPYRIGHT AND REMAINS THE PROPERTY OF THE ARCHITECT. 2. ALL WORK TO BE CARRIED OUT IN STRICT ACCORDANCE TO MUNICIPAL AND NATIONAL BUILDING REGULATIONS. 3. ALL RELEVANT DETAILS, LEVELS AND DIMENSIONS TO BE CHECKED ON SITE BEFORE COMMENCING WITH ANY WORK. 4. ALL DISCREPENCIES TO BE REPORTED TO THE ARCHITECT IMMEDIATELY, WORK TO PROCEED ONCE THE PROBLEM HAS BEEN RESOLVED.

OCCUPANCY - FIRST STOREY G1 Offices J3 Low Risk Storage

5. DRAWING NOT TO BE SCALED.

ra ter win

REVISIONS

REV.

NOTE:

1. THIS DESIGN IS COPYRIGHT A

2. ALL WORK TO BE CARRIED O

NOTE:

DATE

REVISION DETAILS

± 7 people ± 1 person

GROUND STOREY TOTAL COVERED AREA EXISTING AREA: NEW AREA: NEW RAMPS / LANDINGS:

411,2m² 215,8m² 184,9m² 10,5m²

FIRST STOREY TOTAL AREA EXISTING AREA: NEW AREA:

311,3m² 215,8m² 95,5m²

E winter sun

rise

3. ALL RELEVANT DETAILS, LEVE

COMMENCING WITH ANY WO

4. ALL DISCREPENCIES TO BE RE

PROCEED ONCE THE PROBLEM

5. DRAWING NOT TO BE SCALE

REVISIONS

t nse r su te in w

sum mer suns et

NATIONAL BUILDING REGULATI

PROJECT INFORMATION ERF: 180844 STREET ADDRESS: C/O CHURCH STREET & BRODIE ROAD SUBURB: WYNBERG ERF AREA: 506m²

REV.

DATE

- 2023/05/ Coun 19

se nri su er m m ind su rw me sum

HERITAGE GRADING: 3B

NO RTH

ZONING: General Business 1 & TR2 PERMISSABLE FLOOR FACTOR: 1,5 CALCULATED FLOOR FACTOR: 1,4 COVERAGE ALLOWED: 100% CALCULATED COVERED AREA: 82,26% COVERAGE MAX HEIGHT ABOVE EXISTING GROUND LEVEL: 15m BUILDING LINES STREET BOUNDARY: COMMON BOUNDARIES:

0m up to 10m height 4,5m above 10m height 0m

STREET CENTRELINE SETBACK: 8m GENERAL COUNCIL NOTES GENERAL COUNCIL NOTES GENERAL NOTES: ∑ The design on this drawing is copyright and remains the property of the architect. All work to be carried out strictly in accordance with municipal regulations. 283

2 050

230

1 800 230

760

230 1 800

230

5 161 7 191

230

280

3 190

277

1 323 280 1 540 280

760

230

6 691

3 390

110

11 007

5 000

110

8 332

5 000

110

m SITE BOUNDARY

24 560m

CLIENT:

3 467

2 500

1 000

2 500

2 430

COCT341C - WP040 - WYNBERG COURT

2 400

1 200

3 320 4 545 4 040

110

6 220

110

8 132

110

230

1 652 230

D01

1 170

5 010

5.6 Roof Assembly Roof assembly in accordance with SANS 10400XA 4.4.2, with a min total R-value OF 3.7, heat flow up: Concrete Flat Roof - 200mm RC slab = xxx - 25mm Expanded polyurethane = 1,00 R: STORM WATER DISPOSAL - 100mm (cellulose ISOTHERM blanket ∑ All work is to be in strict fibre) accordance with SANS 10400 Part R Storm water Disposal. = 2,50 ∑ All new storm water downpipes to lead water to existing storm water reticulation. TOTALwater R-VALUE = xxx ∑ Storm emanating from the roof, paving or area in the immediate vicinity of a building shall not causedoes damage to the building interior, structure, or structural Therefore complies/ not comply

rwdp

ex. MH

EXISTING SEWER MANHOLE

elements, or accumulate in a manner that unduly inconveniences the occupant.

∑ Storm water disposal arrangements shall

2154

1 170

230 1 600

230

700 280

277

3 058

280

5 102

1 960

7 632 1 162

DEMOLITION PLAN A

2 322

110

1 147

110

1 173

1 970

110

110 1 815 1 765 280

230

2 810

4 264 230 1 775 1 775

CHECKED:

DATE FIRST ISSUED:

2022/10/20

REG #: PA 3571

4 616

110

6 661

6 396

110

6 810

11 947

REG #: PSAT 57272754

110

1 200

EXISTING STORMWATER MANHOLE EXISTING SEWER CONNECTION

4 230 3 816

10 736

LOCAL AUTHORITY SUBMISSION

DISCIPLINE:

DRAWING NUMBER:

100

101

ARCHITECT SIGNATURE:

K: WALLS ∑ In accordance with SANS 10400 B and K and in accordance with SANS XA 4.4.3.2 ∑ New external brick work to be 280mm cavity walls consisting of 115mm good quality ROK's with 50mm cavity, tied together with wall ties evenly distributed at 2.5 ties per square metre of face area (G.M.S butterfly 90 wall ties @340 centres vertically). ∑ Cavity walls to have 375 Micron Damp Proof Course stepped from internal skin down to external skin with weep holes at regular intervals (every fifth brick on / 900 centres) in the external skin. ∑ Cavities below DPC level to be concrete filled. ∑ New internal load bearing walls to be min 230mm and in strict accordance with engineer's detail and specification. ∑ New internal non-load bearing walls to be 115mm good ROK brick work (COROBRICK Standard 110x220x75mm Clay Bricks) ∑ A walling construction that has any metal sheet, metal studs, metal tracks or metal battens fixed to each other shall have a thermal break consisting of a material with an R-value of not less than 0,2 m².K/W installed between the metal structural elements. P: DRAINAGE: New Ø110 PVC soil pipes. New min. Ø40 PVC waste pipes. New Ø110 ventilated stubstack to new Ø110 sewer pipe. ∑ Any type of joint between pipes or between pipes and fittings shall remain watertight under normal working conditions, or where there might be any differential movement between such pipes and any building or ground or other construction forming part of the drainage installation, and able to withstand an internal water pressure of 50 kPa and an external water pressure of 30 kPa without leaking. ∑ All new sewer lines are to be laid at a gradient of not less than 1 in 60. ∑ Any pipe work that passes under the building shall be accessed externally and may not be accessed from within the building. The pipe work is to be protected against the transmission of load by encasing it in concrete in 100mm mass concrete ∑ All drainage is to be in strict accordance with SANS 10400 Part P

IF THE ABOVE DIM CENTIMETERS (5 cm HAVE BEEN ENLAR ALL LABELLED SCA

ACG ARCHITEC CAPE TOWN: 398 ALBERT ROAD SALT RIVER CIRCLE SALT RIVER

PO BOX 70 WOODSTO TEL.: +27 21 448 6615

FAX.: +27 21 448 6621

E-MAIL: acg@acgarc FILE PATH:

C:\Users\adriaana\ACG Court\Drawings\01 Curre CLIENT:

FACILITIES MANAG 4th Floor, Tower Blo 12 Hertzog Boulev PROJECT:

COCT341C - WP COURT DRAWING TITLE:

GROUND STO

PRINT PAPER SIZ

GROUND STOREY PLAN SCALE 1:100

REVISION:

New Pitched Roof i) not result in the undercutting of foundations due to erosion or flooding, -j) 0.53mm AZ200 Galvanised IBRthe roof sheeting = 0,001 drain away from buildings, as farCHROMADEK as possible, under action of gravity and - not Horizontal to 45° air space - PVC /reflective underlay accumulate against or in close proximity to external walls, - heat flow up = k)make provision for the drainage of sites that are waterlogged or seasonally 0,55 waterlogged, and - 145mm ISOTHERM insulation (polyester blanket) = 3,37 l) be capable of being readily cleaned and maintained. - 9.5mm Plasterboard ceiling = 0,045 TOTAL R-VALUE = 3,966 Therefore complies Existing Pitched Roof - Existing corrugated roof sheeting - 80mmPolyurethane board insulation - 9.5mm Plasterboard ceiling TOTAL R-VALUE Therefore complies

DRAWING STATUS:

BRODIE ROAD

3 320

12 160

1 200

2 600

110

2 020 110 1 870

2 600 7 608

110

110 3 498

3 498

W01 rwdp W01

230

30mm ISOBOARD to be installed in the cavities of all new cavity walls.

6 ex. MH

CHURCH STREET 280

700 280

PRINT PAPER SIZE

existing stormwater manhole

5.5 External walls The minimum total R-value requirements for an external wall with a surface density equal or greater than 270 kg/m² shall be 0,6. Minimum requirement of 50mm Cavity wall is met.

existing stormwater catchpit

4 800

To municipal connection

EXISTING SEWER LINE

DRAWING TITLE:

SANS 10400 XA: ENERGY USAGE ENERGY ZONE 4

PROJECT NO.:

PROJECT:

DRAWN:

W03

110

W06

C 301

FACILITIES MANAGEMENT 4th Floor, Tower Block, Civic Centre 12 Hertzog Boulevard, Cape Town

D02

existing stormwater catchpit

301 B

FIRST FLOOR DEMOLITION SCALE 1:100

UP W21

W06 4 800

100

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

D02

1 775

To municipal connection

A: 18,0 m2 F: Timber

4 W0

C:\Users\adriaana\ACG Architects\Jobs - Documents\2154 Wynberg Court\Drawings\01 Current\2154 - WYNBERG MUNICIPAL COURT.pln

rwdp

4 W0

ERF 180844

NEW TELLERS

CLIENT SIGNATURE:

J: FLOOR SLABS: ∑ New ground storey slabs are to be cast at a minimum of 170mm thick & reinforced in accordance with engineer's specification, laid on 375micron Damp Proof Membrane, turned up around the perimeter at least the full thickness of the slab, on maximum 150mm well compacted sand, on clean well compacted fill layers not more than 150mm in thickness. ∑ Where internal walls divide the surface bed, the DPM must be continuous and DPC placed over. ∑ New first storey slabs to be a minimum of 200mm insitu reinforced concrete in strict accordance with engineer's details. ∑ New first storey slabs in existing building section to be 150mm bondek slabs as per engineer's details. ∑ All new work is to be in strict accordance with SANS 10400 Part J

A 301

110

EXISTING SEWER CONNECTION 8m Street Centreline Setback

New ramp

W21

Parking 02 Disability bay

Parking 01

A: 40,8 m2 F: Timber

W22

RE 1

Gully

W07

4 635

W07

260 1 652

D06

W01

1 078 DOWN

1 600

whb

NEW WAITING AREA W07

1 170

W07

W21

W07

Lift position

D03

260

1 600

D04 MH04

G: EXCAVATIONS ∑ All work is to be in strict accordance with SANS 10400 Part G

ERF 66544 PUBLIC PARKING

30 minute Fire Escape Door

4 000

A: 3,9 m2 F: Tiles 50Ø

Concrete staircase

SECURITY OFFICE

A: 7,7 m2 F: Tiles

1 500

Class A Fire Door

23 22 21 20 19 18 17 16 15 14

50Ø

A: 7,6 m F: Tiles

A: 3,4 m2 F: Tiles wc

110Ø

MH03

1 710 230

110 2 200 230 1 060

1 900

110

MALE WC

E 302

A: 16,1 m2 F: Timber

Annotation

PARAPLEGIC EXISTING SEWER CATCHPIT

230

3 175

2 215

A: 31,2 m2 F: Timber

FEMALE WC whb 2

280

CIRCULATION

Class A Fire Doors

whb

A: 18,3 m2 F: Timber

NEW OFFICE 03

A 301

PASSAGE

F: SITE OPERATIONS ∑ All to comply with SANS 10400 Part F and to be certified by the Main Contractor. ∑ Sanitary facilities for all personnel employed on or in connection with this project to be provided on site. ∑ Property owner(s) to familiarize themselves with SANS 10400 F

301 D

1 100

5 102

1 170

1 600 230

A: 2,0 m2 F: Screed

1 170

230

D: PUBLIC SAFETY ∑ All work is to be in strict accordance with sans 10400 PART D ∑ The protection of the edge of any balcony, bridge, flat roof of similar place shall be designed to prevent any person from falling from such balcony, bridge, flat roof or similar place. ∑ Unauthorized access to the flat roof is prevented by not providing throughfare to or external access to the roof.

W02

1 170

A: 11,2 m2 F: Timber

A: 35,7 m2 F: Timber

Gully

FILE PATH:

50Ø 110Ø D06

NEW COURTROOM 02

A: 42,0 m2 F: Tiles

W0 5

E-MAIL: acg@acgarchitects.co.za

NEW OFFICE 02

Run 03 - 1:60 fall

FAX.: +27 21 448 6621

NEW WC

whb

8m Street Centreline Setback

whb A: 2,4 m2 F: Tiles wc

EXISTING SEWER CONNECTION

TEL.: +27 21 448 6615

A: 10,4 m2 F: Timber

D04

NEW COURTROOM 01

Class A Fire Door 1 200

NEW OFFICE 01

A: 3,7 m2 F: Tiles Class A Fire Doors

SECURITY WC

C: DIMENSIONS ∑ All to comply with sans 10400 PART C ∑ All dimensions and levels are to be checked on site prior to setting out. ∑ Do not scale, refer only to figure dimensions.

Gully

D05 Class A Fire Door

SECURITY DESK

SALT RIVER PO BOX 70 WOODSTOCK 7925

Run 02 - 1:60 fall

D08

A: 25,2 m2 F: Tiles

Run 04 - 1:60 fall

SALT RIVER CIRCLE

Run 01 - 1:60 fall Magistrate's parking

vented stack

PASSAGE

existing stormwater catchpit

398 ALBERT ROAD

EXISTING SEWER CONNECTION NO RTH

W0 5

900

260

230 230

230 4 600

5 200

D07

280 9 085

1 600 280 280

7 145

2 245 1 650 280

280

CAPE TOWN:

A: 25,7 m2 F: Tiles

3 391 230 1 370

2 799 230 1 370

900

1 282

281 4 326

230 3 120

2 890 230

230

0 1 600

3 020 700

1 800 110

5 150

280

3 750

A 301 D

280

BRODIE ROAD

#LayID B

ACG ARCHITECTS (PTY) LTD

se nri su er m m ind su rw me sum

G 302

rise

10 767

DARY

NEW MALE HOLDING CELL

A: 16,9 m2 F: Tiles

winter sun

Gully

NEW FEMALE HOLDING CELL

110Ø

DARY

IF THE ABOVE DIMENSION DOES NOT MEASURE FIVE CENTIMETERS (5 cm) EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELLED SCALES.

ra ter win

1 200

sum mer suns et

W08

ERF 66556

5 cm ACTUAL

110

of the architect, prior to construction and within reasonable time to find a solution. B: STRUCTURAL DESIGN ∑ All material, installation and maintenance to comply with SANS 10400 B, and shall be SABS approved for intended purpose. ∑ All structural work including foundations, ground slabs, suspended R.C. floors, staircases, and all roof truss designs and fixing detailing to be done strictly to engineer's design and specifications. ∑ Connections between existing and new structures or alterations to existing structures to be designed and methods to be specified by structural engineer. This applies to excavation, retaining walls, protection, waterproofing and support of new and existing structures.

1 200

19 240mm SITE BOUN

DARY

ARCHITECT SIGNATURE:

110

Run 01 - 1:60 fall

Ø 50

CLIENT SIGNATURE:

198

1 200

1 000

4 726

4 50Ø

18 224

302 F

110 110

4 616

4 543

13 091

BOUNDARY

110Ø

22 700mm SITE BOUNDARY

19 240mm SITE BOUN

302 F

4 616 3 506

ERF 148432

commencement of work.

230

110

8 332

BOUNDARY

23 820mm SITE

G 302

∑ No part of the proposed building is to encroach beyond the existing site boundaries. ∑ All notes to refer to sans10400. ∑ Any discrepancies related to the whole of the works to be brought to the attention

10 512

280

110Ø

23 820mm SITE

∑ All relevant details, levels, dimensions to be checked on site before

230

280

301 B

3 420

230

10 507

t se un rs te in w

E 302 #LayID B

4 031

10 507

280

C 301

277

280

DRAWN:

= 0,000 = 3,37 = 0,045 = 3,966

DRAWING STATUS:

LOCAL AUTH DISCIPLINE:

AC REG #: PSAT 57272754

LOCAL AUTHORITY DRAWINGS PAGE 23 |

NOTE:

1. THIS DESIGN IS COPYRIGHT AND REMAINS THE PROPERTY OF THE ARCHITECT.

2. ALL WORK TO BE CARRIED OUT IN STRICT ACCORDANCE TO MUNICIPAL AND

OCCUPANCY - GROUND STOREY A1 Entertainment and public assembly ±118 people E1 Place of detention ± 16 people G1 Offices ± 5 people

5.3 FENESTARTION CALCULATIONS:

COMMENCING WITH ANY WORK.

Glazing area = 38,15m² = 10,54% of nett floor area PERFORMANCE compliant under SANS 10400 XA - Area weighted average maximum whole fenestration element performance values for vertical fenestration

PROCEED ONCE THE PROBLEM HAS BEEN RESOLVED.

± 7 people ± 1 person

GROUND STOREY TOTAL COVERED AREA EXISTING AREA: NEW AREA: NEW RAMPS / LANDINGS:

411,2m² 215,8m² 184,9m² 10,5m²

Existing roof

FIRST STOREY TOTAL AREA EXISTING AREA: NEW AREA:

311,3m² 215,8m² 95,5m²

REV.

DATE

REVISION DETAILS

- 2023/05/ Council submission 19

Existing window

6,290 U/S EXISTING BEAM

3,890 FIRST STOREY

5.3 FENESTARTION CALCULATIONS: FIRST STOREY NETT FLOOR AREA = 273m² Glazing area = 37,98m² = 13,91% of nett floor area PERFORMANCE compliant under SANS 10400 XA - Area weighted average maximum whole fenestration element performance values for vertical fenestration

COMMON BOUNDARIES: STREET CENTRELINE SETBACK:

5.2.1 Where shading is implemented to satisfy fenestration requirements, the building shall b) alternatively have an external shading device, such as a shutter, blind, building screen with vertical or horizontal blades, battens or slats, which 1) can restrict at least 80 % by area of astronomical summer solar radiation, and 2) if adjustable, is readily operated either manually, mechanically, or electronically by the building occupants.

rise

230

1 600 110

5 481

openings (max. 3m opening) with a bearing of 300mm minimum and with a minimum of 6 courses brickwork over with brickforce in every course. *Unless otherwise specified by engineer.

1 930

110

2 616

3 633

A 301

260

A: 16,3 m2 F: Timber

Lift D13 position

3 870

2 U/S EX

Plastered & painted

+3,890 1 FIRST STOREY

Plastered & painted

±0,000 0 GROUND STOREY

Mechanical ventilation: All toilets to be mechanically ventilated as per mechanical engineer's design and specification. - Exhaust outlets and air inlets to be protected by a substantial grille, louvre or weather cowl fitted with a screen through which a 12 mm diameter sphere cannot pass. - 25 litres/second Air supply required per person with a minimum 10 air changes required per hour - The artificial ventilation system shall not be connected to any artificial lighting system for the purpose of on/off control. - The artificial ventilation system should remain in the ‘on’ position for a period after the room is vacated. This is to ensure that any residual moisture is removed from the room so that a damp environment does not develop.

BRODIE ROAD

3 824

110

W09

3 233 6 532

900

W09

NEW OFFICE 04

3 890

900 1 652

Concrete staircase 23 22 21 20 19 18 17 16 15 14

1 000 1 272 900 110 110 110

110 110

A: 22,5 m2 F: Timber

+6,290 2 U/S EXISTING BEAM

Natural Ventilation: · The total area of an opening, a door or an openable glazed window be not less than 5 % of the floor area of the room, or 0,2 m², whichever is the greater.

ERF 66544 PUBLIC PARKING

1 652

New staircase Risers: 176,8mm Treads: 275,0mm

CIRCULATION

13 12 11 10

1 800

1 871

A: 4,9 m2 F: Tiles

994

W12

280

2 245

A 301

A: 20,2 m2 F: Timber

301 D

110

1 474

W12

NEW SERVER RM

NEW MEETING ROOM

W09

whb

4 268

high level window above

W09

whb

rwdp

DARY

13 595

8m Street Centreline Setback

RE 02 under removable tile high level window above

W09

A: 23,2 m F: Screed

110Ø

A: 10,9 m2 F: Tiles

sink

A: 11,9 m2 F: Tiles

SCALE 1:100

O: Lighting and Ventilation · All work is to be in strict accordance with SANS 10400 Part O Lighting and Ventilation.

50Ø

NEW KITCHEN AREA wc

NEWwhb FEMALE WC 50Ø

280 8 860

NEW ARCHIVES A: 79,9 m2 F: Timber

ERF 66556

W10

whb

NEW MALE WC

201

Existing roof

Practice.

19 240mm SITE BOUN

22 700mm SITE BOUNDARY

301 D

NORTH WEST ELEVATION

∑ Windows to conform to the Mechanical Performance Criteria of SANS 613.

Windows and Doors:

ERF 180844

∑ Lintels to be laid in accordance with Part K 4.2.9. ∑ Opaque glass in bathroom windows conforming to SANS/SABS 0137-2000 Code of

vented stack at high level. dropper pipe to Ground storey

5 2

5 MAX HEIGHT ABOVE EXISTING GR

∑ Pre-cast reinforced concrete lintels to be built into brick work above all horizontal

NO RTH

New Skylight RL-03

New Skylight RL-02

New rainwater downpipe

7 191

5 3 615

winter sun

1 700 230

3 000

1 805 110

BOUNDARY

se nri su er m m ind su rw me sum

New Skylight RL-01

sum mer suns et

C 301

1 6 837

23 820mm SITE

t se un rs te in w

301 B

ra ter win

Plastered & painted

ERF BOUNDARY

ERF 148432

Existing openings closed

0,000 GROUND STOREY

GENERAL COUNCIL NOTES

5.2 GROUND STOREY SHADING

0m up to 10m height 4,5m above 10m height 0m 8m

Plastered & painted

2 700

SANS 10400 XA

1775 x 2400

New window

1800 x 2000

1 800

REVISIONS

HERITAGE GRADING: 3B

5.2 GROUND STOREY SHADING

5 2

5. DRAWING NOT TO BE SCALED.

GROUND STOREY NETT FLOOR AREA = 362m²

ERF BOUNDARY

SANS 10400 XA E

3. ALL RELEVANT DETAILS, LEVELS AND DIMENSIONS TO BE CHECKED ON SITE BEFORE 4. ALL DISCREPENCIES TO BE REPORTED TO THE ARCHITECT IMMEDIATELY, WORK TO

New rainwater downpipe

OCCUPANCY - FIRST STOREY G1 Offices J3 Low Risk Storage

NATIONAL BUILDING REGULATIONS.

PROJECT INFORMATION ERF: 180844 STREET ADDRESS: C/O CHURCH STREET & BRODIE ROAD SUBURB: WYNBERG ERF AREA: 506m²

0 GRO

CLIENT SIGNATURE:

ARCHITECT SIGNATURE:

SOUTH WEST ELEVATION

5 cm ACTUAL

IF THE ABOVE DIMENSION DOES NOT MEASURE FIVE CENTIMETERS (5 cm) EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELLED SCALES.

SCALE 1:100

201

2 5

Existing roof

ACG ARCHITECTS (PTY) LTD 6 220

NEW OPEN PLAN OFFICE A: 66,8 m2 F: Timber

CAPE TOWN:

SANS 10400 XA: ENERGY USAGE ENERGY ZONE 4

398 ALBERT ROAD SALT RIVER CIRCLE SALT RIVER

rwdp

E rwdp

PO BOX 70 WOODSTOCK 7925 TEL.: +27 21 448 6615

2 U/S EXISTING BEAM E-MAIL: acg@acgarchitects.co.za

DARY

24 560mm SITE BOUN

700

5 857

280

5 445

280

1 775

7 465

W11

W11 5 441

110

3 460

C:\Users\adriaana\ACG Architects\Jobs - Documents\2154 Wynberg Court\Drawings\01 Current\2154 - WYNBERG MUNICIPAL COURT.pln

6.1 Hot water supply No hot water supplied.

3 6

+3,890 1 FIRST STOREY

C 301

CHURCH STREET

Plastered & painted 2 500

FACILITIES MANAGEMENT 4th Floor, Tower Block, Civic Centre 12 Hertzog Boulevard, Cape Town

E1 - NETT FLOOR AREA = 42.6m² 4 w/m² x 42.6 = 170.4 w/m² maximum to comply with SANS 10400 XA

PROJECT NO.:

PROJECT:

COCT341C - WP040 - WYNBERG COURT

G1 - NETT FLOOR AREA = 63.3m² 8 w/m² x 63.3 = 506.4 w/m² maximum to comply with SANS 10400 XA

A1 102

FIRST STOREY PLAN

6.2.3 Occupancy and daylight sensors shall be installed in occupancies, excluding those classified as H3 and H4 in terms of Regulation A20, and these occupancy and daylight sensors shall be so installed that no area serviced by a specific sensor is more than 100 m².

SCALE 1:100 1

| PAGE 24 LOCAL AUTHORITY DRAWINGS

DRAWN:

1139 x 2100

HA REG #: PA 3571

600 x 900

New steel shutters 600 x 900

600 x 900 1775 x 2400

New New New New New window window window window window

New door

CHECKED:

REG #: PSAT 57272754

600 x 900

New roller-shutter vehicle entrance door

FIRST STOREY PLAN PRINT PAPER SIZE

J3 - NETT FLOOR AREA = 79.9m² No prescibed power density. All bulbs to be light-emitting diodes (LED).

1139 x 2100

2154

±0,000 0 GROUND STOREY

DRAWING TITLE:

LIGHTING POWER DENSITY FIRST STOREY G1 - NETT FLOOR AREA = 103.3m² 8 w/m² x 103.3 = 826.4 w/m² maximum to comply with SANS 10400 XA

Existing window

New window

CLIENT:

6.2 Lighting Power Density LIGHTING POWER DENSITY GROUND STOREY A1 - NETT FLOOR AREA = 118.5m² 2 w/m² x 118.5 = 237 w/m² maximum to comply with SANS 10400 XA

10 736

301 B

6 277

W11

1 4

280

1775 x 2400

FILE PATH:

Existing window +6,290

FAX.: +27 21 448 6621

3 000

2 400

8m Street Centreline Setback

5.7 Building Sealing Roofs, external walls, and floors that form the building envelope and any opening such as windows and doors in the external fabric shall be constructed to minimize air leakage.

DATE FIRST ISSUED:

2022/10/20

DRAWING STATUS:

SOUTH EAST ELEVATION

201

SCALE 1:100

LOCAL AUTHORITY SUBMISSION DISCIPLINE:

DRAWING NUMBER:

102

REVISION:

2 5

NOTE:

1. THIS DESIGN IS COPYRIGHT AND REMAINS THE PROPERTY OF THE ARCHITECT.

NOTE:

1. THIS DESIGN IS COPYRIGHT A

2. ALL WORK TO BE CARRIED OU

2. ALL WORK TO BE CARRIED OUT IN STRICT ACCORDANCE TO MUNICIPAL AND

NATIONAL BUILDING REGULATIO

NATIONAL BUILDING REGULATIONS.

3. ALL RELEVANT DETAILS, LEVEL

3. ALL RELEVANT DETAILS, LEVELS AND DIMENSIONS TO BE CHECKED ON SITE BEFORE

COMMENCING WITH ANY WOR

COMMENCING WITH ANY WORK.

4. ALL DISCREPENCIES TO BE REP

4. ALL DISCREPENCIES TO BE REPORTED TO THE ARCHITECT IMMEDIATELY, WORK TO

PROCEED ONCE THE PROBLEM

PROCEED ONCE THE PROBLEM HAS BEEN RESOLVED.

2 5

4 543 REVISIONS BY

New concrete roof with upstans beams to engineer's details and specification.

2 100

New door DPC

3 890

1 200 15

New door

250 13

New door

Existing foundation footings to be confirmed.

New 170mm slab with New foundations screed on 50mm sand as per engineer's blinding over 375micron details DPM on compacted fill slab to engineer's drawings.

2 5

SCALE 1:100 New 110mmØ aluminium rainwater downpipe

Existing roof

3 320

4 545

4 040

80mm Polyurethane board insulation to be installed between existing rafters

1139x1663

Existing window

±0,000 OUND STOREY

Insulation to be installed in all wall cavities

0,000 GROUND STOREY

CLIENT SIGNATURE:

NORTH EAST ELEVATION

201

SCALE 1:100

New foundations as per engineer's details

Church Street

3,890 FIRST STOREY

0,000 GROUND STOREY

NEW OPEN PLAN OFFICE

Lift position

NEW WAITING AREA

NEW KITCHEN AREA

New 9.5mm plasterboard ceiling @ 3000mm from FFL fixed to the underside of 38x38mm brandering.

6,290 U/S EXISTING BEAM

3,890 FIRST STOREY

NEW OFFICE 01

NEW OFFICE 02 NEW OFFICE 01

0,000 GROUND STOREY

0,000 GROUND STOREY Existing foundation footings to be confirmed.

A 3 320

NEW MEETING ROOM

Lift position

SECTION B - B

SECTION C - C

301

SCALE 1:100

301

SCALE 1:100

New foundation as per engineer's C details

Existing foundation footings to be A confirmed.

CLIENT SIGNATURE:

New foundations as per engineer's details

ARCHITECT SIGNATURE:

IF THE ABOVE DIME CENTIMETERS (5 cm HAVE BEEN ENLAR ALL LABELLED SCAL

FILE PATH:

3,890 FIRST STOREY

FAX.: +27 21 448 6621

NEW KITCHEN AREA

COCT341C - WP040 - WYNBERG COURT

ELEVATIONS PRINT PAPER SIZE

280x595mm u/s beam

DPC

280x300mm RC COLUMN

New door

PASSAGE

DRAWN:

CHECKED:

DATE FIRST ISSUED:

2022/10/20

REG #: PSAT 57272754

REG #: PA 3571

Existing foundation footings to be 41 confirmed.

5 2

765x280mm d/s beam

ENTRANCE AREA New door

New door

C:\Users\adriaana\ACG A Court\Drawings\01 Curren

New 170mm slab with screed on 50mm sand blinding over 375micron DPM on compacted fill slab to engineer's drawings.

CLIENT:

3,890 FIRST STOREY

FACILITIES MANAG 4th Floor, Tower Blo 12 Hertzog Bouleva

Insulation to be installed in all wall cavities

DPC

Brodie Road

Existing foundation footings to be confirmed. 6 3

E-MAIL: acg@acgarch FILE PATH:

280x595mm u/s beam

765x280mm d/s beam

PASSAGE

2154

0,000 GROUND STOREY

DRAWING TITLE:

NEW OFFICE 01 PROJECT NO.:

PROJECT:

NEW ARCHIVES

6,290 U/S EXISTING BEAM

DPC

FACILITIES MANAGEMENT 4th Floor, Tower Block, Civic Centre 12 Hertzog Boulevard, Cape Town

±0,000 0 GROUND STOREY

NEW FEMALE WC

740

New steel shutters

CLIENT:

+3,890 1 FIRST STOREY

SALT RIVER

PO BOX 70 WOODSTO

3 000

New rainwater downpipe

C:\Users\adriaana\ACG Architects\Jobs - Documents\2154 Wynberg Court\Drawings\01 Current\2154 - WYNBERG MUNICIPAL COURT.pln

SALT RIVER CIRCLE

TEL.: +27 21 448 6615

New aluminium gutter with 110mmØ aluminium rainwater downpipe

2 400

1139 x 2100

6,290 U/S EXISTING BEAM

398 ALBERT ROAD

3 125

E-MAIL: acg@acgarchitects.co.za

CAPE TOWN:

450x280mm u/s beam

3 250

FAX.: +27 21 448 6621

+6,290 2 U/S EXISTING BEAM

ACG ARCHITEC New concrete roof with upstans beams to engineer's details and specification.

80mm Polyurethane board insulation to be installed between existing rafters

890

TEL.: +27 21 448 6615

3 000

PO BOX 70 WOODSTOCK 7925

Existing window

4 543 4 800

725

SALT RIVER

5 2

4 726 4 800

3 125

SALT RIVER CIRCLE

2 100

398 ALBERT ROAD

2 400

CAPE TOWN:

3,890 FIRST STOREY

IF THE ABOVE DIMENSION DOES NOT MEASURE FIVE CENTIMETERS (5 cm) EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELLED SCALES.

ACG ARCHITECTS (PTY) LTD

1139 x 2100

B 3 320

80mm Polyurethane board insulation to be installed between existing rafters

New foundations as per engineer's details

New 170mm slab with screed on 50mm sand blinding overB375micron DPM on compacted fill slab to engineer's drawings.

New foundations as per engineer's details A

C 4 545

6,290 U/S EXISTING BEAM

New 150mm Bondek slab on steel I-Beam supports as per engineer's drawings and details

DPC

D 4 040

5 cm ACTUAL

Existing window

6,290 U/S EXISTING BEAM

New 9.5mm plasterboard ceiling @ 3000mm from FFL fixed to the underside of 38x38mm brandering.

NEW FEMALE WC

New door

15 000 MAX HEIGHT ABOVE EXISTING GROUND LEVEL

DPC

NEW COURTROOM 01

DPC

ARCHITECT SIGNATURE:

3 250

NEW MALE HOLDING CELL

New roller-shutter vehicle entrance door

Existing openings closed

DPC

1 800

1139x1663

3,890 FIRST STOREY

3 690

1139x1663

Plastered & painted

Existing window

Insulation to be installed in all wall cavities

New aluminium gutter with 110mmØ aluminium rainwater downpipe

690

Existing window

NEW ARCHIVES

3 000

1800x857,4

Existing window

New door

3 125

900 x 1443,7

1 500

Existing window

New concrete roof with upstans beams to engineer's details and specification.

6,290 U/S EXISTING BEAM

3 295 3 890

1800x100

Existing window

1 800

1800x100

Existing window

2 700

+3,890 FIRST STOREY

1800x100

Existing window

New rainwater downpipe

+6,290 XISTING BEAM

New 9.5mm plasterboard ceiling @ 3000mm from FFL fixed to the underside of 38x38mm brandering, with 145mm ISOTHERM insulation above.

15 000 MAX HEIGHT ABOVE EXISTING GROUND LEVEL

301 A

3 890

1 800

15,000 D MAX HEIGHT ABOVE EXISTING GROUND LEVEL

2 400

15,000 15,000 MAX HEIGHT ABOVE EXISTING GROUND LEVEL

15 000 MAX HEIGHT ABOVE EXISTING GROUND LEVEL

0,000 GROUND STOREY

Existing foundation footings to be 3 6 confirmed.

15,000 D D MAX HEIGHT ABOVE EXISTING GROUND LEVEL

SECTION A - A

3,890 FIRST STOREY

New concrete staircase: Tread 250mm Riser 170mm

Brodie Road

New foundations as per engineer's details

6,290 U/S EXISTING BEAM

2 400

New foundations as per engineer's details

1 950

0,000 GROUND STOREY

+15,000 ROUND LEVEL

3 690

1500 x 2100

New window

NEW PARAPLEGIC WC

NEW WC's

900 x 1200

3 890 3 000

0,000 GROUND STOREY

9 762

New door

690

Plastered & painted

2 400

New window DPC

New aluminium gutter with 110mmØ aluminium rainwater downpipe

NEW OFFICE

DATE

- 2023/05/ Coun 19

3 000

3,890 FIRST STOREY

1 950

3,890 FIRST STOREY

1000mm High balustrade to comply with SANS 10400 Part M

NEW ARCHIVES

2 049

Insulation to be installed in all wall cavities

REV.

900

3 250

6,290 U/S EXISTING BEAM

1 000

6,290 U/S EXISTING BEAM

3 740

80mm Polyurethane board insulation to be installed between existing rafters

REVISIONS

150

REVISION DETAILS

4 800

3 740

DATE

- 2023/05/ Council submission 19

4 726

4 800

3 000

REV.

15 000 MAX HEIGHT ABOVE EXISTING GROUND LEVEL

5. DRAWING NOT TO BE SCALED.

5. DRAWING NOT TO BE SCALED

PROJECT:

COCT341C - WP COURT

0,000 GROUND STOREY

DRAWING TITLE:

New foundations as per engineer's details

PRINT PAPER SIZ

REG #: PSAT 57272754

SECTION D - D

301

SCALE 1:100

LOCAL AUTH

LOCAL AUTHORITY SUBMISSION

DRAWN:

AC DRAWING STATUS:

DRAWING STATUS:

SECTIONS A-

DISCIPLINE:

DRAWING NUMBER:

201

DISCIPLINE:

REVISION:

LOCAL AUTHORITY DRAWINGS PAGE 25 |

F R A N S C H O E K FA M I LY H O M E | PAGE 26

Located at the base of some of the Franschoek mountains is a family home designed for a retiring couple. The basis of the design was creating spaces for entertainment. The clients often host dinners and parties, and wanted open, connected living spaces. When entering the home, you walk through some private spaces, but then descend down to a large open plan space. Because the emphasis was put on spaces for entertaining, most of the bedrooms were located on the lower ground storey of the home. My responsibilities on this project included: • Creating detailed construction drawings; • Regular site visits with the project architect and liaising with the contractor; • Coordinating services dawings; • Snagging the work and compiling the findings for the contractor; Project timeline: 2017 - 2020 Budget: Software used: AutoCAD 2017-20

DRAINAGE SYMBOLS

DRAINAGE TYPES

STOP! This drawing and all representations included herein is, and remains the property of Wynand Wilsenach Architects Copyright Law Applies: The Copyright Act, Act 98 of 1978, as variously amended.

: WHEN IN DOUBT ASK!

SYMBOL

DESCRIPTION

STOP VALVE

120

MUNICIPAL DRINKING CONNECTION

540 R5

120

270

115

DRAINING TAP

STORMWATER GULLY POOL AUTOFILLER

stop cock @ 000

tank 5000L 1700Ø 2200 high

Submersible pump

STOP COCK

100

120

STORMWATER PIPE

ALL DIMENSIONS AND LEVELS ARE TO BE CHECKED ON SITE PRIOR TO SETTING OUT.

ESTATE BOREHOLE IRRIGATION WATER

THIS DRAWING IS TO BE READ WITH ALL REFERRED DETAILS.

ALL BUILDING WORK IS TO CONFORM TO SANS 10400, ALL NATIONAL BUILDING REGULATIONS AND RELEVANT LOCAL AUTHORITY REGULATIONS.

THIS DRAWING AND REPRESENTATIONS INCLUDED HEREIN IS THE PROPERTY OF WYNAND WILSENACH ARCHITECTS AND COPYRIGHT APPLIES.

INCOMING MUNICIPAL DRINKING WATER

WASTE PIPE 50Ø

50Ø waste

GEODRAIN

GREASE TRAP WATER PUMP

RC Slab 75Ø DP

DO NOT SCALE OFF THIS DRAWING. REFER ONLY TO FIGURED DIMENSIONS.

WATER POINT

DISCHARGE PIPE

ANY DISCREPANCIES AND/ OR QUERIES MUST BE REPORTED TO THE ARCHITECT IMMEDIATELY.

GARDEN TAP WATER SUPPLY

water supply @ 350

RAINWATER TANK

SUBMERSIBLE PUMP

THIS DRAWING AND REPRESENTATIONS INCLUDED HEREIN IS THE PROPERTY OF WYNAND WILSENACH ARCHITECTS AND COPYRIGHT LAW APPLIES.

IMMERSION HEATER

STORMWATER DRAIN

115

Ø1

300 540

GARDEN TAP

GREY WATER WASTE PIPE 50Ø TERMINATED/ OLD IRRIGATION CONNECTION

120 SWG

DESCRIPTION SEWER PIPE 110Ø

GT @700

GULLY

300 30 20

120

300

MANHOLE

MH1

540

POOL AUTOFILL

RAINWATER DOWNPIPE RE

RODDING EYE

WATER METER

HOSE BIB WATER PUMP VENT PIPE

SS/VV

SAFETY VALVE

Neighbour's irrigation connection

Driveway Stormwater to discharge into street

Xref Z:\A. WWA\2017\1727_VERMAAK\D. ARCHITECT'S DRAWINGS\02. SKETCH DESIGN\1727_Vermaak_SKD01_Site_2018.02.23.dwg

DRAINAGE RUN 1 MH1

110∅ PVC drainage pipe to fall @ 1:60 toward Municipal Connection

Terminated/old irrigation connection

Stormwater to connect to estate stormwater at manhole

Submersible pump

Municipal drinking water connection

Municipal drinking water supply filtration system by specialist

FFL 405.000

SWG

Stop cock on estate borehole water line before tank

Treads 300 Risers 175

GT 2 @700 75Ø DP 50Ø

6000L underground water storage tank

50Ø

Emergency overflow

Bath

MAIN BEDROOM PATIO

FB with 75Ø DP below

50Ø

New estate irrigation water connection

FFL 406.275

Steam shower

MAIN BEDROOM

TILES

FFL 406.334

MAIN EN-SUITE

FFL 406.325

SWG

New tree

SS/VV

TIMBER

TILES WC

110∅ PVC drainage pipe to fall @ 1:60 toward Municipal Connection

FB with 75Ø DP below

GUEST PARKING

New tree 75Ø side entry FB SWG

TV ROOM

Non trafficable planter

New tree

CARPET

BRAAI PATIO

1x 75Ø DP

FFL 406.325

TILES FFL 406.275

DRESSING STUDY TIMBER

SWIMMING POOL PATIO

75Ø side entry FB

FFL 406.850

DRIVEWAY

TILES FFL 406.275

SWG FB GT 3 @700

2x 75Ø DP

Stairs: Treads 300 Risers 167

STAIRCASE

ENTRANCE HALL

TIMBER

FFL 406.850

TIMBER TILES

TILES

TIMBER

FFL 406.325

Refer to level indicators and arrows for falls to take surface water to new storm water sump.

220

Pool backwash to sewer. Overflow to stormwater

@ 1050 FR

LIVING PATIO LIVING ROOM

KITCHEN FFL 406.325

GUEST WC

WINE STORE

WATER FEATURE

TILES

TIMBER

75Ø side entry FB 2 x 75Ø DP

FFL 406.325

GT 1 @700 TIMBER

Stormwater drain

TILES

New tree Stairs: Treads 300 Risers 175

PANTRY 50Ø

Tiled, concrete platform for artwork

TILES

Geodrain to eng's detail

DINING

FFL 406.325

TILES

FFL 406.275

3m x 6m

200

TILES

TIMBER

SWIMMING POOL

DRAINAGE RUN 2

FFL 406.325

75Ø side entry FB

75Ø DP

75Ø DP SWG

@ 1050

SWG

CONSERVATORY TIMBER

Planting

200

Jacuzzie cover chamber below removable cover

FFL 406.325

210 WM 160

200

Overflow

Pool cover chamber below removable cover

TILES

MH2

TILES Ø

RE 150

Stairs: Treads 270 Risers 175

Stormwater to link into existing estate stormwater. Geodrain added behind new wall outside of en-suite 4.

001 2019-01-31

Water purification system moved to Dry Yard. Water purification system added to Garage. Municipal water directed to it. Stop Cock, Water Points and Waste point positions indicated on plan. Fullbore added at Jacuzzi

000 2018-12-10

Issued to site

No.

DESCRIPTION

DATE

LAUNDRY New tree

GARAGE TILES

SS SINK

250 85

FFL 407.025

50Ø

@ 1050

Planting

002 2019-02-25

@ 750

SS SINK

003 2019-05-31

920

SCULLERY FFL 406.325

SS/VV 75Ø DP G GT 4 @700

SWG

FFL 406.975

Stairs: Treads 270 Risers 175

FFL 406.275

G S POSTNET SUITE #98 P BAG X1 VLAEBERG 8018 TEL +27214243230 EMAIL architects@w2.co.za

Pool autofiller off of irrigation water

TILES

Split the Main Water Line going to the house and set up a By-pass Valve as per specialist

Po o eq a l pu uip nd mp m en t

120

SYMBOL

FULLBORE

Planting

WHF5+: Premium Whole House Water Filter Water purification as per specialist's requirements

Stormwater drain Planting

New tree

50Ø

Vermaak 19 Meadow Lane, Kloof, Durban

WC GT 5 @700

ARCHITECT: CLIENT:

STAFF WC

DRYING YARD

TILES FFL 406.275

New Family Home Erf 3346, 13 Mongoose Drive Fransche Hoek Agricultural Estate Franschhoek

SS/VV

75Ø DP

Geodrain to eng's detail SWG

P Geodrain to eng's detail

New tree

Ground Storey Stormwater & Drainage Layout D

1:50

SHEET SIZE

SCALE

AC / JB

DRAWN

CHECKED

PROJECT

1727

REVISION

003

D5-101 DRAWING No.

FOR CONSTRUCTION DOCUMENTATION PHASE

CONSTRUCTION DRAWINGS PAGE 27 |

HEATING LEGEND

PLUG TYPES B

5Amp Plug

2Amp USB

COMBINATION 1x SA 3point 3x 2point+E shuttered

DRAINAGE TYPES

30 20

120

SWG

DRAINING TAP

STORMWATER GULLY POOL AUTOFILLER

stop cock @ 000 tank 5000L 1700Ø 2200 high

Submersible pump

STOP COCK

ALL DIMENSIONS AND LEVELS ARE TO BE CHECKED ON SITE PRIOR TO SETTING OUT. THIS DRAWING IS TO BE READ WITH ALL REFERRED DETAILS.

ALL BUILDING WORK IS TO CONFORM TO SANS 10400, ALL NATIONAL BUILDING REGULATIONS AND RELEVANT LOCAL AUTHORITY REGULATIONS.

TYPE 2

THIS DRAWING AND REPRESENTATIONS INCLUDED HEREIN IS THE PROPERTY OF WYNAND WILSENACH ARCHITECTS AND COPYRIGHT APPLIES.

180x180x45 space required for plug below timber floor

2X25Ø TO Scullery AV cupboard

RODDING EYE

WATER METER

3PHASE WATER HEATER SET IN WALL WITH DOOR, SIZE APPROX. 900h x 1350w x 180d WALL MOUNTED INFRARED HEATER

IRH

HOSE BIB

10x20mm gap in cover for plug wiring

Timber cover Timber frame 20

2X25Ø TO Scullery AV cupboard

Timber Flooring

180x180x45 space required for plug

WATER PUMP VENT PIPE

SS/VV

HEAT PUMP WITH 20Amp BRAKER ON SLOW CURVE SUPPLY

HEAT PUMP 3PHASE WH

Timber floor glued to moisture barrier 20

4x4 Draw box below timber floor

GEODRAIN

POOL AUTOFILL

ELECTRICAL UNDER FLOOR HEATING - AREA TO BE WIRED ON 10mm R1 INSULATION WATER UNDER FLOOR HEATING - AREA OF PIPEWORK

10x20mm gap in cover for plug wiring

4x4 BLANK

WATER PUMP

RAINWATER DOWNPIPE

Timber frame

Timber cover

TV PLUG TYPES TYPE 1

INCOMING MUNICIPAL DRINKING WATER

WASTE PIPE 50Ø

50Ø waste

100

120

DO NOT SCALE OFF THIS DRAWING. REFER ONLY TO FIGURED DIMENSIONS.

WATER POINT

GREASE TRAP

RC Slab 75Ø DP

ESTATE BOREHOLE IRRIGATION WATER

SUBMERSIBLE PUMP

DISCHARGE PIPE

GREY WATER WASTE PIPE 50Ø

STORMWATER PIPE

GARDEN TAP WATER SUPPLY

water supply @ 350

RAINWATER TANK

ANY DISCREPANCIES AND/ OR QUERIES MUST BE REPORTED TO THE ARCHITECT IMMEDIATELY.

IMMERSION HEATER

STORMWATER DRAIN

115

0 Ø11

300 540

TERMINATED/ OLD IRRIGATION CONNECTION

120

270

115

GARDEN TAP

GULLY

300

540 120

SEWER PIPE 110Ø

UNDER FLOOR HEATING THERMO

180

224

120

300

THIS DRAWING AND REPRESENTATIONS INCLUDED HEREIN IS THE PROPERTY OF WYNAND WILSENACH ARCHITECTS AND COPYRIGHT LAW APPLIES.

DESCRIPTION

UNDER FLOOR HEATING POINT

UFT

180

MUNICIPAL DRINKING CONNECTION

540

GT @700

SYMBOL

SPECIFIED COMBINATION refer to specification on drawing

224

· DESCRIPTION

MANHOLE

MH1

180

4x4 Draw box

TV*

blank

TV*

COMBINATION WITH 1X SINGLE PLUG 1xTV PT 1xADSL PT 2 X EUROPEAN PLUG 8 MODULE BOX SIZE

110

ADSL PT

110

blank

ADSL PT

SAFETY VALVE

COMBINATION WITH 1X SINGLE PLUG 1xTV PT 1xADSL PT 2 X EUROPEAN PLUG 8 MODULE BOX SIZE

600

T-03

SEE D6_102

WL @ 1800

Power supply to submersible pump

850

6000L underground water storage tank

A 2000

Xref Z:\A. WWA\2017\1727_VERMAAK\D. ARCHITECT'S DRAWINGS\02. SKETCH DESIGN\1727_Vermaak_SKD01_Site_2018.02.23.dwg

DRAINAGE RUN 1

MH1

MAIN BEDROO PATIO

110∅ PVC drainage pipe to fall @ 1:60 toward Municipal Connection

575

T-06

GT 2 @700

GAS PIPE RUNS IN 30Ø CONDUITS INSTALLED BY ELECTRICIAN

IRH

3250

T-03

1200

℄ wall

WL @ 1800

A 110

W.SP LV 1

BRAAI PATIO

NON DIMMABLE

200

1 x 75Ø DP

℄ door

℄ room

BEDROOM 2

LED SL

1 x 75Ø DP

VINYL

L E -

C.SP LED Driver

1x25Ø Conduit to Scullery AV cupboard

℄ braai

SWIMMING POOL PATIO

LV 1

T-01

T-01 LV 1

EN-SUITE 2 TILES

75Ø

GL12V

WHB

Power supply to submersible pump

Shower

T-09

SWIMMING POOL PATIO

Corner

DATE

℄ fireplace

250 UL

℄ ledge

DESCRIPTION

WL @ 1800

MS-90° @3,000

T-10

T-10 2x 75Ø DP

Corner W.SP

850 ISOLATOR

400

YORK BOX @ 400 ABOVE NGL

Pool cover chamber below removable cover

Jacuzzie cover chamber below removable cover

Concealed LED striplight above

SPA ISOLATOR

Switch for fireplace fan eq

110

B 600 eq

200 A

· GL12V

SPA ELECTRICAL SUPPLY Single Phase, 35amp supply with min 4mm cable and to allow 4m slack.

YORK BOX @ 400 ABOVE NGL

T-03 ·

G· S· POSTNET SUITE #98 P BAG X1 VLAEBERG 8018· TEL +27214243230 EMAIL architects@w2.co.za· ARCHITECT:

Pool cover chamber above

1x2 Sculle

CONSERVATORY

WL @ ℄ wall 2100

T-03

℄ wa

WL @ 1800

TYPE @ 15

110

2x25Ø Scullery

GL12V

T-09

Vermaak 19 Meadow Lane, Kloof, Durban C

New Family Home Erf 3346, 13 Mongoose Drive Fransche Hoek Agricultural Estate Franschhoek

To ground floor above

GL12V

T-09

GL12V

T-09

16 GL12V

Lower Ground Storey Stormwater & Drainage Layout D

To ground floor above

1:50

SHEET SIZE

SCALE

AC / JB

WW CHECKED

DRAWN

PROJECT

1727

REVISION

003

D5-102 DRAWING No.

FOR CONSTRUCTION DOCUMENTATION PHASE

| PAGE 28 CONSTRUCTION DRAWINGS

Concealed LED striplight in timber rail

15 GL12V

CLIENT:

a uip nd m en t

MH2

POOL PUMP POOL FILTRATION POOL COVER AUTOMATION POOL LIGHTS BOOSTER PUMP AT WATER STORAGE TANK FOR GARDEN RING MAIN

Spa above

Concealed LED striplight in timber rail

Concrete swimming pool structure to engineers specification

150

110

Heating vent

400

T-09

GAS PIPE RUNS IN 30Ø CONDUITS INSTALLED BY ELECTRICIAN

eq 152

℄ window

1200

700 B

200

No.

Shower

T-03 250

1850

LED SL

200

℄ roof ridge

395

990

3m x 6m

℄ wall

001 2018-12-11

Stormwater to link into existing estate stormwater. Geodrain added behind new wall outside of en-suite 4. Retaining wall at Bedroom 2 moved and gully position updated. Legend updated Gulley at Bedroom 2 removed- waste diverted to single gulley. SS/VV moved to position beside other SS/VV AT Bedroom 2. Issued

CL1

2165

JB AC

T-04

496 FP

1100

50Ø

003 2019-05-31 002 2019-01-31

SS/VV

KI DINING

℄ room

Geodrain to eng's detail

T-01

L.A @1

Ceiling Fan

Concealed LED striplight in timber rail

LGB 1

eq (ȳ)

Concealed LED striplight in timber rail

LIVING ROOM

TIMBER

FFL 403.325

Geodrain to eng's detail

T-01

LIVING PATIO

EN-SUITE 4 TILES

LGB 1

eq (ȳ) A 110

2535

T-09

STAIRCASE

T-01

eq (ȳ)

Heating vent

W.SP

GL12V Stairs: Treads 300 Risers 167

L.A.C 3 @1,400 235

LGB 1

T-01

eq (ȳ)

LED Driver

3m x 6m

WHB TIMBER

LGB 1

T-01

STAIRCASE

1x25Ø Conduit to Scullery AV cupboard

1500

KEY TURN SWITCH FOR OPERATION OF POOL COVER @ 1500

LGB 1

eq (ȳ)

2x 75Ø DP

GT 3 @700

℄

2300

WP 300

FFL 403.325

Ring-main in ceiling space for heated water from 250L electrical geyser

FFL 403.325

℄

℄ island counter

50Ø

Waste pipe from geyser drip tray

VINYL

T-01

400

VINYL

PASSAGE

WiFi @ ℄ of upstand on LGB 1 roof

400

50Ø

Ø 50

WL @ 3000

T-03

Shower

SWG

W.SP

EN-SUITE 3 BEDROOM 4 FFL 403.325

IRH

3250

VINYL

IRH

400

0Ø 11 FFL 403.325

FFL 403.325

TILES

BEDROOM 3

3250

Concealed LED striplight in timber rail

LED SL

110Ø

110∅ PVC drainage pipe to fall @ 1:60 toward Municipal Connection

FFL 403.325

500

WHB VINYL

TV ROOM T-01 Ceiling Fan

CL2

Ceiling Fan

T-01

C.SP

LV 1

T-05

To ground floor above

400

Concealed LED striplight in timber rail

Geodrain to eng's detail

SS/VV

Geodrain to eng's detail

LV 1

T-01

1985 To ground floor above G

Concealed LED striplight in timber rail

6000L underground water storage tank

3250

600 A WL @ 1800

1000

200

Concealed LED striplight in timber rail

110Ø

Submersible pump

LED SL

SWG

500

Perforated stormwater pipes to discharge into garden as per landscaper's detailed design

400

Stormwater to connect to estate stormwater at manhole

DRAINAGE RUN 2

120

SYMBOL

FULLBORE

NETWORK 1x LAN 1x Telephone

STOP VALVE

COMBINATION WITH PLUG FOR HAIR DRYER 1x SA 3point 1x 2point+E shuttered 2x blank plates

1100 or 1500 as per plan

DESCRIPTION

ADSL

: WHEN IN DOUBT ASK!

SYMBOL

1x32Ø

PLUG FOR LIGHTS LINKED TO INTELLIBUS OR LIGHT SWITCH 1xSA 3point

COMBINATION 3x 2point+E shuttered

COMBINATION FOR BEDSIDE & OFFICE PLUGS 1xSA 3point 1x 2point+E shuttered 1x USB 2400 mA

1x20Ø

DRAINAGE SYMBOLS

STOP!

ELECTRICIAN TO ALLOW FOR ELECTRIC SUPPLY. UNDER FLOOR SPECIALIST TO SUPPLY THERMSTATS & INSTALL UNDER FLOOR HEATING SYSTEM.

PT blank blank

T-09

GL12V

T-09

GL12V GL12V

T-09

This drawing and all representations included herein is, and remains the property of Wynand Wilsenach Architects Copyright Law Applies: The Copyright Act, Act 98 of 1978, as variously amended.

SOUND COMPUTER CABLE WITH DRAW WIRE TO SOUND SOURCE

DVD POINT WITH DRAW WIRE TO SONOS ROOM

SYMBOL & NUMBER

LAN- DATA NETWORK AND TELEPHONE POINT

AUDIO INTERCOM

LIVING ROOM MAIN LEDs

VIDEO INTERCOM

BRAAI AND SWIMMING POOL PATIO LEDs

security backup

SECURITY BACKUP -MAIN VIDEO / AUDIO STATION WITH POWER SUPPLY AND TRANSFORMER

KLOMPIE VAULT LEDs

WINE CELLAR LEDs

CC TV MONITOR

KITCHEN JOINERY LEDs

OPEN PATIO SEATING LEDs NOT DIMMABLE

ENTRANCE DOWNLIGHTS

PASSAGE DOWNLIGHTS

ENTRANCE HALL WALL LIGHT

Power supply from estate into yorkbox and fitted with a metre

TV ROOM DOWNLIGHTS

drawb

℄ wall

℄ window

T-01

630

YORK BOX @ 400 ABOVE NGL

A eq

T-03 2095

WL @ 1800

CL1 WL @ 1700 PL1

AUDIO INTERCOM VIDEO INTERCOM

security backup

SECURITY BACKUP -MAIN VIDEO / AUDIO STATION WITH POWER SUPPLY AND TRANSFORMER

LIVING ROOM MAIN LEDs

BRAAI AND SWIMMING POOL PATIO LEDs

LED BLUE INDICATOR LIGHT

WL @ 1800

eq (b)

Irrigation control panel added at Garage back door. Geyserwise control panel added. Water tank added on site. Fibre optic drawbox, Estate supply point and Telkom box added

All light switches moved to be 235mm away from openings Garage plug types changed and plug added. Downlight in Scullery changed. Additional plugs added in Dining Room. Wall plug added at Living Patio. Ceiling light added in Guest WC. Plugs moved in Study. Wall lights changed in Braai Patio and Main En-Suite. Day/Night switch moved

DATE

DESCRIPTION

BFTL

KLOMPIE VAULT LEDs

WINE CELLAR LEDs

LED SL LED Driver Concealed LED striplight in bulkhead

GL220V

YORK BOX

TV ROOM LEDs

OPEN PATIO SEATING LEDs NOT DIMMABLE

WP 300

BEDROOM 3

T-02

LGB 1

T-02

T-02 LGB 1

560

2200

235 dim

110

MS-90° @2,500 B

LGB 1

110

℄ wall

℄ WHB

WiFi @ 2.2m

EN-SUITE 4 550

LGB 2

T-19 T-19

LGB 1

DAYLIGHT SWITCH SWITCH AT 850MM FROM AFFL UNLESS STATED OTHERWISE ON PLAN

WATERPROOF SWITCH - EXTERNAL

ENTRANCE HALL WALL LIGHT

INDICATOR SWITCH: LED INDICATOR OR DOUBLE POLE INDICATION TO CLIENT SPECIFICATION

KITCHEN PENDANT LIGHT

di 3wm ay

110

℄ door

T-02 A

TV ROOM DOWNLIGHTS

BRAAI PATIO PENDANT LIGHT

WINE STORE CEILING LIGHTS

GARDEN SPIKE LIGHTS

POOL LIGHTS

dim

MS-90° @2,500 WiFi @ 2.2m

L.A.C 3 @1,400

PASSAGE

L.A.C 4 @1,400

MAIN BEDROOM

1400

LGB 1

200

di 3wm ay

T-02 LGB 1 WL @ 1800

T-21

dim

L.A.C 5 @1,400

T-02

T-15

LGB 1

GEYSER - POINT ON OWN BRAKER IN BOARD EXTRACTOR POINT ON OWN SWITCH

EXT ISOLATOR

STOVE POINT/HOB POINT INCLUDING ISOLATOR WITH ISOLATOR POSITION

HTR

HEATED TOWEL RAIL WITH LIGHT INDICATOR SWITCH

006 2019-04-12

CEILING FANS - FAN COMES WITH REOSTAT

005 2019-01-31

LIVING PATIO WALL LIGHTS

KITCHEN/PASSAGE

LOWER GROUND STOREY STAIRCASE LANDING

DIMMER SWITCH AT 850MM FROM AFFL

PLUG POINT SET INTO FLOOR (WITH COVER) - ALLOW 2 TWO PIN PLUGS WITH STANDARD SINGLE PLUG

Point for door bell (wireless)

Ceiling Fan:

ENTRANCE HALL

EN-SUITE 2

T-02

800

200

LGB 1

HTR

GARDEN LIGHT

007 2019-04-17

Ceiling Fan: 1.2, 1.4, 1.6, 1.8, 2.2

ACCESS PANEL IN KICKPLATE. CABINET MAKER TO ALLOW PROV. FOR WIRED LEADING FROM ACCESS PANEL TO MAGNETIC SWITCHES & LED STRIPLIGHTS

PLUG POINT SEE TYPE LEGEND FOR LAYOUT

STEAM EQUIPMENT CONTROL PANEL

004 2019-01-23

003 2018-12-11

002 2018-11-09

001 2018-10-17

GAS SUPPLY GAS INSTALLATION BY SPECIALIST SLEAVE INSTALLATION BY ELECTRICIAN SYMBOL

No.

DATE

DESCRIPTION GAS COCK (SLEEVED BY ELECTRICIAN)

GAS POINT

T-02

CEILING LED BULKHEAD LIGHTING WITH DRIVER - LED INSTALLATION BY SPECIALIST - ALLOW CONDUITING AND SUPPLY ONLY

PASSAGE DOWNLIGHTS

L.A.C 2 @1,400

LGB 1

UNDER COUNTER LED STRIP LIGHT WITH DRIVER LED DRIVER

@1,200 L.A.C 5 @1,400

STAIRCASE

250L GEYSER

℄ wall

G WL @ 1700

T-07

GAS PIPE RUNS

1x25Ø Conduit to Garage DB for alarm

LGB 1 WL @ 1800 3m x 6m

T-15 ℄ shower

LGB 2

T-21

T-02 ℄ toilet

600

1x25Ø Conduit to Scullery AV cupboard

dim

T-02

LG PASSAGE

LGB 1

2200

T-02

LGB 1

T-15 eq

LGB 1

1x25Ø Conduit to Scullery AV cupboard

300

LGB 1

110

2200 LGB 1

MS-90° @2,500

T-02

LGB 1 B

110

T-02

1100

HTR

EN-SUITE 3 ℄ shower

1000

2200

550

T-02

℄ toilet LGB 1 HTR

900

T-02

FLUORESCENT STRIP LIGHT

ENTRANCE DOWNLIGHTS

110

T-02

FOOT LIGHT- BUILT INTO WALL UNDER WATER POOL LIGHT

L.A.C 1 @1,400

THIS DRAWIN THE PROPER COPYRIGHT

2x25Ø Conduit to Scullery AV cupboard

WATERPROOF PLUG POINT

TYPE 2

LGB 1

T-21

900

LGB 1

110

dim

900

400

TV3

T-02

℄ WHB

235

530 eq

200

LGB 1

WL @ 1800

110

dim

BEDROOM 4 eq

705

eq (a)

T-02 LGB 1

eq eq

T-02

℄ toilet

LGB 1

230

705

T-02

LGB 1

550

T-02

110

ALL BUILDIN NATIONAL BU AUTHORITY

WATERPROOF JUNCTION BOX WITH FIVE (5) EXITS.

KITCHEN JOINERY LEDs

600

BEDROOM 2 T-02

235

600

550

T-02 LGB 1

LGB 1

110

LGB 1

200

002 2018-10-23

T-02 LGB 1

A 110

T-02

THIS DRAWIN

WALL LIGHT

WATER BASED SPOT LIGHT

3578

110

DrawBox

Light positions in Garage and outside Garage updated according to wall changes. Heated towel rail and steam control panel added in Main En-Suite

T-02

℄ wall

Braai Patio light given automation circuit number. Plugs updated at Braai Patio.

110

eq (a)

MS-90° @2,500

LGB 1

ALL DIMENS PRIOR TO SE

GROUND BASED UPLIGHT

NSL

CEILING MOUNTED FITTING

WSL

GL12V

SECURITY FLOOD LIGHT

LED DOWNLIGHT IN GALVANIZED BOX CAST INTO SLAB LGB2 - WITH DIRECTIONAL/TILTING

DO NOT SCA FIGURED DIM

LOCATION

CC TV CAMERA POINT CC TV MONITOR

ANY DISCRE TO THE ARC

PICTURE LIGHT

THIS DRAWIN THE PROPER COPYRIGHT

LED RECESSED CEILING DOWNLIGHT LV2 - WITH DIRECTIONAL/TILTING

Wall mounted, bring conduit to point, end with round electrical junction box

LGB 1

4x20Ø conduit

2x32Ø conduit 355

750

175

Alarm Box 4x4

DED

T-02

FUTURE PV INVERTER MAIN DB

4x4

2x25Ø

to essentials

T-02

LV 1

T-02 MS-90° @2,600

T-08

FUTURE BATTERY 4x4

G S POSTNET SUITE #98 P BAG X1 VLAEBERG 8018 TEL +27214243230 EMAIL architects@w2.co.za

P Concrete swimming pool structure to engineers specification

Spa above

ARCHITECT: 1x50Ø 1x25Ø

CLIENT:

to essentials

Vermaak 19 Meadow Lane, Kloof, Durban

900

FUTURE BATTERY INVERTER

LV 1 920

LV 1

WL @ 1800 Circuit linked to daylight switch

audio

video

T-02

LGB 1

700 eq

T-02

345

Refer to DB wall layout

LGB 1

300

3000

300

LV 1 3000

DB UPS DB

T-07

T-03

GAS PIPE RUNS IN 30Ø CONDUITS INSTALLED BY ELECTRICIAN

T-02

800

℄ step 930

928

WL @ 1800

T-09

A LV 1

900

LGB 2

PRE-PAID DISTRIBUTION BOARD

385

4x4

℄ wall

LV 1

4x25Ø Alarm conduit to Scullery AV cupboard

125 FUTURE DC PV BOX

800

Telkom sleeve Supply cable

300 450

CL3 GL12V

003 2018-11-01

POWER CONDUITS

ALARM

C 1200

LGB 1

STAFF WC DRYING YARD

330

680

LGB 1

Control panel for irrigation in york box

A 1050

T-02

GARAGE

WL @ 1800

LV 1

T-02

Fibre optic sleeve (for future)

A 1x25Ø conduit to above roof slab for satellite 1x32Ø conduit to above roof slab for satellite

LV 1

T-02

370

T-02

1x25Ø conduit

L.DB

580

T-02

1675

AV Cupboard 1500 A A 1500

2 wa dim y

T-02

WL @ 1800

400

℄ wall

370

LGB 1 600

T-03

004 2018-12-11

No.

T-01

485

600

WL @ 1800

℄ door

1x50Ø

1050

3000

T-02 LGB 1

FUTURE SOLAR

WL @ 1800

900

T-02 LGB 1

T-08

A LED @2,400

LV 1

T-01 eq

T-03

All WiFi points given heights. Tv, WiFi and Speaker conduit sizes given and directed to AV cupboard in Scullery. Localised Equipment area added in TV Room with plug positions adjusted. TV Room speakers changed to ceiling mounted and 3 added. Plug added in Garage for water purification unit. All plug types updated according to new plug legend. Extractor and AC vents added to plan. TV in conservatory height updated to be 1.5m affl. Plug at Study moved to 1200 height

eq (Ă)eq (Ă)

T-08 WL @ 1800

eq (b)

℄ wall

eq (Ă)

1x50Ø

1200

T-01

600

A TV2

001 2018-10-17

545

LGB 1

Steam shower equipment positions updated in Main En-Suite as well as 2 downlights added and shower downlights moved.

LED Driver

A 1100

T-01

Alarm equipment added

T-10

750

dimay 2w

LGB 1

007 2019-02-12

WSL

A 600

LGB 1

008 2019-02-19

005 2019-01-23

CIRCUIT FOR DIMMABLE CONCEALED LED STRIPLIGHTS

LAN- DATA NETWORK AND TELEPHONE POINT

T-03

T-02

Plug added at Dry Yard for water filtration. LED added at pantry cupboard. Two LEDs added at TV room AV cupboard. Plugs added at Scullery AV Cupboard.

T-01

T-14

T-01

006 2019-01-31

T-03

WL @ 1800

Plug heights and positions changed in Main Bedroom and new wall lights added. Spa isolator switch moved to Jacuzzi chamber. Lighting type numbers updated for downlights and exterior wall lights.

009 2019-02-25

LGB 1

LIGHTING AUTOMATION CIRCUIT ON SWITCH

LV 1 LV 2

SEE WRITTEN SPECIFICATIONS

BFTL @ 450

Lights at statue ledge updated DB wall layout added to drawing.

400

LV 1

JB JB AC

010 2019-04-12

720

Ø Conduit to AV cupboard

013 2019-06-06 012 2019-05-03 011 2019-04-17

Fibre optic sleeve (for future)

SYMBOL & NUMBER

T-10

YORK BOX @ 100 above low wall eq

ALARM MAIN UNIT

BURLAR ALARM SIREN

SECONDARY TELEVISION POINTS-ALL TV POINTS TO BE INTER LINKED WITH 2x25Ø DUE TO HD REGUIREMENTS

LOWER GROUND STOREY STAIRCASE LANDING

Telkom sleeve

DRIVEWAY

LIGHTING AUTOMATION CIRCUIT ON DIMMER

300

2 way

370

400

℄ wall

150 LGB 1

25Ø conduit to supply power to pond pump on timer

T-01

CPU

MAIN DECODER POINT-ALL TV POINTS TO BE INTER LINKED WITH 2x25Ø DUE TO HD REGUIREMENTS

6000L underground water storage tank

℄ wall

INTELLIBUS HOME AUTOMATION CIRCUITS

ALARM KEYPAD @ 1,2m OR 1,4m HEIGHT AS INDICATED ON PLAN

WiFi POINT IN CEILING

LIGHTING DISTRIBUTION BOARD

PANIC BUTTON WIRED

STEAM EQUIPMENT CONTROL PANEL

T-10

SCULLERY

LGB 1

DVD POINT WITH DRAW WIRE TO SONOS ROOM

METER BOX

PLUGS ON UPS WITH SEPARATE CONDUIT BACK TO GARAGE DB BOARDS

T-03

T-01

PANTRY

LGB 1

SOUND COMPUTER CABLE WITH DRAW WIRE TO SOUND SOURCE

L.DB

PLUG POINT SEE TYPE LEGEND FOR LAYOUT

WSL

B 1100 500

400

S.CP

DVD

ACCESS PANEL IN KICKPLATE. CABINET MAKER TO ALLOW PROV. FOR WIRED LEADING FROM ACCESS PANEL TO MAGNETIC SWITCHES & LED STRIPLIGHTS

External motion sensor @ 1m on wall below for external wall lights below. 2-way

℄ door

1100 A 500

A 1100

T-01

MAGNETIC CONTACT (AT DOORS)

A LED

3000

235 600

Ceiling Fan: 1.2, 1.4, 1.6, 1.8, 2.2

WATER FEATURE

T-22

LV 1

600

dim

235

LGB 1

WL @ 2100

FLOOR STANDING SPEAKER POINT WITH (CABLE FROM FLOOR)

T-09

LGB 1 550 F LAN TELEPHONE

600

110

L.A.C 1 @1,400

dim

CL2

1500

Point for door bell (wireless)

Supply cable

600

EXTERNAL POINT TO POINT MOVEMENT SENSOR BEAM

CEILING FANS - FAN COMES WITH REOSTAT

@1,200

GUEST WC

200

℄ of arch

110 eq

MS-90° @3,000

25Ø Conduit to ery AV cupboard

T-01

PP.SB

DESCRIPTION

HOME AUTOMATION LIGHT SELECTION TO BE (CENTRE) 1,5m FROM FFL.

L.A.C @1,400

HEATED TOWEL RAIL WITH LIGHT INDICATOR SWITCH

T-01 550

EXTERNAL MOVEMENT SENSOR (180° BEAM COVERAGE)

WATERPROOF POOL SPEAKER

COMBINATION WITH 1X SINGLE PLUG 1xTV PT 1xADSL PT 2 X EUROPEAN PLUG 8 MODULE BOX SIZE

530

500

550

LV 1

LV 2

tor ca dim

indi

110

2 wa

T-13 LED Driver

T-03

T-01

MS-90° @2,600

Switch @1100

T-12

TV*

COMBINATION WITH 1X SINGLE PLUG 1xTV PT 1xADSL PT 2 X EUROPEAN PLUG 8 MODULE BOX SIZE

300

LGB 1

235

765

CL4

ISOLATOR AC control

T-12

TV*

STOVE POINT/HOB POINT INCLUDING ISOLATOR WITH ISOLATOR POSITION

LGB 1

500

300 200

500

eq eq

CL4

90 270

B 1100

W.SP Corner

ISOLATOR

GL12V

LGB 1

550 A

EMS-90°

EMS-180°

SYMBOL

DESCRIPTION

CEILING MOVEMENT SENSOR (WIDE BEAM COVERAGE) EXTERNAL MOVEMENT SENSOR (90° BEAM COVERAGE)

cctv

dim

2 way dim

WL @ 1450

Concealed LED striplight in aluminium rail

LED SL

Concealed LED striplight in timber rail

350

dim

110

LED SL

CL4

WINE STORE

1100

600

270 90 Concealed LED striplight in aluminium rail eq eq

LED Driver 1500 1000

T-12

CEILING SPEAKER POINT WITH DRAW WIRE

IN WALL EXTRACTOR

440

WALL MOUNTED MOVEMENT SENSOR - WIRED (90° BEAM COVERAGE)

cctv

EXTRACTOR POINT ON OWN SWITCH

EXT

YORK BOX @ 300

dim

LV 1

300

600

1200

T-11

A A

150

MAIN BEDROOM

MS-90°

GEYSER - POINT ON OWN BRAKER IN BOARD

LED Driver

PASSAGE

L.A.C 4 @1,400

WALL MOUNTED MOVEMENT SENSOR (180° BEAM COVERAGE)

PLUG POINT SET INTO FLOOR (WITH COVER) - ALLOW 2 TWO PIN PLUGS WITH STANDARD SINGLE PLUG

LGB 1

ENTRANCE HALL

600

L.A.C 3 @1,400

CORNER WALL SPEAKER POINT WITH DRAW WIRE

C.SP

H LAN TELEPHONE

T-09

Wall mounted, bring conduit to point, end with round electrical junction box

300

T-01

W.SP

KITCHEN/PASSAGE

MS-180°

ELECTRICAL KEY

SEE WRITTEN SPECIFICATIONS SYMBOL

DESCRIPTION

CW.SP

TV2 TV3 TV4 TV5 TV6

GL12V

485

600 LGB 1

T-01

488

Corner

ENTRANCE HALL

CORNER CEILING SPEAKER POINT WITH DRAW WIRE

TV1

2X25Ø TO Scullery AV cupboard

GUEST PARKING

1x25Ø Conduit to Scullery AV cupboard

LV 1

ITCHEN

T-01

DRESSING

STUDY

Geyserwise controller

LGB 1

T-15

℄ window

WiFi @ 2.2m

400

A.C 2 1,400

LGB 1

485

500

y wa 2 im d

900

T-01 LV 1

DIMMER SWITCH AT 850MM FROM AFFL WATERPROOF SWITCH - EXTERNAL

Ceiling Fan:

L.A.C 2 @1,400

WALL SPEAKER POINT WITH DRAW WIRE

CL.SP

WiFi

dim

T-01 LV 1

LGB 1

E1 500

485

380

300

W.SP

T-01

LGB 1

MS-90° @3,000

1050 E

DRESSING

560

WiFi @ 400

350

LIVING PATIO WALL LIGHTS

2X25Ø TO Scullery AV cupboard

INDICATOR SWITCH: LED INDICATOR OR DOUBLE POLE INDICATION TO CLIENT SPECIFICATION

HTR

L.A.C 1 @1,400

L.A.C 5 @1,400

dim

235

300

235

W.SP

P.Sp

dim ay w 3

350 A

LV 1

all

T-01

T-14

WL @ 1800

℄ door

℄ wall

Localised Equipment: -EAI -Subwoofer -WiFi access -AMP

eq (ȳ)

T-01

400

C.SP TYPE 1

110

LV 1

Switch @1100

TV1

T-01 LV 1

T-10 1112

Steam outlet nozzle @200mm affl (22Ø mm copper pipe)

1640

Steam shower control panel @1.4m affl (25mmØ conduit)

405

eq 300

T-01 LV 1

T-01 T-01 LV 1

790

℄ window 210

1050

200 350

T-01

600

AC control 400

WL @ T-16 1100

LV 1

T-01

LGB 1

T-01

T-14

BFTL @ 450

400

2515

235

LV 1

700

LGB 1

790

SWITCH AT 850MM FROM AFFL UNLESS STATED OTHERWISE ON PLAN

T-10

LGB 3

T-15

POOL LIGHTS

TYPE 2

SONOS UNIT

y wa 2 dim

W.SP

T-01

620 L.A.C 4 @1,400

T-01

MAIN EN-SUITE

WL @ 1800

LGB 1

T-01

LGB 1

Ceiling Fan

LV 1

LGB 1

LGB 1 450

690

1165

DAYLIGHT SWITCH

GARDEN SPIKE LIGHTS

SONOS

WATERPROOF PLUG POINT

WINE STORE CEILING LIGHTS

SPECIFIED COMBINATION refer to specification on drawing

NETWORK 1x LAN 1x Telephone

GARDEN LIGHT

WP 300

eq eq

150

℄ basin

LV 1

350

1000

700

T-01

LGB 3

BFTL @ 450

T-15

T-01

LV 1

MAIN BEDROOM 625

WL @ 1800

℄ basin

T-01

LV 1

T-14

150

HTR

1050

565

IN WALL EXTRACTOR

℄ window

LAN 700 TELEPHONE

625

Steam sensor @ 1.7m affl (25mmØ conduit) Steam outlet nozzle @200mm affl (22Ø mm copper pipe)

COMBINATION WITH PLUG FOR HAIR DRYER 1x SA 3point 1x 2point+E shuttered 2x blank plates

SYMBOL

SOUND SOURCE - BRING ALL SOUND CABLES TO THIS POINT

WATERPROOF JUNCTION BOX WITH FIVE (5) EXITS.

KITCHEN PENDANT LIGHT

BRAAI PATIO PENDANT LIGHT

optic

External motion sensor @ 1m on wall below for external wall lights below. 2-way

T-16

110

GL220V

wbox m dra Telko

Fibre

Steam shower equipment below. Allow 3 ph power supply in recess below window

T-03 WL @ 1100

LED DRIVER

dim

PLUG FOR LIGHTS LINKED TO INTELLIBUS OR LIGHT SWITCH 1xSA 3point

ADSL

INTELLIBUS HOME AUTOMATION KEY

CONDUITS BY ELECTRICIAN ALLOW FOR CONDUITS & DRAW WIRES ONLY.

DESCRIPTION

CEILING LED BULKHEAD LIGHTING WITH DRIVER - LED INSTALLATION BY SPECIALIST - ALLOW CONDUITING AND SUPPLY ONLY

Concealed LED striplight in bulkhead

ble ly ca Supp

WL @ 1800

LED Driver

YORK BOX

COMBINATION 3x 2point+E shuttered

SYMBOL

4x4 BLANK

UNDER COUNTER LED STRIP LIGHT WITH DRIVER

LED SL

TV ROOM LEDs

COMBINATION FOR BEDSIDE & OFFICE PLUGS 1xSA 3point 1x 2point+E shuttered 1x USB 2400 mA

SECURITY KEY

ALLOW FOR POINTS & DRAW WIRES ONLY.

FLUORESCENT STRIP LIGHT

GL12V

SECURITY FLOOD LIGHT LED BLUE INDICATOR LIGHT

A LED

F PT

blank blank

TV PLUG TYPES TYPE 1

UNDER WATER POOL LIGHT

NSL

CC TV CAMERA POINT

cctv

THIS DRAWING AND REPRESENTATIONS INCLUDED HEREIN IS THE PROPERTY OF WYNAND WILSENACH ARCHITECTS AND COPYRIGHT APPLIES.

FOOT LIGHT- BUILT INTO WALL

BFTL

audio

WATER BASED SPOT LIGHT

THIS DRAWING IS TO BE READ WITH ALL REFERRED DETAILS. COMBINATION 1x SA 3point ALL BUILDING WORK IS TO CONFORM TO SANS 10400, ALL 3x 2point+E NATIONAL BUILDING REGULATIONS AND RELEVANT LOCAL shuttered AUTHORITY REGULATIONS.

LOCATION

video

cctv

GROUND BASED UPLIGHT

WSL

SEE WRITTEN SPECIFICATIONS

ALARM MAIN UNIT

BURLAR ALARM SIREN

SECONDARY TELEVISION POINTS-ALL TV POINTS TO BE INTER LINKED WITH 2x25Ø DUE TO HD REGUIREMENTS

H LAN TELEPHONE

INTELLIBUS HOME AUTOMATION CIRCUITS

ALARM KEYPAD @ 1,2m OR 1,4m HEIGHT AS INDICATED ON PLAN CPU

MAIN DECODER POINT-ALL TV POINTS TO BE INTER LINKED WITH 2x25Ø DUE TO HD REGUIREMENTS

TV2 TV3 TV4 TV5 TV6

PICTURE LIGHT

PANIC BUTTON WIRED

WiFi POINT IN CEILING

5Amp Plug

300

WiFi

TV1

WALL LIGHT

PL1

ALL DIMENSIONS AND LEVELS ARE TO BE CHECKED ON SITE PRIOR TO SETTING OUT.

2Amp USB

705

DVD

WL @ 1700

PLUGS ON UPS WITH SEPARATE CONDUIT BACK TO GARAGE DB BOARDS

1080

S.CP

· CEILING MOUNTED FITTING

CL1

MEDIA KEY

PLUG TYPES

600

MAGNETIC CONTACT (AT DOORS)

DO NOT SCALE OFF THIS DRAWING. REFER ONLY TO FIGURED DIMENSIONS.

2280

CIRCUIT FOR DIMMABLE CONCEALED LED STRIPLIGHTS

ANY DISCREPANCIES AND/ OR QUERIES MUST BE REPORTED TO THE ARCHITECT IMMEDIATELY.

280

FLOOR STANDING SPEAKER POINT WITH (CABLE FROM FLOOR)

℄ shower

EXTERNAL POINT TO POINT MOVEMENT SENSOR BEAM

LED DOWNLIGHT IN GALVANIZED BOX CAST INTO SLAB LGB2 - WITH DIRECTIONAL/TILTING

℄ WHB

PP.SB

LED RECESSED CEILING DOWNLIGHT LV2 - WITH DIRECTIONAL/TILTING

LGB 1

550

WATERPROOF POOL SPEAKER

LGB 2

INTERNAL

EXTERNAL MOVEMENT SENSOR (180° BEAM COVERAGE)

LIGHTING AUTOMATION CIRCUIT ON SWITCH

300

EMS-180°

LIGHTING AUTOMATION CIRCUIT ON DIMMER

EXTERNAL

CEILING SPEAKER POINT WITH DRAW WIRE

℄ wall

C.SP

LV 1 LV 2

GAS PIPE RUNS

EXTERNAL MOVEMENT SENSOR (90° BEAM COVERAGE)

THIS DRAWING AND REPRESENTATIONS INCLUDED HEREIN IS THE PROPERTY OF WYNAND WILSENACH ARCHITECTS AND COPYRIGHT LAW APPLIES.

110

EMS-90°

: WHEN IN DOUBT ASK!

blank

CORNER WALL SPEAKER POINT WITH DRAW WIRE

EXTERNAL

CORNER CEILING SPEAKER POINT WITH DRAW WIRE

CW.SP

LIGHTING DISTRIBUTION BOARD

L.DB

DISTRIBUTION BOARD

ADSL PT

CEILING MOVEMENT SENSOR (WIDE BEAM COVERAGE)

CL.SP

P.Sp

GAS POINT

PRE-PAID

578

W.SP

OSTAT

WALL MOUNTED MOVEMENT SENSOR - WIRED (90° BEAM COVERAGE)

MS-90°

STOP!

METER BOX

HOME AUTOMATION LIGHT SELECTION TO BE (CENTRE) 1,5m FROM FFL.

L.A.C @1,400

1100 or 1500 as per plan

WALL SPEAKER POINT WITH DRAW WIRE

DESCRIPTION

1x20Ø

INTERNAL

SONOS UNIT

GAS COCK (SLEEVED BY ELECTRICIAN)

WALL MOUNTED MOVEMENT SENSOR (180° BEAM COVERAGE)

MS-180° SONOS

SYMBOL MB

SYMBOL

110

DESCRIPTION

1x32Ø

SYMBOL

SOUND SOURCE - BRING ALL SOUND CABLES TO THIS POINT

SEE WRITTEN SPECIFICATIONS

DESCRIPTION

SYMBOL

ELECTRICAL KEY

INTELLIBUS HOME AUTOMATION KEY

GAS INSTALLATION BY SPECIALIST SLEAVE INSTALLATION BY ELECTRICIAN

blank

CONDUITS BY ELECTRICIAN ALLOW FOR CONDUITS & DRAW WIRES ONLY.

DESCRIPTION

GAS SUPPLY

SECURITY KEY

ALLOW FOR POINTS & DRAW WIRES ONLY.

SYMBOL

ADSL PT

MEDIA KEY

CAL O

New Family Home 13 Mongoose Drive Fransche Hoek Agricultural Estate Franschhoek P

Pool cover chamber above

Electrical Layout Ground Storey Electrical Legend D

1:50 / 1:5

SHEET SIZE

SCALE

AC / JB

DRAWN

CHECKED

PROJECT

1727

REVISION

013

D6-101a DRAWING No.

FOR CONSTRUCTION DOCUMENTATION PHASE

CONSTRUCTION DRAWINGS PAGE 29 |

STOP! : WHEN IN DOUBT ASK!

ANY DISCREPANCIES AND/ OR QUERIES MUST BE REPORTED TO THE ARCHITECT IMMEDIATELY.

Skimmed 9mm rhinoboard

Skimmed layer

20mm concealed aluminium Donn plaster trim.

STAIRCASE timber

50x10mm brushed stainless steel handrail

THIS DRAWING AND REPRESENTATIONS INCLUDED HEREIN IS THE PROPERTY OF WYNAND WILSENACH ARCHITECTS AND COPYRIGHT APPLIES.

DETAIL

SCALE 1:2

42 x 42 x 4mm brushed stainless steel base cover plate.

12x12mm brushed stainless steel members.

LED uplight

38x38 SAP battens @ 450 centres

Plastered face

42x42x4mm brushed stainless steel base cover plate.

4 100

Skimmed and painted concrete slab

Plastered face

LED uplight

130

Skimmed and painted concrete slab

38x38 SAP battens @ 450 centres

STAIRCASE

Painted supawood liner

ALL BUILDING WORK IS TO CONFORM TO SANS 10400, ALL NATIONAL BUILDING REGULATIONS AND RELEVANT LOCAL AUTHORITY REGULATIONS.

4 12

15 15

THIS DRAWING IS TO BE READ WITH ALL REFERRED DETAILS.

12x12mm brushed stainless steel members.

20mm concealed aluminium Donn plaster trim.

9 36

15 12

42x42x4mm brushed stainless steel base cover plate.

ALL DIMENSIONS AND LEVELS ARE TO BE CHECKED ON SITE PRIOR TO SETTING OUT.

50x10mm brushed stainless steel handrail

125

Skimmed layer

DO NOT SCALE OFF THIS DRAWING. REFER ONLY TO FIGURED DIMENSIONS.

Ceiling suspension system

108

Skimmed 9mm rhinoboard

THIS DRAWING AND REPRESENTATIONS INCLUDED HEREIN IS THE PROPERTY OF WYNAND WILSENACH ARCHITECTS AND COPYRIGHT LAW APPLIES.

Ceiling suspension system

12mm acoustic ceiling boards

200

60x44mm painted meranti frame

12mm acoustic ceiling boards

60x44mm painted meranti frame

timber

DETAIL

50 16mmØ brushed stainless steel pin epoxied into wall below.

DETAIL

SCALE 1:5

Reinforced concrete upstand as per engineer

Painted plaster face 20x20 aluminium channel in plaster to create drip

40x50x4mm brushed stainless steel base cover plate.

D4_401

Skimmed and painted concrete slab

270

800

650

850

FFL 406 325

Concealed LED

135

50x10 brushed stainless steel handrail 10

150

R15

50x10 brushed stainless steel handrail above

Dropped bulkhead

38x38 SAP battens

39 eq

Stairwell

DETAIL

SCALE 1:5

SCALE 1:2

850

D4_401

Passage

16mmØ brushed stainless steel pin epoxied stairs below.

Issued to site.

DESCRIPTION

DATE

Skimmed and painted drywall bulkhead by Main Contractor

Void

Store

Drywall bulkhead by MC

D4_401

G S

470

Drywall bulkhead by MC

Meranti architrave to line up with other architraves

001 2019-02-05 No.

0 20

850

0 70

97POSTNET 22 SUITE #98 P BAG X1 VLAEBERG 8018

Insulation panel with aluminium lining

c.o.s

TEL +27214243230 EMAIL architects@w2.co.za 46

Painted 97x22 Meranti liner

Standard anodized aluminium channel 25x16

ARCHITECT:

Insulation panel with aluminium lining

Painted 97x22 Meranti timber liner to extend to window frame

Glass shower screen

CLIENT:

Vermaak 19 Meadow Lane, Kloof, Durban C

DETAIL

SCALE 1:5 New Family Home Erf 3346, 13 Mongoose Drive Fransche Hoek Agricultural Estate Franschhoek

Roomdatas: Staircase & Passage Plan Layouts Internal Elevations 1 - 2 D

1:25

SHEET SIZE

SCALE

WW CHECKED

DRAWN

PROJECT

| PAGE 30 CONSTRUCTION DRAWINGS

1727

REVISION

001

D4-801a DRAWING No.

FOR CONSTRUCTION DOCUMENTATION PHASE

DETAIL

SCALE 1:5

This drawing and all representations included herein is, and remains the property of Wynand Wilsenach Architects Copyright Law Applies: The Copyright Act, Act 98 of 1978, as variously amended.

STOP!

Skimmed layer

THIS DRAWING IS TO BE READ WITH ALL REFERRED DETAILS.

ALL BUILDING WORK IS TO CONFORM TO SANS 10400, ALL NATIONAL BUILDING REGULATIONS AND RELEVANT LOCAL AUTHORITY REGULATIONS.

THIS DRAWING AND REPRESENTATIONS INCLUDED HEREIN IS THE PROPERTY OF WYNAND WILSENACH ARCHITECTS AND COPYRIGHT APPLIES.

SCALE 1:5

2 of

ALUMINIUM SHUTTER Lintel

Swing

2400 2400

as per plan as per plan

AS-01 AS-02

650 bwk opening

650 bwk opening A1

D7_402

Other adjustable louvres adjustable louvres

alum 90 louvers

- Viewed from inside

D7_402

90 B1

THIS DRAW THE PROPE COPYRIGHT

ANY DISCR TO THE ARC

DO NOT SC DIMENSION

ALL DIMENS PRIOR TO S

D7_402

1200

22mm Painted supawood curtain recess liner

Skimmed 9mm rhinoboard

ALL DIMENSIONS AND LEVELS ARE TO BE CHECKED ON SITE PRIOR TO SETTING OUT.

AS-02

alum 90 louvers

THIS DRAW

ALL BUILDIN NATIONAL B AUTHORITY

THIS DRAW THE PROPE COPYRIGHT

D7_402

2400

DETAIL

SCALE 1:2

AS-01

D7_402

DETAIL

20mm concealed aluminium Donn plaster trim.

DO NOT SCALE OFF THIS DRAWING. REFER ONLY TO FIGURED DIMENSIONS.

1200

135

Skimmed 9mm Rhinoboard

ANY DISCREPANCIES AND/ OR QUERIES MUST BE REPORTED TO THE ARCHITECT IMMEDIATELY.

1200

Plaster face

2400

16x60mm meranti cornice

THIS DRAWING AND REPRESENTATIONS INCLUDED HEREIN IS THE PROPERTY OF WYNAND WILSENACH ARCHITECTS AND COPYRIGHT LAW APPLIES.

1200

INTERNAL ALUMINIUM SHUTTERS

: WHEN IN DOUBT ASK!

Skimmed layer Skimmed 9mm rhinoboard

60 9mm Rhinoboard 16x60mm meranti cornice

16x60mm meranti cornice

Concrete beam to engineer's drawings

Stepped DPC & DPC built in between lintols

Plaster face

DETAIL

SCALE 1:2

DETAIL

Insulation panel with aluminium lining

SCALE 1:2

min 80

250 min 80

Painted 97x22 Meranti timber liner to extend to window frame

5 10

C.O.S

Painted 97x22 Meranti timber liner to extend to window frame

Aluminium shutter by specialist

Aluminium window by specialist

Isoboard ceiling with 'v' grooves @ 600mm cc

16x60mm meranti cornice

C.O.S

Isoboard ceiling with 'v' grooves @ 600mm cc

5 10

Insulation panel with aluminium lining

16x60mm meranti cornice

001 2019-05-10

Steam shower ceiling type and detail updated.

No.

DESCRIPTION

DATE

150

001 2019-06-20 No.

Aluminium shutter by specialist

G S POSTNET SUITE #98 P BAG X1 VLAEBERG 8018 TEL +27214243230 EMAIL architects@w2.co.za

250

Aluminium window by specialist

ARCHITECT:

Aluminium window by specialist

min 80

Birdsmouth detail Tiled wall

150

48 16

LED uplight

48x50mm Supawood rail with rebate for LED uplight

@ ±2905 affl

48x50mm Supawood rail with rebate for LED uplight

60x22 architrave

1:100

SHEET SIZE

SCALE

AC / JB / SK

48 16

LED uplight

SCALE 1:5

DETAIL

PROJECT

min 80

10 5

Aluminium window by specialist

Birdsmouth detail Tiled wall

Aluminium shutter by specialist

5x5mm Bird's mouth detail

DPC membrane built into wall Aluminium shutter by specialist

CHECKED

DRAWN

1727

REVISION

000

D8-203

Timber liner

DETAIL

Tiled wall

Rail to run at same height around entire room

Rail to run above architrave around entire room

Ceiling Layouts Details

Plaster face

250

New Family Home Erf 3346, 13 Mongoose Drive Fransche Hoek Agricultural Estate Franschhoek

150

min 80

CLIENT:

Vermaak 19 Meadow Lane, Kloof, Durban

5 10

DRAWING No.

SCALE 1:5

FOR CONSTRUCTION DOCUMENTATION PHASE

CONSTRUCTION DRAWINGS PAGE 31 |

Tiled wall 5x5mm Bird's mouth detail

DATE

STOP! : WHEN IN DOUBT ASK!

This drawing and all representations · THIS DRAWING AND REPRESENTATIONS INCLU THE PROPERTY OFthe WYNAND WILSENACH ARC included herein is, and remains COPYRIGHT LAW APPLIES. property of Wynand Wilsenach Architects · ANY DISCREPANCIES AND/ OR QUERIES MUST TO THE ARCHITECT IMMEDIATELY. Copyright Law Applies: The Copyright Act, DO NOT SCALE OFF THIS DRAWING. REFER ON Act 98 of 1978, as variously· amended. FIGURED DIMENSIONS.

FFL 406 325

FFL 406 275

Bedroom 2 22

D17 LG16

D&W Reference

2440

2600

2535

224

VIONARO softclose drawer sy 16mm Birch ply base and back with graphite CMAT/GRP

D4_101e

DYNAMOOV softclose drawer 16mm Birch ply box (base back

ALVITO wall hung toilet suite complete with ALPHA15 set

SIGE 2 compartment soft close

2x 34 size beds

300

Painted 220x16mm timber skirting by MC

FFL 403 325

TH 300

850

TH 300

850

400 450

855

GRASS CABINETWORK HING AND DRAWER LEGEND

235

900

800

1480

2400

2600

60x22 Architrave

LAUREN basin mixer on SIMPLICITY 80cm basin & cabinet supplied with sanware

THIS DRAWING AND REPRESENTATIONS INCLU THE PROPERTY OF WYNAND WILSENACH ARC COPYRIGHT APPLIES.

D&W Reference

850

115 1200

770

LG10

D17 LG14

1910

2665

100

2367

2665

Tiled wall

2000

400 770x400x115 recess

200

D&W Reference

Push to Open Door

ALL BUILDING WORK IS TO CONFORM TO SAN NATIONAL BUILDING REGULATIONS AND RELE AUTHORITY REGULATIONS.

D21 LG12

W03 LG11

D&W Reference

eq eq

Plastered & Painted

2600

D22 LG15

D4_102c

Bedroom 2

D4_101e

2400

D4_102c

THIS DRAWING IS TO BE READ WITH ALL REFE

Skimmed 9mm rhinoboard ceiling with 20mm Donn plaster trim shadow detail.

60x22 Architrave

Plastered & Painted

D4_102c

ALL DIMENSIONS AND LEVELS ARE TO BE CHE PRIOR TO SETTING OUT.

2400

D4_102c

115

Plastered & Painted

300

967

1207

900

CU-16

Bedroom 2

100

WL @ 1800

60x22 Architrave

2600

1495

Mirror

2400

En-Suite 2

100

Skimmed 12mm board with corners taped to walls, to all bulkheads

60x22 Architrave

CU-15A

Skimmed 12mm board with corners taped to walls, to all bulkheads

D4_102c

2380

100 EQ

Skimmed 9mm rhinoboard ceiling with 20mm Donn plaster trim shadow detail.

300

200

FFL 403 325

Painted 220x16mm timber skirting by MC

Tipmatic hinge + K-PUSH Tipm (graphite) "Push to open"

FFL 403 325

TIOMOS soft close hinges

KINGVARO D flapdown system with TIOMOS flap hinges

D&W Reference

T-10 BFTL

FFL 406 325

Outlet with weather louvres

D21 LG12

D&W Reference

TIOMOS MIRRO clear glass h

@450

D4_102c

200

W03 LG11

LGB 1

T-02

600

140mm Curtain recess above

eq (b)

LGB 1

T-02

Skimmed 9mm rhinoboard ceiling with 20mm Donn plaster trim shadow detail.

Skimmed 12mm board with corners taped to walls, to all bulkheads

60x22 Architrave

Bedroom 2

LGB 1

Plastered & Painted

110 B

D15 LG10 D&W Reference

700

T-02

-15 -25

-35

200

D&W Reference

-15 -25

CU-16

2535 ADSL TV

blank

3/4 size bed

2600

300 2397

2535

22mm shelf

LAUREN basin mixer on SIMPLICITY 80cm basin & cabinet supplied with sanware

2370

770

110

FFL 403 325

New Family Home Erf 3346, 13 Mongoose D Fransche Hoek Agricultu Franschhoek P

22mm shelf

CU-16

871

CU-15A eq

2000

300

3/4 size bed

440 1735

D22 LG15

CU-15B

1000

-35

900

T-15

1400

LAUREN basin mixer on SIMPLICITY 80cm basin & cabinet complete

300

LGB 1

D4_102c

1100

whb

2665

60 500

D4_102c

Roomdatas: Bedroom 2 Floor Plan Internal Elevations 1 - 5 D

A1 SHEET SIZE

400

WL @ 1800

400

150

LAUREN diverter mixer and hand shower on backer

22mm shelf

3685

Vermaak 19 Meadow Lane, Kloof,

Caesarstone 1235

400

DRAWN

100

D4_102c

EXT

980

T-02

D4_102c

Tiled walls

650

POSTNET SUITE #98 P BAG X1 VL TEL +27214243230 EMAIL archite

CLIENT:

En-Suite 2

D4_102c

D21 LG12 D&W Reference

LGB 1

T-02

300x200mm duct for extraction

Plastered & Painted

2600

℄ WHB

℄ toilet LGB 1 ALVITO wall hung toilet suite complete with ALPHA15 set 400

855

Bedroom 2

1250

550

Switch @850

400

-7.5

T-21

dim

250L GEYSER

T-02

TH 300

Shower

550

235

Switch @850

DESCRIPTION

ARCHITECT:

Skimmed 9mm rhinoboard ceiling with 20mm Donn plaster trim shadow detail.

1120

dim

1 LGB 1

110mmØ Extractor with inline fan

℄ shower

tiles

UFT

200

300x300 access panel in bulkhead

Skimmed 9mm rhinoboard ceiling with 20mm Donn plaster trim shadow detail.

400

EN-SUITE 2 403.325

TH 300

-0 1400

D4_102c

1313

HTR

D&W Reference

D4_102c

WiFi @ 2.2m

633 1313

D17 LG14

℄ door

DATE

FFL 406 325

400 recess

2670 658

LGB 1

℄ wall

No.

60 shelves

1207

shelves

MS-90° @2,500

661 1x25Ø Conduit to Scullery AV cupboard

110

900

Chrome Hanging Rail Short Hanging

Chrome Hanging Rail Long Hanging

LGB 1 661

400

550

CU-15A

1200

LGB 1 661

T-02

D&W Reference

Issued to site.

765

T-02

LGB 1

D17 LG16

Cabinetwork and detail mark

T-02

661

001 2019-02-05

LGB 1

T-02

LGB 1

002 2019-05-10

110

Free-standing bedside table by client

±120

tiles

403.325

FFL 403 325

CU-15B Added: Headboard

003 2019-07-26

EN-SUITE 3

T-15

2380 Painted 220x16mm timber skirting by MC

700

A 110

TV3

110

230

1x25Ø Conduit to Scullery AV cupboard

T-02

Desk by client

TYPE 2

LGB 1

D4_101e

2X25Ø TO Scullery AV cupboard

TV3

T-02

2365

D&W Reference

1000

vinyl

403.325 LGB 1

W03 LG11

D15 LG10

D&W Reference

2600

CU-15B

BEDROOM 2

D&W Reference

110

D17 LG16

600

2325

140mm Curtain recess above

W03 LG09

2665

UFT

3684

eq (b)

-0

-15

PROJECT

1727

REVISION

D4-102a

Switch @850 DRAWING No.

FOR CONSTRUC DOCUMENTATION PHASE

| PAGE 32

P H O T O S S I T E

2020 / 03 / 16

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