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WORK EXPERIENCE Ruby M u n gos h i ARCHITECTURAL PORTFOLIO

RubyNyashaMungoshi_Architectural Portfolio_2018


THE COSMETIC ALMANAC

RubyNyashaMungoshi_Architectural Portfolio_2018


CONTENTS Gabarone Retail and Office 04/ Harbour Town House 16/ Sandton Studio 22/ ParkTown Office Facade 30/

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RubyNyashaMungoshi_Architectural Portfolio_2018

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CO-ARC At Co-arc I was involved in the detail drawings of a large retail and office block development. This project is in Gaborone, Botswana and is a joint venture between Co-arc and PALEDI MORRISON Inc who are based in Gaborone. In my second year I continued working on the Gabaron project as well as other Residential schemes. One of them was for an Estate in the Vaal Dam called “Harbour Town.� Hear I got to improve my Revit skills and work on my skills in residential submission drawings.

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RENDERED BY COLLEAGUE

RubyNyashaMungoshi_Architectural Portfolio_2018

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GABARONE RETAIL AND OFFICE DEVELOPMENT 5


RubyNyashaMungoshi_Architectural Portfolio_2018

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RubyNyashaMungoshi_Architectural Portfolio_2018

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GABARONE RETAIL AND OFFICE DEVELOPMENT 9


RubyNyashaMungoshi_Architectural Portfolio_2018

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GABARONE RETAIL AND OFFICE DEVELOPMENT 11


RENDERED BY COLLEAGUE

RENDERED BY COLLEAGUE

RubyNyashaMungoshi_Architectural Portfolio_2018

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GABARONE RETAIL AND OFFICE DEVELOPMENT 13


RubyNyashaMungoshi_Architectural Portfolio_2018

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GABARONE RETAIL AND OFFICE DEVELOPMENT DETAILS 15


DRAWN BY COLLEAGUE RubyNyashaMungoshi_Architectural Portfolio_2018

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HARBOUR TOWN HOUSE DESIGN 17


RubyNyashaMungoshi_Architectural Portfolio_2018

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HARBOUR TOWN HOUSE CONSTRUCTION 19


RubyNyashaMungoshi_Architectural Portfolio_2018

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STOA At STOA ( Studio of Architecture). We mainly did additions and renovations. One of which was a photography studio in Sandton which hovered above an existing house . I also measured and drew an existing office facade in Parktown. We then detailed the alterations and additions that included: a plant box, a pergola, a deck and a steel grid wire mesh for growing wall plants. I was given an opportunity to liaise with clients and engineers.

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RENDERED BY COLLEAGUE RubyNyashaMungoshi_Architectural Portfolio_2018

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SANDTON STUDIO 23


EXISTING UTILITY

existing steel beam

existing steel beam

existing steel column

BUILDING

LIGHTING LEGEND

P

Pendant LED downlight Wall Light External Wall Light

line of first floor above

Step Light External Step Light Fluorescent Light

Gate Gate

Dimmer External up-light Concealed LED strip light

SE

External Sensor

TL

Tree Light

GL

Garden Light

Paving

exi

existing steel column existing roof line above

W04

existing gutter line above

Gutter D01

W05

EXISTING GARAGE

150 x 150 x 10 new steel column to engineer's detail

150

existing wall

Paving

line of first floor above

27,8m2 existing floor finish

2,185

Steps

Water feature

W06

Concrete

EXISTING OFFICE

220

4,690

Drain

ND05

new door to replace window

2,038

D

8,103

e

Low wall

220

Water feature

220

762

220

W01

98

150 x 150 x 10 new steel column to engineer's detail

Paving

line of first floor above

demolish low wall 220

1,843

220

99

766

3,049

Brick pier column

Brick pier column

6,764

440

Brick pier column

550

330

demolish wall Gate 220

Wall

Paving 4,139

100

3,600

1,354

1,410

Paving 2,877

440

5,337

440

6,169

440

Mountable kerb

GROUND FLOOR PLAN SCALE 1:50

COPYRIGHT NOTICE Copyright Š 2016 STOA studio of architecture Copyright subsists in this drawing. The person or entity whose name appears in the title block of this drawing is hereby granted a non-exclusive licence to use, display, print and/or reproduce this drawing to the extent necessary to carry out and complete the project described in the title block of this drawing. This licence in respect of the copyright is expressly limited as aforesaid and the person and/or entity referred to above shall not be entitled to grant sub-licences in respect of the copyright in this drawing to any other entity. This licence confers no ownership right in the copyright vesting in the drawing and this drawing and the copyright subsisting therein will, at all times, remain the property of Karen Wygers Architects ccAny unauthorised reproduction, publication, transmission, adaptation and/or inclusion of this drawing in a cinematographic film or television broadcast is an act of copyright infringement which will render the doer of the act liable for civil copyright infringement and may in certain

General Notes

Revisions

RubyNyashaMungoshi_Architectural Portfolio_2018 1. This drawing is to be read in conjunction with engineers drawings. 2. Any discrepancies to be reported to the architects prior to work commencing. 3. This drawing to be read in conjunction with all consultants drawings and details. 4. This drawing must not be scaled.

Series Legend ARPL ARES ARCE ARCO

Plans Elevations and Sections Ceiling Layouts Co-ordination

ARWI ARWD ARSF ARDR

Window Schedule Window Details Shopfront Schedule Drainage Layouts

ARAF ARFS ARSL ARRF

24

Access Floor Layouts Fire Services Signage Layouts Finishing Schedule

ARDS ARDP ARPT ARKL

no.

Detailed Sections Detailed Plans Partition Layouts Kitchen Layouts

date

description

checked

signed

no.

date

d


existing steel column

TO MAIN SEWER CONNECTION

A

B

C

existing steel beam

existing steel beam

INSULATED HOT WATER RETICULATION

SOLAR POWERED GEYSER ON ROOF

IE

RE

line of first floor above

4,3m2 polished screed

WHB 115

1,380

Demolish WC

existing steel column

existing steel column

Wall

existing roof line above

150 x 150 x 10 new steel column to engineer's detail

230

existing gutter line above 4,668

3,100

COLD ROOM

isting steel column

2,363

WC

WC

1,983

NW02

Demolish bath

3,4m2 polished screed

ND04

230

115

BATH

SHW

BATHROOM 2

1,085

IE 220

115

W07

Gate

Concrete

653

150 x 150 x 10 new steel column to engineer's detail

856

850

1 1,292

demolish low wall

demolish low wall 7,715

472

214

850

demolish wall

850

129

line of first floor above

demolish wall

130

x 150 x 10 new steel column to engineer's detail

D

2

NW01

3 4

42,2m2 polished screed

5,774

230

5

STUDIO 2

Paving

14,9m2 polished screed

12,325

STORE ROOM take floor level down to match existing (200mm)

Paving 98

Paving demolish steps 5,017

New retaining low wall

98

330

W03

existing retaining wall

W02

Gutter 98 150 x 150 x 10 new steel column to engineer's detail

98 Demolish ramp

demolish wall

1,903

150 x 150 x 10 new steel column to engineer's detail

line of first floor above

Wall

14,410

330

150 x 150 x 10 new steel column to engineer's detail

Gate

Stormwater grid

2,284

99

220

3,950

Demolish low wall

14,740 1,057

4,130

3,436

Brick pier column Brick pier column 330

Brick pier column

220

99

demolish existing wall

description

99

A

B

C

Electric box

20,034

5,753

3,600

440

5,587

440

2,997

6,215

440

2,580

37,158

Paving

CRASSULA CRESCENT

checked

signed

Mountable kerb

SANDTON STUDIO

STOA

studio of architecture

Project No 14 / 005

drawn

AC/ RM

25

57 Crassula Crescent, Sandton Johannesburg

date

2016.11.28 checked

AC scale

Drawing Title

GroundFloor Plan

Drawing No. discipline

series

drawing number

revision

sta


100 x 75 x 6mm steel L-angle fixed to I-Beam

50 x 50 x 2.5mm square hollow section fixed to I-Beam 249 x 250 x 3mm custom made galvanised steel gutter on 420 wide 6mm thick steel plate fixed to steel columns to engineer's details and specifications

935

PARAPET +7,013m

203 x 133 x 25 I-Beam to engineers details and specifications

STEEL PLATE U/S +6,078m

RS40: 50 X 4.5 52 kg mentis grid to manufactures spec on 60 x 60 x10 L-angle fixed to Taper flange Channel stringer to engineer's details and specifications

2,635

3,570

80 x 80 x 4mm hollow steel columns as per structural engineer's details and specification

100 x 20mm Rhino wood decking with 10mm gap spacing screwed to 152 x 38mm SA pine timber all by decking specialist sub-contractor

340

7,013

TOC +3,443m

150 x 150 x 10mm hollow steel columns as per structural engineer's details and specification

U/S CONC +3,103m

345 x 220 concrete beam to engineers details and specifications

Glass

3,103

NGL

C178 X 54 Taper flange Channel stair stringer to engineer's details and specifications

FFL +0m

FFL +9707

concrete foundation as per structural engineer's details and specifications

SECTION A- A SCALE 1:50

100 x 75 x 6mm steel L-angle fixed to I-Beam

50 x 50 x 2.5mm square hollow section fixed to I-Beam 249 x 250 x 3mm custom RubyNyashaMungoshi_Architectural Portfolio_2018 PARAPET +7,013m

made galvanised steel gutter on 420 wide 6mm thick steel plate fixed to steel columns to engineer's details and specifications

26

1,020

2,110

concrete foundation as per structural engineer's details and specifications

New retaining low w

concrete foundation a structural engineer's d specifications


D

IBR metal roof sheeting @ 2° on 75 x 50 x 2 cold- formed channel purlins @ 1500 cc on IPE 160 AA rafter I-beams @ 1500 cc all by specialist roofing sub- contractor Flashing and counter flashing to specialists details and specifications

steel rail fixed to wall

Glass

CHANGE ROOM

250

340

50mm power floated screed on RC slab as per structural engineers details and specifications

NW01

V.E.M 250 D expanded metal fixed to underside of brick wall

Glass

3mm Thick galvanised steel gutter painted with acrylic water based paint. Engineer to advise

D

191

37°

255

191

25

191

ND04 280

270 x 200 x 3 custom made cover panels fixed to underside of slab. Panels to be at 1200mm intervals with a 30mm overlap.

SANDTON STUDIO 27

IBR metal roof sheeting @ 2° on 75 x 50 x 2 coldformed channel purlins @ 1500 cc on IPE 160 AA rafter I-beams @ 1500 cc all by specialist roofing sub- contractor Flashing and counter flashing to specialists details and specifications

3,103

yellow brick finish

3,443

3,103

2,147

NW02

D

as per details and

Glass

7,013

Sliding steel door

340

BATHROOM

wall

3,570

White isoboard to clients spec with insulation to comply with sans 204.4.3.6.2 min R-value 3.7


B

A

SECTION D- D SCALE 1:50

PARAPET +7,013m

PARAPET +7,013m STEEL PLATE U/S +6,078m STEEL PLATE U/S +6,078m

TOC +3,443m 1,800

U/S CONC +3,103m

U/S CONC +3,103m FFL +0m

NORTH NORTHELEVATION ELEVATIONENTRANCE SCALE 1:100 SCALE 1:100

ND01

ND01

Yellow brick finish

1,801

NGL

Yellow brick finish

minimum

1,800

minimum

1,800

minimum

TOC +3,443m

38 x 114mm SA pine timber fixed to concrete plinth all by decking specialist subcontractor

concrete plinth/foundation as per structural engineers details and specifications

FFL +0m

PARAPET +7,013m

STEEL PLATE U/S +6,078m

NW05

Breeze blocks

Yellow brick finish

TOC +3,443m

d metal

ate

concrete foundation as per structural engineer's details and specifications

Glass U/S CONC +3,103m

NW01

NW02 Yellow brick finish

SHW FFL +0m

concrete foundation as per structural engineer's details and specifications

ND04

EAST ELEVATION

concrete foundation as per structural engineer's details and specifications

SCALE 1:100

RubyNyashaMungoshi_Architectural Portfolio_2018

28 checked

Project No


C 595 2,635

Breeze blocks

Breeze blocks 680

ND03

2,975

ND03 1,000

ND02

2,635

Breeze blocks

ND03 1,000

D02

595

595

ND02

1,800

minimum

680

Breeze blocks

Yellow brick finish

concrete plinth/foundation as per structural engineers details and specifications te plinth/foundation

as per structural gineers details and specifications

o

concrete foundation as per structural engineer's details and specifications

N

concrete foundation as per structural engineer's details and specifications

S

PARAPET +7,013m PARAPET +7,013m

PARAPET +7,013m

STEEL PLATE U/S +6,078m

TOC +3,443m

TOC +3,443m

U/S CONC +3,103m

U/S CONC +3,103m

STEEL PLATE U/S +6,078m

TOC +3,443m

NW04 Glass

Glass

W05

U/S CONC +3,103m Glass Glass Existing gate W05

FFL +0m

ND05 New door to replace window

Existing gate FFL +0m

340

FFL +0m

Yellow brick finish

Yellow brick finish

W06

ND05 New door to replaceW06 window 270 x 30mm thick concrete tile on 20mm IE mortar 340

STEEL PLATE U/S +6,078m

Yellow brick finish

270 x 30mm thick concrete tile on 20mm mortar

concrete foundation as per structural engineer's details and specifications

SOUTH ELEVATION WEST ELEVATION SCALE 1:100

WEST ELEVATION

SANDTON STUDIO

SCALE 1:100

drawn

29

W07

SHW

concrete found per structural e details and spe

concrete foundation as per structural engineer's details and specifications

IE concrete foundation as per structural engineer's details and specifications

SCALE 1:100

Expanded metal

Drawing Title

concrete foundation as per structural engineer's details and specifications


RubyNyashaMungoshi_Architectural Portfolio_2018

30


PARKTOWN OFFICE FACADE 31


Existing I-section column

A

B

230

planter box 100 x 20mm Rhino wood deckingdeck fixed Wooden to Timber bearers to manufacturers specifications

Timber bench 1,780

450

Timber bench

1,780

CL

B

A

CL

CL

450

CL CL 500

bearer removable slated panel bearer

115

bearer

CL 500

4,220

planter box

bearer

CL 500

115

910

removable slated panel

635 115

ND01

bearer

CL

IPE 160 I-section column 100 x 50 x 3mm hollow steel column

655 2,463

655

2,463

655

655

2,618

CL

2,463

CL

2,463

CL

Ground Floor plan Scale 1:50

B

CL

CL

738

A

CL

1,655

CL

2,463

CL

2,293

CL

2,958

CL

2,293

CL

2,463

1,677

747

cable approximent. +6.09m

STRUCTURAL BEAM

approximent. +5.03m

WINDOW HEIGHT

appr +

80 x 80 x3mm hollow steel column

3,090

NW01

NW02 ND02

Wire mesh

100 x 50 x 3mm hollow steel horizontal

2,030

Balcony height

appr +

80 x 80 x3mm hollow steel beam

IPE 160 I-beam

Wire mesh

1,000

FFL approximent. +3m

app

IPE 160 I-section column

STRUCTURAL BEAM

Door height at leaf +2.27m

Doo a +

2,270

new corrugated sheeting to match existing

Plaster and paint

Plaster and paint

FFL +0m

1,780

B

A

1,780

76 x 50 mm Timber

timber slats

80 x 40 x 3mm hollow steel 2,463

2,463

2,618

2,463

2,463

EXTERNAL ELEVATION

External Elevation scale 1: 50 SCALE 1:50

2,415 604

604

604

604

480

2,415

4,863

604

604

1,266

604

1,166

1,166

1,266

1,500

2100

2,295

530

604

WINDOW TYPE

A

One required

WINDOW TYPE

B

Check all dimensions on site.

One required

WINDOW TYPE

C

Purpose made aluminium door

TYPE:

Purpose made aluminium door

FRAME:

38mm

FRAME:

38mm

FINISH:

Two required

Check all dimensions on site.

TYPE:

Powder coated

FINISH:

TYPE:

Powder coated

GLAZING:

6,38mm safety shatterprufe

6,38mm safety shatterprufe

GLAZING:

IRONMON:

To future spec

IRONMON:

To future spec

POSITION:

ND01

POSITION:

ND02

Purpose made aluminium sliding window

FRAME:

38mm

FINISH:

Powder coated

GLAZING:

6,38mm safety shatterprufe

IRONMON:

To future spec

POSITION:

NW01, NW02

New Window and Door Schedule COPYRIGHT NOTICE Copyright Š 2016 STOA studio of architecture Copyright subsists in this drawing. The person or entity whose name appears in the title block of this drawing is hereby granted a non-exclusive licence to use, display, print and/or reproduce this drawing to the extent necessary to carry out and complete the project described in the title block of this drawing. This licence in respect of the copyright is expressly limited as aforesaid and the person and/or entity referred to above shall not be entitled to grant sub-licences in respect of the copyright in this drawing to any other entity. This licence confers no ownership right in the copyright vesting in the drawing and this drawing and the copyright subsisting therein will, at all times, remain the property of Karen Wygers Architects ccAny unauthorised reproduction, publication, transmission, adaptation and/or inclusion of this drawing in a cinematographic film or television broadcast is an act of copyright infringement which will render the doer of the act liable for civil copyright infringement and may in certain circumstances render the doer liable to criminal prosecution. Requests and enquiries concerning this drawing and the rights subsisting therein should be addressed to the copyright owner.

General Notes

Revisions

1. This drawing is to be read in conjunction with engineers drawings. 2. Any discrepancies to be reported to the architects prior to work commencing. 3. This drawing to be read in conjunction with all consultants drawings and details. 4. This drawing must not be scaled.

no.

Series Legend ARPL ARES ARCE ARCO ARCD ARDO ARDD

Plans Elevations and Sections Ceiling Layouts Co-ordination Construction Details Door Schedules Door Details

ARWI ARWD ARSF ARDR ARSW ARWS ARMU

Window Schedule Window Details Shopfront Schedule Drainage Layouts Stormwater Layouts Water Reticulation Council Submission

ARAF ARFS ARSL ARRF ARJD ARTD ARSD

Access Floor Layouts Fire Services Signage Layouts Finishing Schedule Joinery Details Tiling Layouts Steelwork Details

ARDS ARDP ARPT ARKL ARCS

Detailed Sections Detailed Plans Partition Layouts Kitchen Layouts Column Schedule

RubyNyashaMungoshi_Architectural Portfolio_2018

32

date

description

checked

signed

no.

date

description


EXEC THREE

EXEC TWO

EXEC ONE

2,353

Existing I-section column

4,863

203

2,415

203

2,383

4,863

A 120

B

CL

NW02 80 x 80 x3mm hollow steel beam

CL

80 x 80 x3mm hollow steel column 2,337

500

Wire mesh

CL

CL Wire mesh

IPE 160 I-section column

CL 500

500

Wooden deck

CL 400

390

CL

IPE 160 I-beam

CL

CL 500

500

100 x 50 x 3mm hollow steel horizontal

CL B 655

First floor plan Scale 1: 50

roximent. +6.09m

655

CL

IPE 160 I-section column 655

CL

655

CL

100 x 50 x 3mm hollow steel column

CL

STRUCTURAL BEAM

roximent. +5.03m

WINDOW HEIGHT

NW01

3,090

NW02

2,030

FFL proximent. +3m

CL

A

CL

500

270

ND02 NW01

ND02

STRUCTURAL BEAM

2,270

or height at leaf +2.27m

ND01

FFL +0m

Internal Elevation scale 1: 50

checked

signed

STOA

studio of architecture

Unit 14 A, 44 Stanley Avenue, Milpark, Johannesburg 2193 c. 082 322 2271 e. alexia@stoa.co.za copyright © 2016 S T O A

drawn

Project No 16-005

AC/ RM date

2016.08.31 checked

Workshop 70 7th Ave, Parktown North, 2193

33

AC scale

1:50

Drawing Title

PLANS AND ELEVATIONS PARKTOWN Drawing No. OFFICE FACADE discipline

series

drawing number

revision

stage

A R E S 0 0 1 0 0 0 C


100 x 20mm Rhino wood decking with 50mm gap spacing screwed to steel horizontals and I-beams to manufactures specifications

IPE 160 I-beam fixed to IPE 160 I-section column to Engineer's details and specification

100 x 50 x 3mm hollow steel horizontal fixed to 100 x 100 x 3mm hollow steel section to align to 100 x 50 x 3mm hollow steel column to Engineer's details and specification

100 x 100 x 3mm hollow steel horizontal section fixed to IPE 160 I-section column to Engineer's details and specification

100 x 100 x 3mm hollow steel section fixed to IPE 160 Isection column to Engineer's details and specification

100 x 50 x 3mm hollow steel column fixed to 100 x 100 x 3mm hollow steel horizontal section to Engineer's details and specification

STRUCTURAL BEAM

approximent. +6.09m

100 x 50 x 3mm hollow steel column fixed to 100 x 100 x 3mm hollow steel section and existing I-beam to Engineer's details and specification

100 x 100 x 3mm hollow steel section fixed to IPE 160 I-section column to Engineer's details and specification

IPE 160 I-section column fixed to IPE 160 I-beam and existing I-beam to Engineer's details and specification

100 x 50 x 3mm hollow steel section fixed to 100 x 50 x 3mm hollow steel columns fixed to Engineer's details and specification

existing beams

ENGINEER TO COMMENT ON EXISTING CONDITION

new aluminum door and windows to specialists detail

100 x 20mm Rhino wood decking screwed to 100 x 50 x 3mm hollow steel bearers to manufactures specifications

Balcony height

existing I-section column

100 x 50 x 3mm hollow steel section fixed to IPE 160 I-beam to Engineer's details and specification 100 x 50 x 3mm hollow steel column fixed to IPE 160 I-beam to Engineer's details and specification

500

500

2,337 500

390

270

STRUCTURAL BEAM

FFL approximent. +3m

IPE 160 I-beam fixed to IPE 160 I-section column to Engineer's details and specification

Door height at leaf +2.27m

100 x 50 x 3mm hollow steel column fixed to fixing plate to Engineer's details and specification

IPE 160 I-beam fixed to existing I-section column and existing internal beam to Engineer's details and specification

IPE 160 I-section column fixed to fixing plate to Engineer's details and specification

100 x 20mm Rhino wood decking with 50mm gap spacing screwed to steel columns and Isection columns to manufactures specifications

100 x 20mm Rhino wood decking fixed to Timber bearers to manufacturers specifications

2,000

Fixing plate fixed to slab to engineer's details and specifications

500

500

ENGINEER TO COMMENT: PLEA REQUEST TO CUT PORTION OF

500

50mm Timber bearer fixed to paving and perforated to manufacturers specifications and fixed to engineer's details and specification

450

FFL +0m

FIXING TO ENGINEER'S ADVICE PERFORATION TO MANUFACTU SPECIFICATIONS

180

113

20

Estimated 2° fall on existing paving

Section A - A COPYRIGHT NOTICE Copyright Š 2016 STOA studio of architecture Copyright subsists in this drawing. The person or entity whose name appears in the title block of this drawing is hereby granted a non-exclusive licence to use, display, print and/or reproduce this drawing to the extent necessary to carry out and complete the project described in the title block of this drawing. This licence in respect of the copyright is expressly limited as aforesaid and the person and/or entity referred to above shall not be entitled to grant sub-licences in respect of the copyright in this drawing to any other entity. This licence confers no ownership right in the copyright vesting in the drawing and this drawing and the copyright subsisting therein will, at all times, remain the property of Karen Wygers Architects ccAny unauthorised reproduction, publication, transmission, adaptation and/or inclusion of this drawing in a cinematographic film or television broadcast is an act of copyright infringement which will render the doer of the act liable for civil copyright infringement and may in certain circumstances render the doer liable to criminal prosecution. Requests and enquiries concerning this drawing and the rights subsisting therein should be addressed to the copyright owner.

General Notes

Revisions

1. This drawing is to be read in conjunction with engineers drawings. 2. Any discrepancies to be reported to the architects prior to work commencing. 3. This drawing to be read in conjunction with all consultants drawings and details. 4. This drawing must not be scaled.

no.

Series Legend ARPL ARES ARCE ARCO ARCD ARDO ARDD

Plans Elevations and Sections Ceiling Layouts Co-ordination Construction Details Door Schedules Door Details

ARWI ARWD ARSF ARDR ARSW ARWS ARMU

Window Schedule Window Details Shopfront Schedule Drainage Layouts Stormwater Layouts Water Reticulation Council Submission

ARAF ARFS ARSL ARRF ARJD ARTD ARSD

Access Floor Layouts Fire Services Signage Layouts Finishing Schedule Joinery Details Tiling Layouts Steelwork Details

ARDS ARDP ARPT ARKL ARCS

Detailed Sections Detailed Plans Partition Layouts Kitchen Layouts Column Schedule

RubyNyashaMungoshi_Architectural Portfolio_2018

34

date

description

checked

signed

no.

date

description


Fixing of cable to manufacturers details and specifications

Existing steel beam

approximent. +6.09m

STRUCTURAL BEAM 80

80 x 80 x3mm hollow steel section fixed to 80 x 80 x 3mm hollow steel column to Engineer's details and specification

Wire mesh welded onto 80 x 80 x3mm steel hollow section and to 80 x 80 x 3mm hollow steel column to Engineer's details and specification

WINDOW HEIGHT

G

80 x 80 x 3mm hollow steel column fixed to fixing plate to Engineer's approximent. details and specification

+5.03m

3,050

3,090

Structural lintel to engineers details and specifications POSITION OF WINDOW IN EXITING STRUCTURE TO ENGINEER'S DETAILS AND SPECIFICATIONS

New aluminum strip window to manufacturers details and specifications

Existing steel beam Wire mesh welded onto 80 x 80 x3mm steel hollow section and to 80 x 80 x 3mm hollow steel column to Engineer's details and specification

80

STRUCTURAL BEAM

80 x 80 x3mm steel hollow section fixed to 80 x 80 x 3mm hollow steel column to Engineer's details and specification

270 x 30mm thick concrete tile on 20mm mortar

Door height at leaf +2.27m

100 x 50 x 3mm hollow steel section fixed to IPE 160 I-beam to Engineer's details and specification

Brick work to be supported on slab as per engineer's instructions

2,045

ASE NOTE F BEAM

FFL approximent. +3m

80 x 40 x 3mm hollow steel horizontal fixed to 80 x 40 x 3mm hollow steel vertical and fixed to wall to engineer's details and specification

20 230 20

80 x 40 x 3mm hollow steel vertical fixed to fixing plate to Engineer's details and specification

20

110

IPE 160 I-beam fixed to IPE 160 Isection column to Engineer's details and specification

2,270

76 x 50 mm Timber with 30mm spacing fixed to 80 x 40 x 3mm hollow steel horizontal to engineer's details and specifications

20

IPE 160 I-section column fixed to fixing plate to Engineer's details and specification Fixing plate fixed to concrete plinth to engineer's details and specifications Concrete plinth to Engineers details and specifications

450 1,020 76 500

Soil

FFL +0m

424

E AND URES

Geofabric on stones on waterproofing on screed layed to fall all to landscapers specifications and approval

25mm⌀ weep hole, quantity of weep holes to be defined by engineer Fixing plate fixed to slab to engineer's details and specifications

New concrete slab to engineer's details and specifications

Existing concrete slab

Section B - B checked

signed

ENGINEER TO ADVISE IF WALL NEEDS TO BE 230mm

STOA

studio of architecture

Unit 14 A, 44 Stanley Avenue, Milpark, Johannesburg 2193 c. 082 322 2271 e. alexia@stoa.co.za copyright © 2016 S T O A

drawn

Project No 16-005

AC/RM date

2016.08.31 checked

Workshop 70 7th Ave, Parktown North, 2193

35

AC scale

1:20

Drawing Title

SECTIONS PARKTOWN Drawing No. OFFICE FACADE discipline

series

drawing number

revision

stage

A R E S 0 0 2 0 0 0 C


RubyNyashaMungoshi_Architectural Portfolio_2018

36

Profile for Ruby Nyasha Mungoshi

Work Experience  

Construction Portfolio | (2019) This portfolio is a selection of my most treasured work experience, which exhibits detail construction drawi...

Work Experience  

Construction Portfolio | (2019) This portfolio is a selection of my most treasured work experience, which exhibits detail construction drawi...

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