portfolio_24.10.2011

YUSUF SAMPSON 210044594

PORTFOLIO

CPUT 2nd year architectural technology

Yusuf Sampson

Student no.: 210044594

Y.S. Innovations & Designs

PSS Portfolio 24.10.2011

Contents Paperwork:

PSS Form

Employer’s confirmation of student’s work

Additional questions

Drawings:

1. B367 Kenridge i. Ground floor & site plan ii. Sections & elevations

2. B273 Miller Road i. Reference drawing ii. Ground & first floor plan iii. Roof & ceiling plan iv. Sections v. Elevations vi. Foundation & boundary wall plan vii. Patio plans, sections & elevations viii. Handrail details ix. Details x. Bathroom layouts & elevations xi. Kitchen layouts & elevations xii. Paving layout xiii. Door & window schedule 3. B376 Wesley Road

i. Plans, sections & elevations ii. Site & roof plan, sections

4. B361 19 Princes Road i. Plans, sections & elevations

5. B357 21 Princes Road i. Plans, sections & elevations

6. B315 Princes Road i. Basement & site plan ii. Ground floor plan & sections

iii. First & attic floor plan iv. Roof plan and drainage v. Elevations

7. B345 Duckitt Avenue i. Ground floor plan, sections & elevations ii. Site & roof plan

8. B271 Constantia i. Foundation layout plan ii. Ground floor & site plan iii. Basement plan & sections iv. Sections & elevations

9. B58 Bantry Bay i. Plans, sections & elevations 1 ii. Plans, sections & elevations 2 iii. Plans, sections & elevations 3

10. B378 Kommetjie i. Sketch layout – ground floor ii. Sketch layout – first floor iii. Sketch layout – first floor & section

11. B379 Tokai i. Sketch layout – client’s own proposal ii. Sketch layout 1 iii. Sketch layout 2 iv. Sketch layout 3 v. Sketch layout 4 vi. Sketch layout 5

PSS FORM

PRACTICAL STUDIES 2011 SUMMARY OF WORK RECORDED

NOTE: 1. INCLUDE THIS SHEET ON THE FIRST PAGE OF THE PORTFOLIO AND RECORD THE NUMBER OF DRAWINGS AT EACH SUBMISSION. 2. THE PORTFOLIO IS ACCUMULATIVE I.E. INCLUDE YOUR BEST WORK FROM THE YEAR IN EACH SUBMISSION.

3. ALL DRAWINGS ARE TO BE SIGNED BY THE EMPLOYER AS MIN 80% THE STUDENTS WORK.

NAME: Yusuf Sampson STUDENT NO. 210044594 PH. 078 665 5023 E-MAIL: [email protected]

EMPLOYER: Noel A. Botha PH. (021) 671 2335 E-MAIL: [email protected]

Projects (LIST: TOTAL NUMBER ACCUMULATED OF DRAWINGS SUBMITTED) THIS LIST SHOULD ALSO BE THE INDEX FOR YOUR PORTFOLIO, ONLINE AND HARD COPY

B367 B273 B271 B345 B315 B376 B378 B379 B58 B361 B357 Total

1. Drawing to 1/100 or 1/50 scale for local authority approval 2 1 3 2 5 2 1 1 17

2. Working drawings and details (Assembly & component drawings) 11 1 12

3. Measured drawings (incl. Survey notes & photos) 1 1 1 1 3 7

4. Simple planning and design exercises incl. Solutions to elevational treatment fenestration etc.

1 1 2 3 6 13

5. Presentation drawings (in selected media) for a selected building project incl. Photos of models

3 3

6. Schedules of doors, windows, fittings, etc 1 1

7. Joinery details for purpose-made furniture or fixings 1 1

8. Investigation of site and survey 1 1 2

9. Analysis and preparation of brief 1 1 2

10. Cost considerations 1 1

11. Specifications 1 1 1 3

12. Site Visits 2 2 1 5

13. Administration 1 1

14. Copy of current page of logbook 9

15. Other 1 1 1 3

Yusuf Sampson 17 Riverside Drive

Kommetjie 7975

20 October 2011 Noel A. Botha Architect 23 Sussex Street Claremont 7708 Dear Noel A. Botha, Confirmation of student’s work This letter confirms that you, Noel A. Botha, acknowledge that I, Yusuf Sampson, have done at least 80% of the drawing work included in my portfolio or that I have made significant alterations/additions to drawings that are not 80% of my own work (indicated by a *). The drawings included in my portfolio are listed below:

B367 Kenridge,

B273 Miller Road,

B271 Constantia*,

B345 Duckitt Avenue*,

B315 Princes Road,

B376 Wesley Road,

B378 Kommetjie,

B379 Tokai,

B58 Bantry Bay,

B361 19 Princes Road,

B357 21 Princes Road.

Employer’s signature ________________________________

Yours sincerely,

Yusuf Sampson_____________________________________

1. How does the referencing system in your office work?

The referencing system in our office is to our architect‟s personal preference.

B376 -01-01

‘Botha’ Project number, in numerical

order of projects.

Drawing type:

01 – Existing / site information

02 – Sketch plans / first draught

03 – blank / reserved

04 – Council submission drawings

05 – Tender documentation

06 – Layout drawings

07 – Detail drawings

08 – Schedules

09 Drawing register

Page number.

Each project has a file on the system, as well as a physical file (labeled with this referencing system, plus the project title which is generally the address)

with notes, sketches and any hardcopy and/or printed information.

When doing a project, we collect the physical file from the architect‟s office as a reference. Then we access the project files from our workstations:

Desktop\ Shortcut to CAD projects 10.0 G:\CAD projects 10.0 G:\CAD projects 10.0\B376 Physical address

Network drive G: (Data (D) on „noel‟ (G:))

BOTHA1

BOTHA2 BOTHA3

This file access system means that only one person can work on a particular file at a time. Others may view the file as a (read only) and can make changes which

can be transferred at a later stage.

The workstations are connected to a UPS which keeps the computers running even when the electricity has been cut, providing precious time needed to save any work.

The hierarchy of information:

Workstations

2. How does your office find work on a substantial basis?

Our architect is one of the main architects of the Claremont area, with many residential buildings, complexes and industrial buildings behind his name. From my

experience, work generally comes to him, with his architect‟s board up on the sites he is involved in and by word of mouth.

Recently, our architect has been pro-active and has taken interest in a particular site. He gathered and compiled all of the site information and zoning requirements

for the site, and drew up a set of conceptual sketch plans. With these proposed sketch plans he approached several individuals/developers who took immediate

interest in the proposed scheme(s) and went as far as to get QS‟s and engineers involved who are now requesting more detailed layout drawings.

If this project happens, our architect will supervise the entire job, and this will become the number one priority on out project planning schedule, along with the many

more “1‟s” which we are busy with at present.

3. Analyze your office environment:

a. How many people are there?

There are three people in my office:

Noel A. Botha – our architect,

Rukiya Abrahams – a fellow student from my 1st year class at CPUT,

Yusuf Sampson, (me) – a student draughtsman and 2nd year student at CPUT.

b. What are their respective responsibilities?

Noel: as the architect, and the only architect in his firm; he does everything. He handles all of the clients, all of the paperwork, all of the phone calls

and everything else. He gives us work to do and teaches us valuable lessons daily through talking to us about projects, making many rough

sketches accurately expressing his ideas without fault, and through involving us in his design process as well us resolving technology.

Myself & Rukiya: we are both students, and are both working for Noel as „contract draughtsman‟. We draw up and tweak whatever is required,

and are often put to the test of designing layouts and schemes as idea generating exercises, after which our architect resolves

our ideas or elaborates on the idea he had in mind so that we can clearly understand what is required of us.

Recently, I have been drawing up proposed new apartment flats and alterations to residential dwellings. As for tea duties;

every man for himself.

c. How does communication work in the office?

As we work in separate offices (Noel in his own and myself and Rukiya in our own), we go to Noel‟s office in the morning for a debrief on the previous day‟s work,

and for a briefing / planning meeting for the work of the day ahead. If we have questions about the work, or have completed the work, we ask for assistance or

ask if there is anything more that we can help with. If Noel has his hands full or needs us to do some work for him, he will come to our office with what he needs

done or he will call us to his office to show us what he needs done.

d. How are new projects tackled – who gets involved in what stages of the projects?

New projects always start with our architect. Noel sets up the drawings for us; he accurately draws up the site from the SG diagrams and then hands it over to

us from there. From there we draw up plans and sections of either new or existing structures, explore with new layouts etc.

Ongoing projects are dealt with differently. With these types of projects, long and detailed discussions of the history and progression of the projects are explained

and it is required of us to make required changes and tweaks to these projects, often taking weeks as when one drawing changes, all of the drawings change.

CPUT 2

nd year architectural technology

B367 Kenridge, Durbanville -02-01

This drawing was prepared for submission to the local authorities (council), with the intent of receiving permission to build the additions and alterations as proposed in the drawing. Should the drawing be approved by council, it will serve as a legal document.

This drawing is for the Client, who requested architectural drawings for a new carport and kitchen alterations.

The drawings should not be presented in any other way, minor changes like the layout may change, but the scale of the drawings and the specific information on the page should be presented as shown:

Each component of the drawing must be titled clearly and appropriately, with a drawing name and scale. The scale should only be shown on one drawing component if all of the components on the page are the same scale, to avoid unnecessary repetition.

The orientation must be indicated by a clear north point, and should be relative to a site or floor plan.

All new work on plan view drawings must be fully dimensioned and annotated; existing work which is not relative need not be dimensioned. The site plan must always have fully dimensioned boundaries, and new work shall be clearly distinguishable from existing, as well as have dimensions from the boundaries for the purpose of checking that it falls within regulations and for when setting out.

Sections should only have vertical dimensions, be fully annotated (may refer to a legend if the annotations clutter the drawing and make it illegible) and show the key structural components and how the structure is put together.

Elevations should not contain dimensions and annotations unless necessary. They should show the façade with all of its finishes and fenestration and openings. They should indicate the boundary lines where applicable.

A set of notes/specifications which cover all basic construction requirements/methods should be present on at least one drawing in a set, and a legend with reference to the drawings should cover the more specific construction requirements.

The title block must contain: o The project title and description of the project, including the correct ERF number and

address. A project number relative to the architect’s referencing system should also be present in the title block,

o A description of the drawing components on the page, o The correct date, scale, who the drawing was drawn by, the registration number of the

professional responsible for the drawing and the logo of the architect/firm. o Space for the signatures of the owner and architect, and the date of when the drawing is

to be signed. Once the drawing is signed by owner, architect and is approved by council, it becomes a legal document.

The specific components that make up this drawing are: o Site & floor plan, o Carport roof plan, o Sections and a o Street elevation.

Site & ground floor plan: The site and ground floor plan are combined as the structure takes up most of the site, showing all of the boundaries. The site and proposed new carport are dimensioned and boundaries are annotated. The existing dwelling is not dimensioned, however dotted lines indicate where existing walls are to be demolished, and the plan is annotated with reference to the legend, telling the correct procedure and methods for work to be carried out.

Carport roof plan: In this drawing a part of the roof covering is removed to show the roof structure. The drawing is annotated to a legend, which gives the specifications for the size of the members and other structural components and the centers they fall at etc.

Sections: The sections on this drawing show relevant cross-sectional and longitudinal cuts through the carport. All of the structural components are clearly shown: the footings and their sizes, the composite posts, bearers, rafters, purlins and roof sheeting. From the section it is clear as to how the structure will be assembled.

Street elevation: A streetscape shows the visual impact of the new work from the street. This indicates how much effect it will have on the neighbors and whether the structure fits into the context etc.

-02-02

This drawing is a continuation of the first drawing of the set, as all of the drawing components could not fit on one page.

The specific components that make up this drawing are: o Sections, o Elevations.

Sections: These sections are taken through the existing structure and show the detailing and impact of the new work on the existing structure. They show the new openings in the interior walls and the new kitchen unit, as well as the new windows and doors in the background.

Elevations: The south elevation shows the new openings and fenestration on the façade, accompanied by annotations to the legend, annotations which would not have been clear in section. The other elevations show views of the new carport, and the impact it has on the existing dwelling.

S.A.C.A. REGISTRATION No: 2547PB 2596PRACTICE No:

ISAA. REG. No: 3709

P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 [email protected]

367 -02-01

Noel A Botha. Architect/Argitek

PROJECT :

DESCRIPTION :

DRAWN : PROJ. NUMBER : DRG. NO. : REV. :BSCALE :

DATE :

OWNER: ARCHITECT:

REVISIONS:D E S C R I P T I O N DATEREV.No.

ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIEDWITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT

S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK.

FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TOSCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON

THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.

1:100

17-02-2011

Y.S.

SECTION A-A.

1500

1500

STUDYDININGROOM LIVING

ROOM BEDROOM 2 BEDROOM 1

BEDROOM 3

2100

KITCHEN

A A

3210

5615

5575

6085

BOU

ND

ARY

BOUNDARY

A A

3210

1500

1500

5615

5575

6085

C

B

B

B

SECTION B-B.

CARPORT

Existing paving

800 X 600X 350

800 X 600X 350

VILLAGECLOSE

NGL

STREET ELEVATION.70

76

CARPORT ROOF PLAN.

D

D

CARPORT

Existing paving

BOU

ND

ARY

BOU

ND

ARY

BOU

ND

ARY

BOU

ND

ARY

1:100 SITE & FLOOR PLAN, SECTIONS A-A & B-B & STREET ELEVATION.

NOTES:1. Structural timber to be Grade 6 unless shown otherwise.2. P.C. lintols with min 4 courses of new brickwork with brickforce every course over all openings over 900mm and not exceeding 3m.3. Glazing to doors & windows in excess of 1m² or less than 300 mm above FFL to be safety-glazed in accordance with National Building Regulations: Part N4. Cavity walls to be tied together with 10 2,5mm galvanised crimped wire ties per square meter.5. Damp proof membrane to be 150mm above NGL

7. All windows to be min. 10% of floor area with 50 % of window to be openable and min. of 0,2m² of window area in bathroom to be openable.

6. All 'waste water' fittings to have 75mm deep-seal traps.

8. New windows and doors as per Alpha Omega Catalogue.9. No portion of building to project over boundary.3

4

2

6

8

1

1

7

LEGEND:1. Remove existing door & brick up opening.2. Remove existing 110 wall & make good floor & ceiling.3. Build in new shower & basin in new positions. Existing W.C. to remain.4. Form opening in existing wall and build in new door & window.5. Build in new lintols and form 2,2m wide opening.6. Remove existing kitchen cupboards, remove existing wall, make good ceiling & build in new kitchen cupboards.7. Composite h.w. posts bolted to 50x50 GMS brackets cast in 800x800x300 mass-concrete footings.58. New carport: 'Cliplok' prepainted Chromodek roof sheeting - see Legend for Roof for details.

7

800 X 600X 350

8

Existing wall

2

3

4

5

6

7

1. Cliplock prepainted Chromodeck roof sheeting @ 3° as per manufacturer's instructions.2. 76x50 SA pine purlins @ 1200m c/c max.3. 147x45 Capelam rafters @ 1065mm c/c. on Teco brackets bolted to structural fascia.4. Continuous 231x45 structural Capelam fascia.5. 231x45 Capelam beam supporting structural fascia.6. Composite h.w. posts bolted to 50x50 GMS brackets cast in 800x800x300 mass-concrete footings.7. G.M.S. Teco brackets.

LEGEND: CARPORT ROOF:

2162

2228

ERF No. --- @ -- VILLAGE CLOSE, KENRIDGE,DURBANVILLE: ALTERATIONS & ADDITIONS

BOU

ND

ARY

BOUNDARY

VILLAGE CLOSECB

SITE & FLOOR PLAN. 1:100

19,50

20,0

0

19,50

20,0

0

ERF No. --- ERF No. ---

ERF No. ----

Existing C.W.C


ISAA. REG. No: 3709

P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 [email protected] A Botha. Architect/Argitek

PROJECT :

DESCRIPTION :


DATE :

OWNER: ARCHITECT:






NOTES:1. ROOF TRUSSES: Prefabricated engineer designed trusses with approved gangnail/nail plate connectors, erected and braced in accordance with manufacturers specifications.2. ROOF TRUSS BRACING: 114X38 diagonal bracing (45deg) nailed to underside of rafters at each end of the roof in both planes.3. Rafters and trusses tied down 600mm into walls with 1,2x30mm galv. hoop iron straps.4. Structural timber to be Grade 6 unless shown otherwise.5. P.C. lintols with min 4 courses of new brickwork with brickforce every course over all openings over 900mm and not exceeding 3m.6. Gable-end walls tied back to roof structure with 1,2x30mm GMS hoop iron straps @ 600c/c embedded 300mm in wall, bent over and fixed to 2 rafters.7. P.C. lintols + 2 courses of new 190 blockwork with brickforce every course over all openings not exceeding 3m.8. All structural timber built into walls to be well tarred, creosoted or wrapped in a damp-proof membrane.9. Glazing to doors & windows in excess of 1m² or less than 300 mm above FFL to be safety-glazed in accordance with National Building Regulations: Part N10. Cavity walls to be tied together with 10 2,5mm galvanised crimped wire ties per square meter.11. Damp proof membrane to be 150mm above NGL12. All soil pipes under floors to be encased 100mm in concrete all round13. No drainage pipes to be covered until inspected and approved by the Building Inspector

15. All windows to be min. 10% of floor area with 50 % of window to be openable and min. of 0,2m² of window area in bathroom to be openable.16. Stair risers to be max. 200mm and treads to be min 250mm, min width to be 750mm with clear headroom of 2,1m vertical to be provided.17. Forced ventilation to internal ablutions to discharge to the outside air at a rate 25 l/sec per fitting with the fan connected to the lightswitch.


1:100

GROUND FLOOR PLAN: 1:100

N.A.BOTHA

SITE & FLOOR PLAN 1:100.

1500

FLOOR PLAN 1:100.

367 -02-01

PROPOSED ADDITIONS ON ERF No 998,VILLAGE CLOSE, KENRIDGE.

24-11-2010

STU

DY DINING

ROOM LIVINGROOM BEDROOM 2 BEDROOM 1

BEDROOM 3

5925

60855615

7075

2100

3255

7. No portion of building to project over boundary.

VILLAGE CLOSE


ISAA. REG. No: 3709


PROJECT :

DESCRIPTION :


DATE :

OWNER: ARCHITECT:









1:100

GROUND FLOOR PLAN: 1:100

N.A.BOTHA

SITE & FLOOR PLAN 1:100.

1500

FLOOR PLAN 1:100.

367 -02-01

PROPOSED ADDITIONS ON ERF No 998,VILLAGE CLOSE, KENRIDGE.

24-11-2010

STU

DY DINING

ROOM LIVINGROOM BEDROOM 2 BEDROOM 1

BEDROOM 3

5925

60855615

7075

2100

3255

7. No portion of building to project over boundary.

VILLAGE CLOSE







ISAA. REG. No: 3709


367 -02-02


PROJECT :

DESCRIPTION :


DATE :

OWNER: ARCHITECT:

NOTES:1. Structural timber to be Grade 6 unless shown otherwise.2. P.C. lintols with min 4 courses of new brickwork with brickforce every course over all openings over 900mm and not exceeding 3m.3. Glazing to doors & windows in excess of 1m² or less than 300 mm above FFL to be safety-glazed in accordance with National Building Regulations: Part N4. Cavity walls to be tied together with 10 2,5mm galvanised crimped wire ties per square meter.5. Damp proof membrane to be 150mm above NGL

7. All windows to be min. 10% of floor area with 50 % of window to be openable and min. of 0,2m² of window area in bathroom to be openable.


8. New windows and doors as per Alpha Omega Catalogue.9. No portion of building to project over boundary.

LEGEND:1. Remove existing door & brick up opening.2. Remove existing 110 wall & make good floor & ceiling.3. Form opening in existing wall and build in new door & window.4. Build in new lintols and form 2,2m wide opening.5. Remove existing kitchen cupboards, remove existing wall, make good ceiling & build in new kitchen cupboards.6. Composite h.w. posts bolted to 50x50 GMS brackets cast in 800x800x300 mass-concrete footings.7. Cliplock prepainted Chromodeck roof sheeting @ 3° on 76x50 purlins @ max. 1,2m c/c all as per manufacturer's instructions.8. 147x45 Capelam rafters @ 1065mm c/c. on Teco brackets bolted to structural fascia.9. Continuous 231x45 structural Capelam fascia.10. 231x45 Capelam beam supporting structural fascia.

Existing wall

Existing paving

1:100

17-02-2011

Y.S.

SECTIONS C-C & D-D, EAST ELEVATION, NORTH ELEVATION & SOUTH ELEVATION.

ERF No. --- @ -- VILLAGE CLOSE, KENRIDGE,DURBANVILLE: ALTERATIONS & ADDITIONS

1500

EAST ELEVATION

NORTH ELEVATION

SOUTH ELEVATION

KITCHEN LIVINGROOM

SECTION D-D

NGL

NGL

NGL

NGL

SECTION C-C

Boun

dary

CARPORTDINING ROOM

NGL

Boun

dary Bo

unda

ry

Boun

dary

Boun

dary

3

5

4 9

8

7

3

1

9

6

9

6

Boun

dary

7

CPUT 2nd

year architectural technology

B273 Miller Road, Claremont -05-01

The drawings were prepared to serve as documents for tenders, with the intent of providing sufficient detailed information suitable for accurate costing and construction of the proposed work.

These drawings are for the Client, but more importantly for the tenders, who will provide quotations for the required work as shown by the drawings. The architect would then select the most appropriate quote(s), and present a total figure of the building cost to the Client. This specific drawing is a reference drawing: a drawing which gives an overview of the project and is selected from the council submission plans.

The drawing should not be presented in any other way, minor changes like the layout may change, but the scale of the drawings and the specific information on the page should be presented as shown:

Each component of the drawing must be titled clearly and appropriately, with a drawing name and scale. The scale should only be shown on one drawing component if all of the components on the page are the same scale, to avoid unnecessary repetition. For tender drawings, a scale of 1:50 is most suitable, as it shows more detail than the 1:100 drawings required for council, which results in more accurate costing with less hidden costs.


All new work on plan view drawings must be fully dimensioned and annotated. The site plan must always have fully dimensioned boundaries and have dimensions between the structure and the boundaries/building lines for the purpose of checking that it falls within regulations and for when setting out.







professional responsible for the drawing and the logo of the architect/firm.

o Space for the signatures of the owner and architect, and the date of when the drawing is to be signed. Once the drawing is signed by owner, architect and is approved by council, it becomes a legal document.

The specific components that make up this drawing are: o Site plan, o Ground floor plan, o Elevations.

Site plan: The site plan shows the specific unit in question on a sub-divided plot, which was divided into 4 separate ervin. It shows that the garage roof is shared with the neighboring unit, and it shows the position of the new combined-private-sewer and carriageway crossing. It shows all the structures of the adjoining ervin, and shows the streets as well as the distance to the next drainage cover.

Ground floor plan: Shows the general dimensions of the structure and the organization of the spaces within. It also shows the drainage and storm water, existing boundary walls of adjoining ervin and existing trees which are to be protected.

Elevations: Give a general picture as to what the completed structure would look like, with annotations to boundary lines and existing walls.

-05-02

Ground and first floor plan: These drawings show accurate dimensions of the entire new structure, indicate all the waste and soil pipes, as well as specify where they are required to be encased in concrete, and the storm water channel and pipes to outlet. Arrows on stairs always go up, and the numbers in the section lines refer to page numbers for the related drawings. Windows and doors are numbered in a way that each window or door can be easily related to in the window and door schedule. At 1:50 every component, fixture and fitting in the structure is clearly shown and it was made sure that nothing was left out.

-05-03

Roof and ceiling plan: Portions of the roof are removed to reveal and explain the structure. Annotations to a specific legend make the drawing clear. The garage roof has a separate drawing to show the waterproofing and downpipes in more detail, as the main drawing was becoming cluttered. The mirrored ceiling plans indicate where ceilings will be installed and where the cornice will follow.

-05-04

Sections: The most important drawing next the floor plans, the sections very clearly show how the structure gets put together. They also indicate the floor to floor levels of the structure and have specific details circled for a more detailed view on following drawings. The list of detailed specifications is also on this drawing, making it a key drawing in the set.

CPUT 2nd

year architectural technology

-05-05

Elevations: The elevations show a detailed façade; from the Juliette balcony, fenestration as per catalogue, air bricks, up to the flashing on the roof, every line serves its purpose and indicates the desired finished product. The codes below the windows refer to the Alpha Omega catalogue and dotted lines show the structure behind the walls.

-05-06

Foundation and boundary wall plan: The size and position of each footing and foundation wall are clearly shown, illustrating the desired structure and allowing for an accurate costing of materials to be made. The existing and new common/adjoining footings that must be considered are also shown, as well as drainage so that when the structure gets built, the builders know where to lay the pipes and cast around existing footings beforehand. Details for the boundary wall construction are clear, so the boundary wall can be included in the tender’s costing, and not be left out becoming a hidden cost at the end of the day.

-05-07

Patio plans, sections and elevations: Separate drawings were made for the patio so that they could be sent off to specific tenders for quotes on the timber required of the pergola and the materials for the braai.

-05-08

Handrail details: The handrail drawings are at a scale of 1:25. They serve to accurately show the size and shape of the desired handrail, which can then be quoted for and manufactured to spec without question.

-05-09

Details: The 1:10 detail drawings show the specific details circled in the sections drawing; 1:100 copies of the sections are at the bottom of the page as a reference to the area which the detail in question relates to. The annotations to the details are numbered as to keep the drawings clutter free, and the details indicate how the structure should be built very specifically. The detail drawings are more for the builder than for the tenders.

-05-10

Bathroom layouts and elevations: The 1:25 bathroom layouts show the position of sanitary fixtures and the desired tiling layout with the setting out points. The 1:50 elevations are sufficient to show the position of fixtures and tiling layouts for the walls. The shaded shapes are the combination of tile areas on each wall; this was

drawn because the drawing program we use calculates the area of any single shape, so a total tiled area figure was acquired without tedious calculation.

-05-11

Kitchen layout and elevations: The 1:25 layout clearly shows all of the desired fixtures and appliances, while dotted lines indicate structure below the countertops. The drainage is also shown on this drawing, making it clear as to what the waste pipes are servicing. The elevations are also at a scale of 1:25, allowing detailed joinery of the built in cupboards to be clearly visible.

-05-12

Paving layout: The paved and tiled areas are annotated, with the direction of the fall indicated. The fall usually falls away from the building, but in this case it falls towards the building so that water can run into the storm water channel and drain to the outlet in the road. The paving is also shown to be paved a set distance around the existing tree which is to be protected.

-05-13

Door & window schedule: An elevation of each door/window is shown, fully dimensioned, with the respective codes relating to the Alpha Omega catalogue, number relating to the floor plans, descriptions and amounts required. The hatch to the store is the only door that needs to be custom made, whereas the sliding and pedestrian gate have to be made up by Oriental Arts.






P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 4540060Noel A Botha. Architect/Argitek

PROJECT :

DESCRIPTION :


DATE :

OWNER: ARCHITECT:

1:100 &1:200 N.A.B./Y.S. 273 -05-01

SITE PLAN, GROUND FLOOR PLAN,& SOUTH & WEST ELEVATIONS.


ISAA. REG. No: 3709

COVERAGE CALCULATIONSSITE AREA:PROPOSED COVER:PROPOSED BULK:

162,504m²68,666m² (42,26%)

SITE PLAN. 1:200

ExistingBuilding

MILLER ROAD

MO

KA S

TREE

T

EXISTING MUNICIPAL SEWER

New Connection to Municipal Sewer

4271

4500

1796

3000

3362

3075

6330

Unit 4

Unit 3

Unit 2Unit 1

CL.22,736IL.20,699

+-84,5m TO NEXT COVER S7 Exis

ting

Sew

erCon

nect

ion

EXISTING STRUCTURE ON ADJOINING ERF.

300ROOF OF

GARAGE

ERF.No. ------

ERF.No. ------

ERF.No. ------ERF.No. ------

PROPOSED NEW DWELLING ON ERF No.-------- @ -- MILLER RD. CLAREMONT

Existing boundary wall

E8HvB E8HvB

2,4x2,2m highSectional overheadGarage door

GMS Handrailto Juliette Balcony

LOUNGE

DINING

GARAGE

5240

KITCHEN

23,640IC4

IC2

IC5G

G

granotiles

tilestiles

Soil pipe encased in concrete 100mm all round.

100mm diam. PVCsoil pipe @ 1:60

150 diam. HR. P.C S.W channel

Existing common boundary wall

2.6m x 2m high GMS sliding gate

PATIOtiles

? 230 5697 2301000 6157

2957 40602727 230 2730 230

180

1361

924

Class 'A' 1/2hourself-closing fire dr.

WCtiles

1950860

STO

RE

5401

5.24

0

230180

2810 3880

SOUTH ELEVATION

E8HvB

C6HvBB3HvB

WEST ELEVATION

IC1

IC3

IC3

IC4

IC1

IC2

IC5

10-01-2011

Existpool

9670

3052

1230

D

B

A

A

B

D

C

129,26m² (79,545%)

Existing 'Dais Cotonifolia' (pom-pom tree) indigenous to be retained.

Existing 'Grevilea Robusta'(silky oak) exotic tree to be retained.


New common boundary wall



New 8m wide carriageway crossing

Existing boundary wall on adjoining property

ERF.No. ------ERF.No. ------

ERF.No. ------

9882

4312

1810

3030

230

230

180

90

Existing precast wallon adjoining property.

Connection to MunicipalSewer as shown on plans for Erf No. ------

8m wide C.W.C. as shown on plans for Erf ------

1,17

0

5,73

0

3,670

18,140

9,56

0

17,270

10,5

80

12,850 8,420 18,970

8,420 19,060

9,67

0 19,3

70

19,6

8019,2

30

NOTE:1. FOR DETAILED SPECIFICATION SEE DRG. B273-04-14

3. FOR 'GENERAL' NOTES SEE DRG. B273-04-13

2. THESE DRAWINGS ARE TO BE READ TOGETHER WITH THE SITE DEVELOPMENT PLANS USED FOR THE APPROVED SUB-DIVISION APPLICATION.

GROUND FLOOR PLAN. 1:100

REFERENCE SCHEDULEDRG No.: D E S C R I P T I O NB273-05-01 REFERENCE DRAWINGB273-05-02 GROUND & FIRST FLOOR PLANB273-05-03 ROOF & CEILING PLANB273-05-04 SECTIONSB273-05-05 ELEVATIONSB273-05-06 FOUNDATION, DRAINAGE & BOUNDARY WALL PLANB273-05-07 PATIO PLANS, SECTIONS & ELEVATIONS

E E

C

B273-06-01 BATHROOM LAYOUTSB273-06-02 KITCHEN LAYOUTB273-07-01 DOOR & WINDOW SCHEDULE

B273-05-08 HANDRAIL DETAIL

B273-07-02 FINISHING SCHEDULEB273-07-03 SANITARYWARE SCHEDULEB273-08-01 DRAWING REGISTER

B273-05-09 GENERAL DETAILS

[email protected]

B2HvB980 high

B3HvB980 high

REVISIONS:D E S C R I P T I O N DATE






PROJECT :

DESCRIPTION :


DATE :

OWNER: ARCHITECT:

1:50 Y.S. 273 -05-02

1:50 GROUND & FIRST FLOOR PLANS


ISAA. REG. No: 3709

PROPOSED NEW DWELLING ON ERF No.------ @ -- MILLER RD. CLAREMONT

LOUNGEtiles

DININGtiles

GARAGEgrano

KITCHENtiles

23,640IC4

IC2

IC5

G

G

150 diam. HR. P.C S.W channel


PATIOtiles

WCtiles

STORE

IC1

IC3

22-02-2011

NOTE:

9882

230

3030

180

1810

9043

1223

0

3880

1950

2810

5240

924

5401

180

6438

1230

1033

230 2205 190 3302 230

230 1050 330

6157

Sewers to erf no's ------ & ------as separate contract

Soil pipe encasedin concrete 100mmall round

100mm diameter UPVC soil pipe @ 1:60

expansion joint

EJ


Existing 'Dais Cotonifolia' (pom-pom tree): indigenoustree to be protected.

Existing 'Grevilea Robusta' (silky oak):exotic tree to be protected.

Class 'A' 1/2hourself-closing fire door

11

10

9 8

7

6

5

1413

12

13 12

14

15

16

1817

180

600

2626

740

950

190

90

230

1100

660 24063778

2500

23,390

694

943

REV.No.

WALL TILING AREAS:43.6m²TOTAL WALL AREA=

TOTAL FLOOR AREA (external)= 17.1m²

[email protected]

Roof of garage on ERF ------

BEDROOM 2carpet

BEDROOM 3

MAINBEDROOM

26,340

carpet

carpet

DRESS RMcarpet

Pergola over braai patio on ground floor.

BATHRM 2tiles

BATHRM 1tiles

6157

1033 230 2100 90 3507 230

4312

9090

3032

1900

9882

2231 1935

2320

2301033 2953 90 2654 230

1600

9022

0090

2100

9032

53

6157

GROUND FLOOR PLAN. FIRST FLOOR PLAN.

668

CLCL CL

Garage ofERF ------as seperate contract

CL

230

4108

230

LOBBYtiles

3

2

1

4

3

7

8

6

1

5

2

4

1

23

4

5

6

13

7

8

9

12

1110

910

11

14

A04

A04

B04

B04

C04C

04

D04

D04

A04

A04

D04

D04

E05

E05

900

BRAAI

950

810

3296

2433


ISAA. REG. No: 3709


273 -05-03


PROJECT :

DESCRIPTION :


DATE :

OWNER: ARCHITECT:






1:50 / 1:100

25-02-2011

ROOF & CEILING PLAN

Y.S.


Pergola over braaipatio on ground floor.See DRG B273-05-07

1

2

3

4

8

8

8

5

6

9 7

3. 76x50mm S.A. Pine purlins @ max 1,1m c/c.

LEGEND FOR ROOF:1. 100X38mm wall plates2. Gangnailed roof trusses @ ±760mm c/c.

5. Gms 'teco' brackets.6. 150x50 purlin/rafters @ max. 1,261m c/c.7. 228x32 laminated fascia.8. 'Ogee' seamless aluminium gutter.9. Galv. prepainted IBR roof sheeting @ 3° slope.

4. Prepainted cottage profile chromadek roof sheeting @ 20° slope.

ROOF PLAN. 1:50

FIRST FLOOR

MIRRORED CEILING PLAN.1:100

GROUND FLOOR

sidewall flashing withcounter flashing.

ext. corner-trim flashing.

headwall flashingwith counter flashing.

ext. corner-trim flashing.

apex flashing.

spreader.

DP

DP

'Ogee' seamless aluminum gutter.

DETAIL 'X'

For roof over garagesee DETAIL 'X'

void

10

10. Future roof over garage of erf ------ as per seperate contract.

skimmed plasterboard ceiling

standard covedcornice

B.I.C

B.I.C

650 X 650access hatch

sloping RC soffit to stair

paintedR.C. soffit

skimcoat to R.C. soffit

paintedR.C. soffit

kitchen shelving

U/S of IBR roof sheeting



skimmed plasterboard ceiling

Galv. prepainted IBR roof sheeting @ 3° slope.

MIRRORED CEILING PLAN.1:100

H.W

.C


ISAA. REG. No: 3709


PROJECT :

DESCRIPTION :


DATE :

OWNER: ARCHITECT:






1:50 NAB 273 -05-04

SECTIONS & PART ELEVATIONS

PROPOSED NEW DWELLING ON ERF No.173894 @ 46 MILLER RD. CLAREMONT

22-02-2011

SECTION A-A

F.F.L.26,340

F.F.L.23,640

800x280mm massconc. footings

F.F.L.23,640

Gang nailed roof trusses to be by approved truss manufacturers associationmember: design as per Struc. Eng. design and specs.

BOU

ND

ARY

F.F.L.23,390

First floor slab and stairs:Precast by Dismar or equal approved. Structural design to be as per Struc. Eng. design and specifications.GMS Handrailto Juliette Balcony

Coverland or equalrooftiles on battenson underlay.

2500

SECTION B-B

F.F.L.26,340

F.F.L.23,640

SECTION C-C


LOUNGEtiles

DININGtiles

BEDROOM 3 MAINBEDROOM

GARAGEgrano

BATHROOM 1tiles

BEDROOM 1carpet

Gang nailed roof trusses to be by approved truss manufacturers association member: design as per Struc. Eng. design and specs.

STORE

wall keyedfor future extension as per seperatecontract.

WCtiles

ELEVATION ON D-D

C6HvBB4HvB

Cill

hei

ghtB2HvB

980 high

B1HvB450 high

B1HvB450 high

2606

Coverland or equalrooftiles on 38 X38 SA Pine battensbattens on pvc underlay

F.F.L.23,390


GARAGEgrano

commongaragewall witherf 173892.

2450

Z2S HVB Z1

ext. corner flashing.

sidewall flashingwith counter flashing. F.F.L.

26,340DTL. 3.

DTL. 4.DTL. 1.

DTL. 2.

DTL. 5.

DTL. 6.

DTL. 8.

DTL. 9.

DTL. 10.

DTL. 7.

DTL. 11.

1120

ROOF:Coverland or equal concrete roof tiles @ 25deg on 38x38 S.A. pine battens @ 320c/c on yellow pvc underlay all as per manufacturers specifications on gangnail roof trusses @ max. 750c/c. Trusses to be as per Structural Engineer's design & specifications. Trusses to be tied to 114x38 wallplate tied down onto wall with galv. hoop iron ties built into top six brick courses. RAINWATER GOODS:100mm diam. H.R. seamless aluminium gutters on 228x32 laminated fascia with 75mm diam. aluminium downpipes.CEILINGS:Ground Floor: Underside of precast concrete slab to be skimmed with cretestone.Standard 75mm coved cornice throughout. All to manufacture's details & specifications.

WALLS:Cavity walls with 10 galv. crimped wire ties per square metre. Stepped brickgrip DPC with weep holes at 600mm c/c. All walls to be constructed with 110mm Calsica bricks(by 'Inca'), plastered internally and with face bricks externally. Plastered cills internally and externally to be soldier course facebrick.FOUNDATIONS:Strip footings to 280mm walls to be 800mmx280mm mass concrete. 220 & 110mm walls to have 750mmx230mm mass concrete footings. Generally to comply with National Building Regulations. Existing 'Gunite' pool to be demolished where requiredand filled with suitable soil/hardcore compacted in layers not exceeding 150mm to a compaction of 98% AASHTO. Foundations, bases and floor slab over old pool to be strictly in compliance with Structural Engineer's requirements and specifications.

WINDOWS:To be epoxy-powdercoated aluminium frames with top hung friction stayed openingsections as per window schedule.DOORS:All timber doors to be ex Swartland Joinery or equal approved. All internal doors are to be Decorative- 'Regency' in standard meranti or equal approved door frames.FLOORS:Ground floor floorslab to be 100mm 15MPA mass concrete on 250 micron DPC. on50mm sandbed on hardcore consolidated in layers not exceeding 150mm to 98% AASHTO. First floor to be precast concrete decking system by Specialists. Floor finishes to be carpet or tiles as indicated on plan on min. 30mm S+C screed.STAIRCASE:Staircase to comply with National Building Regulations:Toprail & balusters to be 40mm dia. galv. m.s. with 6mm base plates bolted to concrete with 10mm dia. galv. Rawlbolts (to Structural Engineer's specification). Bottom rail to be 32x6mm galv. m.s. with 15mm solid vetical bars @ 100mm c/c. Treads 250mm and risers 193mm. to be tiled.SKIRTING:76x22mm moulded meranti to be sanded and sealed with 2 cts 'Rubol' or equal timber preservative. Bathrooms to have tile skirting (half floor tile against wall).TILING:

LINTELS:

GLAZING.All glazing to comply with N.B.R. NN1. Glass to be generally clear float glass with opaque glass to bathrooms and toilets.STORMWATER:To discharge into 150mm H.R. precast concrete stormwater channels or 600 wide dished channels discharging into existing sub-surface stormwater system.

Kitchens to be tiled to 2,1m height or to u/s of overhead units. Bathrooms to be tiled to 2,1m height. Non-slip ceramic floor tiles to kitchen, staircase, firstfloor landing & bathrooms.

SPECIFICATION:

Prestressed concrete lintols to be built in over all openings with min 4 brick coursesover with brickforce in every course. Min. bearing: 150mm & max. span: 3,00mLintol over garage door to be pre-stressed lintol by Stresso I D Lintols (Pty.) Ltd.

SECURITY GATE:5,0x2,0m high automated galv. m.s. security sliding gate with hardwood claddingby specialist manufacturer to be built into new opening in existing facebrick wall on street boundary.

First Floor:To be 6,4mm skimmed plaster board ceiling on 38x38 battens. Standard 75mm coved cornice throughout. All to manufacture's details & specifications.

REINFORCED CONCRETE:First floor precast concrete floor slab & stairs to be built strictly in accordance with Structural Engineer's design & specifications.Expansion joints to be built in positions & to detail as directed by engineer.

pitch @ 25deg


ISAA. REG. No: 3709


PROJECT :

DESCRIPTION :


DATE :

OWNER: ARCHITECT:






1:50 Y.S. 273 -05-04

SECTIONS & PART ELEVATIONS


22-02-2011

SECTION A-A

F.F.L.26,340

F.F.L.23,640

800x300mm massconcrete footings.

F.F.L.23,640

Gang nailed roof trusses to be by approved truss manufacturers associationmember: design as per Struc. Eng. design and specs.

BOU

ND

ARY

F.F.L.23,390

First floor slab and stairs:structural design to be as per Struc. Eng. design and specifications.


2470

SECTION B-B

F.F.L.26,340

F.F.L.23,640

SECTION C-C

LOUNGEtiles

DININGtiles

BEDROOM 3 MAINBEDROOM

GARAGEgrano

BATHROOM 1tiles

BEDROOM 1carpet

Gang nailed roof trusses to be by approved truss manufacturers association member: design as per Struc. Eng. design and specs.

STORE

Wall keyedfor future extension as per seperatecontract.

WCtiles

ELEVATION ON D-D

C6HvBB4HvB

B2HvB980 high

B1HvB450 high

B1HvB450 high

2606

F.F.L.23,390

GARAGEgrano

Commongarage wall with erf -------.

2450

Z2S HVBZ1

Gable edge-trimflashing.

sidewall flashingwith counter flashing. F.F.L.

26,340

DTL. 4.

DTL. 2.

DTL. 7.

DTL. 5.

DTL. 10.

DTL. 6.

DTL. 11.

DTL. 8.

DTL. 1.

DTL. 9.

ROOF:Prepainted 'cottage profile' chromadek roof sheeting @ 20° on 76x50 S.A. pine purlins @ max. 1,1m c/c all as per manufacturers specifications on gangnail roof trusses @ max. 760c/c. Trusses to be as per Structural Engineer's design & specifications and to be tied onto 114x38 wallplate and tied down into wall with galv. hoop-iron ties built into top six brick courses.

RAINWATER GOODS:100mmØ H.R. seamless aluminium gutters on 228x32 laminatedfascia with 75mmØ aluminium downpipes.CEILINGS:Ground Floor: Underside of precast concrete slab to be skimmed with cretestone. Standard 75mm coved cornice throughout.

WALLS:Cavity walls with 10 galv. crimped wire ties per square metre. Stepped brickgrip DPC with weep holes at 600mm c/c. All walls to be constructed with 90mm CoroMaxi 90 (by 'Corobrick'), plastered internally and externally. Plastered cills internally and externally.FOUNDATIONS:Strip footings to 230mm walls to be 800mmx300mm mass concrete. 190 & 90mm walls to have 700mmx280mm mass concrete footings. Generally to comply with National Building Regulations.

WINDOWS:To be selected Redhard meranti frames by Alpha Omega Joiners as per window & door schedule drg. B273-07-01.DOORS:All timber doors to be ex Alpha Omega or equal approved. All internal doors are to be Decorative - 'Regency' in standard meranti or equal approved door frames.FLOORS:Ground floor: 30mm screed on 100mm 15MPA mass concrete slab on 250 micron DPC. on 50mm sandbed on hardcore consolidated in layers not exceeding 150mm to 98% AASHTO.First Floor: 30mm screed on 200mm thick R.C. slab as per Struc. Eng. design and specifications.STAIRCASE:Staircase to comply with National Building Regulations: toprail & balusters to be 40mm dia. galv. m.s. with 6mm base plates boltedto concrete with 10mm dia. galv. Rawlbolts (to Structural Engineer'sspecification). Bottom rail to be 32x6mm galv. m.s. with 15mm solid vertical bars @ 100mm c/c. Treads 250mm and risers 193mm. to be tiled.SKIRTING:76x22mm moulded meranti to be sanded and sealed with approved timber preservative. Bathrooms to have tile skirting (half floor tile against wall).TILING:

LINTOLS:

GLAZING.All glazing to comply with N.B.R. NN1. Glass to be generally clear float glass with opaque glass to bathrooms and toilets and selected rooms as per window & door schedule drg. B273-07-01.STORMWATER:To discharge into 150mm H.R. precast concrete stormwater channels discharging into SW catchpits and sub-surface stormwater system leading to kerb in street.

Kitchens to be tiled to 2,1m height or to u/s of overhead units. Bathrooms to be tiled to 2,1m height. Non-slip ceramic floor tilesto kitchen, staircase, firstfloor landing & bathrooms.

SPECIFICATION:

Prestressed concrete lintols to be built in over all openings with min 4 brick courses over with brickforce in every course. Min. bearing: 150mm & max. span: 3,00m. Lintol over garage door to be pre-stressed lintol by Stresso I D Lintols (Pty.) Ltd.

SECURITY GATE:2.6x2,0m high automated galv. m.s. security sliding gate by specialist manufacturer to be built into new street boundary wall.

First Floor:To be 6,4mm skimmed plaster-board ceiling on 38x38battens. Standard 75mm coved cornice throughout. All to manufacture's details & specifications.

REINFORCED CONCRETE:First floor precast concrete floor slab & stairs to be built strictly in accordance with Structural Engineer's design & specifications.Expansion joints to be built in positions & to detail as directed by Engineer.

DTL. 3.

sectional overhead door

DTL. 12. DTL. 9.

Prepainted cottage profile chromadek roof sheeting @ 20°

Garage: Galv. prepainted IBR roof sheeting @ 3° slope on150x50 purlin/rafters @ 1,261m c/c.

Galv. prepainted IBR roof sheeting @ 3°.

2470

2450

315

NOTE:For detail sections see drg. B273-05-09

1700

Bott

om o

f cl

ear

glas

s

PATIOtiles BRAAI

1700

800

N.G.L.





ISAA. REG. No: 3709


273 -05-05


PROJECT :

DESCRIPTION :


DATE :

OWNER: ARCHITECT:






REV.No.


Y.S.1:50

25-02-2011

ELEVATIONS


E8HvB E8HvB

2,4x2,2m highSectional overheadGarage door


SOUTH ELEVATION

E8HvB

C6HvBB3HvB

WEST ELEVATION


Existing boundary wall on adjoining property

B2HvB980 high

B3HvB980 high

EAST ELEVATION ON E-E

B2HvB450 high

Existing wall onboundary with erf ------

1650

Wall to rear of garage on erf ------keyed for future extension.

Wall to rear of futuregarage on erf ------built as part of this project

B2HvB450 high

Z7 Z7

Weather proof grille from stove hood

Existing wall on boundaryshown dotted

1120


ISAA. REG. No: 3709


273 -05-06


PROJECT :

DESCRIPTION :


DATE :

OWNER: ARCHITECT:






NOTES:230mm walls - 800 X 300 mass concrete footing110mm walls - 600 X 280 mass concrete footingReinforced brickwork columns - 800 X 800 X 300 mass concrete bases

1:50, 1:100

25-02-2011

FOUNDATION, SUB-SURFACE DRAINAGE & BOUNDARY WALL PLAN

Y.S.FOUNDATION LAYOUT & SUB-SURFACE DRAINAGE PLAN 1:50


IC4

IC2

IC5

G

G

IC1

IC3

Soil pipe encasedin concrete 100mmall round

100mm diameter UPVC soil pipe @ 1:60



WC

New garage for ERF No. ------as seperate contract

Foundation for commonboundary wall.

Foundation for commonboundary wall.

Existing foundation forexisting boundary wall.

Connection to Municipal Sewer.

CP1

CP2

330x330 brickwork piers.

Sewers to erf no's ------ & ------ as separate contract.

Foundation for new garage.

edge of kerb.

SECTION A-A. 1:50 SECTION B-B. 1:50

20mm exp. joint

SECTION THROUGH PIER1:20

Existing foundation forexisting boundary wall.

800x300 mass concrete footings.

800x800x300 mass concrete base.



800x800x300 massconcrete base.



800x280 mass concrete footing.


exp jnt

exp jnt

Sewers to erf no's ------ & ------ as separate contract.

COMMON WALL WITH ERF 173892

COMMON WALL WITH ERF 173893

ELEVATIONS.

COMMON BOUNDARY WALL PLANS. 1:100

NGL

GMS. security railing by specialists.

1000

900

BOF

Plastered coping.

NGL

1900

SECT. THROUGH PIER. 1:50

800 x 800 x 280mass concrete base.

2 x Y10 reinforcing barscast into foundation.

NGL

Brick pier core filledwith concrete.

boundary.

Plastered coping.

440440

20mm expansion joint.

32mm GMS. hoopiron ties built intoevery second course.

2x Y10 rebars incavity filledwith concrete.

Walls and piers to be constructed using 290x140x114 coromaxi bricks.

44044

0


ELEVATION.


STREET BOUNDARY WALL PLAN. 1:100

A

A

B

B

4003 48911801 1802 2247 2247

150140150

140

1000

10

2950 1400 1933 19338619

1075

2000


ISAA. REG. No: 3709


PROJECT :

DESCRIPTION :


DATE :

OWNER: ARCHITECT:






1:50 273 -05-07

PATIO FLOOR PLANS, SECTIONS & ELEVATIONS


22-02-2011

PLAN AT LOWER LEVEL. PLAN AT HIGHER LEVEL.

PART WEST ELEVATION.

E8HvB

Pergola over braai patio on ground floor

G

PATIOtiles

924

230 1050 330

1100

13

660 2406CL CL CL

2702

3943

PATIOtiles

639 639

CLCL CL 4106

3056

Selected hard-wood meranti rafters

2131064

CLCL

CL

GG

G

F F F F

SECTION F-F.

PATIO LEGEND:1. G.M.S. Juliette balcony handrail: see drg.-08 2. 150X50 selected red-hard meranti rafters.3. 230X50 selected meranti hardwood bearers.4. Patio floor: Tiled to falls on 100mm mass concrete slab on 250micron DPC on compacted fill.5. 330X330 brick piers with Y12 rebar & cavity filled with concrete .6. 800mm high tiled braai work-top.7. Fire-bricks 8. 80mm concrete slab (Lintols?)

1

2

3

4

5

41

2

3

3

7

8

2

7

8

3

SECTION G-G.

E8HvB

GROUND FLOOR PLAN.

PATIOtiles

924

230 1050 330

1100

1327

02

G

G

F F

4

5

6

7

220

900

220

983

5

220

900

220

983

220

883582

679

110

220

440

220220 220

1700

BRAAI

3283

2403

800

1700

800

N.G.L. N.G.L.

3296

3296


ISAA. REG. No: 3709


PROJECT :

DESCRIPTION :

DRAWN : PROJ. NUMBER : DRG. NO. : REV. :SCALE :

DATE :

OWNER: ARCHITECT:






B1:25 273 -05-08

HANDRAIL DETAILS


18-04-2011R.A./Y.S.

galvanised mildsteel Juliette handrail

installed to balcony of MAIN BEDROOM.

fixed to wall with X4 M10 rawlbolts.

1028

ELEVATION

GROUND FLOOR PLAN FIRST FLOOR PLAN

SECTION B-BSECTION A-A

JULIETTE BALCONY HANDRAIL

SECTION C-C

STORE

F.F.L.26,340

F.F.L.23,640

STORE

F.F.L.26,340

F.F.L.23,640

90190090

900

1950

810

950

DTL. 1.

DTL. 2.

DETAIL 1.

DTL. 3.

DETAIL 2.

DETAIL 3.

STORE

F.F.L.26,340

DTL. 4.

DTL. 5.

CC

A A BB

CC

AA

BB

DETAIL 4.

DETAIL 5.

3. 6m x 200mm x 100mm G.M.S base-plate.

LEGEND FOR HANDRAIL DETAILS:1. 20 X 20mm Solid G.M.S baluster.2. 40mm Diameter G.M.S pipe railing.4. 4 x 12mm Diameter G.M.S rawlbolt.

1

4

3

2

2

1

F.F.L.23,640

2

1

3

4

3

STORE

250

250

250

250

250

950

1115

835

Handrail against side wall

Handrail against side wall

900 100 900


ISAA. REG. No: 3709


PROJECT :

DESCRIPTION :


DATE :

OWNER: ARCHITECT:






1:10 NAB 273 -05-09

DETAILS


12-04-2011

DETAIL 1. DETAIL 2. DETAIL 3. DETAIL 4. DETAIL 5.

DETAIL 6. DETAIL 7. DETAIL 8. DETAIL 9. DETAIL 10.

DETAIL 11.

SECTION A-A SECTION C-C

WCtiles

DTL. 5.

DTL. 6.

DTL. 8.

DTL. 9.

DTL. 10.

DTL. 7.

DTL. 11.

SECTION B-BELEVATION ON D-D

DTL. 3.

DTL. 4.DTL. 1.

DTL. 2.


ISAA. REG. No: 3709


PROJECT :

DESCRIPTION :


DATE :

OWNER: ARCHITECT:






1:10 Y.S. 273 -05-09

DETAILS


12-04-2011

SECTION A-A

DTL. 5.

DTL. 10.

DTL. 6.

DTL. 11.

DTL. 8.

DTL. 1.

DTL. 9.

SECTION B-B

DTL. 3.

DTL. 4.

DTL. 2.

DTL. 7.

DETAIL 2.

DETAIL 7.

DETAIL 3. DETAIL 4. DETAIL 5.

DETAIL 10.

DETAIL 1.

DETAIL 6.

DETAIL 11.

DETAIL 8. DETAIL 9.

200

100

DTL. 12.

DTL. 1.

DETAIL 12.

DTL. 9.

1

5 6

4

1278

3. 76x50 S.A. Pine purlins @ max 1,1m c/c.

LEGEND FOR DETAILS:1. Prepainted cottage profile chromadek roof sheeting @ 20°.2. Gangnailed roof trusses.

5. 228x32 laminated fascia.6. 'Flexit' fibre cement eaves soffit lining on 38X38 battens.7. Skimmed 6mm plaster board ceiling8. Standard 75mm coved cornice.

4. 100x38 wall plate.

32

10

9

9. 75mm Ø down pipe.

12. 150x50 purlin/rafters @ 1,261m c/c.11. Galv. Chromodek IBR roof sheeting @ 3° slope.

10

5

11

10. 100mm Ø 'Ogee' seamless aluminium gutter.

18

13 11

15

14

13. Gable edge-trim flashing.15. Gms 'teco' brackets.

14

18

14. Sidewall flashing with counter flashing.

16

16. 76x22 meranti skirting.

17

17. 200mm thick R.C. floor slab to Struc. Eng. design and specs.

8 18

9

9

18

18

17

8

12

11

14

19

19. Apex flashing.18. DPC.

18

23 18

21

20

22

20. Sectional overhead garage door.21. Brick paving to under sectional overhead garage door.22. 75mm step in slab.23. 100mm thickening of slab @ door.

18

24

24. 100mm thick mass concrete slab.

24

9

N.G.L.N.G.L.N.G.L.

25. Plastered cills (internal + external).26. Drip.

25

26

27. Bagged brickwork finish.

27

27

SECTION C-CELEVATION ON D-D

26

38

26

2418

16

28. Tiles laid to falls.

40

18


ISAA. REG. No: 3709


273 -06-01


PROJECT :

DESCRIPTION :


DATE :

OWNER: ARCHITECT:






1:50

08-03-2011

BATHROOM LAYOUTS & ELEVATIONS

Y.S./R.A.

WC (guest bathroom) 1:25


LK

JI

ELEVATION I ELEVATION KELEVATION J ELEVATION L

1734

190 384 800 353

100

850

EN-SUITE BATHROOM 1:25

BATHROOM 2 1:25

HG

FE

DC

BA

ELEVATION CELEVATION A ELEVATION B ELEVATION D

Bath

ELEVATION F ELEVATION GELEVATION E ELEVATION H

90012002100

2231918

918

1538

500

400

45d0'0"

649


ISAA. REG. No: 3709


273 -06-01


PROJECT :

DESCRIPTION :


DATE :

OWNER: ARCHITECT:






1:50

08-03-2011

BATHROOM LAYOUTS & ELEVATIONS

N.A.BOTHA

BATHROOM 1 1:25

BATHROOM 2 1:25

WC (guest bathroom) 1:25


DC

BA

ELEVATION CELEVATION A

Bath

13662231

ELEVATION B ELEVATION D

BathWC

WHB

2100

1179

850

2100 50

0

850

1350

600

590

1165

345

600

900

2100

187

2100

HG

FE

ELEVATION F ELEVATION GELEVATION E ELEVATION H

900

2100

518

1165

518

2200

LK

JI

ELEVATION I ELEVATION KELEVATION J ELEVATION L

1734

190 384 800 353

100

2100

850

618

600693

1000 90 1010


ISAA. REG. No: 3709


273 -06-02


PROJECT :

DESCRIPTION :


DATE :

OWNER: ARCHITECT:






2500

900

600

932

2205

620 1080 505 190

833 672 700

620

905

1731

75

75

620

75

Dish washer

Washing machine

Fridge

Fridge

Washing machine

Dish washer

7.75

2

1:25

08-03-2011

Y.S.


KITCHEN DETAIL LAYOUT & ELEVATIONS

DC

BA

KITCHEN PLAN. 1:25

ELEVATION C. ELEVATION D.

ELEVATION B. ELEVATION A.

1. All divisions, bottoms, ends, and shelving to be 16mm melamine board with exposed edges sealed with PVC edging strip.

SPECIFICATION:

2. Doors: to be supawood PVC wrapped doors: colour to be selected3. Drawer & cupboard handles: 'Roco Egoki' oval arch EOO28SS or equal approved.4. Concealed hinges.5. Granite counter tops: Alternative Ceasarstone or laminated bamboo6. Backing to cupboards to be white tempered hardboard or equal approved.7. Stainless steel sink: Franke ARX621LHr9178. Stove installation: oven Defy DB0456, hob Defy DHD 358, extractor Defy DCH250

'TILES' TO FALLS ON PATIO: RAVINE TILE 440X440X15

GRASS

GRASS

6157

945

1520

770

770

3544

850

3741

932

750 9865

5106

975

5375

253

3937


ISAA. REG. No: [email protected]

PROJECT :

DESCRIPTION : P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 4540060Noel A Botha. Architect/Argitek DRAWN : PROJ. NUMBER : DRG. NO. : REV. :BSCALE :

DATE :



FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TO SCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON THIS DRAWING AND

REMAINS THE PROPERTY OF THE ARCHITECT.

273 -06-03PAVING LAYOUT

NEW DWELLING ON ERF No.-------- MILLER RD. CLAREMONT



'BRICK' PAVING LAID TO FALLS: KENT COBBLE 110X110X50

NEW DWELLING

GARAGE RAMP


'BRI

CK' P

AVIN

G LA

ID

TO F

ALLS

: KEN

T CO

BBLE

110

X110

X50


'TILES' ON LANDING: RAVINE TILE 440X440X15

PAVING LAYOUT. 1:50

1:5017 JUNE 2011

N.A.B./Y.S.


ISAA. REG. No: 3709


Panel door.Selected hardwood.

None.

1.

DOOR TYPE & C0DE:DOOR NUMBER:

Z41.

DOOR LEAF:

IRONMONGERY:FRAME:

TOTAL REQUIRED:GLAZING:

FINISH - FRAME: - LEAF:

DESCRIPTION:SPECIFICATION:

Rebated double door.

Selected hardwood with glazed panels.Selected hardwood.

Laminated safety glass to comply with N.B.R.1.

DOOR TYPE & C0DE:DOOR NUMBER:

Z7 Z73.

DOOR LEAF:

IRONMONGERY:FRAME:

TOTAL REQUIRED:GLAZING:

FINISH - FRAME: - LEAF:

DESCRIPTION:SPECIFICATION:

Rebated double door.

Selected hardwood with glazed panels.Selected hardwood.

Laminated safety glass to comply with N.B.R.2.

Z7 Y32, 18.

F.L+B gate.Selected hardwood.Selected hardwood.

None

1.

Z11.11.

DOOR BY 'GENIE' OR EQUALLY APPROVED.

1.

SECTIONAL OVERHEAD GARAGE DOOR5.

6mm Georgian wired glass: opaque

1.

Z2S HVB4.Type Z2 HVB stable door.

Selected hardwood.

4.

Semi-solid flush door.

7, 14, 16, 17.

Y1 frame.

Flush door & frame.

4.

Semi-solid flush door.

6, 12, 13, 15.Flush door & frame.

Y1 frame.

None.

1:50 273 -07-01

DOOR & WINDOW SCHEDULE

MARCH 08Y.S.

1.

8.

Y1 frame.

Veneered blockboard with HW edging

Sand,prime where required & paint eggshell enamel to approved colour.

None.

None.

605

Selected hardwood.Selected hardwood with glazed panels.

HATCH TO STORE



1.

10.G.M.S PEDESTRIAN GATE

GATE BY SELECTED SPECIALIST.

2600

2000

900

2000

9.G.M.S SLIDING GATE

GATE BY SELECTED SPECIALIST.

1.

860

935


WINDOW TYPE & C0DE:WINDOW NUMBER:FRAME DETAIL:

GLAZING:TOTAL REQUIRED:

450

1165

11, 12.B1HvB

2.

Sand & seal with approved wood preservative.4mm clear float glass.

Selected hardwood casement.

4mm clear float glass.




4mm opaque glass.


8, 9.B2HvB

1725

450

2.

5.B3HvB

1.

2285

1.B3HvB

1.

2285

700

4.B4HvB

1.

605

700

WINDOW TYPE & C0DE:WINDOW NUMBER:FRAME DETAIL:

GLAZING:TOTAL REQUIRED:




Selected hardwood casement.2, 3.C6HvB.

2.

1725

900

6, 13, 14.E8HvB.

3.

1540

1725

980

OPAQUE

CLEAR

Sand & seal with approved wood preservative.





4mm clear float glass above & 4mm opaque glass below.

Selected hardwood casement.7, 10.


2.

B2HvB

980

CLEAR

OPAQUE

Selected hardwood casement.Sand & seal with approved wood preservative.






4mm clear float glass above & 4mm opaque glass below.


PROJECT :

DESCRIPTION :


DATE :

OWNER: ARCHITECT:

813 813 813 762

2032

2032

2032

2032

2032

1614

2032

1227

2100

2400






CPUT 2


B376 Wesley Road, Claremont -02-01


This drawing is for the Client, who requested architectural drawings for a new first floor addition/alteration to an existing house he had recently purchased.

The drawings should be presented as shown, minor changes like the layout may change, but the scale of the drawings and the specific information on the page should remain as is:












The specific components that make up this drawing are: o First and ground floor plans, o Sections and o Elevations.

First and ground floor plans: The first floor plan shows the total area of the proposed new addition, and also shows where the existing first floor and structure (dotted) are. The thin walls represent lightweight timber stud frame walls, and the new drainage from the first floor connects to the existing drainage below. Annotations referring to a legend indicate specific detailing/requirements, and a dash-dot line shows the new roof covering. The ground floor plan shows the existing dwelling which we measured on site, and dotted line represents the existing walls, where a new opening is to be formed, and RC staircase to be removed. The line of the building above is clearly indicated in thick dotted line.

Sections: The many sections each show key structural components which must be considered for the new first floor addition. Thick dotted lines show where the very low existing roof is to be removed. Each section shows the timber construction of the new first floor, lightweight walls and handrails. The annotations to the legend are very specific as the new structure has to meet the SANS requirements.

Elevations: The elevations show the detailed façades of the new lightweight first floor addition; the Nutec boarding is shown on the drawing, the new drainage and downpipes and detailed fenestration with codes referencing to the Alpha Omega catalogue.

-02-02

This drawing is a continuation of the first drawing of the set, as all of the drawing components could not fit on one page.

The specific components that make up this drawing are: o Site plan, o Roof plan and o a section.

Site plan: The site plan shows the area covered by the new addition. The coverage of the dwelling doesn’t change but the bulk does as there is now more floor area inside the dwelling. All of the site dimensions to the oddly shaped site ate also shown, as well as the distance to the nearest cross-road.

Roof plan: Portions of the roof are removed to reveal and explain the structure. Annotations to a specific legend make the drawing clear.

Sections: This section is more of a sectional elevation, as it cuts through the existing structure and shows the new structure in elevation. Structure behind the walls in elevation is shown in dotted line.


ISAA. REG. No: 3709


376 -02-01


PROJECT :

DESCRIPTION :


DATE :

OWNER: ARCHITECT:






4

1

7

3

123

30

600 2350 600

2 2 2

2

5 7

10

8

10

8

6

7

9

55

ALTERATIONS & ADDITIONS: ERF No ------, -- WESLEY ROAD, CLAREMONT.

1:100

21-06-2011

PLANS, SECTIONS & ELEVATIONS

Y.S.

GROUND FLOOR PLAN 1:100.FIRST FLOOR PLAN 1:100.

SECTION A-A. SECTION C-C. SECTION B-B.

SECTION D-D.

WEST ELEVATION. EAST ELEVATION.NORTH ELEVATION.

LEGEND:1. Remove existing staircase & make good walls + floor.2. Remove existing roof & first floor structure.3. Retain brick party wall on boundary.4. Remove existing door, build in new lintols & form new opening in existing wall.5. 231x70 Cape Lam beam on concrete pads formed on top of existing walls.6. New lightweight first floor timber structure: 225x9mm 'Nutec' building planks on lightweight pine stud frame constructed strictly as per SANS 10082: 2007 Building Codes.7. Existing floor over dining/kitchen to be retained.8. New suspended timber floor: 22x100 T+G floor boards on 228x50 SA Pine floor joists @ max 450 c/c all as per SABS 0163.9. Floor to bathrooms to be constructed as per SANS 10082: 2007.10. Existing chimney to be re-routed + sheathed in fire-proof material through first floor & roof.

DINING/KITCHEN

LIVING ROOM

FAMILYROOMBEDROOM2

BEDROOM1

100

1200

FAMILYROOM

LIVING ROOM

BATHRM 950

line of building above.

A

5540 600

B.I.C.

5670 600

2450

C

C

2590

wall on other end of opening.

FAMILYROOM

LIVING ROOM

B

1050 100

E

FAMILYROOM

100

3000

100

10010

80 DINING/KITCHEN

100

3610

100 D

AABB

C EE

DD

LIVING ROOM

BEDROOM2 BEDROOM1

B.I.

C.

BEDROOM1

B.I.

C.

BEDROOM2

C ED

N.G.L.

N.G.L.

N.G.L.

N.G.L. N.G.L.

N.G.L.

N.G.L.

A

B

DINING/KITCHEN

V.V.

Existingsoil pipe.ExistingD.P.

ExistingD.P. extended.

Existingsoil pipe.

ExistingD.P.

100

1915

100

3465

280

3240

290

100 100

V.V.

ExistingD.P. extended.

ExistingD.P.

D.P.

D.P.

D.P.

Spreader.

2100

NOTES:1. ROOF TRUSSES: Prefabricated engineer designed trusses with approved gangnail/nail plate connectors, erected and braced in accordance with manufacturers specifications.2. ROOF TRUSS BRACING: 114X38 diagonal bracing (45deg) nailed to underside of rafters at each end of the roof in both planes.3. Rafters and trusses tied down 600mm into walls with 1,2x30mm galv. hoop iron straps.4. Structural timber to be Grade 6 unless shown otherwise.5. P.C. lintols with min 4 courses of new brickwork with brickforce every course over all openings over 900mm and not exceeding 3m.6. All structural timber built into walls to be well tarred, creosoted or wrapped in a damp-proof membrane.7. Glazing to doors & windows in excess of 1m² or less than 300 mm above FFL to be safety-glazed in accordance with National Building Regulations: Part N8. Damp proof membrane to be 150mm above NGL9. All soil pipes under floors to be encased 100mm in concrete all round10. No drainage pipes to be covered until inspected and approved by the Building Inspector



15. New windows and doors as per Alpha Omega Catalogue.16. No portion of building to project over boundary.

1000

EN SUITE

BATHRM

3300 100

BATHRM

SS2 HvB1150 high

SS2 HvB1150 high

C8HvB

SS2 HvB1150 high

[email protected] ROOF PLAN, SECTION E-E & SITE PLAN.

OWNER: ARCHITECT:

22-06-2011Y.S.



DRAWN :

PROJ. NUMBER : DRG. NO. : BSCALE :

DATE :

PROJECT:

DESCRIPTION: 376 -02-021:100/ 1:200



FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TO SCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON THIS DRAWING AND

REMAINS THE PROPERTY OF THE ARCHITECT.

1

3. 76x50mm S.A. Pine purlins @ max 1,1m c/c.

LEGEND:1. 100X38mm wall plate on top of light weight timber construction.2. 231x32mm laminated fascia.

5. 'Ogee' seamless aluminium gutter.

7. Fibrecement 'building planks' on light weight timber stud framed structure.

6. Prepainted cottage profile Chromadek roof sheeting @ 25° slope.

2

6 3 5

4

4. Gangnailed roof trusses @ ±720mm c/c.

6

7

8

8. Existing chimney to be re-routed and sheathed in fire-proof material through first floor and roof.

D.P.Spreader

Existing D.P.

ALT. TO ERF -----, -- WESLEY ROAD, CLAREMONT.

B2HvBfixed

N.G.L.

SECTION E-E.

Part of building on ERF 117921.

SITE PLAN 1:200.

ERF 117921

WES

LEY

ROAD

±19

m T

O

FIRST

AVE

NU

E

ERF 117920

28,09

3,35

5,371,9

87,88

2,41

0,97

3,70

2,513,60

3,16 0,90

7,326,60

5,22

19,6

2

ROOF PLAN 1:100.

COVERAGE CALCULATIONS:SITE AREA:EXISTING BULK:PROPOSED BULK:

222m²

138m²PROPOSED COVERAGE:

111,5m²82m²

EXISTING COVER: 82m²

CPUT 2


B361 19 Princes Road, Claremont -02-01


This drawing is for the Client, who requested architectural drawings for a new first floor addition/alteration to an existing house.













The specific components that make up this drawing are: o First and ground floor & site plans, o Sections and o Elevations.

First and ground floor plans: The ground floor plan shows a base drawing of the existing structure, and is combined with the site plan as the site is small and the structure covers most of the site, an additional site plan is not required. Dotted line on the plan indices a new beam above and access hatch in the ceiling with a pull-down loft ladder. The first floor plan shows the new lightweight timber stud frame walls as well as the brick party wall, with full dimensions required for the structure. Dash-dot lines show the new roof and dormer windows.

Sections: The sections show key structural components which must be considered for the new first floor addition. Thick dotted lines show where the existing roof is to be removed. Each section shows the timber construction of the new first floor, lightweight walls and handrails. The RC floor slab and ‘I’ beam which catches the timber floor joists are shown in the cross section. The annotations to the legend are very specific as the new structure is very intertwined with the existing.

Elevations: The elevations show the detailed façades of the new lightweight first floor addition; the Nutec boarding is shown on the drawing and detailed fenestration with customized dormer windows.


ISAA. REG. No: 3709


361 -02-01


PROJECT :

DESCRIPTION :


DATE :

OWNER: ARCHITECT:






WEST ELEVATION.

PLAN AND SITE PLAN 1:100. FIRST FLOOR PLAN.

SECTION B-B.

EX.KITCHEN

EX.BEDROOM

boundary

PLANS, SECTIONS & ELEVATIONS.

NOTES:1. ROOF TRUSSES: Prefabricated engineer designed trusses with approved gangnail/nail plate connectors, erected and braced in accordance with manufacturers specifications.2. ROOF TRUSS BRACING: 114X38 diagonal bracing (45deg) nailed to underside of rafters at each end of the roof in both planes.3. Rafters and trusses tied down 600mm into walls with 1,2x30mm galv. hoop iron straps.4. Structural timber to be Grade 6 unless shown otherwise.5. P.C. lintols with min 4 courses of new brickwork with brickforce every course over all openings over 900mm and not exceeding 3m.6. Gable-end walls tied back to roof structure with 1,2x30mm GMS hoop iron straps @ 600c/c embedded 300mm in wall, bent over and fixed to 2 rafters.7. P.C. lintols + 2 courses of new 190 blockwork with brickforce every course over all openings not exceeding 3m.8. All structural timber built into walls to be well tarred, creosoted or wrapped in a damp-proof membrane.9. Glazing to doors & windows in excess of 1m² or less than 300 mm above FFL to be safety-glazed in accordance with National Building Regulations: Part N10. Cavity walls to be tied together with 10 2,5mm galvanised crimped wire ties per square meter.11. Damp proof membrane to be 150mm above NGL12. All windows to be min. 10% of floor area with 50 % of window to be openable and min. of 0,2m² of window area in bathroom to be openable.13. Stair risers to be max. 200mm and treads to be min 250mm, min width to be 750mm with clear headroom of 2,1m vertical to be provided.14. INSULATION: 50mm thick mineral fibre wool insulation between stud framing to walls and 40mm mineral fibre wool insulation to ceilings.

LEGEND:1. Remove part of existing roof structure.2. Retain brick party wall on boundary.

4. 203mmx102mmx25.33kg/m G.M.S 'I' beam on concrete pads formed on top of existing walls.

3. New lightweight first floor timber structure: lightweight timber stud frame with loadbearing timber sizes: 76x50 grade 6 SA Pine @ 450 c/c & non-loadbearing timber sizes: 76x50 SA Pine @ 600 c/c. Constructed strictly as per SANS 10082: 2007 Building Codes. Walls externally to be finished with 225x9mm 'Nutec' building planks & internally with 9mm Gypsum plasterboard painted with washable PVA paint.

5. New suspended timber floor: 22x100 T+G floor boards on 114x50 SA Pine floor joists @ max 450 c/c all as per SABS 0163.

7. 'Ogee' seamless aluminum gutter fixed to 231x32 laminated fascia.8. 76x50 SA Pine purlins @ max 1,1m c/c fixed to 114x38 roof trusses @ ±720mm c/c on 100x38 SA Pine wall plate on lightweight timber construction.

6. New Reinforced Concrete floor: First floor RC floor slab to be built strictly in accordance with Structural Engineer's design & specifications.

1:100

21-09-2011

11.420

15.7

40

ERF 109851

EX.BEDROOM

EX.LOUNGE

EX.KITCHEN

EX.BEDROOM

EX.BATHROOM

beam

15.7

50

B

pull-downstep ladder

PRINCES ROAD

STORAGE

A

B

STUDY

B

A

B BB

ROOF PLAN.

A

AA

A

SOUTH ELEVATION.

1132

SECTION A-A.

EX. LOUNGE

2100

STUDY

STORE

EX. KITCHEN

boundary

boundary

2100

boundary

boundary

EAST ELEVATION.


STUDY


100 100

3554

1842

270 100100

4078

1640

100

200

934

1

2

3

4

5

4

4

3

7

8

2


6

11.390

boundary

ERF No.s -------- @ -- PRINCES RD. HARFIELD VILLAGE: ADDITIONS & ALTERATIONS

Y.S.S.A.C.A. REGISTRATION No: 2547

PB 2596PRACTICE No:ISAA. REG. No: 3709


361 -01-02


PROJECT :

DESCRIPTION :


DATE :

OWNER: ARCHITECT:






12.055PRINCES ROAD

12.055

15.7

40

SOUTH ELEVATION 1:100

PLAN AND SITE PLAN 1:100

ERF 109855

GROUND FLOOR PLAN, SITE PLAN & ELEVATIONS

ERF No.s 109851 @ 21 PRINCES RD. HARFIELD VILLAGE: ADDITIONS & ALTERATIONS

MH4

MH3

MH2

15.7

40

A

A

SECTION A - A

B B

SKETCH PLAN 'A'




1:100

07-06-2010

N.A.BOTHA

EX.BEDROOM

EX.LOUNGE

EX.KITCHEN EX.

BEDROOM

EX.BATHROOM

EX.LOUNGE

SECTION B - B

EX.LOUNGE

EX.BEDROOM

WEST ELEVATION

boun

dary

boun

dary

boun

dary

18502100

2100

beam

'I' beam over

boun

dary

boun

dary

boun

dary

SEWINGNOOK

FIRST FLOOR PLAN 1:100

12.055A

A

B BSTUDY

ROOF PLAN 1:100

12.055A

A

B B

EX.KITCHEN

STUDY

SEWING NOOK


ISAA. REG. No: 3709


361 -01-02


PROJECT :

DESCRIPTION :


DATE :

OWNER: ARCHITECT:






12.055PRINCES ROAD

12.055

15.740



ERF 109855



MH4

MH3

MH2

15.740

A

A

SECTION A - A

B B

12.055

ROOF PLAN 1:100

B




1:100

24-11-2008

N.A.BOTHA

GROUND FLOOR PLAN 1:100.EX.BEDROOM

EX.LOUNGE

EX.KITCHEN EX.

BEDROOM

EX.BATHROOM

EX.LOUNGE

SECTION B - B

EX.LOUNGE

EX.BEDROOM

WEST ELEVATION

boun

dary

boun

dary

boun

dary

1850

2100

2100


ISAA. REG. No: 3709


361 -01-02


PROJECT :

DESCRIPTION :


DATE :

OWNER: ARCHITECT:






12.055

12.055

15.7

40

ERF 109855



15.7

40

C

SKETCH PLAN 'A'




1:100

07-06-2010

N.A.BOTHA

EX.BEDROOM

EX.LOUNGE

EX.KITCHEN

EX.BEDROOM

EX.BATHROOM

beam

'I' beam over

STORAGE

FIRST FLOOR PLAN 1:100

12.055

C

C

BSTUDY

12.055PRINCES ROAD

12.055

15.7

40


ERF 109855

MH4

MH3

MH215

.740

A

EX.BEDROOM

EX.LOUNGE

EX.DININGROOM

EX.BEDROOM

EX.BATHROOM

EX.STORE

EX.KITCHEN

A

C

B B

SEWINGNOOK

12.055

A

A

BSTUDY

WEST ELEVATION

boun

dary

boundary


boun

dary

boun

dary

EAST ELEVATION

boundary boun

dary

NORTH ELEVATION 1:100

boundary

boundary

pull-down step ladder

1074

20,59m²25,65m²

CPUT 2


B357 21 Princes Road, Claremont -02-01


This drawing is for the Client, who requested architectural drawings for a new first floor addition/alteration to an existing house.













The specific components that make up this drawing are: o First and ground floor & site plans, o Sections and o Elevations.

First and ground floor plans: The ground floor plan shows a base drawing of the existing structure, and is combined with the site plan as the site is small and the structure covers most of the site, an additional site plan is not required. A new timber staircase is shown, with the arrow leading up, and the beams above are indicated in dotted line. The first floor plan shows the new lightweight timber stud frame walls as well as the brick party wall, with full dimensions required for the structure. Dash-dot lines show the new roof and dormer windows.

Sections: The sections show key structural components which must be considered for the new first floor addition. Thick dotted lines show where the existing roof is to be removed. Each section shows the timber construction of the new first floor, lightweight walls and handrails. The RC floor slab and ‘I’ beam which catches the timber floor joists are shown in the cross section. The annotations to the legend are very specific as the new structure is very intertwined with the existing.

Elevations: The elevations show the detailed façades of the new lightweight first floor addition; the Nutec boarding is shown on the drawing and detailed fenestration with customized dormer windows.


ISAA. REG. No: 3709


357 -01-01


PROJECT :

DESCRIPTION :


DATE :

OWNER: ARCHITECT:






WEST ELEVATION.



PLAN AND SITE PLAN 1:100. FIRST FLOOR PLAN.

SECTION B-B.

EX.LOUNGE

EX.BEDROOM

boundaryboundary




1:100

24-11-2008

N.A.BOTHA

12.055

12.055

15.7

40

ERF 109855

EX.BEDROOM

EX.LOUNGE

EX.KITCHEN

EX.BEDROOM

EX.BATHROOM

beam

'I' beam over

15.7

40

B


PRINCES ROAD

STORAGE

12.055

A

B

STUDY

B

12.055A

B BB

ROOF PLAN.

A

AA

A

SOUTH ELEVATION.10

74

SECTION A-A.

EX.LOUNGE

2100

STUDY

STORE

EX. KITCHEN

boundary

'I' beamover

boundary

2100

boundary

boundary

EAST ELEVATION.


ISAA. REG. No: 3709


357 -02-01


PROJECT :

DESCRIPTION :


DATE :

OWNER: ARCHITECT:






12.180PRINCES ROAD

12.21015.750

PLAN AND SITE PLAN 1:100.

ERF ---------

PLANS, SECTIONS & ELEVATIONS.MH4

MH3

MH2

15.750

A

A

SECTION A-A.

BB

1:100

21-09-2011

EX.BEDROOM

EX.LOUNGE

EX.BEDROOM

EX.BATHROOM

EX.LOUNGE

SECTION B-B.

EX.LOUNGE

EX.BEDROOM

WEST ELEVATION.

2100

2100

beam

SEWINGNOOK

FIRST FLOOR PLAN.

A

A

BB

STUDY

ROOF PLAN.

A

A

BB

EX.KITCHEN

STUDY

SEWINGNOOK

EX. DININGROOM

EX.KITCHEN

EX.STORE

EX. DININGROOM

EAST ELEVATION.

2100

NORTH ELEVATION.

boundary

boundary

STUDY

boundary

boundary

boundary

200

1132

100 1842 100

100 3554 2704078

1640

100

100

12

2

3

3

4

4

4

5

5

7

8

Prepainted cottage profile chromadek

roof sheeting @ 30°

DPC

NOTES:1. ROOF TRUSSES: Prefabricated engineer designed trusses with approved gangnail/nail plate connectors, erected and braced in accordance with manufacturers specifications.2. ROOF TRUSS BRACING: 114X38 diagonal bracing (45deg) nailed to underside of rafters at each end of the roof in both planes.3. Rafters and trusses tied down 600mm into walls with 1,2x30mm galv. hoop iron straps.4. Structural timber to be Grade 6 unless shown otherwise.5. P.C. lintols with min 4 courses of new brickwork with brickforce every course over all openings over 900mm and not exceeding 3m.6. Gable-end walls tied back to roof structure with 1,2x30mm GMS hoop iron straps @ 600c/c embedded 300mm in wall, bent over and fixed to 2 rafters.7. P.C. lintols + 2 courses of new 190 blockwork with brickforce every course over all openings not exceeding 3m.8. All structural timber built into walls to be well tarred, creosoted or wrapped in a damp-proof membrane.9. Glazing to doors & windows in excess of 1m² or less than 300 mm above FFL to be safety-glazed in accordance with National Building Regulations: Part N10. Cavity walls to be tied together with 10 2,5mm galvanised crimped wire ties per square meter.11. Damp proof membrane to be 150mm above NGL12. All windows to be min. 10% of floor area with 50 % of window to be openable and min. of 0,2m² of window area in bathroom to be openable.13. Stair risers to be max. 200mm and treads to be min 250mm, min width to be 750mm with clear headroom of 2,1m vertical to be provided.

LEGEND:1. Remove part of existing roof structure.2. Retain brick party wall on boundary.3. New lightweight first floor timber structure: lightweight timber stud frame with loadbearing timber sizes: 76x50 grade 6 SA Pine @ 450 c/c & non-loadbearing timber sizes: 76x50 SA Pine @ 600 c/c. Constructed strictly as per SANS 10082: 2007 Building Codes. Walls externally to be finished with 225x9mm 'Nutec' building planks & internally with 9mm Gypsum plasterboard painted with washable PVA paint.

5. New suspended timber floor: 22x100 T+G floor boards on 114x50 SA Pine floor joists @ max 450 c/c all as per SABS 0163.

7. 'Ogee' seamless aluminum gutter fixed to 231x32 laminated fascia.8. 76x50 SA Pine purlins @ max 1,1m c/c fixed to 114x38 roof trusses @ ±720mm c/c on 100x38 SA Pine wall plate on lightweight timber construction.

14. INSULATION: 50mm thick mineral fibre wool insulation between stud framing to walls and 40mm mineral fibre wool insulation to ceilings.

6. New Reinforced Concrete floor: First floor RC floor slab to be built strictly in accordance with Structural Engineer's design & specifications.

6

4. 203mmx102mmx25.33kg/m G.M.S 'I' beam on concrete pads formed on top of existing walls.

ERF No.s -------- @ -- PRINCES RD. HARFIELD VILLAGE: ADDITIONS & ALTERATIONS

Y.S.

CPUT 2


B315 Princes Road, Claremont -04-01 b

This drawing was prepared for re-submission to the local authorities (council) as a rider plan to the approved plan, with the intent of receiving permission to build two additional units as proposed in the drawing. Should the drawing be approved by council, it will serve as a legal document.

This drawing is for the Client, who requested changes to the architectural drawings with gaining more units for the development in mind.

The drawings should be presented as shown, all changes should be indicated and the drawings and the specific information on the page should remain as is:


For this drawing, a set of grid lines was essential as they indicate where the structure rests. The grid was not labeled at first, and the structural engineer assumed that they did not exist, and thereafter drew his own grid lines which were completely unrelated to the structure. After the problems caused by that the grid lines were clearly marked.








o A description of the drawing components on the page,

o The correct date, scale, who the drawing was drawn by, the registration number of the professional responsible for the drawing and the logo of the architect/firm.

o Space for the signatures of the owner and architect, and the date of when the drawing is to be signed. Once the drawing is signed by owner, architect and is approved by council, it becomes a legal document.

Site plan: The site plan is at a scale of 1:200, and clearly shows the proposed new work against the approved plan. The retaining wall on the parking level had moved and is indicated on the site plan by a dotted line.

Parking layout: The parking layout had changed significantly after the engineer went off on a tangent with regards to the structure. The columns supporting the building above were too close together to allow for sufficient parking space, and support walls also obstructed the parking bays. These problems were fixed and the changes against the approved plan are marked by ‘bubbles’.

-04-02 b

Ground floor plan: The ground floor plan shows the two additional units added, and as the units’ structure falls on the grid lines, they are not dimensioned individually, as the dimensions are on the grid lines and the units’ layouts are repetitive.

Sections: Importantly, the sections also show the respective grid lines, making it clear that the structure lies on the grid. They show vertical dimensions and the change from timber to concrete for the attic floors.

-04-03 b

First floor plan: In addition to the introduction of the extra units, the first floor plan had changes to all the units’ layouts, and were annotated accordingly.

Attic floor plan: In addition to the introduction of the extra units and the changing of all the units’ layouts, the dormer windows had also moved slightly. The structure below the attic floor is shown in dotted line.

-04-04 b

Roof plan & drainage: Now that the dormer windows had moved, the roof structure also changed slightly. The drainage sections also had the two additional unit’s drainage added on.

-04-05 b

Elevations: The elevations show the proposed addition, however, the grid lines were removed from this drawing to avoid confusion and having to make additional unnecessary changes.

A

B

C

D

E

F

1

G

H

I

J

K

L

2 35 64

1 2 35 64


ISAA. REG. No: 3709

P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 4540060

PROPOSED FLATS ON ERF 53521,No. 8 PRINCE'S STREET, CLAREMONT.COUNCIL SUBMISSIONPARKING LAYOUT & SITE PLAN






315 -04-01


PROJECT :

DESCRIPTION :


DATE :

OWNER: ARCHITECT:

1:100 / 1:200

13-05-2011

N.A.B.

SITE PLAN 1:200

3148

6

23038

2928

2

3118

21123

PRINCES ROAD 5m CWC

8m C

WC

LERAA

R S

TREE

T

ROOF:Prepainted GMS cottage profile roof sheeting @ 37deg slide on 75x50 S.A. pine purlins @ max. 1100mm c/c, all as per manufacturers specifications on gangnail roof trusses @ max. 900c/c. Trusses to be as per Roof Truss Manufacturer's structural design & specifications. Trusses to be tied to 90x50 wallplate tied down onto wall with galv. hoop iron ties built into top six brick courses. RAINWATER GOODS:140mm diam. H.R. seamless aluminium gutters on 228x32 laminated fascia with 75mm diam. aluminium downpipes.CEILINGS:Ground Floor: Underside of precast conc. slab to be skimmed with 75mm coved cornice.First Floor:To be 6,4mm skimmed plaster board on 38x38 battens with standard 75mm coved cornice. All to manufacture's specifications.WALLS:Cavity walls with 10 galv. crimped wire ties per square metre. Stepped brickgrip DPC with weep holes at 600mm c/c. All walls to be constructed with 90mm Maxi bricks, plastered internally and externally with plaster mouldings as indicated and weather grooves to u/s of all external lintols. Plastered cills internally and externally. FOUNDATIONS:Strip footings to 230mm and 190mm walls to be 850mmx280mm mass concrete. 90mm walls to have 500mmx230mm mass concrete footings. Generally to comply with National Building Regulations.WINDOWS:To be meranti timber windows, ex Swartland: Cape Culture or equal approved. Window frames to be sanded and sealed with 2cts Rubol or equal approved timber preservative.DOORS:All doors to be ex Swartland or equal approved. All internal doors are to be Decorative 'Regency' in standard galv. pressed metal door frames. All external doors to be glazed meranti 'Happy' doors in meranti frames to be finished as for windows.FLOORS:Ground floor construction to be 100mm 15MPA mass concrete on 250 micron DPC. on min 150mm fill consolidated to 98% AASHTO. First floor to be 'Topfloor' or equal approved precast concrete flooring system all as per Structural Engineer's details & specifications. Floor finishes to be carpet or tiles as indicated on plan on min. 30mm S+C screed.STAIRCASE:Stairs to comply with National Building Regulations:Toprail & balusters to be 40mm dia. galv. m.s. with 6mm base plates bolted to concrete with 10mm dia. galv. Rawlbolts (to Structural Engineer's specification). Bottom rail to be 32x6mm galv. m.s. with 15mm solid vetical bars @ 125mm c/c. Treads 260mm and risers 193mm. to be tiled.SKIRTING:76x22mm moulded meranti with finish to be as for windows. Bathrooms to have tile skirting (half floor tile against wall).TILING:

LINTELS:

GLAZING.All glazing to comply with N.B.R. NN1. Glass to be generally clear float glass with opaque glass to bathrooms and toilets.STORMWATER:From roofs to discharge to street via 150mm H.R. precast concrete stormwater channels. From parking area to drain from agricultural drains to SW sump and pumped with 'Grundfos' or equal approved submersible pump via 200dia pipe to kerbside. Pump to have back-up/standby power.

Kitchens to be tiled to 1.2m height or to u/s of overhead units. Bathrooms to be tiled to 1,2m height with showers tiled to 2,1m height. Floor tiles to ground floor.

SPECIFICATION:

Prestressed concrete lintols to be built in over all openings with min 4 brick coursesover with brickforce in every course. Min. bearing: 150mm & max. span: 3,00m

SECURITY GATE:5x2m high automated galv. m.s. security gate, 1,0m wide pedestrian gate & galv. railings by specialist manufacturer.

1000

Attic:To be 6,4mm skimmed plaster board between roof trusses

GENERAL NOTES:1. ROOF TRUSSES: Prefabricated engineer designed trusses with approved gangnail/nail plate connectors, erected and braced in accordance with manufacturers specifications.2. ROOF TRUSS BRACING: 114X38 diagonal bracing (45deg) nailed to underside of rafters at each end of the roof in both planes.3. Rafters and trusses tied down 600mm into walls with 1,2x30mm galv. hoop iron straps.4. Structural timber to be Grade 6 unless shown otherwise.5. P.C. lintols with min 4 courses of new brickwork with brickforce every course over all openings not exceeding 3m.

AREA CALCULATIONS:SITE AREA:AREA OF EXISTING BUILDINGS:PROPOSED BULK:

727,532m sq

654,533m sqPROPOSED COVERAGE:

233,044m sq287,410m sq(39.5% of site)

(89% of site)

[email protected]

3000

2881

6926

Parking lot Retaining WallBelow

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

APPROVED PLANNo 77609(03-07-2008)

PARKING LAYOUT 1:100

Retaining wall as per structural Engineer's specifications and details

Existing manhole

Existing connection to Municipal sewer

2475

2475

2475

1.

2.

3.

4.

5.

6.

7.

8.

Outline of Building Above

9.

10.

11.

13.

14.

15.

16.

17.

18.

STORE

200mm Diam. PVC high pressure stormwater pipe.

1000

1000

BoundaryBo

unda

ry

Boun

dary

Boundary

RE.1

Boun

dary

Sump with submersible pump

2625

160mm dia PVC agricultural drain 300mm² heavy dutyS.W. grating.


12.

2545

2625

300

300

330

600

100m

m d

ia P

VC a

gric

ultu

ral d

rain

100 m

m d

ia P

VC a

gric

ultu

ral d

rain

2500

2545

330 1172 110 4825 600 6645 6001017

90d0'0

"

4925

4950

4950

4950

4925

6720 1340 160 4285 4400

7110

1350

3320

1350

7110

3000

1175

3160

3160

5611

2973

3265

Compacted fill1685

1623

Edge of balcony above

2500

2430

2337

2337

4666

1264

1100

7000

7336

A

A Retaining wall to south boundary wall moved & not parallel with boundary, stair at grid 6/H layout altered& parking bays 9 to 18 positions & dimensions altered

5-06-2011


ISAA. REG. No: 3709








315 -04-01


PROJECT :

DESCRIPTION :


DATE :

OWNER: ARCHITECT:

1:100 / 1:200

13-05-2011

N.A.B.

SITE PLAN 1:200

3148

6

23038

2928

2

3118

21123

PRINCES ROAD 5m CWC

8m C

WC

LERAA

R S

TREE

T


LINTELS:



SPECIFICATION:



1000




727,532m sq


233,044m sq287,410m sq(39.5% of site)

(89% of site)

[email protected]

3000

2881

6926


9.

10.

11.

12.

13.

14.

15.

16.

17.

18.




Existing manhole


2475

2475

2475

1.

2.

3.

4.

5.

6.

7.

8.

Line of Building Above

9.

10.

11.

13.

14.

15.

16.

17.

18.

STORE


1000

1000

BoundaryBo

unda

ry

Boun

dary

Boundary

RE.1

Boun

dary


2625


Line of Building Above

12.

2545

2625

300

300

330

600

100m

m d

ia P

VC a

gric

ultu

ral d

rain

100 m

m d

ia P

VC a

gric

ultu

ral d

rain

2360

2360

2292

2292

2500

2545

330 1172 110 4825 600 6645 6001017

90d3

1'50"

90d0'0

"

4892 1000

1000

1185

1130

4925

4950

4950

4950

4925

6720 1340 160 4285 4400

7110

1350

3320

1350

7110

3000

1175

3160

3160

5611

2973

3265

Compacted fill


ISAA. REG. No: 3709


PROPOSED FLATS ON ERF -----,No. -- PRINCE'S STREET, CLAREMONT.COUNCIL SUBMISSIONPARKING LAYOUT & SITE PLAN






315 -04-01


PROJECT :

DESCRIPTION :


DATE :

OWNER: ARCHITECT:

1:100 / 1:200

21-06-2011

Y.S.

SITE PLAN 1:200

3148

6

23038

2928

2

3118

21123

PRINCES ROAD 5m CWC

8m C

WC

LERAA

R S

TREE

T


LINTELS:



SPECIFICATION:



1000




727,532m sq


233,044m sq287,410m sq(39.5% of site)

(89% of site)

[email protected]

3000

2881

6585


9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

APPROVED PLANNo -----(03-07-2008)



Existing manhole


2500

2475

2475

1.

2.

3.

4.

5.

6.

7.

8.


9.

10.

11.

13.

14.

15.

16.

17.

18.

STORE


1000

1000

BoundaryBo

unda

ry

Boun

dary

Boundary

RE.1

Boun

dary




12.

2545

2625

300

300

330

600

100m

m d

ia P

VC a

gric

ultu

ral d

rain

100 m

m d

ia P

VC a

gric

ultu

ral d

rain

2500

2545

330 1172 110 4825 600 6645 6001017

4925

4950

4950

4950

4925

6720 1340 160 4285 4400

7500

1350

3320

1350

7110

3000

1175

3160

3160

5611

2973

3265

Compacted fill1685

1623


2500

2430

2500

2500

4330

7000

7336

B


5-06-2011

1436

90d0

'0"

1600

BEAM ABOVE

1

2

3

3

3

3

6

6

4

4

4

4

5

6

B 1. Retaining wall, Grid I, to South West corner moved. 21-06-20112. Grid L, moved 590mm.3. Struct. butresses on Grid 6 removed.4. 300mm Walls, Grid B-E, omitted.5. Wall moved by 25mm.6. Parking bay (1, 15 & 16) dimensions altered.

3

7

7. Column reinstated between bays 2 & 3 on Grid 2

2925

1530

315

C 1. Retaining wall, Grid I, to South West corner moved. 21-06-2011


ISAA. REG. No: 3709








315 -04-01


PROJECT :

DESCRIPTION :


DATE :

OWNER: ARCHITECT:

1:100 / 1:200

21-06-2011

N.A.B.

SITE PLAN 1:200

3148

6

23038

2928

2

3118

21123

PRINCES ROAD 5m CWC

8m C

WC

LERAA

R S

TREE

T


LINTELS:



SPECIFICATION:



1000




727,532m sq


233,044m sq287,410m sq(39.5% of site)

(89% of site)

[email protected]

3000

2881

6585


9.

10.

11.

12.

13.

14.

15.

16.

17.

18.




Existing manhole


2500

2475

2475

1.

2.

3.

4.

5.

6.

7.

8.


9.

10.

11.

13.

14.

15.

16.

17.

18.

STORE


1000

1000

BoundaryBo

unda

ry

Boun

dary

Boundary

RE.1

Boun

dary


2625



12.

2545

2625

300

300

330

600

100m

m d

ia P

VC a

gric

ultu

ral d

rain

100 m

m d

ia P

VC a

gric

ultu

ral d

rain

2500

2545

330 1172 110 4825 600 6645 6001017

4925

4950

4950

4950

4925

6720 1340 160 4285 4400

7500

1350

3320

1350

7110

3000

1175

3160

3160

5611

2973

3265

Compacted fill1685

1623


2500

2430

2500

2500

4330

7000

7336

B


5-06-2011

1436

90d0

'0"

1600

BEAM ABOVE

1

2

3

3

3

3

6

6

4

4

4

4

5

6

B 1. Retaining wall, Grid I, to South West corner moved. 21-06-20112. Grid L, moved 590mm.3. Struct. butresses on Grid 6 removed.4. 300mm Walls, Grid B-E, omitted.5. Wall moved by 25mm.6. Parking bay (1, 15 & 16) dimensions altered.

3

7

7. Column reinstated between bays 2 & 3 on Grid 2

A

B

C

D

E

F

1

G

H

I

J

K

L

2 35 64

1 2 35 64

G H I J K L

12356 4


ISAA. REG. No: 3709


GROUND FLOOR PLAN AND SECTIONS






315 -04-02


PROJECT :

DESCRIPTION :


DATE :

OWNER: ARCHITECT:

1:100

17-05-2011

Y.S.


[email protected]

REV.No.

ERF No ----- @ -- PRINCE'S STREET CLAREMONT:NEW FLATS

A designation of units 8 & 9 shown, parking bay 15 on ground floor omitted, steps from grnd floor down to parking level co-ordinated with steps at lower level. 3-05-2010

A

SECTION B-B. 1:100

PROPOSED ADDITION

BOU

ND

ARY

2400

Open trusses

EXISTING NATURALGROUND LEVEL

5750

7474

1200x300

LOUNGE/DINING

BEDROOM

ATTIC

2400

5726

946

SECTION A-A. 1:100

5980

1200x300 1200x300

250

200

200

STOREREFUSE ROOMPARKING

2100

GROUND FLOOR PLAN 1:100

Parking 3000

Walkway

opt. island

opt. island

270

6890

270

7430

1390

1200

140

8820

140 140 140

A

B

B

70408380

A

6580230 230

35,8m sq

34,8m sq

34,8m sq

34,8m sq

35,8m sq

UNIT 1

UNIT 2

UNIT 3

UNIT 4

UNIT 5

32,65m sqUNIT 6

33,95m sqUNIT 7

END OF WALKWAYAT GROUND FLOOR.

LINE OF BUILDING OF ABOVE

LOUNGE/DINING

KITCHEN

KITCHEN

KITCHEN

opt. island

opt. island

opt. island

opt. island

opt. island

opt. island opt.

island

KITCHEN

KITCHEN

KITCHEN KITCHEN

6208

6500

C.W

.C

C.W.C TO CONFORM TO U.B.F.L ON BOUNDARY

VISITOR

VISITOR

LOUNGE/DINING

LOUNGE/DINING

LOUNGE/DINING

LOUNGE/DINING

LOUNGE/DINING

LOUNGE/DINING

LOUNGE/DINING

LOUNGE/DINING

32,65m sqUNIT 8

33,95m sqUNIT 9

1230

Wal

kway

5000

3.

11.

14.

1000

BoundaryBo

unda

ry

Boun

dary

Boundary

Boun

dary

2200

3245

BOU

ND

ARY

BOU

ND

ARY

200

2440

2400

200

2440

200

2400

200

3650

950

4925

4950

4950

4950

4925

6720 1340 160 4285 4400

7110

1350

3320

1350

7110

LINE OF BUILDING AT FIRST FLOOR LEVEL

Existing manhole


RE.1

3000


ISAA. REG. No: 3709


GROUND FLOOR PLAN AND SECTIONS






315 -04-02


PROJECT :

DESCRIPTION :


DATE :

OWNER: ARCHITECT:

1:100

17-05-2011

N.A.B.


[email protected]

REV.No.

ERF No 53521@ 8 PRINCE'S STREET CLAREMONT:NEW FLATS

A designation of units 8 & 9 shown, parking bay 15 on ground floor omitted, steps from grnd floor down to parking level co-ordinated with steps at lower level. 3-05-2010

A

SECTION B-B. 1:100

PROPOSED ADDITION

BOU

ND

ARY

2400

Open trusses

EXISTING NATURALGROUND LEVEL

5750

7474

1200x300

LOUNGE/DINING

BEDROOM

ATTIC

2400

5726

946

SECTION A-A. 1:100

5980

1200x300 1200x300

250

200

200

STOREREFUSE ROOMPARKING

2100

GROUND FLOOR PLAN 1:100

Parking 3000

Walkway

opt. island

opt. island

270

6890

270

7430

1390

1200

140

8820

140 140 140

A

B

B

70408380

A

6580230 230

35,8m sq

34,8m sq

34,8m sq

34,8m sq

35,8m sq

UNIT 1

UNIT 2

UNIT 3

UNIT 4

UNIT 5

32,65m sqUNIT 6

33,95m sqUNIT 7

END OF WALKWAYAT GROUND FLOOR.

LINE OF BUILDING OF ABOVE

LOUNGE/DINING

KITCHEN

KITCHEN

KITCHEN

opt. island

opt. island

opt. island

opt. island

opt. island

opt. island opt.

island

KITCHEN

KITCHEN

KITCHEN KITCHEN

6208

6500

C.W

.C

C.W.C TO CONFORM TO U.B.F.L ON BOUNDARY

VISITOR

VISITOR

LOUNGE/DINING

LOUNGE/DINING

LOUNGE/DINING

LOUNGE/DINING

LOUNGE/DINING

LOUNGE/DINING

LOUNGE/DINING

LOUNGE/DINING

32,65m sqUNIT 8

33,95m sqUNIT 9

1230

Wal

kway

5000

3.

11.

14.

1000

BoundaryBo

unda

ry

Boun

dary

Boundary

Boun

dary

2200

3245

BOU

ND

ARY

BOU

ND

ARY

200

2440

2400

200

2440

200

2400

200

3650

950

4925

4950

4950

4950

4925

6720 1340 160 4285 4400

7110

1350

3320

1350

7110

LINE OF BUILDING AT FIRST FLOOR LEVEL

Existing manhole


RE.1

A

B

C

D

E

F

1

G

H

I

J

K

L

2 35 64

1 2 35 64

A

B

C

D

E

F

1

G

H

I

J

K

L

2 3

5 64

1 2 35 64

FIRST FLOOR PLAN. 1:100287,41m sq

3000

ATTIC FLOOR PLAN. 1:100

A

124,92m sq


ISAA. REG. No: 3709


PROJECT :

DESCRIPTION :


DATE :

OWNER: ARCHITECT:

1:100 Y.S.S.A.C.A. REGISTRATION No: 2547

PB 2596PRACTICE No:ISAA. REG. No: 3709



ISAA. REG. No: 3709


315 -04-03


PROPOSED DEVELOPMENT ON ERF -----,No. -- PRINCE'S STREET, CLAREMONT.

RIDER TO PLAN SUBMITTED TO COUNCIL: TWO ADDITIONAL UNITS: FIRST & ATTIC FLR PLANS

28-03-2011C

[email protected]






REV.No.1800m line of ceiling soffit

D

Typical outline of slab at loft level

3323160 4285 4400

B

UNIT 8 UNIT 9

UNIT 7

UNIT 6

UNIT 5

UNIT 3

UNIT 2 UNIT 1

5,7m² 5,7m²

UNIT 4

6,7m²

14,14m²

6,7m²

14,14m²

6,7m²

14,14m²

38,75m²

35,56m²

38,75m²

38,75m²

14,06m² 6,3m²

6,3m²

14,06m²

13,26m² 13,26m²

35,56m²

5,7m²5,7m²

13,26m² 13,26m²

40,38m²

40,38m²

37,67m²

37,67m²

A

B

BB

4925

4950

4950

4950

4925

8460

8460

8060

4705

2990 2600

2695

2030

1900

950

4235

2362

3415

9502348

1200

UNIT 7

UNIT 6

UNIT 5

UNIT 1

UNIT 8 UNIT 9

UNIT 2

UNIT 422,59m²

22,59m²

25,0m²

3076 2201

3706

UNIT 3

25,0m²


ISAA. REG. No: 3709


ROOF PLAN & DRAINAGE SECTION






315 -04-04


PROJECT :

DESCRIPTION :


DATE :

OWNER: ARCHITECT:

1:100

24-08-2008

N.A.B./[email protected]

ERF No ----- @ -- PRINCE'S STREET CLAREMONT:ADDITIONS TO APPROVED PLAN No ------.

Shower.W.C.Basin

W.C.Basin

Bath.

Sink.

VV

Dish wash.

Washmach

Shower.W.C.Basin

W.C.Basin

Bath.

Sink.

VV

Dish wash.

Washmach

DRAINAGE SECTION

1:60

6

4

2

7

3

6

NOTES:1. ROOF TRUSSES: Prefabricated engineer designed trusses with approved gangnail/nail plate connectors, erected and braced in accordance with manufacturers specifications.2. ROOF TRUSS BRACING: 114X38 diagonal bracing (45deg) nailed to underside of rafters at each end of the roof in both planes.3. Rafters and trusses tied down 600mm into walls with 1,2x30mm galv. hoop iron straps.4. Structural timber to be Grade 6 unless shown otherwise.5. P.C. lintols with min 4 courses of new brickwork with brickforce every course over all openings over 900mm and not exceeding 3m.6. Gable-end walls tied back to roof structure with 1,2x30mm GMS hoop iron straps @ 600c/c embedded 300mm in wall, bent over and fixed to 2 rafters.7. P.C. lintols + 2 courses of new 190 blockwork with brickforce every course over all openings not exceeding 3m.8. All structural timber built into walls to be well tarred, creosoted or wrapped in a damp-proof membrane.9. Glazing to doors & windows in excess of 1m²or less than 300 mm above FFL to be safety-glazed in accordance with National Building Regulations: Part N10. Cavity walls to be tied together with 10 2,5mm galvanised crimped wire ties per square meter.11. Damp proof membrane to 150mm above NGL12. All soil pipes under floors to be encased 100mm concrete all round13. No drainage pipes to be covered until inspected and approved by the Building Inspector14. All windows to be min. 10% of floor area with 50 % of window to be openable and min. of 0,2m² of window area in bathroom to be openable.15. Stair risers to be max. 200mm and treads to be min 250mm, min width to be 750mm with clear headroom of 2,1m vertical to be provided.16. Forced ventilation to internal ablutions to be at 25 l/sec with the fan conected to the lightswitch.

Sink.

W.C.Basin

Bath. W.C.Basin

Bath. W.C.Basin

Bath.

Shower.W.C.Basin

W.C.Basin

Bath.

Shower. W.C.Basin

W.C.Basin

Bath.

Shower.W.C.

Basin

ROOF PLAN. 1:100

LEGEND FOR ROOF:1. 100X38mm wall plates

5. Gms 'teco' brackets.6. 228x32 laminated fascia.7. 'Ogee' seamless aluminium gutter

2. Gangnailed roof trusses @ c/c's as shown.3. 76x50mm purlins @ c/c's as shown.4. 298x70 Cape lam composite beam as per structural engineer's specifications.

8. Galv. prepainted IBR roof sheeting.9. 150x50 rafters @ c/c's as shown on roof plan.

Shower.W.C.

Basin

Shower.W.C.

Basin

Shower.W.C.

Basin

Shower.W.C.

Basin

Sink.Sink. Sink. Sink. Sink. Sink.

DEPTH

COVER LEVELINVERT LEVEL

DISTANCE

R.E.No.228,60m26,70m

2,1m

I.C.No.

DRAINAGE SECTION.

R.E.No.3

21,73m @ 1:60 to RE 2

28,90m27,06m1,84m

R.E.No.128,40m26,63m

2,1m

I.C.128,20m26,40m

1,800m18,37m @ 1:60 to IC 1 13,87m @ 1:60 to IC 1

RE 3RE 2 RE 1

VV VV VV VV VVVVVV

1

2

3

4

5

67

8

61

10. 220 firewall to u/s of roof sheeting

7

4

1

6

A

B

C C

D

B

D

A

29,00

28,20

31,65

34,30

Existing manhole

Existing connection to Municipal sewer.

Dish wash.

BasinBath.

BasinBath.

W.C. W.C.

Washmach

Dish wash.

Washmach

Dish wash.

Washmach

Dish wash.

Washmach

Dish wash.

Washmach

Dish wash.

Washmach

Dish wash.

Washmach


ISAA. REG. No: 3709


ROOF PLAN & DRAINAGE SECTION






315 -03-04


PROJECT :

DESCRIPTION :


DATE :

OWNER: ARCHITECT:

1:100

24-08-2008

N.A.B./[email protected]

ERF No 53521@ 8 PRINCE'S STREET CLAREMONT:ADDITIONS TO APPROVED PLAN No A77609

Shower.W.C.Basin

W.C.Basin

Bath.

Sink.

VV

Dish wash.

Washmach

Shower.W.C.Basin

W.C.Basin

Bath.

Sink.

VV

Dish wash.

Washmach

DRAINAGE SECTION

1:60

6

4

2

7

3

6

NOTES:1. ROOF TRUSSES: Prefabricated engineer designed trusses with approved gangnail/nail plate connectors, erected and braced in accordance with manufacturers specifications.2. ROOF TRUSS BRACING: 114X38 diagonal bracing (45deg) nailed to underside of rafters at each end of the roof in both planes.3. Rafters and trusses tied down 600mm into walls with 1,2x30mm galv. hoop iron straps.4. Structural timber to be Grade 6 unless shown otherwise.5. P.C. lintols with min 4 courses of new brickwork with brickforce every course over all openings over 900mm and not exceeding 3m.6. Gable-end walls tied back to roof structure with 1,2x30mm GMS hoop iron straps @ 600c/c embedded 300mm in wall, bent over and fixed to 2 rafters.7. P.C. lintols + 2 courses of new 190 blockwork with brickforce every course over all openings not exceeding 3m.8. All structural timber built into walls to be well tarred, creosoted or wrapped in a damp-proof membrane.9. Glazing to doors & windows in excess of 1m²or less than 300 mm above FFL to be safety-glazed in accordance with National Building Regulations: Part N10. Cavity walls to be tied together with 10 2,5mm galvanised crimped wire ties per square meter.11. Damp proof membrane to 150mm above NGL12. All soil pipes under floors to be encased 100mm concrete all round13. No drainage pipes to be covered until inspected and approved by the Building Inspector14. All windows to be min. 10% of floor area with 50 % of window to be openable and min. of 0,2m² of window area in bathroom to be openable.15. Stair risers to be max. 200mm and treads to be min 250mm, min width to be 750mm with clear headroom of 2,1m vertical to be provided.16. Forced ventilation to internal ablutions to be at 25 l/sec with the fan conected to the lightswitch.

Sink.

W.C.Basin

Bath. W.C.Basin

Bath. W.C.Basin

Bath.

Shower.W.C.Basin

W.C.Basin

Bath.

Shower. W.C.Basin

W.C.Basin

Bath.

Shower.W.C.

Basin

ROOF PLAN. 1:100





Shower.W.C.

Basin

Shower.W.C.

Basin

Shower.W.C.

Basin

Shower.W.C.

Basin

Sink.Sink. Sink. Sink. Sink. Sink.

DEPTH

COVER LEVELINVERT LEVEL

DISTANCE

R.E.No.228,60m26,70m

2,1m

I.C.No.

DRAINAGE SECTION.

R.E.No.3

21,73m @ 1:60 to RE 2

28,90m27,06m1,84m

R.E.No.128,40m26,63m

2,1m

I.C.128,20m26,40m

1,800m18,37m @ 1:60 to IC 1 13,87m @ 1:60 to IC 1

RE 3RE 2 RE 1

VV VV VV VV VVVVVV

1

2

3

4

5

67

8

61

10. 220 firewall to u/s of roof sheeting

2

7

4

1

6

A

B

C C

D

B

D

A

29,00

28,20

31,65

34,30

Existing manhole

Existing connection to Municipal sewer.

Dish wash.

BasinBath.

BasinBath.

W.C. W.C.

Washmach

Dish wash.

Washmach

Dish wash.

Washmach

Dish wash.

Washmach

Dish wash.

Washmach

Dish wash.

Washmach

Dish wash.

Washmach


ISAA. REG. No: 3709


SECTIONS A-A, C-C, ROOF PLAN & DRAINAGE SECTION






315 -03-04


PROJECT :

DESCRIPTION :


DATE :

OWNER: ARCHITECT:

1:100

24-08-2008

N.A.B./P.A.SROOF PLAN.





8

10. 220 firewall to u/s of roof sheeting4

1

6

B

C

[email protected]

4

2


SECTION A-A

3 A

A

Shower.W.C.Basin

W.C.Basin

Bath.

Sink.

VV

Dish wash.

Washmach

Shower.W.C.Basin

W.C.Basin

Bath.

Sink.

VV

Dish wash.

Washmach

NOTES:1. ROOF TRUSSES: Prefabricated engineer designed trusses with approved gangnail/nail plate connectors, erected and braced in accordance with manufacturers specifications.2. ROOF TRUSS BRACING: 114X38 diagonal bracing (45deg) nailed to underside of rafters at each end of the roof in both planes.3. Rafters and trusses tied down 600mm into walls with 1,2x30mm galv. hoop iron straps.4. Structural timber to be Grade 6 unless shown otherwise.5. P.C. lintols with min 4 courses of new brickwork with brickforce every course over all openings over 900mm and not exceeding 3m.6. Gable-end walls tied back to roof structure with 1,2x30mm GMS hoop iron straps @ 600c/c embedded 300mm in wall, bent over and fixed to 2 rafters.7. P.C. lintols + 2 courses of new 190 blockwork with brickforce every course over all openings not exceeding 3m.8. All structural timber built into walls to be well tarred, creosoted or wrapped in a damp-proof membrane.

9. Glazing to doors & windows in excess of 1m²or less than 300 mm above FFL to be safety-glazed in accordance with National Building Regulations: Part N10. Cavity walls to be tied together with 10 2,5mm galvanised crimped wire ties per square meter.11. Damp proof membrane to 150mm above NGL12. All soil pipes under floors to be encased 100mm concrete all round13. No drainage pipes to be covered until inspected and approved by the Building Inspector14. All windows to be min. 10% of floor area with 50 % of window to be openable and min. of 0,2m² of window area in bathroom to be openable.15. Stair risers to be max. 200mm and treads to be min 250mm, min width to be 750mm with clear headroom of 2,1m vertical to be provided.16. Forced ventilation to internal ablutions to be at 25 l/sec with the fan conected to the lightswitch.

2480

2480

500

Stair & attic floor: timber construction.

2.4m average headroom

200

200

2416

RAMP

DRAINAGE SECTION

5

8

7

6

B

31

2

6

EAST ELEVATION ON C-C

Boundary LineBoundary Line

Boundary Line

Ramp

EXISTING GROUND LEVEL21

00

Outline of Buiding as on Approved Plan No:A77609 (03-07-08)

EXISTING SOIL PIPE ASON APPROVED PLAN

1:60

Outline of Building as on Approved Plan No:A77609 (03-07-08)


Inside of Building as on Approved Plan No:A77609 (03-07-08)


ISAA. REG. No: 3709


ELEVATIONS






315 -04-05


PROJECT :

DESCRIPTION :


DATE :

OWNER: ARCHITECT:

1:100

24-08-2008

N.A.B./Y.S.

ERF No ----- @ -- PRINCE'S STREET CLAREMONT:ADDITIONS TO APPROVED PLAN No ------.

WEST ELEVATION. 1:100

Proposedaddition

BOU

ND

ARY

NORTH ELEVATION. 1:100

EAST ELEVATION. 1:100

A East Elevation added & windows on South elevation of Unit omitted & window on west elevation of Unit 1first floor omitted.

3-05-2010

A

BOU

ND

ARY

BOU

ND

ARY

BOU

ND

ARY

BOU

ND

ARY

BOU

ND

ARY

SUMP

200 DIAM. PIPE

C.L.27.677

G.F.L28.932

F.F.L31.582

RAMP

SOUTH ELEVATION. 1:100

BOU

ND

ARY

BOU

ND

ARY


ISAA. REG. No: 3709


ELEVATIONS






315 -03-05


PROJECT :

DESCRIPTION :


DATE :

OWNER: ARCHITECT:

1:100

24-08-2008

N.A.B./P.A.S


5726


Proposedaddition

BOUNDARY LINEBOUNDARY LINE


1340 71608500

5597 1139

SUMP200 DIAM. PIPE

4925 4950 4950 4950 4925

C.L.27.677

G.F.L28.932

F.F.L31.582

2100

SUMP

BOUNDARY LINE

RAMP


13480 2640

4925 4950 4950 4950 4925

5647

6824

8740


ISAA. REG. No: 3709


ELEVATIONS






315 -03-05


PROJECT :

DESCRIPTION :


DATE :

OWNER: ARCHITECT:

1:100

24-08-2008

N.A.B./P.A.S


5726


Proposedaddition



1340 71608500

5597 1139

SUMP200 DIAM. PIPE

4925 4950 4950 4950 4925

C.L.27.677

G.F.L28.932

F.F.L31.582

2100

SUMP

BOUNDARY LINE

RAMP


13480 2640

4925 4950 4950 4950 4925

5647

6824

8740


ISAA. REG. No: 3709


ELEVATIONS AND SECTION






315 -02-03


PROJECT :

DESCRIPTION :


DATE :

OWNER: ARCHITECT:

1:100

24-08-2008

N.A.B./P.A.S



Stair & attic floor: timber construction.

5980

5726

SECTION B-B. 1:100

2450

200

2450

200

2400

3000 WEST ELEVATION. 1:10021

00

2100

SUMP200 DIAM. PIPE


Proposedaddition

Proposedaddition

Proposedaddition


BOUNDARY LINE



Retaining wall as on Approved Plan No:A77609 (03-07-08)

BOUNDARY LINE

RAMP

BOUNDARY LINE

EXISTING GROUND LEVEL

EXISTING GROUND LEVEL


ISAA. REG. No: 3709


PROPOSED FLATS ON ERF 53521,No. 8 PRINCE'S STREET, CLAREMONT.COUNCIL SUBMISSION: NORTH, EAST & NORTH BOUNDARY WALL ELEVATIONS






315 -02-05


PROJECT :

DESCRIPTION :


DATE :

OWNER: ARCHITECT:

1:100

08-10-2007

N.A.B.


900


1340 71608500

5597 1139

SUMP200 DIAM. PIPE

4925 4950 4950 4950 4925

5647

4925 4950 4950 4950 4925

1139

C.L.27.677

G.F.L28.932

F.F.L31.582

[email protected]

portfolio_24.10.2011

Documents

Transcript of portfolio_24.10.2011