Page 1

PORTFOLIO

YUSUF SAMPSON 210044594


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. iv. v. 7. i. ii. 8. i. ii. iii. iv. 9. i. ii. iii. 10. i. ii. iii. 11. i. ii. iii. iv. v. vi.

First & attic floor plan Roof plan and drainage Elevations B345 Duckitt Avenue Ground floor plan, sections & elevations Site & roof plan B271 Constantia Foundation layout plan Ground floor & site plan Basement plan & sections Sections & elevations B58 Bantry Bay Plans, sections & elevations 1 Plans, sections & elevations 2 Plans, sections & elevations 3 B378 Kommetjie Sketch layout – ground floor Sketch layout – first floor Sketch layout – first floor & section B379 Tokai Sketch layout – client’s own proposal Sketch layout 1 Sketch layout 2 Sketch layout 3 Sketch layout 4 Sketch layout 5


PSS FORM PRACTICAL STUDIES

2011 SUMMARY OF WORK RECORDED

NOTE:

NAME:

EMPLOYER:

1. 2. 3.

INCLUDE THIS SHEET ON THE FIRST PAGE OF THE PORTFOLIO AND RECORD THE NUMBER OF DRAWINGS AT EACH SUBMISSION. THE PORTFOLIO IS ACCUMULATIVE I.E. INCLUDE YOUR BEST WORK FROM THE YEAR IN EACH SUBMISSION. ALL DRAWINGS ARE TO BE SIGNED BY THE EMPLOYER AS MIN 80% THE STUDENTS WORK.

Yusuf Sampson

STUDENT NO.

210044594

Noel A. Botha

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

1.

Drawing to 1/100 or 1/50 scale for local authority approval

2.

Working drawings and details (Assembly & component drawings)

3.

Measured drawings (incl. Survey notes & photos)

Simple planning and design exercises incl. Solutions to elevational treatment fenestration etc. 5. Presentation drawings (in selected media) for a selected building project incl. Photos of models 6. Schedules of doors, windows, fittings, etc 4.

PH.

078 665 5023

PH.

(021) 671 2335

E-MAIL:

yusuf20569@gmail.com

E-MAIL:

noelarch@cybersmart.co.za

B367 B273 B271 B345 B315 B376 B378 B379 B58 B361 B357 Total 2

1

3

11

1

2

5

2

1

1

17 12

1 1

1

1

1

1

2

3

6

3

7 13

3

3

1

1

1

1

7.

Joinery details for purpose-made furniture or fixings

8.

Investigation of site and survey

9.

Analysis and preparation of brief

10.

Cost considerations

11.

Specifications

1

12.

Site Visits

2

13.

Administration

14.

Copy of current page of logbook

15.

Other

1 1

1

2

1

2 1

1

1

1

3

2

1

5

1 

1 

 1

 1

 1

9 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.

Page number.

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

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

The hierarchy of information: G: (Data (D) on „noel‟ (G:))

Network drive

Workstations 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.


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 2nd 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.


ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIED WITH & 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 TO SCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.

REVISIONS:

BOUNDARY

2162

2228

BOUNDARY

BOUNDARY

8

REV.No.

DATE

DESCRIPTION

CARPORT

7 VILLAGE CLOSE

Existing paving

NGL 800 X 600 X 350

NOTES:

STREET ELEVATION.

ERF No. ----

C

LIVING ROOM

BEDROOM 2

4

D

6

1

BEDROOM 1

CARPORT Existing paving

3

800 X 600 X 350

2100

2

5925

B BEDROOM 2

BEDROOM 1

ERF No. ---

6085

D

3

6

7

A

8

1500

Existing wall BOUNDARY

B

20,00

6085

A

7

C

VILLAGE CLOSE FLOOR PLAN 1:100.

SITE & FLOOR PLAN. 1:100

A

5

1500

7076

5575

SITE & FLOOR PLAN 1:100.

4

5615 6085

A

5615

1

2

VILLAGE CLOSE

BOUNDARY

3210

5575

2100

1500

SECTION A-A.

BEDROOM 3

5

LIVING ROOM

7075

5615

B 3210

Existing C.W.C

800 X 600 X 350

BOUNDARY

3255 DINING ROOM

STUDY

ERF No. ---

KITCHEN

1. to ROOF TRUSSES: Prefabricated engineer designed Structural timber be Grade 6 unless shown trusses with approved gangnail/nail plate otherwise. and braced in accordance 2. P.C. lintols with min connectors, 4 courses oferected new brickwork with manufacturers specifications. with brickforce every course over all openings 2. not ROOF TRUSS3m. BRACING: 114X38 diagonal bracing over 900mm and exceeding (45deg) in nailed to of underside 3. Glazing to doors & windows excess 1m² or of rafters at each end of theFFL roof both planes. less than 300 mm above toin be safety-glazed 3. Rafters and trusses tied down 600mm into walls in accordance with National Building Regulations: with 1,2x30mm galv. hoop iron straps. Part N 4. tied Structural to 2,5mm be Grade 6 unless shown 4. Cavity walls to be togethertimber with 10 otherwise. galvanised crimped wire ties per square meter. 5. P.C.to lintols with min 4 courses of new brickwork 5. Damp proof membrane be 150mm above NGL with to brickforce every course over all openings 6. All 'waste water' fittings have 75mm over 900mm and not exceeding 3m. deep-seal traps. 6. min. Gable-end tied back 7. All windows to be 10% of walls floor area with to roof structure with 1,2x30mm hoop of iron straps @ 600c/c 50 % of window to be openableGMS and min. 0,2m² embedded in wall, bent over and fixed of window area in bathroom to 300mm be openable. to 2 as rafters. 8. New windows and doors per Alpha Omega 7. P.C. lintols + 2 courses of new 190 blockwork Catalogue. with brickforce every course over all openings 9. No portion of building to project over boundary. 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 LEGEND: in accordance with National Building Regulations: 1. Remove existing door & brick up opening. Part N 2. Remove existing 110 wall & make floor 10. Cavity walls to good be tied together with 10 2,5mm & ceiling. galvanised crimped wire ties per square meter. 3. Build in new shower & basin in new positions. 11. Damp proof membrane to be 150mm above NGL Existing W.C. to remain. 12. All soil pipes under floors to be encased 100mm 4. Form opening in existing wall and in new in concrete all build round door & window.13. No drainage pipes to be covered until inspected 5. Build in new lintols and 2,2m by wide andform approved theopening. Building Inspector 6. Remove existing kitchen cupboards, 14. All 'waste water' remove fittings to have 75mm existing wall, make good ceiling & build in new deep-seal traps. kitchen cupboards. 15. All windows to be min. 10% of floor area with 7. Composite h.w. posts to 50x50 brackets and min. of 0,2m² 50bolted % of window toGMS be openable cast in 800x800x300 footings. ofmass-concrete window area in bathroom to be openable. 8. New carport: 'Cliplok' prepainted roof and treads to be 16. Stair risers toChromodek be max. 200mm sheeting - see Legend for Roof formin details. min 250mm, 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. 7. No portion of building to project over boundary. 1.

BOUNDARY

BEDROOM 3

DINING ROOM

STUDY

20,00

19,50

SECTION B-B.

NOTES:

19,50

B

BOUNDARY

CARPORT ROOF PLAN. LEGEND: CARPORT ROOF: 1. 2. 3. 4. 5. 6. 7.

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

ARCHITECT:

OWNER: PROJECT :

PROPOSED ADDITIONS ON ERF No 998, ERF No. --@ -- VILLAGE CLOSE, KENRIDGE, VILLAGE CLOSE, KENRIDGE. DURBANVILLE: ALTERATIONS & ADDITIONS

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

DESCRIPTION :

Noel A Botha. Architect/Argitek

SCALE : DATE :

P.O.BOX 2281 CLAREINCH 7740 FAX./PH. (021)-6712335 CEL.082 4540060 23 SUSSEX STREET CLAREMONT 7708 noelarch@cybersmart.co.za

1:100

17-02-2011 24-11-2010

DRAWN :

N.A.BOTHA Y.S.

S.A.C.A. REGISTRATION No: ISAA. REG. No: PRACTICE No:

3709

2547 PB 2596

B367

PROJ. NUMBER :

DRG. NO. :

-02-01

REV. :


3

KITCHEN

Boundary

Boundary

5

ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIED WITH & 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 TO SCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.

REVISIONS: REV.No.

DATE

DESCRIPTION

LIVING ROOM

NGL

NGL

NGL

3

SECTION D-D

SOUTH ELEVATION

1

NOTES: 1. 2. 3.

4.

Boundary

8 4

9

7

5. 6.

Boundary

Boundary

7

7. 8. 9.

9

Structural timber to be Grade 6 unless shown otherwise. P.C. lintols with min 4 courses of new brickwork with brickforce every course over all openings over 900mm and not exceeding 3m. 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 N Cavity walls to be tied together with 10 2,5mm galvanised crimped wire ties per square meter. Damp proof membrane to be 150mm above NGL All 'waste water' fittings to have 75mm deep-seal traps. 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. New windows and doors as per Alpha Omega Catalogue. No portion of building to project over boundary.

1500

CARPORT DINING ROOM

Existing paving

6

LEGEND:

NGL

1. 2.

NGL

Existing wall

SECTION C-C

EAST ELEVATION

3. 4. 5. 6. 7. 8.

Boundary

9. 10.

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

9

ARCHITECT:

OWNER: PROJECT :

6

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

DESCRIPTION :

NORTH ELEVATION

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

Noel A Botha. Architect/Argitek

SCALE : DATE :

P.O.BOX 2281 CLAREINCH 7740 FAX./PH. (021)-6712335 CEL.082 4540060 23 SUSSEX STREET CLAREMONT 7708 noelarch@cybersmart.co.za

1:100

17-02-2011

DRAWN :

Y.S.

S.A.C.A. REGISTRATION No: ISAA. REG. No: PRACTICE No:

3709

B367

PROJ. NUMBER :

2547 PB 2596

DRG. NO. :

-02-02

REV. :


o 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. 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. 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. 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.

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.


ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIED WITH & 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 TO SCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.

REVISIONS:

GMS Handrail to Juliette Balcony

E8HvB

REV.No.

B3HvB 980 high

E8HvB

B2HvB 980 high

Existing common boundary wall

New common boundary wall

DATE

DESCRIPTION

Existing boundary wall on adjoining property

E8HvB B3HvB

REFERENCE SCHEDULE

C6HvB

DRG No.:

D E S C R I P T I O N

B273-05-01 REFERENCE DRAWING

B273-05-02 GROUND & FIRST FLOOR PLAN B273-05-03 ROOF & CEILING PLAN

2,4x2,2m high Sectional overhead Garage door

B273-05-04 SECTIONS

B273-05-05 ELEVATIONS

B273-05-06 FOUNDATION, DRAINAGE & BOUNDARY WALL PLAN

SOUTH ELEVATION

WEST ELEVATION

B273-05-07 PATIO PLANS, SECTIONS & ELEVATIONS B273-05-08 HANDRAIL DETAIL

B273-05-09 GENERAL DETAILS

B273-06-01 BATHROOM LAYOUTS

B273-07-02 FINISHING SCHEDULE

Existing precast wall on adjoining property.

B273-07-03 SANITARYWARE SCHEDULE B273-08-01 DRAWING REGISTER EXISTING STRUCTURE ON ADJOINING ERF.

5.240

9670

OK

00

3362

3000

0 17

18,140

IC3 IC1

8,420 New 8m wide carriageway crossing

+-84,5m TO NEXT COVER CL.22,736 IL.20,699

19,060 Existing boundary wall

EXISTING MUNICIPAL SEWER

SITE PLAN. 1:200

New Connection to Municipal Sewer

NOTE: 1.

FOR DETAILED SPECIFICATION SEE DRG. B273-04-14

3.

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

2.

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

5401

100mm diam. PVC soil pipe @ 1:60

6330

Existing Building

New common boundary wall IC3

19,680

1796

,5 80 10

ET RE A

Unit 2

ERF.No. ------

45

1,

230 924

S7

ERF.No. ------

Unit 3

PATIO tiles

1361

Unit 1

MILLER ROAD

B

Soil pipe encased in concrete 100mm all round.

IC2

ERF.No. ------

0

73

M

4312

5240

LOUNGE tiles

Exist pool

IC5

IC4

17,270

0

3880

GARAGE grano

Unit 4

ERF.No. ------

7 ,6

2810

Class 'A' 1/2hour self-closing fire dr.

ROOF OF GARAGE

3

23,640

ERF.No. ------

B

ST

90

1950

IC4

ERF.No. ------

180

860

5,

WC tiles

C

18,970

8,420

42

71

9882

IC2

G

DINING tiles

STORE

C

KITCHEN tiles

1810

G

IC5

E

3030

1230

230

E

New common boundary wall

12,850

Existing common boundary wall 150 diam. HR. P.C S.W channel

3052

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

Existing Sewer Connection

ERF.No. ------

19,370

A

B273-07-01 DOOR & WINDOW SCHEDULE

3075

D

230

300

5697

19,230

230

B273-06-02 KITCHEN LAYOUT

9,670

6157

9,560

?

1000

IC1

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

OWNER: PROJECT :

8m wide C.W.C. as shown on plans for Erf -----Connection to Municipal Sewer as shown on plans for Erf No. ------

COVERAGE CALCULATIONS D

180

230

2.6m x 2m high GMS sliding gate

A

2727

2957

180

230

2730

4060

230

GROUND FLOOR PLAN. 1:100

SITE AREA:

162,504m²

PROPOSED BULK:

129,26m²

PROPOSED COVER: 68,666m²

ARCHITECT:

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

DESCRIPTION :

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

Noel A Botha. Architect/Argitek

(42,26%)

(79,545%) SCALE :

P.O.BOX 2281 CLAREINCH 7740 FAX./PH. (021)-6712335 CEL.082 4540060 23 SUSSEX STREET CLAREMONT 7708 noelarch@cybersmart.co.za

1:100 &1:200

DATE :

10-01-2011

DRAWN :

N.A.B./Y.S.

2547 PB 2596

S.A.C.A. REGISTRATION No: ISAA. REG. No: PRACTICE No:

3709

B273

PROJ. NUMBER :

DRG. NO. :

-05-01

REV. :


6157 1230

1033

A

KITCHEN tiles

IC5

2

10

10

BEDROOM 3 carpet

2231

IC4

12

LOUNGE tiles

1

230

2

924

694

1100

5

04

PATIO tiles

330

5401

100mm diameter UPVC soil pipe @ 1:60

A

660 CL

IC3

CL

5

C

04

B

04

17

18

14

Roof of garage on ERF ------

D 04

2406

3778

Pergola over braai patio on ground floor.

A

04

CL

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

1033

230

2100

90

4108

CL 3507 6157

230

OWNER:

PROJECT :

IC1

9

17.1m²

668

7

13

BRAAI

04

43.6m²

9

DRESS RM carpet

6438

D

1050

2433

230

TOTAL WALL AREA=

Existing common boundary wall 3296

13

expansion joint

6

MAIN BEDROOM carpet

16

11

2500

Soil pipe encased in concrete 100mm all round

BATHRM 1 tiles

90

GARAGE grano

Garage of ERF -----as seperate contract

1

5240

5

B

1

WALL TILING AREAS:

8

12

1600

23,390 04

2200

3880

180

LOBBY tiles

15

4312

2810

230

943

NOTE:

TOTAL FLOOR AREA (external)=

14

14

DATE

DESCRIPTION

1935

12

BATHRM 2 tiles

11

23,640 180

7

26,340

90

1950

REV.No.

90

04

2100

810

6

90

180 90

EJ

Class 'A' 1/2hour self-closing fire door

9882

7

WC tiles

STORE

950

4

6

900

G

4

190

C

04

8

1810

740

04

D

90

D

IC2

13

950

4

11

BEDROOM 2 carpet

REVISIONS:

9882

G

DINING tiles

3253

2

3

3030

3

2626

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

8

9

600

3

E

05

230

1033

230

2654 04

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

E

05

90

2953

230

A

04

230

3032

230

1900

3302

90

190

4312

2205

ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIED WITH & 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 TO SCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.

230

230

6157

2320

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

10

ARCHITECT:

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

DESCRIPTION :

1:50 GROUND & FIRST FLOOR PLANS

Noel A Botha. Architect/Argitek

2.6m x 2m high GMS sliding gate

GROUND FLOOR PLAN.

FIRST FLOOR PLAN.

SCALE : DATE :

P.O.BOX 2281 CLAREINCH 7740 FAX./PH. (021)-6712335 CEL.082 4540060 23 SUSSEX STREET CLAREMONT 7708 noelarch@cybersmart.co.za 1:50

22-02-2011

DRAWN :

Y.S.

2547 PB 2596

S.A.C.A. REGISTRATION No: ISAA. REG. No: PRACTICE No:

3709

B273

PROJ. NUMBER :

DRG. NO. :

-05-02

REV. :


ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIED WITH & 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 TO SCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.

3

8

LEGEND FOR ROOF:

1. 2. 3. 4.

4

5. 6. 7. 8. 9. 10.

REVISIONS:

100X38mm wall plates Gangnailed roof trusses @ ±760mm c/c. 76x50mm S.A. Pine purlins @ max 1,1m c/c. Prepainted cottage profile chromadek roof sheeting @ 20° slope. Gms 'teco' brackets. 150x50 purlin/rafters @ max. 1,261m c/c. 228x32 laminated fascia. 'Ogee' seamless aluminium gutter. Galv. prepainted IBR roof sheeting @ 3° slope. Future roof over garage of erf -----as per seperate contract.

REV.No.

DATE

DESCRIPTION

standard coved cornice standard coved cornice

kitchen shelving

H.W.C

skimmed plasterboard ceiling

sloping RC soffit to stair painted R.C. soffit

650 X 650 access hatch void

B.I.C standard coved cornice

1

skimmed plasterboard ceiling

5

B.I.C

apex flashing.

8 6

painted R.C. soffit

U/S of IBR roof sheeting skimcoat to R.C. soffit

sidewall flashing with counter flashing.

2

ext. corner-trim flashing.

MIRRORED CEILING PLAN. 1:100

MIRRORED CEILING PLAN. 1:100

FIRST FLOOR

GROUND FLOOR

Galv. prepainted IBR roof sheeting @ 3° slope.

headwall flashing with counter flashing.

DP

spreader.

9

8

ext. corner-trim flashing.

7

DP

For roof over garage see DETAIL 'X' 10

'Ogee' seamless aluminum gutter.

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

ROOF PLAN. 1:50

DETAIL 'X'

ARCHITECT:

OWNER: PROJECT :

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

DESCRIPTION :

ROOF & CEILING PLAN

Noel A Botha. Architect/Argitek

SCALE : DATE :

P.O.BOX 2281 CLAREINCH 7740 FAX./PH. (021)-6712335 CEL.082 4540060 23 SUSSEX STREET CLAREMONT 7708 noelarch@cybersmart.co.za

1:50 / 1:100 25-02-2011

DRAWN :

Y.S.

S.A.C.A. REGISTRATION No: ISAA. REG. No: PRACTICE No:

3709

B273

PROJ. NUMBER :

2547 PB 2596

DRG. NO. :

-05-03

REV. :


Prepainted cottage profile chromadek roof sheeting @ 20°

pitch @ 25deg

Galv. prepainted IBR roof sheeting @ 3°.

sidewall sidewallflashing flashing with withcounter counterflashing. flashing.

Gable ext. corner edge-trim flashing. flashing. DTL. 2. wall keyed DTL. 1. Wall keyed for future for future extension extension as per as per seperate seperate contract. contract.

DTL. 12.

Z1

Z2S HVB

sectional overhead door

GARAGE grano

Z1

Z2S HVB

DTL. 9.

SPECIFICATION:

DTL. 4. DTL. 4.

GARAGE grano

F.F.L. 23,390

F.F.L. 23,640

F.F.L. 23,390

DTL. 2. DTL. 7. 800x300mm mass 800x280mm conc. footings concrete footings.

800x300mm mass concrete footings.

800x280mm mass conc. footings

ELEVATION ON D-D

SECTION B-B NOTE:

For detail sections see drg. B273-05-09

Coverland or equal rooftiles on battens on underlay.

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

2450

315

BEDROOM 3 BEDROOM 3

DTL. 1.

First floor slab and stairs: Precast bydesign structural Dismar or equal approved. to be as per Structural Struc. Eng. design to be as design and perspecifications. Struc. Eng. design and specifications. DTL. 6. GMS Handrail to Juliette Balcony

MAIN BEDROOM MAIN BEDROOM

DTL. 7. BATHROOM 1 tiles

DTL. 8.

F.F.L. F.F.L. 26,340 26,340

F.F.L. 26,340 DTL. 9.

DTL. 11.

LOUNGE tiles F.F.L. F.F.L. 23,640 23,640

DTL. 10.

DTL. 6.

WC tiles

BRAAI 1700

DINING tiles

PATIO tiles

STORE

800

2470

DTL. DTL. 5.5.

F.F.L. 23,640

DTL. 8. DTL. 10.

SECTION A-A

800x300mm mass concrete footings.

ROOF: Prepainted 'cottage profile' chromadek roof sheeting @ 20° on 76x50SPECIFICATION: S.A. pine purlins @ max. 1,1m c/c all as per manufacturers specifications ROOF: on gangnail roof trusses @ max. 760c/c. Trusses to be as Coverland per Structural Engineer's design specifications and to be or equal concrete roof tiles @ 25deg on&38x38 S.A. pine battens @ 320c/c tied onto 114x38 wallplate and tied down into wall with galv. hoopon yellow pvc underlay all as per manufacturers specifications on gangnail roof trusses iron ties built into top six courses. @ max. 750c/c. Trusses to bebrick as per Structural Engineer's design & specifications. Garage: Galv. IBR roof sheeting 3° slope Trusses to beprepainted tied to 114x38 wallplate tied down onto wall@ with galv. hoop on150x50 iron ties built purlin/rafters @ 1,261m into top six brick courses. c/c. RAINWATER GOODS: RAINWATER GOODS: 100mmØ H.R. seamless aluminium gutters on 228x32 laminated diam. H.R. seamless aluminium gutters on 228x32 laminated fascia with 75mm fascia 100mm with 75mmØ aluminium downpipes. diam. aluminium downpipes. CEILINGS: CEILINGS: Ground Floor: Underside of precast concrete slab to be skimmed with cretestone. Standard throughout. Ground Floor: Underside75mm of precastcoved concretecornice slab to be skimmed with cretestone.Standard First Floor:To 6,4mm skimmed plaster-board ceiling on 38x38 75mm covedbe cornice throughout. All to manufacture's details & specifications. First Standard Floor:To be 6,4mm skimmed plaster board ceiling on 38x38 battens. Standard battens. 75mm coved cornice throughout. coved cornice throughout. All specifications. to manufacture's details & specifications. All to 75mm manufacture's details & WALLS: WALLS: CavityCavity walls with 10galv. galv. crimped tiesmetre. per Stepped square metre. walls with 10 crimped wire ties wire per square brickgrip DPC Stepped brickgrip DPCholes with weepc/c. holes at to 600mm c/c.with All110mm wallsCalsica to be with weep at 600mm All walls be constructed bricks constructed with 90mm CoroMaxi 90bricks (byexternally. 'Corobrick'), (by 'Inca'), plastered internally and with face Plasteredplastered cills internally internally and externally. Plastered and externally to be soldier course facebrick.cills internally and externally. FOUNDATIONS: FOUNDATIONS: Strip footings to be 800mmx300mm mass concrete. Strip footingsto to 230mm 280mm wallswalls to be 800mmx280mm mass concrete. 220 & 110mm 190 &walls 90mm walls to havemass 700mmx280mm masstoconcrete to have 750mmx230mm concrete footings. Generally comply with footings. Generally toBuilding comply with National Building Regulations. National Regulations. Existing 'Gunite' pool to be demolished where required REINFORCED CONCRETE: and filled with suitable soil/hardcore compacted in layers not exceeding 150mm to a First floor precast floor slab & and stairs to be in compaction of 98%concrete AASHTO. Foundations, bases floor slab over built old poolstrictly to be accordance Structural Engineer's design & and specifications. strictly inwith compliance with Structural Engineer's requirements specifications. Expansion joints to be built in positions & to detail as directed by REINFORCED CONCRETE: Engineer. First floor precast concrete floor slab & stairs to be built strictly in WINDOWS: accordance with Structural Engineer's design & specifications. To be selected Redhard meranti frames by Alpha Omega Joiners Expansion joints to be built in positions & to detail as directed by engineer. as per window & door schedule drg. B273-07-01. WINDOWS: DOORS: To be epoxy-powdercoated withor top equal hung friction stayed opening All timber doors to be exaluminium Alpha frames Omega approved. sections doors as per window schedule. All internal are to be Decorative - 'Regency' in standard meranti or equal approved door frames. DOORS: FLOORS: All timber doors to be ex Swartland Joinery or equal approved. All internal doors are Ground floor: 30mm screed on 100mm 15MPA mass concrete slab to be Decorative- 'Regency' in standard meranti or equal approved door frames. on 250 micron DPC. on 50mm sandbed on hardcore consolidated in layersFLOORS: not exceeding 150mm to 98% AASHTO. Ground floor floorslab to be 100mm 15MPA mass concrete on 250 micron First Floor: 30mm screed on 200mm thick R.C. slab as DPC. per on Struc. Eng. 50mm on hardcore consolidated in layers not exceeding 150mm to design andsandbed specifications. 98% AASHTO. First floor to be precast concrete decking system by Specialists. STAIRCASE: Floor finishes to be carpet or National tiles as indicated on plan on min. 30mm S+C screed. Staircase to comply with Building Regulations: toprail & STAIRCASE: balusters to be 40mm dia. galv. m.s. with 6mm base plates bolted Staircasewith to comply with National BuildingRawlbolts Regulations:Toprail & balusters to be 40mm to concrete 10mm dia. galv. (to Structural Engineer's dia. galv. m.s. with 6mm rail base to plates to concrete with 10mm galv.15mm Rawlbolts specification). Bottom bebolted 32x6mm galv. m.s.dia. with (to Structural Engineer's specification). rail to250mm be 32x6mmand galv. risers m.s. with193mm. 15mm solid vertical bars @ 100mm c/c.Bottom Treads vetical bars @ 100mm c/c. Treads 250mm and risers 193mm. to be tiled. to be solid tiled. SKIRTING: SKIRTING: 76x22mm moulded meranti to be to sanded sealed with 2 cts 'Rubol' or equalapproved 76x22mm moulded meranti be and sanded and sealed with timber preservative. Bathrooms to have to tile have skirting tile (half floor tile against wall). timber preservative. Bathrooms skirting (half floor tile against wall). TILING: TILING: Kitchens to be tiled to 2,1m height or to u/s of overhead units. Bathrooms to be tiled to Kitchens be Non-slip tiled to 2,1m height or to staircase, u/s of overhead units. 2,1mto height. ceramic floor tiles to kitchen, firstfloor landing & Bathrooms to be tiled to 2,1m height. Non-slip ceramic floor tiles bathrooms. to kitchen, staircase, firstfloor landing & bathrooms. LINTELS: LINTOLS: Prestressed concrete lintols to be built in over all openings with min 4 brick courses Prestressed lintols to Min. be built over& all openings over with concrete brickforce in every course. bearing:in 150mm max. span: 3,00mwith min 4 brick courses over door with brickforce every course. Min. bearing: Lintol over garage to be pre-stressed in lintol by Stresso I D Lintols (Pty.) Ltd. 150mm & max. span: 3,00m. Lintol over garage door to be pre-stressed DTL. 9. GLAZING. lintol by Stresso I D with Lintols Ltd. All glazing to comply N.B.R. (Pty.) NN1. Glass to be generally clear float glass with GLAZING. opaque glass to bathrooms and toilets. All glazing to comply with N.B.R. NN1. Glass to be generally clear float STORMWATER: DTL. 11. glass with opaque glass to bathrooms and toilets and selected rooms To discharge into 150mm H.R. precast concrete stormwater channels or 600 as per window & door schedule drg. B273-07-01. wide dished channels discharging into existing sub-surface stormwater system. STORMWATER: SECURITY To discharge intoGATE: 150mm H.R. precast concrete stormwater channels 5,0x2,0minto high automated galv. m.s.and security sliding gate withstormwater hardwood cladding discharging SW catchpits sub-surface system by specialist to be built into new opening in existing facebrick wall leading to kerbmanufacturer in street. on street boundary. SECURITY GATE: 2.6x2,0m high automated galv. m.s. security sliding gate by specialist manufacturer to be built into new street boundary wall.

OWNER: PROJECT :

N.G.L. 800x280mm mass conc. footings

DATE

DESCRIPTION

BEDROOM 1 carpet

F.F.L. 26,340

DTL. 3. DTL. 3.

Common common garage garagewall with wallerf with -------. erf 173892.

2606 2606

B4HvB

C6HvB

REV.No.

2470 2500

1700 Bottom of clear glass

1120

Cill height

B2HvB 980 high

B1HvB 450 high

REVISIONS:

2450

B1HvB 450 high

BOUNDARY BOUNDARY

Coverland or equal rooftiles on 38 X38 SA Pine battens battens on pvc underlay

ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIED WITH & 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 TO SCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.

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

ARCHITECT:

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

DESCRIPTION :

SECTIONS & PART ELEVATIONS

800x300mm mass concrete footings.

Noel A Botha. Architect/Argitek

SECTION C-C SCALE :

1:50

DATE :

22-02-2011

DRAWN :

NAB Y.S.

S.A.C.A. REGISTRATION No: ISAA. REG. No: PRACTICE No:

3709

B273

PROJ. NUMBER :

2547 PB 2596

DRG. NO. :

-05-04

REV. :


Prepainted cottage profile chromadek roof sheeting @ 20째

ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIED WITH & 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 TO SCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.

REVISIONS: REV.No.

GMS Handrail to Juliette Balcony

B2HvB 450 high

DATE

DESCRIPTION

B2HvB 450 high 1650

E8HvB

Weather proof grille from stove hood

E8HvB

Wall to rear of garage on erf -----keyed for future extension. Wall to rear of future garage on erf -----built as part of this project Existing wall on boundary with erf ------

Z7 Z7

2,4x2,2m high Sectional overhead Garage door

New common boundary wall

EAST ELEVATION ON E-E

B3HvB 980 high

B2HvB 980 high

1120

WEST ELEVATION

E8HvB

B3HvB

Existing boundary wall on adjoining property

ARCHITECT:

OWNER:

C6HvB

PROJECT :

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

DESCRIPTION :

SOUTH ELEVATION

ELEVATIONS

Existing wall on boundary shown dotted

Noel A Botha. Architect/Argitek

SCALE : DATE :

P.O.BOX 2281 CLAREINCH 7740 FAX./PH. (021)-6712335 CEL.082 4540060 23 SUSSEX STREET CLAREMONT 7708 noelarch@cybersmart.co.za

1:50

25-02-2011

DRAWN :

Y.S.

S.A.C.A. REGISTRATION No: ISAA. REG. No: PRACTICE No:

3709

B273

PROJ. NUMBER :

2547 PB 2596

DRG. NO. :

-05-05

REV. :


800x280 mass concrete footing.

Foundation for new garage.

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

ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIED WITH & 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 TO SCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.

NOTES:

230mm walls - 800 X 300 mass concrete footing 110mm walls - 600 X 280 mass concrete footing Reinforced brickwork columns - 800 X 800 X 300 mass concrete bases

REVISIONS: REV.No.

DATE

DESCRIPTION

Foundation for common boundary wall. Existing foundation for existing boundary wall.

G

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

800x300 mass concrete footings.

20mm exp. joint

B

IC5

A

2000

1075

2.6m x 2m high GMS sliding gate

800x800x300 mass concrete base.

1000

B

IC2

ELEVATIONS.

WC

G

ELEVATION.

COMMON WALL WITH ERF 173892

COMMON WALL WITH ERF 173893

4003

4891

1801

1802

exp jnt

2247

2.6m x 2m high GMS sliding gate

10

2247

IC4

2950

1400

8619

exp jnt

COMMON BOUNDARY WALL PLANS. 1:100

A

1933

1933

STREET BOUNDARY WALL PLAN. 1:100

800x300 mass concrete footings.

boundary.

Plastered coping.

440

140 GMS. security railing by specialists.

900

CP1 BOF

Brick pier core filled with concrete.

440

NGL

1900

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

Plastered coping.

1000

Soil pipe encased in concrete 100mm all round

2 x Y10 reinforcing bars cast into foundation.

NGL

NGL

Existing foundation for existing boundary wall.

800 x 800 x 280 mass concrete base.

CP2

SECTION A-A. 1:50 100mm diameter UPVC soil pipe @ 1:60

800x800x300 mass concrete base. Walls and piers to be constructed using 290x140x114 coromaxi bricks.

700x250 mass concrete footings.

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

20mm expansion joint.

330x330 brickwork piers. IC3

440

800x800x300 mass concrete base. Existing 'Dais Cotonifolia' (pom-pom tree): indigenous tree to be protected.

Foundation for common boundary wall.

SECT. THROUGH PIER. 1:50

SECTION B-B. 1:50

800x800x300 mass concrete base.

IC1

2x Y10 rebars in cavity filled with concrete.

700x250 mass concrete footings.

150 140 150 440

32mm GMS. hoop iron ties built into every second course.

PROJECT :

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

DESCRIPTION :

FOUNDATION, SUB-SURFACE DRAINAGE & BOUNDARY WALL PLAN

SECTION THROUGH PIER 1:20

Connection to Municipal Sewer.

edge of kerb.

FOUNDATION LAYOUT & SUB-SURFACE DRAINAGE PLAN 1:50

ARCHITECT:

OWNER:

Noel A Botha. Architect/Argitek

SCALE : DATE :

P.O.BOX 2281 CLAREINCH 7740 FAX./PH. (021)-6712335 CEL.082 4540060 23 SUSSEX STREET CLAREMONT 7708 noelarch@cybersmart.co.za

1:50, 1:100 25-02-2011

DRAWN :

Y.S.

S.A.C.A. REGISTRATION No: ISAA. REG. No: PRACTICE No:

3709

B273

PROJ. NUMBER :

2547 PB 2596

DRG. NO. :

-05-06

REV. :


ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIED WITH & 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 TO SCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.

REVISIONS: REV.No.

DATE

DESCRIPTION

1

2

E8HvB

E8HvB

2 3

PART WEST ELEVATION.

8

G

G

CL

2406 3943

5. 6. 7. 8.

5

Selected hardwood meranti rafters

F 639

CL

639

CL

CL

CL

230X50 selected meranti hardwood bearers.

3056 220 220

GROUND FLOOR PLAN.

F

440

F

Pergola over braai patio on ground floor

220

983 220

7

CL

220

F

CL 1064

CL

900

PATIO tiles

3296

13

213

6

G

G.M.S. Juliette balcony handrail: see drg.-08

Patio floor: Tiled to falls on 100mm mass concrete slab on 250micron DPC on compacted fill.

330

220

5

PATIO LEGEND:

4.

1050 2702

F

PLAN AT LOWER LEVEL.

150X50 selected red-hard meranti rafters.

2

883

220

983

900

110

220

G

230

679

220

PATIO tiles

3296

13

2702

660

924

924

582

330

CL

3.

3

1100

F

2.

1

4

1100

1.

1700

SECTION G-G.

4

1050

8

N.G.L.

SECTION F-F.

G

7

BRAAI

N.G.L.

5

230

PATIO tiles

800

800

4

7

1700

2403

3283

3

G

4106

3

PLAN AT HIGHER LEVEL.

OWNER: PROJECT :

ARCHITECT:

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

DESCRIPTION :

PATIO FLOOR PLANS, SECTIONS & ELEVATIONS

330X330 brick piers with Y12 rebar & cavity filled with concrete .

Noel A Botha. Architect/Argitek

800mm high tiled braai work-top. Fire-bricks

80mm concrete slab (Lintols?) SCALE :

P.O.BOX 2281 CLAREINCH 7740 FAX./PH. (021)-6712335 CEL.082 4540060 23 SUSSEX STREET CLAREMONT 7708 noelarch@cybersmart.co.za

1:50

DATE :

22-02-2011

B273

PROJ. NUMBER :

DRAWN :

S.A.C.A. REGISTRATION No: ISAA. REG. No: PRACTICE No:

3709

2547 PB 2596

DRG. NO. :

-05-07

REV. :


2

ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIED WITH & 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 TO SCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.

Handrail against side wall

1

REVISIONS: REV.No.

F.F.L. 26,340

F.F.L. 26,340

galvanised mild steel Juliette handrail installed to balcony of MAIN BEDROOM.

Handrail against side wall

4

2

2 1

DATE

DESCRIPTION

DTL. 4.

DTL. 2. fixed to wall with X4 M10 rawlbolts.

1 1028

3

F.F.L. 26,340

DTL. 5.

DTL. 3.

4 STORE

STORE

F.F.L. 23,640

F.F.L. 23,640

SECTION A-A

DTL. 1.

JULIETTE BALCONY HANDRAIL

A C

90

F.F.L. 23,640

SECTION B-B

B

ELEVATION

3

90

1900

835

C 900

3

DETAIL 4.

DETAIL 3.

DETAIL 5.

250 250

A

GROUND FLOOR PLAN

B

OWNER:

FIRST FLOOR PLAN

PROJECT :

STORE

ARCHITECT:

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

DESCRIPTION :

HANDRAIL DETAILS

LEGEND FOR HANDRAIL DETAILS:

1. 2. 3. 4.

DETAIL 1.

250

900 810

1950

DETAIL 2.

250

B

1115

A

900

C

250

STORE

A

C

B

100

950

950

Noel A Botha. Architect/Argitek

20 X 20mm Solid G.M.S baluster. 40mm Diameter G.M.S pipe railing. 6m x 200mm x 100mm G.M.S base-plate. 4 x 12mm Diameter G.M.S rawlbolt.

SECTION C-C

SCALE :

P.O.BOX 2281 CLAREINCH 7740 FAX./PH. (021)-6712335 CEL.082 4540060 23 SUSSEX STREET CLAREMONT 7708 noelarch@cybersmart.co.za

1:25

DATE :

18-04-2011

DRAWN :

R.A./Y.S.

S.A.C.A. REGISTRATION No: ISAA. REG. No: PRACTICE No:

3709

B273

PROJ. NUMBER :

2547 PB 2596

DRG. NO. :

-05-08

REV. :


2

3

11

4

10

13

11

10

12 7 8

5

27

14 17

18 5

ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIED WITH & 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 TO SCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.

16

18

200

1

REVISIONS: REV.No.

6 26

9

8

14

9

DATE

DESCRIPTION

18

15 26

DETAIL 1.

DETAIL 2.

DETAIL 1.

DETAIL 3. 9

DETAIL 2.

DETAIL 3.

20

DETAIL 4. DETAIL 4.

DETAIL 5. DETAIL 5.

18

16

17 24

40

24

22

100

18

21

LEGEND FOR DETAILS:

1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28.

9

N.G.L.

23

26

8

DETAIL 8. 8. DETAIL

24 N.G.L.

N.G.L.

18

DETAIL 7. 7. DETAIL

DETAIL DETAIL 6. 6.

18

18 18

DETAIL 9. DETAIL 9.

38

DETAIL 10. DETAIL 10.

Prepainted cottage profile chromadek roof sheeting @ 20°. Gangnailed roof trusses. 76x50 S.A. Pine purlins @ max 1,1m c/c. 100x38 wall plate. 228x32 laminated fascia. 'Flexit' fibre cement eaves soffit lining on 38X38 battens. Skimmed 6mm plaster board ceiling Standard 75mm coved cornice. 75mm Ø down pipe. 100mm Ø 'Ogee' seamless aluminium gutter. Galv. Chromodek IBR roof sheeting @ 3° slope. 150x50 purlin/rafters @ 1,261m c/c. Gable edge-trim flashing. Sidewall flashing with counter flashing. Gms 'teco' brackets. 76x22 meranti skirting. 200mm thick R.C. floor slab to Struc. Eng. design and specs. DPC. Apex flashing. Sectional overhead garage door. Brick paving to under sectional overhead garage door. 75mm step in slab. 100mm thickening of slab @ door. 100mm thick mass concrete slab. Plastered cills (internal + external). Drip. Bagged brickwork finish. Tiles laid to falls.

14 25

11 19

18

12

27

DETAIL 11.

DETAIL 11.

DETAIL 12.

DTL. 1.

DTL. 1.

DTL. 7.

DTL. 6. DTL. 12.

DTL. 3. DTL. 3. DTL. 2. DTL. 4. DTL. 1. DTL. 4.

DTL. 8.

DTL. 9.

DTL. 9. DTL. DTL.5. 5.

DTL. DTL. 11. 9. WC tiles

DTL. 11.

OWNER: PROJECT :

DTL. DTL. 10. 6.

DTL. 7. DTL. 2.

ELEVATION ON D-D ELEVATION ON D-D

SECTION B-B SECTION B-B

SECTION SECTIONA-A A-A

DTL. 8. DTL. 10.

ARCHITECT:

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

DESCRIPTION :

DETAILS

Noel A Botha. Architect/Argitek

SECTIONC-C C-C SECTION SCALE :

1:10

DATE :

12-04-2011

DRAWN :

NAB Y.S.

S.A.C.A. REGISTRATION No: ISAA. REG. No: PRACTICE No:

3709

B273

PROJ. NUMBER :

2547 PB 2596

DRG. NO. :

-05-09

REV. :


1366

918

"

2100 Bath

ELEVATION A A ELEVATION

ELEVATION B B ELEVATION

ELEVATION C C ELEVATION

ELEVATION D D ELEVATION

1179

400

A

D

DATE

DESCRIPTION

187

B

REV.No.

900

C

500

1165

1538

A

WC

REVISIONS:

D

2100

600

WHB

B

500

2100

C

850

6 4 9

'0 d0

918 345

45

ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIED WITH & 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 TO SCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.

2231 2231

590

Bath 1200

900 2100 2100

BATHROOM 2 1:25 BATHROOM 1 1:25

90

1010

900

1350

H

E F

G

Bath

H

E

ELEVATION E

ELEVATION F

ELEVATION E

ELEVATION F

ELEVATION G ELEVATION G

ELEVATION H ELEVATION H

850

3

F

69

1165

600

518

2100

EN-SUITE BATHROOM 1:25 BATHROOM 2 1:25

1734

K J

I

L

850

2200

61

8

G

2100

600

518

1000

PROJECT :

100 190

384

OWNER:

800

ELEVATION I

ELEVATION J

ELEVATION K

ELEVATION L

ARCHITECT:

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

DESCRIPTION :

BATHROOM LAYOUTS & ELEVATIONS

Noel A Botha. Architect/Argitek

353

WC (guest bathroom) 1:25 SCALE : DATE :

P.O.BOX 2281 CLAREINCH 7740 FAX./PH. (021)-6712335 CEL.082 4540060 23 SUSSEX STREET CLAREMONT 7708 noelarch@cybersmart.co.za

1:50

08-03-2011

DRAWN :

Y.S./R.A. N.A.BOTHA

S.A.C.A. REGISTRATION No: ISAA. REG. No: PRACTICE No:

3709

2547 PB 2596

B273 -06-01 PROJ. NUMBER :

DRG. NO. :

REV. :


ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIED WITH & 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 TO SCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.

REVISIONS:

DATE

DESCRIPTION

2500

600

932

REV.No.

SPECIFICATION: 1.

900

2. 3.

75

4. 5. 6.

ELEVATION C.

7. 8.

ELEVATION D.

All divisions, bottoms, ends, and shelving to be 16mm melamine board with exposed edges sealed with PVC edging strip. Doors: to be supawood PVC wrapped doors: colour to be selected Drawer & cupboard handles: 'Roco Egoki' oval arch EOO28SS or equal approved. Concealed hinges. Granite counter tops: Alternative Ceasarstone or laminated bamboo

Backing to cupboards to be white tempered hardboard or equal approved. Stainless steel sink: Franke ARX621LHr917 Stove installation: oven Defy DB0456, hob Defy DHD 358, extractor Defy DCH250

620

2205

1080

75

Washing machine

Dish washer

905

Dish washer

A

Fridge

D

75

B

190

7.752

C

505

1731

620

Washing machine 672

ELEVATION A.

700 620

833

ELEVATION B.

Fridge

OWNER: PROJECT :

ARCHITECT:

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

DESCRIPTION :

KITCHEN DETAIL LAYOUT & ELEVATIONS

Noel A Botha. Architect/Argitek

KITCHEN PLAN. 1:25 SCALE : DATE :

P.O.BOX 2281 CLAREINCH 7740 FAX./PH. (021)-6712335 CEL.082 4540060 23 SUSSEX STREET CLAREMONT 7708 noelarch@cybersmart.co.za

1:25

08-03-2011

DRAWN :

Y.S.

S.A.C.A. REGISTRATION No: ISAA. REG. No: PRACTICE No:

3709

B273 -06-02 PROJ. NUMBER :

2547 PB 2596

DRG. NO. :

REV. :


ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIED WITH & 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.

750

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

945

850

'TILES' ON LANDING: RAVINE TILE 440X440X15

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

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

6157

3544

9865

770

770

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.

5375

GARAGE

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

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

3937

975

RAMP

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

253

932

3741

GRASS

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

1520

5106

PAVING LAYOUT. 1:50

PROJECT :

DESCRIPTION :

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

PAVING LAYOUT

Noel A Botha. Architect/Argitek

P.O.BOX 2281 CLAREINCH 7740 FAX./PH. (021)-6712335 CEL.082 4540060 23 SUSSEX STREET CLAREMONT 7708 noelarch@cybersmart.co.za

SCALE : DATE :

1:50

17 JUNE 2011

DRAWN :

N.A.B./Y.S.

2547 PB 2596

S.A.C.A. REGISTRATION No: ISAA. REG. No: PRACTICE No:

3709

B273

PROJ. NUMBER :

DRG. NO. :

-06-03

REV. :


Z4 1.

Z2S HVB 4.

DOOR LEAF: FRAME: IRONMONGERY: FINISH - FRAME: - LEAF:

Selected hardwood. Selected hardwood.

TOTAL REQUIRED:

2032

REV.No.

Flush door & frame.

6, 12, 13, 15.

7, 14, 16, 17.

Selected hardwood with glazed panels. Selected hardwood.

Selected hardwood. Selected hardwood.

Semi-solid flush door. Y1 frame.

Semi-solid flush door. Y1 frame.

Sand & seal with approved wood preservative.

Sand & seal with approved wood preservative.

Sand & seal with approved wood preservative.

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

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

1.

1.

1.

4.

Type Z2 HVB stable door.

None.

6mm Georgian wired glass: opaque

None.

2400

1227

None.

4.

2600

900

860

935

2032

2032

1614

None

DATE

DESCRIPTION

Flush door & frame.

2000

GLAZING:

REVISIONS:

F.L+B gate.

Panel door.

2000

DESCRIPTION: SPECIFICATION:

Z11. 11.

2100

DOOR TYPE & C0DE: DOOR NUMBER:

ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIED WITH & 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 TO SCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.

762

2032

813

2032

813

2032

813

2, 18.

Rebated double door.

Selected hardwood with glazed panels.

Selected hardwood with glazed panels.

Sand & seal with approved wood preservative.

Sand & seal with approved wood preservative.

1.

2.

Selected hardwood.

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

5.

DOOR BY 'GENIE' OR EQUALLY APPROVED.

G.M.S SLIDING GATE

G.M.S PEDESTRIAN GATE

GATE BY SELECTED SPECIALIST.

GATE BY SELECTED SPECIALIST.

9.

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

None.

1.

1.

1725

Sand & seal with approved wood preservative.

Sand & seal with approved wood preservative.

4mm clear float glass.

4mm clear float glass.

2.

2.

CLEAR

OPAQUE

605

FRAME DETAIL:

GLAZING:

TOTAL REQUIRED:

C6HvB. 2, 3.

Sand & seal with approved wood preservative.

Sand & seal with approved wood preservative.

4mm opaque glass.

4mm clear float glass.

Selected hardwood casement.

1.

Selected hardwood casement.

2.

2285

7, 10.

Sand & seal with approved wood preservative.

Sand & seal with approved wood preservative.

Sand & seal with approved wood preservative.

2.

1.

1.

Selected hardwood casement.

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

1725

B4HvB 4.

2285

B3HvB 1.

605

WINDOW TYPE & C0DE: WINDOW NUMBER:

OPAQUE

B3HvB 5.

900

700

TOTAL REQUIRED:

B2HvB

1.

Selected hardwood casement.

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

Selected hardwood casement.

4mm clear float glass.

1540

GLAZING:

B2HvB 8, 9.

Selected hardwood casement.

1.

CLEAR

B1HvB 11, 12.

Selected hardwood casement.

Veneered blockboard with HW edging

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

1725

FRAME DETAIL:

8.

Y1 frame.

Selected hardwood.

1165

WINDOW TYPE & C0DE: WINDOW NUMBER:

10.

HATCH TO STORE

700

Rebated double door.

450

TOTAL REQUIRED:

3.

SECTIONAL OVERHEAD GARAGE DOOR

980

GLAZING:

Z7 Y3

980

DESCRIPTION: SPECIFICATION: DOOR LEAF: FRAME: IRONMONGERY: FINISH - FRAME: - LEAF:

Z7 Z7

450

DOOR TYPE & C0DE: DOOR NUMBER:

E8HvB. 6, 13, 14.

OWNER: PROJECT :

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

DESCRIPTION :

DOOR & WINDOW SCHEDULE

Noel A Botha. Architect/Argitek

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

3.

ARCHITECT:

SCALE :

P.O.BOX 2281 CLAREINCH 7740 FAX./PH. (021)-6712335 CEL.082 4540060 23 SUSSEX STREET CLAREMONT 7708 noelarch@cybersmart.co.za

1:50

DATE :

MARCH 08

DRAWN :

Y.S.

S.A.C.A. REGISTRATION No: ISAA. REG. No: PRACTICE No:

3709

B273

PROJ. NUMBER :

2547 PB 2596

DRG. NO. :

-07-01

REV. :


CPUT 2nd year architectural technology

B376 Wesley Road, Claremont -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 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: 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 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 crossroad. 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.


ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIED WITH & 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 TO SCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.

REVISIONS: REV.No.

V.V.

V.V. Existing D.P. extended.

Spreader.

SS2 HvB 1150 high

DATE

DESCRIPTION

C8HvB SS2 HvB 1150 high

SS2 HvB 1150 high

NOTES: 1.

N.G.L.

Existing D.P.

N.G.L.

Existing D.P.

WEST ELEVATION.

Existing soil pipe.

2.

N.G.L.

Existing D.P. extended.

NORTH ELEVATION.

3.

EAST ELEVATION.

4. 5.

1000

6.

2

2

7.

2

2450

8. 9.

BATHRM

11.

BEDROOM2

12. 13.

7

LIVING ROOM

FAMILY ROOM

BEDROOM1

1 FAMILY ROOM

2330

2590

10

BEDROOM2

8

2100

8

10.

6

LIVING ROOM

DINING/ KITCHEN

14.

FAMILY ROOM

15. 16.

N.G.L.

3000

E

C

E 290 3240

B.I.C. 950

280

BATHRM

B

A

5

B FAMILY ROOM

D.P. 600

100 5670

6.

9.

B

2350

600

line of building above. D.P.

Remove existing staircase & make good walls + floor. Remove existing roof & first floor structure. Retain brick party wall on boundary. Remove existing door, build in new lintols & form new opening in existing wall. 231x70 Cape Lam beam on concrete pads formed on top of existing walls. New lightweight first floor timber structure: 225x9mm 'Nutec' building planks on lightweight pine stud frame constructed strictly as per SANS 10082: 2007 Building Codes. Existing floor over dining/kitchen to be retained. New suspended timber floor: 22x100 T+G floor boards on 228x50 SA Pine floor joists @ max 450 c/c all as per SABS 0163. Floor to bathrooms to be constructed as per SANS 10082: 2007. Existing chimney to be re-routed + sheathed in fire-proof material through first floor & roof.

7 DINING/ KITCHEN

N.G.L.

LIVING ROOM

4

600 100

A

LIVING ROOM

10.

BEDROOM1

5

A

1915

B.I.C.

5.

10

1

Existing soil pipe. Existing D.P.

5

BEDROOM2

1. 2. 3. 4.

DINING/KITCHEN

3465

1050 100

BATHRM

SECTION B-B.

3

100

EN SUITE

100

SECTION C-C.

2

100

SECTION D-D.

OWNER: PROJECT :

ARCHITECT:

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

DESCRIPTION :

FIRST FLOOR PLAN 1:100.

Noel A Botha. Architect/Argitek

E

D

E

D

C

PLANS, SECTIONS & ELEVATIONS

C

1080 1200 100 100 100

D.P.

LEGEND:

7. 8.

100

B

600

BEDROOM1 3300

A

D

C 5540

3610

100

B.I.C.

100

7

9

wall on other end of opening.

SECTION A-A.

N.G.L.

D

N.G.L.

ROOF TRUSSES: Prefabricated engineer designed trusses with approved gangnail/nail plate connectors, erected and braced in accordance with manufacturers specifications. ROOF TRUSS BRACING: 114X38 diagonal bracing (45deg) nailed to underside of rafters at each end of the roof in both planes. Rafters and trusses tied down 600mm into walls with 1,2x30mm galv. hoop iron straps. Structural timber to be Grade 6 unless shown otherwise. P.C. lintols with min 4 courses of new brickwork with brickforce every course over all openings over 900mm and not exceeding 3m. All structural timber built into walls to be well tarred, creosoted or wrapped in a damp-proof membrane. 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 N Damp proof membrane to be 150mm above NGL All soil pipes under floors to be encased 100mm in concrete all round No drainage pipes to be covered until inspected and approved by the Building Inspector All 'waste water' fittings to have 75mm deep-seal traps. 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. 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. 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. New windows and doors as per Alpha Omega Catalogue. No portion of building to project over boundary.

GROUND FLOOR PLAN 1:100. SCALE : DATE :

P.O.BOX 2281 CLAREINCH 7740 FAX./PH. (021)-6712335 CEL.082 4540060 23 SUSSEX STREET CLAREMONT 7708 noelarch@cybersmart.co.za

1:100

21-06-2011

DRAWN :

Y.S.

S.A.C.A. REGISTRATION No: ISAA. REG. No: PRACTICE No:

3709

B376

PROJ. NUMBER :

2547 PB 2596

DRG. NO. :

-02-01

REV. :


ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIED WITH & 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.

6

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.

5

3

LEGEND:

1. 2. 3. 4. 5. 6. 7. 8.

100X38mm wall plate on top of light weight timber construction. 231x32mm laminated fascia. 76x50mm S.A. Pine purlins @ max 1,1m c/c. Gangnailed roof trusses @ ±720mm c/c. 'Ogee' seamless aluminium gutter. Prepainted cottage profile Chromadek roof sheeting @ 25° slope. Fibrecement 'building planks' on light weight timber stud framed structure. Existing chimney to be re-routed and sheathed in fire-proof material through first floor and roof.

8 2 4

1

6

7

ROOF PLAN 1:100.

B2HvB fixed

D.P. Spreader

Part of building on ERF 117921. Existing D.P. N.G.L. 5,22

19,62

SECTION E-E.

6,60

COVERAGE CALCULATIONS:

SITE AREA: 222m² EXISTING COVER: 82m² EXISTING BULK: 111,5m² PROPOSED COVERAGE: 82m² PROPOSED BULK: 138m²

0,90

7,32

ERF 117921 1

5,37

ERF 117920

28,09

SITE PLAN 1:200.

OWNER:

ARCHITECT:

Noel A Botha. Architect/Argitek

P.O.BOX 2281 CLAREINCH 7740 FAX./PH. (021)-6712335 CEL.082 4540060 23 SUSSEX STREET CLAREMONT 7708 noelarch@cybersmart.co.za

±19m TO FIRST AVENUE

3,35

1

,4 2

7,88

8

,9

WESLEY ROAD

3,70

2,51

0,97

3,60

3,16

REV.No. REVISIONS:

PROJECT: ALT. TO ERF -----, SCALE : -- WESLEY ROAD, CLAREMONT.

DESCRIPTION:

ROOF PLAN, SECTION E-E & SITE PLAN.

DATE

DESCRIPTION

DATE :

DRAWN :

1:100/ 1:200 22-06-2011 Y.S.

B376 -02-02 PROJ. NUMBER : DRG. NO. :


nd

CPUT 2 year architectural technology

B361 19 Princes Road, Claremont -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 first floor addition/alteration to an existing house. 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: 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 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.


boundary

boundary

boundary

boundary

boundary

1074

boundary

boundary

boundary

boundary

boundary

boundary

1132

Prepainted cottage profile chromadek roof sheeting @ 30°

ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIED WITH & 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 TO SCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.

REVISIONS: REV.No.

DATE

DESCRIPTION

12.055

WEST ELEVATION. WEST ELEVATION WEST ELEVATION

SOUTH ELEVATION. SOUTH ELEVATION

WEST ELEVATION

A EX.

MH2

A BEDROOM

SECTION A-A. SECTION A - A

'I' beam over

15.740

12.055

MH2

EX. LOUNGE ERF

EX.

boundary

boundary

2100

15.740

2100

EX. LOUNGE SEWING NOOK

STORAGE

EASTSTUDY ELEVATION.

STUDY

B

B

A

A

3

pull-down step ladder

PLAN AND SITE PLAN

1:100

PRINCES ROAD EX. BEDROOM

B B

B

B B

B

8

3554

100

1842

C

12.055

12.055 STUDY

A

STUDY

B

FIRST FLOOR B B BPLAN

12.055

1:100

B

B

100

B

100

EX. BEDROOM

boundary

EX. EX. EX. LOUNGE BEDROOM BEDROOM

270

SEWING NOOK

STORAGE

boundary

boundary

4 beam 'I' over EX. EX. LOUNGE LOUNGE

100 1640

C

15.740

12.055 EX. BEDROOM EX. EX. EX. KITCHEN KITCHEN KITCHEN EX. BEDROOM

2

boundary

15.740

A

7

4078

EX. BATHROOM 15.740

EX. EX. BATHROOM BATHROOM

MH3

100

MH3

B B

SECTION A - A

B

C

A

beam beam

MH4

connectors, erected and braced in accordance trusses withPrefabricated approved gangnail/nail plate ROOF TRUSSES: engineer designed with manufacturers specifications. connectors, erected and bracedplate in accordance trusses with approved gangnail/nail 2. ROOFwith TRUSS BRACING: 114X38 diagonal bracing manufacturers specifications. connectors, erected and braced in accordance (45deg) nailed to underside of114X38 rafters at each end 2. ROOF TRUSS BRACING: diagonal bracing with manufacturers specifications. of the(45deg) roof in both planes. nailed to underside of rafters at each end 2. ROOF TRUSS BRACING: 114X38 diagonal bracing 3. Rafters and trusses tied down 600mm into walls of the roofto inunderside both planes. (45deg) nailed of rafters at each end with 1,2x30mm galv. hoop iron straps. 3. the Rafters trusses tied down 600mm into walls of rooftimber in and both planes. 4. Structural to be Grade 6 unless shown with 1,2x30mm galv. hoop iron straps. 3. Rafters and trusses tied down 600mm into walls otherwise. 4. Structural timber to be Grade 6 unless shown with lintols 1,2x30mm galv. ironofstraps. 5. P.C. with min 4 hoop courses new brickwork otherwise. 4. Structural timber to be Grade 6 unless shown with brickforce course over allof openings 5. P.C. lintolsevery with min 4 courses new brickwork otherwise. over 900mm and notevery exceeding 3m. with brickforce course overbrickwork all openings 5. P.C. lintols with min 4 courses of new 6. Gable-end walls tied back roof structure over 900mm and notto exceeding 3m. with with brickforce every course over @ all 600c/c openings 1,2x30mm GMS hoop iron straps 6. Gable-end walls tied back to roof structure with over 900mm and not 3m. embedded 300mm in exceeding wall, bent straps over and fixed 1,2x30mm GMS hoop @ 600c/c 6. Gable-end walls tied back toiron roof structure with to 2 rafters. embedded 300mm in wall, bent over 1,2x30mm GMS hoop iron straps @blockwork 600c/cand fixed 7. P.C. lintols + 2 courses of new 190 to 2 rafters. embedded 300mm in course wall, bent over and fixed with brickforce all 190 openings 7. P.C. lintolsevery + 2 courses over of new blockwork to rafters. not2exceeding 3m. with brickforce every course over all openings 7. P.C. lintols + 2 courses of new 190 blockwork 8. All structural timber 3m. built into walls to be well not exceeding with brickforce every course over openings tarred, or wrapped a all damp-proof 8. exceeding Allcreosoted structural timber builtin into walls to be well not 3m. membrane. tarred, creosoted or into wrapped in damp-proof 8. All structural timber built to a be well or 9. Glazing to doors & windows in walls excess of 1m² membrane. tarred, creosoted or wrapped in be a damp-proof less than 300 mm above FFL to safety-glazed 9. Glazing to doors & windows in excess of 1m² or membrane. in accordance with National Building less than 300 mm above FFL to Regulations: be safety-glazed 9. Glazing to doors & windows in excess of 1m² or Part N in accordance with National Building Regulations: less than 300 above FFL to with be safety-glazed 10. Cavity walls tomm be tied together 10 2,5mm Part N in accordance with National Building Regulations: galvanised tiestogether per square meter. 10. N Cavitycrimped walls to wire be tied with 10 2,5mm Part 11. Damp proof membrane to be 150mm above NGL galvanised crimped wire ties per square meter. 10. Cavity walls to be tied together with 10 2,5mm 12. All soil pipes under floors to be encased 100mm 11. Damp proof membrane to be 150mm above NGL galvanised crimped wire ties per square meter. in concrete all round 12. All windows to be min. of floor area with 11. No Damp proof membrane to be10% 150mm above NGL 13. drainage pipes to be covered until inspected 50 % ofunder window to be and min. of 0,2m² 12. All soil pipes floors to openable beInspector encased 100mm and approved byarea the Building of window in bathroom to be openable. in concrete all round 14. All 'waste fittings to have 75mm 13. Stair water' risers to bebe max. 200mm treads to be 13. No drainage pipes to covered untiland inspected deep-seal traps. min 250mm, min width to be 750mm with clear and approved by the Building Inspector 15. All windows to be min. 10% of floor area with headroom 2,1m vertical to be provided. 14. All 'waste water'of fittings to have and 75mm 50 of window to 50mm be openable min. of 0,2m² 14.%INSULATION: thick mineral fibre wool deep-seal traps. of window area between in bathroom to be openable. insulation stud framing to walls and 40mm 15. Stair All windows tobe bemax. min. 200mm 10% of floor area with 16. risers to and treads to be mineral fibre wool insulation to min. ceilings. 50 % of window be openable and 0,2m² min 250mm, minto width to be 750mm withof clear of window of area in bathroom be openable. headroom 2,1m vertical toto be provided. 16. risers to be max. 200mm and treads to be LEGEND: 17. Stair Forced ventilation to internal ablutions to discharge min 250mm, width to be with clear to the outsidemin air at a rate 25 750mm l/sec per fitting with 1. fan Remove part to of existing structure. headroom of 2,1m vertical to roof be provided. the connected the lightswitch. 2. Retain brick party wall on boundary. 17. Forced ventilation to internal ablutions to discharge 3. theNew lightweight timber to outside air at a first rate floor 25 l/sec perstructure: fitting with lightweight timber frame with loadbearing the fan connected to thestud lightswitch. 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. 4. 203mmx102mmx25.33kg/m G.M.S 'I' beam on concrete pads formed on top of existing walls. 5. New suspended timber floor: 22x100 T+G floor boards on 114x50 SA Pine floor joists @ max 450 c/c 20,59m² all as per SABS 0163. 25,65m² 6. New Reinforced Concrete floor: First floor RC floor slab to be built strictly in accordance with Structural Engineer's design & specifications. 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. 1.

A

A

EX. BEDROOM

LOUNGE 109851 ERF 109855 ERF 109855

A

EX. KITCHEN EX. EX. LOUNGE KITCHEN

EX. BEDROOM

EX. KITCHEN

15.740

15.740

12.055 11.420

EX. LOUNGE

1850

B

EX. DINING ROOM

pull-down step ladder

3

2100

EX. BATHROOM

pull-down step ladder

SECTION B - B EX. SECTION B-B. BEDROOM SECTION B - B

NOTES: NOTES: 1. ROOF TRUSSES: Prefabricated engineer designed NOTES: trusses withTRUSSES: approved Prefabricated gangnail/nail plate 1. ROOF engineer designed

1:100

6 SEWING NOOK

2100

EX. EX. EX. EX. KITCHEN BEDROOM LOUNGE BEDROOM EX. EX. KITCHEN BATHROOM

boundary

boundary

boundary

EX. BEDROOM

4

STORE

1850

EX. LOUNGE

ERF 109855

boundary

MH3

beam

STUDY

200

pull-down step ladder

STUDY

934

EX. STORE

C

2100

ERF 109855

SOUTH ELEVATION

2100

boundary

MH2

1:100

1 boundary

12.055

STUDY

5 4

A

12.055

2

1:100 SOUTH ELEVATION

GROUND FLOOR PLAN 1:100.

OWNER:

15.750

15.740

15.740

PROJECT :

AA

ARCHITECT:

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

DESCRIPTION :

MH4

12.055

12.055 11.390

A ROAD PRINCES PRINCES PRINCES ROAD ROAD

EAST PLAN PLANELEVATION AND ANDSITE SITE PLAN PLAN PLAN AND SITE 1:100 1:100. PLAN

1:100

SKETCH PLAN 'A' PLANS, SECTIONS & ELEVATIONS. GROUND FLOOR PLAN, SITE PLAN & ELEVATIONS

MH4

A

A

FIRSTFIRST FLOOR FLOOR PLAN.PLAN

12.055

1:100 ROOF PLAN

A

A

NORTH 1:100 1:100 ELEVATION ROOF ROOF PLAN. PLAN

Noel A Botha. Architect/Argitek

12.055

1:100

SCALE : DATE :

P.O.BOX 2281 CLAREINCH 7740 FAX./PH. (021)-6712335 CEL.082 4540060 23 SUSSEX STREET CLAREMONT 7708 noelarch@cybersmart.co.za

1:100

21-09-2011 24-11-2008 07-06-2010

DRAWN :

N.A.BOTHA Y.S.

S.A.C.A. REGISTRATION No: ISAA. REG. No: PRACTICE No:

3709

2547 PB 2596

B361

PROJ. NUMBER :

DRG. NO. :

-02-01 -01-02

REV. :


nd

CPUT 2 year architectural technology

B357 21 Princes Road, Claremont -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 first floor addition/alteration to an existing house. 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: 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 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.


1074 1132

boundary boundary

boundary

boundary boundary

Prepainted cottage profile chromadek roof sheeting @ 30°

200 2100

EX. EX.LOUNGE KITCHEN

SECTION SECTIONB-B. B-B.

5

4

EX. KITCHEN EX. DINING ROOM

EX. LOUNGE

SECTION SECTION A-A. A-A.

A

ERF 109855

beam

beam

MH3

EX. EX. BATHROOM BATHROOM

A

A

A

EX. STORE 3

EX. KITCHEN

7

100

ERF ---------

MH2

1640

A

EAST EAST ELEVATION. ELEVATION.

A

12.210

15.740

STORAGE

SEWING NOOK

8

EX. KITCHEN

EX. BEDROOM EX. EX. DINING BEDROOM ROOM

STUDY

B

B

100

BB

'I' beam 4 over EX. EX. BEDROOM BEDROOM

4078

2

pull-down step ladder

STUDY 3554

270

BB

BB

BB

100

15.750

12.055

EX. LOUNGE

DPC

2100

EX. BEDROOM EX. LOUNGE

'I' beam over

STORE

2100

6

STUDY STUDY

2100

SEWING NOOK

boundary boundary

3

2100

boundary boundary

4

EX. EX. LOUNGE BEDROOM

Prefabricated engineer designed trusses with approved gangnail/nail ROOF TRUSSES: Prefabricated engineerplate designed connectors, erectedgangnail/nail and braced inplate accordance trusses with approved with manufacturers specifications. connectors, erected and braced in accordance 2.with ROOF TRUSS BRACING: 114X38 diagonal bracing manufacturers specifications. (45deg) nailed to underside ofdiagonal rafters at each end 2. ROOF TRUSS BRACING: 114X38 bracing of thenailed roof intoboth planes.of rafters at each end (45deg) underside 3.of the Rafters trusses tied down 600mm into walls roof and in both planes. with and 1,2x30mm hoop 600mm iron straps. 3. Rafters trusses galv. tied down into walls 4.with Structural timber be Grade 6 unless shown 1,2x30mm galv.to hoop iron straps. otherwise. 4. Structural timber to be Grade 6 unless shown 5.otherwise. P.C. lintols with min 4 courses of new brickwork with brickforce every courseof over openings 5. P.C. lintols with min 4 courses newall brickwork over 900mmevery and not exceeding 3m. with brickforce course over all openings 6.over Gable-end walls tied back to roof 900mm and not exceeding 3m. structure with 1,2x30mm GMS straps @ 600c/c 6. Gable-end walls tiedhoop backiron to roof structure with embedded 300mm in wall, bent and fixed 1,2x30mm GMS hoop iron straps @over 600c/c to 2 rafters. embedded 300mm in wall, bent over and fixed 7.to 2 P.C. lintols + 2 courses of new 190 blockwork rafters. with brickforce everyof course over all openings 7. P.C. lintols + 2 courses new 190 blockwork not exceeding 3m.course over all openings with brickforce every 8.notAll structural timber built into walls to be well exceeding 3m. tarred, creosoted or wrapped in a 8. All structural timber built into walls todamp-proof be well membrane. tarred, creosoted or wrapped in a damp-proof 9.membrane. Glazing to doors & windows in excess of 1m² or less than 300 & mm above in FFL to be of safety-glazed 9. Glazing to doors windows excess 1m² or inthan accordance National Regulations: less 300 mmwith above FFL toBuilding be safety-glazed Part N in accordance with National Building Regulations: 10. Cavity walls to be tied together with 10 2,5mm Part N galvanised crimped wire ties with per square meter. 10. Cavity walls to be tied together 10 2,5mm 11. Damp proof membrane to per be 150mm above NGL galvanised crimped wire ties square meter. All soil pipes under floors be encased 11.12. Damp proof membrane to beto 150mm above100mm NGL in concrete 12. All windows to all be round min. 10% of floor area with 13. drainage be covered 50 No % of windowpipes to beto openable anduntil min.inspected of 0,2m² and approved the Building of window area inby bathroom to beInspector openable. Allrisers 'waste fittings to have 75mm to be 13.14. Stair towater' be max. 200mm and treads mindeep-seal 250mm, traps. min width to be 750mm with clear 15. All windows to be min. 10% ofprovided. floor area with headroom of 2,1m vertical to be 50 % of window be openable and min. 14. INSULATION: 50mmto thick mineral fibre wool of 0,2m² of window area in bathroom openable. insulation between stud framingto tobe walls and 40mm 16. Stair fibre riserswool to be max. 200mm and treads to be mineral insulation to ceilings. min 250mm, min width to be 750mm with clear headroom of 2,1m vertical to be provided. LEGEND: 17. Forced ventilation to internal ablutions to discharge to the outside air at a rate 25 l/sec per fitting with 1. Remove part of existing rooflightswitch. structure. the fan connected to the 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. 4. 203mmx102mmx25.33kg/m G.M.S 'I' beam on concrete pads formed on top of existing walls. 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. 6. New Reinforced Concrete floor: First floor RC floor slab to be built strictly in accordance with Structural Engineer's design & specifications. 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. 1.

1 boundary

boundary

5

STUDY

100

DATE

DESCRIPTION

NOTES: NOTES: 1. ROOF TRUSSES:

SOUTH ELEVATION. NORTH ELEVATION.

2

B

REVISIONS: REV.No.

WEST ELEVATION. WEST ELEVATION.

B

ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIED WITH & 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 TO SCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.

1842

100

EX. LOUNGE

ARCHITECT:

OWNER: PROJECT :

ERF ERFNo.s No.s109855 -------- @ @ 19 -- PRINCES PRINCES RD. RD. HARFIELD HARFIELDVILLAGE: VILLAGE:ADDITIONS ADDITIONS&&ALTERATIONS ALTERATIONS

MH4

12.180

GROUND FLOOR PLAN, SITE PLAN & ELEVATIONS PLANS, SECTIONS & ELEVATIONS.

15.750

15.740

DESCRIPTION :

A A PRINCES PRINCES ROADROAD

PLAN PLANAND ANDSITE SITEPLAN PLAN 1:100. 1:100.

12.055

A

A

FIRST FIRST FLOOR FLOOR PLAN. PLAN.

12.055

A ROOF ROOF PLAN. PLAN.

A

Noel A Botha. Architect/Argitek

12.055 SCALE : DATE :

P.O.BOX 2281 CLAREINCH 7740 FAX./PH. (021)-6712335 CEL.082 4540060 23 SUSSEX STREET CLAREMONT 7708 noelarch@cybersmart.co.za

1:100

24-11-2008 21-09-2011

DRAWN :

N.A.BOTHA Y.S.

S.A.C.A. REGISTRATION No: ISAA. REG. No: PRACTICE No:

3709

2547 PB 2596

B357

PROJ. NUMBER :

DRG. NO. :

-01-01 -02-01

REV. :


o o CPUT 2nd year architectural technology

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: 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 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. 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,

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. 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.


1

2

160

4285

1530

1.

3265

2.

Boundary

3. 4. 5.

Existing manhole

200mm Diam. PVC high 200mm stormwater Diam. PVC high pressure pipe. pressure stormwater pipe.

Compacted fillfill Compacted

GENERAL NOTES:

Existing connection to Municipal sewer

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

3

9

BEAM ABOVE 4

1.

6

6

6

4925

5

2500 2475

E

"

14.

15.

16.

0

9 Line of Building Above

F

Outline of Building Above

1

3 d

0

'5

"

Parking lot Retaining Wall Below

10.

3000

11.

12.

13.

J

1000

14.

K

15.

16. 2881 17.

18.

23038

SITE PLAN

1:200

L

3

1000

2

17.

Edge of balcony above 5611

LERAAR STREET

1350 1000

3

STORE

APPROVED PLAN No 77609 ----(03-07-2008)

3320

4330 4666 4892

3

9.

6585 6926

600

2.

7336

13.

2475

4950

7

600

21123

8m CWC

6645

12.

100mm dia PVC agricultural drain

3.

600

2500 2500

4825

2337 2500 2292

1172 110

2475

330

1017

I

1600 1264

2337 2500 2292

4950

4

2500 2360

300mm² heavy duty S.W. grating.

2430 2360

Sump with submersible pump

4.

H

1350

4

11.

d0 '0

Outline of LineBuilding of Building Above Above

1623 1130 1623

3

8

1

1

3

90

2545

6.

'

A

DATE

DESCRIPTION

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

1. Retaining wall, Grid I, to South West corner moved. 21-06-2011 1. Retaining wall, Grid I, to South West corner moved. 21-06-2011 2. Grid L, moved 590mm. 2. Grid L, moved 590mm. 3. Struct. butresses on Grid 6 removed. 3. Struct. butresses on Grid 6 removed. 4. 300mm Walls, Grid B-E, omitted. 4. 300mm Walls, Grid B-E, omitted. 5. Wall moved by 25mm. 5. Wall moved by 25mm. 6. Parking bay (1, 15 & 16) dimensions altered. Parking bay (1, 15 & 16) dimensions altered. ROOF: 6. 7. Column reinstated between bays 2 & 3 on Grid 2 7. Column reinstated between bays 2 & on Grid 2 on 75x50 Prepainted GMS cottage profile roof sheeting @337deg slide C 1. Retaining I, to South corner moved. 21-06-2011 S.A. pine purlins @ wall, max. Grid 1100mm c/c, allWest 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. ROOF: RAINWATER GOODS: Prepainted GMS cottage profile roof sheeting @ 37deg slide laminated on 75x50 140mm diam. H.R. seamless aluminium gutters on 228x32 S.A. pine purlins max.aluminium 1100mm c/c, all as per manufacturers fascia with 75mm@ diam. downpipes. specifications on gangnail roof trusses @ max. 900c/c. Trusses to be CEILINGS: as per Roof Truss Manufacturer's structural design specifications. Ground Floor: Underside of precast conc. slab to be&skimmed with Trusses to be cornice. tied to 90x50 wallplate tied down onto wall with galv. 75mm coved hoop iron ties be built into top six brick courses. First Floor:To 6,4mm skimmed plaster board on 38x38 battens with RAINWATER GOODS: standard 75mm coved cornice. All to manufacture's specifications. 140mm H.R. skimmed seamless plaster aluminium gutters on 228x32 laminated Attic:To diam. be 6,4mm board between roof trusses fascia with 75mm diam. aluminium downpipes. WALLS: CEILINGS: Cavity walls with 10 galv. crimped wire ties per square metre. Stepped Ground Underside of precast conc. slab to be skimmed brickgripFloor: DPC with weep holes at 600mm c/c. All walls to be with 75mm covedwith cornice. constructed 90mm Maxi bricks, plastered internally and externally First Floor:To be 6,4mm board on 38x38to battens with plaster mouldings asskimmed indicatedplaster and weather grooves u/s of with all standard 75mm Plastered coved cornice. All to manufacture's specifications. external lintols. cills internally and externally. Attic:To be 6,4mm skimmed plaster board between roof trusses FOUNDATIONS: WALLS: Strip footings to 230mm and 190mm walls to be 850mmx280mm Cavity walls with 10 galv. crimped ties per square metre. Stepped mass concrete. 90mm walls to havewire 500mmx230mm mass concrete brickgrip DPC with weep holeswith at 600mm c/c. All walls to be footings. Generally to comply National Building Regulations. constructed WINDOWS: with 90mm Maxi bricks, plastered internally and externally with mouldings as indicated and weather grooves to or u/sequal of alla To beplaster meranti timber windows, ex Swartland: Cape Culture external Plastered cills andsealed externally. pproved.lintols. Window frames to beinternally sanded and with 2cts Rubol or FOUNDATIONS: equal approved timber preservative. Strip footings to 230mm and 190mm walls to be 850mmx280mm DOORS: mass concrete. 90mm walls to mass concrete All doors to be ex Swartland or have equal500mmx230mm approved. All internal doors are footings. Generally to comply with National to be Decorative 'Regency' in standard galv.Building pressedRegulations. metal door frames. WINDOWS: All external doors to be glazed meranti 'Happy' doors in meranti frames To be finished meranti as timber windows, ex Swartland: Cape Culture or equal a to be for windows. pproved. FLOORS: Window frames to be sanded and sealed with 2cts Rubol or equal approved timber preservative. Ground floor construction to be 100mm 15MPA mass concrete on 250 DOORS: micron DPC. on min 150mm fill consolidated to 98% AASHTO. First floor All doors to be ex or equal approved. All internal are to be 'Topfloor' or Swartland equal approved precast concrete flooring doors system all to standard galv. pressedFloor metal door frames. as be perDecorative Structural 'Regency' Engineer'sindetails & specifications. finishes to be All external doors to be glazed meranti 'Happy' doors inscreed. meranti frames carpet or tiles as indicated on plan on min. 30mm S+C to be finished as for windows. STAIRCASE: FLOORS: Stairs to comply with National Building Regulations:Toprail & balusters Ground floor dia. construction towith be 100mm 15MPA mass concrete on 250 to be 40mm galv. m.s. 6mm base plates bolted to concrete micron DPC.dia. on min fill consolidated 98% AASHTO. First floor with 10mm galv.150mm Rawlbolts (to Structuralto Engineer's specification). to be 'Topfloor' or32x6mm equal approved precast flooring system all Bottom rail to be galv. m.s. with concrete 15mm solid vetical bars @ as per Structural Engineer's details & specifications. finishes to be 125mm c/c. Treads 260mm and risers 193mm. to beFloor tiled. carpet or tiles as indicated on plan on min. 30mm S+C screed. SKIRTING: STAIRCASE: 76x22mm moulded meranti with finish to be as for windows. Stairs to comply with National Building Regulations:Toprail Bathrooms to have tile skirting (half floor tile against wall).& balusters to be 40mm dia. galv. m.s. with 6mm base plates bolted to concrete TILING: with 10mm dia. galv. (to or Structural specification). Kitchens to be tiled toRawlbolts 1.2m height to u/s ofEngineer's overhead units. Bottom rail to to be be tiled 32x6mm galv. m.s. with 15mm solid vetical bars @ Bathrooms to 1,2m height showers tiled to 2,1m 125mm c/c. Treads risers 193mm. to be tiled. height. Floor tiles to 260mm ground and floor. SKIRTING: LINTELS: 76x22mm moulded meranti with toover be as windows. Prestressed concrete lintols to be finish built in allfor openings with min to have with tile skirting (half tile against wall). 4Bathrooms brick coursesover brickforce in floor every course. Min. bearing: TILING: 150mm & max. span: 3,00m Kitchens to be tiled to 1.2m height or to u/s of overhead units. GLAZING. Bathrooms to comply be tiledwith to 1,2m height with showers tiled to 2,1m All glazing to N.B.R. NN1. Glass to be generally clear float height. Floor tiles to ground floor. glass with opaque glass to bathrooms and toilets. LINTELS: STORMWATER: Prestressed concrete lintols to be via built in overH.R. all openings with min From roofs to discharge to street 150mm precast concrete 4 brick coursesover with brickforce every course. Min. bearing: stormwater channels. From parkingin area to drain from agricultural 150mm max. span: 3,00m drains to&SW sump and pumped with 'Grundfos' or equal approved GLAZING. submersible pump via 200dia pipe to kerbside. Pump to have All glazing to comply with N.B.R. NN1. Glass to be generally clear float back-up/standby power. glass with opaque SECURITY GATE: glass to bathrooms and toilets. STORMWATER: 5x2m high automated galv. m.s. security gate, 1,0m wide pedestrian From roofs discharge to street via 150mm H.R. precast concrete gate & galv.torailings by specialist manufacturer. 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. SECURITY GATE: 5x2m high automated galv. m.s. security gate, 1,0m wide pedestrian gate & galv. railings by specialist manufacturer.

SPECIFICATION:

5m CWC

29282

0 0d

0"

7110

10.

7000

160mm dia PVC agricultural drain

3000

9.

7500 7110

7.

5.

1000

G

31486

2625

2625

Retaining wall as per structural Engineer's specifications and details

2545

300

300

4

REV.No.

SPECIFICATION:

PRINCES ROAD

100mm dia PVC agricultural drain

Boundary 4950

8.

2925

4925

330

REVISIONS:

B B

1685 1185

C

D

6

4400

315

ry

RE.1

300

B

1340

5

1000

6720

B o u n d a

1

18. 1100 1436

Boundary 3160

Boundary

A

1175

3160

3 4

ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIED WITH & 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 TO SCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.

PROJECT :

AREA CALCULATIONS:

1 PARKING LAYOUT

2 1:100

3

4

2973

5

6

ARCHITECT:

OWNER:

727,532m SITE AREA: AREA OF EXISTING BUILDINGS:233,044m 287,410m PROPOSED COVERAGE: 654,533m PROPOSED BULK:

sq sq sq(39.5% of site) sq(89% of site)

DESCRIPTION :

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

Noel A Botha. Architect/Argitek

SCALE :

P.O.BOX 2281 CLAREINCH 7740 FAX./PH. (021)-6712335 CEL.082 4540060 23 SUSSEX STREET CLAREMONT 7708 noelarch@cybersmart.co.za

1:100 / 1:200

DATE :

13-05-2011 21-06-2011

DRAWN :

N.A.B. Y.S.

2547 3709 PB 2596

S.A.C.A. REGISTRATION No: ISAA. REG. No: PRACTICE No:

B315 -04-01 PROJ. NUMBER :

DRG. NO. :

REV. :

B A


2 6720

3 4

1340

160

4285

5

6

4400

GENERAL NOTES: 1.

Existing connection to Municipal sewer

2.

Boundary

B

3245

KITCHEN

11.

1350

C

7040

END OF WALKWAY AT GROUND FLOOR.

230

LINE OF BUILDING AT FIRST FLOOR LEVEL

8380

5000

6500 C.W.C

6580

B

6208

140

140

2400

2100

Parking

Boundary

PARKING

3000

1200x300

SECTION A-A. 1:100

REFUSE ROOM

2

GROUND FLOOR PLAN 1:100

3

4

5

5726 STORE

1200x300

ARCHITECT:

OWNER: PROJECT :

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

DESCRIPTION :

1

BOUNDARY

200

VISITOR

VISITOR

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

L

946

140 230

2400

KITCHEN

F

1

2440

LOUNGE/ DINING

Boundary

3000

opt. island

5

2

33,95m sq

LOUNGE/ DINING

UNIT 1 LOUNGE/ DINING

UNIT 9

6

3 4

1390

4925

UNIT 8

32,65m sq

7110

950

7430

E

SECTION B-B. 1:100

K

opt. island

8820

opt. island

1230

35,8m sq

EXISTING NATURAL GROUND LEVEL

1200x300

J

14.

2200

3650

4950

opt. island

LOUNGE/ DINING

1000

I

200

3.KITCHEN 34,8m sq

H

LOUNGE/ DINING

2400

Walkway

270

D

1350

140

KITCHEN

UNIT 2

L

3320

opt. island

6890

LOUNGE/ DINING

270

34,8m sq

1200

4950

UNIT 3

K

PROPOSED ADDITION

5750

KITCHEN

200

KITCHEN

200

A

opt. island

J

I

2440

opt. island

DATE

DESCRIPTION

2400

7110

LOUNGE/ DINING

REV.No.

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

BEDROOM

250

A

opt. island Walkway

34,8m sq

UNIT 7

33,95m sq

A

ATTIC

200

UNIT 6

32,65m sq

KITCHEN 4950

LOUNGE/ DINING

REV.No.

Open trusses BOUNDARY

LOUNGE/ DINING

UNIT 4

H

G

LOUNGE/ DINING

Boundary

B

G

200

35,8m sq

opt. island

REVISIONS:

BOUNDARY

4925

UNIT 5

4. 5.

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

5980

ry B o u n d a

A

3.

Existing manhole

RE.1

ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIED WITH & 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 TO SCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.

7474

1

LINE OF BUILDING OF ABOVE

GROUND FLOOR PLAN AND SECTIONS

Noel A Botha. Architect/Argitek

6 SCALE : DATE :

P.O.BOX 2281 CLAREINCH 7740 FAX./PH. (021)-6712335 CEL.082 4540060 23 SUSSEX STREET CLAREMONT 7708 noelarch@cybersmart.co.za

1:100

17-05-2011

DRAWN :

N.A.B. Y.S.

2547 3709 PB 2596

S.A.C.A. REGISTRATION No: ISAA. REG. No: PRACTICE No:

B315 -04-02 PROJ. NUMBER :

DRG. NO. :

REV. :

A


ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIED WITH & 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 TO SCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.

1

2

3

4

8060

160

4285

5

4400

Typical outline of slab at loft level

6

1

1800m line of ceiling soffit

2

REV.No.

4

3323

A

REVISIONS:

3

DATE

DESCRIPTION

5

6

A B 3076

UNIT 3

G

UNIT 3 40,38m²

13,26m²

B

B

UNIT 1

35,56m²

37,67m²

UNIT 2

6,7m²

25,0m² 8460

14,14m²

4950

G

13,26m²

UNIT 2

A

2201

UNIT 1

22,59m²

UNIT 4

3706

4925

B

6,3m²

14,06m²

A

UNIT 4 38,75m²

C 5,7m²

H

5,7m²

4950

H

I

14,14m²

38,75m²

I UNIT 5

3000

UNIT 5 6,7m²

J

D 6,7m²

5,7m²

J

D

K

5,7m²

14,14m²

4950

C

K

25,0m²

UNIT 6

UNIT 6

2990

1

6,3m²

37,67m²

L

2600

2

1200

UNIT 8

UNIT 9

2030

4

3

B

5

2348

L

4235

F 6

UNIT 7

UNIT 9

3415

950

UNIT 8

2362

UNIT 7

E

13,26m²

35,56m²

40,38m²

F

13,26m²

2695

4705

4925

14,06m²

1900

E

22,59m² 950

8460

38,75m²

1

2

4

3

B

5

OWNER: PROJECT :

6

ARCHITECT:

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

DESCRIPTION :

FIRST FLOOR PLAN. 1:100 287,41m sq

ATTIC FLOOR PLAN. 1:100 124,92m sq

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

Noel A Botha. Architect/Argitek D

SCALE : DATE :

P.O.BOX 2281 CLAREINCH 7740 FAX./PH. (021)-6712335 CEL.082 4540060 23 SUSSEX STREET CLAREMONT 7708 noelarch@cybersmart.co.za

1:100

28-03-2011

DRAWN :

Y.S.

2547 3709 PB 2596

S.A.C.A. REGISTRATION No: ISAA. REG. No: PRACTICE No:

B315 -04-03 PROJ. NUMBER :

DRG. NO. :

REV. :

C


A 3

6

D

7

ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIED WITH & 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 TO SCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.

1

REVISIONS: REV.No.

DATE

DESCRIPTION

LEGEND FOR ROOF: 2.4m average headroom

4

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

2416

2

200

4

A

1

3

6

500 VV

A

ROOF PLAN. 1:100 VV

Basin

W.C.

Basin

W.C.

4

5

Bath.

Bath.

Basin

D

LEGEND FOR ROOF:

100X38mm wall plates Gangnailed roof trusses @ c/c's as shown. 76x50mm purlins @ c/c's as shown. 298x70 Cape lam composite beam as per structural engineer's specifications.

VV

W.C.

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

Bath.

W.C.

VV VV

VV

Basin

W.C.

W.C.

W.C.

W.C.Basin Shower. Shower.

Basin

Bath. Bath.

W.C.

Basin

W.C. W.C.

C Sink.

Dish Wash wash.mach

Wash Dish machwash.

Sink.

4 RE 3

1

3

1

Wash Dish machwash.

Dish Wash wash.mach

Sink.

B

28,90m 27,06m 1,84m

DISTANCE

21,73m @ 1:60 to RE 2

DRAINAGE SECTION.

2

6

7

ROOF PLAN.

A

Shower.

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

Basin

Bath.

W.C.

Basin

Bath.

Boundary Line

NOTES:

ROOF TRUSSES: Prefabricated engineer designed trusses with approved gangnail/nail plate connectors, erected and braced in accordance Dish Wash Dish Wash with manufacturers specifications. Sink. Sink. wash.mach wash.mach 2. ROOF TRUSS BRACING: 114X38 diagonal bracing (45deg) nailed to underside of rafters at each Ramp 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 1:60 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 VV VV 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: NOTES: Basin Basin Part N 1. ROOF TRUSSES: Prefabricated engineer designed 9. Glazing to doors & windows in excess of 1m²or 10. Cavity walls to be tied together with 10 2,5mm Basin W.C. W.C. trusses with approved gangnail/nail plate less thanwire 300ties mmper above FFLmeter. to be safety-glazed galvanised crimped square 34,30 Shower. Shower. connectors, erected and braced in accordance accordancetowith National Building 11. Damp proofinmembrane 150mm above NGL Regulations: Shower. with manufacturers specifications. N floors to be encased 100mm 12. All soil pipesPart under 2. ROOF TRUSS BRACING: 114X38 diagonal bracing 10.allCavity concrete round walls to be tied together with 10 2,5mm (45deg) nailed to underside of rafters at 13. eachNo drainagegalvanised per square meter. pipes to becrimped coveredwire untilties inspected end of the roof in both planes. 11. Damp proof membrane to 150mm above NGL and approved by the Building Inspector 3. Rafters and trusses tied down 600mm into 12. All pipes10% under to bewith encased 100mm 14.walls All windows to soil be min. of floors floor area Basin Basin with 1,2x30mm galv. hoop iron straps. concrete round and min. of 0,2m² 50 % of window to beallopenable 4. Structural timber to be Grade 6 unless shownof window 13. area No drainage pipestotobebeopenable. covered until inspected Basin in bathroom Bath. Bath. W.C. W.C. otherwise. and by the Building 31,65 15. Stair risers to beapproved max. 200mm and treadsInspector to be Bath. 5. P.C. lintols with min 4 courses of new brickwork 14. Allmin windows 10% of floor min 250mm, width to to be be min. 750mm with cleararea with with brickforce every course over all openingsheadroom of502,1m % ofvertical windowtotobe beprovided. openable and min. of 0,2m² over 900mm and not exceeding 3m. of window area inablutions bathroomtotobebeatopenable. 16. Forced ventilation to internal 6. Gable-end walls tied back to roof structure with 15. Stair to be max. 200mm and treads to be 25 l/sec with the risers fan conected to the lightswitch. 1,2x30mm GMS hoop iron straps @ 600c/c min 250mm, min width to be 750mm with clear Dish Wash Dish Wash EXISTING SOIL PIPE AS embedded 300mm in wall, bent over and fixed headroom of 2,1m vertical to be provided. Sink. Sink. wash.mach wash.mach Dish Wash ON APPROVED PLAN to 2 rafters. 16. Forced ventilation to internal ablutions to be at Sink. wash.mach 7. P.C. lintols + 2 courses of new 190 blockwork 25 l/sec with the fan conected to the lightswitch. 29,00 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. 28,20

RE 1

Existing connection to Municipal sewer.

DRAINAGE SECTION R.E.No.2

R.E.No.3

6

Wash Dish Sink. machwash. Dish Wash Sink. wash.mach

1:60

B

COVER LEVEL INVERT LEVEL DEPTH

Sink.

RE 2

6

8

I.C.No.

Shower.

Basin

EAST ELEVATION ON C-C DRAINAGE SECTION

6

Basin

W.C.

1.

B

8

Basin 5. Gms 'teco' brackets.Basin 6. 228x32 laminated fascia. W.C. W.C. Shower. 7. 'Ogee' Shower. seamless aluminium gutter 8. Galv. prepainted IBR roof sheeting. 9. 150x50 rafters @ c/c's as shown on roof plan. 10. 220 firewall to u/s of roof sheeting

Shower.

W.C.

2

1. 2. VV 3. 4.

Basin

1

EXISTING GROUND LEVEL

2

7

6

Boundary Line

B

SECTION A-A

3

W.C.

7

2100

RAMP

Shower. 2

4

2480

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

VV

C

200

Boundary Line

W.C.

VV

100X38mm wall plates Gangnailed roof trusses @ c/c's as shown. 76x50mm purlins @ c/c's as shown. 298x70 Cape lam composite beam as per structural engineer's specifications.

5. Gms 'teco' brackets. 6. 228x32 laminated fascia. 7. 'Ogee' seamless aluminium gutter 8. Galv. prepainted IBR roof sheeting. 9. 150x50 rafters @ c/c's as shown on roof plan. 10. 220 firewall to u/s of roof sheeting

5

Stair & attic floor: timber construction.

2480

C

Basin

1. 2. 3. 4.

28,60m 26,70m 2,1m 18,37m @ 1:60 to IC 1

Existing manhole

R.E.No.1

I.C.1

28,40m 28,20m 26,63m 26,40m 2,1m 1,800m 13,87m @ 1:60 to IC 1

PROJECT :

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

DESCRIPTION :

8

ARCHITECT:

OWNER:

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

Noel A Botha. Architect/Argitek

D SCALE : DATE :

P.O.BOX 2281 CLAREINCH 7740 FAX./PH. (021)-6712335 CEL.082 4540060 23 SUSSEX STREET CLAREMONT 7708 noelarch@cybersmart.co.za

1:100

24-08-2008

DRAWN :

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

2547 PB 2596

S.A.C.A. REGISTRATION No: ISAA. REG. No: PRACTICE No:

3709

B315

PROJ. NUMBER :

DRG. NO. :

-04-04 -03-04

REV. :


4950

1139

4950

4950

4925

4950

4925

BOUNDARY

4925

4950

4950

BOUNDARY

4925

5647 5647

REVISIONS: REV.No. A

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

BOUNDARY LINE

ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIED WITH & 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 TO SCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT. DESCRIPTION

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

DATE

3-05-2010

BOUNDARY LINE

Proposed addition

13480

2640

Proposed addition

EXISTING GROUND LEVEL

Proposed addition BOUNDARY LINE

BOUNDARY LINE

4950 7160

WEST ELEVATION. 1:100

4925

4950

1139 1139

WEST ELEVATION. 1:100

2450

3000

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

2100

2450

5980

F.F.L F.F.L 31.582 31.582

G.F.L G.F.L 28.932 28.932

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

F.F.L 31.582 EXISTING GROUND LEVEL

G.F.L 28.932

C.L. C.L. 27.677 27.677

2100

SECTION B-B. 1:100 RAMPRAMP

SUMP

SOUTH ELEVATION. SOUTH ELEVATION. 1:100 SOUTH ELEVATION. 1:1001:100

WEST ELEVATION. 1:100

4925

SUMP SUMP

SUMP

PROJECT :

C.L. 27.677

ERF No ----- @ -53521@ 8 PRINCE'S PRINCE'S STREET STREET CLAREMONT: CLAREMONT: PROPOSED FLATS ON ERF 53521, ADDITIONS TO APPROVED PLAN No A77609 ------. No. 8 PRINCE'S STREET, CLAREMONT.

DESCRIPTION :

COUNCIL SUBMISSION: ELEVATIONS AND SECTION NORTH, EAST & NORTH BOUNDARY WALL ELEVATIONS

Noel A Botha. Architect/Argitek

200 DIAM. PIPE 200 DIAM. PIPE 200 DIAM. PIPE

ARCHITECT:

OWNER:

900

4950

200

5597 BOUNDARY

4950 Stair & attic floor: timber construction.

5597

BOUNDARY LINE

4950 1340

200

BOUNDARY LINE

4950

7160

8500

BOUNDARY

4925 1:100 EAST ELEVATION.

1340

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

2400

4925

8500

BOUNDARY LINE

5726

Proposed addition

8740

Proposed addition BOUNDARY 6824

NORTH ELEVATION. 1:100 NORTH ELEVATION. 1:100 SOUTH ELEVATION. 1:100

5726

200 DIAM. PIPE

BOUNDARY

SUMP

BOUNDARY

BOUNDARY LINE

BOUNDARY

RAMP

2100

NORTH ELEVATION. 1:100

SCALE : DATE :

P.O.BOX 2281 CLAREINCH 7740 FAX./PH. (021)-6712335 CEL.082 4540060 23 SUSSEX STREET CLAREMONT 7708 noelarch@cybersmart.co.za

1:100

24-08-2008 08-10-2007

DRAWN :

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

2547 3709 PB 2596

S.A.C.A. REGISTRATION No: ISAA. REG. No: PRACTICE No:

A 315 -02-05 -04-05 -03-05 -02-03 B PROJ. NUMBER :

DRG. NO. :

REV. :

portfolio_24.10.2011  

portfolio_24.10.2011

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