pss portfolio
DESCRIPTION
PSS PortfolioTRANSCRIPT
YUSUF SAMPSON 210044594
PORTFOLIO
CPUT 2nd year architectural technology
Yusuf Sampson
Student no.: 210044594
Y.S. Innovations & Designs
PSS Portfolio 24.10.2011
Contents Paperwork:
PSS Form
Employer’s confirmation of student’s work
Additional questions
Drawings:
1. B367 Kenridge i. Ground floor & site plan ii. Sections & elevations
2. B273 Miller Road i. Reference drawing ii. Ground & first floor plan iii. Roof & ceiling plan iv. Sections v. Elevations vi. Foundation & boundary wall plan vii. Patio plans, sections & elevations viii. Handrail details ix. Details x. Bathroom layouts & elevations xi. Kitchen layouts & elevations xii. Paving layout xiii. Door & window schedule 3. B376 Wesley Road
i. Plans, sections & elevations ii. Site & roof plan, sections
4. B361 19 Princes Road i. Plans, sections & elevations
5. B357 21 Princes Road i. Plans, sections & elevations
6. B315 Princes Road i. Basement & site plan ii. Ground floor plan & sections
iii. First & attic floor plan iv. Roof plan and drainage v. Elevations
7. B345 Duckitt Avenue i. Ground floor plan, sections & elevations ii. Site & roof plan
8. B271 Constantia i. Foundation layout plan ii. Ground floor & site plan iii. Basement plan & sections iv. Sections & elevations
9. B58 Bantry Bay i. Plans, sections & elevations 1 ii. Plans, sections & elevations 2 iii. Plans, sections & elevations 3
10. B378 Kommetjie i. Sketch layout – ground floor ii. Sketch layout – first floor iii. Sketch layout – first floor & section
11. B379 Tokai i. Sketch layout – client’s own proposal ii. Sketch layout 1 iii. Sketch layout 2 iv. Sketch layout 3 v. Sketch layout 4 vi. Sketch layout 5
PSS FORM
PRACTICAL STUDIES 2011 SUMMARY OF WORK RECORDED
NOTE: 1. INCLUDE THIS SHEET ON THE FIRST PAGE OF THE PORTFOLIO AND RECORD THE NUMBER OF DRAWINGS AT EACH SUBMISSION. 2. THE PORTFOLIO IS ACCUMULATIVE I.E. INCLUDE YOUR BEST WORK FROM THE YEAR IN EACH SUBMISSION.
3. ALL DRAWINGS ARE TO BE SIGNED BY THE EMPLOYER AS MIN 80% THE STUDENTS WORK.
NAME: Yusuf Sampson STUDENT NO. 210044594 PH. 078 665 5023 E-MAIL: [email protected]
EMPLOYER: Noel A. Botha PH. (021) 671 2335 E-MAIL: [email protected]
Projects (LIST: TOTAL NUMBER ACCUMULATED OF DRAWINGS SUBMITTED) THIS LIST SHOULD ALSO BE THE INDEX FOR YOUR PORTFOLIO, ONLINE AND HARD COPY
B367 B273 B271 B345 B315 B376 B378 B379 B58 B361 B357 Total
1. Drawing to 1/100 or 1/50 scale for local authority approval 2 1 3 2 5 2 1 1 17
2. Working drawings and details (Assembly & component drawings) 11 1 12
3. Measured drawings (incl. Survey notes & photos) 1 1 1 1 3 7
4. Simple planning and design exercises incl. Solutions to elevational treatment fenestration etc.
1 1 2 3 6 13
5. Presentation drawings (in selected media) for a selected building project incl. Photos of models
3 3
6. Schedules of doors, windows, fittings, etc 1 1
7. Joinery details for purpose-made furniture or fixings 1 1
8. Investigation of site and survey 1 1 2
9. Analysis and preparation of brief 1 1 2
10. Cost considerations 1 1
11. Specifications 1 1 1 3
12. Site Visits 2 2 1 5
13. Administration 1 1
14. Copy of current page of logbook 9
15. Other 1 1 1 3
Yusuf Sampson 17 Riverside Drive
Kommetjie 7975
20 October 2011 Noel A. Botha Architect 23 Sussex Street Claremont 7708 Dear Noel A. Botha, Confirmation of student’s work This letter confirms that you, Noel A. Botha, acknowledge that I, Yusuf Sampson, have done at least 80% of the drawing work included in my portfolio or that I have made significant alterations/additions to drawings that are not 80% of my own work (indicated by a *). The drawings included in my portfolio are listed below:
B367 Kenridge,
B273 Miller Road,
B271 Constantia*,
B345 Duckitt Avenue*,
B315 Princes Road,
B376 Wesley Road,
B378 Kommetjie,
B379 Tokai,
B58 Bantry Bay,
B361 19 Princes Road,
B357 21 Princes Road.
Employer’s signature ________________________________
Yours sincerely,
Yusuf Sampson_____________________________________
1. How does the referencing system in your office work?
The referencing system in our office is to our architect‟s personal preference.
B376 -01-01
‘Botha’ Project number, in numerical
order of projects.
Drawing type:
01 – Existing / site information
02 – Sketch plans / first draught
03 – blank / reserved
04 – Council submission drawings
05 – Tender documentation
06 – Layout drawings
07 – Detail drawings
08 – Schedules
09 Drawing register
Page number.
Each project has a file on the system, as well as a physical file (labeled with this referencing system, plus the project title which is generally the address)
with notes, sketches and any hardcopy and/or printed information.
When doing a project, we collect the physical file from the architect‟s office as a reference. Then we access the project files from our workstations:
Desktop\ Shortcut to CAD projects 10.0 G:\CAD projects 10.0 G:\CAD projects 10.0\B376 Physical address
Network drive G: (Data (D) on „noel‟ (G:))
BOTHA1
BOTHA2 BOTHA3
This file access system means that only one person can work on a particular file at a time. Others may view the file as a (read only) and can make changes which
can be transferred at a later stage.
The workstations are connected to a UPS which keeps the computers running even when the electricity has been cut, providing precious time needed to save any work.
The hierarchy of information:
Workstations
2. How does your office find work on a substantial basis?
Our architect is one of the main architects of the Claremont area, with many residential buildings, complexes and industrial buildings behind his name. From my
experience, work generally comes to him, with his architect‟s board up on the sites he is involved in and by word of mouth.
Recently, our architect has been pro-active and has taken interest in a particular site. He gathered and compiled all of the site information and zoning requirements
for the site, and drew up a set of conceptual sketch plans. With these proposed sketch plans he approached several individuals/developers who took immediate
interest in the proposed scheme(s) and went as far as to get QS‟s and engineers involved who are now requesting more detailed layout drawings.
If this project happens, our architect will supervise the entire job, and this will become the number one priority on out project planning schedule, along with the many
more “1‟s” which we are busy with at present.
3. Analyze your office environment:
a. How many people are there?
There are three people in my office:
Noel A. Botha – our architect,
Rukiya Abrahams – a fellow student from my 1st year class at CPUT,
Yusuf Sampson, (me) – a student draughtsman and 2nd year student at CPUT.
b. What are their respective responsibilities?
Noel: as the architect, and the only architect in his firm; he does everything. He handles all of the clients, all of the paperwork, all of the phone calls
and everything else. He gives us work to do and teaches us valuable lessons daily through talking to us about projects, making many rough
sketches accurately expressing his ideas without fault, and through involving us in his design process as well us resolving technology.
Myself & Rukiya: we are both students, and are both working for Noel as „contract draughtsman‟. We draw up and tweak whatever is required,
and are often put to the test of designing layouts and schemes as idea generating exercises, after which our architect resolves
our ideas or elaborates on the idea he had in mind so that we can clearly understand what is required of us.
Recently, I have been drawing up proposed new apartment flats and alterations to residential dwellings. As for tea duties;
every man for himself.
c. How does communication work in the office?
As we work in separate offices (Noel in his own and myself and Rukiya in our own), we go to Noel‟s office in the morning for a debrief on the previous day‟s work,
and for a briefing / planning meeting for the work of the day ahead. If we have questions about the work, or have completed the work, we ask for assistance or
ask if there is anything more that we can help with. If Noel has his hands full or needs us to do some work for him, he will come to our office with what he needs
done or he will call us to his office to show us what he needs done.
d. How are new projects tackled – who gets involved in what stages of the projects?
New projects always start with our architect. Noel sets up the drawings for us; he accurately draws up the site from the SG diagrams and then hands it over to
us from there. From there we draw up plans and sections of either new or existing structures, explore with new layouts etc.
Ongoing projects are dealt with differently. With these types of projects, long and detailed discussions of the history and progression of the projects are explained
and it is required of us to make required changes and tweaks to these projects, often taking weeks as when one drawing changes, all of the drawings change.
CPUT 2
nd year architectural technology
B367 Kenridge, Durbanville -02-01
This drawing was prepared for submission to the local authorities (council), with the intent of receiving permission to build the additions and alterations as proposed in the drawing. Should the drawing be approved by council, it will serve as a legal document.
This drawing is for the Client, who requested architectural drawings for a new carport and kitchen alterations.
The drawings should not be presented in any other way, minor changes like the layout may change, but the scale of the drawings and the specific information on the page should be presented as shown:
Each component of the drawing must be titled clearly and appropriately, with a drawing name and scale. The scale should only be shown on one drawing component if all of the components on the page are the same scale, to avoid unnecessary repetition.
The orientation must be indicated by a clear north point, and should be relative to a site or floor plan.
All new work on plan view drawings must be fully dimensioned and annotated; existing work which is not relative need not be dimensioned. The site plan must always have fully dimensioned boundaries, and new work shall be clearly distinguishable from existing, as well as have dimensions from the boundaries for the purpose of checking that it falls within regulations and for when setting out.
Sections should only have vertical dimensions, be fully annotated (may refer to a legend if the annotations clutter the drawing and make it illegible) and show the key structural components and how the structure is put together.
Elevations should not contain dimensions and annotations unless necessary. They should show the façade with all of its finishes and fenestration and openings. They should indicate the boundary lines where applicable.
A set of notes/specifications which cover all basic construction requirements/methods should be present on at least one drawing in a set, and a legend with reference to the drawings should cover the more specific construction requirements.
The title block must contain: o The project title and description of the project, including the correct ERF number and
address. A project number relative to the architect’s referencing system should also be present in the title block,
o A description of the drawing components on the page, o The correct date, scale, who the drawing was drawn by, the registration number of the
professional responsible for the drawing and the logo of the architect/firm. o Space for the signatures of the owner and architect, and the date of when the drawing is
to be signed. Once the drawing is signed by owner, architect and is approved by council, it becomes a legal document.
The specific components that make up this drawing are: o Site & floor plan, o Carport roof plan, o Sections and a o Street elevation.
Site & ground floor plan: The site and ground floor plan are combined as the structure takes up most of the site, showing all of the boundaries. The site and proposed new carport are dimensioned and boundaries are annotated. The existing dwelling is not dimensioned, however dotted lines indicate where existing walls are to be demolished, and the plan is annotated with reference to the legend, telling the correct procedure and methods for work to be carried out.
Carport roof plan: In this drawing a part of the roof covering is removed to show the roof structure. The drawing is annotated to a legend, which gives the specifications for the size of the members and other structural components and the centers they fall at etc.
Sections: The sections on this drawing show relevant cross-sectional and longitudinal cuts through the carport. All of the structural components are clearly shown: the footings and their sizes, the composite posts, bearers, rafters, purlins and roof sheeting. From the section it is clear as to how the structure will be assembled.
Street elevation: A streetscape shows the visual impact of the new work from the street. This indicates how much effect it will have on the neighbors and whether the structure fits into the context etc.
-02-02
This drawing is a continuation of the first drawing of the set, as all of the drawing components could not fit on one page.
The specific components that make up this drawing are: o Sections, o Elevations.
Sections: These sections are taken through the existing structure and show the detailing and impact of the new work on the existing structure. They show the new openings in the interior walls and the new kitchen unit, as well as the new windows and doors in the background.
Elevations: The south elevation shows the new openings and fenestration on the façade, accompanied by annotations to the legend, annotations which would not have been clear in section. The other elevations show views of the new carport, and the impact it has on the existing dwelling.
S.A.C.A. REGISTRATION No: 2547PB 2596PRACTICE No:
ISAA. REG. No: 3709
P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 [email protected]
367 -02-01
Noel A Botha. Architect/Argitek
PROJECT :
DESCRIPTION :
DRAWN : PROJ. NUMBER : DRG. NO. : REV. :BSCALE :
DATE :
OWNER: ARCHITECT:
REVISIONS:D E S C R I P T I O N DATEREV.No.
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIEDWITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT
S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK.
FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TOSCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON
THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
1:100
17-02-2011
Y.S.
SECTION A-A.
1500
1500
STUDYDININGROOM LIVING
ROOM BEDROOM 2 BEDROOM 1
BEDROOM 3
2100
KITCHEN
A A
3210
5615
5575
6085
BOU
ND
ARY
BOUNDARY
A A
3210
1500
1500
5615
5575
6085
C
B
B
B
SECTION B-B.
CARPORT
Existing paving
800 X 600X 350
800 X 600X 350
VILLAGECLOSE
NGL
STREET ELEVATION.70
76
CARPORT ROOF PLAN.
D
D
CARPORT
Existing paving
BOU
ND
ARY
BOU
ND
ARY
BOU
ND
ARY
BOU
ND
ARY
1:100 SITE & FLOOR PLAN, SECTIONS A-A & B-B & STREET ELEVATION.
NOTES:1. Structural timber to be Grade 6 unless shown otherwise.2. P.C. lintols with min 4 courses of new brickwork with brickforce every course over all openings over 900mm and not exceeding 3m.3. Glazing to doors & windows in excess of 1m² or less than 300 mm above FFL to be safety-glazed in accordance with National Building Regulations: Part N4. Cavity walls to be tied together with 10 2,5mm galvanised crimped wire ties per square meter.5. Damp proof membrane to be 150mm above NGL
7. All windows to be min. 10% of floor area with 50 % of window to be openable and min. of 0,2m² of window area in bathroom to be openable.
6. All 'waste water' fittings to have 75mm deep-seal traps.
8. New windows and doors as per Alpha Omega Catalogue.9. No portion of building to project over boundary.3
4
2
6
8
1
1
7
LEGEND:1. Remove existing door & brick up opening.2. Remove existing 110 wall & make good floor & ceiling.3. Build in new shower & basin in new positions. Existing W.C. to remain.4. Form opening in existing wall and build in new door & window.5. Build in new lintols and form 2,2m wide opening.6. Remove existing kitchen cupboards, remove existing wall, make good ceiling & build in new kitchen cupboards.7. Composite h.w. posts bolted to 50x50 GMS brackets cast in 800x800x300 mass-concrete footings.58. New carport: 'Cliplok' prepainted Chromodek roof sheeting - see Legend for Roof for details.
7
800 X 600X 350
8
Existing wall
2
3
4
5
6
7
1. Cliplock prepainted Chromodeck roof sheeting @ 3° as per manufacturer's instructions.2. 76x50 SA pine purlins @ 1200m c/c max.3. 147x45 Capelam rafters @ 1065mm c/c. on Teco brackets bolted to structural fascia.4. Continuous 231x45 structural Capelam fascia.5. 231x45 Capelam beam supporting structural fascia.6. Composite h.w. posts bolted to 50x50 GMS brackets cast in 800x800x300 mass-concrete footings.7. G.M.S. Teco brackets.
LEGEND: CARPORT ROOF:
2162
2228
ERF No. --- @ -- VILLAGE CLOSE, KENRIDGE,DURBANVILLE: ALTERATIONS & ADDITIONS
BOU
ND
ARY
BOUNDARY
VILLAGE CLOSECB
SITE & FLOOR PLAN. 1:100
19,50
20,0
0
19,50
20,0
0
ERF No. --- ERF No. ---
ERF No. ----
Existing C.W.C
S.A.C.A. REGISTRATION No: 2547PB 2596PRACTICE No:
ISAA. REG. No: 3709
P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 [email protected] A Botha. Architect/Argitek
PROJECT :
DESCRIPTION :
DRAWN : PROJ. NUMBER : DRG. NO. : REV. :BSCALE :
DATE :
OWNER: ARCHITECT:
REVISIONS:D E S C R I P T I O N DATEREV.No.
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIEDWITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT
S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK.
FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TOSCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON
THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
NOTES:1. ROOF TRUSSES: Prefabricated engineer designed trusses with approved gangnail/nail plate connectors, erected and braced in accordance with manufacturers specifications.2. ROOF TRUSS BRACING: 114X38 diagonal bracing (45deg) nailed to underside of rafters at each end of the roof in both planes.3. Rafters and trusses tied down 600mm into walls with 1,2x30mm galv. hoop iron straps.4. Structural timber to be Grade 6 unless shown otherwise.5. P.C. lintols with min 4 courses of new brickwork with brickforce every course over all openings over 900mm and not exceeding 3m.6. Gable-end walls tied back to roof structure with 1,2x30mm GMS hoop iron straps @ 600c/c embedded 300mm in wall, bent over and fixed to 2 rafters.7. P.C. lintols + 2 courses of new 190 blockwork with brickforce every course over all openings not exceeding 3m.8. All structural timber built into walls to be well tarred, creosoted or wrapped in a damp-proof membrane.9. Glazing to doors & windows in excess of 1m² or less than 300 mm above FFL to be safety-glazed in accordance with National Building Regulations: Part N10. Cavity walls to be tied together with 10 2,5mm galvanised crimped wire ties per square meter.11. Damp proof membrane to be 150mm above NGL12. All soil pipes under floors to be encased 100mm in concrete all round13. No drainage pipes to be covered until inspected and approved by the Building Inspector
15. All windows to be min. 10% of floor area with 50 % of window to be openable and min. of 0,2m² of window area in bathroom to be openable.16. Stair risers to be max. 200mm and treads to be min 250mm, min width to be 750mm with clear headroom of 2,1m vertical to be provided.17. Forced ventilation to internal ablutions to discharge to the outside air at a rate 25 l/sec per fitting with the fan connected to the lightswitch.
14. All 'waste water' fittings to have 75mm deep-seal traps.
1:100
GROUND FLOOR PLAN: 1:100
N.A.BOTHA
SITE & FLOOR PLAN 1:100.
1500
FLOOR PLAN 1:100.
367 -02-01
PROPOSED ADDITIONS ON ERF No 998,VILLAGE CLOSE, KENRIDGE.
24-11-2010
STU
DY DINING
ROOM LIVINGROOM BEDROOM 2 BEDROOM 1
BEDROOM 3
5925
60855615
7075
2100
3255
7. No portion of building to project over boundary.
VILLAGE CLOSE
S.A.C.A. REGISTRATION No: 2547PB 2596PRACTICE No:
ISAA. REG. No: 3709
P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 [email protected] A Botha. Architect/Argitek
PROJECT :
DESCRIPTION :
DRAWN : PROJ. NUMBER : DRG. NO. : REV. :BSCALE :
DATE :
OWNER: ARCHITECT:
REVISIONS:D E S C R I P T I O N DATEREV.No.
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIEDWITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT
S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK.
FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TOSCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON
THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
NOTES:1. ROOF TRUSSES: Prefabricated engineer designed trusses with approved gangnail/nail plate connectors, erected and braced in accordance with manufacturers specifications.2. ROOF TRUSS BRACING: 114X38 diagonal bracing (45deg) nailed to underside of rafters at each end of the roof in both planes.3. Rafters and trusses tied down 600mm into walls with 1,2x30mm galv. hoop iron straps.4. Structural timber to be Grade 6 unless shown otherwise.5. P.C. lintols with min 4 courses of new brickwork with brickforce every course over all openings over 900mm and not exceeding 3m.6. Gable-end walls tied back to roof structure with 1,2x30mm GMS hoop iron straps @ 600c/c embedded 300mm in wall, bent over and fixed to 2 rafters.7. P.C. lintols + 2 courses of new 190 blockwork with brickforce every course over all openings not exceeding 3m.8. All structural timber built into walls to be well tarred, creosoted or wrapped in a damp-proof membrane.9. Glazing to doors & windows in excess of 1m² or less than 300 mm above FFL to be safety-glazed in accordance with National Building Regulations: Part N10. Cavity walls to be tied together with 10 2,5mm galvanised crimped wire ties per square meter.11. Damp proof membrane to be 150mm above NGL12. All soil pipes under floors to be encased 100mm in concrete all round13. No drainage pipes to be covered until inspected and approved by the Building Inspector
15. All windows to be min. 10% of floor area with 50 % of window to be openable and min. of 0,2m² of window area in bathroom to be openable.16. Stair risers to be max. 200mm and treads to be min 250mm, min width to be 750mm with clear headroom of 2,1m vertical to be provided.17. Forced ventilation to internal ablutions to discharge to the outside air at a rate 25 l/sec per fitting with the fan connected to the lightswitch.
14. All 'waste water' fittings to have 75mm deep-seal traps.
1:100
GROUND FLOOR PLAN: 1:100
N.A.BOTHA
SITE & FLOOR PLAN 1:100.
1500
FLOOR PLAN 1:100.
367 -02-01
PROPOSED ADDITIONS ON ERF No 998,VILLAGE CLOSE, KENRIDGE.
24-11-2010
STU
DY DINING
ROOM LIVINGROOM BEDROOM 2 BEDROOM 1
BEDROOM 3
5925
60855615
7075
2100
3255
7. No portion of building to project over boundary.
VILLAGE CLOSE
REVISIONS:D E S C R I P T I O N DATEREV.No.
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIEDWITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT
S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK.
FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TOSCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON
THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
S.A.C.A. REGISTRATION No: 2547PB 2596PRACTICE No:
ISAA. REG. No: 3709
P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 [email protected]
367 -02-02
Noel A Botha. Architect/Argitek
PROJECT :
DESCRIPTION :
DRAWN : PROJ. NUMBER : DRG. NO. : REV. :BSCALE :
DATE :
OWNER: ARCHITECT:
NOTES:1. Structural timber to be Grade 6 unless shown otherwise.2. P.C. lintols with min 4 courses of new brickwork with brickforce every course over all openings over 900mm and not exceeding 3m.3. Glazing to doors & windows in excess of 1m² or less than 300 mm above FFL to be safety-glazed in accordance with National Building Regulations: Part N4. Cavity walls to be tied together with 10 2,5mm galvanised crimped wire ties per square meter.5. Damp proof membrane to be 150mm above NGL
7. All windows to be min. 10% of floor area with 50 % of window to be openable and min. of 0,2m² of window area in bathroom to be openable.
6. All 'waste water' fittings to have 75mm deep-seal traps.
8. New windows and doors as per Alpha Omega Catalogue.9. No portion of building to project over boundary.
LEGEND:1. Remove existing door & brick up opening.2. Remove existing 110 wall & make good floor & ceiling.3. Form opening in existing wall and build in new door & window.4. Build in new lintols and form 2,2m wide opening.5. Remove existing kitchen cupboards, remove existing wall, make good ceiling & build in new kitchen cupboards.6. Composite h.w. posts bolted to 50x50 GMS brackets cast in 800x800x300 mass-concrete footings.7. Cliplock prepainted Chromodeck roof sheeting @ 3° on 76x50 purlins @ max. 1,2m c/c all as per manufacturer's instructions.8. 147x45 Capelam rafters @ 1065mm c/c. on Teco brackets bolted to structural fascia.9. Continuous 231x45 structural Capelam fascia.10. 231x45 Capelam beam supporting structural fascia.
Existing wall
Existing paving
1:100
17-02-2011
Y.S.
SECTIONS C-C & D-D, EAST ELEVATION, NORTH ELEVATION & SOUTH ELEVATION.
ERF No. --- @ -- VILLAGE CLOSE, KENRIDGE,DURBANVILLE: ALTERATIONS & ADDITIONS
1500
EAST ELEVATION
NORTH ELEVATION
SOUTH ELEVATION
KITCHEN LIVINGROOM
SECTION D-D
NGL
NGL
NGL
NGL
SECTION C-C
Boun
dary
CARPORTDINING ROOM
NGL
Boun
dary Bo
unda
ry
Boun
dary
Boun
dary
3
5
4 9
8
7
3
1
9
6
9
6
Boun
dary
7
CPUT 2nd
year architectural technology
B273 Miller Road, Claremont -05-01
The drawings were prepared to serve as documents for tenders, with the intent of providing sufficient detailed information suitable for accurate costing and construction of the proposed work.
These drawings are for the Client, but more importantly for the tenders, who will provide quotations for the required work as shown by the drawings. The architect would then select the most appropriate quote(s), and present a total figure of the building cost to the Client. This specific drawing is a reference drawing: a drawing which gives an overview of the project and is selected from the council submission plans.
The drawing should not be presented in any other way, minor changes like the layout may change, but the scale of the drawings and the specific information on the page should be presented as shown:
Each component of the drawing must be titled clearly and appropriately, with a drawing name and scale. The scale should only be shown on one drawing component if all of the components on the page are the same scale, to avoid unnecessary repetition. For tender drawings, a scale of 1:50 is most suitable, as it shows more detail than the 1:100 drawings required for council, which results in more accurate costing with less hidden costs.
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.
o Space for the signatures of the owner and architect, and the date of when the drawing is to be signed. Once the drawing is signed by owner, architect and is approved by council, it becomes a legal document.
The specific components that make up this drawing are: o Site plan, o Ground floor plan, o Elevations.
Site plan: The site plan shows the specific unit in question on a sub-divided plot, which was divided into 4 separate ervin. It shows that the garage roof is shared with the neighboring unit, and it shows the position of the new combined-private-sewer and carriageway crossing. It shows all the structures of the adjoining ervin, and shows the streets as well as the distance to the next drainage cover.
Ground floor plan: Shows the general dimensions of the structure and the organization of the spaces within. It also shows the drainage and storm water, existing boundary walls of adjoining ervin and existing trees which are to be protected.
Elevations: Give a general picture as to what the completed structure would look like, with annotations to boundary lines and existing walls.
-05-02
Ground and first floor plan: These drawings show accurate dimensions of the entire new structure, indicate all the waste and soil pipes, as well as specify where they are required to be encased in concrete, and the storm water channel and pipes to outlet. Arrows on stairs always go up, and the numbers in the section lines refer to page numbers for the related drawings. Windows and doors are numbered in a way that each window or door can be easily related to in the window and door schedule. At 1:50 every component, fixture and fitting in the structure is clearly shown and it was made sure that nothing was left out.
-05-03
Roof and ceiling plan: Portions of the roof are removed to reveal and explain the structure. Annotations to a specific legend make the drawing clear. The garage roof has a separate drawing to show the waterproofing and downpipes in more detail, as the main drawing was becoming cluttered. The mirrored ceiling plans indicate where ceilings will be installed and where the cornice will follow.
-05-04
Sections: The most important drawing next the floor plans, the sections very clearly show how the structure gets put together. They also indicate the floor to floor levels of the structure and have specific details circled for a more detailed view on following drawings. The list of detailed specifications is also on this drawing, making it a key drawing in the set.
CPUT 2nd
year architectural technology
-05-05
Elevations: The elevations show a detailed façade; from the Juliette balcony, fenestration as per catalogue, air bricks, up to the flashing on the roof, every line serves its purpose and indicates the desired finished product. The codes below the windows refer to the Alpha Omega catalogue and dotted lines show the structure behind the walls.
-05-06
Foundation and boundary wall plan: The size and position of each footing and foundation wall are clearly shown, illustrating the desired structure and allowing for an accurate costing of materials to be made. The existing and new common/adjoining footings that must be considered are also shown, as well as drainage so that when the structure gets built, the builders know where to lay the pipes and cast around existing footings beforehand. Details for the boundary wall construction are clear, so the boundary wall can be included in the tender’s costing, and not be left out becoming a hidden cost at the end of the day.
-05-07
Patio plans, sections and elevations: Separate drawings were made for the patio so that they could be sent off to specific tenders for quotes on the timber required of the pergola and the materials for the braai.
-05-08
Handrail details: The handrail drawings are at a scale of 1:25. They serve to accurately show the size and shape of the desired handrail, which can then be quoted for and manufactured to spec without question.
-05-09
Details: The 1:10 detail drawings show the specific details circled in the sections drawing; 1:100 copies of the sections are at the bottom of the page as a reference to the area which the detail in question relates to. The annotations to the details are numbered as to keep the drawings clutter free, and the details indicate how the structure should be built very specifically. The detail drawings are more for the builder than for the tenders.
-05-10
Bathroom layouts and elevations: The 1:25 bathroom layouts show the position of sanitary fixtures and the desired tiling layout with the setting out points. The 1:50 elevations are sufficient to show the position of fixtures and tiling layouts for the walls. The shaded shapes are the combination of tile areas on each wall; this was
drawn because the drawing program we use calculates the area of any single shape, so a total tiled area figure was acquired without tedious calculation.
-05-11
Kitchen layout and elevations: The 1:25 layout clearly shows all of the desired fixtures and appliances, while dotted lines indicate structure below the countertops. The drainage is also shown on this drawing, making it clear as to what the waste pipes are servicing. The elevations are also at a scale of 1:25, allowing detailed joinery of the built in cupboards to be clearly visible.
-05-12
Paving layout: The paved and tiled areas are annotated, with the direction of the fall indicated. The fall usually falls away from the building, but in this case it falls towards the building so that water can run into the storm water channel and drain to the outlet in the road. The paving is also shown to be paved a set distance around the existing tree which is to be protected.
-05-13
Door & window schedule: An elevation of each door/window is shown, fully dimensioned, with the respective codes relating to the Alpha Omega catalogue, number relating to the floor plans, descriptions and amounts required. The hatch to the store is the only door that needs to be custom made, whereas the sliding and pedestrian gate have to be made up by Oriental Arts.
REVISIONS:D E S C R I P T I O N DATEREV.No.
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIEDWITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT
S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK.
FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TOSCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON
THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 4540060Noel A Botha. Architect/Argitek
PROJECT :
DESCRIPTION :
DRAWN : PROJ. NUMBER : DRG. NO. : REV. :BSCALE :
DATE :
OWNER: ARCHITECT:
1:100 &1:200 N.A.B./Y.S. 273 -05-01
SITE PLAN, GROUND FLOOR PLAN,& SOUTH & WEST ELEVATIONS.
S.A.C.A. REGISTRATION No: 2547PB 2596PRACTICE No:
ISAA. REG. No: 3709
COVERAGE CALCULATIONSSITE AREA:PROPOSED COVER:PROPOSED BULK:
162,504m²68,666m² (42,26%)
SITE PLAN. 1:200
ExistingBuilding
MILLER ROAD
MO
KA S
TREE
T
EXISTING MUNICIPAL SEWER
New Connection to Municipal Sewer
4271
4500
1796
3000
3362
3075
6330
Unit 4
Unit 3
Unit 2Unit 1
CL.22,736IL.20,699
+-84,5m TO NEXT COVER S7 Exis
ting
Sew
erCon
nect
ion
EXISTING STRUCTURE ON ADJOINING ERF.
300ROOF OF
GARAGE
ERF.No. ------
ERF.No. ------
ERF.No. ------ERF.No. ------
PROPOSED NEW DWELLING ON ERF No.-------- @ -- MILLER RD. CLAREMONT
Existing boundary wall
E8HvB E8HvB
2,4x2,2m highSectional overheadGarage door
GMS Handrailto Juliette Balcony
LOUNGE
DINING
GARAGE
5240
KITCHEN
23,640IC4
IC2
IC5G
G
granotiles
tilestiles
Soil pipe encased in concrete 100mm all round.
100mm diam. PVCsoil pipe @ 1:60
150 diam. HR. P.C S.W channel
Existing common boundary wall
2.6m x 2m high GMS sliding gate
PATIOtiles
? 230 5697 2301000 6157
2957 40602727 230 2730 230
180
1361
924
Class 'A' 1/2hourself-closing fire dr.
WCtiles
1950860
STO
RE
5401
5.24
0
230180
2810 3880
SOUTH ELEVATION
E8HvB
C6HvBB3HvB
WEST ELEVATION
IC1
IC3
IC3
IC4
IC1
IC2
IC5
10-01-2011
Existpool
9670
3052
1230
D
B
A
A
B
D
C
129,26m² (79,545%)
Existing 'Dais Cotonifolia' (pom-pom tree) indigenous to be retained.
Existing 'Grevilea Robusta'(silky oak) exotic tree to be retained.
Existing common boundary wall
New common boundary wall
New common boundary wall
New common boundary wall
New 8m wide carriageway crossing
Existing boundary wall on adjoining property
ERF.No. ------ERF.No. ------
ERF.No. ------
9882
4312
1810
3030
230
230
180
90
Existing precast wallon adjoining property.
Connection to MunicipalSewer as shown on plans for Erf No. ------
8m wide C.W.C. as shown on plans for Erf ------
1,17
0
5,73
0
3,670
18,140
9,56
0
17,270
10,5
80
12,850 8,420 18,970
8,420 19,060
9,67
0 19,3
70
19,6
8019,2
30
NOTE:1. FOR DETAILED SPECIFICATION SEE DRG. B273-04-14
3. FOR 'GENERAL' NOTES SEE DRG. B273-04-13
2. THESE DRAWINGS ARE TO BE READ TOGETHER WITH THE SITE DEVELOPMENT PLANS USED FOR THE APPROVED SUB-DIVISION APPLICATION.
GROUND FLOOR PLAN. 1:100
REFERENCE SCHEDULEDRG No.: D E S C R I P T I O NB273-05-01 REFERENCE DRAWINGB273-05-02 GROUND & FIRST FLOOR PLANB273-05-03 ROOF & CEILING PLANB273-05-04 SECTIONSB273-05-05 ELEVATIONSB273-05-06 FOUNDATION, DRAINAGE & BOUNDARY WALL PLANB273-05-07 PATIO PLANS, SECTIONS & ELEVATIONS
E E
C
B273-06-01 BATHROOM LAYOUTSB273-06-02 KITCHEN LAYOUTB273-07-01 DOOR & WINDOW SCHEDULE
B273-05-08 HANDRAIL DETAIL
B273-07-02 FINISHING SCHEDULEB273-07-03 SANITARYWARE SCHEDULEB273-08-01 DRAWING REGISTER
B273-05-09 GENERAL DETAILS
B2HvB980 high
B3HvB980 high
REVISIONS:D E S C R I P T I O N DATE
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIEDWITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT
S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK.
FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TOSCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON
THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 4540060Noel A Botha. Architect/Argitek
PROJECT :
DESCRIPTION :
DRAWN : PROJ. NUMBER : DRG. NO. : REV. :BSCALE :
DATE :
OWNER: ARCHITECT:
1:50 Y.S. 273 -05-02
1:50 GROUND & FIRST FLOOR PLANS
S.A.C.A. REGISTRATION No: 2547PB 2596PRACTICE No:
ISAA. REG. No: 3709
PROPOSED NEW DWELLING ON ERF No.------ @ -- MILLER RD. CLAREMONT
LOUNGEtiles
DININGtiles
GARAGEgrano
KITCHENtiles
23,640IC4
IC2
IC5
G
G
150 diam. HR. P.C S.W channel
2.6m x 2m high GMS sliding gate
PATIOtiles
WCtiles
STORE
IC1
IC3
22-02-2011
NOTE:
9882
230
3030
180
1810
9043
1223
0
3880
1950
2810
5240
924
5401
180
6438
1230
1033
230 2205 190 3302 230
230 1050 330
6157
Sewers to erf no's ------ & ------as separate contract
Soil pipe encasedin concrete 100mmall round
100mm diameter UPVC soil pipe @ 1:60
expansion joint
EJ
Existing common boundary wall
Existing 'Dais Cotonifolia' (pom-pom tree): indigenoustree to be protected.
Existing 'Grevilea Robusta' (silky oak):exotic tree to be protected.
Class 'A' 1/2hourself-closing fire door
11
10
9 8
7
6
5
1413
12
13 12
14
15
16
1817
180
600
2626
740
950
190
90
230
1100
660 24063778
2500
23,390
694
943
REV.No.
WALL TILING AREAS:43.6m²TOTAL WALL AREA=
TOTAL FLOOR AREA (external)= 17.1m²
Roof of garage on ERF ------
BEDROOM 2carpet
BEDROOM 3
MAINBEDROOM
26,340
carpet
carpet
DRESS RMcarpet
Pergola over braai patio on ground floor.
BATHRM 2tiles
BATHRM 1tiles
6157
1033 230 2100 90 3507 230
4312
9090
3032
1900
9882
2231 1935
2320
2301033 2953 90 2654 230
1600
9022
0090
2100
9032
53
6157
GROUND FLOOR PLAN. FIRST FLOOR PLAN.
668
CLCL CL
Garage ofERF ------as seperate contract
CL
230
4108
230
LOBBYtiles
3
2
1
4
3
7
8
6
1
5
2
4
1
23
4
5
6
13
7
8
9
12
1110
910
11
14
A04
A04
B04
B04
C04C
04
D04
D04
A04
A04
D04
D04
E05
E05
900
BRAAI
950
810
3296
2433
S.A.C.A. REGISTRATION No: 2547PB 2596PRACTICE No:
ISAA. REG. No: 3709
P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 [email protected]
273 -05-03
Noel A Botha. Architect/Argitek
PROJECT :
DESCRIPTION :
DRAWN : PROJ. NUMBER : DRG. NO. : REV. :BSCALE :
DATE :
OWNER: ARCHITECT:
REVISIONS:D E S C R I P T I O N DATEREV.No.
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIEDWITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT
S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK.
FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TOSCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON
THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
1:50 / 1:100
25-02-2011
ROOF & CEILING PLAN
Y.S.
PROPOSED NEW DWELLING ON ERF No.------ @ -- MILLER RD. CLAREMONT
Pergola over braaipatio on ground floor.See DRG B273-05-07
1
2
3
4
8
8
8
5
6
9 7
3. 76x50mm S.A. Pine purlins @ max 1,1m c/c.
LEGEND FOR ROOF:1. 100X38mm wall plates2. Gangnailed roof trusses @ ±760mm c/c.
5. Gms 'teco' brackets.6. 150x50 purlin/rafters @ max. 1,261m c/c.7. 228x32 laminated fascia.8. 'Ogee' seamless aluminium gutter.9. Galv. prepainted IBR roof sheeting @ 3° slope.
4. Prepainted cottage profile chromadek roof sheeting @ 20° slope.
ROOF PLAN. 1:50
FIRST FLOOR
MIRRORED CEILING PLAN.1:100
GROUND FLOOR
sidewall flashing withcounter flashing.
ext. corner-trim flashing.
headwall flashingwith counter flashing.
ext. corner-trim flashing.
apex flashing.
spreader.
DP
DP
'Ogee' seamless aluminum gutter.
DETAIL 'X'
For roof over garagesee DETAIL 'X'
void
10
10. Future roof over garage of erf ------ as per seperate contract.
skimmed plasterboard ceiling
standard covedcornice
B.I.C
B.I.C
650 X 650access hatch
sloping RC soffit to stair
paintedR.C. soffit
skimcoat to R.C. soffit
paintedR.C. soffit
kitchen shelving
U/S of IBR roof sheeting
standard covedcornice
standard covedcornice
skimmed plasterboard ceiling
Galv. prepainted IBR roof sheeting @ 3° slope.
MIRRORED CEILING PLAN.1:100
H.W
.C
S.A.C.A. REGISTRATION No: 2547PB 2596PRACTICE No:
ISAA. REG. No: 3709
Noel A Botha. Architect/Argitek
PROJECT :
DESCRIPTION :
DRAWN : PROJ. NUMBER : DRG. NO. : REV. :BSCALE :
DATE :
OWNER: ARCHITECT:
REVISIONS:D E S C R I P T I O N DATEREV.No.
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIEDWITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT
S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK.
FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TOSCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON
THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
1:50 NAB 273 -05-04
SECTIONS & PART ELEVATIONS
PROPOSED NEW DWELLING ON ERF No.173894 @ 46 MILLER RD. CLAREMONT
22-02-2011
SECTION A-A
F.F.L.26,340
F.F.L.23,640
800x280mm massconc. footings
F.F.L.23,640
Gang nailed roof trusses to be by approved truss manufacturers associationmember: design as per Struc. Eng. design and specs.
BOU
ND
ARY
F.F.L.23,390
First floor slab and stairs:Precast by Dismar or equal approved. Structural design to be as per Struc. Eng. design and specifications.GMS Handrailto Juliette Balcony
Coverland or equalrooftiles on battenson underlay.
2500
SECTION B-B
F.F.L.26,340
F.F.L.23,640
SECTION C-C
800x280mm massconc. footings
LOUNGEtiles
DININGtiles
BEDROOM 3 MAINBEDROOM
GARAGEgrano
BATHROOM 1tiles
BEDROOM 1carpet
Gang nailed roof trusses to be by approved truss manufacturers association member: design as per Struc. Eng. design and specs.
STORE
wall keyedfor future extension as per seperatecontract.
WCtiles
ELEVATION ON D-D
C6HvBB4HvB
Cill
hei
ghtB2HvB
980 high
B1HvB450 high
B1HvB450 high
2606
Coverland or equalrooftiles on 38 X38 SA Pine battensbattens on pvc underlay
F.F.L.23,390
800x280mm massconc. footings
GARAGEgrano
commongaragewall witherf 173892.
2450
Z2S HVB Z1
ext. corner flashing.
sidewall flashingwith counter flashing. F.F.L.
26,340DTL. 3.
DTL. 4.DTL. 1.
DTL. 2.
DTL. 5.
DTL. 6.
DTL. 8.
DTL. 9.
DTL. 10.
DTL. 7.
DTL. 11.
1120
ROOF:Coverland or equal concrete roof tiles @ 25deg on 38x38 S.A. pine battens @ 320c/c on yellow pvc underlay all as per manufacturers specifications on gangnail roof trusses @ max. 750c/c. Trusses to be as per Structural Engineer's design & specifications. Trusses to be tied to 114x38 wallplate tied down onto wall with galv. hoop iron ties built into top six brick courses. RAINWATER GOODS:100mm diam. H.R. seamless aluminium gutters on 228x32 laminated fascia with 75mm diam. aluminium downpipes.CEILINGS:Ground Floor: Underside of precast concrete slab to be skimmed with cretestone.Standard 75mm coved cornice throughout. All to manufacture's details & specifications.
WALLS:Cavity walls with 10 galv. crimped wire ties per square metre. Stepped brickgrip DPC with weep holes at 600mm c/c. All walls to be constructed with 110mm Calsica bricks(by 'Inca'), plastered internally and with face bricks externally. Plastered cills internally and externally to be soldier course facebrick.FOUNDATIONS:Strip footings to 280mm walls to be 800mmx280mm mass concrete. 220 & 110mm walls to have 750mmx230mm mass concrete footings. Generally to comply with National Building Regulations. Existing 'Gunite' pool to be demolished where requiredand filled with suitable soil/hardcore compacted in layers not exceeding 150mm to a compaction of 98% AASHTO. Foundations, bases and floor slab over old pool to be strictly in compliance with Structural Engineer's requirements and specifications.
WINDOWS:To be epoxy-powdercoated aluminium frames with top hung friction stayed openingsections as per window schedule.DOORS:All timber doors to be ex Swartland Joinery or equal approved. All internal doors are to be Decorative- 'Regency' in standard meranti or equal approved door frames.FLOORS:Ground floor floorslab to be 100mm 15MPA mass concrete on 250 micron DPC. on50mm sandbed on hardcore consolidated in layers not exceeding 150mm to 98% AASHTO. First floor to be precast concrete decking system by Specialists. Floor finishes to be carpet or tiles as indicated on plan on min. 30mm S+C screed.STAIRCASE:Staircase to comply with National Building Regulations:Toprail & balusters to be 40mm dia. galv. m.s. with 6mm base plates bolted to concrete with 10mm dia. galv. Rawlbolts (to Structural Engineer's specification). Bottom rail to be 32x6mm galv. m.s. with 15mm solid vetical bars @ 100mm c/c. Treads 250mm and risers 193mm. to be tiled.SKIRTING:76x22mm moulded meranti to be sanded and sealed with 2 cts 'Rubol' or equal timber preservative. Bathrooms to have tile skirting (half floor tile against wall).TILING:
LINTELS:
GLAZING.All glazing to comply with N.B.R. NN1. Glass to be generally clear float glass with opaque glass to bathrooms and toilets.STORMWATER:To discharge into 150mm H.R. precast concrete stormwater channels or 600 wide dished channels discharging into existing sub-surface stormwater system.
Kitchens to be tiled to 2,1m height or to u/s of overhead units. Bathrooms to be tiled to 2,1m height. Non-slip ceramic floor tiles to kitchen, staircase, firstfloor landing & bathrooms.
SPECIFICATION:
Prestressed concrete lintols to be built in over all openings with min 4 brick coursesover with brickforce in every course. Min. bearing: 150mm & max. span: 3,00mLintol over garage door to be pre-stressed lintol by Stresso I D Lintols (Pty.) Ltd.
SECURITY GATE:5,0x2,0m high automated galv. m.s. security sliding gate with hardwood claddingby specialist manufacturer to be built into new opening in existing facebrick wall on street boundary.
First Floor:To be 6,4mm skimmed plaster board ceiling on 38x38 battens. Standard 75mm coved cornice throughout. All to manufacture's details & specifications.
REINFORCED CONCRETE:First floor precast concrete floor slab & stairs to be built strictly in accordance with Structural Engineer's design & specifications.Expansion joints to be built in positions & to detail as directed by engineer.
pitch @ 25deg
S.A.C.A. REGISTRATION No: 2547PB 2596PRACTICE No:
ISAA. REG. No: 3709
Noel A Botha. Architect/Argitek
PROJECT :
DESCRIPTION :
DRAWN : PROJ. NUMBER : DRG. NO. : REV. :BSCALE :
DATE :
OWNER: ARCHITECT:
REVISIONS:D E S C R I P T I O N DATEREV.No.
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIEDWITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT
S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK.
FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TOSCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON
THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
1:50 Y.S. 273 -05-04
SECTIONS & PART ELEVATIONS
PROPOSED NEW DWELLING ON ERF No.------ @ -- MILLER RD. CLAREMONT
22-02-2011
SECTION A-A
F.F.L.26,340
F.F.L.23,640
800x300mm massconcrete footings.
F.F.L.23,640
Gang nailed roof trusses to be by approved truss manufacturers associationmember: design as per Struc. Eng. design and specs.
BOU
ND
ARY
F.F.L.23,390
First floor slab and stairs:structural design to be as per Struc. Eng. design and specifications.
GMS Handrailto Juliette Balcony
2470
SECTION B-B
F.F.L.26,340
F.F.L.23,640
SECTION C-C
LOUNGEtiles
DININGtiles
BEDROOM 3 MAINBEDROOM
GARAGEgrano
BATHROOM 1tiles
BEDROOM 1carpet
Gang nailed roof trusses to be by approved truss manufacturers association member: design as per Struc. Eng. design and specs.
STORE
Wall keyedfor future extension as per seperatecontract.
WCtiles
ELEVATION ON D-D
C6HvBB4HvB
B2HvB980 high
B1HvB450 high
B1HvB450 high
2606
F.F.L.23,390
GARAGEgrano
Commongarage wall with erf -------.
2450
Z2S HVBZ1
Gable edge-trimflashing.
sidewall flashingwith counter flashing. F.F.L.
26,340
DTL. 4.
DTL. 2.
DTL. 7.
DTL. 5.
DTL. 10.
DTL. 6.
DTL. 11.
DTL. 8.
DTL. 1.
DTL. 9.
ROOF:Prepainted 'cottage profile' chromadek roof sheeting @ 20° on 76x50 S.A. pine purlins @ max. 1,1m c/c all as per manufacturers specifications on gangnail roof trusses @ max. 760c/c. Trusses to be as per Structural Engineer's design & specifications and to be tied onto 114x38 wallplate and tied down into wall with galv. hoop-iron ties built into top six brick courses.
RAINWATER GOODS:100mmØ H.R. seamless aluminium gutters on 228x32 laminatedfascia with 75mmØ aluminium downpipes.CEILINGS:Ground Floor: Underside of precast concrete slab to be skimmed with cretestone. Standard 75mm coved cornice throughout.
WALLS:Cavity walls with 10 galv. crimped wire ties per square metre. Stepped brickgrip DPC with weep holes at 600mm c/c. All walls to be constructed with 90mm CoroMaxi 90 (by 'Corobrick'), plastered internally and externally. Plastered cills internally and externally.FOUNDATIONS:Strip footings to 230mm walls to be 800mmx300mm mass concrete. 190 & 90mm walls to have 700mmx280mm mass concrete footings. Generally to comply with National Building Regulations.
WINDOWS:To be selected Redhard meranti frames by Alpha Omega Joiners as per window & door schedule drg. B273-07-01.DOORS:All timber doors to be ex Alpha Omega or equal approved. All internal doors are to be Decorative - 'Regency' in standard meranti or equal approved door frames.FLOORS:Ground floor: 30mm screed on 100mm 15MPA mass concrete slab on 250 micron DPC. on 50mm sandbed on hardcore consolidated in layers not exceeding 150mm to 98% AASHTO.First Floor: 30mm screed on 200mm thick R.C. slab as per Struc. Eng. design and specifications.STAIRCASE:Staircase to comply with National Building Regulations: toprail & balusters to be 40mm dia. galv. m.s. with 6mm base plates boltedto concrete with 10mm dia. galv. Rawlbolts (to Structural Engineer'sspecification). Bottom rail to be 32x6mm galv. m.s. with 15mm solid vertical bars @ 100mm c/c. Treads 250mm and risers 193mm. to be tiled.SKIRTING:76x22mm moulded meranti to be sanded and sealed with approved timber preservative. Bathrooms to have tile skirting (half floor tile against wall).TILING:
LINTOLS:
GLAZING.All glazing to comply with N.B.R. NN1. Glass to be generally clear float glass with opaque glass to bathrooms and toilets and selected rooms as per window & door schedule drg. B273-07-01.STORMWATER:To discharge into 150mm H.R. precast concrete stormwater channels discharging into SW catchpits and sub-surface stormwater system leading to kerb in street.
Kitchens to be tiled to 2,1m height or to u/s of overhead units. Bathrooms to be tiled to 2,1m height. Non-slip ceramic floor tilesto kitchen, staircase, firstfloor landing & bathrooms.
SPECIFICATION:
Prestressed concrete lintols to be built in over all openings with min 4 brick courses over with brickforce in every course. Min. bearing: 150mm & max. span: 3,00m. Lintol over garage door to be pre-stressed lintol by Stresso I D Lintols (Pty.) Ltd.
SECURITY GATE:2.6x2,0m high automated galv. m.s. security sliding gate by specialist manufacturer to be built into new street boundary wall.
First Floor:To be 6,4mm skimmed plaster-board ceiling on 38x38battens. Standard 75mm coved cornice throughout. All to manufacture's details & specifications.
REINFORCED CONCRETE:First floor precast concrete floor slab & stairs to be built strictly in accordance with Structural Engineer's design & specifications.Expansion joints to be built in positions & to detail as directed by Engineer.
DTL. 3.
sectional overhead door
DTL. 12. DTL. 9.
Prepainted cottage profile chromadek roof sheeting @ 20°
Garage: Galv. prepainted IBR roof sheeting @ 3° slope on150x50 purlin/rafters @ 1,261m c/c.
Galv. prepainted IBR roof sheeting @ 3°.
2470
2450
315
NOTE:For detail sections see drg. B273-05-09
1700
Bott
om o
f cl
ear
glas
s
PATIOtiles BRAAI
1700
800
N.G.L.
800x300mm massconcrete footings.
800x300mm massconcrete footings.
800x300mm massconcrete footings.
S.A.C.A. REGISTRATION No: 2547PB 2596PRACTICE No:
ISAA. REG. No: 3709
P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 [email protected]
273 -05-05
Noel A Botha. Architect/Argitek
PROJECT :
DESCRIPTION :
DRAWN : PROJ. NUMBER : DRG. NO. : REV. :BSCALE :
DATE :
OWNER: ARCHITECT:
REVISIONS:D E S C R I P T I O N DATE
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIEDWITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT
S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK.
FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TOSCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON
THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
REV.No.
Prepainted cottage profile chromadek roof sheeting @ 20°
Y.S.1:50
25-02-2011
ELEVATIONS
PROPOSED NEW DWELLING ON ERF No.------ @ -- MILLER RD. CLAREMONT
E8HvB E8HvB
2,4x2,2m highSectional overheadGarage door
GMS Handrailto Juliette Balcony
SOUTH ELEVATION
E8HvB
C6HvBB3HvB
WEST ELEVATION
New common boundary wall
Existing boundary wall on adjoining property
B2HvB980 high
B3HvB980 high
EAST ELEVATION ON E-E
B2HvB450 high
Existing wall onboundary with erf ------
1650
Wall to rear of garage on erf ------keyed for future extension.
Wall to rear of futuregarage on erf ------built as part of this project
B2HvB450 high
Z7 Z7
Weather proof grille from stove hood
Existing wall on boundaryshown dotted
1120
S.A.C.A. REGISTRATION No: 2547PB 2596PRACTICE No:
ISAA. REG. No: 3709
P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 [email protected]
273 -05-06
Noel A Botha. Architect/Argitek
PROJECT :
DESCRIPTION :
DRAWN : PROJ. NUMBER : DRG. NO. : REV. :BSCALE :
DATE :
OWNER: ARCHITECT:
REVISIONS:D E S C R I P T I O N DATEREV.No.
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIEDWITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT
S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK.
FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TOSCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON
THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
NOTES:230mm walls - 800 X 300 mass concrete footing110mm walls - 600 X 280 mass concrete footingReinforced brickwork columns - 800 X 800 X 300 mass concrete bases
1:50, 1:100
25-02-2011
FOUNDATION, SUB-SURFACE DRAINAGE & BOUNDARY WALL PLAN
Y.S.FOUNDATION LAYOUT & SUB-SURFACE DRAINAGE PLAN 1:50
PROPOSED NEW DWELLING ON ERF No.------ @ -- MILLER RD. CLAREMONT
IC4
IC2
IC5
G
G
IC1
IC3
Soil pipe encasedin concrete 100mmall round
100mm diameter UPVC soil pipe @ 1:60
Existing 'Dais Cotonifolia' (pom-pom tree): indigenoustree to be protected.
Existing 'Grevilea Robusta' (silky oak):exotic tree to be protected.
WC
New garage for ERF No. ------as seperate contract
Foundation for commonboundary wall.
Foundation for commonboundary wall.
Existing foundation forexisting boundary wall.
Connection to Municipal Sewer.
CP1
CP2
330x330 brickwork piers.
Sewers to erf no's ------ & ------ as separate contract.
Foundation for new garage.
edge of kerb.
SECTION A-A. 1:50 SECTION B-B. 1:50
20mm exp. joint
SECTION THROUGH PIER1:20
Existing foundation forexisting boundary wall.
800x300 mass concrete footings.
800x800x300 mass concrete base.
800x300 mass concrete footings.
700x250 mass concrete footings.
800x800x300 massconcrete base.
700x250 mass concrete footings.
800x800x300 mass concrete base.
800x280 mass concrete footing.
800x800x300 mass concrete base.
exp jnt
exp jnt
Sewers to erf no's ------ & ------ as separate contract.
COMMON WALL WITH ERF 173892
COMMON WALL WITH ERF 173893
ELEVATIONS.
COMMON BOUNDARY WALL PLANS. 1:100
NGL
GMS. security railing by specialists.
1000
900
BOF
Plastered coping.
NGL
1900
SECT. THROUGH PIER. 1:50
800 x 800 x 280mass concrete base.
2 x Y10 reinforcing barscast into foundation.
NGL
Brick pier core filledwith concrete.
boundary.
Plastered coping.
440440
20mm expansion joint.
32mm GMS. hoopiron ties built intoevery second course.
2x Y10 rebars incavity filledwith concrete.
Walls and piers to be constructed using 290x140x114 coromaxi bricks.
44044
0
2.6m x 2m high GMS sliding gate
ELEVATION.
2.6m x 2m high GMS sliding gate
STREET BOUNDARY WALL PLAN. 1:100
A
A
B
B
4003 48911801 1802 2247 2247
150140150
140
1000
10
2950 1400 1933 19338619
1075
2000
S.A.C.A. REGISTRATION No: 2547PB 2596PRACTICE No:
ISAA. REG. No: 3709
P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 [email protected] A Botha. Architect/Argitek
PROJECT :
DESCRIPTION :
DRAWN : PROJ. NUMBER : DRG. NO. : REV. :BSCALE :
DATE :
OWNER: ARCHITECT:
REVISIONS:D E S C R I P T I O N DATEREV.No.
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIEDWITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT
S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK.
FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TOSCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON
THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
1:50 273 -05-07
PATIO FLOOR PLANS, SECTIONS & ELEVATIONS
PROPOSED NEW DWELLING ON ERF No.------ @ -- MILLER RD. CLAREMONT
22-02-2011
PLAN AT LOWER LEVEL. PLAN AT HIGHER LEVEL.
PART WEST ELEVATION.
E8HvB
Pergola over braai patio on ground floor
G
PATIOtiles
924
230 1050 330
1100
13
660 2406CL CL CL
2702
3943
PATIOtiles
639 639
CLCL CL 4106
3056
Selected hard-wood meranti rafters
2131064
CLCL
CL
GG
G
F F F F
SECTION F-F.
PATIO LEGEND:1. G.M.S. Juliette balcony handrail: see drg.-08 2. 150X50 selected red-hard meranti rafters.3. 230X50 selected meranti hardwood bearers.4. Patio floor: Tiled to falls on 100mm mass concrete slab on 250micron DPC on compacted fill.5. 330X330 brick piers with Y12 rebar & cavity filled with concrete .6. 800mm high tiled braai work-top.7. Fire-bricks 8. 80mm concrete slab (Lintols?)
1
2
3
4
5
41
2
3
3
7
8
2
7
8
3
SECTION G-G.
E8HvB
GROUND FLOOR PLAN.
PATIOtiles
924
230 1050 330
1100
1327
02
G
G
F F
4
5
6
7
220
900
220
983
5
220
900
220
983
220
883582
679
110
220
440
220220 220
1700
BRAAI
3283
2403
800
1700
800
N.G.L. N.G.L.
3296
3296
S.A.C.A. REGISTRATION No: 2547PB 2596PRACTICE No:
ISAA. REG. No: 3709
P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 [email protected] A Botha. Architect/Argitek
PROJECT :
DESCRIPTION :
DRAWN : PROJ. NUMBER : DRG. NO. : REV. :SCALE :
DATE :
OWNER: ARCHITECT:
REVISIONS:D E S C R I P T I O N DATEREV.No.
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIEDWITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT
S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK.
FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TOSCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON
THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
B1:25 273 -05-08
HANDRAIL DETAILS
PROPOSED NEW DWELLING ON ERF No.------ @ -- MILLER RD. CLAREMONT
18-04-2011R.A./Y.S.
galvanised mildsteel Juliette handrail
installed to balcony of MAIN BEDROOM.
fixed to wall with X4 M10 rawlbolts.
1028
ELEVATION
GROUND FLOOR PLAN FIRST FLOOR PLAN
SECTION B-BSECTION A-A
JULIETTE BALCONY HANDRAIL
SECTION C-C
STORE
F.F.L.26,340
F.F.L.23,640
STORE
F.F.L.26,340
F.F.L.23,640
90190090
900
1950
810
950
DTL. 1.
DTL. 2.
DETAIL 1.
DTL. 3.
DETAIL 2.
DETAIL 3.
STORE
F.F.L.26,340
DTL. 4.
DTL. 5.
CC
A A BB
CC
AA
BB
DETAIL 4.
DETAIL 5.
3. 6m x 200mm x 100mm G.M.S base-plate.
LEGEND FOR HANDRAIL DETAILS:1. 20 X 20mm Solid G.M.S baluster.2. 40mm Diameter G.M.S pipe railing.4. 4 x 12mm Diameter G.M.S rawlbolt.
1
4
3
2
2
1
F.F.L.23,640
2
1
3
4
3
STORE
250
250
250
250
250
950
1115
835
Handrail against side wall
Handrail against side wall
900 100 900
S.A.C.A. REGISTRATION No: 2547PB 2596PRACTICE No:
ISAA. REG. No: 3709
Noel A Botha. Architect/Argitek
PROJECT :
DESCRIPTION :
DRAWN : PROJ. NUMBER : DRG. NO. : REV. :BSCALE :
DATE :
OWNER: ARCHITECT:
REVISIONS:D E S C R I P T I O N DATEREV.No.
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIEDWITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT
S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK.
FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TOSCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON
THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
1:10 NAB 273 -05-09
DETAILS
PROPOSED NEW DWELLING ON ERF No.173894 @ 46 MILLER RD. CLAREMONT
12-04-2011
DETAIL 1. DETAIL 2. DETAIL 3. DETAIL 4. DETAIL 5.
DETAIL 6. DETAIL 7. DETAIL 8. DETAIL 9. DETAIL 10.
DETAIL 11.
SECTION A-A SECTION C-C
WCtiles
DTL. 5.
DTL. 6.
DTL. 8.
DTL. 9.
DTL. 10.
DTL. 7.
DTL. 11.
SECTION B-BELEVATION ON D-D
DTL. 3.
DTL. 4.DTL. 1.
DTL. 2.
S.A.C.A. REGISTRATION No: 2547PB 2596PRACTICE No:
ISAA. REG. No: 3709
Noel A Botha. Architect/Argitek
PROJECT :
DESCRIPTION :
DRAWN : PROJ. NUMBER : DRG. NO. : REV. :BSCALE :
DATE :
OWNER: ARCHITECT:
REVISIONS:D E S C R I P T I O N DATEREV.No.
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIEDWITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT
S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK.
FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TOSCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON
THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
1:10 Y.S. 273 -05-09
DETAILS
PROPOSED NEW DWELLING ON ERF No.------ @ -- MILLER RD. CLAREMONT
12-04-2011
SECTION A-A
DTL. 5.
DTL. 10.
DTL. 6.
DTL. 11.
DTL. 8.
DTL. 1.
DTL. 9.
SECTION B-B
DTL. 3.
DTL. 4.
DTL. 2.
DTL. 7.
DETAIL 2.
DETAIL 7.
DETAIL 3. DETAIL 4. DETAIL 5.
DETAIL 10.
DETAIL 1.
DETAIL 6.
DETAIL 11.
DETAIL 8. DETAIL 9.
200
100
DTL. 12.
DTL. 1.
DETAIL 12.
DTL. 9.
1
5 6
4
1278
3. 76x50 S.A. Pine purlins @ max 1,1m c/c.
LEGEND FOR DETAILS:1. Prepainted cottage profile chromadek roof sheeting @ 20°.2. Gangnailed roof trusses.
5. 228x32 laminated fascia.6. 'Flexit' fibre cement eaves soffit lining on 38X38 battens.7. Skimmed 6mm plaster board ceiling8. Standard 75mm coved cornice.
4. 100x38 wall plate.
32
10
9
9. 75mm Ø down pipe.
12. 150x50 purlin/rafters @ 1,261m c/c.11. Galv. Chromodek IBR roof sheeting @ 3° slope.
10
5
11
10. 100mm Ø 'Ogee' seamless aluminium gutter.
18
13 11
15
14
13. Gable edge-trim flashing.15. Gms 'teco' brackets.
14
18
14. Sidewall flashing with counter flashing.
16
16. 76x22 meranti skirting.
17
17. 200mm thick R.C. floor slab to Struc. Eng. design and specs.
8 18
9
9
18
18
17
8
12
11
14
19
19. Apex flashing.18. DPC.
18
23 18
21
20
22
20. Sectional overhead garage door.21. Brick paving to under sectional overhead garage door.22. 75mm step in slab.23. 100mm thickening of slab @ door.
18
24
24. 100mm thick mass concrete slab.
24
9
N.G.L.N.G.L.N.G.L.
25. Plastered cills (internal + external).26. Drip.
25
26
27. Bagged brickwork finish.
27
27
SECTION C-CELEVATION ON D-D
26
38
26
2418
16
28. Tiles laid to falls.
40
18
S.A.C.A. REGISTRATION No: 2547PB 2596PRACTICE No:
ISAA. REG. No: 3709
P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 [email protected]
273 -06-01
Noel A Botha. Architect/Argitek
PROJECT :
DESCRIPTION :
DRAWN : PROJ. NUMBER : DRG. NO. : REV. :BSCALE :
DATE :
OWNER: ARCHITECT:
REVISIONS:D E S C R I P T I O N DATEREV.No.
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIEDWITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT
S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK.
FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TOSCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON
THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
1:50
08-03-2011
BATHROOM LAYOUTS & ELEVATIONS
Y.S./R.A.
WC (guest bathroom) 1:25
PROPOSED NEW DWELLING ON ERF No.------ @ -- MILLER RD. CLAREMONT
LK
JI
ELEVATION I ELEVATION KELEVATION J ELEVATION L
1734
190 384 800 353
100
850
EN-SUITE BATHROOM 1:25
BATHROOM 2 1:25
HG
FE
DC
BA
ELEVATION CELEVATION A ELEVATION B ELEVATION D
Bath
ELEVATION F ELEVATION GELEVATION E ELEVATION H
90012002100
2231918
918
1538
500
400
45d0'0"
649
S.A.C.A. REGISTRATION No: 2547PB 2596PRACTICE No:
ISAA. REG. No: 3709
P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 [email protected]
273 -06-01
Noel A Botha. Architect/Argitek
PROJECT :
DESCRIPTION :
DRAWN : PROJ. NUMBER : DRG. NO. : REV. :BSCALE :
DATE :
OWNER: ARCHITECT:
REVISIONS:D E S C R I P T I O N DATEREV.No.
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIEDWITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT
S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK.
FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TOSCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON
THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
1:50
08-03-2011
BATHROOM LAYOUTS & ELEVATIONS
N.A.BOTHA
BATHROOM 1 1:25
BATHROOM 2 1:25
WC (guest bathroom) 1:25
PROPOSED NEW DWELLING ON ERF No.173894 @ 46 MILLER RD. CLAREMONT
DC
BA
ELEVATION CELEVATION A
Bath
13662231
ELEVATION B ELEVATION D
BathWC
WHB
2100
1179
850
2100 50
0
850
1350
600
590
1165
345
600
900
2100
187
2100
HG
FE
ELEVATION F ELEVATION GELEVATION E ELEVATION H
900
2100
518
1165
518
2200
LK
JI
ELEVATION I ELEVATION KELEVATION J ELEVATION L
1734
190 384 800 353
100
2100
850
618
600693
1000 90 1010
S.A.C.A. REGISTRATION No: 2547PB 2596PRACTICE No:
ISAA. REG. No: 3709
P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 [email protected]
273 -06-02
Noel A Botha. Architect/Argitek
PROJECT :
DESCRIPTION :
DRAWN : PROJ. NUMBER : DRG. NO. : REV. :BSCALE :
DATE :
OWNER: ARCHITECT:
REVISIONS:D E S C R I P T I O N DATEREV.No.
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIEDWITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT
S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK.
FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TOSCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON
THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
2500
900
600
932
2205
620 1080 505 190
833 672 700
620
905
1731
75
75
620
75
Dish washer
Washing machine
Fridge
Fridge
Washing machine
Dish washer
7.75
2
1:25
08-03-2011
Y.S.
PROPOSED NEW DWELLING ON ERF No.------ @ -- MILLER RD. CLAREMONT
KITCHEN DETAIL LAYOUT & ELEVATIONS
DC
BA
KITCHEN PLAN. 1:25
ELEVATION C. ELEVATION D.
ELEVATION B. ELEVATION A.
1. All divisions, bottoms, ends, and shelving to be 16mm melamine board with exposed edges sealed with PVC edging strip.
SPECIFICATION:
2. Doors: to be supawood PVC wrapped doors: colour to be selected3. Drawer & cupboard handles: 'Roco Egoki' oval arch EOO28SS or equal approved.4. Concealed hinges.5. Granite counter tops: Alternative Ceasarstone or laminated bamboo6. Backing to cupboards to be white tempered hardboard or equal approved.7. Stainless steel sink: Franke ARX621LHr9178. Stove installation: oven Defy DB0456, hob Defy DHD 358, extractor Defy DCH250
'TILES' TO FALLS ON PATIO: RAVINE TILE 440X440X15
GRASS
GRASS
6157
945
1520
770
770
3544
850
3741
932
750 9865
5106
975
5375
253
3937
S.A.C.A. REGISTRATION No: 2547PB 2596PRACTICE No:
ISAA. REG. No: [email protected]
PROJECT :
DESCRIPTION : P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 4540060Noel A Botha. Architect/Argitek DRAWN : PROJ. NUMBER : DRG. NO. : REV. :BSCALE :
DATE :
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIEDWITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT
S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK.
FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TO SCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON THIS DRAWING AND
REMAINS THE PROPERTY OF THE ARCHITECT.
273 -06-03PAVING LAYOUT
NEW DWELLING ON ERF No.-------- MILLER RD. CLAREMONT
Existing 'Dais Cotonifolia' (pom-pom tree): indigenoustree to be protected.
Existing 'Grevilea Robusta' (silky oak):exotic tree to be protected.
'BRICK' PAVING LAID TO FALLS: KENT COBBLE 110X110X50
NEW DWELLING
GARAGE RAMP
'BRICK' PAVING LAID TO FALLS: KENT COBBLE 110X110X50
'BRI
CK' P
AVIN
G LA
ID
TO F
ALLS
: KEN
T CO
BBLE
110
X110
X50
'BRICK' PAVING LAID TO FALLS: KENT COBBLE 110X110X50
'TILES' ON LANDING: RAVINE TILE 440X440X15
PAVING LAYOUT. 1:50
1:5017 JUNE 2011
N.A.B./Y.S.
S.A.C.A. REGISTRATION No: 2547PB 2596PRACTICE No:
ISAA. REG. No: 3709
P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 [email protected]
Panel door.Selected hardwood.
None.
1.
DOOR TYPE & C0DE:DOOR NUMBER:
Z41.
DOOR LEAF:
IRONMONGERY:FRAME:
TOTAL REQUIRED:GLAZING:
FINISH - FRAME: - LEAF:
DESCRIPTION:SPECIFICATION:
Rebated double door.
Selected hardwood with glazed panels.Selected hardwood.
Laminated safety glass to comply with N.B.R.1.
DOOR TYPE & C0DE:DOOR NUMBER:
Z7 Z73.
DOOR LEAF:
IRONMONGERY:FRAME:
TOTAL REQUIRED:GLAZING:
FINISH - FRAME: - LEAF:
DESCRIPTION:SPECIFICATION:
Rebated double door.
Selected hardwood with glazed panels.Selected hardwood.
Laminated safety glass to comply with N.B.R.2.
Z7 Y32, 18.
F.L+B gate.Selected hardwood.Selected hardwood.
None
1.
Z11.11.
DOOR BY 'GENIE' OR EQUALLY APPROVED.
1.
SECTIONAL OVERHEAD GARAGE DOOR5.
6mm Georgian wired glass: opaque
1.
Z2S HVB4.Type Z2 HVB stable door.
Selected hardwood.
4.
Semi-solid flush door.
7, 14, 16, 17.
Y1 frame.
Flush door & frame.
4.
Semi-solid flush door.
6, 12, 13, 15.Flush door & frame.
Y1 frame.
None.
1:50 273 -07-01
DOOR & WINDOW SCHEDULE
MARCH 08Y.S.
1.
8.
Y1 frame.
Veneered blockboard with HW edging
Sand,prime where required & paint eggshell enamel to approved colour.
None.
None.
605
Selected hardwood.Selected hardwood with glazed panels.
HATCH TO STORE
Sand,prime where required & paint eggshell enamel to approved colour.
Sand,prime where required & paint eggshell enamel to approved colour.
1.
10.G.M.S PEDESTRIAN GATE
GATE BY SELECTED SPECIALIST.
2600
2000
900
2000
9.G.M.S SLIDING GATE
GATE BY SELECTED SPECIALIST.
1.
860
935
PROPOSED NEW DWELLING ON ERF No.------ @ -- MILLER RD. CLAREMONT
WINDOW TYPE & C0DE:WINDOW NUMBER:FRAME DETAIL:
GLAZING:TOTAL REQUIRED:
450
1165
11, 12.B1HvB
2.
Sand & seal with approved wood preservative.4mm clear float glass.
Selected hardwood casement.
4mm clear float glass.
Selected hardwood casement.
4mm clear float glass.
Selected hardwood casement.
4mm opaque glass.
Selected hardwood casement.
8, 9.B2HvB
1725
450
2.
5.B3HvB
1.
2285
1.B3HvB
1.
2285
700
4.B4HvB
1.
605
700
WINDOW TYPE & C0DE:WINDOW NUMBER:FRAME DETAIL:
GLAZING:TOTAL REQUIRED:
4mm clear float glass.
Selected hardwood casement.
4mm clear float glass.
Selected hardwood casement.2, 3.C6HvB.
2.
1725
900
6, 13, 14.E8HvB.
3.
1540
1725
980
OPAQUE
CLEAR
Sand & seal with approved wood preservative.
Sand & seal with approved wood preservative.
Sand & seal with approved wood preservative.
Sand & seal with approved wood preservative.
Sand & seal with approved wood preservative.
4mm clear float glass above & 4mm opaque glass below.
Selected hardwood casement.7, 10.
Sand & seal with approved wood preservative.
2.
B2HvB
980
CLEAR
OPAQUE
Selected hardwood casement.Sand & seal with approved wood preservative.
Sand & seal with approved wood preservative.
Sand & seal with approved wood preservative.
Sand & seal with approved wood preservative.
Sand & seal with approved wood preservative.
Sand & seal with approved wood preservative.
4mm clear float glass above & 4mm opaque glass below.
Noel A Botha. Architect/Argitek
PROJECT :
DESCRIPTION :
DRAWN : PROJ. NUMBER : DRG. NO. : REV. :BSCALE :
DATE :
OWNER: ARCHITECT:
813 813 813 762
2032
2032
2032
2032
2032
1614
2032
1227
2100
2400
REVISIONS:D E S C R I P T I O N DATEREV.No.
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIEDWITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT
S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK.
FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TOSCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON
THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
CPUT 2
nd 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 cross-road.
Roof plan: Portions of the roof are removed to reveal and explain the structure. Annotations to a specific legend make the drawing clear.
Sections: This section is more of a sectional elevation, as it cuts through the existing structure and shows the new structure in elevation. Structure behind the walls in elevation is shown in dotted line.
S.A.C.A. REGISTRATION No: 2547PB 2596PRACTICE No:
ISAA. REG. No: 3709
P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 [email protected]
376 -02-01
Noel A Botha. Architect/Argitek
PROJECT :
DESCRIPTION :
DRAWN : PROJ. NUMBER : DRG. NO. : REV. :BSCALE :
DATE :
OWNER: ARCHITECT:
REVISIONS:D E S C R I P T I O N DATEREV.No.
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIEDWITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT
S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK.
FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TOSCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON
THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
4
1
7
3
123
30
600 2350 600
2 2 2
2
5 7
10
8
10
8
6
7
9
55
ALTERATIONS & ADDITIONS: ERF No ------, -- WESLEY ROAD, CLAREMONT.
1:100
21-06-2011
PLANS, SECTIONS & ELEVATIONS
Y.S.
GROUND FLOOR PLAN 1:100.FIRST FLOOR PLAN 1:100.
SECTION A-A. SECTION C-C. SECTION B-B.
SECTION D-D.
WEST ELEVATION. EAST ELEVATION.NORTH ELEVATION.
LEGEND:1. Remove existing staircase & make good walls + floor.2. Remove existing roof & first floor structure.3. Retain brick party wall on boundary.4. Remove existing door, build in new lintols & form new opening in existing wall.5. 231x70 Cape Lam beam on concrete pads formed on top of existing walls.6. New lightweight first floor timber structure: 225x9mm 'Nutec' building planks on lightweight pine stud frame constructed strictly as per SANS 10082: 2007 Building Codes.7. Existing floor over dining/kitchen to be retained.8. New suspended timber floor: 22x100 T+G floor boards on 228x50 SA Pine floor joists @ max 450 c/c all as per SABS 0163.9. Floor to bathrooms to be constructed as per SANS 10082: 2007.10. Existing chimney to be re-routed + sheathed in fire-proof material through first floor & roof.
DINING/KITCHEN
LIVING ROOM
FAMILYROOMBEDROOM2
BEDROOM1
100
1200
FAMILYROOM
LIVING ROOM
BATHRM 950
line of building above.
A
5540 600
B.I.C.
5670 600
2450
C
C
2590
wall on other end of opening.
FAMILYROOM
LIVING ROOM
B
1050 100
E
FAMILYROOM
100
3000
100
10010
80 DINING/KITCHEN
100
3610
100 D
AABB
C EE
DD
LIVING ROOM
BEDROOM2 BEDROOM1
B.I.
C.
BEDROOM1
B.I.
C.
BEDROOM2
C ED
N.G.L.
N.G.L.
N.G.L.
N.G.L. N.G.L.
N.G.L.
N.G.L.
A
B
DINING/KITCHEN
V.V.
Existingsoil pipe.ExistingD.P.
ExistingD.P. extended.
Existingsoil pipe.
ExistingD.P.
100
1915
100
3465
280
3240
290
100 100
V.V.
ExistingD.P. extended.
ExistingD.P.
D.P.
D.P.
D.P.
Spreader.
2100
NOTES:1. ROOF TRUSSES: Prefabricated engineer designed trusses with approved gangnail/nail plate connectors, erected and braced in accordance with manufacturers specifications.2. ROOF TRUSS BRACING: 114X38 diagonal bracing (45deg) nailed to underside of rafters at each end of the roof in both planes.3. Rafters and trusses tied down 600mm into walls with 1,2x30mm galv. hoop iron straps.4. Structural timber to be Grade 6 unless shown otherwise.5. P.C. lintols with min 4 courses of new brickwork with brickforce every course over all openings over 900mm and not exceeding 3m.6. All structural timber built into walls to be well tarred, creosoted or wrapped in a damp-proof membrane.7. Glazing to doors & windows in excess of 1m² or less than 300 mm above FFL to be safety-glazed in accordance with National Building Regulations: Part N8. Damp proof membrane to be 150mm above NGL9. All soil pipes under floors to be encased 100mm in concrete all round10. No drainage pipes to be covered until inspected and approved by the Building Inspector
12. All windows to be min. 10% of floor area with 50 % of window to be openable and min. of 0,2m² of window area in bathroom to be openable.13. Stair risers to be max. 200mm and treads to be min 250mm, min width to be 750mm with clear headroom of 2,1m vertical to be provided.14. 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.
11. All 'waste water' fittings to have 75mm deep-seal traps.
15. New windows and doors as per Alpha Omega Catalogue.16. No portion of building to project over boundary.
1000
EN SUITE
BATHRM
3300 100
BATHRM
SS2 HvB1150 high
SS2 HvB1150 high
C8HvB
SS2 HvB1150 high
[email protected] ROOF PLAN, SECTION E-E & SITE PLAN.
OWNER: ARCHITECT:
22-06-2011Y.S.
REVISIONS:D E S C R I P T I O N DATEREV.No.
P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 4540060Noel A Botha. Architect/Argitek
DRAWN :
PROJ. NUMBER : DRG. NO. : BSCALE :
DATE :
PROJECT:
DESCRIPTION: 376 -02-021:100/ 1:200
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIEDWITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT
S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK.
FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TO SCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON THIS DRAWING AND
REMAINS THE PROPERTY OF THE ARCHITECT.
1
3. 76x50mm S.A. Pine purlins @ max 1,1m c/c.
LEGEND:1. 100X38mm wall plate on top of light weight timber construction.2. 231x32mm laminated fascia.
5. 'Ogee' seamless aluminium gutter.
7. Fibrecement 'building planks' on light weight timber stud framed structure.
6. Prepainted cottage profile Chromadek roof sheeting @ 25° slope.
2
6 3 5
4
4. Gangnailed roof trusses @ ±720mm c/c.
6
7
8
8. Existing chimney to be re-routed and sheathed in fire-proof material through first floor and roof.
D.P.Spreader
Existing D.P.
ALT. TO ERF -----, -- WESLEY ROAD, CLAREMONT.
B2HvBfixed
N.G.L.
SECTION E-E.
Part of building on ERF 117921.
SITE PLAN 1:200.
ERF 117921
WES
LEY
ROAD
±19
m T
O
FIRST
AVE
NU
E
ERF 117920
28,09
3,35
5,371,9
87,88
2,41
0,97
3,70
2,513,60
3,16 0,90
7,326,60
5,22
19,6
2
ROOF PLAN 1:100.
COVERAGE CALCULATIONS:SITE AREA:EXISTING BULK:PROPOSED BULK:
222m²
138m²PROPOSED COVERAGE:
111,5m²82m²
EXISTING COVER: 82m²
CPUT 2
nd 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.
S.A.C.A. REGISTRATION No: 2547PB 2596PRACTICE No:
ISAA. REG. No: 3709
P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 [email protected]
361 -02-01
Noel A Botha. Architect/Argitek
PROJECT :
DESCRIPTION :
DRAWN : PROJ. NUMBER : DRG. NO. : REV. :BSCALE :
DATE :
OWNER: ARCHITECT:
REVISIONS:D E S C R I P T I O N DATEREV.No.
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIEDWITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT
S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK.
FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TOSCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON
THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
WEST ELEVATION.
PLAN AND SITE PLAN 1:100. FIRST FLOOR PLAN.
SECTION B-B.
EX.KITCHEN
EX.BEDROOM
boundary
PLANS, SECTIONS & ELEVATIONS.
NOTES:1. ROOF TRUSSES: Prefabricated engineer designed trusses with approved gangnail/nail plate connectors, erected and braced in accordance with manufacturers specifications.2. ROOF TRUSS BRACING: 114X38 diagonal bracing (45deg) nailed to underside of rafters at each end of the roof in both planes.3. Rafters and trusses tied down 600mm into walls with 1,2x30mm galv. hoop iron straps.4. Structural timber to be Grade 6 unless shown otherwise.5. P.C. lintols with min 4 courses of new brickwork with brickforce every course over all openings over 900mm and not exceeding 3m.6. Gable-end walls tied back to roof structure with 1,2x30mm GMS hoop iron straps @ 600c/c embedded 300mm in wall, bent over and fixed to 2 rafters.7. P.C. lintols + 2 courses of new 190 blockwork with brickforce every course over all openings not exceeding 3m.8. All structural timber built into walls to be well tarred, creosoted or wrapped in a damp-proof membrane.9. Glazing to doors & windows in excess of 1m² or less than 300 mm above FFL to be safety-glazed in accordance with National Building Regulations: Part N10. Cavity walls to be tied together with 10 2,5mm galvanised crimped wire ties per square meter.11. Damp proof membrane to be 150mm above NGL12. All windows to be min. 10% of floor area with 50 % of window to be openable and min. of 0,2m² of window area in bathroom to be openable.13. Stair risers to be max. 200mm and treads to be min 250mm, min width to be 750mm with clear headroom of 2,1m vertical to be provided.14. INSULATION: 50mm thick mineral fibre wool insulation between stud framing to walls and 40mm mineral fibre wool insulation to ceilings.
LEGEND:1. Remove part of existing roof structure.2. Retain brick party wall on boundary.
4. 203mmx102mmx25.33kg/m G.M.S 'I' beam on concrete pads formed on top of existing walls.
3. New lightweight first floor timber structure: lightweight timber stud frame with loadbearing timber sizes: 76x50 grade 6 SA Pine @ 450 c/c & non-loadbearing timber sizes: 76x50 SA Pine @ 600 c/c. Constructed strictly as per SANS 10082: 2007 Building Codes. Walls externally to be finished with 225x9mm 'Nutec' building planks & internally with 9mm Gypsum plasterboard painted with washable PVA paint.
5. New suspended timber floor: 22x100 T+G floor boards on 114x50 SA Pine floor joists @ max 450 c/c all as per SABS 0163.
7. 'Ogee' seamless aluminum gutter fixed to 231x32 laminated fascia.8. 76x50 SA Pine purlins @ max 1,1m c/c fixed to 114x38 roof trusses @ ±720mm c/c on 100x38 SA Pine wall plate on lightweight timber construction.
6. New Reinforced Concrete floor: First floor RC floor slab to be built strictly in accordance with Structural Engineer's design & specifications.
1:100
21-09-2011
11.420
15.7
40
ERF 109851
EX.BEDROOM
EX.LOUNGE
EX.KITCHEN
EX.BEDROOM
EX.BATHROOM
beam
15.7
50
B
pull-downstep ladder
PRINCES ROAD
STORAGE
A
B
STUDY
B
A
B BB
ROOF PLAN.
A
AA
A
SOUTH ELEVATION.
1132
SECTION A-A.
EX. LOUNGE
2100
STUDY
STORE
EX. KITCHEN
boundary
boundary
2100
boundary
boundary
EAST ELEVATION.
pull-downstep ladder
STUDY
pull-downstep ladder
100 100
3554
1842
270 100100
4078
1640
100
200
934
1
2
3
4
5
4
4
3
7
8
2
Prepainted cottage profile chromadek roof sheeting @ 30°
6
11.390
boundary
ERF No.s -------- @ -- PRINCES RD. HARFIELD VILLAGE: ADDITIONS & ALTERATIONS
Y.S.S.A.C.A. REGISTRATION No: 2547
PB 2596PRACTICE No:ISAA. REG. No: 3709
P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 [email protected]
361 -01-02
Noel A Botha. Architect/Argitek
PROJECT :
DESCRIPTION :
DRAWN : PROJ. NUMBER : DRG. NO. : REV. :BSCALE :
DATE :
OWNER: ARCHITECT:
REVISIONS:D E S C R I P T I O N DATEREV.No.
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIEDWITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT
S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK.
FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TOSCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON
THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
12.055PRINCES ROAD
12.055
15.7
40
SOUTH ELEVATION 1:100
PLAN AND SITE PLAN 1:100
ERF 109855
GROUND FLOOR PLAN, SITE PLAN & ELEVATIONS
ERF No.s 109851 @ 21 PRINCES RD. HARFIELD VILLAGE: ADDITIONS & ALTERATIONS
MH4
MH3
MH2
15.7
40
A
A
SECTION A - A
B B
SKETCH PLAN 'A'
NOTES:1. ROOF TRUSSES: Prefabricated engineer designed trusses with approved gangnail/nail plate connectors, erected and braced in accordance with manufacturers specifications.2. ROOF TRUSS BRACING: 114X38 diagonal bracing (45deg) nailed to underside of rafters at each end of the roof in both planes.3. Rafters and trusses tied down 600mm into walls with 1,2x30mm galv. hoop iron straps.4. Structural timber to be Grade 6 unless shown otherwise.5. P.C. lintols with min 4 courses of new brickwork with brickforce every course over all openings over 900mm and not exceeding 3m.6. Gable-end walls tied back to roof structure with 1,2x30mm GMS hoop iron straps @ 600c/c embedded 300mm in wall, bent over and fixed to 2 rafters.7. P.C. lintols + 2 courses of new 190 blockwork with brickforce every course over all openings not exceeding 3m.8. All structural timber built into walls to be well tarred, creosoted or wrapped in a damp-proof membrane.9. Glazing to doors & windows in excess of 1m² or less than 300 mm above FFL to be safety-glazed in accordance with National Building Regulations: Part N10. Cavity walls to be tied together with 10 2,5mm galvanised crimped wire ties per square meter.11. Damp proof membrane to be 150mm above NGL12. All soil pipes under floors to be encased 100mm in concrete all round13. No drainage pipes to be covered until inspected and approved by the Building Inspector
15. All windows to be min. 10% of floor area with 50 % of window to be openable and min. of 0,2m² of window area in bathroom to be openable.16. Stair risers to be max. 200mm and treads to be min 250mm, min width to be 750mm with clear headroom of 2,1m vertical to be provided.17. Forced ventilation to internal ablutions to discharge to the outside air at a rate 25 l/sec per fitting with the fan connected to the lightswitch.
14. All 'waste water' fittings to have 75mm deep-seal traps.
1:100
07-06-2010
N.A.BOTHA
EX.BEDROOM
EX.LOUNGE
EX.KITCHEN EX.
BEDROOM
EX.BATHROOM
EX.LOUNGE
SECTION B - B
EX.LOUNGE
EX.BEDROOM
WEST ELEVATION
boun
dary
boun
dary
boun
dary
18502100
2100
beam
'I' beam over
boun
dary
boun
dary
boun
dary
SEWINGNOOK
FIRST FLOOR PLAN 1:100
12.055A
A
B BSTUDY
ROOF PLAN 1:100
12.055A
A
B B
EX.KITCHEN
STUDY
SEWING NOOK
S.A.C.A. REGISTRATION No: 2547PB 2596PRACTICE No:
ISAA. REG. No: 3709
P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 [email protected]
361 -01-02
Noel A Botha. Architect/Argitek
PROJECT :
DESCRIPTION :
DRAWN : PROJ. NUMBER : DRG. NO. : REV. :BSCALE :
DATE :
OWNER: ARCHITECT:
REVISIONS:D E S C R I P T I O N DATEREV.No.
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIEDWITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT
S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK.
FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TOSCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON
THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
12.055PRINCES ROAD
12.055
15.740
SOUTH ELEVATION 1:100
PLAN AND SITE PLAN 1:100
ERF 109855
GROUND FLOOR PLAN, SITE PLAN & ELEVATIONS
ERF No.s 109851 @ 21 PRINCES RD. HARFIELD VILLAGE: ADDITIONS & ALTERATIONS
MH4
MH3
MH2
15.740
A
A
SECTION A - A
B B
12.055
ROOF PLAN 1:100
B
NOTES:1. ROOF TRUSSES: Prefabricated engineer designed trusses with approved gangnail/nail plate connectors, erected and braced in accordance with manufacturers specifications.2. ROOF TRUSS BRACING: 114X38 diagonal bracing (45deg) nailed to underside of rafters at each end of the roof in both planes.3. Rafters and trusses tied down 600mm into walls with 1,2x30mm galv. hoop iron straps.4. Structural timber to be Grade 6 unless shown otherwise.5. P.C. lintols with min 4 courses of new brickwork with brickforce every course over all openings over 900mm and not exceeding 3m.6. Gable-end walls tied back to roof structure with 1,2x30mm GMS hoop iron straps @ 600c/c embedded 300mm in wall, bent over and fixed to 2 rafters.7. P.C. lintols + 2 courses of new 190 blockwork with brickforce every course over all openings not exceeding 3m.8. All structural timber built into walls to be well tarred, creosoted or wrapped in a damp-proof membrane.9. Glazing to doors & windows in excess of 1m² or less than 300 mm above FFL to be safety-glazed in accordance with National Building Regulations: Part N10. Cavity walls to be tied together with 10 2,5mm galvanised crimped wire ties per square meter.11. Damp proof membrane to be 150mm above NGL12. All soil pipes under floors to be encased 100mm in concrete all round13. No drainage pipes to be covered until inspected and approved by the Building Inspector
15. All windows to be min. 10% of floor area with 50 % of window to be openable and min. of 0,2m² of window area in bathroom to be openable.16. Stair risers to be max. 200mm and treads to be min 250mm, min width to be 750mm with clear headroom of 2,1m vertical to be provided.17. Forced ventilation to internal ablutions to discharge to the outside air at a rate 25 l/sec per fitting with the fan connected to the lightswitch.
14. All 'waste water' fittings to have 75mm deep-seal traps.
1:100
24-11-2008
N.A.BOTHA
GROUND FLOOR PLAN 1:100.EX.BEDROOM
EX.LOUNGE
EX.KITCHEN EX.
BEDROOM
EX.BATHROOM
EX.LOUNGE
SECTION B - B
EX.LOUNGE
EX.BEDROOM
WEST ELEVATION
boun
dary
boun
dary
boun
dary
1850
2100
2100
S.A.C.A. REGISTRATION No: 2547PB 2596PRACTICE No:
ISAA. REG. No: 3709
P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 [email protected]
361 -01-02
Noel A Botha. Architect/Argitek
PROJECT :
DESCRIPTION :
DRAWN : PROJ. NUMBER : DRG. NO. : REV. :BSCALE :
DATE :
OWNER: ARCHITECT:
REVISIONS:D E S C R I P T I O N DATEREV.No.
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIEDWITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT
S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK.
FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TOSCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON
THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
12.055
12.055
15.7
40
ERF 109855
GROUND FLOOR PLAN, SITE PLAN & ELEVATIONS
ERF No.s 109851 @ 21 PRINCES RD. HARFIELD VILLAGE: ADDITIONS & ALTERATIONS
15.7
40
C
SKETCH PLAN 'A'
NOTES:1. ROOF TRUSSES: Prefabricated engineer designed trusses with approved gangnail/nail plate connectors, erected and braced in accordance with manufacturers specifications.2. ROOF TRUSS BRACING: 114X38 diagonal bracing (45deg) nailed to underside of rafters at each end of the roof in both planes.3. Rafters and trusses tied down 600mm into walls with 1,2x30mm galv. hoop iron straps.4. Structural timber to be Grade 6 unless shown otherwise.5. P.C. lintols with min 4 courses of new brickwork with brickforce every course over all openings over 900mm and not exceeding 3m.6. Gable-end walls tied back to roof structure with 1,2x30mm GMS hoop iron straps @ 600c/c embedded 300mm in wall, bent over and fixed to 2 rafters.7. P.C. lintols + 2 courses of new 190 blockwork with brickforce every course over all openings not exceeding 3m.8. All structural timber built into walls to be well tarred, creosoted or wrapped in a damp-proof membrane.9. Glazing to doors & windows in excess of 1m² or less than 300 mm above FFL to be safety-glazed in accordance with National Building Regulations: Part N10. Cavity walls to be tied together with 10 2,5mm galvanised crimped wire ties per square meter.11. Damp proof membrane to be 150mm above NGL12. All soil pipes under floors to be encased 100mm in concrete all round13. No drainage pipes to be covered until inspected and approved by the Building Inspector
15. All windows to be min. 10% of floor area with 50 % of window to be openable and min. of 0,2m² of window area in bathroom to be openable.16. Stair risers to be max. 200mm and treads to be min 250mm, min width to be 750mm with clear headroom of 2,1m vertical to be provided.17. Forced ventilation to internal ablutions to discharge to the outside air at a rate 25 l/sec per fitting with the fan connected to the lightswitch.
14. All 'waste water' fittings to have 75mm deep-seal traps.
1:100
07-06-2010
N.A.BOTHA
EX.BEDROOM
EX.LOUNGE
EX.KITCHEN
EX.BEDROOM
EX.BATHROOM
beam
'I' beam over
STORAGE
FIRST FLOOR PLAN 1:100
12.055
C
C
BSTUDY
12.055PRINCES ROAD
12.055
15.7
40
PLAN AND SITE PLAN 1:100
ERF 109855
MH4
MH3
MH215
.740
A
EX.BEDROOM
EX.LOUNGE
EX.DININGROOM
EX.BEDROOM
EX.BATHROOM
EX.STORE
EX.KITCHEN
A
C
B B
SEWINGNOOK
12.055
A
A
BSTUDY
WEST ELEVATION
boun
dary
boundary
SOUTH ELEVATION 1:100
boun
dary
boun
dary
EAST ELEVATION
boundary boun
dary
NORTH ELEVATION 1:100
boundary
boundary
pull-down step ladder
1074
20,59m²25,65m²
CPUT 2
nd 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.
S.A.C.A. REGISTRATION No: 2547PB 2596PRACTICE No:
ISAA. REG. No: 3709
P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 [email protected]
357 -01-01
Noel A Botha. Architect/Argitek
PROJECT :
DESCRIPTION :
DRAWN : PROJ. NUMBER : DRG. NO. : REV. :BSCALE :
DATE :
OWNER: ARCHITECT:
REVISIONS:D E S C R I P T I O N DATEREV.No.
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIEDWITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT
S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK.
FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TOSCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON
THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
WEST ELEVATION.
GROUND FLOOR PLAN, SITE PLAN & ELEVATIONS
ERF No.s 109855 @ 19 PRINCES RD. HARFIELD VILLAGE: ADDITIONS & ALTERATIONS
PLAN AND SITE PLAN 1:100. FIRST FLOOR PLAN.
SECTION B-B.
EX.LOUNGE
EX.BEDROOM
boundaryboundary
NOTES:1. ROOF TRUSSES: Prefabricated engineer designed trusses with approved gangnail/nail plate connectors, erected and braced in accordance with manufacturers specifications.2. ROOF TRUSS BRACING: 114X38 diagonal bracing (45deg) nailed to underside of rafters at each end of the roof in both planes.3. Rafters and trusses tied down 600mm into walls with 1,2x30mm galv. hoop iron straps.4. Structural timber to be Grade 6 unless shown otherwise.5. P.C. lintols with min 4 courses of new brickwork with brickforce every course over all openings over 900mm and not exceeding 3m.6. Gable-end walls tied back to roof structure with 1,2x30mm GMS hoop iron straps @ 600c/c embedded 300mm in wall, bent over and fixed to 2 rafters.7. P.C. lintols + 2 courses of new 190 blockwork with brickforce every course over all openings not exceeding 3m.8. All structural timber built into walls to be well tarred, creosoted or wrapped in a damp-proof membrane.9. Glazing to doors & windows in excess of 1m² or less than 300 mm above FFL to be safety-glazed in accordance with National Building Regulations: Part N10. Cavity walls to be tied together with 10 2,5mm galvanised crimped wire ties per square meter.11. Damp proof membrane to be 150mm above NGL12. All soil pipes under floors to be encased 100mm in concrete all round13. No drainage pipes to be covered until inspected and approved by the Building Inspector
15. All windows to be min. 10% of floor area with 50 % of window to be openable and min. of 0,2m² of window area in bathroom to be openable.16. Stair risers to be max. 200mm and treads to be min 250mm, min width to be 750mm with clear headroom of 2,1m vertical to be provided.17. Forced ventilation to internal ablutions to discharge to the outside air at a rate 25 l/sec per fitting with the fan connected to the lightswitch.
14. All 'waste water' fittings to have 75mm deep-seal traps.
1:100
24-11-2008
N.A.BOTHA
12.055
12.055
15.7
40
ERF 109855
EX.BEDROOM
EX.LOUNGE
EX.KITCHEN
EX.BEDROOM
EX.BATHROOM
beam
'I' beam over
15.7
40
B
pull-downstep ladder
PRINCES ROAD
STORAGE
12.055
A
B
STUDY
B
12.055A
B BB
ROOF PLAN.
A
AA
A
SOUTH ELEVATION.10
74
SECTION A-A.
EX.LOUNGE
2100
STUDY
STORE
EX. KITCHEN
boundary
'I' beamover
boundary
2100
boundary
boundary
EAST ELEVATION.
S.A.C.A. REGISTRATION No: 2547PB 2596PRACTICE No:
ISAA. REG. No: 3709
P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 [email protected]
357 -02-01
Noel A Botha. Architect/Argitek
PROJECT :
DESCRIPTION :
DRAWN : PROJ. NUMBER : DRG. NO. : REV. :BSCALE :
DATE :
OWNER: ARCHITECT:
REVISIONS:D E S C R I P T I O N DATEREV.No.
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIEDWITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT
S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK.
FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TOSCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON
THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
12.180PRINCES ROAD
12.21015.750
PLAN AND SITE PLAN 1:100.
ERF ---------
PLANS, SECTIONS & ELEVATIONS.MH4
MH3
MH2
15.750
A
A
SECTION A-A.
BB
1:100
21-09-2011
EX.BEDROOM
EX.LOUNGE
EX.BEDROOM
EX.BATHROOM
EX.LOUNGE
SECTION B-B.
EX.LOUNGE
EX.BEDROOM
WEST ELEVATION.
2100
2100
beam
SEWINGNOOK
FIRST FLOOR PLAN.
A
A
BB
STUDY
ROOF PLAN.
A
A
BB
EX.KITCHEN
STUDY
SEWINGNOOK
EX. DININGROOM
EX.KITCHEN
EX.STORE
EX. DININGROOM
EAST ELEVATION.
2100
NORTH ELEVATION.
boundary
boundary
STUDY
boundary
boundary
boundary
200
1132
100 1842 100
100 3554 2704078
1640
100
100
12
2
3
3
4
4
4
5
5
7
8
Prepainted cottage profile chromadek
roof sheeting @ 30°
DPC
NOTES:1. ROOF TRUSSES: Prefabricated engineer designed trusses with approved gangnail/nail plate connectors, erected and braced in accordance with manufacturers specifications.2. ROOF TRUSS BRACING: 114X38 diagonal bracing (45deg) nailed to underside of rafters at each end of the roof in both planes.3. Rafters and trusses tied down 600mm into walls with 1,2x30mm galv. hoop iron straps.4. Structural timber to be Grade 6 unless shown otherwise.5. P.C. lintols with min 4 courses of new brickwork with brickforce every course over all openings over 900mm and not exceeding 3m.6. Gable-end walls tied back to roof structure with 1,2x30mm GMS hoop iron straps @ 600c/c embedded 300mm in wall, bent over and fixed to 2 rafters.7. P.C. lintols + 2 courses of new 190 blockwork with brickforce every course over all openings not exceeding 3m.8. All structural timber built into walls to be well tarred, creosoted or wrapped in a damp-proof membrane.9. Glazing to doors & windows in excess of 1m² or less than 300 mm above FFL to be safety-glazed in accordance with National Building Regulations: Part N10. Cavity walls to be tied together with 10 2,5mm galvanised crimped wire ties per square meter.11. Damp proof membrane to be 150mm above NGL12. All windows to be min. 10% of floor area with 50 % of window to be openable and min. of 0,2m² of window area in bathroom to be openable.13. Stair risers to be max. 200mm and treads to be min 250mm, min width to be 750mm with clear headroom of 2,1m vertical to be provided.
LEGEND:1. Remove part of existing roof structure.2. Retain brick party wall on boundary.3. New lightweight first floor timber structure: lightweight timber stud frame with loadbearing timber sizes: 76x50 grade 6 SA Pine @ 450 c/c & non-loadbearing timber sizes: 76x50 SA Pine @ 600 c/c. Constructed strictly as per SANS 10082: 2007 Building Codes. Walls externally to be finished with 225x9mm 'Nutec' building planks & internally with 9mm Gypsum plasterboard painted with washable PVA paint.
5. New suspended timber floor: 22x100 T+G floor boards on 114x50 SA Pine floor joists @ max 450 c/c all as per SABS 0163.
7. 'Ogee' seamless aluminum gutter fixed to 231x32 laminated fascia.8. 76x50 SA Pine purlins @ max 1,1m c/c fixed to 114x38 roof trusses @ ±720mm c/c on 100x38 SA Pine wall plate on lightweight timber construction.
14. INSULATION: 50mm thick mineral fibre wool insulation between stud framing to walls and 40mm mineral fibre wool insulation to ceilings.
6. New Reinforced Concrete floor: First floor RC floor slab to be built strictly in accordance with Structural Engineer's design & specifications.
6
4. 203mmx102mmx25.33kg/m G.M.S 'I' beam on concrete pads formed on top of existing walls.
ERF No.s -------- @ -- PRINCES RD. HARFIELD VILLAGE: ADDITIONS & ALTERATIONS
Y.S.
CPUT 2
nd 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,
o The correct date, scale, who the drawing was drawn by, the registration number of the professional responsible for the drawing and the logo of the architect/firm.
o Space for the signatures of the owner and architect, and the date of when the drawing is to be signed. Once the drawing is signed by owner, architect and is approved by council, it becomes a legal document.
Site plan: The site plan is at a scale of 1:200, and clearly shows the proposed new work against the approved plan. The retaining wall on the parking level had moved and is indicated on the site plan by a dotted line.
Parking layout: The parking layout had changed significantly after the engineer went off on a tangent with regards to the structure. The columns supporting the building above were too close together to allow for sufficient parking space, and support walls also obstructed the parking bays. These problems were fixed and the changes against the approved plan are marked by ‘bubbles’.
-04-02 b
Ground floor plan: The ground floor plan shows the two additional units added, and as the units’ structure falls on the grid lines, they are not dimensioned individually, as the dimensions are on the grid lines and the units’ layouts are repetitive.
Sections: Importantly, the sections also show the respective grid lines, making it clear that the structure lies on the grid. They show vertical dimensions and the change from timber to concrete for the attic floors.
-04-03 b
First floor plan: In addition to the introduction of the extra units, the first floor plan had changes to all the units’ layouts, and were annotated accordingly.
Attic floor plan: In addition to the introduction of the extra units and the changing of all the units’ layouts, the dormer windows had also moved slightly. The structure below the attic floor is shown in dotted line.
-04-04 b
Roof plan & drainage: Now that the dormer windows had moved, the roof structure also changed slightly. The drainage sections also had the two additional unit’s drainage added on.
-04-05 b
Elevations: The elevations show the proposed addition, however, the grid lines were removed from this drawing to avoid confusion and having to make additional unnecessary changes.
A
B
C
D
E
F
1
G
H
I
J
K
L
2 35 64
1 2 35 64
S.A.C.A. REGISTRATION No: 2547PB 2596PRACTICE No:
ISAA. REG. No: 3709
P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 4540060
PROPOSED FLATS ON ERF 53521,No. 8 PRINCE'S STREET, CLAREMONT.COUNCIL SUBMISSIONPARKING LAYOUT & SITE PLAN
REVISIONS:D E S C R I P T I O N DATEREV.No.
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIEDWITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT
S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK.
FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TOSCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON
THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
315 -04-01
Noel A Botha. Architect/Argitek
PROJECT :
DESCRIPTION :
DRAWN : PROJ. NUMBER : DRG. NO. : REV. :BSCALE :
DATE :
OWNER: ARCHITECT:
1:100 / 1:200
13-05-2011
N.A.B.
SITE PLAN 1:200
3148
6
23038
2928
2
3118
21123
PRINCES ROAD 5m CWC
8m C
WC
LERAA
R S
TREE
T
ROOF:Prepainted GMS cottage profile roof sheeting @ 37deg slide on 75x50 S.A. pine purlins @ max. 1100mm c/c, all as per manufacturers specifications on gangnail roof trusses @ max. 900c/c. Trusses to be as per Roof Truss Manufacturer's structural design & specifications. Trusses to be tied to 90x50 wallplate tied down onto wall with galv. hoop iron ties built into top six brick courses. RAINWATER GOODS:140mm diam. H.R. seamless aluminium gutters on 228x32 laminated fascia with 75mm diam. aluminium downpipes.CEILINGS:Ground Floor: Underside of precast conc. slab to be skimmed with 75mm coved cornice.First Floor:To be 6,4mm skimmed plaster board on 38x38 battens with standard 75mm coved cornice. All to manufacture's specifications.WALLS:Cavity walls with 10 galv. crimped wire ties per square metre. Stepped brickgrip DPC with weep holes at 600mm c/c. All walls to be constructed with 90mm Maxi bricks, plastered internally and externally with plaster mouldings as indicated and weather grooves to u/s of all external lintols. Plastered cills internally and externally. FOUNDATIONS:Strip footings to 230mm and 190mm walls to be 850mmx280mm mass concrete. 90mm walls to have 500mmx230mm mass concrete footings. Generally to comply with National Building Regulations.WINDOWS:To be meranti timber windows, ex Swartland: Cape Culture or equal approved. Window frames to be sanded and sealed with 2cts Rubol or equal approved timber preservative.DOORS:All doors to be ex Swartland or equal approved. All internal doors are to be Decorative 'Regency' in standard galv. pressed metal door frames. All external doors to be glazed meranti 'Happy' doors in meranti frames to be finished as for windows.FLOORS:Ground floor construction to be 100mm 15MPA mass concrete on 250 micron DPC. on min 150mm fill consolidated to 98% AASHTO. First floor to be 'Topfloor' or equal approved precast concrete flooring system all as per Structural Engineer's details & specifications. Floor finishes to be carpet or tiles as indicated on plan on min. 30mm S+C screed.STAIRCASE:Stairs to comply with National Building Regulations:Toprail & balusters to be 40mm dia. galv. m.s. with 6mm base plates bolted to concrete with 10mm dia. galv. Rawlbolts (to Structural Engineer's specification). Bottom rail to be 32x6mm galv. m.s. with 15mm solid vetical bars @ 125mm c/c. Treads 260mm and risers 193mm. to be tiled.SKIRTING:76x22mm moulded meranti with finish to be as for windows. Bathrooms to have tile skirting (half floor tile against wall).TILING:
LINTELS:
GLAZING.All glazing to comply with N.B.R. NN1. Glass to be generally clear float glass with opaque glass to bathrooms and toilets.STORMWATER:From roofs to discharge to street via 150mm H.R. precast concrete stormwater channels. From parking area to drain from agricultural drains to SW sump and pumped with 'Grundfos' or equal approved submersible pump via 200dia pipe to kerbside. Pump to have back-up/standby power.
Kitchens to be tiled to 1.2m height or to u/s of overhead units. Bathrooms to be tiled to 1,2m height with showers tiled to 2,1m height. Floor tiles to ground floor.
SPECIFICATION:
Prestressed concrete lintols to be built in over all openings with min 4 brick coursesover with brickforce in every course. Min. bearing: 150mm & max. span: 3,00m
SECURITY GATE:5x2m high automated galv. m.s. security gate, 1,0m wide pedestrian gate & galv. railings by specialist manufacturer.
1000
Attic:To be 6,4mm skimmed plaster board between roof trusses
GENERAL NOTES:1. ROOF TRUSSES: Prefabricated engineer designed trusses with approved gangnail/nail plate connectors, erected and braced in accordance with manufacturers specifications.2. ROOF TRUSS BRACING: 114X38 diagonal bracing (45deg) nailed to underside of rafters at each end of the roof in both planes.3. Rafters and trusses tied down 600mm into walls with 1,2x30mm galv. hoop iron straps.4. Structural timber to be Grade 6 unless shown otherwise.5. P.C. lintols with min 4 courses of new brickwork with brickforce every course over all openings not exceeding 3m.
AREA CALCULATIONS:SITE AREA:AREA OF EXISTING BUILDINGS:PROPOSED BULK:
727,532m sq
654,533m sqPROPOSED COVERAGE:
233,044m sq287,410m sq(39.5% of site)
(89% of site)
3000
2881
6926
Parking lot Retaining WallBelow
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
APPROVED PLANNo 77609(03-07-2008)
PARKING LAYOUT 1:100
Retaining wall as per structural Engineer's specifications and details
Existing manhole
Existing connection to Municipal sewer
2475
2475
2475
1.
2.
3.
4.
5.
6.
7.
8.
Outline of Building Above
9.
10.
11.
13.
14.
15.
16.
17.
18.
STORE
200mm Diam. PVC high pressure stormwater pipe.
1000
1000
BoundaryBo
unda
ry
Boun
dary
Boundary
RE.1
Boun
dary
Sump with submersible pump
2625
160mm dia PVC agricultural drain 300mm² heavy dutyS.W. grating.
Outline of Building Above
12.
2545
2625
300
300
330
600
100m
m d
ia P
VC a
gric
ultu
ral d
rain
100 m
m d
ia P
VC a
gric
ultu
ral d
rain
2500
2545
330 1172 110 4825 600 6645 6001017
90d0'0
"
4925
4950
4950
4950
4925
6720 1340 160 4285 4400
7110
1350
3320
1350
7110
3000
1175
3160
3160
5611
2973
3265
Compacted fill1685
1623
Edge of balcony above
2500
2430
2337
2337
4666
1264
1100
7000
7336
A
A Retaining wall to south boundary wall moved & not parallel with boundary, stair at grid 6/H layout altered& parking bays 9 to 18 positions & dimensions altered
5-06-2011
S.A.C.A. REGISTRATION No: 2547PB 2596PRACTICE No:
ISAA. REG. No: 3709
P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 4540060
PROPOSED FLATS ON ERF 53521,No. 8 PRINCE'S STREET, CLAREMONT.COUNCIL SUBMISSIONPARKING LAYOUT & SITE PLAN
REVISIONS:D E S C R I P T I O N DATEREV.No.
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIEDWITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT
S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK.
FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TOSCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON
THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
315 -04-01
Noel A Botha. Architect/Argitek
PROJECT :
DESCRIPTION :
DRAWN : PROJ. NUMBER : DRG. NO. : REV. :BSCALE :
DATE :
OWNER: ARCHITECT:
1:100 / 1:200
13-05-2011
N.A.B.
SITE PLAN 1:200
3148
6
23038
2928
2
3118
21123
PRINCES ROAD 5m CWC
8m C
WC
LERAA
R S
TREE
T
ROOF:Prepainted GMS cottage profile roof sheeting @ 37deg slide on 75x50 S.A. pine purlins @ max. 1100mm c/c, all as per manufacturers specifications on gangnail roof trusses @ max. 900c/c. Trusses to be as per Roof Truss Manufacturer's structural design & specifications. Trusses to be tied to 90x50 wallplate tied down onto wall with galv. hoop iron ties built into top six brick courses. RAINWATER GOODS:140mm diam. H.R. seamless aluminium gutters on 228x32 laminated fascia with 75mm diam. aluminium downpipes.CEILINGS:Ground Floor: Underside of precast conc. slab to be skimmed with 75mm coved cornice.First Floor:To be 6,4mm skimmed plaster board on 38x38 battens with standard 75mm coved cornice. All to manufacture's specifications.WALLS:Cavity walls with 10 galv. crimped wire ties per square metre. Stepped brickgrip DPC with weep holes at 600mm c/c. All walls to be constructed with 90mm Maxi bricks, plastered internally and externally with plaster mouldings as indicated and weather grooves to u/s of all external lintols. Plastered cills internally and externally. FOUNDATIONS:Strip footings to 230mm and 190mm walls to be 850mmx280mm mass concrete. 90mm walls to have 500mmx230mm mass concrete footings. Generally to comply with National Building Regulations.WINDOWS:To be meranti timber windows, ex Swartland: Cape Culture or equal approved. Window frames to be sanded and sealed with 2cts Rubol or equal approved timber preservative.DOORS:All doors to be ex Swartland or equal approved. All internal doors are to be Decorative 'Regency' in standard galv. pressed metal door frames. All external doors to be glazed meranti 'Happy' doors in meranti frames to be finished as for windows.FLOORS:Ground floor construction to be 100mm 15MPA mass concrete on 250 micron DPC. on min 150mm fill consolidated to 98% AASHTO. First floor to be 'Topfloor' or equal approved precast concrete flooring system all as per Structural Engineer's details & specifications. Floor finishes to be carpet or tiles as indicated on plan on min. 30mm S+C screed.STAIRCASE:Stairs to comply with National Building Regulations:Toprail & balusters to be 40mm dia. galv. m.s. with 6mm base plates bolted to concrete with 10mm dia. galv. Rawlbolts (to Structural Engineer's specification). Bottom rail to be 32x6mm galv. m.s. with 15mm solid vetical bars @ 125mm c/c. Treads 260mm and risers 193mm. to be tiled.SKIRTING:76x22mm moulded meranti with finish to be as for windows. Bathrooms to have tile skirting (half floor tile against wall).TILING:
LINTELS:
GLAZING.All glazing to comply with N.B.R. NN1. Glass to be generally clear float glass with opaque glass to bathrooms and toilets.STORMWATER:From roofs to discharge to street via 150mm H.R. precast concrete stormwater channels. From parking area to drain from agricultural drains to SW sump and pumped with 'Grundfos' or equal approved submersible pump via 200dia pipe to kerbside. Pump to have back-up/standby power.
Kitchens to be tiled to 1.2m height or to u/s of overhead units. Bathrooms to be tiled to 1,2m height with showers tiled to 2,1m height. Floor tiles to ground floor.
SPECIFICATION:
Prestressed concrete lintols to be built in over all openings with min 4 brick coursesover with brickforce in every course. Min. bearing: 150mm & max. span: 3,00m
SECURITY GATE:5x2m high automated galv. m.s. security gate, 1,0m wide pedestrian gate & galv. railings by specialist manufacturer.
1000
Attic:To be 6,4mm skimmed plaster board between roof trusses
GENERAL NOTES:1. ROOF TRUSSES: Prefabricated engineer designed trusses with approved gangnail/nail plate connectors, erected and braced in accordance with manufacturers specifications.2. ROOF TRUSS BRACING: 114X38 diagonal bracing (45deg) nailed to underside of rafters at each end of the roof in both planes.3. Rafters and trusses tied down 600mm into walls with 1,2x30mm galv. hoop iron straps.4. Structural timber to be Grade 6 unless shown otherwise.5. P.C. lintols with min 4 courses of new brickwork with brickforce every course over all openings not exceeding 3m.
AREA CALCULATIONS:SITE AREA:AREA OF EXISTING BUILDINGS:PROPOSED BULK:
727,532m sq
654,533m sqPROPOSED COVERAGE:
233,044m sq287,410m sq(39.5% of site)
(89% of site)
3000
2881
6926
Parking lot Retaining WallBelow
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
APPROVED PLANNo 77609(03-07-2008)
PARKING LAYOUT 1:100
Retaining wall as per structural Engineer's specifications and details
Existing manhole
Existing connection to Municipal sewer
2475
2475
2475
1.
2.
3.
4.
5.
6.
7.
8.
Line of Building Above
9.
10.
11.
13.
14.
15.
16.
17.
18.
STORE
200mm Diam. PVC high pressure stormwater pipe.
1000
1000
BoundaryBo
unda
ry
Boun
dary
Boundary
RE.1
Boun
dary
Sump with submersible pump
2625
160mm dia PVC agricultural drain 300mm² heavy dutyS.W. grating.
Line of Building Above
12.
2545
2625
300
300
330
600
100m
m d
ia P
VC a
gric
ultu
ral d
rain
100 m
m d
ia P
VC a
gric
ultu
ral d
rain
2360
2360
2292
2292
2500
2545
330 1172 110 4825 600 6645 6001017
90d3
1'50"
90d0'0
"
4892 1000
1000
1185
1130
4925
4950
4950
4950
4925
6720 1340 160 4285 4400
7110
1350
3320
1350
7110
3000
1175
3160
3160
5611
2973
3265
Compacted fill
S.A.C.A. REGISTRATION No: 2547PB 2596PRACTICE No:
ISAA. REG. No: 3709
P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 4540060
PROPOSED FLATS ON ERF -----,No. -- PRINCE'S STREET, CLAREMONT.COUNCIL SUBMISSIONPARKING LAYOUT & SITE PLAN
REVISIONS:D E S C R I P T I O N DATEREV.No.
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIEDWITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT
S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK.
FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TOSCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON
THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
315 -04-01
Noel A Botha. Architect/Argitek
PROJECT :
DESCRIPTION :
DRAWN : PROJ. NUMBER : DRG. NO. : REV. :BSCALE :
DATE :
OWNER: ARCHITECT:
1:100 / 1:200
21-06-2011
Y.S.
SITE PLAN 1:200
3148
6
23038
2928
2
3118
21123
PRINCES ROAD 5m CWC
8m C
WC
LERAA
R S
TREE
T
ROOF:Prepainted GMS cottage profile roof sheeting @ 37deg slide on 75x50 S.A. pine purlins @ max. 1100mm c/c, all as per manufacturers specifications on gangnail roof trusses @ max. 900c/c. Trusses to be as per Roof Truss Manufacturer's structural design & specifications. Trusses to be tied to 90x50 wallplate tied down onto wall with galv. hoop iron ties built into top six brick courses. RAINWATER GOODS:140mm diam. H.R. seamless aluminium gutters on 228x32 laminated fascia with 75mm diam. aluminium downpipes.CEILINGS:Ground Floor: Underside of precast conc. slab to be skimmed with 75mm coved cornice.First Floor:To be 6,4mm skimmed plaster board on 38x38 battens with standard 75mm coved cornice. All to manufacture's specifications.WALLS:Cavity walls with 10 galv. crimped wire ties per square metre. Stepped brickgrip DPC with weep holes at 600mm c/c. All walls to be constructed with 90mm Maxi bricks, plastered internally and externally with plaster mouldings as indicated and weather grooves to u/s of all external lintols. Plastered cills internally and externally. FOUNDATIONS:Strip footings to 230mm and 190mm walls to be 850mmx280mm mass concrete. 90mm walls to have 500mmx230mm mass concrete footings. Generally to comply with National Building Regulations.WINDOWS:To be meranti timber windows, ex Swartland: Cape Culture or equal approved. Window frames to be sanded and sealed with 2cts Rubol or equal approved timber preservative.DOORS:All doors to be ex Swartland or equal approved. All internal doors are to be Decorative 'Regency' in standard galv. pressed metal door frames. All external doors to be glazed meranti 'Happy' doors in meranti frames to be finished as for windows.FLOORS:Ground floor construction to be 100mm 15MPA mass concrete on 250 micron DPC. on min 150mm fill consolidated to 98% AASHTO. First floor to be 'Topfloor' or equal approved precast concrete flooring system all as per Structural Engineer's details & specifications. Floor finishes to be carpet or tiles as indicated on plan on min. 30mm S+C screed.STAIRCASE:Stairs to comply with National Building Regulations:Toprail & balusters to be 40mm dia. galv. m.s. with 6mm base plates bolted to concrete with 10mm dia. galv. Rawlbolts (to Structural Engineer's specification). Bottom rail to be 32x6mm galv. m.s. with 15mm solid vetical bars @ 125mm c/c. Treads 260mm and risers 193mm. to be tiled.SKIRTING:76x22mm moulded meranti with finish to be as for windows. Bathrooms to have tile skirting (half floor tile against wall).TILING:
LINTELS:
GLAZING.All glazing to comply with N.B.R. NN1. Glass to be generally clear float glass with opaque glass to bathrooms and toilets.STORMWATER:From roofs to discharge to street via 150mm H.R. precast concrete stormwater channels. From parking area to drain from agricultural drains to SW sump and pumped with 'Grundfos' or equal approved submersible pump via 200dia pipe to kerbside. Pump to have back-up/standby power.
Kitchens to be tiled to 1.2m height or to u/s of overhead units. Bathrooms to be tiled to 1,2m height with showers tiled to 2,1m height. Floor tiles to ground floor.
SPECIFICATION:
Prestressed concrete lintols to be built in over all openings with min 4 brick coursesover with brickforce in every course. Min. bearing: 150mm & max. span: 3,00m
SECURITY GATE:5x2m high automated galv. m.s. security gate, 1,0m wide pedestrian gate & galv. railings by specialist manufacturer.
1000
Attic:To be 6,4mm skimmed plaster board between roof trusses
GENERAL NOTES:1. ROOF TRUSSES: Prefabricated engineer designed trusses with approved gangnail/nail plate connectors, erected and braced in accordance with manufacturers specifications.2. ROOF TRUSS BRACING: 114X38 diagonal bracing (45deg) nailed to underside of rafters at each end of the roof in both planes.3. Rafters and trusses tied down 600mm into walls with 1,2x30mm galv. hoop iron straps.4. Structural timber to be Grade 6 unless shown otherwise.5. P.C. lintols with min 4 courses of new brickwork with brickforce every course over all openings not exceeding 3m.
AREA CALCULATIONS:SITE AREA:AREA OF EXISTING BUILDINGS:PROPOSED BULK:
727,532m sq
654,533m sqPROPOSED COVERAGE:
233,044m sq287,410m sq(39.5% of site)
(89% of site)
3000
2881
6585
Parking lot Retaining WallBelow
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
APPROVED PLANNo -----(03-07-2008)
PARKING LAYOUT 1:100
Retaining wall as per structural Engineer's specifications and details
Existing manhole
Existing connection to Municipal sewer
2500
2475
2475
1.
2.
3.
4.
5.
6.
7.
8.
Outline of Building Above
9.
10.
11.
13.
14.
15.
16.
17.
18.
STORE
200mm Diam. PVC high pressure stormwater pipe.
1000
1000
BoundaryBo
unda
ry
Boun
dary
Boundary
RE.1
Boun
dary
Sump with submersible pump
160mm dia PVC agricultural drain 300mm² heavy dutyS.W. grating.
Outline of Building Above
12.
2545
2625
300
300
330
600
100m
m d
ia P
VC a
gric
ultu
ral d
rain
100 m
m d
ia P
VC a
gric
ultu
ral d
rain
2500
2545
330 1172 110 4825 600 6645 6001017
4925
4950
4950
4950
4925
6720 1340 160 4285 4400
7500
1350
3320
1350
7110
3000
1175
3160
3160
5611
2973
3265
Compacted fill1685
1623
Edge of balcony above
2500
2430
2500
2500
4330
7000
7336
B
A Retaining wall to south boundary wall moved & not parallel with boundary, stair at grid 6/H layout altered& parking bays 9 to 18 positions & dimensions altered
5-06-2011
1436
90d0
'0"
1600
BEAM ABOVE
1
2
3
3
3
3
6
6
4
4
4
4
5
6
B 1. Retaining wall, Grid I, to South West corner moved. 21-06-20112. Grid L, moved 590mm.3. Struct. butresses on Grid 6 removed.4. 300mm Walls, Grid B-E, omitted.5. Wall moved by 25mm.6. Parking bay (1, 15 & 16) dimensions altered.
3
7
7. Column reinstated between bays 2 & 3 on Grid 2
2925
1530
315
C 1. Retaining wall, Grid I, to South West corner moved. 21-06-2011
S.A.C.A. REGISTRATION No: 2547PB 2596PRACTICE No:
ISAA. REG. No: 3709
P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 4540060
PROPOSED FLATS ON ERF 53521,No. 8 PRINCE'S STREET, CLAREMONT.COUNCIL SUBMISSIONPARKING LAYOUT & SITE PLAN
REVISIONS:D E S C R I P T I O N DATEREV.No.
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIEDWITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT
S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK.
FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TOSCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON
THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
315 -04-01
Noel A Botha. Architect/Argitek
PROJECT :
DESCRIPTION :
DRAWN : PROJ. NUMBER : DRG. NO. : REV. :BSCALE :
DATE :
OWNER: ARCHITECT:
1:100 / 1:200
21-06-2011
N.A.B.
SITE PLAN 1:200
3148
6
23038
2928
2
3118
21123
PRINCES ROAD 5m CWC
8m C
WC
LERAA
R S
TREE
T
ROOF:Prepainted GMS cottage profile roof sheeting @ 37deg slide on 75x50 S.A. pine purlins @ max. 1100mm c/c, all as per manufacturers specifications on gangnail roof trusses @ max. 900c/c. Trusses to be as per Roof Truss Manufacturer's structural design & specifications. Trusses to be tied to 90x50 wallplate tied down onto wall with galv. hoop iron ties built into top six brick courses. RAINWATER GOODS:140mm diam. H.R. seamless aluminium gutters on 228x32 laminated fascia with 75mm diam. aluminium downpipes.CEILINGS:Ground Floor: Underside of precast conc. slab to be skimmed with 75mm coved cornice.First Floor:To be 6,4mm skimmed plaster board on 38x38 battens with standard 75mm coved cornice. All to manufacture's specifications.WALLS:Cavity walls with 10 galv. crimped wire ties per square metre. Stepped brickgrip DPC with weep holes at 600mm c/c. All walls to be constructed with 90mm Maxi bricks, plastered internally and externally with plaster mouldings as indicated and weather grooves to u/s of all external lintols. Plastered cills internally and externally. FOUNDATIONS:Strip footings to 230mm and 190mm walls to be 850mmx280mm mass concrete. 90mm walls to have 500mmx230mm mass concrete footings. Generally to comply with National Building Regulations.WINDOWS:To be meranti timber windows, ex Swartland: Cape Culture or equal approved. Window frames to be sanded and sealed with 2cts Rubol or equal approved timber preservative.DOORS:All doors to be ex Swartland or equal approved. All internal doors are to be Decorative 'Regency' in standard galv. pressed metal door frames. All external doors to be glazed meranti 'Happy' doors in meranti frames to be finished as for windows.FLOORS:Ground floor construction to be 100mm 15MPA mass concrete on 250 micron DPC. on min 150mm fill consolidated to 98% AASHTO. First floor to be 'Topfloor' or equal approved precast concrete flooring system all as per Structural Engineer's details & specifications. Floor finishes to be carpet or tiles as indicated on plan on min. 30mm S+C screed.STAIRCASE:Stairs to comply with National Building Regulations:Toprail & balusters to be 40mm dia. galv. m.s. with 6mm base plates bolted to concrete with 10mm dia. galv. Rawlbolts (to Structural Engineer's specification). Bottom rail to be 32x6mm galv. m.s. with 15mm solid vetical bars @ 125mm c/c. Treads 260mm and risers 193mm. to be tiled.SKIRTING:76x22mm moulded meranti with finish to be as for windows. Bathrooms to have tile skirting (half floor tile against wall).TILING:
LINTELS:
GLAZING.All glazing to comply with N.B.R. NN1. Glass to be generally clear float glass with opaque glass to bathrooms and toilets.STORMWATER:From roofs to discharge to street via 150mm H.R. precast concrete stormwater channels. From parking area to drain from agricultural drains to SW sump and pumped with 'Grundfos' or equal approved submersible pump via 200dia pipe to kerbside. Pump to have back-up/standby power.
Kitchens to be tiled to 1.2m height or to u/s of overhead units. Bathrooms to be tiled to 1,2m height with showers tiled to 2,1m height. Floor tiles to ground floor.
SPECIFICATION:
Prestressed concrete lintols to be built in over all openings with min 4 brick coursesover with brickforce in every course. Min. bearing: 150mm & max. span: 3,00m
SECURITY GATE:5x2m high automated galv. m.s. security gate, 1,0m wide pedestrian gate & galv. railings by specialist manufacturer.
1000
Attic:To be 6,4mm skimmed plaster board between roof trusses
GENERAL NOTES:1. ROOF TRUSSES: Prefabricated engineer designed trusses with approved gangnail/nail plate connectors, erected and braced in accordance with manufacturers specifications.2. ROOF TRUSS BRACING: 114X38 diagonal bracing (45deg) nailed to underside of rafters at each end of the roof in both planes.3. Rafters and trusses tied down 600mm into walls with 1,2x30mm galv. hoop iron straps.4. Structural timber to be Grade 6 unless shown otherwise.5. P.C. lintols with min 4 courses of new brickwork with brickforce every course over all openings not exceeding 3m.
AREA CALCULATIONS:SITE AREA:AREA OF EXISTING BUILDINGS:PROPOSED BULK:
727,532m sq
654,533m sqPROPOSED COVERAGE:
233,044m sq287,410m sq(39.5% of site)
(89% of site)
3000
2881
6585
Parking lot Retaining WallBelow
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
APPROVED PLANNo 77609(03-07-2008)
PARKING LAYOUT 1:100
Retaining wall as per structural Engineer's specifications and details
Existing manhole
Existing connection to Municipal sewer
2500
2475
2475
1.
2.
3.
4.
5.
6.
7.
8.
Outline of Building Above
9.
10.
11.
13.
14.
15.
16.
17.
18.
STORE
200mm Diam. PVC high pressure stormwater pipe.
1000
1000
BoundaryBo
unda
ry
Boun
dary
Boundary
RE.1
Boun
dary
Sump with submersible pump
2625
160mm dia PVC agricultural drain 300mm² heavy dutyS.W. grating.
Outline of Building Above
12.
2545
2625
300
300
330
600
100m
m d
ia P
VC a
gric
ultu
ral d
rain
100 m
m d
ia P
VC a
gric
ultu
ral d
rain
2500
2545
330 1172 110 4825 600 6645 6001017
4925
4950
4950
4950
4925
6720 1340 160 4285 4400
7500
1350
3320
1350
7110
3000
1175
3160
3160
5611
2973
3265
Compacted fill1685
1623
Edge of balcony above
2500
2430
2500
2500
4330
7000
7336
B
A Retaining wall to south boundary wall moved & not parallel with boundary, stair at grid 6/H layout altered& parking bays 9 to 18 positions & dimensions altered
5-06-2011
1436
90d0
'0"
1600
BEAM ABOVE
1
2
3
3
3
3
6
6
4
4
4
4
5
6
B 1. Retaining wall, Grid I, to South West corner moved. 21-06-20112. Grid L, moved 590mm.3. Struct. butresses on Grid 6 removed.4. 300mm Walls, Grid B-E, omitted.5. Wall moved by 25mm.6. Parking bay (1, 15 & 16) dimensions altered.
3
7
7. Column reinstated between bays 2 & 3 on Grid 2
A
B
C
D
E
F
1
G
H
I
J
K
L
2 35 64
1 2 35 64
G H I J K L
12356 4
S.A.C.A. REGISTRATION No: 2547PB 2596PRACTICE No:
ISAA. REG. No: 3709
P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 4540060
GROUND FLOOR PLAN AND SECTIONS
REVISIONS:D E S C R I P T I O N DATEREV.No.
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIEDWITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT
S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK.
FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TOSCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON
THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
315 -04-02
Noel A Botha. Architect/Argitek
PROJECT :
DESCRIPTION :
DRAWN : PROJ. NUMBER : DRG. NO. : REV. :BSCALE :
DATE :
OWNER: ARCHITECT:
1:100
17-05-2011
Y.S.
GENERAL NOTES:1. ROOF TRUSSES: Prefabricated engineer designed trusses with approved gangnail/nail plate connectors, erected and braced in accordance with manufacturers specifications.2. ROOF TRUSS BRACING: 114X38 diagonal bracing (45deg) nailed to underside of rafters at each end of the roof in both planes.3. Rafters and trusses tied down 600mm into walls with 1,2x30mm galv. hoop iron straps.4. Structural timber to be Grade 6 unless shown otherwise.5. P.C. lintols with min 4 courses of new brickwork with brickforce every course over all openings not exceeding 3m.
REV.No.
ERF No ----- @ -- PRINCE'S STREET CLAREMONT:NEW FLATS
A designation of units 8 & 9 shown, parking bay 15 on ground floor omitted, steps from grnd floor down to parking level co-ordinated with steps at lower level. 3-05-2010
A
SECTION B-B. 1:100
PROPOSED ADDITION
BOU
ND
ARY
2400
Open trusses
EXISTING NATURALGROUND LEVEL
5750
7474
1200x300
LOUNGE/DINING
BEDROOM
ATTIC
2400
5726
946
SECTION A-A. 1:100
5980
1200x300 1200x300
250
200
200
STOREREFUSE ROOMPARKING
2100
GROUND FLOOR PLAN 1:100
Parking 3000
Walkway
opt. island
opt. island
270
6890
270
7430
1390
1200
140
8820
140 140 140
A
B
B
70408380
A
6580230 230
35,8m sq
34,8m sq
34,8m sq
34,8m sq
35,8m sq
UNIT 1
UNIT 2
UNIT 3
UNIT 4
UNIT 5
32,65m sqUNIT 6
33,95m sqUNIT 7
END OF WALKWAYAT GROUND FLOOR.
LINE OF BUILDING OF ABOVE
LOUNGE/DINING
KITCHEN
KITCHEN
KITCHEN
opt. island
opt. island
opt. island
opt. island
opt. island
opt. island opt.
island
KITCHEN
KITCHEN
KITCHEN KITCHEN
6208
6500
C.W
.C
C.W.C TO CONFORM TO U.B.F.L ON BOUNDARY
VISITOR
VISITOR
LOUNGE/DINING
LOUNGE/DINING
LOUNGE/DINING
LOUNGE/DINING
LOUNGE/DINING
LOUNGE/DINING
LOUNGE/DINING
LOUNGE/DINING
32,65m sqUNIT 8
33,95m sqUNIT 9
1230
Wal
kway
5000
3.
11.
14.
1000
BoundaryBo
unda
ry
Boun
dary
Boundary
Boun
dary
2200
3245
BOU
ND
ARY
BOU
ND
ARY
200
2440
2400
200
2440
200
2400
200
3650
950
4925
4950
4950
4950
4925
6720 1340 160 4285 4400
7110
1350
3320
1350
7110
LINE OF BUILDING AT FIRST FLOOR LEVEL
Existing manhole
Existing connection to Municipal sewer
RE.1
3000
S.A.C.A. REGISTRATION No: 2547PB 2596PRACTICE No:
ISAA. REG. No: 3709
P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 4540060
GROUND FLOOR PLAN AND SECTIONS
REVISIONS:D E S C R I P T I O N DATEREV.No.
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIEDWITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT
S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK.
FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TOSCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON
THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
315 -04-02
Noel A Botha. Architect/Argitek
PROJECT :
DESCRIPTION :
DRAWN : PROJ. NUMBER : DRG. NO. : REV. :BSCALE :
DATE :
OWNER: ARCHITECT:
1:100
17-05-2011
N.A.B.
GENERAL NOTES:1. ROOF TRUSSES: Prefabricated engineer designed trusses with approved gangnail/nail plate connectors, erected and braced in accordance with manufacturers specifications.2. ROOF TRUSS BRACING: 114X38 diagonal bracing (45deg) nailed to underside of rafters at each end of the roof in both planes.3. Rafters and trusses tied down 600mm into walls with 1,2x30mm galv. hoop iron straps.4. Structural timber to be Grade 6 unless shown otherwise.5. P.C. lintols with min 4 courses of new brickwork with brickforce every course over all openings not exceeding 3m.
REV.No.
ERF No 53521@ 8 PRINCE'S STREET CLAREMONT:NEW FLATS
A designation of units 8 & 9 shown, parking bay 15 on ground floor omitted, steps from grnd floor down to parking level co-ordinated with steps at lower level. 3-05-2010
A
SECTION B-B. 1:100
PROPOSED ADDITION
BOU
ND
ARY
2400
Open trusses
EXISTING NATURALGROUND LEVEL
5750
7474
1200x300
LOUNGE/DINING
BEDROOM
ATTIC
2400
5726
946
SECTION A-A. 1:100
5980
1200x300 1200x300
250
200
200
STOREREFUSE ROOMPARKING
2100
GROUND FLOOR PLAN 1:100
Parking 3000
Walkway
opt. island
opt. island
270
6890
270
7430
1390
1200
140
8820
140 140 140
A
B
B
70408380
A
6580230 230
35,8m sq
34,8m sq
34,8m sq
34,8m sq
35,8m sq
UNIT 1
UNIT 2
UNIT 3
UNIT 4
UNIT 5
32,65m sqUNIT 6
33,95m sqUNIT 7
END OF WALKWAYAT GROUND FLOOR.
LINE OF BUILDING OF ABOVE
LOUNGE/DINING
KITCHEN
KITCHEN
KITCHEN
opt. island
opt. island
opt. island
opt. island
opt. island
opt. island opt.
island
KITCHEN
KITCHEN
KITCHEN KITCHEN
6208
6500
C.W
.C
C.W.C TO CONFORM TO U.B.F.L ON BOUNDARY
VISITOR
VISITOR
LOUNGE/DINING
LOUNGE/DINING
LOUNGE/DINING
LOUNGE/DINING
LOUNGE/DINING
LOUNGE/DINING
LOUNGE/DINING
LOUNGE/DINING
32,65m sqUNIT 8
33,95m sqUNIT 9
1230
Wal
kway
5000
3.
11.
14.
1000
BoundaryBo
unda
ry
Boun
dary
Boundary
Boun
dary
2200
3245
BOU
ND
ARY
BOU
ND
ARY
200
2440
2400
200
2440
200
2400
200
3650
950
4925
4950
4950
4950
4925
6720 1340 160 4285 4400
7110
1350
3320
1350
7110
LINE OF BUILDING AT FIRST FLOOR LEVEL
Existing manhole
Existing connection to Municipal sewer
RE.1
A
B
C
D
E
F
1
G
H
I
J
K
L
2 35 64
1 2 35 64
A
B
C
D
E
F
1
G
H
I
J
K
L
2 3
5 64
1 2 35 64
FIRST FLOOR PLAN. 1:100287,41m sq
3000
ATTIC FLOOR PLAN. 1:100
A
124,92m sq
S.A.C.A. REGISTRATION No: 2547PB 2596PRACTICE No:
ISAA. REG. No: 3709
P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 4540060Noel A Botha. Architect/Argitek
PROJECT :
DESCRIPTION :
DRAWN : PROJ. NUMBER : DRG. NO. : REV. :BSCALE :
DATE :
OWNER: ARCHITECT:
1:100 Y.S.S.A.C.A. REGISTRATION No: 2547
PB 2596PRACTICE No:ISAA. REG. No: 3709
P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 4540060Noel A Botha. Architect/Argitek
S.A.C.A. REGISTRATION No: 2547PB 2596PRACTICE No:
ISAA. REG. No: 3709
P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 4540060
315 -04-03
Noel A Botha. Architect/Argitek
PROPOSED DEVELOPMENT ON ERF -----,No. -- PRINCE'S STREET, CLAREMONT.
RIDER TO PLAN SUBMITTED TO COUNCIL: TWO ADDITIONAL UNITS: FIRST & ATTIC FLR PLANS
28-03-2011C
REVISIONS:D E S C R I P T I O N DATE
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIEDWITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT
S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK.
FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TOSCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON
THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
REV.No.1800m line of ceiling soffit
D
Typical outline of slab at loft level
3323160 4285 4400
B
UNIT 8 UNIT 9
UNIT 7
UNIT 6
UNIT 5
UNIT 3
UNIT 2 UNIT 1
5,7m² 5,7m²
UNIT 4
6,7m²
14,14m²
6,7m²
14,14m²
6,7m²
14,14m²
38,75m²
35,56m²
38,75m²
38,75m²
14,06m² 6,3m²
6,3m²
14,06m²
13,26m² 13,26m²
35,56m²
5,7m²5,7m²
13,26m² 13,26m²
40,38m²
40,38m²
37,67m²
37,67m²
A
B
BB
4925
4950
4950
4950
4925
8460
8460
8060
4705
2990 2600
2695
2030
1900
950
4235
2362
3415
9502348
1200
UNIT 7
UNIT 6
UNIT 5
UNIT 1
UNIT 8 UNIT 9
UNIT 2
UNIT 422,59m²
22,59m²
25,0m²
3076 2201
3706
UNIT 3
25,0m²
S.A.C.A. REGISTRATION No: 2547PB 2596PRACTICE No:
ISAA. REG. No: 3709
P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 4540060
ROOF PLAN & DRAINAGE SECTION
REVISIONS:D E S C R I P T I O N DATEREV.No.
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIEDWITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT
S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK.
FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TOSCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON
THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
315 -04-04
Noel A Botha. Architect/Argitek
PROJECT :
DESCRIPTION :
DRAWN : PROJ. NUMBER : DRG. NO. : REV. :BSCALE :
DATE :
OWNER: ARCHITECT:
1:100
24-08-2008
N.A.B./[email protected]
ERF No ----- @ -- PRINCE'S STREET CLAREMONT:ADDITIONS TO APPROVED PLAN No ------.
Shower.W.C.Basin
W.C.Basin
Bath.
Sink.
VV
Dish wash.
Washmach
Shower.W.C.Basin
W.C.Basin
Bath.
Sink.
VV
Dish wash.
Washmach
DRAINAGE SECTION
1:60
6
4
2
7
3
6
NOTES:1. ROOF TRUSSES: Prefabricated engineer designed trusses with approved gangnail/nail plate connectors, erected and braced in accordance with manufacturers specifications.2. ROOF TRUSS BRACING: 114X38 diagonal bracing (45deg) nailed to underside of rafters at each end of the roof in both planes.3. Rafters and trusses tied down 600mm into walls with 1,2x30mm galv. hoop iron straps.4. Structural timber to be Grade 6 unless shown otherwise.5. P.C. lintols with min 4 courses of new brickwork with brickforce every course over all openings over 900mm and not exceeding 3m.6. Gable-end walls tied back to roof structure with 1,2x30mm GMS hoop iron straps @ 600c/c embedded 300mm in wall, bent over and fixed to 2 rafters.7. P.C. lintols + 2 courses of new 190 blockwork with brickforce every course over all openings not exceeding 3m.8. All structural timber built into walls to be well tarred, creosoted or wrapped in a damp-proof membrane.9. Glazing to doors & windows in excess of 1m²or less than 300 mm above FFL to be safety-glazed in accordance with National Building Regulations: Part N10. Cavity walls to be tied together with 10 2,5mm galvanised crimped wire ties per square meter.11. Damp proof membrane to 150mm above NGL12. All soil pipes under floors to be encased 100mm concrete all round13. No drainage pipes to be covered until inspected and approved by the Building Inspector14. All windows to be min. 10% of floor area with 50 % of window to be openable and min. of 0,2m² of window area in bathroom to be openable.15. Stair risers to be max. 200mm and treads to be min 250mm, min width to be 750mm with clear headroom of 2,1m vertical to be provided.16. Forced ventilation to internal ablutions to be at 25 l/sec with the fan conected to the lightswitch.
Sink.
W.C.Basin
Bath. W.C.Basin
Bath. W.C.Basin
Bath.
Shower.W.C.Basin
W.C.Basin
Bath.
Shower. W.C.Basin
W.C.Basin
Bath.
Shower.W.C.
Basin
ROOF PLAN. 1:100
LEGEND FOR ROOF:1. 100X38mm wall plates
5. Gms 'teco' brackets.6. 228x32 laminated fascia.7. 'Ogee' seamless aluminium gutter
2. Gangnailed roof trusses @ c/c's as shown.3. 76x50mm purlins @ c/c's as shown.4. 298x70 Cape lam composite beam as per structural engineer's specifications.
8. Galv. prepainted IBR roof sheeting.9. 150x50 rafters @ c/c's as shown on roof plan.
Shower.W.C.
Basin
Shower.W.C.
Basin
Shower.W.C.
Basin
Shower.W.C.
Basin
Sink.Sink. Sink. Sink. Sink. Sink.
DEPTH
COVER LEVELINVERT LEVEL
DISTANCE
R.E.No.228,60m26,70m
2,1m
I.C.No.
DRAINAGE SECTION.
R.E.No.3
21,73m @ 1:60 to RE 2
28,90m27,06m1,84m
R.E.No.128,40m26,63m
2,1m
I.C.128,20m26,40m
1,800m18,37m @ 1:60 to IC 1 13,87m @ 1:60 to IC 1
RE 3RE 2 RE 1
VV VV VV VV VVVVVV
1
2
3
4
5
67
8
61
10. 220 firewall to u/s of roof sheeting
7
4
1
6
A
B
C C
D
B
D
A
29,00
28,20
31,65
34,30
Existing manhole
Existing connection to Municipal sewer.
Dish wash.
BasinBath.
BasinBath.
W.C. W.C.
Washmach
Dish wash.
Washmach
Dish wash.
Washmach
Dish wash.
Washmach
Dish wash.
Washmach
Dish wash.
Washmach
Dish wash.
Washmach
S.A.C.A. REGISTRATION No: 2547PB 2596PRACTICE No:
ISAA. REG. No: 3709
P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 4540060
ROOF PLAN & DRAINAGE SECTION
REVISIONS:D E S C R I P T I O N DATEREV.No.
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIEDWITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT
S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK.
FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TOSCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON
THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
315 -03-04
Noel A Botha. Architect/Argitek
PROJECT :
DESCRIPTION :
DRAWN : PROJ. NUMBER : DRG. NO. : REV. :BSCALE :
DATE :
OWNER: ARCHITECT:
1:100
24-08-2008
N.A.B./[email protected]
ERF No 53521@ 8 PRINCE'S STREET CLAREMONT:ADDITIONS TO APPROVED PLAN No A77609
Shower.W.C.Basin
W.C.Basin
Bath.
Sink.
VV
Dish wash.
Washmach
Shower.W.C.Basin
W.C.Basin
Bath.
Sink.
VV
Dish wash.
Washmach
DRAINAGE SECTION
1:60
6
4
2
7
3
6
NOTES:1. ROOF TRUSSES: Prefabricated engineer designed trusses with approved gangnail/nail plate connectors, erected and braced in accordance with manufacturers specifications.2. ROOF TRUSS BRACING: 114X38 diagonal bracing (45deg) nailed to underside of rafters at each end of the roof in both planes.3. Rafters and trusses tied down 600mm into walls with 1,2x30mm galv. hoop iron straps.4. Structural timber to be Grade 6 unless shown otherwise.5. P.C. lintols with min 4 courses of new brickwork with brickforce every course over all openings over 900mm and not exceeding 3m.6. Gable-end walls tied back to roof structure with 1,2x30mm GMS hoop iron straps @ 600c/c embedded 300mm in wall, bent over and fixed to 2 rafters.7. P.C. lintols + 2 courses of new 190 blockwork with brickforce every course over all openings not exceeding 3m.8. All structural timber built into walls to be well tarred, creosoted or wrapped in a damp-proof membrane.9. Glazing to doors & windows in excess of 1m²or less than 300 mm above FFL to be safety-glazed in accordance with National Building Regulations: Part N10. Cavity walls to be tied together with 10 2,5mm galvanised crimped wire ties per square meter.11. Damp proof membrane to 150mm above NGL12. All soil pipes under floors to be encased 100mm concrete all round13. No drainage pipes to be covered until inspected and approved by the Building Inspector14. All windows to be min. 10% of floor area with 50 % of window to be openable and min. of 0,2m² of window area in bathroom to be openable.15. Stair risers to be max. 200mm and treads to be min 250mm, min width to be 750mm with clear headroom of 2,1m vertical to be provided.16. Forced ventilation to internal ablutions to be at 25 l/sec with the fan conected to the lightswitch.
Sink.
W.C.Basin
Bath. W.C.Basin
Bath. W.C.Basin
Bath.
Shower.W.C.Basin
W.C.Basin
Bath.
Shower. W.C.Basin
W.C.Basin
Bath.
Shower.W.C.
Basin
ROOF PLAN. 1:100
LEGEND FOR ROOF:1. 100X38mm wall plates
5. Gms 'teco' brackets.6. 228x32 laminated fascia.7. 'Ogee' seamless aluminium gutter
2. Gangnailed roof trusses @ c/c's as shown.3. 76x50mm purlins @ c/c's as shown.4. 298x70 Cape lam composite beam as per structural engineer's specifications.
8. Galv. prepainted IBR roof sheeting.9. 150x50 rafters @ c/c's as shown on roof plan.
Shower.W.C.
Basin
Shower.W.C.
Basin
Shower.W.C.
Basin
Shower.W.C.
Basin
Sink.Sink. Sink. Sink. Sink. Sink.
DEPTH
COVER LEVELINVERT LEVEL
DISTANCE
R.E.No.228,60m26,70m
2,1m
I.C.No.
DRAINAGE SECTION.
R.E.No.3
21,73m @ 1:60 to RE 2
28,90m27,06m1,84m
R.E.No.128,40m26,63m
2,1m
I.C.128,20m26,40m
1,800m18,37m @ 1:60 to IC 1 13,87m @ 1:60 to IC 1
RE 3RE 2 RE 1
VV VV VV VV VVVVVV
1
2
3
4
5
67
8
61
10. 220 firewall to u/s of roof sheeting
2
7
4
1
6
A
B
C C
D
B
D
A
29,00
28,20
31,65
34,30
Existing manhole
Existing connection to Municipal sewer.
Dish wash.
BasinBath.
BasinBath.
W.C. W.C.
Washmach
Dish wash.
Washmach
Dish wash.
Washmach
Dish wash.
Washmach
Dish wash.
Washmach
Dish wash.
Washmach
Dish wash.
Washmach
S.A.C.A. REGISTRATION No: 2547PB 2596PRACTICE No:
ISAA. REG. No: 3709
P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 4540060
SECTIONS A-A, C-C, ROOF PLAN & DRAINAGE SECTION
REVISIONS:D E S C R I P T I O N DATEREV.No.
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIEDWITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT
S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK.
FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TOSCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON
THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
315 -03-04
Noel A Botha. Architect/Argitek
PROJECT :
DESCRIPTION :
DRAWN : PROJ. NUMBER : DRG. NO. : REV. :BSCALE :
DATE :
OWNER: ARCHITECT:
1:100
24-08-2008
N.A.B./P.A.SROOF PLAN.
LEGEND FOR ROOF:1. 100X38mm wall plates
5. Gms 'teco' brackets.6. 228x32 laminated fascia.7. 'Ogee' seamless aluminium gutter
2. Gangnailed roof trusses @ c/c's as shown.3. 76x50mm purlins @ c/c's as shown.4. 298x70 Cape lam composite beam as per structural engineer's specifications.
8. Galv. prepainted IBR roof sheeting.9. 150x50 rafters @ c/c's as shown on roof plan.
8
10. 220 firewall to u/s of roof sheeting4
1
6
B
C
4
2
ERF No 53521@ 8 PRINCE'S STREET CLAREMONT:ADDITIONS TO APPROVED PLAN No A77609
SECTION A-A
3 A
A
Shower.W.C.Basin
W.C.Basin
Bath.
Sink.
VV
Dish wash.
Washmach
Shower.W.C.Basin
W.C.Basin
Bath.
Sink.
VV
Dish wash.
Washmach
NOTES:1. ROOF TRUSSES: Prefabricated engineer designed trusses with approved gangnail/nail plate connectors, erected and braced in accordance with manufacturers specifications.2. ROOF TRUSS BRACING: 114X38 diagonal bracing (45deg) nailed to underside of rafters at each end of the roof in both planes.3. Rafters and trusses tied down 600mm into walls with 1,2x30mm galv. hoop iron straps.4. Structural timber to be Grade 6 unless shown otherwise.5. P.C. lintols with min 4 courses of new brickwork with brickforce every course over all openings over 900mm and not exceeding 3m.6. Gable-end walls tied back to roof structure with 1,2x30mm GMS hoop iron straps @ 600c/c embedded 300mm in wall, bent over and fixed to 2 rafters.7. P.C. lintols + 2 courses of new 190 blockwork with brickforce every course over all openings not exceeding 3m.8. All structural timber built into walls to be well tarred, creosoted or wrapped in a damp-proof membrane.
9. Glazing to doors & windows in excess of 1m²or less than 300 mm above FFL to be safety-glazed in accordance with National Building Regulations: Part N10. Cavity walls to be tied together with 10 2,5mm galvanised crimped wire ties per square meter.11. Damp proof membrane to 150mm above NGL12. All soil pipes under floors to be encased 100mm concrete all round13. No drainage pipes to be covered until inspected and approved by the Building Inspector14. All windows to be min. 10% of floor area with 50 % of window to be openable and min. of 0,2m² of window area in bathroom to be openable.15. Stair risers to be max. 200mm and treads to be min 250mm, min width to be 750mm with clear headroom of 2,1m vertical to be provided.16. Forced ventilation to internal ablutions to be at 25 l/sec with the fan conected to the lightswitch.
2480
2480
500
Stair & attic floor: timber construction.
2.4m average headroom
200
200
2416
RAMP
DRAINAGE SECTION
5
8
7
6
B
31
2
6
EAST ELEVATION ON C-C
Boundary LineBoundary Line
Boundary Line
Ramp
EXISTING GROUND LEVEL21
00
Outline of Buiding as on Approved Plan No:A77609 (03-07-08)
EXISTING SOIL PIPE ASON APPROVED PLAN
1:60
Outline of Building as on Approved Plan No:A77609 (03-07-08)
Outline of Building as on Approved Plan No:A77609 (03-07-08)
Inside of Building as on Approved Plan No:A77609 (03-07-08)
S.A.C.A. REGISTRATION No: 2547PB 2596PRACTICE No:
ISAA. REG. No: 3709
P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 4540060
ELEVATIONS
REVISIONS:D E S C R I P T I O N DATEREV.No.
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIEDWITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT
S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK.
FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TOSCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON
THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
315 -04-05
Noel A Botha. Architect/Argitek
PROJECT :
DESCRIPTION :
DRAWN : PROJ. NUMBER : DRG. NO. : REV. :BSCALE :
DATE :
OWNER: ARCHITECT:
1:100
24-08-2008
N.A.B./Y.S.
ERF No ----- @ -- PRINCE'S STREET CLAREMONT:ADDITIONS TO APPROVED PLAN No ------.
WEST ELEVATION. 1:100
Proposedaddition
BOU
ND
ARY
NORTH ELEVATION. 1:100
EAST ELEVATION. 1:100
A East Elevation added & windows on South elevation of Unit omitted & window on west elevation of Unit 1first floor omitted.
3-05-2010
A
BOU
ND
ARY
BOU
ND
ARY
BOU
ND
ARY
BOU
ND
ARY
BOU
ND
ARY
SUMP
200 DIAM. PIPE
C.L.27.677
G.F.L28.932
F.F.L31.582
RAMP
SOUTH ELEVATION. 1:100
BOU
ND
ARY
BOU
ND
ARY
S.A.C.A. REGISTRATION No: 2547PB 2596PRACTICE No:
ISAA. REG. No: 3709
P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 4540060
ELEVATIONS
REVISIONS:D E S C R I P T I O N DATEREV.No.
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIEDWITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT
S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK.
FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TOSCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON
THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
315 -03-05
Noel A Botha. Architect/Argitek
PROJECT :
DESCRIPTION :
DRAWN : PROJ. NUMBER : DRG. NO. : REV. :BSCALE :
DATE :
OWNER: ARCHITECT:
1:100
24-08-2008
N.A.B./P.A.S
ERF No 53521@ 8 PRINCE'S STREET CLAREMONT:ADDITIONS TO APPROVED PLAN No A77609
5726
WEST ELEVATION. 1:100
Proposedaddition
BOUNDARY LINEBOUNDARY LINE
NORTH ELEVATION. 1:100
1340 71608500
5597 1139
SUMP200 DIAM. PIPE
4925 4950 4950 4950 4925
C.L.27.677
G.F.L28.932
F.F.L31.582
2100
SUMP
BOUNDARY LINE
RAMP
SOUTH ELEVATION. 1:100
13480 2640
4925 4950 4950 4950 4925
5647
6824
8740
S.A.C.A. REGISTRATION No: 2547PB 2596PRACTICE No:
ISAA. REG. No: 3709
P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 4540060
ELEVATIONS
REVISIONS:D E S C R I P T I O N DATEREV.No.
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIEDWITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT
S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK.
FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TOSCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON
THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
315 -03-05
Noel A Botha. Architect/Argitek
PROJECT :
DESCRIPTION :
DRAWN : PROJ. NUMBER : DRG. NO. : REV. :BSCALE :
DATE :
OWNER: ARCHITECT:
1:100
24-08-2008
N.A.B./P.A.S
ERF No 53521@ 8 PRINCE'S STREET CLAREMONT:ADDITIONS TO APPROVED PLAN No A77609
5726
WEST ELEVATION. 1:100
Proposedaddition
BOUNDARY LINEBOUNDARY LINE
NORTH ELEVATION. 1:100
1340 71608500
5597 1139
SUMP200 DIAM. PIPE
4925 4950 4950 4950 4925
C.L.27.677
G.F.L28.932
F.F.L31.582
2100
SUMP
BOUNDARY LINE
RAMP
SOUTH ELEVATION. 1:100
13480 2640
4925 4950 4950 4950 4925
5647
6824
8740
S.A.C.A. REGISTRATION No: 2547PB 2596PRACTICE No:
ISAA. REG. No: 3709
P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 4540060
ELEVATIONS AND SECTION
REVISIONS:D E S C R I P T I O N DATEREV.No.
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIEDWITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT
S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK.
FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TOSCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON
THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
315 -02-03
Noel A Botha. Architect/Argitek
PROJECT :
DESCRIPTION :
DRAWN : PROJ. NUMBER : DRG. NO. : REV. :BSCALE :
DATE :
OWNER: ARCHITECT:
1:100
24-08-2008
N.A.B./P.A.S
SOUTH ELEVATION. 1:100
ERF No 53521@ 8 PRINCE'S STREET CLAREMONT:ADDITIONS TO APPROVED PLAN No A77609
Stair & attic floor: timber construction.
5980
5726
SECTION B-B. 1:100
2450
200
2450
200
2400
3000 WEST ELEVATION. 1:10021
00
2100
SUMP200 DIAM. PIPE
Outline of Building as on Approved Plan No:A77609 (03-07-08)
Proposedaddition
Proposedaddition
Proposedaddition
BOUNDARY LINEBOUNDARY LINE
BOUNDARY LINE
Outline of Building as on Approved Plan No:A77609 (03-07-08)
Outline of Building as on Approved Plan No:A77609 (03-07-08)
Retaining wall as on Approved Plan No:A77609 (03-07-08)
BOUNDARY LINE
RAMP
BOUNDARY LINE
EXISTING GROUND LEVEL
EXISTING GROUND LEVEL
S.A.C.A. REGISTRATION No: 2547PB 2596PRACTICE No:
ISAA. REG. No: 3709
P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 4540060
PROPOSED FLATS ON ERF 53521,No. 8 PRINCE'S STREET, CLAREMONT.COUNCIL SUBMISSION: NORTH, EAST & NORTH BOUNDARY WALL ELEVATIONS
REVISIONS:D E S C R I P T I O N DATEREV.No.
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIEDWITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT
S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK.
FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TOSCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON
THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
315 -02-05
Noel A Botha. Architect/Argitek
PROJECT :
DESCRIPTION :
DRAWN : PROJ. NUMBER : DRG. NO. : REV. :BSCALE :
DATE :
OWNER: ARCHITECT:
1:100
08-10-2007
N.A.B.
NORTH ELEVATION. 1:100
900
SOUTH ELEVATION. 1:100
1340 71608500
5597 1139
SUMP200 DIAM. PIPE
4925 4950 4950 4950 4925
5647
4925 4950 4950 4950 4925
1139
C.L.27.677
G.F.L28.932
F.F.L31.582
CPUT 2nd
year architectural technology
B345 Duckitt Avenue -05-01 rev E
This drawing was prepared for re-submission to the local authorities (council), with revisions made in respect to some of the room layouts, and strengthening of structure with lateral supports.
This drawing is for the Client, who requested architectural drawings for the changes to the approved plans.
The drawings should be presented as shown, minor changes like using circles instead of revision clouds could be made, but the scale of the drawings and the specific information on the page should remain as per the original, with the changes clearly visible.
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 revised work on plan view drawings must be fully dimensioned and annotated; approved work which is unchanged need not be dimensioned. The site plan must always have fully dimensioned boundaries, and new/revised work shall be clearly distinguishable from previously approved, 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 Ground floor & basement store plan, o Sections and o Elevations.
Ground floor plans: The ground floor plan shows the approved plan’s base layout, and where the room layout in the kitchen area has been changed. The plan also indicates the basement store below the kitchen area in dotted line.
Sections: The sections show key structural components, and section F-F shows the lateral support for the walls as required by council, as per the new SANS regulations.
Elevations: The elevations show the detailed façades of the approved plans, as well as dotted lines to indicate the next phase on construction, for which an additional plan will be submitted.
-05-03 rev E
Site plan: Shows the new covered area as the entrance porch had been made larger. It also clearly shows the intended phase 2 extension, as well as the revised drainage.
Roof plan: The roof plan shows the revised roof construction, with full annotation to clarify and specify construction.
S.A.C.A. REGISTRATION No: 2547PB 2596PRACTICE No:
ISAA. REG. No: 3709
P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 [email protected]
220 -0-0
Noel A Botha. Architect/Argitek
PROJECT :
DESCRIPTION :
DRAWN : PROJ. NUMBER : DRG. NO. : REV. :BSCALE :
DATE :
OWNER: ARCHITECT:
REVISIONS:D E S C R I P T I O N DATEREV.No.
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIEDWITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT
S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK.
FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TOSCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON
THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
PROPOSED NEW WAREHOUSES ON ERF No 35209,McLAREN DRIVE, RACING PARK.
1:100
24-11-2008
GROUND FLOOR PLAN: 1:100
N.A.BOTHA
GROUND FLOOR PLAN 1:100.
STORE
KITCHEN
ENTRANCEHALL
LOUNGE/DINING
STUDY
MASTER BEDROOM
BEDROOM 2
GST WC
PASSAGE
ENTRANCE PORCH
PATIO
CARPORT
LOBBY
DW
B
B
A
ACD
E
SOUTH WEST ELEVATION
yard
5873
ENTRANCE HALL
BEDROOM 1
DOMESTIC QUARTERS
BEDROOM 2BATHRM 2
PASSAGE
ENTRANCE PATIO
SCULLERY
TDWM
KITCHEN
CD
LOUNGE/DININGE
16940
FR
BATH RM BATH RM
DRESSING ROOM
GARDENERS DAY ROOM
D6HvB D9HvBE3HvBE3HvB
16940
3855110
4065220
8150270270
9666
270
4453
220 12
0011
031
4327
0
10588 2400 3952
2045270 110
1700110
1989110
3984270
2400270
3412270
9666
270
7376
110
1640
270
5463
110
3823
9666
270
3443
110
2923
110
2540
270
16180
4210 110 3270 220 8100270270
6470
2965110
2855270
10375 3644 2431 6200
2949270 110
2210110
4456270
3644270
1891270
5930270
1050
650
08
2950
270
110
1700
110
2533
220
2343
270
1780
330
2568
330
E3HvB E3HvB
BATHRM
5873
IC1
G G G
IC2 IC3 IC4
PANTRY
LAUNDRY
BATH
DOMESTIC WORKERS RM
FR
TDWM
?
RE
A
GUESTBEDROOM 1
SERVANT/CARER'S QUARTERS
GUEST BEDROOM 2
GUEST BATHRM
PASSAGE
BAR
HOME-THEATRE
GARDENERS DAY ROOM BATHRM
G G
WINE CELLER
KITCHEN
ENTRANCEHALL
DININGROOM
BEDROOM 2
BEDROOM 1
GST WC
PANTRY
LAUNDRY
PASSAGE
ENTRANCE PORCH
PATIO
GARAGE
LOBBY
SECURE STORE
STORE
FR
TDWM
BATHROOM 1
BATHROOM 2
DRESSING ROOM
G
WC
GYM
STUDY
LOUNGE
DW
6292 220110
1500
680
1950
1000
1000
5223 59
53
4953
1200
220
2020
3043
1053
2999110
1250110
850110
2211220
1535
2051
5164 1341
2950
2950
5453
270
3361 110 4020 270
Half-hour self closing firedoor
Basement
store
STORE
2922
2090
110
2922
SOUTH WEST ELEVATION B3HvB
RE.
S.A.C.A. REGISTRATION No: 2547PB 2596PRACTICE No:
ISAA. REG. No: 3709
P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 [email protected] A Botha. Architect/Argitek
PROJECT :
DESCRIPTION :
DRAWN : PROJ. NUMBER : DRG. NO. : REV. :BSCALE :
DATE :
OWNER: ARCHITECT:
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIEDWITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT
S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK.
FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TOSCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON
THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
ERF No. 13572: 25 DUCKITT AVE. CONSTANTIA.PROPOSED NEW DWELLING.
GROUND FLOOR PLAN AND SOUTH WEST ELEVATION
1:100
GROUND FLOOR PLAN 1:100
4800
B
B
A
CD
E
345 -04-0125-08-2010
N. A. BOTHA2547
PB 25963709
CD
E
16940
16940
3855110
4065220
8150270270
1066
6
270
4953
22012
0011
036
4327
0
10588 2400 39522045
270 1101700
1101989
1103984
2702400
2703412
270
16180
2706470
2965 110 2855 270
IC 5
IC 3
IC 2270
2949110
2210110
4456270
3644270
1891 270 5930270
1037522650
IC 4
2345 110 2345
4800
3000
COVERAGE CALCULATIONS:SITE AREA:PROPOSED COVER:PROPOSED BULK:
2712,77m sq.514,58m sq.534,70m sq.
REVISIONS:D E S C R I P T I O N DATEREV.No.
1677
627
031
0011
017
9911
0900 11
022
7411
015
0322
060
0027
0
100mm Ø P.V.C SOIL PIPE @ 1:60 FALL
220 4260 220 11530
D6HvB D9HvBE3HvBE3HvBE3HvB
PASSAGE
BAR
LAUNDRY
G
LOUNGE
220
1000
5164 1341
2950
270
2922
110
S.A.C.A. REGISTRATION No: 2547PB 2596PRACTICE No:
ISAA. REG. No: 3709
P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 [email protected] A Botha. Architect/Argitek
PROJECT :
DESCRIPTION :
DRAWN : PROJ. NUMBER : DRG. NO. : REV. :BSCALE :
DATE :
OWNER: ARCHITECT:
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIEDWITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT
S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK.
FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TOSCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON
THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
ERF No. 13572: 25 DUCKITT AVE. CONSTANTIA.PROPOSED NEW DWELLING.
GROUND FLOOR PLAN AND SOUTH WEST ELEVATION
1:100
GROUND FLOOR PLAN 1:100
4800
B
B
A
ACD
E
345 -04-0125-08-2010
N. A. BOTHA2547
PB 25963709
SOUTH WEST ELEVATION
GUESTBEDROOM 1
SERVANT/CARER'S QUARTERS
GUEST BEDROOM 2
GUEST BATHRM
PASSAGE
BAR
CD
HOME-THEATRE
E
16940
GARDENERS DAY ROOM
D6HvB D9HvBE3HvBE3HvB
16940
3855110
4065220
8150270270
1066
6
270
4953
22012
0011
036
4327
0
10588 2400 39522045
270 1101700
1101989
1103984
2702400
2703412
270
16180
2706470
2965 110 2855 270
E3HvB
BATHRM
IC 5
G G
WINE CELLER
KITCHEN
ENTRANCEHALL
DININGROOM
BEDROOM 2
BEDROOM 1
GST WC
PANTRY
LAUNDRY
PASSAGE
ENTRANCE PORCH
PATIO
GARAGE
LOBBY
SECURE STORE
STORE
FR
TDWM
BATHROOM 1
BATHROOM 2
DRESSING ROOM
G
IC 3
IC 2
WC
VANITY AREA
GYM
LIBRARY
STUDY LOUNGE
2702949
1102210
1104456
2703644
2701891 270 5930
270
1037522650
D6HvBD6HvB
DW
IC 4
2345 110 2345
4800
3000
B3HvB
COVERAGE CALCULATIONS:SITE AREA:PROPOSED COVER:PROPOSED BULK:
2712,77m sq.514,58m sq.534,70m sq.
REVISIONS:D E S C R I P T I O N DATEREV.No.
6292 220110
1500
680
1950
1000
1000
5223 59
53
4953
1200
220
2020
3043
1053
2059110
2189110
850110
2211220
1535
2051
5164 1341
2950
2950
5453
270
3361 110 4020 270
Half-hour self closing firedoor
1677
627
031
0011
017
9911
0900 11
022
7411
015
0322
060
0027
0
100mm Ø P.V.C SOIL PIPE @ 1:60 FALL
220 4260 220 11530
3358
2485
110
Basement
store
S.A.C.A. REGISTRATION No: 2547PB 2596PRACTICE No:
ISAA. REG. No: 3709
P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 [email protected] A Botha. Architect/Argitek
PROJECT :
DESCRIPTION :
DRAWN : PROJ. NUMBER : DRG. NO. : REV. :BSCALE :
DATE :
OWNER: ARCHITECT:
REVISIONS:D E S C R I P T I O N DATEREV.No.
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIEDWITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT
S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK.
FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TOSCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON
THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
NEW DWELLING & GRANNY FLAT ONERF No. 13572: 25 DUCKITT AVE. CONSTANTIA.
GROUND FLOOR PLAN AND SOUTH WEST ELEVATION
1:100
GROUND FLOOR PLAN 1:100
4800B
B
A
ACD
E
345 -03-01APRIL 2010
N. A. BOTHA2547
PB 25963709
SOUTH WEST ELEVATION
yard
6000
GUESTBEDROOM 1
DOMESTIC QUARTERS
GUEST BEDROOM 2
GUEST BATHROOM
PASSAGE
BAR
CD
LIVING/TV ROOM
E
16940
GARDENERS DAY ROOM
D6HvB D9HvBE3HvBE3HvB
16940
3855110
4065220
8150270270
1066
6
270
4953
220 12
0011
036
4327
0
10588 2400 3952
2045270 110
1700110
1989110
3984270
2400270
3412270
16180
4210 110 3270 220 8100 270270
6470
2965 110 2855 270
1150
650
08
3950
270
110
1700
110
2533
220
2343
270
1780
330
2568
330
E3HvB E3HvB
BATHRM
IC1
G G
WINE CELLER
KITCHEN
ENTRANCEHALL
DININGROOM
BEDROOM 2
BEDROOM 1
GST WC
PANTRY
LAUNDRY
PASSAGE
ENTRANCE PORCH
PATIO
GARAGE
LOBBY
SECURE STORE
STORE
DW
FR
TDWM
5930
BATHROOM 1
BATHROOM 2
DRESSING ROOM
G
IC3 IC4
WC
VANITY AREA
GYM
LIBRARY
STUDY
LOUNGE
2702949
1102210
1104456
2703644
2701891
2705930
27010375
22650
A
ENTRANCEHALL
DININGROOM
GST WC
PATIO
GARAGE
LOBBY
G
2051
4864 1341
5453
3361 270
Half-hour self closing firedoor
SOUTH WEST ELEVATION B3HvB
S.A.C.A. REGISTRATION No: 2547PB 2596PRACTICE No:
ISAA. REG. No: 3709
P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 [email protected] A Botha. Architect/Argitek
PROJECT :
DESCRIPTION :
DRAWN : PROJ. NUMBER : DRG. NO. : REV. :BSCALE :
DATE :
OWNER: ARCHITECT:
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIEDWITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT
S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK.
FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TOSCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON
THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
ERF No. 13572: 25 DUCKITT AVE. CONSTANTIA.PROPOSED NEW DWELLING. PHASE 1 CONSTRUCTION DRGS
GROUND FLOOR PLAN, ELEVATIONS ,SECTIONS AND ADDITIONAL C.C. REQUIREMENTS:Stormwater pipe servitude, Lateral support to cavity wall
1:100
B
B
A
E
345 -05-012-03-2011
N. A. BOTHA2547
PB 25963709
161806470
2965 110 2855 270
IC 3
IC 2270
2949110
2210110
4456270
3644270
1891 270 5930270
10375
IC 4
3000
REVISIONS:D E S C R I P T I O N DATEREV.No.
1677
627
031
0011
017
9911
0900 11
022
7411
015
0322
060
0027
0100mm Ø P.V.C SOIL PIPE @ 1:60 FALL
D6HvB D9HvB
G
1341
2950
270
STUDY
MASTER BEDROOM
BEDROOM 2
PASSAGE
BATH RM BATH RM
DRESSING ROOM
6873
270 4210 110 3270 220 8150 220
22650
PHASE 2 EXTENSION
PHASE 2 EXTENSION
1101250 850
1104156
110
1453
5453
22012
0011
031
43
FLOOR PLAN. 1:100
E27
044
4311
029
2311
025
4027
0
110
1066
6
A
STORE
BASEMENT STORE PLAN.
15,89m²
6470
270
5930
270
110
3330
2702680
110270
1100
950
659
815
3m w
ide
serv
itude
200mm Ø P.V.C S.W DRAIN
SECTION D-D.
cL
SECTION C-C.
cL
ngl.
ngl.
600
3m wideservitude
900 1052varies
600
3m wideservitude
1100 varies
fill
FF
380160
440
220
800x860x300 mass concrete base
2x y12 rebars cast into 160x220brick pier cavity
1:50 DETAIL OF CAVITY-WALL LATERAL SUPPORT.
SECTION F-F. 1:50Garden wall
Opening for gate
200mm Ø P.V.CS.W DRAIN
COLUMN FOR LATERAL SUPPORT
DD
CC
C
110 4020 270
A
270 2965 110 2855 270
WINE CELLER
KITCHEN
PANTRY
LAUNDRY
LOBBY
FR
WM
WC
DW
110 4020 270
Basement
store
CBATH
DOMESTIC WORKERS RM
D
ENTRANCE PORCH
R.E.V.V.
V.V.
DD 30/03/11
SECTION A - A
LAUNDRY PANTRY
800x280 mass concrete footing
2400 29
74
2800
STORE
STORE
2100
230
SOUTH EAST ELEVATION.
C8HvBC2HvB
C8HvBC2HvB
D
D
C
C
fill ngl.
200mm Ø P.V.C S.W DRAIN2100
230
WALL TO UNDERSIDE OF ROOFSHEETING
A
KITCHEN
ENTRANCEHALL
DININGROOM
GST WC
ENTRANCE PORCH
PATIO
GARAGE
LOBBY
FR
G
2051
4864 1341
5453
1104020 270
Half-hour self closing firedoor
Basement
store
SOUTH WEST ELEVATION B3HvB
S.A.C.A. REGISTRATION No: 2547PB 2596PRACTICE No:
ISAA. REG. No: 3709
P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 [email protected] A Botha. Architect/Argitek
PROJECT :
DESCRIPTION :
DRAWN : PROJ. NUMBER : DRG. NO. : REV. :BSCALE :
DATE :
OWNER: ARCHITECT:
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIEDWITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT
S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK.
FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TOSCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON
THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
ERF No. -----: -- DUCKITT AVE. CONSTANTIA.PROPOSED NEW DWELLING. PHASE 1 CONSTRUCTION DRGS
GROUND FLOOR PLAN, ELEVATIONS ,SECTIONS AND ADDITIONAL C.C. REQUIREMENTS:Stormwater pipe servitude, Lateral support to cavity wall
1:100
B
B
A
E
345 -05-0130-03-2011
N.A.B./Y.S.2547
PB 25963709
161806470
2965 110 2855 270
IC 3
IC 2270
2949110
2210110
4456270
3644270
1891 270 5930270
10375
IC 4
3000
REVISIONS:D E S C R I P T I O N DATEREV.No.
1677
627
022
060
0027
0100mm Ø P.V.C SOIL PIPE @ 1:60 FALL
D6HvB D9HvBE3HvB
G
1341
2950
270
STUDY
MASTER BEDROOM
BEDROOM 2
PASSAGE
BATH RM BATH RM
DRESSING ROOM
6873
270 4210 110 3270 220 8150 220
22650
PHASE 2 EXTENSION
PHASE 2 EXTENSION
1101250 850
110
1153
5453
22012
0011
031
43
FLOOR PLAN. 1:100
E27
044
4311
029
2311
025
4027
0
110
1066
6
A
STORE
BASEMENT STORE PLAN.
15,89m²
6470
270
5930
270
110
3330
2702680
110270
1100
950
659
815
3m w
ide
serv
itude
200mm Ø P.V.C S.W DRAIN
SECTION D-D.
cL
SECTION C-C.
cL
ngl.
ngl.
600
3m wideservitude
900 1052varies
600
3m wideservitude
1100 varies
fill
FF
380160
440
220
800x860x300 mass concrete base
2x y12 rebars cast into 160x220brick pier cavity
1:50 DETAIL OF CAVITY-WALL LATERAL SUPPORT.
SECTION F-F. 1:50Garden wall
Opening for gate
200mm Ø P.V.CS.W DRAIN
COLUMN FOR LATERAL SUPPORT
DD
CC
CC
FR
WC
WIN
E CEL
LER
DOMESTIC WORKERS RM
UTILITY ROOM
WM
BATH RM
SCULLERY/LAUNDRY
SECTION A - A
LAUNDRY PANTRY
800x280 mass concrete footing
2400 29
74
2800
STORE
STORE
2100
230
SOUTH EAST ELEVATION.
C8HvBC2HvB
C8HvBC2HvB
D
D
C
C
fill ngl.
200mm Ø P.V.C S.W DRAIN2100
230
WALL TO UNDERSIDE OF ROOFSHEETING
3856110
DW
3413
11010
00 110
2096
110
2068
11010
00
1690 1800110
3361
E
E 30/03/11
R.E.
V.V.
V.V.
S.A.C.A. REGISTRATION No: 2547PB 2596PRACTICE No:
ISAA. REG. No: 3709
P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 [email protected]
220 -0-0
Noel A Botha. Architect/Argitek
PROJECT :
DESCRIPTION :
DRAWN : PROJ. NUMBER : DRG. NO. : REV. :BSCALE :
DATE :
OWNER: ARCHITECT:
REVISIONS:D E S C R I P T I O N DATEREV.No.
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIEDWITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT
S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK.
FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TOSCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON
THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
NOTES:1. ROOF TRUSSES: Prefabricated engineer designed trusses with approved gangnail/nail plate connectors, erected and braced in accordance with manufacturers specifications.2. ROOF TRUSS BRACING: 114X38 diagonal bracing (45deg) nailed to underside of rafters at each end of the roof in both planes.3. Rafters and trusses tied down 600mm into walls with 1,2x30mm galv. hoop iron straps.4. Structural timber to be Grade 6 unless shown otherwise.5. P.C. lintols with min 4 courses of new brickwork with brickforce every course over all openings over 900mm and not exceeding 3m.6. Gable-end walls tied back to roof structure with 1,2x30mm GMS hoop iron straps @ 600c/c embedded 300mm in wall, bent over and fixed to 2 rafters.7. P.C. lintols + 2 courses of new 190 blockwork with brickforce every course over all openings not exceeding 3m.8. All structural timber built into walls to be well tarred, creosoted or wrapped in a damp-proof membrane.9. Glazing to doors & windows in excess of 1m² or less than 300 mm above FFL to be safety-glazed in accordance with National Building Regulations: Part N10. Cavity walls to be tied together with 10 2,5mm galvanised crimped wire ties per square meter.11. Damp proof membrane to be 150mm above NGL12. All soil pipes under floors to be encased 100mm in concrete all round13. No drainage pipes to be covered until inspected and approved by the Building Inspector
15. All windows to be min. 10% of floor area with 50 % of window to be openable and min. of 0,2m² of window area in bathroom to be openable.16. Stair risers to be max. 200mm and treads to be min 250mm, min width to be 750mm with clear headroom of 2,1m vertical to be provided.17. Forced ventilation to internal ablutions to discharge to the outside air at a rate 25 l/sec per fitting with the fan connected to the lightswitch.
14. All 'waste water' fittings to have 75mm deep-seal traps.
PROPOSED NEW WAREHOUSES ON ERF No 35209,McLAREN DRIVE, RACING PARK.
1:100
24-11-2008
GROUND FLOOR PLAN: 1:100
N.A.BOTHA
GROUND FLOOR PLAN 1:100.
GRANNY FLAT120,9m²
MAIDS ROOM37.34m²
B
B
A
ACD
E
CD
E
ROOF PLAN. 1:100
1
3
4
22
1
3
45
6
4 5
6
5
4 56
3
1
6
6
S.A.C.A. REGISTRATION No: 2547PB 2596PRACTICE No:
ISAA. REG. No: 3709
P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 [email protected] A Botha. Architect/Argitek
PROJECT :
DESCRIPTION :
DRAWN : PROJ. NUMBER : DRG. NO. : REV. :BSCALE :
DATE :
OWNER: ARCHITECT:
REVISIONS:D E S C R I P T I O N DATEREV.No.
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIEDWITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT
S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK.
FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TOSCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON
THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
N.A.BOTHA
SITE PLAN & ROOF PLAN AND PATIO ROOF STRUCTURE
1:100 345 -05-032-03-2011
ROOF PLAN. 1:100
ROOF NOTES
12
1. 297x45 Cape lam beam2. 114x50 SA pine wallplate3. Gangnail roof trusses by approved member of the Truss Manufacturer's Association. Design to be as per Structural Engineer's specifications.4. 75x50 SA pine purlins @ Max. 1,2m c/c.5. Chromodek prepainted cottage profile roof sheeting @ 15° slope on purlins.6. Ogee seamless aluminium gutter on 30x231 laminated fascia.
7. 231x30 laminated fascia.8. Spreader to match aluminium downpipes9. 231x45 Cape-lam primary support for Patio roof10. 231x45 Cape-lam structural fascia.11. 152x50 secondary patio roof rafters.12. Chromadek pre-painted I.B.R. profile roof sheeting @ 3° slope.13. Polycarbonate opaque roof-lights. Profile to match roof sheeting.14. 152x50 continuous SA pine bearer bolted to wall.
2
24
6
6
6
7
9
10
10
11
13
14
64045 4045 4045 4045
COVERED PATIO ROOF PLAN. 1:100PATIO ROOF NOTES:4. 75x50 SA pine purlins @ 1,060m c/c.6. Ogee seamless aluminium gutter on 30x231 laminated fascia.9. 231x45 Cape-lam primary support for Patio roof @ 4,045mc/c.10. 231x45 Cape-lam structural fascia.11. 152x50 secondary rafters @ 1,011m c/c.12. Chromadek pre-painted I.B.R. profile roof sheeting @ 3° slope.13. Polycarbonate opaque roof-lights. Profile to match roof sheeting.
14. 152x50 continuous SA pine bearer bolted to wall with 12mmø rawlbolts.15. Composite hardwood pillar: 2 152x50 hw sections bolted onto 76x50 spacers & 50x50 GMS post cast into 800x800x300 mass concrete bases.16. 12mmØx152mm galvanised Rawlbolts @ 1,o11m c/c.
± 60,76m to Margeret Close
Existing Carriageway crossing
Erf No. 2153Remainder Erf No. 2152
Erf No. 2154Erf No. 2153
DUCKITT AVE
DETAIL 'X'.
4000ACCESS
SERVITUDE
3000STORMWATER
SERVITUDE
53,1
0m N
.T.S
.
1100
052,820
51,0
90
54,358
50,1
99
3M BUILDING LINE
3M S
TORM
WAT
ER S
ERVI
TUD
E
NEW DWELLING218,4m²
SITE AND ROOF PLAN 1:200
IC 1Existing 1,6m DEEP I.C
ACCES
S SE
RVI
TUD
E
CP
CPCP
CP
CPCP
CP
S.W CATCHPIT
200m
m Ø
P.V
.C S.
W D
RAI
N
SW CHANNEL WITH GRATING AT BOTTOM OF DRIVEWAY.
4000
IC 3IC 2
IC 4
Existing C.P.S.
SEE NOTE 'X' RIGHT REGARDING CARIAGEWAY CROSSING
150mm Ø P.V.C S.W DRAIN
150mm Ø P.V.C S.W DRAIN
200mm Ø P.V.C S.W PIPE TO ADJOINING PROPERTY
PHASE 2 EXTENSION
PHASE 2 EXTENSION
ERF No. 13572: 25 DUCKITT AVE. CONSTANTIA.PROPOSED NEW DWELLING. PHASE 1 CONSTRUCTION DRGS
A
ENTRANCE PORCH
PATIO
GARAGE
LOBBY
PATIO
1
2
3
3
4
5
5
7
8
650x650 ceiling hatch
Chimney
S.A.C.A. REGISTRATION No: 2547PB 2596PRACTICE No:
ISAA. REG. No: 3709
P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 [email protected] A Botha. Architect/Argitek
PROJECT :
DESCRIPTION :
DRAWN : PROJ. NUMBER : DRG. NO. : REV. :BSCALE :
DATE :
OWNER: ARCHITECT:
REVISIONS:D E S C R I P T I O N DATEREV.No.
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIEDWITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT
S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK.
FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TOSCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON
THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
N.A.BOTHA
ROOF PLAN & DRAINAGE SECTION
1:100 345 -04-0425-08-2010
ROOF PLAN. 1:100
ROOF NOTES
A
ENTRANCE PORCH
PATIO
GARAGE
LOBBY
GYM
PATIO
1
2
3
4
56
7
8
910
11
12
1. 297x45 Cape lam beam2. 114x50 SA pine wallplate3. Gangnail roof trusses by approved member of the Truss Manufacturer's Association. Design to be as per Structural Engineer's specifications.4. 75x50 SA pine purlins @ Max. 1,2m c/c.5. Chromodek prepainted cottage profile roof sheeting @ 15° slope on purlins.6. Ogee seamless aluminium gutter on 30x231 laminated fascia.
7. 231x30 laminated fascia.8. Spreader to match aluminium downpipes9. 231x45 Cape-lam primary support for Patio roof10. 231x45 Cape-lam structural fascia.11. 152x50 secondary patio roof rafters.12. Chromadek pre-painted I.B.R. profile roof sheeting @ 3° slope.13. Polycarbonate opaque roof-lights. Profile to match roof sheeting.14. 152x50 continuous SA pine bearer bolted to wall.
1
2
2
2
2
3
3
4
4
44
5
5
5
5
6
6
6
6
7
7
77
8
9
10
10
11
13 14 1513
14 14
650x650 ceiling hatch 650x650 ceiling hatch
Chimney Chimney
sink
DEPTH
COVER LEVELINVERT LEVEL
DISTANCE0,300m
I.C No. I.C.5
21, 465 @ 1:60
DRAINAGE SECTION.
showerbathIC 5
I.C.4 I.C.2
11,464m @ 1:60 0,658m
10,000m10,000m9,700m
10,000m9,342m
0,975m9,025m
G
I.C.310,000m
0,849m9,151m
R.E.
Basin Basinw.c.
GIC 4
GIC3 IC 2
G
Basin sinkdwwm
Prep bowl. Basin
F.F.L. AS DATUM10300
APPROX.G.L10000
7,552m @ 1:60
w.c.shower
bath
G
Basin Basinw.c. w.c. w.c.
EXISTING I.C. 1
SEWER FROM ADJOINING PROPERTY
EXISTING C.P.S.OVER ERF No.
ERF No. 13572: 25 DUCKITT AVE. CONSTANTIA.PROPOSED NEW DWELLING.
8,542m @ 1:60
V.V. V.V.
1,117m
10,000m8,883m
S.A.C.A. REGISTRATION No: 2547PB 2596PRACTICE No:
ISAA. REG. No: 3709
P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 [email protected] A Botha. Architect/Argitek
PROJECT :
DESCRIPTION :
DRAWN : PROJ. NUMBER : DRG. NO. : REV. :BSCALE :
DATE :
OWNER: ARCHITECT:
REVISIONS:D E S C R I P T I O N DATEREV.No.
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIEDWITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT
S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK.
FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TOSCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON
THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
N.A.BOTHA
NEW DWELLING & GRANNY FLAT ONERF No. 13572: 25 DUCKITT AVE. CONSTANTIA.
ROOF PLAN
1:100 345 -03-04APRIL 2010
GRANNY FLAT120,9m²
MAIDS ROOM37.34m²
B
B
A
ACD
E
CD
E
SPECIFICATION:ROOF: 0,8mm pre-painted 'Brownbuilt' roofsheeting @ 15deg slope on 76x50 S.A. pine purlins @ max1,1m c/c all as per manufacturers specifications on Gangmailed trusses @ max. 1,1m tied onto 100x50 wall-plates with gms. hoop-iron straps built into top six courses of brickwork. Provide and fit all necesarry side,head and wall flashings in matching finish to separate detail. Trusses to be as per Structural Engineer's design & specifications. RAINWATER GOODS: 100mm diam. H.R. seamless aluminium gutters on gutter brackets securedto 165x30 laminated fascias with 75mm diam. aluminium downpipes discharging into 150mm dia. p.c swc's.CEILINGS: To be to be 6,4mm skimmed plasterboard ceiling on 38x38 battens. WALLS: 270mm brick cavity walls with 10 galv. crimped wire ties per square metre. Stepped brickgrip DPC with weep holes at 600mm c/c. All walls to be constructed with 110mm ROK clay bricks, plastered and painted with plaster bands. Plastered cills internally and externally.
FOUNDATIONS:Strip footings to 270mm walls to be 800mmx280mm mass concrete. 220 &110mm walls to have 700mmx230mm mass concrete footings. Generally to comply with National Building Regulations.
WINDOWS: To be epoxy-powdercoated aluminium frames with top hung friction stayed opening sections as per window schedule.DOORS: All timber doors and frames to be ex Swartland Joinery catalogue or equal approved. Garage door to be 4,6x2,2m high prepainted galvanised mild steel sectional overhead door by specialists. Door betweenliving room & patio to be epoxy powder coated sliding-folding door by specialist manufacturer.
FLOORS: Groundfloor floor slab to be 100mm 15MPA mass concrete on 250 micron DPC. on 50mm sandbed on hardcore consolidated in layers not exceeding 150mm to 98% AASHTO. First floor to be precast concrete decking system by Specialists. Floor finishes to be tinted granolithic screed.
SKIRTINGS: 76x22mm moulded meranti skirtings to be sanded and sealed with 2 cts 'Rubol' or equal timber preservative. Bathrooms to have tile skirting (half floor tile against wall).
STAIRS:Stairs to comply with National Building Regulations:Treads to min 250m, Risers to be max 200m
TILING: Kitchens to be tiled to 2,1m height or to u/s of overhead units. Bathrooms to be tiled to 2,1m height with non-slip ceramic floor tiles.LINTOLS: Prestressed concrete lintols to be built in overall openings with min 4 brick courses over with brick-force in every course. Min. bearing: 150mm & max. span: 3,00m. Lintol over garage door to be prestressed lintol by Stresso I D Lintols or equal approved.Composite steel lintol/beam over sliding folding dooras per structural engineer's design & specification.
GLAZING: All glazing to comply with N.B.R. NN1. Glass to be generally clear float glass with opaque glass to bathrooms and toilets.
STORMWATER: To discharge into 150mm H.R. precast concrete stormwater channels & to be taken min 2,0m from building foundations.SEWERAGE: From toilets & gulleys to drain into 100mm dia. PVC soil pipes @ 1:60 fall to conservancy tank adjacent street boundary.
ROOF PLAN. 1:100
1
3
4
1. 152x50 Gang nailed roof trusses to be by approved truss manufacturers association member: design as per Struc. Eng. design and specs.2. Prepainted G.M.S roof sheeting @ 15 deg slope on 75x50 S.A. pine purlins @ max. 1200mm c/c, all as per manufacturers specifications . 3. 76x50 SAP Purlins at max 1,2 mm c/c
ROOF NOTES
22
1
3
4. 'Ogee' seamless aluminium gutter and down pipes.
4
5. 165x30 laminated fascia fixed to truss ends with G.M.S nails.
5
6
4 5
6
5
4 56
3
1
6. 152x50 SAP hip truss
6
6
S.A.C.A. REGISTRATION No: 2547PB 2596PRACTICE No:
ISAA. REG. No: 3709
P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 [email protected] A Botha. Architect/Argitek
PROJECT :
DESCRIPTION :
DRAWN : PROJ. NUMBER : DRG. NO. : REV. :BSCALE :
DATE :
OWNER: ARCHITECT:
REVISIONS:D E S C R I P T I O N DATEREV.No.
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIEDWITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT
S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK.
FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TOSCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON
THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
N.A.B./Y.S.
SITE PLAN & ROOF PLAN AND PATIO ROOF STRUCTURE
1:100 345 -05-0330-03-2011
ROOF PLAN. 1:100
ROOF NOTES
A
ENTRANCE PORCH
PATIO
GARAGE
LOBBY
PATIO
12
1. 297x45 Cape lam beam2. 114x50 SA pine wallplate3. Gangnail roof trusses by approved member of the Truss Manufacturer's Association. Design to be as per Structural Engineer's specifications.4. 75x50 SA pine purlins @ Max. 1,2m c/c.5. Chromodek prepainted cottage profile roof sheeting @ 15° slope on purlins.6. Ogee seamless aluminium gutter on 30x231 laminated fascia.
7. 231x30 laminated fascia.8. Spreader to match aluminium downpipes9. 231x45 Cape-lam primary support for Patio roof10. 231x45 Cape-lam structural fascia.11. 152x50 secondary patio roof rafters.12. Chromadek pre-painted I.B.R. profile roof sheeting @ 3° slope.13. Polycarbonate opaque roof-lights. Profile to match roof sheeting.14. 152x50 continuous SA pine bearer bolted to wall.
1
2
2
2
3
3
4
4
5
5
6
6
6
7
7
8
9
10
10
11
13
14
650x650 ceiling hatch
Chimney
64045 4045 4045 4045
COVERED PATIO ROOF PLAN. 1:100PATIO ROOF NOTES:4. 75x50 SA pine purlins @ 1,060m c/c.6. Ogee seamless aluminium gutter on 30x231 laminated fascia.9. 231x45 Cape-lam primary support for Patio roof @ 4,045mc/c.10. 231x45 Cape-lam structural fascia.11. 152x50 secondary rafters @ 1,011m c/c.12. Chromadek pre-painted I.B.R. profile roof sheeting @ 3° slope.13. Polycarbonate opaque roof-lights. Profile to match roof sheeting.
14. 152x50 continuous SA pine bearer bolted to wall with 12mmø rawlbolts.15. Composite hardwood pillar: 2 152x50 hw sections bolted onto 76x50 spacers & 50x50 GMS post cast into 800x800x300 mass concrete bases.16. 12mmØx152mm galvanised Rawlbolts @ 1,o11m c/c.
± 60,76m to Margeret Close
Existing Carriageway crossing
Erf No. 2153Remainder Erf No. 2152
Erf No. 2154Erf No. 2153
DUCKITT AVE
DETAIL 'X'.
4000ACCESS
SERVITUDE
3000STORMWATER
SERVITUDE
53,1
0m N
.T.S
.
1100
052,820
51,0
90
54,358
50,1
99
3M BUILDING LINE
3M S
TORM
WAT
ER S
ERVI
TUD
E
NEW DWELLING218,4m²
SITE AND ROOF PLAN 1:200
IC 1Existing 1,6m DEEP I.C
ACCES
S SE
RVI
TUD
E
CP
CPCP
CP
CPCP
CP
S.W CATCHPIT
200m
m Ø
P.V
.C S.
W D
RAI
N
SW CHANNEL WITH GRATING AT BOTTOM OF DRIVEWAY.
4000
IC 3IC 2
IC 4
Existing C.P.S.
SEE NOTE 'X' RIGHT REGARDING CARIAGEWAY CROSSING
150mm Ø P.V.C S.W DRAIN
150mm Ø P.V.C S.W DRAIN
200mm Ø P.V.C S.W PIPE TO ADJOINING PROPERTY
PHASE 2 EXTENSION
PHASE 2 EXTENSION
ERF No. -----: -- DUCKITT AVE. CONSTANTIA.PROPOSED NEW DWELLING. PHASE 1 CONSTRUCTION DRGS
CPUT 2nd
year architectural technology
B271 Constantia -04-07
This drawing was prepared for re-submission to the local authorities (council), with revisions made in respect to some of the room layouts, and reduced site coverage.
This drawing is for the Client, who requested architectural drawings for the changes to the approved plans.
The drawings should be presented as shown, minor changes like using circles instead of revision clouds could be made, but the scale of the drawings and the specific information on the page should remain as per the original, with the changes clearly visible.
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 revised work on plan view drawings must be fully dimensioned and annotated; approved work which is unchanged need not be dimensioned. The site plan must always have fully dimensioned boundaries, and new/revised work shall be clearly distinguishable from previously approved, 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 Foundation layout plan, o Floor slab plan and o Section A-A.
Foundation layout & floor slab plans: This drawing was created for the purpose of being used by the builder, so that he could lay an area of the floor slab to show the inspector in order to ‘keep the plans alive’, as the plans would become null if no building work were to commence 12 months after the plan approval. This drawing was used on the very afternoon that it was finished being drawn.
-03-07 rev A
Site plan: Shows the new reduced covered area and roof design, showing that the new structure remains in context with the existing structure and the rest of the historical context.
Ground floor plan: The entrance area had been shifted back considerably, and the client requested that dry wall partitioning be used for internal walls.
-03-08 rev A
Basement floor plan: The basement area had also been reduced so that the structure below falls in line with the structure above, and dry wall partitioning was to be used for internal walls.
Sections: The new roof truss design is clearly shown, with bracing as desired as the trusses would be exposed. The structural components for the basement and ground floor structure emphasize that all load bearing structures line up.
-03-10 rev A
Sections: The new roof truss design is clearly shown, with bracing as desired as the trusses would be exposed. The structural components for the basement and ground floor structure emphasize that all load bearing structures line up.
Elevations: The elevations show the existing façade with the new roof in the background, as well as the new façade which is complementary to the existing building.
S.A.C.A. REGISTRATION No: 2547PB 2596PRACTICE No:
ISAA. REG. No: [email protected]
PROJECT :
DESCRIPTION : P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 4540060Noel A Botha. Architect/Argitek 271 -04-07
DRAWN : PROJ. NUMBER : DRG. NO. : REV. :BSCALE :
DATE :
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIEDWITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT
S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK.
FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TO SCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON THIS DRAWING AND
REMAINS THE PROPERTY OF THE ARCHITECT.
Y.S.1:100
24-02-2011
FLOOR SLAB PLAN 1:100
DP
DP
A
A
FOUNDATION LAYOUT
Floor slab: 100mm 15 MPA mass concrete slab with mesh reinforcing on 250 micron DPCon selected fill consolidated in 150mm layersto 98% AASHTO.
Existing footings
Proposed futurebasement structure.
Existing footings
Existing footingsNew 750 x 280 mass concrete footings.
Existing garage
ALTERATIONS & ADDITIONS TO ERF No. ----, -- CONSTANTIA
FLOOR SLAB PLAN & FOUNDATION / FOOTING PLAN
Existing building
Existing building
Existing building
270 ROK dwarf wallswith solid cavity.
1092
270
3828
943
1835
82674190
270
Existing garage
FFL of existing bldg.
550
SECTION A-A.
1
I.C.2 I.C.3
I.C.5
I.C.1
I.C.4
I.C.6 I.C.7
S.A.C.A. REGISTRATION No: 2547PB 2596PRACTICE No:
ISAA. REG. No: 3709
Bedroom 1
Bedroom 2Bedroom 3
KitchenDining area
Living room
Tea kitchen
Existing sewerfrom erf 9545.
Family/TV room
Ver
anda
h
DOORDRIFT ROAD
SPA
AN
SCH
EMAT
RIV
ER R
OAD
SITEPLAN 1:200
6-11-2007
N.A.B/Y.S.1:100 & 1:200
AREA CALCULATIONS:SITE AREA:AREA OF EXISTING BUILDINGSPROPOSED BULK:
970,560m sq275,434m sq443,7m sq
PROPOSED COVERAGE: 443,7m sq(EXCLUDING BASEMENT: 187,95m sq)
1. New timber windows, doors and frames to be by specialist joinery manufacturer.
NOTES:
2. ROOF TRUSSES: Prefabricated engineer designed trusses with approved gangnail/plate connectors, erected and braced in accordance with manufacturers specifications.3. ROOF TRUSS BRACING: 114X38 diagonal bracing (45deg) nailed to underside of rafters at each end of the roof in both planes.4. Rafters and trusses tied down with 1,2x30mm GMS hoop iron straps built 600mm into walls.5. Structural timber to be Grade 6 unless shown otherwise.6. P.C. lintols with min 4 courses of new brickwork with brickforce every course over all openings under 3m. 271 -03-07
1. Blank-off/remove existing sewer lines and existing manholes where depicted in broken lines.
5. New 100mm dia. sewer @ 1:60.
9. New boundary walls. see drg No. B271-03-06
7. 30mm s&c screed on 100mm 15MPA mass concrete floor slab on 250micron dpc. on 50mm sandbed on hardcore fill compacted in layers not exceeding 150mm to 98% AASHTO.
6. Build new 270 r.o.k. brick cavity walls on 280x750 mass concrete footings with stepped brick-grip d.p.c. at slab level with weepholes @ 600mm c/c.
2. Carefully remove existing outbuildings & portions of existing building as shown in broken lines.3. Existing gable & facade fronting onto Spaanchemat River Road to be retained, repaired & restored.4. Remove existing steel windows and adjust openings & build in new purpose-made meranti windows & doors.
8. Internal fireplace with 600mm tiled hearth.10. 100mm 'Rhino-board' drywall partitioning all as per specialist manufacturer's specifications & details.
GROUND FLOOR PLAN. 1:100
31,510m
28,434
m
31,195m
34,139
m
EXISTING BUILDINGPROPOSED
EXTENSION
1500
5000
5000
10
8
6
3
10
LEGEND:
4
4
5
5
9
9
2
P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 4540060
I.C.2I.C.3
I.C.5
I.C.1
I.C.4
I.C.6 I.C.7
REVISIONS:D E S C R I P T I O N DATEREV.No.
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIEDWITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT
S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK.
FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TOSCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON
THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
Noel A Botha. Architect/Argitek
PROJECT :
DESCRIPTION :
DRAWN : PROJ. NUMBER : DRG. NO. : REV. :BSCALE :
DATE :
OWNER: ARCHITECT:
A. A.
D.D.
B.
B. E.
F.F.
G.
G.
8818 6230 3650270 8278 270 5960 270
3407 90 2513
5000 1578 2760 1215330
3445
330 3445
1210
2130
90
" ERF ---- CONSTANTIA cc" PROPOSED ALTERATIONS & ADDITIONS TO ERF No. ---- on -- SPAANSCHEMAT RIVER RD, CONSTANTIAPROPOSED ALTERATIONS & ADDITIONS: GROUND FLOOR PLAN & SITE PLAN.
DP
DP
DP
DP
DP DP
DP
DP
1
WC
DP
DP
5189
4919
330
270
7860
5006325
3828
270
3
5
10
7
EXISTING BUILDING
PROPOSED EXTENSION
2263
2533
270
270
9038
6190
3861
11. Existing sewer connection to adjoining property.
2500
11
Study
ERF 2072
ERF 9546
ERF 9545
1
1
Games roomSun room
3162
A AMENDMENT REQUIRED BY BUILDING SURVEY. 07-07-08
A
330
C.
C.
E.
1877
327
0148
6910
599
C BASEMENT & PROPOSED EXTENSION REDUCED. 24-06-11
S.A.C.A. REGISTRATION No: 2547PB 2596PRACTICE No:
ISAA. REG. No: 3709
Bedroom 1
Bedroom 2Bedroom 3
KitchenDining area
Living room Tea kitchen
Existing sewerfrom erf 9545.
Family/TV room
Ver
anda
h
DOORDRIFT ROAD
SPA
AN
SCH
EMAT
RIV
ER R
OAD
SITEPLAN 1:200
6-11-2007
N. A. BOTHA/M.T1:100 & 1:200
AREA CALCULATIONS:SITE AREA:AREA OF EXISTING BUILDINGSPROPOSED BULK:
970,560m sq275,434m sq443,7m sq
PROPOSED COVERAGE: 443,7m sq(EXCLUDING BASEMENT: 187,95m sq)
1. New timber windows, doors and frames to be by specialist joinery manufacturer.
NOTES:
2. ROOF TRUSSES: Prefabricated engineer designed trusses with approved gangnail/plate connectors, erected and braced in accordance with manufacturers specifications.3. ROOF TRUSS BRACING: 114X38 diagonal bracing (45deg) nailed to underside of rafters at each end of the roof in both planes.4. Rafters and trusses tied down with 1,2x30mm GMS hoop iron straps built 600mm into walls.5. Structural timber to be Grade 6 unless shown otherwise.6. P.C. lintols with min 4 courses of new brickwork with brickforce every course over all openings under 3m. 271 -03-07
1. Blank-off/remove existing sewer lines and existing manholes where depicted in broken lines.
5. New 100mm dia. sewer @ 1:60.
9. New boundary walls. see drg No. B271-03-06
7. 30mm s&c screed on 100mm 15MPA mass concrete floor slab on 250micron dpc. on 50mm sandbed on hardcore fill compacted in layers not exceeding 150mm to 98% AASHTO.
6. Build new 270 r.o.k. brick cavity walls on 280x750 mass concrete footings with stepped brick-grip d.p.c. at slab level with weepholes @ 600mm c/c.
2. Carefully remove existing outbuildings & portions of existing building as shown in broken lines.3. Existing gable & facade fronting onto Spaanchemat River Road to be retained, repaired & restored.4. Remove existing steel windows and adjust openings & build in new purpose-made meranti windows & doors.
8. Internal fireplace with 600mm tiled hearth.10. 100mm 'Rhino-board' drywall partitioning all as per specialist manufacturer's specifications & details.
GROUND FLOOR PLAN. 1:100
31,510m
28,434
m
31,195m
34,139
m
EXISTING BUILDINGPROPOSED
EXTENSION
1500
5000
5000
10
8
6
3
10
LEGEND:
270
1027
0
4
4
5
5
9
9
6
2
P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 4540060
I.C.2
I.C.3
I.C.5
I.C.1
I.C.4
I.C.6 I.C.7
REVISIONS:D E S C R I P T I O N DATEREV.No.
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIEDWITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT
S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK.
FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TOSCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON
THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
Noel A Botha. Architect/Argitek
PROJECT :
DESCRIPTION :
DRAWN : PROJ. NUMBER : DRG. NO. : REV. :BSCALE :
DATE :
OWNER: ARCHITECT:
A. A.
D.
C.
D.
C.
E.B.
B. E.
F.
F.
G.
G.
8818 6230 3650270 8278 270 5960 270
3407 90 2513
5000 1578 2760 1215330
3445
330 3445
1210
2130
90
" ERF 2071 CONSTANTIA cc" PROPOSED ALTERATIONS & ADDITIONS TO ERF No. 2071 on 1 SPAANSCHEMAT RIVER RD, CONSTANTIAPROPOSED ALTERATIONS & ADDITIONS: GROUND FLOOR PLAN & SITE PLAN.
DP
DP
DP
DP
DPDP
DP
DP
1
WC
36883418270
1087
1
DP
DP
5189
4919
330
270
14527 78603650270 270 10337
5006 5006325
3828
270
3
5
10
7
EXISTING BUILDING
PROPOSED EXTENSION
2263
2533
270
7903
7633
270
9038
6190
3861
11. Existing sewer connection to adjoining property.
2500
11
Study
ERF 2072
ERF 9546
ERF 9545
1
1
Games roomSun room
3162
A AMENDMENT REQUIRED BY BUILDING SURVEY. 07-07-08
A
1. 2.
S.A.C.A. REGISTRATION No: 2547PB 2596PRACTICE No:
ISAA. REG. No: 3709
Bedroom 1
Bedroom 2
Bedroom 3
KitchenDining area
Living room Tea kitchen
Professional Suites
Family/TV room
Ver
anda
h107m sq
DOORDRIFT ROAD
SPA
AN
SCH
EMAT
RIV
ER R
OAD
SITEPLAN 1:200
6-11-2007
N. A. BOTHA1:100 & 1:200
AREA CALCULATIONS:SITE AREA:AREA OF EXISTING BUILDINGSPROPOSED BULK:
970,560m sq275,434m sq455,88m sq
PROPOSED COVERAGE: 455,88m sq(EXCLUDING BASEMENT: 187,95m sq)
1. New timber windows, doors and frames to be by specialist joinery manufacturer.
NOTES:
2. ROOF TRUSSES: Prefabricated engineer designed trusses with approved gangnail/plate connectors, erected and braced in accordance with manufacturers specifications.3. ROOF TRUSS BRACING: 114X38 diagonal bracing (45deg) nailed to underside of rafters at each end of the roof in both planes.4. Rafters and trusses tied down with 1,2x30mm GMS hoop iron straps built 600mm into walls.5. Structural timber to be Grade 6 unless shown otherwise.6. P.C. lintols with min 4 courses of new brickwork with brickforce every course over all openings under 3m. 271 -03-07
1. Blank-off/remove existing sewer lines and existing manholes where depicted in broken lines.
5. New 100mm dia. sewer @ 1:60.
9. New boundary walls. see drg No. B271-03-06
7. 30mm s&c screed on 100mm 15MPA mass concrete floor slab on 250micron dpc. on 50mm sandbed on hardcore fill compacted in layers not exceeding 150mm to 98% AASHTO.
6. Build new 270 r.o.k. brick cavity walls on 280x750 mass concrete footings with stepped brick-grip d.p.c. at slab level with weepholes @ 600mm c/c.
2. Carefully remove existing outbuildings & portions of existing building as shown in broken lines.3. Existing gable & facade fronting onto Spaanchemat River Road to be retained, repaired & restored.4. Remove existing steel windows and adjust openings & build in new purpose-made meranti windows & doors.
8. Internal fireplace with 600mm tiled hearth.10. 100mm 'Rhino-board' drywall partitioning all as per specialist manufacturer's specifications & details.
GROUND FLOOR PLAN. 1:100
31,510m
28,434
m
31,195m
34,139
m
EXISTING BUILDINGPROPOSED
EXTENSION
1500
1500
5000
5000
10
8
6
3
10
LEGEND:
8903
270
?86
3310
270
4406
4316
9090
4
4
5
5
9
9
6
2
P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 4540060
I.C.2
I.C.3
I.C.5
I.C.1
I.C.4
I.C.6 I.C.7
REVISIONS:D E S C R I P T I O N DATEREV.No.
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIEDWITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT
S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK.
FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TOSCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON
THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
Noel A Botha. Architect/Argitek
PROJECT :
DESCRIPTION :
DRAWN : PROJ. NUMBER : DRG. NO. : REV. :BSCALE :
DATE :
OWNER: ARCHITECT:
A. A.
D.
C.
D.
C.
E.B.
B. E.
F.
F.
G.
G.
8818 6230 3650270 8278 270 5960 270
3407 90 2513
5000
546
2987
2717
270
1578 2760 1215330
3445
3450
330 3445
1210
2130
90
1200 12001200
" ERF 2071 CONSTANTIA cc" PROPOSED ALTERATIONS & ADDITIONS TO ERF No. 2071 on 1 SPAANSCHEMAT RIVER RD, CONSTANTIAPROPOSED ALTERATIONS & ADDITIONS: GROUND FLOOR PLAN & SITE PLAN.
DP
DP
DP
DP
DP
DP
DP
DP
1
I.C.2 I.C.3
I.C.5
I.C.1
I.C.4
I.C.6 I.C.7
WC
36883418270
1087
1
DP
DP
5189
4919
330
270
14527 78603650270 270 10337
5006 5006325
3828
270
3
5
10
7
EXISTING BUILDING
PROPOSED EXTENSION
S.A.C.A. REGISTRATION No: 2547PB 2596PRACTICE No:
ISAA. REG. No: 3709
Bedroom 1
Bedroom 2
Bedroom 3
Kitchen
Store
Ablutions
Dining area
Living room Tea kitchen
Professional Suites
Family/TV room
Ver
anda
h120,07m sq
DOORDRIFT ROAD
SPA
AN
SCH
EMAT
RIV
ER R
OAD
SITEPLAN 1:200
6-11-2007
N. A. BOTHA1:100 & 1:200
AREA CALCULATIONS:SITE AREA:AREA OF EXISTING BUILDINGSPROPOSED BULK:
970,560m sq275,434m sq395,12m sq
PROPOSED COVERAGE: 395,12m sq(EXCLUDING BASEMENT: 212,96m sq)
1. New timber windows, doors and frames to be by specialist joinery manufacturer.
NOTES:
2. ROOF TRUSSES: Prefabricated engineer designed trusses with approved gangnail/plate connectors, erected and braced in accordance with manufacturers specifications.3. ROOF TRUSS BRACING: 114X38 diagonal bracing (45deg) nailed to underside of rafters at each end of the roof in both planes.4. Rafters and trusses tied down with 1,2x30mm GMS hoop iron straps built 600mm into walls.5. Structural timber to be Grade 6 unless shown otherwise.6. P.C. lintols with min 4 courses of new brickwork with brickforce every course over all openings under 3m. 271 -03-07
1. Blank-off/remove existing sewer lines and existing manholes where depicted in broken lines.
5. New 100mm dia. sewer @ 1:60.
9. New boundary walls. see drg No. B271-03-06
7. 30mm s&c screed on 100mm 15MPA mass concrete floor slab on 250micron dpc. on 50mm sandbed on hardcore fill compacted in layers not exceeding 150mm to 98% AASHTO.
6. Build new 270 r.o.k. brick cavity walls on 280x750 mass concrete footings with stepped brick-grip d.p.c. at slab level with weepholes @ 600mm c/c.
2. Carefully remove existing outbuildings & portions of existing building as shown in broken lines.3. Existing gable & facade fronting onto Spaanchemat River Road to be retained, repaired & restored.4. Remove existing steel windows and adjust openings & build in new purpose-made meranti windows & doors.
8. Internal fireplace with 600mm tiled hearth.10. 100mm 'Rhino-board' drywall partitioning all as per specialist manufacturer's specifications & details.
GROUND FLOOR PLAN. 1:100
31,510m
28,434
m
31,195m
34,139
m
EXISTING BUILDING
PROPOSED EXTENSION
1500
1500
5000
5000
10
8
6
3
10
LEGEND:
1081
089
0327
027
086
3310
270
270
4406
4316
9090
5250
4980
4
4
5
5
9
9
6
2
P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 4540060
I.C.2
I.C.3
I.C.5
I.C.1
I.C.4
I.C.6 I.C.7
REVISIONS:D E S C R I P T I O N DATEREV.No.
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIEDWITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT
S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK.
FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TOSCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON
THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
Noel A Botha. Architect/Argitek
PROJECT :
DESCRIPTION :
DRAWN : PROJ. NUMBER : DRG. NO. : REV. :BSCALE :
DATE :
OWNER: ARCHITECT:
A. A.
D.
C.
D.
C.
E.B.
B. E.
F.F.
G.
G.
6769 4190 4334 7860270 6499 270 3650 270
5160
90
4454 8818 6230 3650270 4184 270 8278 270 5960 270
3407 90 2513
5000
546
2987
2717
270
1578 2760 1215330
344534
50
90 1653 90 4334 330 3445
1210
2130
90
960 100090
" ERF 2071 CONSTANTIA cc" PROPOSED ALTERATIONS & ADDITIONS TO ERF No. 2071 on 1 SPAANSCHEMAT RIVER RD, CONSTANTIAPROPOSED ALTERATIONS & ADDITIONS: GROUND FLOOR PLAN & SITE PLAN.
DP
DP
DPDP
DP
DP
DP
DP
DP
S.A.C.A. REGISTRATION No: 2547PB 2596PRACTICE No:
ISAA. REG. No: 3709
P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 4540060
A. A.
D.
B.
C.
B.
D.
C.
E.
E.
SECTION C - C
F.F.
SECTION B - B
REVISIONS:D E S C R I P T I O N DATEREV.No.
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIEDWITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT
S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK.
FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TOSCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON
THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
271 -03-08
Noel A Botha. Architect/Argitek
PROJECT :
DESCRIPTION :
DRAWN : PROJ. NUMBER : DRG. NO. : REV. :BSCALE :
DATE :
OWNER: ARCHITECT:
Proposed basement
BASEMENT FLOOR PLAN. 1:100
'HOME THEATRE'
GAMES ROOM
STORE ROOM
WINE CELLAR
6-11-2007
1:100 & 1:200 N. A. BOTHA
LIBRARY
SECTION A - A
SECTION G-G.
1. Precast suspended floor slab system by Dismar cc To be as per structural engineer's design and specifications.
5. Roof trusses, rafters, joists, purlins and all structural timber to be as per Structural Engineer's design and specification.
9. 'Flat' roofs to be prepainted 'Diamond Deck' roof sheeting @ 3deg on purlins and rafters all as per manufacturers details and specifications.
7. 30mm s&c screed on 100mm 15MPA mass concrete floor slab on 250micron dpc. on 50mm sandbed on hardcore fill compacted in layers not exceeding 150mm to 98% AASHTO.
6. Build new 270 r.o.k. brick cavity walls on 280x750 mass concrete footings with stepped brick-grip d.p.c. at slab level with weepholes @ 600mm c/c.
2. Basement re-inforced concrete retaining walls and drainage system and sump to be as per Structural Engineer's design and specifications.3. Existing gable & facade fronting onto Spaanchemat River Road to be retained, repaired & restored.4. Remove existing steel windows and adjust openings & build in new purpose-made meranti windows & doors.
8. Internal fireplace with 600mm tiled hearth.
10. 100mm 'Rhino-board' drywall partitioning all as per specialist manufacturer's specifications & details.11. Doors and windows to be by specialist joinery manufacturer.
LEGEND:
" ERF 2071 CONSTANTIA cc" PROPOSED ALTERATIONS & ADDITIONS TO ERF No. 2071 on 1 SPAANSCHEMAT RIVER RD, CONSTANTIAPROPOSED ALTERATIONS & ADDITIONS: BASEMENT PLAN & SECTIONS.
1
1
2
2
3
4
5
5
5
7
8
9 9
10
10
7. 30mm s&c screed on 100mm 15MPA mass concrete floor slab on 250micron dpc. on 50mm sandbed on hardcore fill compacted in layers not exceeding 150mm to 98% AASHTO.
6. Build new 270 r.o.k. brick cavity walls on 280x750 mass concrete footings with stepped brick-grip d.p.c. at slab level with weepholes @ 600mm c/c.
3. Existing gable & facade fronting onto Spaanchemat River Road to be retained, repaired & restored.4. Remove existing steel windows and adjust openings & build in new purpose-made meranti windows & doors.
8. Internal fireplace with 600mm tiled hearth.
10. 100mm 'Rhino-board' drywall partitioning all as per specialist manufacturer's specifications & details.11. Doors and windows to be by specialist joinery manufacturer.
LEGEND:1. Precast suspended floor slab system by Dismar cc To be as per structural engineer's design and specifications.2. Basement re-inforced concrete retaining walls and drainage system and sump to be as per Structural Engineer's design and specifications.
5. Roof trusses, rafters, joists, purlins and all structural timber to be as per Structural Engineer's design and specification.
9. 'Flat' roofs to be prepainted 'Diamond Deck' roof sheeting @ 3deg on purlins and rafters all as per manufacturers details and specifications.
Outline of building on ground level above.
S.A.C.A. REGISTRATION No: 2547PB 2596PRACTICE No:
ISAA. REG. No: 3709
P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 4540060
A. A.
D.
B.
C.
B.
D.
C.
E.
E.
SECTION C - C
F.
F.
SECTION B - B
REVISIONS:D E S C R I P T I O N DATEREV.No.
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIEDWITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT
S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK.
FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TOSCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON
THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
271 -03-08
Noel A Botha. Architect/Argitek
PROJECT :
DESCRIPTION :
DRAWN : PROJ. NUMBER : DRG. NO. : REV. :BSCALE :
DATE :
OWNER: ARCHITECT:
Proposed basement
BASEMENT FLOOR PLAN. 1:100
'HOME THEATRE'
GAMES ROOM
STORE ROOM
WINE CELLAR
6-11-2007
1:100 & 1:200 N. A. BOTHA
LIBRARY
SECTION A - A
SECTION G-G.
1. Precast suspended floor slab system by Dismar cc To be as per structural engineer's design and specifications.
5. Roof trusses, rafters, joists, purlins and all structural timber to be as per Structural Engineer's design and specification.
9. 'Flat' roofs to be prepainted 'Diamond Deck' roof sheeting @ 3deg on purlins and rafters all as per manufacturers details and specifications.
7. 30mm s&c screed on 100mm 15MPA mass concrete floor slab on 250micron dpc. on 50mm sandbed on hardcore fill compacted in layers not exceeding 150mm to 98% AASHTO.
6. Build new 270 r.o.k. brick cavity walls on 280x750 mass concrete footings with stepped brick-grip d.p.c. at slab level with weepholes @ 600mm c/c.
2. Basement re-inforced concrete retaining walls and drainage system and sump to be as per Structural Engineer's design and specifications.3. Existing gable & facade fronting onto Spaanchemat River Road to be retained, repaired & restored.4. Remove existing steel windows and adjust openings & build in new purpose-made meranti windows & doors.
8. Internal fireplace with 600mm tiled hearth.
10. 100mm 'Rhino-board' drywall partitioning all as per specialist manufacturer's specifications & details.11. Doors and windows to be by specialist joinery manufacturer.
LEGEND:
" ERF 2071 CONSTANTIA cc" PROPOSED ALTERATIONS & ADDITIONS TO ERF No. 2071 on 1 SPAANSCHEMAT RIVER RD, CONSTANTIAPROPOSED ALTERATIONS & ADDITIONS: BASEMENT PLAN & SECTIONS.
1
1
2
2
3
4
5
5
5
7
8
9 9
10
10
7. 30mm s&c screed on 100mm 15MPA mass concrete floor slab on 250micron dpc. on 50mm sandbed on hardcore fill compacted in layers not exceeding 150mm to 98% AASHTO.
6. Build new 270 r.o.k. brick cavity walls on 280x750 mass concrete footings with stepped brick-grip d.p.c. at slab level with weepholes @ 600mm c/c.
3. Existing gable & facade fronting onto Spaanchemat River Road to be retained, repaired & restored.4. Remove existing steel windows and adjust openings & build in new purpose-made meranti windows & doors.
8. Internal fireplace with 600mm tiled hearth.
10. 100mm 'Rhino-board' drywall partitioning all as per specialist manufacturer's specifications & details.11. Doors and windows to be by specialist joinery manufacturer.
LEGEND:1. Precast suspended floor slab system by Dismar cc To be as per structural engineer's design and specifications.2. Basement re-inforced concrete retaining walls and drainage system and sump to be as per Structural Engineer's design and specifications.
5. Roof trusses, rafters, joists, purlins and all structural timber to be as per Structural Engineer's design and specification.
9. 'Flat' roofs to be prepainted 'Diamond Deck' roof sheeting @ 3deg on purlins and rafters all as per manufacturers details and specifications.
Outline of building on ground level above.
9990
7903
1789
3
7998
11686
cL
8000
cL
8000
G.
G.
3700
3700
3.
4.5.
6.
S.A.C.A. REGISTRATION No: 2547PB 2596PRACTICE No:
ISAA. REG. No: 3709
P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 4540060
A. A.
D.
B.
C.
B.
D.
C.
E.
E.
SECTION C - C
F.F.
SECTION B - B
REVISIONS:D E S C R I P T I O N DATEREV.No.
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIEDWITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT
S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK.
FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TOSCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON
THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
271 -03-08
Noel A Botha. Architect/Argitek
PROJECT :
DESCRIPTION :
DRAWN : PROJ. NUMBER : DRG. NO. : REV. :BSCALE :
DATE :
OWNER: ARCHITECT:
Proposed basement
BASEMENT FLOOR PLAN. 1:100
'HOME THEATRE'
GAMES ROOM
STORE ROOM
WINE CELLAR
6-11-2007
1:100 & 1:200 N. A. BOTHA
LIBRARY
SECTION A - A
SECTION G-G.
1. Precast suspended floor slab system by Dismar cc To be as per structural engineer's design and specifications.
5. Roof trusses, rafters, joists, purlins and all structural timber to be as per Structural Engineer's design and specification.
9. 'Flat' roofs to be prepainted 'Diamond Deck' roof sheeting @ 3deg on purlins and rafters all as per manufacturers details and specifications.
7. 30mm s&c screed on 100mm 15MPA mass concrete floor slab on 250micron dpc. on 50mm sandbed on hardcore fill compacted in layers not exceeding 150mm to 98% AASHTO.
6. Build new 270 r.o.k. brick cavity walls on 280x750 mass concrete footings with stepped brick-grip d.p.c. at slab level with weepholes @ 600mm c/c.
2. Basement re-inforced concrete retaining walls and drainage system and sump to be as per Structural Engineer's design and specifications.3. Existing gable & facade fronting onto Spaanchemat River Road to be retained, repaired & restored.4. Remove existing steel windows and adjust openings & build in new purpose-made meranti windows & doors.
8. Internal fireplace with 600mm tiled hearth.
10. 100mm 'Rhino-board' drywall partitioning all as per specialist manufacturer's specifications & details.11. Doors and windows to be by specialist joinery manufacturer.
LEGEND:
" ERF 2071 CONSTANTIA cc" PROPOSED ALTERATIONS & ADDITIONS TO ERF No. 2071 on 1 SPAANSCHEMAT RIVER RD, CONSTANTIAPROPOSED ALTERATIONS & ADDITIONS: BASEMENT PLAN & SECTIONS.
1
1
2
2
3
4
5
5
5
7
8
9 9
10
10
7. 30mm s&c screed on 100mm 15MPA mass concrete floor slab on 250micron dpc. on 50mm sandbed on hardcore fill compacted in layers not exceeding 150mm to 98% AASHTO.
6. Build new 270 r.o.k. brick cavity walls on 280x750 mass concrete footings with stepped brick-grip d.p.c. at slab level with weepholes @ 600mm c/c.
3. Existing gable & facade fronting onto Spaanchemat River Road to be retained, repaired & restored.4. Remove existing steel windows and adjust openings & build in new purpose-made meranti windows & doors.
8. Internal fireplace with 600mm tiled hearth.
10. 100mm 'Rhino-board' drywall partitioning all as per specialist manufacturer's specifications & details.11. Doors and windows to be by specialist joinery manufacturer.
LEGEND:1. Precast suspended floor slab system by Dismar cc To be as per structural engineer's design and specifications.2. Basement re-inforced concrete retaining walls and drainage system and sump to be as per Structural Engineer's design and specifications.
5. Roof trusses, rafters, joists, purlins and all structural timber to be as per Structural Engineer's design and specification.
9. 'Flat' roofs to be prepainted 'Diamond Deck' roof sheeting @ 3deg on purlins and rafters all as per manufacturers details and specifications.
Outline of building on ground level above.
S.A.C.A. REGISTRATION No: 2547PB 2596PRACTICE No:
ISAA. REG. No: 3709
P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 4540060
B.
B.
E.
E.
SECTION C - C
SECTION B - B
REVISIONS:D E S C R I P T I O N DATEREV.No.
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIEDWITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT
S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK.
FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TOSCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON
THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
271 -03-08
Noel A Botha. Architect/Argitek
PROJECT :
DESCRIPTION :
DRAWN : PROJ. NUMBER : DRG. NO. : REV. :BSCALE :
DATE :
OWNER: ARCHITECT:
Proposed basement
BASEMENT FLOOR PLAN. 1:100
'HOME THEATRE'
GAMES ROOM
STORE ROOM
WINE CELLAR
24-06-2011
1:100 N.A.B./Y.S.
LIBRARY
SECTION G-G.
1. Precast suspended floor slab system by Dismar cc To be as per structural engineer's design and specifications.
5. Roof trusses, rafters, joists, purlins and all structural timber to be as per Structural Engineer's design and specification.
9. 'Flat' roofs to be prepainted 'Diamond Deck' roof sheeting @ 3deg on purlins and rafters all as per manufacturers details and specifications.
7. 30mm s&c screed on 100mm 15MPA mass concrete floor slab on 250micron dpc. on 50mm sandbed on hardcore fill compacted in layers not exceeding 150mm to 98% AASHTO.
6. Build new 270 r.o.k. brick cavity walls on 280x750 mass concrete footings with stepped brick-grip d.p.c. at slab level with weepholes @ 600mm c/c.
2. Basement re-inforced concrete retaining walls and drainage system and sump to be as per Structural Engineer's design and specifications.3. Existing gable & facade fronting onto Spaanchemat River Road to be retained, repaired & restored.4. Remove existing steel windows and adjust openings & build in new purpose-made meranti windows & doors.
8. Internal fireplace with 600mm tiled hearth.
10. 100mm 'Rhino-board' drywall partitioning all as per specialist manufacturer's specifications & details.11. Doors and windows to be by specialist joinery manufacturer.
LEGEND:
" ERF ---- CONSTANTIA cc" PROPOSED ALTERATIONS & ADDITIONS TO ERF No. ---- on -- SPAANSCHEMAT RIVER RD, CONSTANTIAPROPOSED ALTERATIONS & ADDITIONS: BASEMENT PLAN & SECTIONS.
1
2
5
10
10
7. 30mm s&c screed on 100mm 15MPA mass concrete floor slab on 250micron dpc. on 50mm sandbed on hardcore fill compacted in layers not exceeding 150mm to 98% AASHTO.
6. Build new 270 r.o.k. brick cavity walls on 280x750 mass concrete footings with stepped brick-grip d.p.c. at slab level with weepholes @ 600mm c/c.
3. Existing gable & facade fronting onto Spaanchemat River Road to be retained, repaired & restored.4. Remove existing steel windows and adjust openings & build in new purpose-made meranti windows & doors.
8. Internal fireplace with 600mm tiled hearth.
10. 100mm 'Rhino-board' drywall partitioning all as per specialist manufacturer's specifications & details.11. Doors and windows to be by specialist joinery manufacturer.
LEGEND:1. Precast suspended floor slab system by Dismar cc To be as per structural engineer's design and specifications.2. Basement re-inforced concrete retaining walls and drainage system and sump to be as per Structural Engineer's design and specifications.
5. Roof trusses, rafters, joists, purlins and all structural timber to be as per Structural Engineer's design and specification.
9. 'Flat' roofs to be prepainted 'Diamond Deck' roof sheeting @ 3deg on purlins and rafters all as per manufacturers details and specifications.
Outline of building on ground level above.
1789
3
1789
3
7998
cL
8000
G.
G.
3700
F.F.C
.C.
A. A.
C
D.D.
5
79 9
SECTION A - A
12
3
4
5
880
00
3700
S.A.C.A. REGISTRATION No: 2547PB 2596PRACTICE No:
ISAA. REG. No: 3709
P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 4540060
SPAANSCHEMAT RIVER ROAD ELEVATION
EAST ELEVATION
REVISIONS:D E S C R I P T I O N DATEREV.No.
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIEDWITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT
S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK.
FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TOSCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON
THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
271 -03-10
Noel A Botha. Architect/Argitek
PROJECT :
DESCRIPTION :
DRAWN : PROJ. NUMBER : DRG. NO. : REV. :BSCALE :
DATE :
OWNER: ARCHITECT:
PROPOSED ALTERATIONS & ADDITIONS: ELEVATIONS & SECTIONS.
6-11-2007
N. A. BOTHA1:100 & 1:200SOUTH ELEVATION.
SECTION D-D.SECTION F-F.
7. 30mm s&c screed on 100mm 15MPA mass concrete floor slab on 250micron dpc. on 50mm sandbed on hardcore fill compacted in layers not exceeding 150mm to 98% AASHTO.
6. Build new 270 r.o.k. brick cavity walls on 280x750 mass concrete footings with stepped brick-grip d.p.c. at slab level with weepholes @ 600mm c/c.
3. Existing gable & facade fronting onto Spaanchemat River Road to be retained, repaired & restored.4. Remove existing steel windows and adjust openings & build in new purpose-made meranti windows & doors.
8. Internal fireplace with 600mm tiled hearth.
10. 100mm 'Rhino-board' drywall partitioning all as per specialist manufacturer's specifications & details.11. Doors and windows to be by specialist joinery manufacturer.
LEGEND:
" ERF 2071 CONSTANTIA cc" PROPOSED ALTERATIONS & ADDITIONS TO ERF No. 2071 on 1 SPAANSCHEMAT RIVER RD, CONSTANTIA
1. Precast suspended floor slab system by Dismar cc To be as per structural engineer's design and specifications.2. Basement re-inforced concrete retaining walls and drainage system and sump to be as per Structural Engineer's design and specifications.
5. Roof trusses, rafters, joists, purlins and all structural timber to be as per Structural Engineer's design and specification.
9. 'Flat' roofs to be prepainted 'Diamond Deck' roof sheeting @ 3deg on purlins and rafters all as per manufacturers details and specifications.
1 1
2
2
3 3
4
5 5
7
6
9
10
S.A.C.A. REGISTRATION No: 2547PB 2596PRACTICE No:
ISAA. REG. No: 3709
P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 4540060
SPAANSCHEMAT RIVER ROAD ELEVATION
EAST ELEVATION
REVISIONS:D E S C R I P T I O N DATEREV.No.
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIEDWITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT
S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK.
FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TOSCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON
THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
271 -03-10
Noel A Botha. Architect/Argitek
PROJECT :
DESCRIPTION :
DRAWN : PROJ. NUMBER : DRG. NO. : REV. :BSCALE :
DATE :
OWNER: ARCHITECT:
PROPOSED ALTERATIONS & ADDITIONS: ELEVATIONS & SECTIONS.
6-11-2007
N. A. BOTHA1:100 & 1:200SOUTH ELEVATION.
SECTION D-D.SECTION F-F.
7. 30mm s&c screed on 100mm 15MPA mass concrete floor slab on 250micron dpc. on 50mm sandbed on hardcore fill compacted in layers not exceeding 150mm to 98% AASHTO.
6. Build new 270 r.o.k. brick cavity walls on 280x750 mass concrete footings with stepped brick-grip d.p.c. at slab level with weepholes @ 600mm c/c.
3. Existing gable & facade fronting onto Spaanchemat River Road to be retained, repaired & restored.4. Remove existing steel windows and adjust openings & build in new purpose-made meranti windows & doors.
8. Internal fireplace with 600mm tiled hearth.
10. 100mm 'Rhino-board' drywall partitioning all as per specialist manufacturer's specifications & details.11. Doors and windows to be by specialist joinery manufacturer.
LEGEND:
" ERF 2071 CONSTANTIA cc" PROPOSED ALTERATIONS & ADDITIONS TO ERF No. 2071 on 1 SPAANSCHEMAT RIVER RD, CONSTANTIA
1. Precast suspended floor slab system by Dismar cc To be as per structural engineer's design and specifications.2. Basement re-inforced concrete retaining walls and drainage system and sump to be as per Structural Engineer's design and specifications.
5. Roof trusses, rafters, joists, purlins and all structural timber to be as per Structural Engineer's design and specification.
9. 'Flat' roofs to be prepainted 'Diamond Deck' roof sheeting @ 3deg on purlins and rafters all as per manufacturers details and specifications.
1 1
2
2
3 3
4
5 5
7
6
9
10
3
3
G.
G.
C9HvB
C9HvB C9HvB
S.A.C.A. REGISTRATION No: 2547PB 2596PRACTICE No:
ISAA. REG. No: 3709
P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 4540060
SPAANSCHEMAT RIVER ROAD ELEVATION
EAST ELEVATION
REVISIONS:D E S C R I P T I O N DATEREV.No.
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIEDWITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT
S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK.
FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TOSCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON
THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
271 -03-10
Noel A Botha. Architect/Argitek
PROJECT :
DESCRIPTION :
DRAWN : PROJ. NUMBER : DRG. NO. : REV. :BSCALE :
DATE :
OWNER: ARCHITECT:
PROPOSED ALTERATIONS & ADDITIONS: ELEVATIONS & SECTIONS.
6-11-2007
N. A. BOTHA1:100 & 1:200SOUTH ELEVATION.
SECTION D-D.SECTION F-F.
7. 30mm s&c screed on 100mm 15MPA mass concrete floor slab on 250micron dpc. on 50mm sandbed on hardcore fill compacted in layers not exceeding 150mm to 98% AASHTO.
6. Build new 270 r.o.k. brick cavity walls on 280x750 mass concrete footings with stepped brick-grip d.p.c. at slab level with weepholes @ 600mm c/c.
3. Existing gable & facade fronting onto Spaanchemat River Road to be retained, repaired & restored.4. Remove existing steel windows and adjust openings & build in new purpose-made meranti windows & doors.
8. Internal fireplace with 600mm tiled hearth.
10. 100mm 'Rhino-board' drywall partitioning all as per specialist manufacturer's specifications & details.11. Doors and windows to be by specialist joinery manufacturer.
LEGEND:
" ERF 2071 CONSTANTIA cc" PROPOSED ALTERATIONS & ADDITIONS TO ERF No. 2071 on 1 SPAANSCHEMAT RIVER RD, CONSTANTIA
1. Precast suspended floor slab system by Dismar cc To be as per structural engineer's design and specifications.2. Basement re-inforced concrete retaining walls and drainage system and sump to be as per Structural Engineer's design and specifications.
5. Roof trusses, rafters, joists, purlins and all structural timber to be as per Structural Engineer's design and specification.
9. 'Flat' roofs to be prepainted 'Diamond Deck' roof sheeting @ 3deg on purlins and rafters all as per manufacturers details and specifications.
1 1
2
2
3 3
4
5 5
7
6
9
10
3
3
S.A.C.A. REGISTRATION No: 2547PB 2596PRACTICE No:
ISAA. REG. No: 3709
P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 4540060
SPAANSCHEMAT RIVER ROAD ELEVATION
EAST ELEVATION
REVISIONS:D E S C R I P T I O N DATEREV.No.
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIEDWITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT
S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK.
FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TOSCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON
THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
271 -03-10
Noel A Botha. Architect/Argitek
PROJECT :
DESCRIPTION :
DRAWN : PROJ. NUMBER : DRG. NO. : REV. :BSCALE :
DATE :
OWNER: ARCHITECT:
PROPOSED ALTERATIONS & ADDITIONS: ELEVATIONS & SECTIONS.
6-11-2007
N.A.B./Y.S.1:100 & 1:200SOUTH ELEVATION.
SECTION D-D.SECTION F-F.
7. 30mm s&c screed on 100mm 15MPA mass concrete floor slab on 250micron dpc. on 50mm sandbed on hardcore fill compacted in layers not exceeding 150mm to 98% AASHTO.
6. Build new 270 r.o.k. brick cavity walls on 280x750 mass concrete footings with stepped brick-grip d.p.c. at slab level with weepholes @ 600mm c/c.
3. Existing gable & facade fronting onto Spaanchemat River Road to be retained, repaired & restored.4. Remove existing steel windows and adjust openings & build in new purpose-made meranti windows & doors.
8. Internal fireplace with 600mm tiled hearth.
10. 100mm 'Rhino-board' drywall partitioning all as per specialist manufacturer's specifications & details.11. Doors and windows to be by specialist joinery manufacturer.
LEGEND:
" ERF ---- CONSTANTIA cc" PROPOSED ALTERATIONS & ADDITIONS TO ERF No. ---- on -- SPAANSCHEMAT RIVER RD, CONSTANTIA
1. Precast suspended floor slab system by Dismar cc To be as per structural engineer's design and specifications.2. Basement re-inforced concrete retaining walls and drainage system and sump to be as per Structural Engineer's design and specifications.
5. Roof trusses, rafters, joists, purlins and all structural timber to be as per Structural Engineer's design and specification.
9. 'Flat' roofs to be prepainted 'Diamond Deck' roof sheeting @ 3deg on purlins and rafters all as per manufacturers details and specifications.
1 1
2
2
3 3
4
5 5
7
6
9
10
3
3
G.
G.
C9HvB
C9HvB C9HvB
CPUT 2nd
year architectural technology
B58 Bantry Bay -01
This drawing was prepared for the purpose of keeping a digital record of past projects, as well as creating a base drawing which could be used for 3D presentation.
This drawing is for our architect, who had wanted the drawings to be put into computer format for some time, but never had the time to do it.
The drawings should be presented as shown, as to keep them as close to the original drawings as possible, although 3D and rendered drawings could also serve the purpose of presentation.
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.
Site plan: This drawing was created for the purpose of being used by the builder, so that he could lay an area of the floor slab to show the inspector in order to ‘keep the plans alive’, as the plans would become null if no building work were to commence 12 months after the plan approval. This drawing was used on the very afternoon that it was finished being drawn.
Ground floor plan: The lowest floor level of the plan is essentially a transition area between the family/entertainment area and the pool; changing rooms and kitchen and covered braai area provide everything that is needed without the need of going up the staris. A staircase leads up to the main parts of the house.
Elevations: The elevations show the detailed façade and all four floor levels to the structure. The concrete frame and face brick infill is shown clearly, as well as glass balustrades and planter boxes.
Sections: The sections serve to explain the structure as there are many levels and steps. The concrete frame structure can be clearly seen in section, with all external walls being cavity walls.
-02
First floor plan: This floor level of the plan is essentially the entertainment area; the family room is served by a guest loo, and leads out to a deck with an unobstructed sea view. A staircase leads up to the main part of the house.
Elevations: The elevations show the detailed façade and all four floor levels to the structure. The concrete frame and face brick infill is shown clearly, as well as glass balustrades and planter boxes.
Sections: The sections serve to explain the structure as there are many levels and steps. The concrete frame structure can be clearly seen in section, with all external walls being cavity walls.
-03
Second floor plan: This floor level holds the entrance to the house. A staircase is in the center of the plan, keeping space for circulation to a minimal, and it leads up to the bedrooms, or down to the living room and kitchen. There is also secure access from the garage.
Sections: The sections serve to explain the structure as there are many levels and steps. The slope of the site is clear, and there are many areas which require fill. The concrete frame structure can be clearly seen in section, with all external walls being cavity walls.
-04
Third floor plan: This floor level shows the bedrooms, separate from the rest of the house in its own private space.
Sections: The sections serve to explain the structure. The glass façade in front of the staircase is also shown. The concrete frame structure can be clearly seen in section, with all external walls being cavity walls.
GROUND FLOOR PLAN 1:100.
REVISIONS:D E S C R I P T I O N DATEREV.No.
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIEDWITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT
S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK.
FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TOSCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON
THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
S.A.C.A. REGISTRATION No: 2547PB 2596PRACTICE No:
ISAA. REG. No: 3709
P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 [email protected]
58 -01
Noel A Botha. Architect/Argitek
PROJECT :
DESCRIPTION :
DRAWN : PROJ. NUMBER : DRG. NO. : REV. :BSCALE :
DATE :
OWNER: ARCHITECT:HOUSE D. OSSHER. PROPOSED NEW RESIDENCE ON
ERF ----, DE WET ROAD, BANTRY BAY
1:100/1:200
25-08-2011
GROUND FLOOR PLAN, SITE PLAN, NORTH WEST ELEVATION, SOUTH WEST ELEVATION, SECTION A-A.
Y.S.
F G E
F G E
A
B
A
B
KITCHEN
CHANGEROOM
FILL
POOL
SITE PLAN 1:200.
18,89
34,2
2
32,2
9
18,89
SOUTH WEST ELEVATION.
SECTION A-A.
BEDROOM 3 BEDROOM 2 MASTER BEDROOM
LIVING ROOM DINING ROOM
NORTH WEST ELEVATION.
GROUND FLOOR PLAN 1:100.
REVISIONS:D E S C R I P T I O N DATEREV.No.
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIEDWITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT
S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK.
FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TOSCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON
THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
S.A.C.A. REGISTRATION No: 2547PB 2596PRACTICE No:
ISAA. REG. No: 3709
P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 [email protected]
58 -01
Noel A Botha. Architect/Argitek
PROJECT :
DESCRIPTION :
DRAWN : PROJ. NUMBER : DRG. NO. : REV. :BSCALE :
DATE :
OWNER: ARCHITECT:HOUSE D. OSSHER. PROPOSED NEW RESIDENCE ON
ERF 494, DE WET ROAD, BANTRY BAY
1:100/1:200
27-02-1984
GROUND FLOOR PLAN, SITE PLAN, NORTH WEST ELEVATION, SOUTH WEST ELEVATION, SECTION A-A.
N.A.BOTHA
F G E
F G E
A
B
A
B
KITCHEN
CHANGEROOM
FILL
POOL
SITE PLAN 1:200.
18,89
34,2
2
32,2
9
18,89
SOUTH WEST ELEVATION.
SECTION A-A.
BEDROOM 3 BEDROOM 2 MASTER BEDROOM
LIVING ROOM DINING ROOM
NORTH WEST ELEVATION.
REVISIONS:D E S C R I P T I O N DATEREV.No.
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIEDWITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT
S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK.
FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TOSCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON
THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
S.A.C.A. REGISTRATION No: 2547PB 2596PRACTICE No:
ISAA. REG. No: 3709
P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 [email protected]
58 -02
Noel A Botha. Architect/Argitek
PROJECT :
DESCRIPTION :
DRAWN : PROJ. NUMBER : DRG. NO. : REV. :BSCALE :
DATE :
OWNER: ARCHITECT:HOUSE D. OSSHER. PROPOSED NEW RESIDENCE ON
ERF ----, DE WET ROAD, BANTRY BAY
1:100
25-08-2011
GROUND FLOOR PLAN @ LEVEL 114.72, SITE PLAN, NORTHWEST ELEVATION, SECTION A-A.
Y.S.
STORE SERVANT'SROOM
STOREGUESTW.C.
FAMILY ROOM
VOID
VOID
FILL
existing boulders
F G E
F G E
A
B
D
C
FIRST FLOOR PLAN 1:100.
SECTION C-C.SECTION D-D.
NORTH EAST ELEVATION.
SECTION B-B.
KITCHEN
KITCHEN
EN SUITE
A
B
D
C
FILL
GARAGE
SERVANT'SROOM STORE FAMILY ROOM
FILL
FILL
SECTION F-F.
FAMILY ROOM
FILL
FILL
SECTION E-E.
GARAGE
STORE SERVANT'S ROOM
KITCHENDINING ROOM
MASTER BEDROOM DRESSINGROOM EN SUITE BATH
CHANGE ROOM
void void
REVISIONS:D E S C R I P T I O N DATEREV.No.
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIEDWITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT
S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK.
FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TOSCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON
THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
SECOND FLOOR PLAN 1:100.
ENTRANCE
GARAGE
KITCHEN
DINING
LIVING ROOM
existing boulders
S.A.C.A. REGISTRATION No: 2547PB 2596PRACTICE No:
ISAA. REG. No: 3709
P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 [email protected]
58 -03
Noel A Botha. Architect/Argitek
PROJECT :
DESCRIPTION :
DRAWN : PROJ. NUMBER : DRG. NO. : REV. :BSCALE :
DATE :
OWNER: ARCHITECT:HOUSE D. OSSHER. PROPOSED NEW RESIDENCE ON
ERF ----, DE WET ROAD, BANTRY BAY
1:100
25-08-2011
PLAN @ LEVEL 119.53, SECTION E-E & F-F.
Y.S.
F G E
F G E
A
B
D
C
A
B
D
C
REVISIONS:D E S C R I P T I O N DATEREV.No.
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIEDWITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT
S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK.
FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TOSCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON
THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
FILL
SECTION G-G.
FAMILY ROOM
BEDROOM 3
LIVING ROOM
STORE
F G E
F G E
A
B
D
C
A
B
D
C
BEDROOM 3 BEDROOM 2
MASTER BEDROOM
DRESSINGROOM
EN SUITE
BATHROOM
S.A.C.A. REGISTRATION No: 2547PB 2596PRACTICE No:
ISAA. REG. No: 3709
P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 [email protected]
58 -04
Noel A Botha. Architect/Argitek
PROJECT :
DESCRIPTION :
DRAWN : PROJ. NUMBER : DRG. NO. : REV. :BSCALE :
DATE :
OWNER: ARCHITECT:HOUSE D. OSSHER. PROPOSED NEW RESIDENCE ON
ERF ----, DE WET ROAD, BANTRY BAY
1:100
25-08-2011
PLAN @ LEVEL 122.23, SECTION G-G.
Y.S.
KITCHEN
CHANGEROOM
FILL
STORE SERVANT'SROOM
STOREGUESTW.C.
FAMILY ROOM
VOID
VOID
FILL
existing boulders
ENTRANCE
GARAGE
KITCHEN
DINING
LIVING ROOM
existing boulders
EN SUITE
BEDROOM 1
FIRST FLOOR PLAN.
BALCONY?
A
A
void
BEDROOM 1
BEDROOM 2DINING ROOM
SECTION A-A.
GROUND FLOOR PLAN 1:100.
NOTES:1. ROOF TRUSSES: Prefabricated engineer designed trusses with approved gangnail/nail plate connectors, erected and braced in accordance with manufacturers specifications.2. ROOF TRUSS BRACING: 114X38 diagonal bracing (45deg) nailed to underside of rafters at each end of the roof in both planes.3. Rafters and trusses tied down 600mm into walls with 1,2x30mm galv. hoop iron straps.4. Structural timber to be Grade 6 unless shown otherwise.5. P.C. lintols with min 4 courses of new brickwork with brickforce every course over all openings over 900mm and not exceeding 3m.6. Gable-end walls tied back to roof structure with 1,2x30mm GMS hoop iron straps @ 600c/c embedded 300mm in wall, bent over and fixed to 2 rafters.7. P.C. lintols + 2 courses of new 190 blockwork with brickforce every course over all openings not exceeding 3m.8. All structural timber built into walls to be well tarred, creosoted or wrapped in a damp-proof membrane.9. Glazing to doors & windows in excess of 1m² or less than 300 mm above FFL to be safety-glazed in accordance with National Building Regulations: Part N10. Cavity walls to be tied together with 10 2,5mm galvanised crimped wire ties per square meter.11. Damp proof membrane to be 150mm above NGL12. All soil pipes under floors to be encased 100mm in concrete all round13. No drainage pipes to be covered until inspected and approved by the Building Inspector
15. All windows to be min. 10% of floor area with 50 % of window to be openable and min. of 0,2m² of window area in bathroom to be openable.16. Stair risers to be max. 200mm and treads to be min 250mm, min width to be 750mm with clear headroom of 2,1m vertical to be provided.17. Forced ventilation to internal ablutions to discharge to the outside air at a rate 25 l/sec per fitting with the fan connected to the lightswitch.
14. All 'waste water' fittings to have 75mm deep-seal traps.
18. New windows and doors as per Alpha Omega Catalogue.19. No portion of building to project over boundary.
S.A.C.A. REGISTRATION No: 2547PB 2596PRACTICE No:
ISAA. REG. No: 3709
P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 [email protected]
378 -0-0
Noel A Botha. Architect/Argitek
PROJECT :
DESCRIPTION :
DRAWN : PROJ. NUMBER : DRG. NO. : REV. :BSCALE :
DATE :
OWNER: ARCHITECT:
REVISIONS:D E S C R I P T I O N DATEREV.No.
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIEDWITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT
S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK.
FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TOSCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON
THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
1:100 Y.S.
EN SUITE
BEDROOM 1
BEDROOM 2
BEDROOM 3KITCHEN
DINING ROOM
LIVING ROOM
OFFICE
BEDROOM 1OFFICE
1850 line
PLAN AND SITE PLAN 1:100. FIRST FLOOR PLAN.
GARAGE
CARPORT
BEDROOM 2DINING ROOM
BALCONY?
A A
AA
beam
2100
1850
2100
2400
STOEP
BEDROOM 2
MAINBEDROOM
BEDROOM 3
KITCHEN
YARD
GARAGE
LOUNGE
BEDROOM
KITCHEN LOUNGEDINING
ENTRANCEBATHROOM
W.C.
SUN ROOM?
CLIENT'S LAYOUT. A
A
IC1 IC2
IC3IC4
IC5
IC6
G.
G.
MH 31
G.
G.
OWNER:
P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 4540060Noel A Botha. Architect/Argitek
Y.S.DRAWN :
PROJ. NUMBER : DRG. NO. : BSCALE :
DATE :
PROJECT :ARCHITECT:
DESCRIPTION:-- FERDINAND STREET, TOKAI.
378 -01SKETCH PLANS.
21-07-20111:100
STOEP
MAINBEDROOM
BEDROOM 2
BEDROOM 3
KITCHEN
YARD
GARAGE
LOUNGE
SKETCHPLAN 'A'. A
A
OWNER:
P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 4540060Noel A Botha. Architect/Argitek
Y.S.DRAWN :
PROJ. NUMBER : DRG. NO. : BSCALE :
DATE :
PROJECT :ARCHITECT:
DESCRIPTION:-- FERDINAND STREET, TOKAI. SKETCH PLANS.
21-07-20111:100
STOEP
BEDROOM 2
MAINBEDROOM
BEDROOM 3
KITCHEN
YARD
GARAGE
LOUNGE
LOUNGE/DINING
KITCHEN
BEDROOM
ENTRANCE
DINING
SKETCHPLAN 'B'. A
A
4100 28
70
3520
3253
900 1700
6000
6710
3000
OWNER:
P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 4540060Noel A Botha. Architect/Argitek
Y.S.DRAWN :
PROJ. NUMBER : DRG. NO. : BSCALE :
DATE :
PROJECT :ARCHITECT:
DESCRIPTION:-- FERDINAND STREET, TOKAI. SKETCH PLANS.
21-07-20111:100
STOEP
BEDROOM 2
MAINBEDROOM
BEDROOM 3
KITCHEN
YARD
GARAGE
LOUNGE
LOUNGE/DININGKITCHEN
BEDROOM
ENTRANCE
LAUNDRY
DINING
DRESSING
SKETCHPLAN 'C'. A
A
OWNER:
P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 4540060Noel A Botha. Architect/Argitek
Y.S.DRAWN :
PROJ. NUMBER : DRG. NO. : BSCALE :
DATE :
PROJECT :ARCHITECT:
DESCRIPTION:-- FERDINAND STREET, TOKAI. SKETCH PLANS.
21-07-20111:100
STOEP
BEDROOM 2
MAINBEDROOM
BEDROOM 3
KITCHEN
YARD
GARAGE
LOUNGE
BEDROOM
LOUNGE/DININGKITCHEN
ENTRANCE
704032
53
SKETCHPLAN 'D'. A
A
1200 4820 2935
OWNER:
P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 4540060Noel A Botha. Architect/Argitek
Y.S.DRAWN :
PROJ. NUMBER : DRG. NO. : BSCALE :
DATE :
PROJECT :ARCHITECT:
DESCRIPTION:-- FERDINAND STREET, TOKAI. SKETCH PLANS.
21-07-20111:100
STOEP
BEDROOM 2
MAINBEDROOM
BEDROOM 3
KITCHEN
YARD
GARAGE
LOUNGE
LOUNGE
KITCHEN/DINING
BATHBEDROOM
ENTRANCE
W.C.
SKETCHPLAN 'E'. A
A
OWNER:
P.O.BOX 2281 CLAREINCH 774023 SUSSEX STREET CLAREMONT 7708FAX./PH. (021)-6712335 CEL.082 4540060Noel A Botha. Architect/Argitek
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DESCRIPTION:-- FERDINAND STREET, TOKAI. SKETCH PLANS.
21-07-20111:100