PORTFOLIO
YUSUF SAMPSON 210044594
CPUT 2nd year architectural technology Yusuf Sampson Student no.: 210044594
Y.S. Innovations & Designs PSS Portfolio 24.10.2011
Contents Paperwork: PSS Form Employer’s confirmation of student’s work Additional questions Drawings: 1. B367 Kenridge i. Ground floor & site plan ii. Sections & elevations 2. B273 Miller Road i. Reference drawing ii. Ground & first floor plan iii. Roof & ceiling plan iv. Sections v. Elevations vi. Foundation & boundary wall plan vii. Patio plans, sections & elevations viii. Handrail details ix. Details x. Bathroom layouts & elevations xi. Kitchen layouts & elevations xii. Paving layout xiii. Door & window schedule 3. B376 Wesley Road i. Plans, sections & elevations ii. Site & roof plan, sections 4. B361 19 Princes Road i. Plans, sections & elevations 5. B357 21 Princes Road i. Plans, sections & elevations 6. B315 Princes Road i. Basement & site plan ii. Ground floor plan & sections
iii. iv. v. 7. i. ii. 8. i. ii. iii. iv. 9. i. ii. iii. 10. i. ii. iii. 11. i. ii. iii. iv. v. vi.
First & attic floor plan Roof plan and drainage Elevations B345 Duckitt Avenue Ground floor plan, sections & elevations Site & roof plan B271 Constantia Foundation layout plan Ground floor & site plan Basement plan & sections Sections & elevations B58 Bantry Bay Plans, sections & elevations 1 Plans, sections & elevations 2 Plans, sections & elevations 3 B378 Kommetjie Sketch layout – ground floor Sketch layout – first floor Sketch layout – first floor & section B379 Tokai Sketch layout – client’s own proposal Sketch layout 1 Sketch layout 2 Sketch layout 3 Sketch layout 4 Sketch layout 5
PSS FORM PRACTICAL STUDIES
2011 SUMMARY OF WORK RECORDED
NOTE:
NAME:
EMPLOYER:
1. 2. 3.
INCLUDE THIS SHEET ON THE FIRST PAGE OF THE PORTFOLIO AND RECORD THE NUMBER OF DRAWINGS AT EACH SUBMISSION. THE PORTFOLIO IS ACCUMULATIVE I.E. INCLUDE YOUR BEST WORK FROM THE YEAR IN EACH SUBMISSION. ALL DRAWINGS ARE TO BE SIGNED BY THE EMPLOYER AS MIN 80% THE STUDENTS WORK.
Yusuf Sampson
STUDENT NO.
210044594
Noel A. Botha
Projects (LIST: TOTAL NUMBER ACCUMULATED OF DRAWINGS SUBMITTED) THIS LIST SHOULD ALSO BE THE INDEX FOR YOUR PORTFOLIO, ONLINE AND HARD COPY
1.
Drawing to 1/100 or 1/50 scale for local authority approval
2.
Working drawings and details (Assembly & component drawings)
3.
Measured drawings (incl. Survey notes & photos)
Simple planning and design exercises incl. Solutions to elevational treatment fenestration etc. 5. Presentation drawings (in selected media) for a selected building project incl. Photos of models 6. Schedules of doors, windows, fittings, etc 4.
PH.
078 665 5023
PH.
(021) 671 2335
E-MAIL:
yusuf20569@gmail.com
E-MAIL:
noelarch@cybersmart.co.za
B367 B273 B271 B345 B315 B376 B378 B379 B58 B361 B357 Total 2
1
3
11
1
2
5
2
1
1
17 12
1 1
1
1
1
1
2
3
6
3
7 13
3
3
1
1
1
1
7.
Joinery details for purpose-made furniture or fixings
8.
Investigation of site and survey
9.
Analysis and preparation of brief
10.
Cost considerations
11.
Specifications
1
12.
Site Visits
2
13.
Administration
14.
Copy of current page of logbook
15.
Other
1 1
1
2
1
2 1
1
1
1
3
2
1
5
1
1
1
1
1
9 3
Yusuf Sampson 17 Riverside Drive Kommetjie 7975 20 October 2011 Noel A. Botha Architect 23 Sussex Street Claremont 7708
Dear Noel A. Botha, Confirmation of student’s work This letter confirms that you, Noel A. Botha, acknowledge that I, Yusuf Sampson, have done at least 80% of the drawing work included in my portfolio or that I have made significant alterations/additions to drawings that are not 80% of my own work (indicated by a *). The drawings included in my portfolio are listed below: B367 Kenridge, B273 Miller Road, B271 Constantia*, B345 Duckitt Avenue*, B315 Princes Road, B376 Wesley Road, B378 Kommetjie, B379 Tokai, B58 Bantry Bay, B361 19 Princes Road, B357 21 Princes Road.
Employer’s signature ________________________________
Yours sincerely,
Yusuf Sampson_____________________________________
1. How does the referencing system in your office work? The referencing system in our office is to our architect‟s personal preference.
B376 -01-01 ‘Botha’
Project number, in numerical order of projects.
Page number.
Drawing type: 01 – Existing / site information 02 – Sketch plans / first draught 03 – blank / reserved 04 – Council submission drawings 05 – Tender documentation 06 – Layout drawings 07 – Detail drawings 08 – Schedules 09 Drawing register
Each project has a file on the system, as well as a physical file (labeled with this referencing system, plus the project title which is generally the address) with notes, sketches and any hardcopy and/or printed information. When doing a project, we collect the physical file from the architect‟s office as a reference. Then we access the project files from our workstations:
Desktop\ Shortcut to CAD projects 10.0
G:\CAD projects 10.0
G:\CAD projects 10.0\B376 Physical address
The hierarchy of information: G: (Data (D) on „noel‟ (G:))
Network drive
Workstations BOTHA1 BOTHA2
BOTHA3
This file access system means that only one person can work on a particular file at a time. Others may view the file as a (read only) and can make changes which can be transferred at a later stage. The workstations are connected to a UPS which keeps the computers running even when the electricity has been cut, providing precious time needed to save any work.
2. How does your office find work on a substantial basis? Our architect is one of the main architects of the Claremont area, with many residential buildings, complexes and industrial buildings behind his name. From my experience, work generally comes to him, with his architect‟s board up on the sites he is involved in and by word of mouth. Recently, our architect has been pro-active and has taken interest in a particular site. He gathered and compiled all of the site information and zoning requirements for the site, and drew up a set of conceptual sketch plans. With these proposed sketch plans he approached several individuals/developers who took immediate interest in the proposed scheme(s) and went as far as to get QS‟s and engineers involved who are now requesting more detailed layout drawings. If this project happens, our architect will supervise the entire job, and this will become the number one priority on out project planning schedule, along with the many more “1‟s” which we are busy with at present. 3. Analyze your office environment: a.
How many people are there? There are three people in my office: Noel A. Botha – our architect, Rukiya Abrahams – a fellow student from my 1st year class at CPUT, Yusuf Sampson, (me) – a student draughtsman and 2nd year student at CPUT.
b. What are their respective responsibilities? Noel: as the architect, and the only architect in his firm; he does everything. He handles all of the clients, all of the paperwork, all of the phone calls and everything else. He gives us work to do and teaches us valuable lessons daily through talking to us about projects, making many rough sketches accurately expressing his ideas without fault, and through involving us in his design process as well us resolving technology. Myself & Rukiya: we are both students, and are both working for Noel as „contract draughtsman‟. We draw up and tweak whatever is required, and are often put to the test of designing layouts and schemes as idea generating exercises, after which our architect resolves our ideas or elaborates on the idea he had in mind so that we can clearly understand what is required of us. Recently, I have been drawing up proposed new apartment flats and alterations to residential dwellings. As for tea duties; every man for himself. c. How does communication work in the office? As we work in separate offices (Noel in his own and myself and Rukiya in our own), we go to Noel‟s office in the morning for a debrief on the previous day‟s work, and for a briefing / planning meeting for the work of the day ahead. If we have questions about the work, or have completed the work, we ask for assistance or ask if there is anything more that we can help with. If Noel has his hands full or needs us to do some work for him, he will come to our office with what he needs done or he will call us to his office to show us what he needs done.
d. How are new projects tackled – who gets involved in what stages of the projects? New projects always start with our architect. Noel sets up the drawings for us; he accurately draws up the site from the SG diagrams and then hands it over to us from there. From there we draw up plans and sections of either new or existing structures, explore with new layouts etc. Ongoing projects are dealt with differently. With these types of projects, long and detailed discussions of the history and progression of the projects are explained and it is required of us to make required changes and tweaks to these projects, often taking weeks as when one drawing changes, all of the drawings change.
CPUT 2nd year architectural technology
B367 Kenridge, Durbanville -02-01 This drawing was prepared for submission to the local authorities (council), with the intent of receiving permission to build the additions and alterations as proposed in the drawing. Should the drawing be approved by council, it will serve as a legal document. This drawing is for the Client, who requested architectural drawings for a new carport and kitchen alterations. The drawings should not be presented in any other way, minor changes like the layout may change, but the scale of the drawings and the specific information on the page should be presented as shown: Each component of the drawing must be titled clearly and appropriately, with a drawing name and scale. The scale should only be shown on one drawing component if all of the components on the page are the same scale, to avoid unnecessary repetition. The orientation must be indicated by a clear north point, and should be relative to a site or floor plan. All new work on plan view drawings must be fully dimensioned and annotated; existing work which is not relative need not be dimensioned. The site plan must always have fully dimensioned boundaries, and new work shall be clearly distinguishable from existing, as well as have dimensions from the boundaries for the purpose of checking that it falls within regulations and for when setting out. Sections should only have vertical dimensions, be fully annotated (may refer to a legend if the annotations clutter the drawing and make it illegible) and show the key structural components and how the structure is put together. Elevations should not contain dimensions and annotations unless necessary. They should show the façade with all of its finishes and fenestration and openings. They should indicate the boundary lines where applicable. A set of notes/specifications which cover all basic construction requirements/methods should be present on at least one drawing in a set, and a legend with reference to the drawings should cover the more specific construction requirements. The title block must contain: o The project title and description of the project, including the correct ERF number and address. A project number relative to the architect’s referencing system should also be present in the title block, o A description of the drawing components on the page, o The correct date, scale, who the drawing was drawn by, the registration number of the professional responsible for the drawing and the logo of the architect/firm. o Space for the signatures of the owner and architect, and the date of when the drawing is to be signed. Once the drawing is signed by owner, architect and is approved by council, it becomes a legal document.
The specific components that make up this drawing are: o Site & floor plan, o Carport roof plan, o Sections and a o Street elevation. Site & ground floor plan: The site and ground floor plan are combined as the structure takes up most of the site, showing all of the boundaries. The site and proposed new carport are dimensioned and boundaries are annotated. The existing dwelling is not dimensioned, however dotted lines indicate where existing walls are to be demolished, and the plan is annotated with reference to the legend, telling the correct procedure and methods for work to be carried out. Carport roof plan: In this drawing a part of the roof covering is removed to show the roof structure. The drawing is annotated to a legend, which gives the specifications for the size of the members and other structural components and the centers they fall at etc. Sections: The sections on this drawing show relevant cross-sectional and longitudinal cuts through the carport. All of the structural components are clearly shown: the footings and their sizes, the composite posts, bearers, rafters, purlins and roof sheeting. From the section it is clear as to how the structure will be assembled. Street elevation: A streetscape shows the visual impact of the new work from the street. This indicates how much effect it will have on the neighbors and whether the structure fits into the context etc.
-02-02 This drawing is a continuation of the first drawing of the set, as all of the drawing components could not fit on one page. The specific components that make up this drawing are: o Sections, o Elevations. Sections: These sections are taken through the existing structure and show the detailing and impact of the new work on the existing structure. They show the new openings in the interior walls and the new kitchen unit, as well as the new windows and doors in the background. Elevations: The south elevation shows the new openings and fenestration on the façade, accompanied by annotations to the legend, annotations which would not have been clear in section. The other elevations show views of the new carport, and the impact it has on the existing dwelling.
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIED WITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK. FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TO SCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
REVISIONS:
BOUNDARY
2162
2228
BOUNDARY
BOUNDARY
8
REV.No.
DATE
DESCRIPTION
CARPORT
7 VILLAGE CLOSE
Existing paving
NGL 800 X 600 X 350
NOTES:
STREET ELEVATION.
ERF No. ----
C
LIVING ROOM
BEDROOM 2
4
D
6
1
BEDROOM 1
CARPORT Existing paving
3
800 X 600 X 350
2100
2
5925
B BEDROOM 2
BEDROOM 1
ERF No. ---
6085
D
3
6
7
A
8
1500
Existing wall BOUNDARY
B
20,00
6085
A
7
C
VILLAGE CLOSE FLOOR PLAN 1:100.
SITE & FLOOR PLAN. 1:100
A
5
1500
7076
5575
SITE & FLOOR PLAN 1:100.
4
5615 6085
A
5615
1
2
VILLAGE CLOSE
BOUNDARY
3210
5575
2100
1500
SECTION A-A.
BEDROOM 3
5
LIVING ROOM
7075
5615
B 3210
Existing C.W.C
800 X 600 X 350
BOUNDARY
3255 DINING ROOM
STUDY
ERF No. ---
KITCHEN
1. to ROOF TRUSSES: Prefabricated engineer designed Structural timber be Grade 6 unless shown trusses with approved gangnail/nail plate otherwise. and braced in accordance 2. P.C. lintols with min connectors, 4 courses oferected new brickwork with manufacturers specifications. with brickforce every course over all openings 2. not ROOF TRUSS3m. BRACING: 114X38 diagonal bracing over 900mm and exceeding (45deg) in nailed to of underside 3. Glazing to doors & windows excess 1m² or of rafters at each end of theFFL roof both planes. less than 300 mm above toin be safety-glazed 3. Rafters and trusses tied down 600mm into walls in accordance with National Building Regulations: with 1,2x30mm galv. hoop iron straps. Part N 4. tied Structural to 2,5mm be Grade 6 unless shown 4. Cavity walls to be togethertimber with 10 otherwise. galvanised crimped wire ties per square meter. 5. P.C.to lintols with min 4 courses of new brickwork 5. Damp proof membrane be 150mm above NGL with to brickforce every course over all openings 6. All 'waste water' fittings have 75mm over 900mm and not exceeding 3m. deep-seal traps. 6. min. Gable-end tied back 7. All windows to be 10% of walls floor area with to roof structure with 1,2x30mm hoop of iron straps @ 600c/c 50 % of window to be openableGMS and min. 0,2m² embedded in wall, bent over and fixed of window area in bathroom to 300mm be openable. to 2 as rafters. 8. New windows and doors per Alpha Omega 7. P.C. lintols + 2 courses of new 190 blockwork Catalogue. with brickforce every course over all openings 9. No portion of building to project over boundary. not exceeding 3m. 8. All structural timber built into walls to be well tarred, creosoted or wrapped in a damp-proof membrane. 9. Glazing to doors & windows in excess of 1m² or less than 300 mm above FFL to be safety-glazed LEGEND: in accordance with National Building Regulations: 1. Remove existing door & brick up opening. Part N 2. Remove existing 110 wall & make floor 10. Cavity walls to good be tied together with 10 2,5mm & ceiling. galvanised crimped wire ties per square meter. 3. Build in new shower & basin in new positions. 11. Damp proof membrane to be 150mm above NGL Existing W.C. to remain. 12. All soil pipes under floors to be encased 100mm 4. Form opening in existing wall and in new in concrete all build round door & window.13. No drainage pipes to be covered until inspected 5. Build in new lintols and 2,2m by wide andform approved theopening. Building Inspector 6. Remove existing kitchen cupboards, 14. All 'waste water' remove fittings to have 75mm existing wall, make good ceiling & build in new deep-seal traps. kitchen cupboards. 15. All windows to be min. 10% of floor area with 7. Composite h.w. posts to 50x50 brackets and min. of 0,2m² 50bolted % of window toGMS be openable cast in 800x800x300 footings. ofmass-concrete window area in bathroom to be openable. 8. New carport: 'Cliplok' prepainted roof and treads to be 16. Stair risers toChromodek be max. 200mm sheeting - see Legend for Roof formin details. min 250mm, width to be 750mm with clear headroom of 2,1m vertical to be provided. 17. Forced ventilation to internal ablutions to discharge to the outside air at a rate 25 l/sec per fitting with the fan connected to the lightswitch. 7. No portion of building to project over boundary. 1.
BOUNDARY
BEDROOM 3
DINING ROOM
STUDY
20,00
19,50
SECTION B-B.
NOTES:
19,50
B
BOUNDARY
CARPORT ROOF PLAN. LEGEND: CARPORT ROOF: 1. 2. 3. 4. 5. 6. 7.
Cliplock prepainted Chromodeck roof sheeting @ 3° as per manufacturer's instructions. 76x50 SA pine purlins @ 1200m c/c max. 147x45 Capelam rafters @ 1065mm c/c. on Teco brackets bolted to structural fascia. Continuous 231x45 structural Capelam fascia. 231x45 Capelam beam supporting structural fascia. Composite h.w. posts bolted to 50x50 GMS brackets cast in 800x800x300 mass-concrete footings. G.M.S. Teco brackets.
ARCHITECT:
OWNER: PROJECT :
PROPOSED ADDITIONS ON ERF No 998, ERF No. --@ -- VILLAGE CLOSE, KENRIDGE, VILLAGE CLOSE, KENRIDGE. DURBANVILLE: ALTERATIONS & ADDITIONS
1:100 SITE & FLOOR PLAN, GROUND FLOOR 1:100 SECTIONS A-APLAN: & B-B & STREET ELEVATION.
DESCRIPTION :
Noel A Botha. Architect/Argitek
SCALE : DATE :
P.O.BOX 2281 CLAREINCH 7740 FAX./PH. (021)-6712335 CEL.082 4540060 23 SUSSEX STREET CLAREMONT 7708 noelarch@cybersmart.co.za
1:100
17-02-2011 24-11-2010
DRAWN :
N.A.BOTHA Y.S.
S.A.C.A. REGISTRATION No: ISAA. REG. No: PRACTICE No:
3709
2547 PB 2596
B367
PROJ. NUMBER :
DRG. NO. :
-02-01
REV. :
3
KITCHEN
Boundary
Boundary
5
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIED WITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK. FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TO SCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
REVISIONS: REV.No.
DATE
DESCRIPTION
LIVING ROOM
NGL
NGL
NGL
3
SECTION D-D
SOUTH ELEVATION
1
NOTES: 1. 2. 3.
4.
Boundary
8 4
9
7
5. 6.
Boundary
Boundary
7
7. 8. 9.
9
Structural timber to be Grade 6 unless shown otherwise. P.C. lintols with min 4 courses of new brickwork with brickforce every course over all openings over 900mm and not exceeding 3m. Glazing to doors & windows in excess of 1m² or less than 300 mm above FFL to be safety-glazed in accordance with National Building Regulations: Part N Cavity walls to be tied together with 10 2,5mm galvanised crimped wire ties per square meter. Damp proof membrane to be 150mm above NGL All 'waste water' fittings to have 75mm deep-seal traps. All windows to be min. 10% of floor area with 50 % of window to be openable and min. of 0,2m² of window area in bathroom to be openable. New windows and doors as per Alpha Omega Catalogue. No portion of building to project over boundary.
1500
CARPORT DINING ROOM
Existing paving
6
LEGEND:
NGL
1. 2.
NGL
Existing wall
SECTION C-C
EAST ELEVATION
3. 4. 5. 6. 7. 8.
Boundary
9. 10.
Remove existing door & brick up opening. Remove existing 110 wall & make good floor & ceiling. Form opening in existing wall and build in new door & window. Build in new lintols and form 2,2m wide opening. Remove existing kitchen cupboards, remove existing wall, make good ceiling & build in new kitchen cupboards. Composite h.w. posts bolted to 50x50 GMS brackets cast in 800x800x300 mass-concrete footings. Cliplock prepainted Chromodeck roof sheeting @ 3° on 76x50 purlins @ max. 1,2m c/c all as per manufacturer's instructions. 147x45 Capelam rafters @ 1065mm c/c. on Teco brackets bolted to structural fascia. Continuous 231x45 structural Capelam fascia. 231x45 Capelam beam supporting structural fascia.
9
ARCHITECT:
OWNER: PROJECT :
6
ERF No. --- @ -- VILLAGE CLOSE, KENRIDGE, DURBANVILLE: ALTERATIONS & ADDITIONS
DESCRIPTION :
NORTH ELEVATION
SECTIONS C-C & D-D, EAST ELEVATION, NORTH ELEVATION & SOUTH ELEVATION.
Noel A Botha. Architect/Argitek
SCALE : DATE :
P.O.BOX 2281 CLAREINCH 7740 FAX./PH. (021)-6712335 CEL.082 4540060 23 SUSSEX STREET CLAREMONT 7708 noelarch@cybersmart.co.za
1:100
17-02-2011
DRAWN :
Y.S.
S.A.C.A. REGISTRATION No: ISAA. REG. No: PRACTICE No:
3709
B367
PROJ. NUMBER :
2547 PB 2596
DRG. NO. :
-02-02
REV. :
o CPUT 2nd year architectural technology
B273 Miller Road, Claremont -05-01 The drawings were prepared to serve as documents for tenders, with the intent of providing sufficient detailed information suitable for accurate costing and construction of the proposed work. These drawings are for the Client, but more importantly for the tenders, who will provide quotations for the required work as shown by the drawings. The architect would then select the most appropriate quote(s), and present a total figure of the building cost to the Client. This specific drawing is a reference drawing: a drawing which gives an overview of the project and is selected from the council submission plans. The drawing should not be presented in any other way, minor changes like the layout may change, but the scale of the drawings and the specific information on the page should be presented as shown: Each component of the drawing must be titled clearly and appropriately, with a drawing name and scale. The scale should only be shown on one drawing component if all of the components on the page are the same scale, to avoid unnecessary repetition. For tender drawings, a scale of 1:50 is most suitable, as it shows more detail than the 1:100 drawings required for council, which results in more accurate costing with less hidden costs. The orientation must be indicated by a clear north point, and should be relative to a site or floor plan. All new work on plan view drawings must be fully dimensioned and annotated. The site plan must always have fully dimensioned boundaries and have dimensions between the structure and the boundaries/building lines for the purpose of checking that it falls within regulations and for when setting out. Sections should only have vertical dimensions, be fully annotated (may refer to a legend if the annotations clutter the drawing and make it illegible) and show the key structural components and how the structure is put together. Elevations should not contain dimensions and annotations unless necessary. They should show the façade with all of its finishes and fenestration and openings. They should indicate the boundary lines where applicable. A set of notes/specifications which cover all basic construction requirements/methods should be present on at least one drawing in a set, and a legend with reference to the drawings should cover the more specific construction requirements. The title block must contain: o The project title and description of the project, including the correct ERF number and address. A project number relative to the architect’s referencing system should also be present in the title block, o A description of the drawing components on the page, o The correct date, scale, who the drawing was drawn by, the registration number of the professional responsible for the drawing and the logo of the architect/firm.
Space for the signatures of the owner and architect, and the date of when the drawing is to be signed. Once the drawing is signed by owner, architect and is approved by council, it becomes a legal document.
The specific components that make up this drawing are: o Site plan, o Ground floor plan, o Elevations. Site plan: The site plan shows the specific unit in question on a sub-divided plot, which was divided into 4 separate ervin. It shows that the garage roof is shared with the neighboring unit, and it shows the position of the new combined-private-sewer and carriageway crossing. It shows all the structures of the adjoining ervin, and shows the streets as well as the distance to the next drainage cover. Ground floor plan: Shows the general dimensions of the structure and the organization of the spaces within. It also shows the drainage and storm water, existing boundary walls of adjoining ervin and existing trees which are to be protected. Elevations: Give a general picture as to what the completed structure would look like, with annotations to boundary lines and existing walls.
-05-02 Ground and first floor plan: These drawings show accurate dimensions of the entire new structure, indicate all the waste and soil pipes, as well as specify where they are required to be encased in concrete, and the storm water channel and pipes to outlet. Arrows on stairs always go up, and the numbers in the section lines refer to page numbers for the related drawings. Windows and doors are numbered in a way that each window or door can be easily related to in the window and door schedule. At 1:50 every component, fixture and fitting in the structure is clearly shown and it was made sure that nothing was left out.
-05-03 Roof and ceiling plan: Portions of the roof are removed to reveal and explain the structure. Annotations to a specific legend make the drawing clear. The garage roof has a separate drawing to show the waterproofing and downpipes in more detail, as the main drawing was becoming cluttered. The mirrored ceiling plans indicate where ceilings will be installed and where the cornice will follow.
-05-04 Sections: The most important drawing next the floor plans, the sections very clearly show how the structure gets put together. They also indicate the floor to floor levels of the structure and have specific details circled for a more detailed view on following drawings. The list of detailed specifications is also on this drawing, making it a key drawing in the set.
CPUT 2nd year architectural technology
-05-05 Elevations: The elevations show a detailed façade; from the Juliette balcony, fenestration as per catalogue, air bricks, up to the flashing on the roof, every line serves its purpose and indicates the desired finished product. The codes below the windows refer to the Alpha Omega catalogue and dotted lines show the structure behind the walls.
-05-06 Foundation and boundary wall plan: The size and position of each footing and foundation wall are clearly shown, illustrating the desired structure and allowing for an accurate costing of materials to be made. The existing and new common/adjoining footings that must be considered are also shown, as well as drainage so that when the structure gets built, the builders know where to lay the pipes and cast around existing footings beforehand. Details for the boundary wall construction are clear, so the boundary wall can be included in the tender’s costing, and not be left out becoming a hidden cost at the end of the day.
-05-07 Patio plans, sections and elevations: Separate drawings were made for the patio so that they could be sent off to specific tenders for quotes on the timber required of the pergola and the materials for the braai.
-05-08 Handrail details: The handrail drawings are at a scale of 1:25. They serve to accurately show the size and shape of the desired handrail, which can then be quoted for and manufactured to spec without question.
-05-09 Details: The 1:10 detail drawings show the specific details circled in the sections drawing; 1:100 copies of the sections are at the bottom of the page as a reference to the area which the detail in question relates to. The annotations to the details are numbered as to keep the drawings clutter free, and the details indicate how the structure should be built very specifically. The detail drawings are more for the builder than for the tenders.
-05-10 Bathroom layouts and elevations: The 1:25 bathroom layouts show the position of sanitary fixtures and the desired tiling layout with the setting out points. The 1:50 elevations are sufficient to show the position of fixtures and tiling layouts for the walls. The shaded shapes are the combination of tile areas on each wall; this was
drawn because the drawing program we use calculates the area of any single shape, so a total tiled area figure was acquired without tedious calculation.
-05-11 Kitchen layout and elevations: The 1:25 layout clearly shows all of the desired fixtures and appliances, while dotted lines indicate structure below the countertops. The drainage is also shown on this drawing, making it clear as to what the waste pipes are servicing. The elevations are also at a scale of 1:25, allowing detailed joinery of the built in cupboards to be clearly visible.
-05-12 Paving layout: The paved and tiled areas are annotated, with the direction of the fall indicated. The fall usually falls away from the building, but in this case it falls towards the building so that water can run into the storm water channel and drain to the outlet in the road. The paving is also shown to be paved a set distance around the existing tree which is to be protected.
-05-13 Door & window schedule: An elevation of each door/window is shown, fully dimensioned, with the respective codes relating to the Alpha Omega catalogue, number relating to the floor plans, descriptions and amounts required. The hatch to the store is the only door that needs to be custom made, whereas the sliding and pedestrian gate have to be made up by Oriental Arts.
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIED WITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK. FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TO SCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
REVISIONS:
GMS Handrail to Juliette Balcony
E8HvB
REV.No.
B3HvB 980 high
E8HvB
B2HvB 980 high
Existing common boundary wall
New common boundary wall
DATE
DESCRIPTION
Existing boundary wall on adjoining property
E8HvB B3HvB
REFERENCE SCHEDULE
C6HvB
DRG No.:
D E S C R I P T I O N
B273-05-01 REFERENCE DRAWING
B273-05-02 GROUND & FIRST FLOOR PLAN B273-05-03 ROOF & CEILING PLAN
2,4x2,2m high Sectional overhead Garage door
B273-05-04 SECTIONS
B273-05-05 ELEVATIONS
B273-05-06 FOUNDATION, DRAINAGE & BOUNDARY WALL PLAN
SOUTH ELEVATION
WEST ELEVATION
B273-05-07 PATIO PLANS, SECTIONS & ELEVATIONS B273-05-08 HANDRAIL DETAIL
B273-05-09 GENERAL DETAILS
B273-06-01 BATHROOM LAYOUTS
B273-07-02 FINISHING SCHEDULE
Existing precast wall on adjoining property.
B273-07-03 SANITARYWARE SCHEDULE B273-08-01 DRAWING REGISTER EXISTING STRUCTURE ON ADJOINING ERF.
5.240
9670
OK
00
3362
3000
0 17
18,140
IC3 IC1
8,420 New 8m wide carriageway crossing
+-84,5m TO NEXT COVER CL.22,736 IL.20,699
19,060 Existing boundary wall
EXISTING MUNICIPAL SEWER
SITE PLAN. 1:200
New Connection to Municipal Sewer
NOTE: 1.
FOR DETAILED SPECIFICATION SEE DRG. B273-04-14
3.
FOR 'GENERAL' NOTES SEE DRG. B273-04-13
2.
Existing 'Dais Cotonifolia' (pom-pom tree) indigenous to be retained.
5401
100mm diam. PVC soil pipe @ 1:60
6330
Existing Building
New common boundary wall IC3
19,680
1796
,5 80 10
ET RE A
Unit 2
ERF.No. ------
45
1,
230 924
S7
ERF.No. ------
Unit 3
PATIO tiles
1361
Unit 1
MILLER ROAD
B
Soil pipe encased in concrete 100mm all round.
IC2
ERF.No. ------
0
73
M
4312
5240
LOUNGE tiles
Exist pool
IC5
IC4
17,270
0
3880
GARAGE grano
Unit 4
ERF.No. ------
7 ,6
2810
Class 'A' 1/2hour self-closing fire dr.
ROOF OF GARAGE
3
23,640
ERF.No. ------
B
ST
90
1950
IC4
ERF.No. ------
180
860
5,
WC tiles
C
18,970
8,420
42
71
9882
IC2
G
DINING tiles
STORE
C
KITCHEN tiles
1810
G
IC5
E
3030
1230
230
E
New common boundary wall
12,850
Existing common boundary wall 150 diam. HR. P.C S.W channel
3052
Existing 'Grevilea Robusta' (silky oak) exotic tree to be retained.
Existing Sewer Connection
ERF.No. ------
19,370
A
B273-07-01 DOOR & WINDOW SCHEDULE
3075
D
230
300
5697
19,230
230
B273-06-02 KITCHEN LAYOUT
9,670
6157
9,560
?
1000
IC1
THESE DRAWINGS ARE TO BE READ TOGETHER WITH THE SITE DEVELOPMENT PLANS USED FOR THE APPROVED SUB-DIVISION APPLICATION.
OWNER: PROJECT :
8m wide C.W.C. as shown on plans for Erf -----Connection to Municipal Sewer as shown on plans for Erf No. ------
COVERAGE CALCULATIONS D
180
230
2.6m x 2m high GMS sliding gate
A
2727
2957
180
230
2730
4060
230
GROUND FLOOR PLAN. 1:100
SITE AREA:
162,504m²
PROPOSED BULK:
129,26m²
PROPOSED COVER: 68,666m²
ARCHITECT:
PROPOSED NEW DWELLING ON ERF No. -------- @ -- MILLER RD. CLAREMONT
DESCRIPTION :
SITE PLAN, GROUND FLOOR PLAN, & SOUTH & WEST ELEVATIONS.
Noel A Botha. Architect/Argitek
(42,26%)
(79,545%) SCALE :
P.O.BOX 2281 CLAREINCH 7740 FAX./PH. (021)-6712335 CEL.082 4540060 23 SUSSEX STREET CLAREMONT 7708 noelarch@cybersmart.co.za
1:100 &1:200
DATE :
10-01-2011
DRAWN :
N.A.B./Y.S.
2547 PB 2596
S.A.C.A. REGISTRATION No: ISAA. REG. No: PRACTICE No:
3709
B273
PROJ. NUMBER :
DRG. NO. :
-05-01
REV. :
6157 1230
1033
A
KITCHEN tiles
IC5
2
10
10
BEDROOM 3 carpet
2231
IC4
12
LOUNGE tiles
1
230
2
924
694
1100
5
04
PATIO tiles
330
5401
100mm diameter UPVC soil pipe @ 1:60
A
660 CL
IC3
CL
5
C
04
B
04
17
18
14
Roof of garage on ERF ------
D 04
2406
3778
Pergola over braai patio on ground floor.
A
04
CL
Existing 'Dais Cotonifolia' (pom-pom tree): indigenous tree to be protected.
1033
230
2100
90
4108
CL 3507 6157
230
OWNER:
PROJECT :
IC1
9
17.1m²
668
7
13
BRAAI
04
43.6m²
9
DRESS RM carpet
6438
D
1050
2433
230
TOTAL WALL AREA=
Existing common boundary wall 3296
13
expansion joint
6
MAIN BEDROOM carpet
16
11
2500
Soil pipe encased in concrete 100mm all round
BATHRM 1 tiles
90
GARAGE grano
Garage of ERF -----as seperate contract
1
5240
5
B
1
WALL TILING AREAS:
8
12
1600
23,390 04
2200
3880
180
LOBBY tiles
15
4312
2810
230
943
NOTE:
TOTAL FLOOR AREA (external)=
14
14
DATE
DESCRIPTION
1935
12
BATHRM 2 tiles
11
23,640 180
7
26,340
90
1950
REV.No.
90
04
2100
810
6
90
180 90
EJ
Class 'A' 1/2hour self-closing fire door
9882
7
WC tiles
STORE
950
4
6
900
G
4
190
C
04
8
1810
740
04
D
90
D
IC2
13
950
4
11
BEDROOM 2 carpet
REVISIONS:
9882
G
DINING tiles
3253
2
3
3030
3
2626
Sewers to erf no's ------ & -----as separate contract
8
9
600
3
E
05
230
1033
230
2654 04
150 diam. HR. P.C S.W channel
E
05
90
2953
230
A
04
230
3032
230
1900
3302
90
190
4312
2205
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIED WITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK. FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TO SCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
230
230
6157
2320
Existing 'Grevilea Robusta' (silky oak): exotic tree to be protected.
10
ARCHITECT:
PROPOSED NEW DWELLING ON ERF No. ------ @ -- MILLER RD. CLAREMONT
DESCRIPTION :
1:50 GROUND & FIRST FLOOR PLANS
Noel A Botha. Architect/Argitek
2.6m x 2m high GMS sliding gate
GROUND FLOOR PLAN.
FIRST FLOOR PLAN.
SCALE : DATE :
P.O.BOX 2281 CLAREINCH 7740 FAX./PH. (021)-6712335 CEL.082 4540060 23 SUSSEX STREET CLAREMONT 7708 noelarch@cybersmart.co.za 1:50
22-02-2011
DRAWN :
Y.S.
2547 PB 2596
S.A.C.A. REGISTRATION No: ISAA. REG. No: PRACTICE No:
3709
B273
PROJ. NUMBER :
DRG. NO. :
-05-02
REV. :
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIED WITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK. FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TO SCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
3
8
LEGEND FOR ROOF:
1. 2. 3. 4.
4
5. 6. 7. 8. 9. 10.
REVISIONS:
100X38mm wall plates Gangnailed roof trusses @ ±760mm c/c. 76x50mm S.A. Pine purlins @ max 1,1m c/c. Prepainted cottage profile chromadek roof sheeting @ 20° slope. Gms 'teco' brackets. 150x50 purlin/rafters @ max. 1,261m c/c. 228x32 laminated fascia. 'Ogee' seamless aluminium gutter. Galv. prepainted IBR roof sheeting @ 3° slope. Future roof over garage of erf -----as per seperate contract.
REV.No.
DATE
DESCRIPTION
standard coved cornice standard coved cornice
kitchen shelving
H.W.C
skimmed plasterboard ceiling
sloping RC soffit to stair painted R.C. soffit
650 X 650 access hatch void
B.I.C standard coved cornice
1
skimmed plasterboard ceiling
5
B.I.C
apex flashing.
8 6
painted R.C. soffit
U/S of IBR roof sheeting skimcoat to R.C. soffit
sidewall flashing with counter flashing.
2
ext. corner-trim flashing.
MIRRORED CEILING PLAN. 1:100
MIRRORED CEILING PLAN. 1:100
FIRST FLOOR
GROUND FLOOR
Galv. prepainted IBR roof sheeting @ 3° slope.
headwall flashing with counter flashing.
DP
spreader.
9
8
ext. corner-trim flashing.
7
DP
For roof over garage see DETAIL 'X' 10
'Ogee' seamless aluminum gutter.
Pergola over braai patio on ground floor. See DRG B273-05-07
ROOF PLAN. 1:50
DETAIL 'X'
ARCHITECT:
OWNER: PROJECT :
PROPOSED NEW DWELLING ON ERF No. ------ @ -- MILLER RD. CLAREMONT
DESCRIPTION :
ROOF & CEILING PLAN
Noel A Botha. Architect/Argitek
SCALE : DATE :
P.O.BOX 2281 CLAREINCH 7740 FAX./PH. (021)-6712335 CEL.082 4540060 23 SUSSEX STREET CLAREMONT 7708 noelarch@cybersmart.co.za
1:50 / 1:100 25-02-2011
DRAWN :
Y.S.
S.A.C.A. REGISTRATION No: ISAA. REG. No: PRACTICE No:
3709
B273
PROJ. NUMBER :
2547 PB 2596
DRG. NO. :
-05-03
REV. :
Prepainted cottage profile chromadek roof sheeting @ 20°
pitch @ 25deg
Galv. prepainted IBR roof sheeting @ 3°.
sidewall sidewallflashing flashing with withcounter counterflashing. flashing.
Gable ext. corner edge-trim flashing. flashing. DTL. 2. wall keyed DTL. 1. Wall keyed for future for future extension extension as per as per seperate seperate contract. contract.
DTL. 12.
Z1
Z2S HVB
sectional overhead door
GARAGE grano
Z1
Z2S HVB
DTL. 9.
SPECIFICATION:
DTL. 4. DTL. 4.
GARAGE grano
F.F.L. 23,390
F.F.L. 23,640
F.F.L. 23,390
DTL. 2. DTL. 7. 800x300mm mass 800x280mm conc. footings concrete footings.
800x300mm mass concrete footings.
800x280mm mass conc. footings
ELEVATION ON D-D
SECTION B-B NOTE:
For detail sections see drg. B273-05-09
Coverland or equal rooftiles on battens on underlay.
Gang nailed roof trusses to be by approved truss manufacturers association member: design as per Struc. Eng. design and specs.
2450
315
BEDROOM 3 BEDROOM 3
DTL. 1.
First floor slab and stairs: Precast bydesign structural Dismar or equal approved. to be as per Structural Struc. Eng. design to be as design and perspecifications. Struc. Eng. design and specifications. DTL. 6. GMS Handrail to Juliette Balcony
MAIN BEDROOM MAIN BEDROOM
DTL. 7. BATHROOM 1 tiles
DTL. 8.
F.F.L. F.F.L. 26,340 26,340
F.F.L. 26,340 DTL. 9.
DTL. 11.
LOUNGE tiles F.F.L. F.F.L. 23,640 23,640
DTL. 10.
DTL. 6.
WC tiles
BRAAI 1700
DINING tiles
PATIO tiles
STORE
800
2470
DTL. DTL. 5.5.
F.F.L. 23,640
DTL. 8. DTL. 10.
SECTION A-A
800x300mm mass concrete footings.
ROOF: Prepainted 'cottage profile' chromadek roof sheeting @ 20° on 76x50SPECIFICATION: S.A. pine purlins @ max. 1,1m c/c all as per manufacturers specifications ROOF: on gangnail roof trusses @ max. 760c/c. Trusses to be as Coverland per Structural Engineer's design specifications and to be or equal concrete roof tiles @ 25deg on&38x38 S.A. pine battens @ 320c/c tied onto 114x38 wallplate and tied down into wall with galv. hoopon yellow pvc underlay all as per manufacturers specifications on gangnail roof trusses iron ties built into top six courses. @ max. 750c/c. Trusses to bebrick as per Structural Engineer's design & specifications. Garage: Galv. IBR roof sheeting 3° slope Trusses to beprepainted tied to 114x38 wallplate tied down onto wall@ with galv. hoop on150x50 iron ties built purlin/rafters @ 1,261m into top six brick courses. c/c. RAINWATER GOODS: RAINWATER GOODS: 100mmØ H.R. seamless aluminium gutters on 228x32 laminated diam. H.R. seamless aluminium gutters on 228x32 laminated fascia with 75mm fascia 100mm with 75mmØ aluminium downpipes. diam. aluminium downpipes. CEILINGS: CEILINGS: Ground Floor: Underside of precast concrete slab to be skimmed with cretestone. Standard throughout. Ground Floor: Underside75mm of precastcoved concretecornice slab to be skimmed with cretestone.Standard First Floor:To 6,4mm skimmed plaster-board ceiling on 38x38 75mm covedbe cornice throughout. All to manufacture's details & specifications. First Standard Floor:To be 6,4mm skimmed plaster board ceiling on 38x38 battens. Standard battens. 75mm coved cornice throughout. coved cornice throughout. All specifications. to manufacture's details & specifications. All to 75mm manufacture's details & WALLS: WALLS: CavityCavity walls with 10galv. galv. crimped tiesmetre. per Stepped square metre. walls with 10 crimped wire ties wire per square brickgrip DPC Stepped brickgrip DPCholes with weepc/c. holes at to 600mm c/c.with All110mm wallsCalsica to be with weep at 600mm All walls be constructed bricks constructed with 90mm CoroMaxi 90bricks (byexternally. 'Corobrick'), (by 'Inca'), plastered internally and with face Plasteredplastered cills internally internally and externally. Plastered and externally to be soldier course facebrick.cills internally and externally. FOUNDATIONS: FOUNDATIONS: Strip footings to be 800mmx300mm mass concrete. Strip footingsto to 230mm 280mm wallswalls to be 800mmx280mm mass concrete. 220 & 110mm 190 &walls 90mm walls to havemass 700mmx280mm masstoconcrete to have 750mmx230mm concrete footings. Generally comply with footings. Generally toBuilding comply with National Building Regulations. National Regulations. Existing 'Gunite' pool to be demolished where required REINFORCED CONCRETE: and filled with suitable soil/hardcore compacted in layers not exceeding 150mm to a First floor precast floor slab & and stairs to be in compaction of 98%concrete AASHTO. Foundations, bases floor slab over built old poolstrictly to be accordance Structural Engineer's design & and specifications. strictly inwith compliance with Structural Engineer's requirements specifications. Expansion joints to be built in positions & to detail as directed by REINFORCED CONCRETE: Engineer. First floor precast concrete floor slab & stairs to be built strictly in WINDOWS: accordance with Structural Engineer's design & specifications. To be selected Redhard meranti frames by Alpha Omega Joiners Expansion joints to be built in positions & to detail as directed by engineer. as per window & door schedule drg. B273-07-01. WINDOWS: DOORS: To be epoxy-powdercoated withor top equal hung friction stayed opening All timber doors to be exaluminium Alpha frames Omega approved. sections doors as per window schedule. All internal are to be Decorative - 'Regency' in standard meranti or equal approved door frames. DOORS: FLOORS: All timber doors to be ex Swartland Joinery or equal approved. All internal doors are Ground floor: 30mm screed on 100mm 15MPA mass concrete slab to be Decorative- 'Regency' in standard meranti or equal approved door frames. on 250 micron DPC. on 50mm sandbed on hardcore consolidated in layersFLOORS: not exceeding 150mm to 98% AASHTO. Ground floor floorslab to be 100mm 15MPA mass concrete on 250 micron First Floor: 30mm screed on 200mm thick R.C. slab as DPC. per on Struc. Eng. 50mm on hardcore consolidated in layers not exceeding 150mm to design andsandbed specifications. 98% AASHTO. First floor to be precast concrete decking system by Specialists. STAIRCASE: Floor finishes to be carpet or National tiles as indicated on plan on min. 30mm S+C screed. Staircase to comply with Building Regulations: toprail & STAIRCASE: balusters to be 40mm dia. galv. m.s. with 6mm base plates bolted Staircasewith to comply with National BuildingRawlbolts Regulations:Toprail & balusters to be 40mm to concrete 10mm dia. galv. (to Structural Engineer's dia. galv. m.s. with 6mm rail base to plates to concrete with 10mm galv.15mm Rawlbolts specification). Bottom bebolted 32x6mm galv. m.s.dia. with (to Structural Engineer's specification). rail to250mm be 32x6mmand galv. risers m.s. with193mm. 15mm solid vertical bars @ 100mm c/c.Bottom Treads vetical bars @ 100mm c/c. Treads 250mm and risers 193mm. to be tiled. to be solid tiled. SKIRTING: SKIRTING: 76x22mm moulded meranti to be to sanded sealed with 2 cts 'Rubol' or equalapproved 76x22mm moulded meranti be and sanded and sealed with timber preservative. Bathrooms to have to tile have skirting tile (half floor tile against wall). timber preservative. Bathrooms skirting (half floor tile against wall). TILING: TILING: Kitchens to be tiled to 2,1m height or to u/s of overhead units. Bathrooms to be tiled to Kitchens be Non-slip tiled to 2,1m height or to staircase, u/s of overhead units. 2,1mto height. ceramic floor tiles to kitchen, firstfloor landing & Bathrooms to be tiled to 2,1m height. Non-slip ceramic floor tiles bathrooms. to kitchen, staircase, firstfloor landing & bathrooms. LINTELS: LINTOLS: Prestressed concrete lintols to be built in over all openings with min 4 brick courses Prestressed lintols to Min. be built over& all openings over with concrete brickforce in every course. bearing:in 150mm max. span: 3,00mwith min 4 brick courses over door with brickforce every course. Min. bearing: Lintol over garage to be pre-stressed in lintol by Stresso I D Lintols (Pty.) Ltd. 150mm & max. span: 3,00m. Lintol over garage door to be pre-stressed DTL. 9. GLAZING. lintol by Stresso I D with Lintols Ltd. All glazing to comply N.B.R. (Pty.) NN1. Glass to be generally clear float glass with GLAZING. opaque glass to bathrooms and toilets. All glazing to comply with N.B.R. NN1. Glass to be generally clear float STORMWATER: DTL. 11. glass with opaque glass to bathrooms and toilets and selected rooms To discharge into 150mm H.R. precast concrete stormwater channels or 600 as per window & door schedule drg. B273-07-01. wide dished channels discharging into existing sub-surface stormwater system. STORMWATER: SECURITY To discharge intoGATE: 150mm H.R. precast concrete stormwater channels 5,0x2,0minto high automated galv. m.s.and security sliding gate withstormwater hardwood cladding discharging SW catchpits sub-surface system by specialist to be built into new opening in existing facebrick wall leading to kerbmanufacturer in street. on street boundary. SECURITY GATE: 2.6x2,0m high automated galv. m.s. security sliding gate by specialist manufacturer to be built into new street boundary wall.
OWNER: PROJECT :
N.G.L. 800x280mm mass conc. footings
DATE
DESCRIPTION
BEDROOM 1 carpet
F.F.L. 26,340
DTL. 3. DTL. 3.
Common common garage garagewall with wallerf with -------. erf 173892.
2606 2606
B4HvB
C6HvB
REV.No.
2470 2500
1700 Bottom of clear glass
1120
Cill height
B2HvB 980 high
B1HvB 450 high
REVISIONS:
2450
B1HvB 450 high
BOUNDARY BOUNDARY
Coverland or equal rooftiles on 38 X38 SA Pine battens battens on pvc underlay
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIED WITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK. FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TO SCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
Gang nailed roof trusses to be by approved truss manufacturers association member: design as per Struc. Eng. design and specs.
ARCHITECT:
PROPOSED NEW DWELLING ON ERF No. 173894 ------ @ @-46 MILLER MILLER RD. RD. CLAREMONT CLAREMONT
DESCRIPTION :
SECTIONS & PART ELEVATIONS
800x300mm mass concrete footings.
Noel A Botha. Architect/Argitek
SECTION C-C SCALE :
1:50
DATE :
22-02-2011
DRAWN :
NAB Y.S.
S.A.C.A. REGISTRATION No: ISAA. REG. No: PRACTICE No:
3709
B273
PROJ. NUMBER :
2547 PB 2596
DRG. NO. :
-05-04
REV. :
Prepainted cottage profile chromadek roof sheeting @ 20째
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIED WITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK. FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TO SCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
REVISIONS: REV.No.
GMS Handrail to Juliette Balcony
B2HvB 450 high
DATE
DESCRIPTION
B2HvB 450 high 1650
E8HvB
Weather proof grille from stove hood
E8HvB
Wall to rear of garage on erf -----keyed for future extension. Wall to rear of future garage on erf -----built as part of this project Existing wall on boundary with erf ------
Z7 Z7
2,4x2,2m high Sectional overhead Garage door
New common boundary wall
EAST ELEVATION ON E-E
B3HvB 980 high
B2HvB 980 high
1120
WEST ELEVATION
E8HvB
B3HvB
Existing boundary wall on adjoining property
ARCHITECT:
OWNER:
C6HvB
PROJECT :
PROPOSED NEW DWELLING ON ERF No. ------ @ -- MILLER RD. CLAREMONT
DESCRIPTION :
SOUTH ELEVATION
ELEVATIONS
Existing wall on boundary shown dotted
Noel A Botha. Architect/Argitek
SCALE : DATE :
P.O.BOX 2281 CLAREINCH 7740 FAX./PH. (021)-6712335 CEL.082 4540060 23 SUSSEX STREET CLAREMONT 7708 noelarch@cybersmart.co.za
1:50
25-02-2011
DRAWN :
Y.S.
S.A.C.A. REGISTRATION No: ISAA. REG. No: PRACTICE No:
3709
B273
PROJ. NUMBER :
2547 PB 2596
DRG. NO. :
-05-05
REV. :
800x280 mass concrete footing.
Foundation for new garage.
Existing 'Grevilea Robusta' (silky oak): exotic tree to be protected.
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIED WITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK. FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TO SCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
NOTES:
230mm walls - 800 X 300 mass concrete footing 110mm walls - 600 X 280 mass concrete footing Reinforced brickwork columns - 800 X 800 X 300 mass concrete bases
REVISIONS: REV.No.
DATE
DESCRIPTION
Foundation for common boundary wall. Existing foundation for existing boundary wall.
G
Sewers to erf no's ------ & ------ as separate contract.
800x300 mass concrete footings.
20mm exp. joint
B
IC5
A
2000
1075
2.6m x 2m high GMS sliding gate
800x800x300 mass concrete base.
1000
B
IC2
ELEVATIONS.
WC
G
ELEVATION.
COMMON WALL WITH ERF 173892
COMMON WALL WITH ERF 173893
4003
4891
1801
1802
exp jnt
2247
2.6m x 2m high GMS sliding gate
10
2247
IC4
2950
1400
8619
exp jnt
COMMON BOUNDARY WALL PLANS. 1:100
A
1933
1933
STREET BOUNDARY WALL PLAN. 1:100
800x300 mass concrete footings.
boundary.
Plastered coping.
440
140 GMS. security railing by specialists.
900
CP1 BOF
Brick pier core filled with concrete.
440
NGL
1900
New garage for ERF No. -----as seperate contract
Plastered coping.
1000
Soil pipe encased in concrete 100mm all round
2 x Y10 reinforcing bars cast into foundation.
NGL
NGL
Existing foundation for existing boundary wall.
800 x 800 x 280 mass concrete base.
CP2
SECTION A-A. 1:50 100mm diameter UPVC soil pipe @ 1:60
800x800x300 mass concrete base. Walls and piers to be constructed using 290x140x114 coromaxi bricks.
700x250 mass concrete footings.
Sewers to erf no's ------ & ------ as separate contract.
20mm expansion joint.
330x330 brickwork piers. IC3
440
800x800x300 mass concrete base. Existing 'Dais Cotonifolia' (pom-pom tree): indigenous tree to be protected.
Foundation for common boundary wall.
SECT. THROUGH PIER. 1:50
SECTION B-B. 1:50
800x800x300 mass concrete base.
IC1
2x Y10 rebars in cavity filled with concrete.
700x250 mass concrete footings.
150 140 150 440
32mm GMS. hoop iron ties built into every second course.
PROJECT :
PROPOSED NEW DWELLING ON ERF No. ------ @ -- MILLER RD. CLAREMONT
DESCRIPTION :
FOUNDATION, SUB-SURFACE DRAINAGE & BOUNDARY WALL PLAN
SECTION THROUGH PIER 1:20
Connection to Municipal Sewer.
edge of kerb.
FOUNDATION LAYOUT & SUB-SURFACE DRAINAGE PLAN 1:50
ARCHITECT:
OWNER:
Noel A Botha. Architect/Argitek
SCALE : DATE :
P.O.BOX 2281 CLAREINCH 7740 FAX./PH. (021)-6712335 CEL.082 4540060 23 SUSSEX STREET CLAREMONT 7708 noelarch@cybersmart.co.za
1:50, 1:100 25-02-2011
DRAWN :
Y.S.
S.A.C.A. REGISTRATION No: ISAA. REG. No: PRACTICE No:
3709
B273
PROJ. NUMBER :
2547 PB 2596
DRG. NO. :
-05-06
REV. :
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIED WITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK. FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TO SCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
REVISIONS: REV.No.
DATE
DESCRIPTION
1
2
E8HvB
E8HvB
2 3
PART WEST ELEVATION.
8
G
G
CL
2406 3943
5. 6. 7. 8.
5
Selected hardwood meranti rafters
F 639
CL
639
CL
CL
CL
230X50 selected meranti hardwood bearers.
3056 220 220
GROUND FLOOR PLAN.
F
440
F
Pergola over braai patio on ground floor
220
983 220
7
CL
220
F
CL 1064
CL
900
PATIO tiles
3296
13
213
6
G
G.M.S. Juliette balcony handrail: see drg.-08
Patio floor: Tiled to falls on 100mm mass concrete slab on 250micron DPC on compacted fill.
330
220
5
PATIO LEGEND:
4.
1050 2702
F
PLAN AT LOWER LEVEL.
150X50 selected red-hard meranti rafters.
2
883
220
983
900
110
220
G
230
679
220
PATIO tiles
3296
13
2702
660
924
924
582
330
CL
3.
3
1100
F
2.
1
4
1100
1.
1700
SECTION G-G.
4
1050
8
N.G.L.
SECTION F-F.
G
7
BRAAI
N.G.L.
5
230
PATIO tiles
800
800
4
7
1700
2403
3283
3
G
4106
3
PLAN AT HIGHER LEVEL.
OWNER: PROJECT :
ARCHITECT:
PROPOSED NEW DWELLING ON ERF No. ------ @ -- MILLER RD. CLAREMONT
DESCRIPTION :
PATIO FLOOR PLANS, SECTIONS & ELEVATIONS
330X330 brick piers with Y12 rebar & cavity filled with concrete .
Noel A Botha. Architect/Argitek
800mm high tiled braai work-top. Fire-bricks
80mm concrete slab (Lintols?) SCALE :
P.O.BOX 2281 CLAREINCH 7740 FAX./PH. (021)-6712335 CEL.082 4540060 23 SUSSEX STREET CLAREMONT 7708 noelarch@cybersmart.co.za
1:50
DATE :
22-02-2011
B273
PROJ. NUMBER :
DRAWN :
S.A.C.A. REGISTRATION No: ISAA. REG. No: PRACTICE No:
3709
2547 PB 2596
DRG. NO. :
-05-07
REV. :
2
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIED WITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK. FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TO SCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
Handrail against side wall
1
REVISIONS: REV.No.
F.F.L. 26,340
F.F.L. 26,340
galvanised mild steel Juliette handrail installed to balcony of MAIN BEDROOM.
Handrail against side wall
4
2
2 1
DATE
DESCRIPTION
DTL. 4.
DTL. 2. fixed to wall with X4 M10 rawlbolts.
1 1028
3
F.F.L. 26,340
DTL. 5.
DTL. 3.
4 STORE
STORE
F.F.L. 23,640
F.F.L. 23,640
SECTION A-A
DTL. 1.
JULIETTE BALCONY HANDRAIL
A C
90
F.F.L. 23,640
SECTION B-B
B
ELEVATION
3
90
1900
835
C 900
3
DETAIL 4.
DETAIL 3.
DETAIL 5.
250 250
A
GROUND FLOOR PLAN
B
OWNER:
FIRST FLOOR PLAN
PROJECT :
STORE
ARCHITECT:
PROPOSED NEW DWELLING ON ERF No. ------ @ -- MILLER RD. CLAREMONT
DESCRIPTION :
HANDRAIL DETAILS
LEGEND FOR HANDRAIL DETAILS:
1. 2. 3. 4.
DETAIL 1.
250
900 810
1950
DETAIL 2.
250
B
1115
A
900
C
250
STORE
A
C
B
100
950
950
Noel A Botha. Architect/Argitek
20 X 20mm Solid G.M.S baluster. 40mm Diameter G.M.S pipe railing. 6m x 200mm x 100mm G.M.S base-plate. 4 x 12mm Diameter G.M.S rawlbolt.
SECTION C-C
SCALE :
P.O.BOX 2281 CLAREINCH 7740 FAX./PH. (021)-6712335 CEL.082 4540060 23 SUSSEX STREET CLAREMONT 7708 noelarch@cybersmart.co.za
1:25
DATE :
18-04-2011
DRAWN :
R.A./Y.S.
S.A.C.A. REGISTRATION No: ISAA. REG. No: PRACTICE No:
3709
B273
PROJ. NUMBER :
2547 PB 2596
DRG. NO. :
-05-08
REV. :
2
3
11
4
10
13
11
10
12 7 8
5
27
14 17
18 5
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIED WITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK. FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TO SCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
16
18
200
1
REVISIONS: REV.No.
6 26
9
8
14
9
DATE
DESCRIPTION
18
15 26
DETAIL 1.
DETAIL 2.
DETAIL 1.
DETAIL 3. 9
DETAIL 2.
DETAIL 3.
20
DETAIL 4. DETAIL 4.
DETAIL 5. DETAIL 5.
18
16
17 24
40
24
22
100
18
21
LEGEND FOR DETAILS:
1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28.
9
N.G.L.
23
26
8
DETAIL 8. 8. DETAIL
24 N.G.L.
N.G.L.
18
DETAIL 7. 7. DETAIL
DETAIL DETAIL 6. 6.
18
18 18
DETAIL 9. DETAIL 9.
38
DETAIL 10. DETAIL 10.
Prepainted cottage profile chromadek roof sheeting @ 20°. Gangnailed roof trusses. 76x50 S.A. Pine purlins @ max 1,1m c/c. 100x38 wall plate. 228x32 laminated fascia. 'Flexit' fibre cement eaves soffit lining on 38X38 battens. Skimmed 6mm plaster board ceiling Standard 75mm coved cornice. 75mm Ø down pipe. 100mm Ø 'Ogee' seamless aluminium gutter. Galv. Chromodek IBR roof sheeting @ 3° slope. 150x50 purlin/rafters @ 1,261m c/c. Gable edge-trim flashing. Sidewall flashing with counter flashing. Gms 'teco' brackets. 76x22 meranti skirting. 200mm thick R.C. floor slab to Struc. Eng. design and specs. DPC. Apex flashing. Sectional overhead garage door. Brick paving to under sectional overhead garage door. 75mm step in slab. 100mm thickening of slab @ door. 100mm thick mass concrete slab. Plastered cills (internal + external). Drip. Bagged brickwork finish. Tiles laid to falls.
14 25
11 19
18
12
27
DETAIL 11.
DETAIL 11.
DETAIL 12.
DTL. 1.
DTL. 1.
DTL. 7.
DTL. 6. DTL. 12.
DTL. 3. DTL. 3. DTL. 2. DTL. 4. DTL. 1. DTL. 4.
DTL. 8.
DTL. 9.
DTL. 9. DTL. DTL.5. 5.
DTL. DTL. 11. 9. WC tiles
DTL. 11.
OWNER: PROJECT :
DTL. DTL. 10. 6.
DTL. 7. DTL. 2.
ELEVATION ON D-D ELEVATION ON D-D
SECTION B-B SECTION B-B
SECTION SECTIONA-A A-A
DTL. 8. DTL. 10.
ARCHITECT:
PROPOSED NEW DWELLING ON ERF No. 173894 ------ @ @-46 MILLER MILLER RD. RD. CLAREMONT CLAREMONT
DESCRIPTION :
DETAILS
Noel A Botha. Architect/Argitek
SECTIONC-C C-C SECTION SCALE :
1:10
DATE :
12-04-2011
DRAWN :
NAB Y.S.
S.A.C.A. REGISTRATION No: ISAA. REG. No: PRACTICE No:
3709
B273
PROJ. NUMBER :
2547 PB 2596
DRG. NO. :
-05-09
REV. :
1366
918
"
2100 Bath
ELEVATION A A ELEVATION
ELEVATION B B ELEVATION
ELEVATION C C ELEVATION
ELEVATION D D ELEVATION
1179
400
A
D
DATE
DESCRIPTION
187
B
REV.No.
900
C
500
1165
1538
A
WC
REVISIONS:
D
2100
600
WHB
B
500
2100
C
850
6 4 9
'0 d0
918 345
45
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIED WITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK. FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TO SCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
2231 2231
590
Bath 1200
900 2100 2100
BATHROOM 2 1:25 BATHROOM 1 1:25
90
1010
900
1350
H
E F
G
Bath
H
E
ELEVATION E
ELEVATION F
ELEVATION E
ELEVATION F
ELEVATION G ELEVATION G
ELEVATION H ELEVATION H
850
3
F
69
1165
600
518
2100
EN-SUITE BATHROOM 1:25 BATHROOM 2 1:25
1734
K J
I
L
850
2200
61
8
G
2100
600
518
1000
PROJECT :
100 190
384
OWNER:
800
ELEVATION I
ELEVATION J
ELEVATION K
ELEVATION L
ARCHITECT:
PROPOSED NEW DWELLING ON ERF No. 173894 ------ @ @-46 MILLER MILLER RD. RD. CLAREMONT CLAREMONT
DESCRIPTION :
BATHROOM LAYOUTS & ELEVATIONS
Noel A Botha. Architect/Argitek
353
WC (guest bathroom) 1:25 SCALE : DATE :
P.O.BOX 2281 CLAREINCH 7740 FAX./PH. (021)-6712335 CEL.082 4540060 23 SUSSEX STREET CLAREMONT 7708 noelarch@cybersmart.co.za
1:50
08-03-2011
DRAWN :
Y.S./R.A. N.A.BOTHA
S.A.C.A. REGISTRATION No: ISAA. REG. No: PRACTICE No:
3709
2547 PB 2596
B273 -06-01 PROJ. NUMBER :
DRG. NO. :
REV. :
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIED WITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK. FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TO SCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
REVISIONS:
DATE
DESCRIPTION
2500
600
932
REV.No.
SPECIFICATION: 1.
900
2. 3.
75
4. 5. 6.
ELEVATION C.
7. 8.
ELEVATION D.
All divisions, bottoms, ends, and shelving to be 16mm melamine board with exposed edges sealed with PVC edging strip. Doors: to be supawood PVC wrapped doors: colour to be selected Drawer & cupboard handles: 'Roco Egoki' oval arch EOO28SS or equal approved. Concealed hinges. Granite counter tops: Alternative Ceasarstone or laminated bamboo
Backing to cupboards to be white tempered hardboard or equal approved. Stainless steel sink: Franke ARX621LHr917 Stove installation: oven Defy DB0456, hob Defy DHD 358, extractor Defy DCH250
620
2205
1080
75
Washing machine
Dish washer
905
Dish washer
A
Fridge
D
75
B
190
7.752
C
505
1731
620
Washing machine 672
ELEVATION A.
700 620
833
ELEVATION B.
Fridge
OWNER: PROJECT :
ARCHITECT:
PROPOSED NEW DWELLING ON ERF No. ------ @ -- MILLER RD. CLAREMONT
DESCRIPTION :
KITCHEN DETAIL LAYOUT & ELEVATIONS
Noel A Botha. Architect/Argitek
KITCHEN PLAN. 1:25 SCALE : DATE :
P.O.BOX 2281 CLAREINCH 7740 FAX./PH. (021)-6712335 CEL.082 4540060 23 SUSSEX STREET CLAREMONT 7708 noelarch@cybersmart.co.za
1:25
08-03-2011
DRAWN :
Y.S.
S.A.C.A. REGISTRATION No: ISAA. REG. No: PRACTICE No:
3709
B273 -06-02 PROJ. NUMBER :
2547 PB 2596
DRG. NO. :
REV. :
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIED WITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK.
750
'BRICK' PAVING LAID TO FALLS: KENT COBBLE 110X110X50
945
850
'TILES' ON LANDING: RAVINE TILE 440X440X15
'TILES' TO FALLS ON PATIO: RAVINE TILE 440X440X15 NEW DWELLING
GRASS Existing 'Dais Cotonifolia' (pom-pom tree): indigenous tree to be protected.
6157
3544
9865
770
770
FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TO SCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
5375
GARAGE
Existing 'Grevilea Robusta' (silky oak): exotic tree to be protected.
'BRICK' PAVING LAID TO FALLS: KENT COBBLE 110X110X50
3937
975
RAMP
'BRICK' PAVING LAID TO FALLS: KENT COBBLE 110X110X50
253
932
3741
GRASS
'BRICK' PAVING LAID TO FALLS: KENT COBBLE 110X110X50
1520
5106
PAVING LAYOUT. 1:50
PROJECT :
DESCRIPTION :
NEW DWELLING ON ERF No.------- MILLER RD. CLAREMONT
PAVING LAYOUT
Noel A Botha. Architect/Argitek
P.O.BOX 2281 CLAREINCH 7740 FAX./PH. (021)-6712335 CEL.082 4540060 23 SUSSEX STREET CLAREMONT 7708 noelarch@cybersmart.co.za
SCALE : DATE :
1:50
17 JUNE 2011
DRAWN :
N.A.B./Y.S.
2547 PB 2596
S.A.C.A. REGISTRATION No: ISAA. REG. No: PRACTICE No:
3709
B273
PROJ. NUMBER :
DRG. NO. :
-06-03
REV. :
Z4 1.
Z2S HVB 4.
DOOR LEAF: FRAME: IRONMONGERY: FINISH - FRAME: - LEAF:
Selected hardwood. Selected hardwood.
TOTAL REQUIRED:
2032
REV.No.
Flush door & frame.
6, 12, 13, 15.
7, 14, 16, 17.
Selected hardwood with glazed panels. Selected hardwood.
Selected hardwood. Selected hardwood.
Semi-solid flush door. Y1 frame.
Semi-solid flush door. Y1 frame.
Sand & seal with approved wood preservative.
Sand & seal with approved wood preservative.
Sand & seal with approved wood preservative.
Sand,prime where required & paint eggshell enamel to approved colour.
Sand,prime where required & paint eggshell enamel to approved colour.
1.
1.
1.
4.
Type Z2 HVB stable door.
None.
6mm Georgian wired glass: opaque
None.
2400
1227
None.
4.
2600
900
860
935
2032
2032
1614
None
DATE
DESCRIPTION
Flush door & frame.
2000
GLAZING:
REVISIONS:
F.L+B gate.
Panel door.
2000
DESCRIPTION: SPECIFICATION:
Z11. 11.
2100
DOOR TYPE & C0DE: DOOR NUMBER:
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIED WITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK. FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TO SCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
762
2032
813
2032
813
2032
813
2, 18.
Rebated double door.
Selected hardwood with glazed panels.
Selected hardwood with glazed panels.
Sand & seal with approved wood preservative.
Sand & seal with approved wood preservative.
1.
2.
Selected hardwood.
Laminated safety glass to comply with N.B.R.
5.
DOOR BY 'GENIE' OR EQUALLY APPROVED.
G.M.S SLIDING GATE
G.M.S PEDESTRIAN GATE
GATE BY SELECTED SPECIALIST.
GATE BY SELECTED SPECIALIST.
9.
Laminated safety glass to comply with N.B.R.
None.
1.
1.
1725
Sand & seal with approved wood preservative.
Sand & seal with approved wood preservative.
4mm clear float glass.
4mm clear float glass.
2.
2.
CLEAR
OPAQUE
605
FRAME DETAIL:
GLAZING:
TOTAL REQUIRED:
C6HvB. 2, 3.
Sand & seal with approved wood preservative.
Sand & seal with approved wood preservative.
4mm opaque glass.
4mm clear float glass.
Selected hardwood casement.
1.
Selected hardwood casement.
2.
2285
7, 10.
Sand & seal with approved wood preservative.
Sand & seal with approved wood preservative.
Sand & seal with approved wood preservative.
2.
1.
1.
Selected hardwood casement.
4mm clear float glass above & 4mm opaque glass below.
1725
B4HvB 4.
2285
B3HvB 1.
605
WINDOW TYPE & C0DE: WINDOW NUMBER:
OPAQUE
B3HvB 5.
900
700
TOTAL REQUIRED:
B2HvB
1.
Selected hardwood casement.
4mm clear float glass above & 4mm opaque glass below.
Selected hardwood casement.
4mm clear float glass.
1540
GLAZING:
B2HvB 8, 9.
Selected hardwood casement.
1.
CLEAR
B1HvB 11, 12.
Selected hardwood casement.
Veneered blockboard with HW edging
Sand,prime where required & paint eggshell enamel to approved colour.
1725
FRAME DETAIL:
8.
Y1 frame.
Selected hardwood.
1165
WINDOW TYPE & C0DE: WINDOW NUMBER:
10.
HATCH TO STORE
700
Rebated double door.
450
TOTAL REQUIRED:
3.
SECTIONAL OVERHEAD GARAGE DOOR
980
GLAZING:
Z7 Y3
980
DESCRIPTION: SPECIFICATION: DOOR LEAF: FRAME: IRONMONGERY: FINISH - FRAME: - LEAF:
Z7 Z7
450
DOOR TYPE & C0DE: DOOR NUMBER:
E8HvB. 6, 13, 14.
OWNER: PROJECT :
PROPOSED NEW DWELLING ON ERF No. ------ @ -- MILLER RD. CLAREMONT
DESCRIPTION :
DOOR & WINDOW SCHEDULE
Noel A Botha. Architect/Argitek
Selected hardwood casement. Sand & seal with approved wood preservative. 4mm clear float glass.
3.
ARCHITECT:
SCALE :
P.O.BOX 2281 CLAREINCH 7740 FAX./PH. (021)-6712335 CEL.082 4540060 23 SUSSEX STREET CLAREMONT 7708 noelarch@cybersmart.co.za
1:50
DATE :
MARCH 08
DRAWN :
Y.S.
S.A.C.A. REGISTRATION No: ISAA. REG. No: PRACTICE No:
3709
B273
PROJ. NUMBER :
2547 PB 2596
DRG. NO. :
-07-01
REV. :
CPUT 2nd year architectural technology
B376 Wesley Road, Claremont -02-01 This drawing was prepared for submission to the local authorities (council), with the intent of receiving permission to build the additions and alterations as proposed in the drawing. Should the drawing be approved by council, it will serve as a legal document. This drawing is for the Client, who requested architectural drawings for a new first floor addition/alteration to an existing house he had recently purchased. The drawings should be presented as shown, minor changes like the layout may change, but the scale of the drawings and the specific information on the page should remain as is: Each component of the drawing must be titled clearly and appropriately, with a drawing name and scale. The scale should only be shown on one drawing component if all of the components on the page are the same scale, to avoid unnecessary repetition. The orientation must be indicated by a clear north point, and should be relative to a site or floor plan. All new work on plan view drawings must be fully dimensioned and annotated; existing work which is not relative need not be dimensioned. The site plan must always have fully dimensioned boundaries, and new work shall be clearly distinguishable from existing, as well as have dimensions from the boundaries for the purpose of checking that it falls within regulations and for when setting out. Sections should only have vertical dimensions, be fully annotated (may refer to a legend if the annotations clutter the drawing and make it illegible) and show the key structural components and how the structure is put together. Elevations should not contain dimensions and annotations unless necessary. They should show the façade with all of its finishes and fenestration and openings. They should indicate the boundary lines where applicable. A set of notes/specifications which cover all basic construction requirements/methods should be present on at least one drawing in a set, and a legend with reference to the drawings should cover the more specific construction requirements. The title block must contain: o The project title and description of the project, including the correct ERF number and address. A project number relative to the architect’s referencing system should also be present in the title block, o A description of the drawing components on the page, o The correct date, scale, who the drawing was drawn by, the registration number of the professional responsible for the drawing and the logo of the architect/firm. o Space for the signatures of the owner and architect, and the date of when the drawing is to be signed. Once the drawing is signed by owner, architect and is approved by council, it becomes a legal document.
The specific components that make up this drawing are: o First and ground floor plans, o Sections and o Elevations. First and ground floor plans: The first floor plan shows the total area of the proposed new addition, and also shows where the existing first floor and structure (dotted) are. The thin walls represent lightweight timber stud frame walls, and the new drainage from the first floor connects to the existing drainage below. Annotations referring to a legend indicate specific detailing/requirements, and a dash-dot line shows the new roof covering. The ground floor plan shows the existing dwelling which we measured on site, and dotted line represents the existing walls, where a new opening is to be formed, and RC staircase to be removed. The line of the building above is clearly indicated in thick dotted line. Sections: The many sections each show key structural components which must be considered for the new first floor addition. Thick dotted lines show where the very low existing roof is to be removed. Each section shows the timber construction of the new first floor, lightweight walls and handrails. The annotations to the legend are very specific as the new structure has to meet the SANS requirements. Elevations: The elevations show the detailed façades of the new lightweight first floor addition; the Nutec boarding is shown on the drawing, the new drainage and downpipes and detailed fenestration with codes referencing to the Alpha Omega catalogue.
-02-02 This drawing is a continuation of the first drawing of the set, as all of the drawing components could not fit on one page. The specific components that make up this drawing are: o Site plan, o Roof plan and o a section. Site plan: The site plan shows the area covered by the new addition. The coverage of the dwelling doesn’t change but the bulk does as there is now more floor area inside the dwelling. All of the site dimensions to the oddly shaped site ate also shown, as well as the distance to the nearest crossroad. Roof plan: Portions of the roof are removed to reveal and explain the structure. Annotations to a specific legend make the drawing clear. Sections: This section is more of a sectional elevation, as it cuts through the existing structure and shows the new structure in elevation. Structure behind the walls in elevation is shown in dotted line.
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIED WITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE
CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK. FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TO SCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
REVISIONS: REV.No.
V.V.
V.V. Existing D.P. extended.
Spreader.
SS2 HvB 1150 high
DATE
DESCRIPTION
C8HvB SS2 HvB 1150 high
SS2 HvB 1150 high
NOTES: 1.
N.G.L.
Existing D.P.
N.G.L.
Existing D.P.
WEST ELEVATION.
Existing soil pipe.
2.
N.G.L.
Existing D.P. extended.
NORTH ELEVATION.
3.
EAST ELEVATION.
4. 5.
1000
6.
2
2
7.
2
2450
8. 9.
BATHRM
11.
BEDROOM2
12. 13.
7
LIVING ROOM
FAMILY ROOM
BEDROOM1
1 FAMILY ROOM
2330
2590
10
BEDROOM2
8
2100
8
10.
6
LIVING ROOM
DINING/ KITCHEN
14.
FAMILY ROOM
15. 16.
N.G.L.
3000
E
C
E 290 3240
B.I.C. 950
280
BATHRM
B
A
5
B FAMILY ROOM
D.P. 600
100 5670
6.
9.
B
2350
600
line of building above. D.P.
Remove existing staircase & make good walls + floor. Remove existing roof & first floor structure. Retain brick party wall on boundary. Remove existing door, build in new lintols & form new opening in existing wall. 231x70 Cape Lam beam on concrete pads formed on top of existing walls. New lightweight first floor timber structure: 225x9mm 'Nutec' building planks on lightweight pine stud frame constructed strictly as per SANS 10082: 2007 Building Codes. Existing floor over dining/kitchen to be retained. New suspended timber floor: 22x100 T+G floor boards on 228x50 SA Pine floor joists @ max 450 c/c all as per SABS 0163. Floor to bathrooms to be constructed as per SANS 10082: 2007. Existing chimney to be re-routed + sheathed in fire-proof material through first floor & roof.
7 DINING/ KITCHEN
N.G.L.
LIVING ROOM
4
600 100
A
LIVING ROOM
10.
BEDROOM1
5
A
1915
B.I.C.
5.
10
1
Existing soil pipe. Existing D.P.
5
BEDROOM2
1. 2. 3. 4.
DINING/KITCHEN
3465
1050 100
BATHRM
SECTION B-B.
3
100
EN SUITE
100
SECTION C-C.
2
100
SECTION D-D.
OWNER: PROJECT :
ARCHITECT:
ALTERATIONS & ADDITIONS: ERF No ------, -- WESLEY ROAD, CLAREMONT.
DESCRIPTION :
FIRST FLOOR PLAN 1:100.
Noel A Botha. Architect/Argitek
E
D
E
D
C
PLANS, SECTIONS & ELEVATIONS
C
1080 1200 100 100 100
D.P.
LEGEND:
7. 8.
100
B
600
BEDROOM1 3300
A
D
C 5540
3610
100
B.I.C.
100
7
9
wall on other end of opening.
SECTION A-A.
N.G.L.
D
N.G.L.
ROOF TRUSSES: Prefabricated engineer designed trusses with approved gangnail/nail plate connectors, erected and braced in accordance with manufacturers specifications. ROOF TRUSS BRACING: 114X38 diagonal bracing (45deg) nailed to underside of rafters at each end of the roof in both planes. Rafters and trusses tied down 600mm into walls with 1,2x30mm galv. hoop iron straps. Structural timber to be Grade 6 unless shown otherwise. P.C. lintols with min 4 courses of new brickwork with brickforce every course over all openings over 900mm and not exceeding 3m. All structural timber built into walls to be well tarred, creosoted or wrapped in a damp-proof membrane. Glazing to doors & windows in excess of 1m² or less than 300 mm above FFL to be safety-glazed in accordance with National Building Regulations: Part N Damp proof membrane to be 150mm above NGL All soil pipes under floors to be encased 100mm in concrete all round No drainage pipes to be covered until inspected and approved by the Building Inspector All 'waste water' fittings to have 75mm deep-seal traps. All windows to be min. 10% of floor area with 50 % of window to be openable and min. of 0,2m² of window area in bathroom to be openable. Stair risers to be max. 200mm and treads to be min 250mm, min width to be 750mm with clear headroom of 2,1m vertical to be provided. Forced ventilation to internal ablutions to discharge to the outside air at a rate 25 l/sec per fitting with the fan connected to the lightswitch. New windows and doors as per Alpha Omega Catalogue. No portion of building to project over boundary.
GROUND FLOOR PLAN 1:100. SCALE : DATE :
P.O.BOX 2281 CLAREINCH 7740 FAX./PH. (021)-6712335 CEL.082 4540060 23 SUSSEX STREET CLAREMONT 7708 noelarch@cybersmart.co.za
1:100
21-06-2011
DRAWN :
Y.S.
S.A.C.A. REGISTRATION No: ISAA. REG. No: PRACTICE No:
3709
B376
PROJ. NUMBER :
2547 PB 2596
DRG. NO. :
-02-01
REV. :
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIED WITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK.
6
FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TO SCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
5
3
LEGEND:
1. 2. 3. 4. 5. 6. 7. 8.
100X38mm wall plate on top of light weight timber construction. 231x32mm laminated fascia. 76x50mm S.A. Pine purlins @ max 1,1m c/c. Gangnailed roof trusses @ ±720mm c/c. 'Ogee' seamless aluminium gutter. Prepainted cottage profile Chromadek roof sheeting @ 25° slope. Fibrecement 'building planks' on light weight timber stud framed structure. Existing chimney to be re-routed and sheathed in fire-proof material through first floor and roof.
8 2 4
1
6
7
ROOF PLAN 1:100.
B2HvB fixed
D.P. Spreader
Part of building on ERF 117921. Existing D.P. N.G.L. 5,22
19,62
SECTION E-E.
6,60
COVERAGE CALCULATIONS:
SITE AREA: 222m² EXISTING COVER: 82m² EXISTING BULK: 111,5m² PROPOSED COVERAGE: 82m² PROPOSED BULK: 138m²
0,90
7,32
ERF 117921 1
5,37
ERF 117920
28,09
SITE PLAN 1:200.
OWNER:
ARCHITECT:
Noel A Botha. Architect/Argitek
P.O.BOX 2281 CLAREINCH 7740 FAX./PH. (021)-6712335 CEL.082 4540060 23 SUSSEX STREET CLAREMONT 7708 noelarch@cybersmart.co.za
±19m TO FIRST AVENUE
3,35
1
,4 2
7,88
8
,9
WESLEY ROAD
3,70
2,51
0,97
3,60
3,16
REV.No. REVISIONS:
PROJECT: ALT. TO ERF -----, SCALE : -- WESLEY ROAD, CLAREMONT.
DESCRIPTION:
ROOF PLAN, SECTION E-E & SITE PLAN.
DATE
DESCRIPTION
DATE :
DRAWN :
1:100/ 1:200 22-06-2011 Y.S.
B376 -02-02 PROJ. NUMBER : DRG. NO. :
nd
CPUT 2 year architectural technology
B361 19 Princes Road, Claremont -02-01 This drawing was prepared for submission to the local authorities (council), with the intent of receiving permission to build the additions and alterations as proposed in the drawing. Should the drawing be approved by council, it will serve as a legal document. This drawing is for the Client, who requested architectural drawings for a new first floor addition/alteration to an existing house. The drawings should be presented as shown, minor changes like the layout may change, but the scale of the drawings and the specific information on the page should remain as is: Each component of the drawing must be titled clearly and appropriately, with a drawing name and scale. The scale should only be shown on one drawing component if all of the components on the page are the same scale, to avoid unnecessary repetition. The orientation must be indicated by a clear north point, and should be relative to a site or floor plan. All new work on plan view drawings must be fully dimensioned and annotated; existing work which is not relative need not be dimensioned. The site plan must always have fully dimensioned boundaries, and new work shall be clearly distinguishable from existing, as well as have dimensions from the boundaries for the purpose of checking that it falls within regulations and for when setting out. Sections should only have vertical dimensions, be fully annotated (may refer to a legend if the annotations clutter the drawing and make it illegible) and show the key structural components and how the structure is put together. Elevations should not contain dimensions and annotations unless necessary. They should show the façade with all of its finishes and fenestration and openings. They should indicate the boundary lines where applicable. A set of notes/specifications which cover all basic construction requirements/methods should be present on at least one drawing in a set, and a legend with reference to the drawings should cover the more specific construction requirements. The title block must contain: o The project title and description of the project, including the correct ERF number and address. A project number relative to the architect’s referencing system should also be present in the title block, o A description of the drawing components on the page, o The correct date, scale, who the drawing was drawn by, the registration number of the professional responsible for the drawing and the logo of the architect/firm. o Space for the signatures of the owner and architect, and the date of when the drawing is to be signed. Once the drawing is signed by owner, architect and is approved by council, it becomes a legal document.
The specific components that make up this drawing are: o First and ground floor & site plans, o Sections and o Elevations. First and ground floor plans: The ground floor plan shows a base drawing of the existing structure, and is combined with the site plan as the site is small and the structure covers most of the site, an additional site plan is not required. Dotted line on the plan indices a new beam above and access hatch in the ceiling with a pull-down loft ladder. The first floor plan shows the new lightweight timber stud frame walls as well as the brick party wall, with full dimensions required for the structure. Dash-dot lines show the new roof and dormer windows. Sections: The sections show key structural components which must be considered for the new first floor addition. Thick dotted lines show where the existing roof is to be removed. Each section shows the timber construction of the new first floor, lightweight walls and handrails. The RC floor slab and ‘I’ beam which catches the timber floor joists are shown in the cross section. The annotations to the legend are very specific as the new structure is very intertwined with the existing. Elevations: The elevations show the detailed façades of the new lightweight first floor addition; the Nutec boarding is shown on the drawing and detailed fenestration with customized dormer windows.
boundary
boundary
boundary
boundary
boundary
1074
boundary
boundary
boundary
boundary
boundary
boundary
1132
Prepainted cottage profile chromadek roof sheeting @ 30°
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIED WITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK. FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TO SCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
REVISIONS: REV.No.
DATE
DESCRIPTION
12.055
WEST ELEVATION. WEST ELEVATION WEST ELEVATION
SOUTH ELEVATION. SOUTH ELEVATION
WEST ELEVATION
A EX.
MH2
A BEDROOM
SECTION A-A. SECTION A - A
'I' beam over
15.740
12.055
MH2
EX. LOUNGE ERF
EX.
boundary
boundary
2100
15.740
2100
EX. LOUNGE SEWING NOOK
STORAGE
EASTSTUDY ELEVATION.
STUDY
B
B
A
A
3
pull-down step ladder
PLAN AND SITE PLAN
1:100
PRINCES ROAD EX. BEDROOM
B B
B
B B
B
8
3554
100
1842
C
12.055
12.055 STUDY
A
STUDY
B
FIRST FLOOR B B BPLAN
12.055
1:100
B
B
100
B
100
EX. BEDROOM
boundary
EX. EX. EX. LOUNGE BEDROOM BEDROOM
270
SEWING NOOK
STORAGE
boundary
boundary
4 beam 'I' over EX. EX. LOUNGE LOUNGE
100 1640
C
15.740
12.055 EX. BEDROOM EX. EX. EX. KITCHEN KITCHEN KITCHEN EX. BEDROOM
2
boundary
15.740
A
7
4078
EX. BATHROOM 15.740
EX. EX. BATHROOM BATHROOM
MH3
100
MH3
B B
SECTION A - A
B
C
A
beam beam
MH4
connectors, erected and braced in accordance trusses withPrefabricated approved gangnail/nail plate ROOF TRUSSES: engineer designed with manufacturers specifications. connectors, erected and bracedplate in accordance trusses with approved gangnail/nail 2. ROOFwith TRUSS BRACING: 114X38 diagonal bracing manufacturers specifications. connectors, erected and braced in accordance (45deg) nailed to underside of114X38 rafters at each end 2. ROOF TRUSS BRACING: diagonal bracing with manufacturers specifications. of the(45deg) roof in both planes. nailed to underside of rafters at each end 2. ROOF TRUSS BRACING: 114X38 diagonal bracing 3. Rafters and trusses tied down 600mm into walls of the roofto inunderside both planes. (45deg) nailed of rafters at each end with 1,2x30mm galv. hoop iron straps. 3. the Rafters trusses tied down 600mm into walls of rooftimber in and both planes. 4. Structural to be Grade 6 unless shown with 1,2x30mm galv. hoop iron straps. 3. Rafters and trusses tied down 600mm into walls otherwise. 4. Structural timber to be Grade 6 unless shown with lintols 1,2x30mm galv. ironofstraps. 5. P.C. with min 4 hoop courses new brickwork otherwise. 4. Structural timber to be Grade 6 unless shown with brickforce course over allof openings 5. P.C. lintolsevery with min 4 courses new brickwork otherwise. over 900mm and notevery exceeding 3m. with brickforce course overbrickwork all openings 5. P.C. lintols with min 4 courses of new 6. Gable-end walls tied back roof structure over 900mm and notto exceeding 3m. with with brickforce every course over @ all 600c/c openings 1,2x30mm GMS hoop iron straps 6. Gable-end walls tied back to roof structure with over 900mm and not 3m. embedded 300mm in exceeding wall, bent straps over and fixed 1,2x30mm GMS hoop @ 600c/c 6. Gable-end walls tied back toiron roof structure with to 2 rafters. embedded 300mm in wall, bent over 1,2x30mm GMS hoop iron straps @blockwork 600c/cand fixed 7. P.C. lintols + 2 courses of new 190 to 2 rafters. embedded 300mm in course wall, bent over and fixed with brickforce all 190 openings 7. P.C. lintolsevery + 2 courses over of new blockwork to rafters. not2exceeding 3m. with brickforce every course over all openings 7. P.C. lintols + 2 courses of new 190 blockwork 8. All structural timber 3m. built into walls to be well not exceeding with brickforce every course over openings tarred, or wrapped a all damp-proof 8. exceeding Allcreosoted structural timber builtin into walls to be well not 3m. membrane. tarred, creosoted or into wrapped in damp-proof 8. All structural timber built to a be well or 9. Glazing to doors & windows in walls excess of 1m² membrane. tarred, creosoted or wrapped in be a damp-proof less than 300 mm above FFL to safety-glazed 9. Glazing to doors & windows in excess of 1m² or membrane. in accordance with National Building less than 300 mm above FFL to Regulations: be safety-glazed 9. Glazing to doors & windows in excess of 1m² or Part N in accordance with National Building Regulations: less than 300 above FFL to with be safety-glazed 10. Cavity walls tomm be tied together 10 2,5mm Part N in accordance with National Building Regulations: galvanised tiestogether per square meter. 10. N Cavitycrimped walls to wire be tied with 10 2,5mm Part 11. Damp proof membrane to be 150mm above NGL galvanised crimped wire ties per square meter. 10. Cavity walls to be tied together with 10 2,5mm 12. All soil pipes under floors to be encased 100mm 11. Damp proof membrane to be 150mm above NGL galvanised crimped wire ties per square meter. in concrete all round 12. All windows to be min. of floor area with 11. No Damp proof membrane to be10% 150mm above NGL 13. drainage pipes to be covered until inspected 50 % ofunder window to be and min. of 0,2m² 12. All soil pipes floors to openable beInspector encased 100mm and approved byarea the Building of window in bathroom to be openable. in concrete all round 14. All 'waste fittings to have 75mm 13. Stair water' risers to bebe max. 200mm treads to be 13. No drainage pipes to covered untiland inspected deep-seal traps. min 250mm, min width to be 750mm with clear and approved by the Building Inspector 15. All windows to be min. 10% of floor area with headroom 2,1m vertical to be provided. 14. All 'waste water'of fittings to have and 75mm 50 of window to 50mm be openable min. of 0,2m² 14.%INSULATION: thick mineral fibre wool deep-seal traps. of window area between in bathroom to be openable. insulation stud framing to walls and 40mm 15. Stair All windows tobe bemax. min. 200mm 10% of floor area with 16. risers to and treads to be mineral fibre wool insulation to min. ceilings. 50 % of window be openable and 0,2m² min 250mm, minto width to be 750mm withof clear of window of area in bathroom be openable. headroom 2,1m vertical toto be provided. 16. risers to be max. 200mm and treads to be LEGEND: 17. Stair Forced ventilation to internal ablutions to discharge min 250mm, width to be with clear to the outsidemin air at a rate 25 750mm l/sec per fitting with 1. fan Remove part to of existing structure. headroom of 2,1m vertical to roof be provided. the connected the lightswitch. 2. Retain brick party wall on boundary. 17. Forced ventilation to internal ablutions to discharge 3. theNew lightweight timber to outside air at a first rate floor 25 l/sec perstructure: fitting with lightweight timber frame with loadbearing the fan connected to thestud lightswitch. timber sizes: 76x50 grade 6 SA Pine @ 450 c/c & non-loadbearing timber sizes: 76x50 SA Pine @ 600 c/c. Constructed strictly as per SANS 10082: 2007 Building Codes. Walls externally to be finished with 225x9mm 'Nutec' building planks & internally with 9mm Gypsum plasterboard painted with washable PVA paint. 4. 203mmx102mmx25.33kg/m G.M.S 'I' beam on concrete pads formed on top of existing walls. 5. New suspended timber floor: 22x100 T+G floor boards on 114x50 SA Pine floor joists @ max 450 c/c 20,59m² all as per SABS 0163. 25,65m² 6. New Reinforced Concrete floor: First floor RC floor slab to be built strictly in accordance with Structural Engineer's design & specifications. 7. 'Ogee' seamless aluminum gutter fixed to 231x32 laminated fascia. 8. 76x50 SA Pine purlins @ max 1,1m c/c fixed to 114x38 roof trusses @ ±720mm c/c on 100x38 SA Pine wall plate on lightweight timber construction. 1.
A
A
EX. BEDROOM
LOUNGE 109851 ERF 109855 ERF 109855
A
EX. KITCHEN EX. EX. LOUNGE KITCHEN
EX. BEDROOM
EX. KITCHEN
15.740
15.740
12.055 11.420
EX. LOUNGE
1850
B
EX. DINING ROOM
pull-down step ladder
3
2100
EX. BATHROOM
pull-down step ladder
SECTION B - B EX. SECTION B-B. BEDROOM SECTION B - B
NOTES: NOTES: 1. ROOF TRUSSES: Prefabricated engineer designed NOTES: trusses withTRUSSES: approved Prefabricated gangnail/nail plate 1. ROOF engineer designed
1:100
6 SEWING NOOK
2100
EX. EX. EX. EX. KITCHEN BEDROOM LOUNGE BEDROOM EX. EX. KITCHEN BATHROOM
boundary
boundary
boundary
EX. BEDROOM
4
STORE
1850
EX. LOUNGE
ERF 109855
boundary
MH3
beam
STUDY
200
pull-down step ladder
STUDY
934
EX. STORE
C
2100
ERF 109855
SOUTH ELEVATION
2100
boundary
MH2
1:100
1 boundary
12.055
STUDY
5 4
A
12.055
2
1:100 SOUTH ELEVATION
GROUND FLOOR PLAN 1:100.
OWNER:
15.750
15.740
15.740
PROJECT :
AA
ARCHITECT:
ERF No.s 109851 -------- @ @ -21PRINCES PRINCESRD. RD. HARFIELD VILLAGE: ADDITIONS & ALTERATIONS
DESCRIPTION :
MH4
12.055
12.055 11.390
A ROAD PRINCES PRINCES PRINCES ROAD ROAD
EAST PLAN PLANELEVATION AND ANDSITE SITE PLAN PLAN PLAN AND SITE 1:100 1:100. PLAN
1:100
SKETCH PLAN 'A' PLANS, SECTIONS & ELEVATIONS. GROUND FLOOR PLAN, SITE PLAN & ELEVATIONS
MH4
A
A
FIRSTFIRST FLOOR FLOOR PLAN.PLAN
12.055
1:100 ROOF PLAN
A
A
NORTH 1:100 1:100 ELEVATION ROOF ROOF PLAN. PLAN
Noel A Botha. Architect/Argitek
12.055
1:100
SCALE : DATE :
P.O.BOX 2281 CLAREINCH 7740 FAX./PH. (021)-6712335 CEL.082 4540060 23 SUSSEX STREET CLAREMONT 7708 noelarch@cybersmart.co.za
1:100
21-09-2011 24-11-2008 07-06-2010
DRAWN :
N.A.BOTHA Y.S.
S.A.C.A. REGISTRATION No: ISAA. REG. No: PRACTICE No:
3709
2547 PB 2596
B361
PROJ. NUMBER :
DRG. NO. :
-02-01 -01-02
REV. :
nd
CPUT 2 year architectural technology
B357 21 Princes Road, Claremont -02-01 This drawing was prepared for submission to the local authorities (council), with the intent of receiving permission to build the additions and alterations as proposed in the drawing. Should the drawing be approved by council, it will serve as a legal document. This drawing is for the Client, who requested architectural drawings for a new first floor addition/alteration to an existing house. The drawings should be presented as shown, minor changes like the layout may change, but the scale of the drawings and the specific information on the page should remain as is: Each component of the drawing must be titled clearly and appropriately, with a drawing name and scale. The scale should only be shown on one drawing component if all of the components on the page are the same scale, to avoid unnecessary repetition. The orientation must be indicated by a clear north point, and should be relative to a site or floor plan. All new work on plan view drawings must be fully dimensioned and annotated; existing work which is not relative need not be dimensioned. The site plan must always have fully dimensioned boundaries, and new work shall be clearly distinguishable from existing, as well as have dimensions from the boundaries for the purpose of checking that it falls within regulations and for when setting out. Sections should only have vertical dimensions, be fully annotated (may refer to a legend if the annotations clutter the drawing and make it illegible) and show the key structural components and how the structure is put together. Elevations should not contain dimensions and annotations unless necessary. They should show the façade with all of its finishes and fenestration and openings. They should indicate the boundary lines where applicable. A set of notes/specifications which cover all basic construction requirements/methods should be present on at least one drawing in a set, and a legend with reference to the drawings should cover the more specific construction requirements. The title block must contain: o The project title and description of the project, including the correct ERF number and address. A project number relative to the architect’s referencing system should also be present in the title block, o A description of the drawing components on the page, o The correct date, scale, who the drawing was drawn by, the registration number of the professional responsible for the drawing and the logo of the architect/firm. o Space for the signatures of the owner and architect, and the date of when the drawing is to be signed. Once the drawing is signed by owner, architect and is approved by council, it becomes a legal document.
The specific components that make up this drawing are: o First and ground floor & site plans, o Sections and o Elevations. First and ground floor plans: The ground floor plan shows a base drawing of the existing structure, and is combined with the site plan as the site is small and the structure covers most of the site, an additional site plan is not required. A new timber staircase is shown, with the arrow leading up, and the beams above are indicated in dotted line. The first floor plan shows the new lightweight timber stud frame walls as well as the brick party wall, with full dimensions required for the structure. Dash-dot lines show the new roof and dormer windows. Sections: The sections show key structural components which must be considered for the new first floor addition. Thick dotted lines show where the existing roof is to be removed. Each section shows the timber construction of the new first floor, lightweight walls and handrails. The RC floor slab and ‘I’ beam which catches the timber floor joists are shown in the cross section. The annotations to the legend are very specific as the new structure is very intertwined with the existing. Elevations: The elevations show the detailed façades of the new lightweight first floor addition; the Nutec boarding is shown on the drawing and detailed fenestration with customized dormer windows.
1074 1132
boundary boundary
boundary
boundary boundary
Prepainted cottage profile chromadek roof sheeting @ 30°
200 2100
EX. EX.LOUNGE KITCHEN
SECTION SECTIONB-B. B-B.
5
4
EX. KITCHEN EX. DINING ROOM
EX. LOUNGE
SECTION SECTION A-A. A-A.
A
ERF 109855
beam
beam
MH3
EX. EX. BATHROOM BATHROOM
A
A
A
EX. STORE 3
EX. KITCHEN
7
100
ERF ---------
MH2
1640
A
EAST EAST ELEVATION. ELEVATION.
A
12.210
15.740
STORAGE
SEWING NOOK
8
EX. KITCHEN
EX. BEDROOM EX. EX. DINING BEDROOM ROOM
STUDY
B
B
100
BB
'I' beam 4 over EX. EX. BEDROOM BEDROOM
4078
2
pull-down step ladder
STUDY 3554
270
BB
BB
BB
100
15.750
12.055
EX. LOUNGE
DPC
2100
EX. BEDROOM EX. LOUNGE
'I' beam over
STORE
2100
6
STUDY STUDY
2100
SEWING NOOK
boundary boundary
3
2100
boundary boundary
4
EX. EX. LOUNGE BEDROOM
Prefabricated engineer designed trusses with approved gangnail/nail ROOF TRUSSES: Prefabricated engineerplate designed connectors, erectedgangnail/nail and braced inplate accordance trusses with approved with manufacturers specifications. connectors, erected and braced in accordance 2.with ROOF TRUSS BRACING: 114X38 diagonal bracing manufacturers specifications. (45deg) nailed to underside ofdiagonal rafters at each end 2. ROOF TRUSS BRACING: 114X38 bracing of thenailed roof intoboth planes.of rafters at each end (45deg) underside 3.of the Rafters trusses tied down 600mm into walls roof and in both planes. with and 1,2x30mm hoop 600mm iron straps. 3. Rafters trusses galv. tied down into walls 4.with Structural timber be Grade 6 unless shown 1,2x30mm galv.to hoop iron straps. otherwise. 4. Structural timber to be Grade 6 unless shown 5.otherwise. P.C. lintols with min 4 courses of new brickwork with brickforce every courseof over openings 5. P.C. lintols with min 4 courses newall brickwork over 900mmevery and not exceeding 3m. with brickforce course over all openings 6.over Gable-end walls tied back to roof 900mm and not exceeding 3m. structure with 1,2x30mm GMS straps @ 600c/c 6. Gable-end walls tiedhoop backiron to roof structure with embedded 300mm in wall, bent and fixed 1,2x30mm GMS hoop iron straps @over 600c/c to 2 rafters. embedded 300mm in wall, bent over and fixed 7.to 2 P.C. lintols + 2 courses of new 190 blockwork rafters. with brickforce everyof course over all openings 7. P.C. lintols + 2 courses new 190 blockwork not exceeding 3m.course over all openings with brickforce every 8.notAll structural timber built into walls to be well exceeding 3m. tarred, creosoted or wrapped in a 8. All structural timber built into walls todamp-proof be well membrane. tarred, creosoted or wrapped in a damp-proof 9.membrane. Glazing to doors & windows in excess of 1m² or less than 300 & mm above in FFL to be of safety-glazed 9. Glazing to doors windows excess 1m² or inthan accordance National Regulations: less 300 mmwith above FFL toBuilding be safety-glazed Part N in accordance with National Building Regulations: 10. Cavity walls to be tied together with 10 2,5mm Part N galvanised crimped wire ties with per square meter. 10. Cavity walls to be tied together 10 2,5mm 11. Damp proof membrane to per be 150mm above NGL galvanised crimped wire ties square meter. All soil pipes under floors be encased 11.12. Damp proof membrane to beto 150mm above100mm NGL in concrete 12. All windows to all be round min. 10% of floor area with 13. drainage be covered 50 No % of windowpipes to beto openable anduntil min.inspected of 0,2m² and approved the Building of window area inby bathroom to beInspector openable. Allrisers 'waste fittings to have 75mm to be 13.14. Stair towater' be max. 200mm and treads mindeep-seal 250mm, traps. min width to be 750mm with clear 15. All windows to be min. 10% ofprovided. floor area with headroom of 2,1m vertical to be 50 % of window be openable and min. 14. INSULATION: 50mmto thick mineral fibre wool of 0,2m² of window area in bathroom openable. insulation between stud framingto tobe walls and 40mm 16. Stair fibre riserswool to be max. 200mm and treads to be mineral insulation to ceilings. min 250mm, min width to be 750mm with clear headroom of 2,1m vertical to be provided. LEGEND: 17. Forced ventilation to internal ablutions to discharge to the outside air at a rate 25 l/sec per fitting with 1. Remove part of existing rooflightswitch. structure. the fan connected to the 2. Retain brick party wall on boundary. 3. New lightweight first floor timber structure: lightweight timber stud frame with loadbearing timber sizes: 76x50 grade 6 SA Pine @ 450 c/c & non-loadbearing timber sizes: 76x50 SA Pine @ 600 c/c. Constructed strictly as per SANS 10082: 2007 Building Codes. Walls externally to be finished with 225x9mm 'Nutec' building planks & internally with 9mm Gypsum plasterboard painted with washable PVA paint. 4. 203mmx102mmx25.33kg/m G.M.S 'I' beam on concrete pads formed on top of existing walls. 5. New suspended timber floor: 22x100 T+G floor boards on 114x50 SA Pine floor joists @ max 450 c/c all as per SABS 0163. 6. New Reinforced Concrete floor: First floor RC floor slab to be built strictly in accordance with Structural Engineer's design & specifications. 7. 'Ogee' seamless aluminum gutter fixed to 231x32 laminated fascia. 8. 76x50 SA Pine purlins @ max 1,1m c/c fixed to 114x38 roof trusses @ ±720mm c/c on 100x38 SA Pine wall plate on lightweight timber construction. 1.
1 boundary
boundary
5
STUDY
100
DATE
DESCRIPTION
NOTES: NOTES: 1. ROOF TRUSSES:
SOUTH ELEVATION. NORTH ELEVATION.
2
B
REVISIONS: REV.No.
WEST ELEVATION. WEST ELEVATION.
B
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIED WITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK. FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TO SCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
1842
100
EX. LOUNGE
ARCHITECT:
OWNER: PROJECT :
ERF ERFNo.s No.s109855 -------- @ @ 19 -- PRINCES PRINCES RD. RD. HARFIELD HARFIELDVILLAGE: VILLAGE:ADDITIONS ADDITIONS&&ALTERATIONS ALTERATIONS
MH4
12.180
GROUND FLOOR PLAN, SITE PLAN & ELEVATIONS PLANS, SECTIONS & ELEVATIONS.
15.750
15.740
DESCRIPTION :
A A PRINCES PRINCES ROADROAD
PLAN PLANAND ANDSITE SITEPLAN PLAN 1:100. 1:100.
12.055
A
A
FIRST FIRST FLOOR FLOOR PLAN. PLAN.
12.055
A ROOF ROOF PLAN. PLAN.
A
Noel A Botha. Architect/Argitek
12.055 SCALE : DATE :
P.O.BOX 2281 CLAREINCH 7740 FAX./PH. (021)-6712335 CEL.082 4540060 23 SUSSEX STREET CLAREMONT 7708 noelarch@cybersmart.co.za
1:100
24-11-2008 21-09-2011
DRAWN :
N.A.BOTHA Y.S.
S.A.C.A. REGISTRATION No: ISAA. REG. No: PRACTICE No:
3709
2547 PB 2596
B357
PROJ. NUMBER :
DRG. NO. :
-01-01 -02-01
REV. :
o o CPUT 2nd year architectural technology
B315 Princes Road, Claremont -04-01 b This drawing was prepared for re-submission to the local authorities (council) as a rider plan to the approved plan, with the intent of receiving permission to build two additional units as proposed in the drawing. Should the drawing be approved by council, it will serve as a legal document. This drawing is for the Client, who requested changes to the architectural drawings with gaining more units for the development in mind. The drawings should be presented as shown, all changes should be indicated and the drawings and the specific information on the page should remain as is: Each component of the drawing must be titled clearly and appropriately, with a drawing name and scale. The scale should only be shown on one drawing component if all of the components on the page are the same scale, to avoid unnecessary repetition. For this drawing, a set of grid lines was essential as they indicate where the structure rests. The grid was not labeled at first, and the structural engineer assumed that they did not exist, and thereafter drew his own grid lines which were completely unrelated to the structure. After the problems caused by that the grid lines were clearly marked. The orientation must be indicated by a clear north point, and should be relative to a site or floor plan. All new work on plan view drawings must be fully dimensioned and annotated; existing work which is not relative need not be dimensioned. The site plan must always have fully dimensioned boundaries, and new work shall be clearly distinguishable from existing, as well as have dimensions from the boundaries for the purpose of checking that it falls within regulations and for when setting out. Sections should only have vertical dimensions, be fully annotated (may refer to a legend if the annotations clutter the drawing and make it illegible) and show the key structural components and how the structure is put together. Elevations should not contain dimensions and annotations unless necessary. They should show the façade with all of its finishes and fenestration and openings. They should indicate the boundary lines where applicable. A set of notes/specifications which cover all basic construction requirements/methods should be present on at least one drawing in a set, and a legend with reference to the drawings should cover the more specific construction requirements. The title block must contain: o The project title and description of the project, including the correct ERF number and address. A project number relative to the architect’s referencing system should also be present in the title block, o A description of the drawing components on the page,
The correct date, scale, who the drawing was drawn by, the registration number of the professional responsible for the drawing and the logo of the architect/firm. Space for the signatures of the owner and architect, and the date of when the drawing is to be signed. Once the drawing is signed by owner, architect and is approved by council, it becomes a legal document.
Site plan: The site plan is at a scale of 1:200, and clearly shows the proposed new work against the approved plan. The retaining wall on the parking level had moved and is indicated on the site plan by a dotted line. Parking layout: The parking layout had changed significantly after the engineer went off on a tangent with regards to the structure. The columns supporting the building above were too close together to allow for sufficient parking space, and support walls also obstructed the parking bays. These problems were fixed and the changes against the approved plan are marked by ‘bubbles’.
-04-02 b Ground floor plan: The ground floor plan shows the two additional units added, and as the units’ structure falls on the grid lines, they are not dimensioned individually, as the dimensions are on the grid lines and the units’ layouts are repetitive. Sections: Importantly, the sections also show the respective grid lines, making it clear that the structure lies on the grid. They show vertical dimensions and the change from timber to concrete for the attic floors.
-04-03 b First floor plan: In addition to the introduction of the extra units, the first floor plan had changes to all the units’ layouts, and were annotated accordingly. Attic floor plan: In addition to the introduction of the extra units and the changing of all the units’ layouts, the dormer windows had also moved slightly. The structure below the attic floor is shown in dotted line.
-04-04 b Roof plan & drainage: Now that the dormer windows had moved, the roof structure also changed slightly. The drainage sections also had the two additional unit’s drainage added on.
-04-05 b Elevations: The elevations show the proposed addition, however, the grid lines were removed from this drawing to avoid confusion and having to make additional unnecessary changes.
1
2
160
4285
1530
1.
3265
2.
Boundary
3. 4. 5.
Existing manhole
200mm Diam. PVC high 200mm stormwater Diam. PVC high pressure pipe. pressure stormwater pipe.
Compacted fillfill Compacted
GENERAL NOTES:
Existing connection to Municipal sewer
ROOF TRUSSES: Prefabricated engineer designed trusses with approved gangnail/nail plate connectors, erected and braced in accordance with manufacturers specifications. ROOF TRUSS BRACING: 114X38 diagonal bracing (45deg) nailed to underside of rafters at each end of the roof in both planes. Rafters and trusses tied down 600mm into walls with 1,2x30mm galv. hoop iron straps. Structural timber to be Grade 6 unless shown otherwise. P.C. lintols with min 4 courses of new brickwork with brickforce every course over all openings not exceeding 3m.
3
9
BEAM ABOVE 4
1.
6
6
6
4925
5
2500 2475
E
"
14.
15.
16.
0
9 Line of Building Above
F
Outline of Building Above
1
3 d
0
'5
"
Parking lot Retaining Wall Below
10.
3000
11.
12.
13.
J
1000
14.
K
15.
16. 2881 17.
18.
23038
SITE PLAN
1:200
L
3
1000
2
17.
Edge of balcony above 5611
LERAAR STREET
1350 1000
3
STORE
APPROVED PLAN No 77609 ----(03-07-2008)
3320
4330 4666 4892
3
9.
6585 6926
600
2.
7336
13.
2475
4950
7
600
21123
8m CWC
6645
12.
100mm dia PVC agricultural drain
3.
600
2500 2500
4825
2337 2500 2292
1172 110
2475
330
1017
I
1600 1264
2337 2500 2292
4950
4
2500 2360
300mm² heavy duty S.W. grating.
2430 2360
Sump with submersible pump
4.
H
1350
4
11.
d0 '0
Outline of LineBuilding of Building Above Above
1623 1130 1623
3
8
1
1
3
90
2545
6.
'
A
DATE
DESCRIPTION
Retaining wall to south boundary wall moved & not parallel with boundary, stair at grid 6/H layout altered & parking bays 9 to 18 positions & dimensions altered
5-06-2011
1. Retaining wall, Grid I, to South West corner moved. 21-06-2011 1. Retaining wall, Grid I, to South West corner moved. 21-06-2011 2. Grid L, moved 590mm. 2. Grid L, moved 590mm. 3. Struct. butresses on Grid 6 removed. 3. Struct. butresses on Grid 6 removed. 4. 300mm Walls, Grid B-E, omitted. 4. 300mm Walls, Grid B-E, omitted. 5. Wall moved by 25mm. 5. Wall moved by 25mm. 6. Parking bay (1, 15 & 16) dimensions altered. Parking bay (1, 15 & 16) dimensions altered. ROOF: 6. 7. Column reinstated between bays 2 & 3 on Grid 2 7. Column reinstated between bays 2 & on Grid 2 on 75x50 Prepainted GMS cottage profile roof sheeting @337deg slide C 1. Retaining I, to South corner moved. 21-06-2011 S.A. pine purlins @ wall, max. Grid 1100mm c/c, allWest as per manufacturers specifications on gangnail roof trusses @ max. 900c/c. Trusses to be as per Roof Truss Manufacturer's structural design & specifications. Trusses to be tied to 90x50 wallplate tied down onto wall with galv. hoop iron ties built into top six brick courses. ROOF: RAINWATER GOODS: Prepainted GMS cottage profile roof sheeting @ 37deg slide laminated on 75x50 140mm diam. H.R. seamless aluminium gutters on 228x32 S.A. pine purlins max.aluminium 1100mm c/c, all as per manufacturers fascia with 75mm@ diam. downpipes. specifications on gangnail roof trusses @ max. 900c/c. Trusses to be CEILINGS: as per Roof Truss Manufacturer's structural design specifications. Ground Floor: Underside of precast conc. slab to be&skimmed with Trusses to be cornice. tied to 90x50 wallplate tied down onto wall with galv. 75mm coved hoop iron ties be built into top six brick courses. First Floor:To 6,4mm skimmed plaster board on 38x38 battens with RAINWATER GOODS: standard 75mm coved cornice. All to manufacture's specifications. 140mm H.R. skimmed seamless plaster aluminium gutters on 228x32 laminated Attic:To diam. be 6,4mm board between roof trusses fascia with 75mm diam. aluminium downpipes. WALLS: CEILINGS: Cavity walls with 10 galv. crimped wire ties per square metre. Stepped Ground Underside of precast conc. slab to be skimmed brickgripFloor: DPC with weep holes at 600mm c/c. All walls to be with 75mm covedwith cornice. constructed 90mm Maxi bricks, plastered internally and externally First Floor:To be 6,4mm board on 38x38to battens with plaster mouldings asskimmed indicatedplaster and weather grooves u/s of with all standard 75mm Plastered coved cornice. All to manufacture's specifications. external lintols. cills internally and externally. Attic:To be 6,4mm skimmed plaster board between roof trusses FOUNDATIONS: WALLS: Strip footings to 230mm and 190mm walls to be 850mmx280mm Cavity walls with 10 galv. crimped ties per square metre. Stepped mass concrete. 90mm walls to havewire 500mmx230mm mass concrete brickgrip DPC with weep holeswith at 600mm c/c. All walls to be footings. Generally to comply National Building Regulations. constructed WINDOWS: with 90mm Maxi bricks, plastered internally and externally with mouldings as indicated and weather grooves to or u/sequal of alla To beplaster meranti timber windows, ex Swartland: Cape Culture external Plastered cills andsealed externally. pproved.lintols. Window frames to beinternally sanded and with 2cts Rubol or FOUNDATIONS: equal approved timber preservative. Strip footings to 230mm and 190mm walls to be 850mmx280mm DOORS: mass concrete. 90mm walls to mass concrete All doors to be ex Swartland or have equal500mmx230mm approved. All internal doors are footings. Generally to comply with National to be Decorative 'Regency' in standard galv.Building pressedRegulations. metal door frames. WINDOWS: All external doors to be glazed meranti 'Happy' doors in meranti frames To be finished meranti as timber windows, ex Swartland: Cape Culture or equal a to be for windows. pproved. FLOORS: Window frames to be sanded and sealed with 2cts Rubol or equal approved timber preservative. Ground floor construction to be 100mm 15MPA mass concrete on 250 DOORS: micron DPC. on min 150mm fill consolidated to 98% AASHTO. First floor All doors to be ex or equal approved. All internal are to be 'Topfloor' or Swartland equal approved precast concrete flooring doors system all to standard galv. pressedFloor metal door frames. as be perDecorative Structural 'Regency' Engineer'sindetails & specifications. finishes to be All external doors to be glazed meranti 'Happy' doors inscreed. meranti frames carpet or tiles as indicated on plan on min. 30mm S+C to be finished as for windows. STAIRCASE: FLOORS: Stairs to comply with National Building Regulations:Toprail & balusters Ground floor dia. construction towith be 100mm 15MPA mass concrete on 250 to be 40mm galv. m.s. 6mm base plates bolted to concrete micron DPC.dia. on min fill consolidated 98% AASHTO. First floor with 10mm galv.150mm Rawlbolts (to Structuralto Engineer's specification). to be 'Topfloor' or32x6mm equal approved precast flooring system all Bottom rail to be galv. m.s. with concrete 15mm solid vetical bars @ as per Structural Engineer's details & specifications. finishes to be 125mm c/c. Treads 260mm and risers 193mm. to beFloor tiled. carpet or tiles as indicated on plan on min. 30mm S+C screed. SKIRTING: STAIRCASE: 76x22mm moulded meranti with finish to be as for windows. Stairs to comply with National Building Regulations:Toprail Bathrooms to have tile skirting (half floor tile against wall).& balusters to be 40mm dia. galv. m.s. with 6mm base plates bolted to concrete TILING: with 10mm dia. galv. (to or Structural specification). Kitchens to be tiled toRawlbolts 1.2m height to u/s ofEngineer's overhead units. Bottom rail to to be be tiled 32x6mm galv. m.s. with 15mm solid vetical bars @ Bathrooms to 1,2m height showers tiled to 2,1m 125mm c/c. Treads risers 193mm. to be tiled. height. Floor tiles to 260mm ground and floor. SKIRTING: LINTELS: 76x22mm moulded meranti with toover be as windows. Prestressed concrete lintols to be finish built in allfor openings with min to have with tile skirting (half tile against wall). 4Bathrooms brick coursesover brickforce in floor every course. Min. bearing: TILING: 150mm & max. span: 3,00m Kitchens to be tiled to 1.2m height or to u/s of overhead units. GLAZING. Bathrooms to comply be tiledwith to 1,2m height with showers tiled to 2,1m All glazing to N.B.R. NN1. Glass to be generally clear float height. Floor tiles to ground floor. glass with opaque glass to bathrooms and toilets. LINTELS: STORMWATER: Prestressed concrete lintols to be via built in overH.R. all openings with min From roofs to discharge to street 150mm precast concrete 4 brick coursesover with brickforce every course. Min. bearing: stormwater channels. From parkingin area to drain from agricultural 150mm max. span: 3,00m drains to&SW sump and pumped with 'Grundfos' or equal approved GLAZING. submersible pump via 200dia pipe to kerbside. Pump to have All glazing to comply with N.B.R. NN1. Glass to be generally clear float back-up/standby power. glass with opaque SECURITY GATE: glass to bathrooms and toilets. STORMWATER: 5x2m high automated galv. m.s. security gate, 1,0m wide pedestrian From roofs discharge to street via 150mm H.R. precast concrete gate & galv.torailings by specialist manufacturer. stormwater channels. From parking area to drain from agricultural drains to SW sump and pumped with 'Grundfos' or equal approved submersible pump via 200dia pipe to kerbside. Pump to have back-up/standby power. SECURITY GATE: 5x2m high automated galv. m.s. security gate, 1,0m wide pedestrian gate & galv. railings by specialist manufacturer.
SPECIFICATION:
5m CWC
29282
0 0d
0"
7110
10.
7000
160mm dia PVC agricultural drain
3000
9.
7500 7110
7.
5.
1000
G
31486
2625
2625
Retaining wall as per structural Engineer's specifications and details
2545
300
300
4
REV.No.
SPECIFICATION:
PRINCES ROAD
100mm dia PVC agricultural drain
Boundary 4950
8.
2925
4925
330
REVISIONS:
B B
1685 1185
C
D
6
4400
315
ry
RE.1
300
B
1340
5
1000
6720
B o u n d a
1
18. 1100 1436
Boundary 3160
Boundary
A
1175
3160
3 4
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIED WITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK. FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TO SCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
PROJECT :
AREA CALCULATIONS:
1 PARKING LAYOUT
2 1:100
3
4
2973
5
6
ARCHITECT:
OWNER:
727,532m SITE AREA: AREA OF EXISTING BUILDINGS:233,044m 287,410m PROPOSED COVERAGE: 654,533m PROPOSED BULK:
sq sq sq(39.5% of site) sq(89% of site)
DESCRIPTION :
PROPOSED FLATS ON ERF 53521, -----, No. -8 PRINCE'S PRINCE'S STREET, STREET, CLAREMONT. CLAREMONT. COUNCIL SUBMISSION PARKING LAYOUT & SITE PLAN
Noel A Botha. Architect/Argitek
SCALE :
P.O.BOX 2281 CLAREINCH 7740 FAX./PH. (021)-6712335 CEL.082 4540060 23 SUSSEX STREET CLAREMONT 7708 noelarch@cybersmart.co.za
1:100 / 1:200
DATE :
13-05-2011 21-06-2011
DRAWN :
N.A.B. Y.S.
2547 3709 PB 2596
S.A.C.A. REGISTRATION No: ISAA. REG. No: PRACTICE No:
B315 -04-01 PROJ. NUMBER :
DRG. NO. :
REV. :
B A
2 6720
3 4
1340
160
4285
5
6
4400
GENERAL NOTES: 1.
Existing connection to Municipal sewer
2.
Boundary
B
3245
KITCHEN
11.
1350
C
7040
END OF WALKWAY AT GROUND FLOOR.
230
LINE OF BUILDING AT FIRST FLOOR LEVEL
8380
5000
6500 C.W.C
6580
B
6208
140
140
2400
2100
Parking
Boundary
PARKING
3000
1200x300
SECTION A-A. 1:100
REFUSE ROOM
2
GROUND FLOOR PLAN 1:100
3
4
5
5726 STORE
1200x300
ARCHITECT:
OWNER: PROJECT :
ERF No 53521@ ----- @ --8 PRINCE'S PRINCE'S STREET STREET CLAREMONT: CLAREMONT: NEW FLATS
DESCRIPTION :
1
BOUNDARY
200
VISITOR
VISITOR
C.W.C TO CONFORM TO U.B.F.L ON BOUNDARY
L
946
140 230
2400
KITCHEN
F
1
2440
LOUNGE/ DINING
Boundary
3000
opt. island
5
2
33,95m sq
LOUNGE/ DINING
UNIT 1 LOUNGE/ DINING
UNIT 9
6
3 4
1390
4925
UNIT 8
32,65m sq
7110
950
7430
E
SECTION B-B. 1:100
K
opt. island
8820
opt. island
1230
35,8m sq
EXISTING NATURAL GROUND LEVEL
1200x300
J
14.
2200
3650
4950
opt. island
LOUNGE/ DINING
1000
I
200
3.KITCHEN 34,8m sq
H
LOUNGE/ DINING
2400
Walkway
270
D
1350
140
KITCHEN
UNIT 2
L
3320
opt. island
6890
LOUNGE/ DINING
270
34,8m sq
1200
4950
UNIT 3
K
PROPOSED ADDITION
5750
KITCHEN
200
KITCHEN
200
A
opt. island
J
I
2440
opt. island
DATE
DESCRIPTION
2400
7110
LOUNGE/ DINING
REV.No.
designation of units 8 & 9 shown, parking bay 15 on ground floor omitted, steps from grnd floor down to parking level co-ordinated with steps at lower level. 3-05-2010
BEDROOM
250
A
opt. island Walkway
34,8m sq
UNIT 7
33,95m sq
A
ATTIC
200
UNIT 6
32,65m sq
KITCHEN 4950
LOUNGE/ DINING
REV.No.
Open trusses BOUNDARY
LOUNGE/ DINING
UNIT 4
H
G
LOUNGE/ DINING
Boundary
B
G
200
35,8m sq
opt. island
REVISIONS:
BOUNDARY
4925
UNIT 5
4. 5.
ROOF TRUSSES: Prefabricated engineer designed trusses with approved gangnail/nail plate connectors, erected and braced in accordance with manufacturers specifications. ROOF TRUSS BRACING: 114X38 diagonal bracing (45deg) nailed to underside of rafters at each end of the roof in both planes. Rafters and trusses tied down 600mm into walls with 1,2x30mm galv. hoop iron straps. Structural timber to be Grade 6 unless shown otherwise. P.C. lintols with min 4 courses of new brickwork with brickforce every course over all openings not exceeding 3m.
5980
ry B o u n d a
A
3.
Existing manhole
RE.1
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIED WITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK. FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TO SCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
7474
1
LINE OF BUILDING OF ABOVE
GROUND FLOOR PLAN AND SECTIONS
Noel A Botha. Architect/Argitek
6 SCALE : DATE :
P.O.BOX 2281 CLAREINCH 7740 FAX./PH. (021)-6712335 CEL.082 4540060 23 SUSSEX STREET CLAREMONT 7708 noelarch@cybersmart.co.za
1:100
17-05-2011
DRAWN :
N.A.B. Y.S.
2547 3709 PB 2596
S.A.C.A. REGISTRATION No: ISAA. REG. No: PRACTICE No:
B315 -04-02 PROJ. NUMBER :
DRG. NO. :
REV. :
A
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIED WITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK. FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TO SCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
1
2
3
4
8060
160
4285
5
4400
Typical outline of slab at loft level
6
1
1800m line of ceiling soffit
2
REV.No.
4
3323
A
REVISIONS:
3
DATE
DESCRIPTION
5
6
A B 3076
UNIT 3
G
UNIT 3 40,38m²
13,26m²
B
B
UNIT 1
35,56m²
37,67m²
UNIT 2
6,7m²
25,0m² 8460
14,14m²
4950
G
13,26m²
UNIT 2
A
2201
UNIT 1
22,59m²
UNIT 4
3706
4925
B
6,3m²
14,06m²
A
UNIT 4 38,75m²
C 5,7m²
H
5,7m²
4950
H
I
14,14m²
38,75m²
I UNIT 5
3000
UNIT 5 6,7m²
J
D 6,7m²
5,7m²
J
D
K
5,7m²
14,14m²
4950
C
K
25,0m²
UNIT 6
UNIT 6
2990
1
6,3m²
37,67m²
L
2600
2
1200
UNIT 8
UNIT 9
2030
4
3
B
5
2348
L
4235
F 6
UNIT 7
UNIT 9
3415
950
UNIT 8
2362
UNIT 7
E
13,26m²
35,56m²
40,38m²
F
13,26m²
2695
4705
4925
14,06m²
1900
E
22,59m² 950
8460
38,75m²
1
2
4
3
B
5
OWNER: PROJECT :
6
ARCHITECT:
PROPOSED DEVELOPMENT ON ERF -----, No. -- PRINCE'S STREET, CLAREMONT.
DESCRIPTION :
FIRST FLOOR PLAN. 1:100 287,41m sq
ATTIC FLOOR PLAN. 1:100 124,92m sq
RIDER TO PLAN SUBMITTED TO COUNCIL: TWO ADDITIONAL UNITS: FIRST & ATTIC FLR PLANS
Noel A Botha. Architect/Argitek D
SCALE : DATE :
P.O.BOX 2281 CLAREINCH 7740 FAX./PH. (021)-6712335 CEL.082 4540060 23 SUSSEX STREET CLAREMONT 7708 noelarch@cybersmart.co.za
1:100
28-03-2011
DRAWN :
Y.S.
2547 3709 PB 2596
S.A.C.A. REGISTRATION No: ISAA. REG. No: PRACTICE No:
B315 -04-03 PROJ. NUMBER :
DRG. NO. :
REV. :
C
A 3
6
D
7
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIED WITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK. FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TO SCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT.
1
REVISIONS: REV.No.
DATE
DESCRIPTION
LEGEND FOR ROOF: 2.4m average headroom
4
Outline of Building as on Approved Plan No:A77609 (03-07-08)
2416
2
200
4
A
1
3
6
500 VV
A
ROOF PLAN. 1:100 VV
Basin
W.C.
Basin
W.C.
4
5
Bath.
Bath.
Basin
D
LEGEND FOR ROOF:
100X38mm wall plates Gangnailed roof trusses @ c/c's as shown. 76x50mm purlins @ c/c's as shown. 298x70 Cape lam composite beam as per structural engineer's specifications.
VV
W.C.
Outline of Building as on Basin Approved Plan No:A77609 Bath. (03-07-08)
Bath.
W.C.
VV VV
VV
Basin
W.C.
W.C.
W.C.
W.C.Basin Shower. Shower.
Basin
Bath. Bath.
W.C.
Basin
W.C. W.C.
C Sink.
Dish Wash wash.mach
Wash Dish machwash.
Sink.
4 RE 3
1
3
1
Wash Dish machwash.
Dish Wash wash.mach
Sink.
B
28,90m 27,06m 1,84m
DISTANCE
21,73m @ 1:60 to RE 2
DRAINAGE SECTION.
2
6
7
ROOF PLAN.
A
Shower.
Outline of Buiding as on Approved Plan No:A77609 (03-07-08)
Basin
Bath.
W.C.
Basin
Bath.
Boundary Line
NOTES:
ROOF TRUSSES: Prefabricated engineer designed trusses with approved gangnail/nail plate connectors, erected and braced in accordance Dish Wash Dish Wash with manufacturers specifications. Sink. Sink. wash.mach wash.mach 2. ROOF TRUSS BRACING: 114X38 diagonal bracing (45deg) nailed to underside of rafters at each Ramp end of the roof in both planes. 3. Rafters and trusses tied down 600mm into walls with 1,2x30mm galv. hoop iron straps. 4. Structural timber to be Grade 6 unless shown 1:60 otherwise. 5. P.C. lintols with min 4 courses of new brickwork with brickforce every course over all openings over 900mm and not exceeding 3m. 6. Gable-end walls tied back to roof structure with 1,2x30mm GMS hoop iron straps @ 600c/c embedded 300mm in wall, bent over and fixed to 2 rafters. 7. P.C. lintols + 2 courses of new 190 blockwork with brickforce every course over all openings not exceeding 3m. 8. All structural timber built into walls to be well tarred, creosoted or wrapped in a damp-proof VV VV membrane. 9. Glazing to doors & windows in excess of 1m²or less than 300 mm above FFL to be safety-glazed in accordance with National Building Regulations: NOTES: Basin Basin Part N 1. ROOF TRUSSES: Prefabricated engineer designed 9. Glazing to doors & windows in excess of 1m²or 10. Cavity walls to be tied together with 10 2,5mm Basin W.C. W.C. trusses with approved gangnail/nail plate less thanwire 300ties mmper above FFLmeter. to be safety-glazed galvanised crimped square 34,30 Shower. Shower. connectors, erected and braced in accordance accordancetowith National Building 11. Damp proofinmembrane 150mm above NGL Regulations: Shower. with manufacturers specifications. N floors to be encased 100mm 12. All soil pipesPart under 2. ROOF TRUSS BRACING: 114X38 diagonal bracing 10.allCavity concrete round walls to be tied together with 10 2,5mm (45deg) nailed to underside of rafters at 13. eachNo drainagegalvanised per square meter. pipes to becrimped coveredwire untilties inspected end of the roof in both planes. 11. Damp proof membrane to 150mm above NGL and approved by the Building Inspector 3. Rafters and trusses tied down 600mm into 12. All pipes10% under to bewith encased 100mm 14.walls All windows to soil be min. of floors floor area Basin Basin with 1,2x30mm galv. hoop iron straps. concrete round and min. of 0,2m² 50 % of window to beallopenable 4. Structural timber to be Grade 6 unless shownof window 13. area No drainage pipestotobebeopenable. covered until inspected Basin in bathroom Bath. Bath. W.C. W.C. otherwise. and by the Building 31,65 15. Stair risers to beapproved max. 200mm and treadsInspector to be Bath. 5. P.C. lintols with min 4 courses of new brickwork 14. Allmin windows 10% of floor min 250mm, width to to be be min. 750mm with cleararea with with brickforce every course over all openingsheadroom of502,1m % ofvertical windowtotobe beprovided. openable and min. of 0,2m² over 900mm and not exceeding 3m. of window area inablutions bathroomtotobebeatopenable. 16. Forced ventilation to internal 6. Gable-end walls tied back to roof structure with 15. Stair to be max. 200mm and treads to be 25 l/sec with the risers fan conected to the lightswitch. 1,2x30mm GMS hoop iron straps @ 600c/c min 250mm, min width to be 750mm with clear Dish Wash Dish Wash EXISTING SOIL PIPE AS embedded 300mm in wall, bent over and fixed headroom of 2,1m vertical to be provided. Sink. Sink. wash.mach wash.mach Dish Wash ON APPROVED PLAN to 2 rafters. 16. Forced ventilation to internal ablutions to be at Sink. wash.mach 7. P.C. lintols + 2 courses of new 190 blockwork 25 l/sec with the fan conected to the lightswitch. 29,00 with brickforce every course over all openings not exceeding 3m. 8. All structural timber built into walls to be well tarred, creosoted or wrapped in a damp-proof membrane. 28,20
RE 1
Existing connection to Municipal sewer.
DRAINAGE SECTION R.E.No.2
R.E.No.3
6
Wash Dish Sink. machwash. Dish Wash Sink. wash.mach
1:60
B
COVER LEVEL INVERT LEVEL DEPTH
Sink.
RE 2
6
8
I.C.No.
Shower.
Basin
EAST ELEVATION ON C-C DRAINAGE SECTION
6
Basin
W.C.
1.
B
8
Basin 5. Gms 'teco' brackets.Basin 6. 228x32 laminated fascia. W.C. W.C. Shower. 7. 'Ogee' Shower. seamless aluminium gutter 8. Galv. prepainted IBR roof sheeting. 9. 150x50 rafters @ c/c's as shown on roof plan. 10. 220 firewall to u/s of roof sheeting
Shower.
W.C.
2
1. 2. VV 3. 4.
Basin
1
EXISTING GROUND LEVEL
2
7
6
Boundary Line
B
SECTION A-A
3
W.C.
7
2100
RAMP
Shower. 2
4
2480
Inside of Building as on Approved Plan No:A77609 (03-07-08)
VV
C
200
Boundary Line
W.C.
VV
100X38mm wall plates Gangnailed roof trusses @ c/c's as shown. 76x50mm purlins @ c/c's as shown. 298x70 Cape lam composite beam as per structural engineer's specifications.
5. Gms 'teco' brackets. 6. 228x32 laminated fascia. 7. 'Ogee' seamless aluminium gutter 8. Galv. prepainted IBR roof sheeting. 9. 150x50 rafters @ c/c's as shown on roof plan. 10. 220 firewall to u/s of roof sheeting
5
Stair & attic floor: timber construction.
2480
C
Basin
1. 2. 3. 4.
28,60m 26,70m 2,1m 18,37m @ 1:60 to IC 1
Existing manhole
R.E.No.1
I.C.1
28,40m 28,20m 26,63m 26,40m 2,1m 1,800m 13,87m @ 1:60 to IC 1
PROJECT :
ERF No 53521@ ----- @ -8 PRINCE'S PRINCE'S STREET STREET CLAREMONT: CLAREMONT: ADDITIONS TO APPROVED PLAN No A77609 ------.
DESCRIPTION :
8
ARCHITECT:
OWNER:
SECTIONS ROOF PLAN A-A, & DRAINAGE C-C, ROOF SECTION PLAN & DRAINAGE SECTION
Noel A Botha. Architect/Argitek
D SCALE : DATE :
P.O.BOX 2281 CLAREINCH 7740 FAX./PH. (021)-6712335 CEL.082 4540060 23 SUSSEX STREET CLAREMONT 7708 noelarch@cybersmart.co.za
1:100
24-08-2008
DRAWN :
N.A.B./P.A.S N.A.B./Y.S.
2547 PB 2596
S.A.C.A. REGISTRATION No: ISAA. REG. No: PRACTICE No:
3709
B315
PROJ. NUMBER :
DRG. NO. :
-04-04 -03-04
REV. :
4950
1139
4950
4950
4925
4950
4925
BOUNDARY
4925
4950
4950
BOUNDARY
4925
5647 5647
REVISIONS: REV.No. A
Outline of Building as on Approved Plan No:A77609 (03-07-08)
BOUNDARY LINE
ALL MUNICIPAL AND STATUTORY REQUIREMENTS TO BE COMPLIED WITH & ALL WORK TO BE EXCECUTED IN TERMS OF RELEVANT S.A.B.S. CODES OF PRACTICE. ALL DIMENSIONS & LEVELS ARE TO BE CHECKED AND VERIFIED BEFORE COMMENCEMENT OF ANY WORK. FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TO SCALED DIMENSIONS. COPYRIGHT SUBSISTS IN THE DESIGN ON THIS DRAWING AND REMAINS THE PROPERTY OF THE ARCHITECT. DESCRIPTION
East Elevation added & windows on South elevation of Unit omitted & window on west elevation of Unit 1 first floor omitted.
DATE
3-05-2010
BOUNDARY LINE
Proposed addition
13480
2640
Proposed addition
EXISTING GROUND LEVEL
Proposed addition BOUNDARY LINE
BOUNDARY LINE
4950 7160
WEST ELEVATION. 1:100
4925
4950
1139 1139
WEST ELEVATION. 1:100
2450
3000
Outline of Building as on Approved Plan No:A77609 (03-07-08)
2100
2450
5980
F.F.L F.F.L 31.582 31.582
G.F.L G.F.L 28.932 28.932
Retaining wall as on Approved Plan No:A77609 (03-07-08)
F.F.L 31.582 EXISTING GROUND LEVEL
G.F.L 28.932
C.L. C.L. 27.677 27.677
2100
SECTION B-B. 1:100 RAMPRAMP
SUMP
SOUTH ELEVATION. SOUTH ELEVATION. 1:100 SOUTH ELEVATION. 1:1001:100
WEST ELEVATION. 1:100
4925
SUMP SUMP
SUMP
PROJECT :
C.L. 27.677
ERF No ----- @ -53521@ 8 PRINCE'S PRINCE'S STREET STREET CLAREMONT: CLAREMONT: PROPOSED FLATS ON ERF 53521, ADDITIONS TO APPROVED PLAN No A77609 ------. No. 8 PRINCE'S STREET, CLAREMONT.
DESCRIPTION :
COUNCIL SUBMISSION: ELEVATIONS AND SECTION NORTH, EAST & NORTH BOUNDARY WALL ELEVATIONS
Noel A Botha. Architect/Argitek
200 DIAM. PIPE 200 DIAM. PIPE 200 DIAM. PIPE
ARCHITECT:
OWNER:
900
4950
200
5597 BOUNDARY
4950 Stair & attic floor: timber construction.
5597
BOUNDARY LINE
4950 1340
200
BOUNDARY LINE
4950
7160
8500
BOUNDARY
4925 1:100 EAST ELEVATION.
1340
Outline of Building as on Approved Plan No:A77609 (03-07-08)
2400
4925
8500
BOUNDARY LINE
5726
Proposed addition
8740
Proposed addition BOUNDARY 6824
NORTH ELEVATION. 1:100 NORTH ELEVATION. 1:100 SOUTH ELEVATION. 1:100
5726
200 DIAM. PIPE
BOUNDARY
SUMP
BOUNDARY
BOUNDARY LINE
BOUNDARY
RAMP
2100
NORTH ELEVATION. 1:100
SCALE : DATE :
P.O.BOX 2281 CLAREINCH 7740 FAX./PH. (021)-6712335 CEL.082 4540060 23 SUSSEX STREET CLAREMONT 7708 noelarch@cybersmart.co.za
1:100
24-08-2008 08-10-2007
DRAWN :
N.A.B./P.A.S N.A.B./Y.S. N.A.B.
2547 3709 PB 2596
S.A.C.A. REGISTRATION No: ISAA. REG. No: PRACTICE No:
A 315 -02-05 -04-05 -03-05 -02-03 B PROJ. NUMBER :
DRG. NO. :
REV. :