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M E E D I N G S R I D EM E E D I N G S R I D E
M A R I G O L D S T R E E T
M A R I G O L D S T R E E T
N 2 H I G H W A YN 2 H I G H W A Y
S E D G E F I E L DS E D G E F I E L D
µ0 0,01 0,02 0,03 0,04 0,050,005 km
Scale: 1:500
Date: 2016/08/01Time: 16:11 (GMT +2)
Coordinate System: GCS WGS 1984Datum: WGS 1984
Please note that due to the number of layers in the tableof content, some items may not appear in the legend
This map was created usingArcMap 10.3
1 cm = Approx. 5 meters
Erf 3112 Sedgefield
DISCLAIMER:Knysna Municipality and the author of this mapaccepts no liability for any action, breach or claimresulting from the use of the GIS informationprovided by the author of this map or for theconsequences of any actions taken on the basis ofthe information provided on this map.It is thus recorded that it remains the responsibility ofthe user of this information to ensure that theinformation is not used contrary to the purpose forwhich it was intended and to exercise reasonablecare when using same.
SED3112_Brand_rev1.pln SED3112_Brand_rev1.pln
0 1 2 3 4 5
Floor Layout
Additions to existing house on Erf 3112, Sedgefield, for owners: Mr & Mrs Brand
of 41
A1SCALE REVISIONPAPER SIZEDRAWING:
PROJECT:
1 Issued for submission
Henry Greyling | Ph 071 382 3566 |[email protected] | www.hgdesign.co.za
Architectural Design & Draugh ng | Project ManagementRegistered SACAP D2253
DRAWING TITLE:
01/03/2017
GENERAL NOTES:All work to comply with National Building Regulations SANS 10400. No measurements to be scaled. Alldimensions to be verified on site. Read drawings in conjunction with Eng. detail.ALL REINFORCED CONCRETE WORK TO BE ACCORDING TO STRUCTURAL ENGINEER'S DESIGNAND DETAIL. The building owner is responsible for ensuring that their project is SANS compliantand signed off by a qualified Engineer.
STAIRS AND RAILING: A NON COMPLIANT BALUSTRADE IS A SAFETY RISK. ENSURE THEBALUSTRADE SYSTEM IS INSTALLED CORRECTLY: SANS 10400 Part B, Part D and Part M, SANS10160-2:2011. Steps and risers as shown. Risers as indicated on drawing and run as indicated ondrawing, minimum balustrade height 1000mm. Opening between rails and / or droppers not to exceed100mm. Any balustrade or wall provided to protect a change in level shall comply with the requirements ofSANS 10400-B.
FIRE PROTECTION: SANS 10400 Part T:The requirements of the Act will be deemed to have been satisfied if the design, construction andequipment of buildings complies with SANS 10400 Part T and satisfies the local authority.
STORM WATER: SANS 10400 Part R:The owner of any site shall provide suitable means for the control and disposal of accumulated stormwaterwhich may run off from any earthworks, building or paving. CONTRACTOR MUST ENSURE THATSTORM WATER DOES NOT DAMAGE EXISTING BUILDING WORK OR NEIGHBOURINGPROPERTIES DURING CONSTRUCTION AND THAT STORMWATER DRAINAGE IS SUFFICIENT.
RAINWATER DISPOSAL:Provide 1m paving around building with fall away from structure where practical. GUTTERS & DOWNPIPES TO BE INSTALLED.
SEWERAGE: All sanitary appliances to be supplied with antisuction traps and/or ventilated according tonbr requirements. -ie's at all bends, connections and changes of gradient with marked covers on groundlevel. Sufficient access panels to be installed in all shafts over ie's. -all sanitary pipes to be accessible. Allreinforced concrete work to be according to structural engineer's design and detail.
SITE PREPARATION:Remove top-soil and organic material within interior footprint of building and paving. Above material not tobe used as backfill. Keep site dry.
FOUNDATION: SANS 10400 Part H:All foundations concrete strip foundations unless specified. Concrete minimum 15MPa after 28 days.
FILLING: SANS 10400 Part J (JJ2.3):Backfill to be compacted in layers not more than 150mm layers to specs.
SURFACE BEDS:Minimum 100mm thick 15MPa on DPC. Expansion joints to be provided 20m² max.
WATERPROOFING: SANS 10400 Part J(JJ3) and Sec. K(KK15): Provide 250 micron USB DPCunderneath all surface beds and 375 micron Black DPC in walls with min. 100mm overlap at joints.Provide "Brickgrip" DPC underneath all window sills. All joints according to specifications.
BRICKWORK: SANS 10400 Part K: Brickwork in stretching bond with minimum joint thickness of 10mm.Interior walls minimum 110mm thick. Brick as indicated. Stock bricks to be kept clean of mortar. Providebrickforce in each layer for foundation walls, (5 layers minimum), each layer above windows and doors andat 4 course intervals: use alternate layer of 75mm brickforce and butterfly tie-wires for all other 280mmbrickwork. Use 75mm brickforce in each course every 4 layers for 110mm and 220mm brick walls.
PLASTER WORK:One layer plaster minimum 12mm thick.
ROOF:Construction & Material to comply with SANS 10400 Part L and SANS 1900:2009
GLAZING:SANS 10400 Part N, SABS 0137-200, SABS 1263: Clear Glass unless specified. Mark all sliding doorsvisible. SAFETY GLASS IN ALL DOORS AND WINDOWS LOWER THAN 300mm FROM GROUNDLEVEL AND LARGER THAN 1 m².
GEYSERS: SABS 0254With drip-tray.
SPACE HEATING & CHIMNEYS:To comply with SANS 10400: Part V.
ALL WORK TO BE PERFORMED TO MUNICIPAL & NATIONAL BUILDING REGULATIONS SANS 10400
COPYRIGHT NOTICECopyright © 2016 SH Greyling. Copyright subsists in this drawing. The person or entity whose name appears in the title blockof this drawing, is hereby granted a non-exclusive license to use, display, print and / or reproduce this drawing to the extentnecessary to carry out and complete the project described in the title block of this drawing.This license in respect of the copyright is expressly limited as aforesaid and the person and/or entity referred to above shallnot be entitled to grant sub-licenses in respect of the copyright in this drawing to any other entity. This license confers no ownership rights in the copyright vesting in the drawing and this drawing and the copyright subsistingtherein will, at all times, remain the property of SH Greyling.Any unauthorized reproduction, publication, transmission, adaptation and/or inclusion of this drawing in a cinematograph filmor television broadcast is an act of copyright infringement which will render the doer of the act liable for civil law copyrightinfringement and may in certain circumstances render the doer liable to criminal prosecution. Requests and enquiriesconcerning this drawing and the rights subsisting therein should be addressed to the copyright owner.
ACTS OF PARLIAMENTAll Contractors shall ensure that, before any work is put in hand, they comply with all the necessary Acts of Parliament of theRepublic of South Africa.
asshown
SHEET:
REVISION DATE REVISION DETAILS
5cm on original A1 drawing
As-built loft room 23.17m²As-built enclosed patio 16.93m² *As-built garden sheds 13.32m² *New Garage and flatlet 88.38m² *
Total 141.80m²
Coverage (Footprint) 118.63m²FAR 141.80m²
DRAWN BY Rita
Ground floor 114.00m² *
Total 114.00m²
Coverage (Footprint) 114.00m²FAR 114.00m²
AREASPREVIOUSLY APPROVED NEW / UPDATED
* areas to be included in Coverage (Footprint)
ALLOWED ACTUALZoning Single ResidentialCoverage (Footprint) 50%FAR
Erf 788.00m² Coverage (Footprint) 232.63m² 29.52%FAR 255.80m² 0.32Height 5.02m
0 Issued for approval17/02/2017
W
DR W
F
F
W03
W03
W02
D01
D03
D02
D05
W04 W04
D06
W06
D08
D07
W07
D09
W09
W10
D10W08
D04
W01
UP
1
2
3
4
5
6
7
8
9
10
11
12
13
14
300
300
600
300
300
270
1 10
027
07
760
270
270
2 77
511
56
240
270
9 67
0
270 1 510115
1 275 270 6 000 270 2 530230
270 2 900 270
3 440 6 270 2 76012 470
270
1 10
027
04
700
230
960
270
1 60
0
1 37
04
970
3 06
0
2 89
6
5 845
270 2 900140
600
600
C C
A A
BB
D D
New 50mm waste pipe,connected to existing sewer
Conceal existing sewer incabinet to allow acccess toIE's.Ensure vent valve is ventedto exterior.
Obscure glass bricks
Obscure glass bricks
Obscure glass bricks
Future timber staircase:Truss modification to engineers design
As-builtenclosed patio
16.93 m²(deck)
ExistingLounge / Dining
(tiles)
ExistingStudy
(laminate)
ExistingBedroom 2
(carpet)
ExistingBathroom 2
(tiles)
ExistingBathroom 1
(tiles)
ExistingBedroom 1
(carpet)
ExistingKitchen(tiles)
ExistingScullery(tiles)
NewEntrance lobby
4.05 m²(tiles)
NewCovered porch
2.43 m²(tiles)
NewGarage
47.57 m²(tiles)
NewGuest room &
bathroom26.48 m²
(tiles)
existing sewer
exis
ting
sew
er
re
ie ie
re
Existingconservancy
tank
new 110Ø PVC sewer pipe, min fall 1:40
Fire
wal
l
Fire
wal
l
Fire door
Ground Floor Layout 1:50
GSPublisherVersion 0.0.100.100
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M E E D I N G S R I D EM E E D I N G S R I D E
M A R I G O L D S T R E E T
M A R I G O L D S T R E E T
N 2 H I G H W A YN 2 H I G H W A Y
S E D G E F I E L DS E D G E F I E L D
µ0 0,01 0,02 0,03 0,04 0,050,005 km
Scale: 1:500
Date: 2016/08/01Time: 16:11 (GMT +2)
Coordinate System: GCS WGS 1984Datum: WGS 1984
Please note that due to the number of layers in the tableof content, some items may not appear in the legend
This map was created usingArcMap 10.3
1 cm = Approx. 5 meters
Erf 3112 Sedgefield
DISCLAIMER:Knysna Municipality and the author of this mapaccepts no liability for any action, breach or claimresulting from the use of the GIS informationprovided by the author of this map or for theconsequences of any actions taken on the basis ofthe information provided on this map.It is thus recorded that it remains the responsibility ofthe user of this information to ensure that theinformation is not used contrary to the purpose forwhich it was intended and to exercise reasonablecare when using same.
SED3112_Brand_rev1.pln SED3112_Brand_rev1.pln
0 1 2 3 4 5
Floor Layout, Sections
Additions to existing house on Erf 3112, Sedgefield, for owners: Mr & Mrs Brand
of 42
A1SCALE REVISIONPAPER SIZEDRAWING:
PROJECT:
1 Issued for submission
Henry Greyling | Ph 071 382 3566 |[email protected] | www.hgdesign.co.za
Architectural Design & Draugh ng | Project ManagementRegistered SACAP D2253
DRAWING TITLE:
01/03/2017
GENERAL NOTES:All work to comply with National Building Regulations SANS 10400. No measurements to be scaled. Alldimensions to be verified on site. Read drawings in conjunction with Eng. detail.ALL REINFORCED CONCRETE WORK TO BE ACCORDING TO STRUCTURAL ENGINEER'S DESIGNAND DETAIL. The building owner is responsible for ensuring that their project is SANS compliantand signed off by a qualified Engineer.
STAIRS AND RAILING: A NON COMPLIANT BALUSTRADE IS A SAFETY RISK. ENSURE THEBALUSTRADE SYSTEM IS INSTALLED CORRECTLY: SANS 10400 Part B, Part D and Part M, SANS10160-2:2011. Steps and risers as shown. Risers as indicated on drawing and run as indicated ondrawing, minimum balustrade height 1000mm. Opening between rails and / or droppers not to exceed100mm. Any balustrade or wall provided to protect a change in level shall comply with the requirements ofSANS 10400-B.
FIRE PROTECTION: SANS 10400 Part T:The requirements of the Act will be deemed to have been satisfied if the design, construction andequipment of buildings complies with SANS 10400 Part T and satisfies the local authority.
STORM WATER: SANS 10400 Part R:The owner of any site shall provide suitable means for the control and disposal of accumulated stormwaterwhich may run off from any earthworks, building or paving. CONTRACTOR MUST ENSURE THATSTORM WATER DOES NOT DAMAGE EXISTING BUILDING WORK OR NEIGHBOURINGPROPERTIES DURING CONSTRUCTION AND THAT STORMWATER DRAINAGE IS SUFFICIENT.
RAINWATER DISPOSAL:Provide 1m paving around building with fall away from structure where practical. GUTTERS & DOWNPIPES TO BE INSTALLED.
SEWERAGE: All sanitary appliances to be supplied with antisuction traps and/or ventilated according tonbr requirements. -ie's at all bends, connections and changes of gradient with marked covers on groundlevel. Sufficient access panels to be installed in all shafts over ie's. -all sanitary pipes to be accessible. Allreinforced concrete work to be according to structural engineer's design and detail.
SITE PREPARATION:Remove top-soil and organic material within interior footprint of building and paving. Above material not tobe used as backfill. Keep site dry.
FOUNDATION: SANS 10400 Part H:All foundations concrete strip foundations unless specified. Concrete minimum 15MPa after 28 days.
FILLING: SANS 10400 Part J (JJ2.3):Backfill to be compacted in layers not more than 150mm layers to specs.
SURFACE BEDS:Minimum 100mm thick 15MPa on DPC. Expansion joints to be provided 20m² max.
WATERPROOFING: SANS 10400 Part J(JJ3) and Sec. K(KK15): Provide 250 micron USB DPCunderneath all surface beds and 375 micron Black DPC in walls with min. 100mm overlap at joints.Provide "Brickgrip" DPC underneath all window sills. All joints according to specifications.
BRICKWORK: SANS 10400 Part K: Brickwork in stretching bond with minimum joint thickness of 10mm.Interior walls minimum 110mm thick. Brick as indicated. Stock bricks to be kept clean of mortar. Providebrickforce in each layer for foundation walls, (5 layers minimum), each layer above windows and doors andat 4 course intervals: use alternate layer of 75mm brickforce and butterfly tie-wires for all other 280mmbrickwork. Use 75mm brickforce in each course every 4 layers for 110mm and 220mm brick walls.
PLASTER WORK:One layer plaster minimum 12mm thick.
ROOF:Construction & Material to comply with SANS 10400 Part L and SANS 1900:2009
GLAZING:SANS 10400 Part N, SABS 0137-200, SABS 1263: Clear Glass unless specified. Mark all sliding doorsvisible. SAFETY GLASS IN ALL DOORS AND WINDOWS LOWER THAN 300mm FROM GROUNDLEVEL AND LARGER THAN 1 m².
GEYSERS: SABS 0254With drip-tray.
SPACE HEATING & CHIMNEYS:To comply with SANS 10400: Part V.
ALL WORK TO BE PERFORMED TO MUNICIPAL & NATIONAL BUILDING REGULATIONS SANS 10400
COPYRIGHT NOTICECopyright © 2016 SH Greyling. Copyright subsists in this drawing. The person or entity whose name appears in the title blockof this drawing, is hereby granted a non-exclusive license to use, display, print and / or reproduce this drawing to the extentnecessary to carry out and complete the project described in the title block of this drawing.This license in respect of the copyright is expressly limited as aforesaid and the person and/or entity referred to above shallnot be entitled to grant sub-licenses in respect of the copyright in this drawing to any other entity. This license confers no ownership rights in the copyright vesting in the drawing and this drawing and the copyright subsistingtherein will, at all times, remain the property of SH Greyling.Any unauthorized reproduction, publication, transmission, adaptation and/or inclusion of this drawing in a cinematograph filmor television broadcast is an act of copyright infringement which will render the doer of the act liable for civil law copyrightinfringement and may in certain circumstances render the doer liable to criminal prosecution. Requests and enquiriesconcerning this drawing and the rights subsisting therein should be addressed to the copyright owner.
ACTS OF PARLIAMENTAll Contractors shall ensure that, before any work is put in hand, they comply with all the necessary Acts of Parliament of theRepublic of South Africa.
asshown
SHEET:
REVISION DATE REVISION DETAILS
5cm on original A1 drawing
As-built loft room 23.17m²As-built enclosed patio 16.93m² *As-built garden sheds 13.32m² *New Garage and flatlet 88.38m² *
Total 141.80m²
Coverage (Footprint) 118.63m²FAR 141.80m²
DRAWN BY Rita
Ground floor 114.00m² *
Total 114.00m²
Coverage (Footprint) 114.00m²FAR 114.00m²
AREASPREVIOUSLY APPROVED NEW / UPDATED
* areas to be included in Coverage (Footprint)
ALLOWED ACTUALZoning Single ResidentialCoverage (Footprint) 50%FAR
Erf 788.00m² Coverage (Footprint) 232.63m² 29.52%FAR 255.80m² 0.32Height 5.02m
0 Issued for approval17/02/2017
A A
BB
4 086
5 29
8
1 143 360
7064
0
As-builtLoft room21.65 m²(timber)
trap door withpull down
ladder
Futu
re h
ole
for s
teps
. Min
hea
d he
ight
= 2
100m
m.
Trus
ses
as p
er e
ngin
eer.
1 36
4 2 02
7
1 87
8
600 600
2 45
0
2 68
8
4 81
6
5 01
6
As-builtLoft room
ExistingStudy
ExistingLounge
ExistingBedroom
18°
FFLNGL
11 1 12
3
4
5
6
7
2
3
3
8 8 88
8
2 61
4
2 27
12 10
6
1 83
1
1 36
4
2 68
8
140
2 71
5
210
13
7
5
4
Futurestaircase
6
As-builtLoft room
ExistingLounge
Amendedenclosed patio
7°
FFLNGL
DPC
19
12 11
2 45
0
50
140
167
700
230
700
230
4 95
6
700
230
2 45
0
18
NewGuest room
18°
NewGarage
NewEntrance hall
Site
bou
ndar
y
FFLNGL
DPC DPC DPC
14 14 1415
15 15
16 21
16
1717 17
17
1920
17 22
600
2 55
0
2 45
0
50
140
167
4 86
6
700
230
700
230
18
Newbathroom
18°
NewGarage
Site
bou
ndar
y
FFLNGL
DPC DPC
1415
16
17
20
1415
SECTION LEGEND:
FFL - FINAL FLOOR LEVEL, NGL - NATURAL GROUND LEVEL
NEW CONSTRUCTION TO MATCH EXISTING HOUSE AS MUCH ASPOSSIBLE
1. Existing foundations and brick rising walls.2. Existing concrete slab.3. Existing walls: 230 brick walls, plaster & paint exterior & interior.4. Existing roof: 18° pitch, tiles on timber purlins on timber 38x152 timber rafters ceillings in rooms.5. As-built timber floor boards on existing tiebeams as per engineer.6. As-built fibre cement ceiling boards between existing rafters.7. As built timber walls.8. Existing timber frame windows and doors.9. As-built foundations and brick rising walls.10. As-built concrete slab, finished with timber deck.11. As-built roof: 7°, corrugated polycarbonate sheets on 50x50mm timber purlins @ 950 ctc on 38x152mm rafters @ 961 ctc.12. 100x100 posts with timber infill panels to close deck in.13. 38x220 timber facia.14. RC strip foundations min 250x700mm, as specified by engineer. 330mm brick rising walls, brickforce every course up to slab level. Concrete infill.15. 100mm RC surface bed on 250 micron DPC on compacted level hardcore. Screed finish.16. 230mm wall, on horizontal dpc. 220mm brickforce every 6th course. Exterior skin plaster & paint to match existing, plaster & paint interior. Fire wall between garage and other rooms.17. Timber frame windows and doors as per schedule. All glass to SABS 0400 Part N. Lintols above all openings.18: Roof: Pitch 18°. Tiles (to match existing) on 38x38mm battens @ 340mm c/c max on on Alububble (or similar) damp proof reflective membrane on 38x228 CCA Sa Pine trusses @ 900mm c/c max. Designed by specialist. 38x76mm wallplate. Insulation to conform to SANS 10400-XA:2011. Facia & bargeboards, painted to match existing. Plasterboard ceilings, painted white. Gutters and downpipes to match existing.19. Timber fire door.20. Garage door to owners specification.21. Timber fire wall.22. Obscure glass bricks.
Loft Room Layout 1:50
A Section 1:50 B Section 1:50
C Section 1:50
D Section 1:50
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M E E D I N G S R I D EM E E D I N G S R I D E
M A R I G O L D S T R E E T
M A R I G O L D S T R E E T
N 2 H I G H W A YN 2 H I G H W A Y
S E D G E F I E L DS E D G E F I E L D
µ0 0,01 0,02 0,03 0,04 0,050,005 km
Scale: 1:500
Date: 2016/08/01Time: 16:11 (GMT +2)
Coordinate System: GCS WGS 1984Datum: WGS 1984
Please note that due to the number of layers in the tableof content, some items may not appear in the legend
This map was created usingArcMap 10.3
1 cm = Approx. 5 meters
Erf 3112 Sedgefield
DISCLAIMER:Knysna Municipality and the author of this mapaccepts no liability for any action, breach or claimresulting from the use of the GIS informationprovided by the author of this map or for theconsequences of any actions taken on the basis ofthe information provided on this map.It is thus recorded that it remains the responsibility ofthe user of this information to ensure that theinformation is not used contrary to the purpose forwhich it was intended and to exercise reasonablecare when using same.
SED3112_Brand_rev1.pln SED3112_Brand_rev1.pln
0 1 2 3 4 5
Elevations
Additions to existing house on Erf 3112, Sedgefield, for owners: Mr & Mrs Brand
of 43
A1SCALE REVISIONPAPER SIZEDRAWING:
PROJECT:
1 Issued for submission
Henry Greyling | Ph 071 382 3566 |[email protected] | www.hgdesign.co.za
Architectural Design & Draugh ng | Project ManagementRegistered SACAP D2253
DRAWING TITLE:
01/03/2017
GENERAL NOTES:All work to comply with National Building Regulations SANS 10400. No measurements to be scaled. Alldimensions to be verified on site. Read drawings in conjunction with Eng. detail.ALL REINFORCED CONCRETE WORK TO BE ACCORDING TO STRUCTURAL ENGINEER'S DESIGNAND DETAIL. The building owner is responsible for ensuring that their project is SANS compliantand signed off by a qualified Engineer.
STAIRS AND RAILING: A NON COMPLIANT BALUSTRADE IS A SAFETY RISK. ENSURE THEBALUSTRADE SYSTEM IS INSTALLED CORRECTLY: SANS 10400 Part B, Part D and Part M, SANS10160-2:2011. Steps and risers as shown. Risers as indicated on drawing and run as indicated ondrawing, minimum balustrade height 1000mm. Opening between rails and / or droppers not to exceed100mm. Any balustrade or wall provided to protect a change in level shall comply with the requirements ofSANS 10400-B.
FIRE PROTECTION: SANS 10400 Part T:The requirements of the Act will be deemed to have been satisfied if the design, construction andequipment of buildings complies with SANS 10400 Part T and satisfies the local authority.
STORM WATER: SANS 10400 Part R:The owner of any site shall provide suitable means for the control and disposal of accumulated stormwaterwhich may run off from any earthworks, building or paving. CONTRACTOR MUST ENSURE THATSTORM WATER DOES NOT DAMAGE EXISTING BUILDING WORK OR NEIGHBOURINGPROPERTIES DURING CONSTRUCTION AND THAT STORMWATER DRAINAGE IS SUFFICIENT.
RAINWATER DISPOSAL:Provide 1m paving around building with fall away from structure where practical. GUTTERS & DOWNPIPES TO BE INSTALLED.
SEWERAGE: All sanitary appliances to be supplied with antisuction traps and/or ventilated according tonbr requirements. -ie's at all bends, connections and changes of gradient with marked covers on groundlevel. Sufficient access panels to be installed in all shafts over ie's. -all sanitary pipes to be accessible. Allreinforced concrete work to be according to structural engineer's design and detail.
SITE PREPARATION:Remove top-soil and organic material within interior footprint of building and paving. Above material not tobe used as backfill. Keep site dry.
FOUNDATION: SANS 10400 Part H:All foundations concrete strip foundations unless specified. Concrete minimum 15MPa after 28 days.
FILLING: SANS 10400 Part J (JJ2.3):Backfill to be compacted in layers not more than 150mm layers to specs.
SURFACE BEDS:Minimum 100mm thick 15MPa on DPC. Expansion joints to be provided 20m² max.
WATERPROOFING: SANS 10400 Part J(JJ3) and Sec. K(KK15): Provide 250 micron USB DPCunderneath all surface beds and 375 micron Black DPC in walls with min. 100mm overlap at joints.Provide "Brickgrip" DPC underneath all window sills. All joints according to specifications.
BRICKWORK: SANS 10400 Part K: Brickwork in stretching bond with minimum joint thickness of 10mm.Interior walls minimum 110mm thick. Brick as indicated. Stock bricks to be kept clean of mortar. Providebrickforce in each layer for foundation walls, (5 layers minimum), each layer above windows and doors andat 4 course intervals: use alternate layer of 75mm brickforce and butterfly tie-wires for all other 280mmbrickwork. Use 75mm brickforce in each course every 4 layers for 110mm and 220mm brick walls.
PLASTER WORK:One layer plaster minimum 12mm thick.
ROOF:Construction & Material to comply with SANS 10400 Part L and SANS 1900:2009
GLAZING:SANS 10400 Part N, SABS 0137-200, SABS 1263: Clear Glass unless specified. Mark all sliding doorsvisible. SAFETY GLASS IN ALL DOORS AND WINDOWS LOWER THAN 300mm FROM GROUNDLEVEL AND LARGER THAN 1 m².
GEYSERS: SABS 0254With drip-tray.
SPACE HEATING & CHIMNEYS:To comply with SANS 10400: Part V.
ALL WORK TO BE PERFORMED TO MUNICIPAL & NATIONAL BUILDING REGULATIONS SANS 10400
COPYRIGHT NOTICECopyright © 2016 SH Greyling. Copyright subsists in this drawing. The person or entity whose name appears in the title blockof this drawing, is hereby granted a non-exclusive license to use, display, print and / or reproduce this drawing to the extentnecessary to carry out and complete the project described in the title block of this drawing.This license in respect of the copyright is expressly limited as aforesaid and the person and/or entity referred to above shallnot be entitled to grant sub-licenses in respect of the copyright in this drawing to any other entity. This license confers no ownership rights in the copyright vesting in the drawing and this drawing and the copyright subsistingtherein will, at all times, remain the property of SH Greyling.Any unauthorized reproduction, publication, transmission, adaptation and/or inclusion of this drawing in a cinematograph filmor television broadcast is an act of copyright infringement which will render the doer of the act liable for civil law copyrightinfringement and may in certain circumstances render the doer liable to criminal prosecution. Requests and enquiriesconcerning this drawing and the rights subsisting therein should be addressed to the copyright owner.
ACTS OF PARLIAMENTAll Contractors shall ensure that, before any work is put in hand, they comply with all the necessary Acts of Parliament of theRepublic of South Africa.
asshown
SHEET:
REVISION DATE REVISION DETAILS
5cm on original A1 drawing
As-built loft room 23.17m²As-built enclosed patio 16.93m² *As-built garden sheds 13.32m² *New Garage and flatlet 88.38m² *
Total 141.80m²
Coverage (Footprint) 118.63m²FAR 141.80m²
DRAWN BY Rita
Ground floor 114.00m² *
Total 114.00m²
Coverage (Footprint) 114.00m²FAR 114.00m²
AREASPREVIOUSLY APPROVED NEW / UPDATED
* areas to be included in Coverage (Footprint)
ALLOWED ACTUALZoning Single ResidentialCoverage (Footprint) 50%FAR
Erf 788.00m² Coverage (Footprint) 232.63m² 29.52%FAR 255.80m² 0.32Height 5.02m
0 Issued for approval17/02/2017
Reveal to matchexisting house
Plaster & paintNew
plaster & paint
New tiles
Newplaster & paint
Polycarbonate sheets
Tiles
Plaster & paint
Tiles
Reveal to match existing house
Tiles
Plaster & paint
Newplaster & paint
Newplaster & paint
New tiles
New tiles
Newplaster & paint
As-builtpolycarbonate sheets
Plaster & paint As-builtPlaster & paint
Reveal to matchexisting house
Tiles
Plaster & paint
Newplaster & paint
New tiles
New tiles
Newplaster & paint
Newplaster & paint
Plaster & paint
whb
wc
sh
whb
wc
b
s
re ie ie
reto existing conservancy tank
reExisting sewer
new 110Ø PVC sewer pipe, min fall 1:40
new 110Ø PVC sewer pipe, min fall 1:40
Obscure glass bricks
Tiles
Plaster & paint
Newplaster & paint
As-builtpolycarbonate sheets
New tiles
North Elevation 1:50
East Elevation 1:50
South Elevation 1:50
West Elevation 1:50
GSPublisherVersion 0.0.100.100
5049
3110
2481
3111
3113
3112
3114
2815
2816
2817
2457
3115
2818
2480
2488
M E E D I N G S R I D EM E E D I N G S R I D E
M A R I G O L D S T R E E T
M A R I G O L D S T R E E T
N 2 H I G H W A YN 2 H I G H W A Y
S E D G E F I E L DS E D G E F I E L D
µ0 0,01 0,02 0,03 0,04 0,050,005 km
Scale: 1:500
Date: 2016/08/01Time: 16:11 (GMT +2)
Coordinate System: GCS WGS 1984Datum: WGS 1984
Please note that due to the number of layers in the tableof content, some items may not appear in the legend
This map was created usingArcMap 10.3
1 cm = Approx. 5 meters
Erf 3112 Sedgefield
DISCLAIMER:Knysna Municipality and the author of this mapaccepts no liability for any action, breach or claimresulting from the use of the GIS informationprovided by the author of this map or for theconsequences of any actions taken on the basis ofthe information provided on this map.It is thus recorded that it remains the responsibility ofthe user of this information to ensure that theinformation is not used contrary to the purpose forwhich it was intended and to exercise reasonablecare when using same.
SED3112_Brand_rev1.pln SED3112_Brand_rev1.pln
0 1 2 3 4 5
Site layout, Schedules
Additions to existing house on Erf 3112, Sedgefield, for owners: Mr & Mrs Brand
of 44
A1SCALE REVISIONPAPER SIZEDRAWING:
PROJECT:
1 Issued for submission
Henry Greyling | Ph 071 382 3566 |[email protected] | www.hgdesign.co.za
Architectural Design & Draugh ng | Project ManagementRegistered SACAP D2253
DRAWING TITLE:
01/03/2017
GENERAL NOTES:All work to comply with National Building Regulations SANS 10400. No measurements to be scaled. Alldimensions to be verified on site. Read drawings in conjunction with Eng. detail.ALL REINFORCED CONCRETE WORK TO BE ACCORDING TO STRUCTURAL ENGINEER'S DESIGNAND DETAIL. The building owner is responsible for ensuring that their project is SANS compliantand signed off by a qualified Engineer.
STAIRS AND RAILING: A NON COMPLIANT BALUSTRADE IS A SAFETY RISK. ENSURE THEBALUSTRADE SYSTEM IS INSTALLED CORRECTLY: SANS 10400 Part B, Part D and Part M, SANS10160-2:2011. Steps and risers as shown. Risers as indicated on drawing and run as indicated ondrawing, minimum balustrade height 1000mm. Opening between rails and / or droppers not to exceed100mm. Any balustrade or wall provided to protect a change in level shall comply with the requirements ofSANS 10400-B.
FIRE PROTECTION: SANS 10400 Part T:The requirements of the Act will be deemed to have been satisfied if the design, construction andequipment of buildings complies with SANS 10400 Part T and satisfies the local authority.
STORM WATER: SANS 10400 Part R:The owner of any site shall provide suitable means for the control and disposal of accumulated stormwaterwhich may run off from any earthworks, building or paving. CONTRACTOR MUST ENSURE THATSTORM WATER DOES NOT DAMAGE EXISTING BUILDING WORK OR NEIGHBOURINGPROPERTIES DURING CONSTRUCTION AND THAT STORMWATER DRAINAGE IS SUFFICIENT.
RAINWATER DISPOSAL:Provide 1m paving around building with fall away from structure where practical. GUTTERS & DOWNPIPES TO BE INSTALLED.
SEWERAGE: All sanitary appliances to be supplied with antisuction traps and/or ventilated according tonbr requirements. -ie's at all bends, connections and changes of gradient with marked covers on groundlevel. Sufficient access panels to be installed in all shafts over ie's. -all sanitary pipes to be accessible. Allreinforced concrete work to be according to structural engineer's design and detail.
SITE PREPARATION:Remove top-soil and organic material within interior footprint of building and paving. Above material not tobe used as backfill. Keep site dry.
FOUNDATION: SANS 10400 Part H:All foundations concrete strip foundations unless specified. Concrete minimum 15MPa after 28 days.
FILLING: SANS 10400 Part J (JJ2.3):Backfill to be compacted in layers not more than 150mm layers to specs.
SURFACE BEDS:Minimum 100mm thick 15MPa on DPC. Expansion joints to be provided 20m² max.
WATERPROOFING: SANS 10400 Part J(JJ3) and Sec. K(KK15): Provide 250 micron USB DPCunderneath all surface beds and 375 micron Black DPC in walls with min. 100mm overlap at joints.Provide "Brickgrip" DPC underneath all window sills. All joints according to specifications.
BRICKWORK: SANS 10400 Part K: Brickwork in stretching bond with minimum joint thickness of 10mm.Interior walls minimum 110mm thick. Brick as indicated. Stock bricks to be kept clean of mortar. Providebrickforce in each layer for foundation walls, (5 layers minimum), each layer above windows and doors andat 4 course intervals: use alternate layer of 75mm brickforce and butterfly tie-wires for all other 280mmbrickwork. Use 75mm brickforce in each course every 4 layers for 110mm and 220mm brick walls.
PLASTER WORK:One layer plaster minimum 12mm thick.
ROOF:Construction & Material to comply with SANS 10400 Part L and SANS 1900:2009
GLAZING:SANS 10400 Part N, SABS 0137-200, SABS 1263: Clear Glass unless specified. Mark all sliding doorsvisible. SAFETY GLASS IN ALL DOORS AND WINDOWS LOWER THAN 300mm FROM GROUNDLEVEL AND LARGER THAN 1 m².
GEYSERS: SABS 0254With drip-tray.
SPACE HEATING & CHIMNEYS:To comply with SANS 10400: Part V.
ALL WORK TO BE PERFORMED TO MUNICIPAL & NATIONAL BUILDING REGULATIONS SANS 10400
COPYRIGHT NOTICECopyright © 2016 SH Greyling. Copyright subsists in this drawing. The person or entity whose name appears in the title blockof this drawing, is hereby granted a non-exclusive license to use, display, print and / or reproduce this drawing to the extentnecessary to carry out and complete the project described in the title block of this drawing.This license in respect of the copyright is expressly limited as aforesaid and the person and/or entity referred to above shallnot be entitled to grant sub-licenses in respect of the copyright in this drawing to any other entity. This license confers no ownership rights in the copyright vesting in the drawing and this drawing and the copyright subsistingtherein will, at all times, remain the property of SH Greyling.Any unauthorized reproduction, publication, transmission, adaptation and/or inclusion of this drawing in a cinematograph filmor television broadcast is an act of copyright infringement which will render the doer of the act liable for civil law copyrightinfringement and may in certain circumstances render the doer liable to criminal prosecution. Requests and enquiriesconcerning this drawing and the rights subsisting therein should be addressed to the copyright owner.
ACTS OF PARLIAMENTAll Contractors shall ensure that, before any work is put in hand, they comply with all the necessary Acts of Parliament of theRepublic of South Africa.
asshown
SHEET:
REVISION DATE REVISION DETAILS
5cm on original A1 drawing
As-built loft room 23.17m²As-built enclosed patio 16.93m² *As-built garden sheds 13.32m² *New Garage and flatlet 88.38m² *
Total 141.80m²
Coverage (Footprint) 118.63m²FAR 141.80m²
DRAWN BY Rita
Ground floor 114.00m² *
Total 114.00m²
Coverage (Footprint) 114.00m²FAR 114.00m²
AREASPREVIOUSLY APPROVED NEW / UPDATED
* areas to be included in Coverage (Footprint)
ALLOWED ACTUALZoning Single ResidentialCoverage (Footprint) 50%FAR
Erf 788.00m² Coverage (Footprint) 232.63m² 29.52%FAR 255.80m² 0.32Height 5.02m
0 Issued for approval17/02/2017
N
3 25
0
167
3 053
6 257
11 8
04
899
902
370
6 66
0
3 000
3 00
0
1 800 2 400
1 88
0
National Road
Marigold Street
Erf 3111
Erf 3112,Sedgefield
28 Marigold Street
Erf 3113
22.50m
22.50m
35.0
0m
35.0
0m
3m B
uild
ing
line
3m B
uild
ing
line
3m Building line
5m Building line
Garden shed
Gardenshed
Existing house
Proposedaddition
As-builtenclosed patio
Existconservancytank
exis
t sew
er
re
re
new sewer, 1:40 fall
Existing 1.8m precast concrete wall
Exis
ting
1.8m
pre
cast
con
cret
e w
all
Exis
ting
1.8m
pre
cast
con
cret
e w
all
Existing 1.2mprecast concretewall
Label on plan D01 D02 D03 D04 D05 D06 D07 D08 D09 D10W x H Size 1 500x2 100 860x2 200 2 390x2 200 900x2 100 4 800x2 100 900x2 100 800x2 100 1 500x2 100 2 000x2 100 2 694x2 100
View from SideOpposite to OpeningSide
Door List
Label on plan W01 W02 W03 W04 W06 W07 W08 W09 W10Quantity 1 1 2 2 1 1 1 1 1W x H Size 1 200x1 200 600x1 800 1 700x900 600x600 600x2 100 600x2 100 2 695x900 600x900 1 956x900
Elevation view
Window schedule
400
400
1 80
0
100x100mm RCVibracrete post
1800mm AVERAGE ABOVENATURAL GROUND LEVEL
100x100mm RCVIBRACRETEPOST
300X1400mm RCVIBRACRETEPANEL
38X300X1400mmRC Vibracretepanel
RC Footing
site
bou
ndar
y
Wall not toencroachoverboundary
NATURAL GROUND LEVEL
Site Layout 1:100
Typical Garden wall details 1:50