Ground Floor Layout 1:50 - Knysna Municipality · All work to comply with National Building Regulations SANS 10400. No measurements to be scaled. All ... SANS 10160-2:2011. Steps
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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
Additions to existing house on Erf 3112, Sedgefield, for owners: Mr & Mrs Brand
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.
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
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.
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
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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
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.
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
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.
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
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.
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
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.
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
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.
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
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.