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
Previous Erf 195 Sedgefield
DISCLAIMER:Knysna Municipality and the author of this map accepts no liability for any action,breach or claim resulting from the use of the GIS information provided by the author ofthis map or for the consequences of any actions taken on the basis of the informationprovided on this map.It is thus recorded that it remains the responsibility of the user of this information toensure that the information is not used contrary to the purpose for which it was intendedand to exercise reasonable care when using same.
SED195_Holloway_rev2.pln SED195_Holloway_rev2.pln
0 1 2 3 4 5
Floor plan, site, fence details
Additions to existing house on Erf 195, Sedgefield, for owner: Mr & Mrs Holloway
of 21
A1SCALE REVISIONPAPER SIZEDRAWING:
PROJECT:
0 Issued for approvalREVISION DATE REVISION DETAILS
Architectural Design & Draugh ng | Project ManagementRegistered SACAP D2253
DRAWING TITLE:
17/06/2016
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.
AREAS:
Previously approved areas 165.82m²House, garage & wendy (x2) 165.82m²
1 Amended rafter specification12/07/20162 Amended fence and carport04/08/2016
N
5000 6
262
5 577
3 57
0 3000
4 059
5 000
4 500
7 00
07
491
39.360m
3m building line
3m b
uild
ing
line
5m building line
10.5
00m
11.330m5m building line
24.600m
8.720
m
13.0
60m
Erf 194
Erf 187
Erf 1958 FlamingoAvenue,Sedgefield
Flamingo Avenue
Swan Street
Sedg
ewar
bler
Way
5m building line
Existing 1.8m Vibracrete wall
Extend existing 1.2m high Vibracrete wall to 1.8m
Extend existing 1.2m highVibracrete wall to 1.8m
1.5m high timberpicket fence
1.5m high timberpicket fence
1.5m high timberpicket fence
1.5m high sliding gate
76 20
1 50
01500mm AVERAGE ABOVENATURAL GROUND LEVELMIN. 75mm DIA CCA
SA PINE POST @3000mm C/C
22x76x1500mmCCA SA PINE
PICKET
NATURAL GROUND LEVEL
WD
R
UP
1234
5
6
7
8
9
10
11
12
13
3 600
1 180 355 3 690 355
355
132
173
355
2 88
835
52
888
355
5 580
6 84
0
A A
Removewindow, fit fireproof door
Fire proof wall
Amendedgarage38.09m²(screed)
roof
line
Existinghouse
Toolstorage
400
400
MIN. 75mm DIA CCASA PINE POST @3000mm C/C
38x114mm CCA SAPINE BEAM
38x114mm CCA SAPINE BEAM
RC FOOTING
22x76x1500mmCCA SA PINE
PICKET
site
bou
ndar
y
FENCE NOT TOENCROACHOVERBOUNDARY
5 CSG 1:2000
4 Site plan 1:100
2 Typical fence elevation 1:20
1 Floor Plan 1:50
3 Typical fence section 1:20
GSPublisherVersion 0.0.100.100
4970
4302
203
195
2077
1740
160
4769
1746
F L A M I N G O A V E N U E
F L A M I N G O A V E N U E
SWA N S T R E E T
S WA N S T R E E T
S E D G E WA R B L E R S
T R E E T
S E D G E WA R B L E R S
T R E E T
F L A M I N G O S T R E E T
F L A M I N G O S T R E E T
S WA N S
T R E E T
S WA N S
T R E E T
µ0 0,02 0,040,01 km
Scale: 1:500
Date: 2016/06/02Time: 15:17 (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
Previous Erf 195 Sedgefield
DISCLAIMER:Knysna Municipality and the author of this map accepts no liability for any action,breach or claim resulting from the use of the GIS information provided by the author ofthis map or for the consequences of any actions taken on the basis of the informationprovided on this map.It is thus recorded that it remains the responsibility of the user of this information toensure that the information is not used contrary to the purpose for which it was intendedand to exercise reasonable care when using same.
SED195_Holloway_rev2.pln SED195_Holloway_rev2.pln
0 1 2 3 4 5
Elevations & section
Additions to existing house on Erf 195, Sedgefield, for owner: Mr & Mrs Holloway
of 22
A1SCALE REVISIONPAPER SIZEDRAWING:
PROJECT:
0 Issued for approvalREVISION DATE REVISION DETAILS
Architectural Design & Draugh ng | Project ManagementRegistered SACAP D2253
DRAWING TITLE:
17/06/2016
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.
AREAS:
Previously approved areas 165.82m²House, garage & wendy (x2) 165.82m²
THE NEW CONSTRUCTION TO MATCH EXISTING HOUSE AS MUCH AS POSSIBLE
1. Existing foundations and brick rising walls.2. Existing concrete slab.3. Existing walls: 230 brick walls, facebrick exterior skin, plaster & paint interior.4. Existing roof as per approved plan:119/1991/1955. New garage doors as chosen by owner.6. New external door as chosen by owner.7. As-built foundations.8. Ensure timber beams are anchored into brickwork as per NBR.9. 50x228mm Grade 6 CCA SA Pine beam.10. 38x114mm CCA SA Pine timber frame wall, studs @ 600mm c/c. Clad with Nutec handiplankon exterior and 9mm Rhinoboard on interior. Paint to owner's specification.13. New RC surfce bed on 250micron DPC on compacted hardcore. Screed finish.14. Extend existing facebrick columns to correct height. Finish to match existing.15: Roof: Pitch 5°. IBR metal sheeting on 50x76mm purlins @ 950 c/c max on 50x152mm Grade 6 CCA SA Pine rafters @ 1050mm c/c max. Designed by specialist.16: Provide lintols above openings: 2 ply 50x152 CCA SA Pine beam.17. PVC gutter and downpipe on white facia and barge boards to match existing house.
