ground floor layout 1:50 - knysna municipality · all work to comply with national building...

4
GSPublisherVersion 0.0.100.100 5049 3110 2481 3111 3113 3112 3114 2815 2816 2817 2457 3115 2818 2480 2488 MEEDINGSRIDE MEEDINGSRIDE MARIGOLD STREET MARIGOLD STREET N2 HIGHWAY N2 HIGHWAY SEDGEFIELD SEDGEFIELD μ 0 0,01 0,02 0,03 0,04 0,05 0,005 km Scale: 1:500 Date: 2016/08/01 Time: 16:11 (GMT +2) Coordinate System: GCS WGS 1984 Datum: WGS 1984 Please note that due to the number of layers in the table of content, some items may not appear in the legend This map was created using ArcMap 10.3 1 cm = Approx. 5 meters Erf 3112 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 of this map or for the consequences of any actions taken on the basis of the information provided on this map. It is thus recorded that it remains the responsibility of the user of this information to ensure that the information is not used contrary to the purpose for which it was intended and to exercise reasonable care 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 4 1 A1 SCALE REVISION PAPER SIZE DRAWING: PROJECT: 1 Issued for submission Henry Greyling | Ph 071 382 3566 |[email protected] | www.hgdesign.co.za Architectural Design & DraughƟng | Project Management Registered SACAP D2253 DRAWING TITLE: 01/03/2017 GENERAL NOTES : All work to comply with National Building Regulations SANS 10400. No measurements to be scaled. All dimensions to be verified on site. Read drawings in conjunction with Eng. detail. ALL REINFORCED CONCRETE WORK TO BE ACCORDING TO STRUCTURAL ENGINEER'S DESIGN AND DETAIL. The building owner is responsible for ensuring that their project is SANS compliant and signed off by a qualified Engineer. STAIRS AND RAILING: A NON COMPLIANT BALUSTRADE IS A SAFETY RISK. ENSURE THE BALUSTRADE SYSTEM IS INSTALLED CORRECTLY: SANS 10400 Part B, Part D and Part M, SANS 10160-2:2011. Steps and risers as shown. Risers as indicated on drawing and run as indicated on drawing, minimum balustrade height 1000mm. Opening between rails and / or droppers not to exceed 100mm. Any balustrade or wall provided to protect a change in level shall comply with the requirements of SANS 10400-B. FIRE PROTECTION: SANS 10400 Part T: The requirements of the Act will be deemed to have been satisfied if the design, construction and equipment 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 stormwater which may run off from any earthworks, building or paving. CONTRACTOR MUST ENSURE THAT STORM WATER DOES NOT DAMAGE EXISTING BUILDING WORK OR NEIGHBOURING PROPERTIES DURING CONSTRUCTION AND THAT STORMWATER DRAINAGE IS SUFFICIENT. RAINWATER DISPOSAL: Provide 1m paving around building with fall away from structure where practical. GUTTERS & DOWN PIPES TO BE INSTALLED. SEWERAGE: All sanitary appliances to be supplied with antisuction traps and/or ventilated according to nbr requirements. -ie's at all bends, connections and changes of gradient with marked covers on ground level. Sufficient access panels to be installed in all shafts over ie's. -all sanitary pipes to be accessible. All reinforced 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 to be 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 DPC underneath 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. Provide brickforce in each layer for foundation walls, (5 layers minimum), each layer above windows and doors and at 4 course intervals: use alternate layer of 75mm brickforce and butterfly tie-wires for all other 280mm brickwork. 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 doors visible. SAFETY GLASS IN ALL DOORS AND WINDOWS LOWER THAN 300mm FROM GROUND LEVEL AND LARGER THAN 1 m². GEYSERS: SABS 0254 With 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 NOTICE Copyright © 2016 SH Greyling. Copyright subsists in this drawing. The person or entity whose name appears in the title block of this drawing, is hereby granted a non-exclusive license to use, display, print and / or reproduce this drawing to the extent necessary 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 shall not 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 subsisting therein 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 film or television broadcast is an act of copyright infringement which will render the doer of the act liable for civil law copyright infringement and may in certain circumstances render the doer liable to criminal prosecution. Requests and enquiries concerning this drawing and the rights subsisting therein should be addressed to the copyright owner. ACTS OF PARLIAMENT All Contractors shall ensure that, before any work is put in hand, they comply with all the necessary Acts of Parliament of the Republic of South Africa. as shown SHEET: REVISION DATE REVISION DETAILS 5cm on original A1 drawing As-built loft room 23.17m² As-built enclosed patio 16.93m² * As-built garden sheds 13.32m² * New Garage and flatlet 88.38m² * Total 141.80m² Coverage (Footprint) 118.63m² FAR 141.80m² DRAWN BY Rita Ground floor 114.00m² * Total 114.00m² Coverage (Footprint) 114.00m² FAR 114.00m² AREAS PREVIOUSLY APPROVED NEW / UPDATED * areas to be included in Coverage (Footprint) ALLOWED ACTUAL Zoning Single Residential Coverage (Footprint) 50% FAR Erf 788.00m² Coverage (Footprint) 232.63m² 29.52% FAR 255.80m² 0.32 Height 5.02m 0 Issued for approval 17/02/2017 W DR W F F W03 W03 W02 D01 D03 D02 D05 W04 W04 D06 W06 D08 D07 W07 D09 W09 W10 D10 W08 D04 W01 UP 1 2 3 4 5 6 7 8 9 10 11 12 13 14 300 300 600 300 300 270 1 100 270 7 760 270 270 2 775 115 6 240 270 9 670 270 1 510 115 1 275 270 6 000 270 2 530 230 270 2 900 270 3 440 6 270 2 760 12 470 270 1 100 270 4 700 230 960 270 1 600 1 370 4 970 3 060 2 896 5 845 270 2 900 140 600 600 C C A A B B D D New 50mm waste pipe, connected to existing sewer Conceal existing sewer in cabinet to allow acccess to IE's. Ensure vent valve is vented to exterior. Obscure glass bricks Obscure glass bricks Obscure glass bricks Future timber staircase: Truss modification to engineers design As-built enclosed patio 16.93 m² (deck) Existing Lounge / Dining (tiles) Existing Study (laminate) Existing Bedroom 2 (carpet) Existing Bathroom 2 (tiles) Existing Bathroom 1 (tiles) Existing Bedroom 1 (carpet) Existing Kitchen (tiles) Existing Scullery (tiles) New Entrance lobby 4.05 m² (tiles) New Covered porch 2.43 m² (tiles) New Garage 47.57 m² (tiles) New Guest room & bathroom 26.48 m² (tiles) existing sewer existing sewer re ie ie re Existing conservancy tank new 110Ø PVC sewer pipe, min fall 1:40 Fire wall Fire wall Fire door Ground Floor Layout 1:50

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Page 1: 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

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

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

Page 2: 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

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

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

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

Page 3: 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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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

Page 4: 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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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