2 ground floor mep 1:50 · ptn 48 ptn 86 ptn 7 ptn 85 ptn 84 176 . 18 m 292. 08 m 264. 84 m 180 ....

GSPublisherVersion 497.0.63.71

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203/37203/44

203/39203/66

Bergsig

Arbeidsloon

335511

µ0 0.3 0.6 0.90.15 km

Scale: 1:10,000

Date: 26/10/2018Time: 10:43 (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 10.6

1 cm = Approx. 100 meters

Farm 203 Portion 87 Knysna

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 authorof this map or for the consequences of any actions taken on the basis of theinformation provided 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 wasintended and to exercise reasonable care when using same.

PREVIOUSLY APPROVED NEW / UPDATED

House 68.800 m² *

Covered stoep 1 14.400 m² *


Total existing 0.00 m² Total new 97.60 m²

Coverage (Footprint) 0.00 m² Coverage (Footprint) 97.60 m²

FAR 0.00 m² FAR 97.60 m²

Zoning Erf size 46 493.00 m²

Coverage (Footprint) n/a % Coverage (Footprint) 97.60 m² 0.21 %

FAR n/a FAR 97.60 m² 0.00

Height 12 m Height 6.9 m

Agricultural Zone 1

ACTUALPERMISSABLE

KNY203-87_Rosch_rev0.pln

0 1 2 3 4 5

Floor Layout, Site Layout, MEP

Proposed new dwelling on Ptn 87 (Ptn of ptn 52),Farm Elands Kraal 203, for owners: Mr & Mrs Rosch

of 41

A1SCALE REVISIONPAPER SIZEDRAWING:

PROJECT:

DRAWING TITLE:

asshown

SHEET:

REVISION DATE REVISION DETAILSDRAWN BY RH / FH

0 06/11/2019 Issued for submission

HG Architectural Design & Draugh ngSH Greyling - registered SACAP D2253 | 22398 (SAIAT)JM Ha ngh - registered SACAP PAT43759499 | 32538 (SAIAT)

044 343 2206 | 071 382 3566 | 083 272 [email protected] | www.hgdesign.co.za

Office 15, Forest Lodge Complex, Sedgefield, WC, South Africa

AREAS

0

GENERAL NOTES:All work to comply with National Building Regulations SANS 10400. No measurements to be scaled. All levels anddimensions to be verified on site. ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THEARCHITECT / DESIGNER IMMEDIATELY. Read drawings in conjunction with Engineer's detail. ALL REINFORCEDCONCRETE WORK TO BE ACCORDING TO STRUCTURAL ENGINEER'S DESIGN AND DETAIL. The buildingowner is responsible for ensuring that their project is SANS compliant and signed off by a qualifiedEngineer.

STAIRS AND RAILING: A NON COMPLIANT BALUSTRADE IS A SAFETY RISK. ENSURE THE BALUSTRADESYSTEM IS INSTALLED CORRECTLY: SANS 10400 Part B, Part D and Part M, SANS 10160-2:2011. Steps andrisers as shown. Risers as indicated on drawing and run as indicated on drawing, minimum balustrade height1000mm. Opening between rails and / or droppers not to exceed 100mm. Any balustrade or wall provided to protecta 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 ofbuildings 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 whichmay run off from any earthworks, building or paving. CONTRACTOR MUST ENSURE THAT STORM WATERDOES NOT DAMAGE EXISTING BUILDING WORK OR NEIGHBOURING PROPERTIES DURINGCONSTRUCTION AND THAT STORMWATER DRAINAGE IS SUFFICIENT.

RAINWATER DISPOSAL:Provide 1m paving around building with fall away from structure where practical. GUTTERS & DOWN PIPES TO BEINSTALLED WHERE PRACTICAL. We highly recommend installing as many rainwater tanks as practically possible.

SEWERAGE: All sanitary appliances to be supplied with antisuction traps and/or ventilated according to NBRrequirements. -ie's at all bends, connections and changes of gradient with marked covers on ground level. Sufficientaccess panels to be installed in all shafts over ie's. -all sanitary pipes to be accessible. Sewage pipes under floors orbuildings not to change direction and must be encased in 100mm concrete.

SITE PREPARATION:Remove top-soil and organic material within interior footprint of building and paving. Above material not to be usedas backfill. Keep site dry. Stockpile top-soil and re-use where possible.

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 minimum. Compact to min. 98% MOD. AASHTOor otherwise as specified by Engineer.

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 allsurface beds and 375 micron Black DPC in walls with min. 100mm overlap at joints. Provide "Brickgrip" DPCunderneath all window sills. All joints according to specifications.

BRICKWORK: SANS 10400 Part K: Brickwork in stretching bond with minimum joint thickness of 10mm. Interiorwalls minimum 110mm thick. Brick as indicated. Stock bricks to be kept clean of mortar. Provide brickforce in eachlayer for foundation walls, (5 layers minimum), each layer above windows and doors and at 4 course intervals: usealternate layer of 75mm brickforce and butterfly tie-wires for all other 280mm brickwork. Use 75mm brickforce ineach 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 LARGERTHAN 1 m².

SKIRTING AND CORNICING:Skirting & cornicing where required as specified.

GEYSERS: SABS 0254With drip-tray.

SPACE HEATING & CHIMNEYS:To comply with SANS 10400: Part V.

COPYRIGHT NOTICE: Copyright © 2018 HG Architectural Design & Draughting PTY Ltd. 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, and print and / or reproduce this drawing to the extent necessary to carry out and complete the project described in thetitle block of this drawing. This license in respect of the copyright is expressly limited as aforesaid and the person and/or entityreferred to above shall not be entitled to grant sub-licenses in respect of the copyright in this drawing to any other entity. Thislicense confers no ownership rights in the copyright vesting in the drawing and this drawing and the copyright subsisting thereinwill, at all times, remain the property of HG Architectural Design & Draughting PTY Ltd.Any unauthorized reproduction, publication, transmission, adaptation and/or inclusion of this drawing in a cinematograph film ortelevision 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 enquiries concerningthis drawing and the rights subsisting therein should be addressed to the copyright owner. ACTS OF PARLIAMENT: AllContractors shall ensure that, before any work is put in hand, they comply with all the necessary Acts of Parliament of theRepublic of South Africa.

ALL WORK TO BE PERFORMED TO MUNICIPAL & NATIONAL BUILDING REGULATIONS SANS 10400

5cm on original A1 drawing

STAMPS / SIGNATURES:

W01

EW

01E

W01

EW

01E

D03

ED

02E

W05

W

W05N W05NW05ND07 D05

W02NW03N

D01N

W02SW03S

D01S

W04

WW

04W

W04

WD

04W

D06

D05

F

N

wm

145

2 78

113

42

480

134

2 78

114

51

655

145

4 09

514

54

070

10 8

60

1 64

713

41

000

2 78

1

145 1 800 134 1 600 134 4 042 145

145 1 000 134 6 576 145

1 000145 1 800 134 5 776 145

5 000 3 000

145

900

2 29

590

0

8 000

±0

±0

±0

±0

AA

1500mmhigh wall

Queen

BIC

BIC

Beam soffit 2400mm

Beam soffit 2400mm Balu

stra

des

acco

rdin

gto

SAN

S 10

400.

Min

1m

hig

h, w

ith a

max

95m

mop

enin

gs.

Balu

stra

des

acco

rdin

gto

SAN

S 10

400.

Min

1m

hig

h, w

ith a

max

95m

mop

enin

gs.

Occupancy clasificationH4

FFL

FFL

FFL

FFL

Roof line

Roof line

Roo

f lin

e

Roo

f lin

e

Lintel ht 2100mm

Lintel ht 2100mm

Lint

el h

t 210

0mm

Lint

el h

t 210

0mm

Lint

el h

t 210

0mm

Lint

el h

t 210

0mm

Lint

el h

t 210

0mm

Lint

el h

t 210

0mm

Lint

el h

t 210

0mm

Lintel ht 2100mm

Lintel ht 2100mm

Lintel ht 2100mm

Beam soffit2100mm Above Above Above

Fireplace chimney toSANS 10400 - seegeneral note

Bedroom24.597 m2

Screed / Timber

Living area24.432 m2

Screed / Timber

Covered stoep 114.016 m2

Screed / Timber

Covered stoep 214.018 m2

Screed / Timber

Bathroom 15.006 m2

Screed

Bathroom 25.012 m2

Screed

Store2.480 m2

Screed

B B

N

10 000

4 773 10 000

12 2

00

24 3

3220

000

New dwelling

New covered patio

New septic tank and soak away

New covered patio

Levelled pad

Ptn 48

Ptn

86

Ptn 7

Ptn 85

Ptn 84

176.18m

292.

08m

264.

84m

180.37m

5m R

ight

of W

ay S

ervi

tute

205 200

160160

170

170

165 165

175

175180

180

185

185

190

190

195

195

195

190

185

180

180

185

190

195

30m building line30

m b

uild

ing

line

30m

bui

ldin

g lin

e

Ptn 87 (a ptn of ptn 52)of the FARM ELANDS KRAAL No 203,

Knysna

Occupancy clasificationAZ1

F

wm

Encase drainageunder building in100mm concrete

Gas Geyser

9kg gas bottel

WC

WHB

WC

WHB

Sink

Gully

IEOVP

IEOVP

RE

IE

IE

REIE

IE

RE

New

110

ØPV

C s

ewer

pip

e, m

in1:

40 fa

llN

ew 1

10Ø

PVC

sew

er p

ipe,

min

1:40

fall

New 110ØPVC sewer pipe, min1:40 fall

RE

30011001100

Fireplace chimney toSANS 10400 - seegeneral note

300 300

300300

300

300

300 300

SH

SH

11W LED wall mounted light

double socket plug point, distance from FFL indicated

Electrical Legend

8W LED recessed downlight

distribution board, 1500mm above FFL

electrical pay meter

0 Ground floor 1:50 1 Site plan 1:1000

2 Ground floor MEP 1:50


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203/86

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203/89

203/88

203/37203/44

203/39203/66

Bergsig

Arbeidsloon

335511

µ0 0.3 0.6 0.90.15 km

Scale: 1:10,000

Date: 26/10/2018Time: 10:43 (GMT +2)









House 68.800 m² *





FAR 0.00 m² FAR 97.60 m²



FAR n/a FAR 97.60 m² 0.00


Agricultural Zone 1

ACTUALPERMISSABLE


0 1 2 3 4 5

Elevations


of 42


PROJECT:

DRAWING TITLE:

asshown

SHEET:






AREAS

0























+4 353

+3 271

+2 732+2 707

±0

+1 000

+2 100 +2 100

D03E

W01EW01E

D02E

W01EW01E

W05W

Nutec siding

Facebrick

Balustrades accordingto SANS 10400.Min 1m high, with max 95mmopenings.

Fireplace chimney toSANS 10400 - seegeneral notes

14° Choromadeck roof sheeting, colour Dove Grey


NGL

NGL

Recycled tyreretaining wall

Timber screenTimber screen

+4 363

+3 261

+1 000

±0

+3 750 +3 750 +3 750

+2 100 +2 100 D01N

W02NW03N

W05NW05N W05N



Nutecsiding

NGL

NGL

Timberscreen


(FILL)

±0

+1 000

+4 353

+2 100 +2 100D01S

W02SW03S



Nutecsiding

NGL

NGL

NGL

Facebrick

Timber screen


(FILL)

+2 732

+3 271

+4 363

+2 707

+2 100 +2 100 +2 100 +2 100 +2 100

D04W

9kg gas bottelinside storeroom

W04W W04WW04W

Gas geyserinside store

roomW05W




NGL NGL

Nutec siding

Facebrick

whb whb whb

sh

wc

sh

wc

ovp ovp

rerere

ie

ie

ieie

Gully

MIn invertlevel 450mm New 110ØPVC sewer pipe, min1:40 fall

New 110ØPVC sewer pipe, min1:40 fall

New 110ØPVC sewer pipe, min1:40 fallto septic tank

wm Timber screenTimber screen

East Elevation 1:50North Elevation 1:50

South Elevation 1:50 West Elevation 1:50


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203/86

203/84

203/89

203/88

203/37203/44

203/39203/66

Bergsig

Arbeidsloon

335511

µ0 0.3 0.6 0.90.15 km

Scale: 1:10,000

Date: 26/10/2018Time: 10:43 (GMT +2)









House 68.800 m² *





FAR 0.00 m² FAR 97.60 m²



FAR n/a FAR 97.60 m² 0.00


Agricultural Zone 1

ACTUALPERMISSABLE


0 1 2 3 4 5

Sections, Schedules, Roof & Details


of 43


PROJECT:

DRAWING TITLE:

asshown

SHEET:






AREAS

0























50x100mm Galvanised C-section rafters

50x100mm Galvanised C-section rafters

50x100mm Galvanised C-section purlins

50x100mm Galvanised C-section purlins

Nutec facia boards

Nutec facia boards

Seamless aluminium gutter

Seamless aluminium gutter

Fireplace chimney toSANS 10400 - see

general notes

5° RoofChoromadeck roof sheeting, colour Dove Grey

14° RoofChoromadeck roof sheeting, colour Dove Grey

6 622

5 989

2 40

0

2 49

82 85

4

3 82

3

2 80

2

2 40

0

4 095

4 0704

363

3 27

1

300

1 850

1 850

1 20

0 1212

4 4

77

5

5

5

15

9 9

6

6

9

3 33 3 3 3 3 3

2 2 2 2 2 2 2

99

17

10 10

14

5°

14°

BedroomLivingarea

Coveredstoep 2

Coveredstoep 1

NGL

NGL

300 7 710

2 16

1

3 26

3

4

5

9

8

7

88 8

8

556

3

9

16 16

12

17

1 1

2

2

NGL

NGL

(fill)

Livingroom Bathroom

LEGEND:NB! READ GENEREAL NOTES FIRST.

Unless stated otherwise, all colours and finishes to owner ’s specification. All reinforced concrete work andsuspended floors to be according to structural engineer’s design & detail, all roof construction sizes &spacing according to specialist or engineer’s design.

FFL - Final Floor Level, NGL - Natural Ground level, TOC - Top of Concrete, DPC - Damp proof course

All interior paints to be Plascon Double Velvet or similar quality, all exterior paints to be Plascon Wall & All or similarquality.

All tiles and other finishes as per client specification.Additional waterproofing in bathrooms (walls & floors).

1. RC footings to posts as specified by engineer. Final depths to be determined on site.2. Timber posts: size and spacing as per engineer’s specification3. CCA SA Pine bearers as per engineer.4. New timber suspended floor: 22mm shutter board on 250micron DPC on CCA SA Pine joists @ 400mm ctc

max, as per engineer’s design. Floor finish: As per client specification: Laminate, vinyl, tile or timber5. New timber frame construction (38x114 CCA SA Pine). 75mm thick Isotherm cavity insulation. All fasteners and

fixings to be stainless steel. Final wall thickness approx. 145mm. All walls to go to underside of roof covering.Exterior cladding: 9mm thick Nutec Vermont (Timber grain) building planks, 225mm wide, concealed fixing, ona Tyvek Homewrap waterproof membrane, on 9mm OSB.Interior cladding: 12.5mm Rhinoboard (plain finish) screwed to timber frame with sealed joints, finished withrhinoplast skimcoat, primer coat and final paint finish as per client specification, EXCEPT in bathrooms:12.5mm Rhinoboard Moisture Resistant (plain finish) screwed to timber frame with sealed joints, finished withrhinoplast skimcoat mixed with plaster key. Tile wall to ceiling, on tile cement mixed with plaster key, and groutmade waterproof OR: skimcoat, primer coat and final paint finish as per client specificationExterior: All exterior corners to be finished to client’s specification & 100mm wide handiplank frame finisharound windows and doors.

6. 30mm Isopine polystyrene OR: 10mm gypsum ceiling boards ceilings to 38x38mm battens to underside ofrafters. 75mm Isotherm insulation above ceiling. Polystyrene cornices to client specification. All ceilings andcornices to be painted white..

7. New doors as per schedule. Lintels above all openings. 100mm wide handiplank finish around doors ( exterior).8. New aluminium windows as per schedule. 100mm wide handiplank frame finish around windows ( exterior).9. New roof: 5°, 14° (as indicated), Choromadeck roof sheeting, colour Dove Grey 50x100mm Galvanised C-section purlins @ max 1150mm ctc on dampproof reflective membrane on 50x100mm Galvanised C-section rafters.

Designed by specialist or engineer. Thermal break material with min R-value of 0.2 must be installed between roof sheets and metal purlins. Ensure roof is anchored down to walls as per NBR. Flashing, Fascia, bargeboard to match roof colour and material. Seamless aluminium gutters to match roof colour. Eaves to be closed between rafters at underside of purlins with Nutec boards, painted to match roof colour.

Paint exposed rafters: External: colour to match eaves.10. Timber posts: 150mm gumpoles, secured to foundation.spacing to be confirmed by engineer.11. CCA SA Pine Structural subfloor support as per engineer.12. Exterior balustrades. To be according to SANS 10400-part S. Min 1000mm high. Timber posts and handrails.

Posts to be max 1000mm apart. Stainless steel tension cables between posts, max 95mm apart.13. Timber screen: by specialist. 50x50 CCA SA Pine battens secured to 38x114 CCA SA Pine bracings. Min height

100mm, max height 2100mm.14. New fireplace. To be supplied by client, installed by contractor. Ensure flue is according SANS 10400 Part V.15. New 1200mm high freestanding timber wall. Finish as per client specification. See detail.16. Raft foundations as specified by engineer.17. Retaining wall to be constructed with recycled truck tyres, filled with soil and compacted.

Alububble over purlins

Isotherm between purlins

Ceiling

Rafter

S/steel escutchion plateagainst ceramic fibre board

Flue

Flashing

25mm ceramic wool wrappedaround the flue in the ceiling void,fastened with ceramic rope

NOTE:1. Rafters or any other timber member may not be closer than140mm from the flue.2. It is advised that rafters and purlins in close proximity also bewrapped in ceramic wool3. Ceiling to be cut back at least 50mm from the flue

Label on plan D01N D01S D02E D03E D04W D05 D06 D07Quantity 1 1 1 1 1 2 1 1W x H Size 900×2 100 900×2 100 1 800×2 100 1 800×2 100 900×2 100 900×2 100 936×2 100 1 000×2 100Lintel Height 2 100 2 100 2 100 2 100 2 100 2 100 2 100 2 100Sill Height 0 0 0 0 0 0 0 0

View from Reveal Side

Material Timber Timber Aluminium Aluminium Timber Hollow core Hollow core Opening onlyRenovation Status New New New New New New New NewHome Story Ground floor Ground floor Ground floor Ground floor Ground floor Ground floor Ground floor Ground floorOrientation North South East East West Internal Internal InternalLocation Living area Bedroom Living area Bedroom Store Bath 1, Bedroom Bath 2 StoreArea incl frame 1.89 1.89 3.78 3.78 1.89 1.89 1.97 2.10

Glass specification n/a n/a 6.38mm clear Low E laminatedsafety glass

6.38mm clear Low E laminatedsafety glass n/a n/a n/a n/a

Door Schedule

Label on plan W01E W02N W02S W03N W03S W04W W05N W05WQuantity 4 1 1 1 1 3 3 1W x H Size 600×1 000 1 200×1 500 1 200×1 500 1 200×600 1 200×600 600×900 1 200×400 1 000×1 000Lintel Height 2 100 2 100 2 100 2 100 2 100 2 100 3 750 2 100Sill Height 1 100 600 600 1 500 1 500 1 200 3 350 1 100

View from Reveal Side

Material Aluminium Aluminium Aluminium Aluminium Aluminium Aluminium Aluminium n/aRenovation Status New New New New New New New NewHome Story Name Ground floor Ground floor Ground floor Ground floor Ground floor Ground floor Ground floor Ground floorOrientation East North South North South West North WestLocation Living, Bedroom Living area Bedroom Living Bedroom Bath1, Bath 2, Store Bedroom N & S patioArea incl frame 0.60 1.80 1.80 0.72 0.72 0.54 0.48 1.00Glass specification 6.38mm Clear Low E glass 6.38mm Clear Low E glass 6.38mm Clear Low E glass 6.38mm Clear Low E glass 6.38mm Clear Low E glass 6.38mm Clear Low E glass 6.38mm Clear Low E glass n/a

Window Schedule

4 Roof Truss Layout 1:1003 Roof plan 1:100

A Building Section 1:50 B Building Section 1:50

5 Typical Flue Detail


203/8

203/3

203/7

203/53

203/4

203/2

203/42

203/9

203/48

203/101

203/106203/41

203/52

203/87

203/85

203/86

203/84

203/89

203/88

203/37203/44

203/39203/66

Bergsig

Arbeidsloon

335511

µ0 0.3 0.6 0.90.15 km

Scale: 1:10,000

Date: 26/10/2018Time: 10:43 (GMT +2)









House 68.800 m² *





FAR 0.00 m² FAR 97.60 m²



FAR n/a FAR 97.60 m² 0.00


Agricultural Zone 1

ACTUALPERMISSABLE


0 1 2 3 4 5

Energy Calculations


of 44


PROJECT:

DRAWING TITLE:

asshown

SHEET:






AREAS

0























PAT43759499

Latitude: -33.97 South Longitude: 22.45 East

4

Wind Speed Temperature

6.67 m/s 20.13 °C

4.73 m/s 16.77 °C

4.37 m/s 12.2 °C

5.57 m/s 15.57 °C

19218 kJ/m²/d 5.34 kWh/m²/d

10044 kJ/m²/d 2.79 kWh/m²/d

H4

24 Hrs / Day 7 Days / Week

168 Hrs / Week 8736 Hrs / Year

2

Winter : Jun – Aug

Spring : Sep – Nov

Average Solar Irradiance:

Winter Solar Irradiance:

Building Design - Occupancy Classification

Occupancy Classification:

Dwelling house.

Occupancy consisting of a dwelling unit on its own site, including a garage and other domestic

outbuilding, if any.

Building Design – Occupancy Times

Design occupancy times:

Building Design – Population

Design Population – Reg. A20:

2 persons per bedroom

Design Population: No. of Bedrooms ? 1

EE Supplemental GuideMr & Mrs Rosch

New Dwelling

Competent Person: Rita Hattingh KNY203-87

Prof. Registration No: Ptn 87 (a ptn of ptn 52) of the Farm Elands Kraal No 203

Climatic Zone & Data

Site Location : George

Climatic zone : Temperate Coastal

Average Conditions:

Summer : Dec – Feb

Autumn : Mar – May

NOTE: This report is generated automatically. Alteration by hand to the content and competent persons details of this report invalidate the report.

PAT43759499

68.8 m2

59.92

59.92 m2

Non-specified VA/m2

Non-specified kWh

Non-specified kWh/(m2)

Non-specified kWh

Total Nett Floor Area:

Building Design – Maximum Energy Demand & Consumption

Max. Energy Demand: No further requirements

Permissible Demand: No requirement

Max. Energy Consumption: No further requirements

Permissible Consumption: No requirement

New Dwelling



Building Design – Floor Area

Proposal – Total Floor Area:

Proposal – Nett Floor Area:

Ground Storey:



PAT43759499

East

No

Yes

No

Yes

No

Suspended Slab:

Suspended Floor:

Insulation that retains its thermal properties under moist conditions shall be installed where the

suspended slab forms part of a partially or completely unenclosed exterior perimeter to the building

envelope and shall achieve a total R-value of 1.0. Refer SANS 204 (4.3.2)

Floor Heating System:

No additional requirements.

Slab-on-Ground:



Building Envelope – Primary Facade Orientation

Building Orientation:

Building Envelope – Floors

SANS 10400-XA Compliance:

Underfloor Heating Installed:


SANS 204 Compliance:

Concrete Slab-on-Ground:

Insulation that resists water absorption and with an R-value of not less than 1.0 shall be installed

around the vertical edge of the perimeter of the slab.

The insulation shall be continuous from the adjacent finished ground level to a depth of not less

than 300 mm, or the full depth of the vertical edge of the concrete slab-on-ground. Refer SANS 204

(4.3.2)

Floor Heating System:



New Dwelling


PAT43759499

Non-masonry

------

Required - Min. R -value: 1.9 CR-value (Hrs): 100

Thickness (mm)Density

(kg/m3)

Conductivity

K-value (W/mK )

Exterior

2 9 1650 0.3

3

4 9 750 0.098

5 75 25 0.036

6 114 510 0.12

7

8 9 1650 0.3

Interior

216

3.34 m2K/W

3.35 m2K/W

3.35 m2K/W

3.35 m2K/W

107.48 hours

107.79 hours

107.92 hours

107.67 hoursSpring : Sep – Nov

Acceptable

Acceptable

Acceptable

Acceptable

Acceptable

Softwood

High density fibre reinforced cement board

Total Thickness:

R -value Achieved:




Acceptable

Acceptable

Acceptable

Spring : Sep – Nov

CR -value Achieved :




Wall construction:

Non-masonry walls shall be rationally designed to achieve a min. total R-value of 1.9

External Wall Construction – Wall Type 2

Wall construction:



Component

High density fibre reinforced cement board

Particle board

Resin bonded fibreglass wool


New Dwelling



Building Envelope – Walls




PAT43759499

Nett area (m²)Fenestration area

(m²)

Percentage (%)

fenestration

59.92 21.30 35.55

NO

2,0 L/sm2

0,31 L/sm2

5,0 L/sm2

Openable glazing:

Non-openable glazing:

Glazed double action swing and revolving doors:

Shading – Midday Summer Sunshine

North facing windows shaded:

Building's design is required to provide shading to North facing windows from the midday summer

sunshine in accordance with SANS 204 - refer 4.4.1.2 of SANS 10400-XA.

Permissible air leakage – Glazing

Maximum permissible air leakage for glazing elements:

Compliance Achieved:

Ground Storey: Calculate compliance in accordance with SANS 204

Building Envelope – Fenestration


Storey Level

Ground Storey:


New Dwelling




PAT43759499

Required - Min. R -value: 3.7 m²·K/W

Up

Yes

Yes

0.3 m²·K/W

0.05 m²·K/W

3.35 m²·K/W

------

m²·K/W

m²·K/W

m²·K/W

Ceiling voids and attics shall be designed to minimize air infiltration.

Wall plate and roof junctions shall be sealed.

Joints in sheeted roof shall be sealed.

Min. R -value Requirement – Tile Roof Construction

Clay / concrete tile type roofing material:

R -value for roof covering material:

R -value for ceiling:

Required added R -value for insulation:



Building Envelope – Roofs


Roof Assembly Requiement

Direction of heat flow:

Thermal Break Material Requirement

Metal sheet roofing fixed to metal purlins / rafters / battens ?

A thermal break of a material with an R-value of not less than 0,2 shall be installed between the

metal sheet roofing and its supporting member.

Min. R -value Requirement – Metal Roof Construction

Metal sheeting type roofing material:

R -value for roof covering material:

R -value for ceiling:

Required added R -value for insulation:


New Dwelling


PAT43759499

No

2° to 12°

Up

0.03

0.00

0.15

0.06

0.11

Emissivity :

Thickness : 90 mm

Density : 60 – 120 kg/m³

0.00 3.76

Acceptable

Yes

2° to 12°

Up

0.00

0.00

0.00

0.00

0.00

Emissivity :

Thickness : mm

Density : 60 – 120 kg/m³

0.00 0.68

Unacceptable

Indoor air film (still air)

Reflective foil / radiant barrier:0.68

0,2 outer & 0,05 inner

Insulation:

0.00 0.00Flexible mineral/rockwool

R -value of Typical Roof Construction

Insulation:

0.00 2.73Flexible mineral/rockwool

R -value of Typical Roof Construction

Roof Construction – Roof Type 2

Roof assembly ventilated ?

Roof construction:

Metal cladding @ 2-12° pitch w/ sloped ceiling above rafter

Roof Pitch:

Roof construction: R-value (m2K/W)

Component

Outdoor air film (7 m/s)

Metal cladding

Roof air space (100 mm to 300 mm, non-reflective)

Plasterboard, gypsum (10 mm, 880 kg/m³)

Roof Construction – Roof Type 1

Roof assembly ventilated ?

Roof construction:

Metal cladding @ 2-12° pitch w/ sloped ceiling above rafter

Roof Pitch:

Roof construction: R-value (m2K/W)

Component

Outdoor air film (7 m/s)

Metal cladding

Roof air space (100 mm to 300 mm, non-reflective)

Plasterboard, gypsum (10 mm, 880 kg/m³)

Indoor air film (still air)

Reflective foil / radiant barrier:0.68

0,2 outer & 0,05 inner


New Dwelling



SANS 204 Compliance: STRICT


PAT43759499

344

344

Lamp Power (W) No. of Lamps Hours in use / dayEnergy Demand

(W)

Energy

Consumption (kWh)


(W)

Energy

Consumption (kWh)

8 16 6

8 1 2

11 4 6


(W)

Energy

Consumption (kWh)

Annual Energy Consumption Lighting: kWh

Basement Storey

Ground Storey

180 381

First Storey

Mr & Mrs Rosch

New Dwelling



Building Design – Services

SANS 204 Compliance

Lighting and power

Artificial lighting:

The minimum artificial lighting levels for the occupancy and activity undertaken in the building shall

be in accordance with the requirements of SANS 10114-1.

Natural lighting:

Natural lighting shall be in accordance with the requirements of SANS 10400-O.

Daylighting should be employed to reduce energy usage.

Energy demand and consumption – Lighting and power

Maximum permissible -

Energy Demand (Power) Lighting: W

EE Supplemental Guide


PAT43759499

180.00

164.00

or

2.62

381.47

-37.47

or

5.54

Non-specified

0.34

0.18

Non-specified

0.16

Non-specified

344.00

381.47

0.00

Non-specified

-37.47

Energy Consumption – Building (kWh):

Energy Consumption – Lighting (kWh):

Utilised -

Energy Consumption – Lighting (kWh):

Energy Consumption – Hot Water (kWh):

Available -

Energy Consumption – Building (kWh):

Energy Consumption – Lighting (kWh): Energy consumption exceeded.

Available energy consumption (kWh) : Energy consumption exceeded.

Total energy consumption (kWh/m²) : Energy consumption exceeded.

Total Energy Demand / Consumption – Whole Building Summary

Energy Demand

Max. Permissible -

Energy Demand – Building (kW):

Energy Demand – Lighting (kW):

Utilised -

Energy Demand – Lighting (kW):

Available -

Energy Demand – Building (kW):

Energy Demand – Lighting (kW): Energy demand acceptable.

Energy Consumption (annum)

Max. Permissible -

Energy Demand – Hot Water (kW):


New Dwelling



Energy Demand (Power) – Lighting

Total lamp energy demand (W) : Energy demand acceptable.

Available energy demand (W) : Energy demand acceptable.

Total lamp energy demand (W/m²) : Energy demand acceptable.

Energy Consumption – Lighting (per annum )

Total energy consumption (kWh) : Energy consumption exceeded.


PAT43759499

Element Identifier No: No. of Units Width (m) Height (m) Area

1 D01N 1 0.900 2.100 1.890

U-value SHGC

0.000 0.000

Thickness (mm) Orientation Projection-P (m) Height-H (m) Height-G (m)

n/a North 1.885 2.400 0.300

P/H Factor ( E ) CA CB CC SH SC

0.790 0.262 -0.370 1.530 -0.010 0.750 0.520

Conductance SHG Energy Value

0.000


2 D01S 1 0.900 2.100 1.890

U-value SHGC

0.000 0.000


n/a South 1.885 2.400 0.300


0.790 0.263 -0.870 0.380 0.150 0.830 0.750


0.000


3 D02E 1 1.800 2.100 3.780

U-value SHGC

4.634 0.584


6.38mm East 0.300 2.680 0.580


0.060 1.038 -0.590 1.390 0.030 0.995 0.990


17.517 2.291 2.267


4 D03E 1 1.800 2.100 3.780

U-value SHGC

4.634 0.584


6.38mm East 0.300 2.680 0.580


0.060 1.038 -0.590 1.390 0.030 0.995 0.990


17.517 2.291 2.267


5 W01E 4 0.600 1.000 2.400

U-value SHGC

4.252 0.563


6.38mm East 0.300 2.680 0.580


0.060 1.038 -0.590 1.390 0.030 0.995 0.990


10.205 1.403 1.372

Framing System Glass Desc.

Aluminium 6.38 Clear Low E

Glass Material

Monolithic annealed glass

Fenestration Element Values:


New Dwelling



Building Envelope – Fenestration – Summary

Fenestration Element

Storey Level

Ground Storey


Timber ------

Glass Material

------


Storey Level

Ground Storey


Timber ------

Glass Material

------


Storey Level

Ground Storey



Glass Material

Laminated annealed safety glass


Storey Level

Ground Storey



Glass Material

Laminated annealed safety glass


Storey Level

Ground Storey


6 W02N 1 1.200 1.500 1.800

U-value SHGC

4.252 0.563


6.38mm North 1.885 1.800 0.300


1.050 0.215 -0.370 1.530 -0.010 0.450 0.405


7.654 0.218 0.383


7 W02S 1 1.200 1.500 1.800

U-value SHGC

4.252 0.563


6.38mm South 1.885 1.800 0.300


1.050 0.230 -0.870 0.380 0.150 0.765 0.695


7.654 0.233 0.741


8 W03N 1 1.200 0.600 0.720

U-value SHGC

4.252 0.563


6.38mm North 1.885 0.900 0.300


2.090 0.140 -0.370 1.530 -0.010 0.000 0.310


3.061 0.057 0.162


9 W03S 1 1.200 0.600 0.720

U-value SHGC

4.252 0.563


6.38mm South 1.885 0.900 0.300


2.090 0.170 -0.870 0.380 0.150 0.640 0.600


3.061 0.069 0.326


10 W04W 2 0.600 0.900 1.080

U-value SHGC

4.252 0.563


6.38mm West 0.300 1.478 0.578


0.100 1.250 -0.850 1.070 0.080 0.995 0.990


4.592 0.760 0.497


11 W05N 3 1.200 0.400 1.440

U-value SHGC

4.252 0.563


6.38mm North 0.300 0.642 0.242


0.470 0.339 -0.370 1.530 -0.010 0.920 0.715


6.123 0.275 0.550


Storey Level

Ground Storey



Glass Material



Storey Level

Ground Storey



Glass Material



Storey Level

Ground Storey



Glass Material



Storey Level

Ground Storey



Glass Material



Storey Level

Ground Storey



Glass Material



Storey Level

Ground Storey



Glass Material


PAT43759499

1.4

0.13

Conductance SHGC Conductance SHGC

83.89 7.79 77.38 7.60

Ground Storey: SANS 204 satisfied SANS 204 satisfied

Storey LevelSANS 204 Compliance ?

Conductance SHGC

Compliance Achieved:

Ground Storey:


New Dwelling




Fenestration Compliance – Natural Environmental Control

Conductance ( CU ) constant:

Solar Heat Gain ( CSHGC ) constant:

Storey LevelPermissable Max. - Calculated

Refer to Detail Fenestration Report for individual fenestration element summary.

Fenestration Summary


SELECTION OF GLASS DIMENSIONS:

SANS 10400 -1990-Part N Glazing NN2 Installation of GlazingNN2.1 In any vertical glazing installation, any pane of glass and the fixing of such pane shall comply with thefollowing requirements:a) Where such pane is to be exposed to the effect of wind, the thickness of such pane in relation to its area shall bein accordance with sans 10137b) Such pane shall be fixed in the frame in accordance with any suitable method described in SANS 10137 and suchframe shall be so installed that it is capable of sustaining the total wind load for which such pane was designedc)Notwithstanding the requirements of paragraph (a), the normal thickness of a pane of glass shall be not less thanthat given in Table 1.

Note: this table applies to glass panes having all round support, non-safety and safety glassNormal glass thickness, mm Maximum size of pane, m2 3 0,75 4 1,5 5 2,1 6 3,2Recommendations made by Competent Persons (Glazing) appointed by the African Glass Institute must be includedwith any SAGGA Certificate of Conformance.Table A:Dims for vertical glass supported all round in external walls in buildings where the ht from the ground to the top ofsuch wall not exceeding 10 m

Nominal glass thickness in mmMonolithic annealed glassPatterned annealed & wired glassLaminated annealed safety glassToughened safety glass

Maximum pane area, m²

- 1.9 3.0 4.5 8.0 8.0 8.0- - - 2.9 4.3 5.7 5.7- 0.75 1.2 1.9 2.6 3.4 -

0.75 1.5 2.1 3.2 4.6 6.0 6.03 4 5 6 8 10 12



0.55 0.7 0.85 1.15 1.3 1.8- - - 0.55 0.8 0.95 1.2- 0.25 0.3 0.35 0.5 0.6 -- 0.4 0.5 0.6 0.85 1.0 1.33 4 5 6 8 10 12



- 0.9 1.1 1.3 1.75 2.0 2.7- - - 0.9 1.25 1.5 1.95- 0.4 0.48 0.57 0.78 0.9 -- 0.65 0.8 0.95 1.3 1.55 2.03 4 5 6 8 10 12

tsg - toughened safety glasstsg - externaltsg - internal

maximum span between supporting edges in metres

0.90 1.1 1.3 1.75 2.00.55 0.7 0.85 1.15 1.3 1.84mm 5mm 6mm 8mm 10mm 12mm

Terrain categoryas per sans 10160

category 1

Height from ground to head ofproducts in metres

A2 A3 A3 A35 10 15 20

2.7

1500 Pa 1500 Pa1500 Pa1500 Pa

category 2

category 3

category 4

1500 Pa 1500 Pa1500 Pa1500 Pa

1500 Pa 1500 Pa1500 Pa1500 Pa

1500 Pa 1500 Pa1500 Pa1500 Pa

A2 A2 A3 A3

A0 A1 A1 A2

A0 A1 A1 A2

Glass code

Human impactTypes of glazing materials

1Glass code

Burglary & Vandalism2

Glass code

Armed attack3

ns pvb laminatehpr pvb laminateresin laminatetoughened safety glassany other glazing materialscomplying with therequirementsof sans 1263 part 1

ns pvb laminate

any other glazing materialscomplying with therequirements of sans 1263part 1

ns pvb laminatehpr pvb laminateresin laminatetoughened safety glassany other glazing materialscomplying with therequirementsof sans 1263 part 1

Note: Toughened safety glass is permanently marked. refer matrix of glass manufacturers for relevant identification markings.Note: Laminated glass is marked by etching, engraving or sand blasting. the mark consists of the glaziers name or intitals together

fin ht. in m

categorywind load

1,522,533,544,55

150 x 12150 x 12150 x 12175 x 15225 x 15275 x 15350 x 15375 x 19

150 x 12150 x 12175 x 15200 x 15250 x 19275 x 19350 x 19350 x 25

150 x 15150 x 19175 x 19200 x 25275 x 25300 x 25

steste ste

A0600 Pa

A11000Pa

A21500Pa

A32000 Pa

fin dims, width x thickness in mm

stestestestestesteste

Note: ste = subject to enquiryThe above table has been based on figure 40 and 41 of sans 10137 for a fin height/main pane width ratio of 1.0 orless.the sans 10137 recommends:1. a min windloading of 750 pa is used for the determination of glass fin dims for internal & external applications.2. a minimum glass fin width of 150 mm3. glass fin thickness of 12, 15, 19 or 25 mmany deviations from the above are to be approved in terms of sans 10400 by a duly appointed competent person inwriting for each individual contract

Glass fin dimensions

siliconesealant

Glass pane

Glass fin

Thickness

width

3mmsiliconesealant

3mm

Table B:Dimensions for vertical glass supported in a frame all round in internal walls

Table C:Dims for vert glass supported in frame on 2 sides in external walls in buildings where the measured ht from theground fl to the top of such wall not exceed 10m



- 1.9 4.2 6.4 9.2 9.2 9.2- - - 4.1 6.0 7.2 7.2- 0.75 1.2 1.9 2.6 3.4 -

0.75 1.5 2.1 3.2 4.6 6.0 6.03 4 5 6 8 10 12

Table D:Dimensions for vertical glass supported in a frame on two opposite sides in internal walls

SETTING AND LOCATION BLOCKS:SANS 10137 The Installation of Glazing in buildings 7.3 Setting and location blocksBefore placing the glazing pane in the surround, where necessary push setting blocks intoposition (when applicable, inthe glazing compound) on the rebate platform. With the exception of panes of area not exceeding 0,3 m2 rest the glazingpane on setting blocks to centralize it within the surround. Use blocks of length 25mm to 75mm, except at the bottom barof vertical pivoted windows, where a single block of length at least 150mm is sufficient. Use location blocks also inoperable windows to prevent distortion to the frame. Position setting and location blocks for glazing as shown in figure 8.Setting and location blocks should be of a material that is compatible with the glazing materials and sealants used andshould be hardness 50 degrees to 90 degrees shore durometer.

BALUSTRADING:The following are AAAMSA / SAGGA recommendations for the application of safety glazing materials in balustrading. It isrecommended that any balustrade design is confirmed through testing, or is checked by a structural engineer having theappropriate Professional Indemnity Insurance for compliance with the structural requirements of SANS 10160.A balustrade guarding the edge of any balcony, bridge, flat roof or similar place morethan 1m above the adjacent groundor floor level shall not be less than 1m in height and shall not have any opening that permits the passage of a 100mm diaball.These requirements also apply to any interior balcony or any mezzanine floor (SANS 10400 Part D).Balustrading guarding a swimming pool shall not be less than 1,2mhigh measured from the ground level, & shall notcontain any opening which will permit the passage of 100mm in dia ball.(sans 10400 - part d)

Determination of minimum thickness of glass having 2 edge support.

DETERMINATION OF WIND LOADS:

SANS 10400 -1990- Part B Structural Design - BB2 Installation of GlazingThe design of the structural system of any building shall be carried out in accordance with SANS 10160 (for loads) andin accordance with one or more of the following codes of practice relating to the materials used in such building or inany element or component thereof:

a) SANS 10100 (for structural concrete) d) SANS 10162 (for structural steel)b) SANS 10104 (for handrails) e) SANS 10163 (for structural timber)c) SANS 10137 (for glazing) f) SANS 10164 (for structural masonry)

sans 10137Frame deflection (paragraph 5.3.4.1.1)Tables A & B are based on maximum frame deflection 1/175th of the span

sans 10160 (as ammended 1993)Design Wind PressureIn the absence of a wind load specified by Engineer / Architect the wind load may be determined as follows:The simplified method of establishing the correct wind pressure on building components in accordance with SANS10160 As amended October 1993 paragraph 5.5.6.b results in the negative and positive wind pressure in Pa as setout below.Terrain Category 1 - Open sea, lake shores and flat treeless plains.Terrain Category 2 - Airfields, open parklands or farmlands and undeveloped outskirts of towns and suburbsTerrain Category 3 &4 - Built up areas or city centres

Selection of aaamsa performance glass designationsHeight From Ground To Head Of Products In metres

Note: A0, A1, A2 and A3 are AAAMSA Performance Class Designations.The Specifier must establish/confirm theactual wind load requirements

All special applications of glass such as, but not limited to, underwater viewing panels, glass floors, stairtreads,frameless entrances, bolted assemblies require the written approval of a Competent Person (Glazing) orprofessional Engineer. Such written approval shall be included with the glazing certificates issued to the BuildingInspector for the relevant contract.

SAFETY GLAZING REQUIREMENTS:

SANS 10137 The installation of Glazing in buildings

5.5.2 Identification of safety and security glazing materialAll safety glazing materials (individual panes) shall be permanently marked. Such marking to be advised afterinstallation (glazing)Note: The onus rests on the installer of the safety glazing material to ensure that the permanent mark is applied.

5.5.6 Horizontal and sloped glazingSafety glazing materials are to be used in horizontal and sloped glazing applications. Toughened safety glass or wireglass panes may be used when individual panes are framed all round. Wire glass with two edge support may beused in vertical glazing in saw-tooth roofs.Note: Wired glass is not a safety glass unless it conforms to SANS 1263-1

DETERMINATION OF GLASS FIN DIMENSION:

7.14.2 Butt jointing edgesWhere glass panes in the same plane are butt-jointed without fins, they will not have the same wind resistanceCharacteristics as a single pane of the same overall size and thickness. The thickness of such glass should becalculated on the assumption that the butt-joint does not have any structural effect, i.e. the surround will be the onlysupport.

If reinforcing is unavoidable due to the span and wind load, it might be necessary to install fins attached to thestructure at the butt-joints as indicated below. A suitable adhesive sealant with sufficient bonding strength to allowmovement due to wind loading shall be used.

Silicone sealants that have a tensile strength of at least 1 Mpa are regarded as suitable for this purpose.

Fins would normally be installed on the inside of the building where there is likely to be less pedestrian traffic.Finselection is covered in figures 39, 40 and 41.

Insulation for roof:Thermal break material with min R-value of 0.2 must be installed betweenroof sheets and metal purlins.Minimum required total R = 3.7.Total achieved without insulation for metal roof: R = 0.35. Minimum requiredadded roof insulation: R = 3.35Install membrane of 4mm Alububble 1983 D10 (R = 1.454) under purlins &install 100mm Isotherm (R = 2.04) on top of ceiling.Otherwise install any other combination to achieve waterproof membraneand insulation for the minimum required added R value of 3.35.Thermal insulation material shall be eithera) non-combustible when tested in accordance with SANS 10177-5, andmay be installed in all occupancy classes; orb) classified as combustible in accordance with SANS 10177-5, and shall betested and classified in accordance with SANS 428 for its use andapplication.

Hot water installation:Minimum 115L per day hot water to be heated by solar power or other nonelectrical resistance heating.Install gas heating systems by specialist. Installation must to be done bycompetent person according to manufacturers instructions and must complywith SANS 1307, SANS 10106, SANS 10254 and SANS 10252-1. Issuecompliance certificate on completion. All hot water pipes to be lagged withinsulation with a minimum R=1. Ensure hot water system is centrally located toensure minimum distance to hot water outlets.

Exterior doors:Provide draught seals.

Extractor fans:All extractor fans must have self closing dampers

2 ground floor mep 1:50 · ptn 48 ptn 86 ptn 7 ptn 85 ptn 84 176 . 18 m 292. 08 m 264. 84 m 180 ....

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