ROOF PLAN 1:200

3029

2555

3000

timber

veranda

only

1500

900

220600

3595

2400

3000

5855

820

220

1985

220

950

220

900

900

52 350

600

1205

220

950

392

1640

393

prep

a

EXIST POOL

New shade sail, colour light grey, all in accord with TIDM

New shade sail, colour light grey, all in accord with TIDM,fitted tightly below pergola

roof light

roof light

exist pergola

BOATSTORAGE

demolishexist pergola

exist pergola

PORCH

New SAP pergola forpaint.



ROOF PLAN 1:200

BOATSTORAGE

exist pergola

roof light

roof light

a

0.0m²0.0m²20.0m²Veranda 20.0m²

Exist refuse

New pergola over

Exist deck to be extended

New clearsafety glassover

cloak

GROUND FLOOR PLAN 1:50

FIRST FLOOR PLAN 1:100

garage

utility

hall

living

pantry

covered veranda

bedrm 1

bedrm 2bedrm 3

bath 3

bath 2

bath 1

balcony

balcony balcony

down

dress

frid

upboat

parking

porch

SITE PLAN 1:200

exist 220 bric

k wall 2000h

YARD

DRIVEWAYexist

exist pergola over

exist pergola overexist

exis

t 100 x

100 s

ap p

osts

, separa

te fro

m fence

yard

rooflight

rooflight

dw

wm/td

dining

gate

pergolabelow

exist 100 x 100 sap posts

P111

P108/

P110

trough

covered veranda

New showerhot/cold

New pedestrian gateto match picket fence900 x 1200


new galv steel postfor piant, 125mm dia

Demolish exist pergola and patio

BU

ILD

ING

LIN

E

C/C

newwindow

New alum sliding doorto match existing, make good exist tiles etc

demolish exist fireplace and braai

New braaiand server

exist pool

exist pool pump

C/C

line o

f exis

t deck

new 100 x 100 SAP poststo match exist

New pergola

remove exist decking

exist garden

Exist vehicular gate

exis

t pic

ket fe

nce

exist picket fence

exis

t pic

ket fe

nce

kitchen

building line

New pedestrian gateto match picket fence900 x 1200

exist tiles

New Grappa deckingRemove existing

shwr

33.0m²

36.0m²

Remainder

0.0m²

0.0m²

Addition

144.0m²

251.0m²

Allowed

177.0m²

284.0m²

Existing

Erf

Coverage (35%)

Bulk (1.6)

SCHEDULE OF COVERED AREAS

507m²

building lin

e

Parking


gate

New clearsafety glassover eye-browsand pergola, max 900mm deep

remove exist tilesand surface bednew deck

fridge

exist post

copyrite reserved

Mr and Mrs K. DoreCLIENT

1. DRAWINGS MAY NOT BE SCALED.2. ANY DISCREPANCIES, ERRORS OR OMMISSIONS ON THE DRWGS TO BE REPORTED TO ARCHITECT.3. ALL DRWGS REMAIN THE PROPERTY OF THE ARCHITECT UNTILL FULLY PAID FOR4. ALL DIMENSIONS,LEVELS & HEIGHTS MUST BE VERIFIED BY THE CONTRACTOR ON SITE AND THE SAME CHECKED AGAINST DRWGS BEFORE PUTTING ANY WORK TO HAND. 5. ALL RC WORK TO BE DESIGNED BY ENGINEERS.6. ALL WORK TO BE IN ACCORDANCE WITH SABS, NBR, LOCAL BUILDING PRACTICE, BYE-LAWS, HEALTH & FIRE REQUIREMENTS AS WELL AS THE MODEL PREAMBLES FOR TRADES AS RECOMMENDED AND PUBLISHED BY THE ASS. OF SAQS (LATEST EDITION)7. CONTRACTOR TO ADVISE CLIENT OF ANY UNDERGROUND SERVICES WHICH ARE TO BE AVOIDED OR REMOVED & TO ACCEPT INSTRUCTIONS BEFORE PROCEEDING.8. PUBLIC BUILDINGS - CLIENT TO APPOINT A FIRE, HEALTH AND SAFETY EXPERT TO DESIGN AND SPECIFY ALL SYSTEMS RELATING TO FIRE, HEALTH AND SAFETY LEGISLATION. THE ARCHITECT IS NOT RESPONSIBLE FOR THESE DESIGNS, SPECIFICATIONS OR IMPLEMENTATION THEREOF.

NOTES

PROPOSED ADDITIONS/ALTERATIONS

erf 13149 (P112), Thesen Islands

Floor plans, site plan, roof

15 April 2020Dore- /2020

1:50,1:200

DATEDRAWING NR

SCALE

TITLE

01

BRYMER and ASSOCIATES

ARCHITECTS8 erica street, po box 3052, knysna, 6570. tel: (044) 382 2688.fax:(044) 382 0199. E-mail: info@ brymer.co.za. SACAP 4932, SAIA 5918

9. SPECIFICATION: SITE: Class of occupancy SANS 10400-A table1: H4 Climatic zone SANS 204:4Site atmospheric corrosivity category ISO 9223: 4

STANDARDS: The contractor and sub-contractors shall be familiarwith the contents of SANS 10400 and related SANS 2001standards.

The specification data as described below make thisspecification project specific and shall have precedence in the interpretation of any ambiguity or inconsistency between ths specification and these standards.

SITE CLEARANCE: Refer to SANS 2001-BS1

EARTHWORKS:SANS 2001-BE1 Topsoil: Do not remove or dump unnecessarilySurplus and unsuitable material to be dumped at approveddumping site

CONCRETE WORKS: SANS 2001-CC1: See structural engineer's drawingsSANS 2001-CC2: Minor concrete works FOUNDATIONS: SANS 2001-CM2Trenches for foundations etc shall be excavatedto the lenghts, depths & widths as directed by the engineer to ensure good foundations. Cut & fill on slope to be carried out as per levels on drwgs to engineer's specifications.

20 Mpa Foundations to be cast on acceptable soil at min 600mm belowvirgin natural ground level.Foundation walls below loadbearing wallsto be 280mm concrete filled cavity, below division walls 230mm withbrickforce every course. 20 Mpa 100mm concrete surface bed reinforced Ref 193 mesh on 250 micron "Gunplas" membrame on 50mm sandbed on well compacted clean fill spread and compacted in layers of notexceeding 300mm. Any applicable Engineer's Drawings or Specificationwill overide the above descriptions. 1:3 cement screed laid on top of concrete surface bed to takefloor finishes, adjusted in thickness according to the finishedspecified. The screeds to be laid once adequate provision has beenmade for proper gripping.

MASONRY: SANS 2001-CM1: All bricks to be sprayed moist before laying and to course at 85mm. All walls, including cavity walls, to be reinforced with brickforce every 5th course. Butterfly ties to cavity walls every 5th course at1000 mm centres, but every 3rd course at cavity closures. All Dpc's at floor levels, cills and vertical cavity closures 375 micron "Brickgrip" stepped where applicable. Plaster applied to brickwork to be kept moist for 3 days after rendering but moisture content of all walls to bemeasured and acceptable before application of any paint finishes. Surfaces of plastered brickwork and concrete to be prepared in accordancewith specifications and requirements of the paint manufacturer.

STRUCTURAL TIMBER: Flooring and roofing. SANS 2001-CT1 and SANS 2001-CT2. All Sa Pine to carry the SABS mark, to be tanalith treatedStructural laminated timber : SANS 1460

STRUCTURAL STEEL WORK: SANS 2001-CS1See structural engineer's drawingsCorrosion protection of structural steel of not less than 3mmthickness by paint or varnish. SANS 12944

WATERPROOFING: Substrate surfaces: clean and dry, free of traffic and protrusions, minimum fall including valleys: 1:80Screeds: Minimum 35mm thick when laid directly onto concrete; minimum 50mm thick when laid on insulation boards or slip/protectionlayers; 20mm thick as top layer on low-density concrete or foamed cement screeds. On exposed concrete roofs, box gutters and balconies <10sqm in area:4mm reinforced bitumen membrane(RBM), heat fused on primed surfaces. On balconies > 10sqm in area, terraces, walkways: 2 or 3mm base sheetplus 4mm RBM. On planters: 4mm anti-root RBM. On exposed parapet walls, freestanding walls: reinforced liquid membrane(RLM) On below ground surfaces, vertical or horizontal, above or below water table:2 or 3mm sheet plus 4 RBM

WINDOWS AND DOORS:Mechanical performance: SANS 613Energy efficiency of external units: SANS 204Insulation of glazing: SANS 2001-CG1Safery glass, including each panel of SIGU's shall be permanently marked. pressed steel door frames: SANS 1129Rolled steel frame windows and doors: SANS 727Wood doors: SANS 545 and mark-bearing.

PLASTER, SCREEDS, TOPPINGS: SANS 2001-EM1. Aggregate for screeds: concrete sandAggregate for toppings: aggregate from natural sources SANS 1083Cement: SANS 50197-1Colouring of pigment: BS 1014 or BS EN 12878 of approved colourScreed mix: 1 part cement to 3.5 parts sand, or 50kg (one bag) cementto 130L sand (two wheelbarrows) Topping mix: 1 part cement to 1.5 parts sand to 1.5 parts stone to producea concrete strength of 25-30 MPa for light duty purposes.

TILING: Ceramic tiles: SANS 1449Porcelain tiles: SANS 13006Concrete tiles: SANS 541

PAINTING: SANS 10305

JOINERY AND METAL: MDF fibreboard: SANS 540Plywood, composite board: SANS 929Decorative melamine-faced board: SANS 1763Polymer laminates and solid surfaces: high- pressure decorative laminates: SANS 4586Steel tubes: SANS 657-4Stainless steel: Grade 316

HARDWARE: Fasteners: SANS 1700Hinges per door: >30kg : 2 ; between 2040 and 2340mm high:3 ; between 2340 and 3000mm high: 4

GLAZING: Type, size, thickness and marking: SANS 10400-NInstallation of glazing: SANS 2001-Construction works Part CG1, OR a method described in SANS 10137: The installation of glazing materials in buildings.

DRAINAGE AND WATER SUPPLY: SANS 2001-DP1 Earthworks for buried pipe linesSANS 2001-DP2 Below ground medium pressure pipelinesSANS 2001-DP4 Sewers (>160mm) SANS 2001-DP5 Stormwater drainageSANS 2001-DP6 below ground water installations for buildinfsAbove-ground water and drainage for buildings: SANS 10252 Electric geysers SANS 151 and mark- bearing. Domestic solar water heaters: SANS 1307 and mark-bearing. All Soil and sewer pipes to be SABS approved and min 110 mmdiameter. All material and construction methods to comply withNBR and SABS 0400, incl all revisions. Plumbing is schematic and must be rationalized and executed by a registered plumber.Allplumbing & drainage work & installation of sanitary fittings tocomply with the relevant Local Authority bye-laws, regulations& requirements. Min. falls to drain pipes to be 1:40.Provideapproved reseal traps to all waste fittings. Provide IE's atfoot of all soil stacks and at all joints and changes in direction.No change of direction or junctions under buildings.IE's to wastepipes to be fully accessable at all times. All soil pipes passingunder building or footings to be encased in concrete of min. 100mmthickness all round pipe. All waste pipes 40mm dia and fully accessible.All wastepipe appliances and stub stacks to be individually anti-syphoned with 51mm anti-vac valve or one way vents. All waste water appliances to have water traps.

GAS INSTALLATIONS: SANS 10087- The nadling, storage, distribution and maintenance of liquefiedpetroleum gas in domestic, commercial and industrial installations.

ELECTRICAL WORKS: SANS 10142 - The wiring of premises. All electrical work to be undertaken in accord with the OHS Act ElectricalInstallation Regulations - EIR(2009). Particular attention must be given to Reg. 5(6), which requires, in private estates, townhouse complexes and sectional title apartments, for the user (i.e. owner) to appoint an AIA or "competent person" to ensure compliance with the OHS Act from commencement to commissioning. The Electrical Certificate of Compliance will not be valid if this process is not followed.

ROAD

PORCH

exist pergola

demolishexist pergola


Demolish existchimneys. makegood roof

New SAP pergola forpaint.

exist deck extended

newgate

newgate

exist pool pump

L

H

new

low

bench

low stone wall

ALARM MOTION CENSOR

DATA

TRUSS LIGHT

TELEPHONE

TV POINT

HOT WATERCYLINDER

30 AMP PLUG

15 AMP PLUGH=high, D=double

DOWNLIGHTER

WALL LIGHTPOINT

CEILING LIGHTPOINT

DISTRIBUTIONBOARD

SUB-DISTRIBUTION

METERBOX

UPLIGHTER

CUPD LIGHT

PADDLE FAN

SHAVER PLUG

UNDER SINK GEYSER

WI-FI

HEAT. TOWEL RAIL

STEP LIGHT

POOL LIGHT

BURIED GARDEN LIGHT

Ne

w b

raa

i

GARDEN

GARDEN

exist tiles

New tiles on new surface bed

dem

olis

h e

xist

deck


remove existposts

exist garden



New glass

New braai

2485

228

52 3104 100

2485

9. SPECIFICATION: SITE: Class of occupancy SANS 10400-A table1: H4 Climatic zone SANS 204:4Site atmospheric corrosivity category ISO 9223: 4

STANDARDS: The contractor and sub-contractors shall be familiarwith the contents of SANS 10400 and related SANS 2001standards.

The specification data as described below make thisspecification project specific and shall have precedence in the interpretation of any ambiguity or inconsistency between ths specification and these standards.

SITE CLEARANCE: Refer to SANS 2001-BS1

EARTHWORKS:SANS 2001-BE1 Topsoil: Do not remove or dump unnecessarilySurplus and unsuitable material to be dumped at approveddumping site

CONCRETE WORKS: SANS 2001-CC1: See structural engineer's drawingsSANS 2001-CC2: Minor concrete works FOUNDATIONS: SANS 2001-CM2Trenches for foundations etc shall be excavatedto the lenghts, depths & widths as directed by the engineer to ensure good foundations. Cut & fill on slope to be carried out as per levels on drwgs to engineer's specifications.

20 Mpa Foundations to be cast on acceptable soil at min 600mm belowvirgin natural ground level.Foundation walls below loadbearing wallsto be 280mm concrete filled cavity, below division walls 230mm withbrickforce every course. 20 Mpa 100mm concrete surface bed reinforced Ref 193 mesh on 250 micron "Gunplas" membrame on 50mm sandbed on well compacted clean fill spread and compacted in layers of notexceeding 300mm. Any applicable Engineer's Drawings or Specificationwill overide the above descriptions. 1:3 cement screed laid on top of concrete surface bed to takefloor finishes, adjusted in thickness according to the finishedspecified. The screeds to be laid once adequate provision has beenmade for proper gripping.

MASONRY: SANS 2001-CM1: All bricks to be sprayed moist before laying and to course at 85mm. All walls, including cavity walls, to be reinforced with brickforce every 5th course. Butterfly ties to cavity walls every 5th course at1000 mm centres, but every 3rd course at cavity closures. All Dpc's at floor levels, cills and vertical cavity closures 375 micron "Brickgrip" stepped where applicable. Plaster applied to brickwork to be kept moist for 3 days after rendering but moisture content of all walls to bemeasured and acceptable before application of any paint finishes. Surfaces of plastered brickwork and concrete to be prepared in accordancewith specifications and requirements of the paint manufacturer.

STRUCTURAL TIMBER: Flooring and roofing. SANS 2001-CT1 and SANS 2001-CT2. All Sa Pine to carry the SABS mark, to be tanalith treatedStructural laminated timber : SANS 1460

STRUCTURAL STEEL WORK: SANS 2001-CS1See structural engineer's drawingsCorrosion protection of structural steel of not less than 3mmthickness by paint or varnish. SANS 12944

WATERPROOFING: Substrate surfaces: clean and dry, free of traffic and protrusions, minimum fall including valleys: 1:80Screeds: Minimum 35mm thick when laid directly onto concrete; minimum 50mm thick when laid on insulation boards or slip/protectionlayers; 20mm thick as top layer on low-density concrete or foamed cement screeds. On exposed concrete roofs, box gutters and balconies <10sqm in area:4mm reinforced bitumen membrane(RBM), heat fused on primed surfaces. On balconies > 10sqm in area, terraces, walkways: 2 or 3mm base sheetplus 4mm RBM. On planters: 4mm anti-root RBM. On exposed parapet walls, freestanding walls: reinforced liquid membrane(RLM) On below ground surfaces, vertical or horizontal, above or below water table:2 or 3mm sheet plus 4 RBM

WINDOWS AND DOORS:Mechanical performance: SANS 613Energy efficiency of external units: SANS 204Insulation of glazing: SANS 2001-CG1Safery glass, including each panel of SIGU's shall be permanently marked. pressed steel door frames: SANS 1129Rolled steel frame windows and doors: SANS 727Wood doors: SANS 545 and mark-bearing.

PLASTER, SCREEDS, TOPPINGS: SANS 2001-EM1. Aggregate for screeds: concrete sandAggregate for toppings: aggregate from natural sources SANS 1083Cement: SANS 50197-1Colouring of pigment: BS 1014 or BS EN 12878 of approved colourScreed mix: 1 part cement to 3.5 parts sand, or 50kg (one bag) cementto 130L sand (two wheelbarrows) Topping mix: 1 part cement to 1.5 parts sand to 1.5 parts stone to producea concrete strength of 25-30 MPa for light duty purposes.

TILING: Ceramic tiles: SANS 1449Porcelain tiles: SANS 13006Concrete tiles: SANS 541

PAINTING: SANS 10305

JOINERY AND METAL: MDF fibreboard: SANS 540Plywood, composite board: SANS 929Decorative melamine-faced board: SANS 1763Polymer laminates and solid surfaces: high- pressure decorative laminates: SANS 4586Steel tubes: SANS 657-4Stainless steel: Grade 316

HARDWARE: Fasteners: SANS 1700Hinges per door: >30kg : 2 ; between 2040 and 2340mm high:3 ; between 2340 and 3000mm high: 4

GLAZING: Type, size, thickness and marking: SANS 10400-NInstallation of glazing: SANS 2001-Construction works Part CG1, OR a method described in SANS 10137: The installation of glazing materials in buildings.

DRAINAGE AND WATER SUPPLY: SANS 2001-DP1 Earthworks for buried pipe linesSANS 2001-DP2 Below ground medium pressure pipelinesSANS 2001-DP4 Sewers (>160mm) SANS 2001-DP5 Stormwater drainageSANS 2001-DP6 below ground water installations for buildinfsAbove-ground water and drainage for buildings: SANS 10252 Electric geysers SANS 151 and mark- bearing. Domestic solar water heaters: SANS 1307 and mark-bearing. All Soil and sewer pipes to be SABS approved and min 110 mmdiameter. All material and construction methods to comply withNBR and SABS 0400, incl all revisions. Plumbing is schematic and must be rationalized and executed by a registered plumber.Allplumbing & drainage work & installation of sanitary fittings tocomply with the relevant Local Authority bye-laws, regulations& requirements. Min. falls to drain pipes to be 1:40.Provideapproved reseal traps to all waste fittings. Provide IE's atfoot of all soil stacks and at all joints and changes in direction.No change of direction or junctions under buildings.IE's to wastepipes to be fully accessable at all times. All soil pipes passingunder building or footings to be encased in concrete of min. 100mmthickness all round pipe. All waste pipes 40mm dia and fully accessible.All wastepipe appliances and stub stacks to be individually anti-syphoned with 51mm anti-vac valve or one way vents. All waste water appliances to have water traps.

GAS INSTALLATIONS: SANS 10087- The nadling, storage, distribution and maintenance of liquefiedpetroleum gas in domestic, commercial and industrial installations.

ELECTRICAL WORKS: SANS 10142 - The wiring of premises. All electrical work to be undertaken in accord with the OHS Act ElectricalInstallation Regulations - EIR(2009). Particular attention must be given to Reg. 5(6), which requires, in private estates, townhouse complexes and sectional title apartments, for the user (i.e. owner) to appoint an AIA or "competent person" to ensure compliance with the OHS Act from commencement to commissioning. The Electrical Certificate of Compliance will not be valid if this process is not followed.

8 erica street, po box 3052, knysna, 6570. tel: (044) 382 2688.fax:(044) 382 0199. E-mail: info@ brymer.co.za. SACAP 4932, SAIA 5918

ARCHITECTS

BRYMER and ASSOCIATES

02

TITLE

SCALE

DRAWING NR DATE

1:100, 1:50

Dore- /2020 15 April 2020

Elevations, sections

PROPOSED ADDITIONS/ALTERATIONS

erf 13149 (P112), Thesen Islands

NOTES1. DRAWINGS MAY NOT BE SCALED.2. ANY DISCREPANCIES, ERRORS OR OMMISSIONS ON THE DRWGS TO BE REPORTED TO ARCHITECT.3. ALL DRWGS REMAIN THE PROPERTY OF THE ARCHITECT UNTILL FULLY PAID FOR4. ALL DIMENSIONS,LEVELS & HEIGHTS MUST BE VERIFIED BY THE CONTRACTOR ON SITE AND THE SAME CHECKED AGAINST DRWGS BEFORE PUTTING ANY WORK TO HAND. 5. ALL RC WORK TO BE DESIGNED BY ENGINEERS.6. ALL WORK TO BE IN ACCORDANCE WITH SABS, NBR, LOCAL BUILDING PRACTICE, BYE-LAWS, HEALTH & FIRE REQUIREMENTS AS WELL AS THE MODEL PREAMBLES FOR TRADES AS RECOMMENDED AND PUBLISHED BY THE ASS. OF SAQS (LATEST EDITION)7. CONTRACTOR TO ADVISE CLIENT OF ANY UNDERGROUND SERVICES WHICH ARE TO BE AVOIDED OR REMOVED & TO ACCEPT INSTRUCTIONS BEFORE PROCEEDING.8. PUBLIC BUILDINGS - CLIENT TO APPOINT A FIRE, HEALTH AND SAFETY EXPERT TO DESIGN AND SPECIFY ALL SYSTEMS RELATING TO FIRE, HEALTH AND SAFETY LEGISLATION. THE ARCHITECT IS NOT RESPONSIBLE FOR THESE DESIGNS, SPECIFICATIONS OR IMPLEMENTATION THEREOF.

CLIENT

Mr and Mrs K. Dore

copyrite reserved

SOUTH WEST ELEVATION 1:100

ffl = 3.0 above MSL

New SAP pergola forpaint to match exist

New alum sliding doorto match exist.New FC claddin g to matchexist

existing exposed trusses

NORTH WEST ELEVATION 1:100

c/c

NORTH EAST ELEVATION 1:100

SOUTH EAST ELEVATION 1:100




New chimneywith plaster mouldingto match existing

New ss fluand cowel

New sandstone cladding to match existing

FFL

FFL

New SAP pergola

New sandstone cladding to match existing NGL

NGL

NGL

NGL

FFL

FFL

FFL

FFL

FFL

FFL

New ss fluand cowel

New chimneywith plaster mouldingto match existing

New sandstone cladding to match existing

Demolish exist chimneys, repair and make good roof, FC cladding etc

New decking



New galv steel postfor paint, 125mm dia

New galv steel postfor paint, 125mm dia

Section a-a 1:50

New SAP pergola for paint

New

100 x

100 S

AP

post

exist beam

New SAP beam 52 x 228

152 x 52 SAP joists

NGL

veranda

veranda

130 sqm

17 sqm

17 sqm

First floor polyline 1:200

Ground floor polyline 1:200

covered veranda

New glass infill

exist deck to be extendednew surface bedexist surface bed

New glass infill

New aluminium sash windowto match existing1200 x 1400



New SAP beam 52 x 228

new braaiplaster/paint

new SS flue

exist stone

exist stone

99 sqm

8 sqm

DV

veranda

Documents

ROOF PLAN 1:200