2300

new addition

new

additio

n

new

additio

n

new addition

1500

1500

4720

4720

4720

4830

10310

900

480

4800

480

1200

1540

900

330

900 1120

260

170

7959

7552

1350

900

1300

1747

new

roof

exis

ting

exis

tingexi

st p

atio

exi

st p

atio

NORTH EAST ELEVATION 1:100

new study

NEW PERGOLA

exist columnof cottage veranda

New chimney

New sliding doorwih balustrade to match exist

New lean-to roof tomatch existing

FIRST FLOOR PLAN 1:100GROUND FLOOR PLAN 1:100

balu

str

ade

balustrade

exist flue

exist roofs below

Existing veranda roof below

Studyexist

Bath 1exist

Bath 2exist

Bedroom 1exist

Bedroom 2exist

Newstudy

up

new

roof canopy o

ver

down

dow

n

up

book shelvesbook shelves

new fireplace

brick-up windows

Bedroom 4

Bedroom 3

Hall

porch

Existing veranda

exist open patio

clo

ak

demolish pierremove garage doorsinstall new garage doorand beam to eng detail

Living

Dining

Utility

Kitchen

up

Exist deck

Existing veranda

cottage

Garages

Bath 5

Bedroom 6

Bedroom 5

Bath 4

existfire

down

new garage door to detail

GARAGE ELEVATION 1:100

new skimmed Rhino bulkhead with cornice, to hide new steps over into study

new windows - higher up

fall

New SAP pergola for paintto match Detail A(existing) with corrugated iron sheeting over

New SAP pergola for paintwith polycarb sheeting over

up

plaster/paint

Line of exist parapet

New parapet to matchexist, waterproof

New chimney Extend exist chimney

new roof

exist exist exist

existexist

exist exist

exist

exist

fall

Y -5

48

0

X 3771260

Y -5

48

0

X 3771280

13,1

8

19,3

4

34,1

1

33,1

6

14,0

6

21,41

Bowden Park

De S

mid

t D

riv

e 1

2,5

9m

7474

1803

wall

wall

wall

wall

paved d

riv

ew

ay

cottage and garageexisting

sto

ep

exis

t pool

wooden d

eck

exis

t

ste

ps

ste

ps

SCALE 1:200T N

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

01

TITLE

SCALE

DRAWING NR DATE

1:100

Hellings- /2018 1 April 2019

Floor plans, Elevations

PROPOSED ADDITIONS/ALTERATIONS

erf 8093, Leisure Isle, Knysna

NOTES

8. 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.

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.

CLIENT

Mr and Mrs R. Hellings

copyrite reserved

buildin

g lin

e

building line

buildin

g lin

e

building line

new pergola

D1

D2

D3

W1 W2

W3

D4

W5

Det A (existing)

New suspended SAP pergola for paint to match Detail A (existing), with corrugated iron sheeting over

raise exist parapet wall

new

Hallexist

exist beamover

SAP dry wall construction, cladded with aluminium to match new garage door

152 x 52 SAP joists on 228 x 52 SAP beam on38 x 38 SAP battens, all for paint and all inaccord with Knysna Roofing

D2

W1 W2

New roof canopyto match exist

Det A (existing)

plaster/paint

New parapets, waterproof

New balustradeto match exist

exist veranda roof

228 x 52 SAP beam228/152 x 52 SAP joists

38 x 38 SAP battens, with 40mm openings between

Polycarb sheeting

228 x 52 SAP beam

new gutter

exist

exist

existexist

exist

exist

Existing eng timber floorsto be removed, protectedand re-installed

NORTH WEST ELEVATION 1:100

existgutter

exist gutter behind

C/C

W5

demolish

tiles

newbath

C/C C/C

W3

line of exist parapet

Living

Bedroom 2exist

SECTIONAL ELEVATION E-E 1:100

Site plan 1:200

steps

See attachedphoto

2x 170 steps downto pool

599.0m²

433.0m²

New

62.0m²

14.0m²

Addition

419.0m²

537.0m²

Existing

Erf

Coverage

Bulk

SCHEDULE OF COVERED AREAS

1151m²

Pergola + study

Pergola