first floor plan 1:100 ground floor plan 1:100 · sap dry wall construction, cladded with aluminium...
Post on 14-May-2020
15 Views
Preview:
TRANSCRIPT
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
top related