ROOF PLAN 1:200
Transcript of 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.
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 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 shade sail, colour light grey, all in accord with TIDM
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
New shade sail, colour light grey, all in accord with TIDM,fitted tightly below pergola
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
New clearsafety glassover eye-browsand pergola, max 900mm deep
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
New shade sail, colour light grey, all in accord with TIDM
remove existposts
exist garden
New shade sail, colour light grey, all in accord with TIDM
New shade sail, colour light grey, all in accord with TIDM
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 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
New clearsafety glassover eye-browsand pergola, max 900mm deep
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 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
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 shade sail, colour light grey, all in accord with TIDM
New shade sail, colour light grey, all in accord with TIDM
New SAP beam 52 x 228
new braaiplaster/paint
new SS flue
exist stone
exist stone
99 sqm
8 sqm
DV
veranda