WATSONIA - Knysna
1
17.5°pitch 17.5°pitch NEW KITCHEN NEW DINNING NEW LIVING ROOM NEW DOUBLE GARAGE NEW KITCHEN NEW STOEP SECTION A-A Scale 1:100 SECTION B-B Scale 1:100 NEW WATER TANK STORE 2330 2755 2245 2095 235 2100 555 7400 170 2655 RETAINING WALL (SECTIONAL DIAGRAM) SCALE 1:25 DETAIL A to engineers specification 14100 0 3650 150 6500 150 3500 150 11050 1950 150 3800 150 2500 150 1500 150 2500 150 1800 6500 150 4100 1950 11200 14100 150 6950 150 1000 3750 150 1800 W 1 01 W 2 01 W 1 02 W 3 01 W 3 02 W 2 02 W 2 03 D 1 01 D 1 02 D 2 01 D 2 02 D 2 03 SD1 02 SD1 03 SD1 04 SD1 01 D 1 03 A A B B 150 NEW BEDROOM 2 tile (to client spec) NEW KITCHEN tile (to client spec) NEW DINNING tile (to client spec) NEW LIVING ROOM tile (to client spec) NEW BEDROOM 1 tile (to client spec) NEW DOUBLE GARAGE polished concrete (to client specifications) NEW STOEP EXISTING DWELLING GROUND FLOOR PLAN Scale 1:100 500 RE IE to municipal manhole NEW BATHROOM tile (to client spec) B B WATER TANK STORE floated concrete 2180 14100 150 13800 150 980 2710 330 2715 330 2710 330 3695 1700 330 LOWER GROUND PLAN Scale 1:100 150 150 NEW DECK 150 SITE PLAN Scale 1:200 NW SW SE NE S W E N ERF 106 WATSONIA AVENUE ERF 107 ERF 91 ERF 90 4.5m building line 2m building line 2m building line 2m building line 1.8 m high fence 1000 17.5°pitch 17.5°pitch EXISTING DWELLING P.P 284 RE IE BOUNDAR Y LINE BOUNDARY LINE BOUNDARY LINE 1.8 m high fence 1.8 m high fence BOUNDARY LINE parking parking parking parking gate 1.8 m high fence 900 900 W2 1500 900 W1 1800 1200 1800 2100 W3 SD1 WINDOW SCHEDULE SCALE 1:50 TYPICAL FOUNDATION DETAIL OF AN INTERNAL 150mm WALL DPC 170 SCALE 1:20 1 1 150 600 PROVIDE BRICKFORCE 85mm FLOOR WITH REF193 MESH 20mm BELOW TOP OF 25MPa SLAB. CONDUITS AND PIPING TO BE PLACED UNDER MESH. DPC OR SIMILAR ON SELECTED MATERIAL COMPACTED TO 93% MOD AASHTO ROOF DETAIL SCALE 1:20 DETAIL C TYPICAL SECTION SCALE 1:25 max 2500 max 1800 min 1000 TYPICAL SECTION OF BALUSTRADE (AS PER ENGINEERS SPECIFICATIONS AND DETAIL) SCALE 1:25 100 100 min 1000 TYPICAL ELEVATION OF BALUSTRADE (AS PER ENGINEERS SPECIFICATIONS AND DETAIL) SCALE 1:25 max 1500 SCALE DRAWN DRAWING NO. DATE CHECKED REVISION HLE HLE N O T E S ALL RELEVANT DETAILS, LEVELS AND DIMENSIONS TO BE CHECKED ON SITE PRIOR TO COMMENCEMENT OF WORK. THE ARCHITECT ACCEPTS NO RESPONSIBILTY FOR ERRORS RESULTING FROM MISINTERPRETATION OF THE DRAWINGS. ALL DIMENSIONS ARE GIVEN IN MILLIMETERS GENERAL SPECIFICATIONS : FEBRUARY 2020 PROJECT DRAWING SIGNATURE OF ARCHITECT : HENRY ERASMUS P.O. BOX 843, KNYSNA, 6570 CELL. : 082 657 111 5 FAX. : 086 5135 840 E-MAIL : [email protected] SIGNATURE OWNER : MR & MRS MARK ROBERTS Pr. Arch. Draught Reg. no. D1444 HENRY ERASMUS' ARCHITECTURAL DRAUGHTING SERVICES (H.E.A.D.S.) 1:100/1:200 HK 699-01-A0 0 PROPERTY OF THE DRAUGHTSPERSON FLOOR PLANS, SECTIONS,DETAIL & SITE PLAN ADDITIONS ON ERF 106, BRENTON, KNYSNA AREAS 85mm surface bed to engineers detail on max 150mm thick layers of compact fill 800x230 foundation 800x230 foundation 800x230 foundation 800x230 foundation retaining wall to engineers spec 800x230 foundation 85mm surface bed on max 150mm thick layers of compact fill 8m high restriction Perforated Drain Pipe Filling to be supported Hardcore Surcharge Natural angle Retaining wall 250x800 Reinforced concrete foundation to engineer detail Compacted fill Waterproofing by specialist Site area Existing area new dwelling new water storage footprint coverage : 1180m 2 : 155.6m 2 : 115.8m 2 : 30m 2 : 193.6m 2 : 16.4 % NOTE: 1. ATTACH JOISTS TO BEARERS, JOISTS TO BRICKWALLS AND BEARERS TO WALLS WITH 1,6mm HOT DIPPED GALVANIZED STANDARD TRUSS HANGERS. 2. USE ONLY BRASS RING SHANK NAILS AND GALVANIZED BOLTS TO FIT DIAMETER OF HOLES PROVIDED IN HANGERS. TIMBER. 1. TIMBER SHALL BE TREATED FOR ROT FUNGUS AND INSECT ATTACK. 2. THE CUT AREAS OF TREATED TIMBER SHALL BE THOROUGHLY BRUSHED WITH TWO COATS OF PRESERVATIVE. 3. LAMINATED TIMBER SHALL COMPLY WITH SABS 1460. 4. ALL STRUCTURAL TIMBER SHALL BE GRADE 5. 5. ALL STRUCTURAL TIMBER IN LAGOON WATER AREA TO BE MARINE TREATED. 6. ONLY RUST RESISTANT NAILS, BOLTS, NUTS, ETC. SHALL BE USED. 7. ONLY TREATED TIMBER ACCORDING TO SANS 10005 (PREVIOUSLY SABS 05) SHALL BE USED FOR THE FOLLOWING CONDITIONS:- a) INTERNAL- H2 b) EXTERNAL ABOVE GROUND- H3 c) IN GROUND CONTACT- H4 d) IN FRESH WATER/WET SOIL - H5 e) IN SEA WATER - H6 1. ROOF: ROOF PITCH 17.5° WITH CONCRETE TILES TO MATCH EXISTING UNDERTILE MEMBRANE (LAFARGE OR SIMILAR APPROVED). SHEETS ON 76X50MM PURLINS FIXED TO ROOF TRUSSES. THE ROOF STRUCTURE MUST BE ANCHORED TO THE STRUCTURE WITH 2 STRANDS OF GALVANISED WIRE (MINIMUM 2.4MM DIAMETER) OR GALVANISED HOOP IRONS (MINIMUM 32MM WIDE & 1.2MM THICK) DIRECTLY UNDER ROOF TRUSSES OR BEAMS AND AN CHORED AT LEAST 600MM DEEP IN THE WALLS, INCLUDING LOAD BEARING WALLS. ONLY PRE-PUNCHED HOOP IRONS TO BE USED. (ACCREDITED FACTORY DESIGN ROOF TRUSS SYSTEM) TRUSS DESIGN DOES NOT INCLUDE GEYSER IF GEYSER IS TO BE INSTALLED, IT MUST BE INSTALLED ABOVE A LOAD BEARING 2. CEILING: 4.0MM EVERITE NUTEC CEILING BOARD WITH H-TYPE PLASTIC CEILING BOARD JOINTING STRIPS FIXED TO 38 X 50MM BRANDERING @ 450MM CENTRES IN ONE DIRECTION AND 75MM POLYSTHERINE CORNICE. 3. DOORS: HARDWOOD DOORFRAMES DIMENSIONS SHALL BE AT LEAST 50 X 75MM COMPLETE WITH CILL. DOORS SHALL BE OF AN APPROVED HARDWOOD, FRAMED , LEDGED , BRACED , BATTENED DOOR OR WITH A CLOSED BACK , CLASS 1 , EXTERNAL USE (MAY BE DIRECTLY EXPOSED TO WEATHER ONCE SEALED). MEDIUM DUTY, PRESENTING THE SABS/SANS 545 MARK, 40MM THICKNESS , SEALED ON ALL SIX SIDES OF DOOR. EXTERNAL DOORS TO BE FITTED WITH A SEALED WEATHERBOARD (70 X 40MM) DOOR FRAMES TO BE TIMBER WITH A SABS 3 LEVER LOCK INTERNAL HOLLOW CORE DOOR TO BE FITTED WITH SABS 2 LEVER LOCK SET. 4. WINDOWS: WINDOWS SHALL BE ALUMINIUM FRAMED. 5. WALLS: 150MM OUTSIDE WALLS WITH 150MM DIVIDING DRYWALLS SKIMMED AND PAINTED. 375 MICRON EMBOSSED DPC MEMBRANE TO BE PLACED UNDER ALL WALLS. BLOCKFORCE SHALL BE PLACED AT PLINTH LEVEL AND EVERY 3RD COURSE. INTERNAL WALLS SHALL BE BOUND TO THE EXTERNAL WALL WITH BLOCKFORCE AND THE JOINTS POINTED. REINFORCED LINTOLS OVER ALL OPENINGS BETWEEN 400MM AND 3000MM. BRICKFORCE: 2.8MM DIAMETER. EXTERNAL & INTERNAL WALLS TO BE PLASTERED (12MM). 6. FOUNDATIONS: TO BE PROVIDED AS PER ENGINEERS DETAILS. REINFORCED CONCRETE GRADE TO BE 25MPA AT 28 DAYS. SLAB TO HAVE A SCREED FINISH. FLOOR SLABS LEVEL SHALL BE A MIN OF 255MM ABOVE GROUND LEVEL. DPC MEMBRANE OF 250 MICRON MUST BE LAID ON EXISTING SLAB WITH 200MM OVERLAP AND TURNED-UP AROUND THE PERIMETER WITH OVERLAPS AND ALL JOINTS SEALED. SURFACE BEDS TO BE WETTED AND COMPACTED IN LAYERS NOT EXCEEDING 150MM (WHERE NECESSARY). ALL WALLS UNDERNEATH SURFACE BED MUST HAVE A CAVITY OF MIN 50MM AND TO BE FILLED WITH CONCRETE. BRICKFORCE ALL LAYERS TILL SURFACE BED LEVEL. 7. PLUMBING & DRAINAGE: WATER PIPE TO BE 15MM DEPTH OF 450MM WITH A SINGLE STOPCOCK. ALL SOIL DRAINS PIPES (110MM Ã) TO HAVE A MINIMUM FALL OF 1:60 WITH MIN. COVER OF 450MM WITH A GULLY. ALL WASTE PIPES TO BE 40MM EXTERNAL. PLUMBING (ESPECIALLY WATER SUPPLY) UP TO EDGE OF BUILDING TO COMPLY WITH CIVIL ENGINEERIMG STANDARDS. 8. ELECTRICAL: A FULL DB BOARD. THE ELECTRICAL INSTALLATION MUST COMPLY WITH SABS 0142 - THE CODE OF PRACTICE FOR THE WIRING OF PREMISES, AND THE RELEVENT MUNICIPAL BY-LAWS. 9. EXTERNAL PAINT FINISH: QUALITY PLASCON POLVIN RANGE OR SIMILAR APPROVED. EXTERIOR WALLS EXTERNAL WALLS SHALL BE PAINTED WITH 3 COATS WATER RESISTANT ACRYLIC PAINT (SABS 0142 CODE KK17) WOODEN DOORS MUST BE TREATED WITH A PAINT SEALENT OR VARNISHED BEFORE INSTALLATION (3 COATS) INTERIOR WALL EXTERIOR GRADE SUPER ACRYLIC PVA TO A CHOICE OF COLOURS. 10.DRY WALLS: 38X100 FRAMING WITH STUDS & NOGGINS @ 600C/C, CLAD IN 10MM RHINO WALL BOARD. 225mmx12mm Nutec fascia & barge boards with joiners square gutter and downpipe Single sided Residential aluminium/foil undertile 17.5° Pitch"double roman" roof tiles 38 x 38 Brandering@ max 600 c/c 135 mm insulation precast concrete lintol window water proofing 6mm rhinoboard ceiling Roof trusses : Accredited factory design system cove cornice Beam fill to engineers detail mass concrete 30 Mpa underpinning to engineers detail Pitch 17.5° with "double roman" roof tiles and low cost undertile membrane nutec on 50 x 76 pulins at max spacing of 1200 c-c fixed to roof trusses (accredited factory design roof truss system) @ max truss spacing of 1200 mm c-c. Top chord of rafter 38x114 grade 5, Bottom chord or tie beam to be38x152 grade 5. All webs to be 38x114 grade 5 and must have a min of 6 bays in accordance with SANS 1783-2 and in accordance with SANS 10400-L 2011 editio: part L Roofs table 4. TO MANUFACTURERS SPECIFICATIONS. MUST BE SIGNED OFF BY ENGINEER OR COMPETANT PERSON. CEILING: 6mm rhinoboard ceiling board with H-Type plastic ceiling board jointing strips fixed to 38 x 38mm brandering @ min 600mm centres in one direction and 75mm Polystyrene Cornice. Pitch 17.5° with "double roman" roof tiles and low cost undertile membrane nutec on 50 x 76 pulins at max spacing of 1200 c-c fixed to roof trusses (accredited factory design roof truss system) @ max truss spacing of 1200 mm c-c. Top chord of rafter 38x114 grade 5, Bottom chord or tie beam to be38x152 grade 5. All webs to be 38x114 grade 5 and must have a min of 6 bays in accordance with SANS 1783-2 and in accordance with SANS 10400-L 2011 editio: part L Roofs table 4. TO MANUFACTURERS SPECIFICATIONS. MUST BE SIGNED OFF BY ENGINEER OR COMPETANT PERSON. CEILING: 6mm rhinoboard ceiling board with H-Type plastic ceiling board jointing strips fixed to 38 x 38mm brandering @ min 600mm centres in one direction and 75mm Polystyrene Cornice. FENCE NOTE: material may change as per clients preference and modifications all within the NBR and municipal bylaws also in accordance with SANS 10400 2.8mm thick wire spaced @ max 100mm apart HANDRAIL: 38mm x 114mm timber handrail with a natural varnish finish fixed to timber post POST: 50mm x 114mm upright timber post spaced @ max 1500mm c-c with a natural varnish finish BOTTOM RUNNER: 38mm x 114mm timber runner with a natural varnish finish BALUSTRADE: 38mm x 38mm timber balusters spaced @ max 100mm c-c fixed vertically on top & bottom runner finished with a natural colour varnish TOP RUNNER: 38mm x 114mm timber runner with a natural varnish finish
Transcript of WATSONIA - Knysna
17.5°pitch 17.5°pitch
NEWKITCHEN
NEWDINNING
NEWLIVING ROOM
NEWDOUBLE GARAGE
NEWKITCHEN
NEWSTOEP
SECTION A-AScale 1:100
SECTION B-BScale 1:100
NEWWATERTANKSTORE
23
30
27
55
22
45
20
95
23
52
10
05
55
74
00
17
02
65
5
RETAINING WALL (SECTIONAL DIAGRAM)
SCALE 1:25
DETAIL A
to engineers specification
14100
0 3650 150 6500 150 3500 150
110
50
19
50
15
03
80
01
50
25
00
15
01
50
01
50
25
00
15
0
18
00
65
00
15
04
10
01
95
0
112
00
14100
150 6950 150 1000 3750 150 1800
W 101
W 201
W 102
W 301
W 302
W 202
W 203
D 101
D 102
D 201
D 202
D 203
SD102
SD103
SD104
SD101
D 103
AA
B
B
150
NEWBEDROOM 2tile (to client spec)
NEWKITCHENtile (to client spec)
NEWDINNINGtile (to client spec)
NEWLIVING ROOMtile (to client spec)
NEWBEDROOM 1tile (to client spec)
NEWDOUBLE GARAGEpolished concrete(to client specifications)
NEWSTOEP
EXISTINGDWELLING
GROUND FLOOR PLANScale 1:100
500
RE
IE
to municipalmanhole
NEWBATHROOMtile (to client spec)
B
B
WATER TANKSTOREfloated concrete
21
80
14100
150 13800 150
980 2710 330 2715 330 2710 330 3695
17
00
33
0
LOWER GROUND PLANScale 1:100
15
01
50
NEW DECK
15
0
SITE PLANScale 1:200
NW
SWSE
NE
S
W
E
N
ERF 106
WATSONIA AVENUE
ERF 107
ERF 91
ERF 90
4.5m building line
2m building line
2m
build
ing li
ne
2m
build
ing li
ne
1.8 m high fence
1000
17.5°pitch
17.5°pitch
EXISTING DWELLING
P.P284
RE
IE
BO
UN
DA
RY
LIN
E
BOUNDARY LINE
BO
UN
DA
RY
LIN
E
1.8 m high fence
1.8
m h
igh fence
BOUNDARY LINE
park
ing
park
ing
park
ing
park
ing
gate
1.8
m h
igh fence
900
90
0
W2
1500
90
0
W1
1800
12
00
1800
21
00
W3 SD1
WINDOW SCHEDULESCALE 1:50
TYPICAL FOUNDATION DETAIL OF AN INTERNAL 150mm WALL
DPC
17
0
SCALE 1:20
1
1
150
600
PROVIDE BRICKFORCE
85mm FLOOR WITH REF193 MESH20mm BELOW TOP OF 25MPa SLAB.
CONDUITS AND PIPING TO BEPLACED UNDER MESH.
DPC OR SIMILAR ONSELECTED MATERIAL COMPACTED
TO 93% MOD AASHTO
ROOF DETAILSCALE 1:20
DETAIL C
TYPICAL SECTIONSCALE 1:25
max 2500m
ax
18
00
min
1000
TYPICAL SECTION OFBALUSTRADE
(AS PER ENGINEERS SPECIFICATIONS
AND DETAIL)
SCALE 1:25
100
100m
in 1
000
TYPICAL ELEVATIONOF BALUSTRADE
(AS PER ENGINEERS SPECIFICATIONS
AND DETAIL)
SCALE 1:25
max 1500
SCALE
DRAWN
DRAWING NO.
DATE
CHECKED
REVISION
HLEHLE
N O T E S
ALL RELEVANT DETAILS, LEVELS ANDDIMENSIONS TO BE CHECKED ON SITEPRIOR TO COMMENCEMENT OF WORK.THE ARCHITECT ACCEPTS NO RESPONSIBILTYFOR ERRORS RESULTING FROM MISINTERPRETATION OF THE DRAWINGS.ALL DIMENSIONS ARE GIVEN IN MILLIMETERS
GENERAL SPECIFICATIONS :
FEBRUARY 2020
PROJECT
DRAWING
SIGNATURE OF ARCHITECT : HENRY ERASMUS
P.O. BOX 843, KNYSNA, 6570CELL. : 082 657 111 5FAX. : 086 5135 840
E-MAIL : [email protected]
SIGNATURE OWNER : MR & MRS MARK ROBERTS
Pr. Arch. DraughtReg. no. D1444
HENRY ERASMUS' ARCHITECTURAL DRAUGHTING SERVICES (H.E.A.D.S.)
1:100/1:200
HK 699-01-A0 0
PROPERTY OF THE DRAUGHTSPERSON
FLOOR PLANS,SECTIONS,DETAIL
& SITE PLAN
ADDITIONSON ERF 106,
BRENTON, KNYSNA
AREAS
85mm surface bedto engineers detailon max 150mm thicklayers of compact fill
800x230foundation
800x230foundation
800x230foundation
800x230foundation
retainingwall toengineersspec
800x230foundation
85mm surface bed onmax 150mm thicklayers of compact fill
8m high restriction
Perforated Drain Pipe
Filling to be supported
Hardcore
Surcharge
Natural angle
Retaining wall
250x800 Reinforcedconcrete foundationto engineer detail
Compacted fill
Waterproofing by specialist
Site areaExisting area
new dwellingnew water storage
footprintcoverage
: 1180m2
: 155.6m2
: 115.8m2
: 30m2
: 193.6m2
: 16.4 %
NOTE:
1. ATTACH JOISTS TO BEARERS,
JOISTS TO BRICKWALLS AND BEARERS TOWALLS WITH 1,6mm HOT DIPPED GALVANIZEDSTANDARD TRUSS HANGERS.
2. USE ONLY BRASS RING SHANK NAILSAND GALVANIZED BOLTS TO FIT DIAMETER OFHOLES PROVIDED IN HANGERS.
TIMBER.
1. TIMBER SHALL BE TREATED FOR ROTFUNGUS AND INSECT ATTACK.
2. THE CUT AREAS OF TREATED TIMBERSHALL BE THOROUGHLY BRUSHED WITH TWOCOATS OF PRESERVATIVE.
3. LAMINATED TIMBER SHALL COMPLYWITH SABS 1460.
4. ALL STRUCTURAL TIMBER SHALL BEGRADE 5.
5. ALL STRUCTURAL TIMBER IN LAGOONWATER AREA TO BE MARINE TREATED.
6. ONLY RUST RESISTANT NAILS, BOLTS,NUTS, ETC. SHALL BE USED.
7. ONLY TREATED TIMBER ACCORDING TOSANS 10005 (PREVIOUSLY SABS 05) SHALL BEUSED FOR THE FOLLOWING
CONDITIONS:-
a) INTERNAL- H2
b) EXTERNAL ABOVE GROUND- H3
c) IN GROUND CONTACT- H4
d) IN FRESH WATER/WET SOIL - H5
e) IN SEA WATER - H6
1. ROOF: ROOF PITCH 17.5° WITH CONCRETE TILESTO MATCH EXISTING UNDERTILE MEMBRANE(LAFARGE OR SIMILAR APPROVED). SHEETS ON76X50MM PURLINS FIXED TO ROOF TRUSSES. THEROOF STRUCTURE MUST BE ANCHORED TO THESTRUCTURE WITH 2 STRANDS OF GALVANISEDWIRE (MINIMUM 2.4MM DIAMETER) ORGALVANISED HOOP IRONS (MINIMUM 32MMWIDE & 1.2MM THICK) DIRECTLY UNDER ROOFTRUSSES OR BEAMS AND AN CHORED AT LEAST600MM DEEP IN THE WALLS, INCLUDING LOADBEARING WALLS. ONLY PRE-PUNCHED HOOP IRONSTO BE USED. (ACCREDITED FACTORY DESIGN ROOFTRUSS SYSTEM) TRUSS DESIGN DOES NOT INCLUDEGEYSER IF GEYSER IS TO BE INSTALLED, IT MUST BEINSTALLED ABOVE A LOAD BEARING
2. CEILING: 4.0MM EVERITE NUTEC CEILING BOARDWITH H-TYPE PLASTIC CEILING BOARD JOINTINGSTRIPS FIXED TO 38 X 50MM BRANDERING @450MM CENTRES IN ONE DIRECTION AND 75MMPOLYSTHERINE CORNICE.3. DOORS: HARDWOOD DOORFRAMESDIMENSIONS SHALL BE AT LEAST 50 X 75MMCOMPLETE WITH CILL. DOORS SHALL BE OF ANAPPROVED HARDWOOD, FRAMED , LEDGED ,BRACED , BATTENED DOOR OR WITH A CLOSEDBACK , CLASS 1 , EXTERNAL USE (MAY BE DIRECTLYEXPOSED TO WEATHER ONCE SEALED). MEDIUMDUTY, PRESENTING THE SABS/SANS 545 MARK,40MM THICKNESS , SEALED ON ALL SIX SIDES OFDOOR. EXTERNAL DOORS TO BE FITTED WITH ASEALED WEATHERBOARD (70 X 40MM) DOORFRAMES TO BE TIMBER WITH A SABS 3 LEVER LOCKINTERNAL HOLLOW CORE DOOR TO BE FITTEDWITH SABS 2 LEVER LOCK SET.
4. WINDOWS: WINDOWS SHALL BE ALUMINIUMFRAMED.
5. WALLS: 150MM OUTSIDE WALLS WITH 150MMDIVIDING DRYWALLS SKIMMED AND PAINTED. 375MICRON EMBOSSED DPC MEMBRANE TO BEPLACED UNDER ALL WALLS. BLOCKFORCE SHALL BEPLACED AT PLINTH LEVEL AND EVERY 3RD COURSE.INTERNAL WALLS SHALL BE BOUND TO THEEXTERNAL WALL WITH BLOCKFORCE AND THEJOINTS POINTED. REINFORCED LINTOLS OVER ALLOPENINGS BETWEEN 400MM AND 3000MM.BRICKFORCE: 2.8MM DIAMETER. EXTERNAL &INTERNAL WALLS TO BE PLASTERED (12MM).
6. FOUNDATIONS: TO BE PROVIDED AS PERENGINEERS DETAILS. REINFORCED CONCRETEGRADE TO BE 25MPA AT 28 DAYS. SLAB TO HAVE ASCREED FINISH. FLOOR SLABS LEVEL SHALL BE AMIN OF 255MM ABOVE GROUND LEVEL. DPCMEMBRANE OF 250 MICRON MUST BE LAID ONEXISTING SLAB WITH 200MM OVERLAP ANDTURNED-UP AROUND THE PERIMETER WITHOVERLAPS AND ALL JOINTS SEALED. SURFACE BEDSTO BE WETTED AND COMPACTED IN LAYERS NOTEXCEEDING 150MM (WHERE NECESSARY). ALLWALLS UNDERNEATH SURFACE BED MUST HAVE ACAVITY OF MIN 50MM AND TO BE FILLED WITHCONCRETE. BRICKFORCE ALL LAYERS TILL SURFACEBED LEVEL.
7. PLUMBING & DRAINAGE: WATER PIPE TO BE15MM DEPTH OF 450MM WITH A SINGLESTOPCOCK. ALL SOIL DRAINS PIPES (110MM Ã) TOHAVE A MINIMUM FALL OF 1:60 WITH MIN. COVEROF 450MM WITH A GULLY. ALL WASTE PIPES TO BE40MM EXTERNAL. PLUMBING (ESPECIALLY WATERSUPPLY) UP TO EDGE OF BUILDING TO COMPLYWITH CIVIL ENGINEERIMG STANDARDS.
8. ELECTRICAL: A FULL DB BOARD. THE ELECTRICALINSTALLATION MUST COMPLY WITH SABS 0142 -THE CODE OF PRACTICE FOR THE WIRING OFPREMISES, AND THE RELEVENT MUNICIPALBY-LAWS.9. EXTERNAL PAINT FINISH: QUALITY PLASCONPOLVIN RANGE OR SIMILAR APPROVED. EXTERIORWALLS EXTERNAL WALLS SHALL BE PAINTED WITH3 COATS WATER RESISTANT ACRYLIC PAINT (SABS0142 CODE KK17) WOODEN DOORS MUST BETREATED WITH A PAINT SEALENT OR VARNISHEDBEFORE INSTALLATION (3 COATS) INTERIOR WALLEXTERIOR GRADE SUPER ACRYLIC PVA TO A CHOICEOF COLOURS.
10.DRY WALLS: 38X100 FRAMING WITH STUDS &NOGGINS @ 600C/C, CLAD IN 10MM RHINO WALLBOARD.
225mmx12mm Nutecfascia & barge boards
with joiners
square gutter anddownpipe
Single sidedResidential
aluminium/foilundertile
17.5° Pitch"doubleroman" roof tiles
38 x 38Brandering@max 600 c/c
135 mminsulation
precastconcrete lintol
window
water proofing
6mm rhinoboardceiling
Roof trusses :Accreditedfactory designsystem
cove cornice
Beam fill
to engineersdetail
mass concrete30 Mpaunderpinning toengineers detail
Pitch 17.5° with "double roman" roof tiles and low cost undertile membrane nutec on 50x 76 pulins at max spacing of 1200 c-c fixed to roof trusses (accredited factory designroof truss system) @ max truss spacing of 1200 mm c-c. Top chord of rafter 38x114grade 5, Bottom chord or tie beam to be38x152 grade 5. All webs to be 38x114 grade 5and must have a min of 6 bays in accordance with SANS 1783-2 and in accordancewith SANS 10400-L 2011 editio: part L Roofs table 4.TO MANUFACTURERS SPECIFICATIONS. MUST BE SIGNED OFF BY ENGINEEROR COMPETANT PERSON.CEILING: 6mm rhinoboard ceiling board with H-Type plastic ceiling board jointing stripsfixed to 38 x 38mm brandering @ min 600mm centres in one direction and 75mmPolystyrene Cornice.
Pitch 17.5° with "double roman" roof tiles and low cost undertilemembrane nutec on 50 x 76 pulins at max spacing of 1200 c-cfixed to roof trusses (accredited factory design roof truss system)@ max truss spacing of 1200 mm c-c. Top chord of rafter 38x114grade 5, Bottom chord or tie beam to be38x152 grade 5. All websto be 38x114 grade 5 and must have a min of 6 bays inaccordance with SANS 1783-2 and in accordance with SANS10400-L 2011 editio: part L Roofs table 4.TO MANUFACTURERS SPECIFICATIONS. MUST BE SIGNEDOFF BY ENGINEER OR COMPETANT PERSON.CEILING: 6mm rhinoboard ceiling board with H-Type plasticceiling board jointing strips fixed to 38 x 38mm brandering @ min600mm centres in one direction and 75mm Polystyrene Cornice.
FENCE NOTE:material may change as per clientspreference and modifications allwithin the NBR and municipalbylaws also in accordance withSANS 10400
2.8mm thick wirespaced @ max100mm apart
HANDRAIL:38mm x 114mm timber handrail with anatural varnish finish fixed to timberpost
POST:50mm x 114mm upright timber postspaced @ max 1500mm c-c with anatural varnish finish
BOTTOM RUNNER:38mm x 114mm timber runner with anatural varnish finish
BALUSTRADE:38mm x 38mm timber balusters spaced@ max 100mm c-c fixed vertically ontop & bottom runner finished with anatural colour varnish
TOP RUNNER:38mm x 114mm timber runner with anatural varnish finish
