Embed Size (px)
Citation preview
7360
86
90
19
27
10
0
EQEQEQEQEQ
3350
1250369013770
18
00
910
90
1940
27090 1
00
0 90
293
0
90
280
02
30
415
02
30
750
0
90
347
09
03
62
02
30
7360
1895
90
400
90
230
2000
90
910
90
2940
230
6490
902000902940230 4690 230
10270 1000
3550 230
3780 1000
254
34
50
231
84
50
301
32
25
230
265
0
90
203
0
230
278
0
90
500
03
10
0
600
830
90
100
0
2500
2270230
800900800
36
90
90
33
70
10
60
24
00
23
0
23
0
230
1000
180
1090
2540230
5550
230
5030
230
2540
13720
3500146062602500
230
3270
230
1000
230
6030
230
75
00
15
00
15
00
4940
showershower
95 27095 270
94 616
654487
94 783
MH
TO MUNICIPALCONNECTIONTO MUNICIPALCONNECTION
MH
whbwhb
RE 3
sss
G
RE 2
sss
G
shower
WCwhb
bath
WCwhb
DRAINAGE SECTIONscale 1 : 100
DISTANCE
COVER LEVEL
INVERT LEVEL
DEPTH
FALL
450
RE 1
VENTILATE HEAD OFDRAINAGE RUN
MIN. FALL 1 : 60
94 810
460
shower
WCwhb
bath
WCwhb
±11,48m
FALL
DEPTH
INVERT LEVEL
COVER LEVEL
DISTANCE
94 820
450
95 270
wmsss
±0,85m
95 270
±1,93m
WC
MERANTITIMBER & STEELPERGOLA POST
152 x 50mm PARMERANTI MEMBERS@ MAX, 600mm C/C
8 000mm WALLPLATE HEIGHT RESTICTION
BO
UN
DA
RY
LIN
E
BO
UN
DA
RY
LIN
E
1000mm HIGH BALUSTRADETO COMPLY WITH MUNICIPALAND NBR REGULATIONS. NOGAP OR OPENING SHALL BE
ABLE TO LET THROUGH ABALL OF NOT LESS THAN
100mmø, AT ANY GIVENPOSITION OR POINT.
228 x 50mm PARHARDWOOD BEARER
FIBRE CEMENTCLADDING
ROOF:PITCH 25 DEGREE
0,47mm ALUMINIUM-ZINK "SAFINTRA - CLASSICORR" CORRUGATED PROFILE ROOF SHEETING.
FIBRE CEMENTPANEL
scale 1 : 100
SOUTH WEST ELEVATION
NOTES
"S" = SAFETY GLASS"O" = OPAQUE GLASS
ALL GLASS AREASLARGER THAN 1m²OR LESS THAN 500mmFROM FLOOR LEVELTO RECIEVE SAFETYGLAZING INACCORDANCE WITHSANS 10400-N:2011.
GLASS THICKNESS:AS PER SANS10400-N:2011,4.2, TABLE 1
DOORS & WINDOWS:6mm TOUGHENEDSAFETY GLASS
1. THE CONTRACTOR MUST ESTABLISH THE POSITIONS OF BOUNDARY PEGS,EXISTING STRUCTURES & OBSTRUCTIONS BEFORE ANY WORK COMMENCES. 2. ANY EXCAVATION FOR ANY FOUNDATION MUST BE DONE UNTIL STABLE NATURAL GROUND IS REACHED AND NOT IN FILLED GROUND. 3. WHERE A FOUNDATION WALL IS HIGHER THAN 1 500mm A RETAINING WALL ACCORDING TO ENGINEERS SPECIFICATION MUST BE CONSTRUCTED. 4. FLOORSLABS TO BE CAST A MINIMUM OF 170mm (2 BRICK COURSES) ABOVE NATURAL GROUND LEVEL. 5. PREFABRICATED CONCRETE LINTOLS TO BE BUILT IN OVER ALL OPENINGS.LINTOLS MUST HAVE BEARING DISTANCE OF MINIMUM 225mm AT BOTH SIDES.
6. ALL WALLS TO HAVE "Brick-Force" AT EVERY 5TH COURSE.CAVITY WALLS TO HAVE MINIMUM OF 5 X WIRE TIES PER SQ/M. 7. "Brick-Force" FOR MINIMUM 4 BRICK COURSES ABOVE LINTOL HEIGHT. 8. ALL CARE MUST BE TAKEN TO KEEP CAVITIES CLEAN FROM DPC LEVEL TO EAVES LEVEL. 9. BEAM FILLING TO UNDERSIDE OF ROOF COVER. 10. ROOF OVERHANG : 300mm 11. ANY PERCEIVED INDISTINCTNESS OR CONTRADICTION IN THE DOCUMENTS MUST IMMIDIATELY BE CLEARED WITH THE ARCHITECT.
12. ALL GUTTERS AND DOWNPIPES TO BE ALLUMINIUMAND TO BE INSTALLED AS MANUFACTURER'S SPECIFICATION.
NOTES
RIDER PLAN FOR MSP DEVELOPMENTS
KRAAIFONTEIN
L201695
drw no.
drawn
rev.
date
job no.
AS SHOWN@ A1
scale
drawing title
LRB
project
revision/issueno. date
architect
CONTRACTOR
WD-01
Old Castle Brewery Unit 005 6 Beach Road Woodstock 7925
Email. [email protected]. 021 447 1125Fax. 021 447 7347Cell. 082 823 1449
IN ASSOCIATION WITH WILHELM MARTIN BASSON ARCHITECTS cc.WORCESTER
H. LE ROUX BASSONNDIP ARCH(CAPE TECH)
B.BUILD(UPE) B.ARCH(UPE)SACAP REG. NO. 6 135
ALL WORK TO BE DONE IN ACCORDANCE WITH THENATIONAL BUILDING REGULATIONS (SOUTH AFRICANCODE OF PRACTICE) AND BUILDING STANDARDS ACT,ACT SABS 10400:2010
ALL SPECIFICATIONS ETC. TO BE IN ACCORDANCEWITH MODEL PREAMBLES FOR TRADES AS PUBLISHEDBY THE ASSOCIATION OF SOUTH-AFRICAN QUANTITYSURVEYORS.
ALL MATERIALS ETC. TO BE FITTED IN STRICTACCORDANCE WITH MANUFACTURERS' SPECIFICATIONS.
CONTRACTOR TO ALLOW FOR ARCHITECTS BOARD ALL ELECTRICAL WIRES IN WALLS, FLOORS ANDCONCRETE CEILINGS TO RUN IN SABS APPROVED CONDUITS
REGULATIONS AND REQUIREMENTS OF ALL RELEVANTAUTHORITIES TO BE ADHERED TO.CONTRACTORS TO CHECK ALL DIMENSIONS AND LEVELSON SITE BEFORE COMMENCING WITH WORK.FIGURED DIMENSIONS TO BE TAKEN IN PREFERENCE TOSCALED MEASUREMENTS.ALL STRUCTURAL DESIGN TO BE THE RESPONSIBILITYOF A PROFESSIONAL ENGINEER.COPYRIGHT RESERVED.
GENERAL NOTES
C/L C/L C/L C/L C/L
152mm x 152mm x 6mm HOT DIPPED
GALVANIZED MILD STEEL BASEPLATE,
FIXED TO CONCRETE WITH 4 x M12 BOLTS
TYPICAL PERGOLA FRONT ELEVATIONscale 1 : 50
50mm x 152mmGALVANIZED
STEEL SQUARE TUBING WELDED
TO 152 x 152 x6mm BASEPLATE
50mm X 152mm PAR HARDWOODTIMBER MEMBER
50mm x 152mm GALVANIZED
STEEL SQUARE TUBE SPACER
C/L
A
A
BOUNDARY WALL DETAILscale 1 : 50
200 x 600MASS CONCRETE
STRIP FOUNDATION
scale 1 : 100
GROUND STOREY PLAN/SITE PLAN
DRAINAGE NOTES
ALL DRAINAGE TO BE IN ACCORDANCEWITH MUNICIPAL REGULATIONS.ALL UNDERGROUND PIPES TO BE 110mmDIAMETER P.V.C. PIPES.ANY DRAINAGE PIPE THAT RUNSBENEATH A CONCRETE SLAB TO BEENCASED IN 100mm CLEAN SANDSURROUND.ALL VENT PIPES & WASTEPIPES TO BE 50mm DIAMETER.
MOVEMENT JOINT NOTES:
CONTRACTOR TO ALLOW FOR MOVEMENT JOINTSIN FLOOR SLABS & WALLS WHERE DEAMEDNECESSARY.JOINTS TO BE SEALED WITH"JOINTEX"
HOT WATERSERVICES NOTES:
-A MIN. OF 50% OF WATER HEATING REQUIREMENTS TO BE PROVIDED BY RENEWABLE MEANS.-SOLAR WATER HEATING SYSTEM SHALL COMPLY WITH SANS 1307 & SANS 10106-THERMAL PERFORMANCE TO BE DETERMINED IN ACCORDANCE WITH SANS 6211-1 & SANS 6211-2.-SOLAR WATER HEATING SYSTEM INSTALLATION TO COMPLY WITH SANS 10254-HOT WATER CYLINDER TO RECEIVE 50mm THICK, NON-COMBUSTIBLE, LIGHTWEIGHT GLASSWOOL "ISOVER - GEYSER BLANKET". SEAL EDGES WITH DUCT TAPE. APPLY 2m OF 20mm THICK "SNAP-ON PIPE" INSULATION ON THE INCOMING COLD WATER PIPES.-ALL EXPOSED PIPES TO & FROM HOT WATER CYLINDER TO BE INSULATED WITH RIGID NON- COMBUSTIBLE LIGHTWEIGHT "ISOVER - GEYSER PIPE INSULATION" GLASSWOOL INSULATION WITH A WALL THICKNESS OF 35mm. INSTALLED IN ACCORDANCE WITH MANUFACTURER'S DETAIL AND SPECIFICATIONS.
REFER TO "ANNEXUREA" FOR FENESTRATIONCALCULATIONS
FENESTRATIONNOTES:
1800mm HIGH PRECAST CONCRETE WALL
1000mm HIGH BALUSTRADETO COMPLY WITH MUNICIPAL AND NBR REGULATIONS. NO GAP OR OPENING SHALL BE ABLE TO LET THROUGH ABALL OF NOT LESS THAN100mmø, AT ANY GIVENPOSITION OR POINT.
ERF 858
ERF 857
UNIT 28
UNIT 29
1800mm HIGH, 190mmTHICK CONCRETEBLOCKWORK WALL
200 x 600MASS CONCRETE
STRIP FOUNDATION
scale 1 : 100FIRST STOREY PLAN
PALISADE FENCE
300mm HIGH, 190mmTHICK CONCRETEBLOCKWORK WALL
PALISADE FENCE
85mm PLASTER BAND
CONCRETE BLOCKWORK, SMOOTHPLASTERED & PAINTED ON
BOTH SIDES. PLASCON PAINTFINISH IN STRICT ACCORDANCE
WITH MANUFACTURER'S SPECIFICATIONS.
FFL: 98 120
geyser
trapdoor
20 000mm BOUNDARY LINE
20 000mm BOUNDARY LINE
9 0
00m
m B
OU
ND
AR
Y L
INE
9 0
00m
m B
OU
ND
AR
Y L
INE
FIRE WALL TO U/SOF ROOF COVERING
W12
FFL: 98 245
W8
W7D3
D2
W11 W10 W9
EN-SUITE
bic
bic
bic
shwrshwr
bath
wc
wc
whb whb
1413121110
9
8 7
654321
BB
BEDROOM 2carpet
carpetBEDROOM 3
tilesBATHRcarpet
MAIN BEDROOM
BALCONY
tiles
PLATFFO
RM
LEVEL
95 270
15mm PLASTERDETAIL TO
ARCHITECT'SSPECIFICATION
CHIMNEY TO COMPLY WITH ALLRULES & REGULATIONS AS PER
IN SANS 10400-V:2010 4.3ROOF TIMBERS TO STOP A MIN.OF 200mm AWAY FROM INSIDE
WALL OF CHIMNEY.
1800mm HIGH, 140mmTHICK CONCRETE
BLOCKWORK WALL
AD
JA
CE
NT
UN
IT
BO
UN
DA
RY
LIN
E
CE
NT
RE
LIN
E
200 x 600MASS CONCRETE
STRIP FOUNDATION
8 000mm WALLPLATE HEIGHT RESTICTION
scale 1 : 100SOUTH EAST ELEVATION
ROOF:PITCH 1 DEGREE
"KLIPLOK" ROOF SHEETING
FIBRE CEMENTCLADDING
EVACUATED TUBE COLLECTOR ACCORDINGTO SPECIALISTS SPECIFICATIONS
15mm PLASTERDETAIL TO
ARCHITECT'SSPECIFICATION
BRICK WORK. SMOOTHPLASTERED & PAINTED
PLASCON PAINTFINISH ACCORDING TO
MANUFACTURERSSPECIFICATION OR
APPROVED SIMILAR.COLOUR TO ARCHITECT'S
SPECIFICATIONS.
AD
JA
CE
NT
UN
IT
1000mm HIGH BALUSTRADETO COMPLY WITH MUNICIPALAND NBR REGULATIONS. NOGAP OR OPENING SHALL BE
ABLE TO LET THROUGH ABALL OF NOT LESS THAN
100mmø, AT ANY GIVENPOSITION OR POINT.
scale 1 : 100NORTH WEST ELEVATION
BO
UN
DA
RY
LIN
E
CE
NT
RE
LIN
E
8 000mm WALLPLATE HEIGHT RESTICTION
1800mm HIGH, 450 X 450mm CONCRETEBLOCKWORK PIERS WITH PALISADEPANELS @ MAX 3500mm C/C. SMOOTH PLASTER& PAINT FINISH. PLASCON PAINTFINISH OR APPROVED SIMILAR.
hwb
re 4
paving
braai
re 1
re 2
re 3
ERF 858
123456
78
91011121314
ZA
ND
VLIE
T D
RIV
E
ST
ER
LIN
G G
RO
VE
CR
ES
CE
NT
ADJACENTERF 857
wc
STAIRS:RISERS: 194mmTREADS: 250mm
W6
W5 W4 W3
W2
W1
CLASS EFIRE DOOR (30min)
TO SANS 1253
FIRE WALL TOU/S OF SLAB P
C R
EIN
FO
RC
ED
CO
NC
RE
TE
LIN
TO
LS
OV
ER
2400 x
2100
mm
SE
CT
ION
AL
OV
ER
HE
AD
GA
RA
GE
DO
OR
20 000mm BOUNDARY LINE
20 000mm BOUNDARY LINE
3100m
mC
WC 9
000m
m B
OU
ND
AR
Y L
INE
9 0
00m
m B
OU
ND
AR
Y L
INE
f/fr
wm
FFL: 95 350
FFL: 95 525
stovesink
D1
B B
DRIVE WAYpaving
CARPORTpaving
tilesLOUNGE
tiles
granolithicscreed
GARAGE
tiles
GUESTWC
tilesDINING
KITCHENtiles
2
2145,11m
0,767
103,28m
57,38%
9,22m²
55,99m²
69,78m²
FOYERtiles
A
A
TO MUNICIPALCONNECTION
ADJACENT
BUILDING LINES (BACK) 5 000mm
1MAX. FLOOR FACTOR
N/AMAX. FLOOR SPACE
N/ABUILDING LINES (STREET)
MAX. HEIGHT (ROOF)
8 000mmMAX. HEIGHT (WALLPLATE)
10 000mm
BUILDING LINES (COMMON)
ERF AREA
THE SITE
AREAS SCHEDULE: TYPE A
SERVITUDES
ZONING
N/A
GR1
180m²
N/A
COUNCIL DRAWINGS:
GROUND STOREY PLAN/SITE PLAN, FIRST STOREY PLAN,ELEVATION, DRAINAGE SECTION,
PERGOLA ELEVATION,BOUNDARY WALL DETAIL
ROOF:PITCH 1 DEGREE "KLIPLOK" ROOF SHEETING
ON 50 x 152mm PAR HARDWOOD PURLIN ON 50 x 228mm PAR HARDWOOD BEAM FIXED TO
TIMBER AND STEEL POST.
D10
D9D8
D7
D6
D5D4
EXISTINGEXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTINGEXISTING
EXISTING
DEMILOSHED
NEW BUILDING WORK
EXISTING WORK
LEGEND
16,22m²
9,22m²
3,12m²
existing
3,12m²
FLOOR FACTOR
FOOTPRINT
proposed
COVERAGE
THE BUILDING: TYPE B
DESCRIPTION TOTAL
BALCONY
154,33m²TOTAL
GROUND STOREY
FIRST STOREY
69,78m²
55,99m²
CARPORT
9,22m²
16,22m²
FFL: 95 525
"S""S"
W14
NEWCOVERED
PATIO
COVERED PATIO
FEB2018
TYPE A
600
12
00 21
009
00
25°
365
25
50
17
02
55
0
100
0
500
0
17
02
55
0
900 2700
15
00
1200
21
00
18
00
600
90
0
21
00
12
00
60
0
21
00
21
00
913
21
00
1800
21
00
2100
21
00
900
21
00
2400860 900
21
00
1760
2400
21
00
15
00
25
50
900
12
00
21
00
90
0
F.F.L.
ACCORDING TO WINDOW MANUFACTURERS SPEC
N/A
W1, W2, W10
3
600 X 900mm ALUMINIUM PROJECTED OUT WINDOW TO MEET "AAAMSA" SPECIFICATION.
EPOXY COATED ALUMINIUM FINISHTO SABS SPEC. COLOUR TOARCHITECT'S SPECIFICATIONS
6mm CLEAR FLOAT GLASS
OTHERS
WINDOW TYPE
WINDOWSCHEDULE
QUANTITY
WINDOW POSITION No.
BURGLAR BARS
IRONMONGERY
WINDOW FINISH
DESCRIPTION / CAT No.
GLAZING
TYPE A
N/A
DOOR
FRAME
DESCRIPTION / CAT No.
IRONMONGERY
BURGLAR BARS
DOOR POSITION No.
QUANTITY
DOORSCHEDULE
DOOR TYPE
DESCRIPTION / CAT No.
FINISH
FINISH
GLAZING
1. THE CONTRACTOR MUST ESTABLISH THE POSITIONS OF BOUNDARY PEGS,EXISTING STRUCTURES & OBSTRUCTIONS BEFORE ANY WORK COMMENCES. 2. ANY EXCAVATION FOR ANY FOUNDATION MUST BE DONE UNTIL STABLE NATURAL GROUND IS REACHED AND NOT IN FILLED GROUND. 3. WHERE A FOUNDATION WALL IS HIGHER THAN 1 500mm A RETAINING WALL ACCORDING TO ENGINEERS SPECIFICATION MUST BE CONSTRUCTED. 4. FLOORSLABS TO BE CAST A MINIMUM OF 170mm (2 BRICK COURSES) ABOVE NATURAL GROUND LEVEL. 5. PREFABRICATED CONCRETE LINTOLS TO BE BUILT IN OVER ALL OPENINGS.LINTOLS MUST HAVE BEARING DISTANCE OF MINIMUM 225mm AT BOTH SIDES.
6. ALL WALLS TO HAVE "Brick-Force" AT EVERY 5TH COURSE.CAVITY WALLS TO HAVE MINIMUM OF 5 X WIRE TIES PER SQ/M. 7. "Brick-Force" FOR MINIMUM 4 BRICK COURSES ABOVE LINTOL HEIGHT. 8. ALL CARE MUST BE TAKEN TO KEEP CAVITIES CLEAN FROM DPC LEVEL TO EAVES LEVEL. 9. BEAM FILLING TO UNDERSIDE OF ROOF COVER. 10. ROOF OVERHANG : 300mm 11. ANY PERCEIVED INDISTINCTNESS OR CONTRADICTION IN THE DOCUMENTS MUST IMMIDIATELY BE CLEARED WITH THE ARCHITECT.
12. ALL GUTTERS AND DOWNPIPES TO BE ALLUMINIUMAND TO BE INSTALLED AS MANUFACTURER'S SPECIFICATION.
NOTES
RIDER PLAN FOR MSP DEVELOPMENTS
KRAAIFONTEIN
L201695
drw no.
drawn
rev.
date
job no.
AS SHOWN@ A1
scale
drawing title
LRB
project
revision/issueno. date
architect
CONTRACTOR
COUNCIL DRAWINGS:
SECTION A-A, SECTION B-B,SCHEDULES
Old Castle Brewery Unit 005 6 Beach Road Woodstock 7925
Email. [email protected]. 021 447 1125Fax. 021 447 7347Cell. 082 823 1449
IN ASSOCIATION WITH WILHELM MARTIN BASSON ARCHITECTS cc.WORCESTER
H. LE ROUX BASSONNDIP ARCH(CAPE TECH)
B.BUILD(UPE) B.ARCH(UPE)SACAP REG. NO. 6 135
ALL WORK TO BE DONE IN ACCORDANCE WITH THENATIONAL BUILDING REGULATIONS (SOUTH AFRICANCODE OF PRACTICE) AND BUILDING STANDARDS ACT,ACT SABS 10400:2010
ALL SPECIFICATIONS ETC. TO BE IN ACCORDANCEWITH MODEL PREAMBLES FOR TRADES AS PUBLISHEDBY THE ASSOCIATION OF SOUTH-AFRICAN QUANTITYSURVEYORS.
ALL MATERIALS ETC. TO BE FITTED IN STRICTACCORDANCE WITH MANUFACTURERS' SPECIFICATIONS.
CONTRACTOR TO ALLOW FOR ARCHITECTS BOARD ALL ELECTRICAL WIRES IN WALLS, FLOORS ANDCONCRETE CEILINGS TO RUN IN SABS APPROVED CONDUITS
REGULATIONS AND REQUIREMENTS OF ALL RELEVANTAUTHORITIES TO BE ADHERED TO.CONTRACTORS TO CHECK ALL DIMENSIONS AND LEVELSON SITE BEFORE COMMENCING WITH WORK.FIGURED DIMENSIONS TO BE TAKEN IN PREFERENCE TOSCALED MEASUREMENTS.ALL STRUCTURAL DESIGN TO BE THE RESPONSIBILITYOF A PROFESSIONAL ENGINEER.COPYRIGHT RESERVED.
GENERAL NOTES
TYPICAL SOFFIT DETAILscale 1 : 50
FIBRE CEMENT SOFFIT NAILED TO UNDERSIDE OF TRUSS.PAINTEDAND FINISHED WITH QUARTER ROUND.
FIBRE CEMENT SOFFIT NAILED TO UNDERSIDE OFTRUSS.PAINTED AND FINISHED WITH QUARTER ROUND.
6,4mm THICK SKIMMED "RHINO BOARD" CEILING ON 38 X 38mm SAP BRANDERINGAT MAX. 400mm C/C, SPANNING IN ONE DIRECTION ONLY. CEILING FIXED TOBRADERING USING 38mm GALVANISED SEMI-CLOUT NAILS AT 150mm C/C.ALL NAILS TO BE PUNCHED IN & STOPPED WITH ONE COAT OF ENAMEL PAINT& SANDED DOWN WHEN DRY. APPLY A UNIVERSAL UNDERCOAT OVER METAL COVERSTRIPS FOLLOWED BY A GOOD QUALITY PVA EMULSION BASED PAINT & FINAL COAT.100mm "ISOTHERM - 11.5kg/m3" THERMAL INSULATION LAID ONTOP OF CEILING.
ROOF:PITCH 25 DEGREE0,47mm ALUMINIUM-ZINK "SAFINTRA - CLASSICORR" CORRUGATED PROFILE ROOF SHEETINGON "ALUCUSHION BUBBLEFOIL FR DOUBLE-SIDED" ON 76 x 50mm SAP PURLINS @ MAX.600mm ON PREFABRICATED TRUSSES BY GANGNAIL OR APPROVED SIMILAR @ MAX.600mm C/C ON 114 X 38mm SAP WALLPLATES. WALLPLATES TO BE ANCHORED DOWN BY30 X 1,6mm THICK GALVANIZED HOOP IRON. HOOP IRON TO BE TIED BACK INTO WALLSTO MINIMUM DEPTH OF 600mm. HOOP IRON TO BE FOLDED UP & OVER WALL PLATES &RAFTERS AND TO BE NAILED DOWN AT BOTH ENDS. 100 X 75mm SEAMLESS ALUMINIUMGUTTERS WITH ALUMINIUM DOWNPIPES, 225 X 15mm PLAIN HIGH DENSITY FIBRE-CEMENTFACIA PAINTED & FIXED TO ROOF CONSTRUCTION ACCORDING TO MANUFACTURER'SSPECIFICATIONS.
EXISTINGMASS CONCRETE
STRIP FOUNDATION
REINFORCED CONCRETESTAIRCASE TO ENGINEER'S
SPECIFICATIONS
1000mm HIGH BALUSTRADETO COMPLY WITH MUNICIPALAND NBR REGULATIONS. NOGAP OR OPENING SHALL BE
ABLE TO LET THROUGH ABALL OF NOT LESS THAN
100mmø, AT ANY GIVENPOSITION OR POINT.
FIRE WALL TO U/SOF ROOF COVERING
EXISTING CONCRETE SLAB
STEPPED DPC WEEPHOLESAT EVERY 4TH MORTAR
JOINT. MIN. 150mm ABOVE NGL.
STEPPED DPC WEEPHOLESAT EVERY 4TH MORTAR
JOINT.
EN-SUITE
FFL: 98 245
FFL: 95 525
KITCHEN
SECTION A - Ascale 1 : 50
SECTION B - Bscale 1 : 50
CHIMNEY TO COMPLY WITH ALLRULES & REGULATIONS AS PER
IN SANS 10400-V:2010 4.3ROOF TIMBERS TO STOP A MIN.OF 200mm AWAY FROM INSIDE
WALL OF CHIMNEY.
ROOF:PITCH 25 DEGREE 0,47mm ALUMINIUM-ZINK "SAFINTRA - CLASSICORR" CORRUGATEDPROFILE ROOF SHEETING ON "ALUCUSHION BUBBLEFOIL FR DOUBLE-SIDED" ON 76 x 50mm SAP PURLINS @ MAX.600mm ON PREFABRICATED TRUSSES BY GANGNAIL OR APPROVED SIMILAR @ MAX. 600mm C/C ON 114 X 38mm SAP WALLPLATES. WALLPLATES TO BE ANCHORED DOWN BY 30 X 1,6mm THICK GALVANIZED HOOPIRON. HOOP IRON TO BE TIED BACK INTO WALLS TO MINIMUM DEPTH OF 600mm. HOOP IRON TO BE FOLDED UP & OVER WALL PLATES & RAFTERS AND TO BE NAILED DOWN AT BOTH ENDS. 100 X 75mm SEAMLESS ALUMINIUM GUTTERS WITH ALUMINIUM DOWNPIPES, 225 X 15mm PLAIN HIGH DENSITY FIBRE-CEMENT FACIAPAINTED & FIXED TO ROOF CONSTRUCTION ACCORDING TO MANUFACTURER'SSPECIFICATIONS.
6,4mm THICK SKIMMED "RHINO BOARD" CEILING ON 38 X 38mm SAP BRANDERINGAT MAX. 400mm C/C, SPANNING IN ONE DIRECTION ONLY. CEILING FIXED TOBRADERING USING 38mm GALVANISED SEMI-CLOUT NAILS AT 150mm C/C.ALL NAILS TO BE PUNCHED IN & STOPPED WITH ONE COAT OF ENAMEL PAINT& SANDED DOWN WHEN DRY. APPLY A UNIVERSAL UNDERCOAT OVER METAL COVERSTRIPSFOLLOWED BY A GOOD QUALITY PVA EMULSION BASED PAINT & FINAL COAT.100mm "ISOTHERM - 11.5kg/m3" THERMAL INSULATION LAID ONTOP OF CEILING.
STEPPED DPC WEEPHOLES ATEVERY 4TH MORTAR JOINT
ABOVE OPENINGS.
BEDROOM 2
DININGROOM
GARAGE
FFL: 98 245
FFL: 95 525
PC REINFORCEDCONCRETE LINTOL
BEDROOM 3
PC REINFORCEDCONCRETE LINTOL
BALCONY
FFL: 95 350
FIBRE CEMENT SOFFIT NAILED TO UNDERSIDE OF TRUSS.PAINTED
AND FINISHED WITH QUARTER ROUND.
WD-02
EXISTING
EXISTING
EXISTING
EXISTINGEXISTING
EXISTING
EXISTING
EXISTING CONCRETE SLAB
EXISTINGMASS CONCRETE
STRIP FOUNDATION
EXISTING CONCRETE SLABEXISTING CONCRETE SLAB
EXISTING CONCRETE SLAB
F.F.L.F.F.L.F.F.L.F.F.L.
F.F.L.
"S""S"
F.F.L.
"S" "S"
"S"
F.F.L.
F.F.L.
"S" "S"
F.F.L.F.F.L.
"S"
F.F.L.
ACCORDING TO WINDOW MANUFACTURERS SPEC
N/A
W11
2 700 X 600mm ALUMINIUM PROJECTED OUT WINDOW TO MEET "AAAMSA" SPECIFICATION.
EPOXY COATED ALUMINIUM FINISHTO SABS SPEC. COLOUR TOARCHITECT'S SPECIFICATIONS
6mm CLEAR FLOAT GLASS
N/A
ACCORDING TO WINDOW MANUFACTURERS SPEC
N/A
W6, W12
2
1 200 X 1 500mm TOP-HUNG ALUMINIUM WINDOWTO MEET "AAAMSA" SPECIFICATION.
EPOXY COATED ALUMINIUM FINISHTO SABS SPEC. COLOUR TOARCHITECT'S SPECIFICATIONS
6mm CLEAR FLOAT GLASS
ACCORDING TO WINDOW MANUFACTURERS SPEC
N/A
3
W4, W5, W7
600 X 1 800mm ALUMINIUM PROJECTED OUT WINDOW TO MEET "AAAMSA" SPECIFICATION.
EPOXY COATED ALUMINIUM FINISHTO SABS SPEC. COLOUR TOARCHITECT'S SPECIFICATIONS
6mm CLEAR FLOAT GLASS
N/A
ACCORDING TO WINDOW MANUFACTURERS SPEC
N/A
W3, W8, W9
3
900 X 900mm ALUMINIUM PROJECTED OUT WINDOW TO MEET "AAAMSA" SPECIFICATION.
EPOXY COATED ALUMINIUM FINISHTO SABS SPEC. COLOUR TOARCHITECT'S SPECIFICATIONS
6mm CLEAR FLOAT GLASS
N/A
GLAZING
DESCRIPTION / CAT No.
WINDOW FINISH
IRONMONGERY
BURGLAR BARS
WINDOW POSITION No.
QUANTITY
WINDOWSCHEDULE
WINDOW TYPE
OTHERS
N/A
D7, D8, D9, D10
4
N/A
45 x 90mm REBATED HARDWOOD FRAME (NO SILL) ACCORDING TO MANUFACTURER'S SPECIFICATION.
913 x 2 100 mm HOLLOW CORE VENEERED DOOR
N/A
1
ACCORDING TO MANUFACTURERSSPECIFICATION
EPOXY COATED ALUMINIUM FINISH TO SABS SPEC.COLOUR TO ARCHITECT'S SPECIFICATIONS
EPOXY COATED ALUMINIUM FINISH TO SABS SPEC.COLOUR TO ARCHITECT'S SPECIFICATIONS
1 800 x 2 100mm ALUMINIUMSLIDING DOOR TO MEET "AAAMSA"SPECIFICATIONS.
D6
6mm TOUGHENED SAFETY GLASS
ALLOW P.C. SUM OF R500
N/A
1
6mm CLEAR FLOAT GLASS6mm TOUGHENED SAFETY GLASS WHERE INDICATED
ACCORDING TO MANUFACTURERSSPECIFICATION
EPOXY COATED ALUMINIUM FINISH TO SABS SPEC. COLOUR TO ARCHITECT'S SPECIFICATIONS
EPOXY COATED ALUMINIUM FINISH TO SABS SPEC. COLOUR TO ARCHITECT'S SPECIFICATIONS
2 100 x 2100mm ALUMINIUMSLIDING DOOR WITH PROJECTOUT SIDELIGHTS TO MEET "AAAMSA" SPECIFICATIONS.
1
N/A
HOT DIPPED GALVANIZED PRESSED STEEL DOOR FRAME WITHOUT CILL.
PLASCON PAINT FINISH ACCORDINGTO MANUFACTURERS SPECIFICATIONOR APPROVED SIMILAR.
813 x 2032mm MASONITE DOOR WITH ONE HOUR FIRE RATING
N/A
1
ACCORDING TO MANUFACTURERSSPECIFICATION
EPOXY COATED ALUMINIUM FINISH TO SABS SPEC.COLOUR TO ARCHITECT'S SPECIFICATIONS
EPOXY COATED ALUMINIUM FINISH TO SABS SPEC.COLOUR TO ARCHITECT'S SPECIFICATIONS
2 400 x 2 100mm ALUMINIUMSLIDING DOOR TO MEET "AAAMSA"SPECIFICATIONS.
N/A
1
N/A
6mm TOUGHENED SAFETY GLASS
MERANTI DOOR FRAME WITH CILLAS PER MANUFACTURER'S SPECIFICATION.
PLASCON VELVAGLO PAINTFINISH ACCORDINGTO MANUFACTURERS SPECIFICATIONOR APPROVED SIMILAR.
813 x 2 032 mm FL & B FLATBACKMERANTI DOOR WITH 860 x 2100mmWITH PROJECT OUT SIDE LIGHT TO MEET "AAAMSA" SPECIFICATION.
EPOXY COATED ALUMINIUM FINISH TO SABS SPEC. COLOUR TO ACHITECT'S SPECIFICATIONS
ACCORDING TO DOOR MANUFACTURER'S SPECIFICATION.
2 400 x 2 100mm ZINCALUMESECTIONAL OVERHEAD GARAGE DOOR.
ACCORDING TO MANUFACTURERS SPECIFICATION
N/A
N/A
1
GLAZING
FINISH
FINISH
DESCRIPTION / CAT No.
DOOR TYPE
DOORSCHEDULE
QUANTITY
DOOR POSITION No.
BURGLAR BARS
IRONMONGERY
DESCRIPTION / CAT No.
FRAME
DOOR
1
TYPE E
N/A
TYPE DTYPE CTYPE B
N/A
PLASCON VELVAGLO PAINTFINISH ACCORDINGTO MANUFACTURERS SPECIFICATIONOR APPROVED SIMILAR.
PLASCON VELVAGLO PAINTFINISH ACCORDINGTO MANUFACTURERS SPECIFICATIONOR APPROVED SIMILAR.
TYPE GTYPE F
ALLOW P.C. SUM OF R500
D5
TYPE E
N/A
N/A
PLASCON VELVAGLO PAINTFINISH ACCORDINGTO MANUFACTURERS SPECIFICATIONOR APPROVED SIMILAR.
D4
TYPE D
ALLOW P.C. SUM OF R500
6mm TOUGHENED SAFETY GLASS
D3
TYPE C
PLASCON VELVAGLO PAINTFINISH ACCORDINGTO MANUFACTURERS SPECIFICATIONOR APPROVED SIMILAR.
D2
TYPE B
ACCORDING TO ARCHITECT'S SPECIFICATION
D1
TYPE A
FEB2018
PC REINFORCEDCONCRETE LINTOL
25mPA 600 x 200mmMASS STRIP
FOUNDATION
STEPPED DPC WEEPHOLES AT
EVERY 4TH MORTAR JOINT
ABOVE OPENINGS.
NEWCOVERED
PATIO
ROOF: PITCH 3 DEGREE "KLIPLOK" ROOF SHEETING ON "ALUCUSHION BUBBLEFOIL FRDOUBLE-SIDED" ON 75 x 50mm SAP PURLINS @ MAX. 600mm ON 114 x 38mm SAP
WALLPLATES. WALLPLATES TO BE ANCHORED DOWN BY 30 x 1,6mm THICK GALVANIZED HOOP IRON. HOOP IRON TO BE TIED BACK INTO WALLS TO MIN. DEPTH
OF 600mm. HOOP IRON TO BE FOLDED UP & OVER WALLPLATES & RAFTERS AND TO BENAILED DOWN AT BOTH ENDS. 100 x 75mm SEAMLESS ALUMINIUM GUTTERS WITH UPVC DOWNPIPES.
225 x 15mm PLAIN HIGH DENSITY FIBRE-CEMENT FASCIA PAINTED & FIXED TO ROOF CONSTRUCTIONACCORDING TO MANUFACTURER'S SPECIFICATIONS.
F.F.L.
ACCORDING TO WINDOW MANUFACTURERS SPEC
N/A
EPOXY COATED ALUMINIUM FINISHTO SABS SPEC. COLOUR TOARCHITECT'S SPECIFICATIONS
6mm CLEAR FLOAT GLASS
N/A
TYPE F
1
W14
900 x 1 200mm ALUMINIUM TOP-HUNG WINDOW TO MEET"AAAMSA" SPECIFICATIONS.
TYPE A
![Med · 270 342 [(+72) (270+72) 472 (270+72 [(+72) tztžU +130) (+102)] (+130) 520 (270+250) 1270+102 752 (270+102 (+480) 750 270+480) 852 (270+102 (270+102](https://img.pdfslide.net/doc/110x75/5fb23750d464052f95224679/med-270-342-72-27072-472-27072-72-tztu-130-102-130-520-270250.jpg)