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18
00
27090 1
00
0 90
293
0
90
280
02
30
415
02
30
750
0
90
347
09
03
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910
230 2940 90 2000 90 4640 230
10220 1000
6490
230 2940 90 910 90 2000 230
189590
400
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3500 230
3730 1000
10220
45
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50
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45
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50
25
32
25
33
25
33
86
90
19
27
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0
EQEQEQEQEQ
3350
71
79
74
98
180
09
02
97
0
230
277
92
30
176
02
30
278
09
0
150
0
180
230
100
090
600
310
05
00
0
90
33
70
23
01
06
02
40
02
30
2500
800900800
2270230
2301000
1801090
5590
12504340137201940
23055002305030230
1940
7360
7360
28602500 6260 7690
16450
125016102306000230100023060302302500
45
03
01
5
34
65
EQ 450 EQ 450 EQ 450
3157 3159 3159
830
200 x 600MASS CONCRETE
STRIP FOUNDATION
1800mm HIGH, 190mmTHICK CONCRETEBLOCKWORK WALL
200 x 600MASS CONCRETE
STRIP FOUNDATION
PALISADE FENCE
300mm HIGH, 190mmTHICK CONCRETEBLOCKWORK WALL
scale 1 : 100FIRST STOREY PLAN
A
A
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
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.
W11
FFL: 98 245
W6
D10
D9
W10 W9 W8
EN-SUITE
bic
bic
bic
shwrshwr
bath
wc
wc
whb whb
1413121110
9
8 7
654321
BB
BEDROOM 2carpet
carpet
MAIN BEDROOM
carpet
BEDROOM 3BALCONY
tiles
W7BATHR
tiles
D11
D12 D13
D14
EXISTINGEXISTING
EXISTING
EXISTING
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
DEMOLISHED
EXISTING WORK
LEGEND
NEW BUILDING WORK1. 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
CONTRACTOR
architect
dateno. revision/issue
project
LRB
drawing title
scale
AS SHOWN@ A1
job no.
date
rev.
drawn
drw no.
L201697
COUNCIL DRAWINGS:
GROUND STOREY PLAN/SITE PLAN, FIRST STOREY PLAN,
ELEVATIONS, DRAINAGE SECTION,PERGOLA ELEVATION,
BOUNDARY WALL DETAIL
WD-01
GENERAL NOTES
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.
ALL ELECTRICAL WIRES IN WALLS, FLOORS ANDCONCRETE CEILINGS TO RUN IN SABS APPROVED CONDUITS
CONTRACTOR TO ALLOW FOR ARCHITECTS BOARD
ALL MATERIALS ETC. TO BE FITTED IN STRICTACCORDANCE WITH MANUFACTURERS' SPECIFICATIONS.
ALL SPECIFICATIONS ETC. TO BE IN ACCORDANCEWITH MODEL PREAMBLES FOR TRADES AS PUBLISHEDBY THE ASSOCIATION OF SOUTH-AFRICAN QUANTITYSURVEYORS.
ALL WORK TO BE DONE IN ACCORDANCE WITH THENATIONAL BUILDING REGULATIONS (SOUTH AFRICANCODE OF PRACTICE) AND BUILDING STANDARDS ACT,ACT SABS 10400:2010
H. LE ROUX BASSONNDIP ARCH(CAPE TECH)
B.BUILD(UPE) B.ARCH(UPE)SACAP REG. NO. 6 135
IN ASSOCIATION WITH WILHELM MARTIN BASSON ARCHITECTS cc.WORCESTER
Old Castle Brewery Unit 005 6 Beach Road Woodstock 7925
Email. [email protected]. 021 447 1125Fax. 021 447 7347Cell. 082 823 1449
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
wm
showershower
94 666
604490
94 780
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
94 808
462
shower
WCwhb
bath
WCwhb
±15,50m
FALL
DEPTH
INVERT LEVEL
COVER LEVEL
DISTANCE
94 820
450
sss
±0,85m ±1,93m
WC
95 27095 27095 27095 270
UNIT 31
UNIT 30
ERF 859
ERF 860
PLATFO
RM
LEVEL
95 270
scale 1 : 50BOUNDARY WALL DETAIL
GROUND STOREY PLAN/SITE PLANscale 1 : 100
SOUTH WEST ELEVATIONscale 1 : 100
SOUTH EAST ELEVATIONscale 1 : 100
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.
FENESTRATIONNOTES:
REFER TO "ANNEXUREA" FOR FENESTRATIONCALCULATIONS
scale 1 : 100NORTH WEST ELEVATION
ST
ER
LIN
G G
RO
VE
CR
ES
CE
NT
re 4
10 380mm BOUNDARY LINE
FFL: 95 350
CLASS EFIRE DOOR (30min)
TO SANS 1253
A
A
hwbpaving
braai
re 3
re 2
re 1
ERF 860
BB
D4
sinkstove
FFL: 95 525f/fr
11 2
90m
m B
OU
ND
AR
Y L
INE
9 7
00m
m B
OU
ND
AR
Y L
INE
3100m
mC
WC
20 000mm BOUNDARY LINE2400 x
2100
mm
SE
CT
ION
AL
OV
ER
HE
AD
GA
RA
GE
DO
OR
PC
RE
INF
OR
CE
DC
ON
CR
ET
ELIN
TO
LS
OV
ER
FIRE WALL TOU/S OF SLAB
CLASS EFIRE DOOR (30min)
TO SANS 1253
W1
W2W3W4
W5
STAIRS:RISERS: 194mmTREADS: 250mm
wc
ZA
ND
VLIE
T D
RIV
E
1413121110
9
8 7
654321
1800mm HIGH, 450 X 450mm CONCRETEBLOCKWORK PIERS WITH PALISADEPANELS @ MAX 3500mm C/C. SMOOTH PLASTER& PAINT FINISH. PLASCON PAINTFINISH OR APPROVED SIMILAR.
wm
MH
TO MUNICIPALCONNECTION
pavingDRIVE WAY
GARAGEgranolithic
screedDINING
tiles
LOUNGEtiles
tiles
GARAGEgranolithic
screed
tilesKITCHEN
tilesFOYER
GUESTWC
tiles
DRIVE WAYpaving
CONCRETE BLOCKWORK, SMOOTHPLASTERED & PAINTED ON
BOTH SIDES. PLASCON PAINTFINISH IN STRICT ACCORDANCE
WITH MANUFACTURER'S SPECIFICATIONS.
85mm PLASTER BAND
PALISADE FENCE
2153,23m
2
22 3,12m
60,31m2
3,12m
60,31m
9,22m²
existing
ROOF:PITCH 1 DEGREE
"KLIPLOK" ROOF SHEETING
FIBRE CEMENTCLADDING
15mm PLASTERDETAIL TO
ARCHITECT'SSPECIFICATION
EVACUATED TUBE COLLECTOR ACCORDINGTO SPECIALISTS SPECIFICATIONS
1000mm HIGH BALUSTRADETO COMPLY WITH MUNICIPALAND NBR REGULATIONS. NOGAP OR OPENING SHALL BEABLE TO LET THROUGH ABALL OF NOT LESS THAN100mmø, AT ANY GIVENPOSITION OR POINT.
AD
JA
CE
NT
UN
IT
BRICK WORK. SMOOTHPLASTERED & PAINTEDPLASCON PAINTFINISH ACCORDING TOMANUFACTURERSSPECIFICATION ORAPPROVED SIMILAR.COLOUR TO ARCHITECT'SSPECIFICATIONS.
CE
NT
RE
LIN
E
BO
UN
DA
RY
LIN
E
8 000mm WALLPLATE HEIGHT RESTICTION
15mm PLASTERDETAIL TO
ARCHITECT'SSPECIFICATION
AD
JA
CE
NT
UN
IT
1800mm HIGH, 140mmTHICK CONCRETEBLOCKWORK WALL
CHIMNEY TO COMPLY WITH ALLRULES & REGULATIONS AS PERIN SANS 10400-V:2010 4.3ROOF TIMBERS TO STOP A MIN.OF 200mm AWAY FROM INSIDEWALL OF CHIMNEY.
CE
NT
RE
LIN
E
BO
UN
DA
RY
LIN
E
200 x 600MASS CONCRETE
STRIP FOUNDATION
8 000mm WALLPLATE HEIGHT RESTICTION
FIBRE CEMENTPANEL
ROOF:PITCH 25 DEGREE0,47mm ALUMINIUM-ZINK "SAFINTRA - CLASSICORR" CORRUGATED PROFILE ROOF SHEETING.
FIBRE CEMENTCLADDING
228 x 50mm PARHARDWOOD BEARER
1000mm HIGH BALUSTRADETO COMPLY WITH MUNICIPALAND NBR REGULATIONS. NOGAP OR OPENING SHALL BEABLE TO LET THROUGH ABALL OF NOT LESS THAN100mmø, AT ANY GIVENPOSITION OR POINT.
BO
UN
DA
RY
LIN
E
BO
UN
DA
RY
LIN
E
8 000mm WALLPLATE HEIGHT RESTICTION
152 x 50mm PARMERANTI MEMBERS@ MAX, 600mm C/C
MERANTITIMBER & STEELPERGOLA POST
6 730mm BOUNDARY LINE3 220m
m
BOUNDARYLINE
FFL: 95 350
BUILDING LINES (BACK) 5 000mm
FLOOR FACTOR 0,785
FOOTPRINT
proposed
COVERAGE
TOTALDESCRIPTION
THE BUILDING: TYPE E
89,80m²
43.38%
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 E
SERVITUDES
ZONING
N/A
GR1
207m²
N/A
BALCONY
TOTAL
GROUND STOREY 89,80m²
FIRST STOREY
9,22m²9,22m²
89,80m²
162,45m²
D8D5
D2
D6
D3
D1EXISTING
EXISTINGEXISTING
EXISTING
EXISTING
FFL: 95 525
"S""S"
W14
NEWCOVERED
PATIO
COVERED PATIO
FEB2018
TYPE E
600
12
00 21
009
00
365
25°
100
0
21
00
21
00
25
50
17
02
55
0
25
50
17
02
55
0
21
00
2400
21
00
900860
1760
2400
21
00
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
15
00
25
50
900
12
00
21
00
90
0
F.F.L.
ACCORDING TO WINDOW MANUFACTURERS SPEC
N/A
W1, W9
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
2
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
CONTRACTOR
architect
dateno. revision/issue
project
LRB
drawing title
scale
AS SHOWN@ A1
job no.
date
rev.
drawn
drw no.
L201697
COUNCIL DRAWINGS:
SECTION A-A,SECTION B-B,SCHEDULES
WD-02
GENERAL NOTES
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.
ALL ELECTRICAL WIRES IN WALLS, FLOORS ANDCONCRETE CEILINGS TO RUN IN SABS APPROVED CONDUITS
CONTRACTOR TO ALLOW FOR ARCHITECTS BOARD
ALL MATERIALS ETC. TO BE FITTED IN STRICTACCORDANCE WITH MANUFACTURERS' SPECIFICATIONS.
ALL SPECIFICATIONS ETC. TO BE IN ACCORDANCEWITH MODEL PREAMBLES FOR TRADES AS PUBLISHEDBY THE ASSOCIATION OF SOUTH-AFRICAN QUANTITYSURVEYORS.
ALL WORK TO BE DONE IN ACCORDANCE WITH THENATIONAL BUILDING REGULATIONS (SOUTH AFRICANCODE OF PRACTICE) AND BUILDING STANDARDS ACT,ACT SABS 10400:2010
H. LE ROUX BASSONNDIP ARCH(CAPE TECH)
B.BUILD(UPE) B.ARCH(UPE)SACAP REG. NO. 6 135
IN ASSOCIATION WITH WILHELM MARTIN BASSON ARCHITECTS cc.WORCESTER
Old Castle Brewery Unit 005 6 Beach Road Woodstock 7925
Email. [email protected]. 021 447 1125Fax. 021 447 7347Cell. 082 823 1449
scale 1 : 50
TYPICAL SOFFIT DETAIL
FIBRE CEMENT SOFFIT NAILED TO UNDERSIDE OF TRUSS.PAINTEDAND FINISHED WITH QUARTER ROUND.
scale 1 : 50SECTION A - A
FLOOR FINISH ON 30mm THICK CEMENT SCREED,ON 100mm MASS CONCRETE FLOOR SLAB, ON
"GUNDLE" 250micron DPM LAID IN WIDESTPRACTICAL WIDTHS & IN STRICT ACCORDANCE
WITH MANUFACTURERS INSTRUCTIONS ON 50mmCLEAN BUILDING SAND ON WELL COMPACTEDFILLING IN LAYERS OF NOT EXCEEDING 150mm
& TO 100% MOD. AASHTO.
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.
25 mPA 700 X 250mmMASS CONCRETE
STRIP FOUNDATION
25 mPA 700 X 250mmMASS 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
REINFORCED CONCRETESLAB TO ENGINEER'SSPECIFICATIONS
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
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.
FIBRE CEMENT SOFFIT NAILED TO UNDERSIDE OFTRUSS.PAINTED AND FINISHED WITH QUARTER ROUND.
scale 1 : 50
SECTION B - B
PC REINFORCEDCONCRETE LINTOL
FFL: 95 525
FFL: 98 245
GARAGE
DININGROOM
BEDROOM 2
STEPPED DPC WEEPHOLES ATEVERY 4TH MORTAR JOINT
ABOVE OPENINGS.
6,4mm THICK SKIMMED "RHINO BOARD" CEILING ON 38 X 38mm SAP BRANDERINGAT MAX. 400mm C/C, SPANNING IN ONE DIRECTION ONLY. CEILING FIXED TO
BRADERING 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.
REINFORCED CONCRETESLAB TO ENGINEER'S
SPECIFICATIONS
FLOOR FINISH ON 30mm THICK CEMENT SCREED,ON 100mm MASS CONCRETE FLOOR SLAB, ON
"GUNDLE" 250micron DPM LAID IN WIDESTPRACTICAL WIDTHS & IN STRICT ACCORDANCE
WITH MANUFACTURERS INSTRUCTIONS ON 50mmCLEAN BUILDING SAND ON WELL COMPACTEDFILLING IN LAYERS OF NOT EXCEEDING 150mm
& TO 100% MOD. AASHTO.
25 mPA 700 X 250mmMASS CONCRETE
STRIP FOUNDATION
25 mPA 700 X 250mmMASS CONCRETE
STRIP FOUNDATION
25 mPA 700 X 250mmMASS CONCRETE
STRIP FOUNDATION
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.
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.
30mm THICK GRANOLITHIC SCREED, ON 100mm MASSCONCRETE FLOOR SLAB, ON "GUNDLE" 250micron DPMLAID IN WIDEST PRACTICAL WIDTHS & IN STRICTACCORDANCE WITH MANUFACTURERS INSTRUCTIONSON 50mm CLEAN BUILDING SAND ON WELL COMPACTEDFILLING IN LAYERS OF NOT EXCEEDING 150mm & TO100% MOD. AASHTO.
BEDROOM 3
BALCONY
PC REINFORCEDCONCRETE LINTOL
FFL: 95 350
FIBRE CEMENT SOFFIT NAILED TO UNDERSIDE OF TRUSS.PAINTED
AND FINISHED WITH QUARTER ROUND.
EXISTING
EXISTING
EXISTING
EXISTING EXISTING
EXISTING
EXISTING
"S""S"
F.F.L.F.F.L.
"S"
F.F.L.
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
N/A
N/A
ACCORDING TO MANUFACTURERS SPECIFICATION
2 400 x 2 100mm ZINCALUMESECTIONAL OVERHEAD GARAGE DOOR.
ACCORDING TO DOOR MANUFACTURER'S SPECIFICATION.
DOOR
FRAME
DESCRIPTION / CAT No.
IRONMONGERY
BURGLAR BARS
DOOR POSITION No.
QUANTITY
DOORSCHEDULE
DOOR TYPE
DESCRIPTION / CAT No.
FINISH
FINISH
GLAZING
TYPE A
D1, D3
ACCORDING TO ARCHITECT'S SPECIFICATION
TYPE B
D2
PLASCON VELVAGLO PAINTFINISH ACCORDINGTO MANUFACTURERS SPECIFICATIONOR APPROVED SIMILAR.
TYPE C
6mm TOUGHENED SAFETY GLASS
ALLOW P.C. SUM OF R500
2
D4
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.
ACCORDING TO WINDOW MANUFACTURERS SPEC
N/A
W10
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
W5, W11
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
W3, W4, W6
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
W2, W7, W8
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
D8, D11, D12, D13, D14
5
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.
D10
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.
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
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
D9
TYPE E
N/A
N/A
PLASCON VELVAGLO PAINTFINISH ACCORDINGTO MANUFACTURERS SPECIFICATIONOR APPROVED SIMILAR.
D5, D6
TYPE D
2
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 E
