coverage 31,87% 11. any perceived ...buhreinestate.co.za/download/townhouses/sterling-grove/...-hot...
TRANSCRIPT
86
90
19
27
10
0
EQ EQ EQ EQ EQ
3350
12506480
230
1000
230
6030
230
2500
13720
10
00
90
830
60
0
31
00
50
00
62602500
4210
773023055002305030230
1140
180
1000
1804210
75
00
71
80
18
02
30 18
00
90
29
70
23
02
77
92
30
17
60
23
02
78
09
0
5000
12503750
16450
7690
2306000
45
03
01
54
50
EQ
45
0E
Q4
50
24
00
45
0
28
50
28
85
28
85
34
65
3232323232323232323232323207
C/LC/LC/LC/LC/L
152mm x 152mm x 6mm HOT DIPPEDGALVANIZED MILD STEEL BASEPLATE, FIXED TO CONCRETE WITH 4 x M12 BOLTS
TYPICAL PERGOLA FRONT ELEVATIONscale 1 : 50
50mm x 152mmGALVANIZEDSTEEL SQUARE TUBING WELDED TO 152 x 152 x6mm BASEPLATE
50mm X 152mm PAR HARDWOODTIMBER MEMBER
50mm x 152mm GALVANIZEDSTEEL SQUARE TUBE SPACER
C/L
TO MUNICIPALCONNECTION
re 4
DRIVE WAY
paving
scale 1 : 100
GROUND STOREY PLAN/SITE PLAN
NOTES
PROPOSED NEW DWELLINGFOR MSP DEVELOPMENTS
ON ERF 874,(TYPE E)KRAAIFONTEIN
CONTRACTOR
architect
dateno. revision/issue
project
LRB
drawing title
scale
1:100@A3
job no.
date
JAN 2017
rev.
drawn
drw no.
L2016111
COUNCIL DRAWINGS:
GROUND STOREY PLAN/SITE PLAN
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
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.
BUILDING LINES (BACK) 5 000mm
1MAX. FLOOR FACTOR
N/AMAX. FLOOR SPACE
N/ABUILDING LINES (STREET)
MAX. HEIGH (ROOF)
8 000mmMAX. HEIGH (WALLPLATE)
10 000mm
BUILDING LINES (COMMON)
ERF AREA
THE SITE
AREAS SCHEDULE: TYPE E
SERVITUDES
ZONING
N/A
GR1
281,78m²
N/A
REFER TO "ANNEXUREA" FOR FENESTRATIONCALCULATIONS
FENESTRATIONNOTES:
BB
tiles
GUESTWC
FOYERtiles
granolithicscreed
GARAGE
tilesPATIO
GARAGE
KITCHENtilestiles
LOUNGE
D4
sinkstove
FFL: 94 565
wm
f/fr
12 3
10m
m B
OU
ND
AR
Y L
INE
8 0
90m
m B
OU
ND
AR
Y L
INE
3100m
mC
WC
24 410mm BOUNDARY LINE
2400 x
2100m
mS
EC
TIO
NA
LO
VE
RH
EA
DG
AR
AG
E D
OO
R
PC
RE
INF
OR
CE
DC
ON
CR
ET
ELIN
TO
LS
OV
ERFIRE WALL TO
U/S OF SLAB
CLASS EFIRE DOOR (30min)
TO SANS 1253
W1
W2W3W4
W5
STAIRS:RISERS: 194mmTREADS: 250mm
wc
1800mm HIGH PRECAST CONCRETE WALL
ADJACENT ERF 875
ST
ER
LIN
G G
RO
VE
C
RE
SC
EN
T
1413121110
9
87
654321
1800mm HIGH,450 X 450mm CONCRETEBLOCKWORK PIERS WITH PALISADE PANELS @ MAX 3500mm C/C. SMOOTH PLASTER& PAINT FINISH. PLASCON PAINTFINISH OR APPROVED SIMILAR.
re 3
re 2
re 1
braai
paving
tilesDINING
prepbowl
MH
hwb
FFL: 94 480
A
A
ERF 874
granolithicscreed
CLASS EFIRE DOOR (30min)
TO SANS 1253
FFL: 94 390
18 200mm BOUNDARY LINE
pavingDRIVE WAY
2 8
90m
m
BO
UN
DA
RY
LIN
E
1 77
0mm
BO
UN
DA
RY
WA
LL
UNIT 46
UNIT 45
ERF 874
ERF 875
PLATFO
RM
LEVEL
94 310
FFL: 94 390
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.
FLOOR FACTOR 0,577
FOOTPRINT
COVERAGE
THE BUILDING: TYPE E
31,87%
89,80m²
BALCONY
proposed
TOTAL
GROUND STOREY
DESCRIPTION TOTAL
89,80m²
FIRST STOREY
89,80m²
57,13m²
6,30m² 6,30m²
PATIO 9,22m² 9,22m²
162,45m²
57,13m²
162,45m²
BOUNDARY WALLS
SOLID BOUNDARY WALL
PALISADE BOUNDARY WALL
D7
D5
D6
D2
D1
D3
D8
18
00
230 2940 90 2000 90 3620 230 2020
9200 2020
23
03
62
09
03
47
09
0
75
00
230
2940
90
910
90
2000
230
2480
2306490 2710
9200
23
04
15
02
30
28
00
90
29
30
901
00
090 27
0
1940
90
910
189590
40090
sss
G
sss
G
655
93 655
TO MUNICIPALCONNECTION
MHMH
TO MUNICIPALCONNECTION
±1,93m
whbwhb
RE 3
WC
showershower
shower
WCwhb
bath
WCwhb
RE 2
shower
WCwhb
bath
WCwhb
wmsss
RE 1
490
93 820
DRAINAGE SECTIONscale 1 : 100
DISTANCE
COVER LEVEL
INVERT LEVEL
DEPTH
FALL
450
MIN. FALL 1 : 60
93 848
462
±11,28m
FALL
DEPTH
INVERT LEVEL
COVER LEVEL
DISTANCE
93 860
450
94 310
±0,85m
VENTILATE HEAD OFDRAINAGE RUN
94 310 94 310 94 310
PLATFO
RM
LEVEL
94 310ERF 875
ERF 874
UNIT 45
UNIT 46
PROPOSED NEW DWELLINGFOR MSP DEVELOPMENTS
ON ERF 874,(TYPE E)KRAAIFONTEIN
L2016111
A
A
BOUNDARY WALL DETAILscale 1 : 50
200 x 600MASS CONCRETE
STRIP FOUNDATION
NOTES
revision/issueno. date
architect
CONTRACTOR
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 0400-1990.
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
drw no.
drawn
rev.
date
job no.
1:50@A31:100@A3
scale
drawing title
LRB
project
COUNCIL DRAWINGS:
FIRST STOREY PLANDRAINAGE SECTION
BOUNDARY WALL
WD-02
JAN 2017
B B
123456
7 8
91011121314
tilesBATHR
carpet
MAIN BEDROOM
BEDROOM 2carpet carpet
BEDROOM 3
BALCONYtiles
whbwhb
wc
wc
bath
shwrshwr
bic
bic
bic
EN-SUITE
W8W9W10
D9
D10
W6
W7
FFL: 97 285
W11
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.
12 3
10m
m B
OU
ND
AR
Y L
INE
9 0
00m
m B
OU
ND
AR
Y L
INE
20 000mm BOUNDARY LINE
trapdoor
geyser
FFL: 97 160
CONCRETE BLOCKWORK, SMOOTHPLASTERED & PAINTED ONBOTH SIDES. PLASCON PAINTFINISH IN STRICT ACCORDANCEWITH MANUFACTURER'S SPECIFICATIONS.
85mm PLASTER BAND
PALISADE FENCE
1800mm HIGH, 190mmTHICK CONCRETEBLOCKWORK WALL
200 x 600MASS CONCRETE
STRIP FOUNDATION
scale 1 : 100FIRST STOREY PLAN
PALISADE FENCE
300mm HIGH, 190mmTHICK CONCRETEBLOCKWORK WALL
2 8
90m
m
BO
UN
DA
RY
LIN
E
1 77
0mm
BO
UN
DA
RY
WA
LL
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.
D11
D12D13
D14
7360
7360
PROPOSED NEW DWELLINGFOR MSP DEVELOPMENTS
ON ERF 874,(TYPE E)KRAAIFONTEIN
L2016111
152 x 50mm PARMERANTI MEMBERS@ MAX, 600mm C/C
MERANTITIMBER & STEELPERGOLA POST
scale 1 : 100WEST ELEVATION
NORTH ELEVATIONscale 1 : 100
COUNCIL DRAWINGS:
ELEVATIONS
drw no.
drawn
rev.
date
job no.
1:100@A3
scale
drawing title
LRB
project
revision/issueno. date
WD - 03
architect
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
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 SANS 10400:2011
CONTRACTOR
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
JAN 2017
8 000mm WALLPLATE HEIGHT RESTICTION
200 x 600MASS CONCRETESTRIP FOUNDATION
8 000mm WALLPLATE HEIGHT RESTICTION
CE
NT
RE
LIN
E
CE
NT
RE
LIN
E
BO
UN
DA
RY
LIN
E
BO
UN
DA
RY
LIN
E
BO
UN
DA
RY
LIN
E
BO
UN
DA
RY
LIN
E
8 000mm WALLPLATE HEIGHT RESTICTION
SOUTH ELEVATIONscale 1 : 100
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
AD
JA
CE
NT
UN
IT
1800mm HIGH, 140mmTHICK CONCRETEBLOCKWORK WALL
BRICK WORK. SMOOTHPLASTERED & PAINTEDPLASCON PAINTFINISH ACCORDING TOMANUFACTURERSSPECIFICATION ORAPPROVED SIMILAR.COLOUR TO ARCHITECT'SSPECIFICATIONS.
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.
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.
15mm PLASTERDETAIL TOARCHITECT'SSPECIFICATION
15mm PLASTERDETAIL TOARCHITECT'SSPECIFICATION
EVACUATED TUBE COLLECTOR ACCORDINGTO SPECIALISTS SPECIFICATIONS
228 x 50mm PARHARDWOOD BEARER
FIBRE CEMENTCLADDING
FIBRE CEMENTCLADDING
ROOF:PITCH 1 DEGREE"KLIPLOK" ROOF SHEETING
ROOF:PITCH 25 DEGREE0,47mm ALUMINIUM-ZINK "SAFINTRA - CLASSICORR" CORRUGATED PROFILE ROOF SHEETING.
FIBRE CEMENTPANEL