BLOCK B - R11
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S-01 B-03 WM F/FZ LIVING ROOM CER.TILE MAIN BEDROOM CER.TILE BEDROOM 2 CER.TILE BATHR'M CER.TILE KITCHEN CER.TILE DW STUDY/BEDROOM 3 CER.TILE WM F/FZ LIVING ROOM CER.TILE MAIN BEDROOM CER.TILE BEDROOM 2 CER.TILE BATHR'M CER.TILE KITCHEN CER.TILE DW STUDY/BEDROOM 3 CER.TILE WM F/FZ LIVING ROOM CER.TILE MAIN BEDROOM CER.TILE BEDROOM 2 CER.TILE BATHR'M CER.TILE KITCHEN CER.TILE DW STUDY/BEDROOM 3 CER.TILE WM F/FZ LIVING ROOM CER.TILE MAIN BEDROOM CER.TILE BEDROOM 2 CER.TILE BATHR'M CER.TILE KITCHEN CER.TILE DW STUDY/BEDROOM 3 CER.TILE LINTELS OVER @ 2125 FROM U.F.F.L NO WINDOW SILL LINTELS OVER @ 2125 FROM U.F.F.L NO WINDOW SILL LINTELS OVER @ 2125 FROM U.F.F.L NO WINDOW SILL LINTELS OVER @ 2125 FROM U.F.F.L NO WINDOW SILL 440 440 440 440 1940 3420 220 330 1720 220 2400 110 950 110 3400 220 110 2380 3640 3550 1940 220 220 6750 220 2535 220 1940 220 7190 2755 220 440 2380 330 EXPANSION JOINT 440 2630 440 440 2630 440 D05 D03 D02 D03 D04 D08 D05 D03 D02 D03 D04 D08 D01 D06 D04 D04 D03 D07 440 3155 3375 440 3375 3155 440 4440 330 1800 330 735 4440 330 1800 330 735 D03 D07 D01 D04 D04 D06 440 2630 440 440 2630 440 PM1 ND54 NC4 NC6-LH W01 PM1 ND54 NC4 NC6-RH W01 PM1 ND54 NC4 NC6-RH W01 PM1 ND54 NC4 NC6-LH W01 NE1 NE1 NE1 NE1 220 220 3375 110 3600 220 3600 110 3375 220 220 3375 110 3600 220 3600 110 3375 220 330 2400 220 3375 220 7195 220 7190 220 7195 220 3375 220 2400 330 2730 3595 7635 7190 7635 3595 2730 440 1940 3420 220 3640 2380 440 1940 220 3240 110 3400 220 330 1940 220 6750 110 2645 220 440 1720 220 220 6750 220 2535 220 2160 220 7190 2755 2730 220 2290 110 1800 220 2660 220 2660 220 1800 110 2290 220 220 2290 110 1800 220 2660 220 2660 220 1800 110 2290 220 2400 330 330 2400 220 2180 220 1800 110 5765 110 1800 220 4800 220 1800 110 5765 110 1800 220 2180 220 2400 330 110 2620 2400 2130 5765 2130 4800 2130 5765 2130 5020 110 0.000 0.000 0.000 0.000 -0.085 -0.085 UNIT 13 UNIT 14 UNIT 15 UNIT 16 110 220 110 220 110 220 110 220 220 440 1980 440 2160 440 2215 1540 1630 1540 2225 440 2175 440 2175 440 2225 1540 1630 1540 2215 440 2160 440 1980 440 220 220 LINTELS OVER @ 2210 FROM U.F.F.L LINTELS OVER @ 2210 FROM U.F.F.L LINTELS OVER @ 2210 FROM U.F.F.L LINTELS OVER @ 2210 FROM U.F.F.L LINTELS OVER @ 2210 FROM U.F.F.L FIRE WALL UP STAIRS: RISER: 152.8mm TREAD: 250mm STAIRS: RISER: 152.8mm TREAD: 250mm NC5 NC5 35105 12325 S-02 B-03 390 390 810 810 390 390 390 390 840 810 390 390 855 1110 845 845 855 855 1110 845 845 1110 855 935 935 495 495 110 495 495 110 495 495 110 495 495 110 1110 2730 14825 14825 2730 FIRE WALL FIRE WALL AE AE AE AE REINFORCED FOUNDATION OVER DRAIN REINFORCED FOUNDATION OVER DRAIN REINFORCED FOUNDATION OVER DRAIN BALCONY CER.TILE BALCONY CER.TILE BALCONY CER.TILE BALCONY CER.TILE EDGE OF OVERHEAD SLAB EDGE OF OVERHEAD SLAB EDGE OF OVERHEAD SLAB EDGE OF OVERHEAD SLAB REINFORCED FOUNDATION OVER DRAIN 1 2 3 4 5 6 7 8 9 UP 9 1 2 3 4 5 6 7 8 10 12-WAY METERBOARD 12-WAY METERBOARD PLASTERED WALL FINISH PLASTERED WALL FINISH S-01 B-03 WM F/FZ LIVING ROOM CER.TILE MAIN BEDROOM CER.TILE BEDROOM 2 CER.TILE BATHR'M CER.TILE KITCHEN CER.TILE DW STUDY/BEDROOM 3 CER.TILE WM F/FZ LIVING ROOM CER.TILE MAIN BEDROOM CER.TILE BEDROOM 2 CER.TILE BATHR'M CER.TILE KITCHEN CER.TILE DW STUDY/BEDROOM 3 CER.TILE WM F/FZ LIVING ROOM CER.TILE MAIN BEDROOM CER.TILE BEDROOM 2 CER.TILE BATHR'M CER.TILE KITCHEN CER.TILE DW STUDY/BEDROOM 3 CER.TILE WM F/FZ LIVING ROOM CER.TILE MAIN BEDROOM CER.TILE BEDROOM 2 CER.TILE BATHR'M CER.TILE KITCHEN CER.TILE DW STUDY/BEDROOM 3 CER.TILE LINTELS OVER @ 2125 FROM U.F.F.L NO WINDOW SILL LINTELS OVER @ 2125 FROM U.F.F.L NO WINDOW SILL LINTELS OVER @ 2125 FROM U.F.F.L NO WINDOW SILL LINTELS OVER @ 2125 FROM U.F.F.L NO WINDOW SILL 780 220 440 1940 3420 220 3550 3640 2380 440 1940 3420 220 2380 3640 3550 2380 220 3240 110 3400 220 440 440 330 1720 220 220 6750 220 2535 220 2050 220 7190 2755 440 2630 440 440 2630 440 EXPANSION JOINT D08 D04 D03 D03 D05 D02 D07 D03 D04 D04 D06 D01 D03 D03 D05 D02 D01 D03 D04 D07 D08 D04 D04 D06 780 220 330 1940 220 6750 110 2645 220 1940 220 2400 110 950 110 3400 220 440 1720 220 220 6750 220 2535 220 2160 220 7190 2755 2730 220 2290 110 1800 220 2660 220 2660 220 1800 110 2290 220 220 2290 110 1800 220 2660 220 2660 220 1800 110 2290 220 2400 330 PM1 ND4 NC4 NC6-LH W01 PM1 ND4 NC4 NC6-RH W01 PM1 ND4 NC4 NC6-RH W01 PM1 ND4 NC4 NC6-LH W01 NE1 NE1 NE1 NE1 330 2400 220 2180 220 1800 110 5765 110 1800 220 4800 220 1800 110 5765 110 1800 220 2180 220 2730 110 2620 2400 2130 5765 2130 4800 2130 5765 2130 2400 2620 110 440 3155 3375 440 3375 3155 440 4440 330 1800 330 735 4440 330 1800 330 735 220 3375 110 3600 220 3600 110 3375 220 220 3375 110 3600 220 3600 110 3375 220 330 2400 220 3375 220 7195 220 7190 220 7195 220 3375 220 2400 330 2730 3595 7635 7190 7635 3595 2730 110 450 450 75 110 450 450 110 2380 1940 2160 1940 2380 1940 2160 2380 1940 220 110 440 440 2630 440 440 2630 440 2.750 2.750 2.750 2.750 2.665 2.665 UNIT 17 UNIT 18 UNIT 19 UNIT 20 110 220 110 220 110 220 110 220 220 220 220 LINTELS OVER @ 2210 FROM U.F.F.L LINTELS OVER @ 2210 FROM U.F.F.L LINTELS OVER @ 2210 FROM U.F.F.L LINTELS OVER @ 2210 FROM U.F.F.L LINTELS OVER @ 2210 FROM U.F.F.L FIRE WALL 18 STAIRS: RISER: 152.8mm TREAD: 250mm STAIRS: RISER: 152.8mm TREAD: 250mm NC5 NC5 440 1980 440 2160 440 2215 1540 1630 1540 2225 440 2175 440 2175 440 2225 1540 1630 1540 2215 440 2160 440 440 35105 12325 S-02 B-03 390 810 810 390 390 860 845 845 845 845 1000 1110 1110 1110 935 390 810 840 390 390 390 860 495 110 495 495 495 110 860 860 935 495 495 110 495 495 110 390 2730 14825 14825 2730 FIRE WALL FIRE WALL 110 BALCONY CER.TILE BALCONY CER.TILE BALCONY CER.TILE BALCONY CER.TILE 365 3195 880 2460 735 365 3195 880 2460 735 1000 1110 STEEL LOUVRE ACC. TO DETAIL 7410 7410 7410 7410 STEEL LOUVRE ACC. TO DETAIL STEEL LOUVRE ACC. TO DETAIL STEEL LOUVRE ACC. TO DETAIL UP DN 19 20 21 22 23 24 25 26 27 12 13 14 15 16 17 28 UP DN 19 20 21 22 23 24 25 26 27 12 13 14 15 16 17 18 28 PLASTERED WALL FINISH PLASTERED WALL FINISH FLOOR PLAN LOUVRE SCREEN DETAIL 1:50 50 900 50 1000 FRONT SECTION SIDE SECTION 50X50mm MILD STEEL TUBING FRAME 30X30X2.5mm ANGLE IRON LOUVRES WITHOUT SPACING 50 900 50 1000 BALCONY BALCONY NOTE: ALL STEELWORK: GRIND ALL WELDED JOINTS. POWDER COATED FINISH - COLOUR BLACK. 50X50mm MILD STEEL TUBING FRAME 30X30X2.5mm ANGLE IRON LOUVRES WITHOUT SPACING 1m HIGH BALUSTRADE ACC. TO DETAIL 1m HIGH BALUSTRADE ACC. TO DETAIL 50X50mm MILD STEEL TUBING FRAME 30X30X2.5mm ANGLE IRON LOUVRES WITHOUT SPACING 50 50 150 100 50 700 50 1650 50 150 100 50 700 50 1490 50 GROUND STOREY 0 FIRST STOREY 2750 SECOND STOREY 5500 WALL PLATE 8390 220 220 220 220 220 220 280 280 280 280 280 280 280 340 280 340 280 280 280 280 280 280 340 280 280 280 340 280 280 280 11 GENERAL NOTES: DRAINAGE FOUNDATIONS & FLOORS WALLS CONCRETE ROOF CEILING (FOR CONCRETE SLABS) GLAZING: LIGHTING & VENTILATION: CONSTRUCTION JOINTS: WATERPROOFING: RAIN WATER GOODS WINDOWS ROOF INSULATION & ROOF SISALATION NEW DEVELOPMENT ON PTN 1090 (A PTN OF PTN 998) OF THE FARM KAMEELDRIFT NO. 298 COUNCIL SUBMISSION ALTERATIONS TO STAIRS 01 05/11/2019 REVISION SCHEDULE: Description: Rev: Date: SIGNATURE OF OWNER: CLIENT: PROJECT NO: PROJECT DESCRIPTION: ENGINEER'S DETAILS: DRAWING DESCRIPTION: SCALE: AS SHOWN SIGNATURE OF ARCHITECT: Rev No. Protected by the Copyright Act no. 98 of 1978 WB(wash basin)=50mm WP: BT(bidet)=50mm WP B(bath)=50mm WP S(sink)=50mm WP SW(shower)=50mm WP with deap seal brass trap WC(water closet)=110mm upvc SP(soil pipe) 0,75 m2 3,20 m2 2,10 m2 1,50 m2 3 mm 6 mm 5 mm 4 mm Nominal Thickness: Rhino-lite finish to all slab ceilings Safety Glass in: sliding doors (+ markers), & windows with a sill height les than 500mm All doors with glass panes and side lights to be safety glass. Maximum Size: Reinforced concrete slab as per engineer's drawings and specifications Construction joints (between brick & re-inforced concrete slabs), parapets & water- & dampproofing must comply with SABS0121. Joints to be sealed with siliconebasis sealant 125X100mm chromadeck aluminium gutters and 100x75mm chromadeck aluminium downpipes to comply with SABS 0400. Colour to match walls (where applicable) Old World Concrete pre-cast concrete water spout to all concrete roof slabs. GMS down pipes (NO UPVC FITTINGS ALLOWED) where applicable Contractor must supply AAAMSA-certificate Where short falls occur due to security considerations these shortages will be supplemented to the required levels with Electric Lighting & Artificial Ventilation. Provide IE to all direction/gradient changes. Provide CE for every 25m length of soil pipe. Provide marked covers to all waste fitting. Provide re-seal traps to all waste fittings. All junctions of waste and soil pipes to be accesible along entire length. Bends & Juntions shall not be under buildings. Soil pipes under buildings to be encased in 300mm concrete. External walls: Textured new plaster to comply with SABS code 1090:1996. A SABS certificate of compliance (for items 6.6.1-6.8) must be obtained by the contractor. Paint: Plascon ____________ and Plascon ___________ where indicated on drawings. Internal walls: Plaster & paint. Bathroom & kitchen walls: tiled as per clients specifications. 600x220mm 1:3:6 concrete strip foundations, min depth 300mm, or as per engineers specifications & drwgs. No strip foundations shall encroach any boundary or servitude line. 25mm cement screed on 75mm concrete surfacebed on 250 micron damp proof course on suitable soil filling compacted in max layers of 150mm thickness. all concrete floors according to engineer's specifications & drawings Building work and materials must comply with Local Authorities Bye-Laws and NBR SABS 0400. Do not scale this drawing. Use figured dimensions only. All dims and heights to be checked on site. Descrepencies shall be reported to the architect. All levels, heights, depth, plinths, excavations and number of steps are to be finally checked by the contractor on site. Levels shown are unfinished floor levels. roof tiles: - 150mm THINK PINK glassfibre insulation above ceiling roof sheeting: - sisalation® 405 Multi-purpose grade reinforced aluminium foil insulation double sided under roof sheeting and 150mm THINK PINK glassfibre insulation above ceiling design and draughting studio PENTZ CONSULTING 1195A Cunningham ave, Waverley, 0186 [email protected] 082 495 3038 C.Pentz Professional Architectural Technologist (Reg. No. T0937) SAIAT (SA) (full member) 31832 SHEET NO: Any glass used in any bath enclosure or shower must be safety glass. STORMWATER DRAINAGE 200X85mm Surface drainage outlets 3m c/c on boundary wall. APPRON 1m Concrete/Paving appron all round main and outbuildings of roof design so requires. (ACCORDING TO SANS 10400 - PART H & J): (ACCORDING TO SANS 10400 - PART K): (ACCORDING TO SANS 10400 - PART P): (ACCORDING TO SANS 10400 - PART O): (ACCORDING TO SANS 10400 - PART N): (ACCORDING TO SANS 10400 - PART N): (ACCORDING TO SANS 10400 - PART J & K): CONCRETE ROOF: one layer derbigum sp4 waterproofing membrane, with 75mm side laps and 100mm end laps, sealed to primed surface to falls and crossfalls by `torchfusion` including protection of 50mm thick layer clean 19-25mm crushed stone. applied strictly according to manufacturers specifications on min. 30mm screed with 1:200 slope to concrete water-spout on concrete slab to engineers design. BALCONIES: Tiles laid on 40mm screed on slip sheet on 4mm CG4 DERBIGUM all as per manufacturer's specification. ROOFS: 40mm layer 12-19mm gravel on 50mm riversand on BIDDEM membrane 4mm CG4 DERBIGUM patented waterproofing (ACCORDING TO SANS 10400 - PART J & L): (ACCORDING TO SANS 10400 - PART J & L): (ACCORDING TO SANS 10400 - PART L): chromadek ibr roof sheeting - colour - white lion @ 30° (600 overhang) on 76 x 50 s.a. pine battens on sisalation on 152 x 38 s.a. pine rafters on 114 x 38 struts on 152 x 38 s.a. pine tie beams @ 760mm c/c max. on 114 x 38 s.a. pine wallplates. trusses tied to walls with 4mm∅galvanised steel wire built into walls at least 8 brick courses deep where possible. wall plates bolted to wall with 250mm long galvanised bolts. all s.a. pine to be grade 8 wood (ACCORDING TO SANS 10400 - PART XA): (ACCORDING TO SANS 10400 - PART R): AO= everite fibre cement panels to cover duct access opening, paint to match colour of walls H3 A1 BUILDING CLASSIFICATION: SHEET SIZE: UNIT - T64L/B/C NEW BALCONIES & LOUVRE SCREENS ON FIRST & SECOND STOREY 02 02/03/2020 ALTERATIONS TO BLOCK & UNIT DESCRIPTIONS 03 03/04/2020 BLOCK B - NO. 5 ALTERATIONS TO LOUVRE SCREENS 04 16/04/2020 ALTERATIONS TO STAIRS 05 20/01/2021 ALTERATIONS TO STAIRS 08 25/01/2021 KITCHEN WINDOWS OMITTED 09 05/02/2021 PLASTERED STAIRCASE WALLS 10 11/02/2021 NEW KITCHEN WINDOWS 11 08/03/2021 ALTERATIONS KITCHEN LAYOUT 11 08/03/2021 08 Mar 2021 11:46:02 LEBRA DEVELOPMENT (PROPRIETARY) LTD. B 01 1861 FLOOR PLANS & DETAILS 1 : 100 GROUND STOREY 1 : 100 FIRST STOREY FIRE PROTECTION: (1) any seperating element (wall and floor) between any garage that is not large enough to be classified as j4 and any habitable room shall have a fire resistance of not less than 30 min and the wall shall extend to the underside of the roof. (2) any door between such garage and any such room shall have a fire reisitance of not less than 30 min and such doorway shall require a threshold of not less than 10mm. (3) no combustible roof components shall penetrate the seperating element dividing the space between the garage and the habitable room. (4) any solid timber door constructed with double rebated joints , that have a thickness of not less than 40mm , shall be deemed to comply with the requirement of 4.9.2 for rating of 30 min. (5) chimney as per nbr part 'v' and minimum 1m above roof covering. (6) no services in ceiling void in garage. (7) 12.5mm 30 min x-rated rhino fire ceiling acc. to SANS 10400-t:2011 4.55 SAFETY FILES & SAFETY CERTIFICATES: According to the Occupational Health & Safety Act, Act 85 of 1993, the owner of the stand for whom construction work is performed is the "client" by the Act and is responsible and accountable for the safety of all workers on his stand during a building period. (8) gas installation - to comply with 10087-1: 2008- edition 57.3.3.12. 1 : 100 WALKWAY ELEVATION
Transcript of BLOCK B - R11
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780220
330194022067501102645220
19402202400110950
1103400220
4401720220
220
67502202535220
216022071902755
2730
220
2290
110
1800
220
2660
220
2660
220
1800
110
2290
220 22
0
2290
110
1800
220
2660
220
2660
220
1800
110
2290
220
2400
330
PM1
ND4
NC4
NC6-
LH
W01
PM1
ND4
NC4
NC6-
RH
W01
PM1
ND4
NC4
NC6-
RH
W01
PM1
ND4
NC4
NC6-
LH
W01
NE1
NE1
NE1
NE1
330
2400
220
2180
220
1800
110
5765
110
1800
220
4800
220
1800
110
5765
110
1800
220
2180
220
2730
110
2620
2400
2130
5765
2130
4800
2130
5765
2130
2400
2620
110
440
3155
3375
440
3375
3155
440
4440
330
1800
330
735
4440
330
1800
330
735
220
3375
110
3600
220
3600
110
3375
220
220
3375
110
3600
220
3600
110
3375
220
330
2400
220
3375
220
7195
220
7190
220
7195
220
3375
220
2400
330
2730
3595
7635
7190
7635
3595
2730
110 45
045
07511
0 450
45011
0
2380
1940
2160
1940
2380
1940
2160
2380
1940
220
110
440
4402630440
4402630440
2.750
2.750
2.750
2.750
2.665
2.665
UNIT
17UN
IT 18
UNIT
19UN
IT 20
110
220
110
220
110
220
110
220
220
220
220
LINTE
LS O
VER
@
2210
FROM
U.F.
F.L
LINTE
LS O
VER
@
2210
FROM
U.F.
F.LLIN
TELS
OVE
R @
22
10 FR
OM U
.F.F.L
LINTE
LS O
VER
@
2210
FROM
U.F.
F.LLIN
TELS
OVE
R @
22
10 FR
OM U
.F.F.L
FIRE WALL
18
STAIR
S:RIS
ER: 1
52.8m
mTR
EAD:
250m
m
STAIR
S:RIS
ER: 1
52.8m
mTR
EAD:
250m
m
NC5
NC5
440
1980
440
2160
440
2215
1540
1630
1540
2225
440
2175
440
2175
440
2225
1540
1630
1540
2215
440
2160
440
1980
440
3510
5
12325
S-02
B-03
390
810
810
390
390
860
845
845
845
845
1000 1110
1110
1110
935
390
810
840
390
390
390
860
495
110
495
495
495
110
860
860
935
495
495
110
495
495
110
390
2730
1482
514
825
2730
FIRE WALL
FIRE WALL
110
BALC
ONY
CER.
TILE
BALC
ONY
CER.
TILE
BALC
ONY
CER.
TILE
BALC
ONY
CER.
TILE
365
3195
880
2460
735
365
3195
880
2460
735
1000 1110
STEE
L LOU
VRE
ACC.
TO D
ETAIL
7410
7410
7410
7410
STEE
L LOU
VRE
ACC.
TO D
ETAIL
STEE
L LOU
VRE
ACC.
TO D
ETAIL
STEE
L LOU
VRE
ACC.
TO D
ETAIL
UPDN
192021222324252627
12 13 14 15 16 1728
UPDN
192021222324252627
12 13 14 15 16 1718
28
PLAS
TERE
D W
ALL F
INISH
PLAS
TERE
D W
ALL F
INISH
FLOO
R PL
AN
LOUV
RE SC
REEN
DET
AIL1:5
0
5090050
1000
FRON
T SEC
TION
SIDE S
ECTIO
N
50X5
0mm
MILD
STEE
L TU
BING
FRAM
E
30X3
0X2.5
mm AN
GLE I
RON
LOUV
RES W
ITHOU
T SPA
CING
5090
0 50
1000
BALC
ONY
BALC
ONY
NOTE
:ALL
STEE
LWOR
K: GR
IND
ALL W
ELDE
D JO
INTS
.PO
WDE
R CO
ATED
FINI
SH -C
OLOU
R BL
ACK.
50X5
0mm
MILD
STEE
L TU
BING
FRAM
E
30X3
0X2.5
mm AN
GLE I
RON
LOUV
RES W
ITHOU
T SPA
CING
1m H
IGH
BALU
STRA
DE
ACC.
TO D
ETAIL
1m H
IGH
BALU
STRA
DE
ACC.
TO D
ETAIL
50X5
0mm
MILD
STEE
L TU
BING
FRAM
E
30X3
0X2.5
mm AN
GLE I
RON
LOUV
RES W
ITHOU
T SPA
CING
5050
150100
5070050165050
150100
5070050149050
GR
OU
ND
STO
REY
0
FIR
ST
STO
REY
2750
SEC
ON
D S
TOR
EY
5500
WAL
L PL
ATE
8390
220
220
220
220
220
220
280
280
280
280
280
280
280340280340280280
280 280
280
280
340 280
280
280
340 280
280
280
11
GEN
ERAL
NO
TES:
DR
AIN
AGE
FOU
ND
ATIO
NS
& FL
OO
RS
WAL
LS
CO
NC
RET
E R
OO
F
CEI
LIN
G (F
OR
CO
NC
RET
E SL
ABS)
GLA
ZIN
G:
LIG
HTI
NG
& V
ENTI
LATI
ON
:
CO
NST
RU
CTI
ON
JO
INTS
:
WAT
ERPR
OO
FIN
G:
RAI
N W
ATER
GO
OD
S
WIN
DO
WS
RO
OF
INSU
LATI
ON
& R
OO
F SI
SALA
TIO
N
NEW
DEV
ELO
PMEN
T O
N PT
N 10
90 (A
PTN
OF
PTN
998)
OF
THE
FARM
KAM
EELD
RIFT
NO
. 298
COUN
CIL
SUBM
ISSI
ON
ALTE
RATI
ONS
TO S
TAIR
S01
05/11
/2019
REV
ISIO
N S
CH
EDU
LE:
Desc
riptio
n:Re
v:Da
te:
SIG
NAT
UR
E O
F O
WN
ER:
CLI
ENT:
PRO
JEC
T N
O:
PRO
JEC
T D
ESC
RIP
TIO
N:
ENG
INEE
R'S
DET
AILS
:
DR
AWIN
G D
ESC
RIP
TIO
N:
SCAL
E: A
S SH
OW
N
SIG
NAT
UR
E O
F AR
CH
ITEC
T:
Rev
No.
Prot
ecte
d by
the
Cop
yrig
ht A
ct n
o. 9
8 of
197
8
WB(
wash
basin
)=50
mm W
P:
B
T(bid
et)=5
0mm
WP
B(ba
th)=5
0mm
WP
S(sin
k)=50
mm W
PSW
(show
er)=
50mm
WP
with
deap
seal
bras
s tra
pW
C(wa
ter cl
oset)
=110
mm up
vc S
P(so
il pipe
)
0,75 m
23,2
0 m2
2,10 m
21,5
0 m2
3 mm
6 mm
5 mm
4 mm
Nomi
nal T
hickn
ess:
Rhino
-lite f
inish
to al
l slab
ceilin
gs
Safe
ty Gl
ass i
n:sli
ding d
oors
(+ m
arke
rs), &
wind
ows w
ith a
sill h
eight
les th
an 50
0mm
All d
oors
with
glass
pane
s and
side
lights
to be
safe
ty gla
ss.
Maxim
um S
ize:
Reinf
orce
d con
crete
slab a
s per
engin
eer's
draw
ings a
nd sp
ecific
ation
s
Cons
tructi
on jo
ints (
betw
een b
rick &
re-in
force
d con
crete
slabs
), pa
rape
ts &
water
-&da
mppr
oofin
g mus
t com
ply w
ith S
ABS0
121.
Joint
s to b
e sea
led w
ith si
licon
ebas
is se
alant
125X
100m
m ch
roma
deck
alum
inium
gutte
rs an
d 100
x75m
m ch
roma
deck
alum
inium
down
pipes
to co
mply
with
SABS
0400
. Colo
ur to
matc
h wall
s (wh
ere a
pplic
able)
Old W
orld
Conc
rete
pre-
cast
conc
rete
water
spou
t to al
l con
crete
roof
slabs
. GMS
down
pipe
s (NO
UPV
C FI
TTIN
GS A
LLOW
ED) w
here
appli
cable
Contr
actor
mus
t sup
ply A
AAMS
A-ce
rtifica
te
Whe
re sh
ort f
alls o
ccur
due t
o sec
urity
cons
idera
tions
thes
e sho
rtage
s will
besu
pplem
ented
to th
e req
uired
leve
ls wi
th El
ectric
Ligh
ting &
Arti
ficial
Ven
tilatio
n.
Prov
ide IE
to al
l dire
ction
/grad
ient c
hang
es. P
rovid
e CE
for e
very
25m
length
of so
il pipe
. Pro
vide m
arke
d co
vers
to all
was
te fitt
ing. P
rovid
e re-
seal
traps
to al
l was
te fitt
ings.
All ju
nctio
ns of
was
te an
d soil
pipe
s to b
e ac
cesib
le alo
ng en
tire le
ngth.
Ben
ds &
Junti
ons s
hall n
ot be
unde
r buil
dings
. Soil
pipe
s und
er bu
ilding
s to b
e en
case
d in 3
00mm
conc
rete.
Exter
nal w
alls:
Textu
red n
ew pl
aster
to co
mply
with
SABS
code
109
0:199
6. A
SABS
certif
icate
of co
mplia
nce (
for it
ems 6
.6.1-
6.8) m
ust b
e obta
ined b
y the
contr
actor
. Pain
t:Pl
asco
n ___
____
____
_ and
Plas
con _
____
____
__ w
here
indic
ated o
n dra
wing
s. Int
erna
l wall
s: Pl
aster
& pa
int.
Bathr
oom
& kit
chen
wall
s: tile
d as p
er cl
ients
spec
ificati
ons.
600x
220m
m 1:3
:6 co
ncre
te str
ip fo
unda
tions
, min
depth
300m
m, or
as pe
r eng
ineer
s spe
cifica
tions
& dr
wgs.
No
strip
foun
datio
ns sh
all en
croac
h any
boun
dary
or se
rvitu
de lin
e. 25
mm ce
ment
scre
ed on
75mm
conc
rete
surfa
cebe
d on 2
50 m
icron
damp
proo
f cou
rse on
suita
ble so
il filli
ng co
mpac
ted in
max
laye
rs of
150m
m thi
ckne
ss.
all co
ncre
te flo
ors a
ccor
ding t
o eng
ineer
's sp
ecific
ation
s & dr
awing
s
Build
ing w
ork a
nd m
ateria
ls mu
st co
mply
with
Loca
l Auth
oritie
s Bye
-Law
s and
NBR
SABS
0400
. Do n
ot sc
ale th
is dr
awing
. Use
figur
ed di
mens
ions o
nly. A
ll dim
s and
heigh
ts to
be ch
ecke
d on
site.
Des
crepe
ncies
shall
be re
porte
d to t
hear
chite
ct. A
ll lev
els, h
eights
, dep
th, pl
inths
, exc
avati
ons a
nd nu
mber
of st
eps a
reto
be fin
ally c
heck
ed by
the c
ontra
ctor o
n site
. Lev
els sh
own a
re un
finish
ed flo
or le
vels.
roof
tiles
: -1
50mm
THI
NK P
INK
glass
fibre
insu
lation
abov
e ceil
ingro
of sh
eetin
g:-s
isalat
ion®
405 M
ulti-p
urpo
se gr
ade r
einfo
rced a
lumini
um
f
oil in
sulat
ion do
uble
sided
unde
r roo
f she
eting
and 1
50mm
THIN
K PI
NK gl
assfi
bre i
nsula
tion a
bove
ceilin
g
des
ign
an
d d
rau
ghti
ng
stu
dio
PEN
TZ C
ON
SU
LTIN
G
1195
A C
unni
ngha
m a
ve, W
aver
ley,
018
6 ch
esle
e@pe
ntzc
onsu
lting
.co.
za08
2 49
5 30
38
C.P
entz
Pro
fess
iona
l Arc
hite
ctur
al T
echn
olog
ist (
Reg
. No.
T09
37)
SA
IAT
(SA
) (fu
ll m
embe
r) 3
1832
SHEE
T N
O:
Any g
lass u
sed i
n any
bath
enclo
sure
or sh
ower
mus
t be s
afety
glas
s.
STO
RM
WAT
ER D
RAI
NAG
E20
0X85
mm S
urfa
ce dr
ainag
e outl
ets 3m
c/c o
n bou
ndar
y wall
.
APPR
ON
1m C
oncre
te/Pa
ving a
ppro
n all r
ound
main
and o
utbuil
dings
of ro
of de
sign s
o req
uires
.
(ACC
ORDI
NG T
O SA
NS 10
400 -
PART
H &
J):
(ACC
ORDI
NG T
O SA
NS 10
400 -
PART
K):
(ACC
ORDI
NG T
O SA
NS 10
400 -
PART
P):
(ACC
ORDI
NG T
O SA
NS 10
400 -
PART
O):
(ACC
ORDI
NG T
O SA
NS 10
400 -
PART
N):
(ACC
ORDI
NG T
O SA
NS 10
400 -
PART
N):
(ACC
ORDI
NG T
O SA
NS 10
400 -
PART
J &
K):
CONC
RETE
ROO
F: on
e lay
er de
rbigu
m sp
4 wate
rpro
ofing
mem
bran
e, wi
th 75
mm si
de la
ps an
d 100
mm
end l
aps,
seale
d to p
rimed
surfa
ce to
falls
and c
ross
falls
by `t
orch
fusio
n` in
cludin
g pro
tectio
n of 5
0mm
thick
lay
er cl
ean 1
9-25
mm cr
ushe
d ston
e. ap
plied
stric
tly ac
cord
ing to
man
ufac
turer
s spe
cifica
tions
on m
in.
30mm
scre
ed w
ith 1:
200 s
lope t
o con
crete
water
-spou
t on c
oncre
te sla
b to e
ngine
ers d
esign
.
BALC
ONIE
S: T
iles l
aid on
40mm
scre
ed on
slip
shee
t on 4
mm C
G4 D
ERBI
GUM
all as
per m
anuf
actur
er's
spec
ificati
on. R
OOFS
: 40m
m lay
er 12
-19m
m gr
avel
on 5
0mm
river
sand
on B
IDDE
M me
mbra
ne 4m
m CG
4 DER
BIGU
M pa
tented
wate
rpro
ofing
(ACC
ORDI
NG T
O SA
NS 10
400 -
PART
J &
L):
(ACC
ORDI
NG T
O SA
NS 10
400 -
PART
J &
L):
(ACC
ORDI
NG T
O SA
NS 10
400 -
PART
L):
chro
made
k ibr
roof
shee
ting-
colou
r -wh
ite lio
n @ 30
° (60
0 ove
rhan
g) on
76 x
50 s.
a. pin
e batt
ens o
n sisa
lation
on
152 x
38 s.
a. pin
e raf
ters o
n 114
x 38
stru
ts on
152 x
38 s.
a. pin
e tie
beam
s @ 76
0mm
c/c m
ax. o
n 114
x 38
s.a
. pine
wall
plates
. trus
ses t
ied to
wall
s with
4mm∅
galva
nised
stee
l wire
built
into w
alls a
t leas
t 8 br
ick
cour
ses d
eep w
here
poss
ible.
wall p
lates
bolte
d to w
all w
ith 25
0mm
long g
alvan
ised b
olts.
all s.
a. pin
e to b
e gr
ade 8
woo
d
(ACC
ORDI
NG T
O SA
NS 10
400 -
PART
XA)
:
(ACC
ORDI
NG T
O SA
NS 10
400 -
PART
R):
AO=
ever
ite fib
re ce
ment
pane
ls to
cove
r duc
t acc
ess o
penin
g, pa
int to
matc
h colo
ur of
wall
s
H3
A1
BUIL
DIN
G C
LASS
IFIC
ATIO
N:
SHEE
T SI
ZE:
UNIT
-T6
4L/B
/CNEW
BAL
CONI
ES &
LOUV
RE S
CREE
NS O
N FI
RST
& SE
COND
STO
REY
0202
/03/20
20AL
TERA
TION
S TO
BLO
CK &
UNI
T DE
SCRI
PTIO
NS03
03/04
/2020
BLO
CK B
-NO
. 5ALTE
RATI
ONS
TO LO
UVRE
SCR
EENS
0416
/04/20
20AL
TERA
TION
S TO
STA
IRS
0520
/01/20
21AL
TERA
TION
S TO
STA
IRS
0825
/01/20
21KI
TCHE
N W
INDO
WS
OMIT
TED
0905
/02/20
21PL
ASTE
RED
STAI
RCAS
E W
ALLS
10
11/02
/2021
NEW
KIT
CHEN
WIN
DOW
S11
08/03
/2021
ALTE
RATI
ONS
KITC
HEN
LAYO
UT11
08/03
/2021
08 M
ar 2
021
11:4
6:02
LEBR
A DE
VELO
PMEN
T (P
ROPR
IETA
RY) L
TD.
B-01
1861
FLO
OR
PLA
NS
& D
ETAI
LS
1 : 1
00G
RO
UN
D S
TOR
EY
1 : 1
00FI
RST
STO
REY
FIR
E PR
OTE
CTI
ON
:(1
) any
sep
erat
ing
elem
ent (
wall
and
floor
) bet
ween
any
gar
age
that
is n
otla
rge
enou
gh to
be
clas
sifie
d as
j4 a
nd a
ny h
abita
ble
room
sha
ll ha
ve a
fire
resi
stan
ce o
f not
less
than
30
min
and
the
wall
shal
l ext
end
to th
eun
ders
ide
of th
e ro
of.
(2) a
ny d
oor b
etwe
en s
uch
gara
ge a
nd a
ny s
uch
room
sha
ll ha
ve a
fire
reis
itanc
e of
not
less
than
30
min
and
suc
h do
orwa
y sh
all r
equi
re a
thre
shol
d of
not
less
than
10m
m.
(3) n
o co
mbu
stib
le ro
of c
ompo
nent
s sh
all p
enet
rate
the
sepe
ratin
gel
emen
t div
idin
g th
e sp
ace
betw
een
the
gara
ge a
nd th
e ha
bita
ble
room
.(4
) any
sol
id ti
mbe
r doo
r con
stru
cted
with
dou
ble
reba
ted
join
ts ,
that
hav
ea
thic
knes
s of
not
less
than
40m
m ,
shal
l be
deem
ed to
com
ply
with
the
requ
irem
ent o
f 4.9
.2 fo
r rat
ing
of 3
0 m
in.
(5) c
him
ney
as p
er n
br p
art '
v' a
nd m
inim
um 1
m a
bove
roof
cov
erin
g.(6
) no
serv
ices
in c
eilin
g vo
id in
gar
age.
(7) 1
2.5m
m 3
0 m
in x
-rate
d rh
ino
fire
ceili
ng a
cc. t
o SA
NS
1040
0-t:2
011
4.55
SAFE
TY F
ILES
& S
AFET
Y C
ERTI
FIC
ATES
:Ac
cord
ing
to th
e O
ccup
atio
nal H
ealth
& S
afet
y Ac
t, Ac
t 85
of 1
993,
the
owne
r of t
he s
tand
for
whom
con
stru
ctio
n wo
rk is
per
form
ed is
the
"clie
nt" b
y th
e Ac
t and
is re
spon
sibl
e an
d ac
coun
tabl
e fo
r the
saf
ety
of a
ll wo
rker
s on
his
sta
nd d
urin
g a
build
ing
perio
d.
(8) g
as in
stal
latio
n -t
o co
mpl
y wi
th 1
0087
-1: 2
008-
editi
on 5
7.3.
3.12
.
1 : 1
00W
ALKW
AY E
LEVA
TIO
N
S-01
B-03
WM
F/FZ
LIVIN
G RO
OMCE
R.TIL
EMA
IN BE
DROO
MCE
R.TIL
E
BEDR
OOM
2CE
R.TIL
EBA
THR'M
CER.
TILE
KITCH
ENCE
R.TIL
E
DW
STUD
Y/BED
ROOM
3CE
R.TIL
E
WM
F/FZ
LIVIN
G RO
OMCE
R.TIL
EMA
IN BE
DROO
MCE
R.TIL
E
BEDR
OOM
2CE
R.TIL
EBA
THR'M
CER.
TILE
KITCH
ENCE
R.TIL
E DW
STUD
Y/BED
ROOM
3CE
R.TIL
E
WM
F/FZ
LIVIN
G RO
OMCE
R.TIL
EMA
IN BE
DROO
MCE
R.TIL
E
BEDR
OOM
2CE
R.TIL
EBA
THR'M
CER.
TILE
KITCH
ENCE
R.TIL
E
DW
STUD
Y/BED
ROOM
3CE
R.TIL
E
WM
F/FZ
LIVIN
G RO
OMCE
R.TIL
EMA
IN BE
DROO
MCE
R.TIL
E
BEDR
OOM
2CE
R.TIL
EBA
THR'M
CER.
TILE
KITCH
ENCE
R.TIL
E DW
STUD
Y/BED
ROOM
3CE
R.TIL
E
LINTELS OVER @ 2125 FROM U.F.F.L
NO W
INDOW
SILL
LINTELS OVER @ 2125 FROM U.F.F.L
NO W
INDOW
SILL
LINTELS OVER @ 2125 FROM U.F.F.L
NO W
INDO
W SI
LL
LINTELS OVER @ 2125 FROM U.F.F.L
NO W
INDOW
SILL
44019403420220
23803640
440
440
440
440
440
19402202400110950
1103400220
44019403640
23803640
4401720220220
67502202535220
2755 7190 220 2160
1940
2160
2380
2380
1940
440
1980
440
2160
440
2215
1540
1630
1540
2225
440
2175
440
2175
440
2225
1540
1630
1540
2215
440
2160
440
1980
440
3510
5
4402630440
4402630440
EXPANSION JOINT
D02
D03
D05
D03
D04
D02
D03
D05D0
3
D04
D08
D08
330172022069701102645220
238022032401103400220
4401720
220
22067502202535220
216022071902755
3375
440
3375
220
3375
110
3600
220
3600
110
3375
220 22
0
3375
110
3600
220
3600
110
3375
220
330
2400
220
3375
220
7195
220
7190
220
7195
220
3375
220
2400
330
2730
3595
7635
7190
7635
3595
2730
2730
220
2290
110
1800
220
2660
220
2660
220
1800
110
2290
0220
2510
110
1800
220
2660
220
2660
220
1800
110
2290
2950
2730
220
2180
220
1800
110
5765
110
1800
220
4800
220
1800
110
5765
1910
220
2180
220
2400
330
2730
2400
2130
5765
2130
4800
2130
5765
2130
2400
2730
12325
4402630440
4402630440
D01
D04
D06
D04
D03
D01
D04
D06
D04
D03
D07
D07
ND4
PM1
NC4
NC6-
LH
W01
ND4
PM1
NC4
NC6-
RH
W01
ND4
PM1
NC4
NC6-
RH
W01
ND4
PM1
NC4
NC6-
LH
W01
NE1
NE1
NE1
NE1
5.500
5.500
5.500
5.500
2160
5.415
UNIT
21UN
IT 22
UNIT
23UN
IT 24
110
220
110
220
110
220
220
110
5.415
LINTE
LS O
VER
@
2125
FROM
U.F.
F.LLIN
TELS
OVE
R @
21
25 FR
OM U
.F.F.L
114X
38 H
ARDW
OOD
BEAM
OVE
R @
2295
FR
OM U
.F.F.L
114X
38 H
ARDW
OOD
BEAM
OVE
R @
2295
FR
OM U
.F.F.L
114X
38 H
ARDW
OOD
BEAM
OVE
R @
2295
FR
OM U
.F.F.L
114X
38 H
ARDW
OOD
BEAM
OVE
R @
2295
FR
OM U
.F.F.L
114X
38 H
ARDW
OOD
BEAM
OVE
R @
2295
FR
OM U
.F.F.L
FIRE WALL
STAIR
S:RIS
ER: 1
52.8m
mTR
EAD:
250m
m
STAIRS:RISER: 152.8mmTREAD: 250mm
NC5
NC5
S-02
B-03
1000 1110
1000 1110
935
935
860
845
845
860
860
845
845
860
110
495
495
495
495
110
1000 1110
1000 1110
495
495
110
495
390
390
810
840
450
7539
0
390
390
810
110
450
810
450
110
390
390
FIRE WALL
FIRE WALL
2730
1482
514
825
2730
220
110
220
220
110
365
3195
880
2460
735
365
3195
880
2460
735
BALC
ONY
CER.
TILE
BALC
ONY
CER.
TILE
BALC
ONY
CER.
TILE
BALC
ONY
CER.
TILE
STEE
L LOU
VRE
ACC.
TO D
ETAIL
STEE
L LOU
VRE
ACC.
TO D
ETAIL
STEE
L LOU
VRE
ACC.
TO D
ETAIL
STEE
L LOU
VRE
ACC.
TO D
ETAIL
DN
DN
192021222324252627
28 29 30 31 32 33 34 35 36DN
DN
192021222324252627
28 29 30 31 32 33 34 35 36
PLAS
TERE
D W
ALL F
INISH
PLAS
TERE
D W
ALL F
INISH
1000
STAIR
S ACC
. TO
ENGI
NEER
'S DE
SIGN
INTE
RNAL
10mm
BARS
TO BE
SP
ACED
EVEN
LY TH
AT O
PEN
SPAC
E BET
WEE
N EA
CH O
NE
DOES
NOT
EXCE
ED 10
0mm
STAIR
S ACC
. TO
ENGI
NEER
'S DE
SIGN
THR
EAD
S TO
BE
MIN
. 250
mm
RISERS TO BE MAX. 200mm
100
ALL D
IMEN
SIONS
OF S
TAIR'
S THR
EADS
& R
ISERS
TO BE
DOU
BLE C
HECK
ED O
N PL
ANS A
ND R
EAD
IN CO
NJUN
CTIO
N W
ITH
ENGI
NEER
'S DR
AWIN
GS BE
FORE
CO
NSTR
UCTIO
N CO
MMEN
CES
TYPIC
AL ST
AIR D
ETAIL
1:50
BRIC
KFOR
CE O
VER
OPEN
INGS O
N EV
ERY L
AYER
FOR
4 LA
YERS
220m
m PR
E-CA
ST C
ONCR
ETE L
INTE
LS/
220m
m FA
CE BR
ICK L
INTE
L
STAN
DARD
STEE
L/WOO
D/AL
UMINI
UM W
INDO
WS
SILL A
CC. T
O CL
IENT.
DPC
BELO
W
85mm
CON
CRET
E SUR
FACE
BED
WITH
MES
H RE
F. 19
3 AND
CL
ASS 2
5 CON
CRET
E ON
250 M
ICRO
DAM
P PRO
OF (U
SB
GREE
N) C
OURS
E ON
150m
m CO
MPAC
TED
HARD
CORE
DPC
DPC
TYPIC
AL W
INDO
W DE
TIAL
1:50
220m
m EX
TERN
AL W
ALL
110m
m DI
A PVC
PIPE
@ FO
UNDA
TION
LEVE
L
DPC
SECT
ION
914
1:50
1000
50MM
DIA.
STEE
L HAN
DRAIL
50X5
0mm
STEE
L POS
T
10X1
0mm
STEE
L BAL
USTE
R
TYPIC
AL BA
LUST
RADE
DET
AIL1:2
0
NOTE
:BAL
USTR
ADES
TO BE
DES
IGNE
D AN
D IN
STAL
LED
ACCO
RDIN
G TO
ENGI
NEER
'S SP
ECIFI
CATIO
NS
8585
8585
8585
8585
8585
8585
8585
85
10050
7005050
50
NOTE
:ALL
STEE
LWOR
K: GR
IND
ALL W
ELDE
D JO
INTS
.PO
WDE
R CO
ATED
FINI
SH -C
OLOU
R BL
ACK.
110m
m BR
ICK
RECE
SS
340235
700
340 935
390
1020
390
BATH
ROOM
REC
ESS D
ETAIL
1:50
3030
BALC
ONY/W
ALK W
AY W
EATH
ER D
RIP D
ETAIL
1:20
FLOO
R TIL
E ON
MINI
MUM
30mm
SCRE
ED TO
FALL
ON
SABS
AP
PROV
ED W
ATER
PROO
FING
TO M
ANUF
ACTU
RERS
DET
AILS &
SP
ECIFI
CATIO
NS AC
C. TO
SANS
10 40
0
TILE
TILE
CHRO
MADE
K IBR
COV
ERIN
G (C
OLOU
R -W
HITE
LION)
@ 30
° (60
0 OVE
RHAN
G)
CHRO
MADE
K KLIP
LOK 7
00 C
OVER
ING (C
OLOU
R -
WHIT
E LIO
N) @
2° (3
00 O
VERH
ANG)
600 7635 600
600
7635
600
600
7635
600
LOUV
RE SC
REEN
AC
C. TO
DET
AILLO
UVRE
SCRE
EN
ACC.
TO D
ETAIL
LOUV
RE SC
REEN
AC
C. TO
DET
AILLO
UVRE
SCRE
EN
ACC.
TO D
ETAIL
450
110
110
220
110
11
GEN
ERAL
NO
TES:
DR
AIN
AGE
FOU
ND
ATIO
NS
& FL
OO
RS
WAL
LS
CO
NC
RET
E R
OO
F
CEI
LIN
G (F
OR
CO
NC
RET
E SL
ABS)
GLA
ZIN
G:
LIG
HTI
NG
& V
ENTI
LATI
ON
:
CO
NST
RU
CTI
ON
JO
INTS
:
WAT
ERPR
OO
FIN
G:
RAI
N W
ATER
GO
OD
S
WIN
DO
WS
RO
OF
INSU
LATI
ON
& R
OO
F SI
SALA
TIO
N
NEW
DEV
ELO
PMEN
T O
N PT
N 10
90 (A
PTN
OF
PTN
998)
OF
THE
FARM
KAM
EELD
RIFT
NO
. 298
COUN
CIL
SUBM
ISSI
ON
ALTE
RATI
ONS
TO S
TAIR
S01
05/11
/2019
REV
ISIO
N S
CH
EDU
LE:
Desc
riptio
n:Re
v:Da
te:
SIG
NAT
UR
E O
F O
WN
ER:
CLI
ENT:
PRO
JEC
T N
O:
PRO
JEC
T D
ESC
RIP
TIO
N:
ENG
INEE
R'S
DET
AILS
:
DR
AWIN
G D
ESC
RIP
TIO
N:
SCAL
E: A
S SH
OW
N
SIG
NAT
UR
E O
F AR
CH
ITEC
T:
Rev
No.
Prot
ecte
d by
the
Cop
yrig
ht A
ct n
o. 9
8 of
197
8
WB(
wash
basin
)=50
mm W
P:
B
T(bid
et)=5
0mm
WP
B(ba
th)=5
0mm
WP
S(sin
k)=50
mm W
PSW
(show
er)=
50mm
WP
with
deap
seal
bras
s tra
pW
C(wa
ter cl
oset)
=110
mm up
vc S
P(so
il pipe
)
0,75 m
23,2
0 m2
2,10 m
21,5
0 m2
3 mm
6 mm
5 mm
4 mm
Nomi
nal T
hickn
ess:
Rhino
-lite f
inish
to al
l slab
ceilin
gs
Safe
ty Gl
ass i
n:sli
ding d
oors
(+ m
arke
rs), &
wind
ows w
ith a
sill h
eight
les th
an 50
0mm
All d
oors
with
glass
pane
s and
side
lights
to be
safe
ty gla
ss.
Maxim
um S
ize:
Reinf
orce
d con
crete
slab a
s per
engin
eer's
draw
ings a
nd sp
ecific
ation
s
Cons
tructi
on jo
ints (
betw
een b
rick &
re-in
force
d con
crete
slabs
), pa
rape
ts &
water
-&da
mppr
oofin
g mus
t com
ply w
ith S
ABS0
121.
Joint
s to b
e sea
led w
ith si
licon
ebas
is se
alant
125X
100m
m ch
roma
deck
alum
inium
gutte
rs an
d 100
x75m
m ch
roma
deck
alum
inium
down
pipes
to co
mply
with
SABS
0400
. Colo
ur to
matc
h wall
s (wh
ere a
pplic
able)
Old W
orld
Conc
rete
pre-
cast
conc
rete
water
spou
t to al
l con
crete
roof
slabs
. GMS
down
pipe
s (NO
UPV
C FI
TTIN
GS A
LLOW
ED) w
here
appli
cable
Contr
actor
mus
t sup
ply A
AAMS
A-ce
rtifica
te
Whe
re sh
ort f
alls o
ccur
due t
o sec
urity
cons
idera
tions
thes
e sho
rtage
s will
besu
pplem
ented
to th
e req
uired
leve
ls wi
th El
ectric
Ligh
ting &
Artif
icial
Venti
lation
.
Prov
ide IE
to al
l dire
ction
/grad
ient c
hang
es. P
rovid
e CE
for e
very
25m
length
of so
il pipe
. Pro
vide m
arke
d co
vers
to all
was
te fitt
ing. P
rovid
e re-
seal
traps
to al
l was
te fitt
ings.
All ju
nctio
ns of
was
te an
d soil
pipe
s to b
e ac
cesib
le alo
ng en
tire le
ngth.
Ben
ds &
Junti
ons s
hall n
ot be
unde
r buil
dings
. Soil
pipe
s und
er bu
ilding
s to b
e en
case
d in 3
00mm
conc
rete.
Exter
nal w
alls:
Textu
red n
ew pl
aster
to co
mply
with
SABS
code
109
0:199
6. A
SABS
certif
icate
of co
mplia
nce (
for it
ems 6
.6.1-
6.8) m
ust b
e obta
ined b
y the
contr
actor
. Pain
t:Pl
asco
n ___
____
____
_ and
Plas
con _
____
____
__ w
here
indic
ated o
n dra
wing
s. Int
erna
l wall
s: Pl
aster
& pa
int.
Bathr
oom
& kit
chen
wall
s: tile
d as p
er cl
ients
spec
ificati
ons.
600x
220m
m 1:3
:6 co
ncre
te str
ip fo
unda
tions
, min
depth
300m
m, or
as pe
r eng
ineer
s spe
cifica
tions
& dr
wgs.
No
strip
foun
datio
ns sh
all en
croac
h any
boun
dary
or se
rvitu
de lin
e. 25
mm ce
ment
scre
ed on
75mm
conc
rete
surfa
cebe
d on 2
50 m
icron
damp
proo
f cou
rse on
suita
ble so
il filli
ng co
mpac
ted in
max
laye
rs of
150m
m thi
ckne
ss.
all co
ncre
te flo
ors a
ccor
ding t
o eng
ineer
's sp
ecific
ation
s & dr
awing
s
Build
ing w
ork a
nd m
ateria
ls mu
st co
mply
with
Loca
l Auth
oritie
s Bye
-Law
s and
NBR
SABS
0400
. Do n
ot sc
ale th
is dr
awing
. Use
figur
ed di
mens
ions o
nly. A
ll dim
s and
heigh
ts to
be ch
ecke
d on
site.
Des
crepe
ncies
shall
be re
porte
d to t
hear
chite
ct. A
ll lev
els, h
eights
, dep
th, pl
inths
, exc
avati
ons a
nd nu
mber
of st
eps a
reto
be fin
ally c
heck
ed by
the c
ontra
ctor o
n site
. Lev
els sh
own a
re un
finish
ed flo
or le
vels.
roof
tiles
: -1
50mm
THI
NK P
INK
glass
fibre
insu
lation
abov
e ceil
ingro
of sh
eetin
g:-s
isalat
ion®
405 M
ulti-p
urpo
se gr
ade r
einfo
rced a
lumini
um
f
oil in
sulat
ion do
uble
sided
unde
r roo
f she
eting
and 1
50mm
THIN
K PI
NK gl
assfi
bre i
nsula
tion a
bove
ceilin
g
des
ign
an
d d
rau
ghti
ng
stu
dio
PEN
TZ C
ON
SU
LTIN
G
1195
A C
unni
ngha
m a
ve, W
aver
ley,
018
6 ch
esle
e@pe
ntzc
onsu
lting
.co.
za08
2 49
5 30
38
C.P
entz
Pro
fess
iona
l Arc
hite
ctur
al T
echn
olog
ist (
Reg
. No.
T09
37)
SA
IAT
(SA
) (fu
ll m
embe
r) 3
1832
SHEE
T N
O:
Any g
lass u
sed i
n any
bath
enclo
sure
or sh
ower
mus
t be s
afety
glas
s.
STO
RM
WAT
ER D
RAI
NAG
E20
0X85
mm S
urfa
ce dr
ainag
e outl
ets 3m
c/c o
n bou
ndar
y wall
.
APPR
ON
1m C
oncre
te/Pa
ving a
ppro
n all r
ound
main
and o
utbuil
dings
of ro
of de
sign s
o req
uires
.
(ACC
ORDI
NG T
O SA
NS 10
400 -
PART
H &
J):
(ACC
ORDI
NG T
O SA
NS 10
400 -
PART
K):
(ACC
ORDI
NG T
O SA
NS 10
400 -
PART
P):
(ACC
ORDI
NG T
O SA
NS 10
400 -
PART
O):
(ACC
ORDI
NG T
O SA
NS 10
400 -
PART
N):
(ACC
ORDI
NG T
O SA
NS 10
400 -
PART
N):
(ACC
ORDI
NG T
O SA
NS 10
400 -
PART
J &
K):
CONC
RETE
ROO
F: on
e lay
er de
rbigu
m sp
4 wate
rpro
ofing
mem
bran
e, wi
th 75
mm si
de la
ps an
d 100
mm
end l
aps,
seale
d to p
rimed
surfa
ce to
falls
and c
ross
falls
by `t
orch
fusio
n` in
cludin
g pro
tectio
n of 5
0mm
thick
lay
er cl
ean 1
9-25
mm cr
ushe
d ston
e. ap
plied
stric
tly ac
cord
ing to
man
ufac
turer
s spe
cifica
tions
on m
in.
30mm
scre
ed w
ith 1:
200 s
lope t
o con
crete
water
-spou
t on c
oncre
te sla
b to e
ngine
ers d
esign
.
BALC
ONIE
S: T
iles l
aid on
40mm
scre
ed on
slip
shee
t on 4
mm C
G4 D
ERBI
GUM
all as
per m
anuf
actur
er's
spec
ificati
on. R
OOFS
: 40m
m lay
er 12
-19m
m gr
avel
on 5
0mm
river
sand
on B
IDDE
M me
mbra
ne 4m
m CG
4 DER
BIGU
M pa
tented
wate
rpro
ofing
(ACC
ORDI
NG T
O SA
NS 10
400 -
PART
J &
L):
(ACC
ORDI
NG T
O SA
NS 10
400 -
PART
J &
L):
(ACC
ORDI
NG T
O SA
NS 10
400 -
PART
L):
chro
made
k ibr
roof
shee
ting-
colou
r -wh
ite lio
n @ 30
° (60
0 ove
rhan
g) on
76 x
50 s.
a. pin
e batt
ens o
n sisa
lation
on
152 x
38 s.
a. pin
e raf
ters o
n 114
x 38
stru
ts on
152 x
38 s.
a. pin
e tie
beam
s @ 76
0mm
c/c m
ax. o
n 114
x 38
s.a
. pine
wall
plates
. trus
ses t
ied to
wall
s with
4mm∅
galva
nised
stee
l wire
built
into w
alls a
t leas
t 8 br
ick
cour
ses d
eep w
here
poss
ible.
wall p
lates
bolte
d to w
all w
ith 25
0mm
long g
alvan
ised b
olts.
all s.
a. pin
e to b
e gr
ade 8
woo
d
(ACC
ORDI
NG T
O SA
NS 10
400 -
PART
XA)
:
(ACC
ORDI
NG T
O SA
NS 10
400 -
PART
R):
AO=
ever
ite fib
re ce
ment
pane
ls to
cove
r duc
t acc
ess o
penin
g, pa
int to
matc
h colo
ur of
wall
s
H3
A1
BUIL
DIN
G C
LASS
IFIC
ATIO
N:
SHEE
T SI
ZE:
UNIT
-T6
4L/B
/CNEW
BAL
CONI
ES &
LOUV
RE S
CREE
NS O
N FI
RST
& SE
COND
STO
REY
0202
/03/20
20AL
TERA
TION
S TO
BLO
CK &
UNI
T DE
SCRI
PTIO
NS03
03/04
/2020
BLO
CK B
-NO
. 5ALTE
RATI
ONS
TO LO
UVRE
SCR
EENS
0416
/04/20
20AL
TERA
TION
S TO
STA
IRS
0520
/01/20
21AL
TERA
TION
S TO
STA
IRS
0825
/01/20
21KI
TCHE
N W
INDO
WS
OMIT
TED
0905
/02/20
21PL
ASTE
RED
STAI
RCAS
E W
ALLS
10
11/02
/2021
NEW
KIT
CHEN
WIN
DOW
S11
08/03
/2021
ALTE
RATI
ONS
KITC
HEN
LAYO
UT11
08/03
/2021
08 M
ar 2
021
11:4
6:05
LEBR
A DE
VELO
PMEN
T (P
ROPR
IETA
RY) L
TD.
B-02
1861
FLO
OR
PLA
N &
DET
AILS
1 : 1
00SE
CO
ND
STO
REY
1 : 2
00R
OO
F PL
AN
1 : 5
0C
-01
GR
OU
ND
STO
REY
0
FIR
ST
STO
REY
2750
SEC
ON
D S
TOR
EY55
00
WAL
L PL
ATE
8390
40mm
PLAS
TER
PROJ
ECTIO
N & P
AINT F
INISH
SMOO
TH PL
ASTE
R AN
D PA
INT
FLUS
H JO
INTED
FACE
BRICK
WITH
SC
RATC
H JIO
NT EV
ERY 5
TH C
OURS
E
STAN
DARD
STEE
L WIN
DOW
JOINT
ED PL
ASTE
R & P
AINT
JOINT
ED AT
EVER
Y 3rd
COUR
SE
20mm
PLAS
TER
PROJ
ECTIO
N & P
AINT F
INISH
550
1400
550
1400
220m
m BR
ICK PR
OJEC
TION
WITH
PLAS
TER
& PAIN
T FINI
SH
N.G.
L
N.G.
L
4875390
330
330
390
330
330
8475
20mm
PLAS
TER
PROJ
ECTIO
N & P
AINT F
INISH
1m H
IGH
BALU
STRA
DE AC
C. TO
DET
AIL
365
GR
OU
ND
STO
REY
0
FIR
ST
STO
REY
2750
SEC
ON
D S
TOR
EY55
00
WAL
L PL
ATE
8390
40mm
PLAS
TER
PROJ
ECTIO
N & P
AINT F
INISH
SMOO
TH PL
ASTE
R AN
D PA
INT
FLUS
H JO
INTE
D FA
CEBR
ICK W
ITH
SCRA
TCH
JIONT
EVER
Y 5TH
COU
RSE
CHRO
MADE
K IBR
COV
ERIN
G (C
OLOU
R -
WHI
TE LI
ON) @
26° (
600 O
VERH
ANG)
JOIN
TED
PLAS
TER
& PAIN
T JO
INTE
D AT
EVER
Y 3rd
COUR
SE
STAN
DARD
STEE
L WIND
OW
1400
550
N.G.
LN.
G.L
375
170
GR
OU
ND
STO
REY
0
FIR
ST
STO
REY
2750
SEC
ON
D S
TOR
EY
5500
WAL
L PL
ATE
8390
40mm
SMOO
TH PL
ASTE
R AN
D PA
INT P
ROJE
CTIO
N
FLUS
H JO
INTE
D FA
CEBR
ICK W
ITH
SCRA
TCH
JIONT
EVER
Y 5TH
COU
RSE
STAN
DARD
STEE
L WIN
DOW
CHRO
MADE
K KLIP
LOK 7
00 C
OVER
ING (C
OLOU
R -
WHI
TE LI
ON) @
2° (3
00 O
VERH
ANG)
JOIN
TED
PLAS
TER
& PAIN
T JO
INTE
D AT
EVER
Y 3rd
COUR
SE
CHRO
MADE
K IBR
COV
ERING
(COL
OUR
-W
HITE
LION
) @ 26
° (60
0 OVE
RHAN
G)
STAN
DARD
STEE
L WIND
OW
SMOO
TH PL
ASTE
R AN
D PA
INT
N.G.
LN.
G.L
1m H
IGH
BALU
STRA
DE AC
C. TO
DET
AIL
540 540
440
440
GR
OU
ND
STO
REY
0
FIR
ST
STO
REY
2750
SEC
ON
D S
TOR
EY
5500
WAL
L PL
ATE
8390
40mm
PLAS
TER
PROJ
ECTIO
N & P
AINT F
INISH
SMOO
TH PL
ASTE
R AN
D PA
INT
FLUS
H JO
INTED
FACE
BRICK
WITH
SC
RATC
H JIO
NT EV
ERY 5
TH C
OURS
E
CHRO
MADE
K KLIP
LOK 7
00 C
OVER
ING (C
OLOU
R -
WHI
TE LI
ON) @
2° (3
00 O
VERH
ANG)
JOINT
ED PL
ASTE
R & P
AINT
JOINT
ED AT
EVER
Y 3rd
COUR
SE
550
1400
N.G.
LN.
G.L
CHRO
MADE
K IBR
COV
ERING
(COL
OUR
-W
HITE
LION
) @ 26
° (60
0 OVE
RHAN
G)
1m H
IGH
BALU
STRA
DE AC
C. TO
DET
AIL
295
GR
OU
ND
STO
REY
0
FIR
ST
STO
REY
2750
SEC
ON
D S
TOR
EY
5500
WAL
L PL
ATE
8390
DPC
DPC
DPC
DPC
DPC
DPC
DPC
DPC
DPC
DPC
DPC
DPC
CHRO
MADE
K IBR
COV
ERIN
G (C
OLOU
R -W
HITE
LION
) @ 26
° (60
0 OV
ERHA
NG) O
N 76
X 50
S.A.
PINE P
URLIN
S ON
SISAL
ATIO
N ON
152
X 38 S
.A. PI
NE R
AFTE
RS O
N 11
4 X 38
STRU
TS O
N 15
2 X 38
S.A.
PINE
TIE BE
AMS @
760M
M C/
C MA
X. ON
114 X
38 S.
A. PIN
E WAL
LPLA
TES.
TRUS
SES T
IED TO
WAL
LS W
ITH 4M
M ∅GA
LVAN
ISED
STEE
L WIRE
BU
ILT IN
TO W
ALLS
AT LE
AST 8
BRIC
K COU
RSES
DEE
P WHE
RE
POSS
IBLE.
WAL
L PLA
TES B
OLTE
D TO
WAL
L WITH
250M
M LO
NG
GALV
ANISE
D BO
LTS.
ALL S
.A. PI
NE TO
BE G
RADE
8 W
OOD
BRIC
K FOR
CE O
VER
OPEN
INGS O
N EV
ERY L
AYER
FOR
4 LAY
ERS
PRE-
CAST
CON
CRET
E LINT
ELS
STAN
DARD
STEE
L WIND
OW
REINF
ORCE
D CO
NCRE
TE SL
ABS T
O EN
GINE
ERS D
ETAIL
S & SP
ECIFI
CATIO
NS.
STAN
DARD
STEE
L WIND
OW
REIN
FORC
ED C
ONCR
ETE S
LABS
TO
ENGI
NEER
S DET
AILS &
SPEC
IFICA
TIONS
.
BRICK
FORC
E OVE
R OP
ENING
S ON
EVER
Y LAY
ER FO
R 4 L
AYER
S
PRE-
CAST
CON
CRET
E LINT
ELS
STAN
DARD
STEE
L WIND
OW
114X
38 H
ARDW
OOD
BEAM
REINF
ORCE
D CO
NCRE
TE SL
ABS T
O EN
GINE
ERS D
ETAIL
S & SP
ECIFI
CATIO
NS.
BRIC
K FOR
CE O
VER
OPEN
INGS O
N EV
ERY L
AYER
PRE-
CAST
CON
CRET
E LINT
ELS
REINF
ORCE
D CO
NCRE
TE SL
ABS T
O EN
GINE
ERS D
ETAIL
S & SP
ECIFI
CATIO
NS.
CHRO
MADE
K KLIP
LOK 7
00 C
OVER
ING
(COL
OUR
-WHI
TE LI
ON) @
2° (3
00 O
VERH
ANG)
ON
76 X
50 S.
A. PIN
E PUR
LINS O
N SIS
ALAT
ION
ON 11
4 X 38
S.A.
PINE B
EAMS
@ 76
0MM
C/C
MAX.
ON 11
4 X 38
S.A.
PINE B
EAMS
.
900m
m G6
OR
G7 IM
PORT
ED FI
LL
COMP
ACTE
D IN
LAYE
RS O
F 15
0mm
TO 94
% MO
D AA
SHTO
REIN
FORC
ED C
ONCR
ETE S
LAB A
ND
RAFT
FOUN
DATIO
N AC
C. TO
ENGI
NEER
'S DE
TAILS
AND
SPEIC
IFATIO
NS
900m
m G6
OR
G7 IM
PORT
ED
FILL C
OMPA
CTED
IN LA
YERS
OF
150m
m TO
94%
MOD
AASH
TO
REIN
FORC
ED C
ONCR
ETE S
LAB A
ND
RAFT
FOUN
DATIO
N AC
C. TO
ENGI
NEER
'S DE
TAILS
AND
SPEIC
IFATIO
NS
BRIC
K FOR
CE O
VER
OPEN
INGS
ON
EVER
Y LAY
ER
PRE-
CAST
CON
CRET
E LINT
ELS
BRIC
K FOR
CE O
VER
OPEN
INGS O
N EV
ERY L
AYER
FOR
4 LAY
ERS
PRE-
CAST
CON
CRET
E LINT
ELS
MAIN
BEDR
OOM
PLAS
TER
& PAIN
TBE
DROO
M 02
PLAS
TER
& PAIN
T
MAIN
BEDR
OOM
PLAS
TER
& PAIN
TBE
DROO
M 02
PLAS
TER
& PAIN
T
MAIN
BEDR
OOM
PLAS
TER
& PAIN
TBE
DROO
M 02
PLAS
TER
& PAIN
T
1975 2890 200 2550 200 2550 100
152 2805 200 2550 200 2550 100
152X
38 H
ARDW
OOD
BEAM
114 2295 200 2550 200 2550 100
FLAS
HING
& COV
ER FL
ASHIN
G
1m H
IGH
BALU
STRA
DE AC
C. TO
DET
AIL
1m H
IGH
BALU
STRA
DE AC
C. TO
DET
AIL
2410
HEAD
ER C
OURS
E BRI
CK W
ORK
HEAD
ER C
OURS
E BRI
CK W
ORK
HEAD
ER C
OURS
E BRI
CK W
ORK
GR
OU
ND
STO
REY
0
FIR
ST
STO
REY
2750
SEC
ON
D S
TOR
EY
5500
12
34
56
7
910
1112
1314
1516
1819
2021
2223
2425
2728
2930
3132
3334
35
36
BRICK
FORC
E OVE
R OP
ENING
S ON
EVER
Y LAY
ER FO
R 4 L
AYER
S
PRE-
CAST
CON
CRET
E LINT
ELS
STAN
DARD
STEE
L WIND
OW
114X
38 H
ARDW
OOD
BEAM
REINF
ORCE
D CO
NCRE
TE SL
ABS T
O EN
GINE
ERS D
ETAIL
S & SP
ECIFI
CATIO
NS.
BRIC
K FOR
CE O
VER
OPEN
INGS O
N EV
ERY L
AYER
PRE-
CAST
CON
CRET
E LINT
ELS
REINF
ORCE
D CO
NCRE
TE SL
ABS T
O EN
GINE
ERS D
ETAIL
S & SP
ECIFI
CATIO
NS.
CHRO
MADE
K KLIP
LOK 7
00 C
OVER
ING
(COL
OUR
-WHIT
E LIO
N) @
2° (3
00 O
VERH
ANG)
ON
76 X
50 S.
A. PIN
E PUR
LINS O
N SIS
ALAT
ION
ON 11
4 X 38
S.A.
PINE B
EAMS
@ 76
0MM
C/C
MAX.
ON 11
4 X 38
S.A.
PINE B
EAMS
.
900m
m G6
OR
G7 IM
PORT
ED FI
LL
COMP
ACTE
D IN
LAYE
RS O
F 15
0mm
TO 94
% MO
D AA
SHTO
REINF
ORCE
D CO
NCRE
TE SL
AB AN
D RA
FT FO
UNDA
TION
ACC.
TO EN
GINE
ER'S
DETA
ILS AN
D SP
EICIFA
TIONS
900m
m G6
OR
G7 IM
PORT
ED
FILL C
OMPA
CTED
IN LA
YERS
OF
150m
m TO
94%
MOD
AASH
TO
REINF
ORCE
D CO
NCRE
TE SL
AB AN
D RA
FT FO
UNDA
TION
ACC.
TO EN
GINE
ER'S
DETA
ILS AN
D SP
EICIFA
TIONS
BRIC
K FOR
CE O
VER
OPEN
INGS O
N EV
ERY L
AYER
PRE-
CAST
CON
CRET
E LINT
ELS
FLAS
HING
& COV
ER FL
ASHIN
G
1m H
IGH
BALU
STRA
DE AC
C. TO
DET
AIL
1m H
IGH
BALU
STRA
DE AC
C. TO
DET
AIL
BRICK
FORC
E OVE
R OP
ENING
S ON
EVER
Y LAY
ER FO
R 4 L
AYER
S
PRE-
CAST
CON
CRET
E LINT
ELS
STAN
DARD
STEE
L WIND
OW
STAIR
S:RIS
ER: 1
52.8m
mTR
EAD:
250m
m
2125
8560
STAIR
S:RIS
ER: 1
52.8m
mTR
EAD:
250m
m
510 2465
N.G.
L
N.G.
L
295115 2295 200 2550 200 2550 100
12-W
AY M
ETER
BOAR
D
1440
1760
220
11
GEN
ERAL
NO
TES:
DR
AIN
AGE
FOU
ND
ATIO
NS
& FL
OO
RS
WAL
LS
CO
NC
RET
E R
OO
F
CEI
LIN
G (F
OR
CO
NC
RET
E SL
ABS)
GLA
ZIN
G:
LIG
HTI
NG
& V
ENTI
LATI
ON
:
CO
NST
RU
CTI
ON
JO
INTS
:
WAT
ERPR
OO
FIN
G:
RAI
N W
ATER
GO
OD
S
WIN
DO
WS
RO
OF
INSU
LATI
ON
& R
OO
F SI
SALA
TIO
N
NEW
DEV
ELO
PMEN
T O
N PT
N 10
90 (A
PTN
OF
PTN
998)
OF
THE
FARM
KAM
EELD
RIFT
NO
. 298
COUN
CIL
SUBM
ISSI
ON
ALTE
RATI
ONS
TO S
TAIR
S01
05/11
/2019
REV
ISIO
N S
CH
EDU
LE:
Desc
riptio
n:Re
v:Da
te:
SIG
NAT
UR
E O
F O
WN
ER:
CLI
ENT:
PRO
JEC
T N
O:
PRO
JEC
T D
ESC
RIP
TIO
N:
ENG
INEE
R'S
DET
AILS
:
DR
AWIN
G D
ESC
RIP
TIO
N:
SCAL
E: A
S SH
OW
N
SIG
NAT
UR
E O
F AR
CH
ITEC
T:
Rev
No.
Prot
ecte
d by
the
Cop
yrig
ht A
ct n
o. 9
8 of
197
8
WB(
wash
basin
)=50
mm W
P:
B
T(bid
et)=5
0mm
WP
B(ba
th)=5
0mm
WP
S(sin
k)=50
mm W
PSW
(show
er)=
50mm
WP
with
deap
seal
bras
s tra
pW
C(wa
ter cl
oset)
=110
mm up
vc S
P(so
il pipe
)
0,75 m
23,2
0 m2
2,10 m
21,5
0 m2
3 mm
6 mm
5 mm
4 mm
Nomi
nal T
hickn
ess:
Rhino
-lite f
inish
to al
l slab
ceilin
gs
Safe
ty Gl
ass i
n:sli
ding d
oors
(+ m
arke
rs), &
wind
ows w
ith a
sill h
eight
les th
an 50
0mm
All d
oors
with
glass
pane
s and
side
lights
to be
safe
ty gla
ss.
Maxim
um S
ize:
Reinf
orce
d con
crete
slab a
s per
engin
eer's
draw
ings a
nd sp
ecific
ation
s
Cons
tructi
on jo
ints (
betw
een b
rick &
re-in
force
d con
crete
slabs
), pa
rape
ts &
water
-&da
mppr
oofin
g mus
t com
ply w
ith S
ABS0
121.
Joint
s to b
e sea
led w
ith si
licon
ebas
is se
alant
125X
100m
m ch
roma
deck
alum
inium
gutte
rs an
d 100
x75m
m ch
roma
deck
alum
inium
down
pipes
to co
mply
with
SABS
0400
. Colo
ur to
matc
h wall
s (wh
ere a
pplic
able)
Old W
orld
Conc
rete
pre-
cast
conc
rete
water
spou
t to al
l con
crete
roof
slabs
. GMS
down
pipe
s (NO
UPV
C FI
TTIN
GS A
LLOW
ED) w
here
appli
cable
Contr
actor
mus
t sup
ply A
AAMS
A-ce
rtifica
te
Whe
re sh
ort f
alls o
ccur
due t
o sec
urity
cons
idera
tions
thes
e sho
rtage
s will
besu
pplem
ented
to th
e req
uired
leve
ls wi
th El
ectric
Ligh
ting &
Artif
icial
Venti
lation
.
Prov
ide IE
to al
l dire
ction
/grad
ient c
hang
es. P
rovid
e CE
for e
very
25m
length
of so
il pipe
. Pro
vide m
arke
d co
vers
to all
was
te fitt
ing. P
rovid
e re-
seal
traps
to al
l was
te fitt
ings.
All ju
nctio
ns of
was
te an
d soil
pipe
s to b
e ac
cesib
le alo
ng en
tire le
ngth.
Ben
ds &
Junti
ons s
hall n
ot be
unde
r buil
dings
. Soil
pipe
s und
er bu
ilding
s to b
e en
case
d in 3
00mm
conc
rete.
Exter
nal w
alls:
Textu
red n
ew pl
aster
to co
mply
with
SABS
code
109
0:199
6. A
SABS
certif
icate
of co
mplia
nce (
for it
ems 6
.6.1-
6.8) m
ust b
e obta
ined b
y the
contr
actor
. Pain
t:Pl
asco
n ___
____
____
_ and
Plas
con _
____
____
__ w
here
indic
ated o
n dra
wing
s. Int
erna
l wall
s: Pl
aster
& pa
int.
Bathr
oom
& kit
chen
wall
s: tile
d as p
er cl
ients
spec
ificati
ons.
600x
220m
m 1:3
:6 co
ncre
te str
ip fo
unda
tions
, min
depth
300m
m, or
as pe
r eng
ineer
s spe
cifica
tions
& dr
wgs.
No
strip
foun
datio
ns sh
all en
croac
h any
boun
dary
or se
rvitu
de lin
e. 25
mm ce
ment
scre
ed on
75mm
conc
rete
surfa
cebe
d on 2
50 m
icron
damp
proo
f cou
rse on
suita
ble so
il filli
ng co
mpac
ted in
max
laye
rs of
150m
m thi
ckne
ss.
all co
ncre
te flo
ors a
ccor
ding t
o eng
ineer
's sp
ecific
ation
s & dr
awing
s
Build
ing w
ork a
nd m
ateria
ls mu
st co
mply
with
Loca
l Auth
oritie
s Bye
-Law
s and
NBR
SABS
0400
. Do n
ot sc
ale th
is dr
awing
. Use
figur
ed di
mens
ions o
nly. A
ll dim
s and
heigh
ts to
be ch
ecke
d on
site.
Des
crepe
ncies
shall
be re
porte
d to t
hear
chite
ct. A
ll lev
els, h
eights
, dep
th, pl
inths
, exc
avati
ons a
nd nu
mber
of st
eps a
reto
be fin
ally c
heck
ed by
the c
ontra
ctor o
n site
. Lev
els sh
own a
re un
finish
ed flo
or le
vels.
roof
tiles
: -1
50mm
THI
NK P
INK
glass
fibre
insu
lation
abov
e ceil
ingro
of sh
eetin
g:-s
isalat
ion®
405 M
ulti-p
urpo
se gr
ade r
einfo
rced a
lumini
um
f
oil in
sulat
ion do
uble
sided
unde
r roo
f she
eting
and 1
50mm
THIN
K PI
NK gl
assfi
bre i
nsula
tion a
bove
ceilin
g
des
ign
an
d d
rau
ghti
ng
stu
dio
PEN
TZ C
ON
SU
LTIN
G
1195
A C
unni
ngha
m a
ve, W
aver
ley,
018
6 ch
esle
e@pe
ntzc
onsu
lting
.co.
za08
2 49
5 30
38
C.P
entz
Pro
fess
iona
l Arc
hite
ctur
al T
echn
olog
ist (
Reg
. No.
T09
37)
SA
IAT
(SA
) (fu
ll m
embe
r) 3
1832
SHEE
T N
O:
Any g
lass u
sed i
n any
bath
enclo
sure
or sh
ower
mus
t be s
afety
glas
s.
STO
RM
WAT
ER D
RAI
NAG
E20
0X85
mm S
urfa
ce dr
ainag
e outl
ets 3m
c/c o
n bou
ndar
y wall
.
APPR
ON
1m C
oncre
te/Pa
ving a
ppro
n all r
ound
main
and o
utbuil
dings
of ro
of de
sign s
o req
uires
.
(ACC
ORDI
NG T
O SA
NS 10
400 -
PART
H &
J):
(ACC
ORDI
NG T
O SA
NS 10
400 -
PART
K):
(ACC
ORDI
NG T
O SA
NS 10
400 -
PART
P):
(ACC
ORDI
NG T
O SA
NS 10
400 -
PART
O):
(ACC
ORDI
NG T
O SA
NS 10
400 -
PART
N):
(ACC
ORDI
NG T
O SA
NS 10
400 -
PART
N):
(ACC
ORDI
NG T
O SA
NS 10
400 -
PART
J &
K):
CONC
RETE
ROO
F: on
e lay
er de
rbigu
m sp
4 wate
rpro
ofing
mem
bran
e, wi
th 75
mm si
de la
ps an
d 100
mm
end l
aps,
seale
d to p
rimed
surfa
ce to
falls
and c
ross
falls
by `t
orch
fusio
n` in
cludin
g pro
tectio
n of 5
0mm
thick
lay
er cl
ean 1
9-25
mm cr
ushe
d ston
e. ap
plied
stric
tly ac
cord
ing to
man
ufac
turer
s spe
cifica
tions
on m
in.
30mm
scre
ed w
ith 1:
200 s
lope t
o con
crete
water
-spou
t on c
oncre
te sla
b to e
ngine
ers d
esign
.
BALC
ONIE
S: T
iles l
aid on
40mm
scre
ed on
slip
shee
t on 4
mm C
G4 D
ERBI
GUM
all as
per m
anuf
actur
er's
spec
ificati
on. R
OOFS
: 40m
m lay
er 12
-19m
m gr
avel
on 5
0mm
river
sand
on B
IDDE
M me
mbra
ne 4m
m CG
4 DER
BIGU
M pa
tented
wate
rpro
ofing
(ACC
ORDI
NG T
O SA
NS 10
400 -
PART
J &
L):
(ACC
ORDI
NG T
O SA
NS 10
400 -
PART
J &
L):
(ACC
ORDI
NG T
O SA
NS 10
400 -
PART
L):
chro
made
k ibr
roof
shee
ting-
colou
r -wh
ite lio
n @ 30
° (60
0 ove
rhan
g) on
76 x
50 s.
a. pin
e batt
ens o
n sisa
lation
on
152 x
38 s.
a. pin
e raf
ters o
n 114
x 38
stru
ts on
152 x
38 s.
a. pin
e tie
beam
s @ 76
0mm
c/c m
ax. o
n 114
x 38
s.a
. pine
wall
plates
. trus
ses t
ied to
wall
s with
4mm∅
galva
nised
stee
l wire
built
into w
alls a
t leas
t 8 br
ick
cour
ses d
eep w
here
poss
ible.
wall p
lates
bolte
d to w
all w
ith 25
0mm
long g
alvan
ised b
olts.
all s.
a. pin
e to b
e gr
ade 8
woo
d
(ACC
ORDI
NG T
O SA
NS 10
400 -
PART
XA)
:
(ACC
ORDI
NG T
O SA
NS 10
400 -
PART
R):
AO=
ever
ite fib
re ce
ment
pane
ls to
cove
r duc
t acc
ess o
penin
g, pa
int to
matc
h colo
ur of
wall
s
H3
A1
BUIL
DIN
G C
LASS
IFIC
ATIO
N:
SHEE
T SI
ZE:
UNIT
-T6
4L/B
/CNEW
BAL
CONI
ES &
LOUV
RE S
CREE
NS O
N FI
RST
& SE
COND
STO
REY
0202
/03/20
20AL
TERA
TION
S TO
BLO
CK &
UNI
T DE
SCRI
PTIO
NS03
03/04
/2020
BLO
CK B
-NO
. 5ALTE
RATI
ONS
TO LO
UVRE
SCR
EENS
0416
/04/20
20AL
TERA
TION
S TO
STA
IRS
0520
/01/20
21AL
TERA
TION
S TO
STA
IRS
0825
/01/20
21KI
TCHE
N W
INDO
WS
OMIT
TED
0905
/02/20
21PL
ASTE
RED
STAI
RCAS
E W
ALLS
10
11/02
/2021
NEW
KIT
CHEN
WIN
DOW
S11
08/03
/2021
ALTE
RATI
ONS
KITC
HEN
LAYO
UT11
08/03
/2021
08 M
ar 2
021
11:4
6:13
LEBR
A DE
VELO
PMEN
T (P
ROPR
IETA
RY) L
TD.
B-03
1861
ELEV
ATIO
NS
& SE
CTI
ON
1 : 1
00N
OR
TH E
LEVA
TIO
N1
: 100
EAST
ELE
VATI
ON
1 : 1
00SO
UTH
ELE
VATI
ON
1 : 1
00W
EST
ELEV
ATIO
N
1 : 5
0SE
CTI
ON
01
1 : 5
0SE
CTI
ON
02
