A
B
C
D
E
F
G
H
I
J
K
L NOTES
GENERAL: TO COMPLY WITH SANS 10400
725
2220
6815
ALL MATERIALS AND CONSTRUCTION MUST COMPLY WITH THE NATIONAL BUILDING REGULATIONS (ACT NO 103 OF 1977) INCLUDING ALL AMENDMENTS AS WELL AS THE BY-LAWS OF THE LOCAL AUTHORITIES.
2450
excavation face
C
P206
1
300
7760 8079
3420
ALL LEVELS, DIMENSIONS AND STEPS ARE TO BE CHECKED AND VERIFIED ON SITE BEFORE COMMENCING WITH ANY WORK.
Compacted filling in layers of 300mm
ANY INDISTINCTNESS OR INDIFFERENCES MUST IMMEDIATELY BE POINTED OUT TO THE ARCHITECT FOR RECTIFICATION OR EXPLANATION BEFORE ANY CONSTRUCTION CAN COMMENCE..
A excavation face
DRAWINGS ARE NOT TO BE SCALED
Compacted filling in layers of 300mm
FOUNDATIONS TO ALL BOUNDARY WALLS ARE NOT TO ENCROACH BOUNDARY ALL ELECTRICAL AND PLUMBING WORK IS TO BE CARRIED OUT BY A REGISTERED TRADESMAN. BRICKFORCE AND WALL TIES IS TO BE INSTALLED EVERY 5 COURSES OF BRICKWORK.
COMMUNAL KITCHEN
excavation face Compacted filling in layers of 300mm
POD 1 BEDROOM 3
DRAINAGE:
X 1385 372
1
V 1386 280
A
P203
P203
860
A
ALL PLUMBING AND DRAINAGE WORK AND INSTALLATION OF SANITARY FITTINGS TO COMPLY WITH THE RELEVANT LOCAL AUTHORITY BYE-LAWS, REGULATIONS AND REQUIREMENTS. PROVIDE I.E.'S TO ALL BENDS AND JUNCTIONS WITH SUITABLE MARKERS AT GROUND LEVEL.
shower
P202
Compacted filling in layers of 300mm
C
3
W4 0 75
STUDIO/WORKSHOP 6000
Polished Concrete 22 m2
0 25 00 19
W4
9 21
35 10
Treated Plywood 5.2 m2
750
2
whb
1
POD 2 KITCHEN Treated Plywood 5.15 m2
D5
200
D8 807
13
COMMUNAL FOYER14 Treated Plywood 8.3 m2 V 1385 880
1
15
2 3
W7
4
6
5
912
4
1800
3
1
750
wc
400
W5
2
W2
Permeable Gravel Covering
110dia uPVC discharge stub stack. Invert level at min depth of 450mm.
P202
concrete staircase as per architect's detail Main water supply
Main water supply
ce Garden 1
D4
5 P20
ie
1:60 t min ipe a p e in dra st pip arve PVC ter h 0mm a 1 w 1 New pper m co 22m
ie
B
1270
6
ALL PLYWOOD TO BE TREATED ACCORDINGLY TO SPECIFICATION TO COMPLY WITH SANS 10400-T
W6
shower
V 1386 280
800
TO COMPLY WITH SANS 10082
1765
V 1385 880
Treated Plywood 3 m2
213
12
I.E.'S TO WASTE PIPES TO BE FULLY ACCESSIBLE AT ALL TIMES.
TIMBER WALLS:
11
2
Compacted filling in layers of 300mm
570
D6
WC
POD 2 BEDROOM
V 1385 280
D3
X 1385 372
16
4
wc V 1385 880
Treated Plywood 10 m2
3400
0 64
10
17
5
Treated Plywood 1.75 m2
9
PROVIDE A.E. TO FOOT OF ALL SOIL STACKS.
de stra alu
30 15
WC
0 29
W3
W3
6
1000mm High aluminum balustrade
ce
8
eb pip inum lum
110dia uPVC discharge stub stack. Invert level at min depth of 450mm.
7
whb
70 11
ha Hig
ce
30 15
COMMUNAL LIVING
mm
5 P20
B
R 3800 19 50
P202
wc
D2
W3
Succulent Garden 1 W3
W4
4
0 100
3
PROVIDE APPROVED RESEAL TRAPS TO ALL WASTE FITTINGS.
8850
Treated Plywood 2.84 m2 whb
1.40 slope
Custom Concrete Water harvesting tank with seating
R
WC
Succulent Garden 4
P206
1629
Succulent Garden 2
MINIMUM FALL TO ALL DRAIN PIPES TO BE 1:40.
excavation face
Treated Plywood 5.8 m2
Compacted filling in layers of 300mm
240
POD 1 KITCHEN
1
excavation face
3
TO COMPLY WITH SANS 10400-P
Succulent Garden 3
Water harvesting pond
5
Treated Plywood 7.6 m2
W2
2
4000
2
PROVIDE DPC TO WALL AT SLAB LEVEL, UNDER ALL CILLS AND TO ALL CHANGES IN FLOOR LEVELS REFER TO SECTIONS.
Treated Plywood 6 m2
Succulent Garden 5
110mm uPVC drain pipe at min 1:60
110mm uPVC drain pipe at min 1:60
ie Succulent Garden 6
1512
ce Filtration system and water pump
2000
SHARED STORAGE
No
Garden 2
Polished Concrete 10 m2
7
Description
Date
A Annotation,dimensions and details
Issued by
06/10/2020
R. Symons
Phase 2 unit
Phase 2 unit
SEMI-BASEMENT FLOORPLAN 1: 50
PROPERTY
ERF R/196 PROJECT
Tram and Bronkhorst Development TITLE
SEMI-BASEMENT FLOORPLAN CLIENT
R. SYMONS 1
Timber and Concrete wall connection detail 1:5
2
Timber frame wall end articulation 1:5
3
Timber and Facebrick wall connection detail 1:5
DRAWN BY
STUDENT NUMBER
DATE
R. SYMONS
18098292
08/28/20
SCALE (@ A1)
PROJECT NUMBER
As indicated
ONT300P2
DRAWING NUMBER
REV
P202
2-13
NOTES
GENERAL:
.., K
./ L
,-
H
I'
., J
-
TO COMPLY WITH SANS 10400
,,,
G
F
/ D
,, E
C,
A.
.. B
ALL MATERIALS AND CONSTRUCTION MUST COMPLY WITH THE NATIONAL BUILDING REGULATIONS (ACT NO 103 OF 1977) INCLUDING ALL AMENDMENTS AS WELL AS THE BY-LAWS OF THE LOCAL AUTHORITIES. ALL LEVELS, DIMENSIONS AND STEPS ARE TO BE CHECKED AND VERIFIED ON SITE BEFORE COMMENCING WITH ANY WORK. ANY INDISTINCTNESS OR INDIFFERENCES MUST IMMEDIATELY BE POINTED OUT TO THE ARCHITECT FOR RECTIFICATION OR EXPLANATION BEFORE ANY CONSTRUCTION CAN COMMENCE.. DRAWINGS ARE NOT TO BE SCALED FOUNDATIONS TO ALL BOUNDARY WALLS ARE NOT TO ENCROACH BOUNDARY
T/OLevel Screen 10 14626 1400 510
ALL ELECTRICAL AND PLUMBING WORK IS TO BE CARRIED OUT BY A REGISTERED TRADESMAN. BRICKFORCE AND WALL TIES IS TO BE INSTALLED EVERY 5 COURSES OF BRICKWORK. PROVIDE DPC TO WALL AT SLAB LEVEL, UNDER ALL CILLS AND TO ALL CHANGES IN FLOOR LEVELS REFER TO SECTIONS.
DRAINAGE: TO COMPLY WITH SANS 10400-P ALL PLUMBING AND DRAINAGE WORK AND INSTALLATION OF SANITARY FITTINGS TO COMPLY WITH THE RELEVANT LOCAL AUTHORITY BYE-LAWS, REGULATIONS AND REQUIREMENTS. PROVIDE I.E.'S TO ALL BENDS AND JUNCTIONS WITH SUITABLE MARKERS AT GROUND LEVEL.
1400 540
MINIMUM FALL TO ALL DRAIN PIPES TO BE 1:40.
12275 1398 160
PROVIDE APPROVED RESEAL TRAPS TO ALL WASTE FITTINGS.
Custom roof garden gutter to architects detail.. 110mm diameter UPVC stack vent pipe.
460
260
T/O Roof9 Level
PROVIDE A.E. TO FOOT OF ALL SOIL STACKS. I.E.'S TO WASTE PIPES TO BE FULLY ACCESSIBLE AT ALL TIMES.
Treated Plywood
TIMBER WALLS: TO COMPLY WITH SANS 10082
vp
880
300
880
100
560
500
Second Floor 13959275 160 ie
FFL 1394 385
228
ie
460
1350
1180
260
off-shutter concrete
300 200 300
100
660
2665
ALL PLYWOOD TO BE TREATED ACCORDINGLY TO SPECIFICATION TO COMPLY WITH SANS 10400-T
W15
815
W13
5935
100
FFL 1391 405
First Floor Level 6
650
1000
13915450 330 Facebrick with raked joint 1056
160 374
110mm diameter UPVC discharge stack pipe.
600
3000
No
Description
Date
C Annotation,dimensions and details F Levels
Issued by
19/11/2020 24/11/2020/
R. Symons R.Symons
Off-shutter concrete
Off-shutter concrete
ie
ie
BRONKHORST ST.
FFL 1388 300
Groundfloor 13882420 300
ce
400
1400
160
4940
450
Off-shutter concrete
567
260
560
Off-shutter concrete 260
2337
1440
W14
1700
540
W12
1366
1920
Facebrick with raked joint
6500
2420
NGL
110mm diameter UPVC soil pipe laid at a minimum fall of 1:40 to municipal connection.
PROPERTY
ERF R/196
400
Semi-basement 0 1385 880
3870
PROJECT
Tram and Bronkhorst Development TITLE
1
West Elevation
West Elevation 1 : 50 CLIENT
R. SYMONS DRAWN BY
STUDENT NUMBER
DATE
R. Symons
18098292
Callout 1
SCALE (@ A1)
1 : 50
PROJECT NUMBER
ONT300P2
DRAWING NUMBER
REV
P207
4-13 F
NOTES
GENERAL: TO COMPLY WITH SANS 10400 Level 10 ALL MATERIALS AND CONSTRUCTION MUST COMPLY WITH THE NATIONAL BUILDING REGULATIONS 14626
L
K
J
I
H
G
F
E
D
C
B
(ACT NO 103 OF 1977) INCLUDING ALL AMENDMENTS AS WELL AS THE BY-LAWS OF THE LOCAL AUTHORITIES.
A
ALL LEVELS, DIMENSIONS AND STEPS ARE TO BE CHECKED AND VERIFIED ON SITE BEFORE COMMENCING WITH ANY WORK. ANY INDISTINCTNESS OR INDIFFERENCES MUST IMMEDIATELY BE POINTED OUT TO THE ARCHITECT FOR RECTIFICATION OR EXPLANATION BEFORE ANY CONSTRUCTION CAN COMMENCE.. DRAWINGS ARE NOT TO BE SCALED
330x 4860 x 50mm treated plywood Louver member fixed to planters , members @550mm c/c .
FOUNDATIONS TO ALL BOUNDARY WALLS ARE NOT TO ENCROACH BOUNDARY
250
2515
250
1400
ALL ELECTRICAL AND PLUMBING WORK IS TO BE CARRIED OUT BY A REGISTERED TRADESMAN.
Planter as per architects detail.
BRICKFORCE AND WALL TIES IS TO BE INSTALLED EVERY 5 COURSES OF BRICKWORK.
Galvanized mild steel mesh 920
PROVIDE DPC TO WALL AT SLAB LEVEL, UNDER ALL CILLS AND TO ALL CHANGES IN FLOOR LEVELS REFER TO SECTIONS.
Growing medium as per landscape architects specification.
DRAINAGE: Ø20 x 1000mm galvanized mild steel bar bended to architects specification to be cast in place at 100mm c/c, painted
TO COMPLY WITH SANS 10400-P
300x 100 x 20mm galvanized mild steel lipped channel cut and installed acc. to architect specification.
Bitumen waterproofing membrane, with 75mm side laps and 100mm end laps sealed to primed screed surface by torchfusion.Including a 150mm layer of protection of clean topsoil on 4mm HDPE drainage core above waterproofing cover with geotextile. Install to specialist instructions.
356x 171 x 45mm galvanized mild steel I-Section, column cut and installed acc. to architect specification.
WC
2600 2608
1000
vp
Min 50mm screed to fall to outlets with a 75 x 75mm shaped fillets at roof edges
ALL PLUMBING AND DRAINAGE WORK AND INSTALLATION OF SANITARY FITTINGS TO COMPLY WITH THE RELEVANT LOCAL AUTHORITY BYE-LAWS, REGULATIONS AND REQUIREMENTS.
Facebrick
PROVIDE I.E.'S TO ALL BENDS AND JUNCTIONS WITH SUITABLE MARKERS AT GROUND LEVEL. MINIMUM FALL TO ALL DRAIN PIPES TO BE 1:40.
110mm diameter UPVC stack vent pipe.
PROVIDE APPROVED RESEAL TRAPS TO ALL WASTE FITTINGS.
Second Floor 9275 1395 160
WC
ie
ie
255mm thick reinforced concrete roof slab acc. to engineer specifications. 38 x 50mm Battens @ 450 c/c. Nailed to concrete slab.
W12
Reinforced brick-on-edge lintel
TO COMPLY WITH SANS 10082
312x 8900 x 50mm treated plywood Louver member fixed to horizontal plywood member at 500 c/c. Louver system to be installed to architect specification.
2975
2
Gallery
P212
Off -shutter concrete with Stained Finish
1
Treated Plywood
ALL PLYWOOD TO BE TREATED ACCORDINGLY TO SPECIFICATION TO COMPLY WITH SANS 10400-T
240 x 50mm treated plywood Louver member bolted to wall @ 500 c/c . Louver system to be installed to architect specification.
107
Communal Laundry
I.E.'S TO WASTE PIPES TO BE FULLY ACCESSIBLE AT ALL TIMES.
TIMBER WALLS:
W2
W13
PROVIDE A.E. TO FOOT OF ALL SOIL STACKS.
FFL 1394 385 DPC
812
255mm thick reinforced concrete roof slab acc. to engineer specifications.
WC
DPC
325
250
8900
600
100mm expanded polystyrene insulation board laid onto roof slab .
6mm Aluminum glazed glass shopfront window to be installed acc. to specialist specification.
P214
3026
Ø20 x 1000mm galvanized mild steel bar bended to architects specification to be cast in place at 100mm c/c, painted
W12 DPC
250mm Reinforced concrete flat slab acc. to engineers specification. 340mm retaining wall acc. to engineers specification
945
1053
2500
110mm diameter UPVC discharge stack pipe.
WC
DPC
W2
155
2800
W9
905
1380
Reinforced concrete footing acc. to engineer specification
ie DPC
ce
UFFL 1388 225
NGL 150mm Reinforced concrete slab acc. to engineers specification. Reinforced concrete ground beam acc. to engineers specification. dpm Reinforced concrete column footing acc. to engineers specification. 110mm diameter UPVC soil pipe laid at a minimum fall of 1:40 to municipal connection. Facebrick paving laid on 25mm sand layer and laid out acc. to architects specifications No. 4 fine aggregate fill over non-woven needle punched polypropylene fabric geotextile
UFFL 1385 372
Reinforced concrete footing acc. to engineer specification
ie
75 mm screed, floated.
250 2480
POD 1 BEDROOM
32mm UPVC weephole cast in place @1500 c/c
W12
230
252 145
720
190mm precast concrete sill block
600
1440
NGL
D2
800
POD 1 KITCHEN
640
Off -shutter concrete with Stained Finish
330
COMMUNAL KITCHEN
WC
DPC
880
water harvesting fountain
WC
600
POD 1 LIVING ROOM LOFT
460
885
W10
2000mm x 2700mm drywall WC partition bolted to concrete slab. To be Installed acc. to suppliers specification.
2100
W12
W12
W12
4500
652
Facebrick
DPC
Treated plywood floor finish as per specifications [SHEET P206]
DPC
5780
797
797
849
82
150mm concrete water fountain base
Reinforced concrete dry structural leaf acc. to engineer specification, with driftwood Renocrete finish applied as per product description.
362mm Composite wall with 150mm concrete infill, outer Facebrick leaf with wire ties laid every 5 course
250 x 250mm Reinforced concrete column.
1987
4mm Torch-on fusions waterproof membrane
DPC
UFFL 1390 532
1660
255mm thick reinforced concrete roof slab acc. to engineer specifications. 8mm Thick treated plywood ceiling fixed to metal hanger system acc. to Architects detail Custom Plywood Cupboard to architects detail [SHEET P212]
1000
Bitumen waterproofing membrane, with 75mm side laps and 100mm end laps sealed to primed screed surface by torchfusion.Including a 150mm layer of protection of clean topsoil on 4mm HDPE drainage core above waterproofing cover with geotextile. Install to specialist instructions. Min 50mm screed to fall to outlets with a 75 x 75mm shaped fillets at roof edges. 100mm expanded polystyrene insulation board laid onto roof slab .
First Floor 5450 1391 330
FFL 1391 405 DPC
water harvesting fountain
Groundfloor 2420 1388 300
No
Description
Date
A Annotation,dimensions and details B Foundation,footings & ceiling
Issued by
06/10/2020 06/10/2020
R. Symons R. Symons
Semi-basement 13850880
1.0mm polyolefin waterproofing member that complies with SANS 952 type C
330
65mm Geopipe at 1:40 slope
Reinforced concrete foundation acc. to engineer specification
PROPERTY
150mm concrete wet leaf to engineer specification Compacted soil fill in layers of no more than 300mm
ERF R/196
5500
Reinforced concrete column footing acc. to engineer specification Treated timber cupboard as per architects detail
100 mm reinforced concrete base acc to engineer specification
PROJECT
Tram and Bronkhorst Development TITLE
A
SECTION A
Section A 1: 50 CLIENT
R. SYMONS DRAWN BY
STUDENT NUMBER
DATE
R. Symons
18098292
27/10/2020
SCALE (@ A1)
1 : 50
PROJECT NUMBER
ONT300P2
DRAWING NUMBER
REV
P204
13 5-B
T/O LevelRoof 9
600
vp
300
60x40x3 Galvanized mild Rectangular hollow section frame bolted to timber studs,painted
1080
12275 1398 160
screed sloped to outlet Aluminum edge strip cut to architects specifications
138
W5
wc TREATED PLYWOOD
2
W3
887
20mm diameter galvanized steel bar welded to rectangular section, spaced at 100 c/c
D3
100mm expanded polystyrene board Torch on fusion waterproofing with 100mm side and end laps 50mm glass wool fibre insulation 110mm diameter UPVC stack vent pipe.
DPC
P210
1414
2550
2750
ALL MATERIALS AND CONSTRUCTION MUST COMPLY WITH THE NATIONAL BUILDING REGULATIONS (ACT NO 103 OF 1977) INCLUDING ALL AMENDMENTS AS WELL AS THE BYLAWS OF THE LOCAL AUTHORITIES.
DRAWINGS ARE NOT TO BE SCALED
300
372 74
TO COMPLY WITH SANS 10400
ANY INDISTINCTNESS OR INDIFFERENCES MUST IMMEDIATELY BE POINTED OUT TO THE ARCHITECT FOR RECTIFICATION OR EXPLANATION BEFORE ANY CONSTRUCTION CAN COMMENCE..
wc
DPC
GENERAL:
ALL LEVELS, DIMENSIONS AND STEPS ARE TO BE CHECKED AND VERIFIED ON SITE BEFORE COMMENCING WITH ANY WORK.
whb
Second Floor 9275 1395 160
NOTES
W5
POD 2 LOFT
887
ALL ELECTRICAL AND PLUMBING WORK IS TO BE CARRIED OUT BY A REGISTERED TRADESMAN. PROVIDE DPC TO WALL AT SLAB LEVEL, UNDER ALL CILLS AND TO ALL CHANGES IN FLOOR LEVELS REFER TO SECTIONS.
TREATED PLYWOOD
DRAINAGE:
DPC
PROVIDE I.E.'S TO ALL BENDS AND JUNCTIONS WITH SUITABLE MARKERS AT GROUND LEVEL.
FFL 1392 144
3700
1181
TO COMPLY WITH SANS 10400-P
No
wc
D3
TREATED PLYWOOD
C
887
W3
W5
E
Description Annotation,dimensions and details Roof assembly
Date
Issued by
19/11/2020 R. Symons 24/11/2020 R.Symons
DPC
First Floor 5450 330 1391
1342
whb wc
DPC
PROPERTY
W5
POD 2 LOFT
21mm Plywood floor board screwed to floor joist 50x150 SA pine floor joist 20mm acoustic matt underlay
3700
1181
920
DPC
2385
TREATED PLYWOOD
D3 whb
DPC
Semi-basement 0 1385 880
SA pine header 12mm Treated Plywood ceiling board screwed to floor joist @500 c/c 38x 144mm SA pine nogging 21mm treated plywood fixed to particle board with metal panel clips 50mm diameter UPVC waste water pipe 38x114 SA pine stud @400 c/c
DPC
wc
TITLE
SECTION B
887
W5
Tram and Bronkhorst Development
FFL 1388 462
1175
W3
wc
192X38 SA pine Lintel PROJECT
TREATED PLYWOOD
Groundfloor 2420 300 1388
ERF R/196
887
1138
300
900
FFL 1390 532
75 mm screed, floated. 114x 38 SA pine timber bottom rail bolted to slap
CLIENT
R. SYMONS DRAWN BY
STUDENT NUMBER
1
Section B 1 : 50
1 P210
ONT300P2
18098292 DATE
27/10/2020 110mm diameter UPVC soil pipe laid at a minimum fall of 1:40 to municipal connection.
PROJECT NUMBER
R. Symons
SCALE (@ A3)
1 : 50 DRAWING NUMBER
P205
REV
6-13 E
1x
z 2
3l
Bitumen waterproofing membrane, with 75mm side laps and 100mm end laps sealed to primed screed surface by torchfusion.Including a 150mm layer of protection of clean topsoil on 4mm HDPE drainage core above waterproofing cover with geotextile. Install to specialist instructions.
NOTES
GENERAL:
Min 50mm screed to fall to outlets with a 75 x 75mm shaped fillets at roof edges.
TO COMPLY WITH SANS 10400
100mm expanded polystyrene insulation board laid onto roof slab .
ALL MATERIALS AND CONSTRUCTION MUST COMPLY WITH THE NATIONAL BUILDING REGULATIONS (ACT NO 103 OF 1977) INCLUDING ALL AMENDMENTS AS WELL AS THE BYLAWS OF THE LOCAL AUTHORITIES.
255mm thick reinforced concrete roof slab acc. to engineer specifications.
1 Ø20 x 1000mm galvanized mild steel bar bended to architects specification to be cast in place at 100mm c/c, painted
ANY INDISTINCTNESS OR INDIFFERENCES MUST IMMEDIATELY BE POINTED OUT TO THE ARCHITECT FOR RECTIFICATION OR EXPLANATION BEFORE ANY CONSTRUCTION CAN COMMENCE.. DRAWINGS ARE NOT TO BE SCALED
920
Second Floor 9275 160 1395
ALL LEVELS, DIMENSIONS AND STEPS ARE TO BE CHECKED AND VERIFIED ON SITE BEFORE COMMENCING WITH ANY WORK.
1000
P209
ALL ELECTRICAL AND PLUMBING WORK IS TO BE CARRIED OUT BY A REGISTERED TRADESMAN. PROVIDE DPC TO WALL AT SLAB LEVEL, UNDER ALL CILLS AND TO ALL CHANGES IN FLOOR LEVELS REFER TO SECTIONS.
300x 100 x 20mm galvanized mild steel lipped channel cut and installed acc. to architect specification.
DRAINAGE:
356x 171 x 45mm galvanized mild steel I-Section, column cut and installed acc. to architect specification.
W12 584
TO COMPLY WITH SANS 10400-P
16mm Thick plywood ceiling fixed to battens acc. to Architects detail
PROVIDE I.E.'S TO ALL BENDS AND JUNCTIONS WITH SUITABLE MARKERS AT GROUND LEVEL.
1125
DPC
Communal Laundry
No
Description
Date
Issued by
Treated Plywood
Galvanized mild steel wall ties every 6 brick course
W12
Level 6 First Floor 5450 330 1391
DPC
16mm Thick plywood floor board acc. to Architects detail PROPERTY
dpm
ERF R/196
UFFL 1390 532
weep hole 30x 6 flat Galvanized mild steel hanger bolted to slab
220 230
490
1780 1332
357
W12
Aluminum edge strip bolted to fountain wall Facebrick paving
150mm reinforced floor slab as per engineers specifications 16mm Thick plywood ceiling board acc. to Architects detail
PROJECT
Tram and Bronkhorst Development
DPC TITLE
50mm sand blinding laid on geotextile
840
1475 4490
75mm aggregate base course laid on well compacted soil
Groundfloor 2420 300 1388
SECTION C
114x38 SA pine rail
38x 114 SA pine stud @400 c/c
305x150 mm concrete barrier cerb
CLIENT
R. SYMONS
38x192 SA pine lintel 150mm concrete water fountain base 4mm Torch-on fusions waterproof membrane Reinforced concrete dry structural leaf acc. to engineer specification.
584
W12
POD 1 BEDROOM
DRAWN BY
DPC
50mm mineral fibre insulation 32mm plywood cover cut to architects specification 1093
Soil filling compacted in layers of 300mm
polyolefin waterproofing
Semi-basement 0 1385 880
STUDENT NUMBER
32mm plywood storage side panel fixed to timber frame to architects specification 114x38 SA pine bottom rail bolted to floor slab
DPC
1
1 : 50
polyolefin waterproofing Reinforced concrete base acc. to engineer specification. Reinforced concrete floor slab acc. to engineer
ONT300P2
18098292 DATE
27/10/2020 SCALE (@ A3)
Section C
PROJECT NUMBER
R. Symons
1 : 50 DRAWING NUMBER
P206
REV
7-13
,H
G
100 140
,,, F
1x
z 2
1000
1000
100
540
Ø20 x 1000mm galvanized mild steel bar bended to architects specification to be cast in place at 100mm c/c, painted
250
Second Floor 9275 1395 160
NOTES
GENERAL: TO COMPLY WITH SANS 10400
150
830
2350
100 100
ALL LEVELS, DIMENSIONS AND STEPS ARE TO BE CHECKED AND VERIFIED ON SITE BEFORE COMMENCING WITH ANY WORK.
920
200
920
300
ALL MATERIALS AND CONSTRUCTION MUST COMPLY WITH THE NATIONAL BUILDING REGULATIONS (ACT NO 103 OF 1977) INCLUDING ALL AMENDMENTS AS WELL AS THE BY-LAWS OF THE LOCAL AUTHORITIES.
ANY INDISTINCTNESS OR INDIFFERENCES MUST IMMEDIATELY BE POINTED OUT TO THE ARCHITECT FOR RECTIFICATION OR EXPLANATION BEFORE ANY CONSTRUCTION CAN COMMENCE..
260
DRAWINGS ARE NOT TO BE SCALED FOUNDATIONS TO ALL BOUNDARY WALLS ARE NOT TO ENCROACH BOUNDARY ALL ELECTRICAL AND PLUMBING WORK IS TO BE CARRIED OUT BY A REGISTERED TRADESMAN.
2
BRICKFORCE AND WALL TIES IS TO BE INSTALLED EVERY 5 COURSES OF BRICKWORK.
P209
PROVIDE DPC TO WALL AT SLAB LEVEL, UNDER ALL CILLS AND TO ALL CHANGES IN FLOOR LEVELS REFER TO SECTIONS.
DRAINAGE: 16mm Thick plywood ceiling panel fixed to battens acc. to Architects detail 300x 100 x 20mm galvanized mild steel lipped channel cut and installed acc. to architect specification.
TO COMPLY WITH SANS 10400-P ALL PLUMBING AND DRAINAGE WORK AND INSTALLATION OF SANITARY FITTINGS TO COMPLY WITH THE RELEVANT LOCAL AUTHORITY BYE-LAWS, REGULATIONS AND REQUIREMENTS. PROVIDE I.E.'S TO ALL BENDS AND JUNCTIONS WITH SUITABLE MARKERS AT GROUND LEVEL. MINIMUM FALL TO ALL DRAIN PIPES TO BE 1:40.
356x 171 x 45mm galvanized mild steel I-Section, column cut and installed acc. to architect specification.
PROVIDE APPROVED RESEAL TRAPS TO ALL WASTE FITTINGS.
2905
PROVIDE A.E. TO FOOT OF ALL SOIL STACKS.
Single leaf Facebrick wall
I.E.'S TO WASTE PIPES TO BE FULLY ACCESSIBLE AT ALL TIMES.
TIMBER WALLS:
W15
TO COMPLY WITH SANS 10082
5600
ALL PLYWOOD TO BE TREATED ACCORDINGLY TO SPECIFICATION TO COMPLY WITH SANS 10400-T
Level 8 First Floor 5460 330 1391
16mm Thick plywood floor board acc. to Architects detail 150mm reinforced floor slab as per engineers specifications dpm weep hole
UFFL 1390 532
1930
30x 6 flat Galvanized mild steel hanger bolted to slab
No
Description
Date
C Annotation,dimensions and details
Issued by
19/11/2020
R. Symons
Galvanized wall ties every 6 course
W14
230
540
220
Aluminum edge strip bolted to fountain wall Facebrick paving Aluminum edge strip bolted to fountain wall
260
50mm bedding sand laid on geotextile
75mm aggregate sub-base course laid on well compacted soil Aluminum Flashing Reinforced concrete dry structural leaf acc. to engineer specification.
ERF R/196
840
Groundfloor 2420 300 1388
PROPERTY
Off-shutter concrete
Reinforced concrete dry structural leaf acc. to engineer specification.
305x150 mm concrete barrier cerb
Base plate welded to I-section 100mm concrete base
NGL
NGL
Concrete haunching behind every kerb joint concrete base
4mm Torch-on fusions waterproof membrane with 100mm side and end laps laid on primed surface and installed acc. to suppliers 150mm concrete water fountain base Soil filling compacted in layers of 300mm
370
Plywood storage cover panel to architects specification
Semi-basement 0 1385 880
2
Portion of West Elevation 1 : 20
3
Section C -Detail Edge Section 1 : 20
PROJECT
Tram and Bronkhorst Development TITLE
Detail Edge Section & Portion of West facade CLIENT
R. SYMONS
32mm plywood storage side panel fixed to timber frame to architects specification
50mm concrete blinding
DRAWN BY
STUDENT NUMBER
DATE
R. Symons
18098292
27/10/2020
SCALE (@ A1)
1 : 20
PROJECT NUMBER
ONT300P2
reinforce concrete floor slab as per engineers specification
DRAWING NUMBER
REV
1.0mm polyolefin waterproofing
P208
8-13 C
1x NOTES
GENERAL: TO COMPLY WITH SANS 10400 ALL MATERIALS AND CONSTRUCTION MUST COMPLY WITH THE NATIONAL BUILDING REGULATIONS (ACT NO 103 OF 1977) INCLUDING ALL AMENDMENTS AS WELL AS THE BYLAWS OF THE LOCAL AUTHORITIES.
Ø20 x 1000mm galvanized mild steel bar bended to architects specification to be cast in place at 100mm c/c, painted
ALL LEVELS, DIMENSIONS AND STEPS ARE TO BE CHECKED AND VERIFIED ON SITE BEFORE COMMENCING WITH ANY WORK. ANY INDISTINCTNESS OR INDIFFERENCES MUST IMMEDIATELY BE POINTED OUT TO THE ARCHITECT FOR RECTIFICATION OR EXPLANATION BEFORE ANY CONSTRUCTION CAN COMMENCE.. DRAWINGS ARE NOT TO BE SCALED ALL ELECTRICAL AND PLUMBING WORK IS TO BE CARRIED OUT BY A REGISTERED TRADESMAN.
Ø75 galvanized steel cover plate
PROVIDE DPC TO WALL AT SLAB LEVEL, UNDER ALL CILLS AND TO ALL CHANGES IN FLOOR LEVELS REFER TO SECTIONS.
DRAINAGE: TO COMPLY WITH SANS 10400-P
250
PROVIDE I.E.'S TO ALL BENDS AND JUNCTIONS WITH SUITABLE MARKERS AT GROUND LEVEL.
Planting medium as per landscape architects specification
Second Floor 9275 160 1395
Cast in place metal reglet with counter flashing laid over waterproofing
Planting medium as per landscape architects specification non-woven continuous filament needle polyester geotextile with minimum 150mm side and end laps. 300x 50 x 20mm Galvanized mild steel plate welded to channel, painted
No C
Description Annotation,dimensions and details
Date
Issued by
19/11/2020 R. Symons
non-woven continuous filament needle polyester geotextile with minimum 150mm side and end laps. drainage layer of NO.4 fine grade aggregate 240
HDPE membrane fabric overlapped of 150mm at edge and ends, membrane to be installed as suppliers instructions
540 290
PROPERTY
ERF R/196
920
Bitumen waterproofing membrane with 75mm side an end laps sealed to primed surface by torchfusion.
100
min. 50mm screed sloped to falls
300x 100 x 20mm Galvanized mild steel lipped channel cut acc. to architect specification cast into roof slab, painted
100mm expanded polystyrene insulation board
250mm thick reinforced concrete roof slab to engineers specification
PROJECT
Tram and Bronkhorst Development TITLE
Roof garden spout detail
300x 95 x 20mm Galvanized mild steel plate welded to channel, painted CLIENT
Rain water drip
R. SYMONS
356x 171 x 45mm galvanized mild steel I-Section, column cut and installed acc. to architect specification.
DRAWN BY
PROJECT NUMBER
R. Symons STUDENT NUMBER
ONT300P2
18098292 DATE
27/10/2020
1
Section C - Callout 1- Roof garden spout 1 : 10
SCALE (@ A3)
1 : 10 DRAWING NUMBER
P209
REV
9-14 1
204
LevelRoof 9 T/O 12275 1398 160
Galvanized mild steel end strip bolted to Timber nogging
147
NOTES
65
Aggregate layer 130
TO COMPLY WITH SANS 10400
250 micron dpc with 75mm side and end laps
W5
Torch on fusion waterproofing with 100mm side and end laps
screed sloped to outlet 60x40x3 Galvanized mild Rectangular hollow section frame bolted to timber studs,painted
256 249
42
Treated plywood window sill cut to architects specification
dpc
32mm Particle board screwed to SA pine joist
490
158
20mm diameter galvanized steel bar welded to rectangular section, spaced at 100 c/c
100mm expanded polystyrene board
ALL MATERIALS AND CONSTRUCTION MUST COMPLY WITH THE NATIONAL BUILDING REGULATIONS (ACT NO 103 OF 1977) INCLUDING ALL AMENDMENTS AS WELL AS THE BYLAWS OF THE LOCAL AUTHORITIES. ALL LEVELS, DIMENSIONS AND STEPS ARE TO BE CHECKED AND VERIFIED ON SITE BEFORE COMMENCING WITH ANY WORK. ANY INDISTINCTNESS OR INDIFFERENCES MUST IMMEDIATELY BE POINTED OUT TO THE ARCHITECT FOR RECTIFICATION OR EXPLANATION BEFORE ANY CONSTRUCTION CAN COMMENCE..
38
5°
DRAWINGS ARE NOT TO BE SCALED
50mm mineral fibre insulation blanket
DRAINAGE:
21mm treated plywood fixed to particle board with metal panel clips
50x150 SA pine joist 144x 38 SA pine nogging
530
228
ALL ELECTRICAL AND PLUMBING WORK IS TO BE CARRIED OUT BY A REGISTERED TRADESMAN. PROVIDE DPC TO WALL AT SLAB LEVEL, UNDER ALL CILLS AND TO ALL CHANGES IN FLOOR LEVELS REFER TO SECTIONS.
110mm diameter UPVC discharge stack pipe.
330
GENERAL:
38x 144mm SA pine nogging
TO COMPLY WITH SANS 10400-P PROVIDE I.E.'S TO ALL BENDS AND JUNCTIONS WITH SUITABLE MARKERS AT GROUND LEVEL.
9mm particle board screwed to timber frame 12mm Treated plywood panel fixed to particle board with metal panel clips
50 mineral fibre insulation Silicone Sealant
No C D E
Description Annotation,dimensions and details Sealant Roof assembly
228
9mm particle board screwed to SA pine 38x114 SA pine stud @400 c/c 250micron dpc with 75mm side and end laps
Issued by
19/11/2020 R. Symons 24/11/2020 R.Symons
PROPERTY
60
144
136
21
ERF R/196
110mm diameter UPVC Single Socket Access 90° Bend
2
Section B - Callout 2 1 : 10
PROJECT
Tram and Bronkhorst Development
75 mm screed, floated. 114x 38 SA pine timber bottom rail bolted to slab
38
228
330
wc
Date
19/11/2020 R. Symons
100
330
38x 38mm SA pine frame member
38
1142
228
38
38x 192 SA pine Lintel
dpm Silicone Sealant
Semi-basement 1385 8800
110mm diameter UPVC soil pipe
TITLE
Section B Callout details
CLIENT
R. SYMONS DRAWN BY
PROJECT NUMBER
R. Symons STUDENT NUMBER
ONT300P2
18098292 DATE
27/10/2020
1
Section B - Callout 1 1 : 10
SCALE (@ A3)
1 : 10 DRAWING NUMBER
P210
REV
10-E13
200x200x400mm Prefab Galvanized mild steel planter bolted to plywood member @1000mmc/c, painted
330x 4860 x 50mm treated plywood Louver member bolted to stirrup post anchor , members @550mm c/c . Stainless steel fitting clips bolted to planter
450X 800x 2mm Galvanized steel square punched mesh fixed to planter box with metal clips, painted
330x 300x 50mm hot dip galvanised mild steel stirrup post anchor cast in place, painted 362mm Composite wall with 150mm concrete infill, outer Facebrick leaf with wire ties laid every 5 course
2
Section 1 - Callout 1- Louver detail 1 : 10
240 x 50mm treated plywood Louver member bolted to wall @ 500 c/c . Ø13.5 pre-drilled holes @500c/c Ø13.5 pre-routed groove, ends to be sealed
312 x 50mm treated plywood Louver member fixed to horizontal plywood member at 1000 c/c.
14mm galvinized mld steel treaded bar cheiclly anchored to concrete slab at 500c/c
1
Sectin 1- Callout 2- Louver assembly