PRISCILLIA BOKOKO
TECHNICAL
PORTFOLIO
Community Centre for the experience and exchange of Congolese culture in Yeoville
2
2020
SECTION A-A_SCALE 1:100
3
TECHNICAL SYSTEMS
1. TWO COATS BITUMINOUS ALUMINIUM PAINT FINISH ON ONE LAYER DERBIGUM SP4 WATERPROOFING MEMBRANE ON MIN. 30mm “POLITERM BLU” THERMAL INSULATING SCREED WITH 45° FILLET ON ENDS LAID @ MIN. 1:80 FALLS AND CROSS-FALLS TO FULL BORE OUTLETS ON 300mm RC STORM-WATER CHANNEL TO ENG. DETAIL 2. KLIP-LOK 700 ® ROOF SHEETING FIXED WITH NO.10 - 16 x 16mm LONG SELF-DRILLING WAFER HEAD PH2 SCREWS ON 75 x 50mm GALVANISED STEEL LIPPED ‘Z’ SECTION PURLIN @ 950mm C/C ON REFLECTIVE FOIL LAMINATE ON 250mm POLYISOCYANURATE (PIR) INSULATED ROOF PANEL FIXED TO (PIR) INSULATED WALL PANELS ON EACH END 3. 12mm FLUSH-PLASTERED AND PAINTED CEILING ON 6.4mm GYPSUM PLASTERBOARD FIXED TO 38 x 38mm S.A.P BRANDERING @ MIN. 600mm C/C FIXED TO 228 x 50mm S.A.P WALL-HUNG CEILING JOISTS 4. 90 DEGREES 50 x 228 x 2mm STEEL TRUSS HANGER 5. 500 x 600mm RC RING BEAM TO ENG. DETAIL 6. KLIP-LOK ROOF SHEETING FIXED WITH NO.10 - 16 x 16mm LONG SELF-DRILLING WAFER HEAD PH2 SCREWS ON 75 x 50mm GALVANISED STEEL LIPPED ‘Z’ SECTION PURLIN ON REFLECTIVE FOIL LAMINATE ON 250mm POLYISOCYANURATE (PIR) INSULATED WALL PANEL 7. 230mm STOCK BRICK WALL PLASTERED ON BOTH SIDES 8. NUTRIENT FILM TECHNIQUE HYDROPONIC FARMING SYSTEM 8a. Ø100mm PVC PLANTING STEPS 8b. 380 x 450mm WATER PUMP 9a. ALUMINIUM PLATE BOX WINDOW TRIM WITH A 130mm PROTRUSION FIXED TO UNDERSIDE OF RC RING BEAM AND UNDERSIDE OF CUSTOM PRE-CAST WINDOW SILL 9b. ALUMINIUM BENT PROFILE WINDOW SILL SCREWED TO CUSTOM PRECAST CONCRETE SILL ON DPC. 9c. 290mm FACE-BRICK VENEER CAVITY WALL WITH 30mm RIGID INSULATION WITH GALVANISED BUTTERFLY WALL TIES & BRICK-FORCE AT EVERY 4 COURSES TO ENG. DETAIL. BRICK VENEER SUPPORTED ON 120 x 120 x 8mm STEEL EQUAL SHELF ANGLE. BRICKS PLACED 40mm AWAY FROM RC STRUCTURAL FRAME 10. DOUBLE WALL CAVITY STORAGE SPACE 11. 750 x 455mm WOODEN PLANTER ON STEEL STAND FIXED TO STEEL CHANNELS FIXED TO SLAB EDGE WITH PEIKKO® STEEL THERMALLY INSULATED BALCONY CONNECTOR TO MANUFACTURER’S SPECIFICATION AND DETAIL 12. PLANTER DRAIN CONNECTED TO 10 x 75mm GALVANISED STEEL SQUARE DOWN-PIPE 13. 290mm FACE BRICK CAVITY WALL WITH 30mm RIGID INSULATION WITH GALVANISED BUTTERFLY WALL TIES & BRICKFORCE AT EVERY 4 COURSES TO ENG. DETAIL. 14. 500 x 500mm OUTDOOR CERAMIC TILES ON ONE LAYER DERBIGUM CG4/CG3 WATERPROOFING MEMBRANE PLACED IN BETWEEN CEMENT SCREED & TILE MORTAR BED WITH MINIMUM THICKNESS OF 45mm. 15. STEEL TRELLIS MESH WELDED TO STEEL C-CHANNEL OF RAISED PLANTING BED 16. MIN 45mm CEMENT SCREED LAID TO MIN. 1:80 FALL TO STAINLESS STEEL LINEAR DRAINAGE CHANNEL TO Ø100mm PVC DRAINAGE PIPE ENCASED IN 500 x 500mm RC COLUMN TO PLANTER BELOW 17. 330mm FACE-BRICK CAVITY WALL WITH 110mm WEAK CONCRETE INFILL TO ENG. DETAIL. 18. CERAMIC TILES ON MIN. 40mm SCREED ON 255mm RC SLAB 19. 203 x 133mm STEEL I-BEAM INTERMEDIATE SUPPORT FOR GLASS BLOCK FLOOR 20. 500 x 500mm RC COLUMN 21. 140mm DRYWALL MARKET STALL PARTITIONS 22. DIMPLED DRAINAGE MEMBRANE ON TORCH-ON WATERPROOFING MEMBRANE ON BITUMINOUS WATERPROOFING MEMBRANE ON ELASTOMERIC – WASHED 400mm RC RETAINING WALL TO ENG. DETAIL 23. CERAMIC FLOOR TILES ON MIN. 40mm CEMENT SCREED ON 170mm RC RAFT FOUNDATION TO ENG. DETAIL ON DPM ON CONTINUOUS BITUMINOUS WATERPROOFING MEMBRANE ON 80mm SAND-BINDING LAYER ON WELL-RAMMED HARDCORE 24. 870mm RC RAFT FOUNDATION EDGE BEAM TO ENG. DETAIL 25. WASHED DRAINAGE FILL AROUND Ø100mm AGRICULTURAL DRAIN WRAPPED IN BIDEM CLOTH, TOPPED WITH GEO-TEXTILE DRAINAGE FABRIC TO PREVENT FINER MATERIAL FROM SETTLING IN THE DRAINAGE LAYER 26. 1:12 REINFORCED CONCRETE DISABLED ACCESS RAMP TO ENG. DETAIL ON CONTINUOUS BITUMINOUS WATERPROOFING MEMBRANE ON SAND-BINDING LAYER ON WELL-RAMMED HARDCORE
Perimeter Section 4
DETAILS
Detail 1: SIP wall panel to storm-water channel connection detail 5
DETAILS
Detail 2: SIP roof panel to wall panel connection detail 6
DETAILS
Detail 3: SIP wall panel to ring beam connection detail 7
African Union Embassy in Braamfontein
8
2019
700
Custom made precast concrete coping with drip groove laid onto 'Derbigum' acrylic torch-on counter flashing / cementitious bandage or any other approved SABS product to be installed by approved contractor with at least 10 year guarantee (to overlap torch-on waterproofing on parapet wall) 400 x 2515mm RC Upstand Beam to engineer's detail
Corobrik Firelight Travertine FBS Face Brick Standard Facade
120x120x8mm steel angle bolted on to RC Upstand Beam. All to Structural Engineer's specification and detail.
100x100x10mm mild steel I-beam section
125
180
400
890
300
250
Corobrik Firelight Travertine FBS Face Brick Standard Facade
60
110
170
Intensive trafficable green roof: Grass & plant cover on 250mm extensive single-course substrate, on 300mm mineral subsoil substrate, on bidem cloth, on gravel, on ziplock drainage mat, on protection course, on roof seal, on 10mm High Density Polystrene thermal insulation, on 'Derbigum' torcheon waterproofing, on structural screed laid @ min 1:80 fall to cast iron full bore outlet, on 525mm RC slab
525
100
45° screed fillet with torch-on waterproofing on top
425
Cast Iron Full bore outlet
Ø100mm HDP Raimwater downpipe running through the slab and down the column
2050
525mm RC waffle slab
20mm polyethylene filler (expansion joint)
1000
HVAC pipes and other services to run within suspended ceiling void
230mm load-bearing wall
Ø100mm HDP Raimwater downpipe running through the slab and down the column
120x100x8mm mild steel shelf angle bolted to the wall
10 230
645
100x100x10mm mild steel I-beam section 100x100x10mm stainless steel T-section bolted to steel I-beam section
38x38 SAP battens fixed to underside of steel shelf angle and fixed to top of steel T-section
6mm gypsum ceiling board screwed to 38x38mm SAP battens
RC lintol
DETAIL 1 SCALE 1:5
Detail section of Rooftop Garden
Aluminium framed glazing system. All fixing brackets as per manufacturer's details
8mm Glass window with aluminum framing finished with natural anoxidation
9
10130
Custom made precast concrete coping with drip groove laid onto 'Derbigum' acrylic torch-on counter flashing / cementitous bandage or any other approved SABS product on RC Upstand beam
1665 x 400mm RC USB
1330
1240
Cast iron full bore outlet Ø 19/25mm crushed stone on derbigum torch-on waterproofing or any other similar SABS approved product applied by approved specialist with at least 10 year guarantee on 30mm EPS rigid insulation on vapour control membrane on screed laid to minimum 1:80 fall to cast iron full bore outlet on 525mm RC Waffle Roof Slab to engineer's detail
+52.700 m T.O.C Roof Slab 525
10mm safety toughened single glazed curtain wall supported by 80x200x80mm aluminum mullions to facade eng. detail
200mmx80mm aluminum mullion supported by 200x100mm aluminum beam to engineers detail 1570
50mm Aerolite Think Pink Insulation on suspended ceiling
50 x 50 x 10mm steel shadowline cornice
200mmx100mm dark black anodized aluminum beam or any alternative to support mullions all to facade engineers details with end cap to conceal junction between mullion and beam
HVAC pipes and other services to run within suspended ceiling void Gyproc Celotex Fine Fissured mineral fibre ceiling tiles, size 1195x5950x15mm thick Donn® T38FR ceiling grid consisting of Donn® T38FR main tees and Donn® QRC T32V cross tees, all suspended with 19mm strap galvanised suspension hangers at hanger centres not exceeding 1200mm.
MULTI-PURPOSE HALL WOODEN FLOOR TILES FFL: +10 240
6675
6625
110mm facebrick breathable skin
65x120mm aluminium sliding door top rail frame
12mm MDF Leeyin® grooved sound absorbing panels fixed to 38mm SAP timber batten subframe fixed to 340mm cavity wall
DETAIL 3 3700
5800
45mm Isowall Wall Insulation Cavity
RECORDING STUDIO E CARPETS FFL:
+46 390
65x120mm aluminium sliding door bottom rail frame
Corrugated roof sheeting fixed with 'clearfix' screws to steel bracket fixed on 340mm cavity wall
400x400x10mm Terrazzo tiles on one layer Derbigum CG4/CG3 waterproofing on screed laid to min 1:80 fall to Ø50mm PVC pipe weep hole placed in brick upstand
Ø50mm PVC weep hole placed in brick to drain balcony
+15.240 m Carpet on 40mm screed
525
T.O.C Second Floor
DPC laid on top of mortar fillet to fall to cavity weep hole 110mm brick screen on 8mm steel shelf angle fixed to 525mm RC waffle slab to engineer's detail
525mm RC waffle slab 685
+46.425 m
525
T.O.C Seventh Floor
6mm gypsum ceiling board fixed to 38 x 38mm SA Pine brandering fixed to 152 x 50mm SAP timber joist
Exposed slab and services
50 x 50 x 10mm steel shadowline cornice
4475
Gyproc Celotex Fine Fissured mineral fibre ceiling tiles, size 1195x5950x15mm thick Donn® T38FR ceiling grid consisting of Donn® T38FR main tees and Donn® QRC T32V cross tees, all suspended with 19mm strap galvanised suspension hangers at hanger centres not exceeding 1200mm.
LIBRARY
4415
HVAC pipes and other services to run within suspended ceiling void
CARPET FFL: +10 240
Frameless glass pop-out window box
3145
1000
50mm Aerolite Think Pink Insulation on suspended ceiling
12mm toughened glass Steel angle balustrade with 3.2mm High quality marine grade stainless steel wire tightened with an M5x3.2mm jaw&jaw bottle screw
12mm MDF Leeyin® grooved sound absorbing panels fixed to 38mm SAP timber batten subframe fixed to 340mm cavity wall
595
300mm RC slab on 950x300mm RC upstand beam
CARPET 4460
1450
1080
RECORDING STUDIO B FFL:
Window seat
DETAIL 4
45mm Isowall Wall Insulation Cavity
+40 440
Storage cupboard
+10.240 m
525
50
T.O.C First Floor Corrugated roof sheeting fixed with 'clearfix' screws to steel bracket fixed on 340mm cavity wall
Off shutter 525mm RC waffle slab with chamfered edges and 40mm Drip Grove to Engineer's Detail
DPC laid on top of mortar fillet to fall to cavity weep hole
+40.445 m T.O.C Sixth Floor
1000
525mm RC waffle slab
5143
1000 x 1750mm RC beam
Ø50mm drip in RC Slab
1000x800mm RC beam
165x50mm dark black anodized aluminum beam or any alternative to support mullions all to facade eng. details with end cap to conceal junction between mullion and beam
Ø800mm slanted RC Column
7825
Curtain wall
EXHIBITION
CERAMIC FLOOR TILES FFL: +1 840
11230
280
800
VEGETATION FFL: +28 440
DETAIL 1
Intensive trafficable green roof: Grass & plant cover on 250mm extensive single-course substrate, on 300mm mineral subsoil substrate, on bidem cloth, on gravel, on ziplock drainage mat, on protection course, on roof seal, on 10mm thermal insulation, on 'Derbigum' torcheon waterproofing, on screed laid @ min 1:80 fall to cast iron full bore outlet on 525mm RC slab
40°
Custom precast concrete coping on mortar bed on 230x935mm non-structural masonry wall on 525mm RC waffle slab
Custom made precast concrete coping with drip groove laid onto 'Derbigum' acrylic torch-on counter flashing / cementitous bandage or any other approved SABS product on RC Upstand beam
Ø800mm slanted RC Column
3630mm high TURNSTAR Curved Glass turnstile / automatic revolving door to manufacturer's specifications 300x300x14mm Terrazzo tiles on one layer Derbigum CG4/CG3 waterproofing on min 40mm screed laid to min 1:80 fall on 385mm RC Slab to eng. detail
+1.840 m
20mm concrete pavers on Compacted Earth fill in 150mm layers
T.O.C Ground Floor 385
Cast iron full bore outlet
2350
ROOF GARDEN
1007
1000
45° screed fillet with torch-on waterproofing to engineer's detail
2515x400mm RC upstand beam 555mm RC slab
+28.440 m 800x1000mm RC transfer beam
T.O.C Fourth Floor
Ø100mm HDP Raimwater downpipe running through the slab and down the column
900
3940
900
5030
20mm Polyethylene filler (Expansion joint)
400
Tanked Excavation Basement detail shown
1525
BASEMENT PARKING SCREED FFL:
-1 560
2840
3285
Facebrick slanted wall HVAC pipes and other services to run within suspended ceiling void
Ø500mm piles seen in elevation with gunnite spray over it Derbigum Torch-on waterproofing with at least 10 year guarantee or any other similar SABS approved product 450 x 900mm RC Column 40mm protective screed on 255mm RC structural floor on DPM laid on top of 100mm concrete base on top of 150mm binding layer on top of 150mm gravel laid to fall to Ø110mm agricultural drain wrapped in bidem cloth
Glass window with aluminum framing finished with natural anoxidation
LANGUAGE LEARNING CENTRE
T.O.C Basement
255
2195
-2.000 m Facebrick Facade sitting on 100x100x10mm mild steel I-beam section bolted to concrete slab and concrete upstand beam
630
3195
3245
CARPET FFL: +23 440
400
60x160mm aluminium window frame on steel window sill laid on top of DPC
SW Channel
RC DSB to eng. detail Pile Cap to eng. detal
Gravel backfill to engineers detail
Custom precast concrete window sill 15mm porcelain tile internal sill 800
Ø110mm agricultural drain pipe
230mm masonry wall 995
Bidem cloth wrapped around agricultural drain
1mm self-levelling epoxy on primer on 45mm concrete screed on 255mm RC slab to eng. spec.
+23.440 m T.O.C Third Floor
Bidem cloth put down to engineer's spec.
Pile to eng. detail
525
DETAIL 2 525mm RC waffle slab
PERIMETER SECTION SCALE 1:25
1000
450mm 10mm safety toughened glass spandrel panel supported by 200mmx55mm aluminum mullions all to facade engineers detail
HVAC pipes and other services to run within suspended ceiling void
10
Mineral Wool 70mm high density thermal and sound insulation to manufacturers specification 55mmx75mm wide aluminum shadow line cornice fixed to aluminum mullion
Perimeter Section
Ø 100mm HDP RWDP encased in 800 x 800mm RC column to drain to street
Ø 100mm HDP RWDP encased in 800 x 800mm RC column to drain to street
Ø 50mm overflow outlets placed 20mm above F.F.L of Flat Roof
f.b.o
f.b.o
f.b.o
f.b.o
Full bore outlet
Ø 50mm overflow outlets placed 20mm above F.F.L of Flat Roof
KEY: f.b.o = Fullbore Outlet
Fall Grass
Ø 50mm overflow outlets placed 20mm above F.F.L of Flat Roof
Ø 100mm HDP RWDP encased in 800 x 800mm RC column to drain to street
Slanted Columns above Ø 100mm HDP RWDP encased in 800 x 800mm RC column to drain to street
230 x 850mm brick wall dividing green roof containers
Container 3
Container 4
f.b.o
Container 5
Container 6 f.b.o
Ø 50mm overflow outlets placed 20mm above F.F.L of Flat Roof
ROOF A INTENSIVE GREEN ROOF
Ø 50mm overflow outlets placed 20mm above F.F.L of Flat Roof
1360mm high RC parapet wall with precast cooping with drip groove laid on to of acrylic flashing or any other similar SABS approved product
Container 2
Timber decking
ADDITIONAL NOTES:
Area of Ø 100mm RWDP: = π(r)² = π(5 cm)² = 78.55 Therefore, Ø 100mm RWDP can take 78.55 m² of the roof area. Roof A:
Total Area = 632 m² Area of Timber Decking = 245 m² Area of Green Roof = 366 m²
f.b.o
Number of RWDP's: Ø 100mm HDP RWDP encased in 800 x 800mm RC column to drain to street
Container 1
Container 7
1:12 RAMP 2 1 T: 400 mm R: 170 mm
·
Timber Decking: 245 m² / 78.55 m² = 3.11 RWDP's Therefore, 3-off RWDP's & 2-off overflow pipes required.
·
Grass: 366 m² / 78.55 m² = 4.6 RWDP's Therefore, 5-off RWDP's & 4-off overflow pipes required.
·
Total Area: 632 m² / 78.55 m² = 8.04 RWDP's Therefore, 8-off RWDP's & 7-off overflow pipes required.
ROOF PLAN SCALE 1:20
Rooftop Garden Plan 11
Plant Control Room at the Coal Mine Infrastructure in Belfast
2018
PROJECT DESCRIPTION
Client: EXXARO Work for NPN Architects I was involved in updating working drawings for development of some of the buildings on a coal mine in Belfast, Mpumalanga.
3D Views 12
3
4
6
C
NBC-ARP-AR-0174
7
8
9
B
NBC-ARP-AR-0174
10
A
11
12
A
C
NBC-ARP-AR-0174
NBC-ARP-AR-0174
13
230
3985
230
3510
UPS/ SERVER ROOM
110
STAIR CASE TO D7 ENGINEER DETAILS D18 AND SPECIFICATIONS SEE ENGINEER DRAWINGS
1
STAIR
D6 D14
FIRST FLOOR WC WC WHB
W2 W16
ROOF LINE W5 W20
SUGGESTED LIGHTWEIGHT FILL WITH MOCK CONCRETE SLAB FOR TILING
W2 W19
W3 W13
1821 220
900 220
110 110 3005
3650
230
2230
230
220
220
220 10540
230 1100
HANDRAIL TO DETAIL
UP
1m HIGH STEEL BALUSTRADE
900
B NBC-ARP-AR-0174
170mm HIGH 220mm WALL TO SUPPORT GLASS PANE
3230 230 985
10990
7910
1
GLASS PANEL FLOOR TO CEILING (SEE DHK)
2230
230 300 900
UP
FACEBRICK A: AGATE TRAVERTINE
2520
1400 110 5555
5555
2
STAIR CASE TO ENGINEER DETAILS AND SPECIFICATIONS SEE ENGINEER DRAWINGS
FACEBRICK COLOUR LEGEND:
1m HIGH STEEL BALUSTRADE
300
FACEBRICK B: ROAN TRAVERTINE
D9 D10
17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
STOCK BRICK FOR PLASTER
4656
340
UR
220
220
220 110 1400
220
220 10660
3705
1735
NBC-ARP-AR-0181
WALLS TO U/S ROOF SHEETING. ENSURE TRUSSES DO NOT ALIGN. ANY CABLE PENETRATION TO BE FIRE STOPPED
230
230
01
FACEBRICK
FOR ACCESS FLOOR PARAPET AND STAIR DETAILS REFER TO SHEET 0174
1m HIGH STEEL BALUSTRADE
SF3 D11
3365
230 900 110
NBC-ARP-AR-0174
RWDP
2660
230
NBC-ARP-AR-0174
1500
UP
LANDING
110 1172 220
SF3 D02
2230
B
CONTROL ROOM
340
110 1172 110 1172 220
13560
220
14000
2
FIRST FLOOR TOC
CHROMADEK METAL ROOF SHEETING, 22.5° ROOF PITCH. STRUCTURE TO ENGINEER AND/OR MANUFACTURERS DETAILS AND SPECS. TIMBER TRUSS DESIGN DETAILS & SPECIFICATIONS BY ROOF SPECIALIST
1
10880
C NBC-ARP-AR-0174
A
SCALE 1 : 100
WALLPLATE 6120
A NBC-ARP-AR-0174
CHROMADEK METAL ROOF SHEETING, 22.5° ROOF PITCH. STRUCTURE TO ENGINEER AND/OR MANUFACTURERS DETAILS AND SPECS. TIMBER TRUSS DESIGN DETAILS & SPECIFICATIONS BY ROOF SPECIALIST
B
WALLPLATE 6120
W1a W01
3230
TOC 0
B
EAST ELEVATION IT B X O B
R ALO SYTEM EPR N AM SEC TO V EIN 1:60FW C N O FH 10Ø N E H C IT K
8 7
6 5 A
4 C
3
1
2
B D
0 1
E 9
F G
H
2
3 A
4
5 B C D
9
E 2 1
6
C
B
A
4
8
A
5
PLANT CONTROL ROOM
H F
.
. R
7
WINDOW REMOVED TO ACCOMODATE SPACE FOR TV SCREEN
B
6120
3
A
2
2
B
E
1
1
M
D
G
F
E
H J
O
N
L
K
H F
5
6 7
R
8 9
1
re
C 0 1
I R T H F
2
H F
R
A
E
4
B
C
F
G
H F
R
B
1 1
2 1
3
3 1
2
D
A
WINDOW REPOSITIONED
04
1m HIGH STEEL BALUSTRADE
B D
W3 W10
SF3 D01
W3 W09
W3 W08
3230
2100
B D F R .H
X O X B O D B B IT
1
2100
H R F
R
C
2100
IT
R H B F D
H F
B D R
B
6120
/C A
D
R
H F
A
3230
5
4
B D
IT
H F
/C A
2100
A
H D F R B 3
C
F
ER KSP EA C
R F H
TOC 0
D E
S A P M D N
W1a W07
GUTTER TO PREVENT DISCHARGE OF RAIN WATER ABOVE ENTRANCE ONLY
H E U P T A
BOE WINDOW SILL
SEW TO D RAP
W3 W18
BOE LINTOL
TOC 0
B C
P IT H C
K
A
M
FIRST FLOOR TOC 3230
B
H
G
1
ESITG R O FH B/12Y76543 D AC PIAS PEN H ELTC .TR O C SM D VH C ETN R AD
1
04
T/O RAISED ACCESS FLOOR 3400
2
A
C D 3 2
H T P I
TELPI G W
2
STEEL STAIRCASE TO ENGINEER
5
4
150m m IA.S D
4 3
SF3 D11
T/O RAISED ACCESS FLOOR 3400
A B
6
L O E T P OC T OS T D E A C
NO GUTTER TO FIRST FLOOR 100mm OVP
1m HIGH STEEL BALUSTRADE
1 4 3 2 1 7
C R S E
E T O P OS T D E T A C L O
WALLPLATE 6120
NO GUTTER TO FIRST FLOOR
110mm PVC OVP
W6 W21
CHROMADEK METAL ROOF SHEETING, 22.5° ROOF PITCH. STRUCTURE TO ENGINEER AND/OR MANUFACTURERS DETAILS AND SPECS. TIMBER TRUSS DESIGN DETAILS & SPECIFICATIONS BY ROOF SPECIALIST
E G K N Y R T O R K N E G A X O B .R T lW A D
WALLPLATE 6120
A C R S E
J
1800
B
T S .R D H F /C IA B 0 5 3 U L O
CHROMADEK METAL ROOF SHEETING, 22.5° ROOF PITCH. STRUCTURE TO ENGINEER AND/OR MANUFACTURERS DETAILS AND SPECS. TIMBER TRUSS DESIGN DETAILS & SPECIFICATIONS BY ROOF SPECIALIST
2
7060
3
1
2026
1
SCALE 1 : 100
2
SCALE 1 : 100
2890
2100
RWDP TO PROVIDE DISCHARGE OF RAIN WATER ONTO APRON SLAB ABOVE ENTRANCE ONLY
NORTH ELEVATION
FIRST FLOOR TOC 3230
GUTTER TO PREVENT DISCHARGE OF RAIN WATER ABOVE ENTRANCE ONLY
NGL
RWDP
H
SF3 D02
2890
NGL
W3 W06
2100
TOC 0
2100
2100
3230
?
2100
W2 W02
T/O RAISED ACCESS FLOOR 3400
W2 W19
590
W2 W03
W3 W13
W5 W20
1700
W2 W04
BRICK ON EDGE WINDOW SILL
2100
W2 W05
2890
FIRST FLOOR TOC 3230 6120
6120
G
T/O RAISED ACCESS FLOOR 3400
W2 W16
170
FIRST FLOOR TOC 3230
2100
2890
NO GUTTER TO FIRST FLOOR 1m HIGH STEEL BALUSTRADE
B D
SCALE 1 : 100
C NBC-ARP-AR-0174
3
GROUND FLOOR PLAN F
A NBC-ARP-AR-0174
B D
220
MALE
WHB WHB
1m HIGH STEEL BALUSTRADE
ROOF LINE LINE OVER
A D
3530
W2 W05
1. ALL LEVELS, HEIGHTS, DEPTHS AND DIMENSIONS TO BE CHECKED BY CONTRACTOR ON SITE BEFORE BUILDING. 2. ALL WORK TO BE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL BUILDING REGULATIONS. 3. ALL BUILDING MATERIALS AND COMPONENTS TO BE TREATED IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS. 4. FIGURED DIMENSIONS TO BE READ IN PREFERENCE TO SCALING. ELECTRICAL: ALL ELECTRICAL WORK TO BE CARRIED OUT BY A REGISTERED ELECTRICIAN. VENTILATION AND LIGHT: TO MECHANICAL AND ELECTRICAL ENG'S DETAIL TO COMPLY WITH NHBR'S. DRAINAGE NOTES: 1. WASTE FITTINGS TO HAVE RESEAL TRAPS. 2. WASTE PIPES TO BE FULLY ACCESSIBLE FOR SERVICING 3. SEWER PIPES TO HAVE IE'S AT ALL BENDS AND JUNCTIONS WITH MARKED COVERS AT GROUND LEVEL. 4. NO BENDS OR JUNCTIONS ALLOWED UNDER FLOORS OR FOUNDATIONS. 5. SEWER PIPES AND WASTE PIPES TO HAVE VENTILATION VALVES. 6. OVP'S TO BE Ø100mm PVC - OVP TOP COVER TO BE AIRVENT COWEL AS PER MARLEY OR SIMILAR APPROVED 7. ASVP'S TO BE Ø50mm PVC 8. SOIL PIPES TO BE Ø100mm PVC @ 1:60 MIN. FALL 9. WASH HAND BASIN PIPES TO BE Ø40mm 10. SINK DRAIN PIPES TO BE Ø40mm 11. ALL DRAINAGE TO COMPLY WITH PART P OF THE NATIONAL BUILDING REGULATIONS. 12. ALL DRAINAGE TO BE IN STRICT ACCORDANCE WITH THE LOCAL AUTHORITY'S BY-LAWS. 13. WHERE DRAINS RUN THROUGH WALL BRICK WORK TO BE BRIDGED WITH R.C. LINTOL/BEAM TO SATISFACTION OF LOCAL AUTHORITY FOUNDATIONS: SANS 10400 PART H ALL FOUNDATIONS AND SURFACE BEDS TO STRUCTURAL ENGINEER'S DETAILS. 250 MICRON USB GREEN UNDERLAY ON WELL COMPACTED AND POISONED FILL TO ENG'S DETAIL. DPC TO ALL WALLS WITH MIN. 100mm OVERLAPS AT ALL JUNCTIONS. INSTALL BRICKGRIP DPC TO ALL WINDOW CILLS. GUNDLE 250 MICRON DAMP PROOF MEMBRANE CARRIED UP A MIN OF 2No. BRICK COURSES ABOVE G.L. TO FORM DPC'S TO PROTECT ALL WALLS. BRICKWORK: SANS 10400 PART K - BRICKS TO BE LAID IN STRETCHER BOND WITH JOINTS NOT EXCEEDING 12mm. BRICK REINFORCING: BRICKFORCE STEEL WIRE REINFORCING TO BE INSTALLED IN EVERY COURSE OF FOUNDATION BRICKWORK FOR MIN 5 COURSES AND EVERY 3RD COURSE THEREAFTER. BRICKFORCE TO BE INSTALLED IN EVERY COURSE BELOW GROUND SLAB WHERE BRICK WALL IS 110mm. BRICKFORCE REQUIRED OVER LINTOLS. WALLS: EXTERNAL WALLS - 220mm SOLID WALLS UNLESS SHOWN OTHERWISE. INTERNAL WALLS - 110mm AND 220mm SOLID WALLS. WALLS TO UNDERSIDE OF ROOF STRUCTURE UNLESS SHOWN OTHERWISE. EXTERNAL WALLS TO HAVE STEPPED DPC'S AT FLOOR LEVEL AND AROUND ALL OPENINGS. EXTERNAL WALLS TO BE FACEBRICK AS SHOWN ON ELEVATIONS AND ALL RELEVANT DRAWINGS. PLASTER WORK: ALL INTERNAL PLASTERWORK TO BE ONE COAT CEMENT PLASTER (1:5) STEEL TROWELED SMOOTH AND ONE COAT RHINOLIGHT FINISHING PLASTER ON BRICKWORK GLAZING: GLAZING TO COMPLY WITH SANS 10400 PART N. ALL GLAZING TO BE CLEAR UNLESS OTHERWISE SPECIFIED IN ARCHITECT'S DETAILS & SCHEDULES. INSULATION: 135mm THICK THINK PINK TO SPECIALIST DETAILS & SPECIFICATION AS PER SANS 204 ROOF: 0.8mm CHROMADEK ROOF SHEETING,IBR PROFILE (686/690 PROFILE TBC) ROOF PITCH AS PER ROOF PLAN. STRUCTURE TO ENGINEER AND/OR MANUFACTURERS DETAILS AND SPECS. CHROMADEK FINISH: CHARCOAL GREY C2S FASCIA: BATTLESHIP GREY CHROMADEK GUTTERS AND DOWN PIPES: CHARCOAL GREY C2S WATERPROOFING: FOR ROOF PENETRATION DETAIL & SPECS TO ROOF SPECIALIST AS PER STANDARD CHROMADEK WATERPROOFING DETAILS PAINT: FOR ALL PAINT SPECIFICATIONS SEE SEPARATE PAINT FINISHES DOCUMENT GENERAL: ALL MATERIALS & UNCERTAINTIES REGARDING WORK TO BE CHECKED BEFOREHAND WITH ARCHITECT. ALL MEASUREMENTS & HEIGHTS TO BE CHECKED ON SITE PRIOR TO COMMENCEMENT OF ANY BUILDING WORK. BALUSTRADE TO BE 1000mm HIGH WITH MAX 100mm OPENINGS.
BRICK HATCH LEGEND:
D2 D15
220
W5 W20
STEEL T-SECTION TO ALLOW FOR BRICK ON EDGE LINTOL TO ENGINEER DETAILS AND SPECS 340
D6 D06
220
W3 W06
D6 D07
B
04
KITCHENETTE FF
W6 W21
220
ENTRANCE
W2 W04
WC
340
STAIR
UP
E
SHR-01 D16
D7 D08
1190
1665
3530
LANDING
SHR
3510
4355
INSTRUMENT STORE
W2 W03
WC
D7 D04
STAIR CASE TO ENGINEER'S DETAILS AND SPECIFICATIONS SEE ENGINEER DRAWINGS
D1 D12
STAIR CASE TO ENGINEER'S DETAILS AND SPECIFICATIONS SEE ENGINEER DRAWINGS
D6 D05
WHB
475
FHR
17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
D6 D09
FEMALE
475
NBC-ARP-AR-0174
W2 W02
WC
SHR-01 D17
D8 D03
04 6955
W1a W01
SHR
W1a W07
220
220
1995
450
1500
110
110
110
4565
ENGINEERING ROOM
900
1995 900
11100
230
3715
230
DB FIRST FLOOR
2445
4215
230
1000
2745
230
3510
1000
230
1
1545
3650
220
W18
220
PLAZA
110
11100
SF3 D01
220
13000
- FINISHED FLOOR LEVEL - NATURAL GROUND LEVEL - TOP OF BRICK WORK - TOP OF CONCRETE - DAMP PROOF COURSE - OPEN VENT PIPE - RAIN WATER DOWN PIPE - RODDING EYE - DISTRIBUTION BOARD - INFORMATION TECHNOLOGY
WINDOW REMOVED TO ACCOMODATE SPACE FOR TV SCREEN W3
220
340
340
110 1400
220
D 220
1.5m CONCRETE APRON TO ENGINEER DETAILS AND SPECIFICATIONS SEE ENGINEER DRAWINGS
W3 W10
W3 W09
13560
110 220 450
450
3530
D2 D13
B
10540
10880
2665
220
220
3530
DB GROUND W3 FLOOR W08
2
220
220
2165
10445
110 220 450 1020
C
2895
10880
220
1
14000
10665
11100
220
16
GENERAL NOTES:
FFL NGL TO BWK TOC DPC OVP RWDP RE DB IT
13780
14000
15
ABBREVIATIONS:
B
13780
A
14
B
A
B
5
A
C
2
D
1
BOE WINDOW SILL
KEY PLAN SOUTH ELEVATION
L
SCALE1 : 15000
WEST ELEVATION
SCALE 1 : 100
SCALE 1 : 100
FLOOR
GROUND & FIRST FLOOR
NBC-ARP-ME-0029
M
DRAWING DESCRIPTION
REV
DATE
REVISION DESCRIPTION
COMBINED SERVICES - MECHANICAL GA'S
0A
2015.10.10 EXXARO IDC
NBC-ARP-CL-0148
CIVIL STRUCTURAL LAYOUT
00
2015.11.06 ISSUED FOR CONSTRUCTION
NBC-ARP-CL-0145
CIVIL ARRAMGEMENT AND DETAILS
01
2018.08.28 STRUCTURAL MODEL, RAISED ACCESS FLOOR, UPS ROOM WALLS, WINDOW PLACEMENT
02
2018.09.19 MAIN STAIR HANDRAIL & DETAIL, RAISED ACCESS FLOOR BALUSTRADE DETAIL, FIRST FLOOR WC WHB CHANGE, SHOWER DOOR
03
2018.11.19 FEMALE BATHROOM LAYOUT UPDATED
04
2018.11.28 WINDOW TYPE ADDED
DRN CHK APP
NAME
CONSULTING ENGINEERS
54 5th Street, Linden 2195 (011) 782 3333 I drawings@npn.co.za 1145-17- NBC-ARP-AR-0173
DATE
NPN VERSION NUMBER
04
10 High Street, Melrose Arch Melrose, 2196 Postnet Suite No. 93, Private Bag X1 Melrose Arch, 2078
DRAWING NUMBER
237717-B-CA-0008-01
PROFESSIONAL ARCHITECT
S. ZENHA .................................. PROF. Reg. No : 4800 ......................................... NAME :
DATE :
NAME ARCHITECTURAL
SIGNATURE
DATE
MECHANICAL
MECHANICAL
CHECKED BY
Neill Powell Neill Architects (PTY) LTD
NPN JOB / PROJECT NUMBER
CONSULTANT APPROVAL
DRAWN BY
N P N
REVISIONS
REFERENCE DRAWINGS DRAWING No
A R C H I T E C T S
WBS REFERENCE NUMBER ECB - BCM - INF - 100 - IBU - BLD - 012
........./......../...............
SIGNATURE
ELECTRICAL
ELECTRICAL CIVIL STRUCTURAL INSTRUMENTATION PROCESS
SIGNATURE : ............................................. MANAGER ENG.
......../........../............
STRUCTURAL ARCHITECTURAL
THIS DRAWING IS THE PROPERTY OF EXXARO AND MAY NOT BE COPIED OR REPRODUCED EITHER WHOLLY OR IN PART WITHOUT WRITTEN PERMISSION
EMP. No.
......../........../............
CIVIL
POWERING POSSIBILITY
EXXARO ACCEPTANCE
......../........../............
JOB / PROJECT NUMBER
237717-00
......../........../............ ......../........../............
SIGNATURE OWNERS REPRESENTATIVE AREA / PROJECT MANAGER
MANAGER ENGINEERING PROCESS & PIPING INSTRUMENTATION
NORTH BLOCK COMPLEX BELFAST COAL MINE INFRASTRUCTURE ......../........../............ AREA 100 ......../........../............ BUILDINGS ......../........../............ PLANT CONTROL ROOM PLAN & ELEVATIONS ......../........../............ CENTRE
EMP. No.
......../........../............
SCALE
AS SHOWN
DRAWING NUMBER
NBC-ARP-AR-0173
SHEET REV
1/1 04
A1
FILE NAME : D:\d. NPN\EXXARO\1145-17 Plant Control Room_detached.rvt
13
5
1
6
7
8
2 10880
'01 1000
T/O RAISED ACCESS FLOOR 3400
A
'01
14
15
15mm SS PIN
B
13780
16
50 GRADE 304 0.9mm STAINLESS STEEL BRUSHED FINISH
50mm SS POST
SSE 100 M TRIM
KITCHENETTE FFSEE
TOC 0
W3 W08
BRICK ON EDGE WINDOWS SILL APRON TO ENGINEER SPECS AND DETAILS
DPC
230
220mm BRICKWORK PARAPET STEEL LINTOLS TO ENGINEER SPEC
CONTROL ROOM
ACCESS FLOOR BUMPER HANDRAIL DETAIL
UNDERSIDE OF LINTOL 3230
B
GUTTER TO PREVENT DISCHARGE OF RAIN WATER ABOVE ENTRANCE
NEW FINISH TILE
CERAMIC TILE SKIRTING
6120
APRON TO ENG. SPECS AND DETAILS
T/O RAISED ACCESS FLOOR 3400
W3 W18
ENGINEERING ROOM
ACCESS FLOOR BUMPER HANDRAIL SECTION SCALE 1 : 20
FEMALE
W3 W09
W3 W10
HD
FINISHED ACCESS FLOOR
T.O.C
'01
D6 D09
DPC
1 OFF IN CONTROL ROOM - LENGTH: 1700mm 1 OFF IN SERVER ROOM - LENGTH: 1100mm
SHOPFRONT - REFER TO MANUFACTURER'S SPECS AND DETAILS
'01 50
VARIES
50
50
DPC
NGL
SCALE 1 : 100
15mm SS PIN
'01 BALUSTRADE IN ELEVATION 230
SCALE 1 : 100
D
50mm SS POST TILED UPSTAND 935
SECTION B-B
50mm SS HANDRAIL
50
ALL FOUNDATIONS AND SURFACE BED TO STRUCTURAL ENGINEER'S DETAILS. 250 MICRON USB GREEN PLASTIC UNDERLAY ON WELL COMPACTED & POISONED FILL, ALL TO ENGINEER'S DETAILS.
1050
ALL FOUNDATIONS AND SURFACE BED TO STRUCTURAL ENGINEER'S DETAILS. 250 MICRON USB GREEN PLASTIC UNDERLAY ON WELL COMPACTED & POISONED FILL, ALL TO ENGINEER'S DETAILS.
SECTION A-A
FIXING TO HAVE A BASE PLATE BOLTED TO ACCESS FLOOR PARAPET
50 50
220mm BRICKWORK PARAPET
FINISHED ACCESS FLOOR
20mm SS RODS EPOXY GROUTED INTO WALL @ SUITABLE CENTRES/HILTI ANCHOR RODS EPOXIED IN PLACE - TO INSTALLER'S SPECIFICATION
1000mm A.A.F.L
T/O RAISED ACCESS FLOOR 3400
TOC 0
ENTRANCE
W1a W07
NGL
SCALE 1 : 20
600
B
13780
230mm BRICK WALL
T-STEEL LINTOL TO ENGINEER SPECIFICATIONS & DETAILS
1165
SCALE 1 : 20
CL
CHROMADEK ROOF SHEETING, TO ENGINEER AND/OR MANUFACTURERS DETAILS AND SPECS.
K
HEADWALL/ ROOF FLASHING DETAIL CHROMADEK RIDGE FLASHING TO MATCH SHEET METAL COLOUR AND PROFILE
22.5°
TOC
CHROMADEK ROOF SHEETING, 22.5 DEG ROOF PITCH. STRUCTURE TO ENGINEER AND/OR MANUFACTURERS DETAILS AND SPECS.
22.5°
ROOF PLAN
150
RWDP TO PROVIDE DISCHARGE OF RAIN WATER ONTO APRON SLAB
SCALE 1 : 100
1.5m WIDE CONCRETE APRON TO ENGINEER'S DETAILS
RIDGE FLASHING
FFL
WALL DETAIL
CL
L
DAMP PROOF MEMBRANE
TOC
FALL
2
GUTTER TO PREVENT DISCHARGE OF RAIN WATER ABOVE ENTRANCE
FACEBRICK B
FFL
LINE OF BUILDING BELOW
22.5°
20mm BULLNOSE DAMP PROOF MEMBRANE
CERAMIC TILES ON SCREED
SCALE 1 : 10
INTERNAL WINDOW SILL TO BE PLASTERED & PAINTED TO MATCH WALL COLOUR
CHANGE IN FACEBRICK COLOUR LEVEL
125x75x8 L - SHORT FACE TO BE CUT TO 50mm GALVANIZED AND FIXED TO SLAB WITH M16 'HILTI HSA' ANCHORS @ 300 c/c
170
UP
110
'SIKA MONO TOP-615HB' MORTAR REEDED OVER WIDTH OF DOORWAY
P.C ALUMINIUM WINDOW FRAME TO WINDOW SCHEDULES
EXTERNAL BRICK ON EDGE WINDOW CILL
90
22.5°
ALL ROOF & MECHANICAL VENTILATORS TO M.E.P. DETAILS & SPECIFICATIONS
220mm FIRE WALLS TO U/S OF SHEETING - FIRE STOPPED
110
EXTERIOR ALUMINIUM DOOR
22.5°
22.5°
PLASTER TO WRAP AROUND CORNER AND BE FLUSH WITH STEEL T-LINTOL AND PAINTED SAME AS WALLS
FACEBRICK A
220
170
ALL ROOF & MECHANICAL VENTILATORS TO M.E.P. DETAILS & SPECIFICATIONS
CUT BOE
200x200mm STEEL T-SECTION LINTOL ENGINEER DETAILS AND SPECIFICATIONS PAINTED: CHARCOAL GREY ON EXTERIOR SIDE & WALL PAINT COLOUR ON INTERIOR
2100
22 .50°
ROOF EAVE DETAIL @ ENTRANCE ONLY
UP
PLASTER & PAINT TO SPECIALIST
T-STEEL LINTOL TO ENGINEER SPECIFICATIONS & DETAILS
DOWNPIPES TO BE FIXED TO BRICK WALL WITH CLAMPS
CHROMADEK ROOF SHEETING @22.5º DUAL-PITCH ROOF AS INDICATED. STRUCTURE TO ENGINEER AND/OR MANUFACTURES DETAILS AND SPECS. FIXING TO 38x38mm SAP BRANDERING @ max 400mm C/C FIXED TO 38x114mm SAP TRUSS
22.5°
LINE OF WALL BELOW
SCALE 1 : 20
FASCIA - COLOUR TBC
GI ROOF FLASHING
CHROMADEK ROOF SHEETING, TO ENGINEER AND/OR MANUFACTURERS DETAILS AND SPECS.
EAVE DETAIL @ FIRST FLOOR
FACEBRICK
B.O.E
GI COUNTER FLASHING CUT INTO WALL
1
135mm AEROLITE CARBON FIBRE INSULATION O.E.A.A
FASCIA - COLOUR BATTLESHIP GREY
SEAMLESS GUTTERS TO SPECIALIST (SUCH AS SA GUTTERS® OR SIMILAR APPROVED) NOTE: GUTTER DETAIL ONLY APPLICABLE WHERE SHOWN ON ROOF PLAN - COLOUR TBC
NUTEC CEILING
PVC OVP WITH TOP AIRVENT COWEL AS PER MARLEY OR SIMILAR APPROVED
10880
CHROMADEK ROOF SHEETING @ 22.5º DUAL-PITCH ROOF - AS INDICATED. STRUCTURE TO ENGINEER AND/OR MANUFACTURES DETAILS AND SPECS. 22 .50°
38 114
SCALE 1 : 10
A
CHROMADEK ROOF SHEETING @ 22.5º DUAL-PITCH ROOF - AS INDICATED. STRUCTURE TO ENGINEER AND/OR MANUFACTURES DETAILS AND SPECS.
1
RAISED FLOORING STAIR DETAIL
SECTION C-C
J
40
STAIR HANDRAIL SECTION
SCALE 1 : 10
TOC ALL FOUNDATIONS AND SURFACE BED TO STRUCTURAL ENGINEER'S DETAILS. 250 MICRON USB GREEN PLASTIC UNDERLAY ON WELL COMPACTED & POISONED FILL, ALL TO ENGINEER'S DETAILS.
SCALE 1 : 100
STAIR HANDRAIL DETAIL
300 WIDE TILE TREAD
FLOOR FINISH TO MATCH FLOOR TILES
170mm STEP CONSTRUCTED WITH MASONRY BRICKWORK
DPC
600
SCALE 1 : 10
3230
APRON TO ENG. SPECS AND DETAILS
PLAZA
SCALE 1 : 20
T.O.C
22 .50°
3230
F
ACCESS FLOOR STEP SECTION (x3)
F.F.L
FINISHED PLASTER
ACCESS FLOOR PARAPET WALL
1 OFF IN CONTROL ROOM - LENGTH: 1650mm 1 OFF IN SERVER ROOM - LENGTH: 1050mm
85 49
CONC. SLAB BY ENG.
6120
SEE BALUSTRADE DETAIL
VARIES
50mmm SS HANDRAIL
170
CONTROL ROOM
2890
'01
FIRST FLOOR TOC 3230
G
100
TOC
GUTTER TO PREVENT DISCHARGE OF RAIN WATER ABOVE ENTRANCE
25
FINISHED ACCESS FLOOR
1
15
CERAMIC TILE CILL
934
CHROMADEK METAL ROOF SHEETING, 22.5 DEG ROOF PITCH. STRUCTURE TO ENGINEER AND/OR MANUFACTURERS DETAILS AND SPECS.
WALLPLATE 6120
E
CERAMIC TILE SKIRTING
1000
NOTE: CEILINGS BY DHK
T.O.C
50
1 10880
1000mm A.A.F.L
170
2
SHOPFRONT
170
SSE 100 M TRIM
H
13
50mm SS HANDRAIL
CONC. SLAB BY ENG. & TO SLOPE AWAY FROM BUILDING DUE TO RAINWATER
FIRST FLOOR TOC 3230
6120 3230
ENGINEERING ROOM
DPC
C
12
1m HIGH STEEL BALUSTRADE OPENINGS NOT EXCEED 100mm
2890
2890
STAIR
KITCHENETTE FF
CONC. SLAB BY ENG.
TOC 0
11
110 PVC OVP. WALLPLATE 6120
RAISED SERVER ROOM FLOOR TO DETAIL
FIRST FLOOR TOC 3230
10
ROOF STRUCTURE BY ENG.
CHROMADEK METAL ROOF SHEETING, 22.5 DEG ROOF PITCH. STRUCTURE TO ENGINEER AND/OR MANUFACTURERS DETAILS AND SPECS. WALLPLATE 6120
B
9
CHROMADEK METAL ROOF SHEETING, 22.5° ROOF PITCH. STRUCTURE TO ENGINEER AND/OR MANUFACTURERS DETAILS AND SPECS. TIMBER TRUSS DESIGN DETAILS & SPECIFICATIONS BY ROOF SPECIALIST
50
A
4
1050
3
170
2
170
1
CONCRETE SLAB TO ENGINEER'S DETAIL
SCALE 1 : 20
CONCRETE FOUNDATIONS TO ENGINEER'S DETAIL
TYPICAL DOOR THRESHOLD DETAIL
SCALE 1 : 20
SCALE 1 : 10
FLOOR
GROUND & FIRST FLOOR
DRAWING No NBC-ARP-ME-0029
M
DRAWING DESCRIPTION
REV
DATE
REVISION DESCRIPTION
COMBINED SERVICES - MECHANICAL GA'S
0A
2015.10.10 EXXARO IDC
NBC-ARP-CL-0148
CIVIL STRUCTURAL LAYOUT
00
2015.11.06 ISSUED FOR CONSTRUCTION
NBC-ARP-CL-0145
CIVIL ARRAMGEMENT AND DETAILS
01
2018.11.19 STRUCTURAL MODEL, RAISED ACCESS FLOOR, UPS ROOM WALLS, WINDOW PLACEMENT, FEMALE BATHROOM LAYOUT UPDATED
DRN CHK APP
NAME
CONSULTING ENGINEERS
54 5th Street, Linden 2195 (011) 782 3333 I drawings@npn.co.za 1145-17- NBC-ARP-AR-0174
DATE
DRAWN BY
Neill Powell Neill Architects (PTY) LTD
NPN JOB / PROJECT NUMBER
CONSULTANT APPROVAL
NPN VERSION NUMBER
'01
10 High Street, Melrose Arch Melrose, 2196 Postnet Suite No. 93, Private Bag X1 Melrose Arch, 2078
DRAWING NUMBER
237717-B-CA-0008-02
PROFESSIONAL ARCHITECT
S. ZENHA .................................. PROF. Reg. No : 4800 ......................................... NAME :
DATE :
NAME ARCHITECTURAL
SIGNATURE
DATE
MECHANICAL
MECHANICAL
CHECKED BY
N P N
REVISIONS
REFERENCE DRAWINGS
A R C H I T E C T S
WBS REFERENCE NUMBER ECB - BCM - INF - 100 - IBU - BLD - 012
........./......../...............
SIGNATURE
STRUCTURAL INSTRUMENTATION PROCESS
SIGNATURE : ............................................. MANAGER ENG.
......../........../............
CIVIL
POWERING POSSIBILITY
......../........../............
STRUCTURAL ARCHITECTURAL
THIS DRAWING IS THE PROPERTY OF EXXARO AND MAY NOT BE COPIED OR REPRODUCED EITHER WHOLLY OR IN PART WITHOUT WRITTEN PERMISSION
EMP. No.
......../........../............
ELECTRICAL
ELECTRICAL CIVIL
EXXARO ACCEPTANCE
JOB / PROJECT NUMBER
237717-00
......../........../............ ......../........../............
SIGNATURE OWNERS REPRESENTATIVE AREA / PROJECT MANAGER
MANAGER ENGINEERING PROCESS & PIPING INSTRUMENTATION
NORTH BLOCK COMPLEX BELFAST COAL MINE INFRASTRUCTURE ......../........../............ AREA 100 ......../........../............ BUILDINGS ......../........../............ PLANT CONTROL ROOM SECTIONS & DETAILS ......../........../............ CENTRE
EMP. No.
......../........../............
SCALE
AS SHOWN
FILE NAME : D:\d. NPN\EXXARO\1145-17 Plant Control Room_detached.rvt
14
DRAWING NUMBER
NBC-ARP-AR-0174
SHEET REV
1/1 01
A1
1
2
3
4
5
2 110
A
2520
7
8
B
340
1520
6
10
11
12
2
220
1172
WALLPLATE 6120
1000
9
586
110
1172
586
586
2520
WALLPLATE 6120
586
14
15
B
340
110
13
110
1953
110
1172
WALLPLATE 6120
567
586
110
1172
586 110 586
SHR-01
220
WALLPLATE 6120
586
900
FIRST FLOOR WC
SCALE 1 : 50
SCALE 1 : 50
B
B 0182 12
230
1172
110
EQ
1172
EQ
EQ
EQ
SCALE 1 : 50
FIRST FLOOR TOC 3230
890
845
1545 595
2
2
340
220
TOC
P.C. ALUMINIUM
IRONMONGERY
HANDLE, LOCKSET, & HINGES. REFER TO IRONMONGERY SCHEDULE
REMARKS
SEE REMARKS
170mm STEP
LOCATION
SWING
D16 MALE D17 FEMALE Grand total
OTHER
1280
1 1 2
NOTE: - ASQE 80 FOR TILES 6mm - 7mm THICK - ASQE 100 FOR TILES 8mm - 9mm THICK
FIRST FLOOR TOC 3230
1220
U/S OF SLAB 2975
100mm CUT TILE TO MATCH WALL TILE
D7 D08
D6 D07
100mm CUT TILE TO MATCH WALL TILE
WALL FINISHES MAY VARY FROM DETAIL REFER TO DWG 106 FOR SPECIFICATIONS
D6 D06
MALE
W2 W05
MALE
TRH
AQSE 100 M.TRIM-BL- MATT BLACK FULL HEIGHT -TRIM TO PROJECT 2mm FROM FINISHED PLASTER
100mm CUT TILE TO MATCH WALL TILE
HD
2612
13 0182
WHB
WC
TOC 0
340
WC
TOC 0
* CORNER PROTECTOR SCALE 1 : 5
TOC 0
2
PLASTER / TILE
W2 W19
ELEVATION 9
ELEVATION 10
SCALE 1 : 50
SCALE 1 : 50
SCALE 1 : 50
FF DETAIL BATHROOMS
900
EQ
1995
EQ
220
220
EQ
B
FEMALE
220
2612
WHB
EQ
FIRST FLOOR TOC 3230
MALE 100mm CUT TILE TO MATCH WALL TILE
HD
863
WHB
MALE 430 110 586
W2 W05
586
6 0182
WHB
CLEAR SILICONE TO PERIMETER OF VANITY
220
340
475
UR
1723 230
110
EQ
110
EQ
985
EQ
230
230
FIRST FLOOR TOC 3230
EQ
2745 EQ
230
EQ
EQ
EQ
U/S OF SLAB 2975
1100
'01
895
110
900 EQ
220 230
EQ
FIRST FLOOR TOC 3230
FIRST FLOOR TOC 3230
U/S OF SLAB 2975
'01
2745
FEMALE
2
100mm CUT TILE SKIRTING
MIRROR 900x900mm
TRH
GF DETAIL BATHROOMS
D7 D04
WHB
100mm CUT TILE TO MATCH WALL TILE
TOC 0
SHR
110
450
1735 512
FIRST FLOOR TOC 3230
1224
U/S OF SLAB 2975
U/S OF SLAB 2975
FEMALE
'01
FEMALE
HD
100mm CUT TILE TO MATCH WALL TILE
WC
1172
3005
FEMALE
900 450
W2 W02
D6 D09
HD
TOC 0
100mm CUT TILE TO MATCH WALL TILE
2612
430
EQ
900
1095
9 0182
8 0182
EQ
110
2612
1190
7 0182
*
110
10 0182
835
NO LINTOL VOID ABOVE DOOR
900
900
363
W2 W04
220
363
TRH 11 0182
HD
1735 230
WC
SCALE 1 : 10
B 230
365
SHR-01 D16
B
2610
SHR
D7 D08
TYPICAL VANITY DETAIL
SCALE 1 : 50
230
100x100mm MOSAIC CUT TILE TO MATCH FLOOR
F.F.L
ELEVATION 7
SCALE 1 : 50
MILD STEEL FRAMEWORK TO SUPPORT VANITY DESIGN SUPPLY
TOC 0
SHR
GRANITE / CAESAR STONE VANITY WITH POLISHED SQUARE EDGE
CHROME BOTTLE TRAP TO SPEC
SCREED TO FALL AND WATERPROOF
WHB
TOC 0
ELEVATION 6
SCALE 1 : 50
1735
230
D7 D04
VAAL - WEAVER BASIN COUNTER TOP - WHITE 455x575mm CODE: 704201WH
U/S OF SLAB 2975
170
592
230
230
MIRROR 1723x900mm
100mm CUT TILE TO MATCH WALL TILE
WHB
ELEVATION 5
3390
W2 W03
TRH
WHB WC
900 2500
100mm CUT TILE TO MATCH TOC WALL TILE 0
WC
SHR
1545
475
*
NO LINTOL VOID ABOVE DOOR
1 0181
FEMALE
3 0181
K
2
TRH
340
2 0181
4 0181
1260
HD
110
J
EQ
110
WC
DPC
900
230
230 2745
H
L
W2 W02
110
900
TRH
5 0182
MALE
UR
'01
SHR-01 D17
385
U/S OF SLAB 2975
900
900
1280
1735
490
110
EQ
110
'01
220
G 985
1665
740
110
220
854
900
20
DECK MOUNTED TAP TO SPEC
FIRST FLOOR TOC 3230
2612
230
1995
EQ
230
900
110
EQ
1723
1900
900
EQ
110
260
230
1172
FIRST FLOOR TOC 3230 U/S OF SLAB 2975
455
2
854
SCALE 1 : 50
110
EQ
475
20
126
230
20
160
B
B
220
250
B
740
F
ELEVATION 8
363
220
363 255
586
14 0182
110 586
Qty.
LH LH
110
UR
E
1820
1940
U/S OF SLAB 2975
DOOR FINISH
FRAME FINISH
170
FFL
20mm FROSTED/ OBSCURE GLASS PANEL. PIVOT DOOR
MALE
W2 W16
TRH
FIRST FLOOR TOC 3230
DOOR DESCRIPTION
FRAME DESCRIPTION
FIXED PANEL
DOOR No.
2500
FIRST FLOOR TOC 3230
950
U/S OF SLAB 2975
WHB
2
110
W2 W04
FIRST FLOOR WC
100
SCALE 1 : 50
U/S OF SLAB 2975
15 0182
170
ELEVATION 15
1735
220
512 2520
ELEVATION 14 220
110
D
U/S OF SLAB 2975
740
110
2020
FIRST FLOOR TOC 3230
854
NOTE: FINISH FLOOR LEVEL IS 170mm ABOVE TOC
985
100mm CUT TILE TO MATCH WALL TILE
363
ELEVATION 13
FIRST FLOOR WC
NO LINTOL OVER
WC FIRST FLOOR TOC 3230 U/S OF SLAB 2975
ELEVATION 12
D6 D14
TRH
170 100
740 170 100
170
100
FIRST FLOOR TOC 3230
FIRST FLOOR WC
100mm CUT TILE TO MATCH WALL TILE
1900
260
TRH
FIRST FLOOR WC LOBBY
2441
900
WHB
WC
WC
U/S OF SLAB 2975
C
100mm CUT TILE TO MATCH WALL TILE
MIRROR 900x1172mmHD
854
2890
FIRST FLOOR WC
NOTE: 170mm FLOOR TO ALIGN WITH ACCESS FLOOR
B
750
W2 W19
2441
W2 W16
16
WC TRH
D6 D09
WHB
TOC 0
TOC 0
220
ELEVATION 1
B
SCALE 1 : 50
ELEVATION 2
SCALE 1 : 50
ELEVATION 3
SCALE 1 : 50
ELEVATION 4
SCALE 1 : 50
SCALE 1 : 50
FLOOR
REV
DATE
COMBINED SERVICES - MECHANICAL GA'S
00
2018/11/09 ISSUED FOR CONSTRUCTION
NBC-ARP-CL-0148
CIVIL STRUCTURAL LAYOUT
01
2018/11/14 FEMALE BATHROOM LAYOUT UPDATED
NBC-ARP-CL-0145
CIVIL ARRAMGEMENT AND DETAILS
NBC-ARP-ME-0029
M
DRAWING DESCRIPTION
REVISION DESCRIPTION
DRN CHK APP
NAME
CONSULTING ENGINEERS
54 5th Street, Linden 2195 (011) 782 3333 I drawings@npn.co.za 1145-17- NBC-ARP-AR-0181
DATE
NPN VERSION NUMBER
'01
10 High Street, Melrose Arch Melrose, 2196 Postnet Suite No. 93, Private Bag X1 Melrose Arch, 2078
DRAWING NUMBER
237717-B-CD-0008-12
PROFESSIONAL ARCHITECT
S. ZENHA .................................. PROF. Reg. No : 4800 ......................................... NAME :
DATE :
NAME ARCHITECTURAL
SIGNATURE
DATE
MECHANICAL
MECHANICAL
CHECKED BY
Neill Powell Neill Architects (PTY) LTD
NPN JOB / PROJECT NUMBER
CONSULTANT APPROVAL
DRAWN BY
N P N
REVISIONS
REFERENCE DRAWINGS DRAWING No
A R C H I T E C T S
WBS REFERENCE NUMBER
........./......../...............
SIGNATURE
ELECTRICAL
ELECTRICAL CIVIL STRUCTURAL INSTRUMENTATION PROCESS
SIGNATURE : ............................................. MANAGER ENG.
......../........../............
STRUCTURAL ARCHITECTURAL
THIS DRAWING IS THE PROPERTY OF EXXARO AND MAY NOT BE COPIED OR REPRODUCED EITHER WHOLLY OR IN PART WITHOUT WRITTEN PERMISSION
EMP. No.
......../........../............
CIVIL
POWERING POSSIBILITY
EXXARO ACCEPTANCE
......../........../............
JOB / PROJECT NUMBER
......../........../............ ......../........../............
SIGNATURE OWNERS REPRESENTATIVE AREA / PROJECT MANAGER
MANAGER ENGINEERING PROCESS & PIPING INSTRUMENTATION
NORTH BLOCK COMPLEX BELFAST COAL MINE INFRASTRUCTURE ......../........../............ AREA 100 ......../........../............ BUILDINGS ......../........../............ PLANT CONTROL ROOM ABLUTION ELEVATIONS ......../........../............ CENTRE
EMP. No.
......../........../............
237717-00
SCALE
DRAWING NUMBER
NBC-ARP-AR-0181
SHEET REV
1/1 01
A1
FILE NAME : D:\d. NPN\EXXARO\1145-17 Plant Control Room_detached.rvt
15
Main Office Block at the Coal Mine Infrastructure in Belfast PROJECT DESCRIPTION
Client: EXXARO Work for NPN Architects I was involved in updating working drawings for development of some of the buildings on a coal mine in Belfast, Mpumalanga.
16
2018
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
ABBREVIATIONS: FFL NGL TO BWK TOC DPC OVP RWDP RE DB IT
A
1
2
3
3610
6430
4
5
3610
18890
6
7
3610
8
6430
3610
- FINISHED FLOOR LEVEL - NATURAL GROUND LEVEL - TOP OF BRICK WORK - TOP OF CONCRETE - DAMP PROOF COURSE - OPEN VENT PIPE - RAIN WATER DOWN PIPE - RODDING EYE - DISTRIBUTION BOARD - INFORMATION TECHNOLOGY
1. ALL LEVELS, HEIGHTS, DEPTHS AND DIMENSIONS TO BE CHECKED BY CONTRACTOR ON SITE BEFORE BUILDING. 2. ALL WORK TO BE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL BUILDING REGULATIONS. 3. ALL BUILDING MATERIALS AND COMPONENTS TO BE TREATED IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS. 4. FIGURED DIMENSIONS TO BE READ IN PREFERENCE TO SCALING. ELECTRICAL: ALL ELECTRICAL WORK TO BE CARRIED OUT BY A REGISTERED ELECTRICIAN. VENTILATION AND LIGHT: TO MECHANICAL AND ELECTRICAL ENG'S DETAIL TO COMPLY WITH NHBR'S. DRAINAGE NOTES: 1. WASTE FITTINGS TO HAVE RESEAL TRAPS. 2. WASTE PIPES TO BE FULLY ACCESSIBLE FOR SERVICING 3. SEWER PIPES TO HAVE IE'S AT ALL BENDS AND JUNCTIONS WITH MARKED COVERS AT GROUND LEVEL. 4. NO BENDS OR JUNCTIONS ALLOWED UNDER FLOORS OR FOUNDATIONS. 5. SEWER PIPES AND WASTE PIPES TO HAVE VENTILATION VALVES. 6. OVP'S TO BE Ø100mm PVC - OVP TOP COVER TO BE AIRVENT COWEL AS PER MARLEY OR SIMILAR APROVED 7. ASVP'S TO BE Ø50mm PVC 8. SOIL PIPES TO BE Ø100mm PVC @ 1:60 MIN. FALL 9. WASH HAND BASIN PIPES TO BE Ø40mm 10. SINK DRAIN PIPES TO BE Ø40mm 11. ALL DRAINAGE TO COMPLY WITH PART P OF THE NATIONAL BUILDING REGULATIONS. 12. ALL DRAINAGE TO BE IN STRICT ACCORDANCE WITH THE LOCAL AUTHORITY'S BY-LAWS. 13. WHERE DRAINS RUN THROUGH WALL BRICK WORK TO BE BRIDGED WITH R.C. LINTOL/BEAM TO SATISFACTION OF LOCAL AUTHORITY FOUNDATIONS: SANS 10400 PART H ALL FOUNDATIONS AND SURFACE BEDS TO STRUCTURAL ENGINEER'S DETAILS. 250 MICRON USB GREEN UNDERLAY ON WELL COMPACTED AND POISONED FILL TO ENG'S DETAIL. DPC TO ALL WALLS WITH MIN. 100mm OVERLAPS AT ALL JUNCTIONS. INSTALL BRICKGRIP DPC TO ALL WINDOW CILLS. GUNDLE 250 MICRON DAMP PROOF MEMBRANE CARRIED UP A MIN OF 2No. BRICK COURSES ABOVE G.L. TO FORM DPC'S TO PROTECT ALL WALLS. BRICKWORK: SANS 10400 PART K - BRICKS TO BE LAID IN STRETCHER BOND WITH JOINTS NOT EXCEEDING 12mm. BRICK REINFORCING: BRICKFORCE STEEL WIRE REINFORCING TO BE INSTALLED IN EVERY COURSE OF FOUNDATION BRICKWORK FOR MIN 5 COURSES AND EVERY 3RD COURSE THEREAFTER. BRICKFORCE TO BE INSTALLED IN EVERY COURSE BELOW GROUND SLAB WHERE BRICK WALL IS 110mm. BRICKFORCE REQUIRED OVER LINTOLS. WALLS: EXTERNAL WALLS - 220mm SOLID WALLS UNLESS SHOWN OTHERWISE. INTERNAL WALLS - 110mm AND 220mm SOLID WALLS. WALLS TO UNDERSIDE OF ROOF STRUCTURE UNLESS SHOWN OTHERWISE. EXTERNAL WALLS TO HAVE STEPPED DPC'S AT FLOOR LEVEL AND AROUND ALL OPENINGS. EXTERNAL WALLS TO BE FACEBRICK AS SHOWN ON ELEVATIONS AND ALL RELEVANT DRAWINGS. PLASTER WORK: ALL INTERNAL PLASTERWORK TO BE ONE COAT CEMENT PLASTER (1:5) STEEL TROWELLED SMOOTH AND ONE COAT RHINOLIGHT FINISHING PLASTER ON BRICKWORK GLAZING: GLAZING TO COMPLY WITH SANS 10400 PART N. ALL GLAZING TO BE CLEAR UNLESS OTHERWISE SPECIFIED IN ARCHITECT'S DETAILS & SCHEDULES. INSULATION: 135mm THICK THINK PINK TO SPECIALIST DETAILS & SPECIFICATION AS PER SANS 204 ROOF: 0.8mm CHROMADEK ROOF SHEETING,IBR PROFILE (686/690 PROFILE TBC) ROOF PITCH AS PER ROOF PLAN. STRUCTURE TO ENGINEER AND/OR MANUFACTURERS DETAILS AND SPECS. CHROMADEK FINISH: CHARCOAL GREY C2S FASCIA: BATTLESHIP GREY CHROMADEK GUTTERS AND DOWN PIPES: CHARCOAL GREY C2S WATERPROOFING: FOR ROOF PENETRATION DETAIL & SPECS TO ROOF SPECIALIST AS PER STANDARD CHROMADEK WATERPROOFING DETAILS PAINT: FOR ALL PAINT SPECIFICATIONS SEE SEPARATE PAINT FINISHES DOCUMENT GENERAL: ALL MATERIALS & UNCERTAINTIES REGARDING WORK TO BE CHECKED BEFOREHAND WITH ARCHITECT. ALL MEASUREMENTS & HEIGHTS TO BE CHECKED ON SITE PRIOR TO COMMENCEMENT OF ANY BUILDING WORK. ALUSTRADE TO BE 1000mm HIGH WITH MAX 100mm OPENINGS.
BRICK HATCH LEGEND:
CL
FACEBRICK STOCK BRICK FOR PLASTER
B
FACEBRICK COLOUR LEGEND: FACEBRICK A: AGATE TRAVERTINE
B NBC-ARP-AR-0157 3700
B
FACEBRICK B: ROAN TRAVERTINE
A
C
C
D COFFEE STATION
8 12150
1
NBC-ARP-AR-0160
ELEVATION DETAIL A.2
ELEVATION DETAIL A.1
6 NBC-ARP-AR-0157
12
NBC-ARP-AR1416 0275
17 SERVICE 15
3 6 NBC-ARP-AR-0275
E
SERVICE DUCT
6 NBC-ARP-AR-0157
WC MALE 13
11
FHR
5 NBC-ARP-AR-0275 WC MALE 2
E
FHR
5
PAVED ENTRANCE
NBC-ARP-AR-0160
BLOCK A
D
DUCT
7 4
F
SERVER ROOM
109 NBC-ARP-AR-0275
1
WC
STRONG ROOM
NBC-ARP-AR19 WC FEMALE 0275
UP
8 NBC-ARP-AR-0275
E
NBC-ARP-AR18 PARAPLEGIC 0275 20
21
10350
WC FEMALE
PPE STORAGE STORE ROOM
F DB
3685
3
9
7610
3 NBC-ARP-AR-0156
GARDENNBC-ARP-AR-0156 COVERED WALKWAY
3695
G
FEMALE CHANGE ROOM
MALE CHANGE ROOM
F
F
10 1,5m CONCRETE APRON
ELEVATION DETAIL B
G
H
16
GENERAL NOTES:
11345
11345
DB FHR
F
32405 1 H R F B D A IT B
A B B IT D
/C A H R F
C D
R .H F
X O B
X O B O B X D I B T
B D
A B
IT R H B F D
6 5
5
4
3
2
1
4
3 2 1 7
C 4
D
H
3 2
1
C
D
E
F
G
C H 10Ø N O F EP R N SEVAM W TO C 1:60F EIN
R ALO SYTEM
A B
L O E T P OC T OS T D E A C
H T P I
N E H C IT K
C R S E
GR K N Y R E T O . A B lK T E G A R X O D N W M
E T O P OS T D E T A C L O
8
S A P M D N
7
6
TELPI O BIYT12G D ES/C AR H G W G V .TM O C SPN D ID R TSO A76543BEFH ER C C AN D ETSW D R H O EASLTC PI ETR H AP SPER R K E AC
H E U P T A
150m m IA.S D
P IT H C
24
NBC-ARP-AR 27 28 WC -0275 FEMALE
C R S E
22 NBC-ARP-AR -0275
/C F R .H D 0 5 3 S B IT U A L O
NBC-ARP-AR 25 26 -0275 WC MALE
2 3
CLEANER TEA ROOM
5 A
4 3 C
H F
R
2 1 B D
H
R
0 1
E
B D
H F
R
9
F G
23
H
1
B NBC-ARP-AR-0157
2
3
A
4
5
B C D
9
E
2
H F
. R
1
3
B C
A
4
A
8
5
6
B D
.
7
B
B D
A
B
2
2
A D
3
C
B E
1
1
D
J
H F
O
G
F
E
H
J
L
K
H F
D
M
5
N
6
7
R
8 9
1 re
2
H F
0 1 IT R
H F
R
A
6895
3 4
B
C
D
E
F
G
H F
C
1
R
2
3 1
A
MAIN OFFICE BUILDING
4 3 2 1 R F H /C A
A B
C
32625
B
1 2 1
6670
B D
K
BLOCK A & B COMBINED PLAN
3D PERSPECTIVE OF OFFICE BLOCK
SCALE1 : 150
KEY PLAN
SCALE
1 : 15000
L
FLOOR WBS REFERENCE NUMBER ECB - BCM - INF - 100 - IBU - BLD - 004 REV
DATE
REVISION DESCRIPTION
M.E.P COMBINED SERVICES LAYOUT
0A
2015/10/13
EXXARO IDC
NBC-ARP-CL-0159
CIVIL STRUCTURAL LAYOUT
00
2015/11/06
ISSUED FOR CONSTRUCTION
01
2016/07/18
INTERNAL LAYOUT REVISED
DRN CHK APP JVDM UB WPB
NAME
CONSULTING ENGINEERS
54 5th Street, Linden 2195 (011) 782 3333 I drawings@npn.co.za 1145-17-
NBC-ARP-AR-0159
DATE
NPN VERSION NUMBER
F
10 High Street, Melrose Arch Melrose, 2196 Postnet Suite No. 93, Private Bag X1 Melrose Arch, 2078
DRAWING NUMBER
237717-B-CD-0006-01
PROFESSIONAL ENGINEER
S. ZENHA .................................. PROF. Reg. No : 4800 ......................................... NAME :
DATE :
NAME ARCHITECTURAL
SIGNATURE
DATE
MECHANICAL
MECHANICAL
CHECKED BY
Neill Powell Neill Architects (PTY) LTD
NPN JOB / PROJECT NUMBER
CONSULTANT APPROVAL
DRAWN BY
N P N
M
DRAWING DESCRIPTION
NBC-ARP-ME-0018
A R C H I T E C T S
REVISIONS
REFERENCE DRAWINGS DRAWING No
........./......../...............
SIGNATURE
ELECTRICAL
ELECTRICAL CIVIL STRUCTURAL INSTRUMENTATION PROCESS
SIGNATURE : ............................................. MANAGER ENG.
......../........../............
STRUCTURAL ARCHITECTURAL
THIS DRAWING IS THE PROPERTY OF EXXARO AND MAY NOT BE COPIED OR REPRODUCED EITHER WHOLLY OR IN PART WITHOUT WRITTEN PERMISSION
EMP. No.
......../........../............
CIVIL
POWERING POSSIBILITY
EXXARO ACCEPTANCE
......../........../............
JOB / PROJECT NUMBER
237717-00
......../........../............ ......../........../............
SIGNATURE OWNERS REPRESENTATIVE AREA / PROJECT MANAGER
MANAGER ENGINEERING PROCESS & PIPING INSTRUMENTATION
NORTH BLOCK COMPLEX BELFAST COAL MINE INFRASTRUCTURE ......../........../............ AREA 100 ......../........../............ BUILDINGS ......../........../............ MAIN OFFICE BLOCK COMBINED PLAN ......../........../............ CENTRE
EMP. No.
......../........../............
SCALE
AS SHOWN
DRAWING NUMBER
NBC-ARP-AR-0159
SHEET
REV
1/1
01
A1
FILE NAME : D:\d. NPN\EXXARO\1145-17 Main Office Block_detached.rvt
17
1
2
3
4
5
8
6
7
8
9
10
10
11
12
4
13
9
14
15
16
1
A
4 ALL ROOF & MECHANICAL VENTILATORS TO M.E.P. DETAILS & SPECIFICATIONS
GUTTER TO PREVENT DISCHARGE OF RAINWATER ABOVE ENTRANCE
WALLPLATE 2720
STEEL LINTOLS AS PER ENGINEER
WC MALE UR
D7 D38
1.5m CONCRETE APRON TO ENGINEERS DETAIL & SPECS.
UR
D6 D27
D6 D26
W1 W16
W1 W42
SF1 D01
W1 D33
W1 W41
W1 W22
W1 W23
W1 W24
BOE
DPC
STEEL LINTOLS AS PER ENGINEER
W1 W26
D8 D39
RAISED ACCESS FLOOR 170
BOE
DPC
DPC
2720
CHROMADEK METAL ROOF SHEETING, 22.5° ROOF PITCH. STRUCTURE TO ENGINEER AND/OR MANUFACTURERS DETAILS AND SPECS. TIMBER TRUSS DESIGN DETAILS & SPECIFICATIONS BY ROOF SPECIALIST
B
100mm OVP
NBC-ARP-AR-0157
TOC - A 0
DPC NGL
6
SECTION A - A
1.5m CONCRETE APRON TO ENGINEERS DETAIL & SPECS.
11 NBC-ARP-AR-0157
1 : 100 A
B
C
D
E
ALL ROOF & MECHANICAL VENTILATORS TO M.E.P. DETAILS & SPECIFICATIONS
F
G
H
3 NBC-ARP-AR-0157 PVC OVP
CHROMADEK METAL ROOF SHEETING, 22.5° ROOF PITCH. STRUCTURE TO ENGINEER AND/OR MANUFACTURERS DETAILS AND SPECS. TIMBER TRUSS DESIGN DETAILS & SPECIFICATIONS BY ROOF SPECIALIST
D
ALL FOUNDATIONS AND SURFACE BED TO STRUCTURAL ENGINEER'S DETAILS. 250 MICRON USB GREEN PLASTIC UNDERLAY ON WELL COMPACTED & POISONED FILL, ALL TO ENGINEER'S DETAILS.
ENTRANCE A
WALLPLATE 2720
STEEL LINTOL
1165
2720
STEEL LINTOL W1 W05
W1 W03
W1 W02
RWDP
BOE WINDOW SILL
935
D4 D19
SF2 D03
DPC
STEEL LINTOL
TOC - A 0
1.5m CONCRETE APRON TO ENGINEERS DETAIL & SPECS.
1.5m CONCRETE APRON TO ENGINEERS DETAIL & SPECS.
DPC
ALL FOUNDATIONS AND SURFACE BED TO STRUCTURAL ENGINEER'S DETAILS. 250 MICRON USB GREEN PLASTIC UNDERLAY ON WELL COMPACTED & POISONED FILL, NBC-ARP-AR-0157 ALL TO ENGINEER'S DETAILS.
TOC - B 85
NGL
ALL FOUNDATIONS AND SURFACE BED TO STRUCTURAL ENGINEER'S DETAILS. 250 MICRON USB GREEN PLASTIC UNDERLAY ON WELL COMPACTED & POISONED FILL, ALL TO ENGINEER'S DETAILS.
12
SCALE 1 : 100
STEEL LINTOLS AS PER ENGINEER
DPC
DPC
E
SECTION B - B
W1 W56
BLOCK B
2635
C
ALL FOUNDATIONS AND SURFACE BED TO STRUCTURAL ENGINEER'S DETAILS. 250 MICRON USB GREEN PLASTIC UNDERLAY ON WELL COMPACTED & POISONED FILL, ALL TO ENGINEER'S DETAILS.
CL
220 110
110
230
F
50
50mm SS HANDRAIL
50
50
50mm SS POST
SSE 100 M TRIM
NEW FINISH TILE
FIXING TO HAVE A BASE PLATE BOLTED TO THE ACCESS FLOOR PARAPET
CERAMIC TILE SKIRTING 220mm BRICKWORK PARAPET
FINISHED ACCESS FLOOR
15
T.O.C.
1690
H
SERVER ROOM ACCESS FLOOR BUMPER 7 HANDRAIL 1 : 20
RIDGE FLASHING
CL
TOC
SCALE 1 : 10
CL
220 110
EXTERIOR ALUMINIUM DOOR
PLASTER TO WRAP AROUND CORNER AND BE FLUSH WITH STEEL T-LINTOL AND PAINTED SAME AS WALLS P.C ALUMINIUM WINDOW FRAME TO WINDOW SCHEDULES
CHROMADEK VALLEY FLASHING TO MATCH SHEET METAL COLOUR AND PROFILE
300 WIDE TILE TREAD
DAMP PROOF MEMBRANE DAMP PROOF MEMBRANE
1
170
170
K
1.5m WIDE CONCRETE APRON TO ENGINEER'S DETAILS
FFL TOC
FALL
FFL
170
CHROMADEK ROOF SHEETING, 22.5 DEG ROOF PITCH. STRUCTURE TO ENGINEER AND/OR MANUFACTURERS DETAILS AND SPECS.
FINISHED ACCESS FLOOR
TOC
20mm BULLNOSE
125x75x8 L - SHORT FACE TO BE CUT TO 50mm GALVANIZED AND FIXED TO SLAB WITH M16 'HILTI HSA' ANCHORS @ 300 c/c
FINISH: WOOD FLOAT
170mm STEP CONSTRUCTED WITH MASONRY BRICKWORK
INTERNAL WINDOW SILL TO BE PLASTERED & PAINTED TO MATCH WALL COLOUR
CHANGE IN BRICK COLOUR LEVEL
110
'SIKA MONO TOP-615HB' MORTAR REEDED OVER WIDTH OF DOORWAY
FLOOR FINISH TO MATCH FLOOR TILES
CERAMIC TILE CILL
220mm BRICKWORK PARAPET
CUT BOE
DOWNPIPES TO BE FIXED TO BRICK WALL WITH CLAMPS 200x200mm STEEL T-SECTION LINTOL ENGINEER DETAILS AND SPECIFICATIONS PAINTED: CHARCOAL GREY ON EXTERIOR SIDE & WALL PAINT COLOUR ON INTERIOR
170
SHOPFRONT
CERAMIC TILE SKIRTING
PLASTER & PAINT TO SPECIALIST
EXTERNAL BRICK ON EDGE WINDOW CILL
J
SSE 100 M TRIM
CL
ENTRANCE - APRON DETAIL
SCALE 1 : 20
CL
135mm AEROLITE CARBON FIBRE INSULATION O.E.A.A
T-STEEL LINTOL TO ENGINEER SPECIFICATIONS & DETAILS
CONCRETE APRON TO ENGINEER DETAILS & SPECIFICATIONS
170
170
FINISHED ACCESS FLOOR
T.O.C.
FFL FALL
CHROMADEK ROOF SHEETING, 22.5 DEG ROOF PITCH. STRUCTURE TO ENGINEER AND/OR MANUFACTURERS DETAILS AND SPECS.
TILE UPSTAND
935
1050
1050
G
SEAMLESS GUTTERS TO SPECIALIST (SUCH AS SA GUTTERS® OR SIMILAR APPROVED) NOTE: GUTTER DETAIL ONLY APPLICABLE WHERE SHOWN ON ROOF PLAN - COLOUR CHROMADEK CHARCOAL FASCIA - COLOUR BATTLESHIP GREY FACEBRICK
FINISH: WOOD FLOAT 40
CHROMADEK RIDGE FLASHING TO MATCH SHEET METAL COLOUR AND PROFILE
50mm SS POST
22 .50°
15mm SS PIN
50
15mm SS PIN
GALVANIZED AND FIXED TO SLAB WITH M16 'HILTI HSA' ANCHORS @ 300 c/c
50mm BRICK RAMP AT 1:12 MAX 3mm THRESHOLD AT DOOR
1165
1740 50
50
CHROMADEK ROOF SHEETING @ 22.5º DUAL-PITCH ROOF - AS INDICATED. STRUCTURE TO ENGINEER AND/OR MANUFACTURES DETAILS AND SPECS.
2099
50
50mm SS HANDRAIL
125x75x8 L - SHORT FACE TO BE CUT TO 50mm
GRADE 304 0.9mm STAINLESS STEEL BRUSHED FINISH
934
F
152mm HIP RAFTER
CONCRETE SLAB TO ENGINEER'S DETAIL
TOC
ACCESS FLOOR WALL 2 PARAPET 1 : 10
RAISED FLOORING STAIR 5 DETAIL 1 : 10
CL
VALLEY FLASHING DETAIL
WALL DETAIL
150
SCALE 1 : 20
SCALE 1 : 20
TYPICAL DOOR THRESHOLD DETAIL
L
CONCRETE FOUNDATIONS TO ENGINEER'S DETAIL
SCALE 1 : 10
FLOOR WBS REFERENCE NUMBER ECB - BCM - INF - 100 - IBU - BLD - 004 REV
DATE
REVISION DESCRIPTION
NBC-ARP-ME-0018
M.E.P COMBINED SERVICES LAYOUT
0A
2015/10/13
EXXARO IDC
NBC-ARP-CL-0159
CIVIL STRUCTURAL LAYOUT
00
2015/11/06
ISSUED FOR CONSTRUCTION
01
2016/07/18
INTERNAL LAYOUT REVISED
DRN CHK APP JVDM UB WPB
NAME
CONSULTING ENGINEERS
54 5th Street, Linden 2195 (011) 782 3333 I drawings@npn.co.za 1145-17-
NBC-ARP-AR-0157
DATE
NPN VERSION NUMBER
F
10 High Street, Melrose Arch Melrose, 2196 Postnet Suite No. 93, Private Bag X1 Melrose Arch, 2078
DRAWING NUMBER
237717-B-CA-0006-05
PROFESSIONAL ENGINEER
S. ZENHA .................................. PROF. Reg. No : 4800 ......................................... NAME :
DATE :
NAME ARCHITECTURAL
SIGNATURE
DATE
MECHANICAL
MECHANICAL
CHECKED BY
Neill Powell Neill Architects (PTY) LTD
NPN JOB / PROJECT NUMBER
CONSULTANT APPROVAL
DRAWN BY
N P N
M
DRAWING DESCRIPTION
A R C H I T E C T S
REVISIONS
REFERENCE DRAWINGS DRAWING No
........./......../...............
SIGNATURE
ELECTRICAL
ELECTRICAL CIVIL STRUCTURAL INSTRUMENTATION PROCESS
SIGNATURE : ............................................. MANAGER ENG.
......../........../............
STRUCTURAL ARCHITECTURAL
THIS DRAWING IS THE PROPERTY OF EXXARO AND MAY NOT BE COPIED OR REPRODUCED EITHER WHOLLY OR IN PART WITHOUT WRITTEN PERMISSION
EMP. No.
......../........../............
CIVIL
POWERING POSSIBILITY
EXXARO ACCEPTANCE
......../........../............
JOB / PROJECT NUMBER
237717-00
......../........../............ ......../........../............
SIGNATURE OWNERS REPRESENTATIVE AREA / PROJECT MANAGER
MANAGER ENGINEERING PROCESS & PIPING INSTRUMENTATION
NORTH BLOCK COMPLEX BELFAST COAL MINE INFRASTRUCTURE ......../........../............ AREA 100 ......../........../............ BUILDINGS ......../........../............ MAIN OFFICE BLOCK SECTIONS & DETAILS ......../........../............ CENTRE
EMP. No.
......../........../............
SCALE
AS SHOWN
FILE NAME : D:\d. NPN\EXXARO\1145-17 Main Office Block_detached.rvt
18
DRAWING NUMBER
NBC-ARP-AR-0157
SHEET
REV
1/1
01
A1
2
110
1500
CL
EQ
1390 EQ
WALLPLATE 2720
CL
110
220
880
EQ
EQ
CL
110 EQ
880 CL
EQ
220 EQ
WALLPLATE 2720
WC MALE
740
UR
D6 D15
100mm CUT TILE SKIRTING TO MATCH WALL TILE
D6 D14
TOC - A 0
TRH
TRH WC
WC
TOC - A 0
TOC - A 0
Elevation 2
Elevation 3
3
1 : 50
900
1680
1 : 50
EQ
CL
220
110
220
110
EQ
Elevation 4
4
E 3090
1910
URINAL SCREEN
FHR
110
CL
EQ
WALLPLATE 2720
WC MALE
EQ
1070 EQ
CL
110
1000
110
110
1000
110
EQ
1 : 50
3205 1070 EQ
CL
EQ
110
CL
EQ
EQ
WALLPLATE 2720 100mm CUT TILE SKIRTING TO MATCH WALL TILE
WC FEMALE
UR
D7 D09
D1 D10
SD
D7 D11
1500
WHB
WHB 900
900
2025
MIRROR 900x2025mm UR
490 250 160
110
110
SERVICE DUCT
WC MALE
TOC - A 0
TOC - A 0
110 EQ
880 EQ
CL
EQ
1390 EQ
CL
220
220
220
3370
220 475
EQ
2895 CL
EQ
WALLPLATE 2720
110
220
110
EQ
3205 1295
WALLPLATE 2720
EQ
CL
1910 EQ
900
1000
110
110
1000
110
3090 1910 CL
EQ
SERVICE DUCT
110 500 110 1180
EQ
843
110 500 110 CL
WALLPLATE 2720
338
WC MALE
FHR
HD
100mm CUT TILE TO MATCH WALL TILE
WHB
110
EQ
WC FEMALE
HD
SD
CL
EQ
WC FEMALE
WC
HD
100mm CUT TILE SKIRTING TO MATCH WALL TILE
TOC - A 0
Elevation 7
TOC - A 0
Elevation 8
8
1 : 50
REFER TO DHK CEILING FOR HEIGHT OF WALL TILES
FOR TILE SPECIFICATIONS DEE DHK DRAWINGS
3370 1980
880
CL
220 915
1100
695
220
475 220
220 475
220 475
CL
1010
WALLPLATE 2720
110
1101
CL
WC FEMALE
110
1575
110
565
WC FEMALE
D6 D13
1. ALL LEVELS, HEIGHTS, DEPTHS AND DIMENSIONS TO BE CHECKED BY CONTRACTOR ON SITE BEFORE BUILDING. 2. ALL WORK TO BE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL BUILDING REGULATIONS. 3. ALL BUILDING MATERIALS AND COMPONENTS TO BE TREATED IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS. 4. FIGURED DIMENSIONS TO BE READ IN PREFERENCE TO SCALING. ELECTRICAL: ALL ELECTRICAL WORK TO BE CARRIED OUT BY A REGISTERED ELECTRICIAN. VENTILATION AND LIGHT: TO MECHANICAL AND ELECTRICAL ENG'S DETAIL TO COMPLY WITH NHBR'S. DRAINAGE NOTES: 1. WASTE FITTINGS TO HAVE RESEAL TRAPS. 2. WASTE PIPES TO BE FULLY ACCESSIBLE FOR SERVICING 3. SEWER PIPES TO HAVE IE'S AT ALL BENDS AND JUNCTIONS WITH MARKED COVERS AT GROUND LEVEL. 4. NO BENDS OR JUNCTIONS ALLOWED UNDER FLOORS OR FOUNDATIONS. 5. SEWER PIPES AND WASTE PIPES TO HAVE VENTILATION VALVES. 6. OVP'S TO BE Ø100mm PVC - OVP TOP COVER TO BE AIRVENT COWEL AS PER MARLEY OR SIMILAR APROVED 7. ASVP'S TO BE Ø50mm PVC 8. SOIL PIPES TO BE Ø100mm PVC @ 1:60 MIN. FALL 9. WASH HAND BASIN PIPES TO BE Ø40mm 10. SINK DRAIN PIPES TO BE Ø40mm 11. ALL DRAINAGE TO COMPLY WITH PART P OF THE NATIONAL BUILDING REGULATIONS. 12. ALL DRAINAGE TO BE IN STRICT ACCORDANCE WITH THE LOCAL AUTHORITY'S BY-LAWS. 13. WHERE DRAINS RUN THROUGH WALL BRICK WORK TO BE BRIDGED WITH R.C. LINTOL/BEAM TO SATISFACTION OF LOCAL AUTHORITY FOUNDATIONS: SANS 10400 PART H ALL FOUNDATIONS AND SURFACE BEDS TO STRUCTURAL ENGINEER'S DETAILS. 250 MICRON USB GREEN UNDERLAY ON WELL COMPACTED AND POISONED FILL TO ENG'S DETAIL. DPC TO ALL WALLS WITH MIN. 100mm OVERLAPS AT ALL JUNCTIONS. INSTALL BRICKGRIP DPC TO ALL WINDOW CILLS. GUNDLE 250 MICRON DAMP PROOF MEMBRANE CARRIED UP A MIN OF 2No. BRICK COURSES ABOVE G.L. TO FORM DPC'S TO PROTECT ALL WALLS. BRICKWORK: SANS 10400 PART K - BRICKS TO BE LAID IN STRETCHER BOND WITH JOINTS NOT EXCEEDING 12mm. BRICK REINFORCING: BRICKFORCE STEEL WIRE REINFORCING TO BE INSTALLED IN EVERY COURSE OF FOUNDATION BRICKWORK FOR MIN 5 COURSES AND EVERY 3RD COURSE THEREAFTER. BRICKFORCE TO BE INSTALLED IN EVERY COURSE BELOW GROUND SLAB WHERE BRICK WALL IS 110mm. BRICKFORCE REQUIRED OVER LINTOLS. WALLS: EXTERNAL WALLS - 220mm SOLID WALLS UNLESS SHOWN OTHERWISE. INTERNAL WALLS - 110mm AND 220mm SOLID WALLS. WALLS TO UNDERSIDE OF ROOF STRUCTURE UNLESS SHOWN OTHERWISE. EXTERNAL WALLS TO HAVE STEPPED DPC'S AT FLOOR LEVEL AND AROUND ALL OPENINGS. EXTERNAL WALLS TO BE FACEBRICK AS SHOWN ON ELEVATIONS AND ALL RELEVANT DRAWINGS. PLASTER WORK: ALL INTERNAL PLASTERWORK TO BE ONE COAT CEMENT PLASTER (1:5) STEEL TROWELLED SMOOTH AND ONE COAT RHINOLIGHT FINISHING PLASTER ON BRICKWORK GLAZING: GLAZING TO COMPLY WITH SANS 10400 PART N. ALL GLAZING TO BE CLEAR UNLESS OTHERWISE SPECIFIED IN ARCHITECT'S DETAILS & SCHEDULES. INSULATION: 135mm THICK THINK PINK TO SPECIALIST DETAILS & SPECIFICATION AS PER SANS 204 ROOF: 0.8mm CHROMADEK ROOF SHEETING,IBR PROFILE (686/690 PROFILE TBC) ROOF PITCH AS PER ROOF PLAN. STRUCTURE TO ENGINEER AND/OR MANUFACTURERS DETAILS AND SPECS. CHROMADEK FINISH: CHARCOAL GREY C2S FASCIA: BATTLESHIP GREY CHROMADEK GUTTERS AND DOWN PIPES: CHARCOAL GREY C2S WATERPROOFING: FOR ROOF PENETRATION DETAIL & SPECS TO ROOF SPECIALIST AS PER STANDARD CHROMADEK WATERPROOFING DETAILS PAINT: FOR ALL PAINT SPECIFICATIONS SEE SEPARATE PAINT FINISHES DOCUMENT GENERAL: ALL MATERIALS & UNCERTAINTIES REGARDING WORK TO BE CHECKED BEFOREHAND WITH ARCHITECT. ALL MEASUREMENTS & HEIGHTS TO BE CHECKED ON SITE PRIOR TO COMMENCEMENT OF ANY BUILDING WORK. ALUSTRADE TO BE 1000mm HIGH WITH MAX 100mm OPENINGS.
SD
CL
110
1000
110
1805
110
1000
110
1215
PARAPLEGIC WC
3265 1800 EQ
SERVICE DUCT
CL
110
1355
EQ
CL
795
220
220
220
220
560
900
220
475 220 CL
NOTE:
EQ
ALL TILES TO BE LAID STRICTLY IN ACCORDANCE WITH INSTRUCTIONS BY TAL OR EQUALLY APPROVED ADHESIVES
WALLPLATE 2720
WHERE TILES MEET PERIMETER WALL LEAVE AN OPEN JOINT 8mm WITH NO GROUT
WC MALE
WC MALE
- FINISHED FLOOR LEVEL - NATURAL GROUND LEVEL - TOP OF BRICK WORK - TOP OF CONCRETE - DAMP PROOF COURSE - OPEN VENT PIPE - RAIN WATER DOWN PIPE - RODDING EYE - DISTRIBUTION BOARD - INFORMATION TECHNOLOGY
NOTE: FACILITIES FOR PERSONS WITH DISABILITIES SHALL COMPLY WITH PART S OF SANS 10400
220
2985 EQ
WALLPLATE 2720
WHB
D7 D22
D7a D23
D1 D24
100mm CUT TILE SKIRTING TO MATCH WALL TILE
100mm CUT TILE SKIRTING TO MATCH WALL TILE
D7 D25
WHB
TOC - A 0
3460
FFL NGL TO BWK TOC DPC OVP RWDP RE DB IT
ALL TILE JOINTS TO BE 3mm SPACING MIXED WITH "TAL" BOND AND NO WATER TO BE ADDED.
WATERPROOFING AND GROUT NOTE:
100mm CUT TILE SKIRTING TO MATCH WALL TILE
D6 D12
590
1805
WC
HD
SHOWERS: TAL SUPERFLEX WATERPROOFING TO BE APPLIED TO WALLS AND FLOORS
SD WHB 900
220
1575
21 0275
NOTE:
1 : 50
E
20 0275
1130
Elevation 9
9
1 : 50
260
7
1805
17 0275
16
ABBREVIATIONS:
220
TOC - A 0
SHOWERS AND FIRST FLOOR ABLUTIONS: TAL WALL AND FLOOR GROUT TO BE MIXED WITH TAL BOND
TOC - A 0
MOSAICS: 100x100mm CUT TILE TO BE FIXED WITH TAL GOLDSTAR ADHESIVE AND TAL BOND AND GROUTED WITH TAL WALL AND FLOOR GROUT MIXED WITH TAL BOND.
220
NOTE: BONDING AND GROUTING TO BE DONE AT THE SAME TIME
10
Elevation 10
11
1 : 50
Elevation 11
12
1 : 50
Elevation 12
FLOOR GROUTING - DARK GREY WALL GROUTING - DOVE GREY
1 : 50
FLOOR WBS REFERENCE NUMBER
0A
DATE 2018/12/12
REVISION DESCRIPTION ISSUED FOR REVIEW
A R C H I T E C T S
REVISIONS REV
DRN CHK APP JVDM UB WPB
NAME
CONSULTING ENGINEERS
54 5th Street, Linden 2195 (011) 782 3333 I drawings@npn.co.za 1145-17-
NBC-ARP-AR-0275
DATE
NPN VERSION NUMBER
10 High Street, Melrose Arch Melrose, 2196 Postnet Suite No. 93, Private Bag X1 Melrose Arch, 2078
DRAWING NUMBER
PROFESSIONAL ENGINEER
S. ZENHA .................................. PROF. Reg. No : 4800 ......................................... NAME :
DATE :
NAME ARCHITECTURAL
SIGNATURE
DATE
MECHANICAL
MECHANICAL
CHECKED BY
Neill Powell Neill Architects (PTY) LTD
NPN JOB / PROJECT NUMBER
CONSULTANT APPROVAL
DRAWN BY
N P N
1150
220
740
URINAL SCREEN
WHB
1 : 50 E
220
110
Elevation 6
6
TOC - A 0
110
CIVIL STRUCTURAL LAYOUT
CL
110
WC
220
NBC-ARP-CL-0159
CL
EQ
3370
220
900
900
SERVICE DUCT
WC
1390
110m WALL
220 M.E.P COMBINED SERVICES LAYOUT
695
220
260
EQ
3590 1800
100mm CUT TILE SKIRTING TO MATCH WALL TILE
BLOCK A DETAIL 2 14 BATHROOMS 1 : 50 NBC-ARP-ME-0018
100mm CUT TILE TO MATCH WALL TILE
100mm CUT TILE TO MATCH WALL TILE
WC
UR
WC FEMALE
110
UR
3460
DRAWING DESCRIPTION
1450
900 260
110
19 0275
110
1980
15 0275
370
WC
2200
915
WC MALE
1000
18 0275
110
110
*
TRH
110 1575
110 1575 220
1000
110
885 440
740
WC
1200
365
475 220
WALLPLATE 2720
1 : 50
REFERENCE DRAWINGS
M
110
1765 14 0275
110
1000
900
740
110
WHB
HD
220
DRAWING No
CL
110
2025 13 0275
WHB
12 0275
WC FEMALE
220
EQ
Elevation 5
880 EQ
SERVICE DUCT
WHB
L
EQ
1000
3370
220
D6 D28
1130
EQ
220
WC
TRH
110
CL
CL
EQ
220 220
220
TRH
WHB
HD
K
225
3370
HD
5
WHB
D7 D22
1800
110
WC
HD SD
440 1690
370
TRH
D7a D23
110
WHB
2
100mm CUT TILE SKIRTING TO MATCH WALL TILE
475 220
220 1355 110
*
D6 D27
PARAPLEGIC WC
1805
110 1000 110 1805
E
1800
SD
160
1295 220 3265
WC MALE
D1 D24
110
CL
EQ
220
1005
D7 D25
WC
110
220
220
16 0275
110
11 0275
880
TRH
110
CL
955
220
1480
D6 D26
1295
595
475
1390
110
1800
WC MALE
1 : 50 3205
110
BLOCK A DETAIL 1 13 BATHROOMS 1 : 50 880
15
110
110
NO CUT SKIRTING AT URINAL WALL
915
1980
14
E
110
110
13
NO CUT SKIRTING AT URINAL WALL
100mm CUT TILE SKIRTING
SD
WC FEMALE
9 0274
880
UR
J
URINAL SCREEN
Elevation 1
1
SD
1980
220
1180
500
WALLPLATE 2720
WHB
110
110
110
12
GENERAL NOTES:
WHB HD
220
H
EQ
TOC - A 0
WHB
WC FEMALE
880
WHB
110 550
*
925
110
D6 D12
600
600 110
*
TRH
550
1800
TRH
8 0274
MIRROR 900x1910mm
HD
1000
WC
7 0274
11
500 110
480
D7 D09
D1 D10
10 0274
G
CL
EQ
110
WC
220
EQ
WC MALE
1910
950
UR
SERVICE DUCT
F
CL
EQ
1680
220 500
110 220
110mm WALL
WC
WC
220
1350
3590
220
220
1910
110 480
UR
*
TRH
10
1070
TRH
D6 D13
E
3370
220
1070
4 0274
*
D6 D15
9
740
220 1205 110
D6 D14
110
1800
220
D7 D11
D
220
URINAL SCREEN
WC MALE
3 0274
8
E
110
HD
110
8015
E
1 0274
480
7
220
SD WHB
1000
C
365
FHR 950
6
220
915
D8 D39
WHB 480
5
1500
110
2 0274
880
475
220
1390
110
5 0274
880
4
220
260
1980
220
B
1350
900
110
6 0274
220
A
3
1910
740
220
740
1
........./......../...............
SIGNATURE
ELECTRICAL
ELECTRICAL CIVIL STRUCTURAL INSTRUMENTATION PROCESS
SIGNATURE : ............................................. MANAGER ENG.
......../........../............
STRUCTURAL ARCHITECTURAL
THIS DRAWING IS THE PROPERTY OF EXXARO AND MAY NOT BE COPIED OR REPRODUCED EITHER WHOLLY OR IN PART WITHOUT WRITTEN PERMISSION
EMP. No.
......../........../............
CIVIL
POWERING POSSIBILITY
EXXARO ACCEPTANCE
......../........../............
JOB / PROJECT NUMBER
237717-00
......../........../............ ......../........../............
SIGNATURE OWNERS REPRESENTATIVE AREA / PROJECT MANAGER
MANAGER ENGINEERING PROCESS & PIPING INSTRUMENTATION
NORTH BLOCK COMPLEX BELFAST COAL MINE INFRASTRUCTURE ......../........../............ AREA 100 ......../........../............ BUILDINGS ......../........../............ MAIN OFFICE BLOCK BLOCK A ABLUTION ELEVATIONS ......../........../............ CENTRE
EMP. No.
......../........../............
SCALE
AS SHOWN
DRAWING NUMBER
NBC-ARP-AR-0275
SHEET
REV
1/3
0A
A1
FILE NAME : D:\d. NPN\EXXARO\1145-17 Main Office Block_detached.rvt
19
Sensory Play Exhibition at The Gateway School
20
2018
PROJECT DESCRIPTION
Client: Play Africa Work for Counterspace Studio The exhibition was a part of a greater Inclusivity Exhibition for the Children’s Museum. It is specifically designed to consider the needs of children with Autism Spectrum Disorder (ASD) and their families. The aim of this exhibition is to make learning accessible and inclusive for all South African children and families through hands-on play. The concept underscores an ‘African bushveld’ theme, also encompassing motifs around the South African national flora and fauna. The exhibition consists of an several elements which work together as a whole. These are an interactive wall; mobile ottoman seats; a play mat; a water table; a carrying trailer and a sunglass stand. My involvement in this project was in work stage 4 -producing working drawings and assigning materials to enable the construction of the final product.
Sensory Panel Image
Elevations and Section 21
22
23
Contemporary African Theatre in Braamfontein (3rd Year)
2017
1. GENERAL NOTES:
9
8 8400
10
8400
SERVITUDE
whb
ie
ie
ie re
wc
RECEPTION AREA
TILED FFL: +11 025
FFL:
TILED +11 025
Disabled Toilet hd
4.5m2
hd
hd
Handrail
∅110mm PVC SP ∅110mm PVC SP
BOOK STORE
Ø100mm uPVC Wate Stack and Open Vent Pipe (Ø150mm sleeve in concrete slab)
PORCELAIN TILES FFL: +11 025
23 22 21 20 19 18 17 16 15 14 13
up to first floor T = 280mm
1 R = 175mm 2 3 4 5 6 7 8 9 11 12
3. CONSTRUCTION NOTES CONTINUED:
Ø50mm WP (Ø70mm sleeve in slab) suspended on the U/S of concrete slab to specialist detail
B
T = 280mm R = 175mm HVAC DUCT
DATA DUCT
15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
CAFE
PORCELAIN TILES FFL: +11 025
Fire Cupboard
UP
fire escape
PUBLIC INFORMATION DESK
16 17 18 19 20 21 22 23 24 25 26 27 28
LOBBY
8mm Equitone fibre cement cladding panels on 120mm steel back-up support system on 400 mm cavity wall
TIMBER FFL: +11 025
LIGHT GREY CEMENT SCREED FFL: +11 025
PUBLIC FORECOURT
PUBLIC FORECOURT
TIMBER FFL: +11 025
PASSENGER'S LIFT
PASSENGER'S LIFT
PORCELAIN TILES FFL: +10 855
PASSENGER'S LIFT
31 M BOUNDARY LINE
UP
ELECTRICAL DUCT
31 M BOUNDARY LINE
up from basement
Ø100mm uPVC Waste Stack and Open Vent Pipe
Ø50mm PVC WP
whb
SECURITY OFFICE / ROOM
ie re
female toilets
SCREED FFL: +11 025
ie
Ø50mm PVC WP
LT ROOM
TICKET OFFICE
2. CONSTRUCTION NOTES:
LOBBY
TIMBER FFL: +11 025
CHANGE ROOM / LOCKERS
T = 280mm R = 175mm
UP
PORCELAIN TILES FFL: +11 025
Line of second floor structure above
T = 280mm 1 R = 200mm
1. All dimensions to be carefully checked on site before any work is done. The roof fabricator is to take all necessary measurements on site before designing, fabricating or erecting the roof structure as the case may be. 2. Virgin soil to be ripped scarified and compacted to at least 95% Mod. AASHTO each layer of fill to be compacted is not to exceed 150mm in depth at a time. Ground under new surface beds shall be treated with approved ant/termite and weed poisoning & certificate is to be handed to Architect. 3. Foundations: SABS 0400 Part H - All foundations to be 650x300mm concrete 25MPa strip foundations, unless otherwise specified on Architects and/or Engineers drawings or specifications. 4. Damp-proofing: SABS 0400 Part J (JJ3) and Part K (KK15) - Install 375 micron USB Green damp-proof membrane to underside of all ground slabs and 375 micron"Brickgrip" DPC to all walls with min. 100mm overlaps at all junctions. Install brickgrip DPC to all window cills. 5. Concrete surface bed to engineer's specification to be laid on waterproofing membrane laid on well compacted ground fill, compaction layers not exceed 150mm in thickness & to 95% min Mod. AASHTO. Laboratory is to undertake compaction tests & results to be handed to Architect prior to casting concrete. 6. All Foundations and Reinforced Concrete Components to be built in accordance with the Structural/Civil Engineer's drawings and details , Concrete Suspended Floors and Roof Structures are to be to the Structural/Civil Engineer's Approval
fire escape
∅110mm Soil Stack and Open Vent Pipe (∅150mm sleeve in concrete slab) Ø50mm PVC WP
ur
whb
ur
TILED +11 025
TILED FFL: +11 025
whb
wc wc
20m2
ie ovp
ie
ur
duct
FFL:
Porcelain Tiles
ie
MANAGEMENT OFFICE
FIRE EXIT
TILED 25.90 M2 FFL: +11 025
13 4840
A
wc
EXIT
LIGHT GREY CEMENT SCREED FFL: +11 025
LIGHT GREY CEMENT SCREED 25.90 M2 FFL: +40
male toilets
whb
REFUSE ROOM
GEN. ROOM
SCREED FFL: +40
re ie ovp
re ie
ie re
whb
SCREED FFL: +11 025
COAT & BAG STORAGE ROOM SWSD
main entrance to basement
HT ROOM
GOOD'S LIFT TILED FFL: +11 025
12 8401
Ø110 uPVC SP laid @ min 1:40 fall under basement floor to sewer MH ∅110mm Soil Stack and Open Vent Pipe
ramp to fall @ 1:8
GOOD'S LIFT LOBBY
8400
Min. Ø150mm municipal sewer line @ 1:40 fall to MH
94.34 M BOUNDARY LINE
ramp to fall @ 1:8
11
8400
20m2
7 8408
Porcelain Tiles
6 8400
wc
5 8400
wc
4 8400
wc
5600
wc
3
7640
wc
2
1
1.1. All work is to comply with National Building Regulations and the Local Authority 1.2. All Materials and Workmanship is to be the best of their perspective kinds. Building materials used in this contract are to conform to SABS Specifications 1.3. All work is to be carried out in strict accordance with the architects instructions 1.4. All Foundations and Reinforced concrete to be built in accordance with the Structural Engineers drawings and Details, Concrete suspended Floors and roof structures are to be to the Structural Engineers Approval. 1.5. All Waterproofing is to be according to specialists Details 1.6. Drainage system to comply with the National Building Regulations and the reqiirements of the Local Authority. Inspection Eyes at all bends and junctions. Rodding eyes to comply with the requirements of the local authority
UNDER-STAGE
2 3 4 5 6 7
FFL:
A C
Line of fouth floor structure above
Theatre above
TILED +11 025
1. Brickwork: SABS 0400 Part K - Bricks to be laid in stretcher bond with joints not exceeding 12mm. Brick walls to receive galvanized brick force every 4th course up to lintel height & every single course above lintels up to wall plate height. 2. Lintels: Precast concrete lintels used over all openings. Installed according to manufacturers specification. 3. Plaster Work: All internal and external plaster work to be min. 10mm thick. A test panel to be done to Architects satisfaction, prior to commencement of all plaster work. 4. Glazing: SABS 0400 Part N - All glazing to be clear unless otherwise specified in Architect's details and schedules. Glass thickness according to the following: (unless otherwise indicated) 0.75 Sq.m - 3mm 1.5 Sq.m - 4mm 2.1 Sq.m - 5mm 3.2 Sq.m - 6mm - Glazing in sliding and folding doors to be 6mm laminated safety glass. - Glazing in bathrooms to be opaque unless otherwise specified. - All glazing in door panels to be 6mm laminated safety glass. - All sliding doors to have safety markers. 5. Drainage: SABS 0400 Part P Sink, Prepbowl 40mm dia PVC Bath, Shower, WHB 50mm dia PVC WC 110mm dia PVC Vent pipes 110mm dia UPVC Stack pipes 110mm dia UPVC 6. Rain Water Goods - Seamless aluminium Ogee profile gutters & down pipes
UP
LOADING BAY
LIGHT GREY CEMENT SCREED FFL: +11 025
A ramp to fall @ 1:12
Line of first floor structure above
MANAGEMENT OFFICE CARPET TILES FFL: +11 025
STAFF OFFICE STAFF OFFICE CARPET TILES FFL: +11 025
CARPET TILES FFL: +11 025
CHANGE ROOM / LOCKERS PORCELAIN TILES FFL: +11 025
PUBLIC FORECOURT PORCELAIN TILES FFL: +9 700
T = 280mm R = 175mm
D PUBLIC FORECOURT
Line of fouth floor structure above
PORCELAIN TILES FFL: +9 700
REV:
UP
TILED 10.80 M2 FFL: -2025
E 94.34 M BOUNDARY LINE
DATE:
DESCRIPTION:
Drawings must not be scaled. Figured dimensions only may be used. Dimensions should be verified on site and any discrepancies reported to the Architects immediatlely.
RAMP LANDING
This drawing is copyright and is property of and must not be retained, copied or used without authority. LECTURER'S MARK:
PROJECT:
Scale 1:100
N
BUS STOP
Ground Floor Plan
WORKING DRAWINGS DRAWING:
JUTA STREET
GROUND FLOOR PLAN Date:
06/09/2017
Scale:
1:100
COURSE NAME: THEORY AND PRACTICE OF CONSTRUCTION III
Drawn By:
CODE: ARPL3031 YEAR: 2017
1111768
DWG NO.
P7-W-002
Ground Floor Plan 24
REV.
0
1. GENERAL NOTES:
9
10
9
1.1. All work is to comply with National Building Regulations and the Local Authority 1.2. All Materials and Workmanship is to be the best of their perspective kinds. Building materials used in this contract are to conform to SABS Specifications 1.3. All work is to be carried out in strict accordance with the architects instructions 1.4. All Foundations and Reinforced concrete to be built in accordance with the Structural Engineers drawings and Details, Concrete suspended Floors and roof structures are to be to the Structural Engineers Approval. 1.5. All Waterproofing is to be according to specialists Details 1.6. Drainage system to comply with the National Building FRANKE stainless steel Regulations and the reqiirements of the Local Authority. wall mounted soap dispenser Inspection Eyes at all bends and junctions. Rodding eyes to comply with the requirements of the local authority
10
Plan of Vanity Scale 1:10
420 375 373
FRANKE Protronic - C battery powered polished chronium-plated brass sensor tap
500
hd
Lobby
Data Duct
503 1180 2020
1010
2018
1010
1010
1275
2020
1010
2020
1010
S
755
1816
1345
whb os
755
858
925
S
2655
S
Lobby
B
hd
2345
1705
896
A
hd
Electrical Duct
1403
1415
2655
whb
Data Duct
HVAC Duct
os
2655
1. Brickwork: SABS 0400 Part K - Bricks to be laid in stretcher bond with joints not exceeding 12mm. Brick walls to receive galvanized brick force every 4th course up to lintel height & every single course above lintels up to wall plate height. 2. Lintels: Precast concrete lintels used over all openings. Installed according to manufacturers specification. 3. Plaster Work: All internal and external plaster work to be min. 10mm thick. A test panel to be done to Architects satisfaction, prior to commencement of all plaster work. Suspended Ceiling 4. Glazing: SABS 0400 Part N - All glazing to be clear unless otherwise specified in Architect's details and schedules. Glass thickness according to the following: (unless otherwise indicated) 0.75 Sq.m - 3mm 1.5 Sq.m - 4mm 575x65x90mm SPAZZIO LIGHTING 2.1 Sq.m - 5mm mirror light with acrylic diffuser 3.2 Sq.m - 6mm & aluminium base - Glazing in sliding and folding doors to be 6mm laminated safety glass. 230mm masonry wall - Glazing in bathrooms to be opaque unless otherwise specified. 230mm masonry wall (in elevation)- All glazing in door panels to be 6mm laminated safety glass. 4x1625x500mm mirror screwed into- wall to All sliding doors to have safety markers. manufacturers specs. 5. Drainage: SABS 0400 Part P Sink, Prepbowl 40mm dia PVC Bath, Shower, WHB 50mm dia PVC WC 110mm dia PVC Vent pipes 110mm dia UPVC Stack pipes 110mm dia UPVC
1570
1856
2566
HVAC Duct
3. CONSTRUCTION NOTES CONTINUED:
1414
A
1040 os
whb
hd
Electrical Duct
2400
os
os
B
255
Wheelchair space
1045
Porcelain Tiles
500
1250
Disabled Toilet
Ø15mm HW supply to fitting (lagged with 15mm insulation)
270
whb
45 45
300
Scale 1:10 S
Ø15mm CW supply to fitting
1620
4.5m²
1182 1010
wc
whb
677
677 1453 hd
whb
whb
1030
whb hd
Duct
1255 500
2655
wc
185
Section A-A of Vanity
135
wc
50
2. CONSTRUCTION NOTES:
1. All dimensions to be carefully checked on site before any work is done. The roof fabricator is to take all necessary measurements on site before designing, fabricating or erecting the roof structure as the case may be. 230mm masonry wall 2. Virgin soil to be ripped scarified and compacted to at least 95% Mod. AASHTO each layer of fill to be compacted is not to exceed 150mm in depth at a time. Ground under new surface beds shall be treated with approved ant/termite and weed poisoning & certificate is to be handed to Architect. 3. Savannah Foundations: SABS 0400 Part H - All foundations to be 420x420x165mm white VAAL 650x300mm concrete 25MPa strip foundations, unless Design surface mounted basin with otherwise specified on Architects and/or Engineers drawings intergrated overflow or specifications. Union Tiles Black Granite stone top 4. Damp-proofing: SABS 0400 Part J (JJ3) and Part K floating vanity (KK15) - Install 375 micron USB Green damp-proof membrane to underside of all ground slabs and 375 micron"Brickgrip" DPC to all walls with min. 100mm overlaps at all junctions. Install brickgrip DPC to all window cills. 5. Concrete surface bed to engineer's specification to be laid on waterproofing membrane laid on well compacted ground fill, compaction layers not exceed 150mm in thickness & to 95% min Mod. AASHTO. Laboratory is to undertake compaction tests & results to be handed to Architect prior to casting concrete. 6. All Foundations and Reinforced Concrete Components to be built in accordance with the Structural/Civil Engineer's drawings and details , Concrete Suspended Floors and Roof Structures are to be to the Structural/Civil Engineer's Approval
os
2655
Ø28mm HW Dropper with isolating valves in bothe directions
wc
hd
1010
Angle regulating valve
Ø28mm CW Dropper with isolating valves in both directions
whb
hd
185 300
255
1250
20m² 500
Ø50mm uPVC WP @ min 1:60 fall
20m²
755
755
Porcelain Tiles
whb
Porcelain Tiles
1010
Male Ablution
Female Ablution
755
whb
2655
wc
500
2180
ur
1010
1150
whb
850
Ø110mm uPVC SP @ min 1:60 fall
wc
90
2518
1010 wc
Ø35mm Main Supply
os
ur
Extractor Fan mounted to suspended ceiling which is fixed to U/S of first floor slab with ventilation sleeve to mechanical eng. detail
500
Ø22mm Supply to WC
Ø15mm HW supply to fitting (lagged with 15mm insulation)
wc
ur
Angle regulating valve
Basin Mounted Soap Dispenser Ø15mm CW supply to fitting
Ø110mm uPVC OVP
1010
wc
755
Isolating Valve
ur
Ø22mm CW supply pipe chased into wall connect directly to concealed cistern
ur
Ø65mm rising cold water main
whb
1257
1010
755
Ø35mm main supply chased in wall Angle regulating valve
wc 1010
wc
ur
Ø35mm main supply chased in wall
A
A
475
500
A
475
A
A
1010
A
6. Rain Water Goods - Seamless aluminium Ogee profile gutters & down pipes To main connection
300
300
Electrical Plan
Drainage & Water Reticulation Plan
Scale 1:50
500 x 200 x 8 mm glazed ceramic tiles fixed with 3mm TAL MARBLEFIX grout to wall to manufacturer's spec.
FRANKE Protronic - C battery powered polished chronium-plated brass sensor tap to manufacturer's spec. REV:
Scale 1:50
Electrical Reticulation Legend 170
Drainage & Water Reticulation Legend
Fluorescent Light Fitting : Ceiling Mounted
DATE:
DESCRIPTION:
Drawings must not be scaled. Figured dimensions only may be used. 420x420x165mm white VAAL Savannah Dimensions Design surface mounted basin with should be verified on site and any discrepancies reported to the Architects immediatlely. intergrated overflow to manufacturer's spec. This drawing is copyright and is property of and must not be retained, copied or used without authority.
Dounble Switch Socket Outlet (15 Amp)
LECTURER'S MARK:
Ø70mm pre-cut vanity surface outlet hole
whb
- Wash Hand Basin
Ceiling Surface Light
Hot Water Supply Pipe
wc
- Water Closet
One-Way Wall light fixture switch
Cold Water Supply Pipe
ur
- Wall Hung Urinal
Two-Way Wall light fixture switch
Drainage : Soil Pipe
ie
- Inspection eye
Wall Mounted Light Fitting
Drainage : Waste Pipe
re
- rodding eye
os
Drainage : Ventillation
sp
- soil pipe
S
165
Main Water Riser from municipal connection
Union Tiles Black Granite floating vanity 150x300mm RC Beam to support floating vanity Ø15mm CW Supply pipe
Ø50mm PVC Basin P-trap 15x300x500mm porcelain tiles to manufacturer's spec.
650
Smoke Sensor Sensor
32x114mm continuous timber wall cleat anchored to wall surface
CW angle regulating valve 20x10mm M-TRIM aluminium wall tile listello
Drainage : Pipe Beneath Slab
NOTE
1. All WHBs have galvanized steel drain cover to Ø50mm Waste pipe with S-Trap 2. All Urinals have bottom outlet Galvanized drain cover to Ø50mm Waste pipe with S-Trap 3. All Disabled Toilet WCs have Ø110mm soil pipe with S-Trap to duct OVP 4. All Concealed Water Cisterns are directly supplied with Ø22mm CW pipe from mains
Drawings must not be scaled. Only figured dimensions must be used. Dimensions should be verified on site. Any discrepancies must be reported to the architect immediately .
Smoke Alarm
NOTE Drawings must not be scaled. Only figured dimensions must be used. Dimensions should be verified on site or on the lighting and electrical schedules. Any discrepancies must be reported to the architect immediately . NOTE : FOR FULL DETAILS PLEASE REFER TO THE CONSULTANTS DRAWINGS
NOTE : FOR FULL DETAILS PLEASE REFER TO THE CONSULTANTS DRAWINGS
15x100x500mm porcelain tile skirting with 3mm TAL MARBLEFIX to manufacturer's spec. 15x500x500mm porcelain tiles with 3mm TAL MARBLEFIX to floor to manufacturer's PROJECT: spec on 35mm screed on 255mm RC slab
CONTEMPORARY AFRICAN THEATRE DRAWING:
· ·
Date: Scale:
DRAINAGE & WATER RETICULATION PLAN ELECTRICAL PLAN 25/10/2017
Drainage and Water circulation Plan
Vanity Detail Plan and Section
Drawn By:
1:50
COURSE NAME: THEORY AND PRACTICE OF CONSTRUCTION III
CODE: ARPL3031 YEAR: 2017
1111768
DWG NO.
P7-W-007
REV.
0
25
Section A-A 1. GENERAL NOTES:
2
3
4
5
6
7
9
8
10
11
12
13
Custom made precast concrete coping with drip groove laid onto 'Derbigum' acrylic torch-on counter flashing / cementitous bandage or any other approved SABS product to be installed by approved contractor with at least 10 year guarantee (to overlap waterproofing on parapet wall)
+40 815 +40 815
T.O. Roof Parapet & RC USB T.O.C Roof Slab
+40 815
U/S Fly Tower SLab
8400
8400
8400
8400
8400
4840
Custom made precast concrete coping with drip groove laid onto 'Derbigum' acrylic torch-on counter flashing / cementitous bandage or any other approved SABS product to be installed by approved contractor with at least 10 year guarantee (to overlap waterproofing on parapet wall)
255mm RC Roof Slab to eng detail with derbigum torch-on waterproofing or any other similar SABS approved product on 60mm 'Politerm Blu' thermal insulating screed laid @ min 1:80 fall to FBO's
HVAC Plant Room
+41 340 +41 040 +40 825
'Politerm Blu' thermal insulating screed laid @ min 1:80 fall to F.B.O
255mm RC Roof Slab to eng detail with derbigum torch-on waterproofing or any other similar SABS approved product on 60mm 'Politerm Blu' thermal insulating screed laid @ min 1:80 fall to Green roof Container 5
'Derbigum' torch-on waterproofing or any other similar SABS approved product on 255 x
35 x 450 x 450mm permeable concrete pavers on plastic spacers with crushed rock in between joints laid to fall to Green roof Container 5
500mm RC Green roof USB to eng detail
Suspended Ceiling
HVAC pipes and other services to run within suspended ceiling void
200 mm top soil on 200 mm sub-soil on 100 mm stone layer on 'Derbigum' torch-on waterproofing or any other similar SABS approved product on 100 mm
280mm off shutter concrete wall
LOBBY
ROOF GARDEN
GRASS & CONCRETE PAVERS FFL: +35 125
715mm spandrel panel with double glazed laminated 12mm glass all to facade engineers approval
PLASTER & WALLPAPER FFL: +35 175
THEATRE RESTAURANT
SMOKING AREA
PLASTER & PAINT FFL: +35 175
Fillet
TIMBER FLOOR FFL: +35 175
Suspended Ceiling
HVAC pipes and other services to run within suspended ceiling void
METAL WORKSHOP & STEEL STORE PLASTER & PAINT FFL: +30 275 8mm Equitone fibre cement cladding panels on 120mm steel back-up support system on 400 mm cavity wall
Suspended Ceiling
500mm ceiling void to accomodate pipes laid to fall 255mm RC Green roof container slab. RC to eng. spec.
LOBBY
INTERIOR EXHIBITION SPACE
BALCONY
RESEARCH OFFICE
PLASTER & WALLPAPER FFL: +30 275
PLASTER & PAINT FFL: +30 275
PLASTER & PAINT FFL: +30 275
TIMBER FLOOR FFL: +30 275
T.O. Roof Parapet & RC USB
T.O.C Roof Slab
+39 550
U/S Fourth Floor RC DSB
+38 945 +38 645
T.O. Roof Parapet & RC USB T.O.C. Fire Staircase Slab
12mm laminated double glazed curtain wall supported by 50x150x50mm aluminum mullions to facade engineers detail
T.O. Roof Parapet & RC USB
+35 175
T.O.C Fourth Floor Slab
+34 650
U/S Third Floor RC DSB
50x150x50mm aluminum mullions to facade engineers detail on 40mm screed on DPC on concrete slab Steel lintol cavity tray
TRAINING ROOM
FLY TOWER
PLASTERED & PAINTED
ACOUSTIC PANELS FFL: +25 375
RECITAL HALL PRACTICE & CHANGE ROOMS
THEATRE COMMONS
ADMIN
LOBBY
TIMBER FLOOR FFL: +25 375
TIMBER FLOOR FFL: +25 375
PLASTER & PAINT FFL: +25 375
PLASTER & WALLPAPER FFL: +25 375 Section through 230mm slanted masonry wall
70 x 50mm aluminium window frame on steel window sill laid on top of DPC
Donn Ceilings Flush plastered and painted plasterboard ceiling with Z section shadow line cornice suspended below beam & slab to specialist later detail
Ceiling sound insulation in ceiling void to acoustics specialist specs
CONSTRUCTION ROOM & WOOD STORE
8mm Equitone fibre cement cladding panels on 120mm steel back-up support system on 400 mm cavity wall
ADMIN
PLASTER & PAINT FFL: +25 375
Glass window with aluminium framing finished with natural anoxidation
PLASTER & PAINT FFL: +15 050
BACKSTAGE FACE BRICK FFL: +15 050
600x900x30mm galvanized steel I-Transfer Beam to be fixed on insitu concrete structure with M12 rawl bolts
PRIMARY THEATRE
MAIN STAGE
ACOUSTIC PANELS
ACOUSTIC PANELS FFL: +15 050
525
Steel window sill laid on top of DPC
HVAC pipes and other services to run within suspended ceiling void
HVAC pipes and other services to run within suspended ceiling void
140 x 50mm aluminium window frame
ADMIN
PLASTER & PAINT FFL: +25 375 Suspended skimmed & painted gypsum board ceiling as per Architect's shadowline detail. Fixing to manufacturer's instruction.
4375
PLASTER & PAINT FFL: +25 375
+25 375
T.O.C Second Floor Slab
+24 850
U/S First Floor RC DSB
525
SCULPTURE STORE
PLASTER & PAINT FFL: +25 375
U/S Second Floor RC DSB
8mm Equitone fibre cement cladding panels on 120mm steel back-up support system on 400 mm cavity wall
Exterior Soffit Metal Suspended Ceiling System with C-Shaped Wood Grain Suspended Ceiling Tiles to later detail
SOUND & LIGHTING
ACOUSTIC PANELS FFL: +16 275
THEATRE COMMONS ACOUSTIC PANELS FFL: +16 275
LOBBY
PLASTER & WALLPAPER FFL: +16 275
RECEPTION, BAR & PUBLIC WAITING AREA
715mm spandrel panel with double glazed laminated 12mm glass all to facade engineers approval
12mm laminated double glazed curtain wall supported by 50x150x50mm aluminum mullions to facade engineers detail
FACE BRICK FFL: +16 275
8575
SCULPTURE WORKSHOP RC Concrete Beam and slab to engineers specs
T.O.C Third Floor Slab
+29 750
32795
Suspended Ceiling
HVAC pipes and other services to run within suspended ceiling void
+30 275
60mm high density insulation to later spec.
Off shutter concrete walls with acoustic panels to acoustic eng spec
+16 275
T.O.C First Floor Slab
+15 750 +15 050
U/S Ground Floor RC DSB T.O.C Stage Level Floor Slab
+14 525
U/S Ground Floor RC DSB
+11 025
T.O.C Ground Floor Slab
+10 500
U/S Basment RC DSB
Wooden stage to eng. spec.
LOBBY
PLASTER & WALLPAPER FFL: +11 025
HVAC pipes and other services to run within suspended ceiling void
LOADING BAY LOBBY
UNDER STAGE
PLASTER & PAINT FFL: +7000
RC Concrete Beam and slab to engineer's specs
PLASTER & PAINT FFL: +7000
PUBLIC INFORMATION DESK
Stage lift to mech. eng. spec.
PLASTER & PAINT FFL: +7000
TICKET BOOTH PLASTER & PAINT FFL: +7000
RC Concrete Beam and slab to engineer's specs
3500
Unpainted concrete soffit rubbed down to Architect's approval
1050mm spandrel panel with double glazed laminated 12mm glass all to facade engineers approval
60 mm hardwood Information Desk 110mm single leaf wall
Brick paving
basement ramp falls at 1:8
Unpainted concrete soffit rubbed down to Architect's approval
FIRST FLOOR BASEMENT
Suspended Lift pit to engineers detail
400 x 400 x 14mm natural slate tile, with charcoal colour grouting on 40mm screed on 255mm RC structural floor
cementitous bandage or any other similar SABS approved counter flashing product
Derbigum Torch-on waterproofing with atleast 10 year guarantee or any other similar SABS approved product
basement ramp falls at 1:8
Bidem cloth wrapped around agricultural drain
∅110mm
agricultural drain pipe
RC DSB to eng. detail
DPM laid on top of 100mm concrete base on top of 150mm binding layer on top of 150mm gravel laid to fall to Ø110mm agricultural drain wrapped in bidem cloth
Pile Cap to eng. detail Ø500mm Contiguous bore pile to eng. detail
Pile under ground beam to eng. detail
Section A - A Scale 1:100
26
DPM laid on top of 100mm concrete base on top of 150mm binding layer on top of 150mm gravel laid to fall to Ø110mm agricultural drain
N
RC ground beam to eng. detail
255mm RC structural floor on 40mm protective screed
255mm RC structural floor on 40mm protective screed
DPM laid on top of 100mm concrete base on top of 150mm binding layer on top of 150mm gravel laid to fall to Ø110mm agricultural drain wrapped in bidem cloth
DPM laid on top of 100mm concrete base on top of 150mm binding layer on top of 150mm gravel laid to fall to Ø110mm agricultural drain wrapped in bidem cloth
All foundation components to engineers specs
+7 000
T.O.C Basement Floor Slab
+6 475
U/S Basement RC DSB
LOBBY
CONCRETE FFL: +2975
255mm RC structural floor on 40mm protective screed
Bidem cloth put down to engineer's spec.
PLASTER & WALLPAPER FFL: +7000
Brushed concrete finish to Architect's approval
SECOND FLOOR BASEMENT
Gravel backfill to engineers detail SW Channel
400 x 400 x 14mm natural slate tile, with charcoal colour grouting on 40mm screed on 255mm RC structural floor
DESCRIPTION:
This drawing is copyright and is property of and must not be retained, copied or used without authority. LECTURER'S MARK:
LOBBY
CONCRETE FFL: +7000
Torch-on waterproofing laid above 255mm RC stepped ground floor slab with 50mm screed above
DATE:
3500
Compacted Earth fill in 150mm layers
REV:
Drawings must not be scaled. Figured dimensions only may be used. Dimensions should be verified on site and any discrepancies reported to the Architects immediatlely.
525
Weephole and dpc
Tanked Excavation Basement detail shown
PLASTER & WALLPAPER FFL: +2975
Ø500mm piles seen in elevation with gunnite spray over it
255mm RC structural floor on 40mm protective screed
DPM laid on top of 100mm concrete base on top of 150mm binding layer on top of 150mm gravel laid to fall to Ø110mm agricultural drain wrapped in bidem cloth
8050
Plenum space to mech. eng. spec.
525 700 525
6. Rain Water Goods - Seamless aluminium Ogee profile gutters & down pipes
525
400mm external cavity wall with 60mm cavity with galvanized butterfly wall ties and and brickforce at every 4 courses to engineers detail
1. Brickwork: SABS 0400 Part K - Bricks to be laid in stretcher bond with joints not exceeding 12mm. Brick walls to receive galvanized brick force every 4th course up to lintel height & every single course above lintels up to wall plate height. 2. Lintels: Precast concrete lintels used over all openings. Installed according to manufacturers specification. 3. Plaster Work: All internal and external plaster work to be min. 10mm thick. A test panel to be done to Architects satisfaction, prior to commencement of all plaster work. 4. Glazing: SABS 0400 Part N - All glazing to be clear unless otherwise specified in Architect's details and schedules. Glass thickness according to the following: (unless otherwise indicated) 0.75 Sq.m - 3mm 1.5 Sq.m - 4mm 2.1 Sq.m - 5mm 3.2 Sq.m - 6mm - Glazing in sliding and folding doors to be 6mm laminated safety glass. - Glazing in bathrooms to be opaque unless otherwise specified. - All glazing in door panels to be 6mm laminated safety glass. - All sliding doors to have safety markers. 5. Drainage: SABS 0400 Part P Sink, Prepbowl 40mm dia PVC Bath, Shower, WHB 50mm dia PVC WC 110mm dia PVC Vent pipes 110mm dia UPVC Stack pipes 110mm dia UPVC
3500
Internal skin of cavity to be coated with paint-on water vapour barrier
2. CONSTRUCTION NOTES:
1. All dimensions to be carefully checked on site before any work is done. The roof fabricator is to take all necessary measurements on site before designing, fabricating or erecting the roof structure as the case may be. 2. Virgin soil to be ripped scarified and compacted to at least 95% Mod. AASHTO each layer of fill to be compacted is not to exceed 150mm in depth at a time. Ground under new surface beds shall be treated with approved ant/termite and weed poisoning & certificate is to be handed to Architect. 3. Foundations: SABS 0400 Part H - All foundations to be 650x300mm concrete 25MPa strip foundations, unless otherwise specified on Architects and/or Engineers drawings or specifications. 4. Damp-proofing: SABS 0400 Part J (JJ3) and Part K (KK15) - Install 375 micron USB Green damp-proof membrane to underside of all ground slabs and 375 micron"Brickgrip" DPC to all walls with min. 100mm overlaps at all junctions. Install brickgrip DPC to all window cills. 5. Concrete surface bed to engineer's specification to be laid on waterproofing membrane laid on well compacted ground fill, compaction layers not exceed 150mm in thickness & to 95% min Mod. AASHTO. Laboratory is to undertake compaction tests & results to be handed to Architect prior to casting concrete. 6. All Foundations and Reinforced Concrete Components to be built in accordance with the Structural/Civil Engineer's drawings and details , Concrete Suspended Floors and Roof Structures are to be to the Structural/Civil Engineer's Approval
3. CONSTRUCTION NOTES CONTINUED:
70 x 50mm aluminium window frame on steel window sill laid on top of DPC
HVAC pipes and other services to run within suspended ceiling void
Weephole and dpc
RESEARCH OFFICE
PLASTER & PAINT FFL: +30 275
T.O. Roof Parapet & RC USB T.O.C. Fly Tower Slab
+40 075
+35 755
110 x 400mm single cavity masonry wall to protect waterproofing
HVAC pipes and other services to run within suspended ceiling void
T.O. Roof Parapet & RC USB T.O.C Roof Slab
Custom made precast concrete coping with drip groove laid onto 'Derbigum' acrylic torch-on counter flashing / cementitous bandage or any other approved SABS product
400 x 750mm RC USB to eng detail Stainless steel balustrade @ 1150mm above roof bolted to RC USB to later detail
Stainless steel balustrade @ 1150mm above roof bolted to RC USB to later detail
+43 820 +43 520
300
8400
2695
255mm RC Roof Slab to eng detail with derbigum torch-on waterproofing or any other similar SABS approved product on 60mm 'Politerm Blu' thermal insulating screed laid @ min 1:80 fall to FBO's
8400
1045 525 750 300
8400
600x900x30mm galvanized steel I-Transfer Beam to be fixed on insitu concrete structure with M12 rawl bolts
2450
8400
525 580
5600
4375
7640
Weephole and dpc
1.1. All work is to comply with National Building Regulations and the Local Authority 1.2. All Materials and Workmanship is to be the best of their perspective kinds. Building materials used in this contract are to conform to SABS Specifications 1.3. All work is to be carried out in strict accordance with the architects instructions 1.4. All Foundations and Reinforced concrete to be built in accordance with the Structural Engineers drawings and Details, Concrete suspended Floors and roof structures are to be to the Structural Engineers Approval. 1.5. All Waterproofing is to be according to specialists Details 1.6. Drainage system to comply with the National Building Regulations and the reqiirements of the Local Authority. Inspection Eyes at all bends and junctions. Rodding eyes to comply with the requirements of the local authority
BL boundary line
1
boundary line
BL
+2 975
RC DSB to eng. detail Pile Cap to eng. detail
T.O.C Basement Surface Bed
PROJECT:
WORKING DRAWINGS DRAWING:
SECTION A - A Date:
06/09/2017
Scale:
1:100
COURSE NAME: THEORY AND PRACTICE OF CONSTRUCTION III
Drawn By:
CODE: ARPL3031 YEAR: 2017
1111768
DWG NO.
P7-W-003
REV.
0
1. GENERAL NOTES: 1.1. All work is to comply with National Building Regulations and the Local Authority 1.2. All Materials and Workmanship is to be the best of their perspective kinds. Building materials used in this contract are to conform to SABS Specifications 1.3. All work is to be carried out in strict accordance with the architects instructions 1.4. All Foundations and Reinforced concrete to be built in accordance with the Structural Engineers drawings and Details, Concrete suspended Floors and roof structures are to be to the Structural Engineers Approval. 1.5. All Waterproofing is to be according to specialists Details 1.6. Drainage system to comply with the National Building Regulations and the reqiirements of the Local Authority. Inspection Eyes at all bends and junctions. Rodding eyes to comply with the requirements of the local authority
16mm rawl bolts fixing 10mm S/S balustrade base plate to RC USB to engineer's detail
45° 'Politerm Blu' thermal insulating screed fillet with torch-on waterproofing to engineer's detail
Non-woven continuous filament needle-punched polyester geotextile with minimum 150 mm side laps on woven synthetic sheet on 40mm "zipcore™PRO" cupsated sheet by "kaytech" on one layer of bitumen waterproofing memebrane, with 75mm side laps and 100mm end laps, sealed to primed surface to falls and crossfalls by "torchfusion"
Derbigum torch-on waterproofing or any other similar SABS approved product on 60mm 'Politerm Blu' thermal insulating screed laid @ min 1:80 fall to Green roof Container 5 on 255mm RC Slab to eng. spec.
Ø10mm brushed S/S rods @ 125mm c/c as balustrade panel infill to later detail
Custom made precast concrete coping with drip groove laid onto 'Derbigum' acrylic torch-on counter flashing / cementitous bandage or any other approved SABS product to be installed by approved contractor with at least 10 year guarantee (to overlap waterproofing on parapet wall)
+29 750
2. CONSTRUCTION NOTES:
8mm Equitone fibre cement panels fixed with Equitone rivets on 32mm steel vertical profile on 90mm steel SHS on 340 mm cavity wall
T.O Roof Parapet & USB
Min. 30mm cement screed with 45° fillet on ends laid @ min 1:80 fall to full bore outlet on 100mm expanded polystyrene (eps) insulation with a density of 20kg/m² faced on both sides with bitupaper, laid with edges butt-joined on 255mm RC Green roof container 5 RC slab to eng. spec.
50mm 'Aerolite' fibreglass ceiling insulation
220 x 495mm masonry wall to separate Green roof containers 1350
Weephole & DPC Header course&Lintol Weephole DPC
Gyproc Celotex Fine Fissured mineral fibre ceiling tiles, size 1195x5950x15mm thick Donn® T38FR ceiling grid consisting of Donn® T38FR main tees and Donn® QRC T32V cross tees, all suspended with 19mm strap galvanised suspension hangers at hanger centres not exceeding 1200mm.
Mortar Fill
Glass window with aluminium framing finished with natural anoxidation
T.O.C Roof Slab
20mm Polyethylene filler (Expansion joint)
U/S Roof Slab
2760
+33 895
Bitumen waterproofing membrane in between domed grating frame and roof screed
4375
255
8mm Equitone fibre cement panels fixed with Equitone rivets on 32mm steel vertical profile on 90mm steel SHS on 340 mm cavity wall
1. All dimensions to be carefully checked on site before any work is done. The roof fabricator is to take all necessary measurements on site before designing, fabricating or erecting the roof structure as the case may be. 2. Virgin soil to be ripped scarified and compacted to at least 95% Mod. AASHTO each layer of fill to be compacted is not to exceed 150mm in depth at a time. Ground under new surface beds shall be treated with approved ant/termite and weed poisoning & certificate is to be handed to Architect. 3. Foundations: SABS 0400 Part H - All foundations to be 650x300mm concrete 25MPa strip foundations, unless otherwise specified on Architects and/or Engineers drawings or specifications. 4. Damp-proofing: SABS 0400 Part J (JJ3) and Part K (KK15) - Install 375 micron USB Green damp-proof membrane to underside of all ground slabs and 375 micron"Brickgrip" DPC to all walls with min. 100mm overlaps at all junctions. Install brickgrip DPC to all window cills. 5. Concrete surface bed to engineer's specification to be laid on waterproofing membrane laid on well compacted ground fill, compaction layers not exceed 150mm in thickness & to 95% min Mod. AASHTO. Laboratory is to undertake compaction tests & results to be handed to Architect prior to casting concrete. 6. All Foundations and Reinforced Concrete Components to be built in accordance with the Structural/Civil Engineer's drawings and details , Concrete Suspended Floors and Roof Structures are to be to the Structural/Civil Engineer's Approval
Suspended ceiling 340mm cavity wall with 70mm polystyrene insulation with galvanized butterfly wall ties & brickforce at every 4 courses to eng. detail
+34 150
340mm cavity wall with 70mm polystyrene insulation with galvanized butterfly wall ties & brickforce at every 4 courses to eng. detail
Equitone Rivets with colour matched heads to that of the panel to man. spec.
U/S 2nd Floor DSB
+35 500
35 x 450 x 450mm permeable concrete pavers on plastic spacers with crushed rock in between joints laid on 10x325x200mm S/S C-channel to fall to Green roof Container 5
20mm Polyethylene filler (Expansion joint)
525
Grass cover on 200mm growing medium on 200 mm sub-soil as per landscape architect's detail
110 x 1190 mm single non-loadbearing wall that supports the balustrade and steel c-channel
Ø10mm S/S rod fixing handrail to 75x40mm Polished S/S balustrade beam @ 1500 c/c to eng. spec. fixed to RC USB with rawl bolts to engineer's detail
+30 275
T.O.C 3rd Floor Slab
Stainless steel balustrade @ 1300mm above roof bolted to RC USB to later detail
Ø80mm Polished S/S hand-rail @ 1155mm above roof f.f.l fixed to Ø10mm brushed S/S rod to eng. spec.
60x160mm aluminium window frame on steel window sill laid on top of DPC
255mm RC slab with Full Bore Outlet and Rainwater outlet incased to eng. spec.
3. CONSTRUCTION NOTES CONTINUED:
Mortar fill 400 x 750mm RC USB to eng detail
DPI Plastics 100mm diameter Ultraflo® PVCM Rain Water Down
Pipe incased in 400x600mm RC column to street pavement
Saint Gobain Pipelines South Africa 150mm 90° centre bolt side roof outlet with dome grating
500mm suspended ceiling void to accomodate pipes laid to fall
DPI Plastics 100mm Ø Ultraflo® PVCM Rainwater outlet pressure pipe incased in concrete with integral rubber ring joint or any other similar approved products, to fall @ min 1:40 to RWDP incased in column
METAL WORKSHOP & STEEL STORE
50 x 50 x 10mm steel shadowline cornice Screw to secure aluminium bent profile window sill to precast sill
PLASTER & PAINT FFL: +30 275
DPC
SCULPTURE WORKSHOP
Aluminium bent profile window sill on precast concrete sill
PLASTER & PAINT FFL:
PERIMETER SECTION 1
+25 375
15mm porcelain tile internal sill 10mm plaster and paint
T.O.C First Floor Slab
U/S Ground Floor RC DSB
510
+15 750
1220
500x10mm safety toughened glass spandrel panel supported by 200x55mm aluminum mullions all to facade eng. detail
1195 x 5950 x 15 mm decorative faux tin ceiling tiles, all suspended with 19mm strap galvanised suspension hangers at hanger centres not exceeding 1200mm
400 x 525mm RC DSB to eng detail
525
60x220mm steel bracket bolted to RC concrete slab & fixed to vertical aluminium mullions of curtain wall
1mm self-levelling epoxy on primer on 45mm concrete screed on 255mm RC slab to eng. spec.
+23 750
T.O.C 2nd Floor Slab
645
20mm carpet flooring on 30mm screed on 255 RC slab to eng. spec
765
DPC and cavity lintol
+16 275
+24 850
U/S 1st Floor RC DSB
11
1. Brickwork: SABS 0400 Part K - Bricks to be laid in stretcher bond with joints not exceeding 12mm. Brick walls to receive galvanized brick force every 4th course up to lintel height & every single course above lintels up to wall plate height. 2. Lintels: Precast concrete lintels used over all openings. Installed according to manufacturers specification. 3. Plaster Work: All internal and external plaster work to be min. 10mm thick. A test panel to be done to Architects satisfaction, prior to commencement of all plaster work. 4. Glazing: SABS 0400 Part N - All glazing to be clear unless otherwise specified in Architect's details and schedules. Glass thickness according to the following: (unless otherwise indicated) 0.75 Sq.m - 3mm 1.5 Sq.m - 4mm 2.1 Sq.m - 5mm 3.2 Sq.m - 6mm - Glazing in sliding and folding doors to be 6mm laminated safety glass. - Glazing in bathrooms to be opaque unless otherwise specified. - All glazing in door panels to be 6mm laminated safety glass. - All sliding doors to have safety markers. 5. Drainage: SABS 0400 Part P Sink, Prepbowl 40mm dia PVC Bath, Shower, WHB 50mm dia PVC WC 110mm dia PVC Vent pipes 110mm dia UPVC Stack pipes 110mm dia UPVC 6. Rain Water Goods - Seamless aluminium Ogee profile gutters & down pipes
PERIMETER SECTION 2
70mm mineral wool high density thermal and sound insulation to manufacturers specification
50x60mm wide aluminum shadow line cornice fixed to aluminum mullion REV:
450x10mm safety toughened glass spandrel panel supported by 200x80mm aluminum mullions all to facade engineers detail
PERIMETER SECTION 3
REFERENCE SECTION SCALE 1:500
10mm safety toughened single glazed curtain wall supported by 80x200x80mm aluminum mullions to facade engineers detail
This drawing is copyright and is property of and must not be retained, copied or used without authority.
BL
1
2
3
4
5
6
7
9
8
10
11
7640
5600
8400
+40 815 +40 815 +40 815
65x120mm aluminium automatic sliding door top rail frame
8400
8400
8400
8400
8400
8400
8400
8400
13
BL
4840
T.O. Roof Parapet & RC USB T.O.C Roof Slab U/S Fly Tower SLab
LOBBY
ROOF GARDEN
SMOKING AREA
PLASTER & PAINT FFL: +35 175
TIMBER FLOOR FFL: +35 175
LOBBY
INTERIOR EXHIBITION SPACE
BALCONY
RESEARCH OFFICE
PLASTER & WALLPAPER FFL: +30 275
PLASTER & PAINT FFL: +30 275
PLASTER & PAINT FFL: +30 275
METAL WORKSHOP & STEEL STORE
PLASTER & WALLPAPER FFL: +35 175
THEATRE RESTAURANT
GRASS & CONCRETE PAVERS FFL: +35 125
65x120mm aluminium automatic sliding door bottom rail frame
TIMBER FLOOR FFL: +30 275
RESEARCH OFFICE
PLASTER & PAINT FFL: +30 275
PLASTER & PAINT FFL: +30 275
SCULPTURE WORKSHOP
12mm laminated floor on 2mm foam underlay on 40mm screed on 255 RC slab
SCULPTURE STORE
PLASTER & PAINT FFL: +25 375
PLASTER & PAINT FFL: +25 375
TRAINING ROOM
FLY TOWER
PLASTERED & PAINTED
ACOUSTIC PANELS FFL: +25 375
RECITAL HALL PRACTICE & CHANGE ROOMS
THEATRE COMMONS
ADMIN
LOBBY
TIMBER FLOOR FFL: +25 375
TIMBER FLOOR FFL: +25 375
PLASTER & WALLPAPER FFL: +25 375
PLASTER & PAINT FFL: +25 375
CONSTRUCTION ROOM & WOOD STORE PLASTER & PAINT FFL: +15 050
+11 025
BACKSTAGE FACE BRICK FFL: +15 050
MAIN STAGE
ACOUSTIC PANELS FFL: +15 050
PRIMARY THEATRE ACOUSTIC PANELS
SOUND & LIGHTING
ACOUSTIC PANELS FFL: +16 275
THEATRE COMMONS ACOUSTIC PANELS FFL: +16 275
LOBBY
PLASTER & WALLPAPER FFL: +16 275
T.O.C Ground Floor Slab LOBBY
LOADING BAY LOBBY PLASTER & PAINT FFL: +7000
UNDER STAGE PLASTER & PAINT FFL: +7000
PUBLIC INFORMATION DESK PLASTER & PAINT FFL: +7000
FIRST FLOOR BASEMENT CONCRETE FFL: +7000
SECOND FLOOR BASEMENT CONCRETE FFL: +2975
+10 500
U/S Basment RC DSB
TICKET BOOTH
PLASTER & WALLPAPER FFL: +11 025
PLASTER & PAINT FFL: +7000
ADMIN
PLASTER & PAINT FFL: +25 375
ADMIN
PLASTER & PAINT FFL: +25 375
PROJECT:
HVAC pipes and other services to run within suspended ceiling void
12x3000x4500mm grey MATCO premier grip entrance mat in a wooden Matwell frame screwed to screed
12
boundary line
300x300x14mm Terrazzo tiles on cementitious bandage on min 40mm screed laid to min 1:40 fall on bituminous waterproof membrane on 255mm RC Slab to eng. detail
boundary line
190x80mm dark black anodized aluminum beam or any alternative to support mullions all to facade eng. details with end cap to conceal junction between mullion and beam
DESCRIPTION:
LECTURER'S MARK:
3000
190mmx40mm aluminum mullion supported by 190mmx80mm aluminum beam to eng. detail
DATE:
Drawings must not be scaled. Figured dimensions only may be used. Dimensions should be verified on site and any discrepancies reported to the Architects immediatlely.
RECEPTION, BAR & PUBLIC WAITING AREA FACE BRICK FFL: +16 275
CONTEMPORARY AFRICAN THEATRE DRAWING:
PERIMETER SECTION LOBBY
PLASTER & WALLPAPER FFL: +7000
LOBBY
PLASTER & WALLPAPER FFL: +2975
Date:
06/09/2017
Scale:
1:20
COURSE NAME: THEORY AND PRACTICE OF CONSTRUCTION III
Drawn By:
CODE: ARPL3031 YEAR: 2017
1111768
DWG NO.
P7-W-005
REV.
0
27
Timber-framed House in Melville (2nd Year)
28
2016
GENERAL
THIS EXPLODED METRIC SHOWS TIMBER COMPO TIMBER FRAME STRUCTION
IT IS OF THE BO SHOWN IN THE URAL PLANS (SEE DRAWING
38 38 MM S.S. PINE BATTENS @ 400 C/C ONTO WHICH THE CEDAR SHINGLES ARE NAILED 12 MM THICK OSB SHEATHING WITH BITUMINOUS MEMBRANE ONTOP OF IT
38 X 114 MM RAFTER 38 X 114 MM TIMBER STUDS AT 400 MM C/C
15298
114 X 114 MM TIMBER TRUSS
W 15
W 16
1162 W 14
1455
3250 W 13
8302
NOGGINGS
3948
D GUEST TOILET 14 FFL: +3125 MM TILED
4376
17
No Off:
Window Type:
Location: Window No:
STUDS JAMB STUD
Glazing
16
No Off:
Location:
Window Type: Glazing
Window Sill
Frame finish: Window Sill
JACK STUD
WATERPROOFING AND DAMP PROOFING: 375 MICRON BRICKGRIPPOLYTHENE D.P.C. D.P.C.'S UNDER ALL WALLS AND SCREEN WALLS TO BE 150 MM ABOVE FINISH GROUND LEVEL. · D.P.C.'S UNDER ALL CILLS, BEHIND WEATHER BOARDS AND UNDER RIDGE TILES. VERTICAL D.P.C.'S TO ALL CHANGES IN FLOOR LEVEL. SURFACE BEDS TO BE ON APPROVED WATERPROOFING FORMING A CONTINUOUS SEALED MEMBRANE WITH THE D.P.C.' UNDER WALLS. FLASHINGS TO ALL CHANGES OF ROOF LEVELS AND TO CHIMNEYS. IMPERVIOUS COPINGS TO ALL PARAPETS. · ·
1000
SILL RAIL
1300 650
1880
D 13
BOTTOM PLATE
650
LIVING ROOM FFL: +3125 MM T & G WOODEN FLOOR
No Off:
Location:
A
Glazing
Window No:
Frame finish:
Window Type:
Window Sill
Glazing
698
11
FLOORS: · MINIMUM 25 MM CEMENT SCREED TO ALL FLOORS. · FINISHED SCREED LEVELED TO ENSURE THAT FINAL FINISHES ARE LEVELED THROUGHOUT. · THRESHOLDS TO BE WATERPROOFED. · ALL PATIOS TO BE SCREEDED WITH 1 : 200 FALL.
1885 700
630
625
630
2324
·
DOUBLE 38 X 114 MM BOTTOM RAIL (SITS ABOVE BEARER)
1126
76 X 50 MM JOISTS @ 400 C/C
2058
1162
WALLS: 230 MM BRICK WALL PLASTERED AND PAINTED INTERIOR AND EXTERIOR UNLESS STATED OTHERWISE. BRICK FORCE EVERY 6 COURSES AND EVERY 4 COURSES ABOVE OPENINGS. · ALL BRICK WORK MINIMUM 7 MPA CLASS II. · ALL PAINTWORK TO COMPLY WITH MANUFACTURER'S SPECIFICATION WITH NECESSARY UNDERCOATS. · WINDOWS BUILT IN WITH GUNDLE BRICKGRIP D.P.C. ·
Window No:
13
No Off:
Location:
Window Type: Glazing
Window No:
Frame finish:
Window Type:
12
No Off:
Location:
STAIRS: 1 M HIGH BALUSTRADES TO COMPLY WITH SABS.
·
Glazing
75 X 228 MM BEARER @ 1200 C/C
1161
WINDOWS AND DOORS: AS SHOWN. DONE ACCORDING TO WINDOW AND DOOR SCHEDULES. WINDOW SCHEDULES FOR THE EXISTING BUILDING NOT SHOWN. (ONLY THOSE THAT HAVE BEEN CHANGED OR ADDED HAVE BEEN SHOWN). · WINDOW AND DOOR SCHEDULES AT SCALE 1 : 40 · · ·
CEDAR SHINGLES: · WOVEN AT THE CORNERS TO AVOID CORNER BOARDS. EXPOSED EDGES ARE TREATED WITH POLYWAX SEALER. BUILDING PAPER IS USED TO FLASH CORNERS OF THE TRIMMED SHINGLES.
Frame finish: Window Sill
10
12
14
13
16
9
15
7
8
4
5
3
6
2
1
17
FOUNDATIONS: · ALL FOUNDATIONS, FOUNDATION WALLS, STRUCTURAL CONCRETE WORK AND SUB SOIL STORMWATER DRAINAGE TO CIVIL ENG'S SPECIFICATIONS. · ALL SOIL COMPACTION TO CIVIL ENG'S SPECIFICATIONS. · ALL FOUNDATIONS TO BE REINFORCED AS REQUIRED BY ENGINEER.
Window Sill
Window Sill
2438
Location:
4608
W 11
1166
No Off:
22 MM TONGUE AND GROOVE FLOORING
700
2836
4538
OUTDOOR VERANDA FFL: +2490 MM SHUTTERPLY BOARD
18
14
Frame finish:
W 12
BEDROOM 2 FFL: +3125 MM T & G WOODEN FLOOR
3489
15
2100
D 13
5176
Window No: Window Type:
1540
D 12
960
379
A
NATURAL LIGHT AND GLAZING: · ALL HABITABLE ROOMS TO HAVE MINIMUM 10% NATURAL LIGHT. · ALL GLAZING TO COMPLY WITH PART N OF THE N.B.R. AND SABS 0137-2000 CODE OF PRACTICE; SAFETY AND LAMINATED GLASS TO CONFORM TO SABS 1263. · MINIMUM THICKNESS OF GLAZING PANES: PANES NOT EXCEEDING 0,75SQ.M=3MM THICK, PANES NOT EXCEEDING 1,5SQ.M=4MM THICK, PANES EXCEEDING 1,5SQ.M=6MM THICK. · SAFETY GLASS TO WINDOW PANES LOWER THAN 300 MM FROM FINISHED FLOOR LEVEL.
987
914
BATHROOM FFL: +3125 MM W TILED 17
BEDROOM 1 FFL: +3125 MM T & G WOODEN FLOOR
6713
3476
D 14
3667
2297
800
1989
Window No:
Frame finish:
STUDY ROOM D FFL: +3125 MM 14 T & G WOODEN FLOOR
Arquine Arquine
4603
2360
OPEN PLAN KITCHEN FFL: +3125 MM TILED
DOUBLE 50 X 228 MM HEADER (LINTOL) WITH 14 MM PLYWOOD SPACER
600
1238
600
762
1000
1350
886
W 16
1200
2114
1041
491 1110
1182
2217
560 600
560
530 1199
GENERAL NOTES: · ALL WORK TO COMPLY WITH NATIONAL BUILDING REGULATIONS AND BUILDING STANDARDS, SABS 0400 1990, LOCAL COUNCIL REQUIREMENTS AND ALL RELEVANT SPECIFICATIONS AND CODES. · FIGURED DIMENSIONS TO BE TAKEN IN PREFERENCE TO SCALING. OVERALL DIMENSIONS (EXTERNAL) TO TAKE PRECEDENCE. · ALL DIMENSIONS, LEVELS AND HEIGHTS TO BE CHECKED ON SITE AND ANY DISCREPANCIES TO BE REPORTED TO THE ARCHITECTS BEFORE ANY WORK IS PUT IN HAND. · ALL CONCRETE FOUNDATIONS TO BE MINIMUM 600 X 200 MM UNLESS SHOWN OTHERWISE. TOP OF CONCRETE FOUNDATION TO BE A MINIMUM OF 300 MM BELOW NGL. · FINISHED FLOOR LEVELS TO BE A MINIMUM OF 150 MM ABOVE NGL UNLESS OTHERWISE SHOWN. · ALL DOORS TO THE EXTERIOR THAT OPENS OUTWARDS ARE TO HAVE A 15 MM STEP UP TO THE INSIDE OF THE DOOR LEAF, AND THOSE OPENING INWARD ARE TO HAVE A 15 MM STEP UP ALONG THE LONGITUDINAL CENTRELINE OF THE DOOR LEAF. · THE CONTRACTOR IS RESPONSIBLE FOR ALL SITE VISITS BY LOCAL AUTHORITIES AND INSPECTORS AND SHALL PAY ALL FEES IN CONNECTION THEREWITH. · THE SITE TO BE TREATED IN ACCORDANCE WITH S.A.B.S. CODE OF PRACTICE NO.0124-1977 WITH 'SHELLDRITE' TERMITEPRUFE SOIL POISONER. · 170 MM CONCRETE SURFACE BED TO BE ON 'GUNPLAS' USB GREEN DAMP PROOF MEMBRANE ON MINIMUM 50 MM SAND BINDING LAYER ON WELL COMPACTED FILL. (D.P.M. TO BE OVERLAPPED WITH D.P.C. AS REQUIRED).
1200
1120
13754
850
B
GENERAL NOTES
2870 937
UP
38 X 114 MM WALL PLATE
NAME OF SCHOOL
937
UPPER PROPSED NEW DWELLING Scale 1:50
UNIVERSITY OF WIT SCHOOL OF ARCHIT & PLANNING PROJECT TITLE
650
RISER : 193 MM TREAD: 250 MM
B
996
PROJECT 2 - FR MELVILLE HOU 50 7th AVENUE, DRAWING TITLE
NAME OF SCHOOL
813
813
Window No:
813
Window Type: Glazing
2032
00
00
2032
00
Upper Floor Plan
2032
Frame finish:
Exploded Axonometric
Window Sill
11
No Off:
Location:
EXPLODED AXO
UNIVERSITY OF WITWATERSRAND PRISCILLIA 1111 SCHOOL OF ARCHITECTURE N 1 : 20 & PLANNING ARCHITECT
SCALE
PROJECT TITLE
DATE
2016/04/13
PROJECT 2 - FRAMED MELVILLE HOUSE 50 7th AVENUE, MELVILLE29
DR
bound
G
T/0 ROOF +7680
T/0 ROOF +7125
T/0 ROOF +7125 T/0 ROOF +6940
T/0 ROOF +6940
16°
CORRUGATED IRON SHEETING
T/0 ROOF +7680
CEDAR SHINGLES NAILED TO 38X38MM BATTENS. ROOF PITCH IS 16°
114 MM THICK FIBREGLASS THERMAL INSULATION
1 M LANDING TIMBER STAIRCASE RISER: 195 MM TREAD: 345 MM 1 M HIGH TIMBER RAILING
BOUNDARY LINE
CEDAR SHINGLES IN ELEVATION
CEDAR SHINGLES IN ELEVATION 1040
1200
1200
1015 U/S TIMBER RAIL +5215
U/S TIMBER RAIL +5215
W 16
D 13
W 16
75 X 228 BEARER
FFL +3130 U/S WALL PLATE +2765
T/O TERRACE +2490 U/S WALL PLATE +2160
LEISURE ROOM Plastered and Painted
D 7
D 4
TEACHER'S AND ASSISTANT'S OFFICE
75 X 220 MM BULLNOSE BRICK WINDOW SILL PLASTERED AND PAINTED STAIRCASE BALUSTRADE
Plastered and Painted
FFL +0.00
VERANDA LEVEL -105 U/S SLAB -195
WELL COMPACTED HARDCORE 230 MM BRICK BALUSTRADE
BELOW FFL -1115
BELOW FFL -1115
NATU · A · A 0 T · M E 1 · S F
FOUN · A C C · A · A E
170 MM CONCRETE SLAB
KITCHEN FFL +0.00
75 X 110 MM CONCRETE LINTOLS
T/0 LINTEL +2085
Plastered and Painted
U/S CONC. SLAB -215
WATE 3 D A · D U F W W O A
EXPOSED RAFTER
BEDROOM 1 Plastered and Painted
Plastered and Painted
T/0 LINTEL +1570
EXPOSED TRUSS TREATED WITH POLYWAX SEALER 76 MM ISOTHERM INSULATION IN BETWEEN JOISTS
· ·
LIVING SPACE/ OPEN PLAN KITCHEN
600 MM OVERHAND TO FORM TERRACE
GENE A A R C · F S P · A S A · A U T · F N · A H T A · T L F · T O S · 1 G B O ·
230 X 610 MM CONCRETE FOUNDATION TO ENG. SPEC EARTH UNDISTURBED
FLOO · M · F A · T · A
WALL 2 E · B A · A · A S · W ·
SECTION A-A Scale 1:50 30
Section A-A
WIND A D W (
· · ·
Detail and Perimeter Section 31
PRISCILLIA BOKOKO Candidate Architect
2022