Pre qualification drawings - Tender - University of Pretoria
Pre qualification drawings - Tender - University of Pretoria
Pre qualification drawings - Tender - University of Pretoria
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NEW 2012 LECTURE HALLS FOR THE<br />
UNIVERSITY OF PRETORIA ON LOT 429 OF<br />
ERF 468, ELANDSPOORT 357JR<br />
TOTAL AREA = 257 926m2<br />
REQUIREMENTS BASED ON ZONE 5<br />
REQUIRED EXISTING PROVIDED TOTAL<br />
FSR<br />
COVERAGE<br />
HEIGHT<br />
BLD. LINES<br />
2.0<br />
60%<br />
19m max.<br />
3.5m (str.)<br />
0.766<br />
27%<br />
20 storeys<br />
3.5m (str.)<br />
0.0158<br />
0.84%<br />
18.75m<br />
3.5m (str.)<br />
0.792<br />
27.84%<br />
N/A<br />
N/A<br />
1370<br />
UFFL X 1370.357<br />
AXIS TO PUBLIC GRASS<br />
SQUARE/ENG. BUILDING<br />
DATA CABLE<br />
STORMWATER PIPE<br />
SEWER PIPE<br />
TOTAL AREAS:<br />
1. USABLE AREA<br />
1.1 GROUND FLOOR PLAN (2 x lecture halls)<br />
1.2 INTERMEDIATE FLOOR (admin)<br />
1.3 FIRST FLOOR (2 x lecture halls)<br />
1.4 ROOF (A/C rooms)<br />
1.5 CHEMICAL STORE<br />
2. DEDICATED AREAS<br />
2.1 LARGE LECTURE ROOM (604 seats)<br />
2.2 ADMIN (intermediate floor <strong>of</strong>fices + storage)<br />
2.3 PASSAGES (student circulation)<br />
2.4 TOILETS (ladies & men) & STORAGE<br />
2.5 A/C ROOMS (A/C plants on ro<strong>of</strong>)<br />
2.6 COVERED AREA (outside entrances)<br />
CALCULATIONS:<br />
1677m²<br />
378m²<br />
1647m²<br />
272m²<br />
100m²<br />
2476m² = 619m² x 4<br />
177m²<br />
659m²<br />
303m²<br />
248m²<br />
428m²<br />
REVISION SCHEDULE<br />
DRAWN DESCRIPTION<br />
REV DATE<br />
A 2010-05-05 CM plan<br />
First sketch<br />
B 2010-05-10 CM Services revised. Platform levels revised.<br />
Refuse room added<br />
C 2010-05-24 CM Platform levels revised. Platform ramps &<br />
steps revised. Stormwater revised.<br />
D 2010-06-01 CM MUNICIPAL BUILDING PLAN<br />
SUBMISSION.<br />
E 2010-06-08 CM Water storage reservoir omitted. chemical<br />
store, generator & mini sub revised.<br />
Municipal building plan submission<br />
F 2010-07-05 CM First issue to QS for bill <strong>of</strong> quantities<br />
G 2010-08-06 BDV Transfer site plan drawing to Revit computer<br />
s<strong>of</strong>tware. Issue to Qs for bill <strong>of</strong> quantities.<br />
PEDESTRIAN ROUTE<br />
TOTAL COVERAGE (building footprint)<br />
TOTAL FSR (usable area)<br />
2171m²<br />
4074m²<br />
RAMP<br />
1:15<br />
STORMWATER<br />
CATCHPIT<br />
RING ROAD<br />
SIDE WALK RETAINED & REPAIRED<br />
LOFFELSTEIN CONCR. RETAINERS PLANTED<br />
1,2m HIGH BERM PLANTED<br />
TOTEM POLE<br />
NOTE: TOTEM POLES ARE<br />
MADE FROM CUT DOWN<br />
MONKEY THORN TREES<br />
FOUND ON SITE<br />
PEDESTRIAN ROUTE<br />
A<br />
CONCR. PAVERS WITH<br />
CLAY BRICK EDGES<br />
SCP<br />
SCULPTURE ON<br />
PODIUM<br />
TOTEM POLE<br />
B<br />
PEDESTRIAN ROUTE<br />
TOTEM POLE<br />
E<br />
F<br />
RING ROAD<br />
I<br />
J<br />
NEW WATER<br />
CONNECTION<br />
RAMP 1:15<br />
DUSTBIN &<br />
WATERPOINT<br />
1370<br />
LEGEND: EXISTING SERVICES<br />
BOREHOLE<br />
ELECTRONIC METER<br />
ELECTRONIC BOX<br />
FH FIRE HYDRANT / BOX<br />
LAMP POLE<br />
MANHOLE / DRAIN<br />
ELECTRIC POLE<br />
ROAD SIGN<br />
ROBOT<br />
TAP<br />
TELEPHONE BOOTH / BOX<br />
100 Ø SEWER PIPE<br />
1,2m HIGH BERM PLANTED<br />
ENTRANCE TO<br />
BUILDING<br />
SEATING<br />
PEDESTRIAN ROUTE<br />
CONCR. PAVERS WITH CLAY BRICK EDGES<br />
SEATING<br />
CONCR. PAVERS WITH CLAY BRICK HEADER<br />
COURSE ON CONCR. FOUNDATION AT EDGE<br />
PHASE 2<br />
PUBLIC AREA<br />
1<br />
2<br />
3<br />
IN-SITU CONCR.<br />
RETAINING WALL<br />
4<br />
5<br />
6<br />
7<br />
8<br />
42850<br />
2000<br />
2830<br />
7500<br />
9030<br />
9030<br />
4800<br />
7660<br />
SEATING<br />
OLD<br />
AGRICULTURAL<br />
BUILDING<br />
SEATING<br />
EXISTING PARKING TO BE REMOVED<br />
TO PARKADE SPACE TO BE UTILIZED<br />
AS OPEN PUBLIC SPACE<br />
ENTRANCE TO<br />
BUILDING<br />
IN-SITU CONCR.<br />
RETAINING WALL<br />
1370<br />
AXIS TO CENTRE OF OLD<br />
AGRICULTURE<br />
IN-SITU CONCR.<br />
RETAINING WALL<br />
S/STEEL H/RAIL<br />
LINE OF CONCR.<br />
STRUCTURE ABOVE<br />
GALV. STEEL<br />
STRUCTURE FOR<br />
CREEPERS OVERHEAD<br />
STEPS<br />
TOC X 1370.320<br />
PEDESTRIAN ROUTE<br />
110 Ø SEWER PIPE<br />
LINE OF CONCR.<br />
COLUMNS BY ENG.<br />
ABOVE<br />
RAMP 1:15<br />
RAMP 1:15<br />
S/STEEL H/RAIL<br />
IN-SITU CONCR.<br />
RETAINING WALL<br />
SCULPTURE ON<br />
PODIUM<br />
SCP<br />
CONCR. PAVERS WITH CLAY<br />
BRICK HEADER COURSE ON<br />
CONCR. FOUNDATION AT EDGE<br />
PEDESTRIAN ROUTE<br />
CONCR. PAVERS WITH CLAY BRICK EDGES<br />
1234<br />
STEPS<br />
SEATING<br />
TOTEM POLE<br />
S/STEEL H/RAIL<br />
SEATING<br />
SEATING<br />
SEATING<br />
LITTERBIN<br />
PEDESTRIAN ROUTE<br />
SEATING<br />
SEATING<br />
SCP<br />
SEATING<br />
SEATING<br />
DUSTBIN<br />
WATER<br />
POINT<br />
SCP<br />
RWDP<br />
S/STEEL<br />
H/RAIL<br />
RWDP<br />
SCP<br />
UFFL X 1369.670<br />
TOTEM<br />
100 Ø FIRE WATER<br />
100Ø FH<br />
POLE<br />
CONNECTION<br />
PUBLIC AREA<br />
56300<br />
SEATING<br />
DUSTBIN &<br />
7630 18090 4860 18090 7630<br />
WATERPOINT<br />
TOC X 1370.650<br />
SCP<br />
STEPS<br />
SCP<br />
BICYCLES<br />
NEW STORMWATER<br />
CONNECTION<br />
RWDP<br />
SCP<br />
RWDP<br />
SCP<br />
STORMWATER<br />
CATCHPIT<br />
BICYCLES<br />
BICYCLES<br />
100 Ø FH<br />
IN-SITU CONCR.<br />
RETAINING WALL<br />
SEATING<br />
SCP<br />
DRINKING FOUNTAIN<br />
SCP<br />
123<br />
STEPS<br />
STEPS<br />
IN-SITU CONCR.<br />
RETAINING WALL<br />
SCULPTURE<br />
WITH LIGHT<br />
FEATURE<br />
RWDP<br />
SCP<br />
RWDP<br />
SEATING<br />
CONCR. BEAM BY ENG. ABOVE<br />
CONCR. PAVERS WITH<br />
CONCR. ROOF ABOVE<br />
CLAY BRICK EDGES<br />
SF1.3<br />
TOC X 1370.840<br />
SCULPTURES ON<br />
SCP<br />
PODIUM<br />
SF1.2 RWDP<br />
SF1.4 SCP<br />
SCP RWDP<br />
RWDP<br />
2 x RWDP SF1.1<br />
FIRE<br />
FIRE<br />
NOTE: SCP<br />
STAIR 2<br />
STAIR 1 SUMP &<br />
FHR & RWDP<br />
PUMP<br />
2x DPC<br />
LIFT<br />
STAIR 1<br />
FHR &<br />
MAIN<br />
2x DPC<br />
MAIN<br />
ENTRANCE<br />
SCP ENTRANCE D1-9 ENTRANCE D1-1 TILES SCP<br />
TILES<br />
FOYER ENTRANCE<br />
UFFL X 1370.900 DOORS<br />
SF1.20 DV<br />
DV<br />
SF 1.5<br />
SF1.21<br />
SF1.19 D1-10 D1-11 SF 1.6<br />
PASSAGE RAMP<br />
TOC X 1370.650<br />
IN-SITU CONCR. SEAT<br />
PASSAGE RAMP<br />
PASSAGE RAMP<br />
PASSAGE RAMP<br />
SCP<br />
SCP<br />
9710 5570 1800 4410<br />
123<br />
S/STEEL<br />
H/RAIL<br />
VOID<br />
UNDER<br />
STAIR<br />
SCP<br />
FHR &<br />
2x DPC<br />
FIRE<br />
STAIR 3<br />
VOID<br />
UNDER<br />
STAIR<br />
SEATING<br />
CHEMIE BUILDING<br />
UFFL X 1370.900<br />
IN-SITU CONCR. SEAT<br />
RWDP<br />
CONCR. ROOF<br />
LINE ABOVE<br />
1300<br />
2543<br />
SERVICES<br />
CE<br />
IE<br />
SCP<br />
LECTURE<br />
ROOM<br />
0-1<br />
18060<br />
D1-6<br />
W1.4<br />
D1-19.2<br />
FHR &<br />
2x DPC<br />
SOUND<br />
LOBBY<br />
DATA<br />
CIRCULATION<br />
FOYER<br />
LINOLEUM<br />
DB<br />
UFFL X 1370.900<br />
1080 7200 1080<br />
SOUND<br />
LOBBY<br />
FHR &<br />
2x DPC<br />
7 x WC<br />
D1-19.1<br />
4540<br />
RWDP<br />
5292<br />
7473<br />
RWDP<br />
5295<br />
FOYER<br />
4800<br />
UFFL X 1370.900<br />
D1-19<br />
HWB<br />
9 x UR<br />
D1-20<br />
DUCT<br />
COVERED WALKWAY<br />
ROOFLINE ABOVE<br />
SCP<br />
SCP<br />
SCP<br />
COVERED WALKWAY<br />
MALE<br />
FEMALE<br />
W1.3 W1.2<br />
SEATING<br />
NEW SEWER CONNECTION<br />
IE<br />
PEDESTRIAN ROUTE<br />
1370<br />
SEATING<br />
FHR &<br />
2x DPC<br />
STAIRS 2<br />
IN-SITU CONCR. SEAT<br />
UFFL X 1370.900<br />
IN-SITU CONCR. SEAT<br />
IE<br />
ENTRANCE TO<br />
CHEMESTRY<br />
BUILDING<br />
PASSAGE RAMP<br />
CONCR. ROOF<br />
LINE ABOVE<br />
IN-SITU CONCR.<br />
RETAINING WALL<br />
SCP<br />
RAMP<br />
1:15<br />
FHR &<br />
2x DPC<br />
PASSAGE RAMP<br />
PASSAGE RAMP<br />
PASSAGE RAMP<br />
SCP<br />
FHR &<br />
2x DPC<br />
FIRE<br />
STAIR 4<br />
RWDP<br />
SEATING<br />
1370<br />
RWDP<br />
SCP<br />
1369<br />
PASSAGE<br />
SCP<br />
RWDP<br />
IN-SITU CONCR.<br />
RETAINING WALL<br />
UFFL X 1370.727<br />
REFUSE<br />
AREA<br />
1369<br />
SCP<br />
SCP<br />
TOTEM POLE<br />
CHEMIE<br />
BUILDING<br />
WATER READER<br />
NEW<br />
STORMWATER<br />
CATCHPIT(SCP)<br />
SCP<br />
SCP<br />
SCP<br />
TOC X 1370.650<br />
STEPS<br />
STEPS<br />
S/STEEL<br />
H/RAIL<br />
EXISTING 110 Ø<br />
SCP<br />
SEWER PIPE<br />
EXISTING<br />
STORMWATER<br />
CATCHPIT<br />
7630 18090 4860 18090 7630<br />
56300<br />
RWDP RWDP<br />
D1-21<br />
6 x WC<br />
HWB<br />
FHR &<br />
2x DPC<br />
SOUND<br />
LOBBY<br />
SOUND<br />
LOBBY<br />
D1-5<br />
W1.1<br />
D1-21.1D1-21.2<br />
7 x WC<br />
LECTURE<br />
ROOM<br />
0-2<br />
SERVICES<br />
VOID<br />
UNDER<br />
STAIR<br />
STEPS<br />
4410 1800 5570 1330 8380<br />
VOID<br />
UNDER<br />
STAIR<br />
STEPS<br />
321<br />
321<br />
IE<br />
BICYCLES<br />
RWDP<br />
BICYCLES<br />
RWDP<br />
SCP<br />
RWDP<br />
SEATING<br />
SEATING<br />
PEDESTRIAN ROUTE<br />
RWDP<br />
S/STEEL<br />
H/RAIL<br />
EXISTING 110 Ø<br />
SEWER PIPE<br />
UFFL X 1370.865<br />
UFFL X 1370.862<br />
PEDESTRIAN ROUTE<br />
TOTEM POLE<br />
5450<br />
RAMP 1:15<br />
RAMP 1:15<br />
PEDESTRIAN ROUTE<br />
1370<br />
EXIST.<br />
STEEL<br />
STAIRS<br />
STORMWATER<br />
CATCHPIT<br />
1505<br />
UFFL X 1370.923<br />
DUSTBIN &<br />
WATER POINT<br />
SET OUT POINT<br />
LANDING<br />
SCP<br />
SEATING<br />
PUBLIC<br />
AREA<br />
ENTRANCE TO<br />
CHEMESTRY<br />
BUILDING<br />
UFFL X 1370.945<br />
STEPS<br />
SERVICE<br />
ENTRANCE TO<br />
CHEMISTRY<br />
BUILDING<br />
1371<br />
BUILDING ELECTRICAL<br />
CONNECTION TO<br />
GENERATOR & MINI SUB<br />
EXISTING 110 Ø<br />
SEWER PIPE<br />
1<br />
A3 - 125<br />
S/STEEL<br />
H/RAIL<br />
PROPOSED POSITION<br />
TO PLANT EXISTING<br />
SMALL TREE<br />
SEATING<br />
MINI SUB<br />
3460<br />
3565<br />
CHEMICAL<br />
STORE 1<br />
125 Ø SEWER PIPE<br />
STUDENT<br />
MEDICAL<br />
CENTRE<br />
2600<br />
4260<br />
GENERATOR<br />
1800<br />
CHEMICAL<br />
STORE 2<br />
3985<br />
FHR &<br />
2x 4,5kg<br />
DPC<br />
STORAGE<br />
2830<br />
COLD<br />
ROOM<br />
2165<br />
90.00°<br />
STORAGE<br />
NEW PAVING<br />
RAMPED 1:15<br />
RAMP<br />
1:15<br />
AXIS TO STUDENT CENTRE<br />
8515<br />
4300<br />
PROPOSED POSITION FOR<br />
CHEMICAL WASTE STORE<br />
41.50°<br />
3920 3300 3880<br />
11100<br />
EXIST. SMALL TREE TO BE<br />
REMOVED & REPLANTED<br />
RETAINING<br />
WALL<br />
NOTE: BUILDING<br />
TO HAVE A 120min<br />
FIRE RATING<br />
GAS BOTTLE<br />
STORAGE CAGE<br />
110 Ø SEWER PIPE<br />
STORMWATER<br />
INTAKE<br />
MANHOLE<br />
1371<br />
UNDERGROUND CABLE<br />
CAD FILE NAME:<br />
<br />
<br />
<br />
<br />
ARCHITECTURE<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
COPYRIGHT RESTS IN THE<br />
UNIVERSITY OF PRETORIA<br />
<br />
TELEPHONE POLE<br />
INSPECTION EYE<br />
WATER METER / VALVE<br />
GRID<br />
AXIS TO PUBLIC GRASS<br />
SQUARE/ENG. BUILDING<br />
STORMWATER<br />
CATCHPIT<br />
<br />
475/10<br />
<br />
As indicated<br />
<br />
04/22/10<br />
<br />
<br />
<br />
CM & JM<br />
<br />
BDV<br />
<br />
CM<br />
<br />
<br />
<br />
STORMWATER<br />
CATCHPIT<br />
001<br />
G
6<br />
54321<br />
A<br />
B<br />
C<br />
D<br />
E<br />
F<br />
G<br />
H<br />
I<br />
J<br />
56300<br />
7630 13080 2530 2480 4860 2480 13080 7630<br />
2480 6360 5940 5940 6360 5000 5000 5000<br />
4096<br />
5704<br />
230 2500 230 815 230 1700 230 1606 400 1610 250<br />
7200<br />
CONCR. STAIRS<br />
LANDING BY ENG.<br />
COVERED WALKWAY<br />
ABOVE<br />
1 ABOVE<br />
ELECTRONIC EVACUATION PANEL<br />
1<br />
2000<br />
CONCR. BEAM BY ENG. ABOVE<br />
SF1.3<br />
CONCR. ROOF ABOVE<br />
2 2<br />
3<br />
1370<br />
2830<br />
7500<br />
RWDP<br />
SF1.19<br />
RWDP<br />
RWDP<br />
SF 1.6<br />
SEE RWDP<br />
4 4<br />
9030<br />
B DATA<br />
CIRCULATION<br />
DB B<br />
1 2<br />
5 3 4 5 6 7 8 9 10 11 12 13 14 1516 17 18 19 20 21<br />
TOTEM POLE<br />
PASSAGE STEPS<br />
5<br />
42850<br />
21360<br />
9030<br />
B<br />
D1-18<br />
B<br />
RWDP<br />
6 SF1.14<br />
SF1-11<br />
6<br />
21490<br />
4800<br />
2x DCP SF1.15<br />
W1.1<br />
2x DCP<br />
CAVITY<br />
B<br />
B<br />
7 FHR & 2x<br />
7<br />
7660<br />
1370<br />
D<br />
301<br />
B<br />
300<br />
C<br />
301<br />
IN-SITU<br />
CONCR.<br />
SEAT<br />
LANDING<br />
IN-SITU CONCR. RAMP<br />
LANDSCAPING<br />
1 2 3<br />
1500<br />
4<br />
LANDSCAPING<br />
IN-SITU CONCR.<br />
WALL BELOW<br />
IN-SITU CONCR. SEAT<br />
IN-SITU CONCR. SEAT<br />
IN-SITU CONCR. SEAT<br />
GALV. STEEL A/C DUCTING BEHIND<br />
ALU. SCREEN ON STEEL STRUCTURE<br />
IN-SITU CONCR. SEAT<br />
IN-SITU CONCR. SEAT<br />
GALV. STEEL<br />
STRUCTURE FOR<br />
CREEPERS OVERHEAD<br />
IN-SITU CONCR. RAMP<br />
LANDSCAPING<br />
SCP<br />
E<br />
302<br />
A<br />
300<br />
PASSAGE STEPS<br />
PASSAGE STEPS<br />
F<br />
302<br />
PASSAGE STEPS<br />
PASSAGE STEPS<br />
21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3<br />
PASSAGE STEPS<br />
PASSAGE<br />
PASSAGE<br />
PASSAGE RAMP<br />
PASSAGE RAMP<br />
PASSAGE RAMP<br />
6<br />
5<br />
4<br />
3<br />
PASSAGE RAMP<br />
2<br />
1<br />
G<br />
303<br />
COVERED<br />
ENTRANCE<br />
TILES<br />
IN-SITU CONCR. SEAT<br />
IN-SITU CONCR. SEAT<br />
H<br />
303<br />
4540 2960<br />
230<br />
2500<br />
230<br />
SHELVES<br />
SERVICES<br />
BUILDING<br />
EXPANSION JOINT<br />
FHR &<br />
2x DPC<br />
MALE<br />
TILES<br />
TOC X 1370.900<br />
RWDP<br />
LANDING BY ENG. LANDSCAPING<br />
LANDING BY ENG.<br />
8 ABOVE<br />
ABOVE<br />
8<br />
TOC X 1370.650<br />
SCP<br />
ACOUSTIC PANELLING<br />
RWDP<br />
SCP<br />
SCP<br />
550<br />
RWDP<br />
20<br />
21 3<br />
R<br />
308<br />
19 18<br />
17<br />
16<br />
ACOUSTIC<br />
PANELLING<br />
15 14 13 12 11 10 9 8<br />
230<br />
1800<br />
300<br />
1800<br />
230<br />
1800<br />
F<br />
302<br />
300<br />
2 1<br />
1 2 3<br />
1 2<br />
3<br />
RAMP<br />
21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3<br />
21 3<br />
350<br />
20<br />
550<br />
19<br />
550<br />
350<br />
RWDP<br />
350<br />
18<br />
17<br />
550<br />
350<br />
16<br />
15<br />
550<br />
350<br />
SF1.17<br />
14<br />
13<br />
12<br />
RAMP<br />
21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3<br />
ACOUSTIC<br />
PANELLING<br />
SF1.16<br />
11<br />
10<br />
9<br />
SCP<br />
8<br />
7<br />
7<br />
6<br />
SCP<br />
6<br />
5<br />
5<br />
4<br />
4<br />
2<br />
2<br />
1<br />
1100<br />
IN-SITU CONCR. SEAT<br />
1<br />
D1-8<br />
1100<br />
1100<br />
2<br />
D1-7<br />
RWDP<br />
SCP<br />
1<br />
2 1<br />
SCP<br />
FIRE<br />
EXIT<br />
LOBBY<br />
FIRE<br />
EXIT D1-7.1<br />
LOBBY<br />
RWDP<br />
LANDSCAPING<br />
SEATING<br />
SCULPTURE<br />
WITH LIGHT<br />
FEATURE<br />
1800<br />
1800<br />
COVERED WALKWAY<br />
ROOF LINE ABOVE<br />
750<br />
230<br />
90.00°<br />
VOID<br />
D1-8.1<br />
1x WHEEL<br />
CHAIRS<br />
1x WHEEL<br />
CHAIRS<br />
90.00°<br />
CONCR. STAIRS<br />
FHR &<br />
2x DCP<br />
LECTURE<br />
ROOM<br />
0-1<br />
VOID<br />
4000<br />
3020<br />
FHR &<br />
RWDP<br />
FIRE STAIR 1<br />
REFER TO SHEET<br />
350 FOR DETAIL<br />
TILES<br />
SF1.18<br />
RWDP<br />
PASSAGE RAMP<br />
REFER TO SHEET 906<br />
FOR BENCH DETAILS<br />
750 230 3020<br />
4000<br />
FIRE STAIR 3<br />
REFER TO SHEET<br />
354 FOR DETAIL<br />
TILES<br />
RWDP<br />
SCP<br />
1x WHEEL<br />
CHAIRS<br />
RWDP<br />
SCP<br />
CONCR. ROOF<br />
LINE ABOVE<br />
TOC X 1370.730<br />
SCP<br />
1x WHEEL<br />
CHAIRS<br />
SHELVES<br />
170 STEP<br />
DOWN<br />
POWDER COATED ALU. Y-PROFILE<br />
LOUVRES FIXED TO STEEL<br />
STRUCTURE<br />
SCP<br />
LANDSCAPING<br />
CONCR. ROOF ABOVE<br />
SCP<br />
SHELVES<br />
REFER TO SHEET 901<br />
FOR INTERIOR<br />
ELEVATIONS & DETAILS<br />
OF LECTURE HALLS<br />
7660<br />
230<br />
1735<br />
115<br />
5350<br />
230<br />
CONCR. UPSTAND<br />
1735<br />
850<br />
115<br />
850<br />
850<br />
1750<br />
850<br />
50<br />
50<br />
50<br />
50<br />
CE<br />
2520<br />
FLOOR<br />
1000 1610<br />
SPRINGS<br />
SANDBLASTED IN-SITU<br />
D1-1<br />
CONCR. BY ENG.<br />
ENTRANCE<br />
ENTRANCE<br />
ENTRANCE<br />
DOORS<br />
FOYER<br />
DOORS<br />
TOC X 1370.850 TOC X 1370.850<br />
RECESSED<br />
TILES<br />
RECESSED<br />
MAT WELL<br />
TOC X 1370.900<br />
MAT WELL<br />
D1-9<br />
FLOOR<br />
SPRINGS<br />
SF1.20 VENDING<br />
VENDING<br />
SF 1.5<br />
MACHING<br />
SF1.21<br />
MACHING<br />
GEORGIAN<br />
WIRE GLASS FHR &<br />
2x DCP<br />
HOLD OPEN<br />
DEVICE & DOOR<br />
B CLOSER<br />
D1-12.1<br />
B<br />
FIRE<br />
EXIT<br />
FLOOR<br />
SPRINGS<br />
1260 300<br />
FALL<br />
RWDP<br />
IE<br />
SCP<br />
2360 600<br />
LECTERN<br />
I<br />
304<br />
TOC X 1370.840<br />
ELECTRONIC<br />
SCREEN<br />
VERTICALLY MOVEABLE<br />
BLACK BOARD<br />
ELECTRONIC<br />
SCREEN<br />
D1-19.2<br />
DISABLED<br />
WC<br />
HWB<br />
1790 115<br />
WC<br />
J<br />
304<br />
SOUND<br />
LOBBY<br />
D1-12<br />
FLOOR<br />
SPRINGS<br />
SOUND<br />
LOBBY<br />
B D1-16.1<br />
ACOUSTIC<br />
PANELLING<br />
FHR &<br />
GEORGIAN 2x DCP<br />
WIRE GLASS<br />
SF1.13<br />
D1-6<br />
W1.4<br />
1500<br />
WC<br />
WC<br />
WC<br />
WC<br />
WC<br />
B<br />
B<br />
B<br />
B<br />
B<br />
B<br />
RWDP<br />
B.O.E. CILL<br />
ACOUSTIC PANELLING<br />
ACOUSTIC PANELLING<br />
230<br />
2100<br />
230<br />
5292<br />
1785<br />
230<br />
3305<br />
DUCT<br />
ACOUSTIC PANELLING<br />
FOYER<br />
LINOLEUM<br />
TOC X 1370.900<br />
FFL X 1370.930<br />
REFER TO SHEET 910<br />
FOR INTERIOR<br />
ELEVATIONS & DETAILS<br />
OF LOBBIES & FOYERS<br />
SOUND DOORS<br />
ACOUSTIC PANELLING<br />
FHR &<br />
2x DCP<br />
FHR &<br />
2x DCP<br />
FEMALE<br />
TILES<br />
TOC X 1370.900<br />
BUILDING<br />
EXPANSION JOINT<br />
10<br />
FOYER<br />
16 9<br />
TILES<br />
17 8<br />
18 7<br />
TOC X 1370.900<br />
6<br />
FFL X 1370.930<br />
5<br />
STAIR 2 4<br />
REFER TO SHEET 3<br />
RECESSED<br />
2<br />
359 FOR DETAIL<br />
MAT WELL<br />
1<br />
1300 1000 1300 250<br />
2070 230<br />
2230 1840<br />
2230<br />
ELECTRONIC<br />
SCREEN<br />
VERTICALLY MOVEABLE<br />
BLACK BOARD<br />
ELECTRONIC<br />
SCREEN<br />
B B DPC, 80Ø B B<br />
D1-19.1<br />
850 HYDRANT<br />
D1-21.1<br />
D1-21.2<br />
D1-19<br />
DISABLED<br />
ALU.<br />
D1-20<br />
D1-21<br />
WC<br />
170 STEP<br />
DIVIDING<br />
HWB<br />
DOWN<br />
STRIP<br />
1500<br />
115 1790<br />
H/D H/D<br />
WC<br />
H/D H/D<br />
WC<br />
HWB<br />
IN-SITU CONCR. SEAT<br />
LIFT<br />
TILES<br />
RWDP<br />
HWB<br />
REFER TO SHEET 920 FOR<br />
ABLUTION BLOCK DETAILS<br />
8x UR<br />
1840 230<br />
7473<br />
18060<br />
230<br />
3305<br />
230<br />
1785<br />
230<br />
5295<br />
2100<br />
RWDP<br />
230<br />
K<br />
305<br />
SCULPTURES ON PODIUM<br />
TOC X 1371.300<br />
1200 4150 1850<br />
B<br />
D1-14<br />
B<br />
D1-16<br />
115 1070<br />
B<br />
B<br />
FAN<br />
DUCT<br />
SCP<br />
SOUND<br />
DOORS<br />
WC<br />
WC<br />
WC<br />
WC<br />
WC<br />
1345<br />
L<br />
305<br />
D1-10 D1-11<br />
SF1.22<br />
LINE OF CONCR. SLAB ABOVE<br />
FALL<br />
SF1.1<br />
SF1.2<br />
TOC X 1370.765<br />
IN-SITU<br />
CONCR. SEAT<br />
STAIR 1<br />
REFER TO SHEET<br />
358 FOR DETAIL<br />
RWDP 15<br />
14<br />
13<br />
12<br />
11<br />
FIRE 10<br />
9<br />
PANEL<br />
8<br />
7<br />
RWDP 6<br />
RWDP<br />
1 2 3 4 5<br />
B<br />
15<br />
14<br />
13<br />
12<br />
11<br />
W1.3 W1.2<br />
CONCR. ROOF LINE ABOVE<br />
LANDSCAPING<br />
IE<br />
M<br />
306<br />
FIRE DOOR<br />
D1-13.1<br />
SOUND<br />
LOBBY<br />
D1-13<br />
SOUND<br />
DOOR<br />
B<br />
D1-15<br />
B<br />
D1-17<br />
SOUND<br />
LOBBY<br />
D1-17.1<br />
HWB<br />
1m HIGH S/STEEL H/RAIL<br />
B<br />
SF1-12<br />
1000 2500 1300<br />
N<br />
306<br />
GEORGIAN<br />
WIRE GLASS<br />
B<br />
B<br />
SF1.4<br />
2960<br />
TOC X 1372.600<br />
GEORGIAN<br />
WIRE GLASS<br />
B.O.E. CILL<br />
D1-5<br />
WC<br />
WC<br />
WC<br />
WC<br />
WC<br />
LECTERN<br />
SHELVES<br />
SERVICES<br />
O<br />
307<br />
SCP SCP SCP<br />
TOC X 1371.300<br />
230 1620<br />
HWB<br />
1200 4150 1850<br />
NEW SEWER CONNECTION<br />
B<br />
B<br />
B<br />
B<br />
B<br />
B<br />
TOC X 1371.780<br />
POWDERCOATED ALU. SHOP<br />
FRONT AS PER SCHEDULE<br />
TOC X 1371.070<br />
300 1260<br />
BRICKWORK UNDER<br />
STAIR SOFFIT<br />
SHELVES<br />
FIRE<br />
ESCAPE<br />
FALL<br />
RWDP<br />
IE<br />
SCP<br />
COVERED<br />
ENTRANCE<br />
TILES<br />
IN-SITU CONCR. SEAT<br />
1x WHEEL<br />
CHAIRS<br />
SHELVES<br />
IN-SITU CONCR. SEAT<br />
FLOOR<br />
SPRINGS<br />
170 STEP<br />
DOWN<br />
CONCR. ROOF<br />
LINE ABOVE<br />
TOC X 1370.730<br />
TOTEM<br />
POLE<br />
P<br />
307<br />
RWDP<br />
FIRE STAIR 2<br />
REFER TO SHEET<br />
352 FOR DETAIL<br />
RWDP<br />
TILES<br />
SF1.7<br />
SCP<br />
PASSAGE RAMP<br />
PASSAGE RAMP<br />
RWDP<br />
CONCR. UPSTAND<br />
SCP<br />
SF1.10<br />
FIRE STAIR 4<br />
REFER TO SHEET<br />
356 FOR DETAIL<br />
TILES<br />
RWDP<br />
LANDSCAPING<br />
1 2 3 4 5 6<br />
TOC X 1371.350<br />
FHR &<br />
2x DCP<br />
PASSAGE RAMP<br />
LECTURE<br />
ROOM<br />
0-2<br />
PASSAGE RAMP<br />
PASSAGE RAMP<br />
FHR &<br />
1 2 3 4 5 6<br />
CONCR. STAIRS<br />
ALU. LOUVRES<br />
VITREX DOOR AND PANELS AS PER<br />
MANUFACTURER'S SPEC.<br />
FAIRFACE IN-SITU CONCR.<br />
COLUMN BY ENG.<br />
SCP<br />
IN-SITU CONCR. SEAT<br />
LANDSCAPING<br />
4000<br />
3020 230 750<br />
90.00°<br />
VOID<br />
D1-2.1<br />
REFER TO SHEET 906<br />
FOR BENCH DETAILS<br />
FIRE<br />
EXIT<br />
LOBBY<br />
PASSAGE<br />
FIRE<br />
D1-4.1 EXIT<br />
LOBBY<br />
VOID<br />
90.00°<br />
3020 230 750<br />
4000<br />
RWDP<br />
SCP<br />
1x WHEEL<br />
CHAIRS<br />
1x WHEEL<br />
CHAIRS<br />
RWDP<br />
D1-2<br />
PASSAGE<br />
RAMP<br />
RAMP<br />
3<br />
3 2 1<br />
1 2<br />
2 1<br />
Q<br />
308<br />
CONCR. STAIRS<br />
LANDING BY ENG.<br />
300 1800 230 1800<br />
TOC X 1371.334<br />
PASSAGE STEPS<br />
PASSAGE STEPS<br />
300 1800 230 1800<br />
TOC X 1370.625<br />
ACOUSTIC<br />
PANELLING<br />
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21<br />
1100<br />
1 2<br />
3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20<br />
PASSAGE STEPS<br />
PASSAGE STEPS<br />
3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20<br />
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21<br />
SCP<br />
D1-4<br />
DUSTBIN &<br />
WATERPOINT<br />
SCP<br />
SCP<br />
SF1.8<br />
ACOUSTIC<br />
PANELLING<br />
TOC X 1370.850 TOC X 1370.650<br />
SCP<br />
SF1.9<br />
TOTEM POLE<br />
550<br />
350<br />
550<br />
350<br />
350<br />
550<br />
RWDP<br />
PASSAGE<br />
550<br />
350<br />
PASSAGE<br />
21<br />
550<br />
350<br />
21<br />
TOC X 1370.650<br />
SCP<br />
ACOUSTIC PANELLING<br />
SEE RWDP<br />
DETAIL<br />
1630<br />
TOTEM POLE<br />
GALV. STEEL STRUCTURE<br />
FOR CREEPERS OVERHEAD<br />
150Ø uPVC RWDP BUILT INTO WALL<br />
CAVITY<br />
NEW<br />
STORMWATER<br />
CATCHPIT(SCP)<br />
DUSTBIN &<br />
WATER POINT<br />
DETAIL<br />
SCP<br />
4187<br />
5674<br />
GALV. STEEL A/C DUCTING BEHIND<br />
ALU. SCREEN ON STEEL STRUCTURE<br />
TOC X 1370.650<br />
IN-SITU CONCR. RAMP<br />
IN-SITU CONCR. RAMP<br />
1488<br />
IN-SITU CONCR.<br />
WALL BELOW<br />
LANDSCAPING<br />
7400<br />
D<br />
301<br />
150Ø uPVC RWDP BUILT INTO WALL<br />
2000<br />
10330<br />
9030<br />
9030<br />
4800<br />
7660<br />
LANDING<br />
21360<br />
21490<br />
42850<br />
TOC X 1370.230<br />
STUDENT<br />
MEDICAL<br />
CENTRE<br />
1371<br />
PROPOSED POSITION<br />
TO PLANT EXISTING<br />
SMALL TREE<br />
3<br />
CAD FILE NAME:<br />
<br />
<br />
<br />
<br />
ARCHITECTURE<br />
<br />
REVISION SCHEDULE<br />
REV DATE DRAWN DESCRIPTION<br />
A 2010-02-22 CM First concept layout.<br />
B 2010-03-04 CM Second concept layout.<br />
C 2010-03-18 CM Entrance foyer/circulation revised.<br />
D 2010-04-22 CM Floor heights revised to contour levels &<br />
floor areas adjusted.<br />
E 2010-04-28 CM Submission <strong>of</strong> SDP to council.<br />
F 2010-05-11 CM Fire stairs adjusted to 1,8m width. Fire wall<br />
for all fire stairs. Fire hydrant position<br />
revised. Stair added & toilet design revised.<br />
G 2010-05-19 CM Toilet block enlarged. Section lines revised.<br />
Refinement <strong>of</strong> alu. louvred screen. Issue to<br />
consultants.<br />
H 2010-06-01 CM Toilet block enlarged. Section lines revised.<br />
Building plan submission.<br />
I 2010-06-09 BDV Refinement <strong>of</strong> concr. columns & beams.<br />
Data & DB rooms adjusted. Issue to<br />
consultants<br />
J 2010-06-22 BDV Add chemical store. Issue to consultants.<br />
K 2010-07-02 BDV Revised disabled toilet layout. Add general<br />
notes. Add plaster strip mesh legend &<br />
indicate on plan. Concr. wall now 250mm.<br />
Issue to QS for bill <strong>of</strong> quantities.<br />
L 2010-07-14 BDV Refinement <strong>of</strong> passage steps & raked<br />
seating in lecture halls. Indicate window &<br />
door numbers. Add electronic evacuation<br />
panel. Refinement <strong>of</strong> fire escape lobby. Add<br />
brickwork under stair 1 s<strong>of</strong>fit. Indicate new<br />
stormwater catchpits. Refinement <strong>of</strong> ablution<br />
block. Issue to consultants.<br />
M 2010-07-20 BDV Indicate services on plan. Concr. lift shaft<br />
now 230 facebrick with concr. columns by<br />
eng. Edit concr. ro<strong>of</strong> above & omit ro<strong>of</strong><br />
canopies. Parts <strong>of</strong> 250mm in-situ<br />
sandblasted concr. wall in lecture halls now<br />
230mm brickwork. Issue to consultants.<br />
N 2010-07-21 BDV Refinement <strong>of</strong> fullbores. Issue to QS<br />
O 2010-08-03 BDV MOVE GRIDLINES C, D, G & H. Brick walls<br />
in lecture halls now cavity walls. 250mm<br />
Concr. wall in lecture halls now brickwork<br />
with conr. columns by eng. Add RWDP &<br />
cavity wall detail plans. Edit levels for<br />
podium at stair 1. Omit D1-21. Edit door<br />
numbers in ablutions block. Refinement <strong>of</strong><br />
niche for fire hydrant in ablution block. Issue<br />
to consultants.<br />
P 2010-08-06 BDV Floor finish in lift now tiles. Add brickwork<br />
under fire stair 1, 2, 3 & 4. Add concr.<br />
upstands in ablution block ducts.<br />
Refinement <strong>of</strong> stair 2 widths. Issue to QS for<br />
bill <strong>of</strong> quantities.<br />
COPYRIGHT RESTS IN THE<br />
UNIVERSITY OF PRETORIA<br />
<br />
<br />
<br />
<br />
<br />
GENERAL NOTES:<br />
OLD<br />
AGRICULTURAL<br />
BUILDING<br />
GROUND FLOOR PLAN - LEVEL 1<br />
SCALE 1:100<br />
ALL LEVELS, DIMENSIONS AND POSITIONS TO BE CHECKED AND VERIFIED BEFORE ANY WORK IS COMMENCED.<br />
ANY ERRORS, DISCREPANCIES OR OMISSIONS TO BE REPORTED TO ARCHITECT IMMEDIATELY.<br />
ALL WORK TO BE IN ACCORDANCE WITH GOOD AND ACCEPTABLE LOCAL BUILDING PRACTICE.<br />
FIGURED DIMENSIONS TO BE TAKEN IN PREFERENCE TO SCALED DIMENSIONS.<br />
THESE DRAWINGS TO BE READ IN ACCORDANCE WITH ENGINEERS AND CONSULTANTS DRAWINGS.<br />
ALL BUILDING BY-LAWS, HEALTH AND FIRE REQUIREMENTS TO BE STRICTLY ADHERED TO.<br />
THE CONTRACTOR WILL BE RESPONSIBLE FOR THE CORRECT SETTING OUT OF WORK. ANY DOUBT AS TO THE<br />
ACCURACY OF BOUNDARY PEGS OR LINES TO BE REPORTED TO ARCHITECT IMMEDIATELY.<br />
FOUNDATION TO BOUNDARY WALLS NOT TO ENCROACH OVER BOUNDARY LINES.<br />
BRICKFORCE REINFORCING TO BE INSTALLED IN SUBSTRUCTURE BRICKWORK EVERY FIVE COURSES.<br />
ANT POISONING UNDER ALL SURFACE BEDS.<br />
CONTRACTOR SHALL TAKE NECESSARY PRECAUTION TO AVOID ANY DAMAGE WHATSOEVER TO EXISTING<br />
BUILDINGS AND FENCES.<br />
A<br />
CORNER / COLUMN PROTECTOR<br />
A. 40 X 40 X 3 NATURAL ANODISED ALUMINIUM ANGLE SILICONED TO<br />
PLASTERED CORNER (LENGTH 2000, UNLESS INDICATED OTHERWISE)<br />
BOTTOM TO FLOOR OR TO TOP OF SKIRTING WHERE SKIRTING PRESENT.<br />
PLASTER STRIP MESH LEGEND<br />
B. 1mm THICK x 150mm WIDE GALVANIZED MENTIS STRIP<br />
MESH 210 (OR SIMILAR & APPROVED) LAID IN PLASTER<br />
ACC. TO MANUFACTURER'S SPEC. AT JOINTS BETWEEN<br />
BRICKWORK & CONCR. COLUMNS. PAINT FINISH OVER.<br />
C. AS FOR ABOVE BUT WITH WALL TILES FINISH OVER.<br />
B<br />
UFFL<br />
FFL<br />
B.E.J.<br />
FD<br />
E.J.<br />
H/D<br />
S/STEEL<br />
RWDP<br />
FHR<br />
UNFINISHED FLOOR LEVEL<br />
FINISHED FLOOR LEVEL<br />
BRICK EXPANSION JONT (SEE DETAIL)<br />
FLOOR DRAIN<br />
EXPANSION JOINT (STRUCTURAL) (SEE DETAIL)<br />
ELECTRIC HAND DRYER<br />
STAINLESS STEEL<br />
RAIN WATER DOWN PIPE<br />
FIRE HOSE REEL<br />
CHEMIE<br />
BUILDING<br />
230600230 3050 230 1950 230740230 3050 230 3050 230600230<br />
BRICKWORK<br />
4300<br />
4300 860<br />
4560 860<br />
WINDOWS<br />
C<br />
830 230 4100 230<br />
D<br />
FINISHES TO ALL DUCTS:<br />
1. FLOOR:<br />
STEEL TROWELLED, CONCRETE SCREED, FALL TO FLOOR<br />
DRAINS<br />
SKIRTINGS:<br />
NONE<br />
WALLS:<br />
SMOOTH PLASTER & PAINT.<br />
CORNICE:<br />
NONE<br />
SOFFIT:<br />
SMOOTH PLASTER & PAINT.<br />
E<br />
4100 230 4100 230 830<br />
CONCR. COLUMNS<br />
14880<br />
ABLUTION BLOCK<br />
F<br />
G<br />
367<br />
270<br />
110<br />
50<br />
110<br />
75<br />
22<br />
H<br />
OUTSIDE<br />
1370<br />
INSIDE<br />
SCALE 1 : 10<br />
LANDSCAPING<br />
110 250 110<br />
75 85<br />
DETAIL PLAN: RWDP & CAVITY WALL<br />
CHEMIE BUILDING<br />
150Ø uPVC RWDP BUILT INTO<br />
WALL CAVITY<br />
FACEBRICK FINISH TO OUTSIDE<br />
PLASTER & PAINT BRICK WALL<br />
I<br />
SOLID TIMBER PANELS ON PINE<br />
BATTERNS FIXED TO WALL WITH<br />
ACOUSTICTREATMENT BETWEEN<br />
WALL & TIMBER<br />
250<br />
95<br />
22<br />
85 165<br />
EXISTING 110Ø<br />
SEWER PIPE<br />
J<br />
OUTSIDE<br />
INSIDE<br />
75 75 10<br />
250<br />
SCP<br />
IN-SITU CONCR. SEAT<br />
150Ø uPVC RWDP BUILT INTO<br />
WALL CAVITY<br />
SANDBLASTED IN-STU<br />
CONCRETE BY ENG.<br />
SOLID TIMBER PANELS ON PINE<br />
BATTERNS FIXED TO WALL WITH<br />
ACOUSTICTREATMENT BETWEEN<br />
WALL & TIMBER<br />
DETAIL PLAN: RWDP & CONCRETE WALL<br />
SCALE 1 : 10<br />
<br />
<br />
<br />
<br />
475/10<br />
<br />
As indicated<br />
<br />
04/22/10<br />
<br />
<br />
100<br />
P<br />
<br />
CM & JM<br />
<br />
BDV<br />
<br />
CM
A<br />
B<br />
C<br />
D<br />
E<br />
F<br />
G<br />
H<br />
I<br />
J<br />
56300<br />
7630 18090 4860 18090 7630<br />
9800<br />
1700 230 2500 230 815 230 230 1606 400 1610 250<br />
1 1<br />
2000<br />
CONCR. BEAM BY ENG. ABOVE<br />
TOC X 1373.850<br />
SF1.3<br />
CONCR. ROOF ABOVE<br />
TOC X 1373.850<br />
2 TILES<br />
2<br />
3<br />
10330<br />
SF1.19<br />
SF2-2<br />
SF 1.6<br />
4 4<br />
42850<br />
9030<br />
B<br />
300<br />
C-<br />
301 ---<br />
250mm SANDBLASTED IN-SITU<br />
CONCR. WALL BY ENG.<br />
GALV. STEEL A/C DUCTING BEHIND<br />
ALU. SCREEN ON STEEL STRUCTURE<br />
GALV. STEEL DUCTING<br />
RWDP<br />
A<br />
300<br />
RWDP<br />
SF1.17<br />
F<br />
302<br />
5930<br />
1800 230 3900<br />
2740<br />
1.15m HIGH FAIRFACE IN-<br />
SITU CONCR. UPSTAND<br />
FIRE STAIR 1<br />
REFER TO SHEET<br />
350 FOR DETAIL<br />
230<br />
1350<br />
230<br />
LECTURE<br />
ROOM<br />
0-1<br />
DOUBLE<br />
VOLUME<br />
1m HIGH S/STEEL H/RAIL<br />
18<br />
19<br />
20<br />
21<br />
22<br />
23<br />
24<br />
25<br />
26<br />
27<br />
28<br />
29<br />
30<br />
31<br />
32<br />
17<br />
16<br />
15<br />
14<br />
13<br />
12<br />
11<br />
1098<br />
50Ø S/STEEL H/RAIL FIXED TO BRICKWORK<br />
90.00°<br />
LANDING<br />
TILES<br />
RWDP<br />
CEILING<br />
VOID<br />
CEILING<br />
VOID<br />
2820<br />
390<br />
230<br />
G<br />
303<br />
230 1800 7990<br />
4000 1730 230<br />
RWDP<br />
LANDING<br />
TOC X 1376.570<br />
TILES<br />
H<br />
303<br />
CONCR. ROOF ABOVE<br />
1.15m HIGH FAIRFACE IN-<br />
SITU CONCR. UPSTAND<br />
230<br />
7650<br />
230<br />
230<br />
2500<br />
230<br />
4540<br />
I<br />
304<br />
BUILDING EXPANSION JOINT<br />
RWDP<br />
J<br />
304<br />
SINK<br />
B<br />
B<br />
D2-5.1<br />
DOUBLE<br />
VOLUME<br />
FOYER<br />
B<br />
DATA<br />
D2-5<br />
STORE<br />
B<br />
5 5<br />
18060<br />
1840<br />
COVERED<br />
ENTRANCE<br />
230<br />
B<br />
B<br />
B<br />
B<br />
B<br />
MECH.<br />
DUCT<br />
LIFT<br />
TILES<br />
FHR &<br />
2x DPC<br />
TOP<br />
1m HIGH S/STEEL H/RAIL<br />
K<br />
305<br />
BRIDGE 1<br />
LINOLEUM<br />
INVIGILATOR'S<br />
RESTROOM<br />
LOUNGE<br />
LINOLEUM<br />
SECURITY<br />
DOOR<br />
1m HIGH S/STEEL H/RAIL<br />
SHELVES<br />
L<br />
305<br />
16<br />
17<br />
18<br />
19<br />
20<br />
21<br />
22<br />
23<br />
24<br />
25<br />
CIRCULATION<br />
MARMOLEUM<br />
TOC 1375.150<br />
FFL X 1375.180<br />
2960 3860 2980<br />
RWDP<br />
POLYCARBONATE SHEETS<br />
SHEETS ON GALV. STEEL STRUCTURE<br />
POWDERCOATED ALU. SHOP<br />
FRONT AS PER SCHEDULE<br />
SF1.20<br />
SCREEN SCREENS SCREEN<br />
TOP<br />
TOP<br />
B<br />
RWDP<br />
B<br />
KITCHENETTE<br />
SF2.1<br />
SF1.2<br />
D2-1<br />
SOUND DOORS<br />
TOC X 1375.150<br />
FFL X 1375.180<br />
1m HIGH S/STEEL H/RAIL<br />
DOUBLE<br />
VOLUME<br />
FOYER<br />
ADMIN<br />
ROOM<br />
LINOLEUM<br />
15<br />
14<br />
30<br />
29<br />
28<br />
27<br />
26<br />
M<br />
306<br />
STAIR 1<br />
TOC X 1373.450<br />
TILES<br />
RWDP<br />
SHELVES<br />
RWDP<br />
RWDP<br />
ALU. DIVIDING<br />
STRIP<br />
D2-2 D2-3 D2-4<br />
B<br />
DB<br />
FALL 5deg<br />
TOP<br />
BUILDING EXPANSION JOINT<br />
CUPB.<br />
RWDP<br />
B<br />
CUPB.<br />
SF 1.5<br />
B<br />
B<br />
B<br />
B<br />
B<br />
N<br />
306<br />
SF1.4<br />
250 2710<br />
1345 2520<br />
O<br />
307<br />
COVERED<br />
ENTRANCE<br />
SANDBLASTED IN-SITU<br />
CONCR. BY ENG.<br />
P<br />
307<br />
7990<br />
230 1730 4000 1800 230<br />
1.15m HIGH FAIRFACE IN-<br />
SITU CONCR. UPSTAND<br />
18<br />
19<br />
20<br />
21<br />
22<br />
23<br />
24<br />
25<br />
26<br />
27<br />
28<br />
29<br />
30<br />
31<br />
32<br />
33<br />
RWDP<br />
34<br />
35<br />
36<br />
37<br />
LANDING<br />
TOC X 1376.570<br />
TILES<br />
COVERED WALKWAY<br />
ROOF LINE<br />
390<br />
230<br />
1m HIGH S/STEEL H/RAIL<br />
13<br />
14<br />
15<br />
16<br />
17<br />
12<br />
11<br />
10<br />
9<br />
8<br />
CEILING<br />
VOID<br />
LANDING<br />
CEILING<br />
VOID<br />
RWDP<br />
FIRE STAIR 2<br />
REFER TO SHEET<br />
352 FOR DETAIL<br />
1.15m HIGH FAIRFACE IN-<br />
SITU CONCR. UPSTAND<br />
90.00°<br />
2820 230 1350 230 2740<br />
LECTURE<br />
ROOM<br />
0-2<br />
DOUBLE<br />
VOLUME<br />
Q<br />
308<br />
5930<br />
1800 300 1800 230 1800<br />
SF1.8<br />
REFER TO SHEET 100<br />
FOR RWDP DETAIL<br />
GALV. STEEL DUCTING<br />
GALV. STEEL STRUCTURE<br />
FOR CREEPERS<br />
150Ø uPVC RWDP BUILT<br />
INTO WALL CAVITY<br />
GALV. STEEL A/C DUCTING BEHIND<br />
ALU. SCREEN ON STEEL STRUCTURE<br />
B<br />
300<br />
2000<br />
10330<br />
9030<br />
42850<br />
REVISION SCHEDULE<br />
DRAWN DESCRIPTION<br />
REV DATE<br />
A 2010-03-18 CM new intermediate floor Proposed for <strong>of</strong>fices.<br />
B 2010-04-22 CM Floor heights revised to contour levels &<br />
floor areas adjusted.<br />
C 2010-04-28 CM Submission <strong>of</strong> SDP to council.<br />
D 2010-05-07 CM Fire stair added, all fire escapes adjusted to<br />
1,8m width. Toilet block enlarged, see grid<br />
lines.<br />
E 2010-05-11 CM Fire stairs adjusted to 1,8m width. Fire wall<br />
for all fire stairs. Fire hydrant position<br />
revised. Stair added & toilet design revised.<br />
F 2010-05-19 CM Toilet block enlarged. Refinement <strong>of</strong> alu.<br />
louvred screen. Issue to consultants.<br />
G 2010-06-01 CM Building plan submission.<br />
H 2010-06-22 BDV Issue to consultants.<br />
I 2010-07-02 BDV Revised disabled toilet layout. Add plaster<br />
strip mesh legend & indicate on plan. Concr.<br />
wall now 250mm. Issue to QS for bill <strong>of</strong><br />
quantities.<br />
J 2010-07-20 BDV Indicate window & door numbers. Concr. lift<br />
shaft now 230 facebrick with concr. columns<br />
by eng. Refinement <strong>of</strong> ablution block. Edit<br />
concr. ro<strong>of</strong> above & omit ro<strong>of</strong> canopies. 2m<br />
high concr. upstand now 1.15m. Parts <strong>of</strong><br />
250mm in-situ sandblasted concr. wall in<br />
lecture halls now 230mm brickwork. Issue to<br />
consultants.<br />
K 2010-08-03 BDV MOVE GRIDLINES C, D, G & H.Brick walls<br />
in lecture halls now cavity walls. 250mm<br />
Concr. wall in lecture halls now brickwork<br />
with conr. columns by eng. D2-5, D2-6 &<br />
D2-7 now single doors. Bridge now 1850<br />
wide. Move D2-12 to male toilets.<br />
Refinement <strong>of</strong> male toilets. Omit D2-13.<br />
Refinement <strong>of</strong> niche for fire hydrant in<br />
ablution block. Edit door numbers in<br />
ablutions block. Issue to consultants.<br />
L 2010-08-06 BDV Floor finish in lift now tiles. Add concr.<br />
upstands in ablution block ducts.<br />
Refinement <strong>of</strong> stair 2 widths. Issue to QS for<br />
bill <strong>of</strong> quantities.<br />
B<br />
B<br />
9030<br />
6 SF1.14<br />
B<br />
SF1-11<br />
6<br />
4800<br />
W2.6<br />
CEILING<br />
B<br />
B<br />
CEILING<br />
7 VOID<br />
600<br />
VOID<br />
7<br />
7660<br />
230<br />
1735<br />
115<br />
5350<br />
D<br />
301<br />
E<br />
11<br />
1098<br />
12<br />
13<br />
14<br />
15<br />
16<br />
17<br />
CEILING<br />
VOID<br />
18<br />
19<br />
20<br />
21<br />
22<br />
23<br />
24<br />
25<br />
26<br />
27<br />
28<br />
29<br />
30<br />
31<br />
32<br />
SERVICES<br />
D2-9.1<br />
B<br />
DISABLED<br />
WC<br />
STORE<br />
ROOM<br />
CONCRETE<br />
SERVER<br />
ROOM<br />
LINOLEUM<br />
TOC X 1375.150<br />
FFL X 1375.180<br />
DOUBLE<br />
VOLUME<br />
FOYER<br />
MALE<br />
RWDP<br />
8 302<br />
8<br />
230<br />
150Ø uPVC RWDP BUILT<br />
INTO WALL CAVITY<br />
REFER TO SHEET 100<br />
FOR RWDP DETAIL<br />
GALV. STEEL STRUCTURE<br />
FOR CREEPERS<br />
R<br />
308<br />
SF1.16<br />
230<br />
1800<br />
300<br />
1800<br />
2740 230 1350 230 2820 230490<br />
1.15m HIGH FAIRFACE IN-<br />
SITU CONCR. UPSTAND<br />
90.00°<br />
FIRE STAIR 3<br />
REFER TO SHEET<br />
354 FOR DETAIL<br />
RWDP<br />
LANDING<br />
TOC X 1373.850<br />
TILES<br />
34<br />
35<br />
36<br />
37<br />
1m HIGH S/STEEL H/RAIL<br />
LANDING<br />
TOC X 1376.570<br />
TILES<br />
RWDP<br />
230 1800 4000 1830 230<br />
8090<br />
33<br />
CONCR. ROOF ABOVE<br />
1.15m HIGH FAIRFACE IN-<br />
SITU CONCR. UPSTAND<br />
7650<br />
230<br />
170 STEP<br />
DOWN<br />
TOC X 1374.980<br />
CONCR. UPSTAND<br />
POWDER COATED ALU. Y-PROFILE<br />
LOUVRES FIXED TO STEEL<br />
STRUCTURE<br />
7660<br />
FAIRFACE IN-SITU CONCR.<br />
COLUMN BY ENG.<br />
230<br />
1735<br />
115<br />
5350<br />
230<br />
1260 300<br />
FALL<br />
RWDP<br />
W2.5<br />
B<br />
B<br />
B<br />
SF1.13<br />
SHELVES<br />
1060 1790 115<br />
TOC X 1375.150<br />
B.O.E.<br />
CILL<br />
SHELVES<br />
D2-9<br />
1000<br />
D2-10<br />
RWDP<br />
B<br />
1m HIGH S/STEEL H/RAIL<br />
PASSAGE<br />
DUCT<br />
FAN<br />
DUCT<br />
LINOLEUM<br />
BRIDGE 2<br />
TILES<br />
1m HIGH S/STEEL H/RAIL<br />
TECHNICIAN<br />
OFFICE<br />
LINOLEUM<br />
D2-6<br />
STORE<br />
ROOM<br />
FIRE<br />
LINOLEUM<br />
DOOR<br />
3490 1300 1000 1300<br />
B B<br />
B B<br />
LOBBY<br />
FHR & 2x LOBBY<br />
TILES<br />
DPC, 80Ø TILES<br />
HYDRANT<br />
D2-13<br />
D2-11<br />
D2-12 H/D<br />
TILES<br />
TOC X 1375.150<br />
UR<br />
W2.4<br />
4800<br />
WC<br />
H/D<br />
HWB<br />
RWDP<br />
FALL<br />
D2-8<br />
FLOOR<br />
SPRING<br />
2230 1510 1840<br />
430<br />
115<br />
HWB<br />
WC<br />
WC<br />
SHELVES<br />
CONCR. ROOF LINE ABOVE<br />
D2-7<br />
RWDP<br />
15<br />
14<br />
13<br />
12<br />
11<br />
16<br />
17<br />
18<br />
19<br />
20<br />
21<br />
22<br />
23<br />
24<br />
25<br />
FEMALE<br />
TILES<br />
TOC X 1375.150<br />
SHELVES<br />
SHELVES<br />
10<br />
9<br />
30<br />
29<br />
28<br />
27<br />
26<br />
STAIR 2<br />
TOC X 1375.150<br />
FFL X 1375.180<br />
1900<br />
LOCKERS<br />
1000 115<br />
TOP<br />
1300<br />
SHELVES<br />
B<br />
D2-14 D2-14.1<br />
44<br />
CLEANING<br />
EQUIPMENT<br />
ROOM<br />
10 m²<br />
TILES<br />
D2-14.2<br />
STAFF<br />
WASH<br />
UP<br />
TILES<br />
SF1-12<br />
TOC X 1372.600<br />
SHELVES<br />
HWB<br />
D2-14.4<br />
BENCH<br />
D2-14.3<br />
WC<br />
SHELVES<br />
SERVICES<br />
W2.1<br />
FALL<br />
RWDP<br />
W2.3 B.O.E. W2.2<br />
CILL<br />
1300 480 1000<br />
115 115<br />
VITREX DOOR AND PANELS AS PER<br />
MANUFACTURER'S SPEC.<br />
B<br />
B<br />
B<br />
1300<br />
2250<br />
1250<br />
SH<br />
230<br />
3455<br />
115<br />
2400<br />
860<br />
1000 230<br />
2600<br />
230<br />
170 STEP<br />
DOWN<br />
CONCR. ROOF ABOVE<br />
1.15m HIGH FAIRFACE IN-<br />
SITU CONCR. UPSTAND<br />
LANDING<br />
TOC X 1376.570<br />
TILES<br />
RWDP<br />
390230 2820 230 1350 230 2740<br />
33<br />
32<br />
31<br />
30<br />
29<br />
28<br />
27<br />
26<br />
25<br />
24<br />
23<br />
22<br />
21<br />
20<br />
19<br />
18<br />
1m HIGH S/STEEL H/RAIL<br />
CEILING<br />
VOID<br />
10 98<br />
11<br />
12<br />
13<br />
14<br />
15<br />
16<br />
17<br />
230 1730 4000 7990<br />
1800 230<br />
TOC X 1374.980<br />
CONCR. UPSTAND<br />
POWDER COATED ALU. Y-PROFILE<br />
LOUVRES FIXED TO STEEL<br />
STRUCTURE<br />
RWDP<br />
LANDING<br />
TOC X 1373.850<br />
TILES<br />
90.00°<br />
1800<br />
1.15m HIGH FAIRFACE IN-<br />
SITU CONCR. UPSTAND<br />
FIRE STAIR 4<br />
REFER TO SHEET<br />
356 FOR DETAIL<br />
300<br />
1800<br />
230<br />
5930<br />
1800<br />
SF1.9<br />
RWDP<br />
RWDP<br />
D<br />
301<br />
230<br />
3455<br />
115<br />
2400<br />
230<br />
9030<br />
4800<br />
7660<br />
CAD FILE NAME:<br />
<br />
COPYRIGHT RESTS IN THE<br />
UNIVERSITY OF PRETORIA<br />
<br />
<br />
<br />
ARCHITECTURE<br />
<br />
F<br />
302<br />
G<br />
303<br />
H<br />
I J<br />
K<br />
L<br />
M N<br />
O<br />
303 304 304<br />
305 305<br />
306 306 307<br />
600<br />
3010 230 1990 230 740 230 3090 230 1300 480 1000 600<br />
230 230<br />
BRICKWORK<br />
115 115 230 230<br />
830<br />
830 5690<br />
740 6790<br />
DUCT<br />
1060 850 2390 860 4560 860 2390 850 1060<br />
P<br />
307<br />
Q<br />
308<br />
<br />
<br />
<br />
<br />
<br />
7630 13080 2530 2480<br />
14880<br />
ABLUTION BLOCK<br />
4860 2480 2530 13080 7630<br />
GRIDLINES<br />
<br />
<br />
A<br />
B<br />
C<br />
D<br />
E<br />
56300<br />
F<br />
G<br />
H<br />
I<br />
J<br />
<br />
<br />
3 TOC INTERMEDIATE FLOOR PLAN<br />
SCALE 1 : 100<br />
CORNER / COLUMN PROTECTOR<br />
A. 40 X 40 X 3 NATURAL ANODISED ALUMINIUM ANGLE SILICONED TO<br />
PLASTERED CORNER (LENGTH 2000, UNLESS INDICATED OTHERWISE)<br />
BOTTOM TO FLOOR OR TO TOP OF SKIRTING WHERE SKIRTING PRESENT.<br />
FINISHES TO ALL DUCTS:<br />
1. FLOOR:<br />
STEEL TROWELLED, CONCRETE SCREED, FALL TO FLOOR<br />
DRAINS<br />
SKIRTINGS:<br />
NONE<br />
<br />
475/10<br />
<br />
As indicated<br />
<br />
CM & JM<br />
<br />
BDV<br />
PLASTER STRIP MESH LEGEND<br />
B. 1mm THICK x 150mm WIDE GALVANIZED MENTIS STRIP<br />
MESH 210 (OR SIMILAR & APPROVED) LAID IN PLASTER<br />
ACC. TO MANUFACTURER'S SPEC. AT JOINTS BETWEEN<br />
BRICKWORK & CONCR. COLUMNS. PAINT FINISH OVER.<br />
C. AS FOR ABOVE BUT WITH WALL TILES FINISH OVER.<br />
WALLS:<br />
SMOOTH PLASTER & PAINT.<br />
CORNICE:<br />
NONE<br />
SOFFIT:<br />
SMOOTH PLASTER & PAINT.<br />
<br />
04/26/10<br />
<br />
<br />
102<br />
L<br />
<br />
CM
A<br />
B<br />
C<br />
D<br />
E<br />
F<br />
G<br />
H<br />
I<br />
J<br />
56300<br />
7630 18090 4860 18090 7630<br />
230 2500 230 815 230 1700 230 1606 400 1610 250<br />
F<br />
302<br />
G<br />
303<br />
H<br />
303<br />
I<br />
304<br />
J<br />
304<br />
K<br />
305<br />
L<br />
305<br />
M<br />
306<br />
N<br />
306<br />
O<br />
307<br />
P<br />
307<br />
Q<br />
308<br />
FRONT AS PER SCHEDULE<br />
1 A<br />
1<br />
TOC X 1378.950<br />
CONCR. BEAM BY ENG. ABOVE<br />
SF1.3<br />
CONCR. ROOF ABOVE<br />
TOC X 1378.950<br />
2 TILES<br />
2<br />
3<br />
SHELVES<br />
SHELVES<br />
RWDP<br />
RWDP SF 1.6<br />
4 4<br />
B<br />
B<br />
1 2<br />
PASSAGE STEPS<br />
PASSAGE RAMP<br />
5 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21<br />
PASSAGE RAMP<br />
PASSAGE STEPS<br />
5<br />
42850<br />
2000<br />
10330<br />
9030<br />
9030<br />
B<br />
B<br />
6 SF3.8<br />
6<br />
4800<br />
2x DCP<br />
DOWN<br />
230<br />
B<br />
B<br />
W3.1<br />
2x DCP<br />
7 REFER TO SHEET 100<br />
7<br />
7660<br />
230<br />
B<br />
300<br />
C-<br />
301 ---<br />
D<br />
301<br />
250mm SANDBLASTED IN-SITU<br />
CONCR. WALL BY ENG.<br />
150Ø uPVC RWDP BUILT<br />
INTO WALL CAVITY<br />
GALV. STEEL A/C DUCTING BEHIND ALU.<br />
SCREEN ON STEEL STRUCTURE<br />
FOR RWDP DETAIL<br />
GALV. STEEL STRUCTURE<br />
FOR CREEPERS BELOW<br />
GALV. STEEL DUCTING<br />
GALV. STEEL DUCTING<br />
E<br />
300<br />
RWDP<br />
ACOUSTIC PANELLING<br />
PASSAGE<br />
PASSAGE<br />
ACOUSTIC<br />
PANELLING<br />
1800<br />
5930<br />
1800<br />
230<br />
PASSAGE STEPS<br />
21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3<br />
20<br />
19 18<br />
17<br />
PASSAGE STEPS<br />
21 3<br />
ACOUSTIC<br />
PANELLING<br />
300<br />
1800<br />
5930<br />
230 1800 300 1800<br />
FIRE STAIR 1<br />
REFER TO SHEET<br />
350 FOR DETAIL<br />
1.15m HIGH FAIRFACE IN-<br />
SITU CONCR. UPSTAND<br />
21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3<br />
21 3<br />
550<br />
350<br />
RWDP<br />
550<br />
350<br />
20<br />
550<br />
350<br />
19 18<br />
17<br />
550<br />
350<br />
16<br />
16<br />
15 14 13 12 11 10<br />
15 14 13 12 11 10 9 8<br />
550<br />
350<br />
PASSAGE STEPS<br />
2 1<br />
PASSAGE<br />
PASSAGE STEPS<br />
21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3<br />
SF3-10<br />
900 4625<br />
SF3.11<br />
9<br />
1m HIGH<br />
S/STEEL H/RAIL<br />
8<br />
7<br />
7<br />
6<br />
6<br />
5<br />
5<br />
4<br />
4<br />
2<br />
2<br />
1100<br />
1<br />
1<br />
1.15m HIGH FAIRFACE IN-<br />
SITU CONCR. UPSTAND<br />
1100<br />
D3-4<br />
1100<br />
D3-3<br />
1m HIGH<br />
S/STEEL H/RAIL<br />
PASSAGE<br />
FIRE STAIR 3<br />
REFER TO SHEET<br />
354 FOR DETAIL<br />
230<br />
1m HIGH S/STEEL H/RAIL<br />
LANDING<br />
2<br />
RWDP<br />
1<br />
2 1<br />
RWDP<br />
18<br />
19<br />
20<br />
21<br />
22<br />
23<br />
24<br />
25<br />
47<br />
46<br />
45<br />
44<br />
43<br />
42<br />
41<br />
D3-3.1<br />
FIRE<br />
EXIT<br />
LOBBY<br />
35<br />
34<br />
36<br />
37<br />
38<br />
39<br />
40<br />
41<br />
42<br />
43<br />
44<br />
45<br />
46<br />
47<br />
18<br />
19<br />
20<br />
21<br />
22<br />
23<br />
24<br />
25<br />
26<br />
27<br />
28<br />
29<br />
30<br />
31<br />
32<br />
33<br />
LANDING<br />
TOC X 1378.950<br />
TILES<br />
40<br />
26<br />
27<br />
28<br />
29<br />
30<br />
31<br />
32<br />
33<br />
39<br />
38<br />
37<br />
36<br />
35<br />
34<br />
7990<br />
7530<br />
PASSAGE RAMP<br />
PASSAGE RAMP<br />
PASSAGE RAMP<br />
FHR &<br />
1m HIGH S/STEEL H/RAIL<br />
RWDP<br />
LANDING<br />
TOC X 1376.570<br />
FIRE<br />
TILES<br />
EXIT D3-4.1<br />
LOBBY<br />
HOLD OPEN<br />
DEVICE & DOOR<br />
CLOSER<br />
FHR &<br />
2x DCP SF3.12<br />
1800<br />
1800<br />
1800<br />
1x WHEEL<br />
CHAIR<br />
1x WHEEL<br />
CHAIR<br />
4000<br />
LECTURE<br />
ROOM 1-1<br />
REFER TO SHEET 901<br />
FOR INTERIOR<br />
ELEVATIONS & DETAILS<br />
OF LECTURE HALLS<br />
REFER TO SHEET 906<br />
FOR BENCH DETAILS<br />
RWDP<br />
PASSAGE RAMP<br />
RWDP<br />
SF3.9<br />
LANDING<br />
TOC X 1376.570<br />
TILES<br />
RWDP<br />
1730<br />
1.15m HIGH FAIRFACE IN-<br />
SITU CONCR. UPSTAND<br />
1x WHEEL<br />
CHAIR<br />
1x WHEEL<br />
CHAIR<br />
CONCR. ROOF ABOVE<br />
1.15m HIGH FAIRFACE IN-<br />
SITU CONCR. UPSTAND<br />
230<br />
COVERED<br />
ENTRANCE<br />
LIFT<br />
LECTURE<br />
B<br />
LIGHT<br />
CIRCULATION<br />
LIGHT B<br />
LECTURE<br />
ROOM<br />
SHAFT<br />
SHAFT<br />
ROOM<br />
OVER<br />
FOYER<br />
OVER<br />
1-1<br />
LINOLEUM<br />
1-2<br />
LINOLEUM<br />
TOC X 1378.550<br />
LINOLEUM<br />
TOC X 1378.550 FFL X 1378.580<br />
TOC X 1378.550<br />
B<br />
B<br />
DATA D3-9 D3-10<br />
B<br />
DB B<br />
SHELVES<br />
SERVICES<br />
ELECTRONIC<br />
SCREEN<br />
VERTICALLY MOVEABLE<br />
BLACK BOARD<br />
ELECTRONIC<br />
SCREEN<br />
BUILDING EXPANSION JOINT<br />
FHR &<br />
2x DCP<br />
DOUBLE<br />
VOLUME<br />
DOUBLE<br />
VOLUME<br />
HOLD OPEN<br />
DEVICE & DOOR<br />
B CLOSER<br />
D3-7.1<br />
B<br />
SOUND<br />
LOBBY<br />
D3-7<br />
LIGHT<br />
SHAFT<br />
OVER<br />
FHR &<br />
2x DCP<br />
MALE<br />
TILES<br />
TOC X 1378.550<br />
RWDP<br />
RWDP<br />
8 302<br />
8<br />
1800 4000 1830 230<br />
8090<br />
VITREX DOOR AND PANELS AS PER<br />
MANUFACTURER'S SPEC.<br />
CONCR. ROOF ABOVE<br />
170 STEP<br />
TOC X 1378.380<br />
CONCR. UPSTAND<br />
ALU. LOUVRES<br />
7660<br />
TOC X 1378.720<br />
230<br />
1735<br />
115<br />
5350<br />
230<br />
1m HIGH S/STEEL H/RAIL<br />
1m HIGH S/STEEL H/RAIL<br />
ACOUSTIC PANELLING<br />
230 1785 230 2100<br />
5288<br />
ACOUSTIC PANELLING<br />
2100 230 1785 230<br />
5266<br />
HWB<br />
REFER TO SHEET 920 FOR<br />
ABLUTION BLOCK DETAILS<br />
8x UR<br />
FHR &<br />
2x DPC<br />
ENTRANCE<br />
FOYER<br />
DUCT<br />
FAN<br />
DUCT<br />
TILES<br />
TOC X 1378.550<br />
FFL X 1378.580<br />
SOUND DOORS<br />
S/STEEL H/RAIL<br />
ACOUSTIC PANELLING<br />
ACOUSTIC PANELLING<br />
DOUBLE<br />
VOLUME<br />
DOUBLE<br />
VOLUME<br />
FHR &<br />
2x DCP<br />
CLASS B<br />
FIRE DOOR<br />
D3-8.1<br />
SOUND DOOR<br />
LIGHT<br />
SHAFT<br />
OVER<br />
FHR &<br />
2x DCP<br />
B<br />
B B<br />
B B<br />
B<br />
D3-14.2<br />
D3-17.2<br />
D3-14.1<br />
D3-14<br />
DISABLED<br />
FHR & 2x DPC, D3-16 D3-16.1<br />
850<br />
DISABLED<br />
TILES<br />
80Ø HYDRANT<br />
TILES<br />
WC HWB<br />
D3-15<br />
HWB WC<br />
170 STEP<br />
1790 115 DOWN<br />
115 1790<br />
H/D H/D H/D H/D<br />
WC<br />
WC<br />
WC<br />
1500 1500<br />
1500<br />
WC<br />
WC<br />
WC<br />
WC<br />
WC<br />
SOUND<br />
LOBBY<br />
RWDP<br />
230<br />
3305<br />
1840 230<br />
7506<br />
18060<br />
230<br />
3305<br />
230<br />
FOYER<br />
WC<br />
WC<br />
WC<br />
WC<br />
STAIR 1<br />
LANDING<br />
TOC X 1376.850<br />
RWDP 35<br />
34<br />
36<br />
37<br />
38<br />
39 50<br />
40<br />
40<br />
39<br />
38<br />
37<br />
36<br />
44<br />
TILES<br />
45 30<br />
29<br />
TOC X 1378.550<br />
28<br />
FFL X 1378.580<br />
27<br />
1260 300 26<br />
300 1260<br />
140 1300 1000 1300 250<br />
FALL<br />
RWDP<br />
GEORGIAN<br />
WIRE GLASS<br />
LECTERN<br />
230<br />
2960<br />
2500<br />
230<br />
GEORGIAN<br />
WIRE GLASS<br />
W3.4<br />
SF1.13<br />
B<br />
POWDERCOATED ALU. SHOP<br />
RWDP<br />
SF1.20<br />
4540<br />
SF1.13<br />
B<br />
B<br />
B<br />
B<br />
4800<br />
1200 4150 1850<br />
B.O.E. CILL<br />
TILES<br />
HWB<br />
B<br />
D3-11<br />
D3-11.1<br />
RWDP<br />
B<br />
B<br />
SF3.13<br />
SF3.1<br />
SOUND DOORS<br />
SCP<br />
SF1.2<br />
D3.13<br />
WC<br />
1m HIGH S/STEEL H/RAIL<br />
SF3.14<br />
D3-5 D3-6<br />
FALL<br />
41<br />
42<br />
43<br />
44<br />
45<br />
RWDP<br />
41<br />
42<br />
43<br />
49<br />
48<br />
47<br />
46<br />
RWDP<br />
TOC X 1378.550<br />
1m HIGH S/STEEL H/RAIL<br />
B<br />
REFER TO SHEET 910<br />
FOR INTERIOR<br />
ELEVATIONS & DETAILS<br />
OF LOBBIES & FOYERS<br />
2300<br />
2500<br />
3990 1840<br />
115 1070<br />
230<br />
STAIR 2<br />
HWB<br />
SOUND<br />
LOBBY<br />
D3-8<br />
B<br />
D3-12<br />
SOUND<br />
LOBBY<br />
D3-12.1<br />
35<br />
34<br />
33<br />
32<br />
31<br />
HWB<br />
FEMALE<br />
TILES<br />
TOC X 1378.550<br />
W3.3 W3.2<br />
CONCR. ROOF LINE ABOVE<br />
RWDP<br />
S/STEEL H/RAIL<br />
BUILDING EXPANSION JOINT<br />
SF 1.5<br />
1850<br />
4150<br />
1200<br />
B<br />
B<br />
B<br />
SF1.4<br />
GEORGIAN<br />
WIRE GLASS<br />
ELECTRONIC<br />
SCREEN<br />
B<br />
B<br />
B<br />
VERTICALLY MOVEABLE<br />
BLACK BOARD<br />
ELECTRONIC<br />
SCREEN<br />
B<br />
TOC X 1376.850<br />
GEORGIAN<br />
WIRE GLASS<br />
SF3.7<br />
1250 2250 1300<br />
SF1.12<br />
B.O.E. CILL<br />
WC<br />
WC<br />
WC<br />
WC<br />
WC<br />
LECTERN<br />
SERVICES<br />
COVERED<br />
ENTRANCE<br />
SANDBLASTED IN-SITU<br />
CONCR. BY ENG.<br />
TOC X 1378.720<br />
FALL<br />
RWDP<br />
7990<br />
230 7530 230<br />
1730<br />
SHELVES<br />
1.15m HIGH FAIRFACE IN-<br />
SITU CONCR. UPSTAND<br />
1x WHEEL<br />
CHAIR<br />
170 STEP<br />
DOWN<br />
CONCR. ROOF ABOVE<br />
18<br />
19<br />
20<br />
21<br />
22<br />
23<br />
24<br />
25<br />
26<br />
27<br />
28<br />
29<br />
30<br />
31<br />
32<br />
33<br />
41<br />
42<br />
43<br />
44<br />
45<br />
46<br />
47<br />
36<br />
37<br />
38<br />
39<br />
40<br />
35<br />
34<br />
LANDING<br />
TOC X 1376.570<br />
TILES<br />
PASSAGE RAMP<br />
PASSAGE RAMP<br />
1.15m HIGH FAIRFACE IN-<br />
SITU CONCR. UPSTAND<br />
RWDP<br />
RWDP<br />
SF3.6<br />
3750<br />
RWDP<br />
SF3.5<br />
LANDING<br />
TOC X 1376.570<br />
TILES<br />
RWDP<br />
FHR &<br />
2x DCP<br />
PASSAGE RAMP<br />
PASSAGE RAMP<br />
FHR &<br />
34<br />
35<br />
36<br />
37<br />
38<br />
39<br />
33<br />
32<br />
31<br />
30<br />
29<br />
28<br />
27<br />
26<br />
FIRE<br />
EXIT<br />
D3-1.1 LOBBY<br />
FIRE DOOR<br />
40<br />
2050<br />
41<br />
42<br />
43<br />
44<br />
45<br />
46<br />
47<br />
25<br />
24<br />
23<br />
22<br />
21<br />
20<br />
19<br />
18<br />
FIRE STAIR 2<br />
REFER TO SHEET<br />
352 FOR DETAIL<br />
PASSAGE<br />
FIRE<br />
D3-2.1 EXIT<br />
LOBBY<br />
LANDING<br />
230 1730 4000 7990<br />
1800 230<br />
TOC X 1378.380<br />
CONCR. UPSTAND<br />
POWDER COATED ALU. Y-PROFILE<br />
LOUVRES FIXED TO STEEL<br />
STRUCTURE<br />
1m HIGH S/STEEL H/RAIL<br />
1m HIGH S/STEEL H/RAIL<br />
LECTURE<br />
ROOM 1-2<br />
REFER TO SHEET 901<br />
FOR INTERIOR<br />
ELEVATIONS & DETAILS<br />
OF LECTURE HALLS<br />
REFER TO SHEET 906<br />
FOR BENCH DETAILS<br />
1800<br />
1800<br />
TILES<br />
RWDP<br />
1x WHEEL<br />
CHAIR<br />
1x WHEEL<br />
CHAIR<br />
PASSAGE<br />
FIRE STAIR 4<br />
REFER TO SHEET<br />
356 FOR DETAIL<br />
RWDP<br />
LANDING<br />
TOC X 1378.950<br />
TILES<br />
1.15m HIGH FAIRFACE IN-<br />
SITU CONCR. UPSTAND<br />
SOUND<br />
DOOR<br />
D3-1<br />
1 2<br />
1.15m HIGH FAIRFACE IN-<br />
SITU CONCR. UPSTAND<br />
5930<br />
1800 300 1800 230 1800<br />
PASSAGE STEPS<br />
PASSAGE STEPS<br />
1800 5930<br />
230 1800<br />
4627<br />
4626<br />
ACOUSTIC<br />
PANELLING<br />
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21<br />
1100<br />
1100<br />
PASSAGE STEPS<br />
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 18 19 17 16 20<br />
PASSAGE STEPS<br />
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21<br />
D3-2<br />
1100<br />
1m HIGH<br />
S/STEEL H/RAIL<br />
1m HIGH<br />
S/STEEL H/RAIL<br />
SF3-4<br />
ACOUSTIC<br />
PANELLING<br />
900<br />
3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20<br />
SF3-5<br />
900<br />
550<br />
350<br />
550<br />
350<br />
550<br />
350<br />
PASSAGE<br />
PASSAGE<br />
550<br />
350<br />
RWDP<br />
21<br />
550<br />
350<br />
21<br />
REFER TO SHEET 100<br />
FOR RWDP DETAIL<br />
ACOUSTIC PANELLING<br />
RWDP<br />
GALV. STEEL DUCTING<br />
GALV. STEEL STRUCTURE<br />
FOR CREEPERS BELOW<br />
150Ø uPVC RWDP BUILT<br />
INTO WALL CAVITY<br />
GALV. STEEL DUCTING<br />
GALV. STEEL A/C DUCTING BEHIND ALU.<br />
SCREEN ON STEEL STRUCTURE<br />
250mm SANDBLASTED IN-SITU<br />
CONCR. WALL BY ENG.<br />
C-<br />
301 ---<br />
D<br />
301<br />
42850<br />
2000<br />
10330<br />
9030<br />
9030<br />
4800<br />
7660<br />
CAD FILE NAME:<br />
<br />
COPYRIGHT RESTS IN THE<br />
UNIVERSITY OF PRETORIA<br />
<br />
REVISION SCHEDULE<br />
REV DATE DRAWN DESCRIPTION<br />
A 2010-02-22 CM First concept layout.<br />
B 2010-03-02 CM Lecture hall seating layout based on<br />
Groenklo<strong>of</strong> lecture hall.<br />
C 2010-03-18 CM Entrance foyer/circulation revised.<br />
D 2010-04-22 CM Floor heights revised to contour levels &<br />
floor areas adjusted. All lecture halls = 602<br />
seats.<br />
E 2010-04-28 CM Submission <strong>of</strong> SDP to council.<br />
F 2010-05-11 CM Fire stairs adjusted to 1,8m width. Fire wall<br />
for all fire stairs. Fire hydrant position<br />
revised. Stair added & toilet design revised.<br />
G 2010-05-19 CM Toilet block enlarged. Section lines revised.<br />
Refinement <strong>of</strong> alu. louvred screen. Issue to<br />
consultants.<br />
H 2010-06-01 CM Building plan submission.<br />
I 2010-06-22 BDV Issue to consultants.<br />
J 2010-07-02 BDV Revised disabled toilet layout. Add plaster<br />
strip mesh legend & indicate on plan. Concr.<br />
wall now 250mm. Issue to QS for bill <strong>of</strong><br />
quantities.<br />
K 2010-07-20 BDV Parts <strong>of</strong> 250mm in-situ sandblasted concr.<br />
wall in lecture halls now 230mm brickwork.<br />
Concr. lift shaft now 230 facebrick with<br />
concr. columns by eng. Refinement <strong>of</strong><br />
passage steps & raked seating in lecture<br />
halls. Indicate window & door numbers.<br />
Refinement <strong>of</strong> fire escape lobby. 2m high<br />
concr. upstand now 1.15m & add s/steel<br />
balustrade. Refinement <strong>of</strong> ablution block.<br />
Edit concr. ro<strong>of</strong> above & omit ro<strong>of</strong> canopies.<br />
Refinement <strong>of</strong> concr. upstands. Add s/steel<br />
balustrades. Issue to consultants.<br />
L 2010-08-03 BDV MOVE GRIDLINES C, D, G & H. Brick walls<br />
in lecture halls now cavity walls. 250mm<br />
Concr. wall in lecture halls now brickwork<br />
with conr. columns by eng. Indicate galv.<br />
steel ducting. Omit D3-16. Refinement <strong>of</strong><br />
niche for fire hydrant in ablution block. Edit<br />
door numbers in ablutions block. Issue to<br />
consultants.<br />
M 2010-08-06 BDV Floor finish in lift now tiles. Add concr.<br />
upstands in ablution block ducts.<br />
Refinement <strong>of</strong> stair 2 widths. Issue to QS for<br />
bill <strong>of</strong> quantities.<br />
R<br />
308<br />
FAIRFACE IN-SITU CONCR.<br />
COLUMN BY ENG.<br />
230 600 230 3050 230 1950 230 740 230 3050 230 3050 230 600 230<br />
BRICKWORK<br />
4300<br />
4300 860<br />
4560 860<br />
WINDOWS<br />
NOTE:<br />
ALL WINDOW SILLS TO<br />
HAVE DPC UNDER<br />
<br />
<br />
ARCHITECTURE<br />
A<br />
SCALE 1 : 100<br />
830 230 4100 230<br />
2530 7630 13080 2480<br />
4 TOC FIRST FLOOR PLAN - LEVEL 3<br />
B<br />
C D E<br />
4100 230 4100 230 830<br />
CONCR. COLUMNS<br />
14880<br />
ABLUTION BLOCK<br />
4860 2530 2480 13080 7630<br />
GRIDLINES<br />
56300<br />
F G H<br />
I<br />
J<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
CORNER / COLUMN PROTECTOR<br />
A. 40 X 40 X 3 NATURAL ANODISED ALUMINIUM ANGLE SILICONED TO<br />
PLASTERED CORNER (LENGTH 2000, UNLESS INDICATED OTHERWISE)<br />
BOTTOM TO FLOOR OR TO TOP OF SKIRTING WHERE SKIRTING PRESENT.<br />
PLASTER STRIP MESH LEGEND<br />
B. 1mm THICK x 150mm WIDE GALVANIZED MENTIS STRIP<br />
MESH 210 (OR SIMILAR & APPROVED) LAID IN PLASTER<br />
ACC. TO MANUFACTURER'S SPEC. AT JOINTS BETWEEN<br />
BRICKWORK & CONCR. COLUMNS. PAINT FINISH OVER.<br />
C. AS FOR ABOVE BUT WITH WALL TILES FINISH OVER.<br />
FINISHES TO ALL DUCTS:<br />
1. FLOOR:<br />
STEEL TROWELLED, CONCRETE SCREED, FALL TO FLOOR<br />
DRAINS<br />
SKIRTINGS:<br />
NONE<br />
WALLS:<br />
SMOOTH PLASTER & PAINT.<br />
CORNICE:<br />
NONE<br />
SOFFIT:<br />
SMOOTH PLASTER & PAINT.<br />
UFFL<br />
FFL<br />
B.E.J.<br />
FD<br />
E.J.<br />
H/D<br />
S/STEEL<br />
UNFINISHED FLOOR LEVEL<br />
FINISHED FLOOR LEVEL<br />
BRICK EXPANSION JONT (SEE DETAIL)<br />
FLOOR DRAIN<br />
EXPANSION JOINT (STRUCTURAL) (SEE DETAIL)<br />
ELECTRIC HAND DRYER<br />
STAINLESS STEEL<br />
<br />
475/10<br />
<br />
As indicated<br />
<br />
04/26/10<br />
<br />
<br />
<br />
CM & JM<br />
<br />
BDV<br />
<br />
CM<br />
<br />
<br />
<br />
RWDP<br />
RAIN WATER DOWN PIPE<br />
103<br />
M<br />
FHR<br />
FIRE HOSE REEL
.<br />
.<br />
.<br />
.<br />
.<br />
.<br />
.<br />
.<br />
.<br />
.<br />
.<br />
.<br />
.<br />
.<br />
.<br />
.<br />
.<br />
.<br />
.<br />
.<br />
.<br />
.<br />
.<br />
.<br />
.<br />
.<br />
.<br />
.<br />
.<br />
.<br />
.<br />
.<br />
.<br />
.<br />
.<br />
.<br />
A<br />
B<br />
C<br />
D<br />
E<br />
F<br />
G<br />
H<br />
I<br />
J<br />
7630 48670<br />
56300<br />
CONCR. WALL BELOW<br />
1 1<br />
2000<br />
2 2<br />
3<br />
10330<br />
RWDP FULLBORES<br />
INDUSTRIAL BALUSTRADE<br />
4 4<br />
9030<br />
230<br />
5 5<br />
42850<br />
C<br />
301<br />
A-<br />
300 ---<br />
RWDP FULLBORE<br />
F<br />
G<br />
H<br />
I J<br />
K<br />
L<br />
M N<br />
O<br />
P<br />
Q<br />
302<br />
303<br />
303 304 304<br />
305 305<br />
306 306 307<br />
307<br />
308<br />
SANDBLASTED IN-SITU<br />
CONCR. WALL BELOW<br />
SANDBLASTED IN-SITU<br />
FULLBORE<br />
RWDP<br />
FULLBORE<br />
RWDP<br />
FULLBORE<br />
RWDP RWDP<br />
CONCRETE ROOF<br />
4800<br />
RWDP<br />
2665 2135<br />
B<br />
FULLBORE<br />
300<br />
GALV. STEEL A/C DUCTING BEHIND<br />
ALU. SCREEN ON STEEL STRUCTURE<br />
1635<br />
2860<br />
2860<br />
GALV. STEEL DUCTING<br />
GALV. STEEL DUCTING<br />
3,8m HIGH 60Ø GALV. STEEL CHS<br />
FIXED TO CONCR. SLAB WITH 3,5m<br />
HIGH GALV. STEEL FLANGES<br />
WELDED TO COLUMNS BY ENG.<br />
5930<br />
5700<br />
230<br />
2500 2500 2500<br />
3,5m HIGH ALU. POWDERCOATED LOUVRES BY SPECIALIST<br />
200<br />
90.00°<br />
SCREED WITH 1:100 FALL TO FULLBORES<br />
90.00°<br />
3900<br />
4345<br />
SCREED WITH 1:100 FALL TO FULLBORES<br />
CONCR. PLINTH BY ENG.<br />
CONCRETE ROOF<br />
GALV. STEEL DUCTING<br />
GLASS PANEL<br />
TO FALLS<br />
GALV. STEEL DUCTING<br />
1635 230 2590<br />
2590 230 1635<br />
BUILDING<br />
EXPANSION JOINT<br />
BUILDING<br />
EXPANSION JOINT<br />
250 11980 230<br />
1m HIGH MACLEOD<br />
5750<br />
230 5290 230<br />
CONCRETE ROOF<br />
FULLBORE<br />
RWDP<br />
RWDP<br />
FULLBORE<br />
CONCRETE ROOF<br />
PRE-CAST CONCR. TILES<br />
ON BUZON SPACERS ON<br />
CONCR. ROOF<br />
RWDP FULLBORE<br />
GLASS PANEL<br />
GLASS PANEL<br />
TO FALLS<br />
TO FALLS<br />
PRE-CAST CONCR. TILES<br />
ON BUZON SPACERS ON<br />
FALL 45° CONCR. ROOF<br />
FALL 45°<br />
GALV. STEEL STAIRS<br />
FULLBORE<br />
GLASS PANEL<br />
TO FALLS<br />
FALL 45°<br />
FALL 45°<br />
CONCRETE ROOF<br />
CONCR. UPSTAND<br />
BY ENG. WITH ALU.<br />
COPING TO DETAIL<br />
RWDP<br />
RWDP<br />
FULLBORE<br />
FULLBORE<br />
SCREED WITH 1:100 FALL TO FULLBORES<br />
1:100 FALL TO FULLBORE<br />
235<br />
435<br />
200 1200<br />
1:100 FALL TO FULLBORE<br />
FULLBORE<br />
1230 545 900<br />
SCREED WITH 1:100 FALL TO FULLBORES<br />
FULLBORE<br />
RWDP<br />
RWDP<br />
FULLBORE<br />
230 5700<br />
2500<br />
2500<br />
4800<br />
2135 2665<br />
CONCR. PLINTH BY ENG.<br />
SCREED WITH 1:100 FALL TO FULLBORES<br />
CONCRETE ROOF<br />
1:100 FALL<br />
1:100 FALL<br />
1m HIGH MACLEOD<br />
INDUSTRIAL BALUSTRADE<br />
PRE-CAST CONCR. TILES ON<br />
PRE-CAST CONCR. TILES ON BUZON<br />
BUZON SPACERS ON CONCR. ROOF<br />
BRIDGE<br />
SPACERS ON CONCR. ROOF<br />
GALV. STEEL MENTIS GRID<br />
90.00°<br />
1<br />
300<br />
RWDP<br />
FULLBORE<br />
GALV. STEEL DUCTING<br />
RWDP<br />
GALV. STEEL DUCTING<br />
90.00°<br />
5930<br />
SCREED WITH 1:100 FALL TO FULLBORES<br />
10000<br />
2500<br />
2500<br />
3,5m HIGH ALU. POWDERCOATED LOUVRES BY SPECIALIST<br />
4800<br />
200<br />
3900<br />
2860<br />
FULLBORE<br />
2860<br />
1635<br />
200 x 75mm GALV. STEEL CHANNEL<br />
FIXED TO CONCR. UPSTAND. ALU.<br />
COPING TO ALL UPSTANDS.<br />
RWDP<br />
GALV. STEEL A/C DUCTING BEHIND<br />
ALU. SCREEN ON STEEL STRUCTURE<br />
2000<br />
10330<br />
9030<br />
42850<br />
3<br />
CAD FILE NAME:<br />
REVISION SCHEDULE<br />
REV DATE DRAWN DESCRIPTION<br />
A 2010-04-14 CM First concept layout<br />
B 2010-04-22 CM Floor heights revised to contour levels &<br />
floor areas adjusted.<br />
C 2010-04-29 CM Submission <strong>of</strong> SDP to council.<br />
D 2010-05-19 CM Covered ro<strong>of</strong> enlarged to west <strong>of</strong> building<br />
(toilets). Toilet block enlarged.<br />
E 2010-05-26 CM Fullbore inlets indicated. AC plant rooms<br />
revised.<br />
F 2010-06-01 CM Building plan submission.<br />
G 2010-07-01 BDV Refinement <strong>of</strong> fan room for toilet extractor.<br />
Omit ac plant room. Issue to consultants &<br />
QS for bill <strong>of</strong> quantities.<br />
H 2010-07-09 BDV Add powder coated alu. louvres at a/c units.<br />
Issue to QS & consultants.<br />
I 2010-07-20 BDV Refinement <strong>of</strong> ablution block. Rotate a/c<br />
units & concr. plinths. Refinement <strong>of</strong> galv.<br />
steel ducting. Indicate concr. upstands for<br />
building expansion joint. Edit concr. ro<strong>of</strong> &<br />
omit ro<strong>of</strong> canopies. Omit alu. louvres &<br />
replace with 1m balustrade. Issue to<br />
consultants.<br />
J 2010-07-21 BDV Refinement <strong>of</strong> fullbores. Issue to QS<br />
K 2010-07-22 BDV Refinement <strong>of</strong> concrete ro<strong>of</strong> over ablution<br />
block. Edit fullbore layout. Concrete ro<strong>of</strong> at<br />
1:100 slope. Issue to QS.<br />
L 2010-08-06 BDV MOVE GRIDLINES C, D, G & H. Move galv.<br />
steel stairs. 500 overhang <strong>of</strong> concr. ro<strong>of</strong><br />
slabs over DB room & mech duct. Concr.<br />
upstand now 250mm. Issue to QS for bill <strong>of</strong><br />
quantities.<br />
COPYRIGHT RESTS IN THE<br />
UNIVERSITY OF PRETORIA<br />
9030<br />
1390<br />
2860<br />
3900<br />
4800<br />
2665 2135<br />
CONCR. PLINTH BY ENG.<br />
SCREED WITH 1:100 FALL TO FULLBORES<br />
230<br />
4345<br />
CONCRETE ROOF<br />
SCREED WITH 1:100 FALL TO FULLBORES<br />
CONCR. PLINTH BY ENG.<br />
4800<br />
2135 2665<br />
3900<br />
1390<br />
2860<br />
9030<br />
RWDP<br />
6 FULLBORES<br />
1m HIGH MACLEOD INDUSTRIAL BALUSTRADE<br />
FULLBORE<br />
6<br />
4800<br />
7 7<br />
7660<br />
D<br />
301<br />
200 x 75mm GALV. STEEL CHANNEL<br />
FIXED TO CONCR. UPSTAND. ALU.<br />
COPING TO ALL UPSTANDS.<br />
E<br />
RWDP<br />
2860<br />
UNIT ENCLOSED. NEW AHU<br />
200<br />
3,5m HIGH ALU. POWDERCOATED LOUVRES BY SPECIALIST<br />
2500 2500 2500 2500<br />
RWDP FULLBORE<br />
RWDP<br />
5700<br />
230<br />
5930<br />
10000<br />
SCREED WITH 1:100 FALL TO FULLBORES<br />
90.00°<br />
CONCRETE ROOF<br />
FULLBORE<br />
RWDP<br />
90.00°<br />
SCREED WITH 1:100 FALL TO FULLBORES<br />
RWDP<br />
CONCRETE ROOF<br />
RWDP<br />
RWDP<br />
FULLBORE<br />
FULLBORE<br />
FULLBORE<br />
4160<br />
3500<br />
2000 230 1500 230<br />
3700<br />
FULLBORE<br />
FULLBORE<br />
RWDP<br />
RWDP<br />
CONCRETE ROOF<br />
FULLBORE<br />
8 302<br />
8<br />
FULLBORE<br />
RWDP<br />
SCREED WITH 1:100 FALL TO FULLBORES<br />
3,8m HIGH 60Ø GALV. STEEL CHS<br />
FIXED TO CONCR. SLAB WITH 3,5m<br />
HIGH GALV. STEEL FLANGES<br />
WELDED TO COLUMNS BY ENG.<br />
RWDP<br />
FULLBORE<br />
FULLBORE<br />
RWDP<br />
2500<br />
FULLBORE<br />
RWDP<br />
230 5700<br />
UNIT ENCLOSED. NEW AHU<br />
3,5m HIGH ALU. POWDERCOATED LOUVRES BY SPECIALIST<br />
90.00°<br />
2500<br />
2500<br />
2500<br />
10000<br />
90.00°<br />
5930<br />
200<br />
SCREED WITH 1:100 FALL TO FULLBORES<br />
2860<br />
FULLBORE<br />
RWDP<br />
3<br />
302<br />
4800<br />
7660<br />
<br />
<br />
<br />
<br />
ARCHITECTURE<br />
<br />
<br />
<br />
<br />
<br />
<br />
R<br />
308<br />
<br />
<br />
14880<br />
230 6060 230740 230 7160 230<br />
<br />
<br />
14880<br />
7630 48670<br />
<br />
<br />
A<br />
B<br />
C<br />
D<br />
E<br />
F<br />
G<br />
H<br />
I<br />
J<br />
475/10<br />
CM &JM<br />
6 TOC ROOF PLAN - A/C PLANT ROOMS - LEVEL 5<br />
SCALE 1 : 100<br />
<br />
1 : 100<br />
<br />
06/22/10<br />
<br />
BDV<br />
<br />
CM<br />
<br />
<br />
<br />
<br />
<br />
105<br />
L
TOC - GROUND FLOOR<br />
.<br />
150Ø<br />
1 2 3<br />
4<br />
5 6 7 8<br />
2000 2830 7500 9030 9030 4800 7660<br />
42850<br />
TOP OF A/C PLANT ROOM 1389.685<br />
3,5m HIGH ALU. POWDERCOATED<br />
LOUVRES BY SPECIALIST<br />
3,5m HIGH ALU. POWDERCOATED<br />
LOUVRES BY SPECIALIST<br />
200 x 75mm GALV. STEEL CHANNEL<br />
FIXED TO CONCR. UPSTAND. ALU.<br />
COPING TO ALL UPSTANDS.<br />
TOC ROOF PLAN - A/C<br />
PLANT ROOMS - LEVEL 5 1386.200<br />
ROOF PLAN - ACCESS<br />
LEVEL - LEVEL 4 1385.350<br />
TOC ROOF PLAN - ACCESS<br />
LEVEL - LEVEL 4 1382.545<br />
TOC FIRST FLOOR PLAN -<br />
LEVEL 3 1378.550<br />
18785<br />
7650<br />
3995<br />
2805 850<br />
3485<br />
FAIRFACE IN-<br />
SITU CONCR.<br />
FAIRFACE IN-SITU CONCR. COLUMN BY ENG.<br />
V-JOINT WITH<br />
POLYSULPHIDE SEALER<br />
FLUSH JOINTED<br />
FACEBRICK<br />
FAIRFACE IN-SITU CONCR. COLUMN BY ENG.<br />
FAIRFACE IN-SITU CONCR.<br />
SANDBLASTED IN-SITU<br />
CONCR. AS PER ENG.<br />
HIGH GLOSS ALU. PANELS FIXED TO<br />
SUBSTRUCTURE FIXED TO GALV.<br />
STEEL STRUCTURE FIXED TO<br />
CONCR. BY ENG.<br />
FAIRFACE IN-SITU CONCR.<br />
SANDBLASTED IN-SITU<br />
CONCR. AS PER ENG.<br />
FAIRFACE IN-SITU CONCR. COLUMN BY ENG.<br />
uPVC RWDP BUILT INTO WALL<br />
CAVITY<br />
V-JOINT WITH<br />
POLYSULPHIDE SEALER<br />
IN-SITU CONCR.<br />
AS PER ENG.<br />
FLUSH JOINTED<br />
FACEBRICK<br />
FAIRFACE<br />
IN-SITU<br />
CONCR.<br />
FAIRFACE IN-SITU CONCR. COLUMN BY ENG.<br />
3995<br />
2805 850<br />
3485<br />
7650<br />
REVISION SCHEDULE<br />
DRAWN DESCRIPTION<br />
REV DATE<br />
A 2010-04-19 BDV CONSULTANTS<br />
ISSUE TO<br />
B 2010-04-22 BDV Elevations sheet number now 200. North<br />
west elevation now East Elevation. South<br />
West Elevation now West elevation &<br />
moved to sheet 201. Western elevation now<br />
North Elevations. Issue to consultants.<br />
C 2010-05-17 BDV Move gridlines 07 & 08. Issue to<br />
consultants.<br />
D 2010-05-31 BDV Add polycarbonate ro<strong>of</strong> canopy. Issue to<br />
consultants<br />
E 2010-06-22 BDV Issue to consultants.<br />
F 2010-07-02 BDV Issue to QS for bill <strong>of</strong> quantities.<br />
G 2010-07-21 BDV Indicate expansion joint. Indicate RWDP on<br />
elevation. Concr. lift shaft now 230 facebrick<br />
with concr. columns by eng. Parts <strong>of</strong> 250mm<br />
in-situ sandblasted concr. wall in lecture<br />
halls now 230mm brickwork. Refinement <strong>of</strong><br />
hvac screens. Edit concr. ro<strong>of</strong> & omit ro<strong>of</strong><br />
canopies. Add powder coated alu. louvres at<br />
a/c units. Edit 2m high concr. upstand & add<br />
s/steel balustrade. Issue to QS.<br />
H 2010-08-06 BDV MOVE GRIDLINES C, D, G & H. Add 870<br />
wall at stair 1. Refinement <strong>of</strong> shopfronts on<br />
eastern elevation. Mild steel painted angles<br />
screen now Abysse high gloss reflective<br />
panel. Refinement <strong>of</strong> concr. column &<br />
beams. Issue to QS for bill <strong>of</strong> quantities.<br />
3400<br />
GALV. STEEL ANGLES FIXED TO<br />
GALV. STEEL T-SECTIONS FIXED TO<br />
CONCR. BY ENG.<br />
3400<br />
TOC - INTERMEDIATE<br />
FLOOR PLAN 1375.150<br />
7650<br />
FAIRFACE IN-<br />
SITU CONCR.<br />
FAIRFACE IN-<br />
SITU CONCR.<br />
7650<br />
4250<br />
4250<br />
SANDBLASTED IN-SITU<br />
CONCR. AS PER ENG.<br />
SANDBLASTED IN-SITU<br />
CONCR. AS PER ENG.<br />
PLAN - LEVEL 1 1370.900<br />
NGL<br />
IN-SITU CONCR. RETAINING WALL AS PER ENG.<br />
510<br />
IN-SITU CONCR. RETAINING WALL AS PER ENG.<br />
NON SLIP TILES ON 20mm SCREED<br />
ON IN-SITU CONCR. BY ENG.<br />
NGL<br />
NORTH ELEVATION<br />
SCALE 1 : 100<br />
J<br />
I<br />
H<br />
G<br />
F<br />
E<br />
D<br />
C<br />
B<br />
A<br />
SKETCHPLANS<br />
COPYRIGHT RESTS IN THE<br />
UNIVERSITY OF PRETORIA<br />
7630<br />
18090<br />
56300<br />
4860<br />
18090<br />
7630<br />
CAD FILE NAME:<br />
11580<br />
915 5750 4915<br />
3890<br />
TOP OF A/C PLANT ROOM 1389.685<br />
3,8m HIGH 60Ø GALV. STEEL CHS<br />
FIXED TO CONCR. SLAB WITH 3,5m<br />
HIGH GALV. STEEL FLANGES<br />
WELDED TO COLUMNS BY ENG.<br />
BUILDING<br />
EXPANSION JOINT<br />
3,5m HIGH ALU. POWDERCOATED LOUVRES BY SPECIALIST 3,5m HIGH ALU. POWDERCOATED LOUVRES BY SPECIALIST<br />
BUILDING<br />
EXPANSION JOINT<br />
1389.685 TOP OF A/C PLANT ROOM<br />
STEEL T-SECTION FIXED TO TOP OF<br />
CONCR. UPSTAND. REFER TO DETAIL<br />
200 x 75mm GALV. STEEL CHANNEL<br />
FIXED TO CONCR. UPSTAND. ALU.<br />
COPING TO ALL UPSTANDS.<br />
TOC ROOF PLAN - A/C<br />
PLANT ROOMS - LEVEL 5 1386.200<br />
ROOF PLAN - ACCESS<br />
LEVEL - LEVEL 4 1385.350<br />
TOC ROOF PLAN - ACCESS<br />
LEVEL - LEVEL 4 1382.545<br />
TOC FIRST FLOOR PLAN -<br />
LEVEL 3 1378.550<br />
TOC - INTERMEDIATE<br />
FLOOR PLAN 1375.150<br />
TOC - GROUND FLOOR<br />
PLAN - LEVEL 1 1370.900<br />
18785<br />
4250 3400 3995 3655 3485<br />
GALV. STEEL STRUCTURE BY ENG.<br />
GALV. STEEL<br />
ANGLES BY ENG.<br />
FAIRFACE IN-SITU CONCR.<br />
FAIRFACE IN-SITU CONCR. COLUMN BY ENG.<br />
SANDBLASTED IN-SITU CONCR. COLUMN BY ENG.<br />
FAIRFACE IN-SITU CONCR. COLUMN BY ENG.<br />
FLUSH JOINTED FACEBRICK<br />
FAIRFACE IN-SITU CONCR. COLUMN BY ENG.<br />
FAIRFACE IN-SITU CONCR.<br />
V-JOINT WITH POLYSULPHIDE SEALER<br />
STEEL T-SECTION FIXED TO TOP OF<br />
CONCR. UPSTAND. REFER TO DETAIL<br />
FLUSH JOINTED FACE BRICK,<br />
MORTAR COLOUR TO MATCH BRICK<br />
AS PER ARCHITECT SPEC.<br />
FAIRFACE IN-SITU CONCR.<br />
SANDBLASTED IN-SITU<br />
CONCR. BY ENG.<br />
FAIRFACE<br />
1m S/STEEL IN-SITU<br />
H/RAIL<br />
CONCR.<br />
FAIRFACE<br />
IN-SITU<br />
CONCR.<br />
FAIRFACE<br />
IN-SITU<br />
CONCR.<br />
1m S/STEEL H/RAIL<br />
FAIRFACE IN-SITU CONCR.<br />
V-JOINT WITH POLYSULPHIDE SEALER<br />
IN-SITU CONCR. AS PER ENG.<br />
FLUSH JOINTED FACE BRICK,<br />
MORTAR COLOUR TO MATCH BRICK<br />
AS PER ARCHITECT SPEC.<br />
1m HIGH BALUSTRADE<br />
FAIRFACE IN-SITU CONCR.<br />
SANDBLASTED IN-SITU<br />
CONCR. BY ENG.<br />
SHOP FRONT AS<br />
PL. & P. SHOP FRONT AS<br />
PER SCHEDULE<br />
PER SCHEDULE<br />
POWDERCOATED ALU. SHOP FRONT AS PER SCHEDULE<br />
11390<br />
3511 2618 2618 6298<br />
S/BLASTED CONCR.<br />
ALU. REFLECTIVE SCREEN<br />
14595<br />
FIRE STAIR 2 FLUSH JOINTED<br />
FIRE STAIR 1<br />
FACEBRICK<br />
POLYCARBONATE SHEETS ON GALV. STEEL STRUCTURE<br />
FAIRFACE IN-SITU CONCR.<br />
RETAINING WALL BY ENG. WITH<br />
SEATING<br />
IN-SITU CONCR. SEAT<br />
S/BLASTED CONCR.<br />
3550<br />
S/BLASTED CONCR.<br />
PL. & P.<br />
SCULPTURES ON PODIUM<br />
SHOP FRONT AS PER SCHEDULE<br />
TOC X 1371.300<br />
IN-SITU CONCR. SEAT<br />
PL. & P.<br />
400<br />
S/BLASTED CONCR.<br />
S/BLASTED CONCR.<br />
1m S/STEEL H/RAIL<br />
FAIRFACE<br />
1m S/STEEL<br />
IN-SITU<br />
H/RAIL<br />
CONCR.<br />
FAIRFACE<br />
IN-SITU<br />
CONCR.<br />
FAIRFACE IN-<br />
SITU CONCR.<br />
FAIRFACE IN-SITU CONCR.<br />
FAIRFACE IN-SITU CONCR. COLUMN BY ENG.<br />
FLUSH JOINTED FACEBRICK<br />
FAIRFACE IN-SITU CONCR. COLUMN BY ENG.<br />
SANDBLASTED IN-SITU CONCR. COLUMN BY ENG.<br />
FAIRFACE IN-SITU CONCR. COLUMN BY ENG.<br />
425<br />
GALV. STEEL STRUCTURE BY ENG.<br />
TOC ROOF PLAN - A/C<br />
1386.200 PLANT ROOMS - LEVEL 5<br />
ROOF PLAN - ACCESS<br />
1385.350 LEVEL - LEVEL 4<br />
TOC ROOF PLAN - ACCESS<br />
1382.545 LEVEL - LEVEL 4<br />
TOC FIRST FLOOR PLAN -<br />
1378.550 LEVEL 3<br />
TOC - INTERMEDIATE<br />
1375.150 FLOOR PLAN<br />
GALV. STEEL<br />
ANGLES BY ENG.<br />
FAIRFACE IN-SITU CONCR.<br />
RETAINING WALL BY ENG. WITH<br />
SEATING<br />
BENCH<br />
TOC - GROUND FLOOR<br />
1370.900 PLAN - LEVEL 1<br />
<br />
<br />
<br />
<br />
ARCHITECTURE<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
3610<br />
5940<br />
5940<br />
3610<br />
16160<br />
2940<br />
19100<br />
<br />
EAST ELEVATION<br />
SCALE 1 : 100<br />
<br />
475/10<br />
<br />
1 : 100<br />
<br />
JM & CM<br />
<br />
BDV<br />
<br />
03/29/10<br />
<br />
CM<br />
<br />
<br />
<br />
<br />
<br />
200<br />
H
TOC - GROUND FLOOR<br />
.<br />
.<br />
.<br />
G<br />
F<br />
E<br />
D<br />
230<br />
2730<br />
2500<br />
3810<br />
230 1350 230 2000<br />
2480<br />
9820<br />
4860<br />
2480<br />
2000<br />
3810<br />
230<br />
1350<br />
230<br />
2772<br />
2542<br />
230<br />
TOP OF A/C PLANT ROOM 1389.685<br />
TOC ROOF PLAN - ACCESS<br />
LEVEL - LEVEL 4 1382.545<br />
TOC FIRST FLOOR PLAN -<br />
LEVEL 3 1378.550<br />
TOC - INTERMEDIATE<br />
FLOOR PLAN 1375.150<br />
TOC - GROUND FLOOR<br />
PLAN - LEVEL 1 1370.900<br />
18785<br />
7650<br />
7650<br />
4250<br />
3400<br />
3995<br />
2805 850<br />
3485<br />
200 x 75mm GALV. STEEL CHANNEL<br />
FIXED TO CONCR. UPSTAND. ALU.<br />
COPING TO ALL UPSTANDS.<br />
GALV. STEEL ANGLES FIXED TO<br />
GALV. STEEL T-SECTIONS FIXED TO<br />
CONCR. BY ENG.<br />
CONCRETE PAVERS ON RIVER SAND<br />
TO FALL TO STORMWATER<br />
CHANNELS AS INDICATED ON PLANS<br />
- ALL TO DETAIL<br />
NGL<br />
2095<br />
1875<br />
GALV. STEEL STRUCTURE<br />
FAIR FACE IN-SITU CONCR.<br />
V-JOINT WITH POLYSULPHIDE SEALER<br />
FLUSH JOINTED FACEBRICK<br />
STEEL T-SECTION FIXED TO TOP OF<br />
CONCR. UPSTAND. REFER TO DETAIL<br />
NOTE: ALL DOORS<br />
LEADING OUTWARDS<br />
50mm THRESHHOLD<br />
FAIRFACE IN-SITU CONCR. COLUMN BY ENG.<br />
FIRE FHR &<br />
1m HIGH S/STEEL<br />
2x DPC<br />
BALUSTRADE<br />
STAIR EXIT<br />
LANDING LOBBY<br />
TILES ON SCREED<br />
DPC<br />
TOC X 1378.950<br />
TOC X 1379.000<br />
CEILING CEILING<br />
VOID VOID<br />
FIRE ESCAPE DOOR<br />
FAIR FACE<br />
TOC X 1371.350<br />
IN-SITU<br />
FIRE<br />
CONCR.<br />
EXIT<br />
TOC X 1371.300<br />
LOBBY<br />
TOC X 1370.850 500<br />
1 2 3<br />
DPC DPC DPC<br />
FILLING<br />
450<br />
2800 490<br />
3,5m HIGH ALU. POWDERCOATED LOUVRES BY SPECIALIST<br />
4735<br />
255 3290<br />
10940<br />
500 2660<br />
1<br />
400<br />
ACOUSTIC CEILINGS TO DETAIL<br />
POWDERCOATED ALUMINIUM<br />
SHOPFRONT AS PER SCHEDULE<br />
LINOLEUM ON SCREED<br />
SMOOTH PLASTER AND PAINT BRICK<br />
WALL AS PER FINISHING SCHEDULE<br />
1200 X 600 ACOUSTIC SUSPENDED<br />
CEILING TO DETAIL<br />
LINOLEUM ON SCREED<br />
POWDERCOATED ALUMINIUM<br />
SHOPFRONT AS PER SCHEDULE<br />
TOC X 1371.350<br />
BENCH<br />
475<br />
1m HIGH MACLEOD FAIR FACE IN-<br />
POWDERCOATED ALU. FRAME & GLASS<br />
INDUSTRIAL SITU CONCR.<br />
BUILDING EXPANSION JOINT<br />
BALUSTRADE<br />
1000<br />
PL. & P.<br />
2500 645<br />
2500 1495 3400 340<br />
DPC<br />
DERBIGUM SP4 WATERPROOFING TO<br />
SPEC. ON IN-SITU CONCR. SLAB ON<br />
CONCR. SCREED TO MIN. 1:100 FALLS<br />
BY ENG.<br />
1m HIGH GALV. STEEL BALUSTRADE<br />
COVERED<br />
AREA<br />
CEILING VOID<br />
ENTRANCE<br />
FOYER<br />
TILES ON SCREED<br />
CEILING VOID<br />
BRIDGE<br />
TILES<br />
CEILING<br />
VOID<br />
ENTRANCE<br />
FOYER<br />
TILES<br />
1000<br />
1m HIGH MACLEOD<br />
INDUSTRIAL BALUSTRADE<br />
1000<br />
PL. & P.<br />
1000<br />
DPC<br />
POWDERCOATED ALU. FRAME & GLASS<br />
BUILDING EXPANSION JOINT<br />
FAIR FACE IN-SITU CONCR.<br />
1200 x 1200mm PRE-CAST CONCR.<br />
TILES ON BUZON SPACERS ON<br />
WATERPROOFING TO DETAIL<br />
DERBIGUM SP4 WATERPROOFING TO<br />
SPEC. ON IN-SITU CONCR. SLAB ON<br />
CONCR. SCREED TO MIN. 1:100 FALLS<br />
BY ENG.<br />
IN-SITU CONCR. UPSTAND BY ENG.<br />
WITH ALU. COPING TO DETAIL<br />
PLASTER & PAINT TO UNDERSIDE<br />
OF CONCR. SOFFIT<br />
FHR &<br />
1200 X 600 ACOUSTIC SUSPENDED 2x DPC<br />
CEILING TO DETAIL<br />
1m HIGH STAINLESS STEEL<br />
BALUSTRADE TO DETAIL<br />
POWDERCOATED ALUMINIUM<br />
SHOPFRONT AS PER SCHEDULE<br />
1200 X 600 ACOUSTIC SUSPENDED<br />
CEILING TO DETAIL<br />
TOC X 1371.350<br />
BENCH<br />
3,5m HIGH ALU. POWDERCOATED LOUVRES BY SPECIALIST<br />
255<br />
11390<br />
2800 4595<br />
2800 490<br />
FAIR FACE IN-SITU CONCR.<br />
V-JOINT WITH POLYSULPHIDE SEALER<br />
FLUSH JOINTED FACEBRICK<br />
DPC<br />
DPC<br />
CEILING<br />
VOID<br />
FILLING<br />
DPC<br />
FIRE<br />
EXIT<br />
LOBBY<br />
CEILING<br />
VOID<br />
FIRE<br />
EXIT<br />
LOBBY<br />
DPC<br />
STAIR<br />
LANDING<br />
FILLING<br />
25-30mm Ø CRUSHER STONE ON<br />
WATERPROOFING TO SPEC. ON<br />
CONCR. SCREED TO FALLS 1:100 ON<br />
IN-SITU CONCR. BY ENG.<br />
TOC X 1378.950<br />
TOC X 1379.000<br />
LINOLEUM ON SCREED<br />
SMOOTH PLASTER AND PAINT BRICK<br />
WALL AS PER FINISHING SCHEDULE<br />
1200 X 600 ACOUSTIC SUSPENDED<br />
CEILING TO DETAIL<br />
LINOLEUM ON SCREED<br />
TOC X 1371.340<br />
3<br />
ACOUSTIC CEILING BY ENG.<br />
50mm THRESHHOLD<br />
TILES ON SCREED<br />
TOC X 1371.300<br />
500<br />
2<br />
1<br />
1m HIGH S/STEEL<br />
BALUSTRADE<br />
FIRE ESCAPE DOOR<br />
450<br />
GALV. STEEL STRUCTURE<br />
FAIR FACE<br />
IN-SITU<br />
CONCR.<br />
110Ø uPVC RAIN WATER DOWN PIPES<br />
CAST INTO CONCR. BY ENG.<br />
FAIRFACE IN-SITU CONCR. COLUMN BY ENG.<br />
200 x 75mm GALV. STEEL CHANNEL<br />
FIXED TO CONCR. UPSTAND. ALU.<br />
COPING TO ALL UPSTANDS.<br />
GALV. STEEL ANGLES FIXED TO<br />
GALV. STEEL T-SECTIONS FIXED TO<br />
CONCR. BY ENG.<br />
1875<br />
2095<br />
CONCRETE PAVERS ON RIVER SAND<br />
TO FALL TO STORMWATER<br />
CHANNELS AS INDICATED ON PLANS<br />
- ALL TO DETAIL<br />
NGL<br />
REVISION SCHEDULE<br />
DRAWN DESCRIPTION<br />
REV DATE<br />
A 2010-04-19 BDV CONSULTANTS<br />
ISSUE TO<br />
B 2010-04-22 BDV Sections sheet number now 300. Issue to<br />
consultants.<br />
C 2010-05-17 BDV Section A-A now Section C-C & moved to<br />
sheet 301. Section B-B section line on plan<br />
revised. Issue to consultants.<br />
D 2010-05-31 BDV Refinement <strong>of</strong> a/c plant room. Provide<br />
storage for reservoir tanks under building.<br />
Issue to consultants.<br />
E 2010-06-22 BDV Issue to consultants.<br />
F 2010-07-02 BDV Add plaster strip mesh legend & indicate on<br />
sections. Refinement <strong>of</strong> concr. plinths for a/c<br />
units on ro<strong>of</strong>. Issue to QS for bill <strong>of</strong><br />
quantities.<br />
G 2010-08-06 BDV MOVE GRIDLINES C, D, G & H. Indicate<br />
concr. upstands for building expansion joint.<br />
Add powder coated alu. louvres at a/c units.<br />
Edit 2m high concr. upstand & add s/steel<br />
balustrade. Issue to QS for bill <strong>of</strong> quantities.<br />
NOTE: DPC UNDER CONCRETE FLOOR @<br />
GROUND FLOOR LEVEL<br />
STORMWATER DISCHARGE INTO<br />
CATCHPIT BY ENG.<br />
SECTION A-A<br />
SCALE 1 : 100<br />
J<br />
I<br />
H<br />
G<br />
F<br />
E<br />
D<br />
C<br />
B<br />
A<br />
56300<br />
7630<br />
18090<br />
4860<br />
18090<br />
7630<br />
250 2000 230 4860 230 2000 250<br />
HIGH GLOSS ALU. PANELS FIXED TO<br />
SUBSTRUCTURE FIXED TO GALV.<br />
STEEL STRUCTURE FIXED TO<br />
CONCR. BY ENG.<br />
7630<br />
BUILDING<br />
EXPANSION JOINT<br />
BUILDING<br />
EXPANSION JOINT<br />
COPYRIGHT RESTS IN THE<br />
UNIVERSITY OF PRETORIA<br />
TOP OF A/C PLANT ROOM 1389.685<br />
1200 x 1200mm PRE-CAST CONCR.<br />
TILES ON BUZON SPACERS ON<br />
1200 x 1200mm PRE-CAST CONCR.<br />
3,5m HIGH ALU. POWDERCOATED LOUVRES BY SPECIALIST WATERPROOFING TO DETAIL<br />
TILES ON BUZON SPACERS ON<br />
3,5m HIGH ALU. POWDERCOATED LOUVRES BY SPECIALIST<br />
WATERPROOFING TO DETAIL<br />
1389.685<br />
TOP OF A/C PLANT ROOM<br />
CAD FILE NAME:<br />
GALV. STEEL STAIR TO DETAIL<br />
TOC ROOF PLAN - A/C<br />
PLANT ROOMS - LEVEL 5 1386.200<br />
ROOF PLAN - ACCESS<br />
LEVEL - LEVEL 4 1385.350<br />
TOC ROOF PLAN - ACCESS<br />
LEVEL - LEVEL 4 1382.545<br />
TOC FIRST FLOOR PLAN -<br />
LEVEL 3 1378.550<br />
TOC - INTERMEDIATE<br />
FLOOR PLAN 1375.150<br />
PLAN - LEVEL 1 1370.900<br />
18785<br />
4250 3400 3995 2805 850 3485<br />
2095<br />
1875<br />
NGL<br />
FAIRFACE IN-SITU CONCR. COLUMN BY ENG.<br />
605<br />
IN-SITU CONCR.<br />
WALL BY ENG.<br />
GLAZING GLAZING<br />
IN-SITU CONCR. BEAM BY ENG.<br />
CONCR. PLINTH BY ENG.<br />
IN-SITU CONCR. BEAM BY ENG.<br />
SERVICES<br />
TIMBER ACOUSTIC ACOUSTIC CEILING<br />
PANELS TO DETAIL<br />
TO DETAIL<br />
FIRE<br />
REFER TO SHEET 901<br />
ESCAPE<br />
FOR INTERIOR<br />
DOOR<br />
ELEVATIONS & DETAILS<br />
OF LECTURE HALLS LECTERN<br />
LINOLEUM ON SCREED<br />
SERVICES<br />
TIMBER ACOUSTIC<br />
PANELS TO DETAIL ACOUSTIC CEILING<br />
TO DETAIL<br />
LECTURE<br />
ROOM<br />
0-2<br />
7395<br />
GLAZING<br />
REFER TO SHEET 901<br />
FIRE<br />
FOR INTERIOR<br />
ESCAPE<br />
ELEVATIONS & DETAILS LECTERN<br />
DOOR<br />
OF LECTURE HALLS<br />
FILLING<br />
LINOLEUM ON SCREED<br />
NOTE: DPC UNDER CONCRETE FLOOR @<br />
GROUND FLOOR LEVEL<br />
170<br />
GLAZING<br />
B<br />
B<br />
1810<br />
PL. & P.<br />
1m HIGH INDUSTRIAL MACLEOD BALUSTRADE<br />
3400<br />
CEILING VOID<br />
ACOUSTIC<br />
PANELS<br />
CEILING VOID<br />
ACOUSTIC<br />
PANELS<br />
2500 1495 2500 645 3740<br />
3400 595<br />
TOP OF CONCR. ROOF<br />
CEILING VOID<br />
ACOUSTIC CEILING<br />
CIRCULATION<br />
FOYER<br />
LINOLEUM ON<br />
SCREED<br />
CEILING VOID<br />
ACOUSTIC CEILING<br />
INVIGILATOR'S<br />
RESTROOM<br />
LOUNGE<br />
LINOLEUM ON<br />
SCREED<br />
CEILING VOID<br />
ACOUSTIC CEILING<br />
CIRCULATION<br />
FOYER<br />
LINOLEUM ON<br />
SCREED<br />
FILLING<br />
1790<br />
PL. & P.<br />
CEILING VOID<br />
ACOUSTIC<br />
PANELS<br />
CEILING VOID<br />
ACOUSTIC<br />
PANELS<br />
B<br />
B<br />
GLAZING<br />
GLAZING<br />
LECTERN<br />
LECTERN<br />
7395<br />
250mm IN-SITU CONCR. WALL BY ENG.<br />
ACOUSTIC CEILING<br />
TO DETAIL<br />
REFER TO SHEET 901<br />
FOR INTERIOR<br />
ELEVATIONS & DETAILS<br />
OF LECTURE HALLS<br />
LINOLEUM ON SCREED<br />
ACOUSTIC CEILING<br />
TO DETAIL<br />
LECTURE<br />
ROOM<br />
0-1<br />
REFER TO SHEET 901<br />
FOR INTERIOR<br />
ELEVATIONS & DETAILS<br />
OF LECTURE HALLS<br />
LINOLEUM ON SCREED<br />
SERVICES<br />
TIMBER ACOUSTIC<br />
PANELS TO DETAIL<br />
FIRE<br />
ESCAPE<br />
DOOR<br />
SERVICES<br />
TIMBER ACOUSTIC<br />
PANELS TO DETAIL<br />
FIRE<br />
ESCAPE<br />
DOOR<br />
FILLING<br />
CONCR. PLINTH BY ENG.<br />
IN-SITU CONCR. BEAM BY ENG.<br />
IN-SITU CONCR. BEAM BY ENG.<br />
TIMBER ACOUSTIC<br />
PANELS BY ENG.<br />
1000<br />
2303<br />
FAIRFACE IN-SITU CONCR. COLUMN BY ENG.<br />
FILLING<br />
HIGH GLOSS ALU. PANELS FIXED TO<br />
SUBSTRUCTURE FIXED TO GALV.<br />
STEEL STRUCTURE FIXED TO<br />
CONCR. BY ENG.<br />
GALV. STEEL ANGLES ON GALV. STEEL<br />
T-PROFILES FIXED TO CONCRETE<br />
BEAMS<br />
1875<br />
2095<br />
NGL<br />
4250 3400 3995 2805 850 3485<br />
7650<br />
18785<br />
TOC ROOF PLAN - A/C<br />
1386.200 PLANT ROOMS - LEVEL 5<br />
ROOF PLAN - ACCESS<br />
1385.350 LEVEL - LEVEL 4<br />
TOC ROOF PLAN - ACCESS<br />
1382.545 LEVEL - LEVEL 4<br />
TOC FIRST FLOOR PLAN -<br />
1378.550 LEVEL 3<br />
TOC - INTERMEDIATE<br />
1375.150 FLOOR PLAN<br />
TOC - GROUND FLOOR<br />
1370.900 PLAN - LEVEL 1<br />
<br />
<br />
<br />
<br />
ARCHITECTURE<br />
<br />
<br />
<br />
<br />
<br />
<br />
SECTION B-B<br />
SCALE 1 : 100<br />
<br />
<br />
<br />
CORNER / COLUMN PROTECTOR<br />
A. 40 X 40 X 3 NATURAL ANODISED ALUMINIUM ANGLE SILICONED TO<br />
PLASTERED CORNER (LENGTH 2000, UNLESS INDICATED OTHERWISE)<br />
BOTTOM TO FLOOR OR TO TOP OF SKIRTING WHERE SKIRTING PRESENT.<br />
<br />
475/10<br />
<br />
As indicated<br />
<br />
JM & CM<br />
<br />
BDV<br />
PLASTER STRIP MESH LEGEND<br />
<br />
04/07/10<br />
<br />
CM<br />
B. 1mm THICK x 150mm WIDE GALVANIZED MENTIS STRIP<br />
MESH 210 (OR SIMILAR & APPROVED) LAID IN PLASTER<br />
ACC. TO MANUFACTURER'S SPEC. AT JOINTS BETWEEN<br />
BRICKWORK & CONCR. COLUMNS. PAINT FINISH OVER.<br />
C. AS FOR ABOVE BUT WITH WALL TILES FINISH OVER.<br />
<br />
<br />
300<br />
G