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

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