Pre qualification drawings - Tender - University of Pretoria
Pre qualification drawings - Tender - University of Pretoria
Pre qualification drawings - Tender - University of Pretoria
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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