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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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