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Pre qualification drawings - Tender - University of Pretoria

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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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