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

format:

A0

General Notes

 

400

230

400

4515

 

230

115

4085

 

790

2

A5102-00

510

2200 2200

185 489 510

1327

931

Brickwork up to 2795 high Brickwork up to 2805 high

1580

1438

8170

230

3230

1651

1360 

990

2628

Movement joint

230 2153 230 1500 2792 710

115

4915

230

7625

2A

6

A6100-SCH-01

2130

2A

A6100-SCH-01

A6100-SCH-01



230

3685

1540

230

2200

230 2290

L

6

3858

A6100-SCH-01

 

230



B1-52 L-9

2885

4542

 

230

230

 

K

1909

 

230

3970

516

1788

 

2055

A R C H I T E C T U R E 230



   

Reception: 2nd Floor, 3 Melrose Square,Melrose Arch, +27 11 061 9700 www.lyt.co.za B1-53 L-10

230

10154

REFER TO DRAWING A2100-04-BRK

230

4795

230

702

2165

230

J 12

13

14

15

16

17

18

19

20

J 21

Basement 1 Portion 2 Brickwork 1 : 100 

CTION U R T S N O C FOR 

Basement 1 Portion 2 Brickwork

drawing title:

Continuous brickwork joint to column

230

8285

5299

ERF 3200, TSHWANE - CNR LILIAN NGOYI ST & MADIBA ST

5055

 

TOTAL: 496 Bays + 72 on Ramp to B2 393 Regular Bays 27 Accessible Bays 39 Hybrid & Alternative Fuel Parking Bays 37 Motorcycle Bays

TSHWANE HOUSE

erf no:

 252 

115 115

427

 



210

230

TOC 1311.285

230

115

Tsela Tshweu Construction Joint Venture

project:

115

Lifts 4+5 Pit above. 1.8m headroom 115

2016-08-29 2016-08-20 2016-06-29 2016-06-25 2016-06-09 2016-06-06 2016-05-16 2016-04-14 2016-03-28 2016-02-24 date:

230

6870

8400 558

 

B1-51 L-9

Amended Brickwork At Mayors Lobby New Brickwork at Mayors Entrance Issued For Construciton Issued For Construction Issued For Construction Issued For Construction Issued For Construction Issued for Construction Issued Complete Basement Brickwork Issued For Construction description:

230

4085

2000

4375

230

3162 4740



M

230

230 230

230

230

300

230

230

765

 

230

 

404

230 198

230

 

23 22 21 20 19 18 17 16 15 14 rev:

Cast in situ ramp @ 1:10

client:

2000

A6100-SCH-01

230

8285



5206

7212 230

230 454 734



2A

A6100-SCH-01

1310

Brickwork joint



2A

 

230

 600 

2490

2A

 



230

 

3585

270

3585

3055



230

3585

 

 

427

300

 

Cast in situ ramp @ 1:10

230

 

Steel brickwork stiffener to structural engineer's details



A6100-SCH-01

 

510

8763 5443

7651

20A

A5003-02

 

Continuous brickwork joint to column 3207

2438

746

3919

N

B1-49 L-22

1795

  

710

Movement joint

2 x Steel PFC 260 stiffeners as per structural engineer's details

4085

8285 230

LIFT #9

3095 B1-46 L-15

230 861 230

230

Steel brickwork stiffener to structural engineer's details

 

B1-9 230

2200

230 230

1138

2938

230

3281

Cast in situ ramp @ 1:10

BASEMENT 1

230

1 : 50

230

1400

861 230

 

519 2745 300

Steel brickwork stiffener to structural engineer's details

 

5775

Section B1-11

P

 

3A

Steel brickwork stiffener to structural engineer's details

230

1311.200 B1

A6100-SCH-01

Detail 2

2718

B1 1311.200

230 

230 1206

145

900 600

7022

230 600

 

 

L

230

230



 

4174

23A

A5003-02



1500

 

4657

710

3100 230

 

Cast in situ ramp @ 1:10

 

3285

3585

 

230

3045 230

 



B1-43 L-24

Steel brickwork stiffener to structural engineer's details



 

 

155

2700

8170

3600

785

Brickwork joint

2979

3470 5238

 

230

230 1920 230

1536 230

240

1615 230

230

2285

4455

400 400

 

7300

8170

230

 





8170

230

3040

Brickwork opening

931 230

4655

230

1359

4895 1185

Brickwork up to 2550 high

19 1200

 

2730

A6100-SCH-01

 

6020

4021

3621

230

3855

BRICKWORK HEIGHT Full height brickwork

Brickwork joint

4889

 

1089 115

 

230 2035 8400

230

230

 

3A

230

 

230

1 : 50

A6100-SCH-01

230

 940

3255

 

230

115

  

Brickwork joint

Continuous brickwork joint to column 230 749

7804

BRK-312 230mm Common Solid Brickwork

Brickwork up to 2500 high

3944

230

2075

2627

 

BRICKWORK TYPE

Section B1-10

85

1113

Steel brickwork stiffener to structural engineer's details

230 2000

900 230 400 400

BRICKWORK KEY

Brickwork opening

230

1765

1515

1100

LIFT #10

230

2135

 

M

11

SPECIALIST CONSULTANTS (Where applicable) All materials and workmanship to be as specified on the Consultants drawing.

BRK-311 110mm Common Solid Brickwork

 

1625 230

2115

230

2000

 1001  788

115

14420

230

7586

  Joint stiffener to engineer's detail

230

2548

931

  

Steel brickwork stiffener to structural engineer's details

8285

5370

115

600 230

230 230

2330

 

 

WET SERVICES Engineer: (Where applicable) All materials and workmanship to be as specified on the Consultants drawings.

1311.200 B1

85

115

2894

230



230

RATIONAL FIRE Engineer: (Where applicable) All materials and workmanship to be as specified on the Consultants drawings. 3338 Brickwork opening

1A

 



230 1625

230

B1-10

 

HVAC Engineer: (Where applicable) All materials and workmanship to be as specified on the Consultants drawings.

3343

B1 1311.200

Brickwork joint

230 115

230 6506

2205

230

2705



85

9250

5255

115 1549

 

1480

Brickwork opening



230

1485

10938 4451

ELECTRICAL Engineer: (Where applicable) All materials and workmanship to be as specified on the Consultants drawings.

3480

85

3480

Detail 3 Copy 1

 

R

230

230

2800

N

K

710

A6100-SCH-01

Turning Bay

 

230

230

230

3095

 

1A

115

230

 

230

LIFT #3

 

455



 

 

Cast in situ ramp @ 1:10

B1-11

5

  

2615

All work is to comply with all relevant specifications and codes of practice of the NATIONAL HOME BUILDERS REGISTRATION COUNCIL (NHBRC) (Where applicable)

75 230

 

 

HEALTH AND SAFETY: All construction activities to conform to the OCCUPATIONAL HEALTH AND SAFETY ACT 1993 (Act No 85 of 1993) All materials and workmanship to be as per the MODEL PREAMBLES FOR TRADES 2008, and any further additional preambles as noted in the Bills of Quantities.

1100

230

 

24A

A5003-02

   

A2100-TYP-01

230

1920 230 1373 230

A2100-TYP-01

1311.200 B1

1 : 50

1850

3085

All work is to comply with all relevant specifications and codes of practice of the SOUTH AFRICAN BUREAU OF STANDARDS (SABS) / SOUTH AFRICAN NATIONAL STANDARDS (SANS) and amendments thereto.

Section B1-9

 

1979

230

All work is to comply with the NATIONAL BUILDING REGULATIONS (NBR) AND BUILDING STANDARDS act 103 of 1977 as amended

Brickwork opening

5975

 

 

B1-44 L-31

A6100-SCH-01



 

230

 

 

230

P

B1 1311.200

 

230 4970

Brickwork opening

230

8170

 

Cast in situ ramp @ 1:10

 

 

Aluminium window

 

6



 

 

 

 



 

6985

920

 

 

 

 

Q

4570

All Dimensions and cadastral setting out information to be thoroughly checked on site and all or any discrepancies to be reported to the Architect before any work is put in hand.

57

STRUCTURAL and CIVIL Engineer: (Where applicable) All materials and workmanship to be as specified on the Consultants drawings.

 

1200

7700

 

Lintol above @2465

 

 

 

 

230

S

 

full height brickwork

4

 

B1-42 L-31

1894 300

230

454

85

777

8170

300

7800

3440

746

15

 

230 1000 1416

8285

230

2740

3288

115

300

230

This drawing is not to be scaled, all figured dimensions to be used.

 

 

1311.200

 

 855 



5940

3135

230

230

115

7835

 

500

 

5430

480

230

230

 

6

 

300

115

B1-38 L-25

 

 

8400

1010

32 W07

K

8400

385

Joint stiffener to engineer's detail

Aluminium window

 

 

 

230

5045

900

1588

8400



7800

115

 

T

115

400

2605

A6100-SCH-01

7800

NTS

 

 

2130

B1-69 L-28

TOC 1311.200

230

406

3179

3720 5088

1245

300 7

 

6

A6100-SCH-01

Joint stiffener to engineer's detail

370

1350 518

100-SUB

B1-67 L-25

2134

230 2000

300  886

3629

B1-68 L-28

A6100-SCH-01

Q

310 4175

4640 

3285

6

8090

1000 230 1000 230 

300

 

310

310

300

7800

310 630

KEY PLAN



B1-37 L-26

1 A2000

8130

300

300

1760

230

3460

 

TOC 1311.400

A5003-03



8285

B1-70 L-28

30A

B1-66 L-25

 

A2000-ALT-00

8245

 

1464

6170 230

 



3300

 

300

310

1

B1-36 L-26

5985

230

 

 

 

115

Insulating floor slab to engineer's detail

230

300

1100

600mm wide x 800mm high access hatch

300

7980

400

 

 

R

Cast in situ ramp with trowel finish

600 230

Insulating floor slab to engineer's detail



1840

10958

29A

1600

Insulating floor slab to engineer's detail

600

B1-39 L-12

4870

2390

230

600mm wide x 800mm high access hatch

3600

230

230

230

420

8285

 

2587

2107 230

A5003-03

600mm wide x 800mm high access hatch

S

300

21 8400

9110

4555

230

1250

 

3420

4300

B1-35 L-12

600

230

230

8400 Brickwork joint

7800

2840

7745

Brickwork joint

300

230

20 8400

8055

1250

4300

 655 

7200

 

230



230



1200 Brickwork joint

4220

3219

7458

 

19 8400

8505



230



943

Brickwork joint

230

1614

575

3820 4300

4185

 

18 8400

14235

480

1243

3090 4220

230

17 8400

230

 439 

B1-73 L-29



2126



3015 B1-34 L-11

1770

1175

B1-72 L-29



1200

Movement joint

115 115

230

230 115 300

2150

Brickwork joint

Brickwork joint B1-71 L-29

B1-41 L-30

8400 

2150

16 8400

8285

3990



2150

Brickwork joint

T

Detail 3

8400 

15 8400

230

5775

8400

14 8400 8170

500

8400

4220

8400

8285

230

13

8400

3420

12

230

230

11

information

tender

ARCH discipline:

project:

2530

09/01/15 date:

Author

WS design:

construction

As indicated scale:

drawn:

WS check:

dwg no:

A2100-02-BRK

rev:

23


7

8

9

10

8400

11

8400

12

8400

13

8400

14

8400

KEY PLAN

U/S CEILING 1324.960

NTS

movement joint

Q

Q

This drawing is not to be scaled, all figured dimensions to be used. All Dimensions and cadastral setting out information to be thoroughly checked on site and all or any discrepancies to be reported to the Architect before any work is put in hand.

Blind Track Type C

All work is to comply with the NATIONAL BUILDING REGULATIONS (NBR) AND BUILDING STANDARDS act 103 of 1977 as amended All work is to comply with all relevant specifications and codes of practice of the SOUTH AFRICAN BUREAU OF STANDARDS (SABS) / SOUTH AFRICAN NATIONAL STANDARDS (SANS) and amendments thereto. HEALTH AND SAFETY: All construction activities to conform to the OCCUPATIONAL HEALTH AND SAFETY ACT 1993 (Act No 85 of 1993) 600

P

600

P

All materials and workmanship to be as per the MODEL PREAMBLES FOR TRADES 2008, and any further additional preambles as noted in the Bills of Quantities. All work is to comply with all relevant specifications and codes of practice of the NATIONAL HOME BUILDERS REGISTRATION COUNCIL (NHBRC) (Where applicable) ELECTRICAL Engineer: (Where applicable) All materials and workmanship to be as specified on the Consultants drawings.

STRUCTURAL and CIVIL Engineer: (Where applicable) All materials and workmanship to be as specified on the Consultants drawings.

Blind Track Type C

7870

HVAC Engineer: (Where applicable) All materials and workmanship to be as specified on the Consultants drawings. RATIONAL FIRE Engineer: (Where applicable) All materials and workmanship to be as specified on the Consultants drawings. 2866

Blind track type: C

CO-11

CO-11

WET SERVICES Engineer: (Where applicable) All materials and workmanship to be as specified on the Consultants drawings.

U/S CEILING 1326.310

movement joint

CEILINGS KEY

N

460

movement joint

REFER TO HEAD'S DRAWINGS FOR CEILING LAYOUT

7870

N

SPECIALIST CONSULTANTS (Where applicable) All materials and workmanship to be as specified on the Consultants drawing.

 U/S CEILING 1326.310

600mmx600mm Lay-in accoustic ceiling tiles

B

600mmx600mm Lay-in vinyl clad ceiling tiles

C

Flush plastered plasterboard ceiling

D

Raked Flush plastered plasterboard ceiling

E

600mmx600mm clip-in metal ceiling pans

F

1188mmx1980mm Gyptone Rigitone 8-15-20 Super ceiling panels

G

1200mmx2400mm Gyptone Big Line 6 ceiling panels

H

Skimmed concrete soffit

J

Flush plastered moisture resistant board Supawood

M

600

M

A

Fenco Wet Glass Protection system by others

CO-11 CO-12

U/S CEILING 1324.795 U/S SLAB 1326.770

450

480 Sloping flush plastered plasterboard ceiling @1324.020 at stairs landing 6682

6682

EQ

s.o.p.

CO-9

U/S CEILING 1325.540

U/S CEILING 1325.540

U/S CEILING 1325.540

3260mm Above T.O.C.

3260mm Above T.O.C.

3260mm Above T.O.C.

3200mm Above T.O.C. U/S CEILING 1325.540

U/S CEILING 1325.540 3260mm Above T.O.C.

2680mm Above T.O.C.

1077

245

rev:

317

Line of bulkhead 600

CO-7

7.8m long Fenco Glass Wet Protection by others

1200

1200

6000

CO-9

Line of bulkhead

U/S CEILING 1326.470

4190mm Above T.O.C.

3564

1200

1200

4190mm Above T.O.C. T/O 1326.470 4190mm Above T.O.C.

U/S CEILING 1326.470

4190mm Above T.O.C. 600

600

600

600

660mm long Fenco Glass Wet Protection by others

6000

6000

4190mm Above T.O.C.

U/S CEILING 1326.470 4190mm Above T.O.C.

Edge of beam above ceiling

1200

1200

1800

Edge of beam above ceiling

movement joint

470

Vertical bulkhead

CO-10

6730

4190mm Above T.O.C. U/S CEILING 1326.470 U/S CEILING 1326.470

U/S CEILING 1326.470 4190mm Above T.O.C. U/S CEILING 1326.470 7200

CO-1 600

U/S CEILING 1326.470 4190mm Above T.O.C.

600

1200

movement joint

600

6600

1200

A R C H I T E C T U R E

1200

600

1200

6600

1200

1200

2850

4190mm Above T.O.C. CO-1

H

REFER TO DRAWING: A2904-03 (PORTION 4)

600

170

600

384 600

4 170

6000

6

266

REFER TO DRAWING: A2904-03 (PORTION 3)

ERF 3200, TSHWANE - CNR LILIAN NGOYI ST & MADIBA ST

Vertical bulkhead

movement joint

movement joint

G

Reception: 2nd Floor, 3 Melrose Square,Melrose Arch, +27 11 061 9700 www.lyt.co.za

600

7

8

9

10

CO-10

11

12

13

CTION U R T S N O C FOR

14

Second Floor Ceiling Plan Portion 5 1 : 100

TSHWANE HOUSE

erf no:

U/S CEILING 1326.470

T/O 1326.470

3329

3329

3329

4190mm Above T.O.C.

G

600

4190mm Above T.O.C.

T/O 1326.470

4372

J 650

U/S CEILING 1326.470

4190mm Above T.O.C.

2016-06-27 2016-06-03 2016-01-25 date:

Tsela Tshweu Construction Joint Venture

project:

CO-8

2016-09-09 2016-08-26 2016-08-02 2016-07-21

2671

T/O 1326.470

T/O 1326.470

1200

3328

2671

7.8m long Fenco Glass Wet Protection by others

2060

600

2593

1512

Added missing ceiling Updated Fire and HVAC access hatch positions Issued For Construction Amended Chamber Passage Ceiling Height to 2.2m Issued For Construction Issued for Construction Issued for Construction description:

3 2 1

80

8400

439

8110

317

439

1077

45

J 600

7 6 5 4

3260mm Above T.O.C. U/S CEILING 1324.960

1393

Line of bulkhead Line of bulkhead

AP

H

7.9m long Fenco Glass Wet Protection by others

U/S CEILING 1325.480

1669

3200mm Above T.O.C.

K 1238

80

EQ

U/S CEILING 1325.480

s.o.p.

CO-12

661

345 1135

s.o.p.

930

606

600

930

3260mm Above T.O.C.

600

AP

600

U/S CEILING 1326.770

600 80

650

600

s.o.p.

1800

6000

U/S CEILING 1325.540 1800

3260mm Above T.O.C.

271

2188

U/S CEILING 1325.540

1800

Line of bulkhead

500

80

U/S CEILING 1325.480 2680mm Above T.O.C.

1669

7.9m long Fenco Glass Wet Protection by others

222

102

50 661

K

896 Sloping flush plastered plasterboard ceiling @1321.310 at stairs landing

50

3445

150 950 150

2855

U/S CEILING 1325.050

s.o.p.

U/S CEILING 1324.960 2680mm Above T.O.C.

1100 150

EQ

892

U/S CEILING 1325.050 2770mm Above T.O.C.

EQ

4471

U/S SLAB 1326.770

Sloping flush plastered plasterboard ceiling @1324.700 at stairs landing

2500mm Above T.O.C.

2500mm Above T.O.C. 150 1100

150 150 950

Sloping flush plastered plasterboard 7197 903 ceiling @1321.310 at stairs landing CO-12

U/S CEILING 1326.470 4190mm Above T.O.C.

Flush plastered plasterboard ceiling @1324.700 at stairs landing

600

600

1150

2500mm Above T.O.C.

2500mm Above T.O.C.

150

Sloping flush plastered plasterboard ceiling @1324.700 at stairs landing

movement joint

Flush plastered plasterboard ceiling @1324.020 at stairs landing

U/S CEILING 1324.795

Flush plastered plasterboard ceiling @1324.700 at stairs landing

8100

2600mm Above T.O.C.

U/S CEILING 1324.795

2515mm Above T.O.C.

Sloping flush plastered plasterboard ceiling @1324.020 at stairs landing

U/S CEILING 1324.880

Ce 1C

2200mm Above T.O.C.

2200mm Above T.O.C.

Flush plastered plasterboard ceiling @1324.020 at stairs landing

L

600

2515mm Above T.O.C.

U/S CEILING 1324.795 2515mm Above T.O.C.

3929

 U/S CEILING 1326.470

U/S SLAB 1326.770

1726

s.o.p. 271

600

2515mm Above T.O.C.

2515mm Above T.O.C.

1733

480

movement joint

U/S CEILING 1324.795

600

600

REFER TO SERIES "A5700" DRAWINGS FOR ALL OFFICE ATRIA DETAILS & SECTIONS



drawing title:

CO-11

REFER TO SERIES "A5910" DRAWINGS FOR ALL "CO" SECTIONS

client:

7800

485

6367

L

REFER TO DRAWING: A2904-01 (PORTION 2)

REFER TO DRAWING: A2904-01 (PORTION 1)

AP

Access Hatch as per typical detail

Second Floor Ceiling Plan Portion 5 information

tender

ARCH discipline:

project:

2530

12/04/13 date:

Author

WS design:

construction

As indicated scale:

drawn:

WS check:

dwg no:

A2904-05

rev:

7


300 255mm BRICKWORK PANEL 'C' WITH BRICKFORCE AT INTERVALS TO ENGINEERS DETAILS

300mm BRICKWORK PANEL 'B' WITH GALVD. STEEL WALL TIES EVERY THIRD COURSE 2 COURSES SOLID BRICKWORK AT THE CAVITY WALL BASE R C SLAB TO ENGINEERS' DETAILS

45

R C SLAB TO ENGINEERS' DETAILS

'TAL' SUPERFLEX REINFORCED & 'SIKA' PRO FIBRE REINFORCED COATING BY WATERPROOFING SUB-CONTRACTOR

TOP OF CONCRETE

10mm JOINTEX

NOTES:

2 COURSES SOLID BRICKWORK AT THE WALL BASE

45

TOP OF CONCRETE

GALVANISED MILD STEEL ANGLE TO ENGINEERS' DETAILS WITH 100mm WIDE STRIP EXPANDED METAL

GALVANISED MILD STEEL ANGLE TO ENGINEERS' DETAILS WITH 100mm WIDE STRIP EXPANDED METAL

GALVANISED TIE TO ENGINEERS' DETAILS AT 400mm CENTERS BUILT INTO BRICKWORK

GALVANISED TIE TO ENGINEERS' DETAILS AT 400mm CENTERS BUILT INTO BRICKWORK 10mm JOINTEX

345mm WIDE PRECAST CONCRETE LINTEL OVER CAVITY

REFER TO STRUCTURAL ENGINEERS' DRAWINGS FOR SHELF ANGLES SIZES AND FIXING DETAILS; AND FOR GENERAL BRICKWORK NOTES.

'TAL' SUPERFLEX REINFORCED & 'SIKA' PRO FIBRE REINFORCED COATING BY WATERPROOFING SUB-CONTRACTOR

REFERENCE STRUCTURAL DRAWINGS: SC-GN-01 : GENERAL BRICKWORK NOTES SC-DET-01 : BRICKWORK SHELF ANGLE DETAILS

300mm BRICKWORK PANEL 'B' WITH GALVANISED WALL TIES EVERY THIRD COURSE

345mm BRICKWORK PANEL 'A' WITH GALVD. STEEL WALL TIES EVERY THIRD COURSE

PLASTER AS PER FINISHES SCHEDULE

PLASTER AS PER FINISHES SCHEDULE

345

DETAIL

1A-1

-

SCALE 1:10

SCALE 1:10

2

2

CONCRETE ROOF SLAB TO ENGINEERS' DETAILS

CONCRETE ROOF SLAB TO ENGINEERS' DETAILS

ROOF TOC: 1326.020

INTERNAL CILL BY OTHERS

INTERNAL CILL BY OTHERS

ROOF TOC: 1326.020

5404-01

SCALE 1:25

All work is to comply with the NATIONAL BUILDING REGULATIONS (NBR) AND BUILDING STANDARDS act 103 of 1977 as amended

All Dimensions and cadastral setting out information to be thoroughly checked on site and all or any discrepancies to be reported to the Architect before any work is put in hand.

All work is to comply with all relevant specifications and codes of practice of the SOUTH AFRICAN BUREAU OF STANDARDS (SABS) / SOUTH AFRICAN NATIONAL STANDARDS (SANS) and amendments thereto.

All materials and workmanship to be as per the MODEL PREAMBLES FOR TRADES 2008, and any further additional preambles as noted in the Bills of Quantities.

WET SERVICES Engineer: (Where applicable) All materials and workmanship to be as specified on the Consultants drawings. SPECIALIST CONSULTANTS (Where applicable) All materials and workmanship to be as specified on the Consultants drawing.

PERIMETER BRICKWORK SECTION PANELS 'B' & 'C'

5404-01

ERF 3200, TSHWANE CNR LILIAN NGOYI ST & MADIBA ST

2680 790

3740

3470 2680

2635

790

3740

3470

OFFICE SPACE

POWDER-COATED ALUMINIUM CILL BY WINDOWS SUB-CONTRACTOR CLAY PAVER TO ARCHITECTS' SPEC 0N SAND BEDDING ON 'NO-FINES' CONCRETE LAYER ON WATERPROOFING TO MANUFACTURER'S SPEC ON SCREED TO FALL

GROUND FLOOR TOC: 1314.800 R C SLAB TO STRUCTURAL ENGINEERS' DETAILS

PERIMETER BRICKWORK SECTION PANELS 'B' & 'C'

404-A 5404-01

SCALE 1:25

TSHWANE HOUSE TSHWANE MUNICIPAL OFFICES

2680

790 3740

835

GLAZED ALUMINIUM WINDOW BY SPECIALIST SUB-CONTRACTOR REFER WINDOW SCHEDULE. SHOP DRAWINGS TO BE SUBMITTED FOR APPROVAL

R C SLAB TO STRUCTURAL ENGINEERS' DETAILS

401-B

3740

3440

2590 835 UNPLASTERED BRICKWORK OPENING

790 3740

3470

3470

3740 3740

3470

3470

CLAY PAVER TO ARCHITECTS' SPEC 0N SAND BEDDING ON 'NO-FINES' CONCRETE LAYER ON WATERPROOFING TO MANUFACTURER'S SPEC ON SCREED TO FALL

GROUND FLOOR TOC: 1314.800

600x600mm LAY-IN CEILING TILES TO ARCHITECTS' SPECIFICATION

NEAT SEALANT ALL ROUND WINDOW FRAME. COLOUR TO ARCHITECTS' APPROVAL

2635

2635

PERIMETER BRICKWORK SECTION PANELS 'A' & 'B'

STRUCTURAL and CIVIL Engineer: (Where applicable) All materials and workmanship to be as specified on the Consultants drawings.

850

850

2680

2680 790 2680 790

GROUND FLOOR TOC: 1314.800

SCALE 1:25

All work is to comply with all relevant specifications and codes of practice of the NATIONAL HOME BUILDERS REGISTRATION COUNCIL RATIONAL FIRE Engineer: (Where applicable) All materials and (NHBRC) (Where applicable) workmanship to be as specified on the Consultants drawings. ELECTRICAL Engineer: (Where applicable) All materials and HEALTH AND SAFETY: All construction activities to conform to the OCCUPATIONAL HEALTH AND SAFETY ACT 1993 (Act No 85 of 1993) workmanship to be as specified on the Consultants drawings.

PLASTER AS PER FINISHES SCHEDULE

SOLID BRICKWORK AT CAVITY WALL BASE FOR 2 COURSES WATERPROOFING TO WRAP BEHIND BRICKWORK

CLAY PAVER TO ARCHITECTS' SPEC 0N SAND BEDDING ON 'NO-FINES' CONCRETE LAYER ON WATERPROOFING TO MANUFACTURER'S SPEC ON SCREED TO FALL

HVAC Engineer: (Where applicable) All materials and workmanship to be as specified on the Consultants drawings.

PRECAST CONCRETE LINTELS WITH 150mm OVERLAP OVER OPENING

300mm BRICKWORK PANEL 'B' WITH GALVD. STEEL WALL TIES EVERY THIRD COURSE

OFFICE SPACE

R C SLAB TO STRUCTURAL ENGINEERS' DETAILS

401-A

10mm JOINTEX GALVD. STEEL WALL TIES EVERY THIRD COURSE WITH DRIP TO FACE DOWN

GALVD. STEEL WALL TIES EVERY THIRD COURSE WITH DRIP TO FACE DOWN

600x600mm LAY-IN CEILING TILES TO ARCHITECTS' SPECIFICATION

OFFICE SPACE

project:

PERIMETER BRICKWORK SECTION PANELS 'A' & 'B'

FIRST FLOOR TOC: 1318.540 R C SLAB TO STRUCTURAL ENGINEERS' DETAILS

GALVD. STEEL SHELF ANGLE TO ENGINEERS' DETAILS

DETAIL 4A-1

POWDER-COATED ALUMINIUM CILL BY WINDOWS SUB-CONTRACTOR

R C SLAB TO STRUCTURAL ENGINEERS' DETAILS

POWDER-COATED ALUMINIUM CILL BY WINDOWS SUB-CONTRACTOR

--

600x600mm LAY-IN CEILING TILES TO ARCHITECTS' SPECIFICATION

OFFICE SPACE

404-B 5404-01

SCALE 1:25

Tsela Tshweu Consortium

ARCH

design:

1:25 scale:

0 A rev:

ISSUED FOR CONSTRUCTION ISSUED FOR INFORMATION description:

2015.11.04 2015.10.30 date:

2015.09 date:

WS

information

discipline:

tender

construction

DB drawn:

WS check:

drawing title:

CLAY PAVER TO ARCHITECTS' SPEC 0N SAND BEDDING ON 'NO-FINES' CONCRETE LAYER ON WATERPROOFING TO MANUFACTURER'S SPEC ON SCREED TO FALL

GROUND FLOOR TOC: 1314.800

GLAZED ALUMINIUM WINDOW BY SPECIALIST SUB-CONTRACTOR REFER WINDOW SCHEDULE. SHOP DRAWINGS TO BE SUBMITTED FOR APPROVAL

TPS.P Architects PTY (Ltd) trading as LYT Reg#1995/011105/07

WATERPROOFING TO WRAP BEHIND BRICKWORK

600x600mm LAY-IN CEILING TILES TO ARCHITECTS' SPECIFICATION

UNPLASTERED BRICKWORK OPENING

SOLID BRICKWORK AT CAVITY WALL BASE FOR 4 COURSES BRICKFORCE EVERY COURSE

PRECAST CONCRETE LINTELS WITH 150mm OVERLAP OVER OPENING

10mm JOINTEX

erf:

345

GLAZED ALUMINIUM WINDOW BY SPECIALIST SUB-CONTRACTOR REFER WINDOW SCHEDULE. SHOP DRAWINGS TO BE SUBMITTED FOR APPROVAL

R C SLAB TO STRUCTURAL ENGINEERS' DETAILS

POLYCORD AND POLYSULPHIDE SEALANT - SAMPLE TO BE APPROVED

U/S CEILING

NEAT SEALANT ALL ROUND WINDOW FRAME. COLOUR TO ARCHITECTS' APPROVAL

OFFICE SPACE

SECOND FLOOR TOC: 1322.280

255mm BRICKWORK PANEL 'C' WITH BRICKFORCE AT EVERY COURSE FOR 4 COURSES ABOVE LINTELS

client:

GALVD. STEEL WALL TIES EVERY THIRD COURSE WITH DRIP TO FACE DOWN

R C SLAB TO STRUCTURAL ENGINEERS' DETAILS

600x600mm LAY-IN CEILING TILES TO ARCHITECTS' SPECIFICATION

10mm JOINTEX

SOLID BRICKWORK AT CAVITY WALL BASE FOR 2 COURSES

10mm JOINTEX

UNPLASTERED BRICKWORK OPENING

3325 2680

345mm BRICKWORK PANEL 'A' WITH GALVD. STEEL WALL TIES EVERY THIRD COURSE

BRICKWORK PANEL 'A'

PLASTER AS PER FINISHES SCHEDULE

GALVD. STEEL SHELF ANGLE TO ENGINEERS' DETAILS

255mm BRICKWORK PANEL 'C' WITH BRICKFORCE FOURTH COURSE

FIRST FLOOR TOC: 1318.540

PRECAST CONCRETE LINTELS WITH 150mm OVERLAP OVER OPENING

--

600x600mm LAY-IN CEILING TILES TO ARCHITECTS' SPECIFICATION

OFFICE SPACE

FIRST FLOOR TOC: 1318.540

835

790

PRECAST CONCRETE LINTEL OVER CAVITY AT 3325mm A.T.O.C GALVD. STEEL WALL TIES EVERY THIRD COURSE WITH DRIP TO FACE DOWN

GALVD. STEEL SHELF ANGLE TO ENGINEERS' DETAILS

PLASTER AS PER FINISHES SCHEDULE

OFFICE SPACE

R C SLAB TO STRUCTURAL ENGINEERS' DETAILS

PRECAST CONCRETE LINTEL OVER CAVITY AT 3325mm A.T.O.C

U/S CEILING

600x600mm LAY-IN CEILING TILES TO ARCHITECTS' SPECIFICATION

600x600mm LAY-IN CEILING TILES TO ARCHITECTS' SPECIFICATION

NEAT SEALANT ALL ROUND WINDOW FRAME. COLOUR TO ARCHITECTS' APPROVAL

GLAZED ALUMINIUM WINDOW BY SPECIALIST SUB-CONTRACTOR REFER WINDOW SCHEDULE. SHOP DRAWINGS TO BE SUBMITTED FOR APPROVAL

POLYCORD AND POLYSULPHIDE SEALANT - SAMPLE TO BE APPROVED

U/S CEILING

POWDER-COATED ALUMINIUM CILL BY WINDOWS SUB-CONTRACTOR

POLYCORD AND POLYSULPHIDE SEALANT - SAMPLE TO BE APPROVED

DETAIL 1A-1

This drawing is not to be scaled, all figured dimensions to be used.

835

PRECAST CONCRETE LINTELS WITH 150mm OVERLAP OVER OPENING

GALVD. STEEL SHELF ANGLE TO ENGINEERS' DETAILS

10mm JOINTEX

3470

GALVD. STEEL WALL TIES EVERY THIRD COURSE WITH DRIP TO FACE DOWN

SOLID BRICKWORK AT CAVITY WALL BASE FOR 2 COURSES

10mm JOINTEX

10mm JOINTEX

2680

2680

BRICKWORK PANEL 'B'

3470

SOLID BRICKWORK AT CAVITY WALL BASE FOR 2 COURSES

R C SLAB TO STRUCTURAL ENGINEERS' DETAILS

R C SLAB TO STRUCTURAL ENGINEERS' DETAILS

R C SLAB TO STRUCTURAL ENGINEERS' DETAILS

SOLID BRICKWORK AT CAVITY WALL BASE FOR 2 COURSES POLYCORD AND POLYSULPHIDE SEALANT - SAMPLE TO BE APPROVED

BRICKWORK PANEL 'C'

GALVD. STEEL SHELF ANGLE TO ENGINEERS' DETAILS

SECOND FLOOR TOC: 1322.280

BRICKWORK PANEL 'B'

GALVD. STEEL SHELF ANGLE TO ENGINEERS' DETAILS

SECOND FLOOR TOC: 1322.280

2680

POLYCORD AND POLYSULPHIDE SEALANT - SAMPLE TO BE APPROVED

OFFICE SPACE

2680

POLYCORD AND POLYSULPHIDE SEALANT - SAMPLE TO BE APPROVED

OFFICE SPACE

850

GALVD. STEEL WALL TIES EVERY THIRD COURSE WITH DRIP TO FACE DOWN

PLASTER AS PER FINISHES SCHEDULE

45

2590

SABS CERTIFIED DPC BELOW WINDOW

3740

POWDER-COATED ALUMINIUM CILL BY WINDOWS SUB-CONTRACTOR

SABS CERTIFIED DPC BELOW WINDOW

3440

POWDER-COATED ALUMINIUM CILL BY WINDOWS SUB-CONTRACTOR

SABS CERTIFIED DPC BELOW WINDOW

3740

POWDER-COATED ALUMINIUM CILL BY WINDOWS SUB-CONTRACTOR

SABS CERTIFIED DPC BELOW WINDOW GALVD. STEEL WALL TIES EVERY THIRD COURSE WITH DRIP TO FACE DOWN SOLID BRICKWORK AT CAVITY WALL BASE FOR 2 COURSES

3440

POWDER-COATED ALUMINIUM CILL BY WINDOWS SUB-CONTRACTOR

300mm BRICKWORK PANEL 'B' WITH GALVD. STEEL WALL TIES EVERY THIRD COURSE

FIRST FLOOR TOC: 1318.540

2590

INTERNAL CILL TO INTERIOR DESIGNERS' DETAILS

GALVD. STEEL WALL TIES EVERY THIRD COURSE WITH DRIP TO FACE DOWN

600x600mm LAY-IN CEILING TILES TO ARCHITECTS' SPECIFICATION

3740

GLAZED ALUMINIUM WINDOW BY SPECIALIST SUB-CONTRACTOR REFER WINDOW SCHEDULE. SHOP DRAWINGS TO BE SUBMITTED FOR APPROVAL

INTERNAL CILL TO INTERIOR DESIGNERS' DETAILS

U/S CEILING

3740

GLAZED ALUMINIUM WINDOW BY SPECIALIST SUB-CONTRACTOR REFER WINDOW SCHEDULE. SHOP DRAWINGS TO BE SUBMITTED FOR APPROVAL

GLAZED ALUMINIUM WINDOW BY SPECIALIST SUB-CONTRACTOR REFER WINDOW SCHEDULE. SHOP DRAWINGS TO BE SUBMITTED FOR APPROVAL

790

10mm JOINTEX

General Notes

R C UPSTAND BEAM TO ENGINEERS' DETAILS

GLAZED ALUMINIUM WINDOW BY SPECIALIST SUB-CONTRACTOR REFER WINDOW SCHEDULE. SHOP DRAWINGS TO BE SUBMITTED FOR APPROVAL

2635

R C SLAB TO STRUCTURAL ENGINEERS' DETAILS

600x600mm LAY-IN CEILING TILES TO ARCHITECTS' SPECIFICATION

600x600mm LAY-IN CEILING TILES TO ARCHITECTS' SPECIFICATION

UNPLASTERED BRICKWORK OPENING

2590 850

2680

3740

3440

SECOND FLOOR TOC: 1322.280

OFFICE SPACE

CONCRETE ROOF SLAB TO ENGINEERS' DETAILS

R C UPSTAND BEAM TO ENGINEERS' DETAILS

U/S CEILING

U/S CEILING 600x600mm LAY-IN CEILING TILES TO ARCHITECTS' SPECIFICATION

OFFICE SPACE

WATERPROOFING MEMBRANE TO MANUFACTURERS' SPEC ON SCREED TO FALL TO RAINWATER OUTLETS

760

ROOF TOC: 1326.020

760

R C UPSTAND BEAM TO ENGINEERS' DETAILS

760

R C UPSTAND BEAM TO ENGINEERS' DETAILS

2

WATERPROOFING MEMBRANE TO MANUFACTURERS' SPEC ON SCREED TO FALL TO RAINWATER OUTLETS

WATERPROOFING MEMBRANE TO MANUFACTURERS' SPEC ON SCREED TO FALL TO RAINWATER OUTLETS

CONCRETE ROOF SLAB TO ENGINEERS' DETAILS

OFFICE SPACE

-

2

WATERPROOFING MEMBRANE TO MANUFACTURERS' SPEC ON SCREED TO FALL TO RAINWATER OUTLETS

ROOF TOC: 1326.020

4A-1

760

DETAIL

300

ARCHITECTURE.CONCEPTS.LIFE.FORM.SPACE

Reception: 2nd Floor, 3 Melrose Square,Melrose Arch, +27 11 218 3710 www.lyt.co.za

project:

PERIMETER BRICKWORK - PORTION 4 WEST WING - WEST SECTIONS 401, 404 2530

dwg no:

A5404-02

rev:

0


30mm THICK SAND BEDDING

30mm THICK SAND BEDDING

'INTERDEK' MEMBRANE

'INTERDEK' MEMBRANE

315

CL

LINTOL OVER

314 305

600x300x30 TILE

BRICK PAVERS TO SPEC ON COURSE SAND BEDDING ON WELL COMPACTED EARTH TO ENGINEER'S DETAILS

WATERPROOFING TO WATERPROOFING DETAIL

305 75mm SCREED FILLET TO ASSIT WITH DRAINAGE

WATERPROOFING TO WATERPROOFING DETAIL

CAPPING BEAM TO ENGINEER'S DETAIL

BRICK PAVERS TO SPEC ON COURSE SAND BEDDING ON WELL COMPACTED EARTH TO ENGINEER'S DETAILS

Basement 1

Basement 1 REINFORCED CONCRETE SLAB TO STRUCTURAL ENGINEER'S DETAILS

REINFORCED CONCRETE SLAB TO STRUCTURAL ENGINEER'S DETAILS

SOFT JOINT

Boundary Line

CAPPING BEAM TO ENGINEER'S DETAIL

230mm BRICK WALL WITH BRICKFORCE EVERY 4 COURSES

DRAINAGE LAYER TO ENGINEER'S DETAIL

SOFT JOINT

BRICKFORCE FOR THREE COURSES ABOVE PENETRATION

WATERPROOFING TO WATERPROOFING DETAIL

CAST-IRON RODDING EYE COVER, BENCHED TO SUIT

WATERPROOFING TO WATERPROOFING DETAIL

Basement 2

110mm SLOTTED AGRICULTURAL PIPE IN STONE DRAINAGE LAYER TO STRUCTURAL ENGINEER'S DETAILS

WATERPROOFING TO WATERPROOFING DETAIL

125mm CONCRETE SURFACE BED TO STRUCTURAL ENGINEER'S DETAIL

110mm SLOTTED AGRICULTURAL PIPE IN STONE DRAINAGE LAYER TO STRUCTURAL ENGINEER'S DETAILS

100Ø SOLID PIPE

GEOTEXTILE OR 250 MICRON DPM WITH HOLES FOR BLEEDING WATER AS RECOMMENDED BY SUPPLIER TO SUIT GROUND CONDITIONS

DRAINAGE LAYER TO ENGINEER'S DETAIL

100Ø SOLID PIPE

100Ø SLOTTED GEOPIPE GEOTEXTILE AS RECOMMENDED BY SUPPLIER TO SUIT GROUND CONDITIONS

N Pe 1 1 : 25

BRICKFORCE FOR THREE COURSES ABOVE PENETRATION 85mm WIDE x 170mm HIGH OPENING IN BRICK WALL

DRAINAGE LAYER TO ENGINEER'S DETAIL

230mm BRICK WALL WITH BRICKFORCE EVERY 4 COURSES

BRICKFORCE FOR THREE COURSES ABOVE PENETRATION

COMPACTED EARTH FILL TO ENGINEER'S DETAIL

CAST-IRON RODDING EYE COVER, BENCHED TO SUIT

Basement 2

110mm SLOTTED AGRICULTURAL PIPE IN STONE DRAINAGE LAYER TO STRUCTURAL ENGINEER'S DETAILS

WATERPROOFING TO WATERPROOFING DETAIL

300x300 COVER BY SAINT GOBAIN (OR SIMILAR)

340mm WIDE x 255mm HIGH OPENING IN BRICK WALL

WATERPROOFING TO WATERPROOFING DETAIL

125mm CONCRETE SURFACE BED TO STRUCTURAL ENGINEER'S DETAIL

Basement 2

GEOTEXTILE OR 250 MICRON DPM WITH HOLES FOR BLEEDING WATER AS RECOMMENDED BY SUPPLIER TO SUIT GROUND CONDITIONS

DRAINAGE LAYER TO ENGINEER'S DETAIL

SOFT JOINT

GUNITE WALL TO ENGINEER'S DETAIL

COMPACTED EARTH FILL TO ENGINEER'S DETAIL

CAST-IRON RODDING EYE COVER, BENCHED TO SUIT

SPECIALIST CONSULTANTS (Where applicable) All materials and workmanship to be as specified on the Consultants drawing.

75mm SCREED FILLET TO ASSIT WITH DRAINAGE

85mm WIDE x 170mm HIGH OPENING IN BRICK WALL

WATERPROOFING TO WATERPROOFING DETAIL

300x300 COVER BY SAINT GOBAIN (OR SIMILAR)

340mm WIDE x 255mm HIGH OPENING IN BRICK WALL

WET SERVICES Engineer: (Where applicable) All materials and workmanship to be as specified on the Consultants drawings.

Basement 1

230mm BRICK WALL WITH BRICKFORCE EVERY 4 COURSES

BRICKFORCE FOR THREE COURSES ABOVE PENETRATION

COMPACTED EARTH FILL TO ENGINEER'S DETAIL

RATIONAL FIRE Engineer: (Where applicable) All materials and workmanship to be as specified on the Consultants drawings.

REINFORCED CONCRETE SLAB TO STRUCTURAL ENGINEER'S DETAILS

CAPPING BEAM TO ENGINEER'S DETAIL

75mm SCREED FILLET TO ASSIT WITH DRAINAGE

GUNITE WALL TO ENGINEER'S DETAIL

WATERPROOFING TO WATERPROOFING DETAIL

300x300 COVER BY SAINT GOBAIN (OR SIMILAR)

340mm WIDE x 255mm HIGH OPENING IN BRICK WALL

COMPACTED EARTH FILL TO ENGINEER'S DETAIL

HVAC Engineer: (Where applicable) All materials and workmanship to be as specified on the Consultants drawings. 255 MAKE UP SLAB TO ENGINEER'S DETAIL

CL BRICKWORK

BRICKFORCE FOR THREE COURSES ABOVE PENETRATION

DRAINAGE LAYER TO ENGINEER'S DETAIL

GUNITE WALL TO ENGINEER'S DETAIL

GUNITE WALL TO ENGINEER'S DETAIL

STRUCTURAL and CIVIL Engineer: (Where applicable) All materials and workmanship to be as specified on the Consultants drawings.

WATERPROOFING TO WATERPROOFING DETAIL

CONCRETE DOWNSTAND TO ENGINEER'S DETAIL

CAPPING BEAM TO ENGINEER'S DETAIL

ELECTRICAL Engineer: (Where applicable) All materials and workmanship to be as specified on the Consultants drawings.

GEOTEXTILE LAYER TO SPEC

REINFORCED CONCRETE SLAB TO STRUCTURAL ENGINEER'S DETAILS

230mm BRICK WALL WITH BRICKFORCE EVERY 4 COURSES

BRICK PAVERS TO SPEC ON COURSE SAND BEDDING ON WELL COMPACTED EARTH TO ENGINEER'S DETAILS

Basement 1

WATERPROOFING TO WATERPROOFING DETAIL

85mm WIDE x 155mm HIGH OPENING IN BRICK WALL

DRAINAGE LAYER TO ENGINEER'S DETAIL

170MM BRICKWORK BELOW DOOR

CL

GEOTEXTILE LAYER TO SPEC

Boundary Line

85mm WIDE x 155mm HIGH OPENING IN BRICK WALL

All work is to comply with all relevant specifications and codes of practice of the NATIONAL HOME BUILDERS REGISTRATION COUNCIL (NHBRC) (Where applicable)

CL

CL

CONCRETE UPSTAND TO ENGINEER'S DETAIL

CONCRETE UPSTAND TO ENGINEER'S DETAIL

CL

305

GEOTEXTILE LAYER TO SPEC

75mm SCREED FILLET TO ASSIT WITH DRAINAGE

All materials and workmanship to be as per the MODEL PREAMBLES FOR TRADES 2008, and any further additional preambles as noted in the Bills of Quantities.

CL

CL 305

GEOTEXTILE LAYER TO SPEC

CL

CL

305

REINFORCED CONCRETE SLAB TO ENGINEER'S DETAILS

CL

Boundary Line

CL

MS DOOR FRAME 600x300x30 TILE (REVEAL)

CL

CL

HEALTH AND SAFETY: All construction activities to conform to the OCCUPATIONAL HEALTH AND SAFETY ACT 1993 (Act No 85 of 1993)

CL MS DOOR FRAME

CL

305

CL 305

CL BRICK PAVERS TO SPEC ON COURSE SAND BEDDING ON WELL COMPACTED EARTH TO ENGINEER'S DETAILS

600x300x30 TILE (REVEAL)

305

CL

2980

600x300x30 TILE

1525

CL

CL

All Dimensions and cadastral setting out information to be thoroughly checked on site and all or any discrepancies to be reported to the Architect before any work is put in hand.

All work is to comply with all relevant specifications and codes of practice of the SOUTH AFRICAN BUREAU OF STANDARDS (SABS) / SOUTH AFRICAN NATIONAL STANDARDS (SANS) and amendments thereto.

CL

305

CL 305

CL

MS FANLIGHT

CL

This drawing is not to be scaled, all figured dimensions to be used.

All work is to comply with the NATIONAL BUILDING REGULATIONS (NBR) AND BUILDING STANDARDS act 103 of 1977 as amended

CL

MS FANLIGHT

305

600x300x30 TILE (SILL)

SOFT JOINT

REINFORCED CONCRETE BEAM TO STRUCTURAL ENGINEER'S DETAILS

S.O.P for tiling

CL

Boundary Line

SOFT JOINT

SOFT JOINT

LINTOL OVER 600x300x30 TILE (SILL)

305

CL

CL 600x300x30 TILE

SAND/CEMENT SCREED LAID TO FALL TO FLOOR OUTLETS

SOFT JOINT

CL

ALUMINIUM LOUVRE

WATERPROOFING TO WATERPROOFING DETAIL

305

600x300x30 TILE (REVEAL)

315

315

600x300x30 TILE (SILL)

600x300x30 TILE

'INTERDEK' MEMBRANE

CL

CL

REINFORCED CONCRETE BEAM TO STRUCTURAL ENGINEER'S DETAILS

S.O.P for tiling

CL

SOFT JOINT

305

CL

600x300x30 TILE (SOFFIT)

REINFORCED CONCRETE UPSTAND TO STRUCTURAL ENGINEER'S DETAILS

305

REINFORCED CONCRETE BEAM TO STRUCTURAL ENGINEER'S DETAILS

CL

600x300x30 TILE

70mm THICK 'NO-FINES' CONCRETE 600x134x30 TILE

CL

SAND/CEMENT SCREED LAID TO FALL TO FLOOR OUTLETS

CL REINFORCED CONCRETE BEAM TO STRUCTURAL ENGINEER'S DETAILS

S.O.P for tiling S.O.P for tiling

305

S.O.P for tiling

WATERPROOFING TO WATERPROOFING DETAIL

CL

CL

600x300x30 TILE

600x134x30 TILE

30mm THICK SAND BEDDING

600x300x30 TILE

2980

REINFORCED CONCRETE UPSTAND TO STRUCTURAL ENGINEER'S DETAILS

CL

CL 600x300x30 TILE

CL

REINFORCED CONCRETE UPSTAND TO STRUCTURAL ENGINEER'S DETAILS

305

REINFORCED CONCRETE UPSTAND TO STRUCTURAL ENGINEER'S DETAILS

600x134x30 TILE

75mm SCREED FILLET TO ASSIT WITH DRAINAGE

134

75mm SCREED FILLET TO ASSIT WITH DRAINAGE

SAND/CEMENT SCREED LAID TO FALL TO FLOOR OUTLETS

'INTERDEK' MEMBRANE

305

600x134x30 TILE

600x300x30 TILE

314

600x300x30 TILE

SAND/CEMENT SCREED LAID TO FALL TO FLOOR OUTLETS

134

70mm THICK 'NO-FINES' CONCRETE

CL

60mm CLAY PAVER TO ARCHITECTS' SPEC

FENCE AS PER ARCHITECT'S DETAIL

30mm THICK SAND BEDDING

600x300x30 TILE

WATERPROOFING TO WATERPROOFING DETAIL

WATERPROOFING TO WATERPROOFING DETAIL

60mm CLAY PAVER TO ARCHITECTS' SPEC

FENCE AS PER ARCHITECT'S DETAIL

60mm CLAY PAVER TO ARCHITECTS' SPEC

60mm CLAY PAVER TO ARCHITECTS' SPEC

100Ø SLOTTED GEOPIPE

GEOTEXTILE AS RECOMMENDED BY SUPPLIER TO SUIT GROUND CONDITIONS

GEOTEXTILE AS RECOMMENDED BY SUPPLIER TO SUIT GROUND CONDITIONS

CAST-IRON RODDING EYE COVER, BENCHED TO SUIT 125mm CONCRETE SURFACE BED TO STRUCTURAL ENGINEER'S DETAIL

Basement 2

110mm SLOTTED AGRICULTURAL PIPE IN STONE DRAINAGE LAYER TO STRUCTURAL ENGINEER'S DETAILS

100Ø SOLID PIPE

100Ø SLOTTED GEOPIPE

300x300 COVER BY SAINT GOBAIN (OR SIMILAR)

340mm WIDE x 255mm HIGH OPENING IN BRICK WALL

WATERPROOFING TO WATERPROOFING DETAIL

125mm CONCRETE SURFACE BED TO STRUCTURAL ENGINEER'S DETAIL

GEOTEXTILE OR 250 MICRON DPM WITH HOLES FOR BLEEDING WATER AS RECOMMENDED BY SUPPLIER TO SUIT GROUND CONDITIONS

DRAINAGE LAYER TO ENGINEER'S DETAIL

BRICKFORCE FOR THREE COURSES ABOVE PENETRATION

GEOTEXTILE OR 250 MICRON DPM WITH HOLES FOR BLEEDING WATER AS RECOMMENDED BY SUPPLIER TO SUIT GROUND CONDITIONS

DRAINAGE LAYER TO ENGINEER'S DETAIL

100Ø SOLID PIPE 100Ø SLOTTED GEOPIPE GEOTEXTILE AS RECOMMENDED BY SUPPLIER TO SUIT GROUND CONDITIONS

N Pe 2

N Pe 3

N Pe 4

1 : 25

1 : 25

1 : 25

T

T

60mm CLAY PAVER TO ARCHITECTS' SPEC

FENCE AS PER ARCHITECT'S DETAIL

70mm THICK 'NO-FINES' CONCRETE

SAND/CEMENT SCREED LAID TO FALL TO FLOOR OUTLETS

315

CL

600x300x30 TILE (SILL)

CL

600x300x30 TILE

CL

REINFORCED CONCRETE BEAM TO STRUCTURAL ENGINEER'S DETAILS

S.O.P for tiling

CL

CL

CL

CL

CL

CL

CL

3 2 1

REINFORCED CONCRETE SLAB TO STRUCTURAL ENGINEER'S DETAILS

75mm SCREED FILLET TO ASSIT WITH DRAINAGE

Boundary Line

BRICKFORCE FOR THREE COURSES ABOVE PENETRATION 85mm WIDE x 170mm HIGH OPENING IN BRICK WALL

BRICKFORCE FOR THREE COURSES ABOVE PENETRATION

230mm BRICK WALL WITH BRICKFORCE EVERY 4 COURSES

BRICKFORCE FOR THREE COURSES ABOVE PENETRATION

WATERPROOFING TO WATERPROOFING DETAIL

Basement 2

DRAINAGE LAYER TO ENGINEER'S DETAIL

BRICKFORCE FOR THREE COURSES ABOVE PENETRATION

100Ø SOLID PIPE

110mm SLOTTED AGRICULTURAL PIPE IN STONE DRAINAGE LAYER TO STRUCTURAL ENGINEER'S DETAILS

GEOTEXTILE OR 250 MICRON DPM WITH HOLES FOR BLEEDING WATER AS RECOMMENDED BY SUPPLIER TO SUIT GROUND CONDITIONS

DRAINAGE LAYER TO ENGINEER'S DETAIL

100Ø SOLID PIPE

BRICKFORCE FOR THREE COURSES ABOVE PENETRATION

300x300 COVER BY SAINT GOBAIN (OR SIMILAR)

340mm WIDE x 255mm HIGH OPENING IN BRICK WALL

CAST-IRON RODDING EYE COVER, BENCHED TO SUIT

DRAINAGE LAYER TO ENGINEER'S DETAIL

WATERPROOFING TO WATERPROOFING DETAIL COMPACTED EARTH FILL TO ENGINEER'S DETAIL

100Ø SOLID PIPE

100Ø SLOTTED GEOPIPE

100Ø SLOTTED GEOPIPE

GEOTEXTILE AS RECOMMENDED BY SUPPLIER TO SUIT GROUND CONDITIONS

GEOTEXTILE AS RECOMMENDED BY SUPPLIER TO SUIT GROUND CONDITIONS

110mm SLOTTED AGRICULTURAL PIPE IN STONE DRAINAGE LAYER TO STRUCTURAL ENGINEER'S DETAILS

N Pe 9

1 : 25

1 : 25

1 : 25

1 : 25

client: DRAINAGE LAYER TO ENGINEER'S DETAIL

project:

A R C H I T E C T U R E

125mm CONCRETE SURFACE BED TO STRUCTURAL ENGINEER'S DETAIL

GEOTEXTILE OR 250 MICRON DPM WITH HOLES FOR BLEEDING WATER AS RECOMMENDED BY SUPPLIER TO SUIT GROUND CONDITIONS 100Ø SOLID PIPE

GEOTEXTILE AS RECOMMENDED BY SUPPLIER TO SUIT GROUND CONDITIONS

N Pe 8

CAST-IRON RODDING EYE COVER, BENCHED TO SUIT

100Ø SLOTTED GEOPIPE

N Pe 5

300x300 COVER BY SAINT GOBAIN (OR SIMILAR)

340mm WIDE x 255mm HIGH OPENING IN BRICK WALL

Basement 2

GEOTEXTILE OR 250 MICRON DPM WITH HOLES FOR BLEEDING WATER AS RECOMMENDED BY SUPPLIER TO SUIT GROUND CONDITIONS

GEOTEXTILE AS RECOMMENDED BY SUPPLIER TO SUIT GROUND CONDITIONS

BRICKFORCE FOR THREE COURSES ABOVE PENETRATION

WATERPROOFING TO WATERPROOFING DETAIL

125mm CONCRETE SURFACE BED TO STRUCTURAL ENGINEER'S DETAIL

100Ø SLOTTED GEOPIPE

85mm WIDE x 170mm HIGH OPENING IN BRICK WALL

230mm BRICK WALL WITH BRICKFORCE EVERY 4 COURSES

N Pe 4-2

BRICKFORCE FOR THREE COURSES ABOVE PENETRATION

GUNITE WALL TO ENGINEER'S DETAIL

Basement 2

110mm SLOTTED AGRICULTURAL PIPE IN STONE DRAINAGE LAYER TO STRUCTURAL ENGINEER'S DETAILS

ERF 3200, TSHWANE - CNR LILIAN NGOYI ST & MADIBA ST

SOFT JOINT

DRAINAGE LAYER TO ENGINEER'S DETAIL

WATERPROOFING TO WATERPROOFING DETAIL

125mm CONCRETE SURFACE BED TO STRUCTURAL ENGINEER'S DETAIL

Basement 2

GEOTEXTILE OR 250 MICRON DPM WITH HOLES FOR BLEEDING WATER AS RECOMMENDED BY SUPPLIER TO SUIT GROUND CONDITIONS

COMPACTED EARTH FILL TO ENGINEER'S DETAIL

CAST-IRON RODDING EYE COVER, BENCHED TO SUIT

WATERPROOFING TO WATERPROOFING DETAIL

125mm CONCRETE SURFACE BED TO STRUCTURAL ENGINEER'S DETAIL

WATERPROOFING TO WATERPROOFING DETAIL

300x300 COVER BY SAINT GOBAIN (OR SIMILAR)

340mm WIDE x 255mm HIGH OPENING IN BRICK WALL

COMPACTED EARTH FILL TO ENGINEER'S DETAIL

CAST-IRON RODDING EYE COVER, BENCHED TO SUIT

85mm WIDE x 170mm HIGH OPENING IN BRICK WALL

GUNITE WALL TO ENGINEER'S DETAIL

WATERPROOFING TO WATERPROOFING DETAIL

300x300 COVER BY SAINT GOBAIN (OR SIMILAR)

340mm WIDE x 255mm HIGH OPENING IN BRICK WALL

BRICKFORCE FOR THREE COURSES ABOVE PENETRATION

TSHWANE HOUSE

75mm SCREED FILLET TO ASSIT WITH DRAINAGE

230mm BRICK WALL WITH BRICKFORCE EVERY 4 COURSES

GUNITE WALL TO ENGINEER'S DETAIL

Basement 1 REINFORCED CONCRETE SLAB TO STRUCTURAL ENGINEER'S DETAILS

CAPPING BEAM TO ENGINEER'S DETAIL

SOFT JOINT

DRAINAGE LAYER TO ENGINEER'S DETAIL

230mm BRICK WALL WITH BRICKFORCE EVERY 4 COURSES

WATERPROOFING TO WATERPROOFING DETAIL

75mm SCREED FILLET TO ASSIT WITH DRAINAGE

85mm WIDE x 170mm HIGH OPENING IN BRICK WALL

CL

GEOTEXTILE LAYER TO SPEC

REINFORCED CONCRETE SLAB TO STRUCTURAL ENGINEER'S DETAILS

CAPPING BEAM TO ENGINEER'S DETAIL

SOFT JOINT

DRAINAGE LAYER TO ENGINEER'S DETAIL

305

GEOTEXTILE LAYER TO SPEC WATERPROOFING TO WATERPROOFING DETAIL

75mm SCREED FILLET TO ASSIT WITH DRAINAGE

CAPPING BEAM TO ENGINEER'S DETAIL

SOFT JOINT

Basement 1

BRICKWORK

erf no:

GEOTEXTILE LAYER TO SPEC WATERPROOFING TO WATERPROOFING DETAIL

BRICK PAVERS TO SPEC ON COURSE SAND BEDDING ON WELL COMPACTED EARTH TO ENGINEER'S DETAILS

FOR CONSTRUCTION 

Reception: 2nd Floor, 3 Melrose Square,Melrose Arch, +27 11 061 9700 www.lyt.co.za drawing title:

Basement 1

CL

CL

Boundary Line

Basement 1

BRICK PAVERS TO SPEC ON COURSE SAND BEDDING ON WELL COMPACTED EARTH TO ENGINEER'S DETAILS

185 MAKE UP SLAB TO ENGINEER'S DETAIL

Tsela Tshweu Construction Joint Venture

CL

CL

CL BRICKWORK

2016-01-28 2015-11-27 2015-11-05 date:

305

305

305 305 BRICK PAVERS TO SPEC ON COURSE SAND BEDDING ON WELL COMPACTED EARTH TO ENGINEER'S DETAILS

305

305

305

305 305 305 305

255 MAKE UP SLAB TO ENGINEER'S DETAIL

Issued for Construction Changed Tiling Note Issued For Construction description:

rev:

CL

CL

CL

230mm BRICK WALL WITH BRICKFORCE EVERY 4 COURSES

CL

CL

CL

CL

REINFORCED CONCRETE SLAB TO STRUCTURAL ENGINEER'S DETAILS

Boundary Line

600x300x30 TILE (REVEAL)

CL

GUNITE WALL TO ENGINEER'S DETAIL

110mm SLOTTED AGRICULTURAL PIPE IN STONE DRAINAGE LAYER TO STRUCTURAL ENGINEER'S DETAILS

CL

CL

GEOTEXTILE LAYER TO SPEC

SAND/CEMENT SCREED LAID TO FALL TO FLOOR OUTLETS

1525

305 305 305

600x300x30 TILE (REVEAL)

WATERPROOFING TO WATERPROOFING DETAIL

COMPACTED EARTH FILL TO ENGINEER'S DETAIL

CL

WATERPROOFING TO WATERPROOFING DETAIL

CL

CL

REINFORCED CONCRETE BEAM TO STRUCTURAL ENGINEER'S DETAILS

S.O.P for tiling

'INTERDEK' MEMBRANE

MS DOOR FRAME

CL

CL BRICKWORK

WATERPROOFING TO WATERPROOFING DETAIL

REINFORCED CONCRETE UPSTAND TO STRUCTURAL ENGINEER'S DETAILS

CL

CL

CL

CL

DRAINAGE LAYER TO ENGINEER'S DETAIL

SAND/CEMENT SCREED LAID TO FALL TO FLOOR OUTLETS

SOFT JOINT 600x300x30 TILE (SILL)

MS FANLIGHT

CL

CL

CAPPING BEAM TO ENGINEER'S DETAIL

600x300x30 TILE

70mm THICK 'NO-FINES' CONCRETE

CL

600x134x30 TILE

ALUMINIUM LOUVRE

CL

CL

WATERPROOFING TO WATERPROOFING DETAIL

CL

REINFORCED CONCRETE BEAM TO STRUCTURAL ENGINEER'S DETAILS

S.O.P for tiling

30mm THICK SAND BEDDING

600x300x30 TILE

ALUMINIUM LOUVRE

CL

BRICK PAVERS TO SPEC ON COURSE SAND BEDDING ON WELL COMPACTED EARTH TO ENGINEER'S DETAILS

REINFORCED CONCRETE UPSTAND TO STRUCTURAL ENGINEER'S DETAILS

'INTERDEK' MEMBRANE

LINTOL OVER

LINTOL OVER

CL

CL

600x300x30 TILE (REVEAL)

CL

SAND/CEMENT SCREED LAID TO FALL TO FLOOR OUTLETS

SOFT JOINT

70mm THICK 'NO-FINES' CONCRETE 600x134x30 TILE

60mm CLAY PAVER TO ARCHITECTS' SPEC

FENCE AS PER ARCHITECT'S DETAIL

30mm THICK SAND BEDDING

305

305

600x300x30 TILE

WATERPROOFING TO WATERPROOFING DETAIL

CL

CL

REINFORCED CONCRETE BEAM TO STRUCTURAL ENGINEER'S DETAILS

S.O.P for tiling

60mm CLAY PAVER TO ARCHITECTS' SPEC

600x300x30 TILE

Boundary Line

600x300x30 TILE (SILL)

SOFT JOINT

'INTERDEK' MEMBRANE

1525

600x300x30 TILE (REVEAL)

CL

305

600x300x30 TILE (SOFFIT)

REINFORCED CONCRETE UPSTAND TO STRUCTURAL ENGINEER'S DETAILS

CL

CL 600x300x30 TILE

CL

314

REINFORCED CONCRETE UPSTAND TO STRUCTURAL ENGINEER'S DETAILS

70mm THICK 'NO-FINES' CONCRETE 600x134x30 TILE

T

FENCE AS PER ARCHITECT'S DETAIL

30mm THICK SAND BEDDING

600x300x30 TILE

WATERPROOFING TO WATERPROOFING DETAIL

315

CL

'INTERDEK' MEMBRANE

600x134x30 TILE

60mm CLAY PAVER TO ARCHITECTS' SPEC

FENCE AS PER ARCHITECT'S DETAIL

30mm THICK SAND BEDDING

600x300x30 TILE

T

Basemement Perimeter Sections 1 information

tender

ARCH discipline:

WS design: project:

2530

construction

1 : 25 scale:

11/02/15 date:

DB drawn:

WS check:

dwg no:

A3200-01

rev:

3


Existing brickwork

8mm clear toughened safety glass

Existing brickwork 3

52 15

11

52 26

New 52x52x5mm powder coated MS plate welded to baseplate

Counter sunk fixing

New 30x60x2.5mm powder coated MS plate fixed to MS SHS post

6 Counter sunk fixing

Line of glass behind

5

790

52

Neoprene gasket

8mm clear toughened safety glass

12

New 52x52x5mm powder coated MS plate welded to baseplate Counter sunk fixing

5

30

Packing piece

This drawing is not to be scaled, all figured dimensions to be used. All Dimensions and cadastral setting out information to be thoroughly checked on site and all or any discrepancies to be reported to the Architect before any work is put in hand.

Neoprene gasket 28 Existing flush plaster ceiling

Existing flush plaster ceiling

2.680 Ceiling

New 30x60x2.5mm powder coated MS plate fixed to MS SHS post

2.680 Ceiling

Existing tiling

Sim

B

A5000-SCREEN-00

A5000-SCREEN-00

A

A5000-SCREEN-00

New 52x52x5mm powder coated MS glass corner fitting as per detail

A

Sim

A5000-SCREEN-00

New 52x52x5mm powder coated MS glass corner fitting as per detail

2.100 Top of Screen

20

Existing brickwork

Sim

HEALTH AND SAFETY: All construction activities to conform to the OCCUPATIONAL HEALTH AND SAFETY ACT 1993 (Act No 85 of 1993)

Glass Fixing to Brickwork

580

580

B

Sim

39

1:1

All work is to comply with all relevant specifications and codes of practice of the NATIONAL HOME BUILDERS REGISTRATION COUNCIL (NHBRC) (Where applicable)

2.100 Top of Screen 52

3

26

New 52x52x5mm powder coated MS glass corner fitting as per detail

11

695

38

15

735

735

ELECTRICAL Engineer: (Where applicable) All materials and workmanship to be as specified on the Consultants drawings.

8mm clear toughened safety glass

New 52x52x5mm powder coated MS glass corner fitting as per detail

20

All materials and workmanship to be as per the MODEL PREAMBLES FOR TRADES 2008, and any further additional preambles as noted in the Bills of Quantities.

Existing brickwork

8mm clear toughened safety glass

All work is to comply with all relevant specifications and codes of practice of the SOUTH AFRICAN BUREAU OF STANDARDS (SABS) / SOUTH AFRICAN NATIONAL STANDARDS (SANS) and amendments thereto.

SECTION

Existing tiling New 38x38x2.5mm 2674mm high powder coated MS SHS post welded to baseplate

Existing tiling

A

All work is to comply with the NATIONAL BUILDING REGULATIONS (NBR) AND BUILDING STANDARDS act 103 of 1977 as amended

New 52x52x5mm powder coated MS plate welded to baseplate

PLAN

Existing brickwork

New 38x38x2.5mm 2675mm high powder coated MS SHS post welded to baseplate

26

Packing piece

20

8mm clear toughened safety glass

HVAC Engineer: (Where applicable) All materials and workmanship to be as specified on the Consultants drawings.

Counter sunk fixing

New 52x52x5mm powder coated MS plate welded to baseplate

6

STRUCTURAL and CIVIL Engineer: (Where applicable) All materials and workmanship to be as specified on the Consultants drawings.

52

Counter sunk fixing

New 30x60x2.5mm powder coated MS plate fixed to MS SHS post

Line of glass behind

5

52

Neoprene gasket

New 38x38x2.5mm powder coated MS SHS post

12

30

New 38x38x2.5mm powder coated MS SHS post

New 52x52x5mm powder coated MS plate welded to baseplate

5 2657

8mm clear toughened safety glass with vinyl decal (frosted) reverse applied to face as detailed

26

1680

New 52x52x5mm powder coated MS plate welded to baseplate

MALE TOILETS

39

PLAN

SPECIALIST CONSULTANTS (Where applicable) All materials and workmanship to be as specified on the Consultants drawing.

Interpon Powder Coating Product Code: YL216P Product Class: 2525 Colour Description: Anthracite Grey Matt

28

New 30x60x2.5mm powder coated MS plate fixed to MS SHS post

Existing tiling

WET SERVICES Engineer: (Where applicable) All materials and workmanship to be as specified on the Consultants drawings.

All steel powder coated to the following spec:

Counter sunk fixing Neoprene gasket

1680

1680

1680

1640

2657

BACK FACE OF VINYL

RATIONAL FIRE Engineer: (Where applicable) All materials and workmanship to be as specified on the Consultants drawings.

SECTION

Glass Fixing to Post B

FEMALE & MALE TOILETS

B

Existing brickwork

Sim

20

0.420 Bottom of Screen

B

New 52x52x5mm powder coated MS glass corner fitting as per detail

420

Sim

A5000-SCREEN-00

New 76x76x2.5mm MS baseplate fixed through existing tiles with counter sunk screws

Existing tiling

Existing tiling

0.017 F.F.L.

A

Sim

New 76x76x2.5mm MS baseplate fixed through existing tiles with counter sunk screws

A5000-SCREEN-00

Existing tiling

C

New 38x38x2.5mm 2675mm high powder coated MS SHS post welded to baseplate New 76x76x2.5mm MS baseplate fixed through existing tiles with counter sunk screws

0.017 F.F.L.

0.000 T.O.C.

Section E-1 1

New 38x38x2.5mm powder coated MS SHS post welded to baseplate

Sim

A5000-SCREEN-00

Existing brickwork

New 38x38x2.5mm 2675mm high powder coated MS SHS post welded to baseplate

Counter sunk screw fixed through existing tiles

0.420 Bottom of Screen

8mm clear toughened safety glass

New 52x52x5mm powder coated MS glass corner fitting as per detail

C

39

New 52x52x5mm powder coated MS glass corner fitting as per detail

A5000-SCREEN-00

New 76x76x2.5mm MS baseplate fixed through existing tiles with counter sunk screws

Counter sunk screw fixed through existing tiles

76

Sim

A5000-SCREEN-00

39

420

A

New 52x52x5mm powder coated MS glass corner fitting as per detail

1:1

New 38x38x2.5mm powder coated MS SHS post welded to baseplate

0.000 T.O.C.

Existing tiling

Sim

Setion E-2

A5000-SCREEN-00

1 : 10

2

1 : 10 76

76

PLAN

SECTION

Post Bottom Fixing Detail C

1:1 695

695 348

348

Edge of vinyl

348 centre line

Edge of vinyl

centre line

348

Edge of vinyl

Edge of vinyl

148 143



302

219

143

226

219

1135 16

16

R1

2.680 Ceiling

R1

1100

R8

6

253

232

R 86

Tsela Tshweu Construction Joint Venture

client:

R 143

13

13 R1

30

30

R1

R 143

143

424

VINYL DECAL TO THIS FACE ONLY

26

30

30

26

30

394

363

56

30

244

30

56

30

26

30

30

30

erf no:

30

PROJECT ADDRESSERF 3200, TSHWANE - CNR LILIAN NGOYI ST & MADIBA ST

1680

256

43

26

1640

1640

30

TSHWANE HOUSE

project:

30

2657

30

51

30

67

30

598

30

67

30

30

30

2016-08-05 2016-07-21 date:

Design printed on reverse side of vinyl

Design printed on reverse side of vinyl

New 52x52x5mm powder coated MS glass corner fitting behind as per detail

Issued for Approval Issued for Costing description:

rev:

R 113

3 R 14

43

R 113

2.100 Top of Screen

B A

30

30

580

555

Existing tiling

R1

New 38x38x2.5mm 2674mm high powder coated MS SHS post welded to baseplate

21

New 38x38x2.5mm 1100mm long powder coated MS SHS post welded to baseplate

Existing brickwork

458

Line of new 8mm clear toughened safety glass with vinyl decals to each side as per detail New 52x52x5mm powder coated MS glass corner fitting behind as per detail

A R C H I T E C T U R E

0.420 Bottom of Screen Reception: 2nd Floor, 3 Melrose Square,Melrose Arch, +27 11 061 9700 www.lyt.co.za

137

Screen

Edge of vinyl

Male Decal Detail

1 : 10

D 

30

26

drawing title:

30 30

82

30

26

Typical Toilet Screen Details

30

137

information

FRONT FACE OF VINYL

1:5 

design:

1:5

project:

construction

As indicated scale:

05/25/16 date:

Author

WS

Edge of vinyl

Female Decal Detail E

tender

ARCH discipline:

Section E-3 4

FRONT FACE OF VINYL

3

100

0.000 T.O.C.

30

30

0.017 F.F.L.

100

Existing tiling

30

420

drawn:

WS check:

dwg no:

2530 A5000-SCREEN-00 



rev:

B


format:

A0

General Notes 13

14

15

16

17

18

19

20 LIGHTING ZONE

T

T

S

S

SPRINKLER ZONE ELECTRICAL SUPPLY ZONE

Ø160mm Pluvia

WET SERVICE WATER SUPPLY ZONE

Surface Mounted Light

Sprinkler Head

HVAC Duct

Ø50mm Sprinkler Range Pipe

BASEMENT 1 ZONELevel1to U/S Soffit

Floor to Soffit Height

R

3300mm

KEY PLAN NTS

This drawing is not to be scaled, all figured dimensions to be used.

2400 to B1 Floor

R



Duct Support Bracket

175

Electrical Cable Tray Ø150mm Sprinkler Main

900

12

3300 to B1 Floor

11

575

10

100

9



175

8

150

7

75

6

100

5

225

4

150

3

215

2

PLUMBING ZONE 900

1

SOFFIT 1311.425

1314.500

All Dimensions and cadastral setting out information to be thoroughly checked on site and all or any discrepancies to be reported to the Architect before any work is put in hand. All work is to comply with the NATIONAL BUILDING REGULATIONS (NBR) AND BUILDING STANDARDS act 103 of 1977 as amended All work is to comply with all relevant specifications and codes of practice of the SOUTH AFRICAN BUREAU OF STANDARDS (SABS) / SOUTH AFRICAN NATIONAL STANDARDS (SANS) and amendments thereto.

ZONE 2

HEALTH AND SAFETY: All construction activities to conform to the OCCUPATIONAL HEALTH AND SAFETY ACT 1993 (Act No 85 of 1993)

Ø150mm Sprinkler Main Electrical Cable Tray

Surface Mounted Light

HVAC Duct

ELECTRICAL Engineer: (Where applicable) All materials and workmanship to be as specified on the Consultants drawings. Duct Support Bracket

P

BASEMENT 1 ZONELevel2to U/S Soffit Floor to Soffit Height 2980mm

STRUCTURAL and CIVIL Engineer: (Where applicable) All materials and workmanship to be as specified on the Consultants drawings. HVAC Engineer: (Where applicable) All materials and workmanship to be as specified on the Consultants drawings. RATIONAL FIRE Engineer: (Where applicable) All materials and workmanship to be as specified on the Consultants drawings. WET SERVICES Engineer: (Where applicable) All materials and workmanship to be as specified on the Consultants drawings.

1314.180

SPECIALIST CONSULTANTS (Where applicable) All materials and workmanship to be as specified on the Consultants drawing.

150

175

ELECTRICAL SUPPLY ZONE

575

215

SPRINKLER ZONE

75

Sprinkler Head

HVAC Duct

Ø160mm Pluvia WET SERVICE WATER SUPPLY ZONE

Surface Mounted Light

Electrical Cable Tray

Ø50mm Sprinkler Range Pipe Duct Support Bracket

Ø150mm Sprinkler Main

2980 to B1 Floor

M

100

PLUMBING ZONE 580

LIGHTING ZONE

M

100

N

230

N

All work is to comply with all relevant specifications and codes of practice of the NATIONAL HOME BUILDERS REGISTRATION COUNCIL (NHBRC) (Where applicable)

550

Ø50mm Sprinkler Range Pipe

2950 to B1 Floor

Ø160mm Pluvia WET SERVICE WATER SUPPLY ZONE

575

100

75

150

175

All materials and workmanship to be as per the MODEL PREAMBLES FOR TRADES 2008, and any further additional preambles as noted in the Bills of Quantities. Sprinkler Head

2400 to B1 Floor

P

ELECTRICAL SUPPLY ZONE

580

SPRINKLER ZONE

200

PLUMBING ZONE 550

LIGHTING ZONE

100

Q 215

Q

L

BASEMENT 1 ZONELevel3to U/S Soffit

L

Floor to Soffit Height

Level to U/S Soffit

3300mm

1314.500

Zone 2

2980mm

1314.180

Zone 3

2950mm

1314.150

Zone 4

2400mm

1313.600

Zone 5

2700mm

1313.900

Zone 6

2630mm

1313.830

Zone 7

2380mm

1313.580

Zone 8

1800mm

1313.000

2400 to B1 Floor

B1 SOFFIT KEY

Zone Zone 1

Floor to Soffit Height 2950mm

J

ELECTRICAL SUPPLY ZONE

175 350

150

SPRINKLER ZONE

75

100

LIGHTING ZONE

100

J

PLUMBING ZONE 350

K

1630

K

1314.150

Electrical Cable Tray

Ø50mm Sprinkler Range Pipe

H

2400 to B1 Floor

BASEMENT 1 ZONELevel4to U/S Soffit

H

2700 to B1 Floor

Sprinkler Head

Floor to Soffit Height 2400mm

1313.600

300

100

LIGHTING ZONE SPRINKLER ZONE ELECTRICAL SUPPLY ZONE

175

G

14234

PLUMBING ZONE

4579

4 x Ø75mm Waterfeature penetrations above to ground floor west waterfeature

50 150

G

4 x Ø75mm Waterfeature penetrations above to ground floor west waterfeature

Ø50mm Sprinkler Range Pipe

F 2400 to B1 Floor

F

Surface Mounted Light

Ø150mm Sprinkler Main

9654

BASEMENT 1 ZONELevel5to U/S Soffit

Floor to Soffit Height

4 x Ø75mm Waterfeature pipes from B2

2700mm E

D

D

rev:

1313.900

2016-08-22 2016-04-19 2016-03-8 2016-02-09 2015-12-18 2015-11-25 2015-11-18 2015-11-13 date:

Tsela Tshweu Construction Joint Venture

project:

230

150

230

TSHWANE HOUSE

C

2400 to B1 Floor

BASEMENT 1 ZONELevel6to U/S Soffit

ERF 3200, TSHWANE - CNR LILIAN NGOYI ST & MADIBA ST

erf no:

Ø50mm Sprinkler Range Pipe. Range to move to underside of all crossing services

2630 to B1 Floor

C

HVAC Duct SPRINKLER ZONE

80

PLUMBING ZONE

575

E

Added Waterfeature Pipe Runs Revised Services Layouts from Consultants. Issued fro Construction Revised Pluvia Pipe Positions Revised Consultant Information New Zones 9 & 10 Addded Issued For Construction Issued for Information Revised 50mm Lamdaboard added to underside lobby area new Zone 7 description:

4 3 2 1 P N

client:

4 x Ø75mm Waterfeature pipes above to B1

6 5

2700 to B1 Floor

11687

10060

Sprinkler Head Electrical Cable Tray

Floor to Soffit Height

13 13

14 14

15 15

16 16

17 17

18 18

19 19

20 20

50 Duct Support Bracket

3250mm

1314.450

300

Electrical Cable Tray

Ø50mm Sprinkler Range Pipe

BASEMENT 1 ZONELevel9to U/S Soffit Floor to Soffit Height 2700mm

Electrical Cable Tray Ø150mm Sprinkler Main

Sprinkler Head

Surface Mounted Light

Ø50mm Sprinkler Range Pipe

A R C H I T E C T U R E HVAC Duct

Reception: 2nd Floor, 3 Melrose Square,Melrose Arch, +27 11 061 9700 www.lyt.co.za

Duct Support Bracket

Sprinkler Head

Ø80mm Sprinkler Main

2400 to B1 Floor

BASEMENT 1 ZONELevel10to U/S Soffit Floor to Soffit Height

Ø160mm Pluvia

WET SERVICE WATER SUPPLY ZONE

50mm Lamdaboard

125

LIGHTING ZONE

ELECTRICAL SUPPLY ZONE

BASEMENT 1 ZONELevel7to U/S Soffit

2700 to B1 Floor

ELECTRICAL SUPPLY ZONE SPRINKLER ZONE

125

WET SERVICE WATER SUPPLY ZONE

HVAC Duct

2400 TOC to Ceiling

Ø50mm Sprinkler Range Pipe

120

Surface Mounted Light

3300 to B1 Floor

Sprinkler Head

130 50

625 Electrical Cable Tray

Ø150mm Sprinkler Main

900

Ø160mm Pluvia

PLUMBING ZONE 900

175

100 50 150

75

100

PLUMBING ZONE 900

ELECTRICAL SUPPLY ZONE

SPRINKLER ZONE

50mm Lamdaboard

150

1 : 200

SPRINKLER ZONE

225

LIGHTING ZONE

215

50

LIGHTING ZONE

B1 - Ceiling Services Overview

Floor to Soffit Height 3250mm

1314.450

B1 - Ceiling Services Overview

information

design: project:



09/14/15 date:

Author

WS

1313.900

construction

As indicated scale:

2530 

tender

ARCH discipline:

drawn:

WS check:

dwg no:

A7101-00

rev:

6

2016/09/27 5:28:21 PM

12 12

50

11 11

drawing title:

10 10

900

9 9

3300 to B1 Floor

8 8

2400 to B1 Floor

7 7

625

6 6

100 50

5 5

175

4 4

150

3 3

75

2 2

50

1 1

1313.830

100

A

225

A

2630mm

150

B

215

B


Technical portfolio