STRUCTURAL ENGINEERING DRAWINGS€¦ · 1.read the drawings in conjunction with all relevant specifications, and service drawings. any uncertainties in the specifications or on drawings

STRUCTURAL ENGINEERING DRAWINGS

800

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600 x 300 - R.C Footing





600

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10

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100

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0 - R

.C

F

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100

0 x 30

0 - R

.C

F

oo

ting

1.4 x 1.4 X 0.3m

R.C Pad Footing

1.4 x 1.4 X 0.3m

R.C Pad Footing

3.115 x 1.68 X 0.3m

R.C Pad Footing

1.4 x 1.4 X 0.3m

R.C Pad Footing

Min. 3 Laye

rs of G

5 M

aterial o

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3.795 x 3.52 x 0.3m Pad Footing with

1.0 x 0.8 x 0.8m High R.C Stub Column



10

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800

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800

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10

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1430 x 300

R.C Footing






600

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80

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Min. 3 Layers of G5 Material or Similar

Approved compacted in layers n.e 150mm

TO 95% MOD AASHTO

1.4 x 1.4 X 0.3m

R.C Pad Footing

1.6 x 1.4 X 0.3m

R.C Pad Footing


1000 x 300 - R

.C

F

ooting


800

x 3

00

- R

.C

F

ootin

g

800

x 3

00

- R

.C

F

ootin

g

80

0 x 30

0 - R

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F

oo

ting

800

x 3

00

- R

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F

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g

A

1

BCDEFGHIKL

2

4

5

6

7

8

9

10

11

3

12

13

14

165

537

00

316

04

27

01

73

045

00

203

03

85

05

55

038

80

211

54605

3135

4515 6590 2515 6390 5230 9860 1875 4515 1915 4630

N

FOUNDATION LAYOUT PLAN

SCALE 1 : 100

B

---

B

---

A

---

A

---

C

---

C

---

D

---

D

---

E

---

E

---

GENERAL NOTES:

1. READ THE DRAWINGS IN CONJUNCTION WITH ALL RELEVANT

SPECIFICATIONS, AND SERVICE DRAWINGS. ANY UNCERTAINTIES IN

THE SPECIFICATIONS OR ON DRAWINGS MUST BE REPORTED TO THE

ENGINEER AS SOON AS POSSIBLE. ANY DISCREPANCIES BETWEEN THE

SPECIFICATIONS AND THE DRAWING MUST BE REPORTED TO THE

ENGINEER.

2. NO DEVIATION FROM THE DETAILS ON THE DRAWING WILL

BE ALLOWED WITHOUT THE WRITTEN CONSENT OF

THE ENGINEER.

3. THESE DRAWINGS MAY NOT BE COPIED OR RE-USED

WITHOUT THE WRITTEN CONSENT OF THE ENGINEER.

4. IN GENERAL, CONCRETE (STRUCTURAL) SHALL COMPLY WITH SABS

1200-1982.

5. CONCRETE CLASS:

BLINDING LAYER - CLASS C 15/19

STRIP FOOTINGS (BRICKWALLS) - CLASS F 25/19

TRENCHES - CLASS F 25/19

6. SURFACE FINISHES:

FORMED SURFACES:

UNEXPOSED SURFACES - ROUGH.

EXPOSED SURFACES - SMOOTH.

UNFORMED SURFACES:

TOP OF WALLS - STEEL TROWELLED.

FLOORS OF TRENCHES - WOOD FLOATED.

ENTRANCE RAMPS, - WOOD FLOATED.

ALL EXPOSED SHARP CORNERS SHALL BE CHAMFERED AS FOLLOWS:

ALL CORNERS (EXCEPT WHERE OTHERWISE SHOWN) 25x25mm.

7. 50mm BLINDING LAYER UNDER ALL FOUNDATIONS.

8. CONCRETE COVER TO REINFORCEMENT:

FOUNDATIONS - 50mm

9. ALL FOUNDATION EXCAVATIONS MUST BE INSPECTED AND APPROVED

BY THE ENGINEER BEFORE PLACING OF REINFORCEMENT OR CASTING

OF CONCRETE. IF THE FOUNDING LEVEL AS PER DRAWING IS NOT

SUITABLE, FURTHER EXCAVATIONS SHALL BE DONE TO A DEPTH AS

DETERMINED BY THE ENGINEER ON SITE. THE ENGINEER MAY

INSTRUCT THAT CERTAIN EXCAVATIONS BE BACKFILLED WITH MASS

CONCRETE TO REQUIRED LEVEL. (CLASS AS PER ITEM5 ABOVE).

10.LAP AND ANCHORAGE LENGTH 50 x DIAMETER OF REINFORCEMENT.

11. AFTER PLACING, ALL REINFORCEMENT MUST BE CHECKED AND

APPROVED BY THE ENGINEER ON SITE BEFORE CASTING OF CONCRETE.

12.NO HOLES OR NOTCHES SHALL BE CUT, CHIPPED OR FORMED IN

CONCRETE UNLESS APPROVED BY THE ENGINEER.

13.DURING COLD OR WET WEATHER CONCRETE MUST BE

HANDLED IN ACCORDANCE WITH SPECIFICATIONS.

14.REMOVAL OF SHUTTERING TO BE DONE IN ACCORDANCE WITH

SPECIFICATIONS.

15.LOADINGS ON CONCRETE FIRST FLOOR SLABS MAXIMUM

100kg/m².

16.LOADING:

PERMISSIBLE BEARING PRESSURE:

COLUMN BASES - 150Kpa

NOMINAL IMPOSED FLOOR LOADS:

ROOF SLABS - 1.5KN/m²

17.FOUNDING DEPTH :

ALL EXCAVATION DEPTHS TO BE AT A PROVISIONAL DEPTH OF 1.275m

BELOW FINISHED PLATFORM LEVEL.

WHERE CONDITIONS ARE NOT SUITED FOR A NORMAL RAFT AN

ALLOWANCE FOR IMPORTING OF SUITABLE MATERIAL TO BE PROVIDED

AT A DEPTH OF 450mm ( 3 LAYERS 150mm) BELOW FOOTINGS AND

COMPACTED TO 97% MOD ASSHTO FOR MODIFIED STRIP FOOTING.

18.BACKFILL:

SELECTED FILL BENEATH SURFACE BEDS TO BE SELECTED GRANULAR

MATERIAL COMPACTED IN 150mm LAYERS TO 95% MOD. AASHTO

DENSITY. FOUNDING LEVEL TO BE CONFIRMED BY THE ENGINEER.

SCHEDULE OF AREAS :

TOTAL AREA OF TRENCHES 587.60 m

2

________________________________________________________

BLINDING CALCULATION :

CONCRETE : AREA ( 587.6 m

2

) x DEPTH (0.050m) = 29.38 m

3

15Mpa Blinding Layer ( Inclusive of 10 % Waistage ) = 32 m

3

________________________________________________________

STRIP FOOTING CALCULATION :

CONCRETE : AREA ( 588 m

2

) x DEPTH (0.300m) = 176.28 m

3

15Mpa Blinding Layer ( Inclusive of 10 % Waistage ) = 194.00 m

3

________________________________________________________

50mm CAVITY

280

15

0

DPC

OPEN PERPEND JOINTS @

660mm CENTERS MAX.

85

1000

WIDTH OF FOOTING

525475

FOUNDING DEPTH TO BE DETERMINED

BY THE ENGINEER ON SITE

SEE ISOLATION

JOINT DETAIL

30

0

DE

PT

H

VA

RIE

S

EX

CA

VA

TIO

N D

EP

TH

NOTES :

· DPC TUCKED INTO BED JOINT

· OPEN PERPED JOINTS AT 660mm

MAX CENTERS.

SECTION B - B ( 280mm CAVITY WALL )

SCALE 1 : 20

50

mm

Blin

din

g

FINISHED PLATFORM LVL

2% Slope

25Mpa APRON SLAB WITH MESH

REF. 193 PLACED IN CENTER

A

115mm CAVITY

345


15

0

DPC

OPEN PERPEND JOINTS @

660mm CENTERS MAX.

85

1100

WIDTH OF FOOTING

610 490



SEE ISOLATION

JOINT DETAIL

30

0

DE

PT

H

VA

RIE

S

EX

CA

VA

TIO

N D

EP

TH

NOTES :

· DPC TUCKED INTO BED JOINT

· OPEN PERPED JOINTS AT 660mm

MAX CENTERS.

50

mm

Blin

din

g

2% Slope



1

SECTION A - A ( 345mm CAVITY WALL )

SCALE 1 : 20

500

150

150

2 LAYERS OF IN-SITU MATERIAL

TO BE RIPPED AND RE-COMPACTED

TO 95% MOD AASHTO

50m

m

BLIN

DIN

G

25Mpa CONCRETE

FOOTING

25Mpa SURFACE BED

SECTION C - C

SCALE 1 : 25

150

150

25Mpa SURFACE BED

ALL FOUNDATION BRICKWORK TO RECEIVE

BRICKFORCE IN EVERY LAYER WITH IN-SITU

MATERIAL BACKFILLED TO SIDES OF TRENCHES.

500

1000

300

G



85mm STEP

2 LAYERS OF IN-SITU

MATERIAL TO BE RIPPED

AND RE-COMPACTED

TO 93% MOD AASHTO

525

30

0

SECTION B - B

SCALE 1 : 25

25Mpa CONCRETE

FOOTING

13

2% Slope

14

475

1000

900 500

1400

Pad Footing

300 Ø R.C COLUMN WITH 110Ø SW

OUTLET PIPE FROM FULL BORE

DRAINAGE FROM THE FOOR SLAB

R.C APRON AROUND

BUILDING

150mm STEP



STORM WATER

CATCHPIT

85mm STEP

150mm STEP

2 LAYERS OF IN-SITU MATERIAL TO

BE RIPPED AND RE-COMPACTED

TO 93% MOD AASHTO

2 LAYERS OF IN-SITU MATERIAL TO BE

RIPPED AND RE-COMPACTED

TO 93% MOD AASHTO

400

SIDES OF TRENCHES TO BE

BACKFILLED WITH IN-SITU

MATERIAL

SECTION B - B

SCALE 1 : 25

25Mpa CONCRETE

FOOTING

25Mpa CONCRETE

FOOTING

800

11 12

400



400

800

400


2% Slope



50m

m

BLIN

DIN

G

300

50m

m

BLIN

DIN

G

300

30

0

30

0

MU

LT

IP

LE

S O

F

BR

IC

K

CO

UR

SE

- M

AX

. 4

25

500

CONCRETE

STRIP FOOTING

TYPICAL STEP DETAIL

SCALE 1 : 25

10mm

I.J

MU

LT

IP

LE

S O

F

BR

IC

K

CO

UR

SE

- M

AX

. 4

25

11

50

45

05

0m

m

BL

IN

DIN

G

TYPICAL MODIFIED FOOTING SECTION

SCALE 1 : 25

Footing Depth + 600

G5 MATERIAL COMPACTED TO 95% MOD AASHTO IN LAYERS N. E 150

mm.FINAL DEPTH TO BE DETERMINED BY COLLAPSIBLE LAYER THICKNESS.

- 0.760

FOUNDING LEVEL

- 0.810

TOP OF FORMATION

- 1.260

BOTTOM G7 LAYER

-0.000

F. P. L

MIN

· FOR ALL EXCAVATIONS RESULTING IN DEPTHS EXCEEDING 1.5m, AN

ALLOWANCE FOR SHORING TO BE MADE AS WELL AS STRICT SAFETY

MEASURES TO BE CARRIED OUT WITH THE APPROVAL OF THE

HEALTH AND SAFETY PROFESSIONAL.

· ALL LATERAL SUPPORT DESIGNS TO BE SUBMITTED TO THE

ENGINEER FOR APPROVAL PRIOR TO ESTABLISHING ON SITE.

MODIFIED FOOTINGS NOTES

· WHERE COLLAPSIBLE SOILS EXIST, A PROVISION OF IMPORTED

MATERIAL TO BE ALLOWED FOR, TO INCLUDE TESTING OF EACH LAYER

TO ENSURE THE REQUIRED MOD IS ACHIEVED.

CONTRACT NUMBER :

SCALE SIZE

DRAWING No. REV

PROJECT NUMBER

f:\sntdp projects\77. vum

esa projects\current projects\04 - tshilw

avhusiku site\sntdp_77_p4_w

orking draw

ing.dw

g

DRAWING STATUS :

ISSUED DATE : No. OFF

FOR DESIGN CONSULTANT

FUNCTION NAME SIGNATURE

DESIGNED BY

DRAWN BY

DESIGN CHECKED BY

DRAWING CHECKED BY

APPROVAL CONSULTANT

REV NO. DESCRIPTION : DATE DRAWN

NOTES / COMMENTS :

PROJECT DESCRIPTION

DRAWING TITLE :

DESIGN CONSULTANT :

NAME : SIGNATURE

DATE : PR. ENG.NO.

A1AS SHOWN

A1 of 1

FOR INFORMATION

P4 - 01 -100

Copyright reserved - Vumesa (Pty) Ltd

FOUNDATION LAYOUT PLAN AND CROSSSECTIONS SHOWING CONSTRUCTION

DETAILS

N.A MBATHA31 / 01 / 2020 201470322

T. HLATSHWAYOT. HLATSHWAYON. A MBATHA

ISSUED FOR INFORMATION T. H

TEC05/2018

31-01-2020

VUM_77_12/19_001

N. A MBATHA

A

C

LIMPOMPO DEPARTMENT OF SOICIALDEVELOPMENT

TSHILWAVHUSIKU CLINICNEW MULTI PURPOSE OFFICE BLOCK

ALL DIMENSIONS TO BE CHECKED ON SITE PRIOR

TO THE COMMENCEMENT OF ANY WORK.

ANY DISCREPANCIES TO BE REPORTED TO THE

AUTHOR IMMEDIATELY.

THIS DRAWING IS TO BE READ IN

CONJUNCTION WITH ALL ARCHITECTURAL AND

STRUCTURAL DRAWINGS.

BUSINESS ADDRESS : CONTACT DETAILS :

Office 1B Deodant Building Tel : (031) 701 1038

10 Payne Street, Tel : (031) 701 1038

Pinetown, E-mail : [email protected]

3600 Website : www.vumesa.co.za

31/01/2020

8Y16-70b-200 B2

8Y

16

-7

0a

-2

00

B

1

8Y12-71b-200 T2

8Y

12

-7

1a

-2

00

T

1

70a

71

b

71a

70

b

PAD COLUMN REINFORCEMENT LAYOUT PLAN

( SHOWING COLUMNS C1, C2, C4 & C5 )

SCALE 1 : 25

A

---

A

---

8Y16-70b-200 B2

8Y12-71b-200 T2

8Y16-70a-200 B1

8Y12-71a-200 T1

72

8Y16-76-200 EF

72

Y10-74

STIRRUP

Y10-75a

STIRRUP

Y10-75b

STIRRUP

CONSTRUCTION

JOINT

Y10-75a

STIRRUP

T.O.C : + 0.085

T.O.C : + 0.170

170mm R.C SLAB

425 x 230

R.C Upstand

T.O.C : + 0.085

3 Ply Malthoid

Slip Joint

8Y16-76-200 EF

SECTION A - A

( THROUGHT COLUMNS C1, C2, C4 & C5 )

SCALE 1 : 25

8Y16-70b-200 B2

8Y12-71b-200 T2

8Y16-70a-200 B1

8Y12-71a-200 T1

7272

3Y20-90-200 EF

2Y20-90-200 SIDE

5Y

12

-9

1b

-2

00

ST

IR

RU

PS

91b

2Y12-91a

STIRRUP

T.O.C : + 0.170

T.O.C : + 0.085

REINFORCEMENT OF STUB COLUMN SUPPORT FOR C9

SCALE 1 : 25

B

---

B

---

220 x 220 x 6.0

S.H.S

3Y20-85-200 EF

2Y20-85-200 SIDE

5Y

12-86b-200

ST

IR

RU

PS

86b

2Y12-86a

STIRRUP

220 x 220 x 6

S.H.S

T.O.C : + 0.255

T.O.C : + 0.170


SCALE 1 : 25

B

---

B

---

3Y20-80-200

SIDE

5Y

12

-9

1b

-2

00

ST

IR

RU

PS

2Y12-81a-200

LOCATING STIRRUPS

203 x 133 x 25 I-SECTION PF

SITE WELDED TO BASE PLATE

5Y20-80-200 EF

72


FACTORY WELDED TO BASE PLATE

POCKET TO BE FILLED

25Mpa CONCRETE

3Y2080-200

SIDE

81b

90

T.O.C : + 0.170


SCALE 1 : 25

525 x 145 x 10mm

THICK END PLATE

40 270

27

0

40

350

40

225 x 225 x 4.5 mm

S.H.S WITH 6mm FW

ALL ROUND

40

35

0

12mm BASE

PLATE

NOTE :

4 No. 22mm Ø HOLES

FOR M20 ANCHOR BOLTS

COLUMN C8 & C9 : 350 x 350 x 12mm BASE PLATE

SCALE 1 : 10

350

90

350x90x20mm THICK

WASHER PLATE

WITH Ø22mm HOLE

HOLDING DOWN BOLT DETAIL SHOWING

DOUBLE BOLT DETAIL

SCALE 1 : 5

150 m

m

7.5 Ø

P

OC

KE

T

20

60

BASE PLATE

M20 BOLT

320

6mm FILLET

45

45

40 270

SECTION

30

20

LEVELING

GROUT

40

6mm FILLET

20

60

270

STRUCTURAL STEEL NOTES:

1. Steelwork:

1.1. Structural steel to be Grade 300WA to SABS 1431-2005. Steel to

be free of laminations.

1.2. Fabrication of structural steelwork to be in accordance with BS

5400-1980 Part 6

1.3. All holes shall be drilled or punched.

1.4. Plates shall be sawn or machine flame cut.

1.5. Shop-detail drawings shall be approved by the Engineer before

fabrication commences.

1.6. After fabrication the nose shall be erected at the fabrication site.

Components shall then be suitably marked to facilitate re-erection

on site. No steps will be permitted in the bottom flange sliding

surface.

1.7. Fabrication and Assembly: In accordance with clause 6803 (J) of

the standard specifications.

1.7.1. Position: Transverse position at deck connection ± 10mm

1.7.2. Alignment: Deviation of center line of bottom flange from

specified line ± 3mm OVER 12m with MAXIMUM 5mm deviation

1.7.3. Surface Regularity: Surface regularity of sliding surface = 1mm

OVER 1m

1.7.4. Slope: Slope in both directions on the sliding surface = ± 0,1%

2. Connections:

2.1. Welded connection:

2.1.1. All welding shall be in accordance with SABS 044-1983 or latest

revised. Manufacturer is to submit welding procedure and

welders qualification report

2.1.2. All butt welds in web and flange plates shall be full penetration

V-notch butt welds.

2.1.3. All other welds shall be continuous fillet welds. Minimum fillet

weld sizes shall be as follows:

Thickness of thicker part: Weld Size:

-up to 12mm 5mm

-over 12mm up to 20mm 6mm



- except that the weld size does not have to exceed the

thickness of the thinner part.

2.2. Bolted connections:

2.2.1. Bolted connections shall be made using high strength friction grip

Grade 8.8 and 4.8 bolts. Bolts shall be used and installed in

accordance with SABS 094-1982 (turn of the nut method) A

maximum of one re-use only of HSFG bolts will be permitted.

2.2.2. Faying surfaces shall be blast cleaned to ensure a minimum

friction coefficient of 0.5 and shall be free of all deleterious

material.

3. Painting:

3.1. The underside of the bottom flanges (the sliding surfaces) shall

not be painted.

3.2. The remainder of the nose (with the exception of areas referred to

in 2.2.2 and 3.1 above) shall be painted with one coat of

zinc-chromate primer followed by one coat of undercoat as a

minimum acceptable specification.

COLUMN - A : 203 x 133 x 25 mm WITH

6mm FACTORY fw FIXING COLUMN

TO 10mm END PLATE WITH

6 x 18mm Ø HOLES. STEEL MEMBER

TO RECEIVE A 6mm SITE WELD ONTO

16mm BASE PLATE.

16mm BASE

PLATE

NOTE :

6 No. 22mm Ø HOLES

FOR M20 ANCHOR BOLTS

COLUMN C8 & C9 : 350 x 350 x 16mm BASE PLATE

SCALE 1 : 10

110 190 190 110

600

60

280

60

400

COLUMN B : 203 x 133 x 25 mm S.H.S WITH

6mm FACTORY fw FIXING COLUMN TO 10mm

END PLATE AND 16mm BASE PLATE WITH

6 x 18 Ø HOLES FOR M16 SITE CONNECTION

COLUMN - A AND 6 x 22 Ø HOLES FOR M20

ANCHOR BOLTS

90

90

90x90x20mm THICK

WASHER PLATE

WITH Ø22mm HOLE

HOLDING DOWN BOLT DETAIL SHOWING

SINGLE BOLT DETAIL

SCALE 1 : 5

M20 BOLT

300

45

45

45

SECTION

30

20

LEVELING

GROUT

6mm FILLET

45

150 m

m

7.5

Ø

P

OC

KE

T

20

60





END PLATE DETAIL 2 :

300 x 200 x 12mm THICK END

PLATE WITH 6 x 18Ø HOLES FOR

M16 BOLT AND NUT-SET.

END PLATE DETAIL 2 :

300 x 200 x 12mm THICK END

PLATE WITH 6 x 18Ø HOLES FOR

M16 BOLT AND NUT-SET.


FACTORY WELDED TO BASE

PLATE

COLUMN - C9 ELEVATION

SCALE 1 : 25

125x75x8 L CLEAT

WELDED TO RAFTER

150x75x20x2 CFLC

WITH 4M16 G 4.8 BOLTS

FIXED TO CLEAT

350 x 350 x 16mm

BASE PLATE

525 x 145 x 10mm

THICK END PLATE

20°

8

0

°

60 90 90 60

300

50

100

50

200

12mm END

PLATE

COLUMN - A : 203 x 133 x 25 mm

WITH 6mm FACTORY fw FIXING

COLUMN TO 10mm END PLATE

WITH 6 x 18mm Ø HOLES FOR

RAFTER FIXING DETAIL 1

COLUMN C7 END PLATE DETAIL 2 :

300 x 200 x 12mm END PLATE ( 2 No. Of )

SCALE 1 : 10

CONTRACT NUMBER :

SCALE SIZE

DRAWING No. REV

PROJECT NUMBER




orking draw

ing.dw

g

DRAWING STATUS :




DESIGNED BY

DRAWN BY

DESIGN CHECKED BY

DRAWING CHECKED BY

APPROVAL CONSULTANT


NOTES / COMMENTS :

PROJECT DESCRIPTION

DRAWING TITLE :

DESIGN CONSULTANT :

NAME : SIGNATURE

DATE : PR. ENG.NO.

A1AS SHOWN

A1 of 1

FOR INFORMATION

P4 - 01 - 120


OFFICE BLOCK FOUNDATION

SUB-STRUCTURE, COLUMNAND REINFORCEMENT DETAILS

N.A MBATHA31/ 01 / 2020 201470322



31-01-2020

N. A MBATHA

A

C



10 Payne Street, Tel : (031) 701 1038



TEC05/2018VUM_77_12/19_001



CONCRETE & REINFORCING

6. ALL EXPOSED FORMED FACES TO RECEIVE :

SMOOTH F2 FINISH

ALL EXPOSED UNFORMED FACES TO RECEIVE :

SMOOTH STEEL

FLOATED FINISH.

1. ALL EXPOSED EDGES TO BE CHAMFERED 20x20

UNLESS OTHERWISE NOTED

2. MIN. CONCRETE COVER TO REINFORCEMENT = 30 mm

3. MINIMUM LAP LENGTH = 45 x DIA. OF BAR

4. ABBREVIATIONS USED :

5. NOTATION FOR CALLING UP BARS :

SPACING

POSITION

NO OF BARS

BAR MARK

BAR TYPE & DIA.

5 Y12 - 264 - 200 EF

T - TOP

B - BOTTOM

CTS - CENTRES

MJ - MOVEMENT JOINT

CJ - CONTRACTION JOINT

EF - EACH FACE

ABR - ALTERNATE BARS REVERSED

NOTES:

GENERAL NOTES

1. ALL LEVELS AND DIMENSIONS TO BE CHECKED ONSITE.

2. THIS DRAWING TO BE READ IN CONJUNCTION WITH

THE ARCHITECTURAL DRAWINGS.

3. ALL CONCRETE WORK TO COMPLY WITH SABS 1200G.

4. CONCRETE CLASS :-

STRIP FOOTINGS & BASES = 25 MPa

RETAINING WALLS = 25 MPa

SURFACE BEDS = 25 MPa

BLINDING = 10 MPa

5. COVER TO REINFORCEMENT :-

STRIP FOOTINGS & BASES = 50 mm

SLABS - on the ground - Bot. = 50 mm

SLABS - on the ground - Top = 25 mm

MASONRY REINF. CONCRETE RETAINING WALLS - earth face = 25 mm

COLUMNS = 30 mm

6. ALL FOUNDATION EXCAVATIONS TO BE INSPECTED BY THE ENGINEER

PRIOR TO CASTING OF CONCRETE.

7. ALL REINFORCING FIXING TO BE INSPECTED BY THE ENGINEER PRIOR

TO CASTING OF CONCRETE.

8. SIX CUBES TO BE TAKEN PER POUR.

THREE TO BE TESTED AT SEVEN DAYS, THE REMAINDER AT TWENTY

EIGHT DAYS. THE RESULTS TO BE FORWARDED TO THE ENGINEER.

9. CONTRACTOR TO CONSTRUCT A BLINDING LAYER IF SOIL CONDITIONS

RESULT IN REINFORCEMENT COVER NOT BEING MAINTAINED.

10. ALL STRUCTURAL CONCRETE TO BE CURED FOR A MINIMUM OF FIVE

DAYS.

11. BRICKWORK SHOWN HATCHED ARE LOAD BEARING. ALL LOAD BEARING

BRICKWORK TO BE 14MPa NFX. TOP OF ALL BRICKWORK TO RECEIVE 2

LAYERS OF 3 PLY MALTHOID ON SMOOTH RENDERED SURFACE.

12. ALL CONCRETE PLASTER AND BRICKWORK PLASTER INTER-FACES TO

RECEIVE V-JOINTS.

13. THE ENGINEER REQUIRES 48HRS NOTICE FOR ALL INSPECTIONS.

14. ALL WORKS TO BE IN ACCORDANCE WITH SANS 1200




AUTHOR IMMEDIATELY.




31/01/2020

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MESH REF. 245 - T. O. C : + 0.255mm


MESH REF. 245 - T. O. C : + 0.255mm

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MESH REF. 245 - T. O. C : + 0.255mm

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16

55

37

00

31

60

42

70

17

30

45

00

20

30

38

50

55

50

38

80

21

15

46

05

31

35

C2

C3

C4C5C6

C9

C7

SURFACE BED AND COLUMN LAYOUT PLAN

SCALE 1 : 100

B

---

B

---

A

---

A

---

C

---

C

---

D

---

D

---

E

---

E

---

4515 6590 2515 6390 5230 9860 1875 4515 1915 4630

C8

85m

m

ST

EP

17

0m

m

ST

EP

85mm

STEP

85

mm

ST

EP

85

mm

ST

EP

85

mm

ST

EP

85

mm

ST

EP

85

mm

ST

EP

170

mm

ST

EP

85

mm

ST

EP

85m

m

ST

EP

GENERAL NOTES:

1. READ THE DRAWINGS IN CONJUNCTION WITH ALL RELEVANT

SPECIFICATIONS, AND SERVICE DRAWINGS. ANY UNCERTAINTIES IN

THE SPECIFICATIONS OR ON DRAWINGS MUST BE REPORTED TO THE

ENGINEER AS SOON AS POSSIBLE. ANY DISCREPANCIES BETWEEN THE

SPECIFICATIONS AND THE DRAWING MUST BE REPORTED TO THE

ENGINEER.

2. NO DEVIATION FROM THE DETAILS ON THE DRAWING WILL

BE ALLOWED WITHOUT THE WRITTEN CONSENT OF

THE ENGINEER.

3. THESE DRAWINGS MAY NOT BE COPIED OR RE-USED

WITHOUT THE WRITTEN CONSENT OF THE ENGINEER.

4. IN GENERAL, CONCRETE (STRUCTURAL) SHALL COMPLY WITH SABS

1200-1982.

5. CONCRETE CLASS:

BLINDING LAYER - CLASS C 15/19

STRIP FOOTINGS (BRICKWALLS) - CLASS F 25/19

TRENCHES - CLASS F 25/19

6. SURFACE FINISHES:

FORMED SURFACES:

UNEXPOSED SURFACES - ROUGH.

EXPOSED SURFACES - SMOOTH.

UNFORMED SURFACES:

TOP OF WALLS - STEEL TROWELLED.

FLOORS OF TRENCHES - WOOD FLOATED.

ENTRANCE RAMPS, - WOOD FLOATED.

ALL EXPOSED SHARP CORNERS SHALL BE CHAMFERED AS FOLLOWS:

ALL CORNERS (EXCEPT WHERE OTHERWISE SHOWN) 25x25mm.

7. 50mm BLINDING LAYER UNDER ALL FOUNDATIONS.

8. CONCRETE COVER TO REINFORCEMENT:

FOUNDATIONS - 50mm

9. ALL FOUNDATION EXCAVATIONS MUST BE INSPECTED AND APPROVED

BY THE ENGINEER BEFORE PLACING OF REINFORCEMENT OR CASTING

OF CONCRETE. IF THE FOUNDING LEVEL AS PER DRAWING IS NOT

SUITABLE, FURTHER EXCAVATIONS SHALL BE DONE TO A DEPTH AS

DETERMINED BY THE ENGINEER ON SITE. THE ENGINEER MAY

INSTRUCT THAT CERTAIN EXCAVATIONS BE BACKFILLED WITH MASS

CONCRETE TO REQUIRED LEVEL. (CLASS AS PER ITEM5 ABOVE).

10.LAP AND ANCHORAGE LENGTH 50 x DIAMETER OF REINFORCEMENT.

11. AFTER PLACING, ALL REINFORCEMENT MUST BE CHECKED AND

APPROVED BY THE ENGINEER ON SITE BEFORE CASTING OF CONCRETE.

12.NO HOLES OR NOTCHES SHALL BE CUT, CHIPPED OR FORMED IN

CONCRETE UNLESS APPROVED BY THE ENGINEER.

13.DURING COLD OR WET WEATHER CONCRETE MUST BE

HANDLED IN ACCORDANCE WITH SPECIFICATIONS.

14.REMOVAL OF SHUTTERING TO BE DONE IN ACCORDANCE WITH

SPECIFICATIONS.

15.LOADINGS ON CONCRETE FIRST FLOOR SLABS MAXIMUM

100kg/m².

16.LOADING:

PERMISSIBLE BEARING PRESSURE:

COLUMN BASES - 150Kpa

NOMINAL IMPOSED FLOOR LOADS:

ROOF SLABS - 1.5KN/m²

17.FOUNDING DEPTH :

ALL EXCAVATION DEPTHS TO BE AT A PROVISIONAL DEPTH OF 1.275m

BELOW FINISHED PLATFORM LEVEL.

WHERE CONDITIONS ARE NOT SUITED FOR A NORMAL RAFT AN

ALLOWANCE FOR IMPORTING OF SUITABLE MATERIAL TO BE PROVIDED

AT A DEPTH OF 450mm ( 3 LAYERS 150mm) BELOW FOOTINGS AND

COMPACTED TO 97% MOD ASSHTO FOR MODIFIED STRIP FOOTING.

18.BACKFILL:

SELECTED FILL BENEATH SURFACE BEDS TO BE SELECTED GRANULAR

MATERIAL COMPACTED IN 150mm LAYERS TO 95% MOD. AASHTO

DENSITY. FOUNDING LEVEL TO BE CONFIRMED BY THE ENGINEER.

TEAR-OFF STRIP

APPROVED COMPRESSABLE

10mm THICK JOINTEX OR SIMILAR

JOINT FILLER WITH 10x10mm

DETAIL I.J

SCALE 1 : 25

WITH POLYETHYLENE BOND-

BREAKER BACKING TAPE

10x10 APPROVED SEALANT

APPROVED JOINT SEALANTS :

· SIKAFLEX 35SL

· DURAKOL 25

· PROSTRUCT 642 OR 644

MESH REINFORCEMENT

MIN 300 LAPS

DETAIL - CJ

SCALE 1 : 25

MIN 300 LAPS

MESH REINFORCEMENT

BOND-BREAKING COMPOUND

(LIME WASH OR BITUMEN)

APPLIED TO EXPOSED JOINT

SURFACE BEFORE 2ND POUR

CONSTRUCTION JOINT DIMENSIONS

SLAB THICKNESS

"D"mm

100

125

150

175

200

225

66

56

85

75

47

37

"A" "B"

3

3

4

4

5

5

"C"

25

20

35

30

45

40

"E"

13

10

18

15

23

20

250 94 6 50 25

10x10 APPROVED SEALANT

WITH POLYETHYLENE BOND-

BREAKER BACKING TAPE

10mm THICK JOINTEX WITH

10x10mm TEAR OFF STRIP

D

A

B

C

B

A

E

MESH TO STOP 75mm

EACH SIDE OF JOINT

· SIKAFLEX 35SL

· DURAKOL 25



A MINIMUM OF 7 DAYS AFTER

CONCRETE IS CAST

JOINT REAMED TO 10x10mm

3mm WIDE SAW CUT.

DETAIL S.C.J

SCALE 1 : 25

MESH TO STOP 75mm

EACH SIDE OF JOINT

65

"A"

25

35

50

55

40

45

SAW CUT DEPTH

250

225

200

175

150

"D"mm

SLAB THICKNESS

125

100

D

A

CUT AS SOON AS CONCRETE

HAS HARDENED SUFFICIENTLY

TO PREVENT DISLODGEMENT OF

AGGREGATE PARTICLES (8 TO

24 HOURS AFTER CASTING)

SEAL JOINT WITH APPROVED

JOINT SEALANT WITH BACKING

CORD AND BOND BREAKER STRIP


· SIKAFLEX 35SL

· DURAKOL 25


THROUGH EACH SIDE OF JOINT

MESH TO BE CONTINUOUS

I. J - ISOLATION JOINT DETAIL

( FOR CAVITY WALL )

SCALE 1 : 10

10mm IMPREGNATED

SOFTBOARD

10mm POLYSULPHIDE

JOINT SEALER

DPC

DPM TURNED UP INTO

JOINT AND TUCKED

UNDER DPC

425m

m

5 C

ourses

425m

m

5 C

ourses

TYPICAL CAVITY WALL DETAILS SHOWING OF

VERTICAL PLACEMENT OF BUTTERFLY TIES

SCALE 1 : 10

CAVITY

TOTAL WIDTH

TYPICAL DETAILS OF HORIZONTAL PLACEMENT OF BUTTERFLY TIES

SCALE 1 : 10

800 800

CA

VIT

Y

TO

TA

L W

ID

TH

CA

VIT

Y

100

200

25

R

1

3

TYPICAL DETAILS OF BUTTERFLY WALL TIES

SCALE 1 : 5

CAVITY NOTES :

· ALL MORTAR DROPPINGS SHOULD BE CLEANED

AND NEVER ALLOWED TO BUILD UP IN THE BASE

· NO MORTAR TO BE LEFT TO COLLECT ON THE

WALL TIES

· CONSTRUCTION TO BE IN LOW-LIFTS N.E 1M MAX.

125mm THICK REINFORCED

SURFACE BED

150

150

MATERIAL COMPACTED TO

95 % MOD. AASHTO IN

150mm LAYERS

250 MICRON PVC MEMBRANE

AND COMPACTED FILL

TYPICAL LAYERWORKS UNDER SLABS

SCALE 1 : 20

MESH REF. 245 PLACED

30mm FROM TOP OF SLAB

COLUMN SCHEDULE

COLUMN TYPE COLUMN SIZE NUMBER OFF

'C1 - C6 ' 440x440mm 6

'C7' 1500x1000mm 1

' C9' 1

COLUMN TYPE

'C8'

220x200x6mm 1

REINFORCED CONCRETE COLUMN

REINFORCED STUB COLUMN

SQUARE HOLLOW SECTION - SHS

SQUARE HOLLOW SECTION - SHS220x220x6mm

I. J

C.J

SURFACE BED LEGEND

S.C.J

SYMBOL TAG DESCRIPTION

ISOLATION JOINT

CONSTRUCTION JOINT

SAW CUT JOINT




AUTHOR IMMEDIATELY.




CONTRACT NUMBER :

SCALE SIZE

DRAWING No. REV

PROJECT NUMBER




orking draw

ing.dw

g

DRAWING STATUS :




DESIGNED BY

DRAWN BY

DESIGN CHECKED BY

DRAWING CHECKED BY

APPROVAL CONSULTANT


NOTES / COMMENTS :

PROJECT DESCRIPTION

DRAWING TITLE :

DESIGN CONSULTANT :

NAME : SIGNATURE

DATE : PR. ENG.NO.

A1AS SHOWN

A1 of 1

FOR INFORMATION

P4 - 01 - 200


SURFACE BED LAYOUT PLAN ANDTYPICAL DETAILS

N.A MBATHA31 / 01 / 2020 201470322



31-01-2020

N. A MBATHA

A

C



10 Payne Street, Tel : (031) 701 1038



TEC05/2018VUM_77_12/19_001



31/01/2020

MASONRY NOTES:

BRICK FORCE AT VERTICAL CENTRES NOT EXCEEDING

425mm IN ALL SUPERSTRUCTURE WALLS WITH

ADDITIONAL LAYERS AS FOLLOWS :

· IN EVERY COURSE IN ALL FOUNDATION MASONARY.

· IN TWO COURSES IMMEDIATELY ABOVE FLOOR

SLAB.

· IN TWO COURSES IMMEDIATELY BELOW WINDOWS

· IN FIVE COURSES IMMEDIATELY BELOW THE WALL

· PLATE OR ROOF SLAB. EXTENDING 600mm BEYOND

OPENING.

· IN EVERY COURSE ABOVE ALL LINTELS EXTENDING

600mm BEYOND OPENINGS.

BRICKFORCE TO BE DISCOUNTED AT ARTTICULATION

JOINTS.

MINIMUM LAP LENGTH TO BE :

BRICKFORCE - 300mm

LINTELS TO BE PLACED ABOVE ALL WINDOWS,

OPENINGS AND EXTERNAL DOORS.

ALL MASONRY TO BE CONSTRUCTED IN STRETCHER

BOND, AND USING CLAY MASONRY UNITS OF MIN

10MPa IN STRENGTH USING CLASS 2 MORTAR.

F

F

GH

H

I

I

55

66

77

88

99

1010

1111

1212

1313

G

21

20

45 deg KNEE BRACES

60 x 60 x 6L

2120

45 deg KNEE BRACES

60 x 60 x 6L

TR

US

S

TR

US

S

TR

US

S

TR

US

S

TR

US

S

TR

US

S

TR

US

S

TR

US

S

50x50x3L

50x50x3L

50x50x3L

50x50x3L

50x50x3L50x50x3L

50x50x3L 50x50x3L

50x50x3L

50x50x3L

3° R

OO

F P

IT

CH

3° R

OO

F P

IT

CH

3° R

OO

F P

IT

CH

RAFTER IPE 200RAFTER IPE 200

RAFTER IPE 200 RAFTER IPE 200

ROOF PLAN

SCALE 1 : 100

12

GHI

935 1350 1550 1550 1550 1550 420

8905

551

983

GRID LINE SECTION 12 - 12

45 deg KNEE BRACES

60x60x6L

12

SCALE 1 : 50

F

G

HI

1350 1550 1550 1550 1550 1550 1550 1550

14135

1000935

12

37

55

1

GRID LINE SECTION 7 - 7

45 deg KNEE BRACES

60x60x6L

77

SCALE 1 : 50

STRUCTURAL STEEL ELEMENTS

(SECTION 12-12)

TOTAL LENGTH OF MEMBER (m)

TOP CHORD8,91

BOTTOM CHORD8,91

DIAGONALS10,76

VERTICALS6,18

TRUSS MEMBERS DESIGNATION:

TOP CHORD - 100 x 100 x 8

BOTTOM CHORD - 90 x 90 x 8

DIAGONALS - 60 x 60 x 6

PURLINS - 150 x 50 x 20 x 20

VERTICALS - 70 x 70 x 6

EAVES BEAM - IPE-AA 200

STRUCTURAL STEEL ELEMENTS

(SECTION 7-7)

TOTAL LENGTH OF MEMBER (m)

TOP CHORD14,10

BOTTOM CHORD14,10

DIAGONALS17,00

VERTICALS9,79

IP

E 200

350

90

70

4-M20 H.D

BOLTS

300x16PL x 250

R.C

R

IN

G B

EA

M

F

TYPICAL TRUSS TO RING

BEAM CONNECTION

25

CONTRACT NUMBER :

SCALE SIZE

DRAWING No. REV

PROJECT NUMBER

e:\sn

td

p p

ro

je

cts\7

7. vu

me

sa

p

ro

je

cts\#

p

01

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DRAWING STATUS :




DESIGNED BY

DRAWN BY

DESIGN CHECKED BY

DRAWING CHECKED BY

APPROVAL CONSULTANT


NOTES / COMMENTS :

PROJECT DESCRIPTION

DRAWING TITLE :

DESIGN CONSULTANT :

NAME : SIGNATURE

DATE : PR. ENG.NO.

A1AS SHOWN

A1 of 1

FOR INFORMATION

STR - 310


ROOF DETAILS

V. H. KHUMALO06 / 02 / 2020 201070114

S. KHUMALOS. KHUMALON. BUTHELEZI

ISSUED FOR INFORMATION S. K.

TEC05/2018

06-02-2020

VUM_77_12/19_001

N. BUTHELEZI

A

C




10 Payne Street, Fax : (031) 701 0963



06/02/2020

20

0

IPE 200

150x50x20x20

PURLINS

IPE 200 RAFTER SECTION

SCALE 1 : 50

GH I

DETAIL 1

150x50x20x20

PURLINS

IPE 200

2 M16 BOLTS

10mm PLATE

DETAIL 1 TYPICAL DETAIL OF

COLUMN CONNECTION

SCALE 1 : 25

100x100x10mm

PLATE

6mm WELD

6mm WELD

10mm PLATE

4xM12 BOLTS

VERANDA ROD SUPPORT

DETAIL

SCALE 1 : 25

1.8m M20 HIGH

TENSILE BAR

ROOF PLAN

100x100x3mm

SHS

75x50x20x2mm

PURLINS

M20 HIGH

TENSILE BAR

100x100x3mm

SHS

864 885 885 885 864

23

37

23

37

23

37

23

37

23

37

30x30x3mm

EQUAL ANGLE

SECTION

SCALE 1 : 50

GHI

11

12

13

14

1:50

1:50

1:50

1:50

180 R.C SLAB TO FALL 1:50

AS INDICATED 4mm FULLY

TORCHED WATERPROOFING

TORCH-ON BITUMEN MEMBRANE.

R.C COLUMN

350x350mm

ROOF PLAN

SCALE 1 : 100

1515

CATCHPIT

C1

C1 C1

C1

C1

C1

C1

COLUMN UNDERC1

C1=150x4.0mm CHS

BCDE

10

11

12

1:50

1:50

1

:

5

0

1:50





14

14

ROOF PLAN

SCALE 1 : 100

150x4.0mm

CHS

CATCHPIT

C1 C1

C1

C1

C1

COLUMN UNDERC1

C1=150x4.0mm CHS

CONTRACT NUMBER :

SCALE SIZE

DRAWING No. REV

PROJECT NUMBER

e:\sn

td

p p

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DRAWING STATUS :




DESIGNED BY

DRAWN BY

DESIGN CHECKED BY

DRAWING CHECKED BY

APPROVAL CONSULTANT


NOTES / COMMENTS :

PROJECT DESCRIPTION

DRAWING TITLE :

DESIGN CONSULTANT :

NAME : SIGNATURE

DATE : PR. ENG.NO.

A1AS SHOWN

A1 of 1

FOR INFORMATION

STR - 330


CONCRETE COVERED WALKWAYAND CANOPY DETAIL

V. H. KHUMALO06 / 02 / 2020 201070114



TEC05/2018

06-02-2020

VUM_77_12/19_001

N. BUTHELEZI

A

C




10 Payne Street, Fax : (031) 701 0963



06/02/2020

DE

230x350mm R.C

BEAM

1:50

SECTION 8 - 8

SCALE 1 : 50

180 R.C SLAB

TO FALL AS PER

ENGINEER DETAILS

G H

11

11

SECTION 10 - 10

SCALE 1 : 50

5300x425x280mm R.C

BEAM

FG

1:50

SECTION 9 - 9

SCALE 1 : 50

150x4.0 CHS

JKL

180 R.C SLAB

OR 180 RIB & BLOCK SLAB

SECTION 12 - 12

SCALE 1 : 50

SECTION 11 - 11

SCALE 1 : 20

425

280

1:50

230 230

2075

45

5

SECTION 15 - 15

SCALE 1 : 25

17

0

1:50

230 230

1960

45

5

SECTION 14 - 14

SCALE 1 : 25

150x4.0mm

CHS

CHS FIXED ON

250x300x10mm PLATE

4-M16 BOLTS

GHI

11

12

13

14

1:50

1:50

1:50

1:50





R.C COLUMN

350x350mm

ROOF PLAN

SCALE 1 : 100

1515

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C1

C1 C1

C1

C1

C1

C1

COLUMN UNDERC1

C1=150x4.0mm CHS

BCDE

10

11

12

1:50

1:50

1

:

5

0

1:5

0





14

14

ROOF PLAN

SCALE 1 : 100

150x4.0mm

CHS

CATCHPIT

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C1

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C1

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65

79

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CONTRACT NUMBER :

SCALE SIZE

DRAWING No. REV

PROJECT NUMBER

e:\sn

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DRAWING STATUS :




DESIGNED BY

DRAWN BY

DESIGN CHECKED BY

DRAWING CHECKED BY

APPROVAL CONSULTANT


NOTES / COMMENTS :

PROJECT DESCRIPTION

DRAWING TITLE :

DESIGN CONSULTANT :

NAME : SIGNATURE

DATE : PR. ENG.NO.

A1AS SHOWN

A1 of 1

FOR INFORMATION

STR - 300


SLAB & STEEL ROOF DETAILS

V. H. KHUMALO06 / 02 / 2020 201070114



TEC05/2018

06-02-2020

VUM_77_12/19_001

N. BUTHELEZI

A

C




10 Payne Street, Fax : (031) 701 0963



06/02/2020

Documents

STRUCTURAL ENGINEERING DRAWINGS€¦ · 1.read the drawings in conjunction with all relevant specifications, and service drawings. any uncertainties in the specifications or on drawings