drawings structural.pdf - [email protected]

50mm thick blinding(1:3:6 Mix)

1800

1200

2100

400 200 1200

LOWER G. FLR

3300

RETAINING WALL

Y16-07-200

Y12-09-200

GROUND FLOOR

(Horizontal distribution bars)

Y16-06-200 (Starter bars)

Y16-05-200 (Starter bars)

Y12-10-200

Y16-04-200 T2

Y10-03-200 T1

Y16-01-150 B1Y16-02-150 B2

Y16-08-200

(Horizontal distribution bars)

800

5030

090

0

3800

3650

600 2450 600

200

2200

200

200 2050

2600

LIFT SHAFT WALL FOUNDATION

600

2600

600

Y10-04-250

20Y10-02-200B2 18Y12-01-200B1

SECTIONA-A

300

600 200 2200

Y12-03-200

50mm blinding (1:3:6 )

4250

5800

12

Y10-04-250

Y12-03-200

200 600

200

2450

1275 2975 675

1000

3800

1000

20Y10-06-200T2 18Y12-05-200T1

AA

Ground Level

Dep

th to

be

dete

rmin

ed o

n si

te

250200250700

5020

0

TYPICAL SECTIONS OF MASONRY STRIP FOUNDATION

1000 Gauge DPM

300mm well compactedhardcore

100mm ground floor slab.50mm murram blinding

Y10-01-250

3Y10-02-300

Dep

th to

be

dete

rmin

ed o

n si

te

DCP double layerBRC Mesh A142.

200mm natural stone walling

700250 200 250

200

50

Y10-01-2503Y10-02-300

50mm blinding(1:3:6)

50mm blinding (1:3:6)

25mmFlexelljoint filler

25x20mm Polysulphidejoint sealant

200mm natural stone walling

EXPANSION JOINT DETAILS

150mm ground floor slab.

PROJECT:

KOITALEEL ARAP SAMOEI CAMPUS ADMINSTRATION BLOCK

DRAWING:

RETAINING WALL AND LIFT SHAFT

CLIENT

UNIVERSITY OF NAIROBI

GORO CONSULTANTS

2nd Floor ,Rattansi E.T Bldg

Koinange/Monrovia Street

P.O Box 55501-00200

NAIROBI KENYA

Tel:4402081/2,3534086

Drawn By:

Checked BY: Eng E.C. GORO

Approved By:

Scale:

Date:

AS SHOWN

NOVEMBER 2019

Drg NO:

NO. REVISION DESCRIPTION BY ISSUED DATE

NOTES

6. All reinforcement works MUST be approved by the Engineer before concreting.5. Blinding concrete to be class 15/20 with minimum crushing strength of 15N/mm~2 at 28 days. 4. All dimensions to be verified and discrepancy reported to the Engineer

3. Minimun cover to reinforcement to be as shown below:-2. Concrete to be class 25/20 with minimum crushing strength of 17.5 N/mm~2 and 25 N/mm~2 at 7 days and 28 days respectively. 1. All excavation to be approved by Engineer before concreting.

7. All unsuitable soils to be removed and replaced with suitable fill material.8. All measurements are in millimetres unless stated otherwise

A). Foundation- 50mmB). Columns 40mm C). Beams-30mmD). Slab-25mm

UON/2019/02/02

750

24Y8

-05-

150

22Y8

-05-

150

2850 20

Y8-0

5-150

400x300mm. Col. Type C3

3600

4200

3600

450

750

4Y16-06

A A

4Y20-01

B B

C C

SECTION A-A0404

0404

05

500

500

3450

3150

1140

0

750

24Y8

-05-

150

22Y8

-05-

150

2850 20

Y8-0

5-150


3600

4200

3600

450

750

4Y16-11

4Y16-11

A A

4Y16-11

B B

C C

3450

3150

1140

0

4Y25-04

4Y16-064Y25-04

06

06 06

06

4Y25-10

SECTION B-B0404

0404

05

500

500

06

06 06

06

SECTION C-C0101

0101

05

500

500

SECTION A-A1010

1010

05

400

400

11

11 11

11

4Y25-10

1010

1010

05

400

400

11

11 11

11

0808

0808

05

400

400

11

11 11

11

4Y20-08

750

24Y8

-05-

150

22Y8

-05-

150

2850 20

Y8-0

5-150


3600

4200

3600

450

750

4Y16-13

4Y16-13

A A

B B

C C

3450

3150

1140

0

4Y20-12

SECTION A-A1212

1212

05

400

400

13

13 13

13

4Y20-12

1414

1414

05

400

400

4Y20-14

1212

1212

05

400

400

13

13 13

13

750

24Y8

-05-

150

22Y8

-05-

150

2850 20

Y8-0

5-150


3600

4200

3600

450

750

4Y20-15

4Y20-15

A A

B B

C C

3450

3150

1140

0

4Y25-14

4Y25-14

4Y20-16

SECTION A-A1414

1414

05

500

500

15

15 15

15

1616

1616

05

500

500

1414

1414

05

500

500

15

15 15

15

SECTION B-B

SECTION C-C

SECTION B-B

SECTION C-C

SECTION B-B

SECTION C-C

3450

20Y8

-05-

150


4200

750

A A 42

SECTION A-A42

4205

4243

43

300

900

4Y16-434Y25-42

43 43

750

24Y8

-05-

150

22Y8

-05-

150

3450

20Y8

-05-

150


4200

3600

3600

450

750

A A

2Y16-39

B B

C C

3828

5031

50

1140

0

SECTION C-C38

3805

3839

39

300

600

40

SECTION B-B40

40 05

4041

41

300

600

42

SECTION A-A42

4205

4243

43

300

600

4Y25-38

4Y16-414Y25-40

4Y16-434Y25-42

41 41

43 43

PROJECT:


DRAWING:

COLUMN

CLIENT


GORO CONSULTANTS



P.O Box 55501-00200

NAIROBI KENYA

Tel:4402081/2,3534086

Drawn By:


Approved By:

Scale:

Date:

AS SHOWN

NOVEMBER 2019

Drg NO:


NOTES





UON/2019/02/03

750

20Y8

-05-

150

22Y8

-05-

150

3450

24Y8

-05-

150


4200

3600

3600

450

750

4Y20-19

A A

4Y20-18

B B

C C

SECTION A-A2020

202005

500

500

2850

3150

1140

0

4Y20-20

750

20Y8

-05-

150

22Y8

-05-

150

3450

24Y8

-05-

150


4200

3600

3600

450

750

4Y25-26

A A

4Y20-25

B B

C C

SECTION A-A2727

272705

400

400

2850

3150

1140

0

4Y25-27

750

24Y8

-05-

150

22Y8

-05-

150

2850 20

Y8-0

5-150


3600

4200

3600

450

750

A A

2Y16-33

B B

C C

32

3450

3150

1140

0

SECTION C-C32

3205

3233

33

300

900

34

SECTION B-B34

3405

3435

35

300

900

36

SECTION A-A36

3605

3637

37

300

900

4Y20-32

4Y16-354Y20-34

4Y16-374Y20-36

35 35

37 37

750

24Y8

-05-

150

22Y8

-05-

150

3450

20Y8

-05-

150


4200

3600

3600

450

750

A A

2Y16-39

B B

C C

38

2850

3150

1140

0

SECTION C-C38

3805

3839

39

300

900

40

SECTION B-B40

4005

4041

41

300

900

42

SECTION A-A42

4205

4243

43

300

900

4Y25-38

4Y16-414Y25-40

4Y16-434Y25-42

41 41

43 43

SECTION A-A1919

191905

500

500

SECTION A-A1818

181805

500

500

750

20Y8

-05-

150

22Y8

-05-

150

3450

24Y8

-05-

150


4200

3600

3600

450

750

4Y20-19

A A

4Y20-18

B B

C C

SECTION A-A2020

202005

500

500

2850

3150

1140

0

4Y20-20

SECTION A-A1919

191905

500

500

SECTION A-A1818

181805

500

500

SECTION A-A2626

262605

400

400

SECTION A-A2525

252505

400

400

750

20Y8

-05-

150

22Y8

-05-

150

3450

24Y8

-05-

150


4200

3600

3600

450

750

4Y25-19

A A

4Y20-18

B B

C C

SECTION A-A2020

202005

500

500

2850

3150

1140

0

4Y25-20

SECTION A-A1919

191905

500

500

SECTION A-A1818

181805

500

500

750

24Y8

-05-

150

22Y8

-05-

150

3450

20Y8

-05-

150


4200

3600

3600

450

750

A A

B B

C C

2850

3150

1140

0

43

SECTION A-A43

4305

4343

43

300

600

8Y16-43

43 43

43

SECTION A-A43

4305

4343

43

300

600

43 43

43

SECTION A-A43

4305

4343

43

300

600

43 43

PROJECT:


DRAWING:

SLAB REINFORCEMENT DETAILS

CLIENT


GORO CONSULTANTS



P.O Box 55501-00200

NAIROBI KENYA

Tel:4402081/2,3534086

Drawn By:...


Approved By:

Scale:

Date:

AS SHOWN

NOVEMBER 2019

Drg NO:


NOTES





UON/2019/02/04

8975300 SECT A-A

250

750

AA

09

10

11

8975900040006000300300300

8975300

897590004000300300300

BEAM B6 (750x250)

BEAM B7 (750x250)

4500SECT A-A

250

750

AA

22

21

11

44754500300

BEAM B8 (750x250)

4500 4500 4475300 300 300 300 300

3150635063505900

41

2185

BEAM B9 (750x250)

2' 3'

750

750

750

750

315063506350

BEAM B5 (750x250)

2Y16-02 2Y16-02 2Y16-02

4Y25-054Y20-03

6Y20-174Y20-183Y25-192Y16-20

2Y16-22 2Y16-22 2Y16-22 2Y16-22 2Y16-22 2Y16-22

2Y16-252Y16-253Y16-273Y16-272Y16-27

1Y16-01 2Y16-01 2Y16-67

5Y20-09 5Y25-08 5Y25-07

4Y20-13 4Y25-14 2Y20-69

2Y16-21 2Y16-21 2Y16-21 2Y16-21 2Y16-21 2Y16-21

2Y16-242Y16-241Y16-281Y16-281Y16-28

22R8-11-15044R8-11-150

27R8-11-150

27R8-11-150

30R8-11-150

44R8-11-150

41R8-11-150 61R10-12-150 61R10-12-150 61R10-12-150

61R8-11-150 61R8-11-150 61R8-11-150

30R8-11-150 30R8-11-150 30R8-11-150 30R8-11-150 30R8-11-150

43R8-11-15043R8-11-150

40R8-11-150 15R8-11-15022R18-11-150

3Y16-064Y25-044Y20-094Y20-09

2Y20-16

01 01

1 2' 3'

1700 18002Y16-67 2Y16-67

1200 1600

SECT A-A

250

750

02

01

11

AA

E1 2Y12-67

08

2Y12-67

08

2Y12-67

67

2Y12-68

BB

CC

DD

SECT B-B

250

750

04

09

11

09 09

06

SECT C-C

250

750

04

08

10

08 08

SECT D-D

250

750

04

08

10

08 08

06

1300 20002690 1500

2600 3007 3000 2600 F G H I

J

F G

AA

BB

CC

SECT A-A

250

750

29

13

11

H I J

2Y16-67

15 1513 13

SECT B-B

250

750

18

14

11

14 14

18

SECT C-C

250

750

17

15

11

16 16

17

171717

1600 2600 2800 3300 2600

SECT A-A

250

750

27

67

11

750

2Y16-67

28 28 28

2700

28

1400 2000 18001300 1900

AA

BB

SECT B-B

25024

25

11

6767

2Y16-062Y16-06

67 67 07680709 09 6767 67 67 67

06

67

01 0167 672Y12-90

2Y12-9090 90 90 90

90

14 1413

3Y25-15

6713

16002Y16-67

16 16692Y12-9090 90 90

1667

90

6728 28 28 90 9028 28

2Y12-90

2Y12-90

PROJECT:


DRAWING:

BEAMS

CLIENT


GORO CONSULTANTS



P.O Box 55501-00200

NAIROBI KENYA

Tel:4402081/2,3534086

Drawn By:...


Approved By:

Scale:

Date:

AS SHOWN

NOVEMBER 2019

Drg NO:


NOTES





UON/2019/02/05

40006000

E1 G

BEAM B10 (750x250)

6000

BEAM B11 (750x250)

E1F F

6000

3' 42'

5250 5250

BEAM B12 (750x250)

30005250 5250

BEAM B13 (750x250)

2' 4

82756500

BEAM B14 (750x250)

5000

C E

67506750

2 4

BEAM B15 (750x250)

3

94509000

A C

BEAM B16 (750x250)

B

9450

CB

BEAM B17 (750x250)

94509000

A C

BEAM B18 (750x250)

B D D

9000 4500 6225

2Y16-29 2Y16-29 2Y16-30 3Y16-332Y16-343Y16-35

3Y25-462Y16-44 6Y25-43

2Y16-382Y16-383Y16-39

4Y16-48 4Y16-49

2Y16-576Y25-55

3Y25-63 2Y16-62 3Y16-612Y16-62

2Y16-28 2Y16-67 2Y16-67 2Y16-31 1Y16-32 2Y16-67

2Y16-36 2Y16-37 2Y16-01

4Y16-40 5Y25-41 3Y16-42 3Y16-47 2Y16-01

3Y16-012Y16-016Y25-51

3Y20-58 2Y16-59 1Y16-60 2Y16-01

40R8-11-15040R8-11-150 40R8-11-150 36R8-11-150 41R8-11-150

45R8-11-15044R8-11-150

42R8-11-150

36R8-11-150

34R8-11-150

36R8-11-150

36R8-11-15020R8-11-150

45R8-11-15056R10-06-150

60R8-11-150 29R8-11- 150 29R8-11-150

60R8-11-150 33R8-11-250 27R8-11-15030R8-11-150

2Y16-45

2Y16-522Y16-50

2Y16-54 3Y16-53

35R8-11-150

2Y16-57

3Y16-01

35R8-11-150

29R8-11-150 35R8-11-150

2Y16-62

2Y16-59

2Y16-622Y16-62

67505250

4

BEAM B19 (750x250)

3

2Y16-65 3Y20-66

3Y16-64 2Y16-01

35R8-11-150 45R8-11-150

29 30

SECT A-A

250

750

28

11

AA

6728 2867

2Y16-67

1500 2300

250

750

SECT A-A

11

67

2Y16-67

2Y12-9031 31 32 32

40 40

1Y16-40

36372Y12-90

40 40 41 41 47 47

31 31

31 31 31 31

31 31

1950 1500 1500 2450 1500 1850

2700 1200 1200

2700 1200 1500 1200 1000 1200

1500

1220 1500 1500

1200 1500 1200 1000 1200 1825

18251500 1500

1500 18001500 1500

3Y16-45 3Y16-45

1250

31

2Y16-48

45422Y12-90

2Y16-50

2Y12-90

1350

3Y16-56

2Y12-90

13501Y16-64 2Y16-59 2Y16-59 2Y16-59 2Y16-59

2Y12-90

2Y16-01

SECT A-A

250

750

29

13

11

13 13

SECT B-B

250

750

18

14

11

14 14

1890 90

1667

AA

BB

AA

AA

AA

AA

SECT A-A

250

750

65

64

11

01 01

9064

BB

SECT A-A

250

750

29

66

1190

SECT A-A

250

750

62

59

11

SECT B-B

250

750

63

58

11

59 59

90 90

BB

AA

SECT A-A

250

750

39

36

11

40 40

9067

SECT A-A

250

750

49

47

11

01 01

90

SECT A-A

250

750

49

01

1190

SECT A-A

250

750

55

51

1190

AA

50 50

2Y12-9090

2Y12-9090

35

250

750

SECT A-A

11

67

90

AA

AA

31 31

PROJECT:


DRAWING:

BEAMS

CLIENT


GORO CONSULTANTS



P.O Box 55501-00200

NAIROBI KENYA

Tel:4402081/2,3534086

Drawn By:...


Approved By:

Scale:

Date:

AS SHOWN

NOVEMBER 2019

Drg NO:


NOTES





UON/2019/02/06

RIB TYPE 1 (520x140)

1 5

200

A

A

4

600

315063506350

5

200

A

A

600

300052505250

A

A

600

67505250

A

A

600

67506750

330

330




330

330

7R8-23-250

6R8-23-250 3R8-23-250

8R8-23-250

2Y16-02

2Y16-04

2Y16-06

2Y16-08

2Y16-01

2Y12-03

1900 19001900 950

7R8-23-250 7R8-23-250 3R8-23-250

1600 1600

6R8-23-250

1600

6R8-23-250

900

2Y16-05 21001600

6R8-23-250

8R8-23-250

21002100

8R8-23-250

2Y16-07

2Y16-04 2Y16-04

A

A

600

427510175


329

2Y12-08

6R8-23-250

12843052

14R8-23-250

2Y12-07

A

A

600

8950


2Y12-08

250

330

01

23

02SECTION -RIB TYPE 1SCALE: 1:10

330

03

23

04 SECTION -RIB TYPE 2SCALE: 1:10

330

05

23


330

07

23


330


330

07

23


PROJECT:


DRAWING:

RIB BEAMS

CLIENT


GORO CONSULTANTS



P.O Box 55501-00200

NAIROBI KENYA

Tel:4402081/2,3534086

Drawn By:...


Approved By:

Scale:

Date:

AS SHOWN

NOVEMBER 2019

Drg NO:


NOTES





UON/2019/02/07

6350 6350 3150

8275

6500

9000

9450

9000

9000

1 3 4 5 6 7 8

1077

590

0090

0094

50

1 2 3 4 5 6 7 8

J

I

H

A

B

D

C

B

D

C

B

A

J

I

H

G

F

6750 6750 6750 6750

8975

8975

9000

4000

6000

GROUND FLOORFOUNDATION LAYOUT & RIBBEDSLAB DETAILS

EE1

9000

4500

4475

4000

4500

6225

225

6000

4000

4500

4500

4500

4475

E1

E

1100

2200

5000

Ribs Type 1

C5

C7 C8 C8

C12

C10C10C9

C9 C10 C10

C8C8C7

C7 C10

C7C8C7

C1C2C1

C1C1

C2

C2

C2

C2

1800

8975

8975

9000

4000

6000

4500

4475

4000

4500

6225

225

4500

4500

4500

4475

1100

2200

C2

C2

C2

C2

C2

1800

Ribs Type 1

150mm THICK SLAB

Ribs Type 1

Ribs Type 1

Ribs Type 1

BEAM B5

BEAM B5

BEAM B5

Base 8Base 7 Base 8Base 12

Base 12

Base 2

Base 1Base 2

Base 2

Base 2

Base 2 Base 2

Base 2

Base 2

Base 2

Base 2

Base 1

Base 1 Base 1

Base 10

Base 10

Base 10Base 9

Base 9 Base 10

Base 8 Base 8Base 7

Base 7 Base 10

Base 7 Base 8 Base 7

C6

C9

C9

C9

C9

Base 9

Base 9

Base 9

Base 9

150mm THICK SLAB

BEAM B5

BEAM B5

BEAM B5

BEA

M B

6

BEA

M B

6

BEA

M B

6

BEA

M B

7B

EAM

B7

BEA

M B

8

BEAM B9

BEAM B9

BEA

M B

10

BEA

M B

11

BEAM B12

BEA

M B

6

BEA

M B

6

BEA

M B

7B

EAM

B7

BEAM B9

BEA

M B

10

BEA

M B

11

BEAM B12

2' 3'

F

108Y

12-0

2-B

(2Pe

r rib

)

108Y

12-0

1-T(

2Per

rib)

108Y

12-0

2-B

(2Pe

r rib

)

SLAB 1 SLAB 2 SLAB 3

SLAB 5SLAB 4 SLAB 5 SLAB 6

5900

108Y

12-0

1-T(

2Per

rib)

635063503150

Ribs Type 1

Ribs Type 1

Ribs Type 1

Ribs Type 1

Ribs Type 1

BEAM B5

BEAM B5

BEAM B5

BEAM B5

BEAM B5

BEAM B5B

EAM

B6

BEA

M B

6

BEA

M B

7B

EAM

B7

BEA

M B

8

BEAM B9

SLAB 1SLAB 2SLAB 3

SLAB 5SLAB 4SLAB 5SLAB 6

C5 C6 C6

C3C4

C11

C3

C3C3

C3 C3

C3C3C6

C3C5

C6

C4

C11

C11

C11

C11

C11

C11

C11

C11

C12

C5

C7C8C8

C12

C10 C10 C9

C9C10C10

C8 C8 C7

C7C10

C7 C8 C7

Base 8 Base 7Base 8Base 12

Base 12

Base 10

Base 10

Base 10 Base 9

Base 9Base 10

Base 8Base 8 Base 7

Base 7Base 10

Base 7Base 8Base 7

C9

C9

C9

C9

Base 9

Base 9

Base 9

Base 9

C5C6C6

C3 C4

C11

C3

C3 C3

C3C3

C3 C3 C6

C3 C5

C6

C4

C11

C11

C11

C11

C11

C11

C11

C12

108Y

16-0

2-B

(2Pe

r rib

)

108Y

16-0

1-T(

2Per

rib)

108Y

16-0

2-B

(2Pe

r rib

)

108Y

16-0

1-T(

2Per

rib)

5257 5250 3000

2850

C14

Base 14

C14

Base 14

C14

Base 14

C14

Base 14

C14

Base 14

C14

Base 14

C14

Base 14

C14

Base 14

C14

Base 14

C14

Base 14

C14

Base 14

C14

Base 14

C14

Base 14

C14

Base 14

C14

Base 14

C14

Base 14

6350 3150

6500

9000

9450

1 2 3 4 5 6 7 8

9450

1 2 3 4 5 6 7 8

J

I

H

A

B

D

C

B

G

F

D

C

B

A

J

I

H

9000

G

F

6750 6750 6750 6750

4000

8975

8975

9000

4000

6000

E1E E

E1

4000

4500

6225

225

5000

5250 5250 3000

5250

6725

4200

3900

1800

BEAM B13

BEAM B13

BEAM B13

BEA

M B

14

BEA

M B

14

BEA

M B

14

BEAM B15

BEAM B15

BEA

M B

16

BEA

M B

17

BEA

M B

17

BEA

M B

18

BEAM B3

BEA

M B

1

BEAM B3

BEA

M B

1

BEAM B4

BEAM B4

8275

6500

9000

8975

8975

4000

6000

4500

6225

225

5000

3000

4200

3900

1800

BEA

M B

6

BEA

M B

6

BEAM B9

BEA

M B

10

BEA

M B

11

Ribs Type 2

Ribs Type 2

Ribs Type 2Ribs Type 2



Ribs Type 4

Ribs Type 4

150mm THICK SLAB

5900 6350 6350 5950

Ribs Type 5 Rib

s Typ

e 6

6900

4075

66Y

16-0

4-B

(2Pe

r rib

)

66Y

12-0

3-T(

2Per

rib)

66Y

12-0

3-T(

2Per

rib)

66Y

16-0

4-B

(2Pe

r rib

)

16Y

16-0

6-B

(2Pe

r rib

)

16Y

16-0

6-T(

2Per

rib)

16Y

16-0

6-B

(2Pe

r rib

)

36Y

16-0

8-B

(2Pe

r rib

)

36Y

16-0

7-T(

2Per

rib) 36Y

16-0

8-B

(2Pe

r rib

)

525052503000

5250

4200

3900

BEAM B13

BEAM B13

BEAM B13

BEA

M B

14

BEA

M B

14

BEA

M B

14

BEAM B15

BEAM B15

BEA

M B

16

BEA

M B

17

BEA

M B

18


Ribs Type 2 Ribs Type 2




6900

4075

66Y

16-0

4-B

(2Pe

r rib

)

66Y

12-0

3-T(

2Per

rib)

66Y

12-0

3-T(

2Per

rib)

66Y

16-0

4-B

(2Pe

r rib

)

16Y

16-0

6-B

(2Pe

r rib

)

16Y

16-0

6-T(

2Per

rib)

16Y

16-0

6-B

(2Pe

r rib

)

36Y

16-0

8-B

(2Pe

r rib

)

36Y

16-0

7-T(

2Per

rib)

36Y

16-0

8-B

(2Pe

r rib

)

6350 6350 3150

8975

8975

9000

4500

4475

4500

4500

4500

4475

Ribs Type 1

8975

8975

9000

4500

4475

4500

4500

4500

4475

Ribs Type 1

Ribs Type 1

Ribs Type 1

Ribs Type 1

BEAM B5

BEAM B5

BEAM B5

BEA

M B

6

BEA

M B

6

BEA

M B

7B

EAM

B7

BEA

M B

8

BEAM B9

108Y

16-0

2-B

(2Pe

r rib

)

108Y

16-0

1-T(

2Per

rib)

108Y

16-0

2-B

(2Pe

r rib

)

108Y

16-0

1-T(

2Per

rib)

635063503150

Ribs Type 1

Ribs Type 1

Ribs Type 1

Ribs Type 1

Ribs Type 1

BEAM B5

BEAM B5

BEAM B5

BEA

M B

6

BEA

M B

6

BEA

M B

7B

EAM

B7

BEA

M B

8

BEAM B9

108Y

16-0

2-B

(2Pe

r rib

)

108Y

16-0

1-T(

2Per

rib)

108Y

16-0

2-B

(2Pe

r rib

)

108Y

16-0

1-T(

2Per

rib)

FIRST FLOOR LAYOUT & RIBBEDSLAB DETAILS

150mm THICK SLAB



150mm THICK SLABSLAB 1SLAB 2SLAB 3


36Y16-XX-B(2Per rib)

BEAM B12 BEAM B12

BEA

M B

1

Ribs Type 5

40Y

12-0

6-B

(2Pe

r rib

)

36Y12-06-B(2Per rib)



40Y

12-0

6-B

(2Pe

r rib

)

40Y

12-0

6-B

(2Pe

r rib

)

26Y12-06-B(2Per rib)26Y12-06-B(2Per rib)

36Y12-06-T(2Per rib)


Rib

s Typ

e 6

C14C14

C14

C14 C14 C14

C14C14

C14 C14

C14 C14 C14

C14 C14 C14

PROJECT:


DRAWING:


CLIENT


GORO CONSULTANTS



P.O Box 55501-00200

NAIROBI KENYA

Tel:4402081/2,3534086

Drawn By:...


Approved By:

Scale:

Date:

AS SHOWN

NOVEMBER 2019

Drg NO:


NOTES





UON/2019/02/08

6350 6350 3150

6500

9000

9450

1 2 3 4 5 6 7 8

635063503150

9450

1 2 3 4 5 6 7 8

J

I

H

A

B

D

C

B

G

F

D

C

B

A

J

I

H

9000

G

F

6750 6750 6750 6750

4000

8975

8975

9000

4000

6000

E1E E

E1

4000

4500

6225

225

5000

5250 5250 3000

5250

4275

1017

5

672542

0039

0018

00

BEAM B13

BEAM B13

BEAM B13

BEA

M B

14

BEA

M B

14

BEA

M B

14BEAM B15

BEAM B15

BEA

M B

16

BEA

M B

17

BEA

M B

17

BEA

M B

18BEAM B14

BEA

M B

14

BEAM B14

BEA

M B

14

BEAM B14

BEAM B14

6350

8275

6500

9000

8975

8975

4000

6000

4500

6225

225

5000

3000

4200

3900

1800

BEA

M B

6

BEA

M B

6

BEAM B9

BEAM B9

BEA

M B

10

BEA

M B

11

Ribs Type 2

Ribs Type 2




Ribs Type 4

Ribs Type 4

150mm THICK SLAB

5900 6350 6350 5950

SECOND FLOOR LAYOUT & RIBBEDSLAB DETAILS

Ribs Type 5

Rib

s Typ

e 6

6900

4075

78Y

16-0

4-B

(2Pe

r rib

)36

Y16

-08-

B(2

Per r

ib)

36Y

16-0

7-T(

2Per

rib)

36Y

16-0

8-B

(2Pe

r rib

)

525052503000

5250

4200

3900

BEAM B13

BEAM B13

BEAM B13

BEA

M B

14

BEA

M B

14

BEA

M B

14

BEAM B15

BEAM B15

BEA

M B

16

BEA

M B

17

BEA

M B

18






6900

4075

16Y

16-0

6-B

(2Pe

r rib

)

36Y

16-0

8-B

(2Pe

r rib

)

36Y

16-0

7-T(

2Per

rib)

36Y

16-0

8-B

(2Pe

r rib

)

BEAM B19

8274

150mm THICK SLAB



150mm THICK SLABSLAB 1SLAB 2SLAB 3


C7 C8 C8

C12

C10C10C9

C9 C10 C10

C8C8C7

C7 C10

C7C8C7

C9

C9

C9

C9

C12

C10

6725 9000 6726

35003500

78Y

12-0

4-T(

2Per

rib)

78Y

12-0

4-T(

2Per

rib)

78Y

16-0

4-B

(2Pe

r rib

)

16Y

16-0

6-B

(2Pe

r rib

)

16Y

16-0

6-T(

2Per

rib)

78Y

16-0

4-B

(2Pe

r rib

)

78Y

12-0

4-T(

2Per

rib)

78Y

12-0

4-T(

2Per

rib)

78Y

16-0

4-B

(2Pe

r rib

)

16Y

16-0

6-B

(2Pe

r rib

)

16Y

16-0

6-B

(2Pe

r rib

)

16Y

16-0

6-T(

2Per

rib)

40Y

12-0

6-B

(2Pe

r rib

)



36Y12-06-T(2Per rib)26Y12-06-B(2Per rib) 26Y12-06-B(2Per rib)

40Y

12-0

6-B

(2Pe

r rib

)

40Y

12-0

6-B

(2Pe

r rib

)

26Y12-06-B(2Per rib)26Y12-06-B(2Per rib)

36Y12-06-T(2Per rib)


Rib

s Typ

e 6

Rib

s Typ

e 6

Rib

s Typ

e 6

C14C14

C14

C14 C14 C14

C14C14

C14 C14

C14 C14 C14

C14 C14 C14

1

J

I

H

G

F

E

D

C

B

A

2 3 4 5 6 7 8

A

B

1 2 3 4 5 6 7 8

J

I

H

G

F

E

D

C

B

LOWER GROUND FLOORFOUNDATION LAYOUT & GENERAL ARRAGEMENT

9000

C5 C6 C6

C3C3C4

C3C4 C3

C3C3C3

C11

C11

C11

C11

C11

C11

C11

RETAINING WALL

C3C3C6

Base 5Base 6 Base 6

Base 3Base 4

Base 4 Base 3

Base 3Base 3

Base 11

Base 11

Base 11

Base 11

Base 13

Base 11

Base 13

Base 11Base 3

C11

Base 3Base 6

C5C6C6

C3 C3 C4

C3 C4C3

C3 C3 C3

C11

C11

C11

C11

C11

C11

C11

C3 C3 C6

Base 5Base 6Base 6

Base 3 Base 4

Base 4Base 3

Base 3 Base 3 Base 3

Base 11

Base 11

Base 13

Base 11

Base 13

Base 11

Base 11

Base 11Base 3

C11

Base 3 Base 6

C5 C6 C6 C11 C11

STR

IP B

EAM

STR

IP B

EAM

STR

IP B

EAM

STR

IP B

EAM

STR

IP B

EAM

STR

IP B

EAM

STR

IP B

EAM

STR

IP B

EAM

C6 C6 C5

6350 6330 6000 22901 6000 6350 6350

8975

8975

4000

6000

1100

090

0094

5090

00

PROJECT:


DRAWING:


CLIENT


GORO CONSULTANTS



P.O Box 55501-00200

NAIROBI KENYA

Tel:4402081/2,3534086

Drawn By:...


Approved By:

Scale:

Date:

AS SHOWN

NOVEMBER 2019

Drg NO:


NOTES





UON/2019/02/09

30Y

10-0

1-20

0B1

4000

6000

6000

4000

2200

C5C5 C5 C4

C4

150mm THICK SLAB

BEA

M B

6

BEAM B9

BEAM B9

BEAM B12

SLAB 1SLAB 2

SLAB 3


5900

20Y10-02-200B2 (20)

(30)

6350 6350 5950

30Y

10-0

3-20

0T1

29Y10-07-200B2

(20) (31) (29)

13Y

10-0

3-20

0T2

(9)

(4)

42Y10-05-150B1

50Y

10-0

6-20

0B2

(42)

(30)

(20)

40Y

10-0

7-15

0B1

(40)

50Y

10-0

9-20

0T1

(20)

(30)

13Y

10-1

0-20

0T2

(9)

(4)

80Y10-04-200T2

13Y

10-1

1-20

0T2

(9)

(4)

45Y10-12-200T2 (2) (8) (11) (3)

42Y10-13-150B1

6Y10

-16-

200T

2

(31)(20)

21Y10-15-200T2 (10)(4)

20Y

10-1

4-20

0B2

(3)

(3)

101Y10-17-150B1(20) (42) (39)20

Y10

-18-

200T

1

20Y

10-1

9-20

0B2

(11) (3) 45Y10-20-200T2

9Y10

-20-

200T

2(3

)(6

)

20Y

10-2

1-20

0T1

9Y10

-22-

200T

2(3

)(6

)

9Y10

-23-

200T

2

20Y

10-2

4-20

0B2

(20)

(11)

(11)(11) (10) (10)

(11) (10)

(3)

(6)

30Y

10-0

1-20

0B1

G

6000

4000

E1

2200

C5 C5C5C4

C4

150mm THICK SLAB

BEA

M B

6

BEAM B9

BEAM B9

BEAM B12

F

SLAB 1SLAB 2

SLAB 3


5900

20Y10-02-200B2(20)

(30)

635063505950

30Y

10-0

3-20

0T1

29Y10-07-200B2

(20)(31)(29)

13Y

10-0

3-20

0T2

(9)

(4)

42Y10-05-150B1

50Y

10-0

6-20

0B2

(42)

(30)

(20)

40Y

10-0

7-15

0B1

(40)

50Y

10-0

9-20

0T1

(20)

(30)

12Y

10-1

0-20

0T2

(9)

(3)

80Y10-04-200T1

13Y

10-1

1-20

0T2

(9)

(4)

41Y10-12-200T2(2)(7)(10)(3)

47Y10-13-150B1

6Y10

-16-

200T

2

(38) (20)

22Y10-15-200T2(9) (4)

20Y

10-1

4-20

0B2

(3)

(3)

101Y10-17-150B1 (20)(42)(39)

20Y

10-1

8-20

0T1

20Y

10-1

9-20

0B2

(9)(3)39Y10-20-200T2

9Y10

-20-

200T

2(3

)(6

)

20Y

10-2

1-20

0T1

9Y10

-22-

200T

2(3

)(6

)

9Y10

-23-

200T

2

20Y

10-2

4-20

0B2

(20)

G

E1

F

(3)

(6)

(9) (9)(9)

(10)(9)

(9)

(9)

(20)

(20)

(20)

(30)

5 6 7 8

5 6 7 8

BEAM B19

35Y10-42-150B1

21Y

10-4

3-20

0B2

6Y10

-44-

200T

2(3

)

(35)

(21)

(3)

27Y10-41-200T1(4)(8)

21Y

10-4

0-20

0T1

45Y10-36-150B1 (45)

21Y

10-3

7-20

0B2

(21)

6Y10

-39-

200T

2(3

)(3

)

(10)(5)

4275

6750 5250

(21)

5250

4275

BEAM B19

35Y10-25-150B1

21Y

10-2

6-20

0B2

6Y10

-27-

200T

2(3

)

(35)

(21)

(3)

12Y10-28-200T2 (4) (8)

13Y

10-2

9-20

0T1

8Y10

-30-

200T

1

13Y

10-2

9-20

0B2

30Y10-31-150B1(11) (19)

(13) (1

3)13

Y10

-32-

200B

2

14Y10-33-150B1(14)

8Y10

-34-

200B

2(8

)

8Y10

-35-

200T

2

6750

PROJECT:


DRAWING:


CLIENT


GORO CONSULTANTS



P.O Box 55501-00200

NAIROBI KENYA

Tel:4402081/2,3534086

Drawn By:...


Approved By:

Scale:

Date:

AS SHOWN

NOVEMBER 2019

Drg NO:


NOTES





UON/2019/02/10

T=300

R=150

WAIST=250

25

14

2827

2616

1 2 3 5 6 7 84

17

11 12 13

15

9

10

242322

21

20

1918

17T12-01-150BB & TT

17T12-02-150BB &TT

17T12-03-150BB

17T12-04-150BB & TT

17T12-05-150TT & BB

24T10-06-200B

12T10-08-200B

25T10-11-200B

T10@200B

11T10-07-200T

4T10-09-200T

12T10-10-200T

13T10-12-200T

T10@200T17T12-13-200TT

GROUND FLOOR TO 1ST FLOOR STAIRCASE (4NoS)

SCALE: 1:40

17T12-01-150BB & TT

17T12-02-150BB &TT

17T12-03-150BB

17T12-04-150BB & TT

17T12-05-150TT & BB

24T10-06-200B

12T10-08-200B

17T10-11-200B

T10@200B

11T10-07-200T

4T10-09-200T

12T10-10-200T

4T10-12-200TT10@200T17T12-13-150TT

109 22 2320 2118 19 246 141 1632 5 87 174 1211 1513

1ST FLOOR TO 2ND FLOOR STAIRCASE (4NoS)

T=300

R=150

WAIST=250

SCALE: 1:40

T10@200T&B

T10@200TT&BB

T10@200T&B

T10@200TT&BB

T10@200T&B

T10@200TT&BB

T10@200T&B

T10@200TT&BB

T10@200T&B

T10@200TT&BB

T10@200T&B

T10@200TT&BB

T10@200T&B

T10@200TT&BB

T10@200T&B

T10@200TT&BB

T10@200T&B

T10@200TT&BB

T10@200T&B

T10@200TT&BB

T10@200T&B

T10@200TT&BB

LOWER GROUND FLOOR TO UPPER GROUND FLOOR STAIRCASE (1NoS)

SCALE: 1:40

PROJECT:


DRAWING:

STAIRCASE

CLIENT


GORO CONSULTANTS



P.O Box 55501-00200

NAIROBI KENYA

Tel:4402081/2,3534086

Drawn By:...


Approved By:

Scale:

Date:

AS SHOWN

NOVEMBER 2019

Drg NO:


NOTES





UON/2019/02/11

B B

C C

A A

D D

F F

2

2

E E

3

3

1

1

G G

H H

I I

J J

4

4

6

6

8

8

7

7

5

5

8

O

SLOPE

22.5

O

SLOPE

22.5

O

SLOPE

22.5

O

SLOPE

22.5

O

SLOPE

22.5

O

SLOPE

22.5

O

SLOPE

22.5

O

SLOPE

22.5

O

SLOPE

8

O

SLOPE

22.5

O

SLOPE

22.5

O

SLOPE

22.5

O

SLOPE

22.5

O

SLOPE

8

O

SLOPE

22.5

O

SLOPE22.5

O

SLOPE

22.5

O

SLOPE

22.5

O

SLOPE

ROOF PLAN

5800

5800

5850

5839

SCALE: 1:200

B B

C C

A A

D D

F F

2

2

E E

3

3

1

1

G G

H H

I I

J J

4

4

6

6

8

8

7

7

5

5

8

O

SLOPE

22.5

O

SLOPE

22.5

O

SLOPE

22.5

O

SLOPE

22.5

O

SLOPE

22.5

O

SLOPE

22.5

O

SLOPE

22.5

O

SLOPE

22.5

O

SLOPE

8

O

SLOPE

22.5

O

SLOPE

22.5

O

SLOPE

TRUSS TYPE 1

TRUSS TYPE 1

TRUSS TYPE 1

TRUSS TYPE 1

TRUSS TYPE 1

TRUSS TYPE 1

TRUSS TYPE 1

TRUSS TYPE 1

TRU

SS T

YPE

1

TRU

SS T

YPE

1

TRU

SS T

YPE

1

TRUSS TYPE 2

22.5

O

SLOPE

22.5

O

SLOPE

22.5

O

SLOPE

TRU

SS T

YPE

1

TRU

SS T

YPE

1

TRU

SS T

YPE

1

TRU

SS T

YPE

1

TRU

SS T

YPE

1

TRU

SS T

YPE

1

TRU

SS T

YPE

1

TRU

SS T

YPE

1

TRU

SS T

YPE

1

TRU

SS T

YPE

1

22.5

O

SLOPE

TRUSS TYPE 1

TRU

SS T

YPE

10

22.5

O

SLOPE

22.5

O

SLOPE

TRUSS TYPE 4

TRUSS TYPE 3

TRUSS TYPE 5

TRUSS TYPE 6

TRUSS TYPE 1

TRU

SS T

YPE

7

TRU

SS T

YPE

8

TRU

SS T

YPE

9

TRU

SS T

YPE

1

TRU

SS T

YPE

7

TRU

SS T

YPE

8

TRU

SS T

YPE

9

TRUSS TYPE 1

TRUSS TYPE 1

TRUSS TYPE 1

TRUSS TYPE 1

TRUSS TYPE 1

TRUSS TYPE 1

TRUSS TYPE 1

TRUSS TYPE 2

TRUSS TYPE 4

TRUSS TYPE 3

TRUSS TYPE 5

TRUSS TYPE 6

TRUSS TYPE 5

TRUSS TYPE 4

TRUSS TYPE 3

TRUSS TYPE 2

TRUSS TYPE 1

TRU

SS T

YPE

10

TRU

SS T

YPE

11

TRU

SS T

YPE

10

TRU

SS T

YPE

10

TRU

SS T

YPE

11

TRU

SS T

YPE

10

TRU

SS T

YPE

11

TRU

SS T

YPE

10

TRU

SS T

YPE

10

TRU

SS T

YPE

11

TRU

SS T

YPE

10

TRU

SS T

YPE

11

TRU

SS T

YPE

10

TRU

SS T

YPE

10

TRU

SS T

YPE

11

TRU

SS T

YPE

11

TRU

SS T

YPE

10

TRU

SS T

YPE

10

TRU

SS T

YPE

11

TRUSS TYPE 2

TRUSS TYPE 4

TRUSS TYPE 3

TRUSS TYPE 5

TRU

SS T

YPE

10

TRU

SS T

YPE

10

TRU

SS T

YPE

10

TRU

SS T

YPE

10

TRU

SS T

YPE

10

TRU

SS T

YPE

10

TRU

SS T

YPE

10

TRU

SS T

YPE

10

TRU

SS T

YPE

10

TRU

SS T

YPE

10

TRU

SS T

YPE

11

TRU

SS T

YPE

11

TRU

SS T

YPE

11

TRU

SS T

YPE

11

TRUSS TYPE 12

TRUSS TYPE 12

TRUSS TYPE 12

TRUSS TYPE 12

TRUSS TYPE 12

TRUSS TYPE 12

TRUSS TYPE 12

TRUSS TYPE 12

TRUSS TYPE 12

TRUSS TYPE 12

TRUSS TYPE 12

TRUSS TYPE 12

TRUSS TYPE 12

TRUSS TYPE 12

TRUSS TYPE 12

TRUSS TYPE 12

TRUSS TYPE 12

TRUSS TYPE 12

TRUSS TYPE 12

TRUSS TYPE 12

TRUSS TYPE 12

TRUSS TYPE 12

TRU

SS T

YPE

10

TRU

SS T

YPE

10

TRU

SS T

YPE

10

TRU

SS T

YPE

10

TRU

SS T

YPE

10

TRU

SS T

YPE

11

TRU

SS T

YPE

11

16100

18800 18800

2955

0

4105

0

2955

0

16100

20301

4105

0

ROOF TRUSS LAYOUT

SCALE: 1:200

PROJECT:


DRAWING:

ROOF AND TRUSS LAYOUT

CLIENT


GORO CONSULTANTS



P.O Box 55501-00200

NAIROBI KENYA

Tel:4402081/2,3534086

Drawn By:...


Approved By:

Scale:

Date:

1:75

NOVEMBER 2019

Drg NO:


NOTES





UON/2019/02/12

TRUSS TYPE 1SCALE 1:55


150

x 50

150 x

50

150 x

50

150

x 50

150 x 50

150 x 50

150 x 50 150 x 50

150 x 50150 x

50

150 x 50

2/150 x 50

2/150 x 50 2/150 x 50

150 x

50150 x 50

150 x 50150 x

50

150 x 50

2/150 x 50

2/150 x 50 2/150 x 50

150

x 50

150

x 50

150

x 50

150 x

50

150 x

50

150 x

50

150 x

50

150 x 50

150 x 50

150 x 50

150 x 50150 x

50

150 x 50

2/150 x 50

2/150 x 50 2/150 x 50

150

x 50

150

x 50

150 x

50150 x 50 150 x 50

150 x 50

150 x 50

2/150 x 50

2/150 x 502/150 x 50 150

x 50

150

x 50



16100

14800

13200 11600

150

x 50150 x 50

150 x 50

150

x 50150 x 50

150 x

50

150 x 50

150

x 50150 x 50


2/150 x 50

150

x 50

2/150 x 50

2/150 x 50

150 x

50

150 x

50

150 x 50

2/150 x 50

150 x 50

150

x 50

2/150 x 50

150

x 50


150 x

50

150 x

50150 x 50

150 x

50

150 x 50

150 x 50

2/150 x 50

150

x 50

2/150 x 50

150

x 50

150 x

50


150 x

50

2/150 x 50


10000

8050

5700

5850

150 x 50

150

x 50150 x 50 15

0 x

50

150 x 50

150

x 50150 x 50

2/150 x 50

2/150 x 50

150 x

50150 x 50

150 x 50


150 x

50

150 x

50

150 x 50

150 x 50

150 x 50150 x

50

150 x 50

2/150 x 50

2/150 x 50 2/150 x 50

150

x 50

150

x 50

150

x 50

150

x 50

8900

150 x 50


150 x

50

150 x

50

2/150 x 50

150 x 50

2/150 x 50150 x 5015

0 x 50

2/150 x 50

150

x 50

150

x 50

12100

150

x 50

150 x 50

150 x 50

150 x 50


150 x

50

150 x 50

150 x 50

2/150 x 5015

0 x 50

150

x 50

2/150 x 50

2/150 x 50 150

x 50

18800

150 x 50

150 x 50

150 x

50150 x

50

150

x 50

150 x 50

PROJECT:


DRAWING:

TRUSSES

CLIENT


GORO CONSULTANTS



P.O Box 55501-00200

NAIROBI KENYA

Tel:4402081/2,3534086

Drawn By:...


Approved By:

Scale:

Date:

1:75

NOVEMBER 2019

Drg NO:


NOTES





UON/2019/02/13

drawings structural.pdf - [email protected]

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