LIF

TME

CH

DU

CT

EL

EC

.D

UC

T

up

dn

A B C ED A B C ED

01

02

03

04

05

06

07

08

09

1800

3400

C20

1200

2600

C311200

2400

C10

1400

3000C09

2200

4200C19

1600

3200 C30

C08 C18C29 CR07

C06 C16 C27 CR05

C05 C15 C26 CR04

C21C32 C32'

CR01 CR16

C22

C33 CR17

CR02 CR15

CR03 CR14

01

02

03

04

05

06

07

08

09

C04 C14 C25

C03 C13 C24

C02 C12 C22' CR16

C30'

1600

3200

2800

1500

2000

4000

2000 2000

4000

3800

1500

2800

4000

2000

1600

3300

4500

2300

4600

2000

3800

2200

44003200

CR05'

CR04'

2950

2800

4422 6475 325050

8251

4368

3052

00

Masonry walling

600

Retaining wall

Retaining wall

Retaining wall

1500

4422 6475 3250

C20 C31C10

C09 C19 C30

C08 C18C29 CR07

C06 C16 C27 CR05

C05 C15 C26 CR04

C30'

CR05'

CR04'BG5

(600mmX300mm)

BG6

(600mmX300mm)

BG7

(600mmX300mm)

BG8

(600mmX300mm)

BG9

(600mmX300mm)

BG

11

(60

0m

mX3

00

mm

)

BG

12

(60

0m

mX3

00

mm

)

BG

13

(60

0m

mX3

00

mm

)

BG

14

(60

0m

mX3

00

mm

)

SBG

05

(60

0m

mX2

00

mm

)

(600mmX200mm)

SBG02

(600mmX200mm)

SBG03

(600mmX200mm)

SBG01

(600mmX200mm)

SBG04

(600mmX200mm)

SBG02

(600mmX200mm)

SBG03

(600mmX200mm)

SBG04

175m

m R

einf

orce

d Co

ncre

te S

LAB

175mm Reinforce

d Concrete SLAB

Masonry walling

Retaining wall

Masonry wall

5082

5143

6830

530

069

00

3917

630

8

00

5999

2300

C05' C15' C26'

1600

3300

4500 4600

2800

4400

4200

2200

4200

4200

200022004200

2000

4100

2000

3000

1500

1500

3000

4400

2200

4200

2200

3400

2000

3800

2000

1000

1000

1000

1000

2850

1000

1500

1000

1500

1000

3963

1000

BASEMENT 2 GARAGE SLAB BASEMENT 1 GARAGE SLAB

LIF

TME

CH

DU

CT

EL

EC

.D

UC

T

up

dn

A B C ED

01

02

03

04

05

06

07

08

09

4422 6475 3250

C20 C31C10

C09 C19 C30

C08 C18C29 CR07

C06 C16 C27 CR05

C05 C15 C26 CR04

C30'

CR05'

CR04'BG5

BG6

BG7

BG8

BG9

BG

11

BG

12

BG

13

BG

14

SBG

05

SBG02

SBG03

SBG01

SBG04

SBG02

SBG03

SBG04

5082

5143

6830

530

069

00

00

BASEMENT 1 GARAGE SLAB

67Y1

2-0

1-15

0B1

71Y12-02-150B2

3Y10-03-250T23Y10-04-250T2

3Y10-05-250T2

3Y10-06-250T2

6Y10-07-250T2

43Y10-08-250T1

6Y10-09-250T241Y1

0-1

0-2

50T1

40Y1

0-2

3-25

0T1

6Y10-24-250T2

44Y1

2-11

-150

B1

44Y1

2-12

-150

B1

72Y12-13-150B2

21Y12-14-150B2

3Y10-15-250T23Y10-16-250T2

3Y10-17-250T2 3Y10-18-250T2

3Y10-20-250T2

46Y1

0-2

1-25

0T1

6Y10-22-250T2

46Y1

0-2

3-25

0T1

6Y10-24-250T2

32Y1

0-2

5-25

0T1

6Y10-26-250T2

56Y10-27-250T1

6Y10-28-250T2

3Y10-19-250T2

37Y10-29-250T2

30Y1

2-30

-150

B1

62Y12-31-150B2

17Y10-32-250T1

6Y10-33-250T2

6Y10-34-250T2

6Y10-09-250T2

41Y1

0-1

0-2

50T1

56Y10-27-250T1

6Y10-28-250T2

6Y10-07-250T2

43Y10-08-250T1

CLIENT

PROPOSED RESIDENTIAL

PROJECT

THE CROFT LIMITED

APARTMENTS

L/R N0. DAGORETTI/KINOO/6155

CONSULTING CIVIL STRUCTURAL ENGINEER

P.O BOX 25371-00100, NAIROBI

BOSKO ENGINEERING LTD

Boskoengineers@gmail.com

TEL: 254 717865382/735190997

DRAWING TITLE

ARCHITECT

Drawn byDesigned byD.O.O B.O.O

Checked byN.B

Approved byD.O.O

DateScaleAugust 2015

AS INDICATED ON THE DRAWING

Job No. ACAD File:

Status CO REV

NOTES:1. All dimensions are in millimeters2. Use class class 25 for bases &beams , class 25 for columns and 20 for the slab3.Read this drawing in conjunctionwith relevant Architectural drawings.4. Minimum cover for concrete is: a. Foundation = 50mm b. Columns = 25mm c. Beams = 25mm d. Slabs = 25mm5. All reinforcement to be twisted bars B.S 4449.6. All steel reinforcement must be approved by the Structural Engineer

STR01-MUTH

Drawing No.01/2015/MUTH-01

P.O BOX 12531-00400NAIROBI

HK CONSULT

P.O BOX 2378-00606NAIROBI

C0

C1

C2

C3

C4

REV REVISION SIGN DATE APPROVED

01-MUTH

FOUNDATION LAYOUT,BASEMENT 1 BEAM LAYOUT& SLAB DETAILS