Muthuga Roof

Emergencyescape steelstaircase


A C D

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4422 5075

5082

5143

3175

3655

4770

680

040

9261

33

TANK SLABT

RU

SS

1

TR

US

S 1

TR

US

S 1

TR

US

S 1

TR

US

S 1

TR

US

S 1

TR

US

S 1

TR

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S 1

TR

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S 1

TR

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S 1

TR

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S 1

TR

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S 1

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S 1

HIPPED TRUSS E

HIPPED TRUSS E

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

[email protected]

TEL: 254 717865382/735190997

DRAWING TITLE

ARCHITECT

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

Checked byN.B

Approved byD.O.O

DateScaleJuly 2015

AS INDICATED ON THE DRAWING

Job No. ACAD File:

Status CO REV

NOTES:

1. All dimensions are in millimeters

2. Use class class 25 for bases &beams ,

class 25 for columns and 20 for the slab

3.Read this drawing in conjunction

with relevant Architectural drawings.

4. Minimum cover for concrete is:

a. Foundation = 50mm

b. Columns = 25mm

c. Beams = 25mm

d. Slabs = 25mm

5. All reinforcement to be twisted bars

B.S 4449.

6. All steel reinforcement must be

approved by the Structural Engineer

STR01-MUTH

Drawing No.02/2015/MUTH

P.O BOX 12531-00400NAIROBI

HK CONSULT

P.O BOX 2378-00606NAIROBI

C0

C1

C2

C3

C4

REV REVISION SIGN DATE APPROVED

01-MUTH

ROOF LAYOUT & TYPICALRIBBED SLAB



LIFT

A C D

01

02

03

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4422 5075

5082

5143

3175

3655

4770

680

040

9261

33

8X(1Y16-01 + 1Y16-02 PER RIB)B1

7X(1Y16-03 + IY16-04 PER RIB) B1

7X(IY16-05 + IY16-06 PER RIB)B1

8X(1Y16-07 + 1Y16-08 PER RIB)B1

7X(IY16-09 + 1Y16-10 PER RIB) B1

8X(1Y16-11 + 1Y16-12 PER RIB)B1

7X(1Y16-13 + 1Y16-14 PER RIB)B1

15X(2T16-17 A.S PER RIB)T1








3Y10-24-250T2

3Y10-25-250T2

3Y10-26-250T2

3Y10-27-250T2

3Y10-24-250T2

3Y10-25-250T2

3Y10-26-250T2

3Y10-27-250T2

6Y12-28-250B2

11Y1

2-29

-250

B1

6Y12-28-250B2

11Y1

2-29

-250

B119

Y12-

30-2

50B2

6Y12-31-250B23Y10-32-250T2

3Y10-33-250T2

3Y10-35-250T2

3Y10-34-250T2

TYPICAL RIBBEDSLAB DETAIL

19Y1

2-37

-250

B1

6Y12-36-250B2

3Y10-38-300T2

3Y10-39-200T2

6Y12

-41-

250

B1

6Y12-40-250B2

6Y12

-41-

250

B1

6Y12-40-250B2

27Y1

2-42

-250

B1

5Y12-43-250B2

3Y10-44-300T2

3Y10-45-300T2

3Y10-46-300T2

3Y10-47-300T2

27Y1

2-42

-250

B1

5Y12-43-250B2

3Y10-45-300T2

3Y10-44-300T2

3Y10-45-300T2

8X(1Y16-15+1Y16PER RIB)B1

C10 C20 C31

C06 C16 C27 CR05

C07 C17 C28

C08'

C08

C18'

C18

C29'

C29

C09 C19 C30

C02 C12 C22'

C03 C13 C24

C04 C14 C25

C05 C15 C26 CR04

ROOF LAYOUT

Muthuga Roof

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