1:100.

SUPERVISORS1. ARCH. JARRET ODWALLO.2. ARCH. ANTHONY RALWALA.3. ARCH. KIGARA KAMWERU.4. ENG. EVANS C. GORO.5. Q.S. OLIVIA.

B76/36341/2010.

DRAWN BY:MAISIBA JOHN ONG'UTI

REGISTRATION NO:

DATE: APRIL, 2015SCALES:

BCM413: INTEGRATED DESIGN STUDIO III

6. Q.S PROF. GICHUNGE H.

JOB TITLE:

DRAWING ITEMS:

N

NOTESGENERAL:

1. All dimensions to be checked on site before commencement of any work. Usefigured dimensions only. Any discripancies should be reported to the Architectimmediately.2. All dimensions are in milimetres unless otherwise specified as interior roomdimensions in metres.

6. All slabs at ground level to be poured over 1000 gauge polythene sheeting on50mm stone blinding on hardcore.

1. All sanitry fittings, doors, windows and lifts to schedules.2. All plumping and drainage to comply with city council's specifications.3. All service ducts to be accessible from every floor.4. SVP denotes soil vent pipe to be provided at the head of drainage.

3. All works to be carried out inaccordance with the local authority regulations.4. Use figured dimensions only,do not scale from the drawing.5. Permanent Ventilation (PV) to be provided all openings as indicated on plans.above

7. 500 gauge polythene dpm (damp proof membrane) and anti-termite treatment tobe provided underground floor concrete slab.

STRUCTURAL WORKS:1. All black cotton soils to be removed from all building plinths. All buildings to be clear of black cotton soil to a distance of 3m.

2. All basement columns to be provided with angle iron protection 1500mm high.

3. All paved surfaces to be clear of black cotton soil to a distance of 500mmoutside the edge of the surface.

4. Refer to structural Engineers details for all reinforced concrete works.

5. Fountation depth to be determined on site to structural Engineer's approval.

6. Walls below 200mm thick to be reinforcedwith hoop iron at every alternatecourse.

CIVIL WORKS:1. All soils under slabs and around external fountations to be treated for termite control.2. All soils on cut emberkments to be stabilised. Slope not to exceed the natural angle of repose.

7. All adjacent r.c work and masonry walls to be tied with strap irons at everycourse.

3. All drainage pipes passing under building and drive way to be encased with 150mm thick concrete sorround.

PROPOSED FUNERAL HOME IN, NAIROBI

G

G

F

F

E

E

D

D

C

C

B

B

A

A

1

2

3

4

5

6

78

9

10

11

b

b

a

a

BRC MeshA142

BRC MeshA142

GFEDCBA

1

2

3

4

5

6

78

ba

D

D

E

E

85Y10-1-200B1

24Y8-2-200B1

26Y10-3-200T1

16Y8-19-200T2

59Y10-18-200B2

34Y10-13-200T1

59Y10-7-200B1

16Y8-8-200T134Y10-9-200T1

7Y8-10-200T1

16Y10-11-200T1

S

34Y10-13-200T1

59Y10-7-200B1

16Y8-8-200T134Y10-9-200T1

7Y8-10-200T1

16Y10-11-200T1

S

34Y10-13-200T1

59Y10-7-200B1

16Y8-8-200T134Y10-9-200T1

7Y8-10-200T1

16Y10-11-200T1

34Y10-13-200T1

59Y10-7-200B1

16Y8-8-200T134Y10-9-200T1

7Y8-10-200T1

16Y10-11-200T1

34Y10-13-200T1

59Y10-7-200B1

16Y8-8-200T134Y10-9-200T1

7Y8-10-200T1

16Y10-11-200T1

34Y10-13-200T1

59Y10-7-200B1

16Y8-8-200T134Y10-9-200T1

7Y8-10-200T1

16Y10-11-200T1

85Y10-1-200B1

26Y10-3-200T1

16Y8-19-200T2

85Y10-1-200B1

26Y10-3-200T1

16Y8-19-200T2

85Y10-1-200B1

26Y10-3-200T1

16Y8-19-200T2

85Y10-1-200B1

26Y10-3-200T1

16Y8-19-200T2

85Y10-1-200B1

26Y10-3-200T1

16Y8-19-200T2

85Y10-1-200B1

26Y10-3-200T1

16Y8-19-200T2

34Y10-13-200T1

A

A

B

B

C

C

D

D

F

F

H

H

1 1

2 2

4 4

5 5

6 6

E

E

G

G

3 3

1,000 5,200 4,900 1,200 1,000 1,167 3,533

2,50

02,

200

1,50

01,

400

4,20

0

800 1,000 1,000 1,000 1,000 800

200 6,000 200 5,900 200 5,500 200

59Y10-24-200B2

18Y10-14-200B2&T2

34Y10-13-200T1

85Y10-1-200B1

24Y8-2-200B1

26Y10-3-200T1 10Y10-4-200T1&B1

31Y10-5-200B1

8Y8-6-200T1

59Y10-7-200B1

16Y8-8-200T1

34Y10-9-200T1

7Y8-10-200T1

16Y10-11-200T1

8Y8-12-200T1

24Y8-25-200T226Y10-26-200T2

12Y10-27-200T2

16Y8-21-200T2

21Y10-15-200T28Y8-16-200T2

6Y10-20-200T2

6Y10-22-200T2

8Y8-29-200T2 3Y10-28-200T2&B2

6Y10-23-200T2

12Y10-30-200T2

28Y10-17-200T2

10Y10-31-200B2&T2

16Y8-19-200T2

59Y10-18-200B2

SS

REINFORCED CONCRETE SLAB STRUCTURAL DETAILS

SECTION S-S (SCALE 1:50)

5030

0D

ETER

MIN

E O

N S

ITE

150

2,50

030

015

02,

800

400 200 4001,000

500

LAP

300

2,95

02,

800

400

200

400

400 200 400

4 Y16

Y8@ 150mm c/c

75m

m K

ICK

ERS

5Y12@200mm c/c B1&B2

COLUMN BASE

VERTICAL SECTION OFTHE COLUMN

A

A

B

B

C

C

D

D

E

E

F

F

G

G

H

H

I

I

1 12 2

3 3

4 4

5 5

6 6

7 7

8 8

9 9

BRC MeshA142

FOUNDATION LAYOUT (SCALE 1:100)

200 200 200 200 200 200

600600

300

150

450

300

150

450

200200

300

200

3Y10@ 200mm c/c3Y10@ 200mm c/c

1

2

3

456

1

2

3

456

1. Damp proof course2. BRC Mesh A1423.150mm Thick concrete floor slab

5. 50mm murram blinding4. Damp proof membrane

6. 300mm thick well compactedhardcore infill

STRIP FOUNDATION SECTION DETAIL (scale 1:20)

Y10@200mm c/c

2Y12

2Y16

EDGE BEAM

Y8@200mm c/c

2Y12

2Y16

CENTRE BEAM

Y8@200mm c/c

RING BEAM

2Y12

2Y12

REINFORCED CONCRETE BEAMS (SCALE 1:20)

1.All dimensions are in mm unless otherwise statedNOTES

2.This drawing must be read in conjunction with architectural drawing and all other relevant drawings.

3.Only figured dimensions to be taken from the drawings do not scale from the drawings.

4. Reinforcement cover;- a) Slab-20mm b) Beams-25mm c) Columns-40mm d) Foundations-50mm e) Staircase-40mm5. Allowable bearing capacity 100kN/m2

6. All concrete works to be supervised by a structural engineer.

7. Concrete strength for structural concrete members to be class 20 mix 1:2:4

8.Blinding concrete to be mix 1:3:6

9. All steel reinforcement must be approved by the structural Engineer before casting

10. All excavation work to be inspected and approved by the structural Engineer before concreting.

NAME: MUTHAMA MARTIN KIRIBAREGISTRATION NO: B76/3463/2010

REVISIONS

RevisionDate

COURSE WORK:INTEGRATEDDESIGN STUDIO(BCM 413)

DRAWING ITEMS:R.C SLAB, FOUNDATION LAYOUTR.C MEMBERS.

SCALE 1:50,1:20,1:100

A

A

B

B

C

C

D

D

F

F

H

H

1 1

2 2

4 4

5 5

6 6

E

E

G

G

3 3

1,000 5,200 4,900 1,200 1,000 1,167 3,533

2,50

02,

200

1,50

01,

400

4,20

0

800 1,000 1,000 1,000 1,000 800

200 6,000 200 5,900 200 5,500 200

59Y10-24-200B2

18Y10-14-200B2&T2

34Y10-13-200T1

85Y10-1-200B1

24Y8-2-200B1

26Y10-3-200T1 10Y10-4-200T1&B1

31Y10-5-200B1

8Y8-6-200T1

59Y10-7-200B1

16Y8-8-200T1

34Y10-9-200T1

7Y8-10-200T1

16Y10-11-200T1

8Y8-12-200T1

24Y8-25-200T226Y10-26-200T2

12Y10-27-200T2

16Y8-21-200T2

21Y10-15-200T28Y8-16-200T2

6Y10-20-200T2

6Y10-22-200T2

8Y8-29-200T2 3Y10-28-200T2&B2

6Y10-23-200T2

12Y10-30-200T2

28Y10-17-200T2

10Y10-31-200B2&T2

16Y8-19-200T2

59Y10-18-200B2

SS

REINFORCED CONCRETE SLAB STRUCTURAL DETAILS

SECTION S-S (SCALE 1:50)

5030

0D

ETER

MIN

E O

N S

ITE

150

2,50

030

015

02,

800

400 200 4001,000

500

LAP

300

2,95

02,

800

400

200

400

400 200 400

4 Y16

Y8@ 150mm c/c

75m

m K

ICK

ERS

5Y12@200mm c/c B1&B2

COLUMN BASE

VERTICAL SECTION OFTHE COLUMN

A

A

B

B

C

C

D

D

E

E

F

F

G

G

H

H

I

I

1 12 2

3 3

4 4

5 5

6 6

7 7

8 8

9 9

BRC MeshA142

FOUNDATION LAYOUT (SCALE 1:100)

200 200 200 200 200 200

600600

300

150

450

300

150

450

200200

300

200

3Y10@ 200mm c/c3Y10@ 200mm c/c

1

2

3

456

1

2

3

456

1. Damp proof course2. BRC Mesh A1423.150mm Thick concrete floor slab

5. 50mm murram blinding4. Damp proof membrane

6. 300mm thick well compactedhardcore infill

STRIP FOUNDATION SECTION DETAIL (scale 1:20)

Y10@200mm c/c

2Y12

2Y16

EDGE BEAM

Y8@200mm c/c

2Y12

2Y16

CENTRE BEAM

Y8@200mm c/c

RING BEAM

2Y12

2Y12

REINFORCED CONCRETE BEAMS (SCALE 1:20)

1.All dimensions are in mm unless otherwise statedNOTES

2.This drawing must be read in conjunction with architectural drawing and all other relevant drawings.

3.Only figured dimensions to be taken from the drawings do not scale from the drawings.

4. Reinforcement cover;- a) Slab-20mm b) Beams-25mm c) Columns-40mm d) Foundations-50mm e) Staircase-40mm5. Allowable bearing capacity 100kN/m2

6. All concrete works to be supervised by a structural engineer.

7. Concrete strength for structural concrete members to be class 20 mix 1:2:4

8.Blinding concrete to be mix 1:3:6

9. All steel reinforcement must be approved by the structural Engineer before casting

10. All excavation work to be inspected and approved by the structural Engineer before concreting.

NAME: MUTHAMA MARTIN KIRIBAREGISTRATION NO: B76/3463/2010

REVISIONS

RevisionDate

COURSE WORK:INTEGRATEDDESIGN STUDIO(BCM 413)

DRAWING ITEMS:R.C SLAB, FOUNDATION LAYOUTR.C MEMBERS.

SCALE 1:50,1:20,1:100

STRUCTURAL GROUND FLOOR SLAB DETAILS 1:200

STRUCTURAL FLAT ROOF STRUCTURAL DETAILS 1:200

STRUCTURAL