Block a Basementii

CLIENT 1ST RIVERSIDE ACRES PROJECT DEVELOPMENT ON LR NO. 4275/64 CONSULTING CIVIL STRUCTURAL ENGINEER P.O BOX 25371-00100, NAIROBI BOSKO ENGINEERING LTD OFF RIVERSIDE DRIVE - NAIROBI [email protected] SUSPENDED GARAGE SLAB- BASEMENT 1 TEL: 254 735190997 DRAWING TITLE Block A ARCHITECT Drawn by Designed by D.O.O B.O.O Checked by D.O.O Approved by D.O.O Date Scale Feb 2015 AS INDICATED ON THE DRAWING Job No. ACAD File: Status CO REV NOTES: 1. All dimensions are in millimeters 2. Use class class 30/25/20 forbases, class35/30 for columns 3.Read this drawing in conjuction with relevant Architectural drawings. 4. Minimum cover for concrete is: a. Foundation = 50mm b. Columns = 30mm 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 S-RVSD-001 Drawing No.01/2014/RVSD/NRB/21-A P.O BOX 47799-00100 NAIROBI EDWIN KOLA FIRST RIVERSIDE ACRES DEVELOPER P.O BOX 76290-00508 NAIROBI RVSD/NRB AA AB AC AD AE A0 A1 A2 A3 A4 A02 A03 A04 A06 A07 A11 A12 A13 A14 A16 A17 A18 A29 A30 A19 A20 A21 A22 A23 A24 A25 A27 A28 A34 A35 A31 A37 A38 A39 A40 A41 A42 A15 A26 2571 1840 3960 4900 2300 2300 3500 5818 1382 AC-1 AC-2 A05 AA01 AA06 AA02 AA04 AA05 AA05' AA01' SAA01 SAA02 SAA03 SAA04 SAA05 SAA03 SAA03 AA11 AA10 AA09 AA08 AA07 SAA06 A09 SUSPENDED CAR GARAGE SLAB 1970 4000 4200 4835 1487 A08 A33 A01 ISSUED FOR CONSTRUCTION FIRST RIVERSIDE ACRES 27Y12-09-150B2 34Y12-10-150B1 16Y12-12-150B2 16Y10-13-250T2 6Y10-19-250T2 6Y10-20-250T2 4Y10-27-250T2 6Y10-29-250T2 6Y10-30-250T2 43Y10-57-250T1 6Y10-58-250T2 25Y10-59-250T1 42Y12-11-150B1 7Y10-28-250T2 16Y12-21-150B2 17Y12-15-150B1 4Y10-24-250T2 6Y10-43-250T2 4Y10-46-250T2 48Y10-47-250T1 4Y10-45-250T2 66Y12-01-150B1 32Y12-02-150B2 41Y12-04-150B2 6Y10-16-250T2 6Y10-17-250T2 6Y10-22-250T2 4Y10-23-250T2 6Y10-36-250T2 6Y10-37-250T2 6Y10-40-250T2 6Y10-41-250T2 6Y10-42-250T2 80Y10-48-250T1 72Y10-50-250T1 26Y10-51-250T1 43Y10-62-250T1 86Y10-64-250T1 86Y10-63-250T1 4Y10-35-250T2 41Y12-03-150B2 36Y12-06-150B1 6Y10-18-250T2 4Y10-25-250T2 4Y10-26-250T2 6Y10-33-250T2 6Y10-34-250T2 67Y10-49-250T1 29Y10-52-250T1 25Y10-53-250T1 106Y10-61-250T1 4Y10-44-250T2 21Y12-07-150B1 44Y12-08-150B2 7Y10-31-250T2 6Y10-32-250T2 6Y10-38-250T2 4Y10-39-250T2 26Y10-54-250T1 26Y10-55-250T1 27Y10-56-250T1 14Y10-65-250T1 27Y12-09-150B2 52Y12-14-150B2 36Y12-05-150B1 See Apartment slab See Apartment slab 4Y10-**-250T2

Upload
daniel-okere
Category

Documents
view
2
download
0

Embed Size (px):

description

suspended garage slab

Transcript of Block a Basementii

CLIENT

1ST RIVERSIDE ACRES

PROJECT

DEVELOPMENT ON LR NO. 4275/64

CONSULTING CIVIL STRUCTURAL ENGINEER

P.O BOX 25371-00100, NAIROBI

BOSKO ENGINEERING LTD

OFF RIVERSIDE DRIVE - NAIROBI

[email protected]

SUSPENDED GARAGE SLAB- BASEMENT 1

TEL: 254 735190997

DRAWING TITLE

Block A

ARCHITECT

Drawn by

Designed by

D.O.O B.O.OChecked by

D.O.OApproved by

D.O.O

DateScale Feb 2015AS INDICATED ON THE DRAWING

Job No. ACAD File:

Status CO REV

NOTES:1. All dimensions are in millimeters2. Use class class 30/25/20 forbases, class35/30 for columns3.Read this drawing in conjuctionwith relevant Architectural drawings.4. Minimum cover for concrete is: a. Foundation = 50mm b. Columns = 30mm 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

S-RVSD-001

Drawing No.01/2014/RVSD/NRB/21-A

P.O BOX 47799-00100

NAIROBI

EDWIN KOLA

FIRST RIVERSIDE ACRES

DEVELOPER

P.O BOX 76290-00508

NAIROBI

RVSD/NRB

AAAB

ACAD AE

A0

A1

A2

A3

A4

A02

A03

A04

A06

A07

A11

A12

A13

A14

A16

A17

A18

A29

A30

A19

A20

A21

A22

A23

A24

A25

A27

A28

A34

A35

A31

A37

A38

A39

A40 A41

A42

A15

A26

2571 1840 3960 4900 2300 2300 3500 5818 1382

AC-1 AC-2

A05

AA

01

AA

06

AA

02

AA

04

AA

05

AA

05'

AA

01'

SA

A01

SA

A02

SA

A03

SA

A04

SA

A05

SA

A03

SA

A03

AA

11

AA10

AA09

AA08

AA07

SAA06

A09

SUSPENDED CAR GARAGE SLAB

1970

4000

4200

4835

1487

A08A33

A01

ISSUED FOR CONSTRUCTION

FIRST RIVERSIDE ACRES

27Y1

2-0

9-15

0B2

34Y12-10-150B1

16Y12-12-150B2

16Y10-13-250T2

6Y10

-19-

250

T2

6Y10

-20

-250

T2

4Y10

-27-

250

T2

6Y10-29-250T26Y10-30-250T2

43Y1

0-5

7-25

0T1

6Y10-58-250T2

25Y1

0-5

9-25

0T1

42Y1

2-11

-150

B1

7Y10-28-250T2

16Y12-21-150B2

17Y12-15-150B1

4Y10

-24-

250

T2

6Y10-43-250T2

4Y10

-46-

250

T2

48Y1

0-4

7-25

0T14Y10-45-250T2

66Y12-01-150B1

32Y1

2-0

2-15

0B2

41Y1

2-0

4-15

0B2

6Y10

-16-

250

T2

6Y10

-17-

250

T2

6Y10

-22-

250

T2

4Y10

-23-

250

T2

6Y10-36-250T2

6Y10-37-250T2

6Y10-40-250T26Y10-41-250T26Y10-42-250T2

80Y1

0-4

8-25

0T1

72Y1

0-5

0-2

50T1

26Y1

0-5

1-25

0T1

43Y10-62-250T1

86Y10-64-250T1

86Y10-63-250T1

4Y10-35-250T2

41Y1

2-0

3-15

0B2

36Y12-06-150B1

6Y10

-18-

250

T24Y10

-25-

250

T2

4Y10

-26-

250

T2

6Y10-33-250T2

6Y10-34-250T2

67Y1

0-4

9-25

0T1

29Y1

0-5

2-25

0T1

25Y1

0-5

3-25

0T1

106Y10-61-250T1

4Y10-44-250T2

21Y12-07-150B1

44Y1

2-0

8-15

0B2

7Y10-31-250T2

6Y10-32-250T2

6Y10-38-250T2

4Y10-39-250T2

26Y1

0-5

4-25

0T1

26Y1

0-5

5-25

0T1

27Y1

0-5

6-25

0T1

14Y10-65-250T1

27Y1

2-0

9-15

0B2

52Y1

2-14

-150

B2 36Y12-05-150B1

See

Apa

rtm

ent

slab

See

Apa

rtm

ent

slab

4Y10-**-250T2