Oak Ridge Ground Level Details

1
SVP/RWDP RWDP RWDP SVP/RWDP SVP/RWDP SVP/RWDP SVP/RWDP SVP/RWDP SVP/RWDP SVP/RWDP MECH DUCT ELEC. DUCT up dn W2 SVP SVP SVP SVP A C D B E 01 02 03 04 05 06 07 08 09 CR02 C10 C20 C31 C09 C19 C30 C08 C18' C29' C02 C12 C22' C03 C13 C24 C04 C14 C25 C05 C15 C26 CR04 C05' C15' C26' C06 C16 C27 CR05 CR05' CR04' BM1 (450mmX200mm) BM2 (450mmX200mm) BM3 (450mmX200mm) BM4 BM5' BM6 BM7 BM14 (450mmX200mm) BM11 (450mmX200mm) BM12 (275mmX1000mm) BM15 (450mmX200mm) BM16 (450mmX200mm) BM8 BM18 (450mmX200mm) BM13 (450mmX200mm) BM5 BM9 (275mmX1000mm) (450mmX200mm) (275mmX1000mm) (450mmX200mm) BM12 (275mmX1000mm) (275mmX1000mm) (450mmX200mm) TYPICAL BEAM LAYOUT Scale 1:75 SVP/RWDP RWDP RWDP SVP/RWDP SVP/RWDP SVP/RWDP SVP/RWDP SVP/RWDP SVP/RWDP SVP/RWDP MECH DUCT ELEC. DUCT up dn W2 SVP SVP SVP SVP A C D B E 01 02 03 04 05 06 07 08 09 C21 C32 C32' CR01 CR16 C22 C33 CR17 CR02 CR15 CR03 CR14 C10 C20 C31 C09 C19 C30 C08 C18' C29' C02 C12 C22' C03 C13 C24 C04 C14 C25 C05 C15 C26 CR04 C05' C15' C26' C06 C16 C27 CR05 CR05' CR04' BM1 (600mmX200mm) BM2 BM3 BM4 BM5' BM6 BM7 BM14 BM11 BM12 BM15 BM16 BM8 BM18 BM13 BM5 BM9 BM12 BG1 (600mmX300mm) BG2 (600mmX300mm) BG3 (600mmX300mm) BG4 (600mmX300mm) BG5 (600mmX300mm) BG6 (600mmX300mm) GROUND LEVEL BEAM LAYOUT Scale 1:75 (600mmX300mm) (600mmX300mm) (600mmX300mm) (600mmX300mm) (600mmX300mm) (600mmX300mm) (600mmX300mm) (600mmX300mm) (600mmX200mm) (600mmX200mm) (600mmX200mm) (600mmX200mm) (600mmX200mm) (600mmX200mm) (600mmX200mm) SVP/RWDP RWDP RWDP SVP/RWDP SVP/RWDP SVP/RWDP SVP/RWDP SVP/RWDP SVP/RWDP SVP/RWDP MECH DUCT ELEC. DUCT up dn W2 SVP SVP SVP SVP A C D B E 01 02 03 04 05 06 07 08 09 C21 C32 C32' CR01 CR16 C22 C33 CR17 CR02 CR15 CR03 CR14 C10 C20 C31 C09 C19 C30 C08 C18' C29' C02 C12 C22' C03 C13 C24 C04 C14 C25 C05 C15 C26 CR04 C05' C15' C26' C06 C16 C27 CR05 CR05' CR04' BM1 BM2 BM3 BM4 BM5' BM6 BM7 BM14 BM11 BM12 BM15 BM16 BM8 BM18 BM13 BM5 BM9 BM12 BG1 BG2 BG3 BG4 BG5 BG6 GROUND LEVEL SLAB DETAILS Scale 1:75 6X(1Y16-03 + IY16-04 PER RIB) B1 15X(2T16-17 A.S PER RIB)T1 10X(1Y16-01 + 1Y16-02 PER RIB)B1 7X(IY16-05 + IY16-06 PER RIB)B1 15X(2T16-18 A.S PER RIB)T1 8X(1Y16-05 + 1Y16-06 PER RIB)B1 7X(IY16-09 + 1Y16-10 PER RIB) B1 6X(1Y16-13 + 1Y16-14 PER RIB)B1 10X(1Y16-15+1Y16PER RIB)B1 18X(2T16-22 A.S PER RIB)T1 18X(2T16-22 A.S PER RIB)T1 8X(1Y16-11 + 1Y16-12 PER RIB)B1 19Y12-37-250B1 6Y12-36-250B2 3Y10-38-300T2 3Y10-39-200T2 6Y12-41-250B1 6Y12-40-250B2 6Y12-41-250B1 6Y12-40-250B2 27Y12-42-250B1 5Y12-43-250B2 3Y10-44-300T2 3Y10-45-300T2 3Y10-46-300T2 3Y10-47-300T2 27Y12-42-250B1 5Y12-43-250B2 3Y10-44-300T2 3Y10-45-300T2 3Y10-24-250T2 3Y10-25-250T2 3Y10-26-250T2 3Y10-27-250T2 6Y12-28-250B2 11Y12-29-250B1 3Y10-24-250T2 3Y10-25-250T2 3Y10-26-250T2 3Y10-27-250T2 6Y12-28-250B2 11Y12-29-250B1 19Y12-30-250B2 6Y12-31-250B2 3Y10-32-250T2 3Y10-33-250T2 3Y10-35-250T2 3Y10-34-250T2 250mm Thick Hollow pot slab Reinforced with ref. A142 fabric mesh S1 250mm Thick Hollow pot slab Reinforced with ref. A142 fabric mesh S1 250mm Thick Hollow pot slab Reinforced with ref. A142 fabric mesh S1 S1 S1 S1 S1 150mm RC Slab S2 150mm RC Slab S2 150mm RC Slab S2 250mm Thick Hollow pot slab Reinforced with ref. A142 fabric mesh S1 250mm Thick Hollow pot slab Reinforced with ref. A142 fabric mesh S1 250mm Thick Hollow pot slab Reinforced with ref. A142 fabric mesh S1 S1 S1 S1 150mm RC Slab S2 150mm RC Slab S2 150mm RC Slab S2 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 by Designed by D.O.O B.O.O Checked by N.B Approved by D.O.O Date Scale August 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-02 P.O BOX 12531-00400NAIROBI HK CONSULT P.O BOX 2378-00606 NAIROBI C0 C1 C2 C3 C4 REV REVISION SIGN DATE APPROVED 01-MUTH GROUND LEVEL SLAB DETAILS & BEAM LAYOUTS FOR THE APARTMENTS

description

slabs

Transcript of Oak Ridge Ground Level Details

Page 1: Oak Ridge Ground Level Details

SVP/RWDP

RWDP

RWDP

SVP/RWDP

SVP/RWDPSVP/RWDP

SVP/RWDPSVP/RWDP

SVP/RWDPSVP/RWDP

ME

CH

DU

CT

EL

EC

.D

UC

T

up

dn

W2

SVP

SVP

SVP

SVP

A C D B E

01

02

03

04

05

06

07

08

09

CR02

C10 C20 C31

C09 C19 C30

C08

C18' C29'

C02 C12 C22'

C03 C13 C24

C04 C14 C25

C05 C15 C26CR04

C05' C15' C26'

C06 C16 C27

CR05CR05'

CR04'

BM1

(450mmX200mm)

BM2

(450mmX200mm)

BM3

(450mmX200mm)

BM4

BM5'

BM6

BM7

BM

14

(450

mm

X20

0m

m)

BM

11

(450

mm

X20

0m

m)

BM

12

(275

mm

X10

00

mm

)

BM

15

(450

mm

X20

0m

m)

BM

16

(450

mm

X20

0m

m)

BM8

BM

18

(450

mm

X20

0m

m)

BM

13

(450

mm

X20

0m

m)

BM5

BM9

(275mmX1000mm)

(450mmX200mm)

(275mmX1000mm)

(450mmX200mm)

BM

12

(275

mm

X10

00

mm

)

(275mmX1000mm)

(450mmX200mm)

TYPICAL BEAM LAYOUTScale 1:75

SVP/RWDP

RWDP

RWDP

SVP/RWDP

SVP/RWDPSVP/RWDP

SVP/RWDPSVP/RWDP

SVP/RWDPSVP/RWDP

ME

CH

DU

CT

EL

EC

.D

UC

T

up

dn

W2

SVP

SVP

SVP

SVP

A C D B E

01

02

03

04

05

06

07

08

09

C21

C32C32'

CR01

CR16

C22

C33

CR17

CR02

CR15

CR03

CR14

C10 C20 C31

C09 C19 C30

C08

C18' C29'

C02 C12 C22'

C03 C13 C24

C04 C14 C25

C05 C15 C26CR04

C05' C15' C26'

C06 C16 C27

CR05CR05'

CR04'

BM1

(600mmX200mm)

BM2

BM3

BM4

BM5'

BM6

BM7

BM

14

BM

11

BM

12

BM

15

BM

16

BM8

BM

18

BM

13

BM5

BM9

BM

12

BG1

(600mmX300mm)

BG2

(600mmX300mm)

BG

3

(60

0m

mX

300

mm

)

BG

4

(60

0m

mX

300

mm

)

BG

5

(60

0m

mX

300

mm

)

BG6

(600mmX300mm)

GROUND LEVEL BEAM LAYOUTScale 1:75

(60

0m

mX

300

mm

)(6

00

mm

X30

0m

m)

(60

0m

mX

300

mm

)

(60

0m

mX

300

mm

)(6

00

mm

X30

0m

m)

(60

0m

mX

300

mm

)

(60

0m

mX

300

mm

)(6

00

mm

X30

0m

m)

(600mmX200mm)

(600mmX200mm)

(600mmX200mm)

(600mmX200mm)

(600mmX200mm)

(600mmX200mm)

(600mmX200mm)

SVP/RWDP

RWDP

RWDP

SVP/RWDP

SVP/RWDPSVP/RWDP

SVP/RWDPSVP/RWDP

SVP/RWDPSVP/RWDP

ME

CH

DU

CT

EL

EC

.D

UC

T

up

dn

W2

SVP

SVP

SVP

SVP

A C D B E

01

02

03

04

05

06

07

08

09

C21

C32C32'

CR01

CR16

C22

C33

CR17

CR02

CR15

CR03

CR14

C10 C20 C31

C09 C19 C30

C08

C18' C29'

C02

C12 C22'

C03 C13 C24

C04 C14 C25

C05 C15 C26CR04

C05' C15' C26'

C06 C16 C27

CR05CR05'

CR04'

BM1

BM2

BM3

BM4

BM5'

BM6

BM7

BM

14

BM

11

BM

12

BM

15

BM

16

BM8

BM

18

BM

13

BM5

BM9

BM

12

BG1

BG2

BG

3

BG

4

BG

5

BG6

GROUND LEVEL SLAB DETAILSScale 1:75

6X(1Y16-03 + IY16-04 PER RIB) B1

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

10X(1Y16-01 + 1Y16-02 PER RIB)B1

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

15X(2T16-18 A.S PER RIB)T1

8X(1Y16-05 + 1Y16-06 PER RIB)B1

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

6X(1Y16-13 + 1Y16-14 PER RIB)B1

10X(1Y16-15+1Y16PER RIB)B1

18X(2T16-22 A.S PER RIB)T1

18X(2T16-22 A.S PER RIB)T1

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

19

Y1

2-3

7-2

50

B1

6Y12-36-250B2

3Y10-38-300T2

3Y10-39-200T2

6Y

12

-41

-25

0B

1

6Y12-40-250B2

6Y

12

-41

-25

0B

1

6Y12-40-250B2

27

Y1

2-4

2-2

50

B1

5Y12-43-250B2

3Y10-44-300T2

3Y10-45-300T2

3Y10-46-300T2

3Y10-47-300T2

27

Y1

2-4

2-2

50

B1

5Y12-43-250B2

3Y10-44-300T2

3Y10-45-300T2

3Y10-24-250T2

3Y10-25-250T2

3Y10-26-250T2

3Y10-27-250T2

6Y12-28-250B2

11

Y1

2-2

9-2

50

B1

3Y10-24-250T2

3Y10-25-250T2

3Y10-26-250T2

3Y10-27-250T2

6Y12-28-250B2

11

Y1

2-2

9-2

50

B1

19

Y1

2-3

0-2

50

B2

6Y12-31-250B2

3Y10-32-250T2

3Y10-33-250T2

3Y10-35-250T2

3Y10-34-250T2

2

5

0

m

m

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1

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2

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1

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5

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1

4

2

f

a

b

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c

m

e

s

h

S1

S1

S1

S1

S1

150mm RC

Slab

S2

150mm RC

Slab

S2

150mm RC

Slab

S2

2

5

0

m

m

T

h

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1

4

2

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2

5

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1

4

2

f

a

b

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m

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S1

2

5

0

m

m

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f

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A

1

4

2

f

a

b

r

i

c

m

e

s

h

S1

S1

S1

S1

150mm RC

Slab

S2

150mm RC

Slab

S2

150mm RC

Slab

S2

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 by

Designed by

D.O.O B.O.O

Checked by

N.BApproved by

D.O.O

DateScale August 2015AS 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.02/2015/MUTH-02

P.O BOX 12531-00400NAIROBI

HK CONSULT

P.O BOX 2378-00606

NAIROBI

C0

C1

C2

C3

C4

REV REVISION SIGN DATE APPROVED

01-MUTH

GROUND LEVEL SLAB

DETAILS & BEAM LAYOUTS

FOR THE APARTMENTS