FOUNDATION LAYOUT AND DETAILS - International Organization for Migration

A

B

C

D

E FG

H

1500

3000

2500

1000 700

2300

3300

1

995

T

B1

3500

B1

B1

B1

200x600 BM02

2

C2

C2

T

C2

C2

1630

S

200x600 BM03

3

S

2300

T

T

4

S

S

S

S

I

J J'

1700

B1 C2

B1 C2

S

S

44700 5200

K

L

MN

OP

QR

S

T

U

U

1300

4100

700

2600

995

1600

1200

2500

1500

1500

2000

B1

B1

200x600 BM01

C2

C2

B1

B1

1

C2 C2

2

S

S

S

S

T

B1

200x600 BM04

3

T

C2

200x600 BM32 200x600 BM40

200x600 BM35 200x600 BM38

T

T

S

S

B2 C1

B2 C1

200x600 BM05

4

2600

B1 C2

5

B2 C1

S

200x600 BM06

S

B2 C1

VOID

S

B2 C1 C1

200x600 BM07

B2

S

B2 C1

B2 C1

B1

B1

5

C2

C2

D.O.S 1500mm Max Y8-06-200

800 400

4Y10-01 75mm Kicker

4Y10-01 800

4Y12-03

DPC

Fabric Mesh Ref A142

100mm Thick R.C. Ground Slab

500 Gauge Polyethene Sheet DPM

50mm Murram Blinding or quary

dust or sand 300mm thick approved

material hardcore fill

50mm Concrete

laid and compacted in layers not exceeding

Blinding (1:3:6 mix)

150mm

Rubble filled and compacted in layers to engineers approval

SEC B1 scale 1:25

4Y10-01-200 B2

C2

4Y10-01-200 B1

800

PLAN B1 28 No. THUS

scale 1:25

200x600 BM31 200x600 BM34 200x600 BM37

200x600 BM30

200x600 BM27 200x600 BM28

200x600 BM19 200x600 BM24

4900 200x600 BM18

200x600 BM39

059 057 1B002-81-61Y9 1B002-81-61Y9

1200 500 1500

6

B1 C2

7 8

9

B2 C1

S

200x600 BM10

S

B1 C1

200x600 BM33

B2 C1

B1 C1

200x600 BM08

B1 C1

B1 C1

200x600 BM11

C1 C1 B2

C1 C1 B2

S

200x600 BM09

S

B2 C1

200x600 BM12

B2 C1

S

B1 C1

S

B1 C1

200x600 BM29

200x600 BM21 200x600 BM23 200x600 BM25

200x600 BM26

35325 3800

B1 C2

10

B1 C2

B2 200x600 BM13

B1 C2

B1 C2

B2 C2

200x600 BM14

B1 C2

T

B1 C2

T

5500

B1 C2

11

B1 C2

5500 200x600 BM20 200x600 BM20

B1 C2

B1 C2

200x600 BM16

12

4900 200x600 BM22 200x600 BM22

13 No.

B1 C2

200x600 BM17

B1 C2

REVISION DESCRIPTION

CLIENT

BY DATE NOTES

1) DESIGNED AS PER BS STANDARDS 2) THIS DRAWING TO BE READ IN CONJUCTION WITH THE ACHITECT'S DRAWING 3) DIMENSIONS ARE IN MILLIMETERS 4) NO SCALING - USE DIMENSIONS SHOWN OR ASK 5) CONCRETE GRADE 25(20) TO BE USED HAVING MINIMUM CUBE CRUSHING STRENGTH OF 17N/MM2 AT 7 DAYS AND 28N/MM2 AT 28 DAYS 6) STEELTO BE OF BS 4449 AND BS 4461 7) CONCRETE COVER TO MAIN STEEL TO BE

FOUNDATIONS = 50, COLUMNS = 40, BEAMS = 25, SLABS = 25

8) THIS FOUNDATION IS DESIGNED FOR A MINIMUM BEARING CAPACITY OF 450KN/M2

LEAD CONSULTANTS/CIVIL/STRUCTURAL ENGINEERS

B2 C1

B2 C1

B2 C1

200x600 BM36

B1 C2

B2 C1

C2 B1

C2 B1 C2 B1

D.O.S 1500mm Max Y8-08-200

400

5Y10-02

6

75mm Kicker

4Y12-03

DPC

Fabric Mesh Ref A142 100mm Thick R.C. Ground Slab

500 Gauge Polyethene Sheet DPM

50mm Murram Blinding or quary

5Y10-02

dust or sand 300mm thick approved

7

1000

material hardcore fill

laid and compacted in

8

50mm Concrete

layers not exceeding

Blinding (1:3:6 mix)

150mm

Rubble filled and

9

compacted in layers to

engineers approval

SEC B1 scale 1:25

5Y10-02-200 B2

C1

10

1000

200x600 BM20

B1 C2

C2 B1

200x600 BM20

5Y10-02-200 B1

1000

PLAN B2 39 No. THUS

scale 1:25

Y10-05-200 75mm Kicker

DPC

Fabric Mesh Ref A142 100mm Thick R.C. Ground Slab

500 Gauge Polyethene Sheet DPM

11

50mm Murram Blinding or quary

3Y8-04-250

dust or sand 300mm thick approved

material hardcore fill 600

laid and compacted in

50mm Concrete

layers not exceeding

Blinding (1:3:6 mix)

150mm

D.O.S 1500mm Max 400

Rubble filled and compacted in layers to engineers approval

SEC S-S scale 1:25

B1 C2

B1 C2

PROJECT ARCHITECTS

200x600 BM22

200x600 BM16

B1 C2

Y10-05-200

12

75mm Kicker

DPC

Fabric Mesh Ref A142 100mm Thick R.C. Ground Slab

3Y8-04-250 600

500 Gauge Polyethene Sheet DPM

50mm Murram Blinding or quary

dust or sand 300mm thick approved

material hardcore fill

50mm Concrete

laid and compacted in layers not exceeding

Blinding (1:3:6 mix)

150mm

D.O.S 1500mm Max 400

200x600 BM22

B1 C2 200x600 BM17

13

DO NOT SCALE FROM DRAWING. USE FIGURED DIMENSIONS ONLY

JOB TITLE:

-

DRAWING TITLE

FOUNDATION LAYOUT AND DETAILS

Rubble filled and compacted in layers to engineers approval

SEC T-T scale 1:25

Job No.

LF/ISWA/16/01

Drawing No.

FD 001

Drawn by JMN

Checked by JWM

Scale

As Shown (A1)

Rev. No

Date Aug 2017

175 450 175 450 175 450

175 450

175 450

175 450

L

2Y14-01

3350 76Y10-02-200 c/c links

1450

N

10000

(24)

BEAM BM01 (400x600) Scale 1:25

A

3500 2450

2Y12-11

1050 -12-

B

2100

2Y12-11+

B 3Y16-12

-12-

68Y10-16-150 c/c links

(34)

2Y12-14 BEAM BM03,BM06 &BM10 (200x600) 3NO. THUS

Scale 1:25

J

6275

4375

2Y12-18+ 3Y16-19

-19-

2Y12-18

-15-

B

-20-

1900

2Y12-18+ 3Y16-20

32Y10-16-200 c/c links

3250

A

Q

300

1650

2Y14-04

(26)

2Y14-07

A

2Y16-11

7000 2800

2Y12-14+ 1Y16- 15

-13(34)

2100

2Y16-11+ 3Y16-13

1650

E

11 12 11 12 12 16 14 15 14

200

SECTION B-B

Scale 1:25

L

1250

-20-

2Y12-20

4800 2100

M

1450 2Y12-20+ -21- 2Y12-21

24Y8-05-200 c/c links

5200 300

3Y14-09

3250 (26)

2Y14-04

T

01

01

02

87

8

400

SECTION A-A

Scale 1:25

2Y12 -17

22Y8-05@200

2Y12 -17 200

BEAM BM05 (200x500)

Scale 1:25

2Y12 -31

45Y8-05@200

2Y12 -32 200

BEAM BM08 (200x500)

Scale 1:25

2Y12 -43

25Y8-05@200

2Y12 -44 200

BEAM BM11 (200x500)

Scale 1:25

5200

1800

C

2Y12-20 -21-

5200 1600

Q

-24-

1800

2Y12-23+ 2Y16-24

26Y8-05-200 c/c links

175 450

175 450

175 450

175 450 175 450

2Y16 -10

38Y10-02@200 2Y16 -10 400

BEAM BM02 (400x600)

Scale 1:25

19500

2Y14 -17

31Y10-02@200 2Y14 -17 400

BEAM BM04 (400x600)

Scale 1:25

6275

08 08

05

10 10 10 200

SECTION F-F

Scale 1:25

1800

2Y12-23 -24-

52Y10-16-200 c/c links

5200 1600

BEAM BM07 (200x500) Scale 1:25

3Y16-26

2Y12-28

C

3Y12-29

BEAM BM07 (200x500) Cont' Scale 1:25

1800

2Y12-23 -24-

5200 1600

-25-

1800

2Y16-23+ 2Y16-25

Q

1100

-25-

3500

2400 2Y12-23

S

20 21 21 20

J

1900 2Y16-33+ 1Y12-40

-40-

2Y16-33

6275 2475

L

M

4100

-34-

1900

2Y16-33+ 1Y12-34

1250 -34-

2850 2Y12-35

52Y10-16-200 c/c links

3Y12-29

BEAM BM07 (200x500) Cont' Scale 1:25

18Y8-05-200 c/c links

3Y12-30

05

28 28 28 200

SECTION C-C

Scale 1:25

BEAM BM09 (200x500) Scale 1:25

24Y8-05-200 c/c links 3Y12-39

24Y8-05-200 c/c links

M

1800

D

2Y12-35

5900 2300

-38-

1800

2Y12-37+ 2Y16-38

Q

1100

-38-

3700 1400

1350 2Y12-37

S

150

35 36 36 35

J

2Y12-45

3425

4925

K

1500 2Y12-45+ -46-2Y12-46

1650

-46-

2Y12-45

5400 2100

35Y10-02A-200 c/c links

2Y12-41

D

BEAM BM09 (200x500) Cont' Scale 1:25

12Y8-05-200 c/c links 27Y10-02A-200 c/c links

2Y12-42

05

41 41 41 200

SECTION D-D

Scale 1:25

BEAM BM12 (200x500) Scale 1:25

24Y8-05-200 c/c links 2Y12-50

24Y8-05-200 c/c links 2Y12-50

-46-

2Y12-45

5400 2100

24Y8-05-200 c/c links

2Y12-50

M

-48-

1650

2Y12-47+ 3Y16-48

2150

-48-

2Y12-47

7100 2800

35Y10-02A-200 c/c links

3Y12-52

-49-

BEAM BM12 (200x500) Cont' Scale 1:25

2150

R

650

E

12Y8-05-200 c/c links

E

7500 7500

6Y16-49

3Y16-53

27Y10-02A-200 c/c links

U

48 48 48 49 49 49

05

52 52 52 200

SECTION E-E

Scale 1:25

J

L

3500

4500

M

Q

Q

S

3500

3000

5000

2200

1300

1250

2000

1250

1800

100

1800

1100

1900

5000

2Y12-54

2Y12-54+ -551-Y16-55

-55-

2Y12-56

2Y12-56+ -57- 1Y16-57

F

-57-

2Y12-58+ 1Y16-59

-59-

2Y12-60

18Y8-05-200 c/c links

24Y8-05-200 c/c links

17Y10-02A-200 c/c links

12Y8-05-200 c/c links

25Y10-02A-200 c/c links

BEAM BM13 (400x600-200x500) Scale 1:25

2Y12-61

2Y12-61

2Y12-62

F

2Y12-63

No.

REVISION DESCRIPTION

CLIENT

BY DATE NOTES

1) DESIGNED AS PER BS STANDARDS 2) THIS DRAWING TO BE READ IN CONJUCTION WITH THE ACHITECT'S DRAWING 3) DIMENSIONS ARE IN MILLIMETERS 4) NO SCALING - USE DIMENSIONS SHOWN OR ASK 5) CONCRETE GRADE 25(20) TO BE USED HAVING MINIMUM CUBE CRUSHING STRENGTH OF 17N/MM2 AT 7 DAYS AND 28N/MM2 AT 28 DAYS 6) STEELTO BE OF BS 4449 AND BS 4461 7) CONCRETE COVER TO MAIN STEEL TO BE

FOUNDATIONS = 50, COLUMNS = 40, BEAMS = 25, SLABS = 25

LEAD CONSULTANTS/CIVIL/STRUCTURAL ENGINEERS

PROJECT ARCHITECTS

DO NOT SCALE FROM DRAWING. USE FIGURED DIMENSIONS ONLY

JOB TITLE:

WOMEN TRANSITION CENTER - KISMAYO

DRAWING TITLE

R.C BEAM DETAILS

SHEET 01 of 03

Job No.

LF/ISWA/16/01

Drawing No.

FD 003

Drawn by JMN

Checked by JWM

Scale

As Shown (A1)

Rev. No

Date Aug 2017

175 450

175 450

J

2Y16-64

3475

4975

K

1500

2Y16-64

5400 5400

M

1300

M

4300 3000

3Y16-65

2800 2800

M

1650

124Y10-02-200 c/c links

(25)

BEAM BM14 (200x500) Scale 1:25

M

1650

2Y16-67 5500

R

7500 3Y16-66

G

(27)

2Y16-69

G

1

4

5500

5500

2Y16-73

2000 (10)

(27)

2Y16-67

U

66

66

02

69

69

400

SECTION G-G

Scale 1:25

6400 6400

175 450

(21)

(14)

2Y16-68

5 I

6525 6525

2Y16-74

89Y10-02-200 c/c links

(24)

(32)

(33)

BEAM BM18 (400x600) Scale 1:25

1

2Y16-79+ 2Y16-80

-80-

4450

2Y16-77

6400 2Y16-79

65Y10-02-200 c/c links

(32)

1950

5

2Y16-81+ 2Y20-82

1950

-82-

BEAM BM19 (200x500) Scale 1:25

3Y12-84

10

2Y16-87

3550

5500

K

11

300

1650

1650

4Y16-88

5500 300

68Y10-02-150 c/c links

(34)

BEAM BM20 (400x600) 4No. THUS Scale 1:25

9

3200 3Y12-94

K

3200

66Y8-05-200 c/c links (16)

3Y16-90

6

1450

L

4900

2000 3Y12-94

(25)

5

-95-

1450

3Y12-94+ 2Y16-95

BEAM BM24 (200x500) Scale 1:25

10

5000 5000

2Y12-102

2Y12-98

L

8

2000

6

2000

1450

M

2Y16-78

I

6525 2Y16-81

4575

(33)

2Y16-86+ 2Y12-85

2Y16-81+

2Y20-83

J

-83-

J

6

81 83 83 81 83 83 83

05

86 86 86 86 200

SECTION J-J

Scale 1:25

3550

2Y16-89

12

87

87

2Y12 -109

175 450

175 600

02 22Y8-05@200

(34)

3Y12 -110

90 90 90

400

SECTION L-L

Scale 1:25

200

BEAM BM29&BM36 (200x500) 2No. THUS

Scale 1:25

1350

-95-

4900 2350 2Y16-96

(25)

3Y12-99

1350

2Y16-96+ -97- 2Y16-97

2 5000

150

94 94

05

98 98 200

SECTION L-L

Scale 1:25

175 450

2Y12 -03

26Y8-05@200

2Y12 -04 200

BEAM BM21 (200x500)

Scale 1:25

2Y14 -92

24Y10-02@200 2Y14 -92 400

BEAM BM22 (400x600)

Scale 1:25

4900

4900

5

2Y12-104

3450

4900 4900

2Y12-104

865Y8-05-200 c/c links

BEAM BM27&BM28 (200x500) Scale 1:25

(25) 2Y12-106

(10)

(25)

2Y12-107

M

(25) 2Y12-108

175 450

175 500

175 450 175 450 175 450

3Y16 -72

32Y10-02@250

3Y16 -72

400

BEAM BM16 (400x600) 6NO. THUS

Scale 1:25

8300

6

74 75 74

02

10

78

400

SECTION I-I

Scale 1:25

2Y12 -93

3Y12 -100

17Y8-05@200

2Y12 -93 200

BEAM BM23&BM25 (200x500) 2No. THUS

Scale 1:25

35Y8-05@200

2Y12 -101 200

BEAM BM26 (200x500)

Scale 1:25

3800

7000

175 450

3

102 103 102

05

107 107 200

SECTION M-M

Scale 1:25

No.

REVISION DESCRIPTION

CLIENT

BY DATE NOTES

1) DESIGNED AS PER BS STANDARDS 2) THIS DRAWING TO BE READ IN CONJUCTION WITH THE ACHITECT'S DRAWING 3) DIMENSIONS ARE IN MILLIMETERS 4) NO SCALING - USE DIMENSIONS SHOWN OR ASK 5) CONCRETE GRADE 25(20) TO BE USED HAVING MINIMUM CUBE CRUSHING STRENGTH OF 17N/MM2 AT 7 DAYS AND 28N/MM2 AT 28 DAYS 6) STEELTO BE OF BS 4449 AND BS 4461 7) CONCRETE COVER TO MAIN STEEL TO BE

FOUNDATIONS = 50, COLUMNS = 40, BEAMS = 25, SLABS = 25

LEAD CONSULTANTS/CIVIL/STRUCTURAL ENGINEERS

PROJECT ARCHITECTS

DO NOT SCALE FROM DRAWING. USE FIGURED DIMENSIONS ONLY

JOB TITLE:

WOMEN TRANSITION CENTER - KISMAYO

DRAWING TITLE

R.C BEAM DETAILS

SHEET 01 of 03

Job No.

LF/ISWA/16/01

Drawing No.

FD 003

Drawn by JMN

Checked by JWM

Scale

As Shown (A1)

Rev. No

Date Aug 2017

175 450

175 450

175 175 450

175 450

175 450

6 10

1 8 5

3450 2Y12-111

63Y8-05-200 c/c links

4900 (25)

5

-112-

1450

2Y12-111+ 2Y12-112

-112-

BEAM BM30 (200x500) Scale 1:25

1500

2Y12-117+ 1Y12-117B

-117B-

59Y8-05-200 c/c links

2Y12-115

2Y12-117

5000 2000

(25)

-118-

1500

8

2000

2000

2Y12-117+

1Y12-118

O

(10)

BEAM BM31 (200x500) Scale 1:25

2Y12-127

3450

61Y8-05-200 c/c links

2Y12-120 4900

(24)

-128-

1450

4

650

300

2Y12-127+ 2Y12-128

O

2600

(13)

BEAM BM35 (200x500) Scale 1:25

1400 2Y12-132

2000

6

600

-133-

2Y12-130

1450

2Y12-132+

Q 1Y14-133

-133-

68Y10-02-150 c/c links

(34)

4900 2Y12-132

3450

2Y12-132+ -134- 1Y14-134

(34)

BEAM BM37 (200x600) Scale 1:25

2Y12-135

Q

4800 2Y14-136

6900

68Y10-02-150 c/c links

(34)

-137-

2100

R

2Y14-138

R

BEAM BM39 (400x600)

Scale 1:25

4900 4900 2Y12-111

(25)

6

1350

2Y12-113+

N -114-2Y12-114

N

3

1350

-114-

2625 300

1

975

2Y12-113

113 114 113

3Y12 -122

(13) 2Y12-116

05

115 115 115 200

SECTION N-N

Scale 1:25

33Y8-05@200

2Y12 -123 200

BEAM BM32 (200x500)

Scale 1:25

175 450

4900

300

1900

5

1350

2Y12-119

2Y12-119+ -119B- 1Y12-119B

117 118 117

(24) 2Y12-121

05

120 120 120 200

SECTION O-O

Scale 1:25

175 450

1650

P

5

1350

P

4925 300

2Y12-131

3275 (24)

2Y12-128

6

127 128 127

05

130 130 200

SECTION P-P

Scale 1:25

175 450

5

132 133 132

05

135 135 135 200

SECTION Q-Q

Scale 1:25

175 450

8

1500

2Y14-136+ 1Y14-137

-137-

5000 2Y14-136

3500

(34) 2Y14-139

10

136 137 136

02

138

138

400

SECTION R-R

Scale 1:25

2Y12 -124

2Y12 -126

43Y8-05@200

24Y8-05@200

2Y12 -125

200

BEAM BM33 (200x500)

Scale 1:25

2Y12 -126

200

BEAM BM34 (200x500)

Scale 1:25

2Y16 -03+ 1Y12-03

38Y10-02@200 2Y16 -05 400

BEAM BM38 (400x600)

Scale 1:25

7525

3Y12 -140

22Y8-05@200

3Y12 -140 200

BEAM BM40 (200x500)

Scale 1:25

No.

REVISION DESCRIPTION

CLIENT

BY DATE NOTES

1) DESIGNED AS PER BS STANDARDS 2) THIS DRAWING TO BE READ IN CONJUCTION WITH THE ACHITECT'S DRAWING 3) DIMENSIONS ARE IN MILLIMETERS 4) NO SCALING - USE DIMENSIONS SHOWN OR ASK 5) CONCRETE GRADE 25(20) TO BE USED HAVING MINIMUM CUBE CRUSHING STRENGTH OF 17N/MM2 AT 7 DAYS AND 28N/MM2 AT 28 DAYS 6) STEELTO BE OF BS 4449 AND BS 4461 7) CONCRETE COVER TO MAIN STEEL TO BE

FOUNDATIONS = 50, COLUMNS = 40, BEAMS = 25, SLABS = 25

LEAD CONSULTANTS/CIVIL/STRUCTURAL ENGINEERS

PROJECT ARCHITECTS

DO NOT SCALE FROM DRAWING. USE FIGURED DIMENSIONS ONLY

JOB TITLE:

WOMEN TRANSITION CENTER - KISMAYO

DRAWING TITLE

R.C BEAM DETAILS

SHEET 01 of 03

Job No.

LF/ISWA/16/01

Drawing No.

FD 003

Drawn by JMN

Checked by JWM

Scale

As Shown (A1)

Rev. No

Date Aug 2017

T11 T12

T9 T20

T8 T21

)

A

B

C

D

E FG

H

I

J J'

3500

1500

3000

2500

1000 700

2300

3300

1700

44700 5200

K

L

MN

OP

QR

S

T

U

U

1300

4100

700

2600

995

1600

1200

2500

1500

1500

2000

1

1

995

2

2

1850

1855

1845

1845

T29 T28 T 6 T28

T29

T8 T9 T11

1630

2200

2200

1090

2165

2200

2200

3

2300

H

I

T8

P

4

T

6

2200

2600

T9

5

T13

P I H

Y E L L A 6V T

6 T

Y E L L A V

3

H

I

P

P

I

T29

H

1850

4

T

6

T28

T

6

1850

T27

5

2200

T24 T25 T26

RIDGE 2625

V A L

L E Y

T11

4900

2200

T11

R RIDGE

I D

2745

G

E

2200

2200

2200

2200

2200

2200

2200

E

2435

G

D I

R

T31

P I H

T34

T 3 2

E G D I R

2220

2200

6

6

T23

T23

T23

T22

T12

1200 500 1500

T9

7

8

2200

6

T

9

T8

P I

H

E G D I R

T10

T4

35325 3800

T8

Y E L L A V

10

T19

RIDGE

E G D I R

RIDGE

T33

7

2220

8

E

G

D

I

T

R

3

9

2

T34

RIDGE

T

3

2

H

I

P T4

2050

V A L

L E Y

T19

10

1975

1725

1825

1825

5500

RIDGE

T18

T 1 6

V

A

L

L

T17

E

Y

6 1 T

Y E L L A V

RIDGE

T18 T17

1700

1850

5500

5700

5500

T16

T16

R

11

11

I

D

1500

G

E

R I D G E

1500

T15 T15

2550

RIDGE

RIDGE

2450

5500

V

TA

1

L

L

E

H

Y

I

T14

P

5500

ROOF TRUSSES LAYOUT scale 1:50

5500

1 T

P

T14

I

H

1 T

E G D I R

T 1 6 V A L L E Y

2350

6 1 T

1 T

2450

12

13

No.

REVISION DESCRIPTION

4900

T2

1 T

P I H

T3

H I P

CLIENT

BY DATE NOTES

1) DESIGNED AS PER BS STANDARDS 2) THIS DRAWING TO BE READ IN CONJUCTION WITH THE ACHITECT'S DRAWING 3) DIMENSIONS ARE IN MILLIMETERS 4) NO SCALING - USE DIMENSIONS SHOWN OR ASK 5) CONCRETE GRADE 25(20) TO BE USED HAVING MINIMUM CUBE CRUSHING STRENGTH OF 17N/MM2 AT 7 DAYS AND 28N/MM2 AT 28 DAYS 6) STEELTO BE OF BS 4449 AND BS 4461 7) CONCRETE COVER TO MAIN STEEL TO BE

FOUNDATIONS = 50, COLUMNS = 40, BEAMS = 25, SLABS = 25

8) THIS FOUNDATION IS DESIGNED FOR A MINIMUM BEARING CAPACITY OF 450KN/M2

LEAD CONSULTANTS/CIVIL/STRUCTURAL ENGINEERS

T3

1 T P I H

2350

2350

H I P

2350

PROJECT ARCHITECTS

DO NOT SCALE FROM DRAWING. USE FIGURED DIMENSIONS ONLY

JOB TITLE:

WOMEN TRANSITION CENTER - KISMAYO

DRAWING TITLE

-

12

13

Job No.

LF/ISWA/16/01

Drawing No.

FD 001

Drawn by JMN

Checked by JWM

Scale

As Shown (A1)

Rev. No

Date Aug 2017

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