I:\TDF_PROJECTS\PINTO_TOLHUIN\CAD\PINTOS_31082015 Model

S/C y S/M. 32.97. 4.24. 25.00. 25.00. 32.99. 1. 2. 3. 4. 5. 25.00. 25.00. 34.60. 22.34. 6. 37.26. 25.00. 22.35. 75.39. 44.75. 44.75. 44.75. 25.00. 22.35. 10.00. 12.46.
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d38

d37

A

i37

13.1 0

B C

3.78

AR

A

19.1 7

1

B

2

25.0 0 C

25.0 0

D

E

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G

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18

H

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18

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J

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A RV SE L RE CA ) FIS eder c (a

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A

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n

s si

15. 33

s fis cale

rra

Tie

AP

Q

00

ura

me ns

12.

II

r

S

Ñ

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22

1

65. 03

Q

.81 47 21 Sup .= 5 4 9 ,69 m2

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27

7 S 1.2 up.= 4 7 , 60 m2

R

48. 39

T

S 1.3 up.= 0 0 , 11 m2

92

44.

28. .98 83 16 20 S 73 up.= 0 , 90 m2

60. 39 1 8 S 1.1 up.= 0 5 , 00 m2

1

8.7

S

40. 08

m2

R

21

11.

19 S 741 up.= ,08

11.47

T

60

31.

19

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P

14

66.

12

D

27 .83

50

O

4.2

12

E

AO

16 92. 03 p.= 2 Su 78 m , 31 CIO 1.5 PA DE ES R ) VE eder c (a

.74 19 .68 89

.32 70

AB

15 p.= 2 Su 90 m , 31 1.0

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14 p.= Su 6 m2 6,2 97

AC

.81

19

13 p.= Su 9 m2 8,6 95

AD AN

I

32.5 6

5 Sup . 762 = ,98m 2 5

39.3

2

6 Sup 1.06 .= 6,07 m 47.3 9

4m2

7 Su p 1.12 .= 5,4

II

52

18

12 p.= Su 0 m2 3,0 90

AE

.85

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11 p.= Su 0 m2 0,0 90

AF

.31 57

51

.00 .00 18

r)

8 2.4 13

de ce

AG

(a

AM

III

V

er) 4 ed ac E( RD VE p.= 2 CIO Su ,01 m PA 98 4.5 ES

0

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.00

18

10 p.= Su 0 m2 0,0 90

128 B .00 18

io) rip

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S( JO LE

AH

AL

RA MI

9 p.= Su 0 m2 0,0 90

lle ca

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8 p.= Su 0 m2 0,0 90

AI

.00

50

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7 p.= Su 0 m2 0,0 90

AJ

30

IV

13.0

X

W

V

27

.58

U

O

87

S/C

F

18

.00

3 p.= 2 Su 80 m , 08

.50 14

2

18 Sup 1 . 5 22, .= 73 m

01

67.

.00

.2

52 3

.44

4

Y

17.

50

.00

133

18

6 p.= Su 0 m2 0,0 90

18

AK

50

.23

I

p.= 2 Su 77 m , 53

1.0

p.= Su 3 m2 2,0

85

4

.63

26

50 5

AK

50

3

2

.00 12 S/M y

Sup 825 .= ,0 0m2 Sup 824 .= ,50m 25.0 0

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4.66

m2

1 Sup .= 775 .50 17.5 1 25.0 0

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22

1.0

50

AQ

AP AO

AÑ 1 12 AN

AL

2 p.= 2 Su 19 m , 71 1.1

Ñ

50 .44

Z

38.

13

70 s/c y.00 s/ m

F 4 4.2

Su 850 p.= .0 0 m2

1 D

E

1 34.6 0

5.49

.75

F

2

17 Su 1.3 p.= 4 4 ,27 67. m2 43

6m

16 Su 1.3 p.= 52, 7

AA

00

r

20.

ura

9 23.1 4

AM

44

VI

39.8 4 8 Su p 954 .= ,69m 2 3

N

67. 86

128 C

2

AB

41

ens

7 I-J= 2

.00 20

I

4.48

M

4 4.4 G H

LL

6m

2

15 Su 1.3 p.= 61, 2 68. 28 14

Su 1 p.= . 3 65, 18m

59

2

67. 76

AC

00

urar

5

33.0

e oG

rand 42.0

a Rí

I 30.2 5

128 A

VII

II

L

10.0 0

2

20.

8 X

13 S u 2 p.= . 5 94, 69m

9

23.

nm

s si

ale

fisc

22.

Tie

rras

1

.44 16

9 Sup .= 1. 1 3 5 ,87 m2

J K

47.3 5 22.3 5

12 Sup .= 1 . 0 0 0,16 m2 22.3 5 AE

75.3

00

32.9 25.9 6

AJ

VIII

6 10.0 0 IX

25.0 0

5m2

11 Sup 1.11 .= 8,7

0

25.0

AF

160. 00 2

AD

20.

.83

00

00

.92

22.

20.

21

13.76

00

20.

18

22.30

85

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25.97

29.

0

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46.16

ced o) (a 5.

(ripi 17.4

21.2 00

3

JOS ALE MIR calle 20.

5 00

65 00

24.1 20.

22. 20.

90 02 10. 1

.6 24.8

3

23

.36 5

8

26 44.7

10.1

21. 10.0

47.2

5

7 5

AI

2

10 Sup 2.14 .= 8,49 m

37.2 6

AG

44.7

12.8 44.7

1a

2

S 1.60 up.= 7,99 m

6

ens in m les s ras

urar

7 0 s/c y.00 s/m

i3 8

7

72.5

12.4

32.9

128

7 AH

42.4

ras ia

fisca Tier

ens in m les s fisca Tier hua a Us

P

3

1.5

26.3 3