R5 F1, F2, F3_5

Sectiune 5 - 5

11 2 ø 12 PC52

Sectiune 7 - 7

2 4 ø 14 PC52

1

2 4 ø 14 PC52

11 2 ø 12 PC52

5 ø 12 PC52 /25 1

60

7

8 7 12 2 ø 12 PC52

3

425

35 1.20 10

20

25

52

PC

8

4

4 ø1

52

PC

425

3 5 ø 8 L=101cm

1

5ø

12

1

5

2 ø1

PC

52

12

PC

1 52

/25

1

25

3 7 ø 8 L=101cm

10

5ø

5ø

10

3 7 ø 8 L=101cm

1

15

/25

15

15

52

C 2P

10 15

10

15

25 10 15

10

1.75

25

3 7 ø 8 L=101cm

4

9ø

12

PC

52 5

6

2 ø1

52

PC

Beton: conform SR EN 206-1 Clasa de beton - C8/10 bloc fundații, C8/10 în egalizare - C16/20 cuzineti Clasa de expunere - XC2, XC4+XF1 Clasa de cloruri - Cl 0.20, Ciment: CEM II/A-LL 42.5R Ø max - 16 mm Consistența - S3 Armătura: PC52, OB37 Acoperirea cu beton: 5 cm Categoria de importanta a constructiei, conform HGR 766/1997:D Clasa de importanta conform P100-1/2013-III. ag = 0.25g,Tc = 0.7 s, Clasa de expunere a constructiei : mediu uscat moderat. Clasa de expunere a fundatiilor :XC1 Prezenta plansa se va citi impreuna cu plansele R1, R2, R3, R4, R5, R6, R7

Beton: conform SR EN 206-1 BETON SIMPLU C8/10 X0, CEM I 32,5N, A/C = 0.65, S2 , Cl.0.1%, Dmax16 BETON ARMAT : C16/20 XC2, CEM II A-S 32,5R, A/C = 0.6, S3,Cl0.1%, Dmax16 , dozaj minim de ciment: 260kg/mc OTEL PC52, STNB Acop. min - 5cm

45 60

15

15

7

4 ø 14 PC52 2 35

65

2

2 ø1

8 4 ø 14 PC52

11 2 ø 12 PC52

4 ø 14 PC52 2 35

5

33

1.20

2

45

180

8 2 ø 14 L=195cm

180

2

10

475

25

1.20

3 etr 5 ø 8 /20

4ø

2

12

C5

P 14

50

12 2 ø 12 L=194cm

8 2 ø 14 L=195cm

50

2

52

PC

1 5 ø 12 PC52 /25

1

47

52

2 ø1

475

25

1 5 ø 12 L=144cm

115

Sectiune 9 - 9

110

PC

11

3

5

4

-2.15

115

4

25

3 7 ø 8 PC52 /20

475

425 1.20

3

2

1 5 ø 12 L=144cm

15

475

4

11

C8/10

425

35

-1.05

-1.55

475

9 ø 12 PC52 /20 4

425

11 2 ø 12 PC52

2

35

3

4

52

PC

4 ø1

1 5 ø 12 PC52 /25

45

25

1

2

4 ø1

5

2 4 ø 14 PC52

2ø

C

2P

1 2ø

C16/20

C16/20

475

11

Sectiune 6 - 6

2

C5

P 12

1.20

4 9 ø 12 L=139cm

52

C16/20

-1.05

8

Sectiune 3 - 3

115

165

9

-2.15

15

15

1 5 ø 12 L=144cm

C8/10

425

475

25

4

15

5 6 ø 12 L=195cm

1.20

15

115

5

1.75

1.20

1 5 ø 12 PC52 /25

9

1.20 475

20

3 etr 7 ø 8 /20

47

15

-2.15

15

25

5

1 5 ø 12 L=144cm

2 5 ø 12 PC52 /25 1

5

35

65

5 6 ø 12 PC52 /20

47

1.20

5 ø 12 PC52 /25 1

C8/10

60

60

60 42

35

C16/20

4

35

45

15

-2.15

20

1

42

15

5

5

C16/20

5 ø 12 PC52 /25 1

15

15

-1.55

-2.15

-2.15 5

50

50 15

9

8

C8/10

4

-1.55

C8/10

C8/10

95 3 7 ø 8 PC52

95

2 2 ø 14 L=246cm

231

231

11 2 ø 12 L=246cm

231

3 etr 7 ø 8 /20

2 2 ø 14 L=246cm

231

2 2 ø 14 L=246cm

3 etr 7 ø 8 /20

4

9

-0.60

-1.55

C16/20

15

15

15

-1.05

-1.05

C16/20

5

-1.55

C16/20

6

1 5 ø 12 PC52 /25

1

C16/20

1

1

6

-0.60

60

-1.55

C16/20

6

3

50

C16/20

6

C16/20

3 etr 7 ø 8 /20

15

15

3

3

50

3

C16/20

11 2 ø 12 L=246cm

-1.05

2 2 ø 14 L=246cm

95

etr 7 ø 8 /20 3

C16/20

-1.05

1 15

C16/20

95

231

231

2 2 ø 14 L=246cm

231

11 2 ø 12 L=246cm

231

2 2 ø 14 L=246cm

C16/20

231

-0.10

180

-0.10

-0.10 -0.10

7

8

2 ø 12 PC52 11

Fundatie izolata b.a. - F3 - 1 bc Sectiune 8 - 8 sc. 1:20

50

5

sc. 1:20

4

Sectiune 1 - 1

2 4 ø 14 PC52

2 ø 12 PC52 11

2 4 ø 14 PC52

1.20

Sectiune 4 - 4

Fundatie izolata b.a. - F1 - 3 bc sc. 1:20 Sectiune 2 - 2

Fundatie izolata b.a. - F2 - 3 bc -

52

PC