-0.05

-1.70

Beton egalizare 10 cm

C12/15

-0.65 CTN

Zidarie

Ø6/20 L=1.25m

Sectiunea 1 - 1

Hidroizolatie 1c+2b

Dop bitumTrotuar

Nisip

C4/5

8 Centura 30x20 6Ø12

10

9

Agrafe Ø6/30 OB377

6

5 Ø10/30 PC52

2 1

3

4

5

9 etr. Ø8/20 l=1.15 PC52

30

2030

20

6

30

Ø10

/20

PC52

12 12

PC52

30

50

4

PC52 Ø10/10 L=1.10

3

3030

50

30

Ø10/10 L=1.10

Ø6/20 L=1.15m PC52

10

90

20

4Ø10 PC52 4Ø12

PC52

= =

5

-1.20

= =

Pardoseli beton armat # Ø 6/20Folie polietilenaUmplutura de pietris 15cmUmputura de pamantTeren natural

Sectiunea 2 - 2

C8/10

MATERIALE :OB37 ; PC52C 4/5 (B75)C8/10 (B150)C12/15 (B200)

Ø6 / 20 L=1.75m PC52

10'

L=3.

55

-0.05

-1.70

Beton egalizare 10 cm

C12/15

-0.65 CTN

Zidarie

Ø6/20 L=1.75m

Hidroizolatie 1c+2b

C4/5

8 Centura 30x20 6Ø12

10'

9

Agrafe Ø6/30 OB37

7

6

5 Ø10/30 PC52

2 1

3

4

5

4Ø10 PC52 4Ø12

PC52

= =

5

-1.20

= =

Pardoseli beton armat # Ø 6/20Folie polietilenaUmplutura de pietris 15cmUmputura de pamantTeren natural

C8/10

Sectiunea 4 - 4

C8/10

Pardoseli beton armat # O 6 / 20

-0.05

-1.30

Nisip

4Ø14PC52 1

Ø8/20 70sus

OB37

L=1.45 45

Ø8/20 65jos

OB37

L=1.10 25

10

L=1.20

Ø8/20 70 OB37 4

2

3

5

6

25

25

25

8

25

etr.Ø8/20 L=1.20 OB37

6-0.50

-0.65 CTN

3 2

30

25

25

25

4

Desen executat cu programul Advance Concrete Graitec AC 7.1

ing. Dimitriu Doina

TITLU PLANSA:

PROIECT NR.:60/2009DATA:

Noiembrie 2009FAZA:

PLANSA NR.:

1:25

SCARA:

PROIECT:

Verificat

Proiectat

Sef proiect

S.C. EXPLORARI S.R.L. TARGOVISTE P.T.

VESTIAR DETALII FUNDATII

R 02ing. Cirstea Constanta

BENEFICIAR: COMUNA POIANA

MODERNIZARE BAZA SPORTIVA

ADRESA: Comuna Poiana, Sat Poiana judet Dambovita

-0.05

-1.70

Beton egalizare 10 cm

C12/15

-0.65 CTN

Zidarie

Sectiune 3 - 3

Hidroizolatie 1c+2b

C4/5

55

-1.20

= =

Pardoseli beton armat # Ø 6/20Folie polietilenaUmplutura de pietris 15cmUmputura de pamantTeren natural

C8/10 Fundatie

exis

tenta

Rost antiseismic 10 cm

4

10

7

5

3

8

ing. Cirstea Constanta