Beneficiar

Titlul proiectului

Titlul plansei

Pr. nr.

Faza:

Pl. nr:

SCARA

Arh ELENA DOMOLESCU

NUME SI PRENUME SEMNATURASPECIFICATIESEF PROIECTPROIECTANTDESENAT

DATA

DTAC

COCOR ANDREI COSTIN

Construire imobil S+P+M - locuinta individuala, imprejmuire Str. Trandafirilor T35/1 P35, Chiajna, jud. Ilfov

str Adamclisi nr. 4 Constanta tel:0767.361907F 13 / 339/ 2013 CUI 31369262

ian.2015

01/2015

ing. IVAN BEBE

ing. IVAN BEBE

I.I. Ivan B. Adrian-Bebe

PLAN ARMARE PLANSEU R9

3 10/15

L = 0.8 m4 10/15

L = 0.8 m4 10/15

L = 0.8 m4 10/15

PC 52L = 1.70 m5 10/15

PC 52L = 2.45 m6 10/15

L = 1.10 m7 10/15

L = 1.10 m7 10/15

L = 1.10 m7 10/15

L = 1.10 m

E

C

A

1 10/10

PC 521 10/10

PC 52L = 1.70 m 1 10/10 L = 1.70 m

PC 52

D

2 10/10

F

L = 2.45 m L = 1.55 mL = 1.70 m

B

1 532 4

PC 52

PC 52

L = 1.55 mPC 52

L = 1.55 mPC 52

3 10/15

3 10/15

18 8/20 L = 3.45 mPC 52

L = 2.10 m

PC 5218 8/20 L = 3.45 m

PC 5218 8/20 L = 3.45 m

PC 5218 8/20 L = 3.45 m

PC 5218 8/20 L = 3.45 m

PC 52L = 2.10 m

PC 52L = 2.10 m

4 10/15

PC 52L = 5.45 m14 8/20

PC 52L = 5.45 m14 8/20

PC 5

210

10/

10L

= 2.

75 m

PC 52L = 3.30 m15 8/20

PC 52L = 3.90m16 8/20

PC 5217 8/20 L = 2.40 m

PC 52

12 1

0/15

5 1

0/15

L =

1.70

mPC

52

L =

2.15

m11

10/

15

L =

1.10

m7

10/

15

L =

1.10

m7

10/

15

PC 52

L =

1.10

m7

10/

15

+2.90

L = 1.6 m

L = 1.35 m12 10/15

L = 1.35 m12 10/15

L = 0.8 m

PC 52L = 2.10 m

5 1

0/15

5 1

0/15

5 1

0/15

8 10/10

13 8/20

13 8/20

13 8/20

13 8/20

rep sup. 6OB 37

rep sup. 6OB 37

rep sup. 6OB 37

rep sup. 6OB 37

rep sup. 6OB 37

rep sup. 6OB 37

rep sup. 6OB 37

rep sup. 6OB 37

rep sup. 6OB 37

rep sup. 6OB 37

ARMARE PLACA ETAJ SI PLACA PESTE SUBSOL

S130X30

S130X30

S130X30

-0.34S4

30X30S5

30X30S6

30X30

9 10/10

PC 5

2L

= 1.

70 m

1 1

0/10

L =

0.8

m4

10/

15

L =

0.8

m4

10/

15

PC 5

2L

= 1.

70 m

PC 5

2L

= 1.

70 m

PC 5

2L

= 1.

70 m

L =

2.15

m11

10/

15L

= 0.

8 m

4 1

0/15

PC 5

2L

= 1.

35 m

12.6

5

10.45

5.35

4.30

3.00

10.45

30 5.30 30 2.80 30 1.60

5.60 3.10 1.75

1.70

3.65

1.90

2.40

3.00

12.9

5

1.70

3.65

1.90

2.40

3.00

2.95 2.65 3.10 1.75

2.95 2.65 3.10 1.75

101.50 1.50

1.50 2.25 1.35

1.35

1.35

1.50 2.25

1.50

1.50 1.50

1.50

1.15

1.50

1.40

2.55

H/W = 420 / 594 (0.25m) Allplan 2012