plan armare planseu
DESCRIPTION
Armare armare planseu etajTRANSCRIPT
-
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