Plan Cofraj Si Armare Scara Interioara_rev 1 4s633v
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Sectiunea 2-2
Sectiunea 1-1 80
31 ø 8 /20 L=2.84m
+3.30
+3.30
+3.175
+3.17 +2.995
+2.995 +2.82
+2.82
+2.47
+2.47 +2.29
+2.29
.38
m
5
+2.11
+2.115 +1.94
+1.94
+1.585
25
+1.41
8. 25 80
+1.23
33 ø 8 /20 L=2.29m
0 /1
88.
5L =4. 29m
23 ø 10 /15 L=1.08m
+0.53
88. 32°
109
32°
-0.245 -0.43
25
-0.43
28
17 ø 10 /15 L=1.64m
81 10
80
17
7
7
4
ø1
0/
-2.65
15
L=
3.0
0m
-2.095
12 14 ø 10 /15 PC52
125
10
-2.46
-2.465
2
C5
-2.65
10
7ø
10
P /15
9
2
C5
7ø
10
P /15
41°
Plan cofraj scara subsol
175
15
15
175
+3.30
93
41°
1.00
-2.28
59
-2.65
115
1.00
-2.095
5
118
1
-1.91
-2.28
5m
30
5
6 ø 10 /15 L=1.41m
2.9
-1.355
8 7 ø 10-1.72 /15 PC52
/20 ø 8 -1.91 7
12 ø 10 /15 L=1.86m
62 41°
L=
1.6
10
10
15
-1.54
m .32-1.725 2 L=
0
32°
10
20
0/
128
-1.54
78
10
10
ø1
16 ø 10 /15 L=2.31m
-1.355 82
32°
96.
14 ø 8 /20 L=2.15m
5
15 ø 10 /15 L=2.32m
6
11
13 ø 8 /20 L=2.15m
10 -0.10
-1.355
5
-1.35
32°
57
80
5
28
-1.17
3.63
-0.98
55
15
28
10
1 ø 10 /15 L=1.41m
1
10
41°
15
5
-1.17
175
28
-0.9870 41°
40
175
28
10
2m
5
66.
5
10
1 ø 10 /15 L=1.41m
175
00
7
3 ø 10 /15 L=1.45m
41°
10
10
55 -0.80
ø
m
.81
=3 5L 1 / 10
30
0
29
7 -0.615 ø 8 1.80 /20 L= -0.80 2.3
-0.615
-2.65
0
ø1
24
28
-0.24
-0.10
m
.00
L=4 /15
28
5
+0.175
-0.10
-0.10
2.115
28
-0.10
-0.10
32°
+0.35
91
10
-0.10
D
109
5
+0.175
124
D
77
32°
77
+0.53
+0.355
29 ø 10 /15 L=1.86m 32°
+0.705
88.
94
2.68
m
+0.705
23 ø 10 /15 L=1.08m
77
26 ø 10 /15 L=1.71m 32° +0.88
+0.17
5L =4. 24
/20 +0.88
21 ø 8 /20 L=1.16m
16
0 /1
30
ø8
23 ø 10 /15 L=1.08m 23 ø 10 /15 L=1.08m
+1.06
2.72
ø1
8m +1.06
1.05
ø1
88.
+1.235
.3 L=2
0 2.8 10
28
21 ø 8 /20 L=1.16m
10
27
+1.41
5
Scara 1:20
905
8
Plan cofraj scara parter
1
255 +1.58
+1.585
33
22 ø 14 /22 L=2.82m
1.23
10 1
80
33 ø 8 /20 L=2.29m +1.585 +1.585
1.095
33 ø 8 /20 L=2.29m +1.585
+1.585
30
22 4 ø 14 L=2.82m
80
+1.585
+1.765
+1.76
+1.765
28
84
28
20 ø 10 /15 L=1.66m
28
32°
+3.175
10
0
10
10
L=2
28
10 61
/20
2.47 28
19 ø 10 /15 L=1.98m
ø8
28
70
28
32°
28
77
0
30
23
32°
15
110
3.0
+2.645
1.055
10
18 ø 10 /15 L=2.00m
2.615
+2.64
8.
5
25
31 ø 8 /20 L=2.84m
10
80
10
+3.30
5
10
+3.30
Scara 1:20
Scara 1:20
635
82
865
93
Scara 1:20
11 7 ø 10 /15 PC52
2.365
30
D
895
2.00
1.00
1.00
185
-1.54
21
-0.985
15 1.325
21
5
15
185
1.285 21
5
21
5
15
185 -2.65
185
23
21
5
-0.10
-2.465
15
-0.43
185
-0.245
21
5
21
5
145
1.455
21
5
21
5
1.285
215
215
5
215
-1.17
185
1.165
1.105
1.05
-1.355
-1.355
15
30
2.335
D
30
11 7 ø 10 /15 PC52
1.10
90
Marca Ф 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33
10 10 10 10 10 10 8 10 10 10 10 10 8 8 10 10 10 10 10 10 8 14 10 10 10 10 10 10 10 8 8 8 8
Total
15
30
1
1.25
2.00
90
Lungime totala [m] Lung. [m] Buc. PC52 8 10 14 1.41 7 9.87 1.41 7 9.87 1.45 7 10.15 2.95 7 20.65 3.00 7 21.00 1.41 7 9.87 2.32 19 44.08 1.16 7 8.12 2.73 7 19.11 2.84 7 19.88 1.34 14 18.76 1.86 14 26.04 2.15 5 10.75 2.15 5 10.75 2.32 7 16.24 2.31 7 16.17 1.64 7 11.48 2.00 7 14.00 1.98 7 13.86 1.66 7 11.62 1.16 11 12.76 2.82 4 11.28 1.08 28 30.24 4.00 7 28.00 3.81 7 26.67 1.71 7 11.97 4.29 7 30.03 4.24 7 29.68 1.86 7 13.02 2.38 31 73.78 2.84 10 28.40 1.54 2 3.08 2.29 10 22.90 m (m²) 206.50 426.30 11.28 kg/m (kg/m²) 0.395 0.617 1.208 kg 82 263 14 kg 358
◘Clasa de importanta -Conform normativului P100-1/2006, cladirea a fost incadrata in clasa III de importanta, caracterizata de valoarea asociata γ= 1.00; ◘Categoria de importanta-Conform H.G.R. 766/1997, constructia se incadreaza in categoria "C" de importanta normal; ◘Zona de expunere la risc seismic -Conform normativului P 100-1/2006 " Cod de proiectare seismica - Partea I , ag = 0.24g IMR = 100 ani si Tc = 1.6 s ; ◘Adancimea maxima de inghet caracteristica zonei este de 90 cm- Conform STAS 6054-77; ◘Zona de expunere la vânt - Conform NP 082-04 " Cod de proiectare. IMR = 50 ani (2% probabilitate anuala de depasire ) este qref=0.50kN/mp ; ◘Zona de expunere cu zapada -Conform CR 1-1-3 -2005 " Cod de proiectare. 2% probabilitate de depasire, IMR = 50 ani, este s/0,k = 2.0 kN/m2;
2.265
15
1 MATERIALE: Beton C 8/10 - beton simplu egalizare; C16/20 - infrastructura C20/25- suprastructura
Otel Beton PC52, OB37, STNB.
STRAT DE ACOPERIRE CU BETON: 1. Fundatii: 4 cm 2. Stalpi si grinzi 2.5 cm: 3. Placi: 1,5 cm Acoperirile de mai sus sunt date pentru toate elementele de b.a., cu exceptia acelora pentru care acoperirea este reprezentata distinct in sectiuni.
VERIFICATOR
ing. Gheorghe Sarbu
CERINTA:
A1
REFERAT / EXPERTIZA NR. / DATA:
CROSS STRUCTURAL DESIGN S.R.L. Beneficiar: Mihai Bravu, nr. 390, Bucuresti SPECIFICATIE
NUME
SEMNATURA
Scara
SEF PROIECT
arh. Ioana Bolohan
1:50
PROIECTAT
ing. Stefan Crosman
Data:
DESENAT
ing. Horia Mihnea
h/l= 594 / 841 (0.50mp)
09/2012
Titlu proiect:
CATALIN STRIBLEA si TONIGARU ALINA GEORGETA
LOCUINTA INDIVIDUALA Dp+P+1E Str. Nicolae Iorga, Comuna Chiajna, Jud. Ilfov
Titlu plansa:
PLAN COFRAJ SI ARMARE SCARA INTERIOARA
Proiect nr. 12/2012 Faza: P.Th+D.E.
Plansa: R - 19
Sectiunea 1-1 80
31 ø 8 /20 L=2.84m
+3.30
+3.30
+3.175
+3.17 +2.995
+2.995 +2.82
+2.82
+2.47
+2.47 +2.29
+2.29
.38
m
5
+2.11
+2.115 +1.94
+1.94
+1.585
25
+1.41
8. 25 80
+1.23
33 ø 8 /20 L=2.29m
0 /1
88.
5L =4. 29m
23 ø 10 /15 L=1.08m
+0.53
88. 32°
109
32°
-0.245 -0.43
25
-0.43
28
17 ø 10 /15 L=1.64m
81 10
80
17
7
7
4
ø1
0/
-2.65
15
L=
3.0
0m
-2.095
12 14 ø 10 /15 PC52
125
10
-2.46
-2.465
2
C5
-2.65
10
7ø
10
P /15
9
2
C5
7ø
10
P /15
41°
Plan cofraj scara subsol
175
15
15
175
+3.30
93
41°
1.00
-2.28
59
-2.65
115
1.00
-2.095
5
118
1
-1.91
-2.28
5m
30
5
6 ø 10 /15 L=1.41m
2.9
-1.355
8 7 ø 10-1.72 /15 PC52
/20 ø 8 -1.91 7
12 ø 10 /15 L=1.86m
62 41°
L=
1.6
10
10
15
-1.54
m .32-1.725 2 L=
0
32°
10
20
0/
128
-1.54
78
10
10
ø1
16 ø 10 /15 L=2.31m
-1.355 82
32°
96.
14 ø 8 /20 L=2.15m
5
15 ø 10 /15 L=2.32m
6
11
13 ø 8 /20 L=2.15m
10 -0.10
-1.355
5
-1.35
32°
57
80
5
28
-1.17
3.63
-0.98
55
15
28
10
1 ø 10 /15 L=1.41m
1
10
41°
15
5
-1.17
175
28
-0.9870 41°
40
175
28
10
2m
5
66.
5
10
1 ø 10 /15 L=1.41m
175
00
7
3 ø 10 /15 L=1.45m
41°
10
10
55 -0.80
ø
m
.81
=3 5L 1 / 10
30
0
29
7 -0.615 ø 8 1.80 /20 L= -0.80 2.3
-0.615
-2.65
0
ø1
24
28
-0.24
-0.10
m
.00
L=4 /15
28
5
+0.175
-0.10
-0.10
2.115
28
-0.10
-0.10
32°
+0.35
91
10
-0.10
D
109
5
+0.175
124
D
77
32°
77
+0.53
+0.355
29 ø 10 /15 L=1.86m 32°
+0.705
88.
94
2.68
m
+0.705
23 ø 10 /15 L=1.08m
77
26 ø 10 /15 L=1.71m 32° +0.88
+0.17
5L =4. 24
/20 +0.88
21 ø 8 /20 L=1.16m
16
0 /1
30
ø8
23 ø 10 /15 L=1.08m 23 ø 10 /15 L=1.08m
+1.06
2.72
ø1
8m +1.06
1.05
ø1
88.
+1.235
.3 L=2
0 2.8 10
28
21 ø 8 /20 L=1.16m
10
27
+1.41
5
Scara 1:20
905
8
Plan cofraj scara parter
1
255 +1.58
+1.585
33
22 ø 14 /22 L=2.82m
1.23
10 1
80
33 ø 8 /20 L=2.29m +1.585 +1.585
1.095
33 ø 8 /20 L=2.29m +1.585
+1.585
30
22 4 ø 14 L=2.82m
80
+1.585
+1.765
+1.76
+1.765
28
84
28
20 ø 10 /15 L=1.66m
28
32°
+3.175
10
0
10
10
L=2
28
10 61
/20
2.47 28
19 ø 10 /15 L=1.98m
ø8
28
70
28
32°
28
77
0
30
23
32°
15
110
3.0
+2.645
1.055
10
18 ø 10 /15 L=2.00m
2.615
+2.64
8.
5
25
31 ø 8 /20 L=2.84m
10
80
10
+3.30
5
10
+3.30
Scara 1:20
Scara 1:20
635
82
865
93
Scara 1:20
11 7 ø 10 /15 PC52
2.365
30
D
895
2.00
1.00
1.00
185
-1.54
21
-0.985
15 1.325
21
5
15
185
1.285 21
5
21
5
15
185 -2.65
185
23
21
5
-0.10
-2.465
15
-0.43
185
-0.245
21
5
21
5
145
1.455
21
5
21
5
1.285
215
215
5
215
-1.17
185
1.165
1.105
1.05
-1.355
-1.355
15
30
2.335
D
30
11 7 ø 10 /15 PC52
1.10
90
Marca Ф 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33
10 10 10 10 10 10 8 10 10 10 10 10 8 8 10 10 10 10 10 10 8 14 10 10 10 10 10 10 10 8 8 8 8
Total
15
30
1
1.25
2.00
90
Lungime totala [m] Lung. [m] Buc. PC52 8 10 14 1.41 7 9.87 1.41 7 9.87 1.45 7 10.15 2.95 7 20.65 3.00 7 21.00 1.41 7 9.87 2.32 19 44.08 1.16 7 8.12 2.73 7 19.11 2.84 7 19.88 1.34 14 18.76 1.86 14 26.04 2.15 5 10.75 2.15 5 10.75 2.32 7 16.24 2.31 7 16.17 1.64 7 11.48 2.00 7 14.00 1.98 7 13.86 1.66 7 11.62 1.16 11 12.76 2.82 4 11.28 1.08 28 30.24 4.00 7 28.00 3.81 7 26.67 1.71 7 11.97 4.29 7 30.03 4.24 7 29.68 1.86 7 13.02 2.38 31 73.78 2.84 10 28.40 1.54 2 3.08 2.29 10 22.90 m (m²) 206.50 426.30 11.28 kg/m (kg/m²) 0.395 0.617 1.208 kg 82 263 14 kg 358
◘Clasa de importanta -Conform normativului P100-1/2006, cladirea a fost incadrata in clasa III de importanta, caracterizata de valoarea asociata γ= 1.00; ◘Categoria de importanta-Conform H.G.R. 766/1997, constructia se incadreaza in categoria "C" de importanta normal; ◘Zona de expunere la risc seismic -Conform normativului P 100-1/2006 " Cod de proiectare seismica - Partea I , ag = 0.24g IMR = 100 ani si Tc = 1.6 s ; ◘Adancimea maxima de inghet caracteristica zonei este de 90 cm- Conform STAS 6054-77; ◘Zona de expunere la vânt - Conform NP 082-04 " Cod de proiectare. IMR = 50 ani (2% probabilitate anuala de depasire ) este qref=0.50kN/mp ; ◘Zona de expunere cu zapada -Conform CR 1-1-3 -2005 " Cod de proiectare. 2% probabilitate de depasire, IMR = 50 ani, este s/0,k = 2.0 kN/m2;
2.265
15
1 MATERIALE: Beton C 8/10 - beton simplu egalizare; C16/20 - infrastructura C20/25- suprastructura
Otel Beton PC52, OB37, STNB.
STRAT DE ACOPERIRE CU BETON: 1. Fundatii: 4 cm 2. Stalpi si grinzi 2.5 cm: 3. Placi: 1,5 cm Acoperirile de mai sus sunt date pentru toate elementele de b.a., cu exceptia acelora pentru care acoperirea este reprezentata distinct in sectiuni.
VERIFICATOR
ing. Gheorghe Sarbu
CERINTA:
A1
REFERAT / EXPERTIZA NR. / DATA:
CROSS STRUCTURAL DESIGN S.R.L. Beneficiar: Mihai Bravu, nr. 390, Bucuresti SPECIFICATIE
NUME
SEMNATURA
Scara
SEF PROIECT
arh. Ioana Bolohan
1:50
PROIECTAT
ing. Stefan Crosman
Data:
DESENAT
ing. Horia Mihnea
h/l= 594 / 841 (0.50mp)
09/2012
Titlu proiect:
CATALIN STRIBLEA si TONIGARU ALINA GEORGETA
LOCUINTA INDIVIDUALA Dp+P+1E Str. Nicolae Iorga, Comuna Chiajna, Jud. Ilfov
Titlu plansa:
PLAN COFRAJ SI ARMARE SCARA INTERIOARA
Proiect nr. 12/2012 Faza: P.Th+D.E.
Plansa: R - 19
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