R01 Plan Fundatii Det Sect 1,2,3_1
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-0.05
10
15
10
15
-1.65
30
2.70
15
30
55 2 ø 8
rost 5cm
50 5
10 10
10
10
15
30
30
hidroizolatie rigida 37
Sectiune 8 - 8 sc. 1:20 ø 8 /20
2.60
hidroizolatie rigida 53 2 ø 8
3 ø 12 54
dop bitum
116GQ 283 -0.05
5
-0.55
ø 8 /20 38
-0.55
7 etr ø 8 /20
30
15
60
30
30 2.70
1.10
7 ø 8 L=141cm
10
Categoria de importanta a constructiei, conform HGR 766/1997:D Clasa de importanta conform P100-1/2013-IV. 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, R8 Nume
15 30
60
Semnatura
cerinta
Referat nr./data
PROIECTANT DE SPECIALITATE
Expertiza nr./data
BENEFICIAR
I.I. RANJA CRISTINEL NICOLAE C.U.I. 33918286, Tg. Neamt, jud. Neamt, Tel. 0744246684, email: [email protected]
10
15
30
40
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
PROIECTANT GENERAL
-1.65 30
20
91
-1.65 15
75
Beton: conform SR EN 206-1 Clasa de beton - C8/10 în fundații, C8/10 în egalizare - C16/20 în elevații, placi b.a.- suport pardoseala Clasa de expunere - XC2, XC4+XF1 Clasa de cloruri - Cl 0.20, Ciment: CEM II/A-LL 42.5R Ø max - 31 mm Consistența - S3 Armătura: PC52, OB37 Acoperirea cu beton: 2.5 cm în grinzi și 5 cm în fundații
Verificator
C8/10
1.10
40
38 24 ø 8 L=111cm 10
60
10
15
20
10
37 24 ø 8 L=85cm
20
10
7 ø 8 L=141cm
40
C8/10
10
1.10
20
3 ø 12 54 20
7 ø 8 L=141cm
placa suport pardoseala b.a.- 10 cm polistiren extrudat 10cm beton egalizare C8/10 - 5 cm folie polietilena 2mm strat repartitie - 10 cm umplutura compactata Ic>90%
3 ø 12 57
25
20
10
50
2 ø 8 56
30 60
2 -0.12
116GQ 283
75
50
3 ø 12 57
2.70
-1.65
15
10 15 7
1
30
15
60
-0.60
1.05
C8/10
placa suport pardoseala b.a.- 10 cm folie polietilena 2mm strat repartitie - 10 cm umplutura compactata Ic>90%
-1.65
30
40
20
dop bitum
15
1.10
20
10
20
-1.65 15
-0.35
21 4 ø 12
6 ø 8 L=81cm
20
C8/10
60
etr ø 8 /20 6
7 etr ø 8 /20
15
7 ø 8 L=141cm
3 ø 12 8
37 27 ø 8 L=85cm
91
116GQ 283
-0.55
10
10
10
-0.35
25
ø 8 /20 37
L6
15
116GQ 283
38 5 ø 8 L=111cm
30 60
hidroizolatie rigida -0.05
3 ø 12 8
placa suport pardoseala b.a.- 10 cm polistiren extrudat 10cm beton egalizare C8/10 - 5 cm folie polietilena 2mm strat repartitie - 10 cm umplutura compactata Ic>90%
C8/10
2.85
15
6
5
7 etr ø 8 /20
30
10 10
-0.12
30
15
10 15
38 ø 8 /20
10
40
C8/10
91
30
75
10 15
55 2 ø 8
30
20
15
7 ø 8 L=141cm
hidroizolatie rigida
15
-0.55
7 etr ø 8 /20
3 ø 12 8
30
60
50 10 15
20
-0.45
116GQ 283
38 13 ø 8 L=111cm
10
15
Sectiune 7 - 7 sc. 1:20
3 ø 12 8
7 ø 8 L=141cm
40
30
30
116GQ 283
etr ø 8 /20 7
-0.05
-0.12
55 2 ø 8
10 30
5
-0.05
3 ø 12 8
5
50 15
10
10
15
91
91
60
-0.12
10
38 8 ø 8 L=111cm 38 24 ø 8 L=111cm
40
18 ø 8 L=235cm
87
60
3 ø 12 8
placa suport pardoseala b.a.- 10 cm polistiren extrudat 10cm beton egalizare C8/10 - 5 cm folie polietilena 2mm strat repartitie - 10 cm umplutura compactata Ic>90%
20
C8/10
15
30
1.10
ø 8 /20 38
116GQ 283
-0.12
-1.65
37 24 ø 8 L=85cm
30
C8/10
10
40
10
20 10
15 ø 8 L=40cm
11 3 ø 12
10
95 1.10
20
10
C8/10
15
-0.55
52 2 ø 8
20
20
20 40
hidroizolatie rigida
10
10
10
-0.05
38 ø 8 /20
10
20
20
2.60
75
4
-0.05
7 etr ø 8 /20 etr ø 8 /20 7
7 ø 8 L=141cm
dop bitum
16 3 ø 12
-2.10
3 ø 12 54
3 ø 12 54
15 agr. ø 8 /25
etr ø 8 /20 18
-1.00
116GQ 283 -0.05 3 ø 12 11 53 2 ø 8
25
20
3
10
10
15 14 ø 8 L=40cm
-0.90
2
ø 8 /20 38
116GQ 283
30 60
17 4 ø 8
10 20
-0.12
ø 8 /20
75
15
5
hidroizolatie rigida 37
3 ø 12 16
30
60
Sectiune 6 - 6 sc. 1:20
1 -0.05
30
3.90
60
30
15
50
30
15
10
30
30
15
10 15 7
15
-1.65
10 15 7
30
15
-0.60
20
-1.65
C8/10
10 1 15 0
1.10
60
7 ø 8 L=141cm
40
10
20
10
10
20
7 ø 8 L=141cm
40
10 10
bitum
placa suport pardoseala b.a.- 10 cm folie polietilena 2mm strat repartitie - 10 cm umplutura compactata Ic>90%
20
C8/10 37 10 ø 8 L=85cm
-1.65
-0.35
21 4 ø 12 dop -0.45
6 etr ø 8 /20
C8/10
20
91
38 11 ø 8 L=111cm
116GQ 283
-0.35
3 ø 12 8
10
40
1.10
C8/10
7 ø 8 L=141cm
20
7 etr ø 8 /20
3 ø 12 8
55 2 ø 8 rost 5cm
25
placa suport pardoseala b.a.- 10 cm polistiren extrudat 10cm beton egalizare C8/10 - 5 cm folie polietilena 2mm strat repartitie - 10 cm umplutura compactata Ic>90%
7 etr ø 8 /20
1.05
-0.55
7 etr ø 8 /20
3 ø 12 8
3 ø 12 8
15
5
-0.55
10
5 10
-0.55
hidroizolatie rigida
37 ø 8 /20
116GQ 283 -0.12
-0.05
6 ø 8 L=81cm
55 2 ø 8
10 15
-0.12
5
-0.05
3 ø 12 8
ø 8 /20 38
50 10 15 7
-0.12
116GQ 283
38 ø 8 /20
L6
10
55 2 ø 8
1.10
3 ø 12 8
50 10 15 7
-0.12
hidroizolatie rigida
Sectiune 5 - 5 sc. 1:20
6
50
-0.05
5
Sectiune 4 - 4 sc. 1:20
10 15 7
4
Specificatie
Nume
Semnatura
Proiectat
Ing. Ranja Cristinel Nicolae
Desenat
Ing. Ranja Cristinel Nicolae
h/l= 594 / 841 (0.50m2)
rez. 4/2018
Faza:
Scara:
sc.: 1:20
Sef proiect
Data:
febr. 2018
Proiect nr.
rezistenta :
Titlu plansei :
Detalii fundatii : sect. 4-4, 5-5, 6-6,7-7, 8-8
P.A.C. P.Th. D.E
Nr. plansa:
R2
10
15
10
15
-1.65
30
2.70
15
30
55 2 ø 8
rost 5cm
50 5
10 10
10
10
15
30
30
hidroizolatie rigida 37
Sectiune 8 - 8 sc. 1:20 ø 8 /20
2.60
hidroizolatie rigida 53 2 ø 8
3 ø 12 54
dop bitum
116GQ 283 -0.05
5
-0.55
ø 8 /20 38
-0.55
7 etr ø 8 /20
30
15
60
30
30 2.70
1.10
7 ø 8 L=141cm
10
Categoria de importanta a constructiei, conform HGR 766/1997:D Clasa de importanta conform P100-1/2013-IV. 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, R8 Nume
15 30
60
Semnatura
cerinta
Referat nr./data
PROIECTANT DE SPECIALITATE
Expertiza nr./data
BENEFICIAR
I.I. RANJA CRISTINEL NICOLAE C.U.I. 33918286, Tg. Neamt, jud. Neamt, Tel. 0744246684, email: [email protected]
10
15
30
40
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
PROIECTANT GENERAL
-1.65 30
20
91
-1.65 15
75
Beton: conform SR EN 206-1 Clasa de beton - C8/10 în fundații, C8/10 în egalizare - C16/20 în elevații, placi b.a.- suport pardoseala Clasa de expunere - XC2, XC4+XF1 Clasa de cloruri - Cl 0.20, Ciment: CEM II/A-LL 42.5R Ø max - 31 mm Consistența - S3 Armătura: PC52, OB37 Acoperirea cu beton: 2.5 cm în grinzi și 5 cm în fundații
Verificator
C8/10
1.10
40
38 24 ø 8 L=111cm 10
60
10
15
20
10
37 24 ø 8 L=85cm
20
10
7 ø 8 L=141cm
40
C8/10
10
1.10
20
3 ø 12 54 20
7 ø 8 L=141cm
placa suport pardoseala b.a.- 10 cm polistiren extrudat 10cm beton egalizare C8/10 - 5 cm folie polietilena 2mm strat repartitie - 10 cm umplutura compactata Ic>90%
3 ø 12 57
25
20
10
50
2 ø 8 56
30 60
2 -0.12
116GQ 283
75
50
3 ø 12 57
2.70
-1.65
15
10 15 7
1
30
15
60
-0.60
1.05
C8/10
placa suport pardoseala b.a.- 10 cm folie polietilena 2mm strat repartitie - 10 cm umplutura compactata Ic>90%
-1.65
30
40
20
dop bitum
15
1.10
20
10
20
-1.65 15
-0.35
21 4 ø 12
6 ø 8 L=81cm
20
C8/10
60
etr ø 8 /20 6
7 etr ø 8 /20
15
7 ø 8 L=141cm
3 ø 12 8
37 27 ø 8 L=85cm
91
116GQ 283
-0.55
10
10
10
-0.35
25
ø 8 /20 37
L6
15
116GQ 283
38 5 ø 8 L=111cm
30 60
hidroizolatie rigida -0.05
3 ø 12 8
placa suport pardoseala b.a.- 10 cm polistiren extrudat 10cm beton egalizare C8/10 - 5 cm folie polietilena 2mm strat repartitie - 10 cm umplutura compactata Ic>90%
C8/10
2.85
15
6
5
7 etr ø 8 /20
30
10 10
-0.12
30
15
10 15
38 ø 8 /20
10
40
C8/10
91
30
75
10 15
55 2 ø 8
30
20
15
7 ø 8 L=141cm
hidroizolatie rigida
15
-0.55
7 etr ø 8 /20
3 ø 12 8
30
60
50 10 15
20
-0.45
116GQ 283
38 13 ø 8 L=111cm
10
15
Sectiune 7 - 7 sc. 1:20
3 ø 12 8
7 ø 8 L=141cm
40
30
30
116GQ 283
etr ø 8 /20 7
-0.05
-0.12
55 2 ø 8
10 30
5
-0.05
3 ø 12 8
5
50 15
10
10
15
91
91
60
-0.12
10
38 8 ø 8 L=111cm 38 24 ø 8 L=111cm
40
18 ø 8 L=235cm
87
60
3 ø 12 8
placa suport pardoseala b.a.- 10 cm polistiren extrudat 10cm beton egalizare C8/10 - 5 cm folie polietilena 2mm strat repartitie - 10 cm umplutura compactata Ic>90%
20
C8/10
15
30
1.10
ø 8 /20 38
116GQ 283
-0.12
-1.65
37 24 ø 8 L=85cm
30
C8/10
10
40
10
20 10
15 ø 8 L=40cm
11 3 ø 12
10
95 1.10
20
10
C8/10
15
-0.55
52 2 ø 8
20
20
20 40
hidroizolatie rigida
10
10
10
-0.05
38 ø 8 /20
10
20
20
2.60
75
4
-0.05
7 etr ø 8 /20 etr ø 8 /20 7
7 ø 8 L=141cm
dop bitum
16 3 ø 12
-2.10
3 ø 12 54
3 ø 12 54
15 agr. ø 8 /25
etr ø 8 /20 18
-1.00
116GQ 283 -0.05 3 ø 12 11 53 2 ø 8
25
20
3
10
10
15 14 ø 8 L=40cm
-0.90
2
ø 8 /20 38
116GQ 283
30 60
17 4 ø 8
10 20
-0.12
ø 8 /20
75
15
5
hidroizolatie rigida 37
3 ø 12 16
30
60
Sectiune 6 - 6 sc. 1:20
1 -0.05
30
3.90
60
30
15
50
30
15
10
30
30
15
10 15 7
15
-1.65
10 15 7
30
15
-0.60
20
-1.65
C8/10
10 1 15 0
1.10
60
7 ø 8 L=141cm
40
10
20
10
10
20
7 ø 8 L=141cm
40
10 10
bitum
placa suport pardoseala b.a.- 10 cm folie polietilena 2mm strat repartitie - 10 cm umplutura compactata Ic>90%
20
C8/10 37 10 ø 8 L=85cm
-1.65
-0.35
21 4 ø 12 dop -0.45
6 etr ø 8 /20
C8/10
20
91
38 11 ø 8 L=111cm
116GQ 283
-0.35
3 ø 12 8
10
40
1.10
C8/10
7 ø 8 L=141cm
20
7 etr ø 8 /20
3 ø 12 8
55 2 ø 8 rost 5cm
25
placa suport pardoseala b.a.- 10 cm polistiren extrudat 10cm beton egalizare C8/10 - 5 cm folie polietilena 2mm strat repartitie - 10 cm umplutura compactata Ic>90%
7 etr ø 8 /20
1.05
-0.55
7 etr ø 8 /20
3 ø 12 8
3 ø 12 8
15
5
-0.55
10
5 10
-0.55
hidroizolatie rigida
37 ø 8 /20
116GQ 283 -0.12
-0.05
6 ø 8 L=81cm
55 2 ø 8
10 15
-0.12
5
-0.05
3 ø 12 8
ø 8 /20 38
50 10 15 7
-0.12
116GQ 283
38 ø 8 /20
L6
10
55 2 ø 8
1.10
3 ø 12 8
50 10 15 7
-0.12
hidroizolatie rigida
Sectiune 5 - 5 sc. 1:20
6
50
-0.05
5
Sectiune 4 - 4 sc. 1:20
10 15 7
4
Specificatie
Nume
Semnatura
Proiectat
Ing. Ranja Cristinel Nicolae
Desenat
Ing. Ranja Cristinel Nicolae
h/l= 594 / 841 (0.50m2)
rez. 4/2018
Faza:
Scara:
sc.: 1:20
Sef proiect
Data:
febr. 2018
Proiect nr.
rezistenta :
Titlu plansei :
Detalii fundatii : sect. 4-4, 5-5, 6-6,7-7, 8-8
P.A.C. P.Th. D.E
Nr. plansa:
R2
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