r-c4-1-g2

ScaraSef proiect

Revizia nr. Plan nr. R-C4-1-G2

Proiectat

Faza:

S.C. ALFA PROIECT & CONSULTING S.R.L.

Verificat Referat de verificare nr. ......... / 2014

Verificat

Tel:031/4172415 Mobil:0727/753763Sos. Colentina,Nr.26,Bl.64,Sc.B2,Et.6

C.U.I.18135280;R.C.J40/19291/2005

40 /2/ 2012Proiect nr.

Ing. Bogdan Guleac Cerinta: A1,A2

Adresa : strada Tabla Butii, nr. 5, sat Gheaba, comuna Maneciu, Judet PRAHOVA

Consolidare, extinderere si supraetajare corp C4

Ing.Susman Sebastian

Ing. Macinic Florin

1:50

Expert Raport de expertiza nr. ......... / 2013Ing. Bogdan Guleac

Desenat

Ing. Macinic Florin

Ing. Mihnea Costache

+6.25

+5.80

????

49

????

47

Sectiune 1-1Scara 1:20

25

45

????

48

99

3 etr.?8/10/20,L=2.35m, PC52

7

9

????

45

60

????

50

???

46

3114

+3.40

+2.95

????

52

????

51


25

45

????

47

3114

39

1 etr.?10/10/20,L=1.45m, PC52

10

10

19

39

1 etr.?10/10/20,L=1.45m, PC52

10

10

19

+6.25

+5.80

????

62

????

61


2545

3114

+6.25

+5.75

????

57

????

61


25

50

3614

+3.40

+2.95

????

67

????

66


25

45

????

63

3114

????

68

????

66


25

50

3614

+3.40

+2.90

????

35


25

50

3614

+3.40

+2.90

????

68

????

58????

59+6.25

+5.75

????

57

????

61


25

50

3614

????

60

????

64

????

68????

69

????

65

44

2 etr.?10/10/20,L=1.55m, PC52

1010

19

44

2 etr.?10/10/20,L=1.55m, PC52

1010

19

39

1 etr.?10/10/20,L=1.45m, PC52

10

10

19

39

1 etr.?10/10/20,L=1.45m, PC52

10

10

19

R=5d

DETALII FASONARE ARMATURILONGITUDINALE

scara 1:5

DETALII FASONARE ARMATURITRANSVERSALE

scara 1:5

R=4dbl

10d

d

2 31

+3.40

+6.25

PLAN COFRAJ SI ARMARE GRINZI AX BScara 1:50

25 15 262 6 580 25 25

21 300 640 21982

40 262 50 50

2 31

25 15 262 6 25 19 580 25 25

21 300 640 21982

40 262 50 50

975 40

2?16, L=10.55 m, PC5261

40

345

55 403?14, L=4.55 m, PC5262

673

45 55

4?14, L=7.90 m, PC5257

2101?14, L=2.50 m, PC5258

40 15 40236

1?16, L=2.90 m, PC5260

154201?18, L=4.35 m, PC5259

975 40

2?16, L=10.55 m, PC5266

40

345

60 60

2?16, L=4.65 m, PC5267

673

60 60

2?16, L=7.93 m, PC5268

2052?14, L=2.45 m, PC5263

40 15 40236

2?18, L=2.90 m, PC5265

154102?18, L=4.25 m, PC5264

673

60 60

1?18, L=7.93 m, PC5269

80

95

etr. ????1026buc.

1

205etr. ????10

21buc.2

205 170etr. ????20

8buc.2etr. ????10

21buc.2etr. ????10

26buc.1

205etr. ????10

21buc.2

205 170etr. ????20

8buc.2etr. ????10

21buc.2

1

1

2

2

3

3

1

1

2

2

3

3

a 2???L=0.40

a

2???L=0.40

aa

25 19

1a 1

+3.40

+6.25

PLAN COFRAJ SI ARMARE GRINDA ACOPERIS AX A3Scara 1:50

25 15 324 25 15

20 344 21 19404

1a 1

25 15 324 25 15

20 344 21 19404

40 40

399

50 50

2?14, L=4.99 m, PC5249

399 40

2?14, L=4.79 m, PC52

40

47

399 40

1?12, L=4.79 m, PC52

40

48

399

60 60

2?16, L=5.18 m, PC5252

399 40

2?16, L=4.79 m, PC52

40

51

399 40

1?14, L=4.79 m, PC52

40

47

105 105etr. ????20

5buc.1 etr. ????20

5buc.1 etr. ????20

5buc.1

105 105114etr. ????10

11buc.1 etr. ????20

5buc.1 etr. ????10

11buc.1

40020 20

4?12, L=4.40 m, PC5245

20 20

2??, L=4.40 m, PC5246

11440 42

etr. ????1011buc.

3 etr. ????205buc.

3 etr. ????1011buc.

3

399

50 50

1?12, L=4.99 m, PC5250

1

1

1

1

a 2???L=0.40

a

a 2???L=0.40

a

6045

40

ab

DETALIU ANCORARESPECIALA GRINZI

scara 1:5

d

>12

d

?

?

?

?

?

?

>2.5dEtrieri dupa armaturalongitudinala a stalpului

Armaturi pentruancorare speciala

a

3.5

2 31

+6.61

PLAN COFRAJ SI ARMARE GRINDA ACOPERIS AX A-A2Scara 1:50

25 282 25 625 25

21 300 640 21

25 277 25 105 25

982

975 40

2?16, L=10.55 m, PC5238

40

326

45 452?14, L=4.16 m, PC5239

669

45 452?18, L=7.90 m, PC5240

2 31

+6.61

PLAN COFRAJ SI ARMARE GRINDA ACOPERIS AX A2-A3Scara 1:50

25 282 25 625 25

21 300 640 21

25 282 25 25

982

975 40

2?14, L=10.55 m, PC5242

40

326

45 452?14, L=4.16 m, PC5239

669

45 452?16, L=7.90 m, PC5243

5351?16, L=5.90 m, PC5241

40 15

45 451?14, L=7.59 m, PC5244

105420etr. ????10

11buc.etr. ????10

11buc.etr. ????10

28buc.1 etr. ????20

20buc.

100 105420etr. ????10

11buc.etr. ????10

11buc.etr. ????10

28buc.etr. ????20

20buc.

1 1 1

1 1 1 1

1

1

2

2

1

1

2

2

3

3

a 2???L=0.40

a

40

a 2???L=0.40

a

+6.61

+6.11

????

????


25

+6.61

+6.11

????

????


25

10

10

19

+6.61

+6.11

????

????


25

+6.61

+6.11

????


25

????

????

????????

+6.61

+6.11

????


25????

????

10

10

19

2 31

+6.61

PLAN COFRAJ SI ARMARE GRINDA ACOPERIS AX A3-BScara 1:50

25 282 25 625 25

21 300 640 21982

975 40

2?14, L=10.55 m, PC5254

40

326

45 452?14, L=4.16 m, PC5255

669

45 452?16, L=7.90 m, PC5256

5351?14, L=5.90 m, PC5253

40 15

45 451?14, L=7.59 m, PC5257

25 282 25 100 25105420etr. ????10

11buc.etr. ????10

11buc.etr. ????10

28buc.1 etr. ????20

20buc.1 1 1

1

1

2

2

3

3

+6.61

+6.11

????

????


25

+6.61

+6.11

????


25

????

????

????????

+6.61

+6.11

????


25????

????

10

10

19

Beton : C20/25 ;CL 02Otel : PC 52;

Data: 09.2014

Beneficiar : Consiliul Local Maneciu prin administrator Liceul Tehnologic Maneciu

1.Conform legii constructorul este obligat sa anunte proiectantul in legatura cu orice necorcondanta dupa verificarea cu atentie a planurilor de executie;

2. RTE-ul va intocmi proceduri tehnice de executie pentru fiecare etapa de realizare a lucrarilorde executie si consolidare; 3. Barele de armatura se vor fasona la fata locului dupa masurarea in prealabil a dimensiunilor siadaptarea la situatia reala din teren; 4. Pe toata durata de executie a lucrarilor se vor respecta toate NORMELE DE PROTECTIE AMUNCII.

Nota: a)produsele din otel vor respecta specificatiile din STAS 438-1/2012 SI ST 009-2011; b)Pentru executarea lucrarilor de beton armat se va utila caietul de sarcini aferent proiectului sispecificatiile din NE012/2 NORMATIV PENTRU PRODUCEREA BETONULUI SI EXECUTAREA????????????????????????????????????????????????????????

?????????????????????????????????????????

c) Cantitatile de lucrari se vor deconta pe baza masuratorilor reale ;

PLAN COFRAJ SI ARMAREGRINZI CORP C4-1. SECTIUNI

15

15

15 15

15 15

1515

r-c4-1-g2

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