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EXTRAS DE ARMATURA TITLU PLANSA O Nr . LUNGIMI IN ML . P M O bare A UNEI B PC52 L asem. BARE 8 10 12 20 25 p 1 20 4 7.50 30.00 p 2 20 4 7.20 28.80 p 3 20 4 10.80 43.20 p 4 12 16 11.80 188.80 p 5 10 8 11.10 88.80 p 6 20 2 10.10 20.20 p 7 25 2 10.10 20.20 p 8 20 2 7.30 14.60 p 9 25 2 7.30 14.60 p 10 20 2 7.80 15.60 p 11 25 2 7.80 15.60 p 12 10 100 3.30 330.00 p 13 10 100 3.10 310.00 p 14 10 100 2.55 255.00 p 15 20 3 9.80 29.40 p 16 20 3 7.00 21.00 p 17 20 3 6.80 20.40 p 18 25 1 5.40 5.40 p 19 25 2 4.10 8.20 p 20 25 1 2.50 2.50 p 21 20 2 6.70 13.40 p 22 20 2 6.60 13.20 p 23 20 2 9.70 19.40 p 24 10 155 1.50 232.50 p 25 8 100 0.65 65.00 p 26 p 27 LUNGIMI / O 65.00 1216.30 188.80 269.20 66.50 GREUTATE / ML . 0.395 0.617 0.888 2.47 3.86 GREUTATE / O 26 751 168 665 257 TOTAL GREUTATE 1867

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  • EXTRAS DE ARMATURA

    TITLU PLANSA

    O Nr . LUNGIMI IN ML .

    P M O bare A UNEIOB37 PC52

    L asem. BARE 8 10 12 20 25

    p 1 20 4 7.50 30.00

    p 2 20 4 7.20 28.80

    p 3 20 4 10.80 43.20

    p 4 12 16 11.80 188.80

    p 5 10 8 11.10 88.80

    p 6 20 2 10.10 20.20

    p 7 25 2 10.10 20.20

    p 8 20 2 7.30 14.60

    p 9 25 2 7.30 14.60

    p 10 20 2 7.80 15.60

    p 11 25 2 7.80 15.60

    p 12 10 100 3.30 330.00

    p 13 10 100 3.10 310.00

    p 14 10 100 2.55 255.00

    p 15 20 3 9.80 29.40

    p 16 20 3 7.00 21.00

    p 17 20 3 6.80 20.40

    p 18 25 1 5.40 5.40

    p 19 25 2 4.10 8.20

    p 20 25 1 2.50 2.50

    p 21 20 2 6.70 13.40

    p 22 20 2 6.60 13.20

    p 23 20 2 9.70 19.40

    p 24 10 155 1.50 232.50

    p 25 8 100 0.65 65.00

    p 26

    p 27

    LUNGIMI / O 65.00 1216.30 188.80 269.20 66.50

    GREUTATE / ML . 0.395 0.617 0.888 2.47 3.86

    GREUTATE / O 26 751 168 665 257

    TOTAL GREUTATE 1867

  • EXTRAS DE ARMATURATITLU PLANSA

    O Nr . LUNGIMI IN ML .P M O bare A UNEI OB37 PC52L asem. BARE 8 14 16 20P 1 16 20 4.50 90.00P 2 16 16 5.80 92.80P 3 20 4 5.80 23.20P 4 14 4 5.80 23.20O 5 8 35 1.70 59.50O 6 8 35 1.05 36.75O 7 8 35 1.60 56.00O 8 8 35 0.95 33.25O 9 8 46 1.60 73.60O 10 8 46 1.70 78.20O 11 8 46 1.50 69.00O 12 8 46 2.30 105.80O 13 8 46 0.40 18.40O 14O 15

    LUNGIMI / O 530.50 23.20 182.80 23.20GREUTATE / ML . 0.395 1.21 1.58 2.47GREUTATE / O 210 29 289 58TOTAL GREUTATE 210 376

  • EXTRAS DE ARMATURATITLU PLANSA

    O Nr . LUNGIMI IN ML .P M O bare A UNEI OB37 PC52L asem. BARE 10 12 16 20 25 28p 1 28 2 7.30 14.60p 2 20 1 2.70 2.70p 3 28 1 2.85 2.85p 4 25 2 7.30 14.60p 5 20 1 7.30 7.30p 6 28 4 10.30 41.20p 7 28 4 4.15 16.60p 8 28 4 4.05 16.20O 9 12 2 8.30 16.60p 10 25 2 10.30 20.60O 11 12 46 1.70 78.20O 12 10 30 0.70 21.00O 13 12 68 2.10 142.80p 14 16 4 1.80 7.20O 15 10 54 1.65 89.10O 16 10 41 0.60 24.60O 17O 18O 19

    LUNGIMI / O 134.70 237.60 7.20 10.00 35.20 91.45GREUTATE / ML . 0.617 0.888 1.58 2.47 3.86 4.84GREUTATE / O 84 211 12 25 136 443TOTAL GREUTATE 295 616

  • EXTRAS DE ARMATURATITLU PLANSA

    O Nr . LUNGIMI IN ML .P M O bare A UNEI OB37 PC52L asem. BARE 8 10 16 20p 1 16 6 5.95 35.70p 2 16 6 5.20 31.20O 3 8 64 1.20 76.80p 4 20 4 6.95 27.80p 5 20 2 2.50 5.00p 6 16 1 6.95 6.95O 7 10 44 1.45 63.80O 8O 9

    LUNGIMI / O 76.80 63.80 73.85 32.80GREUTATE / ML . 0.395 0.617 1.58 2.47GREUTATE / O 31 40 117 82TOTAL GREUTATE 71 199

  • EXTRAS DE ARMATURATITLU PLANSA

    O Nr . LUNGIMI IN ML .P M O bare A UNEI OB37 PC52L asem. BARE 8 14p 1 14 6 4.20 25.20p 2 14 6 4.30 25.80p 3 14 8 2.25 18.00O 4 8 40 1.30 52.00O 5 8 16 0.85 13.60O 6

    LUNGIMI / O 65.60 69.00GREUTATE / ML . 0.395 1.21GREUTATE / O 26 84TOTAL GREUTATE 26 84

  • EXTRAS DE ARMATURATITLU PLANSA

    O Nr . LUNGIMI IN ML .P M O bare A UNEI B PC52L asem. BARE 8 10 12 16 20 25 28p 1 25 2 8.50 17.00p 2 25 3 12.00 36.00p 3 20 2 8.50 17.00p 4 25 2 10.50 21.00p 5 12 12 6.90 82.80p 6 12 12 12.00 144.00p 7 10 4 5.80 23.20p 8 12 4 11.00 44.00p 9 20 4 7.10 28.40p 10 28 2 11.50 23.00p 11 25 2 11.50 23.00p 12 28 5 12.00 60.00p 13 10 26 3.90 101.40p 14 10 30 3.05 91.50p 15 10 30 2.50 75.00p 16 12 108 2.20 237.60p 17 12 74 3.35 247.90p 18 12 74 2.80 207.20p 19 8 10 2.50 25.00p 20 10 20 2.85 57.00p 21 10 75 1.40 105.00p 22 8 21 1.30 27.30p 23 16 6 4.95 29.70p 24 20 4 10.00 40.00p 25 16 2 10.00 20.00p 26 8 74 0.80 59.20p 27 8 30 0.65 19.50p 28 8 10 0.35 3.50p 29p 30

    LUNGIMI / O 134.50 453.10 963.50 49.70 85.40 97.00 83.00GREUTATE / ML . 0.395 0.617 0.888 1.58 2.47 3.86 4.84GREUTATE / O 54 280 856 79 211 375 402TOTAL GREUTATE 2257

  • EXTRAS DE ARMATURATITLU PLANSA

    O Nr . LUNGIMI IN ML .P M O bare A UNEI B PC52L asem. BARE 8 10 12 16 20 25p 1 25 2 10.50 21.00p 2 20 2 10.50 21.00p 3 25 2 9.60 19.20p 4 20 2 9.60 19.20p 5 12 12 8.20 98.40p 6 12 12 11.30 135.60p 7 10 4 5.80 23.20p 8 10 4 10.80 43.20p 9 20 4 7.30 29.20p 10 20 2 12.00 24.00p 11 25 2 12.00 24.00p 12 10 104 2.95 306.80p 13 10 85 3.90 331.50p 14 10 80 3.05 244.00p 15 10 80 2.50 200.00p 16 8 10 2.50 25.00p 17 8 10 7.00 70.00p 18 16 6 6.90 41.40p 19 20 4 11.90 47.60p 20 16 2 11.90 23.80p 21 8 62 1.40 86.80p 22 10 44 1.40 61.60p 23 8 80 0.65 52.00p 24 8 60 0.40 24.00p 25 16 4 4.55 18.20p 26 12 8 4.45 35.60p 27 10 4 2.70 10.80p 28 16 4 4.00 16.00p 29 8 10 3.10 31.00p 30 16 6 3.80 22.80p 31 10 14 3.30 46.20p 32 10 13 2.80 36.40p 33 8 14 0.55 7.70p 34p 35

    LUNGIMI / O 296.50 1303.70 269.60 122.20 141.00 64.20GREUTATE / ML . 0.395 0.617 0.888 1.58 2.47 3.86GREUTATE / O 118 805 240 194 349 248TOTAL GREUTATE 1954

  • EXTRAS DE ARMATURATITLU PLANSA

    O Nr . LUNGIMI IN ML .P M O bare A UNEI B PC52L asem. BARE 8 10 12 14 16 20 25p 1 25 2 4.60 9.20p 2 20 2 4.60 9.20p 3 25 2 9.60 19.20p 4 20 2 9.60 19.20p 5 12 28 7.60 212.80p 6 12 12 6.60 79.20p 7 10 4 10.70 42.80p 8 20 2 11.90 23.80p 9 25 2 11.90 23.80p 10 10 44 2.95 129.80p 11 8 10 6.20 62.00p 12 20 4 11.75 47.00p 13 16 2 11.75 23.50p 14 10 55 3.05 167.75p 15 10 55 2.50 137.50p 16 14 70 4.70 329.00p 17 10 25 3.90 97.50p 18 8 25 1.40 35.00p 19 10 32 1.40 44.80p 20 8 50 0.65 32.50p 21 8 30 0.40 12.00p 22p 23p 24

    LUNGIMI / O 141.50 620.15 292.00 329.00 23.50 99.20 52.20GREUTATE / ML . 0.395 0.617 0.888 1.21 1.58 2.47 3.86GREUTATE / O 56 383 260 399 38 246 202TOTAL GREUTATE 1584

  • EXTRAS DE ARMATURATITLU PLANSA

    O Nr . LUNGIMI IN ML .P M O bare A UNEI B PC52L asem. BARE 8 10 12 16 20p 1 20 4 6.30 25.20p 2 20 4 9.60 38.40p 3 12 12 9.20 110.40p 4 12 12 6.60 79.20p 5 10 4 12.00 48.00p 6 20 4 9.30 37.20p 7 20 4 5.90 23.60p 8 8 10 2.70 27.00p 9 8 10 6.20 62.00p 10 10 64 2.95 188.80p 11 10 10 2.15 21.50p 12 12 6 1.50 9.00p 13 10 28 3.50 98.00p 14 10 60 3.05 183.00p 15 10 60 2.50 150.00p 16 12 3 1.90 5.70p 17 16 6 3.40 20.40p 18 16 6 7.00 42.00p 19 8 52 1.40 72.80p 20 8 50 0.65 32.50p 21 8 40 0.40 16.00p 22p 23

    LUNGIMI / O 210.30 689.30 204.30 62.40 124.40GREUTATE / ML . 0.395 0.617 0.888 1.58 2.47GREUTATE / O 84 426 182 99 308TOTAL GREUTATE 1099

  • EXTRAS DE ARMATURATITLU PLANSA

    O Nr . LUNGIMI IN ML .P M O bare A UNEI B PC52L asem. BARE 8 10 12 16 20 25p 1 25 3 12.00 36.00p 2 25 3 11.60 34.80p 3 20 2 8.50 17.00p 4 20 2 12.00 24.00p 5 20 2 5.60 11.20p 6 25 2 10.30 20.60p 7 20 2 10.30 20.60p 8 20 4 4.20 16.80p 9 20 4 4.90 19.60p 10 12 12 11.00 132.00p 11 12 12 12.00 144.00p 12 10 12 13.00 156.00p 13 10 12 4.60 55.20p 14 10 8 10.70 85.60p 15 10 4 12.00 48.00p 16 10 4 3.00 12.00p 17 20 5 10.00 50.00p 18 20 5 7.20 36.00p 19 20 5 7.50 37.50p 20 20 4 7.40 29.60p 21 20 4 7.20 28.80p 22 20 4 4.30 17.20p 23 12 110 2.15 236.50p 24 10 110 2.15 236.50p 25 12 100 3.25 325.00p 26 10 100 2.80 280.00p 27 10 70 3.10 217.00p 28 10 70 2.55 178.50p 29 10 75 3.90 292.50p 30 10 260 2.95 767.00p 31 8 10 5.20 52.00p 32 8 30 4.90 147.00p 33 8 10 8.30 83.00p 34 8 10 3.00 30.00p 35 16 3 9.90 29.70p 36 16 9 7.00 63.00p 37 16 3 6.90 20.70p 38 16 6 3.90 23.40p 39 16 3 6.00 18.00p 40 16 3 7.80 23.40p 41 16 6 6.60 39.60p 42 16 3 9.00 27.00p 43 8 170 1.40 238.00p 44 8 100 0.80 80.00p 45 8 70 0.65 45.50p 46 8 100 0.40 40.00p 47p 48

  • EXTRAS DE ARMATURATITLU PLANSA

    O Nr . LUNGIMI IN ML .P M O bare A UNEI B PC52L asem. BARE 8 10 12 20 25p 1 20 4 7.50 30.00p 2 20 12 7.20 86.40p 3 25 4 7.20 28.80p 4 20 4 7.50 30.00p 5 12 8 11.80 94.40p 6 10 12 10.50 126.00p 7 10 12 7.20 86.40p 8 10 12 12.00 144.00p 9 20 2 10.10 20.20p 10 25 2 10.10 20.20p 11 20 6 7.30 43.80p 12 25 6 7.30 43.80p 13 20 4 10.10 40.40p 14 10 100 3.30 330.00p 15 10 170 3.05 518.50p 16 10 170 2.50 425.00p 17 10 70 3.90 273.00p 18 10 92 2.95 271.40p 19 8 10 6.90 69.00p 20 8 10 3.80 38.00p 21 10 227 1.50 340.50p 22 20 6 9.80 58.80p 23 20 9 7.00 63.00p 24 25 1 5.40 5.40p 25 25 3 4.10 12.30p 26 20 1 4.40 4.40p 27 20 1 5.50 5.50p 28 20 4 6.70 26.80p 29 20 8 6.60 52.80p 30 8 150 0.65 97.50p 31 8 30 0.45 13.50p 32p 33

    LUNGIMI / O 218.00 2514.80 94.40 462.10 110.50GREUTATE / ML . 0.395 0.617 0.888 2.47 3.86GREUTATE / O 87 1552 84 1142 427TOTAL GREUTATE 3292

  • EXTRAS DE ARMATURATITLU PLANSA

    O Nr . LUNGIMI IN ML .P M O bare A UNEI OB37 PC52L asem. BARE 10 16 20 25p 1 16 6 2.65 15.90p 2 16 6 4.20 25.20p 3 16 6 5.70 34.20p 4 20 3 6.70 20.10p 5 20 2 2.45 4.90p 6 25 2 6.70 13.40O 7 10 40 1.40 56.00O 8 10 38 1.30 49.40O 9 10 42 1.50 63.00O 10

    LUNGIMI / O 168.40 75.30 25.00 13.40GREUTATE / ML . 0.617 1.58 2.47 3.86GREUTATE / O 104 119 62 52TOTAL GREUTATE 104 233

  • EXTRAS DE ARMATURATITLU PLANSA

    O Nr . LUNGIMI IN ML .P M O bare A UNEI OB37 PC52L asem. BARE 8 10 16 20p 1 20 4 3.30 13.20p 2 16 4 3.30 13.20p 3 16 4 4.00 16.00p 4 16 12 4.60 55.20p 5 20 8 4.60 36.80p 6 16 4 5.75 23.00O 7 10 28 1.45 40.60O 8 8 28 1.15 32.20O 9 8 200 1.00 200.00O 10 10 76 1.25 95.00O 11O 12

    LUNGIMI / O 232.20 135.60 107.40 50.00GREUTATE / ML . 0.395 0.617 1.58 2.47GREUTATE / O 92 84 170 124TOTAL GREUTATE 176 294

  • EXTRAS DE ARMATURATITLU PLANSA

    O Nr . LUNGIMI IN ML .P M O bare A UNEI OB37 PC52L asem. BARE 8 12 16 20p 1 16 36 1.60 57.60p 2 20 4 1.80 7.20p 3 12 72 1.60 115.20O 4 8 150 1.00 150.00O 5 8 3 1.20 3.60O 6O 7

    LUNGIMI / O 153.60 115.20 57.60 7.20GREUTATE / ML . 0.395 0.888 1.58 2.47GREUTATE / O 61 103 92 18TOTAL GREUTATE 61 213

  • EXTRAS DE ARMATURATITLU PLANSA

    O Nr . LUNGIMI IN ML .P M O bare A UNEI OB37 PC52L asem. BARE 8 16p 1 16 6 5.95 35.70p 2 16 6 5.20 31.20O 3 8 64 1.20 76.80O 4

    LUNGIMI / O 76.80 66.90GREUTATE / ML . 0.395 1.58GREUTATE / O 31 106TOTAL GREUTATE 31 106

  • EXTRAS DE ARMATURATITLU PLANSA

    O Nr . LUNGIMI IN ML .P M O bare A UNEI OB37 PC52L asem. BARE 8 10 16p 1 16 20 4.60 92.00O 2 8 31 1.70 52.70O 3 8 31 1.05 32.55O 4 10 31 1.60 49.60O 5 8 31 0.95 29.45O 6

    LUNGIMI / O 114.70 49.60 92.00GREUTATE / ML . 0.395 0.617 1.58GREUTATE / O 46 31 146TOTAL GREUTATE 77 146

  • EXTRAS DE ARMATURATITLU PLANSA

    O Nr . LUNGIMI IN ML .P M O bare A UNEI B PC52L asem. BARE 8 10 12p 1 8 28 7.70 215.60p 2 8 70 3.80 266.00p 3 12 50 4.65 232.50p 4 8 12 1.80 21.60p 5 12 40 6.90 276.00p 6 8 40 3.55 142.00p 7 12 90 6.40 576.00p 8 8 60 3.50 210.00p 9 8 30 2.50 75.00p 10 12 44 7.90 347.60p 11 10 32 5.40 172.80p 12 8 30 7.35 220.50p 13 10 30 10.60 318.00p 14 8 500.00p 15 10 510 6.45 3289.50p 16 10 44 9.50 418.00p 17 8 27 6.45 174.15p 18 12 18 5.50 99.00p 19 10 38 9.90 376.20p 20 12 38 6.90 262.20p 21 12 86 6.35 546.10p 22 12 76 6.30 478.80p 23 12 170 7.80 1326.00p 24 12 56 5.10 285.60p 25 8 42 2.20 92.40p 26 8 30 3.10 93.00p 27 10 66 6.80 448.80p 28 12 38 6.80 258.40p 29 8 5 9.50 47.50p 30 10 24 3.45 82.80p 31 12 39 6.40 249.60p 32 10 32 6.50 208.00p 33 12 39 6.40 249.60p 34 12 38 6.90 262.20p 35 10 38 5.50 209.00p 36 10 13 3.35 43.55p 37 12 55 6.25 343.75p 38 10 20 3.45 69.00p 39 10 110 6.35 698.50p 40 10 55 6.45 354.75p 41 10 95 5.00 475.00p 42 10 36 6.90 248.40p 43 8 28 2.30 64.40p 44 10 96 9.55 916.80p 45 10 500 0.70 350.00p 46p 47

    LUNGIMI / O 2122.15 8679.10 5793.35

  • EXTRAS DE ARMATURATITLU PLANSA

    O Nr . LUNGIMI IN ML .P M O bare A UNEI B PC52L asem. BARE 8 10 12P 1 8 76 3.45 262.20P 2 8 28 6.40 179.20P 3 12 8 2.30 18.40P 4 12 12 1.90 22.80P 5 10 52 6.50 338.00P 6 10 34 7.05 239.70P 7 10 56 9.45 529.20P 8 8 58 1.05 60.90P 9 8 58 1.55 89.90P 10 8 10 6.30 63.00P 11 10 60 0.65 39.00P 12

    LUNGIMI / O 655.20 1145.90 41.20GREUTATE / ML . 0.395 0.617 0.888GREUTATE / O 259 708 37TOTAL GREUTATE 1004

  • EXTRAS DE ARMATURATITLU PLANSA

    O Nr . LUNGIMI IN ML .P M O bare A UNEI OB37 PC52L asem. BARE 8 16p 1 16 10 4.60 46.00p 2 16 24 5.20 124.80O 3 8 38 2.10 79.80O 4 8 38 1.15 43.70O 5 8 84 1.50 126.00O 6 8 84 1.60 134.40O 7 8 84 1.00 84.00O 8O 9

    LUNGIMI / O 467.90 170.80GREUTATE / ML . 0.395 1.58GREUTATE / O 185 270TOTAL GREUTATE 185 270

  • EXTRAS DE ARMATURATITLU PLANSA

    O Nr . LUNGIMI IN ML .P M O bare A UNEI B PC52L asem. BARE 8 10 16p 1 16 6 7.80 46.80p 2 10 80 2.85 228.00p 3 8 64 2.30 147.20p 4 16 12 6.60 79.20p 5 8 60 1.30 78.00p 6 8 70 0.35 24.50p 7p 8

    LUNGIMI / O 249.70 228.00 126.00GREUTATE / ML . 0.395 0.617 1.58GREUTATE / O 99 141 200TOTAL GREUTATE 440

  • EXTRAS DE ARMATURATITLU PLANSA

    O Nr . LUNGIMI IN ML .P M O bare A UNEI B PC52L asem. BARE 8 10 12 14p 1 8 250 2.30 575.00p 2 14 230.00p 3 12 300.00p 4 12 200 3.10 620.00p 5 8 900.00p 6 8 300 0.30 90.00p 7 12 260 3.10 806.00p 8 12 26 2.90 75.40p 9 10 40 2.40 96.00p 10p 11

    LUNGIMI / O 1565.00 96.00 1801.40 230.00GREUTATE / ML . 0.395 0.617 0.888 1.21GREUTATE / O 619 60 1600 279TOTAL GREUTATE 2558

  • EXTRAS DE ARMATURATITLU PLANSA

    O Nr . LUNGIMI IN ML .P M O bare A UNEI OB37 PC52L asem. BARE 8 14 16p 1 16 12 4.20 50.40p 2 14 12 4.45 53.40O 3 8 96 1.20 115.20p 4 14 40.00O 5 8 25 0.95 23.75O 6 8 10 1.05 10.50O 7 8 14 1.00 14.00O 8

    LUNGIMI / O 163.45 93.40 50.40GREUTATE / ML . 0.395 1.21 1.58GREUTATE / O 65 114 80TOTAL GREUTATE 65 194

  • EXTRAS DE ARMATURATITLU PLANSA

    O Nr . LUNGIMI IN ML .P M O bare A UNEI B PC52L asem. BARE 8 14p 1 14 160.00p 2 8 240 0.85 204.00p 3p 4

    LUNGIMI / O 204.00 160.00GREUTATE / ML . 0.395 1.21GREUTATE / O 81 194TOTAL GREUTATE 275

  • EXTRAS DE ARMATURATITLU PLANSA

    O Nr . LUNGIMI IN ML .P M O bare A UNEI B PC52L asem. BARE 8 14p 1 14 550.00p 2 8 700 0.85 595.00p 3p 4

    LUNGIMI / O 595.00 550.00GREUTATE / ML . 0.395 1.21GREUTATE / O 236 666TOTAL GREUTATE 902

  • EXTRAS DE ARMATURATITLU PLANSA

    O Nr . LUNGIMI IN ML .P M O bare A UNEI OB37 PC52L asem. BARE 8 14p 1 14 50.00O 2 8 50 0.85 42.50O 3

    LUNGIMI / O 42.50 50.00GREUTATE / ML . 0.395 1.21GREUTATE / O 17 61TOTAL GREUTATE 17 61

  • EXTRAS DE ARMATURATITLU PLANSA

    O Nr . LUNGIMI IN ML .P M O bare A UNEI B PC52L asem. BARE 8 10 16p 1 16 110.00p 2 10 132 2.95 389.40p 3 8 300.00p 4 8 80 1.40 112.00p 5 8 40 0.40 16.00p 6 10 14 2.85 39.90p 7 8 8 1.30 10.40p 8 8 16 0.35 5.60p 9 10 16 1.90 30.40p 10

    LUNGIMI / O 444.00 459.70 110.00GREUTATE / ML . 0.395 0.617 1.58GREUTATE / O 176 284 174TOTAL GREUTATE 634

  • EXTRAS DE ARMATURATITLU PLANSA

    O Nr . LUNGIMI IN ML .P M O bare A UNEI OB37 PC52L asem. BARE 8 10 16p 1 16 20 4.85 97.00O 2 8 32 1.70 54.40O 3 8 32 1.05 33.60O 4 10 32 1.60 51.20O 5 8 32 0.95 30.40O 6

    LUNGIMI / O 118.40 51.20 97.00GREUTATE / ML . 0.395 0.617 1.58GREUTATE / O 47 32 154TOTAL GREUTATE 79 154

  • EXTRAS DE ARMATURATITLU PLANSA

    O Nr . LUNGIMI IN ML .P M O bare A UNEI OB37 PC52L asem. BARE 8 10 14 16 20p 1 16 13 4.85 63.05p 2 20 4 5.05 20.20p 3 14 6 4.55 27.30p 4 16 3 3.95 11.85p 5 14 6 3.95 23.70p 6 16 3 3.10 9.30p 7 14 2 3.10 6.20p 8 16 1 1.60 1.60O 9 10 32 1.55 49.60O 10 10 32 1.70 54.40O 11 8 30 2.25 67.50O 12 8 120 0.40 48.00O 13 8 32 1.50 48.00O 14 8 32 3.45 110.40O 15

    LUNGIMI / O 273.90 104.00 57.20 85.80 20.20GREUTATE / ML . 0.395 0.617 1.21 1.58 2.47GREUTATE / O 109 65 70 136 50TOTAL GREUTATE 174 256

  • EXTRAS DE ARMATURATITLU PLANSA

    O Nr . LUNGIMI IN ML .P M O bare A UNEI OB37 PC52L asem. BARE 8 14 16p 1 16 12 3.60 43.20p 2 14 12 3.60 43.20O 3 8 98 1.20 117.60O 4 8 14 1.20 16.80O 5

    LUNGIMI / O 134.40 43.20 43.20GREUTATE / ML . 0.395 1.21 1.58GREUTATE / O 54 53 69TOTAL GREUTATE 54 122

  • EXTRAS DE ARMATURATITLU PLANSA

    O Nr . LUNGIMI IN ML .P M O bare A UNEI OB37 PC52L asem. BARE 8 10 16 20p 1 16 6 3.60 21.60O 2 8 19 1.20 22.80p 3 20 8 6.85 54.80p 4 20 4 2.50 10.00p 5 16 2 6.85 13.70O 6 10 86 1.30 111.80p 7 16 6 3.45 20.70O 8 8 18 1.10 19.80O 9O 10

    LUNGIMI / O 42.60 111.80 56.00 64.80GREUTATE / ML . 0.395 0.617 1.58 2.47GREUTATE / O 17 69 89 161TOTAL GREUTATE 86 250

  • EXTRAS DE ARMATURATITLU PLANSA

    O Nr . LUNGIMI IN ML .P M O bare A UNEI B PC52L asem. BARE 8 10 12 16 20p 1 20 4 9.30 37.20p 2 20 4 5.10 20.40p 3 12 8 4.40 35.20p 4 12 8 9.20 73.60p 5 10 4 10.20 40.80p 6 20 4 11.90 47.60p 7 8 10 11.10 111.00p 8 10 132 2.95 389.40p 9 10 50 2.15 107.50p 10 12 27 1.50 40.50p 11 12 3 4.20 12.60p 12 12 3 2.00 6.00p 13 16 6 11.65 69.90p 14 8 120 1.40 168.00p 15 10 60 3.50 210.00p 16 10 55 3.05 167.75p 17 10 55 2.50 137.50p 18 8 50 0.65 32.50p 19 8 80 0.40 32.00p 20 20 2 4.30 8.60p 21 20 2 10.40 20.80p 22 16 2 9.10 18.20p 23 16 2 5.50 11.00p 24 12 16 7.00 112.00p 25 10 4 9.30 37.20p 26 20 2 12.00 24.00p 27 16 2 12.00 24.00p 28 8 10 10.00 100.00p 29 12 3 3.60 10.80p 30 16 6 11.40 68.40p 31 10 65 3.30 214.50p 32 10 44 2.80 123.20p 33 10 44 2.45 107.80p 34 8 44 0.55 24.20p 35p 36

    LUNGIMI / O 467.70 1535.65 290.70 191.50 158.60GREUTATE / ML . 0.395 0.617 0.888 1.58 2.47GREUTATE / O 185 948 259 303 392TOTAL GREUTATE 2087

  • EXTRAS DE ARMATURATITLU PLANSA

    O Nr . LUNGIMI IN ML .P M O bare A UNEI B PC52L asem. BARE 8 10 12 14 16p 1 14 86 5.50 473.00p 2 12 44 8.90 391.60p 3 16 4 9.05 36.20p 4 10 4 7.10 28.40p 5 16 4 8.10 32.40p 6 8 10 7.40 74.00p 7 10 62 2.80 173.60p 8 10 96 2.95 283.20p 9 8 48 1.40 67.20p 10 16 6 7.85 47.10p 11 8 62 0.55 34.10p 12 8 60 0.40 24.00p 13 16 4 4.85 19.40p 14 10 4 2.70 10.80p 15 16 4 3.90 15.60p 16 8 10 3.00 30.00p 17 16 6 3.60 21.60p 18 16 4 4.35 17.40p 19 10 4 2.30 9.20p 20 16 4 3.50 14.00p 21 8 10 2.60 26.00p 22 16 6 3.05 18.30p 23p 24p 25

    LUNGIMI / O 255.30 505.20 391.60 473.00 222.00GREUTATE / ML . 0.395 0.617 0.888 1.21 1.58GREUTATE / O 101 312 348 573 351TOTAL GREUTATE 1685

  • EXTRAS DE ARMATURATITLU PLANSA

    O Nr . LUNGIMI IN ML .P M O bare A UNEI B PC52L asem. BARE 10 16p 1 16 10 7.00 70.00p 2 10 33 2.05 67.65p 3 10 16 0.65 10.40p 4p 5

    LUNGIMI / O 78.05 70.00GREUTATE / ML . 0.617 1.58GREUTATE / O 49 111TOTAL GREUTATE 160

  • EXTRAS DE ARMATURATITLU PLANSA

    O Nr . LUNGIMI IN ML .P M O bare A UNEI B PC52L asem. BARE 8 10 12 16p 1 16 3 5.40 16.20p 2 12 8 5.30 42.40p 3 10 23 3.10 71.30p 4 10 26 2.65 68.90p 5 10 4 3.50 14.00p 6 10 10 2.15 21.50p 7 10 34 2.95 100.30p 8 8 10 3.30 33.00p 9 12 6 1.40 8.40p 10 12 3 1.80 5.40p 11 8 26 1.40 36.40p 12 16 6 4.20 25.20p 13 8 30 0.40 12.00p 14 16 6 3.60 21.60p 15 10 4 2.20 8.80p 16 8 10 2.20 22.00p 17 16 6 2.60 15.60p 18p 19p 20

    LUNGIMI / O 103.40 284.80 56.20 78.60GREUTATE / ML . 0.395 0.617 0.888 1.58GREUTATE / O 41 176 50 125TOTAL GREUTATE 392

  • EXTRAS DE ARMATURATITLU PLANSA

    O Nr . LUNGIMI IN ML .P M O bare A UNEI B PC52L asem. BARE 8 10 12 16 20 25 28p 1 25 2 9.10 18.20p 2 25 3 11.00 33.00p 3 20 2 9.10 18.20p 4 25 2 9.30 18.60p 5 12 12 7.60 91.20p 6 12 12 11.00 132.00p 7 10 4 5.80 23.20p 8 12 4 10.00 40.00p 9 20 4 7.30 29.20p 10 28 2 10.40 20.80p 11 25 2 10.40 20.80p 12 28 5 11.00 55.00p 13 10 28 3.90 109.20p 14 10 30 3.05 91.50p 15 10 30 2.50 75.00p 16 12 130 2.20 286.00p 17 12 66 3.35 221.10p 18 12 66 2.80 184.80p 19 8 20 2.50 50.00p 20 8 10 2.90 29.00p 21 8 10 4.60 46.00p 22 10 102 2.95 300.90p 23 8 30 1.40 42.00p 24 10 42 1.40 58.80p 25 16 6 6.90 41.40p 26 16 4 9.90 39.60p 27 20 2 9.90 19.80p 28 8 66 0.80 52.80p 29 8 30 0.65 19.50p 30 8 50 0.40 20.00p 31p 32

    LUNGIMI / O 259.30 658.60 955.10 81.00 67.20 90.60 75.80GREUTATE / ML . 0.395 0.617 0.888 1.58 2.47 3.86 4.84GREUTATE / O 103 407 849 128 166 350 367TOTAL GREUTATE 2370

  • EXTRAS DE ARMATURATITLU PLANSA

    O Nr . LUNGIMI IN ML .P M O bare A UNEI B PC52L asem. BARE 8 10 12 14 16 20 25 28p 1 25 2 9.10 18.20p 2 25 3 11.00 33.00p 3 20 2 9.10 18.20p 4 25 2 9.30 18.60p 5 12 26 7.60 197.60p 6 12 12 11.00 132.00p 7 10 4 5.80 23.20p 8 12 4 10.00 40.00p 9 20 4 7.30 29.20p 10 28 2 10.40 20.80p 11 25 2 10.40 20.80p 12 28 5 11.00 55.00p 13 14 50 3.10 155.00p 14 10 30 3.05 91.50p 15 10 30 2.50 75.00p 16 12 130 2.20 286.00p 17 12 66 3.35 221.10p 18 12 66 2.80 184.80p 19 8 20 2.50 50.00p 20 8 10 2.90 29.00p 21 8 10 4.60 46.00p 22 10 102 2.95 300.90p 23 8 30 1.40 42.00p 24 10 42 1.40 58.80p 25 16 6 6.90 41.40p 26 16 4 9.90 39.60p 27 20 2 9.90 19.80p 28 8 66 0.80 52.80p 29 8 30 0.65 19.50p 30 8 50 0.40 20.00p 31p 32

    LUNGIMI / O 259.30 549.40 1061.50 155.00 81.00 67.20 90.60 75.80GREUTATE / ML . 0.395 0.617 0.888 1.21 1.58 2.47 3.86 4.84GREUTATE / O 103 339 943 188 128 166 350 367TOTAL GREUTATE 2584

  • EXTRAS DE ARMATURATITLU PLANSA

    O Nr . LUNGIMI IN ML .P M O bare A UNEI B PC52L asem. BARE 8 10 12 14 16 20 25 28p 1 25 2 9.10 18.20p 2 25 3 12.00 36.00p 3 20 2 9.10 18.20p 4 25 2 11.00 22.00p 5 12 26 7.60 197.60p 6 12 12 12.00 144.00p 7 10 4 5.80 23.20p 8 12 4 10.80 43.20p 9 20 4 7.30 29.20p 10 28 2 10.40 20.80p 11 25 2 10.40 20.80p 12 28 5 12.00 60.00p 13 14 50 3.10 155.00p 14 10 30 3.05 91.50p 15 10 30 2.50 75.00p 16 12 110 2.20 242.00p 17 12 74 3.35 247.90p 18 12 74 2.80 207.20p 19 8 20 2.50 50.00p 20 8 10 2.90 29.00p 21 8 10 4.60 46.00p 22 10 102 2.95 300.90p 23 8 30 1.40 42.00p 24 10 55 1.40 77.00p 25 16 6 6.90 41.40p 26 16 4 11.80 47.20p 27 20 2 11.80 23.60p 28 8 70 0.80 56.00p 29 8 30 0.65 19.50p 30 8 50 0.40 20.00p 31p 32

    LUNGIMI / O 262.50 567.60 1081.90 155.00 88.60 71.00 97.00 80.80GREUTATE / ML . 0.395 0.617 0.888 1.21 1.58 2.47 3.86 4.84GREUTATE / O 104 351 961 188 140 176 375 392TOTAL GREUTATE 2687

  • EXTRAS DE ARMATURATITLU PLANSA

    O Nr . LUNGIMI IN ML .P M O bare A UNEI B PC52L asem. BARE 8 10 12 16P 1 16 3 11.50 34.50P 2 16 3 6.60 19.80P 3 16 3 10.40 31.20P 4 12 8 10.30 82.40P 5 12 8 6.40 51.20P 6 12 8 11.50 92.00P 7 10 12 9.00 108.00P 8 16 3 8.80 26.40P 9 16 3 7.00 21.00P 10 16 3 6.80 20.40P 11 16 3 7.90 23.70P 12 10 60 3.10 186.00P 13 10 130 2.65 344.50P 14 10 216 2.95 637.20P 15 8 20 12.00 240.00P 16 16 3 8.30 24.90P 17 16 3 6.90 20.70P 18 16 3 6.60 19.80P 19 16 3 7.30 21.90P 20 16 3 10.90 32.70P 21 16 3 6.40 19.20P 22 16 3 9.80 29.40P 23 8 108 1.40 151.20P 24 8 160 0.40 64.00P 25 12 16 3.50 56.00P 26 12 138 4.90 676.20P 27 12 16 7.50 120.00P 28P 29P 30

    LUNGIMI / O 455.20 1275.70 1077.80 345.60GREUTATE / ML . 0.395 0.617 0.888 1.58GREUTATE / O 180 788 958 547TOTAL GREUTATE 2473

  • EXTRAS DE ARMATURATITLU PLANSA

    O Nr . LUNGIMI IN ML .P M O bare A UNEI B PC52L asem. BARE 8 10 12 16p 1 16 3 10.90 32.70p 2 16 3 5.00 15.00p 3 12 8 6.90 55.20p 4 12 8 7.60 60.80p 5 10 4 12.00 48.00p 6 16 3 5.90 17.70p 7 16 3 8.90 26.70p 8 8 10 4.50 45.00p 9 8 10 6.10 61.00p 10 8 65 1.30 84.50p 11 10 94 2.85 267.90p 12 10 23 3.10 71.30p 13 10 58 2.55 147.90p 14 16 3 7.50 22.50p 15 16 3 6.80 20.40p 16 16 3 6.50 19.50p 17 16 3 7.70 23.10p 18 8 60 0.40 24.00p 19p 20

    LUNGIMI / O 214.50 535.10 116.00 177.60GREUTATE / ML . 0.395 0.617 0.888 1.58GREUTATE / O 85 331 104 281TOTAL GREUTATE 801

  • EXTRAS DE ARMATURATITLU PLANSA

    O Nr . LUNGIMI IN ML .P M O bare A UNEI B PC52L asem. BARE 8 10 12 16 20 25p 1 25 2 12.00 24.00p 2 20 2 12.00 24.00p 3 25 4 7.20 28.80p 4 20 4 7.20 28.80p 5 25 2 11.40 22.80p 6 20 2 11.40 22.80p 7 12 8 3.00 24.00p 8 12 8 12.00 96.00p 9 12 8 9.30 74.40p 10 12 8 12.00 96.00p 11 10 8 12.00 96.00p 12 10 4 10.00 40.00p 13 20 4 8.70 34.80p 14 20 12 7.20 86.40p 15 20 4 8.00 32.00p 16 10 93 3.30 306.90p 17 10 165 2.85 470.25p 18 10 165 2.50 412.50p 19 10 38 2.95 112.10p 20 10 40 2.85 114.00p 21 8 20 1.90 38.00p 22 8 20 1.20 24.00p 23 8 10 6.30 63.00p 24 20 4 7.70 30.80p 25 16 2 7.70 15.40p 26 20 4 7.00 28.00p 27 16 2 7.00 14.00p 28 16 3 7.00 21.00p 29 20 1 3.90 3.90p 30 20 1 4.60 4.60p 31 20 1 9.80 9.80p 32 20 1 5.40 5.40p 33 20 1 3.20 3.20p 34 16 2 2.50 5.00p 35 20 2 12.00 24.00p 36 16 2 6.80 13.60p 37 20 2 10.10p 38 20 2 4.00 8.00p 39 10 163 1.40 228.20p 40 8 20 1.30 26.00p 41 8 150 0.50 75.00p 42 8 20 0.40 8.00p 43 8 20 0.35p 44p 45

    LUNGIMI / O 462.20 1559.75 290.40 55.40 352.10 75.60GREUTATE / ML . 0.395 0.617 0.888 1.58 2.47 3.86

  • EXTRAS DE ARMATURATITLU PLANSA

    O Nr . LUNGIMI IN ML .P M O bare A UNEI B PC52L asem. BARE 8 10 12 14 16 20 25p 1 25 3 7.50 22.50p 2 25 3 7.20 21.60p 3 25 3 12.00 36.00p 4 20 2 8.70 17.40p 5 20 2 12.00 24.00p 6 20 2 5.90 11.80p 7 12 24 12.00 288.00p 8 10 8 11.50 92.00p 9 25 5 10.00 50.00p 10 25 2 7.20 14.40p 11 20 3 7.20 21.60p 12 25 2 8.40 16.80p 13 20 3 8.40 25.20p 14 14 72 4.10 295.20p 15 12 106 2.30 243.80p 16 14 56 4.05 226.80p 17 12 110 3.35 368.50p 18 10 110 2.80 308.00p 19 10 42 2.95 123.90p 20 10 100 2.15 215.00p 21 12 42 1.50 63.00p 22 8 10 15.00 150.00p 23 12 3 3.50 10.50p 24 12 3 12.00 36.00p 25 10 185 1.40 259.00p 26 20 3 10.00 30.00p 27 20 2 7.00 14.00p 28 16 1 7.00 7.00p 29 20 2 7.10 14.20p 30 16 1 7.10 7.10p 31 20 3 5.80 17.40p 32 20 2 7.60 15.20p 33 16 1 7.60 7.60p 34 20 2 9.90 19.80p 35 16 1 9.90 9.90p 36 8 100 0.80 80.00p 37 8 50 0.40 20.00p 38p 39p 40

    LUNGIMI / O 250.00 997.90 1009.80 522.00 31.60 210.60 161.30GREUTATE / ML . 0.395 0.617 0.888 1.21 1.58 2.47 3.86GREUTATE / O 99 616 897 632 50 521 623TOTAL GREUTATE 3438

  • EXTRAS DE ARMATURATITLU PLANSA

    O Nr . LUNGIMI IN ML .P M O bare A UNEI B PC52L asem. BARE 8 10 12 16 20 25p 1 20 4 8.15 32.60p 2 12 12 7.45 89.40p 3 10 4 7.00 28.00p 4 20 4 8.15 32.60p 5 8 10 7.30 73.00p 6 10 27 2.80 75.60p 7 10 27 2.45 66.15p 8 10 96 2.95 283.20p 9 10 90 2.15 193.50p 10 12 51 1.50 76.50p 11 12 3 5.50 16.50p 12 20 4 7.25 29.00p 13 16 2 7.25 14.50p 14 10 140 1.40 196.00p 15 8 50 0.55 27.50p 16 8 100 0.40 40.00p 17 20 3 4.60 13.80p 18 20 2 10.80 21.60p 19 25 2 10.80 21.60p 20 20 2 7.50 15.00p 21 25 2 7.50 15.00p 22 12 24 10.20 244.80p 23 10 8 7.70 61.60p 24 8 16 3.20 51.20p 25 8 10 15.00 150.00p 26 20 2 7.10 14.20p 27 25 2 7.10 14.20p 28 20 2 10.00 20.00p 29 25 2 10.00 20.00p 30 12 3 4.50 13.50p 31 12 9 1.80 16.20p 32 10 28 2.90 81.20p 33 20 3 4.00 12.00p 34 20 2 6.80 13.60p 35 16 1 6.80 6.80p 36 20 2 9.80 19.60p 37 16 1 9.80 9.80p 38 20 2 9.80 19.60p 39 16 1 9.80 9.80p 40 20 2 6.40 12.80p 41 16 1 6.40 6.40p 42 10 65 3.90 253.50p 43 10 70 3.05 213.50p 44 10 70 2.50 175.00p 45 8 130 0.65 84.50p 46p 47

    LUNGIMI / O 426.20 1627.25 456.90 47.30 256.40 70.80

  • EXTRAS DE ARMATURATITLU PLANSA

    O Nr . LUNGIMI IN ML .P M O bare A UNEI OB37 PC52L asem. BARE 8 10 16p 1 16 20 3.60 72.00O 2 8 20 1.70 34.00O 3 8 20 1.05 21.00O 4 10 20 1.60 32.00O 5 8 20 0.95 19.00O 6

    LUNGIMI / O 74.00 32.00 72.00GREUTATE / ML . 0.395 0.617 1.58GREUTATE / O 30 20 114TOTAL GREUTATE 50 114

  • EXTRAS DE ARMATURATITLU PLANSA

    O Nr . LUNGIMI IN ML .P M O bare A UNEI OB37 PC52L asem. BARE 8 10 16 20p 1 16 6 3.65 21.90O 2 8 18 1.20 21.60p 3 16 6 5.70 34.20O 4 10 75 1.30 97.50p 5 20 4 7.80 31.20p 6 20 1 2.80 2.80p 7 20 1 3.20 3.20p 8 16 1 7.80 7.80O 9O 10

    LUNGIMI / O 21.60 97.50 63.90 37.20GREUTATE / ML . 0.395 0.617 1.58 2.47GREUTATE / O 9 61 101 92TOTAL GREUTATE 70 193

  • EXTRAS DE ARMATURATITLU PLANSA

    O Nr . LUNGIMI IN ML .P M O bare A UNEI OB37 PC52L asem. BARE 10 12 20 25p 1 25 12 4.65 55.80p 2 25 8 4.65 37.20p 3 20 8 4.65 37.20o 4 12 45 2.50 112.50O 5 10 132 0.90 118.80O 6 10 72 2.20 158.40O 7 10 144 0.70 100.80O 8O 9

    LUNGIMI / O 378.00 112.50 37.20 93.00GREUTATE / ML . 0.617 0.888 2.47 3.86GREUTATE / O 234 100 92 359TOTAL GREUTATE 334 451

  • EXTRAS DE ARMATURATITLU PLANSA

    O Nr . LUNGIMI IN ML .P M O bare A UNEI OB37 PC52L asem. BARE 8 14p 1 14 4 1.75 7.00p 2 14 4 2.15 8.60O 3 8 24 1.00 24.00O 4

    LUNGIMI / O 24.00 15.60GREUTATE / ML . 0.395 1.21GREUTATE / O 10 19TOTAL GREUTATE 10 19

  • EXTRAS DE ARMATURATITLU PLANSA

    O Nr . LUNGIMI IN ML .P M O bare A UNEI OB37 PC52L asem. BARE 8 14p 1 14 44 2.90 127.60O 2 8 187 0.75 140.25O 3O 4

    LUNGIMI / O 140.25 127.60GREUTATE / ML . 0.395 1.21GREUTATE / O 56 155TOTAL GREUTATE 56 155

  • EXTRAS DE ARMATURATITLU PLANSA

    O Nr . LUNGIMI IN ML .P M O bare A UNEI B PC52L asem. BARE 8 12p 1 12 8 2.00 16.00p 2 8 28 1.75 49.00p 3 8 25.00p 4 8 16 0.30 4.80p 5

    LUNGIMI / O 78.80 16.00GREUTATE / ML . 0.395 0.888GREUTATE / O 32 15TOTAL GREUTATE 47

  • EXTRAS DE ARMATURATITLU PLANSA

    O Nr . LUNGIMI IN ML .P M O bare A UNEI B PC52L asem. BARE 8 10 12 14p 1 12 14 2.85 39.90p 2 12 14 3.05 42.70p 3 12 14 1.00 14.00p 4 8 26 1.90 49.40p 5 14 21 3.00 63.00p 6 14 21 4.00 84.00p 7 14 21 2.00 42.00p 8 10 38 3.10 117.80p 9p 10

    LUNGIMI / O 49.40 117.80 96.60 189.00GREUTATE / ML . 0.395 0.617 0.888 1.21GREUTATE / O 20 73 86 229TOTAL GREUTATE 408

  • EXTRAS DE ARMATURATITLU PLANSA

    O Nr . LUNGIMI IN ML .P M O bare A UNEI B PC52L asem. BARE 8 14 16p 1 14 9 4.05 36.45p 2 14 9 5.05 45.45p 3 14 9 2.05 18.45p 4 8 76 1.20 91.20p 5 8 12 2.70 32.40p 6 14 9 5.60 50.40p 7 14 9 2.05 18.45p 8 14 9 4.80 43.20p 9 14 9 1.60 14.40p 10 8 9 0.60 5.40p 11 16 6 3.65 21.90p 12 8 22 1.20 26.40p 13p 14

    LUNGIMI / O 155.40 226.80 21.90GREUTATE / ML . 0.395 1.21 1.58GREUTATE / O 62 275 35TOTAL GREUTATE 372

  • EXTRAS DE ARMATURATITLU PLANSA

    O Nr . LUNGIMI IN ML .P M O bare A UNEI B PC52L asem. BARE 8 14 16p 1 14 7 2.75 19.25p 2 14 7 3.40 23.80p 3 14 7 2.40 16.80p 4 14 7 2.40 16.80p 5 8 86 1.20 103.20p 6 8 18 2.70 48.60p 7 14 7 3.00 21.00p 8 14 7 2.80 19.60p 9 14 7 4.20 29.40p 10 14 7 5.30 37.10p 11 14 7 2.30 16.10p 12 8 10 3.20 32.00p 13 16 6 3.60 21.60p 14 8 19 1.20 22.80p 15 8 10 0.60 6.00p 16 14 7 4.60 32.20p 17 14 7 2.45 17.15p 18 14 7 1.70 11.90p 19 14 7 3.85 26.95p 20 16 18 3.45 62.10p 21 8 19 1.10 20.90p 22 8 19 1.30 24.70p 23 8 10 0.85 8.50p 24p 25

    LUNGIMI / O 266.70 288.05 83.70GREUTATE / ML . 0.395 1.21 1.58GREUTATE / O 106 349 133TOTAL GREUTATE 588

  • EXTRAS DE ARMATURATITLU PLANSA

    O Nr . LUNGIMI IN ML .P M O bare A UNEI OB37 PC52L asem. BARE 8 10 20p 1 20 12 4.05 48.60p 2 20 10 4.65 46.50O 3 10 32 1.95 62.40O 4 10 32 1.55 49.60O 5 8 20 0.45 9.00O 6 10 76 1.75 133.00O 7O 8

    LUNGIMI / O 9.00 245.00 95.10GREUTATE / ML . 0.395 0.617 2.47GREUTATE / O 4 152 235TOTAL GREUTATE 156 235

  • EXTRAS DE ARMATURATITLU PLANSA

    O Nr . LUNGIMI IN ML .P M O bare A UNEI B PC52L asem. BARE 8 10 12p 1 8 28 1.65 46.20p 2 8 10 3.80 38.00p 3 12 50 4.65 232.50p 4 8 12 1.80 21.60p 5 12 40 6.90 276.00p 6 8 40 3.55 142.00p 7 12 38 4.40 167.20p 8 8 76 2.50 190.00p 9 12 38 6.40 243.20p 10 8 30 3.50 105.00p 11 12 44 7.90 347.60p 12 10 32 5.40 172.80p 13 8 30 7.35 220.50p 14 10 20 10.60 212.00p 15 10 500 6.45 3225.00p 16 12 52 6.45 335.40p 17 8 24 6.45 154.80p 18 8 58 1.90 110.20p 19 10 38 9.90 376.20p 20 12 38 6.90 262.20p 21 12 76 6.35 482.60p 22 12 114 4.85 552.90p 23 12 167 7.80 1302.60p 24 10 70 6.50 455.00p 25 12 70 6.40 448.00p 26 10 57 3.45 196.65p 27 12 70 6.40 448.00p 28 10 28 7.40 207.20p 29 10 28 6.80 190.40p 30 10 76 5.50 418.00p 31 12 38 6.90 262.20p 32 10 13 3.35 43.55p 33 12 55 6.35 349.25p 34 10 96 9.55 916.80p 35 10 37 6.00 222.00p 36 8 29 1.50 43.50p 37 10 37 5.60 207.20p 38 10 18 5.00 90.00p 39 10 110 6.55 720.50p 40 10 36 6.90 248.40p 41 8 28 2.30 64.40p 42 10 55 6.55 360.25p 43 10 44 9.50 418.00p 44 8 400.00p 45 10 500 0.70 350.00p 46p 47

    LUNGIMI / O 1536.20 9029.95 5709.65

  • EXTRAS ARMATURA

    S.C.BELL B.A.U. srlBd.TOMIS nr.93 Constanta

    tel/fax 0241 672 088E-mail [email protected]

    sef proiectproiectat

    scara 1: 75

    data:

    Titlu plansa

    Proiect

    Beneficiar

    Proiect nr.

    Faza:

    Marian Bell

    format: A2

    plansa nr: R.4

    stamp.

    verificator nume cerintasemnaturaA

    O.M.839/12.10.2009

    Proiectant de specialitateSC C.G DECADA PROIECT SRL

    03/2011

    Reabilitare,extindere si dotarea unei cladiri din Zona Metropolitana Constanta,localitatea Tuzla, in vederea utilizarii acesteia drept Centru pentru Tineri

    str.Constantei nr.82 comuna Tuzla

    03/2011

    Consiliul Local Tuzla

    COSTEA CATALIN

    ARMARE GRINZI FUNDATIE GfA

    4'

    GfA -30x105 -1 buc.

    5' 6' 7'

    720

    1

    ~565-2,65

    -1,50

    1011

    5

    3040 ~545 ~582.5

    30 685 70 495 70 475 70 485 135

    40

    5055

    k1 S3 S3 S3 S4145

    -0,05

    beton de egalizare

    2Ø10

    /20

    L=2,

    95 P

    c52

    245

    24

    24

    112.5

    40

    115

    145

    ~259540

    NOTA: Pentru extras armatura vezi plansa R.4A

    BETON C20/25OTEL OB37;PC52

    2

    1

    30 3Ø16 L= 11,50 Pc52 11120

    90 90

    3Ø16 L= 6,60 Pc52 2

    303Ø16 L= 10,40 Pc52 31010

    23Etr. Ø8/20 L=1,40 Pc52

    24

    35

    24

    4agf. Ø8/mp L=0,40 Pc5224

    202x4Ø12 L= 11,50 Pc52 61130

    80

    20 2x4Ø12 L= 10,30 Pc52 41010 jos

    80jos

    2x4Ø12 L= 6,40 Pc52 5

    montaj4Ø10 L=9,00 Pc527

    70

    montaj4Ø10 L=9,00 Pc527 montaj

    4Ø10 L=9,00 Pc527

    30

    3Ø16 L= 8,80 Pc52 8850

    130130

    3Ø16 L= 7,00 Pc52 910 3Ø16 L= 6,80 Pc52

    3Ø16 L= 7,90 Pc52 760 30

    11

    etr.Ø8/20 etr.Ø8/20 etr.Ø8/20 etr.Ø8/20

    100

    44

    Etr. Ø10/20 L= 3,10 Pc52

    12

    ( ptr. sect. 2-2 )

    14

    24

    95

    13

    Etr. Ø10/ 20 L= 2,65 Pc52

    15

    15 2x5Ø8/20 L= 12,00 Pc52 repartitie

    15 2x5Ø8/20 L= 12,00 Pc52 repartitie

    110110110

    1620 3Ø16 L= 8,30 Pc52 810

    17 3Ø16 L= 6,90 Pc52 18 3Ø16 L= 6,60 Pc52 2019 3Ø16 L= 7,30 Pc52

    710

    20 20

    606020 3Ø16 L= 10,90 Pc52

    107021 3Ø16 L= 6,40 Pc52

    22 3Ø16 L= 9,80 Pc52 960

    23 23 23 23

    2-2

    beton de egalizare

    Tefo

    nd

    PAT PIETRIS 10cmHIDROIZOLATIE - TEFOND

    PARD. SLAB ARMATAPLASA #Ø6/10/10

    1010

    1050

    55

    190

    40

    15

    128

    17

    40 30 40

    110

    -0,05-0,22

    -2,65

    -1,95

    -1,50

    3 Ø16 PC52

    3 Ø16

    3 Ø16

    3 Ø16

    2x4 Ø12

    4Ø10

    2x5Ø8/20

    1-1

    beton de egalizare

    Tefo

    nd

    PARD. SLAB ARMATAPLASA #Ø6/10/10

    1050

    55

    190

    40

    15

    128

    17

    40 30 40

    ~320

    -0,05-0,22

    -2,65

    -1,95

    -1,50

    3 Ø16 PC52

    3 Ø16

    3 Ø16

    3 Ø16

    2x4 Ø12

    4Ø10

    2x5Ø8/20

    4

    Ø12/20 - vezi armare radier

    2

    22

    11

    2Ø12

    /20

    Lvar

    = 3

    ,60

    ~ 4,

    90

    25 26

    Ø12/20 - vezi armare radier

    2Ø12/20 L= 3,50 Pc52

    25

    25

    25

    300sus/jos

    158.5

    1355

    25

    25

    var

    .3,1

    0 ~

    4,40

    sus

    /jos

    26

    2x2x4Ø12 L=7,50 Pc52 sus/jos27

    60

    suprapunere

    S.C.BELL B.A.U. srlBd.TOMIS nr.93 Constanta

    tel/fax 0241 672 088E-mail [email protected]

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    data:

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    Proiect nr.

    Faza:

    Marian Bell

    format: A4

    plansa nr: R.4A

    stamp.

    verificator nume cerintasemnaturaA

    O.M.839/12.10.2009

    Proiectant de specialitateSC C.G DECADA PROIECT SRL

    03/2011

    Reabilitare,extindere si dotarea unei cladiri din Zona Metropolitana Constanta,localitatea Tuzla, in vederea utilizarii acesteia drept Centru pentru Tineri

    str.Constantei nr.82 comuna Tuzla

    03/2011

    Consiliul Local Tuzla

    COSTEA CATALIN

    GRINZI FUNDATIE GfA

    Nr . LUNGIMI IN ML .M O bare A UNEI PC52

    asem. BARE 8 10 12 161 16 3 11,50 34,502 16 3 6,60 19,803 16 3 10,40 31,204 12 8 10,30 82,405 12 8 6,40 51,206 12 8 11,50 92,007 10 12 9,00 108,008 16 3 8,80 26,409 16 3 7,00 21,00

    10 16 3 6,80 20,4011 16 3 7,90 23,7012 10 60 3,10 186,0013 10 130 2,65 344,5014 10 216 2,95 637,2015 8 20 12,00 240,0016 16 3 8,30 24,9017 16 3 6,90 20,7018 16 3 6,60 19,8019 16 3 7,30 21,9020 16 3 10,90 32,7021 16 3 6,40 19,2022 16 3 9,80 29,4023 8 108 1,40 151,2024 8 160 0,40 64,0025 12 16 3,50 56,0026 12 138 4,90 676,2027 12 16 7,50 120,00282930

    LUNGIMI / O 455,20 1275,70 1077,80 345,60GREUT AT E / ML . 0,395 0,617 0,888 1,58GREUT AT E / O 180 788 958 547T OT AL GREUT AT E 2473

    variabil

    NOTA: Marca 26 se va debita si fasona la fata locului direct pe cofraj

    S.C.BELL B.A.U. srlBd.TOMIS nr.93 Constanta

    tel/fax 0241 672 088E-mail [email protected]

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    Faza:

    Marian Bell

    format: A3

    plansa nr: R.4.1

    stamp.

    verificator nume cerintasemnaturaA

    O.M.839/12.10.2009

    Proiectant de specialitateSC C.G DECADA PROIECT SRL

    03/2011

    Reabilitare,extindere si dotarea unei cladiri din Zona Metropolitana Constanta,localitatea Tuzla, in vederea utilizarii acesteia drept Centru pentru Tineri

    str.Constantei nr.82 comuna Tuzla

    03/2011

    Consiliul Local Tuzla

    COSTEA CATALIN

    ARMARE GRINZI FUNDATIE Gfab

    NOTA: Pentru extras armatura vezi plansa R.4.1A

    BETON C20/25OTEL OB37;PC52

    ~390-2,65

    -1,50

    1011

    5

    8040

    80

    40

    5055

    S1145

    ~1525

    40

    Gfab -25x105 -1 buc.

    k1 k4

    30 ~170 25 ~545 55 ~185

    55

    1050

    S5105

    40

    ~390 ~170 ~545etr.Ø8/20 etr.Ø8/10 etr.Ø8/20

    10Etr. Ø8/10 si 20 L=1,30 Pc52

    20

    35

    ( pe zona golurilor se indesesc la 10cm)

    -0,05

    -2,00

    ~1300

    100

    30 3Ø16 L= 10,90 Pc52 11060 3Ø16 L= 5,00 Pc52 2

    20 2x4Ø12 L= 6,90 Pc52 3670 jos 2x4Ø12 L= 7,60 Pc52

    4jos

    montaj4Ø10 L= 12,00 Pc525

    30

    3Ø16 L= 5,90 Pc52 6560 3090

    3Ø16 L= 8,90 Pc52 7860

    100

    44

    Etr. Ø10/20 L= 3,10 Pc5212

    20

    95

    13

    Etr. Ø10/15 si 20 L= 2,55 Pc52

    1212121213 13 13 13

    14141414

    2x5Ø8/20 L= 4,50 Pc52 repartitie

    2x5Ø8/20 L= 6,10 Pc52 repartitie

    15

    12

    8

    2Ø10

    /20

    L=2,

    85 P

    c52

    245

    20

    20

    11

    11118

    1420 3Ø16 L= 7,50 Pc52 730

    13 13

    20

    15 3Ø16 L= 6,80 Pc52 660

    20

    20

    16 3Ø16 L= 6,50 Pc52 630

    17 3Ø16 L= 7,70 Pc52 750

    1010

    20

    4agf. Ø8/mp L=0,40 Pc5218

    11

    1-1

    beton de egalizare

    Tefo

    nd

    PAT PIETRIS 10cm

    HIDROIZOLATIE - TEFOND

    PARD. SLAB ARMATAPLASA #Ø6/10/10

    1010

    1050

    55

    190

    40

    15

    40 25 40

    105

    -0,05

    -2,65

    -1,95

    -1,50

    3 Ø16 PC52

    3 Ø16

    3 Ø16

    3 Ø16

    2x4 Ø12

    4Ø10

    2x5Ø8/20 CTA -0,95

    55

    9

    9

    8090

    EXTRAS ARMATURA

    S.C.BELL B.A.U. srlBd.TOMIS nr.93 Constanta

    tel/fax 0241 672 088E-mail [email protected]

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    data:

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    Faza:

    Marian Bell

    format: A4

    plansa nr: R.4.1A

    stamp.

    verificator nume cerintasemnaturaA

    O.M.839/12.10.2009

    Proiectant de specialitateSC C.G DECADA PROIECT SRL

    03/2011

    Reabilitare,extindere si dotarea unei cladiri din Zona Metropolitana Constanta,localitatea Tuzla, in vederea utilizarii acesteia drept Centru pentru Tineri

    str.Constantei nr.82 comuna Tuzla

    03/2011

    Consiliul Local Tuzla

    COSTEA CATALIN

    GRINZI FUNDATIE Gfab

    Nr . LUNGIMI IN ML .M O bare A UNEI PC52

    asem. BARE 8 10 12 161 16 3 10,90 32,702 16 3 5,00 15,003 12 8 6,90 55,204 12 8 7,60 60,805 10 4 12,00 48,006 16 3 5,90 17,707 16 3 8,90 26,708 8 10 4,50 45,009 8 10 6,10 61,00

    10 8 65 1,30 84,5011 10 94 2,85 267,9012 10 23 3,10 71,3013 10 58 2,55 147,9014 16 3 7,50 22,5015 16 3 6,80 20,4016 16 3 6,50 19,5017 16 3 7,70 23,1018 8 60 0,40 24,001920

    LUNGIMI / O 214,50 535,10 116,00 177,60GREUT AT E / ML . 0,395 0,617 0,888 1,58GREUT AT E / O 85 331 104 281T OT AL GREUT AT E 801

    S.C.BELL B.A.U. srlBd.TOMIS nr.93 Constanta

    tel/fax 0241 672 088E-mail [email protected]

    sef proiectproiectat

    scara 1: 75

    data:

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    Proiect nr.

    Faza:

    Marian Bell

    format: A3

    plansa nr: R.4.2

    stamp.

    verificator nume cerintasemnaturaA

    O.M.839/12.10.2009

    Proiectant de specialitateSC C.G DECADA PROIECT SRL

    03/2011

    Reabilitare,extindere si dotarea unei cladiri din Zona Metropolitana Constanta,localitatea Tuzla, in vederea utilizarii acesteia drept Centru pentru Tineri

    str.Constantei nr.82 comuna Tuzla

    03/2011

    Consiliul Local Tuzla

    COSTEA CATALIN

    ARMARE GRINZI FUNDATIE Gf2' ; Gf3'

    NOTA: Pentru extras armatura vezi plansa R.4.2A

    BETON C20/25OTEL OB37;PC52

    Gf2' -30x105 -1 buc. Gf3' -30x105 -1 buc.

    ~245-2,65

    -1,50

    1011

    5

    80~80

    80

    7.5

    5055

    S7145

    ~430

    40

    ~245

    ~390

    8

    11

    65

    S1

    65

    40

    1135 90

    40

    40

    260

    etr.Ø8/15

    1-1

    beton de egalizare

    Tefo

    nd

    PAT PIETRIS 10cmHIDROIZOLATIE - TEFOND

    PARD. SLAB ARMATAPLASA #Ø6/10/10

    1010

    1050

    55

    190

    40

    15

    40 30 40

    110

    -0,05

    -2,65

    -1,95

    -1,50

    3 Ø16 PC52

    3 Ø16

    3 Ø16

    3 Ø16

    2x4 Ø12

    4Ø10

    2x5Ø8/20 CTA -0,95

    55

    3Ø16 L= 5,40 Pc52 1510

    30202x4Ø12 L= 5,30 Pc52 2

    510 jos

    3 4

    montaj4Ø10 L= 3,50 Pc525

    -0,05

    2Ø10

    /20

    L=2,

    95 P

    c52

    245

    24

    24

    2Ø10

    /20

    L=2,

    15 P

    c52

    24

    24

    165

    100

    44

    Etr. Ø10/20 L= 3,10 Pc52

    24

    95

    Etr. Ø10/ 15 L= 2,65 Pc52

    3

    4

    6 7

    6 7

    2x5Ø8/20 L= 3,30 Pc52 repartitie8

    9

    10

    3Ø12 L= 1,80 Pc52 10

    11Etr. Ø8/15 L=1,40 Pc52

    24

    35

    20

    12 2x3Ø16 L= 4,20 Pc52 380 20sus/jos

    24

    4agf. Ø8/mp L=0,40 Pc5213

    170-2,65

    -1,50

    1011

    5

    3040

    30 170

    40

    5055

    k1145

    ~310

    40

    30

    k1 40

    30 40

    260

    230

    4

    1111

    3Ø16 L= 3,60 Pc52 30030 3014

    montaj4Ø10 L= 2,20 Pc5215

    10

    130

    2x3Ø

    12 L

    =1,4

    Pc5

    29

    7

    2Ø10

    /20

    L=2,

    95 P

    c52

    245

    24

    24

    7

    16

    2x5Ø8/20 L= 2,20 Pc52 repartitie16

    20

    17 2x3Ø16 L= 2,60 Pc52 220 sus/jos 20

    11Etr. Ø8/ 20 L=1,40 Pc52

    24

    35

    24

    4agf. Ø8/mp L=0,40 Pc5213

    etr.Ø8/20

    24

    95

    Etr. Ø10/ 20 L= 2,65 Pc52

    4

    EXTRAS ARMATURA

    S.C.BELL B.A.U. srlBd.TOMIS nr.93 Constanta

    tel/fax 0241 672 088E-mail [email protected]

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    data:

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    Faza:

    Marian Bell

    format: A4

    plansa nr: R.4.2A

    stamp.

    verificator nume cerintasemnaturaA

    O.M.839/12.10.2009

    Proiectant de specialitateSC C.G DECADA PROIECT SRL

    03/2011

    Reabilitare,extindere si dotarea unei cladiri din Zona Metropolitana Constanta,localitatea Tuzla, in vederea utilizarii acesteia drept Centru pentru Tineri

    str.Constantei nr.82 comuna Tuzla

    03/2011

    Consiliul Local Tuzla

    COSTEA CATALIN

    GRINZI FUNDATIE Gf2' ; Gf3'

    Nr . LUNGIMI IN ML .M O bare A UNEI PC52

    asem. BARE 8 10 12 161 16 3 5,40 16,202 12 8 5,30 42,403 10 23 3,10 71,304 10 26 2,65 68,905 10 4 3,50 14,006 10 10 2,15 21,507 10 34 2,95 100,308 8 10 3,30 33,009 12 6 1,40 8,40

    10 12 3 1,80 5,4011 8 26 1,40 36,4012 16 9 4,20 37,8013 8 30 0,40 12,0014 16 3 3,60 10,8015 10 4 2,20 8,8016 8 10 2,20 22,0017 16 9 2,60 23,40181920

    LUNGIMI / O 103,40 284,80 56,20 88,20GREUT AT E / ML . 0,395 0,617 0,888 1,58GREUT AT E / O 41 176 50 140T OT AL GREUT AT E 407

    S.C.BELL B.A.U. srlBd.TOMIS nr.93 Constanta

    tel/fax 0241 672 088E-mail [email protected]

    sef proiectproiectat

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    data:

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    Proiect nr.

    Faza:

    Marian Bell

    format: A2

    plansa nr: R.4.3

    stamp.

    verificator nume cerintasemnaturaA

    O.M.839/12.10.2009

    Proiectant de specialitateSC C.G DECADA PROIECT SRL

    03/2011

    Reabilitare,extindere si dotarea unei cladiri din Zona Metropolitana Constanta,localitatea Tuzla, in vederea utilizarii acesteia drept Centru pentru Tineri

    str.Constantei nr.82 comuna Tuzla

    03/2011

    Consiliul Local Tuzla

    COSTEA CATALIN

    ARMARE GRINZI FUNDATIE GfB

    NOTA: Pentru extras armatura vezi plansa R.4.3A

    BETON C20/25OTEL OB37;PC52

    GfB -40x105 -1 buc.

    676.5-2,65

    -1,50

    1011

    5

    30~110

    30 ~649

    ~110

    5055

    S7145

    ~3259

    40

    55

    S5a

    55~545

    S5

    3 4

    600

    55~545

    S5

    5

    S6 S6

    110 55 215 55 110

    55

    S5a

    6

    ~545 55

    S5a

    625

    600 600 752.5

    540

    60

    26020

    0S2

    120120 229150

    S2

    4010

    5

    -1,50

    30 80 120120 225 80 80

    S2 S2 S2

    120120 225 120120 225

    ~3214

    4010

    5

    4010

    5

    -1,50469

    465 465465

    120 120 120

    11 2

    2

    685 495 475 485etr.Ø10/20 etr.Ø10/20 etr.Ø10/20 etr.Ø10/20

    17570

    etr.Ø10/20 etr.Ø10/15 etr.Ø10/20

    etr.Ø10/15etr.Ø10/20

    etr.Ø10/20 etr.Ø10/20 etr.Ø10/20 etr.Ø10/20 etr.Ø10/20 etr.Ø10/20

    etr.Ø10/20 etr.Ø10/20etr.Ø10/10

    115

    115

    2Ø25 +2Ø20 L= 12,00 Pc52 11 2+2Ø25 +2Ø20 L= 7,20 Pc52 3 4+

    2Ø25 +2Ø20 L= 7,20 Pc52

    3 4+ 30

    30

    2Ø25 +2Ø20 L= 11,40 Pc52 5 6+

    1110

    20

    1180

    2Ø10

    /20

    L=2,

    85 P

    c52

    245

    20

    20

    2Ø10

    /20

    L=2,

    95 P

    c52

    245

    24

    24

    2x4Ø12 L= 3,00 Pc52 7jos

    8080

    80

    2x4Ø12 L= 12,00 Pc52 8jos

    2x4Ø12 L= 9,30 Pc52 9jos 10 2x4Ø12 L= 12,00 Pc52

    110

    44

    Etr. Ø10/20 L= 3,30 Pc52

    16

    ( ptr. sect. 1-1/2-2 )

    33

    22

    221

    1

    11

    montaj4Ø10 L= 12,00 Pc5211 montaj

    4Ø10 L= 12,00 Pc521140 40

    montaj4Ø10 L= 10,00 Pc5212

    etr.Ø10/10 etr.Ø10/10 etr.Ø10/10 etr.Ø10/20etr.Ø10/10 etr.Ø10/10 etr.Ø10/10 etr.Ø10/10etr.Ø10/20 etr.Ø10/20etr.Ø8/20 etr.Ø8/20 etr.Ø8/20

    4Ø20 L= 8,70 Pc5213 4Ø20 L= 7,20 Pc5214 4Ø20 L= 7,20 Pc5214

    115

    4Ø20 L= 7,20 Pc52144Ø20 L= 8,00 Pc52

    770

    15

    16 16 1617 18 17 18 17 18 17 18 17 18

    34

    95

    Etr. Ø10/ 20 L= 2,85 Pc52

    15

    95

    Etr. Ø10/ 20 L= 2,50 Pc52

    17

    18

    19 19 20 20 20 19 19

    1920

    212x5Ø8/20 L= 1,90 Pc52

    repartitie2x5Ø8/20 L= 1,20 Pc52

    repartitie222x5Ø8/20 L= 6,30 Pc52

    repartitie23

    80

    212x5Ø8/20 L= 1,90 Pc52

    repartitie

    2x5Ø8/20 L= 1,20 Pc52 repartitie22

    2520 2Ø20+1Ø16 L= 7,70 Pc52

    75024 25+ 2Ø20+1Ø16 L= 7,00 Pc52

    67526 27+

    3Ø16 L= 7,00 Pc5228 25 2Ø20+1Ø16 L= 7,00 Pc52

    6752726 +

    202Ø20+1Ø16 L= 7,70 Pc52750

    24 25+

    1Ø20 L= 3,90 Pc52

    20 37029 1Ø20 L= 4,60 Pc5230 1Ø20 L= 9,80 Pc5231 1Ø20 L= 5,40 Pc5232 20

    1Ø20 L= 3,20 Pc52300

    33

    34 2Ø16 L= 2,50 Pc52

    20 2301175

    35 2Ø20 L= 12,00 Pc52

    2520 20

    36 2Ø16 L= 6,80 Pc52640 2

    5 20

    2Ø20 L= 4,00 Pc52380

    38985

    37 2Ø20 L= 10,10 Pc52

    39 39 39 3940

    39Etr. Ø10/10 si 20 L=1,40 Pc52

    24

    35

    40Etr. Ø8/ 20 L=1,30 Pc52

    20

    35

    34

    2agf. Ø8/40 L=0,50 Pc5241

    24

    4agf. Ø8/mp L=0,40 Pc5242

    20

    4agf. Ø8/mp L=0,35 Pc5243

    4 Ø12 4 Ø12

    4Ø10

    PAT PIETRIS 10cmHIDROIZOLATIE - TEFOND

    PARD. SLAB ARMATAPLASA #Ø6/10/10

    1010

    190

    40

    15

    40

    -0,05

    -1,95

    beton de egalizare

    1050

    5514

    5

    -2,65

    -1,50

    2x5Ø8/20

    40

    30

    5 5

    2Ø25 2Ø20

    4Ø20

    1Ø20 2Ø16( 2Ø20)

    1-1

    4 Ø12 4 Ø12

    4Ø10

    PAT PIETRIS 10cmHIDROIZOLATIE - TEFOND

    PARD. SLAB ARMATAPLASA #Ø6/10/10

    1010

    190

    40

    15

    40

    -0,05

    -1,95

    beton de egalizare

    1050

    5514

    5

    -2,65

    -1,50

    40

    2Ø25 2Ø20

    4Ø20

    1Ø20 2Ø20

    2-2

    105

    30

    40

    2Ø20 1Ø16

    2Ø20 1Ø16

    4 Ø12 4 Ø12

    4Ø10

    PAT PIETRIS 10cmHIDROIZOLATIE - TEFOND

    PARD. SLAB ARMATAPLASA #Ø6/10/10

    1010

    190

    40

    15

    40

    -0,05

    -1,95

    beton de egalizare

    1050

    5514

    5

    -2,65

    -1,50

    2x5Ø8/20 25

    7,5 7,5

    2Ø25 2Ø20

    4Ø20

    1Ø20 2Ø16

    3-3

    3Ø16

    120120

    vezi armare grinda GfA

    38Etr. Ø10/10 si 20 L=1,40 Pc52

    24

    35 39Etr. Ø8/ 20 L=1,30 Pc52

    20

    35

    110

    44

    Etr. Ø10/20 L= 3,30 Pc52

    16

    ( ptr. sect. 1-1/2-2 )

    EXTRAS ARMATURA

    S.C.BELL B.A.U. srlBd.TOMIS nr.93 Constanta

    tel/fax 0241 672 088E-mail [email protected]

    sef proiectproiectat

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    data:

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    Proiect nr.

    Faza:

    Marian Bell

    format: A4

    plansa nr: R.4.3A

    stamp.

    verificator nume cerintasemnaturaA

    O.M.839/12.10.2009

    Proiectant de specialitateSC C.G DECADA PROIECT SRL

    03/2011

    Reabilitare,extindere si dotarea unei cladiri din Zona Metropolitana Constanta,localitatea Tuzla, in vederea utilizarii acesteia drept Centru pentru Tineri

    str.Constantei nr.82 comuna Tuzla

    03/2011

    Consiliul Local Tuzla

    COSTEA CATALIN

    GRINZI FUNDATIE GfB

    160

    160

    160

    Nr . LUNGIMI IN ML .M O bare A UNEI PC52

    asem. BARE 8 10 12 16 20 251 25 2 12,00 24,002 20 2 12,00 24,003 25 4 7,20 28,804 20 4 7,20 28,805 25 2 11,40 22,806 20 2 11,40 22,807 12 8 3,00 24,008 12 8 12,00 96,009 12 8 9,30 74,40

    10 12 8 12,00 96,0011 10 8 12,00 96,0012 10 4 10,00 40,0013 20 4 8,70 34,8014 20 12 7,20 86,4015 20 4 8,00 32,0016 10 93 3,30 306,9017 10 165 2,85 470,2518 10 165 2,50 412,5019 10 38 2,95 112,1020 10 40 2,85 114,0021 8 20 1,90 38,0022 8 20 1,20 24,0023 8 10 6,30 63,0024 20 4 7,70 30,8025 16 2 7,70 15,4026 20 4 7,00 28,0027 16 2 7,00 14,0028 16 3 7,00 21,0029 20 1 3,90 3,9030 20 1 4,60 4,6031 20 1 9,80 9,8032 20 1 5,40 5,4033 20 1 3,20 3,2034 16 2 2,50 5,0035 20 2 12,00 24,0036 16 2 6,80 13,6037 20 2 10,1038 20 2 4,00 8,0039 10 163 1,40 228,2040 8 20 1,30 26,0041 8 150 0,50 75,0042 8 20 0,40 8,0043 8 20 0,354445

    LUN GIMI / O 462,20 1559,75 290,40 55,40 352,10 75,60GR EUT AT E / ML . 0,395 0,617 0,888 1,58 2,47 3,86GR EUT AT E / O 183 963 258 88 870 292T OT AL GR EUT AT E 2654

    S.C.BELL B.A.U. srlBd.TOMIS nr.93 Constanta

    tel/fax 0241 672 088E-mail [email protected]

    sef proiectproiectat

    scara 1: 75

    data:

    Titlu plansa

    Proiect

    Beneficiar

    Proiect nr.

    Faza:

    Marian Bell

    format: A2

    plansa nr: R.4.4

    stamp.

    verificator nume cerintasemnaturaA

    O.M.839/12.10.2009

    Proiectant de specialitateSC C.G DECADA PROIECT SRL

    03/2011

    Reabilitare,extindere si dotarea unei cladiri din Zona Metropolitana Constanta,localitatea Tuzla, in vederea utilizarii acesteia drept Centru pentru Tineri

    str.Constantei nr.82 comuna Tuzla

    03/2011

    Consiliul Local Tuzla

    COSTEA CATALIN

    ARMARE GRINZI FUNDATIE GfC

    NOTA: Pentru extras armatura vezi plansa R.4.4A

    GfC -65x105 /50x105 -1 buc.

    600

    -2,65

    -1,50

    1011

    5

    5055

    145

    ~3680.5

    40

    3 4 5

    S16

    6

    600

    40

    60

    26020

    0K1

    40

    -1,50

    ~3335

    40 40

    11 2

    2

    etr.Ø12/20 etr.Ø12/20 etr.Ø12/20 etr.Ø12/20 etr.Ø10/20 etr.Ø10/20

    3 33

    33

    23 29 2925 26 25 26 25 26 27 28 27 28

    2043 43

    21 7 8

    300

    S11

    67.5

    50

    S15 K1 K1 S15 S15 S15K1 K1 K1 K1 K1 K1105

    600 600 600 318

    S11

    17.5 27.5 30 30

    5

    62.5

    17.562.5

    S17

    17.527.5

    ( desfasurat)etr.Ø10/20

    45 242.5 60 540 60 540 60 540 60 542.5 55 545 45 238 80

    120 30 220 100 220 220 100 220 220 100 220 220 100 222.511

    363

    -1,50105

    2Ø10

    /20

    L=2,

    95 P

    c52

    245

    24

    24

    30

    etr.Ø8/20etr.Ø8/20etr.Ø8/20etr.Ø8/20etr.Ø8/20etr.Ø8/20etr.Ø8/20

    11 3

    3

    20

    304Ø20 L= 4,90 Pc52460

    3030 3704Ø20 L= 4,30 Pc52

    5

    3Ø25 L= 12,00 Pc52 11

    120

    2 3Ø25 L= 11,60 Pc52

    120

    1202Ø25 + 2Ø20 L= 10,30 Pc52 6 7+

    30

    1130

    120 120

    4Ø20 L= 4,20 Pc52

    30390

    8

    9

    3 2Ø20 L= 8,50 Pc52

    jos josjos

    jos

    jos

    jos

    josjos

    josjos

    jos

    jos

    josjos

    josjos

    jos

    jos

    jos

    4 2Ø20 L= 12,00 Pc52 5 2Ø20 L= 5,60 Pc52

    2x6Ø12 L= 12,00 Pc52 jos

    2x6Ø12 L= 11,00 Pc52 jos

    8010 11

    2x6Ø10 L= 13,00 Pc52 jos

    12

    2x6Ø10 L= 4,60 Pc52 13

    4Ø10 L= 12,00 Pc52

    40

    montaj

    4Ø10 L= 10,70 Pc52 montaj

    14 4Ø10 L= 10,70 Pc52 montaj

    14

    15

    4Ø10 L= 3,00 Pc52 montaj 16

    5Ø20 L= 10,00 Pc52

    30 9705Ø20 L= 7,20 Pc52

    30

    7205Ø20 L= 7,50 Pc52 17 18 19

    4Ø20 L= 7,40 Pc52 20

    120 30690

    21 4Ø20 L= 7,20 Pc52

    22

    24 23 24

    30 30 30 30 3030 30 30 30 3031

    31 2x5Ø8/20 L= 5,20 Pc52 repartitie

    32 2x5Ø8/20 L= 4,90 Pc52 repartitie

    32 32 32 33 34

    32 2x5Ø8/20 L= 4,90 Pc52 repartitie

    32 2x5Ø8/20 L= 4,90 Pc52 repartitie

    33 2x5Ø8/20 L= 8,30 Pc52 repartitie

    342x5Ø8/20 L= 3,00 Pc52

    repartitie

    2020 3502x3Ø16 L= 3,90 Pc52

    sus/jos

    203Ø16 L= 9,90 Pc52 3520

    970 jos3Ø16 L= 7,00 Pc52 36

    jos

    100 100 100 1003Ø16 L= 7,00 Pc52 36

    jos3Ø16 L= 7,00 Pc52 36

    jos3Ø16 L= 6,90 Pc52 37

    jos670

    20

    3Ø16 L= 6,00 Pc52 580 60

    39sus

    3Ø16 L= 7,80 Pc52 40

    60

    3Ø16 L= 6,60 Pc52 41

    60sus3Ø16 L= 6,60 Pc52 41

    sus sus60

    20

    3Ø16 L= 9,00 Pc52 880 sus

    42

    43

    43Etr. Ø8/10 si 20 L=1,40 Pc52

    24

    35

    ( pe zona golurilor se indesesc la 10cm)

    38

    59

    2agf. Ø8/40 L=0,80 Pc5244

    24

    4agf. Ø8/mp L=0,40 Pc5246

    4agf. Ø8/mp L=0,40 Pc52

    44

    2agf. Ø8/40 L=0,65 Pc5245

    1-1

    6Ø12

    3Ø25 2Ø20

    5Ø20

    4Ø10

    6Ø12

    190

    40

    15

    -0,05

    2x5Ø8/20 30

    17,5 17,5

    3Ø16

    3Ø16

    PAT PIETRIS 10cmHIDROIZOLATIE - TEFOND

    PARD. SLAB ARMATAPLASA #Ø6/10/10

    1010

    -1,95

    1050

    5514

    5

    -2,65

    -1,50

    6060

    beton de egalizare 185

    20 20

    Ø12/20 L= 2,15 Pc52 175

    23

    20 20

    Ø10/20 L= 2,15 Pc52 175

    24

    58

    95

    Etr. Ø12/ 20 L= 3,35 Pc5225

    Etr. Ø10/ 20 L= 2,80 Pc52

    2630

    95

    2-2

    6Ø12

    3Ø25 2Ø20

    5Ø20

    4Ø10

    6Ø12

    190

    40

    15

    -0,05

    30

    17,5 17,5

    3Ø16

    3Ø16

    PAT PIETRIS 10cmHIDROIZOLATIE - TEFOND

    PARD. SLAB ARMATAPLASA #Ø6/10/10

    1010

    -1,95

    1050

    5514

    5

    -2,65

    -1,50

    6060

    beton de egalizare 185

    20 20

    Ø12/20 L= 2,15 Pc52 175

    23

    20 20

    Ø10/20 L= 2,15 Pc52 175

    24

    65 105

    43Etr. Ø8/10 si 20 L=1,40 Pc52

    24

    35

    ( pe zona golurilor se indesesc la 10cm)

    2Ø25(2Ø20) 2Ø20

    4Ø10

    6Ø10 6Ø10

    PAT PIETRIS 10cmHIDROIZOLATIE - TEFOND

    PARD. SLAB ARMATAPLASA #Ø6/10/10

    1010

    190

    -1,95

    40

    15

    -0,05

    2x5Ø8/20 30

    10 104Ø20

    3Ø16

    3Ø16

    1050

    5514

    5

    -2,65

    -1,50

    beton de egalizare

    5050

    3-3

    Etr. Ø10/20 L= 3,90 Pc52 29140

    44

    150

    44

    95

    Etr. Ø10/ 20 L= 3,10 Pc52

    18

    95

    Etr. Ø10/ 20 L= 2,55 Pc52

    27

    28

    EXTRAS ARMATURA

    S.C.BELL B.A.U. srlBd.TOMIS nr.93 Constanta

    tel/fax 0241 672 088E-mail [email protected]

    sef proiectproiectat

    scara 1: 75

    data:

    Titlu plansa

    Proiect

    Beneficiar

    Proiect nr.

    Faza:

    Marian Bell

    format: A4

    plansa nr: R.4.4A

    stamp.

    verificator nume cerintasemnaturaA

    O.M.839/12.10.2009

    Proiectant de specialitateSC C.G DECADA PROIECT SRL

    03/2011

    Reabilitare,extindere si dotarea unei cladiri din Zona Metropolitana Constanta,localitatea Tuzla, in vederea utilizarii acesteia drept Centru pentru Tineri

    str.Constantei nr.82 comuna Tuzla

    03/2011

    Consiliul Local Tuzla

    COSTEA CATALIN

    GRINZI FUNDATIE GfC

    120120

    Nr . LUNGIMI IN ML .M O bare A UNEI PC52

    asem. BARE 8 10 12 16 20 251 25 3 12,00 36,002 25 3 11,60 34,803 20 2 8,50 17,004 20 2 12,00 24,005 20 2 5,60 11,206 25 2 10,30 20,607 20 2 10,30 20,608 20 4 4,20 16,809 20 4 4,90 19,60

    10 12 12 11,00 132,0011 12 12 12,00 144,0012 10 12 13,00 156,0013 10 12 4,60 55,2014 10 8 10,70 85,6015 10 4 12,00 48,0016 10 4 3,00 12,0017 20 5 10,00 50,0018 20 5 7,20 36,0019 20 5 7,50 37,5020 20 4 7,40 29,6021 20 4 7,20 28,8022 20 4 4,30 17,2023 12 110 2,15 236,5024 10 110 2,15 236,5025 12 100 3,25 325,0026 10 100 2,80 280,0027 10 70 3,10 217,0028 10 70 2,55 178,5029 10 75 3,90 292,5030 10 260 2,95 767,0031 8 10 5,20 52,0032 8 30 4,90 147,0033 8 10 8,30 83,0034 8 10 3,00 30,0035 16 3 9,90 29,7036 16 9 7,00 63,0037 16 3 6,90 20,7038 16 6 3,90 23,4039 16 3 6,00 18,0040 16 3 7,80 23,4041 16 6 6,60 39,6042 16 3 9,00 27,0043 8 170 1,40 238,0044 8 100 0,80 80,0045 8 70 0,65 45,5046 8 100 0,40 40,004748

    LUNGIMI / O 715,50 2328,30 837,50 244,80 308,30 91,40GREUTAT E / ML . 0,395 0,617 0,888 1,58 2,47 3,86GREUTAT E / O 283 1437 744 387 762 353T OTAL GREUT AT E 3966

    S.C.BELL B.A.U. srlBd.TOMIS nr.93 Constanta

    tel/fax 0241 672 088E-mail [email protected]

    sef proiectproiectat

    scara 1: 75

    data:

    Titlu plansa

    Proiect

    Beneficiar

    Proiect nr.

    Faza:

    Marian Bell

    format: A2

    plansa nr: R.4.5

    stamp.

    verificator nume cerintasemnaturaA

    O.M.839/12.10.2009

    Proiectant de specialitateSC C.G DECADA PROIECT SRL

    03/2011

    Reabilitare,extindere si dotarea unei cladiri din Zona Metropolitana Constanta,localitatea Tuzla, in vederea utilizarii acesteia drept Centru pentru Tineri

    str.Constantei nr.82 comuna Tuzla

    03/2011

    Consiliul Local Tuzla

    COSTEA CATALIN

    ARMARE GRINZI FUNDATIE Gfcd

    Gfcd -50x105 -1 buc.

    600-2,65

    -1,50

    1011

    5

    5055

    145

    ~2250

    45

    3 4

    K3

    45

    -1,50

    11

    etr.Ø10/20 etr.Ø10/20 etr.Ø10/20 etr.Ø10/20

    12 13 14 13 14 13 14

    24

    21

    57.5

    40

    S2

    17.5 12.520 20

    -1,50100

    etr.Ø10/20

    12

    24

    5

    S2 S2

    15 15

    600 600 92.5

    30 267.5 40 565 30

    15 15 15 15

    77.5

    570 30 57030

    2132.5

    etr.Ø10/10 140 140285etr.Ø10/10 etr.Ø10/10 etr.Ø10/20

    140 140290etr.Ø10/10 etr.Ø10/10 etr.Ø10/20

    140 140290etr.Ø10/10 etr.Ø10/10

    4Ø20 L= 7,50 Pc52 1jos 120 120720

    2030 4Ø20 L= 7,20 Pc52

    2jos

    4Ø20 L= 10,80 Pc52 3jos1050

    30

    2x4Ø12 L= 11,80 Pc52 jos

    4801160

    2x4Ø12 L= 11,80 Pc52 jos

    41160

    40

    4Ø10 L= 11,10 Pc52 montaj

    5 4Ø10 L= 11,10 Pc52 montaj

    5

    300

    20

    30 130 1302Ø20 + 2Ø25 L= 10,10 Pc52

    9806 7+ 2Ø20 + 2Ø25 L= 7,30 Pc52

    8 9+2Ø20 + 2Ø25 L= 7,80 Pc52

    750 30

    10 11+

    25

    9090

    25

    11

    11

    11

    3Ø20 L= 9,80 Pc52 955

    153Ø20 L= 7,00 Pc52 16 3Ø20 L= 6,80 Pc52

    17655

    25 25

    190 190 190 190 190 190

    25

    1Ø25 L= 5,40 Pc52 18

    25 5151Ø25 L= 4,10 Pc52 19 1Ø25 L= 4,10 Pc52 19 1Ø25 L= 2,50 Pc52 20 225

    2Ø20 L= 6,70 Pc52 645

    21 60 602Ø20 L= 6,60 Pc52 22 2Ø20 L= 9,70 Pc52

    94523

    2424 100

    45

    24

    Etr. Ø10/10 si 20 L=1,50 Pc52

    24

    40

    44

    95

    Etr. Ø10/ 20 L= 3,05 Pc52

    18

    95

    Etr. Ø10/ 20 L= 2,50 Pc52

    13

    14

    110

    44

    Etr. Ø10/20 L= 3,30 Pc52

    12 44

    2agf. Ø8/40 L=0,65 Pc5225

    BETON C20/25OTEL OB37;PC52

    4Ø20

    4Ø10

    4Ø12 4Ø12

    PAT PIETRIS 10cmHIDROIZOLATIE - TEFOND

    PARD. SLAB ARMATAPLASA #Ø6/10/10

    1010

    190

    -1,95

    45

    15

    -0,05

    2Ø20

    2Ø20

    3Ø20

    1050

    5514

    5

    -2,65

    -1,50

    beton de egalizare

    35 35

    1-1

    Etr. Ø10/20 L= 3,30 Pc52121104

    4

    120

    100

    1Ø25

    502Ø25

    24

    Etr. Ø10/10 si 20 L=1,50 Pc52

    24

    40

    44

    95

    Etr. Ø10/ 20 L= 3,05 Pc52

    18

    95

    Etr. Ø10/ 20 L= 2,50 Pc52

    13

    14

    Nr . LUNGIMI IN ML .M O bare A UNEI PC52

    asem. BARE 8 10 12 20 251 20 4 7,50 30,002 20 4 7,20 28,803 20 4 10,80 43,204 12 16 11,80 188,805 10 8 11,10 88,806 20 2 10,10 20,207 25 2 10,10 20,208 20 2 7,30 14,609 25 2 7,30 14,60

    10 20 2 7,80 15,6011 25 2 7,80 15,6012 10 100 3,30 330,0013 10 100 3,05 305,0014 10 100 2,50 250,0015 20 3 9,80 29,4016 20 3 7,00 21,0017 20 3 6,80 20,4018 25 1 5,40 5,4019 25 2 4,10 8,2020 25 1 2,50 2,5021 20 2 6,70 13,4022 20 2 6,60 13,2023 20 2 9,70 19,4024 10 155 1,50 232,5025 8 100 0,65 65,002627

    LU NGIMI / O 65,00 1206,30 188,80 269,20 66,50GREUT AT E / ML . 0,395 0,617 0,888 2,47 3,86GREUT AT E / O 26 745 168 665 257T OT AL GR EU T AT E 1861

    S.C.BELL B.A.U. srlBd.TOMIS nr.93 Constanta

    tel/fax 0241 672 088E-mail [email protected]

    sef proiectproiectat

    scara 1: 75

    data:

    Titlu plansa

    Proiect

    Beneficiar

    Proiect nr.

    Faza:

    Marian Bell

    format: A2

    plansa nr: R.4.6

    stamp.

    verificator nume cerintasemnaturaA

    O.M.839/12.10.2009

    Proiectant de specialitateSC C.G DECADA PROIECT SRL

    03/2011

    Reabilitare,extindere si dotarea unei cladiri din Zona Metropolitana Constanta,localitatea Tuzla, in vederea utilizarii acesteia drept Centru pentru Tineri

    str.Constantei nr.82 comuna Tuzla

    03/2011

    Consiliul Local Tuzla

    COSTEA CATALIN

    ARMARE GRINZI FUNDATIE GfD

    GfD -50x105 -1 buc.

    600-2,65

    -1,50

    1011

    5

    5055

    145

    ~3720

    45

    3 4

    K3

    45

    -1,50

    11

    etr.Ø10/20 etr.Ø10/20 etr.Ø10/20 etr.Ø10/20

    14 15 16 15 16 15 16

    21

    21

    57.5

    40

    S2

    17.5 12.520 20

    -1,50100

    etr.Ø10/20

    14

    21

    5

    S2 S2

    15 15

    600

    30 267.5 40 565 30

    15 15 15 15

    570 30 57030

    3635

    etr.Ø10/10 140 140285etr.Ø10/10 etr.Ø10/10 etr.Ø10/20

    140 140290etr.Ø10/10 etr.Ø10/10 etr.Ø10/20

    140 140290etr.Ø10/10 etr.Ø10/10

    4Ø20 L= 7,50 Pc52 1jos 120 120720

    2030 4Ø20 L= 7,20 Pc52

    2jos

    4Ø20 L= 7,20 Pc52 2jos

    2x4Ø12 L= 11,80 Pc52 jos

    5801160

    2x4Ø12 L= 11,80 Pc52 jos

    51160

    4Ø10 L= 12,00 Pc52 montaj

    8

    20

    30 130 1302Ø20 + 2Ø25 L= 10,10 Pc52

    9809 + 2Ø20 + 2Ø25 L= 7,30 Pc52

    25

    90

    25

    11

    11

    11

    3Ø20 L= 9,80 Pc52 955

    223Ø20 L= 7,00 Pc52 23 3Ø20 L= 9,80 Pc52 22

    955

    25

    25

    190 190 190 190 190 190

    1Ø25 L= 5,40 Pc52 24

    25 5151Ø25 L= 4,10 Pc52 25 1Ø25 L= 4,10 Pc52 25

    2Ø20 L= 6,70 Pc52 645

    28 602Ø20 L= 6,60 Pc52 29

    2Ø20 L= 6,70 Pc52 645

    28

    2121 100

    45

    BETON C20/25OTEL OB37;PC52

    4Ø20

    4Ø10

    4Ø12 4Ø12

    PAT PIETRIS 10cm

    HIDROIZOLATIE - TEFOND

    PARD. SLAB ARMATAPLASA #Ø6/10/10

    1010

    190

    -1,95

    45

    15

    -0,05

    2Ø20

    2Ø20

    3Ø20

    1050

    5514

    5

    -2,65

    -1,50

    beton de egalizare

    35 35

    1-1

    Etr. Ø10/20 L= 3,30 Pc52141104

    4

    120

    100

    1Ø25

    502Ø25

    21

    Etr. Ø10/10 si 20 L=1,50 Pc52

    24

    40

    44

    95

    Etr. Ø10/ 20 L= 3,05 Pc52

    18

    95

    Etr. Ø10/ 20 L= 2,50 Pc52

    15

    16

    300 600

    6 7 8

    S16

    55

    S11

    4517.5

    S19S2S2

    80 130 80130125

    557,527.527.5etr.Ø10/20

    etr.Ø10/10 etr.Ø10/10etr.Ø10/20

    etr.Ø10/2017.5

    27.537.5

    545 245 55

    540

    100

    45

    21 21

    21

    etr.Ø10/20600

    etr.Ø10/20600 300 62.5

    -1,50385

    15 16 15 16 15 1617 17

    18 1819 20

    6026

    0200

    2Ø10

    /20

    L=2,

    95 P

    c52

    245

    24

    24

    18

    4Ø20 L= 7,20 Pc52 2jos

    120

    4Ø25 L= 7,20 Pc52 3jos120 120

    4Ø20 L= 7,50 Pc52 jos

    30

    720

    80

    2x6Ø10 L= 10,50 Pc52 jos 2

    0

    jos 7002x6Ø10 L= 7,20 Pc52

    4Ø10 L= 12,00 Pc52 montaj

    8 4Ø10 L= 12,00 Pc52 montaj

    8

    2Ø20 + 2Ø25 L= 7,30 Pc52

    130 130

    2Ø20 + 2Ø25 L= 7,30 Pc52 4Ø20 L= 10,10 Pc52

    3098013

    90

    3Ø20 L= 7,00 Pc52 2390

    3Ø20 L= 7,00 Pc52 23

    100

    1Ø25 L= 4,10 Pc52 25 1Ø20 L= 4,40 Pc52 26

    120

    60

    2Ø20 L= 6,60 Pc52 29 2Ø20 L= 6,60 Pc52 29

    2Ø20 L= 6,60 Pc52 29

    1Ø20 L= 5,50 Pc52 27

    25525

    60 60 60

    19

    202x5Ø8/20 L= 6,90 Pc52

    repartitie 2x5Ø8/20 L= 3,80 Pc52 repartitie

    22

    22

    Etr. Ø10/20 L= 3,90 Pc52 17140

    44

    44

    2agf. Ø8/40 L=0,65 Pc5230

    24

    4agf. Ø8/mp L=0,40 Pc5231

    4agf. Ø8/mp L=0,40 Pc52

    4Ø25(4Ø20)

    4Ø10

    6Ø10 6Ø10

    PAT PIETRIS 10cmHIDROIZOLATIE - TEFOND

    PARD. SLAB ARMATAPLASA #Ø6/10/10

    1010

    190

    -1,95

    40

    15

    -0,05

    2x5Ø8/20 30

    10 104Ø20

    3Ø20

    3Ø20

    1050

    5514

    5

    -2,65

    -1,50

    beton de egalizare

    5050

    2-2

    Etr. Ø10/20 L= 3,90 Pc52 17140

    44

    150

    NOTA: Pentru extras armatura vezi plansa R.4.6A

    21

    Etr. Ø10/10 si 20 L=1,50 Pc52

    24

    40

    44

    95

    Etr. Ø10/ 20 L= 3,05 Pc52

    18

    95

    Etr. Ø10/ 20 L= 2,50 Pc52

    15

    16

    EXTRAS ARMATURA

    S.C.BELL B.A.U. srlBd.TOMIS nr.93 Constanta

    tel/fax 0241 672 088E-mail [email protected]

    sef proiectproiectat

    scara 1: 75

    data:

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    Proiect

    Beneficiar

    Proiect nr.

    Faza:

    Marian Bell

    format: A4

    plansa nr: R.4.6A

    stamp.

    verificator nume cerintasemnaturaA

    O.M.839/12.10.2009

    Proiectant de specialitateSC C.G DECADA PROIECT SRL

    03/2011

    Reabilitare,extindere si dotarea unei cladiri din Zona Metropolitana Constanta,localitatea Tuzla, in vederea utilizarii acesteia drept Centru pentru Tineri

    str.Constantei nr.82 comuna Tuzla

    03/2011

    Consiliul Local Tuzla

    COSTEA CATALIN

    GRINZI FUNDATIE GfD

    4

    67

    1011 12+ 11 12+ 11 12+

    Nr . LUNGIMI IN ML .M O bare A UNEI PC52

    asem. BARE 8 10 12 20 251 20 4 7,50 30,002 20 12 7,20 86,403 25 4 7,20 28,804 20 4 7,50 30,005 12 8 11,80 94,406 10 12 10,50 126,007 10 12 7,20 86,408 10 12 12,00 144,009 20 2 10,10 20,20

    10 25 2 10,10 20,2011 20 6 7,30 43,8012 25 6 7,30 43,8013 20 4 10,10 40,4014 10 100 3,30 330,0015 10 170 3,05 518,5016 10 170 2,50 425,0017 10 70 3,90 273,0018 10 92 2,95 271,4019 8 10 6,90 69,0020 8 10 3,80 38,0021 10 227 1,50 340,5022 20 6 9,80 58,8023 20 9 7,00 63,0024 25 1 5,40 5,4025 25 3 4,10 12,3026 20 1 4,40 4,4027 20 1 5,50 5,5028 20 4 6,70 26,8029 20 8 6,60 52,8030 8 150 0,65 97,5031 8 30 0,45 13,503233

    LUNGIMI / O 218,00 2514,80 94,40 462,10 110,50GREUT AT E / ML . 0,395 0,617 0,888 2,47 3,86GREUT AT E / O 87 1552 84 1142 427T OT AL GREUT AT E 3292

    S.C.BELL B.A.U. srlBd.TOMIS nr.93 Constanta

    tel/fax 0241 672 088E-mail [email protected]

    sef proiectproiectat

    scara 1: 75

    data:

    Titlu plansa

    Proiect

    Beneficiar

    Proiect nr.

    Faza:

    Marian Bell

    format: A2

    plansa nr: R.4.7

    stamp.

    verificator nume cerintasemnaturaA

    O.M.839/12.10.2009

    Proiectant de specialitateSC C.G DECADA PROIECT SRL

    03/2011

    Reabilitare,extindere si dotarea unei cladiri din Zona Metropolitana Constanta,localitatea Tuzla, in vederea utilizarii acesteia drept Centru pentru Tineri

    str.Constantei nr.82 comuna Tuzla

    03/2011

    Consiliul Local Tuzla

    COSTEA CATALIN

    ARMARE GRINZI FUNDATIE GfE

    GfE -65x105 -1 buc.

    BETON C20/25OTEL OB37;PC52

    600

    -2,65

    -1,50

    1011

    5

    5055

    145

    ~2360

    40

    3 4 5

    40

    -1,50

    ~2147.5

    1

    etr.Ø12/20 etr.Ø12/20 etr.Ø12/20 etr.Ø12/20

    14 17 18 17 18

    21

    300

    S11

    57.5

    40

    S14 S2 S15 S15 S15

    600 600 202.5

    17.5 27.5 35 3545 237.5 70 535 60 540 60 540 60

    105

    etr.Ø10/10etr.Ø10/10etr.Ø10/10etr.Ø10/10

    122.5

    3Ø25 L= 7,50 Pc52 1

    120

    3 3Ø25 L= 12 ,00 Pc52 30

    1170

    120 120

    4 2Ø20 L= 8,70 Pc52

    jos

    josjos

    jos

    jos

    5 2Ø20 L= 12,00 Pc52 6 2Ø20 L= 5,90 Pc52

    2x6Ø12 L= 12,00 Pc52 jos

    2x6Ø12 L= 12,00 Pc52 jos

    404Ø10 L= 11,50 Pc52

    montaj4Ø10 L= 11,50 Pc52

    montaj

    5Ø25 L= 10,00 Pc52

    30 9702Ø25 +3Ø20 L= 7,20 Pc52

    30810

    10

    22 2x5Ø8/20 L= 15,00 Pc52 repartitie

    3Ø20 L= 10,00 Pc52 2630

    970 jos2Ø20+1Ø16 L= 7,00 27

    jos

    100 100

    jos

    30

    3Ø20 L= 5,80 Pc52 550 60

    31sus

    60sus sus

    120120

    etr.Ø12/20

    1090 55 90

    7.590 55 90 55 90 55 90

    7.57.590559055905590

    7.5

    10

    140

    14x3

    Ø12

    L=1

    ,5 P

    c52

    30

    120720

    3Ø25 L= 7,20 Pc52 2

    30

    840

    30

    560

    50

    7 7

    8 8

    9 11+ 2Ø25 +3Ø20 L= 8,40 Pc52 12 13+

    1

    11

    22

    17 18 15

    22

    15 16

    22

    33

    2Ø10

    /20

    L=2,

    95 P

    c52

    245

    24

    24

    192Ø

    10/2

    0 L=

    2,15

    Pc5

    2

    24

    24

    165

    20

    21

    3Ø12 L= 3,50 Pc52 23

    24 3Ø12 L= 12,00 Pc52

    25

    2525 25

    28+ 302Ø20+1Ø16 L= 7,10 Pc52 29 30+

    680

    2Ø20+1Ø16 L= 7,60 32 33+

    252.5

    2Ø20+1Ø16 L= 9,90 34 35+

    960 30

    1-1

    6Ø12

    3Ø25 2Ø20

    5Ø25

    4Ø10

    6Ø12

    190

    40

    15

    -0,05

    30

    35

    3Ø20

    3Ø20

    PAT PIETRIS 10cmHIDROIZOLATIE - TEFOND

    PARD. SLAB ARMATAPLASA #Ø6/10/10

    1010

    -1,95

    1050

    5514

    5

    -2,65

    -1,50

    6075~250

    beton de egalizare 200

    20 20

    Ø14/20 Lvar = 2,90 ~ 4,10 Pc52 var. 250 ~ 370

    20 20

    65 105

    58

    95

    Etr. Ø12/ 20 L= 3,35 Pc5217

    Etr. Ø10/ 20 L= 2,80 Pc52

    1830

    95

    25Etr. Ø10/10 L=1,40 Pc52

    24

    35

    25Etr. Ø10/10 L=1,40 Pc52

    24

    35 59

    2agf. Ø8/40 L=0,80 Pc5236

    24

    4agf. Ø8/mp L=0,40 Pc5237

    4agf. Ø8/mp L=0,40 Pc52

    var. 250 ~ 370Ø14/20 Lvar = 2,90 ~ 4,10 Pc52

    + var. 55 ~ 175

    14

    14

    2-2

    6Ø12

    3Ø25 2Ø20

    3Ø20

    4Ø10

    6Ø12

    40

    15

    -0,05

    35

    2Ø20

    2Ø20

    -1,95

    1050

    5514

    5

    -2,65

    -1,50

    6075

    beton de egalizare 200

    20 20

    Ø12/20 L= 2,30 Pc52 190

    15

    20 20

    Ø12/20 L= 2,30 Pc52 190

    15

    1Ø16

    1Ø16

    2x5Ø8/20 30

    2Ø25

    Tefo

    nd

    CTA -0,95

    2-2

    6Ø12

    3Ø25 2Ø20

    3Ø20

    4Ø10

    6Ø12

    40

    15

    -0,05

    35

    2Ø20

    2Ø20

    -1,95

    1050

    5514

    5

    -2,65

    -1,50

    60

    beton de egalizare

    1Ø16

    1Ø16

    2x5Ø8/20 30

    2Ø25

    200

    20 20

    20 20365Ø14/20 L = 4,05 Pc52

    16

    16

    75 ~170

    ~170

    -2,05

    365Ø14/20 L = 4,05 Pc52

    Nr . LUNGIMI IN ML .M O bare A UNEI PC52

    asem. BARE 8 10 12 14 16 20 251 25 3 7,50 22,502 25 3 7,20 21,603 25 3 12,00 36,004 20 2 8,70 17,405 20 2 12,00 24,006 20 2 5,90 11,807 12 24 12,00 288,008 10 8 11,50 92,009 25 5 10,00 50,00

    10 25 2 7,20 14,4011 20 3 7,20 21,6012 25 2 8,40 16,8013 20 3 8,40 25,2014 14 72 4,10 295,2015 12 106 2,30 243,8016 14 56 4,05 226,8017 12 110 3,35 368,5018 10 110 2,80 308,0019 10 42 2,95 123,9020 10 100 2,15 215,0021 12 42 1,50 63,0022 8 10 15,00 150,0023 12 3 3,50 10,5024 12 3 12,00 36,0025 10 185 1,40 259,0026 20 3 10,00 30,0027 20 2 7,00 14,0028 16 1 7,00 7,0029 20 2 7,10 14,2030 16 1 7,10 7,1031 20 3 5,80 17,4032 20 2 7,60 15,2033 16 1 7,60 7,6034 20 2 9,90 19,8035 16 1 9,90 9,9036 8 100 0,80 80,0037 8 50 0,40 20,00383940

    LUN GIMI / O 250,00 997,90 1009,80 522,00 31,60 210,60 161,30GREUT AT E / ML . 0,395 0,617 0,888 1,21 1,58 2,47 3,86GREUT AT E / O 99 616 897 632 50 521 623T OT AL GREUT AT E 3438

    variabil

    S.C.BELL B.A.U. srlBd.TOMIS nr.93 Constanta

    tel/fax 0241 672 088E-mail [email protected]

    sef proiectproiectat

    scara 1: 75

    data:

    Titlu plansa

    Proiect

    Beneficiar

    Proiect nr.

    Faza:

    Marian Bell

    format: A2

    plansa nr: R.4.8

    stamp.

    verificator nume cerintasemnaturaA

    O.M.839/12.10.2009

    Proiectant de specialitateSC C.G DECADA PROIECT SRL

    03/2011

    Reabilitare,extindere si dotarea unei cladiri din Zona Metropolitana Constanta,localitatea Tuzla, in vederea utilizarii acesteia drept Centru pentru Tineri

    str.Constantei nr.82 comuna Tuzla

    03/2011

    Consiliul Local Tuzla

    COSTEA CATALIN

    ARMARE GRINZI FUNDATIE Gfef ; GfF

    Gfef -40x105 -1 buc.

    BETON C20/25OTEL OB37;PC52

    -2,65

    -1,50

    1011

    5

    5055

    145

    ~800

    40 40

    ~605

    etr.Ø10/20605

    S12

    40

    40

    S13

    50

    90 55 90

    11 2

    55

    40 40

    S2

    100

    500 55 35 30

    90 75

    155etr.Ø10/20

    35

    120

    99°

    1 4Ø20 L= 8,15 Pc52 jos

    30

    635

    150

    2 2x6Ø12 L= 7,45 Pc52 jos

    20

    725

    150

    99°

    3 4Ø10 L= 7,00 Pc52 580 120

    99° 150

    30

    4 4Ø20 L= 8,15 Pc52 635

    7 6

    10

    140

    5x3Ø

    12 L

    =1,5

    Pc5

    2

    2Ø10

    /20

    L=2,

    95 P

    c52

    245

    24

    24

    2Ø10

    /20

    L=2,

    15 P

    c52

    24

    24

    165

    99° 110

    9 8

    2x5Ø8/20 L= 7,30 Pc52 repartitie5

    10

    3Ø12 L= 5,50 Pc52 11

    20

    2x2Ø20 +2x1Ø16 L= 7,25 Pc52 595 sus/jos

    etr.Ø10/20

    12 13+

    40

    -0,0514

    14Etr. Ø10/10 si 20 L=1,40 Pc52

    24

    35

    34

    2agf. Ø8/40 L=0,55 Pc5215

    24

    4agf. Ø8/mp L=0,40 Pc5216

    4agf. Ø8/mp L=0,40 Pc52

    GfF -50x105 -1 buc.

    ~1930

    5

    k2

    367.5

    1535

    6 7 8

    S11

    45

    S11

    4522.5

    S20

    22.522.5etr.Ø10/20 etr.Ø10/2022.537.5

    555 240 55

    540

    40

    etr.Ø10/20600

    etr.Ø10/20600 62.5

    43 44 43 44 43 4442 42

    6026

    0200

    3

    S20

    17.5 37.528530

    35

    54055

    15 50

    -0,30

    175

    6010

    300

    17.5

    -2,65

    10

    140

    12x3

    Ø12

    L=1

    ,5 P

    c52

    2Ø10

    /20

    L=2,

    95 P

    c52

    245

    24

    24

    2Ø10

    /20

    L=2,

    15 P

    c52

    24

    24

    165

    9 8

    102Ø10

    /20

    L=2,

    90 P

    c52

    220

    24

    2455

    1010

    27.5 9047.5

    9012.5

    90 182.5

    22

    3

    33

    102.5 90 205 90 67.5 122.5 90

    3Ø20 L= 4,60 Pc52 jos

    30

    43017

    jos1050

    30

    120

    2Ø20 + 2Ø25 L= 10,80 Pc52 18 19+

    30

    jos7202Ø20 + 2Ø25 L= 7,50 Pc52 20 21+

    80

    2x6Ø12 L= 10,20 Pc52 jos

    20

    1000

    222x6Ø12 L= 10,20 Pc52

    jos1000

    22

    20

    40

    4Ø10 L= 7,70 Pc52 4Ø10 L= 7,70 Pc52 2323 montaj montaj

    25 2x5Ø8/20 L= 15,00 Pc52 repartitie24

    2x8Ø8/20 L= 3,20 Pc52 repartitie

    3Ø12 L= 4,50 Pc52 30 3Ø12 L= 1,80 31 3Ø12 L= 1,80 31 3Ø12 L= 1,80

    32

    32

    24

    3Ø20 L= 4,00 Pc52 38020 33

    20

    20

    60952Ø20+1Ø16 L= 6,80 34

    jos35+

    660 2Ø20+1Ø16 L= 9,80 36

    jos37+

    960

    20

    20

    2Ø20+1Ø16 L= 9,80 38 39+

    960 sus2Ø20+1Ø16 L= 6,40 40 41+

    620 sus

    14Etr. Ø10/10 si 20 L=1,40 Pc52

    24

    35

    44

    2agf. Ø8/40 L=0,65 Pc5245

    Etr. Ø10/20 L= 3,90 Pc52 42140

    44

    44

    95

    Etr. Ø10/ 20 L= 3,05 Pc52

    18

    95

    Etr. Ø10/ 20 L= 2,50 Pc52

    43

    44

    ( pe zona golurilor se indesesc la 10cm) ( pe zona golurilor se indesesc la 10cm)

    etr.Ø10/20

    NOTA: Pentru extras armatura vezi plansa R.4.8A

    EXTRAS ARMATURA

    S.C.BELL B.A.U. srlBd.TOMIS nr.93 Constanta

    tel/fax 0241 672 088E-mail [email protected]

    sef proiectproiectat

    scara 1: 75

    data:

    Titlu plansa

    Proiect

    Beneficiar

    Proiect nr.

    Faza:

    Marian Bell

    format: A4

    plansa nr: R.4.8A

    stamp.

    verificator nume cerintasemnaturaA

    O.M.839/12.10.2009

    Proiectant de specialitateSC C.G DECADA PROIECT SRL

    03/2011

    Reabilitare,extindere si dotarea unei cladiri din Zona Metropolitana Constanta,localitatea Tuzla, in vederea utilizarii acesteia drept Centru pentru Tineri

    str.Constantei nr.82 comuna Tuzla

    03/2011

    Consiliul Local Tuzla

    COSTEA CATALIN

    GRINZI FUNDATIE Gfef ; GfF

    4Ø20

    4Ø10

    6Ø12 6Ø12

    -1,95

    40

    15

    -0,05

    305 5

    4Ø20

    2Ø20

    2Ø20

    1050

    5514

    5

    -2,65

    -1,50

    beton de egalizare

    var45

    1-1

    1Ø16

    1Ø16

    3Ø12

    40

    CTA -0,95 Etr. Ø10/ 20 L= 2,80 Pc5234

    95

    6

    Etr. Ø10/ 20 L= 2,45 Pc5215

    95

    7

    Etr. Ø10/ 20 L= 2,80 Pc5234

    95

    6

    Etr. Ø10/ 20 L= 2,45 Pc5215

    95

    7

    3Ø20

    6Ø12 6Ø12

    -2,05

    -0,30

    30

    3Ø20

    1050

    -2,65

    beton de egalizare

    55

    2-2

    CTA -0,95

    2x8Ø8/20

    175

    30 6802Ø20 + 2Ø25 L= 7,10 Pc52 26 27+

    105 309702Ø20 + 2Ø25 L= 10,00 Pc52 28 29+

    2Ø20

    4Ø10

    6Ø12 6Ø12

    -1,95

    4015

    -0,05

    2x5Ø8/20 30

    15 52Ø20

    2Ø20

    2Ø20

    1050

    5514

    5

    -2,65

    -1,50

    beton de egalizare

    5050

    3-3

    Etr. Ø10/20 L= 3,90 Pc52 42140

    44

    1502Ø25

    2Ø25

    CTA -0,95

    1Ø16

    1Ø16

    Nr . LUNGIMI IN ML .M O bare A UNEI PC52

    asem. BARE 8 10 12 16 20 251 20 4 8,15 32,602 12 12 7,45 89,403 10 4 7,00 28,004 20 4 8,15 32,605 8 10 7,30 73,006 10 27 2,80 75,607 10 27 2,45 66,158 10 96 2,95 283,209 10 90 2,15 193,50

    10 12 51 1,50 76,5011 12 3 5,50 16,5012 20 4 7,25 29,0013 16 2 7,25 14,5014 10 140 1,40 196,0015 8 50 0,55 27,5016 8 100 0,40 40,0017 20 3 4,60 13,8018 20 2 10,80 21,6019 25 2 10,80 21,6020 20 2 7,50 15,0021 25 2 7,50 15,0022 12 24 10,20 244,8023 10 8 7,70 61,6024 8 16 3,20 51,2025 8 10 15,00 150,0026 20 2 7,10 14,2027 25 2 7,10 14,2028 20 2 10,00 20,0029 25 2 10,00 20,0030 12 3 4,50 13,5031 12 9 1,80 16,2032 10 28 2,90 81,2033 20 3 4,00 12,0034 20 2 6,80 13,6035 16 1 6,80 6,8036 20 2 9,80 19,6037 16 1 9,80 9,8038 20 2 9,80 19,6039 16 1 9,80 9,8040 20 2 6,40 12,8041 16 1 6,40 6,4042 10 65 3,90 253,5043 10 70 3,05 213,5044 10 70 2,50 175,0045 8 130 0,65 84,504647

    LUNGIMI / O 426,20 1627,25 456,90 47,30 256,40 70,80GREUT AT E / ML . 0,395 0,617 0,888 1,58 2,47 3,86GREUT AT E / O 169 1005 406 75 634 274T OT AL GREUT AT E 2563

    2020

    3Ø16 L= 4,20 Pc52 380

    12

    20

    17 3Ø16 L= 2,60 Pc52 220 20

    40

    30 30

    D.A.L.I.P.T.

    D.D.E.

    D.A.L.I.P.T.

    D.D.E.

    D.A.L.I.P.T.

    D.D.E.

    D.A.L.I.P.T.

    D.D.E.

    D.A.L.I.P.T.

    D.D.E.

    D.A.L.I.P.T.

    D.D.E.

    D.A.L.I.P.T.

    D.D.E.

    D.A.L.I.P.T.

    D.D.E.

    D.A.L.I.P.T.

    D.D.E.

    D.A.L.I.P.T.

    D.D.E.

    D.A.L.I.P.T.

    D.D.E.

    D.A.L.I.P.T.

    D.D.E.

    D.A.L.I.P.T.

    D.D.E.

    D.A.L.I.P.T.

    D.D.E.

    D.A.L.I.P.T.

    D.D.E.

  • S.C.BELL B.A.U. srlBd.TOMIS nr.93 Constanta

    tel/fax 0241 672 088E-mail [email protected]

    sef proiect

    proiectatscara 1: 75

    data:

    Titlu plansa

    Proiect

    Beneficiar

    Proiect nr.

    Faza:

    Marian Bell

    format: A2

    plansa nr: R.4.9

    stamp.

    verificator nume cerintasemnaturaA

    O.M.839/12.10.2009

    Proiectant de specialitateSC C.G DECADA PROIECT SRL

    03/2011

    Reabilitare,extindere si dotarea unei cladiri din Zona Metropolitana Constanta,localitatea Tuzla, in vederea utilizarii acesteia drept Centru pentru Tineri

    str.Constantei nr.82 comuna Tuzla

    03/2011

    Consiliul Local Tuzla

    COSTEA CATALIN

    ARMARE GRINZI FUNDATIE Gf1a ; Gf1b ; G2aBETON C20/25OTEL OB37;PC52

    NOTA: Pentru extras armatura vezi plansa R.4.9A

    Gf2 -50x105

    855

    50

    50 50

    45 40

    114

    15

    5Gf2a -40x105

    7,55

    5

    Gf1a -40x105

    Gf1b -40x

    105

    Gf1 -50x105

    4540

    95

    30

    562.6

    435

    281.2

    855

    114

    435

    281.2

    S730x80

    S8

    S9

    S1030x75

    S1145x45

    S230x30

    S1560x70

    k530x30

    20

    var. 380

    ~ 530

    2Ø14/20

    Lvar =

    4,00 ~ 5

    ,50 Pc5

    2

    sus/jos

    1

    8502Ø12/20 L = 8,90 Pc52

    20

    20

    sus/jos

    2

    Gf1b -40x105 -1 buc.

    755-2,65

    -1,50

    1011

    5

    50

    30

    45

    5055

    S2145

    ~855

    40

    755

    7

    4Ø16 L= 9,05 Pc52 845

    30 30

    montaj4Ø10 L= 7,10 Pc52

    4Ø16 L= 8,10 Pc52

    30 30

    8

    2x5Ø8/20 L= 7,40 Pc52 repartitie

    20

    10 2x3Ø16 L= 7,85 Pc52 745 sus/jos 20

    etr.Ø10/20

    jos

    5

    45

    etr.Ø8/20

    S10

    100 75 397.53067.5 55

    5

    45

    50

    k5 S8

    etr.Ø8/20 etr.Ø8/20-0,05

    3

    4

    7505

    6

    2Ø10

    /20

    L=2,

    95 P

    c52

    245

    24

    24

    8

    6 9

    11

    Etr. Ø10/ 20 L= 2,80 Pc5234

    95

    7

    4Ø16

    4Ø10

    2Ø12/20 2Ø12/20

    -1,95

    40

    15

    -0,05

    3055

    4Ø16

    3Ø16

    3Ø16

    1050

    5514

    5

    -2,65

    -1,50

    beton de egalizare

    var45

    1-1

    CTA -0,95 2x5Ø8/20

    Etr. Ø8/ 20 L=1,40 Pc5224

    35

    34

    2agf. Ø8/40 L=0,55 Pc5211

    24

    4agf. Ø8/mp L=0,40 Pc5212

    4agf. Ø8/mp L=0,40 Pc52

    245

    ~385

    275

    21530

    5

    45

    50

    S2

    etr.Ø8/2030

    330

    ~435

    330

    10030

    9555

    5

    45

    50

    S7S8

    etr.Ø8/2050

    etr.Ø8/20

    S9 550

    55

    9

    8

    2Ø10

    /20

    L=2,

    95 P

    c52

    245

    24

    24

    8

    -2,65

    -1,50

    1011

    5

    5055

    145

    40

    -0,05

    20

    17 2x3Ø16 L= 3,60 Pc52 320 sus/jos

    Gf2a -40x105 -1 buc.

    20

    4Ø16 L= 4,85 Pc52 425

    30

    jos

    3013

    9

    montaj4Ø10 L= 2,70 Pc52

    14

    30 30

    15 4Ø16 L= 3,90 Pc52 330

    2x5Ø8/20 L= 3,00 Pc52 repartitie16

    16

    7

    Etr. Ø10/ 20 L= 2,80 Pc5234

    95

    7

    Etr. Ø8/ 20 L=1,40 Pc5224

    35 9

    90

    Gf1a -40x105 -1 buc.

    11

    11

    20

    22 2x3Ø16 L= 3,05 Pc52 265 sus/jos 20

    4Ø16 L= 4,35 Pc52 375

    30

    jos

    30

    18

    montaj4Ø10 L= 2,30 Pc52

    19

    2040

    -2,65

    -1,50

    1011

    5

    5055

    145

    40

    -0,05

    8

    2Ø10

    /20

    L=2,

    95 P

    c52

    245

    24

    24

    8

    Etr. Ø8/ 20 L=1,40 Pc5224

    35 9

    29020 4Ø16 L= 3,50 Pc52

    3030

    2x5Ø8/20 L= 2,60 Pc52 repartitie21

    Etr. Ø10/ 20 L= 2,80 Pc5234

    95

    7

    21

    9

    7

    34

    2agf. Ø8/40 L=0,55 Pc5211

    24

    4agf. Ø8/mp L=0,40 Pc5212

    4agf. Ø8/mp L=0,40 Pc52

    etr.Ø10/20

    etr.Ø10/20

    EXTRAS ARMATURA

    S.C.BELL B.A.U. srlBd.TOMIS nr.93 Constanta

    tel/fax 0241 672 088E-mail [email protected]

    sef proiectproiectat

    scara 1: 75

    data:

    Titlu plansa

    Proiect

    Beneficiar

    Proiect nr.

    Faza:

    Marian Bell

    format: A4

    plansa nr: R.4.9A

    stamp.

    verificator nume cerintasemnaturaA

    O.M.839/12.10.2009

    Proiectant de specialita