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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


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


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



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


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


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


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



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


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


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



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



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



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



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



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


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


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


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



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



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


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



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


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



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



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



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


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



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



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



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



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



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



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



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


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


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



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



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


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



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


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



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



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



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



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



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



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



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



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



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


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


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




scara 1: 75

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A4

plansa nr: R.4A

stamp.


O.M.839/12.10.2009


03/2011



03/2011


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




scara 1: 75

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.4.1

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

ARMARE GRINZI FUNDATIE Gfab

NOTA: Pentru extras armatura vezi plansa R.4.1A


~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 4

jos

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


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


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




scara 1: 75

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A4

plansa nr: R.4.1A

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

GRINZI FUNDATIE Gfab


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





scara 1: 75

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.4.2

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

ARMARE GRINZI FUNDATIE Gf2' ; Gf3'



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



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


-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


10

130

2x3Ø

12 L

=1,4

Pc5

29

7

2Ø10

/20

L=2,

95 P

c52

245

24

24

7

16


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




scara 1: 75

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A4

plansa nr: R.4.2A

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

GRINZI FUNDATIE Gf2' ; Gf3'


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





scara 1: 75

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A2

plansa nr: R.4.3

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

ARMARE GRINZI FUNDATIE GfB



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+ 3030

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 Pc52144Ø20 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


2520 2Ø20+1Ø16 L= 7,70 Pc52750

24 25+2Ø20+1Ø16 L= 7,00 Pc52

67526 27+

3Ø16 L= 7,00 Pc5228 25 2Ø20+1Ø16 L= 7,00 Pc52675

2726 +

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 25 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



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



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



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




scara 1: 75

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A4

plansa nr: R.4.3A

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

GRINZI FUNDATIE GfB

160

160

160


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




scara 1: 75

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A2

plansa nr: R.4.4

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

ARMARE GRINZI FUNDATIE GfC


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 30 220 100 220 220 100 220 220 100 220 220 100 222.5

11

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 jos jos

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 3069021 4Ø20 L= 7,20 Pc52

22

24 23 24

30 30 30 30 3030 30 30 30 3031



32 32 32 33 34




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


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



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



1010

-1,95

1050

5514

5

-2,65

-1,50

6060


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


2Ø25(2Ø20) 2Ø20

4Ø10

6Ø10 6Ø10



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




scara 1: 75

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A4

plansa nr: R.4.4A

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

GRINZI FUNDATIE GfC

120120


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




scara 1: 75

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A2

plansa nr: R.4.5

stamp.


O.M.839/12.10.2009


03/2011



03/2011


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


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 2

jos4Ø20 L= 10,80 Pc52 3

jos1050

30

2x4Ø12 L= 11,80 Pc52 jos

4801160

2x4Ø12 L= 11,80 Pc52 jos

41160

40


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 17

655

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 60

2Ø20 L= 6,60 Pc52 22 2Ø20 L= 9,70 Pc52 945

23

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


4Ø20

4Ø10

4Ø12 4Ø12



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 Pc5212110

44

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


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




scara 1: 75

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A2

plansa nr: R.4.6

stamp.


O.M.839/12.10.2009


03/2011



03/2011


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


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 2

jos4Ø20 L= 7,20 Pc52 2

jos

2x4Ø12 L= 11,80 Pc52 jos

5801160

2x4Ø12 L= 11,80 Pc52 jos

51160


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 60

2Ø20 L= 6,60 Pc52 292Ø20 L= 6,70 Pc52

64528

2121 100

45


4Ø20

4Ø10

4Ø12 4Ø12

PAT PIETRIS 10cm



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 Pc5214110

44

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 20

jos 7002x6Ø10 L= 7,20 Pc52


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 292Ø20 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



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


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




scara 1: 75

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A4

plansa nr: R.4.6A

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

GRINZI FUNDATIE GfD

4

67

1011 12+ 11 12+

11 12+


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




scara 1: 75

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A2

plansa nr: R.4.7

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

ARMARE GRINZI FUNDATIE GfE

GfE -65x105 -1 buc.


600

-2,65

-1,50

1011

5

5055

145

~2360

40

3 4 5

40

-1,50

~2147.5

1


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


montaj

5Ø25 L= 10,00 Pc52

30 9702Ø25 +3Ø20 L= 7,20 Pc52

30810

10


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

192Ø10

/20

L=2,

15 P

c52

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



1010

-1,95

1050

5514

5

-2,65

-1,50

6075~250


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


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


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




scara 1: 75

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A2

plansa nr: R.4.8

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

ARMARE GRINZI FUNDATIE Gfef ; GfF

Gfef -40x105 -1 buc.


-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


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


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 36jos

37+

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


EXTRAS ARMATURA




scara 1: 75

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A4

plansa nr: R.4.8A

stamp.


O.M.839/12.10.2009


03/2011



03/2011


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


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.



sef proiect

proiectatscara 1: 75

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A2

plansa nr: R.4.9

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

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


Gf2 -50x105

855

50

50 50

45 40

114

15

5Gf2a -40x105

7,55

5

Gf1a -40x105

Gf1b -40x105

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 Pc52

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


4Ø16 L= 8,10 Pc52

30 30

8


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


14

30 30

15 4Ø16 L= 3,90 Pc52

330


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


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


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




scara 1: 75

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A4

plansa nr: R.4.9A

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

variabil

NOTA: Marca 1 se va debita si fasona la fata locului direct pe cofraj

GRINZI FUNDATIE Gf1a ; Gf1b ; G2a


asem. BARE 8 10 12 14 161 14 86 5,50 473,002 12 44 8,90 391,603 16 4 9,05 36,204 10 4 7,10 28,405 16 4 8,10 32,406 8 10 7,40 74,007 10 62 2,80 173,608 10 96 2,95 283,209 8 48 1,40 67,20

10 16 6 7,85 47,1011 8 62 0,55 34,1012 8 60 0,40 24,0013 16 4 4,85 19,4014 10 4 2,70 10,8015 16 4 3,90 15,6016 8 10 3,00 30,0017 16 6 3,60 21,6018 16 4 4,35 17,4019 10 4 2,30 9,2020 16 4 3,50 14,0021 8 10 2,60 26,0022 16 6 3,05 18,30232425

LU NGIMI / O 255,30 505,20 391,60 473,00 222,00GREUT AT E / ML . 0,395 0,617 0,888 1,21 1,58GREUT AT E / O 101 312 348 573 351T OT AL GREUT AT E 1685



sef proiect


data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A2

plansa nr: R.4.10

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

ARMARE GRINZI FUNDATIE Gf1 ; Gf7'BETON C20/25OTEL OB37;PC52


Gf1 -50x105 -1 buc.

-2,65

-1,50

1011

5

87.5

60

5055

145

~1252.5

40

~1137.5

8

20

13 2x3Ø16 L= 11,65 Pc52 920 sus/jos

20

etr.Ø10/20

70

5

45

65

S12

etr.Ø8/20-0,05

7

11

S11S11S11

C D E F

5

600 300 200etr.Ø10/20 etr.Ø10/20

494.5 45 315.5 45 122.5etr.Ø8/10etr.Ø8/10si20

14Etr. Ø8/10 si 20 L=1,40 Pc52

24

35


8

170 90 100 90 44.5

50

205171°

graif.in plan oriz.

30

4Ø20 L= 11,90 Pc52 925

30

205171°

graif.in plan oriz.

3020

2030

120 2602204Ø20 L= 9,30 Pc52

900 jos1 4Ø20 L= 5,10 Pc52 2

2x4Ø12 L= 4,40 Pc52 jos3 420 80 260640

2x4Ø12 L= 9,20 Pc52 jos

jos


4

5

6


7

9 9

6026

0200

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

9 8

10

11

11 12

3Ø12 L= 4,20 Pc52

123Ø12 L= 2,00 Pc52

14

1715 16

9

44

2agf. Ø8/40 L=0,65 Pc5218

24

4agf. Ø8/mp L=0,40 Pc5219

4agf. Ø8/mp L=0,40 Pc52

120

44

Etr. Ø10/20 L= 3,50 Pc5215

44

95

Etr. Ø10/ 20 L= 3,05 Pc52

18

95

Etr. Ø10/ 20 L= 2,50 Pc52

16

17

4Ø20

4Ø10

4Ø12 4Ø12

-1,95

40

15

-0,05

3020

4Ø20

3Ø16

3Ø16

1050

5514

5

-2,65

-1,50

beton de egalizare

4040

1-1

CTA -0,95 2x5Ø8/20

130

120

44

Etr. Ø10/20 L= 3,50 Pc5215

45

Gf 7' -40x105 -1 buc.

-2,65

-1,50

1011

5

62.5

40

5055

145

~1294

40

~1197.5

8

etr.Ø10/20

10

45

65

S17

etr.Ø8/10 si 20-0,05

2

S5aS4

A C

~1166,5

435 55 430etr.Ø8/20

8

9

6020

0

3231 33

80 197.5

1359087.590

404040

40

2Ø20 L= 4,30 Pc52 400 jos

120

203030

2Ø20 L= 10,40 Pc52 1010 jos

21 30

2Ø16 L= 9,10 Pc52 22jos880

2Ø16 L= 5,50 Pc52 23jos520

30

2x4Ø12 L= 7,00 Pc52 jos

20

68024

202x4Ø12 L= 7,00 Pc52 jos680

24

120

80


10

140

4x3Ø

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

9 8

10

20 11802Ø20 + 2Ø16 L= 12,00 Pc52 26 27+


28

28

29 3Ø12 L= 3,60 Pc52

29

14Etr. Ø8/10 si 20 L=1,40 Pc52

24

35


14

30 2x3Ø16 L= 11,40 Pc52 1120 sus/jos20

34

2agf. Ø8/40 L=0,55 Pc5234

110

44

Etr. Ø10/20 L= 3,30 Pc5231

Etr. Ø10/ 20 L= 2,80 Pc5234

95

32Etr. Ø10/ 20 L= 2,45 Pc52

15

95

33

2

2Ø20

4Ø10

4Ø12 4Ø12

-1,95

40

15

-0,05

305 5

2Ø16

3Ø16

3Ø16

1050

5514

5

-2,65

-1,50

beton de egalizare

4040

2-2

3Ø12

40

CTA -0,95

2Ø16

2Ø20

120

110

44

Etr. Ø10/20 L= 3,30 Pc5231

EXTRAS ARMATURA



sef proiect


data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A4

plansa nr: R.4.10A

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

GRINZI FUNDATIE Gf1 ; Gf 7'


asem. BARE 8 10 12 16 201 20 4 9,30 37,202 20 4 5,10 20,403 12 8 4,40 35,204 12 8 9,20 73,605 10 4 10,20 40,806 20 4 11,90 47,607 8 10 11,10 111,008 10 132 2,95 389,409 10 50 2,15 107,50

10 12 27 1,50 40,5011 12 3 4,20 12,6012 12 3 2,00 6,0013 16 6 11,65 69,9014 8 120 1,40 168,0015 10 60 3,50 210,0016 10 55 3,05 167,7517 10 55 2,50 137,5018 8 50 0,65 32,5019 8 80 0,40 32,0020 20 2 4,30 8,6021 20 2 10,40 20,8022 16 2 9,10 18,2023 16 2 5,50 11,0024 12 16 7,00 112,0025 10 4 9,30 37,2026 20 2 12,00 24,0027 16 2 12,00 24,0028 8 10 10,00 100,0029 12 3 3,60 10,8030 16 6 11,40 68,4031 10 65 3,30 214,5032 10 44 2,80 123,2033 10 44 2,45 107,8034 8 44 0,55 24,203536

LUNGIMI / O 467,70 1535,65 290,70 191,50 158,60GREUT AT E / ML . 0,395 0,617 0,888 1,58 2,47GREUT AT E / O 185 948 259 303 392T OT AL GREUTAT E 2087




scara 1: 75

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A2

plansa nr: R.4.11

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

ARMARE GRINZI FUNDATIE Gf2BETON C20/25OTEL OB37;PC52

Gf2 -50x105/65x105 -1 buc.

-2,65

-1,50

1011

5

600

5055

145

~1720

40

~1365

10

-0,05

22

S14k3S15

D E F

300 200

etr.Ø12/15

245 245 70etr.Ø10/10

115

260

145

21

1716 18

70 40

k3

40 260etr.Ø10/10

300600etr.Ø12/15etr.Ø12/15

C

10etr.Ø10/20

S9 k k

2151002555etr.Ø8/20etr.Ø8/10 etr.Ø10/10

200

17 16

13

180

4010

5

11

30 2Ø25 L= 8,50 Pc52 820 jos

13Ø25 L= 12,00 Pc52

1175

252jos

30 2Ø20 L= 8,50 Pc52 3820 jos 302Ø25 L= 10,50 Pc52 4

1020 jos120

20

20

15

2x6Ø12 L= 6,90 Pc52 jos

5670 2x6Ø12 L= 12,00 Pc52

jos6

1180



30

4Ø20 L= 7,10 Pc52 680

95Ø28 L= 12,00 Pc52

1150 2525

2Ø28 +2Ø25 L= 11,50 Pc52 Rand 210 11+

12

14

19 20

19

2Ø10

/20

L=2,

85 P

c52

245

20

20

20


22Etr. Ø8/10 si 20 L=1,30 Pc52

20

35


22

21

Etr. Ø10/10 L=1,40 Pc52

24

35

21

15

44

95

Etr. Ø10/ 20 L= 3,05 Pc52

18

95

Etr. Ø10/ 20 L= 2,50 Pc52

14

15

Etr. Ø10/20 L= 3,90 Pc52 13140

44

20 20

Ø12/20 L= 2,20 Pc52 180

16

20 20

Ø12/20 L= 2,20 Pc52 180

16

58

97

Etr. Ø12/ 15 L= 3,35 Pc5217

Etr. Ø12/ 15 L= 2,80 Pc52

1830

97

59

2agf. Ø8/30 L=0,80 Pc5226

20

4agf. Ø8/mp L=0,35 Pc5228

44

2agf. Ø8/40 L=0,65 Pc5227

20

23 2x3Ø16 L= 4,95 Pc52 455

sus/jos

21

20

20 20

2x2Ø20+2x1Ø16 L= 10,00 Pc52960

24 25+

1-1

2Ø25 2Ø20

4Ø10

6Ø12 6Ø12

PAT PIETRIS 10cm



1010

190

-1,95

40

15

-0,05

2x5Ø8/20 25

12,5 12,54Ø20

3Ø16

3Ø16

1050

5514

5

-2,65

-1,50

beton de egalizare

5050

Etr. Ø10/20 L= 3,90 Pc52 13140

44

150

2-2

6Ø12

3Ø25 2Ø25

5Ø28

4Ø12

6Ø12

190

40

15

-0,05

30

17,5 17,5

2Ø20

2Ø20



1010

-1,95

1050

5514

5

-2,65

-1,50

6060


65 105

2Ø28 6

2Ø16

20 20

Ø12/20 L= 2,20 Pc52 180

16

20 20

Ø12/20 L= 2,20 Pc52 180

16


asem. BARE 8 10 12 16 20 25 281 25 2 8,50 17,002 25 3 12,00 36,003 20 2 8,50 17,004 25 2 10,50 21,005 12 12 6,90 82,806 12 12 12,00 144,007 10 4 5,80 23,208 12 4 11,00 44,009 20 4 7,10 28,40

10 28 2 11,50 23,0011 25 2 11,50 23,0012 28 5 12,00 60,0013 10 26 3,90 101,4014 10 30 3,05 91,5015 10 30 2,50 75,0016 12 110 2,20 242,0017 12 74 3,35 247,9018 12 74 2,80 207,2019 8 10 2,50 25,0020 10 20 2,85 57,0021 10 75 1,40 105,0022 8 21 1,30 27,3023 16 6 4,95 29,7024 20 4 10,00 40,0025 16 2 10,00 20,0026 8 74 0,80 59,2027 8 30 0,65 19,5028 8 10 0,35 3,502930

LUNGIMI / O 134,50 453,10 967,90 49,70 85,40 97,00 83,00GREUT AT E / ML . 0,395 0,617 0,888 1,58 2,47 3,86 4,84GREUT AT E / O 54 280 860 79 211 375 402T OT AL GREUT AT E 2261



sef proiect


data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A2

plansa nr: R.4.12

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN


Gf3 -50x105/65x105 -1 buc.

-2,65

-1,50

1011

5

600

5055

145

~1637.5

40

~1552.5

-0,05

22

S15S15

D E

etr.Ø12/15

250 240 70etr.Ø10/10si20

115

260

145

24

1716 18

70 30

S2

30 270etr.Ø10/20

300600etr.Ø12/15etr.Ø12/15

C

etr.Ø10/20

S5a k1 k1

215100222.555etr.Ø8/20etr.Ø8/10 etr.Ø10/20

11013

4010

5

11

2Ø25 L= 9,10 Pc52 jos

13Ø25 L= 11,00 Pc52

1070

302jos

2Ø20 L= 9,10 Pc52 3jos 302Ø25 L= 9,30 Pc52 4

900 jos120

20

15

2x6Ø12 L= 7,60 Pc52 jos

52x6Ø12 L= 11,00 Pc52

jos6

1080



30

4Ø20 L= 7,30 Pc52 700

95Ø28 L= 11,00 Pc52

1040 3030

2Ø28 +2Ø25 L= 10,40 Pc52 Rand 210 11+

12

14

19 22

19

2Ø10

/20

L=2,

95 P

c52

245

24

24

22

2x5Ø8/20 L= 2,50 repartitie

23Etr. Ø8/10 si 20 L=1,40 Pc52

24

35


23

24

Etr. Ø10/10 si 20 L=1,40 Pc52

24

35

24

15

44

95

Etr. Ø10/ 20 L= 3,05 Pc52

18

95

Etr. Ø10/ 20 L= 2,50 Pc52

14

15

Etr. Ø10/20 L= 3,90 Pc5213 140

44

20 20

Ø12/20 L= 2,20 Pc52 180

16

20 20

Ø12/20 L= 2,20 Pc52 180

58

97

Etr. Ø12/ 15 L= 3,35 Pc5217

Etr. Ø12/ 15 L= 2,80 Pc52

1830

97

59

2agf. Ø8/30 L=0,80 Pc5228

24

4agf. Ø8/mp L=0,40 Pc5230

44

2agf. Ø8/40 L=0,65 Pc5229

20

25 2x3Ø16 L= 7,00 Pc52 680

sus/jos

24

20

2x2Ø16+2x1Ø20 L= 10,00 Pc52980

26 27+

1-1

2Ø25 2Ø20

4Ø10

6Ø12 6Ø12



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

Etr. Ø10/20 L= 3,90 Pc52 13140

44

150

2-2

6Ø12

3Ø25 2Ø25

5Ø28

4Ø12

6Ø12

190

40

15

-0,05

30

17,5 17,5

2Ø16

2Ø16



1010

-1,95

1050

5514

5

-2,65

-1,50

6060


65 105

2Ø28 6

2Ø20

20 20

Ø12/20 L= 2,20 Pc52 180

16

20 20

Ø12/20 L= 2,20 Pc52 180

16

16

75

60

19 22

353520 20

3535

2545etr.Ø8/20

S2

175


K122 22100

40

130

280

2x5Ø8/20 L= 2,90 20 2x5Ø8/20 L= 4,60 21

20 21


23Etr. Ø8/10 si 20 L=1,40 Pc52

24

35

( pe zona golurilor se indes. la 10cm)




scara 1: 75

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A2

plansa nr: R.4.13

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN


Gf4 -50x105/65x105 -1 buc.

-2,65

-1,50

1011

5

600

5055

145

~1637.5

40

~1552.5

-0,05

22

S15S15

D E

etr.Ø12/15

250 240 70etr.Ø10/10si20

115

260

145

24

1716 18

70 30

S2

30 270etr.Ø10/20

300600etr.Ø12/15etr.Ø12/15

C

etr.Ø10/20

S5 k1 k1

215100222.555etr.Ø8/20etr.Ø8/10 etr.Ø10/20

11013

4010

5

11

2Ø25 L= 9,10 Pc52 jos

13Ø25 L= 11,00 Pc52

1070

302jos

2Ø20 L= 9,10 Pc52 3jos 302Ø25 L= 9,30 Pc52 4

900 jos120

20

15

2x13Ø12/20 L= 7,60 Pc52 jos

52x6Ø12 L= 11,00 Pc52

jos6

1080



30

4Ø20 L= 7,30 Pc52 700

95Ø28 L= 11,00 Pc52

1040 3030

2Ø28 +2Ø25 L= 10,40 Pc52 Rand 210 11+

12

14

19 22

19

2Ø10

/20

L=2,

95 P

c52

245

24

24

22


23Etr. Ø8/10 si 20 L=1,40 Pc52

24

35


23

24

Etr. Ø10/10 si 20 L=1,40 Pc52

24

35

24

15

44

95

Etr. Ø10/ 20 L= 3,05 Pc52

18

95

Etr. Ø10/ 20 L= 2,50 Pc52

14

15

Ø14/20 L= 3,10 Pc5213 27020

20 20

Ø12/20 L= 2,20 Pc52 180

16

20 20

Ø12/20 L= 2,20 Pc52 180

58

97

Etr. Ø12/ 15 L= 3,35 Pc5217

Etr. Ø12/ 15 L= 2,80 Pc52

1830

97

59

2agf. Ø8/30 L=0,80 Pc5228

24

4agf. Ø8/mp L=0,40 Pc5230

44

2agf. Ø8/40 L=0,65 Pc5229

24

1-1

2Ø25 2Ø20

4Ø10

6Ø12 20Ø12

1019

0

-1,95

40

15

-0,05

2x5Ø8/20 30

10 104Ø20

3Ø16

3Ø16

1050

5514

5

-2,65

-1,50

beton de egalizare

50 180

280

2-2

6Ø12

3Ø25 2Ø25

5Ø28

4Ø12

6Ø12

190

40

15

-0,05

30

17,5 17,5

2Ø16

2Ø16

PAT PIETRIS 10cm



1010

-1,95

1050

5514

5

-2,65

-1,50

6060


65 105

2Ø28 6

2Ø20

20 20

Ø12/20 L= 2,20 Pc52 180

16

20 20

Ø12/20 L= 2,20 Pc52 180

16

16

75

60

19 22

2545etr.Ø8/20

S2


K122 22100

40

130

280

2x5Ø8/20 L= 2,90 20 2x5Ø8/20 L= 4,60 21

20 21


23Etr. Ø8/10 si 20 L=1,40 Pc52

24

35


20

Ø14/20 L= 3,10 Pc5213 27020 20

5 5

Ø14/20 L= 3,10 Pc5213 27020 20

Ø14/20 L= 3,10 Pc5213 27020 20


asem. BARE 8 10 12 16 20 25 281 25 2 9,10 18,202 25 3 11,00 33,003 20 2 9,10 18,204 25 2 9,30 18,605 12 12 7,60 91,206 12 12 11,00 132,007 10 4 5,80 23,208 12 4 10,00 40,009 20 4 7,30 29,20

10 28 2 10,40 20,8011 25 2 10,40 20,8012 28 5 11,00 55,0013 10 28 3,90 109,2014 10 30 3,05 91,5015 10 30 2,50 75,0016 12 100 2,20 220,0017 12 66 3,35 221,1018 12 66 2,80 184,8019 8 20 2,50 50,0020 8 10 2,90 29,0021 8 10 4,60 46,0022 10 102 2,95 300,9023 8 30 1,40 42,0024 10 42 1,40 58,8025 16 6 7,00 42,0026 16 4 10,00 40,0027 20 2 10,00 20,0028 8 66 0,80 52,8029 8 30 0,65 19,5030 8 50 0,40 20,003132



asem. BARE 8 10 12 14 16 20 25 281 25 2 9,10 18,202 25 3 11,00 33,003 20 2 9,10 18,204 25 2 9,30 18,605 12 26 7,60 197,606 12 12 11,00 132,007 10 4 5,80 23,208 12 4 10,00 40,009 20 4 7,30 29,20

10 28 2 10,40 20,8011 25 2 10,40 20,8012 28 5 11,00 55,0013 14 50 3,10 155,0014 10 30 3,05 91,5015 10 30 2,50 75,0016 12 100 2,20 220,0017 12 66 3,35 221,1018 12 66 2,80 184,8019 8 20 2,50 50,0020 8 10 2,90 29,0021 8 10 4,60 46,0022 10 102 2,95 300,9023 8 30 1,40 42,0024 10 42 1,40 58,8025 16 6 7,00 42,0026 16 4 10,00 40,0027 20 2 10,00 20,0028 8 66 0,80 52,8029 8 30 0,65 19,5030 8 50 0,40 20,003132

LUNGIMI / O 259,30 549,40 995,50 155,00 82,00 67,40 90,60 75,80GREUT AT E / ML . 0,395 0,617 0,888 1,21 1,58 2,47 3,86 4,84GREUT AT E / O 103 339 885 188 130 167 350 367T OT AL GREUT AT E 2529



sef proiect


data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A2

plansa nr: R.4.14

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN


Gf5 -50x105/65x105 -1 buc.

-2,65

-1,50

1011

5

600

5055

145

~1800

40

~1745

-0,05

22

S15S15

D E

etr.Ø12/15

250 240 70etr.Ø10/10si20

115

260

145

24

1716 18

70 30

S2

30 270etr.Ø10/20

300600etr.Ø12/15etr.Ø12/15

C

etr.Ø10/20

S5 k1 k1

215100222.555etr.Ø8/20etr.Ø8/10 etr.Ø10/20

20013

4010

5

11

2Ø25 L= 9,10 Pc52 jos

13Ø25 L= 12,00 Pc52

1180

202jos

2Ø20 L= 9,10 Pc52 3jos 302Ø25 L= 11,00 Pc52 4

1070 jos120

15

2x13Ø12/20 L= 7,60 Pc52 jos

52x6Ø12 L= 12,00 Pc52

jos6



30

4Ø20 L= 7,30 Pc52 700

95Ø28 L= 12,00 Pc52

1150 2525

2Ø28 +2Ø25 L= 10,40 Pc52 Rand 210 11+

12

14

19 22

19

2Ø10

/20

L=2,

95 P

c52

245

24

24

22


23Etr. Ø8/10 si 20 L=1,40 Pc52

24

35


23

24

Etr. Ø10/10 si 20 L=1,40 Pc52

24

35

24

15

44

95

Etr. Ø10/ 20 L= 3,05 Pc52

18

95

Etr. Ø10/ 20 L= 2,50 Pc52

14

15

Ø14/20 L= 3,10 Pc5213 27020

20 20

Ø12/20 L= 2,20 Pc52 180

16

20 20

Ø12/20 L= 2,20 Pc52 180

58

97

Etr. Ø12/ 15 L= 3,35 Pc5217

Etr. Ø12/ 15 L= 2,80 Pc52

1830

97

59

2agf. Ø8/30 L=0,80 Pc5228

24

4agf. Ø8/mp L=0,40 Pc5230

44

2agf. Ø8/40 L=0,65 Pc5229

20

25 2x3Ø16 L= 7,00 Pc52 680

sus/jos

24

20

2x2Ø16+2x1Ø20 L= 12,00 Pc521180

26 27+

1-1

2Ø25 2Ø20

4Ø10

6Ø12 20Ø12

1019

0

-1,95

40

15

-0,05

2x5Ø8/20 30

10104Ø20

3Ø16

3Ø16

1050

5514

5

-2,65

-1,50

beton de egalizare

50180

280

2-2

6Ø12

3Ø25 2Ø25

5Ø28

4Ø12

6Ø12

190

40

15

-0,05

30

17,5 17,5

2Ø16

2Ø16



1010

-1,95

1050

5514

5

-2,65

-1,50

6060


65 105

2Ø28 6

2Ø20

20 20

Ø12/20 L= 2,20 Pc52 180

16

20 20

Ø12/20 L= 2,20 Pc52 180

16

16

137.5

60

19 22

2545etr.Ø8/20

S2


K122 22100

40

100

280

2x5Ø8/20 L= 2,90 20 2x5Ø8/20 L= 4,60 21

20 21


23Etr. Ø8/10 si 20 L=1,40 Pc52

24

35


20

Ø14/20 L= 3,10 Pc5213 27020 20

55

Ø14/20 L= 3,10 Pc5213270 2020

Ø14/20 L= 3,10 Pc5213270 2020

F

17.537.5

72.5

137.5 55

65

etr.Ø10/10

S20


asem. BARE 8 10 12 14 16 20 25 281 25 2 9,10 18,202 25 3 12,00 36,003 20 2 9,10 18,204 25 2 11,00 22,005 12 26 7,60 197,606 12 12 12,00 144,007 10 4 5,80 23,208 12 4 10,80 43,209 20 4 7,30 29,20

10 28 2 10,40 20,8011 25 2 10,40 20,8012 28 5 12,00 60,0013 14 50 3,10 155,0014 10 30 3,05 91,5015 10 30 2,50 75,0016 12 110 2,20 242,0017 12 74 3,35 247,9018 12 74 2,80 207,2019 8 20 2,50 50,0020 8 10 2,90 29,0021 8 10 4,60 46,0022 10 102 2,95 300,9023 8 30 1,40 42,0024 10 55 1,40 77,0025 16 6 7,00 42,0026 16 4 12,00 48,0027 20 2 12,00 24,0028 8 70 0,80 56,0029 8 30 0,65 19,5030 8 50 0,40 20,003132

LUNGIMI / O 262,50 567,60 1081,90 155,00 90,00 71,40 97,00 80,80GREUT AT E / ML . 0,395 0,617 0,888 1,21 1,58 2,47 3,86 4,84GREUT AT E / O 104 351 961 188 143 177 375 392T OT AL GREUT AT E 2691



sef proiect


data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A2

plansa nr: R.4.15

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

ARMARE GRINZI FUNDATIE Gf6 ; Gf 6'


Gf 6 -50x105 -1 buc.

-2,65

-1,50

1011

5

600

5055

145

~1800

40

~1745

-0,05

S16

D E

422.5

115

260

145

22

1413 15

55

S2

etr.Ø10/10

300600

C

etr.Ø10/20

S5a k1 k1

222.5100222.555etr.Ø8/20etr.Ø8/10

etr.Ø8/20

20013

4010

5

11

2Ø25 +2Ø20 L= 10,50 Pc52 jos

12Ø25+2Ø20 L= 9,60 Pc52

930

30

jos

2x6Ø12/20 L= 8,20 Pc52 jos

52x6Ø12 L= 11,30 Pc52

jos6



30

4Ø20 L= 7,30 Pc52 700

9

1170 30

14

17 12

16

2Ø10

/20

L=2,

95 P

c52

245

24

24

12

21Etr. Ø8/10 si 20 L=1,40 Pc52

24

35


21

22

Etr. Ø10/10 si 20 L=1,40 Pc52

24

35

22

15

44

95

Etr. Ø10/ 20 L= 3,05 Pc52

18

95

Etr. Ø10/ 20 L= 2,50 Pc52

14

15

24

4agf. Ø8/mp L=0,40 Pc5224

44

2agf. Ø8/40 L=0,65 Pc5223

20

18 2x3Ø16 L= 6,90 Pc52 670

sus/jos 25

2x2Ø20+2x1Ø16 L= 11,90 Pc521165

19 20+

4016 12

etr.Ø8/20

S16


12

40

2x5Ø8/20 L= 7,00 17


23Etr. Ø8/10 si 20 L=1,40 Pc52

24

35


F

17.527.5

72.5

45

etr.Ø10/10

S11

etr.Ø10/20 etr.Ø10/20 etr.Ø10/20

55

135

S2

92.5 120 120205etr.Ø10/20etr.Ø10/10

2+

120

3 4+

20

1110

80

2Ø20 +2Ø25 L= 12,00 Pc52 10 11+

125

Etr. Ø10/20 L= 3,90 Pc52 13140

44

repartitie

20

2x3Ø16 L= 7,00 Pc52 680

20

2x2Ø16+2x1Ø20 L= 10,00 Pc52980

2526 27+

Gf 6' -40x105 -1 buc.

-2,65

-1,50

1011

5

62.5

40

5055

145

40

~353

-0,05

S3

A

~243

32

55

20

55

20

S5a

275.5 95

~433

~40

31

etr.Ø8/20

etr.Ø10/20

4Ø16 L= 4,55 Pc52425

30

jos25

Etr. Ø10/ 20 L= 2,80 Pc5234

95

2x4Ø12 L= 4,45 Pc522026425 jos


30

28 4Ø16 L= 4,00 Pc52 340 30


29

12

21

30 2x3Ø16 L= 3,80 Pc52 340

2Ø10

/20

L=2,

95 P

c52

245

24

24

12

21

Etr. Ø8/20 L=1,40

24

35

32Etr. Ø10/20 L= 3,30 Pc5231110

44

33

34

2agf. Ø8/40 L=0,55 Pc5233


EXTRAS ARMATURA



sef proiect


data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A4

plansa nr: R.4.15A

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

ARMARE GRINZI FUNDATIE Gf6 ; Gf 6'

22

2Ø25

4Ø10

6Ø12 6Ø12



1010

190

-1,95

40

15

-0,05

2x5Ø8/20 30

10 10

2Ø20

3Ø16

3Ø16

1050

5514

5

-2,65

-1,50

beton de egalizare

5050

1-1

Etr. Ø10/20 L= 3,90 Pc52 13140

44

150

4Ø20

4Ø10

6Ø12 6Ø12

PAT PIETRIS 10cm



1010

190

-1,95

40

15

-0,05

2Ø20

2Ø20

2Ø20

1050

5514

5

-2,65

-1,50

beton de egalizare

50 50

2-2

105

1Ø16

502Ø25

2Ø25 2Ø20

150

1Ø16

Etr. Ø10/20 L= 3,90 Pc52 13140

44

4Ø16

4Ø10

2Ø12/20 4Ø12

-1,95

40

15

-0,05

3055

4Ø16

3Ø16

3Ø16

1050

5514

5

-2,65

-1,50

beton de egalizare

4040

2x5Ø8/20

3-3

Etr. Ø10/20 L= 3,30 Pc5231110

44

120

21

Etr. Ø8/20 L=1,40

24

35

545445


asem. BARE 8 10 12 16 20 251 25 2 10,50 21,002 20 2 10,50 21,003 25 2 9,60 19,204 20 2 9,60 19,205 12 12 8,20 98,406 12 12 11,30 135,607 10 4 5,80 23,208 10 4 10,80 43,209 20 4 7,30 29,20

10 20 2 12,00 24,0011 25 2 12,00 24,0012 10 104 2,95 306,8013 10 85 3,90 331,5014 10 80 3,05 244,0015 10 80 2,50 200,0016 8 10 2,50 25,0017 8 10 7,00 70,0018 16 6 6,90 41,4019 20 4 11,90 47,6020 16 2 11,90 23,8021 8 62 1,40 86,8022 10 44 1,40 61,6023 8 80 0,65 52,0024 8 60 0,40 24,0025 16 4 4,55 18,2026 12 8 4,45 35,6027 10 4 2,70 10,8028 16 4 4,00 16,0029 8 10 3,10 31,0030 16 6 3,80 22,8031 10 14 3,30 46,2032 10 13 2,80 36,4033 8 14 0,55 7,703435

LUNGIMI / O 296,50 1303,70 269,60 122,20 141,00 64,20GREUT AT E / ML . 0,395 0,617 0,888 1,58 2,47 3,86GREUT AT E / O 118 805 240 194 349 248T OT AL GREUT AT E 1954



sef proiect


data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A2

plansa nr: R.4.16

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

ARMARE GRINZI FUNDATIE Gf 7


Gf 7 -50x105 -1 buc.

-2,65

-1,50

1011

5

75

5055

145

~1247.5

40

-0,05

S11

D E

115

260

145

19

1416 15

45

S2

etr.Ø10/10

300600

C

etr.Ø8/20

20017

2Ø25 +2Ø20 L= 4,60 Pc52

jos

1

2Ø25+2Ø20 L= 9,60 Pc52 930

30

jos

2x6Ø12 L= 6,60 Pc52 jos5


30 1130 30

14

2Ø10

/20

L=2,

95 P

c52

245

24

24

10

18Etr. Ø8/ 20 L=1,40 Pc52

24

35

19

Etr. Ø10/10 si 20 L=1,40 Pc52

24

35

18

15

44

95

Etr. Ø10/ 20 L= 3,05 Pc52

18

95

Etr. Ø10/ 20 L= 2,50 Pc52

14

15

24

4agf. Ø8/mp L=0,40 Pc5221

44

2agf. Ø8/40 L=0,65 Pc5220

sus/jos 25

2x2Ø20+2x1Ø16 L= 11,75 Pc521125

12 13+

S1110

40

2x5Ø8/20 L= 6,20 11

F

17.527.5

72.5

45

etr.Ø10/10

S11

etr.Ø10/20 etr.Ø10/20 etr.Ø10/20

45

135

S2

120 120205etr.Ø10/20

2+

3 4+

20

640

2Ø20 +2Ø25 L= 11,90 Pc52

Etr. Ø10/20 L= 3,90 Pc52 17140

44

repartitie

22

4Ø10

6Ø12 6Ø12



1010

190

-1,95

40

15

-0,05

2Ø20

2Ø20

2Ø20

1050

5514

5

-2,65

-1,50

beton de egalizare

50 50

2-2

105

1Ø16

502Ø25

2Ø25 2Ø20

150

1Ø16

Etr. Ø10/20 L= 3,90 Pc52 17140

44

555 445

k182.5

25

17.517.5

1135

7.5

505

550

43030

120

20

740 jos2x14Ø12 L= 7,60 Pc52 6

8 9+

11

11

Ø14/20 L= 4,70 Pc5216 43020 20

Ø14/20 L= 4,70 Pc5216 43020 20

44

95

Etr. Ø10/ 20 L= 3,05 Pc52

18

95

Etr. Ø10/ 20 L= 2,50 Pc52

14

151-1

2Ø25 2Ø20

4Ø10

6Ø12 18Ø12/20

1019

0

-1,95

40

15

-0,05

2x5Ø8/20 30

10 10

1050

5514

5

-2,65

-1,50

beton de egalizare

50 337,5

437,5

5 5

2Ø20

2Ø25

2Ø20

2Ø20

1Ø16

1Ø16

Ø14/20 L= 4,70 Pc5216 43020 20

Ø14/20 L= 4,70 Pc5216 43020 20


asem. BARE 8 10 12 14 16 20 251 25 2 4,60 9,202 20 2 4,60 9,203 25 2 9,60 19,204 20 2 9,60 19,205 12 28 7,60 212,806 12 12 6,60 79,207 10 4 10,70 42,808 20 2 11,90 23,809 25 2 11,90 23,80

10 10 44 2,95 129,8011 8 10 6,20 62,0012 20 4 11,75 47,0013 16 2 11,75 23,5014 10 55 3,05 167,7515 10 55 2,50 137,5016 14 70 4,70 329,0017 10 25 3,90 97,5018 8 25 1,40 35,0019 10 32 1,40 44,8020 8 50 0,65 32,5021 8 30 0,40 12,00222324




sef proiect


data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A2

plansa nr: R.4.17

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

ARMARE GRINZI FUNDATIE Gf 8BETON C20/25OTEL OB37;PC52

Gf 8 -50x105 -1 buc.

-2,65

-1,50

1011

5

237

5055

145

~1409.5

40

-0,05

S17

D E

115

260

145

19

14 15

324.5

300600

C

etr.Ø8/20

20013

4 Ø20 L= 6,30 Pc52 jos1

4Ø20 L= 9,60 Pc52 930

30

jos

2x6Ø12 L= 6,60 Pc52 jos3


30 560 30

14

2Ø10

/20

L=2,

95 P

c52

245

24

24

10

19Etr. Ø8/ 20 L=1,40 Pc52

24

35

19

Etr. Ø8/10 si 20 L=1,40 Pc52

24

35

15

24

4agf. Ø8/mp L=0,40 Pc5221

44

2agf. Ø8/40 L=0,65 Pc5220

sus/jos 20

2x3Ø16 L= 7,00 Pc5218

S19 10

40

2x5Ø8/20 L= 6,20

F

17.537.555

S20

etr.Ø10/20 etr.Ø10/20 etr.Ø10/20

55

2

20

640

4Ø20 L= 5,90 Pc52

Etr. Ø10/20 L= 3,50 Pc52 13120

44

repartitie

22

132.5 425

20

17.580

667.5

50 5

600

30

120

20

900 jos2x6Ø12 L= 9,20 Pc52 4

6

11

Ø14/20 L= 4,70 Pc5243020 20

Ø14/20 L= 4,70 Pc5243020 20

44

95

Etr. Ø10/ 20 L= 3,05 Pc52

18

95

Etr. Ø10/ 20 L= 2,50 Pc52

14

151-1

4Ø20

4Ø10

6Ø12 12/20

10

1050

55

-2,65

-1,50

beton de egalizare

40337,5

437,5

3

Ø14/20 L= 4,70 Pc52430 2020

Ø14/20 L= 4,70 Pc52430 2020

S18S18

204.5 40

310

72.5

5-1,50

etr.Ø8/10 si2092.5

50

10

140

2x3Ø

12 L

=1,5

Pc5

212

660sus/jos 2x3Ø16 L= 3,40 Pc52

240 20

80

157°

10

40

40

2Ø10

/20

L=2,

95 P

c52

245

24

24

2Ø10

/20

L=2,

15 P

c52

24

24

165

19

vezi armare Gf7

vezi armare Gf7

50

50

5

50

4 Ø20 L= 9,30 Pc52 900

7

2x5Ø8/20 L= 2,70 repartitie 8

9

10

11

98

1112

3Ø12 L= 1,90 16

16

17( pe zona golurilor se indesesc la 10cm)

6Ø12

vezi armare Gf7

vezi armare Gf7

4Ø20

45

34Ø10

6Ø12 6Ø12

-1,95

4015

-0,05

2x5Ø8/20 30

15 5

3Ø16

3Ø16

1050

5514

5

-2,65

-1,50

beton de egalizare

4040

2-2

1304Ø20

4Ø20

CTA -0,95

Etr. Ø10/20 L= 3,50 Pc52

13120

44

19

Etr. Ø8/10 si 20 L=1,40 Pc52

24

35


90

etr.Ø10/20

1415


asem. BARE 8 10 12 16 201 20 4 6,30 25,202 20 4 9,60 38,403 12 12 9,20 110,404 12 12 6,60 79,205 10 4 12,00 48,006 20 4 9,30 37,207 20 4 5,90 23,608 8 10 2,70 27,009 8 10 6,20 62,00

10 10 64 2,95 188,8011 10 10 2,15 21,5012 12 6 1,50 9,0013 10 28 3,50 98,0014 10 60 3,05 183,0015 10 60 2,50 150,0016 12 3 1,90 5,7017 16 6 3,40 20,4018 16 6 7,00 42,0019 8 52 1,40 72,8020 8 50 0,65 32,5021 8 40 0,40 16,002223

LUNGIMI / O 210,30 689,30 204,30 62,40 124,40GREUT AT E / ML . 0,395 0,617 0,888 1,58 2,47GREUT AT E / O 84 426 182 99 308T OT AL GREUT AT E 1099

90

4010

5

50

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.




scara 1: 75

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.4.18

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

ARMARE SECTIUNI FUNDATII A-A ; B-B; C-C

A-A

beton de egalizare10

50

200

40

15

30

-0,05

-2,65

-2,05

3 Ø16 PC52

3 Ø16

3 Ø16

2x8Ø8/20

60

1

1

1

2Ø10

/20

L=2,

95 P

c52

245

24

24

3

2

Etr. Ø8/ 20 L=1,40 Pc52

24

35 4

24

4agf. Ø8/mp L=0,40 Pc525

B - B

beton de egalizare

1050

200

40

15

25

-0,05

-2,65

-2,05

3 Ø16 PC52

3 Ø16

3 Ø16

2x8Ø8/20

60

1

1

1

2Ø10

/20

L=2,

85 P

c52

245

20

20

3

6

Etr. Ø8/ 20 L=1,30 Pc52

20

35 7

20

4agf. Ø8/mp L=0,35 Pc528

C - C

beton de egalizare

1050

105

25 -1,00

-2,65

-2,05

3 Ø16

2x5Ø8/20

60

1

2Ø10

/20

L= 1

,90

Pc52

150

20

20

39

20

4agf. Ø8/mp L=0,35 Pc528

3 Ø16 1

40

CTA -0,95




scara 1: 75

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.4.19

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

ARMARE SECTIUNI FUNDATII D-D

D - D

beton de egalizare

1050

200

40

15

25

-0,05

-2,65

-2,05

3 Ø16 PC52

3 Ø16

3 Ø16

2x8Ø8/20

60

1

4

4

2Ø10

/20

L=2,

85 P

c52

245

20

20

3

2

Etr. Ø8/ 10 si 20 L=1,30 Pc52

20

35 5

20

4agf. Ø8/mp L=0,35 Pc526

-2,65

-1,50

1011

5

70

5055

145

~735

40

-0,05

S6

50

600

2Ø10

/20

L=2,

85 P

c52

245

20

20

212.5

k7.5

50

k Ssc

-2,05

4016

0

50

C

627.5

65

100 235 3012.5

3 3

2 2

2

5

etr.Ø8/10 si20


asem. BARE 8 10 161 16 110,002 10 132 2,95 389,403 8 300,004 8 80 1,40 112,005 8 40 0,40 16,006 10 14 2,85 39,907 8 8 1,30 10,408 8 16 0,35 5,609 10 16 1,90 30,40

10LUN GIMI / O 444,00 459,70 110,00GREUT AT E / ML . 0,395 0,617 1,58GREUT AT E / O 176 284 174T OT AL GREUT AT E 634

3 Ø16 L= 7,80 Pc52 jos

1720

30 30

ELEVATIE SECT. D - D = 2buc

32x8Ø8/20 L= 2,30

repartitie2x8Ø8/20 L= 2,30

repartitie


Etr. Ø8/ 10 si 20 L=1,30 Pc52

20

35 5


sus/jos 2x3Ø16 L= 6,60 Pc52

2020 6204

20

4agf. Ø8/mp L=0,35 Pc526

42.5


asem. BARE 8 10 161 16 6 7,80 46,802 10 80 2,85 228,003 8 64 2,30 147,204 16 12 6,60 79,205 8 60 1,30 78,006 8 70 0,35 24,5078

LUNGIMI / O 249,70 228,00 126,00GREUT AT E / ML . 0,395 0,617 1,58GREUT AT E / O 99 141 200T OT AL GREUT AT E 440




scara 1: 75

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.4.20

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

ARMARE GRINZI FUNDATIE Gf 1c

-2,65

-1,50

1050

55

~675

S22

55

-2,05

Gf 1c -55x50 -1 buc.

S9

150181.1

~140GfC

7.5

115

5 Ø16 L= 7,00 Pc52 jos

1660

20 20

20 20

5 Ø16 L= 7,00 Pc52 1660 sus

11

1-1

5010

-2,05

-2,65

5 Ø16 PC52 1

5 Ø16 PC52 1

Etr. Ø10/ 20 L= 2,05 Pc52

50

42

2

42

agf. Ø10/40 L=0,65 Pc52

3


asem. BARE 10 161 16 10 7,00 70,002 10 33 2,05 67,653 10 16 0,65 10,4045

LUNGIMI / O 78,05 70,00GREUT AT E / ML . 0,617 1,58GREUT AT E / O 49 111T OT AL GREUT AT E 160

ARMARE PARDOSEALA COTA -1,95 PLASA # Ø6/10/10 ~ 2.500 KG

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.

OTEL BETON OB37 ; PC52BETON B350( Bc25 ; C20/25)



sef proiect


data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.8

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

Grinzi Nsc; N1; N3' cota -0,05

-0,05

27530

330

11

Ø8/15

2020

1 3Ø16 L= 3,65 Pc52325

1 3Ø16 L= 3,65 Pc52325

Nsc -25x35

25

275

25

35

3Ø16 Pc52

3Ø16 Pc52

1-1

15

L=1,20 Ob37

30

20

etr.Ø8/15

2

N1

2020

N1 -25x40

-0,05

150 290 30

560

380Ø10/10

22

25

25

3 3Ø16 L= 5,70 Pc52 Sus420

3420

40

Nsc

90

43

157°

157° 125

125

cioc

in p

lan

vert.

Graif. in plan oriz.

3Ø16 L= 5,70 Pc52 Jos

25

40

3Ø16 Pc52

3Ø16 Pc52

2-2

15

L=1,30 Ob37

34

19

etr.Ø10/10

4

-0,05

500105

753

33

55 68 25

120 120260

N3' -25x40

5 2Ø20 + 1Ø16 L= 7,80 Pc52740

20 208+

2Ø20 L= 7,80 Pc5274020 20

20 20

5

1Ø20 L= 2,80 Pc526 260

1Ø20 L= 3,20 Pc527 300

Ø10/10 Ø10/10 Ø10/10

25

40

3Ø20 Pc52

2Ø20 Pc52

3-3

15

L=1,30 Ob37

34

19etr.Ø10/10 si 20

4

Nr . LUNGIMI IN ML .M O bare A UNEI OB37 PC52

asem. BARE 8 10 16 201 16 6 3,65 21,902 8 18 1,20 21,603 16 6 5,70 34,204 10 75 1,30 97,505 20 4 7,80 31,206 20 1 2,80 2,807 20 1 3,20 3,208 16 1 7,80 7,809

10LUNGIMI / O 21,60 97,50 63,90 37,20GREUTAT E / ML . 0,395 0,617 1,58 2,47GREUTAT E / O 9 61 101 92T OT AL GREUT ATE 70 193




sef proiect


data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.8.1

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

Grinzi Nsc1; GC'; GD'; Nsc2; cota -0,05

-0,05

27525

325

11

Ø8/15

2020

1 3Ø16 L= 3,60 Pc52320

1 3Ø16 L= 3,60 Pc52320

Nsc1 -25x35

25

275

25

35

3Ø16 Pc52

3Ø16 Pc52

1-1

15

L=1,20 Ob37

30

20

etr.Ø8/15

2

2020

1Ø16

-0,05

572,530

632,5

22

GC' -25x40 = GD' - 25x40

Nsc230

142,5 150280Ø10/10 Ø10/20 Ø10/10

7525

3 2Ø20 + 1Ø16 L= 6,85 Pc52625

30 5+ 30

30 30

2Ø20 L= 6,85 Pc52625

3

30

1Ø20 L= 2,50 Pc524 220 30

1Ø20 L= 2,50 Pc524220

25

40

3Ø20 Pc52

2Ø20 Pc52

2-2

15

L=1,30 Ob37

34

20etr.Ø10/10 si 20

6

1Ø16

-0,05

262,525

312,5

33

Ø8/15

Nsc2 -25x30

25

262,5

GC' GD'

7 3Ø16 L= 3,45 Pc52305

20 20

3Ø16 L= 3,45 Pc52

2020 3057

25

30

3Ø16 Pc52

3Ø16 Pc52

3-3

15

L=1,10 Ob37

25

20

etr.Ø8/15

8


asem. BARE 8 10 16 201 16 6 3,60 21,602 8 19 1,20 22,803 20 8 6,85 54,804 20 4 2,50 10,005 16 2 6,85 13,706 10 86 1,30 111,807 16 6 3,45 20,708 8 18 1,10 19,809

10LU NGIMI / O 42,60 111,80 56,00 64,80GREU T AT E / ML . 0,395 0,617 1,58 2,47GREU T AT E / O 17 69 89 161T OT AL GREUT AT E 86 250




sef proiect


Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.8.2

stamp.



03/2011




COSTEA CATALIN

Grinzi N -25x35 ; G7 cota -0,05

N -25x35

2x3Ø16 L= 5,95 Pc52

20 5551

20sus/jos

2x3Ø

16 L

= 5,

20

Pc52

20

480

220

sus/j

os

11

11

25

35

3Ø16 Pc52

3Ø16 Pc52

1-1

15

L=1,20 Ob37

30

20

etr.Ø8/15

3

G7 -25x45

-0,05

57030

645

22

45

140 150280Ø10/10 Ø10/10 Ø10/10

4 2Ø20 + 1Ø16 L= 6,95 Pc52635

30 6+ 30

30 30

2Ø20 L= 6,95 Pc52635

4

30

1Ø20 L= 2,50 Pc525 220 30

1Ø20 L= 2,50 Pc525220

25

45

3Ø20 Pc52

2Ø20 Pc52

2-2

15

L=1,45 Ob37

39

20etr.Ø10/10 si 20

7

1Ø16


asem. BARE 8 10 16 201 16 6 5,95 35,702 16 6 5,20 31,203 8 64 1,20 76,804 20 4 6,95 27,805 20 2 2,50 5,006 16 1 6,95 6,957 10 44 1,45 63,8089

LUNGIMI / O 76,80 63,80 73,85 32,80GREUT AT E / ML . 0,395 0,617 1,58 2,47GREUT AT E / O 31 40 117 82T OT AL GREUT AT E 71 199

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.


S15-60x70 = 7 buc.

60

70

4 Ø25 1

4 Ø25 1

2 3Ø20

3Ø20 2

FASONARE ARMATURI

150

Ø25

L

= 4,

20

PC52

-2,55

1

250

disp. etrieri

etr.Ø

12/1

2,5

320

buc

.

4

Ø20

L

= 3,

90

PC52

2

120

25

395

365

etr.Ø

10/1

2,5

20 b

uc.

5et

r.Ø10

/12,

520

buc

.

6ag

f.Ø8/

2510

buc

.

64

54

etr.Ø12/12,5 L =2,60 OB37

3

etr.Ø10/12,5 L = 1,90 OB37

4

64

19

34

54

etr.Ø10/12,5 L =2,00 OB375

54

agf.Ø 8/25 L =0,80 OB376


S14-Ø70 = 1 buc.

FASONARE ARMATURI

150

Ø25

L

= 4,

20

PC52

1

etr.Ø

12/1

2,5

3 4

Ø25

L

= 3,

90

PC52

2

120

395

365

agf.Ø

10/2

5

250

2 Ø25

2 Ø25

4 Ø254 Ø25

701

1

2 2

R 32

230

etr.Ø12/12,5 L =2,50 OB37

3

6agf.Ø10/25 L = 0,90 OB37

464

2 Ø251

2 Ø251

S5-Ø55 = 2 buc.

2 Ø252

22 Ø25

S5a-Ø55 = 3 buc.

etr.Ø10/12,5 L =2,20 OB37

5197

55

4agf.Ø10/25 L = 0,70 OB37

49 6

etr.Ø

10/1

2,5

5 6ag

f.Ø10

/25

40 b

uc.


55

55

S16-55x55 = 2 buc.

2

2

4Ø201

4Ø201

49

49

etr.Ø10/12,5 L =2,20 OB37

3

49

49

17

2etr.Ø8 /12,5 L =1,55 OB37

4

2Ø25

2 Ø25

FASONARE ARMATURI

Ø20

L

= 3,

90

PC52

1

120

365

45

45

S11-45x45 = 7 buc.

1

1

4 Ø201

4 Ø201

39

39

etr.Ø10/12,5 L = 1,80 OB37

5

39

39

15

2etr.Ø8 /12,5 L =1,30 OB37

6

2 Ø20

2 Ø20

etr.Ø

10/1

2,5

3

etr.Ø

8/12

,54

etr.Ø

10/1

2,5

5

etr.Ø

8/12

,56

250


S3 = 3 buc.

16 Ø16

7 Ø161

3025

3020

70

24

49

etr.Ø10/12,5 L =1,70 OB37

4

24 64

etr.Ø10/12,5 L =2,00 OB37

3

1Ø

16

L=

3,65

PC

52

2Ø

14

L=

3,40

PC

52

disp. etrieri

disp. etrieri

disp. etrieri

S1 = 1 buc.

340

315

4Ø14

3050

25

65

3Ø16

4Ø163Ø16

1

11

240

19

74

etr.Ø10/12,5 L =2,10 OB37

5

etr.Ø10/12,5 L =1,90 OB37

624

59


S18 -40x40 = 1 buc.S18a -40x40 = 1 buc.

40

40

2Ø20

2Ø20

4Ø16

1

1

2

FASONARE ARMATURI

Ø20

L

= 3,

90

PC52

1

120

365

2

95

Ø16

L

= 3,

65 P

C52

FASONARE ARMATURI

etr.Ø10/12,5 L =1,60 OB37

434

34

2525

etr.Ø8/12,5 L =1,25 OB37

3

S20 = 2 buc.

55

55

30

306Ø20

4Ø201

124

49

2etr.Ø10/12,5 L =1,65 OB37

549

55

55

30

30 4Ø16 2

1Ø162

S19 = 1 buc.


S17 = 1 buc.

197

30

5030

117

50

3Ø16

3Ø16

3Ø16

1

1

1

14Ø16

2x5Ø

12

2x4Ø12

2

2

FASONARE ARMATURI

1Ø

16

L=

3,65

PC

5234

0

2Ø

12

L=

3,40

PC

5231

5

etr.Ø8/12,5 L = 4,50 OB37

5

190

24

74

24

etr.Ø8/12,5 L = 2,15 OB37

4

24 66agf.Ø8/25 L = 0,45 OB37

70

50

30

30

6Ø20 3

4Ø20

2Ø20

3

3

S12 = 1 buc.

24

64

etr.Ø10/12,5 L = 1,95 OB37

7

44 24

24 6agf.Ø8/25 L = 0,45 OB37

8 etr.Ø10/12,5 L = 1,55 OB37

55

55

30

30

4Ø20 3

6Ø203

26

49

24

54

2etr.Ø10/12,5

9

S13 = 1 buc.

12

12

12

disp. etrieri

Categoria de importanta a constructiei ,, C "




2Ø201

2Ø20 1

2Ø20 1

Ø20

L

= 3,

90

PC52

3

120

365

-0,05



sef proiect


data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.5

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

Mustati Stalpi S1525

Stratul de acoperire cu betona barelor este de 3 cm la stalpi


-2,55

-0,05

25 25

20 b

uc.

60 b

uc.

20 b

uc.



sef proiect


data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.5.1

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

Mustati Stalpi S14 ; S5 ; S5a

40 b

uc.

-2,55

-0,05

25

20 b

uc.

40 b

uc.

20 b

uc.




sef proiect


data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.5.2

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

Mustati Stalpi S16; S11

80

etr.Ø

10/1

2,5

3

etr.Ø

10/1

2,5

4

etr.Ø

10/1

2,5

5

etr.Ø

10/1

2,5

6

250

20 b

uc.

-2,55

-0,05

25 25

20 b

uc.

20 b

uc.

20 b

uc.

95 70




sef proiect


data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.5.3

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN


etr.Ø

8/12

,53

etr.Ø

10/1

2,5

4

etr.Ø

10/1

2,5

5

250

-2,55

-0,05

25 25

20 b

uc.

20 b

uc.34

0

40 b

uc.




sef proiect


data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.5.4

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

Mustati Stalpi S18; S18a; S19; S20

etr.Ø

8/12

,54

etr.Ø

8/12

,55

agf.Ø

8/25

6

250

-2,55

-0,05

25 25

20 b

uc.

20 b

uc.

60 b

uc.

25disp. etrieri

95 70

etr.Ø

10/1

2,5

7

etr.Ø

10/1

2,5

8

20 b

uc.

20 b

uc.

etr.Ø

10/1

2,5

9

40 b

uc.






scara 1: 50

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.5.5

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

Mustati Stalpi S17; S12; S13



S2-30x30 = 19 buc.

Categoria de importanta a constructiei ,, C"



sef proiect


data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.5.6

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

Mustati Stalpi S2; k1; k; k2; k3


FASONARE ARMATURI

124

5

2

Ø16

L

= 2,

80 P

C52

disp. etrieri

etr.Ø

8/15

4et

r.Ø10

/15

5 6

250

-2,55

-0,05

25 25

16 b

uc.

16 b

uc.

220

14

30

304Ø161

etr.Ø10/15 L =1,20 OB37

4

24

24

10


Categoria de importanta a constructiei ,, C"



sef proiect


data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.5.7

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

Mustati Stalpi S4; S6; K4


S4- 1 buc.

135

3050

50 30 55

3Ø1617Ø16 5Ø16

4Ø16

FASONARE ARMATURI

134

0

2

Ø16

L

= 3,

65 P

C52

disp. etrieri

etr.Ø

10/1

2,5

3

etr.Ø

10/1

2,5

4

agf.Ø

8/25

5

250

-2,55

-0,05

25 25

20 b

uc.

20 b

uc.36

5

30 b

uc.

1

11

3agf.Ø8/25 L = 0,45 OB37

524

etr.Ø10/12,5 L = 2,15 OB37

4

74

24

24129

etr.Ø10/12,5 L =3,25 OB37

3

95

k1-30x30 = 23 buc.

30

304Ø161

k-25x25 = 7 buc.

25

25

4Ø161

etr.Ø8/15 L =1,00 OB37

5

19

19

k4-25x25 = 1 buc.

25

25

4Ø161

etr.Ø8/12,5 L =1,00 OB37

6

19

19

k2-30x30 = 1 buc.

30

304Ø162

Se opreste la cota -0,30

-0,30

2510

Ø16

L

= 2,

55

etr.Ø8/15 L =1,20 OB37

6

24

24

etr.Ø

8/15

k3-40x40 = 2 buc.Se opreste la cota -0,05

Se opreste la cota -0,05 Se opreste la cota -0,05 Se opreste la cota -0,05

2agf.Ø8/25 L = 0,55 OB37

8

34

40

40

etr.Ø10/12,5 L =1,60 OB37

7

34

3438Ø20

324

5Ø

20

L=

2,80

PC

52

25

10

7et

r.Ø10

/12,

520

buc

.ag

f.Ø8/

258

20 b

uc.

225

S6- 2 buc.

25

50

55

30

25

2 4Ø20

4Ø20 2

8

19

49

19

44

etr.Ø8/12,5

7

L =1,50 OB37

etr.Ø8/12,5 L =1,60 OB37





sef proiect


data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.5.8

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

Mustati Stalpi S7; S8; S9


S7-30x80= 1 buc.

FASONARE ARMATURI

134

0

2

Ø16

L

= 3,

65 P

C52

disp. etrieri

etr.Ø

10/1

2,5

4

etr.Ø

8/12

,55

agf.Ø

8/25

7

250

-2,55

-0,05

25 25

20 b

uc.

20 b

uc.

50 b

uc.

95

80

30

10 Ø161

24

74

26

24

etr.Ø10/12,5 L = 2,20 OB37

4

5

etr.Ø8/12,5 L =1,20 OB37

Ø20

L

= 3,

90 P

C52 12

0

etr.Ø

8/12

,56

20 b

uc.

etr.Ø

8/12

,57

20 b

uc.

etr.Ø

8/12

,58

20 b

uc.

S9- 1 buc.25

25

50

54

90

6Ø16

3Ø16

4Ø16

1

11

2x7Ø143

L = 0,40 OB37

819

10

etr.Ø8/12,5 L =3,45 OB37

19 44 9 etr.Ø8/12,5

L = 1,50 OB37

236

5Ø

20

L=

3,90

PC

52 120

3Ø

14

L=

3,40

PC

5231

5

25

70

etr.Ø

10/1

2,5

620

buc

.et

r.Ø8/

12,5

8

20 b

uc.

etr.Ø

8/12

,59

20 b

uc.





sef proiect


data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.5.9

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

Mustati Stalpi S10; Ssc; k5


S10-30x75= 1 buc.

75

30

10 Ø161

24

69

23

24

etr.Ø10/12,5 L = 2,10 OB37

2

3 etr.Ø8/12,5 L =1,15 OB37

FASONARE ARMATURI

134

0Ø

16

L=

3,65

PC

52

disp. etrieri

etr.Ø

10/1

2,5

2

etr.Ø

8/12

,53

250

-2,55

-0,05

25

20 b

uc.

20 b

uc.

95

Ssc-25x25= 2 buc.

25

254 Ø16119

19

4

etr.Ø8/12,5 L =1,00 OB37

etr.Ø

8/12

,54

20 b

uc.

12

12

12


asem. BARE 8 10 12 20 251 25 56 4.20 232.402 20 42 3.60 161.703 12 140 2.60 364.004 10 140 1.90 266.005 10 140 2.00 280.006 8 70 0.80 56.007



asem. BARE 10 12 251 25 24 4.20 99.602 25 28 3.90 107.803 12 20 2.50 50.004 10 60 0.90 54.005 10 100 2.20 220.006 10 200 0.70 140.007



asem. BARE 8 10 20/251 20 100 3.90 385.002

10 40 2.20 88.0038 80 1.55 124.00410 140 1.80 252.0058 280 1.30 364.006

7LUNGIMI / O 488.00 340.00 385/33.2GREUTATE / ML . 0.395 0.617 2.47/3.86GREUTATE / O 193 210 951 / 129TOTAL GREUTATE 403 1080


asem. BARE 10 14 161 16 49 3.65 176.402 14 4 3.40 13.403 10 60 2.00 120.004 10 60 1.70 102.005 10 20 2.10 42.006 10 20 1.90 38.007



asem. BARE 8 10 16 201 20 34 3.90 130.902 16 13 3.65 46.803 8 40 1.25 50.004 10 40 1.60 64.005 10 120 1.65 198.006


L = 1,75 OB37


asem. BARE 8 10 16 201 16 196 2.80 539.002 16 4 2.55 10.003 20 16 2.80 44.004 10 672 1.20 806.405 8 112 1.00 112.006 8 14 1.20 16.807 10 40 1.60 64.008 8 40 0.55 22.009



asem. BARE 8 10 16 201 16 23 3.65 82.802 20 16 3.90 61.603 10 20 3.25 65.004 10 20 2.15 43.005 8 30 0.45 13.506 8 20 1.00 20.007 8 40 1.50 60.008 8 40 1.60 64.009



asem. BARE 8 10 161 16 22 3.65 79.202 10 20 2.10 42.003 8 20 1.15 23.004 8 40 1.00 40.005


53

19

90

38

19

144

7agf.Ø8/25

7 etr.Ø8/12,5

L = 2,25 OB37

etr.Ø

8/12

,510

20 b

uc.


asem. BARE 8 10 14 16 201 16 29 3.65 104.402 20 4 3.90 15.403 14 14 3.40 46.904 10 20 2.20 44.005 8 20 1.20 24.006 10 20 1.55 31.007 8 20 2.25 45.008 8 70 0.40 28.009 8 20 1.50 30.00

10 8 20 3.45 69.0011



asem. BARE 8 10 12 16 201 16 13 3.65 46.802 12 18 3.40 60.303 20 22 3.90 84.704 8 20 2.15 43.005 8 20 4.50 90.006 8 70 0.45 31.507 10 20 1.95 39.008 10 20 1.55 31.009 10 40 1.75 70.00

10LUNGIMI / O 164.50 140.00 60.30 46.80 84.70GREUTATE / ML . 0.395 0.617 0.888 1.58 2.47GREUTATE / O 65 87 54 74 210TOTAL GREUTATE 152 338

25

etr.Ø8/15 L =1,20 OB37

5

24

24

k5-30x30 = 1 buc.

30

304Ø161

8 16 1.20 19.20

etr.Ø

8/15

516

buc

.

L = 0,45 OB37

724

2agf.Ø10/25

10 20 0,45 9.00

150

25 8 4.20

150

Ø25

L

= 4,

20

PC52

239

5

25

33.20

S8- 1 buc.

30 25

55

3025

3Ø16

4Ø20 3Ø16

1

12

19

49

49

etr.Ø10 /10 si 15 L =1,70 OB37

24

etr.Ø10 /10 si 15 L =1,55 OB37

6

11

10 20 1.70 34.00





sef proiect


data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.5.10

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN


55

30

10 Ø161

25

50

18

25

etr.Ø8/12,5 L = 1,70 OB37

2

3

etr.Ø8/12,5 L =1,05 OB37

FASONARE ARMATURI

134

0Ø

16

L=

3,65

PC

52

disp. etrieri

etr.Ø

8/12

,52

etr.Ø

8/12

,53

250

-2,55

-0,05

25

20 b

uc.

20 b

uc.

95

etr.Ø

10/1

2,5

420

buc

.

etr.Ø

8/12

,55

20 b

uc.

S21-30x55= 1 buc.

55

25

10 Ø161

20

50

18

20

etr.Ø10/12,5 L = 1,60 OB37

4

5

etr.Ø8/12,5 L =0,95 OB37

S22 -25x55= 1 buc.


asem. BARE 8 10 161 16 20 3,65 73,002 8 20 1,70 34,003 8 20 1,05 21,004 10 20 1,60 32,005 8 20 0,95 19,006

LUNGIMI / O 74,00 32,00 73,00GREUT AT E / ML . 0,395 0,617 1,58GREUT AT E / O 30 20 116T OT AL GREUT AT E 50 116

DETALIU JONTARE ARMATURI STALPI

150

DETALIU JONTARE ARMATURA

5

2515

2515

2515

25

a aa- a

cordoane sudura

suduracordoane

suduracordoane

Sudurile se vor executa numai la barele Ø25, de catre un sudor autorizat.




scara 1: 50

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A4

plansa nr: R.5.12

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

Armare Stalpisori Zid Sprijin Sb 20x20




scara 1: 50

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A4

plansa nr: R.5.11

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

FASONARE ARMATURI

126

0Ø

14

L=

2,90

PC

52

-2,55

+0,10

20

5

5

265

5

10

etr.Ø

8/15

17 b

uc.

.2

Sb -20x20= 11 buc.

20

204 Ø141 15

15

2

etr.Ø8/15 L = 0,75 OB37

Se oprestc la cota +0,10


asem. BARE 8 141 14 44 2,90 127,602 8 187 0,75 140,2534

LUNGIMI / O 140,25 127,60GREUT AT E / ML . 0,395 1,21GREUT AT E / O 56 155T OT AL GREUT AT E 56 155

55

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.

scara 1:75

A

B

C F

12

2'3

3'4

4'5

5'6

6'7'

78

ED

300600

600300

300300

62,5

200300600600200 72,5

CO

TA TEREN

ULU

I AM

ENA

JAT= - 0,95

CO

TA de FU

ND

ARE = - 3,65

S.C.B

ELL B.A

.U. srl

Bd.TO

MIS nr.93 C

onstantatel/fax 0241 672 088

E-mail office@

bellbau.ro


scara 1: 75

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A

1

plansa nr:R

.1

stamp.

verificatornum

ecerinta

semnatura

A

O.M

.839/12.10.2009

Proiectant de specialitateSC

C.G

DEC

AD

A PR

OIEC

T SRL

03/2011

Reabilitare,extindere si dotarea unei cladiri din Zona M

etropolitana Constanta,

localitatea Tuzla, in vederea utilizarii acesteia drept Centru pentru Tineri

str.Constantei nr.82 com

una Tuzla

03/2011


CO

STEA CA

TALIN

PLA

N FU

ND

ATII

BETO

N C20/25

OTEL O

b37 ; PC52

CA

TEGO

RIA

DE IM

PORTA

NTA

,, C "

ZON

A SEISM

ICA "E"

( ag=0,16g ; Tc=0.7sec )

600600

GfE - 65x105GfC - 65x105

GfC - 50x105

GfC - 50x105GfB- 40x105

GfB- 40x105

GfB- 40x105

GfD - 50x105 GfF- 50x105

GfD-50x105

Gf1 -50x105

Gf2 - 65x105

Gf3 - 65x105

Gf4 - 65x105

Gf5 - 65x105

Gf2 -50x105

Gf3 -50x105

Gf6 -50x105

Gf4 -50x105

Gf5 -50x105

Gf7' -40x105

Gf6' -40x105

Gf7' -40x105

GfA- 30x105

GfA- 30x105

Gfab- 25x105

Gf2' -30x105

Gf6 -50x105

2355,3

Gf7 -50x105

Gf8-50x105

Gf8-50x105

Gf1b-40x105

GfD-50x105

Gfcd-50x105

Gfcd-50x105

Gf1a-40x105

150347,5150450150465120174,2

R3445505050

22,5

27,5

72,577,5

505050

75 75

505050

75 75

4040

6060

40

104,1

110

52,5

57,5

12,5

17,5

40

3040

110

50

1211,6

74,4

1120

57,5

987,7281,2857,6

162,1

105

51,4

402540

465120202,5

4040

6060

40

150 447,5 150 350 150

50

7575

50 50

735

57,2

1065

172,5

55

12050

222,5125

110

322,5150

450150

157,5130

5050

50 7575

5050

507575

4050

4067,562,540

5088,4

30

129,150

50450

150432,5

185415

185415

185415

185135

130

505092,5

30

310

30

1445040

413,2 216,2541,2

576,9120

57,562,5 40

4040

553,1

379,2

150450

280190

280450

150450

50

200140120180120147,5185447,540

120

4040

6060

40

6065

4050

40

57,572,5

130185

756560

100100

25

40

4540

45

71,4

40

35

27,5

30

42,525

112,550

5042,5

25112,5

5050

22,517,5

22,527,5

32,5

32,5 32,5

2525

12,5

12,5

20

2020

20

2525

2525

2525

2525

5050

5050

50

167,5

4030

30

1930

30

35300

6065

6092,5

92,560

6560

92,592,5

6065

6092,5

92,560

6560

92,592,5

32,532,5

32,532,5

32,532,5

32,532,5

355035

6060

25

25

5035

6060

25

25

185

606560

92,5 92,5

25

25

32,5

32,5

2525

5050

5025

25

7575

2525

7575

2525

100100

25

40

35

27,5

17,5

4540

150,4

4030 107,2

114

105 342,5

162,5

Gf1 -50x105

Gfef- 40x105

Gf3'- 30x105

25

203

147,5 120 180 120 140 60 65

R3646,9

204,7

3040

4045

30

30

30

40

30

3030

105

5

40

40

65

40

15

5G

f2a -40x105

110

7,55

5

120

4040

5

5

5

5

5

AA

AA

AA

AA

A A A A

CC

BB

BB

DD

DD

119,515

15

25

55

Gf1c -55x50

255

40

55

D.A

.L.I.P.T.

D.D

.E.

A

B

C F

12

2'3

3'4

4'5

5'6

6'7'

78

ED

300600

600600

30017,5

17,5

200300600600200 17,5

S.C.B

ELL B.A

.U. srl

Bd.TO

MIS nr.93 C


E-mail office@

bellbau.ro


scara 1: 75

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A

1

plansa nr:R

.7

stamp.

verificatornum

ecerinta

semnatura

A

O.M

.839/12.10.2009


C.G

DEC

AD

A PR

OIEC

T SRL

03/2011





una Tuzla

03/2011


CO

STEA CA

TALIN

PLA

N AR

MA

RE

PLA

NS

EU P

ESTE

SU

BSO

L TEH

NIC

600600

3151535

GO

L SCA

RA

BETO

N C20/25

OTEL PC52

CA

TEGO

RIA

DE IM

PORTA

NTA

,, C "

ZON

A SEISM

ICA "E"

( ag=0,16g ; Tc=0.7sec )

Hplaca = 15cm

Ø8/20 L= 7,70

750sus/jos

1

370sus/jos

Ø8/20 L=3,80

2

Ø12/15 L= 4,65

4553Ø8/20 L= 1,80

1604

var. 620 ~680Ø12/15 Lvar = 6,3~6,9

5

var. 300 ~335Ø8/15 Lvar = 3,2~3,55

6

Ø12/15 Lvar = 5,6~ 6,47 var. 550 ~630

var. 250 ~330Ø8/20 Lvar = 2,7~3,50

8

2309 Ø8/20 L= 2,50

Ø12/15 Lvar = 5,6~ 6,4var. 550 ~630

7

var. 250 ~330Ø8/20 Lvar = 2,7~3,50

8

Ø12/15 Lvar = 6,6~ 7,9var. 650 ~780

var. 350 ~520Ø10/20 Lvar = 3,7~5,40

10

11

12

Ø8/15 Lvar = 6,35~7,35

var. 615 ~ 715

13Ø

10/20 Lvar = 8,7~ 10,6var. 860 ~1050

rep.Ø8/20sus/jos

14

625Ø

10/15 L= 6,4515

625Ø

10/15 L= 6,4515

625Ø10/15 L= 6,45

15

625Ø10/15 L= 6,45

15

Ø8/20 L= 6,4562517

15Ø

10/20 L= 6,45625

Ø8/20 L= 6,45625

17

625Ø10/15 L= 6,45

15

625Ø

10/15 L= 6,4515

19

625Ø10/15 L= 6,45

15 Ø10/15 Lvar = 7,6~ 9,9var. 740 ~970

20Ø

12/15 Lvar = 4,4~ 6,9var. 420 ~670

Ø12/15 L= 6,35

2122

Ø12/15 L= 6,3

22Ø

12/15 L= 6,30Ø

12/15 L= 6,3521

Ø12/15 L= 7,8023

Ø12/15 L= 7,8023

Ø12/15 L= 7,8023

Ø12/15 L= 5,10500 24

Ø8/20 L= 2,2200

25

Ø8/20 L= 3,10

290sus/jos

26

Ø12/15 L= 6,80660 28

27Ø10/15 L= 6,80660

Ø10/20 L= 6,80660

27sus/jos

29Ø

8/20 L= 9,5930

Ø10/20 L= 3,45

32530 31

Ø12/15 L= 6,4

630

630Ø

10/15 L= 6,5032

Ø12/15 L= 6,40

33

Ø12/15 L= 6,90680 34

35Ø10/15 L= 5,50530625

Ø10/15 L= 6,45

15

625Ø

10/15 L= 6,4515

36325

Ø10/15 L= 3,35

37Ø

12/15 L= 6,25

Ø10/15 L= 6,45625 15

37Ø

12/15 L= 6,25

335Ø

10/15 L= 3,4538

39Ø

10/15 L= 6,3539

Ø10/15 L= 6,35

40Ø

10/15 L= 6,45635

41Ø10/15 L= 5,00

490

41Ø10/15 L= 5,00

490

41Ø10/15 L= 5,00

490

Ø10/15 Lvar = 5,9~ 6,9var. 580 ~680 42

43var.120 ~210Ø8/20 Lvar = 1,4~ 2,3

rep.Ø8/20

sus/jos14

Ø10/20 L= 9,55935

44

Ø10/20 L= 9,55935

44

Ø10/20 L= 9,55935

44

Ø10/20 L= 9,50

93016

625Ø

10/20 L= 6,4515

625Ø

10/20 L= 6,4515

11

15

15

capre Ø10/m

p L= 0,70 Pc52

45

Ø12/15 L= 7,8023540Ø12/15 L= 5,5018

rep.Ø8/20sus/jos

14

rep.Ø8/20

sus/jos14

variabilvariabilvariabilvariabil

variabilvariabilvariabilvariabilvariabil

variabilvariabil

variabilvariabil

3030

30

30

30

29Ø

8/20 L= 9,5930

NO

TA: M

AR

CILE CU

LUN

GIM

I VA

RIAB

ILE SE VO

R D

EBITA

SI FASO

NA

LA FA

TA LO

CULU

I

DIR

ECT PE CO

FRAJ

46m

ust. scara Ø14/12,5 L=1,80

9090

susjos

Marca 46 ; N

r.buc-40; L=1,80

D.A

.L.I.P.T.

D.D

.E.

scara 1:75

A

B

C F

12

2'3

3'4

4'5

5'6

6'7'

78

ED

300600

600600

300

200300600600200

S.C.B

ELL B.A.U

. srlB

d.TOM

IS nr.93 Constantatel/fax 0241 672 088

E-mail office@

bellbau.ro


scara 1: 75

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian B

ell

format: A

1

plansa nr:R

.0.1

stamp.

verificatornum

ecerinta

semnatura

A

O.M

.839/12.10.2009


C.G

DEC

AD

A PR

OIEC

T SRL

03/2011


etropolitana Constanta,localitatea Tuzla, in vederea utilizarii acesteia drept Centru pentru Tineri


03/2011


CO

STEA C

ATA

LIN

ION

ESCU

DU

MITREL

PLA

N A

XE TR

ASARE

BETO

N C

20/25O

TEL Ob37 ; PC

52

CA

TEGO

RIA

DE IM

POR

TAN

TA ,, C

"

ZON

A SEISM

ICA

"E"( ag=0,16g ; Tc=0.7sec )

600600

200300300300600200267,4

200

300600

600600

600600

300

14°5°

5°14°

23°23°

23°

128,8

R3500

R3700

D.A

.L.I.P.T.

D.D

.E.

scara 1:75

A

B

C F

12

2'3

3'4

4'5

5'6

6'7'

78

ED

300600

600600

30017,5

17,5

200300600600200 17,5

S.C.B

ELL B.A

.U. srl

Bd.TO

MIS nr.93 C


E-mail office@

bellbau.ro


scara 1: 75

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A

1

plansa nr:R

.6

stamp.

verificatornum

ecerinta

semnatura

A

O.M

.839/12.10.2009


C.G

DEC

AD

A PR

OIEC

T SRL

03/2011





una Tuzla

03/2011


CO

STEA CA

TALIN

PLA

N C

OFR

AJ PLA

NS

EU P

ESTE

SU

BSO

L TEH

NIC

BETO

N C20/25

OTEL PC52

CA

TEGO

RIA

DE IM

PORTA

NTA

,, C"

ZON

A SEISM

ICA "E"

( ag=0,16g ; Tc=0.7sec )

600600

200

203

204,7

341,9

625

130

253,4

1465599,5

35,5

769,5 192,2

31530

30

30 136,630133,4

30 310

30

102,5

30

116,8

168,9

116,2

27,5S1

S730x80

S8

S9

S1030x75

S1145x45

30x30

k130x30

S3S3

S3

S4

S5aØ

55S5aØ

55S5Ø

55S5

Ø55

S5aØ

55S6

S6

Ssc25x25

S230x30

S230x30

S230x30

S230x30

S1145x45

S1145x45

S13

S12

S14Ø

70

S1560x70

S1560x70

S1560x70

S1560x70

S1560x70

S1560x70

S1560x70

S1655x55

S1145x45

S1145x45

S1655x55

S20

S1840x40

S18a40x40

S19 S20

S1145x45

S1145x45

k1

S17

k340x40

S230x30

S230x30

k130x30

S230x30

S230x30

k130x30

S230x30

S230x30

k130x30

k130x30

k130x30

S230x30

S230x30

k130x30

k130x30

k130x30

k130x30

k25x25k

25x25

k130x30

k130x30

k130x30

162,5 30

3151535

k25x25

R3485

R3686,9

S230x30

k230x30

S230x30

k425x25

k25x25

k130x30

30

100

30132,1

25413 275

25

112,5

Gcd-30x45 GD -30x45

Gcd-30x45 GD -30x45

GD -30x45Gcd-30x45

G2-30x40

G2-30x40

GF -30x40

N -25x35

N3' -25x40

GB -30x40

GB -30x40

GB -30x40

GB -30x40

G7-30x40

S230x30

N1 -25x40

GC' -25x40

30

25

30

472,5

30

570

30

570

30

201,2

280

30

270

30

270

30

30

137,5

572,530

572,530

27030

30

30 150

25

262,5

30

142

220

99°

90°

75

64,5

157,5

113°

Nsc -25x35

280

30

270

30

270

30

570

30

30

74,5

170

25175 367,5

122,530

57030

10025

27525

122,530

57030

560

570

25276

G7-25x45

76

30570

57030

570272,5

30

136,6 310 667,5

49

218,5

90

76°

G6-30x40

S230x30

GD -30x40

25

105

GD' -25x40

S230x30

472,5

7525

Nsc2 -25x30

50

S230x30

Hplaca = 15cm

180 25

Nsc1-25x35

K5

30x30

170

Ssc25x25

170

8080

5580

80

180

50

S21-30x55

S22-25x55

572,5

D.A

.L.I.P.T.

D.D

.E.

scara 1:75

A

B

C F

12

2'3

3'4

4'5

5'6

6'7'

78

ED

300600

600600

30017,5

17,5

200300600600200 17,5

CO

TA TEREN

ULU

I AM

ENA

JAT= - 0,95

CO

TA de FU

ND

ARE = - 3,65

S.C.B

ELL B.A

.U. srl

Bd.TO

MIS nr.93 C


E-mail office@

bellbau.ro


scara 1: 75

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A

1

plansa nr:R

.2

stamp.

verificatornum

ecerinta

semnatura

A

O.M

.839/12.10.2009


C.G

DEC

AD

A PR

OIEC

T SRL

03/2011





una Tuzla

03/2011


CO

STEA CA

TALIN

ION

ESCU

DU

MITR

EL

PLA

N P

OZITIO

NA

RE

STALPI

BETO

N C20/25

OTEL O

b37 ; PC52

CA

TEGO

RIA

DE IM

PORTA

NTA

,, C "

ZON

A SEISM

ICA "E"

( ag=0,16g ; Tc=0.7sec )

600600

200

204,7

341,9

624,9

130

599,535,5

192,2

180

15

15

107,5107,5

116

245 40 260 40 245 70

252,540

56530

30

3030

122,530

100

30

116,8

168,9

116,227,5S1

S730x80

S8

S9

S1030x75

S1145x45

30x30

k130x30

S3S3

S3

S4

S5aØ

55S5aØ

55S5Ø

55S5

Ø55

S5aØ

55S6

S6

Ssc25x25

S230x30

S230x30

S230x30

S230x30

S1145x45

S1145x45

S13

S12

S14Ø

70S1560x70

S1560x70

S1560x70

S1560x70

S1560x70

S1560x70

S1560x70

S1655x55

S1145x45

S1145x45

S1655x55

S1840x40

S18a40x40

S19 S20

S1145x45

S1145x45

k1

S230x30

S230x30

S17

k340x40

S230x30

S230x30

k130x30

S230x30

S230x30

k130x30

S230x30

S230x30

k130x30

k130x30

k130x30

S230x30

30S2

30x30

k130x30

k130x30

k130x30

k130x30

k25x25k

25x25

k130x30

k130x30

k130x30

30

315

k25x25

S230x30

k230x30

S230x30

k425x25

17,537,5

22,522,5

22,522,5

37,517,5

S20

17,5

12,5

55540

45555

45240

55

554255592,5403104096,6193,3

17,5

12,5 55245

45545

55557,5

30570

570

17,5

27,5

17,527,5

45102,5

30

310

30

82,545

17,5

117,5

30

50

17,512,5

5550

30

465,530

50

30

46555

11055

21555

11055

465

30

5055

467,8

170,6

30

25

70

30

55

149

70

30

55

149

50 187,5

25

100

25

210

70

3025

55

135

80

30

5530

3017,527,5

4555

192,5

30

100

30

19060

190

75100 30

55

55

95

3030

98,2

50

3030

190

60190

30

100

30

19060

19030

10030

19060

242,545

25275

25 122,530

50

50

192,2

30

100

30

185

190 7030

30

3535

90

25

240 70

3030

60252,5

3025

5

2545

54060

54060

547,545

30302545

30302545

140

30

100

30

25070185

30

100

30

192,2

2020

20

2020

20

17,5

22,5

22,5

2510025

45

118,345315,545494,527,5

17,5 38 7030

50

3055

55

502,3

35

3535

3535

70240

30

140

30

100

30

25070

3535

15

15

1527,5

27,5

27,5

27,517,5

27,517,5

12,517,5

27,5

17,5

55

27,5

27,5

27,527,5

454455555192,530

100

30

445 45

205

65

80 12,517,5

k25x25

30x30k1

22,530

S230x30

135

30

257,5

30

92,5

1517,5

545

5030

385

S230x30

S230x30

K5

30x30

67,5

138

160

145

Ssc25x25

2525

S21-30x55

S22-25x55

162,555

180

55

30

275

25

92,5

181,1

D.A

.L.I.P.T.

D.D

.E.

scara 1:75 OK

A B

C F

12

2'3

3'4

4'5

5'6

6'7'

78

ED~ -3,65

PERN

A PIA

TRA

-min. 100cm

-2,65

~ 100 ~ 150

CTN

-2,45

CTA

-0,95

300600

600600

600300

300300

172,5257,3

~ 4030

200300600600200 172,5

~ 2890

1059,283,81513,3

1848

212,5

-2,65

-3,65

CF -3,65

CO

NTU

R FUN

DA

TII

CONTUR FUNDATII

CO

NTU

R FUN

DA

TII

CONTUR FUNDATII

* se atrage atentia asupra necesitatii sprijinirii malurilor gropilor in tim

pul executiei sapaturii.precum

si in timpul realizarii pernei de piatra si a grinzilor de fundatii.

terenului bun de fundare si a receptiei pernei de catre ing. geotehnician.Executarea lucrarilor de fundare se va face in stricta concordantacu norm

ativul P10-86 si P7-2000.7.

cel putin trei probe care sa ateste gradul de compactare a pernei executate si intocm

ireaIn tim

pul executarii pernei de piatra , se va chema ing.geotehnician ptr. a preleva

2. Dim

ensionarea fundatiilor a fost facuta cu luarea in considerare a unei presiuni

Se va indeparta pe toata suprafata locuintei pamantul vegetal ,pe o adancim

e de 100cm

Se va realiza o perna din piatra sparta avand grosimea de ~ 100cm

. C

ompactarea se va face dupa un caiet de sarcini, elaborat de catre ing. geotehnician

1. Cota ±0.00 reprezinta cota planseul finit peste subsol .

procesului verbal de receptie calitativa

constructorului care va efectua lucrarea.

Turnarea fundatiilor se va face numai dupa confirm

area6.

3. Terenul de fundare este stratul de prafuri argiloase , umede pana la saturare,plastic consistente.

conventionale de calcul Pconv.=120 kPa.- pe perna de piatra sparta cu grosimea de m

in. 1,00m

de la fata terenului natural si se vor realiza epuismente, ptr.colectarea si evacuarea apei din sapatura.

4.

5.

CO

TA TEREN

ULU

I AM

ENA

JAT= - 0,90

CO

TA de FU

ND

ARE = - 3,65

S.C.B

ELL B.A

.U. srl

Bd.TO

MIS nr.93 C


E-mail office@

bellbau.ro


scara 1: 75

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A

1

plansa nr:R

.0

stamp.

verificatornum

ecerinta

semnatura

A

O.M

.839/12.10.2009


C.G

DEC

AD

A PR

OIEC

T SRL

03/2011





una Tuzla

03/2011


CO

STEA CA

TALIN

ION

ESCU

DU

MITR

EL

PLA

N S

AP

ATU

RA + PER

NA

BETO

N C20/25

OTEL O

b37 ; PC52

CA

TEGO

RIA

DE IM

PORTA

NTA

,, C "

ZON

A SEISM

ICA "E"

( ag=0,16g ; Tc=0.7sec )

NO

TA: R

ealizarea pernei de piatra se va face numai sub

indrumarea unui inginer geotehnician, respectandu-se cu

strictete prevederile din caietul de sarcini si din studiulgeotehnic realizate pe am

plasament.

Se vor realiza in minim

trei puncte incercari cu placa Lucas,iar daca conditiile m

inime privind presiunile conventionale la

suprafata pernei de balast nu sunt indeplinite va fi contactatproiectantul.La finalul incercarilor se va realiza obligatoriu un procesverbal de lucrari ascunse si de receptie a pernei depiatra.N

erespectarea recomandarilor din studiul geotehnic (realizat

obligatoriu pe amplasam

entul viitoarei constructii) si acaietului de sarcini aferent pernei de piatra, exonereazaproiectantul structurii de rezistenta de orice raspundereprivind stabilitatea viitoarei constructii.

20

~ 100 ~ 150

CTN

-2,45

CTA

-0,95

CF -3,65

20

~ 100~ 150

CTN -2,45

CTA -0,95

CF -3,65

20

100

100

~ 100~ 150

CTN -2,45

CTA -0,95

CF -3,65

20

100

100100

100

287,5

200

CO

NTU

R FU

ND

ATII

ZID SPRIJIN

100

481,2

CO

NTU

R FU

ND

ATII

CONTUR FU

ND

ATII

ZID SPRIJIN

CONTUR FUNDATII

ZID SPRIJIN

100

100

CO

NTU

R FUN

DA

TII

200

100400

1001390,9

1492,1

1323,31410,8

D.A

.L.I.P.T.

D.D

.E.

scara 1:75

A

B

C F

12

2'3

3'4

4'5

5'6

6'7'

78

ED

300600

600600

30017,5

17,5

200300600600200 17,5

CO

TA TEREN

ULU

I AM

ENA

JAT= - 0,95

CO

TA de FU

ND

ARE = - 3,65

S.C.B

ELL B.A

.U. srl

Bd.TO

MIS nr.93 C


E-mail office@

bellbau.ro


scara 1: 75

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A

1

plansa nr:R

.3

stamp.

verificatornum

ecerinta

semnatura

A

O.M

.839/12.10.2009


C.G

DEC

AD

A PR

OIEC

T SRL

03/2011





una Tuzla

03/2011


CO

STEA CA

TALIN

PLA

N S

TRU

CTU

RA

PER

ETI SU

BSO

L TEH

NIC

BETO

N C20/25

OTEL O

b37 ; PC52

CA

TEGO

RIA

DE IM

PORTA

NTA

,, C"

ZON

A SEISM

ICA "E"

( ag=0,16g ; Tc=0.7sec )

600600

200

203

204,7

341,9

625

130

253,4

1465599,5

35,5

769,5 192,2

180

15

15

235 100 235

235100235

107,5107,5

116

557,5545

315

245 40 260 40 245 70

90297,5

267,540

56530

57030

570

280 100 170

30

240 40

20

20

280 100 170

30

240

40

30

135 30

545

12,512,5

222,5100

220

15

30

122,525

27525

122,530

220100

22015

15

100237,5

30 235 100 235

30 136,630133,4

30 310

30

102,5

30

475

30

12,5

116,8

168,9

116,2

27,5S1

S730x80

S8

S9

S1030x75

S1145x45

30x30

k130x30

S3S3

S3

S4

S5aØ

55S5aØ

55S5Ø

55S5Ø

55S5aØ

55S6

S6

Ssc25x25

S230x30

S230x30

S230x30

S230x30

S1145x45

S1145x45

S13

S12

S14Ø

70S1560x70

S1560x70

S1560x70

S1560x70

S1560x70

S1560x70

S1560x70

S1655x55

S1145x45

S1145x45

S1655x55

S20

S1840x40

S18a40x40

S19 S20

S1145x45

S1145x45

k1

S230x30

S17

k340x40

S230x30

S230x30

k130x30

S230x30

S230x30

k130x30

S230x30

S230x30

k130x30

k130x30

k130x30

S230x30

30S2

30x30

k130x30

k130x30

k130x30

k130x30

k25x25k

25x25

k130x30

k130x30

k130x30

162,5 30

3151535

k25x25

R3485

R3686,9

S230x30

k230x30

S230x30

k425x25

25

75

76°100

70

k25x25

70

2090

5590

5590

5590

7590

5590

5590

5590

7590

5590

10

2090

5590

10090

77,3

4090

30177,5 90 100 90

160

90

170

185

90

87,590

135

62,5

267,590117,5 52,590

23590

20590

33090

12,5

90

47,5

90

52,5

gol 90x40ci = -0,85

gol 90x40ci = -0,85

gol 90x40ci = -0,85

gol 90x40ci = -0,85

gol 90x40ci = -0,85

gol 90x40ci = -0,85

gol 90x40ci = -0,85

gol 90x40ci = -0,85

gol 90x40ci = -0,85

gol 90x40

ci = -0,85

12030k1

30x30

22,5

55

257,5 30

92,5 55 460

S230x30

S230x30

572,5

80385

80

S230x30

S230x3050

50

28525

k530x30

Ssc25x25

14590

17065

220100

19030

220100

22020

gol 100x105ci = -1,50

gol 100x105ci = -1,50

gol 100x105ci = -1,50

gol 170x105ci = -1,50

gol 100x105ci = -1,50

gol 100x105ci = -1,50

gol 100x105ci = -1,50

gol 100x105ci = -1,50

gol 100x105ci = -1,50

gol 100x105ci = -1,50

gol 100x150ci = -1,95

gol 90x105ci = -1,50

gol 100x105ci = -1,50

gol 100x105ci = -1,50

132,5 55 425 55310148,4

204,5

S21-30x55

S22-25x55

75162,5

55180

181,1125

55

30

275

25

30

D.A

.L.I.P.T.

D.D

.E.



sef proiect


data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.sc4

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

SCARI EXTERIOARE -0,05 / -0,95 ; -1,00/-2,05

PLAN SCARA EXTERIOARA -1,00 / -2,05( acces subsol)

162.

5

120

- 1,0

0

- 2,0

5

6 Trepte 30x17,5 cm2 2

303030303025

150

2-2

15025

105

PAMANT C0MPACTAT(=1,65 t/mc)

30

17.5

-2,05

-1,00 plasa # Ø10/20 1

PLAN SCARA EXTERIOARA -0,05 / -0,95

30

S1840x40

S18a40x40

310

32 32 32 32 32 32

192

- 0,0

5

- 0,9

56 Trepte 32x15 cm

1 1

58.6

3215

192

10

60

50

9014

2 plase #Ø10/20 1

-0,05

-0,95


30

1-1

S230x30

195

3232

3232

3232

30- 0,05

- 0,95

6 Trepte 32x15 cm

1

1

H rampa = 14cm

Beton B350(Bc25 ; C20/25)OTEL BETON PC52



sef proiect


data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.sc5

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

SCARI EXTERIOARE -0,05 / -0,95

H rampa = 14cm


H podest = 16cm

160

32

15

160

10

60

50

9014

-0,05

-0,95

30

1-1

32

2 Ø8/20 L=1,904

Ø12/15 L= 2,85 Pc52

1

50

30

205

Ø12/15 L= 3,05 Pc52

2

205

50

50

60 40

Ø12/15 L= 1,00 Pc523

237.

5

237.6

6 Trepte 32x15 cm

310

32 32 32 32 32129

160

77.4

2

2

- 0,9

5

- 0,0

5

32

15

160

10

60

50

90 14

-0,05

-0,95

30

2-2

32

2 Ø10/20 L= 3,108

Ø14/15 L= 3,00 Pc52

5

5045

2056205

50var.80 ~ 140

var. 100~ 16040

Ø14/15 Lvar 1,4 ~ 2,0 Pc527

14

var45 ~97

16


Ø14/15 Lvar 3

,4 ~4,0 Pc52


asem. BARE 8 10 12 141 12 14 2,85 39,902 12 14 3,05 42,703 12 14 1,00 14,004 8 26 1,90 49,405 14 21 3,00 63,006 14 21 4,00 84,007 14 21 2,00 42,008 10 38 3,10 117,809

10LUN GIMI / O 49,40 117,80 96,60 189,00GR EU T AT E / ML . 0,395 0,617 0,888 1,21GR EU T AT E / O 20 73 86 229T OT AL GREU T AT E 408

Plasa #Ø10/20/20 Pc52 ~ 100 kg



sef proiect


Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.sc6

stamp.



03/2011




COSTEA CATALIN

SCARI EXTERIOARE -0,05 / -0,95

H rampa = 14cmBeton B350(Bc25 ; C20/25)OTEL BETON PC52

300

3333

3333

33

2016

5

20 20260

6 Tr

epte

33x

15 c

m

- 0,05

- 0,95

Fundatie

1050

10

50

10

125


1

Fundatie

10

50

Fundatie

Fundatie

10 50


( intre axele 4 si 5 )

1

1-1

-0,95

60

50

90

15

20

12

-1,55

33

15 parapetbeton

125

10

-0,05

15

165


2 plase #Ø10/20

2 2 2 2

var.

75~1

35

20

-0,20-0,80

-1,55

2-2

14

14

Plasa #Ø10/20/20 Pc52 ~ 60 kg

75

-0,95

60


2Ø12

2Ø12

1

115

15

88

var.

70 ~

130

22Ø

8/20

Lv

ar 1

,15

~ 1,

75 P

c52

2 Ø8/20 Pc523

154agf Ø8/mp L=0,30

4


asem. BARE 8 121 12 8 2,00 16,002 8 28 1,75 49,003 8 25,004 8 16 0,30 4,805

LU NGIMI / O 78,80 16,00GREUT AT E / ML . 0,395 0,888GREUT AT E / O 32 15T OT AL GREU T AT E 47

VAR.

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.

BETO

N C

20/25O

TEL PC52

S.C.B

ELL B.A

.U. srl

Bd.TO

MIS nr.93 C


E-mail office@

bellbau.ro


scara 1: 75

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A

2

plansa nr:R

.sc.7

stamp.

verificatornum

ecerinta

semnatura

A

O.M

.839/12.10.2009


C.G

DEC

AD

A PR

OIEC

T SRL

03/2011





una Tuzla

03/2011


CO

STEA CA

TALIN

Am

enajari Exterioare - Zid Sprijin

A B

12

2'3

3'4

4'5

5'6

6'7'

78

S8

300

100

25

2025

210

2520

2520

2525

205

205

2525

350

Sb

70130

70

1589,41669,5

373,7

751,4

20x20

Sb20x20

Sb20x20

Sb20x20

Sb20x20

Sb20x20

Sb20x20

Sb20x20

20

20

20

20

70 100

A

A

BB

BB

BB

A

A

DD

DD

C C

A - A

Perna Piatra10 50

-2,65

-2,05

CTA

-0,95

PAM

AN

T C0MPA

CTA

T(

=1,65 t/mc)

PAM

AN

T C0MPA

CTA

T(

=1,65 t/mc)

20-0,05

15

PAT PIETRIS 10cm

HID

RO

IZOLA

TIE - TEFON

D

PAR

D. SLA

B ARM

ATA

PLASA

#Ø6/10/10

10

12

25

20

25

25

20

25

2Ø14 Pc52

beton de egalizare

3Ø12

3Ø12

2Ø14 2

33

Etr. Ø8/ 20 L=2,30 Pc52

162

43

70

2520

25 2x10Ø8/20

5

2

var.15 0 ~ 90

2Ø12/20 Lvar = 2,20 ~ 3,10 Pc52var. 170 ~ 260

4 158

158

B - B

Perna Piatra10 50

-2,65

-2,05

CTA

-0,95

PAM

AN

T C0MPA

CTA

T(

=1,65 t/mc)

PAM

AN

T C0MPA

CTA

T(

=1,65 t/mc)

20-0,05

15

PAT PIETRIS 10cm

HID

RO

IZOLA

TIE - TEFON

D

PAR

D. SLA

B ARM

ATA

PLASA

#Ø6/10/10

10

122Ø

14 Pc52

beton de egalizare

3Ø12

3Ø12

2Ø14 2

331

62

43

70

2520

25 2x10Ø8/20

5

2

2Ø12/20 L=3,10 Pc52260

7 158

158

C - C

Perna Piatra10 50

-2,65

-2,05

PAM

AN

T C0MPA

CTA

T(

=1,65 t/mc)

PAM

AN

T C0MPA

CTA

T(

=1,65 t/mc)

20-0,05

15

PAT PIETRIS 10cm

HID

RO

IZOLA

TIE - TEFON

D

PAR

D. SLA

B ARM

ATA

PLASA

#Ø6/10/10

10

122Ø

14 Pc52

beton de egalizare

3Ø12

3Ø12

2Ø14 2

331

62

43

70

2520

25 2x9Ø8/20

5

2

2Ø12/20 L=2,90 Pc52245

8 158

158

3315

20

15

4agf. Ø8/m

p L=0,30 Pc526

15

4agf. Ø8/m

p L=0,30 Pc526

D - D

-0,05

PAT PIETRIS 10cm

HID

RO

IZOLA

TIE - TEFON

D

PAR

D. SLA

B ARM

ATA

PLASA

#Ø6/10/10

10

12

200

-2,05

2x9Ø8/20

5

2Ø14 Pc52

2

2Ø14 Pc52

2

190

151010

2Ø10/20 L=2,40 Pc5215

9

PAM

AN

T C0MPA

CTA

T(

=1,65 t/mc)

Etr. Ø8/ 20 L=2,30 Pc52

Etr. Ø8/ 20 L=2,30 Pc52

-0,95

-0,05

-0,05

-0,95

-0,05

-0,95

var.

21560

110 10560

20060

D.A

.L.I.P.T.

D.D

.E.

200

300

600

600

200

300 600 600 600 600 600 300

S5Ø55

S5Ø55

S6 S6S8

S9

S1030x75

S1145x45

S1145x45

S1145x45

S12

S13

S14Ø70

S1560x70

S1560x70

S1560x70

S1560x70

S1655x55

S1655x55

S20

S1145x45

S1145x45

S1840x40

S19

S20

S1145x45

S1145x45

300 300 300 300 300 300

30

30

625

198,1

600

265

15

25

50

25 25

55 57081°

G1'-30x45

G12-30x40

BETON C20/25OTEL PC52

CATEGORIA DE IMPORTANTA ,, C "

ZONA SEISMICA "E"( ag=0,16g ; Tc=0.7sec )




scara 1: 75

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A2

plansa nr: R.14

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

PLAN COFRAJ CENTURI INTERMEDIARE ETAJ1

+7,45

C2-

25x2

0

210

25

335

G2 '-25x45

275 25

+7,45

10065

100

+6,3

5

+4,65

+6,6

5

25

C1-

25x2

0

+6,35

C2 -25x20

S21-30x55

S22-25x55

S2335x35

k825x25

k1025x25

k925x25

k1125x25

k1125x25N

6 -25x45

k625x25

se opreste la+6,60

se opreste la

+7,45

90

517,2

498

25

+6,6

5

C1-

25x2

0 +6,6

5

C1-

25x2

0

+6,6

5

C1-

25x2

0

+6,6

5

C1-

25x2

0

C2-25x20

+6,35

C2-25x20

+6,35

+6,3

5

C2-

25x2

0

+6,3

5

C2-

25x2

0

+6,65

310

C1-25x20

+6,00

C2-25x20

+6,00

C3-25x20

C1-

25x2

0

+6,6

5+6,6

5

C1-

25x2

0

+6,65

C1-25x20

C1-25x20

+6,65

75

300

C3-

25x2

0

+6,0

0

+6,0

0

C3-

25x2

0

+6,0

0

C3-

25x2

0

+7,5

0

C3-

25x2

0

+6,0

0

C3-

25x2

0

+7,5

0

C3-

25x2

0

25 575

17,5 1222,5

17,5

25

20

4 Ø14 Pc521

Etr.Ø8/15 L=0,85 Pc52

2015

C1 -25x20

+ 6,35

NOTA: Centurile pe zidaria de BCA se vor realiza la cote de nivel diferite , datoritagolurilor de usi si ferestre, ce sunt realizate in zidarie.

Acest plan se va citi impreuna cu planul de arhitectura etaj 1

NOTA: Armaturile din centuri nu se vor ancora in stalpi ; la contactul dintre centuradin beton si fata stalpului se va realiza un rost din polistiren de 2 cm grosime, ce seva monta in cofrajul centurii , inainte de turnarea betonului..

+ 6,00+ 6,65

C2 -25x20 C3 -25x20

2

C2-

25x2

0

+6,7

5

C2-25x20

+6,35 +6,35

C2-25x20

+6,3

5

+ 6,75

+6,3

5

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

D.D.E.

25

20

4 Ø14 Pc521

Etr.Ø8/15 L=0,85 Pc52

2015

C -25x20

+ 2,35+ 2,65

; C1 -25x20

2




scara 1: 75

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A2

plansa nr: R.9

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

PLAN COFRAJ CENTURI INTERMEDIARE PARTERNOTA: Centurile pe zidaria de BCA se vor realiza la cote de nivel diferite , datorita

golurilor de usi si ferestre, ce sunt realizate in zidarie.Acest plan se va citi impreuna cu planul de arhitectura etaj 1

NOTA: Armaturile din centuri nu se vor ancora in stalpi ; la contactul dintre centuradin beton si fata stalpului se va realiza un rost din polistiren de 2 cm grosime, ce seva monta in cofrajul centurii , inainte de turnarea betonului..

315

116,

2

27,5 S1

S730x80S8

S9

S1145x45

S5aØ55

S5aØ55

S1145x45

S1145x45

S13

S12

S14Ø70

S1560x70

S1560x70

S1560x70

S1560x70

S1655x55

S1145x45

S1655x55

S20

S1840x40

S18a40x40

S19

S20

S1145x45

S1145x45

S17

R3686,9

S230x30

30

100

30

132,1

25

413

C -25x20

C1 -25x20

25

30

150

25

262,

5

99°

90°

570

30

49

76°

25

572,5

102,8

437,5

+2,65

+2,3

5

C1-

25x2

0

C1-25x20

+2,35

60

25

452

C -25x20

+2,65

+2,35

S1145x45

+2,3

5+2

,35

C1-

25x2

0C

1-25

x20




105

144

350

90°

442,

3

581,2

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

D.D.E.

A

B

C

F

1 2 2' 3 3' 4 4' 55' 66' 7' 7 8

E

D

300 600 600 600 300

17,517,5

200

300

600

600

200

17,5




scara 1: 75

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A1

plansa nr: R.12

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

600 600

1535

GOL SCARA




Hplaca = 15cm

Ø8/20 L= 1,7

150sus/jos

1

370 sus/josØ8/20 L=3,80

2

3

Ø8/20 L= 3,052854

var.

620

~680

Ø12

/15

Lvar

= 6

,3~6

,95

var.

300

~335

Ø8/

15 L

var =

3,2

~3,5

56

Ø12

/15

Lvar

= 3

,5~

4,4

7va

r. 34

0 ~4

30

230

8su

s/jo

sØ

8/20

L=

2,50

Ø12

/15

Lvar

= 5

,6~

6,4

var.

550

~630

9

var.

250

~330

Ø8/

20 L

var =

2,7

~3,5

0

Ø12

/15

Lvar

= 6

,6~

7,9

var.

650

~780

var.

350

~520

Ø10

/20

Lvar

= 3

,7~5

,40

11

12

13

Ø8/15 Lvar = 6,35~7,35var. 615 ~ 715

14Ø10/20 Lvar = 8,7~ 10,6

var. 860 ~1050rep.Ø8/20sus/jos

44

625Ø10/15 L= 6,45

15 625Ø10/15 L= 6,45

15625

Ø10

/15

L=

6,45

15

625

Ø10

/15

L=

6,45

15

Ø8/

20 L

= 6,

4562

517

18Ø8/20 L=1,9170 18 Ø8/20 L=1,9

170

Ø8/

20 L

= 6,

4562

517

625

Ø10

/15

L=

6,45

15

625Ø10/15 L= 6,45

1519

625

Ø12

/15

L=

6,45

16

Ø10/15 Lvar = 7,6~ 9,9var. 740 ~970

20Ø12/15 Lvar = 4,4~ 6,9

var. 420 ~670

Ø12/15 L= 6,35 21

22Ø12/15 L= 4,85

47522Ø12/15 L= 4,85

475

Ø12/15 L= 6,35 21

Ø12

/15

L=

7,80

23

Ø12

/15

L=

7,80

23

Ø12

/15

L=

6,80

46

Ø12

/15

L=

7,80

23

670

Ø10

/20

L=

6,80

660

29su

s/jo

s

Ø10/20 L= 3,45325 26

27Ø12/15 L= 6,4

630

630Ø10/15 L= 6,50

24

Ø12/15 L= 6,4025

Ø12

/15

L=

6,90

680

31 30Ø

10/1

5 L

= 5,

5053

0

625Ø10/15 L= 6,45

15

625Ø10/15 L= 6,45

15

32 325Ø10/15 L= 3,35

33 Ø12/15 L= 6,35

Ø10

/15

L=

6,45

625

15

33 Ø12/15 L= 6,35

39 Ø10/15 L= 6,5539 Ø10/15 L= 6,55

42 Ø10/15 L= 6,55645

35Ø

10/1

5 L

= 6,

0059

0

37Ø

10/1

5

L=

5,60

550

38Ø

10/1

5 L

= 5,

0049

0

Ø10

/15

Lvar

= 5

,9~

6,9

var.

580

~680

40

41va

r.120

~21

0Ø

8/20

Lva

r = 1

,4~

2,3

rep.Ø8/20sus/jos44

Ø10

/20

L=

9,55

935

34

Ø10

/20

L=

9,55

935

34

Ø10

/20

L=

9,55

935

34

Ø10/20 L= 9,5093043 625

Ø10/20 L= 6,4515

625Ø10/20 L= 6,45

15

1115

15

capre Ø10/mp L= 0,70 Pc52

45

PLAN ARMARE PLANSEU PESTE PARTER +3,60

2

10

sus/

jos

sus/

jos

Ø12

/15

L=

7,80

23

630Ø10/15 L= 6,50

24

Ø10

/15

L=

6,45

625

15

Ø10/20 L= 3,45325 26

27Ø12/15 L= 6,4

630

Ø10

/20

L=

7,40

720

sus/

jos

28

Ø12/15 L= 6,4025

30Ø

10/1

5 L

= 5,

5053

0

Ø12

/15

L=

6,90

680

31

36Ø

8/20

L=

1,5

130

rep.Ø8/20sus/jos44

5050

rep.Ø8/20sus/jos44

variabilvariabilvariabil

variabilvariabilvariabilvariabilvariabilvariabil

variabilvariabil

variabilvariabil

NOTA: MARCILE CU LUNGIMI VARIABILE SE VOR DEBITA SI FASONA LA FATA LOCULUI

DIRECT PE COFRAJ

Ø12/15 Lvar = 3,3~ 6,1var. 320 ~600

variabil

625Ø10/20 L= 6,45

15

Ø12/15 L= 6,3521 30

30

30

30

210

Ø8/

20

L= 2

,30

Ø12/15 L= 6,35 21

47

Hplaca = 16cm

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

D.D.E.

915

15

capre Ø10/mp L= 0,65 Pc52

11

NOTA: MARCILE CU LUNGIMI VARIABILE SE VOR DEBITA SI FASONA LA FATA LOCULUI

DIRECT PE COFRAJ

200

300

600

600

200

300 600 600 600

Sb

S5Ø55

S8

300 300 300 300 300 300

625

600

6001815

205




Hplaca = 13cm




scara 1: 75

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A2

plansa nr: R.17

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

PLAN ARMARE PLANSEU PESTE ETAJ1 +7,45 / +8,10

C -25x20+4,65

C -25x20+4,65

C -25x20

+4,65

k425x25

+4,6

5

C -2

5x20

100

100

25x25

Sb25x25

Sb25x25

Sb25x25

Sb25x25

Sb25x25

3252Ø8/15 L=3,45

1sus/jos

2Ø8/20 L= 6,40

6202

sus/jos

2x4Ø12/5 L= 2,80

4

sus/jos3

2x2x3Ø12/5 L= 2,00 sus/jos

2Ø10/20 L= 6,50630

5sus/jos

2Ø10/20 Lvar = 6,50~7,05 630 ~ 685

6sus/jos

2Ø10

/20

L=

9,45

792

5su

s/jo

s

2Ø8/

20

L= 1

,55

135

82Ø

8/20

L=

1,0

585

sus/

jos

sus/

jos

rep.Ø8/20sus/jos10

9

VAR

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

D.D.E.

200

300

600

600

200

300 600 600 600 600 600 300

S1

S3 S3

S3

S4

S5aØ55

S5aØ55

S5Ø55

S5Ø55

S5aØ55

S730x80

S6 S6S8

S9

S1030x75

S1145x45

S1145x45

S1145x45

S12

S13

S14Ø70

S1560x70

S1560x70

S1560x70

S1560x70

S1560x70

S1560x70

S1560x70

S1655x55

S1655x55

S20

S1145x45

S1145x45

S17

S1840x40

S18a40x40

S19

S20

S1145x45

S1145x45

Ssc25x25

G3-40x65 G4-40x65 G5-40x65 G6-30x50 G7-30x50G2-40x65G1-30x50

G6-30x50 G7-30x50

GF-

30x5

0

GF-

30x5

0

GF-

30x5

0

GE-

35x6

0

GE-

35x6

0

GE-

35x6

0

25

N -2

5x40

G4-30x50

G4-30x50G3-35x50

GE-

30x5

0

GD

-30x

50

GD

-30x

50

GD

-30x

50

GD

-30x

50

GD

-30x

50

GD

-30x

50

Gcd

-30x

50

Gcd

-30x

50

Gcd

-30x

50G

C -3

5x60

GC

-35x

60

GC

-35x

60

GC

-30x

50

GC

-30x

50

GC

-30x

50

GB

-30x

50

GB

-30x

50G

ab -2

5x40

Gab

-25x

40

GB

-25x

40

GB

-30x

50

GB

-30x

50

G9 -30x50

G9 -30x50

GA

-30x

50

GA

-30x

50

GA

-30x

50

G5-30x50 G6-30x50

G8-30x50

G8-30x50

N2-

25x4

0

GC'

-30x

50

G56-24x40 G56-24x40

Gef

-30x

50N

1-25

x50

300 300 300 300 300 300

G34-30x50G23-30x50 G45-30x50

Gol Scara

445

25

275

30

25

10030

112,590

625

198,1

151,8

341,3

268,

9

600

265

6001815

3027030572,530572,53080

25

50

G5-30x50

265302652653026540262,530267,540 40 565 30 572,5 30 270

86130570122,52525122,556535572,525

25

3047

530

567,

530

570

3045

2,5

3527

530

270

267,

535

142,

525

175

5527

530

270

3026

7,5

3556

7,5

30

30

37,5

57064,581°

108

60

165

26,5

102

N 3-25x45G2-25x50

G2'-30x40

G1'-30x45

Nsc-25x40

G12-30x40

333

3012

2

25

512

30

G1-30x50

61

353,2

25

195

194,5

205

N4 -25x40




Hplaca = 15cm

40

k425x25

G1'2'-25x40




scara 1: 75

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A2

plansa nr: R.11

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

PLAN COFRAJ PLANSEU PESTE PARTER +3,60

+3,60

+2,4

9

+3,6

0

290

3025

030

+3,6

0+3

,60

30

125

51

331

Nsc1 -25x35

100

25

K530x30

+3,60

+1,86

Ssc25x25

Gbc

-25x

35

+1,2

2

25

Csc

-25x

35

+3,6

0

189

381

275GOL SCARA

55,7

25

C25x40

30 30

Gp

-30x

45

k725x25

k625x25

k625x25

S2335x35

k830x30

k830x30

k925x25

k1025x25

k1125x25

154,

5

30

NOTA: K6 ; K7 ; K8 ; K9 ; K10 ; K11 si S23 se vor forma de la cota + 3,60

S21-30x55

S22-25x55

267,5

35

30

Hplaca = 16cm

H pl=16 cm

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

D.D.E.

200

300

600

600

200

300 600 600 600 600 600 300

Sb

Sb

S5Ø55

S5Ø55

S6 S6S8

S9

S1030x75

S1145x45

S1145x45

S1145x45

S12

S13

S14Ø70

S1560x70

S1560x70

S1560x70

S1560x70

S1560x70

S1560x70

S1560x70

S1655x55

S1655x55

S20

S1145x45

S1145x45

S1840x40

S19

S20

S1145x45

S1145x45

G3-40x65 G4-40x65 G5-40x65

G6-30x50 G7-30x50

G2-40x65

G1-30x50

G6-30x50 G7-30x50

GF-

30x5

0

GF-

30x5

0

GF-

30x5

0

GE-

35x6

0

GE-

35x6

0

GE-

35x6

0N

-25x

40

G4-30x50

G4-25x40G3-25x40

GE-

30x5

0

GD

-30x

50

GD

-30x

50

GD

-30x

50

GD

-30x

50

GD

-30x

50

GD

-30x

50

Gcd

-30x

50

Gcd

-30x

50

Gcd

-30x

50G

C -3

5x60

GC

-35x

60

GC

-35x

60

GC

-30x

50

GC

-30x

50

GC

-30x

50

GB

-25x

40

C -2

5x20

G8-30x50

G8-30x50

N2-

25x4

0

Gef

-30x

50N

1-25

x50

300 300 300 300 300 300

G34-30x50G23-30x50

G45-30x50

30

30

625

198,1

151,8

600

265

6001815

3027030572,530572,53080

25

50

G5-30x50

265302652653026540262,530267,540 40

565 30 572,5

30 270

125

25

572,5577,525

25

3047

530

567,

530

3527

530

270

267,

535

2517

5

3027

530

270

3026

7,5

3539

0,5

57064,581°

60

165

G2-25x40

G1'-30x45

G12-30x40

333

3012

2

25

512

30

G1-30x50

61

271,1

323,6

205




Hplaca = 13;16cm

40

G1'2'-25x40




scara 1: 75

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A2

plansa nr: R.16

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

PLAN COFRAJ GRINZI PESTE ETAJ1 +7,45 / +8,10

+7,45

293

+8,1

0

30

+8,1

0

Gab

-25x

40

C -25x20+4,65

C -25x20+4,65

C -25x20

+4,65

k425x25

+4,6

5

C -2

5x20

+4,6

5

C -25x20

+4,65N 5

-25x

30

25

210

25

335

G2 '-25x45

275 25

+7,45

10065

100

+8,1

0

+7,5

5

+8,1

0

+8,1

0+8

,10

+8,1

0+8

,10

+8,1

0

+8,10

+4,65

+8,10

+8,10+8,10+8,10 +8,10+8,10+8,10

+8,1

0

+8,1

0

+6,6

0

+6,60+8,10

+6,85+8,10

+6,8

5

Gab

-25x

40

+7,1

0

G -2

5x30

+8,1

0+9

,45

G -2

5x30

+8,1

0+9

,45

315 312,5

27525

12525

154,

5

25

390,

5

N3-

25x4

0

+8,10

N4 -25x30

S21-30x55

25x25

Sb25x25

Sb25x25

Sb25x25

Sb25x25

Sb25x25

Sb25x25

Sb25x25

25x25

Sb25x25

Sb25x25

Sb25x25S22-25x55

S2335x35

k830x30

k925x25

k1025x25

k1125x25

+7,10+8,10 G5-25x40

+8,10

+9,4

5

+8,1

0+9

,45

N6 -25x45

+8,1

0

+8,1

0

+6,8

5

+7,5

0+8

,10

+8,10

+8,10

GE-

35x6

0

GC

-35x

60

G23-30x50

+8,10

G23-30x50

Gcd

-30x

50G

D-3

0x50

+8,10

+8,10

267,530

Sb25x25

+7,1

0

+8,10

k625x25

k625x25

k725x25

+7,4

5

+8,1

0 CC

-30x

30

se opreste la+6,60

se opreste la

+7,45

90

517,2

25 498

25

60

+9,65

+8,10+9,65

Sb125x25

Sb1 se formeaza de la +8,10 pana la +9,65

C3-25x20

70

7030

70

16

677,5

+8,10+9,30

+9,30

C4-25x20

+8,75

C5-25x20

+8,75

C5-25x20

k830x30

Gab

-25x

35

+7,3

5

+8,1

0

+7,5

5

30

35

25

170

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

D.D.E.

40 550 550 550 550 1100 1100 1070 40

330 48

0 630 78

0 930

150

930

150

150

150

10 60 480 80 480 60 480 80 480 60 1040 60 1040 60 1010 60 10

1100

1100

1100

1100

1150

grinda delegatura

grinda bordaj60x40x3

grinda de legatura

grinda de legatura

grinda de legatura

grinda de legatura




grinda de legatura grinda de legatura grinda de legatura grinda de legatura grinda de legatura

F1.1 80X60X5 L=1020

F1.180X60X5 L=1020

F1.1 80X60X5 L=1020

F1.180X60X5 L=1020

F1.1 80X60X5 L=1020

F1.3 80X60X5L=250

200 900 200 900 200 900 200 900 200 870 200

F1.4 80X60X5L=170

F1.580X60X5L=400

F1.6 80X60X5L=320 F1.780X60X5

L=550

F1.8 80X60X5L=1012

F1.9 80X60X5L=700

F1.10 80X60X5L=1102

F1.11 80X60X5L=850

F1.12 80X60X5L=1165 F1.11 80X60X5

L=850

F1.2 80X60X5 L=5550placa fixare 160x200x10 placa fixare 160x200x10 placa fixare 160x200x10 placa fixare 160x200x10 placa fixare 160x200x10

FERMA TIP 1 - 7 BUCATI

398,5 398,5 1139 1134 1050 40

480 63

0 780 93

0

150

93015

0

150

60 328,5 80 328,5 60 1079 60 1074 60 990 60 10

1139

1134

1130

grinda de legatura

grinda de legatura

grinda de legatura

grinda de legatura





F2.180X60X5 L=717

F2.2 80X60X5 L=1059

F2.3 80X60X5 L=1054

F2.480X60X5 L=970

200 597 200 939 200 934 200 850 200

F2.680X60X5L=400

F2.780X60X5L=320 F2.880X60X5

L=550

F2.9 80X60X5L=1069

80X60X5L=700F2.10

F2.12 80X60X5L=850

F2.13 80X60X5L=1157 F2.12 80X60X5

L=850

F2.5 80X60X5 L=4200placa fixare 160x200x10 placa fixare 160x200x10 placa fixare 160x200x10 placa fixare 160x200x10

797

5550 4200

40

F2.11 80X60X5L=1105

FERMA TIP 2 - 1 BUCATA

473,5 473,5 1139 1134 1050 40

480 63

0 780 93

0

150

93015

0

150

60 403,5 80 403,5 60 1079 60 1074 60 990 60 10

1139

1134

1130

grinda de legatura

grinda de legatura

grinda de legatura

grinda de legatura




grinda de legatura grinda de legatura grinda de legatura grinda de legatura

F3.180X60X5 L=867

F3.2 80X60X5 L=1064

F3.380X60X5 L=1054

F3.4 80X60X5 L=970

200 747 200 939 200 934 200 850 200

F3.680X60X5L=400

F3.7 80X60X5L=320 F3.880X60X5

L=550

F3.9 80X60X5L=1069

80X60X5L=700F3.10

F3.12 80X60X5L=850

F3.13 80X60X5L=1157 F3.12 80X60X5

L=850

F3.5 80X60X5 L=4350placa fixare 160x200x10 placa fixare 160x200x10 placa fixare 160x200x10 placa fixare 160x200x10

947

4350

40

F3.11 80X60X5L=1105


40 550 576 523 603 1122,5 1120 1299 40

330 48

0 630 78

0 930

150

930

150

150

150

10 60 480 80 506 60 453 80 533 60 1062,5 60 1060 60 1239 60 10

1126

1126

1122,5

1120

1379

grinda delegatura


grinda de legatura

grinda de legatura

grinda de legatura

grinda de legatura





F4.1 80X60X5 L=1051

F4.2 80X60X5 L=1046

F4.380X60X5 L=1043

F4.480X60X5 L=1040

F4.5 80X60X5 L=1219

F4.680X60X5L=250

200 926 200 926 200 922,5 200 920 200 1099 200

F4.7 80X60X5L=170

F4.8 80X60X5L=400

F4.980X60X5L=320

80X60X5L=550

80X60X5L=1032

80X60X5L=700

F4.13 80X60X5L=1119

F4.1480X60X5L=850

F4.15 80X60X5L=1353

F4.14 80X60X5L=850

80X60X5 L=5874placa fixare 160x200x10 placa fixare 160x200x10 placa fixare 160x200x10 placa fixare 160x200x10 placa fixare 160x200x10


5873,5

F4.10

F4.11F4.12

441 603 1122,5 1120 1299 40

480 63

0 780 93

0

150

93015

0

150

60 371 80 533 60 1062,5 60 1060 60 1239 60 10

1044

1122,5

1120

1379


grinda de legatura

grinda de legatura

grinda de legatura

grinda de legatura





F5.1 80X60X5 L=954

F5.280X60X5 L=1043

F5.3 80X60X5 L=1040

F5.4 80X60X5 L=1219

200 844 200 922,5 200 920 200 1099 200

F5.5 80X60X5L=400

F5.680X60X5L=320

80X60X5L=550

80X60X5L=1032

80X60X5L=700

F5.10 80X60X5L=1119

F5.1180X60X5L=850

F5.12 80X60X5L=1353

F5.11 80X60X5L=850

80X60X5 L=4665placa fixare 160x200x10 placa fixare 160x200x10 placa fixare 160x200x10 placa fixare 160x200x10


4665,5

40

F5.7

F4.16

F5.8F5.9

F5.13

grinda de legatura

grinda de legatura grinda de legatura

200 1008 200

grinda de legatura

930

grinda de legatura

1008 20010 60 1148 60 1148 60

1208 1208 4040

2496

FERMA TIP 6 - 3 BUCATI

F6.1 80X60X5 L=2336

F6.2 80X60X5 L=2496

F6.5 80X60X5 L=128280X60X5L=850F6.3 80X60X5

L=850F6.3

80X60X5L=770

F6.4

placa fixare 160x200x10 placa fixare 160x200x10 placa fixare 160x200x10

F6.580X60X5 L=1282


200 535 200

grinda de legatura

930

535 20010 60 675 60 675 60

735 735 4040

1550


F7.180X60X5 L=1390

F7.280X60X5 L=1550

F7.4

80X60

X5 L=9

30

80X60X5L=850F7.3 80X60X5

L=850F7.3

80X60X5L=770F7.5


F7.480X60X5 L=930


200 426 200

grinda de legatura

930

426 20010 60 566 60 566 60

626 626 4040

1332


F8.180X60X5 L=1172

F8.280X60X5 L=1332

F8.4

80X6

0X5

L=85

7

80X60X5L=850F8.3 80X60X5

L=850F8.3

80X60X5L=770F8.5


F8.480X60X5 L=857


200 397,5 200

grinda de legatura

930

397,5 20010 60 537,5 60 537,5 60

597,5 597,5 4040

1275


F9.180X60X5 L=1115

F9.280X60X5 L=1275

F9.3

80X6

0X5

L=85

0

80X60X5L=850

F9.3 80X60X5L=850

F9.3

80X60X5L=770F9.4


F9.380X60X5 L=850

40 635 635

330

10 60 565 80 565 60

grinda delegatura

grinda de legatura

200 1070 200

1350

40

grinda de legatura


F10.180X60X5 L=1190

F10.2 80X60X5 L=1350

80X60X5L=250F10.380X60X5

L=250F10.3 80X60X5L=170F10.4

40 385 385

330

grinda delegatura

grinda de legatura

200 570 200

850

40

grinda de legatura


F11.180X60X5 L=690

F11.2 80X60X5 L=850

80X60X5L=250F11.380X60X5

L=250F11.3

480

grinda delegatura

grinda de legatura

200 360 200

grinda de legatura


F12.1 80X60X5 L=480

F12.3 80X60X5 L=640

80X60X5L=400F12.280X60X5

L=400F12.2

640

placa fixare 160x200x10 placa fixare 160x200x10

placa fixare 160x200x10

40 570 570

330

10 60 500 80 500 60

grinda delegatura

grinda de legatura

200 940 200

1220

40

grinda de legatura


F13.180X60X5 L=1060

F13.2 80X60X5 L=1220

80X60X5L=250F13.380X60X5

L=250F13.3 80X60X5L=170F13.4


330

grinda de legatura

200 278 200

558

grinda de legatura


F14.180X60X5 L=398

F14.2 80X60X5 L=558

80X60X5L=250F14.380X60X5

L=250F14.3


330

grinda de legatura

200 228 200

508

grinda de legatura


F15.180X60X5 L=348

F15.2 80X60X5 L=508

80X60X5L=250F15.3

80X60X5L=250F15.3


grinda de legatura

200 385

grinda de legatura

930

200

665


F15.180X60X5 L=505

80X60X5 L=665

80X60X5L=850


F15.2

F15.3 80X60X5L=850

F15.3

4 ancore chmice M12L=100 mm

40 80 40

5010

050

4 ancore chmice M12L=100 mm



profil rectangular 80x60x5

placa din beton armat

DETALIU ANCORAJ FERMA

Δ 2 sudura de colt continua

2 sudura cap la cap sus si laterale

DETALIU SUDURA

320

320

320

320

180 33

0 480 63

0 780 93

0

320

grinda de legatura

grinda de legatura

grinda de legatura

FERMA TIP S1 - 3 BUCATI

EXTRAS LAMINATE FERMA TIP 1 - 7 BUCATIKg/ml

F1.1 80X60x5 1020 - 5 9.7 9.89 49.47F1.2 80X60x5 5550 - 1 9.7 53.84 53.84F1.3 80X60x5 250 - 1 9.7 2.43 2.43F1.4 80X60x5 1070 - 1 9.7 10.38 10.38F1.5 80X60x5 400 - 1 9.7 3.88 3.88F1.6 80X60x5 320 - 1 9.7 3.1 3.1F1.7 80X60x5 500 - 1 9.7 4.85 4.85F1.8 80X60x5 1012 - 1 9.7 9.82 9.82F1.9 80X60x5 700 - 1 9.7 6.79 6.79

F1.10 80X60x5 1102 - 1 9.7 10.69 10.69F1.11 80X60x5 850 - 2 9.7 8.25 16.49F1.12 80X60x5 1165 - 1 9.7 11.3 11.3

200x120x10 200 120 6 - 1.88 11.28100 - 24 - 0.1 2.4

Total 196.71 kg

200.64 kg

1404.5 kg

Pozitia Denumire Lungime Latime Nr. Bucati Masa/Buc. Masa Totala

Placa fixareAncoraj A. chimica 100 mm

Total+sudura

Total ferme

EXTRAS LAMINATE FERMA TIP 2 - 1 BUCATA

Kg/mlF2.1 80X60x5 717 - 1 9.7 6.95 6.95F2.2 80X60x5 1059 - 1 9.7 10.27 10.27F2.3 80X60x5 1054 - 1 9.7 10.22 10.22F2.4 80X60x5 970 - 1 9.7 9.41 9.41F2.5 80X60x5 4200 - 1 9.7 40.74 40.74F2.6 80X60x5 400 - 1 9.7 3.88 3.88F2.7 80X60x5 320 - 1 9.7 3.1 3.1F2.8 80X60x5 550 - 1 9.7 5.34 5.34F2.9 80X60x5 1069 - 1 9.7 10.37 10.37F2.10 80X60x5 700 - 1 9.7 6.79 6.79F2.11 80X60x5 1105 - 1 9.7 10.72 10.72F2.12 80X60x5 850 - 2 9.7 8.25 16.49F2.13 80X60x5 1157 - 1 9.7 11.22 11.22

200x120x10 200 120 5 - 1.88 9.4100 - 20 - 0.1 2

Total 156.91 kg

160.05 kg



Total+sudura



200x120x10 200 120 5 - 1.88 9.4100 - 20 - 0.1 2

Total 159.87 kg

163.07 kg



Total+sudura


Kg/mlF4.1 80X60x5 1051 - 1 9.7 10.19 10.19F4.2 80X60x5 1046 - 1 9.7 10.15 10.15F4.3 80X60x5 1043 - 1 9.7 10.12 10.12F4.4 80X60x5 1040 - 1 9.7 10.09 10.09F4.5 80X60x5 1219 - 1 9.7 11.82 11.82F4.6 80X60x5 250 - 1 9.7 2.43 2.43F4.7 80X60x5 170 - 1 9.7 1.65 1.65F4.8 80X60x5 400 - 1 9.7 3.88 3.88F4.9 80X60x5 320 - 1 9.7 3.1 3.1F4.10 80X60x5 550 - 1 9.7 5.34 5.34F4.11 80X60x5 1032 - 1 9.7 10.01 10.01F4.12 80X60x5 700 - 1 9.7 6.79 6.79F4.13 80X60x5 1119 - 1 9.7 10.85 10.85F4.14 80X60x5 850 - 2 9.7 8.25 16.49F4.15 80X60x5 1353 - 1 9.7 13.12 13.12F4.16 80X60x5 5874 - 1 9.7 56.98 56.98

200x120x10 200 120 6 - 1.88 11.28100 - 24 - 0.1 2.4

Total 196.69 kg

200.62 kg



Total+sudura



200x120x10 200 120 5 - 1.88 9.4100 - 20 - 0.1 2

Total 167.52 kg

170.87 kg



Total+sudura

EXTRAS LAMINATE FERMA TIP 6 – 3 BUCATI

Kg/mlF6.1 80X60x5 2336 - 1 9.7 22.66 22.66F6.2 80X60x5 2496 - 1 9.7 24.21 24.21F6.3 80X60x5 850 - 2 9.7 8.25 16.49F6.4 80X60x5 770 - 1 9.7 7.47 7.47F6.5 80X60x5 1282 - 2 9.7 12.44 24.87

200x120x10 200 120 3 - 1.88 5.64100 - 12 - 0.1 1.2

Total 102.54 kg

104.59 kg

313.77 kgEXTRAS LAMINATE FERMA TIP 7 – 1 BUCATA


200x120x10 200 120 3 - 1.88 5.64100 - 12 - 0.1 1.2

Total 77.36 kg

78.91 kg



Total+sudura

Total 3 ferme



Total+sudura

EXTRAS LAMINATE FERMA TIP 8 – 1 BUCATA


200x120x10 200 120 3 - 1.88 5.64100 - 12 - 0.1 1.2

Total 71.71 kg

73.15 kg



Total+sudura


Kg/mlF9.1 80X60x5 1115 - 1 9.7 10.82 10.82F9.2 80X60x5 1275 - 1 9.7 12.37 12.37F9.3 80X60x5 850 - 4 9.7 8.25 32.98F9.4 80X60x5 857 - 2 9.7 8.31 16.63

200x120x10 200 120 3 - 1.88 5.64100 - 12 - 0.1 1.2

Total 79.63 kg



200x120x10 200 120 2 - 1.88 3.76100 - 8 - 0.1 0.8

Total 53.1 kg


Kg/mlF11.1 80X60x5 690 - 1 9.7 6.69 6.69F11.2 80X60x5 850 - 1 9.7 8.25 8.25F11.3 80X60x5 250 - 2 9.7 2.43 4.85

200x120x10 200 120 2 - 1.88 3.76100 - 8 - 0.1 0.8

Total 24.35 kg


Kg/mlF12.1 80X60x5 480 - 1 9.7 4.66 4.66F12.2 80X60x5 400 - 2 9.7 3.88 7.76F12.3 80X60x5 640 - 1 9.7 6.21 6.21

200x120x10 200 120 2 - 1.88 3.76100 - 8 - 0.1 0.8

Total 23.18 kg



200x120x10 200 120 2 - 1.88 3.76100 - 8 - 0.1 0.8

Total 33.18 kg

33.84 kg



Total+sudura



Total+sudura



Total+sudura



Total+sudura



Total+sudura


Kg/mlF14.1 80X60x5 398 - 1 9.7 3.86 3.86F14.2 80X60x5 558 - 1 9.7 5.41 5.41F14.3 80X60x5 250 - 2 9.7 2.43 4.85

200x120x10 200 120 2 - 1.88 3.76100 - 8 - 0.1 0.8

Total 18.68 kg


Kg/mlF15.1 80X60x5 348 - 1 9.7 3.38 3.38F15.2 80X60x5 508 - 1 9.7 4.93 4.93F15.3 80X60x5 250 - 2 9.7 2.43 4.85

200x120x10 200 120 2 - 1.88 3.76100 - 8 - 0.1 0.8

Total 17.71 kg


Kg/mlF16.1 80X60x5 505 - 1 9.7 4.9 4.9F16.2 80X60x5 665 - 1 9.7 6.45 6.45F16.3 80X60x5 850 - 2 9.7 8.25 16.49

200x120x10 200 120 2 - 1.88 3.76100 - 8 - 0.1 0.8

Total 32.4 kg

33.05 kg



Total+sudura



Total+sudura



Total+sudura

1680

80X60X5L=240

FS.1

80X60X5L=240

FS.1

80X60X5L=240

FS.1

80X60X5L=240

FS.1

80X60X5L=240

FS.1

80X60X5 L=1680FS.2 placa fixare 160x200x10placa fixare 160x200x10

80X60X5L=850

FS.7

80X60X5L=105

FS.2

80X60X5L=250

FS.3

80X60X5L=400

FS.4

80X60X5L=550

FS.5

80X60X5L=700

FS.6

EXTRAS LAMINATE FERMA TIP S1 – 3 BUCATI

Kg/mlFS.1 80X60x5 240 - 3 9.7 2.33 6.98FS.2 80X60x5 105 - 1 9.7 1.02 1.02FS.3 80X60x5 25 - 1 9.7 0.24 0.24FS.4 80X60x5 400 - 1 9.7 3.88 3.88FS.5 80X60x5 550 - 1 9.7 5.34 5.34FS.6 80X60x5 700 - 1 9.7 6.79 6.79FS.7 80X60x5 850 - 1 9.7 8.25 8.25FS.8 80X60x5 1680 - 1 9.7 16.3 16.3

200x120x10 200 120 4 - 1.88 7.52100 - 16 - 0.1 1.6

Total 57.91 kg

59.07 kg

177.21 kg



Total+sudura

Total 3 ferme

EXTRAS LAMINATE TOTAL

Kg/mlFERME

PROFIL 80X60x5 287.22 - - 9.7 - 2786.00200x120x10 - - 107 - 1.88 201.16

100 - 408 - 0.1 40.80GRINZI DE LEGATURA SI BORDAJ

PROFIL 80X60x5 195.67 - - 9.7 - 1898PROFIL 60X40x5 57.08 - - 6.5 - 371

Total 5095.8 kg

5201.74 kg

Pozitia Denumire Metrii Liniari Latime Nr. Bucati Masa/Buc. Masa Totala


Total+pierderi

NOTA:

1. Deoarece pozitia prezentei structuri este unaunghiulara se recomanda debitarea profilelor inurma relevarii si trasarii, la fata locului.

2. Din motivul prezentat la punctul 1 din nota s-aales ca grinzile de legatura si bordaj sa nu fiediferentiate prin pozitii distincte, evalureacantitativa facandu-se in extrasul total sub formade metrii liniari.

3. Daca se doreste ajustarea lungimii fermelorsau a distantei dintre ele, acest fapt va fi adus lacunostinta inginerului proiectant pentru gasireaunei solutii.

4. Fixarea elementelor se va realiza prin suduracombinata atat de "colt" cat si "cap la cap" petoata lungimea de contact. Sudura de colt va aveamaxim calibrul 3.

5. Dupa sudura si dupa curatarea zgurii darinainte de vopsire toate elementele metalice sevor proteja cu doua straturi de grund.

6. Structura se va acoperii in zona treptelor cat siin zona cabinei de proiectie cu tabla striata tip TS6.

7. Prezentele planuri de rezistenta se vor corelacu planurile de arhitectura pe santier.

72 mp x 51 kg/mp ~ 3700kgTabla striata TS6



sef proiect


data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.24.2

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

DETALIU FERMA TIP 1



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Proiect nr.

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Marian Bell

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plansa nr: R.24.4

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O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

DETALIU FERMA TIP 3



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Proiect nr.

Faza:

Marian Bell

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plansa nr: R.24.3

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O.M.839/12.10.2009


03/2011



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COSTEA CATALIN

DETALIU FERMA TIP 2



sef proiect


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Proiect nr.

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Marian Bell

format: A3

plansa nr: R.24.5

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O.M.839/12.10.2009


03/2011



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COSTEA CATALIN

DETALIU FERMA TIP 4



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plansa nr: R.24.6

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COSTEA CATALIN

DETALIU FERMA TIP 5



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plansa nr: R.24.7

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COSTEA CATALIN

DETALIU FERMA TIP 6 ; TIP 7 ;TIP 8



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COSTEA CATALIN



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data:

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plansa nr:R.24.8A

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COSTEA CATALIN




scara 1: 20

data:

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Proiect nr.

Faza:

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plansa nr: R.24.9

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O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN




scara 1: 20

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A4

plansa nr:R.24.9A

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN




scara 1: 20

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A4

plansa nr: R.24.10

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN



sef proiect


data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A4

plansa nr: R.24.11

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

DETALIU ANCORAJ FERMA

DETALIU FERMA TIP9; TIP10;TIP 11;TIP12;TIP13

NOTA: Pentru extras laminate vezi plansa R.24.8A

EXTRAS LAMINATEDETALIU FERMA TIP9; TIP10;TIP 11;TIP12;TIP13

DETALIU FERMA TIP14 ; TIP15 ;TIP16; TIP S1EXTRAS LAMINATE

DETALIU FERMA TIP 14; TIP15; TIP16

NOTA: Pentru extras laminate vezi plansa R.24.9A

EXTRAS LAMINATE - CENTRALIZATOR

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

45

D

FERM

A TIP1

FERM

A TIP1

FERM

A TIP1

FERM

A TIP1

FERM

A TIP1

FERM

A TIP2

FERM

A TIP3

FERM

A TIP4

FERM

A TIP5

FERM

A TIP6

FERM

A TIP6

FERM

A TIP6

FERM

A TIP7

FERM

A TIP8

FERM

A TIP9

FERM

A TIP10

FERM

A TIP11

FERMA TIP12

FERMA TIP13

FERM

A TIP14

FERM

A TIP1

FERM

A TIP15

trepte metalice

D

45

D

3.5° 3.5°

3.5° 3.5°3.5°

3.5°

550520

550550

550550

550550

520550

550520

550550

550550

550550

520550

550520

550550

550550

550550

520550

563561

561560

560689

689563

1066

600600

600600

600600

600600

10951095

8.7°1110

600600

10851085705575

1310

579551

567567

553585

887

1500

3375

155

FERM

A TIP16

grinda legaturasus si jos 80x60x5 +bordaj

FERM

A TIP1


















































grinda legaturasus 80x60x5















































grinda legaturasus si jos 80x60x5















FERM

A S1

FERM

A S1

FERM

A S1

FERM

A S2

FERM

A S3



320320

320320

320

320320

320320

320



S.C.B

EL

L B

.A.U

. srlB

d.TO

MIS nr.93 C


E-m

ail [email protected]


scara 1: 35

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian B

ell

format: A

3

plansa nr:R

.24

stamp.

verificatornum

ecerinta

semnatura

A

O.M

.839/12.10.2009


C.G

DEC

AD

A PR

OIE

CT SR

L

03/2011



localitatea Tuzla, in vederea utilizarii acesteia drept C

entru pentru Tineri


una Tuzla

03/2011


CO

STE

A C

AT

AL

IN

Plan S

tructura Metalica G

radene

S.C.B

EL

L B

.A.U

. srlB

d.TO

MIS nr.93 C


E-m



scara 1: 35

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian B

ell

format: A

3

plansa nr:R

.24.1

stamp.

verificatornum

ecerinta

semnatura

A

O.M

.839/12.10.2009


C.G

DEC

AD

A PR

OIE

CT SR

L

03/2011



localitatea Tuzla, in vederea utilizarii acesteia drept C

entru pentru Tineri


una Tuzla

03/2011


CO

STE

A C

AT

AL

IN

Plan P

ozitionare Structura M

etalica Gradene

D.A

.L.I.

P.T.D

.D.E.

D.A

.L.I.

P.T.D

.D.E.

Sheet1

Pozitia Denumire Lungime Latime Nr. Bucati Kg/ml Masa/Buc. Masa TotalaF1.1 80X60x5 1020 - 5 9.7 9.894 49.47F1.2 80X60x5 5550 - 1 9.7 53.835 53.835F1.3 80X60x5 250 - 1 9.7 2.425 2.425F1.4 80X60x5 1070 - 1 9.7 10.379 10.379F1.5 80X60x5 400 - 1 9.7 3.88 3.88F1.6 80X60x5 320 - 1 9.7 3.104 3.104F1.7 80X60x5 500 - 1 9.7 4.85 4.85F1.8 80X60x5 1012 - 1 9.7 9.8164 9.8164F1.9 80X60x5 700 - 1 9.7 6.79 6.79F1.10 80X60x5 1102 - 1 9.7 10.6894 10.6894F1.11 80X60x5 850 - 2 9.7 8.245 16.49F1.12 80X60x5 1165 - 1 9.7 11.3005 11.3005

Placa fixare 200x120x10 200 120 6 - 1.88 11.28Ancoraj A. chimica 100 mm 100 - 24 - 0.1 2.4

Pozitia Denumire Lungime Latime Nr. Bucati Kg/ml Masa/Buc. Masa TotalaF2.1 80X60x5 717 - 1 9.7 6.9549 6.9549F2.2 80X60x5 1059 - 1 9.7 10.2723 10.2723F2.3 80X60x5 1054 - 1 9.7 10.2238 10.2238F2.4 80X60x5 970 - 1 9.7 9.409 9.409F2.5 80X60x5 4200 - 1 9.7 40.74 40.74F2.6 80X60x5 400 - 1 9.7 3.88 3.88F2.7 80X60x5 320 - 1 9.7 3.104 3.104F2.8 80X60x5 550 - 1 9.7 5.335 5.335F2.9 80X60x5 1069 - 1 9.7 10.3693 10.3693F2.10 80X60x5 700 - 1 9.7 6.79 6.79F2.11 80X60x5 1105 - 1 9.7 10.7185 10.7185F2.12 80X60x5 850 - 2 9.7 8.245 16.49F2.13 80X60x5 1157 - 1 9.7 11.2229 11.2229

Placa fixare 200x120x10 200 120 5 - 1.88 9.4Ancoraj A. chimica 100 mm 100 - 20 - 0.1 2

Pozitia Denumire Lungime Latime Nr. Bucati Kg/ml Masa/Buc. Masa TotalaF3.1 80X60x5 867 - 1 9.7 8.4099 8.4099F3.2 80X60x5 1064 - 1 9.7 10.3208 10.3208F3.3 80X60x5 1054 - 1 9.7 10.2238 10.2238F3.4 80X60x5 970 - 1 9.7 9.409 9.409F3.5 80X60x5 4350 - 1 9.7 42.195 42.195F3.6 80X60x5 400 - 1 9.7 3.88 3.88F3.7 80X60x5 320 - 1 9.7 3.104 3.104

Total+sudura 160.047894 kg



Total 156.9097 kg


Total 7 ferme 1404.504402 kg

EXTRAS LAMINATE FERMA TIP 1 - 7 BUCATI

Total 196.7093 kg

Page 1

Sheet1F3.8 80X60x5 550 - 1 9.7 5.335 5.335F3.9 80X60x5 1069 - 1 9.7 10.3693 10.3693F3.10 80X60x5 700 - 1 9.7 6.79 6.79F3.11 80X60x5 1105 - 1 9.7 10.7185 10.7185F3.12 80X60x5 850 - 2 9.7 8.245 16.49F3.13 80X60x5 1157 - 1 9.7 11.2229 11.2229

Placa fixare 200x120x10 200 120 5 - 1.88 9.4Ancoraj A. chimica 100 mm 100 - 20 - 0.1 2

Pozitia Denumire Lungime Latime Nr. Bucati Kg/ml Masa/Buc. Masa TotalaF4.1 80X60x5 1051 - 1 9.7 10.1947 10.1947F4.2 80X60x5 1046 - 1 9.7 10.1462 10.1462F4.3 80X60x5 1043 - 1 9.7 10.1171 10.1171F4.4 80X60x5 1040 - 1 9.7 10.088 10.088F4.5 80X60x5 1219 - 1 9.7 11.8243 11.8243F4.6 80X60x5 250 - 1 9.7 2.425 2.425F4.7 80X60x5 170 - 1 9.7 1.649 1.649F4.8 80X60x5 400 - 1 9.7 3.88 3.88F4.9 80X60x5 320 - 1 9.7 3.104 3.104F4.10 80X60x5 550 - 1 9.7 5.335 5.335F4.11 80X60x5 1032 - 1 9.7 10.0104 10.0104F4.12 80X60x5 700 - 1 9.7 6.79 6.79F4.13 80X60x5 1119 - 1 9.7 10.8543 10.8543F4.14 80X60x5 850 - 2 9.7 8.245 16.49F4.15 80X60x5 1353 - 1 9.7 13.1241 13.1241F4.16 80X60x5 5874 - 1 9.7 56.9778 56.9778


Pozitia Denumire Lungime Latime Nr. Bucati Kg/ml Masa/Buc. Masa TotalaF5.1 80X60x5 954 - 1 9.7 9.2538 9.2538F5.2 80X60x5 1043 - 1 9.7 10.1171 10.1171F5.3 80X60x5 1040 - 1 9.7 10.088 10.088F5.4 80X60x5 1219 - 1 9.7 11.8243 11.8243F5.5 80X60x5 400 - 1 9.7 3.88 3.88F5.6 80X60x5 320 - 1 9.7 3.104 3.104F5.7 80X60x5 550 - 1 9.7 5.335 5.335F5.8 80X60x5 1032 - 1 9.7 10.0104 10.0104F5.9 80X60x5 700 - 1 9.7 6.79 6.79F5.10 80X60x5 1119 - 1 9.7 10.8543 10.8543F5.11 80X60x5 850 - 2 9.7 8.245 16.49F5.12 80X60x5 1353 - 1 9.7 13.1241 13.1241F5.14 80X60x5 4665 - 1 9.7 45.2505 45.2505

Placa fixare 200x120x10 200 120 5 - 1.88 9.4




Total 196.6899 kg

Total 159.8682 kg


Page 2

Sheet1Ancoraj A. chimica 100 mm 100 - 20 - 0.1 2

Pozitia Denumire Lungime Latime Nr. Bucati Kg/ml Masa/Buc. Masa TotalaF6.1 80X60x5 2336 - 1 9.7 22.6592 22.6592F6.2 80X60x5 2496 - 1 9.7 24.2112 24.2112F6.3 80X60x5 850 - 2 9.7 8.245 16.49F6.4 80X60x5 770 - 1 9.7 7.469 7.469F6.5 80X60x5 1282 - 2 9.7 12.4354 24.8708






Pozitia Denumire Lungime Latime Nr. Bucati Kg/ml Masa/Buc. Masa TotalaF9.1 80X60x5 1115 - 1 9.7 10.8155 10.8155F9.2 80X60x5 1275 - 1 9.7 12.3675 12.3675


Total 71.7136 kg


Total+sudura 78.90618 kgEXTRAS LAMINATE FERMA TIP 8 – 1 BUCATA


Total 77.359 kg



EXTRAS LAMINATE FERMA TIP 6 – 3 BUCATI

Total 102.5402 kg

Total 167.5215 kg


Page 3

Sheet1F9.3 80X60x5 850 - 4 9.7 8.245 32.98F9.4 80X60x5 857 - 2 9.7 8.3129 16.6258


Pozitia Denumire Lungime Latime Nr. Bucati Kg/ml Masa/Buc. Masa TotalaF10.1 80X60x5 1190 - 1 9.7 11.543 11.543F10.2 80X60x5 1350 - 1 9.7 13.095 13.095F10.3 80X60x5 250 - 3 9.7 2.425 7.275F10.4 80X60x5 857 - 2 9.7 8.3129 16.6258


Pozitia Denumire Lungime Latime Nr. Bucati Kg/ml Masa/Buc. Masa TotalaF11.1 80X60x5 690 - 1 9.7 6.693 6.693F11.2 80X60x5 850 - 1 9.7 8.245 8.245F11.3 80X60x5 250 - 2 9.7 2.425 4.85




Pozitia Denumire Lungime Latime Nr. Bucati Kg/ml Masa/Buc. Masa TotalaF13.1 80X60x5 1060 - 1 9.7 10.282 10.282F13.2 80X60x5 1220 - 1 9.7 11.834 11.834F13.3 80X60x5 250 - 2 9.7 2.425 4.85F13.4 80X60x5 170 - 1 9.7 1.649 1.649




Total 33.175 kg

Total 23.184 kg




Total 24.348 kg

Total 53.0988 kg



Total 79.6288 kg

Page 4

Sheet1







Pozitia Denumire Lungime Latime Nr. Bucati Kg/ml Masa/Buc. Masa TotalaFS.1 80X60x5 240 - 3 9.7 2.328 6.984FS.2 80X60x5 105 - 1 9.7 1.0185 1.0185FS.3 80X60x5 25 - 1 9.7 0.2425 0.2425FS.4 80X60x5 400 - 1 9.7 3.88 3.88FS.5 80X60x5 550 - 1 9.7 5.335 5.335FS.6 80X60x5 700 - 1 9.7 6.79 6.79FS.7 80X60x5 850 - 1 9.7 8.245 8.245FS.8 80X60x5 1680 - 1 9.7 16.296 16.296



Total 3 ferme 177 20766 kg

EXTRAS LAMINATE FERMA TIP S1 – 3 BUCATI

Total 57.911 kg

Total 32.399 kg




Total 17.7132 kg

Total 18.6832 kg



Page 5

Sheet1

Pozitia Denumire Metrii Liniari Latime Nr. Bucati Kg/ml Masa/Buc. Masa Totala

PROFIL 80X60x5 287.2164948 - - 9.7 - 2786.00Placa fixare 200x120x10 - - 107 - 1.88 201.16

Ancoraj A. chimica 100 mm 100 - 408 - 0.1 40.80

PROFIL 80X60x5 195.6701031 - - 9.7 - 1898PROFIL 60X40x5 57.07692308 - - 6.5 - 371

Total+pierderi 5201.7392 kg

EXTRAS LAMINATE TOTAL

FERME

GRINZI DE LEGATURA SI BORDAJ

Total 5095.8 kg


Page 6

L=1,60 Ob37

44

24 8

30

1350

2Ø20 Pc52

3Ø16 Pc52

1-1

575

+8,10

1 2Ø20 L= 6,35 Pc52

G1-30x50

30

Ø8/20

30 2052 1Ø16 L= 2,35 Pc52

375

1Ø16 Pc52

Gcd

40

1365

2Ø25 Pc52

2Ø25 Pc52

2-2

2Ø28 Pc52

15





scara 1: 50

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.18

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

Grinzi G1 cota +8,10

45

150

45 45

70

494,5 315,5

122,51137,5

Ø8/10150194,5

Ø8/10120 12075,5

Ø8/10 Ø8/20 Ø8/10 Ø8/10

11

30

30

30

5753 3Ø16 L= 6,35 Pc52

30

30

30

30

22

30

1350

2Ø16 Pc521Ø20 Pc52

2-2

30

50

3Ø16 Pc52

3Ø16 Pc52

3-3

+6,60

G2-25x40/40x65





scara 1: 50

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.18.1

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN


65

195Ø10/10

340 70

70830

1375

195Ø10/10

440Ø10/15

Ø10/10

Ø10/10Ø10/20

N1 GD

250 30 212 25 33 30 250

22

22

30

30

30

30140 40

40 3753 2Ø28 L= 4,15 Pc52

403753 2Ø28 L= 4,15 Pc52

9602 2Ø25 L= 10,40 Pc52

9602Ø25+2Ø20 L= 10,40 Pc5240 40 30

25

46

S9 25

40

3Ø16 Pc52

1-1

L=1,30 Ob37

34

20

etr.Ø10/10 si 20

etr.Ø8/10 si 20

L=1,80 Pc52ochelari 2Ø16

6

8

L=2,10 Ob37

59

34

etr.Ø10/10 si 15

7

30

+8,10

G23-30x50




scara 1: 50

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.18.2

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

Grinzi G23; G34; G45 cota +8,10

55

Gcd GDGC GE

35 267,5 30 270 30 275 35 34,4

1032

267,5 270,1 275 34,4Ø10/15 Ø10/15 Ø10/15

11

2Ø12 Ob37

59

12

L=1,65 Ob37etr.Ø10/10 si 15

9

34

L=0,60 Ob37agf.Ø10/20

10

25 2510202Ø16 L= 10,70 Pc52

25 3603 1Ø20 L= 3,85 Pc52

251020

2Ø20+1Ø16 L= 10,70 Pc52 25

254554 1Ø20 L= 4,80 Pc52

11

11

+8,10

G34-30x50 = G45-30x50

Gcd GDGC GE

35 267,5 30 270 30 275 35

267,5 270,1 275Ø10/15 Ø10/15 Ø10/15

22

25 25930

25 360

25930

25

25365

22

22

942,5

L=1,60 Ob37

44

24 8

30

50

2Ø16 Pc52

1-1

1Ø20 Pc52

etr.Ø10/15

13

4 ramuri 4 ramuri

4 2Ø12 L= 8,30 Ob37

1154 ramuri

1154 ramuri

40

1365

3-3

15

2Ø12 Pc52

33

L=2,10 Ob37

59

34etr.Ø10/10 si 15

7

195

4 ramuri

195





scara 1: 50

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.18.3

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN


G3-25x40/40x65

+6,85

35 363 70

820 70

1408

Gcd GD

Ø10/104 ramuriØ10/10

430Ø10/15115

4 ramuri115

4 ramuri

22

33

30

30

40

40 3753 2Ø28 L= 4,15 Pc52

40

9502 2Ø25 L= 10,30 Pc52

40

40

40

950

22

2-2

40

65

2Ø25 Pc522Ø28 Pc52

30

25

46


9

L=2,10 Ob37

59

34

etr.Ø10/10 si 15

30

59

12

L=1,65 Ob37etr.Ø10/10 si 15

40

65

2Ø25 Pc52

3-3

2Ø12 Pc52

L=2,10 Ob37

59

34etr.Ø10/10 si 15

8

8

10

30 36870 820 70

Gcd GD

10513955



sef proiect


data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.18.4

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN


+8,10

G4-25x40/40x65/30x50

139Ø10/10

195

4 ramuri

195

Gcd GD


430Ø10/15115

4 ramuri115

4 ramuri

22

33

22

1

105

N

Ø10/10

2

40

40 3755 2Ø28 L= 4,15 Pc52

40

9504 2Ø25 L= 10,30 Pc52

40

40

40

3656 2Ø28 L= 4,05 Pc52

950

2040

2015

18511 3Ø16 L= 2,00

18510 1Ø16 L= 2,05

1659 2Ø20 L= 2,25

25 252151 3Ø16 L= 2,65 Pc52

2151 3Ø16 L= 2,6525 25

11

44

25

40

3Ø16 Pc52

3Ø16 Pc52

1-1

34

2012

30

1350

2Ø20 Pc52

3Ø16 Pc52

4-4

1Ø16 Pc52

L=1,30 Ob37etr.Ø10/10 si 20

2-2

40

65

2Ø25 Pc522Ø28 Pc52

L=2,10 Ob37

59

34

etr.Ø10/10 si 15

13

2Ø12 Ob37

34

L=0,60 Ob37agf.Ø10/20

11

2Ø12 L= 8,30 Ob374

2Ø12 L= 8,30 Ob377

2Ø12 Ob37

30

25

46


14

30

59

12

L=1,65 Ob37etr.Ø10/10 si 15

1534

L=0,60 Ob37agf.Ø10/20

16 40

65

2Ø25 Pc52

3-3

2Ø12 Pc52

70 820 70

Gcd GD

137,5



sef proiect


data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.18.5

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN


G5-25x40/40x65/30x50

195

4 ramuri

195

Gcd GD


430Ø10/15115

4 ramuri115

4 ramuri

22

33

22

137,5

N

Ø10/10

40

40 3755 2Ø25 L= 4,15 Pc52

40

9504 2Ø25 L= 10,30 Pc52

40

40

40

3656 2Ø25 L= 4,05 Pc52

9508 2Ø25+2Ø20 L= 10,30 Pc52

2040

15275

10 3Ø16 L= 2,90 Pc52

2559 3Ø16 L= 3,15 Pc52

44

1-1

44

2416

30

13

50

3Ø16 Pc52

3Ø16 Pc52

4-4

L=1,60 Ob37etr.Ø10/10

2-2

40

65

2Ø25 Pc52

2Ø25 Pc52

2Ø25 Pc52

L=2,10 Ob37

59

34

etr.Ø10/10 si 15

12

2Ø12 L= 8,30 Ob377

2Ø12 Ob37

30

25

46


13

30

59

12

L=1,65 Ob37etr.Ø10/10 si 15

1434

L=0,60 Ob37agf.Ø10/20

15 40

65

2Ø25 Pc52

3-3

2Ø12 Pc52

55

Nota: Pentru extras armatura vezi plansa R.18.4.A

55 545 55 445

G6-30x50

150 150Ø10/10 Ø10/10

245Ø10/20

11

150Ø10/10

2 1Ø20 L= 2,60 Pc52

30

30

301135

1 3Ø16 L= 11,95 Pc52

1904 1Ø16 L= 2,20 Pc52

11351 2Ø16 L= 11,95 Pc52

30

50

2Ø16 Pc52

3Ø16 Pc52

1-1 2-2

45

150Ø10/10

145Ø10/20

3 1Ø20 L= 3,85 Pc52

11

22 44

246

L=1,60 Ob37etr.Ø10/10 si 20




sef proiect


data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.18.7

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

Grinzi G7;G8 cota +8,10

45 555 45 445

G7-30x50

150 150Ø10/10 Ø10/10

255Ø10/20

11

11

150Ø10/10

2 1Ø20 L= 2,55 Pc52

30

30

301125

1 3Ø16 L= 11,85 Pc52

1904 1Ø16 L= 2,20 Pc52

11251 2Ø16 L= 11,85 Pc52

45

150Ø10/10

145Ø10/20

3 1Ø20 L= 3,80 Pc52

1135

72,5N2

30

30

30

225

+8,10

44

246

30

50

1-1

2Ø16 Pc521Ø20 Pc52

3Ø16 Pc52

L=1,60 Ob37etr.Ø10/10 si 20

150

5555

150

40 442,5 425

G8-30x50

1017,5

125120120 202,5Ø10/10 Ø10/20 Ø10/10Ø10/10Ø10/10 Ø10/20

+8,10

30

301010

10105 3Ø16 L= 10,70 Pc52

5 3Ø16 L= 10,70 Pc52

33

33

30

50

3Ø16 Pc52

3Ø16 Pc52

3-3


+8,10

+

2Ø20 Pc52

2Ø25 Pc52

2Ø20 Pc52

8 2Ø25+2Ø20 L= 10,30 Pc52+

2Ø25 Pc52

2Ø20 Pc52

2Ø25 Pc52

2Ø20 Pc52

2Ø25 Pc52

2Ø20 Pc52

2Ø25 Pc52

2Ø20 Pc52

5 2Ø25+2Ø20 L= 10,30 Pc522 +

250 30 270 30 240

4

250 30 270 30 240

4

180

150

+7,50

30

30

302052 1Ø16 L= 2,35 Pc52

30

30

3754 2Ø16+1Ø20 L= 4,35 Pc52+ 5

4 3Ø16 L= 4,35 Pc52

35195

3Ø16 L=2,90 Pc52

6

235

3Ø16 L=2,95 Pc52

7

33

128,3

3Ø16 Pc52

+8,10120

120122,6

11

430

55

3Ø16 L=5,45 Pc52

55

1 4303Ø16 L=5,45 Pc52

3Ø16 Pc52

2 + 5

2Ø20 Pc52

2Ø25 Pc52

2Ø25 Pc522Ø20 Pc52

1

2 + 1

2Ø20 Pc521Ø16 Pc52

3 1Ø20 L= 3,85 Pc52 7 1Ø20 L= 4,80 Pc52

2Ø16 L= 9,80 Pc52

2Ø20+1Ø16 L= 9,80 Pc52

5

6 + 5

30

50

2Ø16 Pc52

2-2

1Ø20 Pc52

2Ø20 Pc521Ø16 Pc52

11

25 25

25

120

120

140,5 Ø10/10

Ø10/10Ø10/20

Ø10/10

25

40

3Ø16 Pc52

1-1

L=1,30 Ob37

34

20

etr.Ø10/10 si 20

73Ø16 Pc52

30

30

415 60

60

1 3Ø16 L= 5,35 Pc52

4151 3Ø16 L= 5,35 Pc52

3753 2Ø28 L= 4,15 Pc52

11

20

20

1156 3Ø16 L= 1,35

6 3Ø16 L= 1,35 115

+8,10

1145

30

30

30

230

1Ø20 Pc52

30

50

2Ø16 Pc52

3Ø16 Pc52

1Ø16 Pc52



sef proiect


data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.18.6

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

Grinzi G6 cota +8,10centura C cota +4,65

22

30

50

2-2

2Ø16 Pc521Ø16 Pc52

3Ø16 Pc52

30

30

C-25x20- cota +4,65

20

25

4Ø12 Pc52 5

15

207

L=0,85 Ob37etr.Ø8/20

+4,65


asem. BARE 8 16 201 20 2 6.35 12.702 16 2 2.35 4.703 16 3 6.35 19.054 16 5 4.35 21.755 20 1 4.35 4.356 16 3 2.90 8.707 16 3 2.95 8.858 8 81 1.60 129.609



asem. BARE 10 12 16 20 25 281 16 6 5.45 32.702 25 4 10.40 41.603 28 4 4.15 16.604 12 2 8.30 16.605 20 2 10.40 20.806 10 30 1.30 39.007 10 68 2.10 142.808 16 4 1.80 7.209 10 54 1.65 89.1010 10 42 0.60 25.2011


Ø10/15


asem. BARE 10 16 201 16 3 10.70 32.102 20 2 10.70 21.403 20 3 3.85 11.554 20 1 4.80 4.805 16 6 9.80 58.806 20 4 9.80 39.207 20 2 4.80 9.608 10 164 1.60 262.409



asem. BARE 10 12 16 20 25 281 16 6 5.35 32.102 25 4 10.30 41.203 28 4 4.15 16.604 12 2 8.30 16.605 20 2 10.30 20.606 16 6 1.35 8.107 10 33 1.30 42.908 10 67 2.10 140.709 16 4 1.80 7.20

10 10 54 1.65 89.1011 10 41 0.60 24.6012



asem. BARE 8/10 12 16 201 16 5 11.95 59.752 20 1 2.60 2.603 20 1 3.85 3.854 16 1 2.20 2.205 12 4 210.006 10 79 1.60 126.407 8 230 0.85 195.508

LUNGIMI / O 126.4/195.5 210.00 61.95 6.45GREUTATE / ML . 0.617/0.395 0.888 1.58 2.47GREUTATE / O 78/77 187 98 16TOTAL GREUTATE 155 301


asem. BARE 10 16 201 16 5 11.85 59.252 20 1 2.55 2.553 20 1 3.80 3.804 16 1 2.20 2.205 16 6 10.70 64.206 10 150 1.60 240.007






scara 1: 50

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.18.8

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

Grinzi GB cota +8,10/+9,45 C5 cota +8,75

GB-25x40

+8,10 +8,10

+9,45

+8,75 +8,75

111

1

11 1

1

119,8

116,9 123,8

125Ø8/10

Ø8/10

Ø8/10

Ø8/10

55 110 55 215 55 110 55

655

2020

20 20

30

350

30350

5050

3Ø14 L= 4,20 Pc52

1

3Ø14 L= 4,20 Pc52

1

3Ø14 L= 4,30 Pc52

2

3Ø14 L= 4,30 Pc52

2

390 390

25

40

3Ø16 Pc52

3Ø16 Pc52

1-1

L=1,30 Ob37

35

19

etr.Ø8/10 si 20

4

50 25129,5

204,5

C5-25x20 =2buc.

+8,75

327,6 327,5

129,5Ø8/15

22

1953 2Ø14 L= 2,25 Pc52

15 15

1953 2Ø14 L= 2,25 Pc52

15 15

25

20

2Ø14 Pc52

2Ø14 Pc52

2-2

L=0,85 Ob37

15

20etr.Ø8/15

5

+7,10

1

+8,10

25

5025

4153Ø16 L= 5,15 Pc52

25

3 4653Ø16 L= 5,10 Pc52

120

120Ø10/10

Ø10/10Ø10/20141,7

1657

44

24 17

L=1,60 Ob37etr.Ø10/10



sef proiect


data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A4

plansa nr:R.18.4.A

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

Extras Armatura Grinzi G4 cota +8,10



asem. BARE 10 12 16 20 25 281 16 6 2.65 15.902 16 3 5.15 15.453 16 3 5.10 15.304 25 4 10.30 41.205 28 2 4.15 8.306 28 2 4.05 8.107 12 2 8.30 16.608 20 2 10.30 20.609 20 2 2.25 4.5010 16 1 2.05 2.0511 16 3 2.00 6.0012 10 45 1.30 58.5013 10 67 2.10 140.7014 16 4 1.80 7.2015 10 54 1.65 89.1016 10 41 0.60 24.6017 10 10 1.60 16.0018


30 27313955

+8,10

139Ø10/10

1

225 252151 3Ø16 L= 2,65 Pc52

2151 3Ø16 L= 2,6525 25

11

+7,35

1

+8,10

25

5025

4153Ø16 L= 5,15 Pc52

25

20

3 4603Ø16 L= 5,05 Pc52

70

279Ø10/10

Ø10/10

1744,52570

+7,55

25

40

3Ø16 Pc52

3Ø16 Pc52

34

20 11

L=1,30 Ob37etr.Ø10/10


asem. BARE 10 12 16 20 251 16 6 2.65 15.902 16 3 5.15 15.453 16 3 5.05 15.154 25 4 10.30 41.205 25 2 4.15 8.306 25 2 4.05 8.107 12 2 8.30 16.608 20 2 10.30 20.609 16 3 3.15 9.4510 16 3 2.90 8.7011 10 49 1.30 63.7012 10 67 2.10 140.7013 16 4 1.80 7.2014 10 54 1.65 89.1015 10 41 0.60 24.6016 10 14 1.60 22.4017





scara 1: 50

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A4

plansa nr:R.18.5.A

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN



20


asem. BARE 8 141 14 6 4,20 25,202 14 6 4,30 25,803 14 8 2,25 18,004 8 40 1,30 52,005 8 16 0,85 13,606


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.

25

50

3Ø20 Pc52

3Ø16 Pc52

1-1

L=1,50 Ob3744

20

etr.Ø8/10

6




sef proiect


data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.18.14

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

Grinzi Gef cota +8,10 G12;G2' cota +7,45





scara 1: 50

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.18.11

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

Grinzi Gcd cota +8,10

Gcd-30x50

+8,10

G45 G5G4G34G3G23G2

40 267,5 30 262,5 40 265 30 265 40 265 30 265 40

1840

150 150 150 150 150 150260260260Ø10/10 Ø10/10 Ø10/10 Ø10/10 Ø10/10 Ø10/10Ø10/15 Ø10/15 Ø10/15

3 1Ø20 L= 3,10 Pc52

9451 2Ø16 L= 9,70 Pc52

25

25

25

1702 1Ø16 L= 1,95 Pc52

655

25

25655

60

80 80

3 1Ø20 L= 3,10 Pc5225170

2 1Ø16 L= 1,95 Pc52

7 2Ø16 +1Ø20 L= 6,80 Pc526 +5 2Ø16 +1Ø20 L= 6,80 Pc524 + 5 2Ø16 +1Ø20 L= 6,80 Pc524 +

9451 2Ø16 L= 9,70 Pc52

132,5 132,5

22

11

22

22

22

33

30

50

2Ø16 Pc52

2Ø16 Pc52

3-3

1Ø16 Pc52

45

24 8

L=1,60 Ob37etr.Ø10/10 si 15

1Ø20

30

50

2Ø16 Pc52

2Ø16 Pc52

2-2

1Ø20 Pc52

1Ø20





scara 1: 50

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.18.16

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

Grinzi N1;N2;N cota +8,10

N1-25x50

+8,10

45 252,5 40

392,5

252,5Ø8/10

G2

11

20 30

20 25

1 3Ø20 L= 4,30 Pc52330

2 3Ø16 L= 4,25 Pc52330

+8,10

4026030

330

2602

2Ø8/10

30 30

25 25

3 3Ø20 L= 3,80 Pc52320

4 3Ø16 L= 3,70 Pc52320

N2-25x40

25

40

3Ø20 Pc52

3Ø16 Pc52

2-2

L=1,30 Ob37

34

20

etr.Ø8/10

7

N-25x40 = N3-25x40

G5(pt.N)25 575 30

630

570Ø8/15

+8,10

33

33

20

20

5620

5 3Ø16 L= 6,60 Pc52620

20

20

3Ø16 L= 6,60 Pc52

25

40

3Ø16 Pc52

3Ø16 Pc52

3-3

15

L=1,30 Ob37

34

20

etr.Ø8/ 15

7





scara 1: 50

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.18.13

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

Grinzi GF cota +8,10

+8,10

55

GF-30x50

540 45 555 45 240 55

1535

240Ø10/20 Ø10/10

150150 255Ø10/10Ø10/10

150 150240Ø10/20Ø10/10

11

5 1Ø20 L= 5,50 Pc524 1Ø20 L= 4,05 Pc52945

1 2Ø16 L= 9,75 Pc5230

30

30

2353 1Ø20 L= 2,65 Pc52

6556 3Ø16 L= 6,85 Pc52 7

2 2Ø16 L= 6,75 Pc5230

30

30

85

60185

645

520

9553Ø16 L= 9,85 Pc52

11

11

11

11

30

50

2Ø16 Pc52

3Ø16 Pc52

1-1

1Ø20 Pc52

45

248

L=1,60 Ob37etr.Ø10/10 si 20





scara 1: 50

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.18.15

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

Grinzi G1' ;N6 ;G1'2' cota +7,45

G1'-30x45

277,555 55 75

625

+7,45

162,5277,5Ø10/10 Ø10/10

11

11

25

25

25

25

6151 3Ø16 L= 6,65 Pc52

6151 3Ø16 L= 6,65 Pc52

30

45

3Ø16 Pc52

3Ø16 Pc52

1-1

L=1,50 Ob37

40

24

etr.Ø10/10 si 20

5

N6-25x45

25330275

25

25320

2 3Ø16 L= 3,70 Pc52 25

25

275Ø10/10

22

L=1,40 Ob37

40

19

etr.Ø10/10 si 20

+7,45

25

45

3Ø16 Pc52

2-2

3Ø16 Pc52

13

55

G1'2'-25x40

225

330

50

225Ø10/10

20 20

20 20

3 3Ø16 L= 3,60 Pc52320

3 3Ø16 L= 3,60 Pc52320

25

40

3Ø16 Pc52

3Ø16 Pc52

3-3

33

6

L=1,30 Ob37

35

19

etr.Ø10/10

4

+7,45

+7,45

4516030

235

160

22

Ø10/10

20 20

20 20

4 3Ø16 L= 2,65 Pc52225

4 3Ø16 L= 2,65 Pc52225

G12-30x40

30

40

3Ø16 Pc52

3Ø16 Pc52

2-2

13

L=1,40 Ob37

34

24

etr.Ø10/10

7

+7,45

150 180 55

570

180

33

Ø10/10

20 20

20 20

5 3Ø16 L= 6,00 Pc52560

5 3Ø16 L= 6,00 Pc52560

G2'-25x45

162,5

G7



sef proiect


data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A4

plansa nr:R.18.9.A

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

Extras Armatura Grinzi Gab ; G

Extras Armatura Grinzi Gab cota +6,60/+7,35G cota +8,10/+9,45

Ø10/10




sef proiect


data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.18.9

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

Grinzi Gab cota +6,60/+7,35G cota +8,10/+9,45

Gab-25x40/25x35

+6,60

37,5 572,5 35

1837,5

11

565 30

11

25

40

3Ø16 Pc52

3Ø16 Pc52

1-1

L=1,30 Ob37

35

20

etr.Ø8/10 si 20

8

Gef-30x50

Ø10/10

+7,50

50 502 55

607

Ø10/10Ø10/20

30

30 2152 1Ø16 L= 2,45 Pc52

30

30

30

30

2152 1Ø16 L= 2,45 Pc52

6001 2Ø20 L= 6,60 Pc52

6001 2Ø16 +1Ø20 L= 6,60 Pc523 +

11

30

50

2Ø20 Pc52

2Ø16 Pc52

1-1

1Ø16 Pc52

45

246

L=1,60 Ob37etr.Ø10/10 si 20

1Ø20 Pc52

30

50

2Ø16 Pc52

2Ø16 Pc52

1-1

1Ø16 Pc52

1Ø20

15 13

+8,10150150

204,5

50

Graif. in plan oriz.171°

3025

30Ø8/10

50171°

cioc

in p

lan

vert.

G4(pt.N3)

13

30

3202 3Ø16 L= 3,70 Pc52

13

155 30

GC

155Ø10/10

33

25

45

3Ø16 Pc52

3Ø16 Pc52

3-3

L=1,40 Ob37

40

19

etr.Ø10/10 si 20

8

13





scara 1: 50

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.18.17

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

Grinzi N4;N5 cota +8,10

25

N4-25x30

290

370

55

290Ø8/10

20 20

20 20

1 3Ø16 L= 4,00 Pc52360

1 3Ø16 L= 4,00 Pc52360

11+8,10

25

N5-25x30

492

542

25

20

20

20

20

2 3Ø16 L= 5,75 Pc52

535

2 3Ø16 L= 5,75 Pc52

535

1

+7,55

25

30

3Ø16 Pc52

3Ø16 Pc52

1-1

3

L=1,10 Ob37

25

19

etr.Ø8/10 si 20

Ø8/10


asem. BARE 10 16 201 16 4 9.70 38.802 16 2 1.95 3.903 20 2 3.10 6.204 16 4 6.80 27.205 20 2 6.80 13.606 16 2 6.80 13.607 20 1 6.80 6.808 10 142 1.60 227.20


9


asem. BARE 10 16 201 16 2 9.75 19.502 16 2 6.75 13.503 20 1 2.65 2.654 20 1 4.05 4.055 20 1 5.50 5.506 16 3 6.85 20.557 16 3 9.85 29.55

910 109 1.60 174.40


8


asem. BARE 10 16 201 20 3 6.60 19.802 16 2 2.45 4.903 16 2 6.60 13.204 16 6 2.65 15.905 16 6 6.00 36.006 10 40 1.60 64.007 10 16 1.40 22.40

910 34 1.40 47.60


8


asem. BARE 8 161 16 6 4.00 24.002 16 6 5.75 34.503 8 66 1.10 72.604



asem. BARE 8 16 201 20 3 4.30 12.902 16 3 4.25 12.753 20 3 3.80 11.404 16 3 3.70 11.105 16 12 6.60 79.206 8 25 1.50 37.507 8 102 1.30 132.608



asem. BARE 10 161 16 6 6.65 39.902 16 6 3.70 22.203 16 6 3.60 21.604 10 44 1.50 66.005 10 28 1.40 39.206 10 22 1.30 28.607


+6,85+7,10

122,5 25 275 25 120 30

+7,35

+8,10 +8,10

+9,45

S9

+8,75 +8,752

2

22

22

33

33

33

33

2020

20

40

75

3Ø16 L= 3,60 Pc52

3401 3Ø16 L= 6,50 Pc522

3Ø16 L= 6,80 Pc52

6604 3Ø16 L= 6,65 Pc52

6455

203Ø16 L= 6,65 Pc52

6455

3Ø16 L= 9,45 Pc52

9253

2040

2020

20 20

30

335

365

30335

365

5050

3Ø14 L= 4,05 Pc52

6

3Ø14 L= 4,05 Pc52

6

3Ø14 L= 4,15 Pc52

7

3Ø14 L= 4,15 Pc52

7

G-25x30 cota+8,10/+9,45 135

162,4 162,8

131Ø8/10

Ø8/10

Ø8/10

Ø8/10

Ø8/10 Ø8/20 Ø8/10120 120325

Ø8/10 Ø8/20 Ø8/10120 120332,5 122,5 275 120

Ø8/10 Ø8/10 Ø8/10

10

55

L=1,20 Ob37etr.Ø8/50 25

35

3Ø16 Pc52

3Ø16 Pc52

2-2

L=1,20 Ob37

30

20etr.Ø8/10

10

25

30

3Ø14 Pc52

3Ø14 Pc52

3-3

L=1,10 Ob37

25

19etr.Ø8/10

11


asem. BARE 8 14 161 16 3 3.60 10.802 16 3 6.50 19.503 16 3 9.45 28.354 16 3 6.80 20.405 16 6 6.65 39.906 14 6 4.05 24.307 14 6 4.15 24.908 8 81 1.30 105.309 8 34 1.20 40.8010 8 52 1.20 62.4011 8 58 1.10 63.8012



315 312,5

+8,10

1

120120

254,5

Ø8/10Ø8/20

9

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.




scara 1: 75

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A2

plansa nr: R.18.10

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

Grinzi CC;GC;GD cota +8,10

45

2434

30

50

2-2

3Ø20 Pc52

3Ø16 Pc52

L=1,60 Ob37etr.Ø10/10 si 20

45

+8,10

60 540

60

CC-30x30; GC-30x50/35x60

540 60 540 60 55542,5

242,5

3335

45545

G45

242,5Ø10/10

180 180180 180180180 180180180 150 150242,5 150 150245Ø10/10 Ø10/10 Ø10/10 Ø10/10 Ø10/10 Ø10/10 Ø10/10 Ø10/10 Ø10/10 Ø10/10Ø10/20Ø10/20Ø10/15 Ø10/15 Ø10/15

257,5

G23

255

G34

255 30 255

133

G2'

1Ø25 L= 2,65 Pc52

20

30

30

235

3Ø16 L= 3,80 Pc52360 2Ø20 L= 9,85 Pc52

955

3030

30

602Ø20 L= 3,65 Pc52

3352Ø20 L= 9,75 Pc52

945

2Ø20 L= 9,85 Pc52

1Ø25 L= 4,20 Pc52

3353Ø16 L= 3,95 Pc52

6752Ø16+1Ø20 L= 7,05 Pc52

1Ø25 L= 4,20 Pc52

675660

3Ø16 L= 6,90 Pc52

100 95

1Ø20 L= 2,50 Pc52302201Ø25 L= 4,20 Pc52

3030

30955

1Ø25 L= 4,20 Pc52

30

10030

6703Ø16 L= 7,00 Pc52

180 180 180 180

33

11

44

44

44

44

44

3-3

35

1360

2Ø20 Pc52

2Ø16 Pc52

1Ø25 Pc52

L=1,90 Ob37

54

30

etr.Ø10/10 si 15

35

30

25

46


36

30

55

55

55

30

50

5-5

2Ø20 Pc521Ø25 Pc52

3Ø16 Pc52

1

1514

5

GD-30x50

40

+8,10

55

3337,5

45 30267,5 30 262,5 40 265 30 265 40 265 40 552,5 550 265

G5G4G34G3G23G2

150 150260 150 150260 150 150260 150 150252,5 150 150250 265Ø10/10 Ø10/20Ø10/20 Ø10/10 Ø10/10Ø10/10Ø10/10Ø10/10Ø10/10Ø10/10Ø10/10Ø10/10Ø10/10 Ø10/15 Ø10/15

G45

Ø10/15

30 265

1Ø20 L= 3,10 Pc52

2Ø16 L= 9,70 Pc5225

25

25

1701Ø20 L= 1,95 Pc52

655

60

1Ø20 L= 3,10 Pc52 1Ø20 L= 3,60 Pc52


2Ø16 L= 6,60 Pc52

66

66

66

66

66

66

30

30

30

5151Ø20 L= 5,45 Pc52

60 60 60185

1Ø20 L= 4,30 Pc52

185132,5 132,5

80 80 100 95

2Ø16 L= 6,60 Pc522Ø20 L= 6,70 Pc52 2Ø20 L= 6,70 Pc52

31 3Ø16 L= 7,00 Pc52 32 3Ø16 L= 9,90 Pc52960

640945

77

77

88

88

45

2434

30

1350

6-6

15

2Ø16 Pc521Ø20 Pc52

2Ø16 Pc52

1Ø20

L=1,60 Ob37etr.Ø10/10 ;15 si 20 30

50

8-8

3Ø16 Pc52

2Ø20 Pc521Ø20 Pc52


+7,45

20360

3Ø16 L= 3,80 Pc521

303Ø20 L= 3,95 Pc52

335 30

30

11

40

2 2 43

666 6 7

8

9

10 +2Ø16+1Ø20 L= 7,00 Pc521312 + 2Ø16+1Ø20 L= 7,05 Pc521110 +

22

1Ø20

4-4

35

60

2Ø20 Pc52

2Ø16 Pc52

1Ø25 Pc52

1Ø20 Pc52

24

24

3330

30

1-1

3Ø16 Pc52

3Ø16 Pc52

L=1,20 Ob37etr.Ø10/10

13

+7,45 +8,10

+8,10

16 1717

18 19

242322212120

+8,10

70

30

16

50

7-7

16

2Ø16 Pc521Ø20 Pc52

2Ø16 Pc52

1Ø20

70 70

2x4Ø12 L=7,15 Pc5237

2x4Ø12 L=7,15 Pc52 37 45

2434

L=1,60 Ob37etr.Ø10/10 ;15 si 20

12165 12Ø12/15 L= 1,90 Pc52

165 Ø10/20 L= 1,90 Pc52 1212

38

39


asem. BARE 10 10 12 16 20 25123456789

10111213141516171819202122232425262728293031323334353637 12 16 7.15 114.4038 12 44 1.90 83.6039 10 34 1.90 64.6040

LUNGIMI / O 64.60 198.00GREUTATE / ML . 0.617 0.617 0.888 1.58 2.47 3.86GREUTATE / O 40 176TOTAL GREUTATE 1136

22.8039.4019.507.30

2.6516.80

2.5011.85

11.8528.20

14.1014.00

7.0021.0020.7019.4026.40

13.4013.401.956.203.604.305.45

13.606.80

13.606.80

13.806.90

21.0029.70

10.80

266.85 170.45 19.45

422 422 76

28.80577.60273.60

880.00

543543

16 6 3.8020 4 9.8520 2 9.7520 2 3.6525 1 2.6525 4 4.2020 1 2.5020 3 3.9516 3 3.9516 4 7.0520 2 7.0516 2 7.0020 1 7.0016 3 7.0016 3 6.9016 2 9.7016 4 6.6020 2 6.7020 2 6.7020 1 1.9520 2 3.1020 1 3.6020 1 4.3020 1 5.4516 2 6.8020 1 6.8016 2 6.8020 1 6.8016 2 6.9020 1 6.9016 3 7.0016 3 9.9010 24 1.2010 361 1.6010 144 1.9016 6 1.80




scara 1: 50

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A4

plansa nr:R.18.10.A

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

Extras Armatura Grinzi CC;GC;GD cota +8,10

Extras Armatura Grinzi CC;GC ;GD cota +8,10

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

D.D.E.

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

D.D.E.


asem. BARE 10 16 20 251 20 3 4.00 12.002 16 3 3.80 11.403 20 4 9.90 39.604 25 1 2.75 2.755 25 2 4.20 8.406 25 1 2.65 2.657 16 2 7.10 14.208 20 1 7.10 7.109 16 2 7.00 14.00

10 20 1 7.00 7.0011 16 2 7.05 14.1012 20 1 7.05 7.0513 10 24 1.60 38.4014 10 146 1.90 277.4015 16 6 1.80 10.8016


60

180

60

180 180

60

180 180

45

237,5

70

180

237,5 535 540 540

205 180 180

2147,5

+8,10

G23 G34 G45

Ø10/10 Ø10/15 Ø10/15 Ø10/15Ø10/10 Ø10/10 Ø10/10 Ø10/10 Ø10/10 Ø10/10

GE-30x50/35x60

11

22

33

44

44

44

44

30 30

20

3Ø20 L= 4,00 Pc52340

3Ø16 L= 3,80 Pc52340

2Ø20 L= 9,90 Pc5230 960

30

60

2Ø20 L= 9,90 Pc52960

30 2451Ø25 L= 2,75 Pc52 1Ø25 L= 4,20 Pc52 1Ø25 L= 4,20 Pc52 1Ø25 L= 2,65 Pc52

30

180 180

30680

2Ø16+1Ø20 L= 7,10 Pc52675

100

30

100

235

30

50

1-1

13

3Ø16 Pc52

3Ø20 Pc52

45

2413

L=1,60 Ob37etr.Ø10/10

2-2

35

60

2Ø20 Pc521Ø25 Pc52

13

L=1,90 Ob37

54

29

etr.Ø10/10 si 15

14

30

25

46


15

30

3-3

35

60

2Ø20 Pc521Ø25 Pc52

4-4

35

60

2Ø20 Pc52

2Ø16 Pc52

1Ø25 Pc52

13

20

2Ø16+1Ø20 L= 7,00 Pc522Ø16+1Ø20 L= 7,05 Pc5287 + 1211 +109 +

4

1

2

3

5 5

3

6

1Ø20 Pc52

2Ø16 Pc52

1Ø20 Pc52

2Ø16 Pc52

1Ø20 Pc52

L=1,90 Ob37

54

29

etr.Ø10/10 si 15

14




scara 1: 75

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.18.12

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

Grinzi GE cota +8,10

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

D.D.E.


L=1,60 Ob37

44

24 6

30

1550

2Ø20 Pc52

3Ø20 Pc52

1-1

935

+3,60

1 2Ø20 L= 9,95 Pc52

G1-30x50

30

Ø10/20

30 2052 1Ø25 L= 2,35 Pc52

5653 1Ø25 L= 5,95 Pc52

30

1Ø25 Pc52

Gcd

L=1,20 Ob37

29

19

etr.Ø10/ 10 25

1540

2Ø16 Pc52

3Ø16 Pc52

3-3

32

40

1565

2Ø28 Pc52

4Ø25 Pc52

2-2

2Ø28 Pc52

15





scara 1: 50

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.13.6

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN


45

150

45 45 70494,5 315,5 122,5

1137,5

Ø10/10150194,5

Ø10/10120 12075,5

Ø10/10 Ø10/20 Ø10/10122,5

Ø10/10

11

30

30 30

935

1 3Ø20 L= 9,95 Pc52

30 302285 2Ø20+1Ø16 L= 2,904 +

30 30228

5 3Ø16 L= 2,90 Pc52

22

33

30

1550

2Ø20 Pc52

3Ø20 Pc52

1Ø25 Pc52

25

var.

2-2

30

1550

2Ø20 Pc52

3Ø16 Pc52

3-3

1Ø16 Pc52

+3,60

G2-25x50/40x65




sef proiect


data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.13.7

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN


65

195Ø12/10

340 70 70830

1375

195Ø12/10

440Ø12/15

120 120100Ø10/10Ø10/10 Ø10/20

N1 GD250 30 212 25 33 30 250

11

22

22

30

30 1702 1Ø25 L= 2,00

30

30

30

30

1703 1Ø28 L= 2,00

4651 2Ø20 L= 5,25 Pc52

4653Ø20 L= 5,25 Pc521

40 40

40 3755 2Ø28 L= 4,15 Pc52

403755 2Ø28 L= 4,15 Pc52

9604 2Ø28 L= 10,40 Pc52

9607 4Ø25 L= 10,40 Pc5240 40 30

25

46

S9

25

1550

2Ø20 Pc52

3Ø20 Pc52

1-1

15

L=1,50 Ob37

44

19

etr.Ø10/10 si 20

etr.Ø10/10 si 20

1Ø25 Pc52


8

10

L=2,10 Ob37

59

34

etr.Ø12/10 si 15

9

30

+3,60

G23-30x50





scara 1: 50

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.13.8

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

Grinzi G23;G34;G45 cota +3,60

55

Gcd GDGC GE

35 267,5 30 270 30 275 35 34,4

1032

267,5 270,1 275 34,4Ø10/15 Ø10/15 Ø10/15

11

2Ø12 Ob37

59

13

L=1,65 Ob37etr.Ø10/10 si 15

11

34

L=0,60 Ob37agf.Ø10/20

12

25 2510201 2Ø20 L= 10,70 Pc52

25 3602 1Ø16 L= 3,85 Pc52

251020

1 3Ø20 L= 10,70 Pc52 25

254553 1Ø16 L= 4,80 Pc52

11

11

+3,60

G34-30x50=G45-30x50

Gcd GDGC GE

35 267,5 30 270 30 275 35

267,5 270,1 275Ø10/15 Ø10/15 Ø10/15

11

25 259304 2Ø20 L= 9,80 Pc52

25 3602 1Ø16 L= 3,85 Pc52

25930

4 3Ø20 L= 9,80 Pc52 25

253655 1Ø16 L= 3,90 Pc52

11

11

942,5

L=1,60 Ob37

44

24 6

30

1550

2Ø20 Pc52

3Ø20 Pc52

1-1

1Ø16 Pc52

etr.Ø10/15

15

4 ramuri 4 ramuri

6 2Ø12 L= 8,30 Ob37

1154 ramuri

1154 ramuri

40

1565

2Ø28 Pc52

4Ø25 Pc52

3-3

15

2Ø12 Pc52

33

L=2,10 Ob37

59

34etr.Ø12/10 si 15

9

195150Ø12/10

4 ramuri

195




sef proiect


data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.13.9

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN


G3-35x50/40x65

+3,60

55 537 70 820 70

1552

150Ø12/10

237

Lvar= 1,15 ~ 2,05 Ob37

22var.35~80 7

etr.Ø10/10

Gcd GD

Ø12/15 Ø12/104 ramuriØ12/10

430Ø12/15

3 ramuri 3 ramuri 1154 ramuri

1154 ramuri

11

33

44

40

40 2302 1Ø20 L= 2,70 Pc52

40

40

40

40

2453 1Ø28 L= 2,85 Pc52

6501 2Ø28 L= 7,30 Pc52

6504 2Ø25 +1Ø20 L= 7,30 Pc525+

40

40 3757 2Ø28 L= 4,15 Pc52

40

9506 2Ø28 L= 10,30 Pc52

40

40

40

3658 2Ø28 L= 4,05 Pc52

950

40 3757 2Ø28 L= 4,15 Pc52

403658 2Ø28 L= 4,05 Pc52R2 R2

33

3-3

35

1550

2Ø28 Pc52

2Ø25 Pc52

1-1(2-2)

15

L=1,70 Ob37

44

29

etr.Ø12/10 si 15

1Ø20 Pc52

1Ø20

40

1565

2Ø28 Pc522Ø28 Pc52

15

30

25

46


14

L=2,10 Ob37

59

34

etr.Ø12/10 si 15

30

59

13

L=1,65 Ob37etr.Ø10/10 si 15

40

1565

2Ø28 Pc52

4-4

15

2Ø12 Pc52

L=2,10 Ob37

59

34etr.Ø12/10 si 15

4

2Ø28

11

13

13

15

55 537 70 820 70

Gcd GD

105

1861

148,555





scara 1: 50

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.13.10

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN


+3,60

G4-30x50/40x65148,5Ø10/10

150 150237Ø10/10 Ø10/15 Ø10/10

195

4 ramuri

195

Gcd GD


430Ø12/15115

4 ramuri115

4 ramuri

33

44

33

3 ramuri 3 ramuri

22

105

N

Ø10/10

4040 230

4 1Ø25 L= 2,70 Pc52

40

40

40

40

2455 1Ø28 L= 2,85 Pc52

6553 2Ø25 L= 7,35 Pc52

6553 2Ø20 +1Ø25 L= 7,35 Pc526 +

40

40 3758 2Ø28 L= 4,15 Pc52

40

9507 2Ø28 L= 10,30 Pc52

40

40

40

3659 2Ø28 L= 4,05 Pc52

950

40 37510 2Ø25 L= 4,15 Pc52

4036511 2Ø25 L= 4,05 Pc52R2 R2

2040

2015

18516 3Ø16 L= 2,00

18515 1Ø20 L= 2,05

16514 2Ø20 L= 2,25

30 302501 3Ø20 L= 3,10 Pc52

2502 3Ø16 L= 3,10 30 30

11

55

30

1550

3Ø20 Pc52

3Ø16 Pc52

1-1

15

44

2417 30

1550

2Ø20 Pc52

3Ø16 Pc52

5-5

1Ø20 Pc52

30

1550

2-2

15

2Ø25 Pc521Ø25 Pc52

2Ø20 Pc52

1Ø25

L=1,60 Ob37etr.Ø10/10 si 15

3-3

40

1565

2Ø28 Pc522Ø28 Pc52

15

L=2,10 Ob37

59

34

etr.Ø12/10 si 15

4

2Ø25

19

22

1Ø28 (pt.2-2)

44

L=0,70 Ob37agf.Ø10/10

12

2Ø12 Ob37

34

L=0,60 Ob37agf.Ø10/20

16

2Ø12 L= 8,30 Ob37

44

L=0,70 Ob37agf.Ø10/10

18

2Ø12 L= 8,30 Ob3712

2Ø12 Ob37

30

25

46


20

30

59

13

L=1,65 Ob37etr.Ø10/10 si 15

2134

L=0,60 Ob37agf.Ø10/20

22 40

1565

2Ø28 Pc52

4-4

15

2Ø12 Pc52

55 537 70 820 70

Gcd GD

137,5

1948

148,555





scara 1: 50

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.13.11

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN


G5-30x50/40x65148,5Ø10/10

150 150237Ø10/10 Ø10/15 Ø10/10

195

4 ramuri

195

Gcd GD


430Ø12/15115

4 ramuri115

4 ramuri

33

44

33

3 ramuri 3 ramuri

22

137,5

N

Ø10/10

4040 230

4 1Ø25 L= 2,70 Pc52

40

40

40

40

2455 1Ø28 L= 2,85 Pc52

6553 2Ø25 L= 7,35 Pc52

6553 2Ø25 +1Ø20 L= 7,35 Pc526+

40

40 3758 2Ø28 L= 4,15 Pc52

40

9507 2Ø28 L= 10,30 Pc52

40

40

40

3659 2Ø28 L= 4,05 Pc52

95013 2Ø28+2Ø25 L= 10,30 Pc52

40 37510 2Ø25 L= 4,15 Pc52

4036511 2Ø25 L= 4,05 Pc52R2 R2

2040

2015

27516 3Ø20 L= 2,90 Pc52

27515 1Ø20 L= 2,95 Pc52

25514 2Ø25 L= 3,15 Pc52

30 302501 3Ø20 L= 3,10 Pc52

2502 3Ø16 L= 3,10 30 30

11

55

30

1550

3Ø20 Pc52

3Ø16 Pc52

1-1

15

44

2417 30

1550

2Ø25 Pc52

3Ø20 Pc52

5-5

1Ø20 Pc52

30

1550

2-2

15

2Ø25 Pc521Ø25 Pc52

2Ø25 Pc52

1Ø20

L=1,60 Ob37etr.Ø10/10 si 15

3-3

40

1565

2Ø28 Pc52

2Ø28 Pc52

2Ø28 Pc52

15

L=2,10 Ob37

59

34

etr.Ø12/10 si 15

4

2Ø25

19

44

L=0,70 Ob37agf.Ø10/10

18

2Ø12 L= 8,30 Ob3712

2Ø12 Ob37

30

25

46


20

30

59

13

L=1,65 Ob37etr.Ø10/10 si 15

2134

L=0,60 Ob37agf.Ø10/20

22 40

1565

2Ø28 Pc52

4-4

15

2Ø12 Pc52

55

3 ramuri

270GP

Nota: Pentru extras armatura vezi plansa R.13.10A

55 544,5 55 545 55 44524355




sef proiect


data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.13.12

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN


G6-30x50

243Ø8/10

150 150Ø10/10 Ø10/15 Ø10/10

150

3 ramuri

150Ø10/10

3 ramuriØ10/10

245Ø10/20

33

33

3 ramuri 3 ramuri

22

150Ø10/10

3030 230

5 1Ø25 L= 2,60 Pc52

30

6 1Ø25 L= 4,15 Pc52955

3 2Ø25 L= 9,85 Pc52

670

30

30

301160

13 3Ø20 L= 11,90 Pc52

1908 1Ø20 L= 2,20 Pc52

8454 2Ø25 L= 8,75 Pc52

30 303451 3Ø20 L= 4,05 Pc52

3452 3Ø16 L= 4,05 Pc52 30 30

11

30

1550

3Ø20 Pc52

3Ø16 Pc52

1-1

15

44

24 16

30

1550

2-2

15

2Ø25 Pc521Ø25 Pc52

2Ø25 Pc52L=1,60 Ob37etr.Ø10/10 si 20

4 2Ø1644

L=0,70 Ob37agf.Ø10/10

15

45

3 ramuri

277,5

2043

244,7 150Ø10/10

3 ramuri

145Ø10/20

60

95

2Ø25 + 1Ø20 L= 7,00 Pc52

7 1Ø25 L= 3,85 Pc52

9 2Ø16 L= 4,15 Pc52 2Ø16 L= 3,85 Pc5210

11R2 R2

33

33

44

24 14

L=1,60 Ob37etr.Ø8/10 si 15

30

1550

3-3

15

2Ø25 Pc521Ø25 Pc52

3Ø20 Pc52

Nota: Pentru extras armatura vezi plansa R.13.11A

(pe zona de indesire etr.)







scara 1: 75

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A2

plansa nr: R.13.2

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

Grinzi GB;GC;Gc' cota +3,60

GB-30x50/25x40

5555 625,55455511055215555555 110545

150150 325,5150150 245110215110

30 661

3226,5

150150 245150150 361Ø10/10 Ø10/20 Ø10/10 Ø10/10 Ø10/10Ø10/10Ø10/10Ø10/10Ø10/10Ø10/10Ø10/10Ø10/10 Ø10/20Ø10/20 Ø10/20

+3,60

5 1Ø20 L= 2,50 Pc52

30

30

30

220

401 2Ø20 L= 4,05 Pc52

3752 2Ø20 L= 10,30 Pc52

1000 3025 25

30 3030

30

404 2Ø20 L= 4,15 Pc52

3852 2Ø20 L= 10,30 Pc52

100030

3 2Ø16 L= 6,95 Pc52645

7 1Ø20 L= 10,15 Pc52

14 3Ø16 L= 7,00 Pc52

76011 2Ø16 +1Ø20 L= 7,90 Pc5210 +

6702Ø16 +1Ø20 L= 7,00 Pc52+

6 1Ø20 L= 4,55 Pc52

6702Ø16 +1Ø20 L= 7,00 Pc52+

7502Ø16 +1Ø20 L= 7,80 Pc52+

95 95

220 180

9 1Ø20 L= 2,90 Pc5230260

8 1Ø20 L= 4,45 Pc52

210

1312 1312 1615

11

11

11

22

33

22

11

11

11

11

11

44

2431

30

1550

1-1

15

2Ø20 Pc521Ø20 Pc52

2Ø16 Pc52

1Ø20

L=1,60 Ob37etr.Ø10/10 si 20

1Ø20 Pc52

25

1540

2Ø16 Pc52

3Ø16 Pc52

2-2

1Ø20 Pc52

15

45

+3,60

60 540 60

GC-30x50/35x60

540 60 540 60 55542,5242,5

3335

45545

G56 G56G45

242,5Ø10/10

180 180180 180180180 180180180 150 150242,5 150 150245Ø10/10 Ø10/10 Ø10/10 Ø10/10 Ø10/10 Ø10/10 Ø10/10 Ø10/10 Ø10/10 Ø10/10Ø10/20Ø10/20Ø10/15

3 ramuriØ10/15

3 ramuriØ10/15

3 ramuri3 ramuri 3 ramuri 3 ramuri 3 ramuri 3 ramuri 3 ramuri 3 ramuri

257,5G23

255G34

107,5 25 122,5 30 122,5 25 107,595N3

1Ø25 L= 2,75 Pc52

30

40

20

235

3Ø20 L= 3,95 Pc52335 2Ø28 L= 9,95 Pc52

955

3030

3060 2Ø25 L= 3,65 Pc52

335

2Ø25 L= 9,75 Pc529452Ø28 L= 9,95 Pc52

1Ø28 L= 4,20 Pc52

3603Ø20 L= 3,80 Pc52

6753Ø20 L= 7,05 Pc52

1Ø28 L= 4,20 Pc52

6753Ø20 L= 7,05 Pc52

6603Ø20 L= 6,90 Pc52

100 95

1Ø20 L= 2,50 Pc5230220

1Ø28 L= 4,20 Pc52

30

40 40

30

955

40

1Ø28 L= 4,20 Pc52

30

1003Ø20 L= 7,00 Pc52 3Ø20 L= 7,00 Pc52

180 180 180 180

44

55

55

55

55

55

30

1550

4-4

15

3Ø20 Pc52

3Ø20 Pc52

5-5

35

1560

2Ø28 Pc52

3Ø20 Pc52

1Ø28 Pc52

15

L=1,90 Ob37

54

29

etr.Ø10/10 si 15

33

30

25

46


34

30

L=0,80 Ob37agf.Ø10/10

35

54

66

66

77

44

2431

30

1550

6-6

15

2Ø25 Pc521Ø28 Pc52

3Ø20 Pc52

L=1,60 Ob37etr.Ø10/10 si 20

30

1550

7-7

15

2Ø25 Pc521Ø20 Pc52

3Ø20 Pc52

L=0,70 Ob37agf.Ø10/10

36

44



GC'-30x50

45

+3,60

80236,5

242,5

44

Ø10/10

361,5

30

20

3Ø20 L= 4,10 Pc52350

3503Ø16 L= 3,90 Pc52

30

20

1718 18

1920

2322

2827

25

2222

26

22

25

21

24

29

30

+3,60

+

2Ø25 Pc52

2Ø28 Pc52

2Ø25 Pc52

13 2Ø28+2Ø25 L= 10,30 Pc52+

2Ø28 Pc52

2Ø25 Pc52

2Ø28 Pc52

2Ø25 Pc52

2Ø28 Pc52

2Ø25 Pc52

2Ø28 Pc52

2Ø25 Pc52

10 2Ø28+2Ø25 L= 10,30 Pc526 +


asem. BARE 10 16 20/251 20 5 9.95 49.752 25 1 2.35 2.353 25 1 5.95 5.954 20 2 2.90 5.805 16 4 2.90 11.606 10 80 1.60 128.007 10 35 2.05 63.558

LUNGIMI / O 191.55 11.60 55.55/8.30GREUTATE / ML . 0.617 1.58 2.47/3.86GREUTATE / O 119 19 138/32TOTAL GREUTATE 119 189

Var.


asem. BARE 10 12 16 20 25 281 20 5 5.25 26.252 25 1 2.00 2.003 28 1 2.004 28 2 10.40 20.805 28 4 4.15 16.606 12 2 8.30 16.607 25 4 10.40 41.608 10 29 1.50 43.509 12 68 2.10 142.8010 16 4 1.80 7.2011 10 54 1.65 89.1012 10 41 0.60 24.6013



asem. BARE 10 16 201 20 5 10.70 53.502 16 3 3.85 11.553 16 1 4.80 4.804 20 10 9.80 98.005 16 2 3.90 7.806 10 162 1.60 259.207


250 30 270 30 240



sef proiect


data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A4

plansa nr:R.13.10A

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN



7


asem. BARE 10 12 16 20 25 281 20 3 3.10 9.302 16 3 3.10 9.303 25 3 7.35 22.054 25 1 2.70 2.705 28 1 2.85 2.856 20 2 7.35 14.707 28 4 10.30 41.208 28 2 4.15 8.309 28 2 4.05 8.10

10 25 2 4.15 8.3011 25 2 4.05 8.1012 12 2 8.30 16.6013 25 2 10.30 20.6014 20 2 2.25 4.5015 20 1 2.05 2.0516 16 3 2.00 6.0017 10 71 1.60 113.6018 10 30 0.70 21.0019 12 67 2.10 140.7020 16 4 1.80 7.2021 10 53 1.65 87.4522 10 41 0.60 24.6023




sef proiect


data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A4

plansa nr:R.13.11A

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN



250 30 270 30 240

7


asem. BARE 10 12 16 20 25 281 20 3 3.10 9.302 16 3 3.10 9.303 25 4 7.35 29.404 25 1 2.70 2.705 28 1 2.85 2.856 20 1 7.35 7.357 28 4 10.30 41.208 28 2 4.15 8.309 28 2 4.05 8.1010 25 2 4.15 8.3011 25 2 4.05 8.1012 12 2 8.30 16.6013 25 2 10.30 20.6014 25 2 3.15 6.3015 20 1 2.95 2.9516 20 3 2.90 8.7017 10 75 1.60 120.0018 10 44 0.70 30.8019 12 67 2.10 140.7020 16 4 1.80 7.2021 10 53 1.65 87.4522 10 41 0.60 24.6023


180 180


asem. BARE 8 10 16 20 251 20 3 4.05 12.152 16 3 4.05 12.153 25 2 9.85 19.704 25 2 8.75 17.505 25 1 2.60 2.606 25 1 4.15 4.157 25 1 3.85 3.858 20 1 2.20 2.209 16 2 4.15 8.3010 16 2 3.85 7.7011 25 2 7.00 14.0012

20 3 11.90 35.70138 24 1.60 38.401410 90 0.70 63.001510 125 1.60 200.0016



asem. BARE 10 16 20 251 20 2 4.05 8.102 20 4 10.30 41.203 16 2 6.95 13.904 20 2 4.15 8.305 20 1 2.50 2.506 20 1 4.55 4.557 20 1 10.15 10.158 20 1 4.45 4.459 20 1 2.90 2.9010 16 2 7.90 15.8011 20 1 7.90 7.9012 16 4 7.00 28.0013 20 2 7.00 14.0014 16 3 7.00 21.0015 16 2 7.80 15.6016 20 1 7.80 7.8017 20 3 3.95 11.8518 28 4 9.95 39.8019 25 2 9.75 19.5020 25 2 3.65 7.3021 25 1 2.75 2.7522 28 4 4.20 16.8023 20 1 2.50 2.5024 20 3 3.80 11.4025 20 6 7.05 42.3026 20 3 7.00 21.0027 20 3 7.00 21.0028 20 3 6.90 20.7029 20 3 4.10 12.3030 16 3 3.90 11.7031 10 310 1.60 496.0032 10 44 1.20 52.8033 10 144 1.90 273.6034 16 6 1.80 10.8035 10 108 0.80 86.4036 10 60 0.70 42.0037

LUNGIMI / O 950.80 116.80 254.90 29.55/56.6GREUTATE / ML . 0.617 1.58 2.47 3.86/4,83GREUTATE / O 587 185 630 114/274TOTAL GREUTATE 587 1203

Nota: Pentru extras armatura vezi plansa R.13.2.AOTEL BETON OB37 ; PC52

BETON B350( Bc25 ; C20/25)




scara 1: 75

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A4

plansa nr: R.13.2A

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

Extras Armatura Grinzi GB;GC;GC' cota +3,60

Extras Armatura Grinzi GB;GC; GC' cota +3,60

30

1550

4-4

15

3Ø20 Pc52

3Ø16 Pc52

44

2431

L=1,60 Ob37etr.Ø10/10 si 20

30

12+

1Ø20

20 1 7.00 7.00

GP30

2.00

9


asem. BARE 10 12 16 20 25 281 28 2 7,30 14,602 20 1 2,70 2,703 28 1 2,85 2,854 25 2 7,30 14,605 20 1 7,30 7,306 28 4 10,30 41,207 28 4 4,15 16,608 28 4 4,05 16,209 12 2 8,30 16,60

10 25 2 10,30 20,6011 12 46 1,70 78,2012 10 30 0,70 21,0013 12 68 2,10 142,8014 16 4 1,80 7,2015 10 54 1,65 89,1016 10 41 0,60 24,60171819

LU NGIMI / O 134,70 237,60 7,20 10,00 35,20 91,45GR EUT AT E / ML . 0,617 0,888 1,58 2,47 3,86 4,84GR EUT AT E / O 84 211 12 25 136 443T OT AL GREUT AT E 295 616

80

/28

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.

25

1550

3Ø20 Pc52

3Ø16 Pc52

1-1

15

L=1,50 Ob37

44

19etr.Ø8/10

6






scara 1: 50

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.13.13

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN


45 555 45 445

G7-30x50

150

3 ramuri

150Ø10/10

3 ramuriØ10/10

255Ø10/20

11

11

150Ø10/10

2 1Ø20 L= 2,55 Pc52

30

30

301125

5 3Ø20 L= 11,85 Pc52

1904 1Ø20 L= 2,20 Pc52

11251 2Ø25 L= 11,85 Pc52

45

3 ramuri

150Ø10/10

3 ramuri

145Ø10/20

3 1Ø20 L= 3,80 Pc52

1135

72,5N2

30

30

30

225

+3,60

44

247

30

1550

1-1

15

2Ø25 Pc521Ø20 Pc52

3Ø20 Pc52

L=1,60 Ob37etr.Ø10/10 si 20

44

L=0,70 Ob37agf.Ø10/10

6





scara 1: 50

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.13.14

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN


150

5555

150

4040

90

80 204,5 310 92,5 425

G8-30x50

50

1302

12592,5120 12070204,5Ø10/10 Ø10/20 Ø10/10Ø10/10Ø10/10Ø10/10Ø10/10 Ø10/20

+3,60

155°

90155°

80

30

30

30

1904 1Ø20 L= 2,20 Pc523 1Ø20 L= 4,30 Pc52

685615

425 845

5 3Ø16 L= 7,05 Pc52

1 3Ø16 L= 5,15 Pc52 2 2Ø16 L= 8,75 Pc52

6 3Ø16 L= 7,15 Pc52

140

11

11

22

22

22

22

30

50

3Ø16 Pc52

3Ø16 Pc52

1-1

15

44

247

L=1,60 Ob37etr.Ø10/10 si 20 30

50

2Ø16 Pc52

3Ø16 Pc52

2-2

15

1Ø20 Pc52





scara 1: 50

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.13.15

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN


80

G9-30x50

1197,5

+3,60

434,5 55 430,5 197,5

150 150134,5 150 150130,5Ø8/10 Ø8/20 Ø8/10 Ø8/10 Ø8/10Ø8/20

11

11

4 1Ø16 L= 3,50 Pc523 1Ø16 L= 3,40 Pc52

11601 2Ø16 L= 11,90 Pc52

30

30

30

2202 1Ø16 L= 2,50 Pc52

140

11601 3Ø16 L= 11,90 Pc52

30

50

2Ø16 Pc52

3Ø16 Pc52

1-1

15

1Ø16 Pc52

44

246

L=1,60 Ob37etr.Ø8/10 si 20

S17

70

GA-30x50

4 1Ø20 L= 4,55 Pc52 5 1Ø20 L= 3,90 Pc52

5301 2Ø20 L= 5,60 Pc52

5 1Ø20 L= 3,90 Pc52

~1994,5

30

30

30

425

+3,60

~194,5 70~495 70~475 135




scara 1: 50

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.13

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

Grinzi GA;N4 cota +3,60

~485

194,5Ø10/10

150 150195 150 150175 150 150185Ø8/10 Ø8/10 Ø8/10 Ø8/10 Ø8/10 Ø8/10Ø8/20 Ø8/20 Ø8/20

N4

110280

7 3Ø16 L= 3,10 Pc52

40 40 40

6 1Ø20 L= 2,55 Pc52

110 110

2 2Ø16 L= 6,00 Pc522 2Ø16 L= 6,00 Pc52 3 2Ø16 L= 3,70 Pc52

8 3Ø16 L= 6,75 Pc529 3Ø16 L= 6,55 Pc528 3Ø16 L= 6,75 Pc52

160 160

11

22

22

22

30

50

2Ø20 Pc52

3Ø16 Pc52

1-1

15

1Ø20 Pc52

44

24 12

30

50

2Ø16 Pc52

3Ø16 Pc52

2-2

15

1Ø20 Pc52

L=1,60 Ob37etr.Ø8/10 si 20




scara 1: 50

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.13.5

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

Grinzi Gcd cota +3,60

Gcd-30x50

+3,60

G45 G5G4G34G3G23G2

40 267,5 30 262,5 40 265 30 265 40 265 30 265 40

1840

150 150 150 150 150 150260260260Ø10/10 Ø10/10 Ø10/10 Ø10/10 Ø10/10 Ø10/10Ø10/15 Ø10/15 Ø10/15

3 1Ø20 L= 3,10 Pc52

9451 2Ø20 L= 9,70 Pc52

25

25

25

1702 1Ø16 L= 1,95 Pc52

655

25

25655

60

80 80

3 1Ø20 L= 3,10 Pc5225170

2 1Ø16 L= 1,95 Pc52


9451 2Ø20 L= 9,70 Pc52

132,5 132,5

22

11

22

22

22

11

30

50

2Ø20 Pc52

2Ø20 Pc52

1-1

15

1Ø16 Pc52

44

248

L=1,60 Ob37etr.Ø10/10 si 15

15

1Ø16

30

50

2Ø20 Pc52

2Ø20 Pc52

2-2

15

1Ø20 Pc52

15

1Ø16





scara 1: 50

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.13.16

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

Grinzi N1;N2;N;G56 cota +3,60

N1-25x50

+3,60

45 252,5 40

337,5

252,5Ø8/10

G2

11

2030

25 25

1 3Ø20 L= 4,40 Pc52335

2 3Ø16 L= 3,75 Pc52325

+3,60

4026030

330

260

22

Ø8/10

30 30

25 25

3 3Ø20 L= 3,80 Pc52320

4 3Ø16 L= 3,70 Pc52320

N2-25x40

25

1540

3Ø20 Pc52

3Ø16 Pc52

2-2(4-4)

15L=1,30 Ob37

34

19

etr.Ø8/10

7

N-25x40

G530 570 30

630

G4

570Ø8/15

+3,60

33

33

20

20

5620

5 3Ø16 L= 6,60 Pc52620

20

20

3Ø16 L= 6,60 Pc52

25

40

3Ø16 Pc52

3Ø16 Pc52

3-3

15

L=1,30 Ob37

19

etr.Ø8/10 si 15

7

50 377,5 25 142,5 35

630

21,5

44

33

44

120 120137,5Ø8/15Ø8/10 Ø8/10

142,6Ø8/10

20

20

5620

5 3Ø16 L= 6,60 Pc52620

20

20

3Ø16 L= 6,60 Pc52

G56-25x40= 2 buc

+3,60

3Ø16(pt.4-4)





scara 1: 50

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.13.4

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

Grinzi GF cota +3,60

+3,60

55

GF-30x50

540 45 555 45 240 55

1535

240Ø10/20 Ø10/10

150150 255Ø10/10Ø10/10

150 150240Ø10/20Ø10/10

11

5 1Ø20 L= 5,50 Pc524 1Ø25 L= 4,05 Pc52945

1 2Ø20 L= 9,75 Pc5230

30

30

2353 1Ø25 L= 2,65 Pc52

6557 2Ø16+1Ø20 L= 6,85 Pc52 9

2 2Ø20 L= 6,75 Pc5230

30

30

85

60185

645

520

9552Ø16+1Ø20 L= 9,85 Pc526 + 8 +

11

11

22

22

30

50

2Ø20 Pc52

2Ø16 Pc52

1-1

15

1Ø25 Pc52

44

2410

L=1,60 Ob37etr.Ø10/10 si 20

1Ø20

30

502Ø20 Pc52

2Ø16 Pc52

2-2

15

1Ø20 Pc52

1Ø20

+3,60

556825

148

68

22

Ø8/10

20 20

20 20

140

3Ø16 L= 1,80 Pc52140

C-25x40

3Ø16 L= 1,80 Pc52

25

40

3Ø16 Pc52

3Ø16 Pc52

2-2

15

L=1,30 Ob37

34

19etr.Ø8/10

15

5

5

7





scara 1: 50

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.13.18

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

Grinzi G1';Nsc;G1'2' cota +3,60

G1'-30x45

306755 162,5 75

625

+3,60

Nsc

162,5180,567Ø10/10 Ø10/10 Ø10/10

11

25

25

25

25

6151 2Ø16 +1Ø20 L= 6,65 Pc52

6151 3Ø16 L= 6,65 Pc52

30

45

2Ø16 Pc52

3Ø16 Pc52

1Ø20

1-1

L=1,50 Ob37

39

24

etr.Ø10/10

10

Nsc-25x40

6041530

505

G1'

290

N3

25

255

25500

7 3Ø16 L= 5,50 Pc52

1Ø16 L= 1,90 Pc52165 25

6 1Ø16 L= 2,20 Pc52195

25

254 2Ø20 L= 2,95 Pc52

270

3 2Ø16 L= 2,95 Pc52270

40

120 120175Ø10/10Ø10/10 Ø10/15

22

25

40

2Ø16 Pc52

3Ø16 Pc52

2-2

L=1,30 Ob37

34

19

etr.Ø10/10 si 15

+3,60

33

25

40

3Ø16 Pc52

151Ø16

3-3

2Ø20 Pc521Ø16

15

9555

44

G1'2'-25x40

30 100

330

50

95 100Ø10/10 Ø10/10

20 20

20 20

8 3Ø16 L= 3,60 Pc52320

8 3Ø16 L= 360 Pc52320

25

40

3Ø16 Pc52

3Ø16 Pc52

4-4

44

10

L=1,30 Ob37

34

19etr.Ø10/10

9

+3,60

55

+3,60

3017530

235

175

33

Ø8/15

20 20

20 20

3Ø14 L= 2,65 225

225

N4-25x40

3Ø14 L= 2,65

10

10

25

40

3Ø14 Pc52

3Ø14 Pc52

3-3

15

L=1,30 Ob37

34

19

etr.Ø8/15

13

GA Gab

G7 GC


asem. BARE 10 20 251 25 2 11.85 23.702 20 1 2.55 2.553 20 1 3.80 3.804 20 1 2.20 2.205 20 3 11.85 35.556 10 60 0.70 42.007 10 80 1.60 128.008


150


asem. BARE 10 16 201 16 3 5.15 15.452 16 2 8.75 17.503 20 1 4.30 4.304 20 1 2.20 2.205 16 3 7.05 21.156 16 3 7.15 21.457 10 93 1.60 148.808



asem. BARE 8 161 16 5 11.90 59.502 16 1 2.50 2.503 16 1 3.40 3.404 16 1 3.50 3.505 16 6 1.80 10.806 8 74 1.60 118.407 8 7 1.30 9.108



asem. BARE 10 16 201 20 4 9.70 38.802 16 2 1.95 3.903 20 2 3.10 6.204 20 4 6.80 27.205 16 2 6.80 13.606 20 2 6.80 13.607 16 1 6.80 6.808 10 141 1.60 225.609


44

24 11

L=1,60 Ob37etr.Ø10/10


asem. BARE 8 10 14 16 201 20 2 5.60 11.202 16 4 6,00 24.003 16 2 3.70 7.404 20 1 4.55 4.555 20 2 3.90 7.806 20 1 2.55 2.557 16 3 3.10 9.308 16 6 6.75 40.509 16 3 6.55 19.65

10 14 6 2.65 15.9011 10 19 1.60 30.4012 8 118 1.60 188.8013 8 12 1.30 15.6014



asem. BARE 8 16 201 20 3 4.40 13.202 16 3 3.75 11.253 20 3 3.80 11.404 16 3 3.70 11.105 16 18 6.60 118.806 8 25 1.50 37.507 8 158 1.30 205.408


Ø10/10


asem. BARE 10 16 20 251 20 2 9.75 19.502 20 2 6.75 13.503 25 1 2.65 2.654 25 1 4.05 4.055 20 1 5.50 5.506 16 2 6.85 13.707 20 1 6.85 6.858 16 2 9.85 19.709 20 1 9.85 9.8510 10 109 1.60 174.4011



asem. BARE 10 16 201 16 5 6.65 33.252 20 1 6.65 6.6534

16 2 2.95 5.90

520 2 2.95 5.90

616 1 1.90 1.90

716 1 2.20 2.20

816 3 5.50 16.50

916 6 3.60 21.60

1010 40 1.50 60.00

1110 60 1.30 78.00


95

130,5192,5

34

~60

55

2+

55180

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.




scara 1: 75

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A2

plansa nr: R.13.3

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

Grinzi GD;GE cota +3,60

GD-30x50

40

+3,60

55

3337,5

45 55267,5 30 262,5 40 265 30 265 40 265 40 552,5 550 240G5G4G34G3G23G2

150 150260 150 150260 150 150260 150 150252,5 150 150250 240Ø10/10 Ø10/20Ø10/20 Ø10/10 Ø10/10Ø10/10Ø10/10Ø10/10Ø10/10Ø10/10Ø10/10Ø10/10Ø10/10 Ø10/15 Ø10/15

G45

Ø10/15

30 265

6 1Ø20 L= 3,10 Pc52

1 2Ø20 L= 9,70 Pc5225

25

25

17051Ø20 L= 1,95 Pc52

655

60

6 1Ø20 L= 3,10 Pc52 7 1Ø20 L= 3,60 Pc52


2 2Ø20 L= 6,60 Pc52

11

11

11

11

11

11

30

30

30

5151Ø25 L= 5,45 Pc52

60 60 60185

8 1Ø28 L= 4,30 Pc52

185132,5 132,5

80 80 100 95

2 2Ø20 L= 6,60 Pc523 2Ø28 L= 6,70 Pc52 4 2Ø20 L= 6,70 Pc52

16 3Ø20 L= 7,00 Pc52 17 3Ø20 L= 9,90 Pc52960

6409

945

22

33

33

44

44

44

2427

30

1550

1-1

15

2Ø20 Pc521Ø20 Pc52

2Ø20 Pc52

1Ø16

L=1,60 Ob37etr.Ø10/10 si 15 30

1550

2-2

15

3Ø20 Pc52

2Ø20 Pc521Ø20 Pc52

30

1550

3-3

15

3Ø20 Pc52

2Ø28 Pc521Ø28 Pc52

44

2427

L=1,60 Ob37etr.Ø10/10 si 20

30

1550

4-4

15

3Ø20 Pc52

2Ø20 Pc521Ø25 Pc52

L=0,70 Ob37agf.Ø10/10

28

44


3 ramuri3 ramuri3 ramuri

60

180

60

180 180

60

180 180

45

237,5

70

180

237,5 535 540 540

205 180 180

2147,5

+3,60

G23 G34 G45

Ø10/10 Ø10/15 Ø10/15 Ø10/15Ø10/10 Ø10/10 Ø10/10 Ø10/10 Ø10/10 Ø10/103 ramuri3 ramuri3 ramuri3 ramuri3 ramuri3 ramuri

GE-30x50/35x60

55

66

77

88

88

66

66

30 30

30

3Ø20 L= 4,00 Pc52340

2Ø20 +1Ø16 L= 4,00 Pc52340

2Ø25 L= 9,90 Pc5230 960 30

60

2Ø25 L= 9,90 Pc52960

30 2451Ø28 L= 2,75 Pc52 1Ø28 L= 4,20 Pc52 1Ø28 L= 4,20 Pc52 1Ø28 L= 2,65 Pc52

30

180 180

30680

3Ø20 L= 7,10 Pc52675

3Ø20 L= 7,05 Pc52

100

30

100

3Ø20 L= 7,00 Pc5226

2524

235

18

1921

20

22 22

20

23

30

1550

5-5

15

3Ø16 Pc52

3Ø20 Pc52

44

2427

L=1,60 Ob37etr.Ø10/10

6-6

35

1560

2Ø25 Pc52

3Ø20 Pc52

1Ø28 Pc52

15

L=1,90 Ob37

54

29

etr.Ø10/10 si 15

29

30

25

46


30

30

L=0,80 Ob37agf.Ø10/10

31

54


7-7

35

60

2Ø25 Pc52

3Ø20 Pc52

1Ø28 Pc52

15

8-8

35

60

2Ø25 Pc52

3Ø20 Pc52

1Ø28 Pc52

15 25

55

30





scara 1: 50

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.13.17

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

Grinzi G12;G2';N3;GP cota +3,60

+3,60

4516030

235

160

11

Ø10/10

20 20

20 20

1 3Ø16 L= 2,65 Pc52225

1 3Ø16 L= 2,65 Pc52225

G12-30x40

30

40

3Ø16 Pc52

3Ø16 Pc52

1-1

15

L=1,40 Ob37

34

24

etr.Ø10/10

7

+3,60

80 246 65

391

246

11

Ø10/10

20 20

20 20

2 3Ø16 L= 4,20 Pc52380

2 3Ø16 L= 4,20 Pc52380

G2'-30x40 N3-25x45

+3,60

150 290 30

560

380Ø10/10

22

25

25

3 3Ø16 L= 5,70 Pc52 Sus420

3420

45

Nsc GC

90

43

157°

157° 125

125

cioc

in p

lan

vert.

Graif. in plan oriz.

3Ø16 L= 5,70 Pc52 Jos

GP- 30x45

G6G5

Ø10/20

30 570 30630

33

25

4 2Ø20 L= 6,70 Pc52620

3-3

9


asem. BARE 10 16 20 25 281 20 2 9.70 19.402 20 4 6.60 26.403 28 2 6.70 13.404 20 2 6.70 13.405 20 1 1.95 1.956 20 2 3.10 6.207 20 1 3.60 3.608 28 1 4.30 4.309 25 1 5.45 5.45

10 20 2 6.80 13.6011 16 1 6.80 6.8012 20 2 6.80 13.6013 16 1 6.80 6.8014 20 2 6.90 13.8015 16 1 6.90 6.9016 20 3 7.00 21.0017 20 3 9.90 29.7018 20 5 4.00 20.0019 16 1 4.00 4.0020 25 4 9.90 39.6021 28 1 2.75 2.7522 28 2 4.20 8.4023 28 1 2.65 2.6524 20 3 7.10 21.3025 20 3 7.00 21.0026 20 3 7.05 21.1527 10 275 1.60 440.0028 10 45 0.70 31.5029 10 146 1.90 277.4030 16 6 1.80 10.8031 10 108 0.80 86.4032






scara 1: 50

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.13.1

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

Grinzi Gab;Gef cota +3,60

Gab-25x40

+3,60

80 590 25

1295

120

11

Ø8/10

20

20

1 3Ø16 L= 4,20 Pc52400

3 3Ø16 L= 7,50 Pc52730

545 55

195

N4

120Ø8/10

350Ø8/20

120Ø8/10

120Ø8/10

305Ø8/20

20

20

60

85

4 3Ø16 L= 6,80 Pc52660

2 3Ø16 L= 9,70 Pc52950

11

25

45

3Ø16 Pc52

3Ø16 Pc52

2-2

15

L=1,40 Ob37

40

19etr.Ø10/10

8

25

40

3Ø16 Pc52

3Ø16 Pc52

1-1

15

L=1,30 Ob37

34

19

etr.Ø8/10 si 20

8

Gef-30x50

150Ø10/10

+3,60

50 502 55

607

150Ø10/10

202Ø10/20

30

30 2156 1Ø16 L= 2,35 Pc52

30

30

30

30

2156 1Ø16 L= 2,35 Pc52

6005 2Ø20 L= 6,60 Pc52

6005 2Ø16 +1Ø20 L= 6,60 Pc527 +

22

30

50

2Ø20 Pc52

2Ø16 Pc52

2-2

15

1Ø16 Pc52

44

249

L=1,60 Ob37etr.Ø10/10 si 20

1Ø20 Pc52


asem. BARE 8 10 16 201 16 3 4.20 12.602 16 3 9.70 29.103 16 3 7.50 22.504 16 3 6.80 20.405 20 3 6.60 19.806 16 2 2.35 4.707 16 2 6.60 13.208 8 81 1.30 105.309 10 40 1.60 64.0010


25

25 1Ø20 + 2Ø25 L= 6,70 Pc52620

25

25

1Ø20 L= 2,45 Pc522205 25

1Ø20 L= 2,45 Pc52220 5

130 130310

4 6+

30

45

2Ø25 Pc52

15

1Ø20 Pc52

1Ø20

2Ø20 Pc52

40

24

L=1,50 Ob37etr.Ø10/10 si 20

Ø10/10 Ø10/10


asem. BARE 10 16 20 251 16 6 2,65 15,902 16 6 4,20 25,203 16 6 5,70 34,204 20 3 6,70 20,105 20 2 2,45 4,906 25 2 6,70 13,407 10 40 1,40 56,008 10 38 1,40 53,209 10 42 1,50 63,00

10LUNGIMI / O 172,20 75,30 25,00 13,40GREUT AT E / ML . 0,617 1,58 2,47 3,86GREUT AT E / O 107 119 62 52TOT AL GREUT AT E 107 233

18 +

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.




sef proiect


data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.21

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

Grinzi G12; G1'2' ; G3; G3' - Turn

22555

11

G1'2'-25x35

33050

225Ø8/10

20 20

20 20

1 3Ø16 L= 3,60 Pc52320

1 3Ø16 L= 3,60 Pc52320

G12 -25x35cota +10,60

cota +13,20

22

20 202 2x3Ø14 L= 3,60 Pc52

320 sus/jos

25

35

3Ø16 Pc52

3Ø16 Pc52

1-1

30

19

etr.Ø8/10 L=1,20 Ob37

3

+10,60

+13,20

+10,60

2535

3Ø14 Pc52

3Ø14 Pc52

2-2

+13,201 2

21 55

10

L=1,20 Ob37must.Ø8/50

4

22+11,85

G3 '-25x35G3 -25x35

cota +9,10

cota +11,85

275Ø8/10

+9,10

11

30 275 25

330

20 202 2x3Ø14 L= 3,60 Pc52

320 sus/jos

20 20

20 20

1 3Ø16 L= 3,60 Pc52320

1 3Ø16 L= 3,60 Pc52320

+11,85+9,10




scara 1: 50

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.21.1

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

Grinzi G1; G1' ; G2; G2' ;C1; C2 - Turn

277,555

11

G1'-25x35

387,555

277,5Ø8/10

20 20

20 20

1 3Ø16 L= 4,20 Pc52380

1 3Ø16 L= 4,20 Pc52380

G1 -25x35

2

+10,60

+13,20

cota +10,60

cota +11,85 ~ +13,20

+11,85

2

2 2x3Ø14 L= 4,45 Pc52

355 sus/jos

20

50 20

333,5

Ø8/15

242,555

11

G2'-25x35

387,590

242,5Ø8/10

20 20

20 20

1 3Ø16 L= 4,20 Pc52380

1 3Ø16 L= 4,20 Pc52380

G2 -25x35

2

+10,60

+13,20

cota +10,60

cota +11,85 ~ +13,20

+11,85

2

2 2x3Ø14 L= 4,45 Pc52

355 sus/jos

20

50 20

295,3

Ø8/15

25

35

3Ø16 Pc52

3Ø16 Pc52

1-1

30

19

etr.Ø8/10 si 15 L=1,20 Ob37

3

+10,601

1 25

35

3Ø14 Pc52

3Ø14 Pc52

2-2

+13,202

2

+11,85

25

25

2Ø14 Pc52

2Ø14 Pc52

+8,304

4

C1 -25x25

2020

etr.Ø8/20 L=0,95 Ob37

5

25

30

2Ø14 Pc52

2Ø14 Pc52

+9,504

4

C2 -25x30

etr.Ø8/20 L= 1,05 Ob37

620

25

2525

2Ø14 Pc52

2Ø14 Pc52

+9,504

4

C3 -25x25

2020

etr.Ø8/20 L=0,95 Ob37

5+8,30

45

10

L=1,00 Ob37must.Ø8/50

7


asem. BARE 8 14 161 16 12 3,60 43,202 14 12 3,60 43,203 8 98 1,20 117,604 8 14 1,20 16,805

LUNGIMI / O 134,40 43,20 43,20GREUT AT E / ML . 0,395 1,21 1,58GREUT AT E / O 54 53 69T OT AL GREU T AT E 54 122


asem. BARE 8 14 161 16 12 4,20 50,402 14 12 4,45 53,403 8 96 1,20 115,204 14 40,005 8 25 0,95 23,756 8 10 1,05 10,507 8 14 1,00 14,008





scara 1: 50

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A4

plansa nr: R.21.2

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

Centuri Sarpanta C3; C4

25

20

2Ø14 Pc52

2Ø14 Pc52

+8,101

1

C3 -25x20

2015

etr.Ø8/20 L=0,85 Ob37

2

+9,65

cota +8,10 ~ +9,65C4 -25x20

cota +8,10 ~ +9,30

25

20

2Ø14 Pc52

2Ø14 Pc52

+8,101

1

2015

etr.Ø8/20 L=0,85 Ob37

2

+9,30


asem. BARE 8 141 14 50,002 8 50 0,85 42,503


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.

Detalii Sarpanta




scara 1: 20

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.23.1

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

Detalii Sarpanta




scara 1: 20

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.23.2

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

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

D.D.E.

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

D.D.E.

200

300

600

600

200

30

625







scara 1: 75

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A2

plansa nr: R.23

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

PLAN SARPANTA

+10.83

+10.40

+8.31

+7.50

+9.56

+9.95

+6.84

+10.92

+8.31+8.63

A

+7.29

+8.10

+8.31 +8.31 +8.31

+8.31

+8.31+8.31

+8.31

+8.31

+8.31+10.25

60,7

35pop14x14

pop14x14

pop10x10

pop14x14

pop10x10

pop14x14

pop14x14

pop16x16

pop14x14

pop14x14

pop14x14

pop14x14

pop14x14

pop14x14

pop14x14

contrafisa Ø8 contrafisa Ø8

contrafisa Ø8

contrafisa Ø8 contrafisa Ø8

contrafisa Ø8

contrafisa Ø8

contrafisa Ø8

contrafisa Ø8

contrafisa Ø8

cosoroaba 10x10

cosoroaba 10x10

cosoroaba 10x10

cosoroaba 10x10

coso

roab

a 10

x10

cosoroaba 10x10

cosoroaba 10x10

cosoroaba 10x10

coso

roab

a 10x

10

pana 10x12 contrafisa Ø8

pana 14x18

pana 14x18

pana 14x18

pana 14x18

pana 14x18

pana 14x18

cosoroaba 10x10

pana 1

4x18

pana 14x18

pana metalica

I 200pana metalica

I 200

pana metalica

I 200

pop16x16

pop16x16

capriori 8x14 - 60interax




capr

iori

8x1

4 - 6

0int

erax


cles

ti 2x

2,5x

10

+8,31 +9,70+8,31

200

300

600

600

200

30

625







scara 1: 75

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A2

plansa nr: R.22

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

PLAN GRINZI LEMN ( TALPI )

35

pana 14x18

grin

zi le

mn

14x1

4 ( t

alpi

)

grin

zi le

mn

14x1

4 ( t

alpi

)

grin

zi le

mn

14x1

4 ( t

alpi

)

grin

zi le

mn

14x1

4 ( t

alpi

)

grin

zi le

mn

14x1

4 ( t

alpi

)

grinzi lemn 10x10 ( talpi ) grinzi lemn 14x14 ( talpi )

grinzi lemn 16x16 ( talpi )

grin

zi le

mn

14x1

4 ( t

alpi

)gr

inzi

lem

n 14

x14

( tal

pi )

clesti 2x2,5x10

355,3 355,3

35

35

35

35

35

20

55pa

na 1

0x14

+9,70

+7.75

capr

iori

10x

10 -

60in

tera

x

grinzi lemn 16x16 ( talpi )

1563

55,1

672,4

621,

4

61,2

529

300

710,6

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

D.D.E.

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

D.D.E.

OTEL B

ETON

OB

37 ; PC52

BETO

N B

350( Bc25 ; C

20/25)

S.C.B

EL

L B

.A.U

. srlB

d.TO

MIS nr.93 C


E-m



scara 1: 50

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian B

ell

format: A

3

plansa nr:R

.20

stamp.

verificatornum

ecerinta

semnatura

A

O.M

.839/12.10.2009


C.G

DE

CA

DA

PRO

IECT SR

L

03/2011

Reabilitare,extindere si dotarea unei cladiri din Z

ona Metropolitana C

onstanta,localitatea T

uzla, in vederea utilizarii acesteia drept Centru pentru Tineri


una Tuzla

03/2011


CO

STE

A C

AT

AL

IN

Plan C

ofraj Grinzi - Turn ; Sarpanta

S8

S1030x75

25

625

25

G1 -25x35

+11,85

21025

335

G2 -25x35

27525

S21-30x55

S22-25x55

G3 -25x35

90

+8,30

C1 -25x25

C2 -25x30+9,50

+9,50+8,30

C3 -25x25

Sb -25x25

se formeaza +8,10

+11,85

+13,20

G12 -25x35

+13,20

G1'2' -25x35 +10,60

G1'-25x35

+10,60

+11,85

+13,20

S9

G2 '-25x35

+10,60

330

5

G3' -25x35+9,10

Plan Cofraj G

rinzi - TurnPlan Sarpanta - Turn

cosoroaba 10x10

capriori 10x12

+8,40

cosoroaba 10x10

+8,40

+9,90

+9,90

50cm interax

40540

40

35

275

cosoroaba 10x10

cosoroaba 10x10

capriori 10x12

50cm interax

+13,70

+13,70

+12,00

+12,00

460

400

25

50

45

25

D.A

.L.I.

P.T.D

.D.E.

5

PLAN SCARA PARTER / ETAJ 1 -0,05 / + 3,60

1

NOTA: Aceasta plansa se va citi impreuna cu plansa R.sc.3

H rampa = 14cm


H podest = 16cm




scara 1: 50

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.sc1

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

SCARA (a) PARTER-ETAJ1 -0,05 / +3,60

Nsc -25x40

+1,86

+3,60

-0,05

Nsc -25x40

Nsc1 -25x35

+1,86

1

2

2

Nsc -25x40

+ 3,60

+0,29

445

19 Trepte 32x17,4 cm

3232

3232

3232

3232

3232

25

100

25100

125

25

125

445

16

+ 1,86

Nsc1 -25x35

174

32

17.4

25 100

polistiren 2cmROST

2x6 Ø8 L= 2,70 Pc525

2 Ø8/20 L=1,204

145Ø14/15 L= 2,05 Pc52

10

50

10

120

40

Ø14/15 L= 5,60 Pc52

39030

60

Ø14/15 L= 4,80 Pc52

390

8080

Ø14/15 L= 1,60 Pc52

2-2

413

16

+ 1,86

Nsc1 -25x35

25 100

polistiren 2cmROST

2x6 Ø8 L= 2,70 Pc525

156,

5

191

-0,05

+ 0,29

34,5

5

must.scara armare placa

18

Nsc -25x35

TreapteBCA

32

17.4

2 Ø8/20 L=1,20

4

1 Ø14 /15 L= 4,05 Pc52

360

15

30

1010

20

2 Ø14 /15 L= 5,05 Pc52

355

120

Ø14/15 L= 2,05 Pc5250

1453

6

7

6

89

1-1

1025

10

conectori Ø8/15 L= 0,6 Pc52(se vor fixa in grinda de la cota -0,05)

14

14

H rampa = 14cm


H podest = 16cm




scara 1: 50

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.sc2

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

SCARA(b) PARTER-ETAJ1 -0,05 / +3,60

PLAN SCARA PARTER / ETAJ 1 -0,05 / + 3,60( 3 rampe )

+ 1,86

25

16

35

2x3Ø16 L= 3,65 Pc52lumina-325cm2ciocuri-20cm

11

20

30

etrØ8/12,5 L= 1,20 Pc52

12

Detaliu Nsc1-25x35 cota +1,86Nr . LUNGIMI IN ML .

M O bare A UNEI PC52asem. BARE 8 14 16

1 14 9 4,05 36,452 14 9 5,05 45,453 14 9 2,05 18,454 8 76 1,20 91,205 8 12 2,70 32,406 14 9 5,60 50,407 14 9 2,05 18,458 14 9 4,80 43,209 14 9 1,60 14,40

10 8 9 0,60 5,4011 16 6 3,65 21,9012 8 22 1,20 26,401314

LUN GIMI / O 155,40 226,80 21,90GREUT AT E / ML . 0,395 1,21 1,58GREUT AT E / O 62 275 35T OT AL GREUT AT E 372

S6 S6

2527525

2514

7.5

25

+2,4

9

25

Csc

-25x

35

Gbc-25x35 +1,22

+ 1,22

- 0,05

178.

532

3232

3232

3232

172.

5

1.5

Nsc1-25x35

194

3232

3232

3232

3232

125

3590

575

+2,49

16 T

rept

e 3

2x15

,87

cm

Gp-35x16

slit in zidarie

slit in zidarie

1

+2,49

1 22

197.

522

4

197.5 224

16

25 147.5 25

32

15.9

+ 1,22

127

-0,05

Nsc1 -25x35

must.scara armare placa

2x 9Ø8 L= 2,70 Pc526

1-1

Ø14/20 L= 2,75 Pc52

240

1

20

15

20

40

Ø14/20 L= 3,40 Pc52

280

2

1010

Ø14/20 L= 2,40 Pc52185

3 45

Gbc -25x35

3010

4190

Ø14/20 L= 2,40 Pc522 Ø8/20 L=1,205

219

16

25 147.5 25

+ 1,22 2x 9Ø8 L= 2,70 Pc526

2-2

Gbc -25x35

21.5

182

224

625

+ 1,22

25

16

35


13

20

30

etrØ8/15 L= 1,20 Pc52

14

Detaliu Gbc -25x35 cota +1,22

+2,49

16

Gp-35x16 Csc -25x35

127 19425

32

15.9

14

14

2x 5Ø8 L= 3,20 Pc52

2 Ø8/20 L=1,20

5

10

Ø14/20 L= 3,00 Pc527215

75

10 Ø14/20 L= 2,80 Pc52240 30

20

40

9 Ø14 /20 L= 4,20 Pc52

3608

10 Ø14 /20 L= 5,30 Pc52

310

25145

50

10Ø14/20 L= 2,30 Pc52

50 170 11

12

NOTA: Aceasta plansa se va citi impreuna cu plansa R.sc.2

H rampa = 14cm


H podest = 16cm




scara 1: 50

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.sc3

stamp.



03/2011



03/2011


COSTEA CATALIN

SCARA(b) PARTER-ETAJ1 -0,05 / +3,60

PLAN SCARA PARTER / ETAJ 1 -0,05 / + 3,60( 3 rampe )

S6 S6

2527525

2514

9

25

+2,4

9

45

Csc

-25x

35

Gp1-45x16 +3,60

125

3232

3232

3232

6419

4

194

3232

3232

3232

3232

125

3590

575

+2,49

16 T

rept

e 3

2x15

,87

cm

Gp-35x16slit in zidarie

+ 3,60

3

22

270.

5

206.

5

37

Tre

pte

32x

15,8

7 cm

125 25

150

+2,49

16

Gp-35x16 Csc -25x35

2x 5Ø8 L= 3,20 Pc5212

125 25

111Gp-35x16

6445+ 3,60 3232

3215.9

2 Ø8/20 L=1,205

3-3

145

30 Ø14/20 L= 4,60 Pc52

275

10

170 25

50 Ø14/20 L= 2,45 Pc5217

16

Ø14/20 L= 1,70 Pc52110 60

18

Ø14/20 L= 3,85 Pc52

275

80

30

19

16

12.5

12.5

Detaliu Gp -35x16 cota +2,49

16

+2,49


20

35

etrØ8/15 L= 1,10 Pc52

2135

12

Detaliu Gp1 -45x16 cota +3,60

16

+3,60


20

45

etrØ8/15 L= 1,30 Pc52

2245

12

1525

10

conectori Ø8/15 L= 0,6 Pc52(se vor fixa in grinda de la cota -0,05)

12 22

etrØ8/30 L= 0,85 Pc52

23


asem. BARE 8 14 161 14 7 2,75 19,252 14 7 3,40 23,803 14 7 2,40 16,804 14 7 2,40 16,805 8 86 1,20 103,206 8 18 2,70 48,607 14 7 3,00 21,008 14 7 2,80 19,609 14 7 4,20 29,40

10 14 7 5,30 37,1011 14 7 2,30 16,1012 8 10 3,20 32,0013 16 6 3,60 21,6014 8 38 1,20 45,6015 8 10 0,60 6,0016 14 7 4,60 32,2017 14 7 2,45 17,1518 14 7 1,70 11,9019 14 7 3,85 26,9520 16 18 3,45 62,1021 8 19 1,10 20,9022 8 19 1,30 24,7023 8 10 0,85 8,5024 14 6 3,60 21,6025

LUNGIMI / O 289,50 309,65 83,70GREUT AT E / ML . 0,395 1,21 1,58GREUT AT E / O 115 375 133T OT AL GREUT AT E 623

25

16

35


24

20

30

etrØ8/12,5 L= 1,20 Pc52

14

Detaliu Csc -25x35 cota +2,49

+ 2,49

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.

S15-60x70 = 7 buc.

60

70

4 Ø25 1

4 Ø25 1

2 3Ø20

3Ø20 2

FASONARE ARMATURI

140

Ø25

L

= 5,

05

PC52

-0,05

1

+3,60

365

disp. etrieri

etr.Ø

12/1

03

36 b

uc.

4

Ø20

L

= 4,

85

PC52

2

120

2,5

150

2533

0

2

120

2534

0

etr.Ø

10/1

036

buc

.

5et

r.Ø10

/10

36 b

uc.

6ag

f.Ø8/

2018

buc

.

64

54

etr.Ø12/10 L =2,60 OB37

3

etr.Ø10/10 L = 1,90 OB37

4

64

19

34

54

etr.Ø10/10 L =2,00 OB375

54

agf.Ø 8/20 L =0,80 OB376

S14-Ø70 = 1 buc.

FASONARE ARMATURI

140

Ø25

L

= 5,

05

PC52

-0,05

1

+3,60

etr.Ø

12/1

05

36 b

uc.

6

Ø25

L

= 4,

85

PC52

2

120

2,5

150

2533

0

120

2534

0

agf.Ø

10/2

010

8 bu

c.

365

2 Ø25

2 Ø25

4 Ø254 Ø25

701

1

2 2

R 32

230

etr.Ø12/10 L =2,50 OB37

5

6agf.Ø10/20 L = 0,90 OB37

664

2 Ø251

2 Ø251

S5-Ø55 = 2 buc.

2 Ø252

22 Ø25

2 Ø253

2 Ø253

2 Ø254

42 Ø25

S5a-Ø55 = 3 buc.se opresc la +3,60

Ø25

L

= 3,

80

PC52

3

2,5

150

2519

0

15

Ø25

L

= 3,

80

PC52

4 120

2522

0

15

etr.Ø10/10 L =2,20 OB37

7197

55 55

4agf.Ø10/20 L = 0,70 OB37

49 8

etr.Ø

10/1

07

36 b

uc.

8ag

f.Ø10

/20

72 b

uc.

S16-55x55 = 2 buc.

49

49

etr.Ø10/10 L =2,20 OB37

3

49

49

17

2etr.Ø8 /10 L =1,55 OB37

4

FASONARE ARMATURI

-0,05

+3,60

Ø20

L

= 4,

85

PC52

1

120

2

120

2534

0

45

45

S11-45x45 = 7 buc.

1

1

4 Ø201

4 Ø201

39

39

etr.Ø10/10 L = 1,80 OB37

5

39

39

15

2etr.Ø8 /10 L =1,30 OB37

6

2 Ø20

2 Ø20

etr.Ø

10/1

03

36 b

uc.

etr.Ø

8/10

472

buc

.

etr.Ø

10/1

05

36 b

uc.

etr.Ø

8/10

672

buc

.

365

S3 = 3 buc.

16 Ø16

7 Ø161

3025

3020

70

se opresc la +3,60

24

49

etr.Ø10/10 si 15 L =1,70 OB37

4

24 64

etr.Ø10/10 si 15 L =2,00 OB37

3

-0,05

+3,60

1Ø

16

L=

3,75

PC

52

2Ø

14

L=

3,75

PC

52

100

100

165

Ø10

/10

Ø10

/15

Ø10

/10

disp. etrieri

disp. etrieri

disp. etrieri

365

S1 = 1 buc.se opresc la +3,60

10

365

10

365

4Ø14

3050

25

65

3Ø16

4Ø163Ø16

1

11

240

19

74

etr.Ø10/10 si 15 L =2,10 OB37

5

etr.Ø10/10 si 15 L =1,90 OB37

624

59

S18 -40x40 = 1 buc. S18a -40x40 = 1 buc.

40

40

2Ø20

2Ø20

4Ø16

1

1

2

FASONARE ARMATURI

-0,05

+3,60

Ø20

L

= 4,

85

PC52

1

120

2

120

2534

0

2

95

Ø16

L

= 4,

60 P

C52

FASONARE ARMATURI

100

100

165

Ø10

/10

Ø10

/15

Ø10

/10

3Ø

16

L=

3,75

PC

52

10

365

40

40

2Ø20

2Ø20

4Ø16

4

4

3

etr.Ø10/10 si 15 L =1,60 OB37

534

34

2626

etr.Ø8/10 si 15 L =1,25 OB37

6

2626

etr.Ø8/10 si 15 L =1,25 OB37

6

se opreste la +3,60S20 = 2 buc.

55

55

30

30

6Ø20

4Ø201

1

24

49

2etr.Ø10/10 si 15 L =1,65 OB37

749

55

55

30

30 4Ø16 2

1Ø163

S19 = 1 buc.

se opreste +3,60

S17 = 1 buc.

197

30

5030

117

50

3Ø16

3Ø16

3Ø16

1

1

14Ø16

2x5Ø

12

2x4Ø12

2

2

FASONARE ARMATURI

-0,05

+3,60

100

100

165

Ø8/

10Ø

8/15

Ø8/

10

1Ø

16

L=

3,75

PC

52

10

365

2Ø

12

L=

3,75

PC

52

10

365

etr.Ø8/10 si 15 L = 4,50 OB37

5

190

24

74

24

etr.Ø8/10 si 15 L = 2,15 OB37

4

24 6

6agf.Ø8/20

70

50

30

30

6Ø20 3

4Ø20

2Ø20

3

3

S12 = 1 buc.

24

64

etr.Ø10/10 si 15

7

44 24

365

24 6

8 etr.Ø10/10 si 15 L = 1,55 OB37

55

55

30

30

4Ø20 3

6Ø203

26

49

24

54

2etr.Ø10/10 si 15

9

S13 = 1 buc.

12

12

12

365

disp. etrieri

100

100

165

Ø8/

10Ø

8/15

Ø8/

10

Ø20

L

= 3,

80

PC52

4

2

120

2522

0

15

2Ø204

2Ø20 1

2Ø20 1

Ø20

L

= 4,

85

PC52

3

120

2

120

2534

0





scara 1: 50

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:D.A.L.I.

P.T.

Marian Bell

format: A3

plansa nr: R.10

stamp.


O.M.839/12.10.2009

D.D.E.


03/2011



03/2011


COSTEA CATALIN

Stalpi Parter S15


L = 1,75 OB37





scara 1: 50

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.10.6

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

Stalpi Parter S4; S6; K4


S4- 1 buc.

135

3050

50 30 55

3Ø1617Ø16 5Ø16

4Ø16

FASONARE ARMATURI

disp. etrieri

365

1

11

3agf.Ø8/20 L = 0,45 OB37

524

etr.Ø10/10 si 15 L = 2,15 OB37

4

74

24

24129

etr.Ø10/10 si 15 L =3,25 OB37

3

k4-25x25 = 1 buc.

25

25

4Ø161

etr.Ø8/10 si 15 L =1,00 OB37

6

19

19

S6- 2 buc.

25

50

55

30

25

2 4Ø20

4Ø20 2

8

19

49

19

44

etr.Ø8/10

7

L =1,50 OB37

etr.Ø8/10 L =1,60 OB37




sef proiect


data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.10.7

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

Stalpi Parter S7; S8; S9


S7-30x80= 1 buc.

FASONARE ARMATURI

1Ø

16

L=

4,60

PC

52

disp. etrieri

etr.Ø

8/10

365

36 b

uc.

95

80

30

5Ø161

24

74

27

24 etr.Ø10/10 si 15 L = 2,20 OB37

5

6

etr.Ø8/10 si 15 L =1,20 OB37

S9- 1 buc.L = 0,40 OB37

919

11

etr.Ø8/10 L =3,45 OB37

19 44

etr.Ø8/10 L = 1,50 OB37

3Ø

14

L=

4,35

PC

52

70

7




sef proiect


data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.10.8

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

Stalpi Parter S10; Ssc; k5


S10-30x75= 1 buc.

75

30

10 Ø161

24

69

23

24

etr.Ø10/10 si 15 L = 2,10 OB37

3

4

etr.Ø8/10 si 15 L =1,15 OB37

FASONARE ARMATURI

1Ø

16

L=

4,60

PC

52

disp. etrieri

365

95

Ssc-25x25= 2 buc.

25

254 Ø16219

19

5

etr.Ø8/10 L =1,00 OB37

53

19

90

38

19

7agf.Ø8/20

8 etr.Ø8/10 L =2,25 OB37




sef proiect


data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.10.1

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

Stalpi Parter S5; S5a; S14





sef proiect


data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.10.2

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

Stalpi Parter S11; S16





sef proiect


data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.10.3

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN






sef proiect


data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.10.4

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

Stalpi Parter S18; S18a; S19; S20






scara 1: 50

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.10.5

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

Stalpi Parter S12; S13; S17


L = 0,45 OB37agf.Ø8/20

L = 0,45 OB37


asem. BARE 8 10 12 20 251 25 56 5.05 282.802 20 42 4.85 203.703 12 252 2.60 655.204 10 252 1.90 478.805 10 252 2.00 504.006 8 126 0.80 100.807



asem. BARE 10 12 251 25 12 5.05 60.602 25 16 4.85 77.603 25 12 3.80 45.604 25 12 3.80 45.605 12 36 2.50 90.006 10 108 0.90 97.207 10 180 2.20 396.008 10 360 0.70 252.00



asem. BARE 10 14 161 16 49 3.75 183.752 14 4 3.75 15.003 10 93 2.00 186.004 10 93 1.70 158.105 10 31 2.10 65.106 10 31 1.90 58.907



asem. BARE 8 10 16 201 20 28 4.85 135.802 16 8 4.60 36.803 16 5 3.75 18.754 20 6 3.80 22.805 10 62 1.60 99.206 8 62 1.25 77.507 10 186 1.65 306.908



asem. BARE 8 10 12 16 201 16 13 3.75 48.752 12 18 3.75 67.503 20 22 4.85 106.704 8 31 2.15 66.655 8 31 4.50 139.506 8 126 0.45 56.707 10 31 1.95 60.458 10 31 1.55 48.059 10 62 1.75 108.5010


1

L = 1,95 OB37

-0,05

+3,60

100

100

165

Ø10

/10

Ø10

/15

Ø10

/10

5ag

f.Ø8/

2054

buc

.

100

100

165

Ø8/

10Ø

8/15

Ø8/

10

M O bare A UNEI OB37 PC52asem. BARE 8 10 16 20

1 16 23 3.75 86.252 20 16 4.85 77.603 10 31 3.25 100.754 10 31 2.15 66.655 8 54 0.45 24.306 8 31 1.00 31.007 8 72 1.50 108.008 8 72 1.60 115.209


100

100

165

Ø10

/10

Ø10

/15

Ø10

/10

100

100

165

Ø8/

10Ø

8/15

Ø8/

10

-0,05

+3,60


asem. BARE 8 10 14 16 201 16 24 4.60 110.402 20 4 4.85 19.403 14 14 4.35 60.904

10 31 2.20 68.2058 31 1.20 37.206

10 31 1.55 48.0578 36 2.25 81.0088 126 0.40 50,4098 36 1.50 54.00108 36 3.45 124.2011


100

100

165

Ø10

/10

Ø10

/15

Ø10

/10

100

100

165

Ø8/

10Ø

8/15

Ø8/

10

-0,05

+3,60


asem. BARE 8 10 161 16 10 4.60 46.002 16 12 3.75 45.003 10 31 2.10 65.104 8 31 1.15 35.655


agf.Ø

8/20

108

buc.

6

100

100

165

Ø10

/10

Ø10

/15

Ø10

/10

25

25

50

54

90

6Ø16

3Ø16

4Ø16

1

11

2x7Ø143

144

25

agf.Ø

8/20

90 b

uc.

8

etr.Ø

8/10

36 b

uc.

9

etr.Ø

8/10

36 b

uc.

10

etr.Ø8/10 L =1,20 OB37

6

24

24

k5-30x30 = 1 buc.

30304Ø162

Se opreste la cota +3,60

etr.Ø

8/10

36 b

uc.

5

2Ø

16

L=

3,75

PC

52

10

365

etr.Ø

8/10

36 b

uc.

6

6 8 36 1.20 43.208 72 1.00 72.00

Se opresc la cota +3,60

etr.Ø

8/10

36 b

uc.

7

etr.Ø

8/10

36 b

uc.

8

25

24 7

2agf.Ø10/20 L = 0,45 OB37

10 36 0.45 16.20

se opreste la +3,60

se opreste la +3,60 se opreste la +3,60

1Ø

16

L=

3,75

PC

52

10

365

Ø20

L

= 4,

85

PC52

2

120

2

120

2534

0

Ø20

L

= 4,

85

PC52

2

120

2

120

2534

0

25

5Ø16

Ø16

L

= 3,

75 P

C52

10

365

4

10

16 5 3.75 18.75

4

se opreste la +3,60

140

Ø25

L

= 5,

05

PC52

2

2,5

150

2533

0

55

55

2

2

4Ø201

4Ø201

2Ø25

2 Ø25


asem. BARE 8 10 20/251 20 100 4.85 485.002

10 72 2.20 158.4038 144 1.55 223.20410 252 1.80 453.6058 504 1.30 655.206

7LUNGIMI / O 878.40 612.00 485/40.4GREUTATE / ML . 0.395 0.617 2.47/3.86GREUTATE / O 347 378 1198/ 156TOTAL GREUTATE 725 1354

25 8 5.05 40.40

S8- 1 buc.

30 25

55

3025

3Ø16

4Ø20 3Ø16

1

12

19

49

49

etr.Ø10 /10 si 15 L =1,70 OB37

24

7 etr.Ø10 /10 si 15 L =1,55 OB37

12

10 31 1.70 52.7012




sef proiect


data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.10.9

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN


55

30

10 Ø161

25

50

18

25

etr.Ø8/10 si 15 L = 1,70 OB37

2

3 etr.Ø8/10 si 15 L =1,05 OB37

FASONARE ARMATURI

S21-30x55= 1 buc.

55

25

10 Ø161

20

50

18

20

etr.Ø10/10 si 15 L = 1,60 OB37

4

5 etr.Ø8/10 si 15 L =0,95 OB37

S22 -25x55= 1 buc.

1Ø

16

L=

4,60

PC

52

disp. etrieri

365

95

100

100

165

Ø10

/10

Ø10

/15

Ø10

/10

100

100

165

Ø8/

10Ø

8/15

Ø8/

10

-0,05

+3,60


asem. BARE 8 10 161 16 20 4,60 92,002 8 31 1,70 52,703 8 31 1,05 32,554 10 31 1,60 49,605 8 31 0,95 29,456





sef proiect


data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.10.10

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

Mustati Stalpi S23;k6;k7;k8;k9;k10;k11

k6-25x25 = 2 buc.

25

25

4Ø161

etr.Ø8/ 15 L =1,00 OB37

4

20

20

se formeaza de la +3,60

100

50Ø

8/15

+3,60

15

k7-25x25 = 1 buc.

25

25

4Ø161

etr.Ø8/ 15 L =1,00 OB37

4

20

20


1Ø

16

L=

1,60

PC

5214

5

15

2Ø

20

L=

1,80

PC

5216

512

0

k8-30x30 = 2 buc.k9-25x25 = 2 buc.k11-25x25 = 1 buc.

k10-25x25 = 1 buc.

35

35

4Ø161

S23- 35x35 = 1 buc.

etr.Ø8/ 15 L =1,20 OB375

25

25


22Ø20

22Ø20

FASONARE ARMATURI se formeaza de la +3,60Sb-25x25 = 18 buc.

10

10

105

+4,65

35Ø12

L=

1,6

0

140

3

25

25

4Ø123

Ø8/

15

etr.Ø8/ 15 L =1,00 OB37

4

19

19


asem. BARE 8 12 16 201 16 28 1,60 44,802 20 12 1,80 21,603 12 72 1,60 115,204 8 150 1,00 150,005 8 3 1,20 3,6067


2,5 2,5


30

30

4Ø202

etr.Ø8/ 15 L =1,00 OB37

4

20

20

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.

S15-60x70 = 7 buc.

60

70

4 Ø25 1

4 Ø25 1

2 3Ø20

3Ø20 2

FASONARE ARMATURI

Ø25

L

= 4,

65

PC52

+3,60

1

+8,10

450

disp. etrieri

etr.Ø

12/1

2,5

336

buc

.

4

Ø20

L

= 4,

65

PC52

2

2,5

150

2527

5

2

120

2530

5

etr.Ø

10/1

2,5

36 b

uc.

5et

r.Ø10

/12,

536

buc

.

6ag

f.Ø8/

2518

buc

.

64

54

etr.Ø12/12,5 L =2,60 OB37

3

etr.Ø10/12,5 L = 1,90 OB37

4

64

19

34

54

etr.Ø10/12,5 L =2,00 OB375

54

agf.Ø 8/25 L =0,80 OB376

S14-Ø70 = 1 buc.

FASONARE ARMATURI

2 Ø25

2 Ø25

4 Ø254 Ø25

701

1

2 2

R 32

230

etr.Ø12/10 L =2,50 OB37

4

6agf.Ø10/20 L = 0,90 OB37

564

2 Ø251

2 Ø251

S5-Ø55 = 2 buc.

2 Ø203

32 Ø20

etr.Ø10/12,5 L =2,20 OB37

6197

55

4agf.Ø10/25 L = 0,70 OB37

49 7

S16-55x55 = 2 buc.

49

49

etr.Ø10/12,5 L =2,20 OB37

3

49

49

17

2etr.Ø8 /12,5 L =1,55 OB37

4

FASONARE ARMATURI

+3,60

+8,10

Ø20

L

= 4,

65

PC52

1

2

120

2530

5

45

45

S11-45x45 = 7 buc.

1

1

4 Ø201

4 Ø201

39

39

etr.Ø10/12,5 L = 1,80 OB37

5

39

39

15

2etr.Ø8 /12,5 L =1,30 OB37

6

2 Ø20

2 Ø20

etr.Ø

10/1

2,5

336

buc

.

etr.Ø

8/12

,54

72 b

uc.

etr.Ø

10/1

2,5

536

buc

.

etr.Ø

8/12

,56

72 b

uc.

450

disp. etrieri

S18 -40x40 = 1 buc.

40

40

2Ø20

2Ø20

4Ø16

1

1

2

FASONARE ARMATURI

+3,60

+8,10

Ø20

L

= 4,

65

PC52

1

2

120

2530

5

2Ø

16

L=

4,65

PC5

2

120

120

210

Ø10

/10

Ø10

/15

Ø10

/10

etr.Ø10/10 si 15 L =1,60 OB37

334

34

2626

etr.Ø8/10 si 15 L =1,25 OB37

4

S20 = 2 buc.

55

55

30

30

6Ø20

4Ø201

1

24

49

2etr.Ø10/10 si 15 L =1,65 OB37

549

55

30

4Ø162

S19 = 1 buc.

70

50

30

30

6Ø20 1

4Ø20

2Ø20

1

1

S12 = 1 buc.

24

64

etr.Ø10/10 si 15

3

44 24

24 5

4 etr.Ø10/10 si 15 L = 1,55 OB37

55

55

30

30

4Ø20 2

6Ø202

26

49

24

54

2etr.Ø10/10 si 15

6

S13 = 1 buc.

12

12

12

450

disp. etrieri

120

120

210

Ø8/

10Ø

8/15

Ø8/

10

15

2Ø20 1

2Ø201





scara 1: 50

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.15

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

Stalpi Etaj1 S15


L = 1,75 OB37





scara 1: 50

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.15.7

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

Stalpi Etaj1 S10 ; S6 ; K9

S6- 2 buc.

25

50

55

30

25

2 4Ø16

4Ø16 2

6

20

49

20

44

etr.Ø8/10 si 15

5

L =1,50 OB37

etr.Ø8/10 si 15 L =1,60 OB37




scara 1: 50

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.15.6

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

Stalpi Etaj 1 S8; S9

S8- 1 buc.

30 25

55

3025

3Ø16

4Ø20 3Ø16

1

12

19

49

49

etr.Ø10 /10 si 15 L =1,70 OB37

S9- 1 buc.

L = 0,40 OB37

19

14

etr.Ø8/10 si 15 L =3,45 OB37

19 44

etr.Ø8/10 si 15 L = 1,50 OB37

S10-30x75= 1 buc.

75

30

10 Ø161

25

69

23

25

etr.Ø8/10 si 15 L = 2,10 OB37

3

4

etr.Ø8/10 si 15 L =1,15 OB37

53

19

90

38

19

7agf.Ø8/20

etr.Ø8/10 L =2,25 OB37





scara 1: 50

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.15.1

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

Stalpi Etaj1 S5; S14






scara 1: 50

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.15.2

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

Stalpi Etaj1 S11; S16






scara 1: 50

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.15.3

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

Stalpi Etaj1 S18; S19; S20






scara 1: 50

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.15.4

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

Stalpi Etaj1 S12; S13;


agf.Ø8/20 L = 0,45 OB37


asem. BARE 8 10 12 20 251 25 56 4.65 260.402 20 42 4.65 195.303 12 252 2.60 655.204 10 252 1.90 478.805 10 252 2.00 504.006 8 126 0.80 100.807



asem. BARE 8 10 16 201 20 28 4.65 130.202 16 8 4.65 37.20345

10 38 1.60 60.80

6

8 38 1.25 47.50

7

10 190 1.65 313.50

8LUNGIMI / O 57.50 374.30 37.20 130.20GREUTATE / ML . 0.395 0.617 1.58 2.47GREUTATE / O 23 231 58 322TOTAL GREUTATE 254 380

L = 1,95 OB37

25

25

50

54

90

3Ø16

3Ø164Ø16

4

1 1

6Ø145

144

25

25

Ø16

L

= 3,

10 P

C52

10

300

6

13

Ø20

L

= 4,

65

PC52

2

2,5

140

2528

5

55

55

2

2

4Ø201

4Ø201

2Ø20

2 Ø20


asem. BARE 8 10 201 20 100 4.65 465.002

10 72 2.20 158.4038 144 1.55 223.204

10 252 1.80 453.6058 504 1.30 655.206

7LUNGIMI / O 878.40 612.00 502.20GREUTATE / ML . 0.395 0.617 2.47GREUTATE / O 347 378 1240TOTAL GREUTATE 725 1240

20 8 4.65 37.20

15 15

15 15

24

49

5

agf.Ø8/20 L = 0,45 OB37

624

450

15

etr.Ø10/10 si 15 L =1,65

8 22 0.45 10.00

FASONARE ARMATURI

+3,60

+8,10

Ø20

L

= 4,

65

PC52

2

2

120

2530

5

120

120

210

Ø10

/10

Ø10

/15

Ø10

/10

450

disp. etrieri

15

se opreste la +7,50 se opreste la +8,10

+7,50

Ø20

L

= 4,

05

PC52

1

2

120

2524

5

15

390

100

100

190

Ø10

/10

Ø10

/15

Ø10

/10


asem. BARE 8 10 201 20 12 4,05 48,602 20 10 4,65 46,503 10 32 1,95 62,404 10 32 1,55 49,605 8 20 0,45 9,006 10 76 1,75 133,0078


24

9 etr.Ø10 /10 si 15 L =1,55 OB37





scara 1: 50

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.15.5

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

Stalpi Etaj 1 S21; S22

55

30

10 Ø161

25

50

18

25

etr.Ø8/10 si 15 L = 1,70 OB37

2

3 etr.Ø8/10 si 15 L =1,05 OB37

FASONARE ARMATURI

S21-30x55= 1 buc.

55

25

10 Ø161

20

50

18

20

etr.Ø10/10 si 15 L = 1,60 OB37

4

5 etr.Ø8/10 si 15 L =0,95 OB37

S22 -25x55= 1 buc.

1Ø

16

L=

4,85

PC5

2

disp. etrieri

385

100

100

105

180

Ø10

/10

Ø10

/15

Ø10

/10

100

105

180

Ø8/

10Ø

8/15

Ø8/

10

+3,60

+7,45


asem. BARE 8 10 161 16 20 4,85 97,002 8 32 1,70 54,403 8 32 1,05 33,604 10 32 1,60 51,205 8 32 0,95 30,406

LUN GIMI / O 118,40 51,20 97,00GREUT AT E / ML . 0,395 0,617 1,58GREUT AT E / O 47 32 154T OT AL GREUT AT E 79 154

se opreste la +6,60

3Ø166

FASONARE ARMATURI

1Ø

16

L=

4,85

PC5

2

100

+3,60

+7,45

Ø20

L

= 5,

05

PC52

2

120

2

120

2536

0

3Ø

14

L=

4,55

PC5

2

70

2Ø147

+6,60

Ø14

L

= 3,

10 P

C52

10

300

7

300

100

105

180

Ø10

/10

Ø10

/15

Ø10

/10

100

105

180

Ø8/

10Ø

8/15

Ø8/

10




scara 1: 50

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A3

plansa nr: R.15.8

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

Stalpi Etaj 1 S23; k6;k7;k8;k10;k11

35

35

4Ø161

S23- 35x35 = 1 buc.

etr.Ø10/10 si 15 L =1,45 OB377

30

30

se opreste la + 6,85

etr.Ø8/10 si 15 L =1,15 OB37

23 23

22Ø20

22Ø20

FASONARE ARMATURI

Ø20

L

= 3,

30 P

C52

10

320

1+3,60

+6,85

Ø16

L

= 3,

30 P

C52

10

320

2 100

100

Ø10

/10

Ø10

/15

Ø10

/10

100

100

Ø8/

10Ø

8/15

Ø8/

10

125

125

k6-25x25 = 2 buc.se opresc la + 8,10

k7-25x25 = 1 buc.se opreste la + 9,30

25

25

4Ø164

etr.Ø8/ 10 si 15 L =1,00 OB37

20

20

25

25

4Ø166


FASONARE ARMATURI

+3,60

+8,10

1Ø

16

L=

4,60

PC5

2

515

disp. etrieri

10

450


385

Ø16

L

= 3,

95 P

C52

10

385

4

Ø14

L

= 3,

95 P

C52

10

385

5

2x3Ø143

100

45

15

145

8Ø

16 L

= 1,

6 P

c52

8 1Ø16

se opreste la +7,45

10

12

11

150


asem. BARE 8 10 14 16 201 16 13 4,85 63,052 20 4 5,05 20,203 14 6 4,55 27,304 16 3 3,95 11,855 14 6 3,95 23,706 16 3 3,10 9,307 14 2 3,10 6,208 16 1 1,60 1,609 10 32 1,55 49,60

10 10 32 1,70 54,4011 8 30 2,25 67,5012 8 120 0,40 48,0013 8 32 1,50 48,0014 8 32 3,45 110,4015

LUNGIMI / O 273,90 104,00 57,20 85,80 20,20GREUT AT E / ML . 0,395 0,617 1,21 1,58 2,47GREUT AT E / O 109 65 70 136 50T OT AL GREUT AT E 174 256

+8,10

4Ø

16

L=

4,60

PC5

2

10

450

325

+7,5510

390

Ø16

L

= 4,

00 P

C52

3

115

Ø8/

1010

0Ø

8/10

180

Ø8/

15

120

Ø8/

1012

0Ø

8/10

210

Ø8/

15

395

+9,30

6Ø

16

L=

5,75

PC5

2

10

565

120

Ø8/

10

450

120

8

9

+3,60

+8,10

Ø25

L

= 4,

65

PC52

2 120

2530

5

Ø25

L

= 4,

65

PC52

1

2,5

140

2528

5

1515

Ø20

L

= 4,

65

PC52

3

2

120

2530

5

15

etr.Ø

12/1

04

45 b

uc.

5ag

f.Ø10

/20

132

buc.

2,5

etr.Ø

10/1

2,5

536

buc

.

etr.Ø

8/12

,56

72 b

uc.

disp. etrieri


asem. BARE 10 12 20 251 25 12 4,65 55,802 25 8 4,65 37,203 20 8 4,65 37,204 12 45 2,50 112,505 10 132 0,90 118,806 10 72 2,20 158,407 10 144 0,70 100,8089

LUNGIMI / O 378,00 112,50 37,20 93,00GREUT AT E / ML . 0,617 0,888 2,47 3,86GREUT AT E / O 234 100 92 359TOT AL GREUTAT E 334 451

120

120

210

Ø8/

10Ø

8/15

Ø8/

10

2Ø

16

L=

5,20

PC5

2

10

510

+8,75

120

120

270

Ø8/

10Ø

8/15

Ø8/

10

disp. etrieri

450


25

25

4Ø162

etr.Ø8/ 10 si 15 L =1,00 OB37

20

20 7


asem. BARE 8 161 16 10 4,60 46,002 16 24 5,20 124,803 8 38 2,10 79,804 8 38 1,15 43,705 8 84 1,50 126,006 8 84 1,60 134,407 8 84 1,00 84,0089


k11-25x25 = 1 buc.k10-25x25 = 1 buc.

25

25

4Ø163


etr.Ø8/ 10 si 15 L =1,00 OB37

20

20 9

5Ø

20

L=

4,60

PC5

2

10

450


30

30

4Ø205

etr.Ø10/10 si 15 L =1,25 Ob37

25

25 10






scara 1: 50

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian Bell

format: A4

plansa nr: R.15.8A

stamp.


O.M.839/12.10.2009


03/2011



03/2011


COSTEA CATALIN

Stalpi Etaj 1 S23; k6;k7;k8;k10;k11Extras Armatura

Ø10

/10

Ø10

/15

Ø10

/10


asem. BARE 8 10 16 201 20 4 3,30 13,202 16 4 3,30 13,203 16 4 4,00 16,004 16 12 4,60 55,205 20 8 4,60 36,806 16 4 5,75 23,007 10 28 1,45 40,608 8 28 1,15 32,209 8 200 1,00 200,00

10 10 76 1,25 95,001112


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.

S8- 1 buc.

3025

55

3025

3Ø16

4Ø20

3Ø16

2

23

20

49

49

etr.Ø8 /12,5 L =1,70 O

B37

L = 0,40 OB

37

19

20

44

etr.Ø8/12,5 L= 1,50 O

b37

2agf.Ø8/25

11

25

9 etr.Ø

8 /12,5 L =1,60 OB

37

OTEL B

ETON

OB

37 ; PC52

BETO

N B

350( Bc25 ; C

20/25)

S.C.B

ELL B.A

.U. srl

Bd.T

OM

IS nr.93 Constanta

tel/fax 0241 672 088E

-mail office@

bellbau.ro


scara 1: 50

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian B

ell

format: A

3

plansa nr:R

.19

stamp.

verificatornum

ecerinta

semnatura

A

O.M

.839/12.10.2009


C.G

DE

CA

DA

PRO

IEC

T SR

L

03/2011


ona Metropolitana C


uzla, in vederea utilizarii acesteia drept Centru pentru T

ineristr.C

onstantei nr.82 comuna T

uzla

03/2011


CO

STE

A C

AT

AL

IN

Stalpi E

taj 2 - Turn S21; S

22; S8; S

9

55

30

10 Ø16

1

25

50

18

25

etr.Ø8/12,5 L = 1,70 O

B37

56

etr.Ø8/12,5 L=1,05 O

b37

FASO

NA

RE A

RM

ATU

RI

S21-30x55= 1 buc.

55

25

10 Ø16

1

20

5018

20

etr.Ø8/12,5 L = 1,60 O

B37

7

8 etr.Ø

8/12,5 L=0,95 Ob37

S22 -25x55= 1 buc.

1 Ø16 L= 4,50 Pc52

disp. etrieri

440Ø8/12,5

+7,45

+11,85

10

13

se opreste la +11,85se opreste la +11,85

10440

+13,202 Ø16 L= 5,80 Pc52

575Ø8/12,5

10

570

4 Ø14 L= 5,80 Pc52 10

570

Ø20 L= 5,80 PC523570

10

se opreste la +13,20

S9- 1 buc.

25

50

90

3Ø16

3Ø16

4Ø16

2

22

2x2Ø14

4

se opreste la +13,20

25

etr.Ø8/12,5 L= 2,30 O

b37 12

20 84NO

TA: Pentru extras arm

atura vezi plansa R.19A

S.C.B

ELL B.A

.U. srl

Bd.T

OM

IS nr.93 Constanta

tel/fax 0241 672 088E

-mail office@

bellbau.ro


scara 1: 50

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian B

ell

format: A

4

plansa nr:R

.19A

stamp.

verificatornum

ecerinta

semnatura

A

O.M

.839/12.10.2009


C.G

DE

CA

DA

PRO

IEC

T SR

L

03/2011


ona Metropolitana C


uzla, in vederea utilizarii acesteia drept Centru pentru T

ineristr.C

onstantei nr.82 comuna T

uzla

03/2011


CO

STE

A C

AT

AL

IN

Stalpi E

taj 2 - Turn S21; S

22; S8; S

9E

XTR

AS

AR

MA

TUR

A

Sb-25x25 = 1 buc.se opreste la + 9,50

25

25

4Ø141

etr.Ø8/ 12,5 L =1,00 O

B37

20

203

S.C.B

ELL B.A

.U. srl

Bd.T

OM

IS nr.93 Constanta

tel/fax 0241 672 088E

-mail office@

bellbau.ro


scara 1: 50

data:

Titlu plansa

Proiect

Beneficiar

Proiect nr.

Faza:

Marian B

ell

format: A

4

plansa nr:R

.19.1

stamp.

verificatornum

ecerinta

semnatura

A

O.M

.839/12.10.2009


C.G

DE

CA

DA

PRO

IEC

T SR

L

03/2011


ona Metropolitana C


uzla, in vederea utilizarii acesteia drept Centru pentru Tineri


una Tuzla

03/2011


CO

STE

A C

AT

AL

IN

Stalpisori S

arpanta Sb ; S

b1

Sb1-25x25 = 1 buc.se opreste la + 9,65

25

25

4Ø142

+9,5010

+8,10

1020

145

140Ø8/12,5

Ø14 L= 1,75 Pc521

10

10

195Ø14 L= 2,15 Pc522

+9,65

155Ø8/12,5

45

FASO

NA

RE A

RM

ATU

RI

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.

extras de armatura - zona metropolitanã constanţa · extras de armatura titlu plansa o nr ....

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