Upload
others
View
1
Download
0
Embed Size (px)
Citation preview
EXTRAS DE ARMATURA
TITLU PLANSA
O Nr . LUNGIMI IN ML .
P M O bare A UNEIOB37 PC52
L asem. BARE 8 10 12 20 25
p 1 20 4 7.50 30.00
p 2 20 4 7.20 28.80
p 3 20 4 10.80 43.20
p 4 12 16 11.80 188.80
p 5 10 8 11.10 88.80
p 6 20 2 10.10 20.20
p 7 25 2 10.10 20.20
p 8 20 2 7.30 14.60
p 9 25 2 7.30 14.60
p 10 20 2 7.80 15.60
p 11 25 2 7.80 15.60
p 12 10 100 3.30 330.00
p 13 10 100 3.10 310.00
p 14 10 100 2.55 255.00
p 15 20 3 9.80 29.40
p 16 20 3 7.00 21.00
p 17 20 3 6.80 20.40
p 18 25 1 5.40 5.40
p 19 25 2 4.10 8.20
p 20 25 1 2.50 2.50
p 21 20 2 6.70 13.40
p 22 20 2 6.60 13.20
p 23 20 2 9.70 19.40
p 24 10 155 1.50 232.50
p 25 8 100 0.65 65.00
p 26
p 27
LUNGIMI / O 65.00 1216.30 188.80 269.20 66.50
GREUTATE / ML . 0.395 0.617 0.888 2.47 3.86
GREUTATE / O 26 751 168 665 257
TOTAL GREUTATE 1867
EXTRAS DE ARMATURATITLU PLANSA
O Nr . LUNGIMI IN ML .P M O bare A UNEI OB37 PC52L asem. BARE 8 14 16 20P 1 16 20 4.50 90.00P 2 16 16 5.80 92.80P 3 20 4 5.80 23.20P 4 14 4 5.80 23.20O 5 8 35 1.70 59.50O 6 8 35 1.05 36.75O 7 8 35 1.60 56.00O 8 8 35 0.95 33.25O 9 8 46 1.60 73.60O 10 8 46 1.70 78.20O 11 8 46 1.50 69.00O 12 8 46 2.30 105.80O 13 8 46 0.40 18.40O 14O 15
LUNGIMI / O 530.50 23.20 182.80 23.20GREUTATE / ML . 0.395 1.21 1.58 2.47GREUTATE / O 210 29 289 58TOTAL GREUTATE 210 376
EXTRAS DE ARMATURATITLU PLANSA
O Nr . LUNGIMI IN ML .P M O bare A UNEI OB37 PC52L asem. BARE 10 12 16 20 25 28p 1 28 2 7.30 14.60p 2 20 1 2.70 2.70p 3 28 1 2.85 2.85p 4 25 2 7.30 14.60p 5 20 1 7.30 7.30p 6 28 4 10.30 41.20p 7 28 4 4.15 16.60p 8 28 4 4.05 16.20O 9 12 2 8.30 16.60p 10 25 2 10.30 20.60O 11 12 46 1.70 78.20O 12 10 30 0.70 21.00O 13 12 68 2.10 142.80p 14 16 4 1.80 7.20O 15 10 54 1.65 89.10O 16 10 41 0.60 24.60O 17O 18O 19
LUNGIMI / O 134.70 237.60 7.20 10.00 35.20 91.45GREUTATE / ML . 0.617 0.888 1.58 2.47 3.86 4.84GREUTATE / O 84 211 12 25 136 443TOTAL GREUTATE 295 616
EXTRAS DE ARMATURATITLU PLANSA
O Nr . LUNGIMI IN ML .P M O bare A UNEI OB37 PC52L asem. BARE 8 10 16 20p 1 16 6 5.95 35.70p 2 16 6 5.20 31.20O 3 8 64 1.20 76.80p 4 20 4 6.95 27.80p 5 20 2 2.50 5.00p 6 16 1 6.95 6.95O 7 10 44 1.45 63.80O 8O 9
LUNGIMI / O 76.80 63.80 73.85 32.80GREUTATE / ML . 0.395 0.617 1.58 2.47GREUTATE / O 31 40 117 82TOTAL GREUTATE 71 199
EXTRAS DE ARMATURATITLU PLANSA
O Nr . LUNGIMI IN ML .P M O bare A UNEI OB37 PC52L asem. BARE 8 14p 1 14 6 4.20 25.20p 2 14 6 4.30 25.80p 3 14 8 2.25 18.00O 4 8 40 1.30 52.00O 5 8 16 0.85 13.60O 6
LUNGIMI / O 65.60 69.00GREUTATE / ML . 0.395 1.21GREUTATE / O 26 84TOTAL GREUTATE 26 84
EXTRAS DE ARMATURATITLU PLANSA
O Nr . LUNGIMI IN ML .P M O bare A UNEI B PC52L asem. BARE 8 10 12 16 20 25 28p 1 25 2 8.50 17.00p 2 25 3 12.00 36.00p 3 20 2 8.50 17.00p 4 25 2 10.50 21.00p 5 12 12 6.90 82.80p 6 12 12 12.00 144.00p 7 10 4 5.80 23.20p 8 12 4 11.00 44.00p 9 20 4 7.10 28.40p 10 28 2 11.50 23.00p 11 25 2 11.50 23.00p 12 28 5 12.00 60.00p 13 10 26 3.90 101.40p 14 10 30 3.05 91.50p 15 10 30 2.50 75.00p 16 12 108 2.20 237.60p 17 12 74 3.35 247.90p 18 12 74 2.80 207.20p 19 8 10 2.50 25.00p 20 10 20 2.85 57.00p 21 10 75 1.40 105.00p 22 8 21 1.30 27.30p 23 16 6 4.95 29.70p 24 20 4 10.00 40.00p 25 16 2 10.00 20.00p 26 8 74 0.80 59.20p 27 8 30 0.65 19.50p 28 8 10 0.35 3.50p 29p 30
LUNGIMI / O 134.50 453.10 963.50 49.70 85.40 97.00 83.00GREUTATE / ML . 0.395 0.617 0.888 1.58 2.47 3.86 4.84GREUTATE / O 54 280 856 79 211 375 402TOTAL GREUTATE 2257
EXTRAS DE ARMATURATITLU PLANSA
O Nr . LUNGIMI IN ML .P M O bare A UNEI B PC52L asem. BARE 8 10 12 16 20 25p 1 25 2 10.50 21.00p 2 20 2 10.50 21.00p 3 25 2 9.60 19.20p 4 20 2 9.60 19.20p 5 12 12 8.20 98.40p 6 12 12 11.30 135.60p 7 10 4 5.80 23.20p 8 10 4 10.80 43.20p 9 20 4 7.30 29.20p 10 20 2 12.00 24.00p 11 25 2 12.00 24.00p 12 10 104 2.95 306.80p 13 10 85 3.90 331.50p 14 10 80 3.05 244.00p 15 10 80 2.50 200.00p 16 8 10 2.50 25.00p 17 8 10 7.00 70.00p 18 16 6 6.90 41.40p 19 20 4 11.90 47.60p 20 16 2 11.90 23.80p 21 8 62 1.40 86.80p 22 10 44 1.40 61.60p 23 8 80 0.65 52.00p 24 8 60 0.40 24.00p 25 16 4 4.55 18.20p 26 12 8 4.45 35.60p 27 10 4 2.70 10.80p 28 16 4 4.00 16.00p 29 8 10 3.10 31.00p 30 16 6 3.80 22.80p 31 10 14 3.30 46.20p 32 10 13 2.80 36.40p 33 8 14 0.55 7.70p 34p 35
LUNGIMI / O 296.50 1303.70 269.60 122.20 141.00 64.20GREUTATE / ML . 0.395 0.617 0.888 1.58 2.47 3.86GREUTATE / O 118 805 240 194 349 248TOTAL GREUTATE 1954
EXTRAS DE ARMATURATITLU PLANSA
O Nr . LUNGIMI IN ML .P M O bare A UNEI B PC52L asem. BARE 8 10 12 14 16 20 25p 1 25 2 4.60 9.20p 2 20 2 4.60 9.20p 3 25 2 9.60 19.20p 4 20 2 9.60 19.20p 5 12 28 7.60 212.80p 6 12 12 6.60 79.20p 7 10 4 10.70 42.80p 8 20 2 11.90 23.80p 9 25 2 11.90 23.80p 10 10 44 2.95 129.80p 11 8 10 6.20 62.00p 12 20 4 11.75 47.00p 13 16 2 11.75 23.50p 14 10 55 3.05 167.75p 15 10 55 2.50 137.50p 16 14 70 4.70 329.00p 17 10 25 3.90 97.50p 18 8 25 1.40 35.00p 19 10 32 1.40 44.80p 20 8 50 0.65 32.50p 21 8 30 0.40 12.00p 22p 23p 24
LUNGIMI / O 141.50 620.15 292.00 329.00 23.50 99.20 52.20GREUTATE / ML . 0.395 0.617 0.888 1.21 1.58 2.47 3.86GREUTATE / O 56 383 260 399 38 246 202TOTAL GREUTATE 1584
EXTRAS DE ARMATURATITLU PLANSA
O Nr . LUNGIMI IN ML .P M O bare A UNEI B PC52L asem. BARE 8 10 12 16 20p 1 20 4 6.30 25.20p 2 20 4 9.60 38.40p 3 12 12 9.20 110.40p 4 12 12 6.60 79.20p 5 10 4 12.00 48.00p 6 20 4 9.30 37.20p 7 20 4 5.90 23.60p 8 8 10 2.70 27.00p 9 8 10 6.20 62.00p 10 10 64 2.95 188.80p 11 10 10 2.15 21.50p 12 12 6 1.50 9.00p 13 10 28 3.50 98.00p 14 10 60 3.05 183.00p 15 10 60 2.50 150.00p 16 12 3 1.90 5.70p 17 16 6 3.40 20.40p 18 16 6 7.00 42.00p 19 8 52 1.40 72.80p 20 8 50 0.65 32.50p 21 8 40 0.40 16.00p 22p 23
LUNGIMI / O 210.30 689.30 204.30 62.40 124.40GREUTATE / ML . 0.395 0.617 0.888 1.58 2.47GREUTATE / O 84 426 182 99 308TOTAL GREUTATE 1099
EXTRAS DE ARMATURATITLU PLANSA
O Nr . LUNGIMI IN ML .P M O bare A UNEI B PC52L asem. BARE 8 10 12 16 20 25p 1 25 3 12.00 36.00p 2 25 3 11.60 34.80p 3 20 2 8.50 17.00p 4 20 2 12.00 24.00p 5 20 2 5.60 11.20p 6 25 2 10.30 20.60p 7 20 2 10.30 20.60p 8 20 4 4.20 16.80p 9 20 4 4.90 19.60p 10 12 12 11.00 132.00p 11 12 12 12.00 144.00p 12 10 12 13.00 156.00p 13 10 12 4.60 55.20p 14 10 8 10.70 85.60p 15 10 4 12.00 48.00p 16 10 4 3.00 12.00p 17 20 5 10.00 50.00p 18 20 5 7.20 36.00p 19 20 5 7.50 37.50p 20 20 4 7.40 29.60p 21 20 4 7.20 28.80p 22 20 4 4.30 17.20p 23 12 110 2.15 236.50p 24 10 110 2.15 236.50p 25 12 100 3.25 325.00p 26 10 100 2.80 280.00p 27 10 70 3.10 217.00p 28 10 70 2.55 178.50p 29 10 75 3.90 292.50p 30 10 260 2.95 767.00p 31 8 10 5.20 52.00p 32 8 30 4.90 147.00p 33 8 10 8.30 83.00p 34 8 10 3.00 30.00p 35 16 3 9.90 29.70p 36 16 9 7.00 63.00p 37 16 3 6.90 20.70p 38 16 6 3.90 23.40p 39 16 3 6.00 18.00p 40 16 3 7.80 23.40p 41 16 6 6.60 39.60p 42 16 3 9.00 27.00p 43 8 170 1.40 238.00p 44 8 100 0.80 80.00p 45 8 70 0.65 45.50p 46 8 100 0.40 40.00p 47p 48
EXTRAS DE ARMATURATITLU PLANSA
O Nr . LUNGIMI IN ML .P M O bare A UNEI B PC52L asem. BARE 8 10 12 20 25p 1 20 4 7.50 30.00p 2 20 12 7.20 86.40p 3 25 4 7.20 28.80p 4 20 4 7.50 30.00p 5 12 8 11.80 94.40p 6 10 12 10.50 126.00p 7 10 12 7.20 86.40p 8 10 12 12.00 144.00p 9 20 2 10.10 20.20p 10 25 2 10.10 20.20p 11 20 6 7.30 43.80p 12 25 6 7.30 43.80p 13 20 4 10.10 40.40p 14 10 100 3.30 330.00p 15 10 170 3.05 518.50p 16 10 170 2.50 425.00p 17 10 70 3.90 273.00p 18 10 92 2.95 271.40p 19 8 10 6.90 69.00p 20 8 10 3.80 38.00p 21 10 227 1.50 340.50p 22 20 6 9.80 58.80p 23 20 9 7.00 63.00p 24 25 1 5.40 5.40p 25 25 3 4.10 12.30p 26 20 1 4.40 4.40p 27 20 1 5.50 5.50p 28 20 4 6.70 26.80p 29 20 8 6.60 52.80p 30 8 150 0.65 97.50p 31 8 30 0.45 13.50p 32p 33
LUNGIMI / O 218.00 2514.80 94.40 462.10 110.50GREUTATE / ML . 0.395 0.617 0.888 2.47 3.86GREUTATE / O 87 1552 84 1142 427TOTAL GREUTATE 3292
EXTRAS DE ARMATURATITLU PLANSA
O Nr . LUNGIMI IN ML .P M O bare A UNEI OB37 PC52L asem. BARE 10 16 20 25p 1 16 6 2.65 15.90p 2 16 6 4.20 25.20p 3 16 6 5.70 34.20p 4 20 3 6.70 20.10p 5 20 2 2.45 4.90p 6 25 2 6.70 13.40O 7 10 40 1.40 56.00O 8 10 38 1.30 49.40O 9 10 42 1.50 63.00O 10
LUNGIMI / O 168.40 75.30 25.00 13.40GREUTATE / ML . 0.617 1.58 2.47 3.86GREUTATE / O 104 119 62 52TOTAL GREUTATE 104 233
EXTRAS DE ARMATURATITLU PLANSA
O Nr . LUNGIMI IN ML .P M O bare A UNEI OB37 PC52L asem. BARE 8 10 16 20p 1 20 4 3.30 13.20p 2 16 4 3.30 13.20p 3 16 4 4.00 16.00p 4 16 12 4.60 55.20p 5 20 8 4.60 36.80p 6 16 4 5.75 23.00O 7 10 28 1.45 40.60O 8 8 28 1.15 32.20O 9 8 200 1.00 200.00O 10 10 76 1.25 95.00O 11O 12
LUNGIMI / O 232.20 135.60 107.40 50.00GREUTATE / ML . 0.395 0.617 1.58 2.47GREUTATE / O 92 84 170 124TOTAL GREUTATE 176 294
EXTRAS DE ARMATURATITLU PLANSA
O Nr . LUNGIMI IN ML .P M O bare A UNEI OB37 PC52L asem. BARE 8 12 16 20p 1 16 36 1.60 57.60p 2 20 4 1.80 7.20p 3 12 72 1.60 115.20O 4 8 150 1.00 150.00O 5 8 3 1.20 3.60O 6O 7
LUNGIMI / O 153.60 115.20 57.60 7.20GREUTATE / ML . 0.395 0.888 1.58 2.47GREUTATE / O 61 103 92 18TOTAL GREUTATE 61 213
EXTRAS DE ARMATURATITLU PLANSA
O Nr . LUNGIMI IN ML .P M O bare A UNEI OB37 PC52L asem. BARE 8 16p 1 16 6 5.95 35.70p 2 16 6 5.20 31.20O 3 8 64 1.20 76.80O 4
LUNGIMI / O 76.80 66.90GREUTATE / ML . 0.395 1.58GREUTATE / O 31 106TOTAL GREUTATE 31 106
EXTRAS DE ARMATURATITLU PLANSA
O Nr . LUNGIMI IN ML .P M O bare A UNEI OB37 PC52L asem. BARE 8 10 16p 1 16 20 4.60 92.00O 2 8 31 1.70 52.70O 3 8 31 1.05 32.55O 4 10 31 1.60 49.60O 5 8 31 0.95 29.45O 6
LUNGIMI / O 114.70 49.60 92.00GREUTATE / ML . 0.395 0.617 1.58GREUTATE / O 46 31 146TOTAL GREUTATE 77 146
EXTRAS DE ARMATURATITLU PLANSA
O Nr . LUNGIMI IN ML .P M O bare A UNEI B PC52L asem. BARE 8 10 12p 1 8 28 7.70 215.60p 2 8 70 3.80 266.00p 3 12 50 4.65 232.50p 4 8 12 1.80 21.60p 5 12 40 6.90 276.00p 6 8 40 3.55 142.00p 7 12 90 6.40 576.00p 8 8 60 3.50 210.00p 9 8 30 2.50 75.00p 10 12 44 7.90 347.60p 11 10 32 5.40 172.80p 12 8 30 7.35 220.50p 13 10 30 10.60 318.00p 14 8 500.00p 15 10 510 6.45 3289.50p 16 10 44 9.50 418.00p 17 8 27 6.45 174.15p 18 12 18 5.50 99.00p 19 10 38 9.90 376.20p 20 12 38 6.90 262.20p 21 12 86 6.35 546.10p 22 12 76 6.30 478.80p 23 12 170 7.80 1326.00p 24 12 56 5.10 285.60p 25 8 42 2.20 92.40p 26 8 30 3.10 93.00p 27 10 66 6.80 448.80p 28 12 38 6.80 258.40p 29 8 5 9.50 47.50p 30 10 24 3.45 82.80p 31 12 39 6.40 249.60p 32 10 32 6.50 208.00p 33 12 39 6.40 249.60p 34 12 38 6.90 262.20p 35 10 38 5.50 209.00p 36 10 13 3.35 43.55p 37 12 55 6.25 343.75p 38 10 20 3.45 69.00p 39 10 110 6.35 698.50p 40 10 55 6.45 354.75p 41 10 95 5.00 475.00p 42 10 36 6.90 248.40p 43 8 28 2.30 64.40p 44 10 96 9.55 916.80p 45 10 500 0.70 350.00p 46p 47
LUNGIMI / O 2122.15 8679.10 5793.35
EXTRAS DE ARMATURATITLU PLANSA
O Nr . LUNGIMI IN ML .P M O bare A UNEI B PC52L asem. BARE 8 10 12P 1 8 76 3.45 262.20P 2 8 28 6.40 179.20P 3 12 8 2.30 18.40P 4 12 12 1.90 22.80P 5 10 52 6.50 338.00P 6 10 34 7.05 239.70P 7 10 56 9.45 529.20P 8 8 58 1.05 60.90P 9 8 58 1.55 89.90P 10 8 10 6.30 63.00P 11 10 60 0.65 39.00P 12
LUNGIMI / O 655.20 1145.90 41.20GREUTATE / ML . 0.395 0.617 0.888GREUTATE / O 259 708 37TOTAL GREUTATE 1004
EXTRAS DE ARMATURATITLU PLANSA
O Nr . LUNGIMI IN ML .P M O bare A UNEI OB37 PC52L asem. BARE 8 16p 1 16 10 4.60 46.00p 2 16 24 5.20 124.80O 3 8 38 2.10 79.80O 4 8 38 1.15 43.70O 5 8 84 1.50 126.00O 6 8 84 1.60 134.40O 7 8 84 1.00 84.00O 8O 9
LUNGIMI / O 467.90 170.80GREUTATE / ML . 0.395 1.58GREUTATE / O 185 270TOTAL GREUTATE 185 270
EXTRAS DE ARMATURATITLU PLANSA
O Nr . LUNGIMI IN ML .P M O bare A UNEI B PC52L asem. BARE 8 10 16p 1 16 6 7.80 46.80p 2 10 80 2.85 228.00p 3 8 64 2.30 147.20p 4 16 12 6.60 79.20p 5 8 60 1.30 78.00p 6 8 70 0.35 24.50p 7p 8
LUNGIMI / O 249.70 228.00 126.00GREUTATE / ML . 0.395 0.617 1.58GREUTATE / O 99 141 200TOTAL GREUTATE 440
EXTRAS DE ARMATURATITLU PLANSA
O Nr . LUNGIMI IN ML .P M O bare A UNEI B PC52L asem. BARE 8 10 12 14p 1 8 250 2.30 575.00p 2 14 230.00p 3 12 300.00p 4 12 200 3.10 620.00p 5 8 900.00p 6 8 300 0.30 90.00p 7 12 260 3.10 806.00p 8 12 26 2.90 75.40p 9 10 40 2.40 96.00p 10p 11
LUNGIMI / O 1565.00 96.00 1801.40 230.00GREUTATE / ML . 0.395 0.617 0.888 1.21GREUTATE / O 619 60 1600 279TOTAL GREUTATE 2558
EXTRAS DE ARMATURATITLU PLANSA
O Nr . LUNGIMI IN ML .P M O bare A UNEI OB37 PC52L asem. BARE 8 14 16p 1 16 12 4.20 50.40p 2 14 12 4.45 53.40O 3 8 96 1.20 115.20p 4 14 40.00O 5 8 25 0.95 23.75O 6 8 10 1.05 10.50O 7 8 14 1.00 14.00O 8
LUNGIMI / O 163.45 93.40 50.40GREUTATE / ML . 0.395 1.21 1.58GREUTATE / O 65 114 80TOTAL GREUTATE 65 194
EXTRAS DE ARMATURATITLU PLANSA
O Nr . LUNGIMI IN ML .P M O bare A UNEI B PC52L asem. BARE 8 14p 1 14 160.00p 2 8 240 0.85 204.00p 3p 4
LUNGIMI / O 204.00 160.00GREUTATE / ML . 0.395 1.21GREUTATE / O 81 194TOTAL GREUTATE 275
EXTRAS DE ARMATURATITLU PLANSA
O Nr . LUNGIMI IN ML .P M O bare A UNEI B PC52L asem. BARE 8 14p 1 14 550.00p 2 8 700 0.85 595.00p 3p 4
LUNGIMI / O 595.00 550.00GREUTATE / ML . 0.395 1.21GREUTATE / O 236 666TOTAL GREUTATE 902
EXTRAS DE ARMATURATITLU PLANSA
O Nr . LUNGIMI IN ML .P M O bare A UNEI OB37 PC52L asem. BARE 8 14p 1 14 50.00O 2 8 50 0.85 42.50O 3
LUNGIMI / O 42.50 50.00GREUTATE / ML . 0.395 1.21GREUTATE / O 17 61TOTAL GREUTATE 17 61
EXTRAS DE ARMATURATITLU PLANSA
O Nr . LUNGIMI IN ML .P M O bare A UNEI B PC52L asem. BARE 8 10 16p 1 16 110.00p 2 10 132 2.95 389.40p 3 8 300.00p 4 8 80 1.40 112.00p 5 8 40 0.40 16.00p 6 10 14 2.85 39.90p 7 8 8 1.30 10.40p 8 8 16 0.35 5.60p 9 10 16 1.90 30.40p 10
LUNGIMI / O 444.00 459.70 110.00GREUTATE / ML . 0.395 0.617 1.58GREUTATE / O 176 284 174TOTAL GREUTATE 634
EXTRAS DE ARMATURATITLU PLANSA
O Nr . LUNGIMI IN ML .P M O bare A UNEI OB37 PC52L asem. BARE 8 10 16p 1 16 20 4.85 97.00O 2 8 32 1.70 54.40O 3 8 32 1.05 33.60O 4 10 32 1.60 51.20O 5 8 32 0.95 30.40O 6
LUNGIMI / O 118.40 51.20 97.00GREUTATE / ML . 0.395 0.617 1.58GREUTATE / O 47 32 154TOTAL GREUTATE 79 154
EXTRAS DE ARMATURATITLU PLANSA
O Nr . LUNGIMI IN ML .P M O bare A UNEI OB37 PC52L asem. BARE 8 10 14 16 20p 1 16 13 4.85 63.05p 2 20 4 5.05 20.20p 3 14 6 4.55 27.30p 4 16 3 3.95 11.85p 5 14 6 3.95 23.70p 6 16 3 3.10 9.30p 7 14 2 3.10 6.20p 8 16 1 1.60 1.60O 9 10 32 1.55 49.60O 10 10 32 1.70 54.40O 11 8 30 2.25 67.50O 12 8 120 0.40 48.00O 13 8 32 1.50 48.00O 14 8 32 3.45 110.40O 15
LUNGIMI / O 273.90 104.00 57.20 85.80 20.20GREUTATE / ML . 0.395 0.617 1.21 1.58 2.47GREUTATE / O 109 65 70 136 50TOTAL GREUTATE 174 256
EXTRAS DE ARMATURATITLU PLANSA
O Nr . LUNGIMI IN ML .P M O bare A UNEI OB37 PC52L asem. BARE 8 14 16p 1 16 12 3.60 43.20p 2 14 12 3.60 43.20O 3 8 98 1.20 117.60O 4 8 14 1.20 16.80O 5
LUNGIMI / O 134.40 43.20 43.20GREUTATE / ML . 0.395 1.21 1.58GREUTATE / O 54 53 69TOTAL GREUTATE 54 122
EXTRAS DE ARMATURATITLU PLANSA
O Nr . LUNGIMI IN ML .P M O bare A UNEI OB37 PC52L asem. BARE 8 10 16 20p 1 16 6 3.60 21.60O 2 8 19 1.20 22.80p 3 20 8 6.85 54.80p 4 20 4 2.50 10.00p 5 16 2 6.85 13.70O 6 10 86 1.30 111.80p 7 16 6 3.45 20.70O 8 8 18 1.10 19.80O 9O 10
LUNGIMI / O 42.60 111.80 56.00 64.80GREUTATE / ML . 0.395 0.617 1.58 2.47GREUTATE / O 17 69 89 161TOTAL GREUTATE 86 250
EXTRAS DE ARMATURATITLU PLANSA
O Nr . LUNGIMI IN ML .P M O bare A UNEI B PC52L asem. BARE 8 10 12 16 20p 1 20 4 9.30 37.20p 2 20 4 5.10 20.40p 3 12 8 4.40 35.20p 4 12 8 9.20 73.60p 5 10 4 10.20 40.80p 6 20 4 11.90 47.60p 7 8 10 11.10 111.00p 8 10 132 2.95 389.40p 9 10 50 2.15 107.50p 10 12 27 1.50 40.50p 11 12 3 4.20 12.60p 12 12 3 2.00 6.00p 13 16 6 11.65 69.90p 14 8 120 1.40 168.00p 15 10 60 3.50 210.00p 16 10 55 3.05 167.75p 17 10 55 2.50 137.50p 18 8 50 0.65 32.50p 19 8 80 0.40 32.00p 20 20 2 4.30 8.60p 21 20 2 10.40 20.80p 22 16 2 9.10 18.20p 23 16 2 5.50 11.00p 24 12 16 7.00 112.00p 25 10 4 9.30 37.20p 26 20 2 12.00 24.00p 27 16 2 12.00 24.00p 28 8 10 10.00 100.00p 29 12 3 3.60 10.80p 30 16 6 11.40 68.40p 31 10 65 3.30 214.50p 32 10 44 2.80 123.20p 33 10 44 2.45 107.80p 34 8 44 0.55 24.20p 35p 36
LUNGIMI / O 467.70 1535.65 290.70 191.50 158.60GREUTATE / ML . 0.395 0.617 0.888 1.58 2.47GREUTATE / O 185 948 259 303 392TOTAL GREUTATE 2087
EXTRAS DE ARMATURATITLU PLANSA
O Nr . LUNGIMI IN ML .P M O bare A UNEI B PC52L asem. BARE 8 10 12 14 16p 1 14 86 5.50 473.00p 2 12 44 8.90 391.60p 3 16 4 9.05 36.20p 4 10 4 7.10 28.40p 5 16 4 8.10 32.40p 6 8 10 7.40 74.00p 7 10 62 2.80 173.60p 8 10 96 2.95 283.20p 9 8 48 1.40 67.20p 10 16 6 7.85 47.10p 11 8 62 0.55 34.10p 12 8 60 0.40 24.00p 13 16 4 4.85 19.40p 14 10 4 2.70 10.80p 15 16 4 3.90 15.60p 16 8 10 3.00 30.00p 17 16 6 3.60 21.60p 18 16 4 4.35 17.40p 19 10 4 2.30 9.20p 20 16 4 3.50 14.00p 21 8 10 2.60 26.00p 22 16 6 3.05 18.30p 23p 24p 25
LUNGIMI / O 255.30 505.20 391.60 473.00 222.00GREUTATE / ML . 0.395 0.617 0.888 1.21 1.58GREUTATE / O 101 312 348 573 351TOTAL GREUTATE 1685
EXTRAS DE ARMATURATITLU PLANSA
O Nr . LUNGIMI IN ML .P M O bare A UNEI B PC52L asem. BARE 10 16p 1 16 10 7.00 70.00p 2 10 33 2.05 67.65p 3 10 16 0.65 10.40p 4p 5
LUNGIMI / O 78.05 70.00GREUTATE / ML . 0.617 1.58GREUTATE / O 49 111TOTAL GREUTATE 160
EXTRAS DE ARMATURATITLU PLANSA
O Nr . LUNGIMI IN ML .P M O bare A UNEI B PC52L asem. BARE 8 10 12 16p 1 16 3 5.40 16.20p 2 12 8 5.30 42.40p 3 10 23 3.10 71.30p 4 10 26 2.65 68.90p 5 10 4 3.50 14.00p 6 10 10 2.15 21.50p 7 10 34 2.95 100.30p 8 8 10 3.30 33.00p 9 12 6 1.40 8.40p 10 12 3 1.80 5.40p 11 8 26 1.40 36.40p 12 16 6 4.20 25.20p 13 8 30 0.40 12.00p 14 16 6 3.60 21.60p 15 10 4 2.20 8.80p 16 8 10 2.20 22.00p 17 16 6 2.60 15.60p 18p 19p 20
LUNGIMI / O 103.40 284.80 56.20 78.60GREUTATE / ML . 0.395 0.617 0.888 1.58GREUTATE / O 41 176 50 125TOTAL GREUTATE 392
EXTRAS DE ARMATURATITLU PLANSA
O Nr . LUNGIMI IN ML .P M O bare A UNEI B PC52L asem. BARE 8 10 12 16 20 25 28p 1 25 2 9.10 18.20p 2 25 3 11.00 33.00p 3 20 2 9.10 18.20p 4 25 2 9.30 18.60p 5 12 12 7.60 91.20p 6 12 12 11.00 132.00p 7 10 4 5.80 23.20p 8 12 4 10.00 40.00p 9 20 4 7.30 29.20p 10 28 2 10.40 20.80p 11 25 2 10.40 20.80p 12 28 5 11.00 55.00p 13 10 28 3.90 109.20p 14 10 30 3.05 91.50p 15 10 30 2.50 75.00p 16 12 130 2.20 286.00p 17 12 66 3.35 221.10p 18 12 66 2.80 184.80p 19 8 20 2.50 50.00p 20 8 10 2.90 29.00p 21 8 10 4.60 46.00p 22 10 102 2.95 300.90p 23 8 30 1.40 42.00p 24 10 42 1.40 58.80p 25 16 6 6.90 41.40p 26 16 4 9.90 39.60p 27 20 2 9.90 19.80p 28 8 66 0.80 52.80p 29 8 30 0.65 19.50p 30 8 50 0.40 20.00p 31p 32
LUNGIMI / O 259.30 658.60 955.10 81.00 67.20 90.60 75.80GREUTATE / ML . 0.395 0.617 0.888 1.58 2.47 3.86 4.84GREUTATE / O 103 407 849 128 166 350 367TOTAL GREUTATE 2370
EXTRAS DE ARMATURATITLU PLANSA
O Nr . LUNGIMI IN ML .P M O bare A UNEI B PC52L asem. BARE 8 10 12 14 16 20 25 28p 1 25 2 9.10 18.20p 2 25 3 11.00 33.00p 3 20 2 9.10 18.20p 4 25 2 9.30 18.60p 5 12 26 7.60 197.60p 6 12 12 11.00 132.00p 7 10 4 5.80 23.20p 8 12 4 10.00 40.00p 9 20 4 7.30 29.20p 10 28 2 10.40 20.80p 11 25 2 10.40 20.80p 12 28 5 11.00 55.00p 13 14 50 3.10 155.00p 14 10 30 3.05 91.50p 15 10 30 2.50 75.00p 16 12 130 2.20 286.00p 17 12 66 3.35 221.10p 18 12 66 2.80 184.80p 19 8 20 2.50 50.00p 20 8 10 2.90 29.00p 21 8 10 4.60 46.00p 22 10 102 2.95 300.90p 23 8 30 1.40 42.00p 24 10 42 1.40 58.80p 25 16 6 6.90 41.40p 26 16 4 9.90 39.60p 27 20 2 9.90 19.80p 28 8 66 0.80 52.80p 29 8 30 0.65 19.50p 30 8 50 0.40 20.00p 31p 32
LUNGIMI / O 259.30 549.40 1061.50 155.00 81.00 67.20 90.60 75.80GREUTATE / ML . 0.395 0.617 0.888 1.21 1.58 2.47 3.86 4.84GREUTATE / O 103 339 943 188 128 166 350 367TOTAL GREUTATE 2584
EXTRAS DE ARMATURATITLU PLANSA
O Nr . LUNGIMI IN ML .P M O bare A UNEI B PC52L asem. BARE 8 10 12 14 16 20 25 28p 1 25 2 9.10 18.20p 2 25 3 12.00 36.00p 3 20 2 9.10 18.20p 4 25 2 11.00 22.00p 5 12 26 7.60 197.60p 6 12 12 12.00 144.00p 7 10 4 5.80 23.20p 8 12 4 10.80 43.20p 9 20 4 7.30 29.20p 10 28 2 10.40 20.80p 11 25 2 10.40 20.80p 12 28 5 12.00 60.00p 13 14 50 3.10 155.00p 14 10 30 3.05 91.50p 15 10 30 2.50 75.00p 16 12 110 2.20 242.00p 17 12 74 3.35 247.90p 18 12 74 2.80 207.20p 19 8 20 2.50 50.00p 20 8 10 2.90 29.00p 21 8 10 4.60 46.00p 22 10 102 2.95 300.90p 23 8 30 1.40 42.00p 24 10 55 1.40 77.00p 25 16 6 6.90 41.40p 26 16 4 11.80 47.20p 27 20 2 11.80 23.60p 28 8 70 0.80 56.00p 29 8 30 0.65 19.50p 30 8 50 0.40 20.00p 31p 32
LUNGIMI / O 262.50 567.60 1081.90 155.00 88.60 71.00 97.00 80.80GREUTATE / ML . 0.395 0.617 0.888 1.21 1.58 2.47 3.86 4.84GREUTATE / O 104 351 961 188 140 176 375 392TOTAL GREUTATE 2687
EXTRAS DE ARMATURATITLU PLANSA
O Nr . LUNGIMI IN ML .P M O bare A UNEI B PC52L asem. BARE 8 10 12 16P 1 16 3 11.50 34.50P 2 16 3 6.60 19.80P 3 16 3 10.40 31.20P 4 12 8 10.30 82.40P 5 12 8 6.40 51.20P 6 12 8 11.50 92.00P 7 10 12 9.00 108.00P 8 16 3 8.80 26.40P 9 16 3 7.00 21.00P 10 16 3 6.80 20.40P 11 16 3 7.90 23.70P 12 10 60 3.10 186.00P 13 10 130 2.65 344.50P 14 10 216 2.95 637.20P 15 8 20 12.00 240.00P 16 16 3 8.30 24.90P 17 16 3 6.90 20.70P 18 16 3 6.60 19.80P 19 16 3 7.30 21.90P 20 16 3 10.90 32.70P 21 16 3 6.40 19.20P 22 16 3 9.80 29.40P 23 8 108 1.40 151.20P 24 8 160 0.40 64.00P 25 12 16 3.50 56.00P 26 12 138 4.90 676.20P 27 12 16 7.50 120.00P 28P 29P 30
LUNGIMI / O 455.20 1275.70 1077.80 345.60GREUTATE / ML . 0.395 0.617 0.888 1.58GREUTATE / O 180 788 958 547TOTAL GREUTATE 2473
EXTRAS DE ARMATURATITLU PLANSA
O Nr . LUNGIMI IN ML .P M O bare A UNEI B PC52L asem. BARE 8 10 12 16p 1 16 3 10.90 32.70p 2 16 3 5.00 15.00p 3 12 8 6.90 55.20p 4 12 8 7.60 60.80p 5 10 4 12.00 48.00p 6 16 3 5.90 17.70p 7 16 3 8.90 26.70p 8 8 10 4.50 45.00p 9 8 10 6.10 61.00p 10 8 65 1.30 84.50p 11 10 94 2.85 267.90p 12 10 23 3.10 71.30p 13 10 58 2.55 147.90p 14 16 3 7.50 22.50p 15 16 3 6.80 20.40p 16 16 3 6.50 19.50p 17 16 3 7.70 23.10p 18 8 60 0.40 24.00p 19p 20
LUNGIMI / O 214.50 535.10 116.00 177.60GREUTATE / ML . 0.395 0.617 0.888 1.58GREUTATE / O 85 331 104 281TOTAL GREUTATE 801
EXTRAS DE ARMATURATITLU PLANSA
O Nr . LUNGIMI IN ML .P M O bare A UNEI B PC52L asem. BARE 8 10 12 16 20 25p 1 25 2 12.00 24.00p 2 20 2 12.00 24.00p 3 25 4 7.20 28.80p 4 20 4 7.20 28.80p 5 25 2 11.40 22.80p 6 20 2 11.40 22.80p 7 12 8 3.00 24.00p 8 12 8 12.00 96.00p 9 12 8 9.30 74.40p 10 12 8 12.00 96.00p 11 10 8 12.00 96.00p 12 10 4 10.00 40.00p 13 20 4 8.70 34.80p 14 20 12 7.20 86.40p 15 20 4 8.00 32.00p 16 10 93 3.30 306.90p 17 10 165 2.85 470.25p 18 10 165 2.50 412.50p 19 10 38 2.95 112.10p 20 10 40 2.85 114.00p 21 8 20 1.90 38.00p 22 8 20 1.20 24.00p 23 8 10 6.30 63.00p 24 20 4 7.70 30.80p 25 16 2 7.70 15.40p 26 20 4 7.00 28.00p 27 16 2 7.00 14.00p 28 16 3 7.00 21.00p 29 20 1 3.90 3.90p 30 20 1 4.60 4.60p 31 20 1 9.80 9.80p 32 20 1 5.40 5.40p 33 20 1 3.20 3.20p 34 16 2 2.50 5.00p 35 20 2 12.00 24.00p 36 16 2 6.80 13.60p 37 20 2 10.10p 38 20 2 4.00 8.00p 39 10 163 1.40 228.20p 40 8 20 1.30 26.00p 41 8 150 0.50 75.00p 42 8 20 0.40 8.00p 43 8 20 0.35p 44p 45
LUNGIMI / O 462.20 1559.75 290.40 55.40 352.10 75.60GREUTATE / ML . 0.395 0.617 0.888 1.58 2.47 3.86
EXTRAS DE ARMATURATITLU PLANSA
O Nr . LUNGIMI IN ML .P M O bare A UNEI B PC52L asem. BARE 8 10 12 14 16 20 25p 1 25 3 7.50 22.50p 2 25 3 7.20 21.60p 3 25 3 12.00 36.00p 4 20 2 8.70 17.40p 5 20 2 12.00 24.00p 6 20 2 5.90 11.80p 7 12 24 12.00 288.00p 8 10 8 11.50 92.00p 9 25 5 10.00 50.00p 10 25 2 7.20 14.40p 11 20 3 7.20 21.60p 12 25 2 8.40 16.80p 13 20 3 8.40 25.20p 14 14 72 4.10 295.20p 15 12 106 2.30 243.80p 16 14 56 4.05 226.80p 17 12 110 3.35 368.50p 18 10 110 2.80 308.00p 19 10 42 2.95 123.90p 20 10 100 2.15 215.00p 21 12 42 1.50 63.00p 22 8 10 15.00 150.00p 23 12 3 3.50 10.50p 24 12 3 12.00 36.00p 25 10 185 1.40 259.00p 26 20 3 10.00 30.00p 27 20 2 7.00 14.00p 28 16 1 7.00 7.00p 29 20 2 7.10 14.20p 30 16 1 7.10 7.10p 31 20 3 5.80 17.40p 32 20 2 7.60 15.20p 33 16 1 7.60 7.60p 34 20 2 9.90 19.80p 35 16 1 9.90 9.90p 36 8 100 0.80 80.00p 37 8 50 0.40 20.00p 38p 39p 40
LUNGIMI / O 250.00 997.90 1009.80 522.00 31.60 210.60 161.30GREUTATE / ML . 0.395 0.617 0.888 1.21 1.58 2.47 3.86GREUTATE / O 99 616 897 632 50 521 623TOTAL GREUTATE 3438
EXTRAS DE ARMATURATITLU PLANSA
O Nr . LUNGIMI IN ML .P M O bare A UNEI B PC52L asem. BARE 8 10 12 16 20 25p 1 20 4 8.15 32.60p 2 12 12 7.45 89.40p 3 10 4 7.00 28.00p 4 20 4 8.15 32.60p 5 8 10 7.30 73.00p 6 10 27 2.80 75.60p 7 10 27 2.45 66.15p 8 10 96 2.95 283.20p 9 10 90 2.15 193.50p 10 12 51 1.50 76.50p 11 12 3 5.50 16.50p 12 20 4 7.25 29.00p 13 16 2 7.25 14.50p 14 10 140 1.40 196.00p 15 8 50 0.55 27.50p 16 8 100 0.40 40.00p 17 20 3 4.60 13.80p 18 20 2 10.80 21.60p 19 25 2 10.80 21.60p 20 20 2 7.50 15.00p 21 25 2 7.50 15.00p 22 12 24 10.20 244.80p 23 10 8 7.70 61.60p 24 8 16 3.20 51.20p 25 8 10 15.00 150.00p 26 20 2 7.10 14.20p 27 25 2 7.10 14.20p 28 20 2 10.00 20.00p 29 25 2 10.00 20.00p 30 12 3 4.50 13.50p 31 12 9 1.80 16.20p 32 10 28 2.90 81.20p 33 20 3 4.00 12.00p 34 20 2 6.80 13.60p 35 16 1 6.80 6.80p 36 20 2 9.80 19.60p 37 16 1 9.80 9.80p 38 20 2 9.80 19.60p 39 16 1 9.80 9.80p 40 20 2 6.40 12.80p 41 16 1 6.40 6.40p 42 10 65 3.90 253.50p 43 10 70 3.05 213.50p 44 10 70 2.50 175.00p 45 8 130 0.65 84.50p 46p 47
LUNGIMI / O 426.20 1627.25 456.90 47.30 256.40 70.80
EXTRAS DE ARMATURATITLU PLANSA
O Nr . LUNGIMI IN ML .P M O bare A UNEI OB37 PC52L asem. BARE 8 10 16p 1 16 20 3.60 72.00O 2 8 20 1.70 34.00O 3 8 20 1.05 21.00O 4 10 20 1.60 32.00O 5 8 20 0.95 19.00O 6
LUNGIMI / O 74.00 32.00 72.00GREUTATE / ML . 0.395 0.617 1.58GREUTATE / O 30 20 114TOTAL GREUTATE 50 114
EXTRAS DE ARMATURATITLU PLANSA
O Nr . LUNGIMI IN ML .P M O bare A UNEI OB37 PC52L asem. BARE 8 10 16 20p 1 16 6 3.65 21.90O 2 8 18 1.20 21.60p 3 16 6 5.70 34.20O 4 10 75 1.30 97.50p 5 20 4 7.80 31.20p 6 20 1 2.80 2.80p 7 20 1 3.20 3.20p 8 16 1 7.80 7.80O 9O 10
LUNGIMI / O 21.60 97.50 63.90 37.20GREUTATE / ML . 0.395 0.617 1.58 2.47GREUTATE / O 9 61 101 92TOTAL GREUTATE 70 193
EXTRAS DE ARMATURATITLU PLANSA
O Nr . LUNGIMI IN ML .P M O bare A UNEI OB37 PC52L asem. BARE 10 12 20 25p 1 25 12 4.65 55.80p 2 25 8 4.65 37.20p 3 20 8 4.65 37.20o 4 12 45 2.50 112.50O 5 10 132 0.90 118.80O 6 10 72 2.20 158.40O 7 10 144 0.70 100.80O 8O 9
LUNGIMI / O 378.00 112.50 37.20 93.00GREUTATE / ML . 0.617 0.888 2.47 3.86GREUTATE / O 234 100 92 359TOTAL GREUTATE 334 451
EXTRAS DE ARMATURATITLU PLANSA
O Nr . LUNGIMI IN ML .P M O bare A UNEI OB37 PC52L asem. BARE 8 14p 1 14 4 1.75 7.00p 2 14 4 2.15 8.60O 3 8 24 1.00 24.00O 4
LUNGIMI / O 24.00 15.60GREUTATE / ML . 0.395 1.21GREUTATE / O 10 19TOTAL GREUTATE 10 19
EXTRAS DE ARMATURATITLU PLANSA
O Nr . LUNGIMI IN ML .P M O bare A UNEI OB37 PC52L asem. BARE 8 14p 1 14 44 2.90 127.60O 2 8 187 0.75 140.25O 3O 4
LUNGIMI / O 140.25 127.60GREUTATE / ML . 0.395 1.21GREUTATE / O 56 155TOTAL GREUTATE 56 155
EXTRAS DE ARMATURATITLU PLANSA
O Nr . LUNGIMI IN ML .P M O bare A UNEI B PC52L asem. BARE 8 12p 1 12 8 2.00 16.00p 2 8 28 1.75 49.00p 3 8 25.00p 4 8 16 0.30 4.80p 5
LUNGIMI / O 78.80 16.00GREUTATE / ML . 0.395 0.888GREUTATE / O 32 15TOTAL GREUTATE 47
EXTRAS DE ARMATURATITLU PLANSA
O Nr . LUNGIMI IN ML .P M O bare A UNEI B PC52L asem. BARE 8 10 12 14p 1 12 14 2.85 39.90p 2 12 14 3.05 42.70p 3 12 14 1.00 14.00p 4 8 26 1.90 49.40p 5 14 21 3.00 63.00p 6 14 21 4.00 84.00p 7 14 21 2.00 42.00p 8 10 38 3.10 117.80p 9p 10
LUNGIMI / O 49.40 117.80 96.60 189.00GREUTATE / ML . 0.395 0.617 0.888 1.21GREUTATE / O 20 73 86 229TOTAL GREUTATE 408
EXTRAS DE ARMATURATITLU PLANSA
O Nr . LUNGIMI IN ML .P M O bare A UNEI B PC52L asem. BARE 8 14 16p 1 14 9 4.05 36.45p 2 14 9 5.05 45.45p 3 14 9 2.05 18.45p 4 8 76 1.20 91.20p 5 8 12 2.70 32.40p 6 14 9 5.60 50.40p 7 14 9 2.05 18.45p 8 14 9 4.80 43.20p 9 14 9 1.60 14.40p 10 8 9 0.60 5.40p 11 16 6 3.65 21.90p 12 8 22 1.20 26.40p 13p 14
LUNGIMI / O 155.40 226.80 21.90GREUTATE / ML . 0.395 1.21 1.58GREUTATE / O 62 275 35TOTAL GREUTATE 372
EXTRAS DE ARMATURATITLU PLANSA
O Nr . LUNGIMI IN ML .P M O bare A UNEI B PC52L asem. BARE 8 14 16p 1 14 7 2.75 19.25p 2 14 7 3.40 23.80p 3 14 7 2.40 16.80p 4 14 7 2.40 16.80p 5 8 86 1.20 103.20p 6 8 18 2.70 48.60p 7 14 7 3.00 21.00p 8 14 7 2.80 19.60p 9 14 7 4.20 29.40p 10 14 7 5.30 37.10p 11 14 7 2.30 16.10p 12 8 10 3.20 32.00p 13 16 6 3.60 21.60p 14 8 19 1.20 22.80p 15 8 10 0.60 6.00p 16 14 7 4.60 32.20p 17 14 7 2.45 17.15p 18 14 7 1.70 11.90p 19 14 7 3.85 26.95p 20 16 18 3.45 62.10p 21 8 19 1.10 20.90p 22 8 19 1.30 24.70p 23 8 10 0.85 8.50p 24p 25
LUNGIMI / O 266.70 288.05 83.70GREUTATE / ML . 0.395 1.21 1.58GREUTATE / O 106 349 133TOTAL GREUTATE 588
EXTRAS DE ARMATURATITLU PLANSA
O Nr . LUNGIMI IN ML .P M O bare A UNEI OB37 PC52L asem. BARE 8 10 20p 1 20 12 4.05 48.60p 2 20 10 4.65 46.50O 3 10 32 1.95 62.40O 4 10 32 1.55 49.60O 5 8 20 0.45 9.00O 6 10 76 1.75 133.00O 7O 8
LUNGIMI / O 9.00 245.00 95.10GREUTATE / ML . 0.395 0.617 2.47GREUTATE / O 4 152 235TOTAL GREUTATE 156 235
EXTRAS DE ARMATURATITLU PLANSA
O Nr . LUNGIMI IN ML .P M O bare A UNEI B PC52L asem. BARE 8 10 12p 1 8 28 1.65 46.20p 2 8 10 3.80 38.00p 3 12 50 4.65 232.50p 4 8 12 1.80 21.60p 5 12 40 6.90 276.00p 6 8 40 3.55 142.00p 7 12 38 4.40 167.20p 8 8 76 2.50 190.00p 9 12 38 6.40 243.20p 10 8 30 3.50 105.00p 11 12 44 7.90 347.60p 12 10 32 5.40 172.80p 13 8 30 7.35 220.50p 14 10 20 10.60 212.00p 15 10 500 6.45 3225.00p 16 12 52 6.45 335.40p 17 8 24 6.45 154.80p 18 8 58 1.90 110.20p 19 10 38 9.90 376.20p 20 12 38 6.90 262.20p 21 12 76 6.35 482.60p 22 12 114 4.85 552.90p 23 12 167 7.80 1302.60p 24 10 70 6.50 455.00p 25 12 70 6.40 448.00p 26 10 57 3.45 196.65p 27 12 70 6.40 448.00p 28 10 28 7.40 207.20p 29 10 28 6.80 190.40p 30 10 76 5.50 418.00p 31 12 38 6.90 262.20p 32 10 13 3.35 43.55p 33 12 55 6.35 349.25p 34 10 96 9.55 916.80p 35 10 37 6.00 222.00p 36 8 29 1.50 43.50p 37 10 37 5.60 207.20p 38 10 18 5.00 90.00p 39 10 110 6.55 720.50p 40 10 36 6.90 248.40p 41 8 28 2.30 64.40p 42 10 55 6.55 360.25p 43 10 44 9.50 418.00p 44 8 400.00p 45 10 500 0.70 350.00p 46p 47
LUNGIMI / O 1536.20 9029.95 5709.65
EXTRAS ARMATURA
S.C.BELL B.A.U. srlBd.TOMIS nr.93 Constanta
tel/fax 0241 672 088E-mail [email protected]
sef proiectproiectat
scara 1: 75
data:
Titlu plansa
Proiect
Beneficiar
Proiect nr.
Faza:
Marian Bell
format: A2
plansa nr: R.4
stamp.
verificator nume cerintasemnaturaA
O.M.839/12.10.2009
Proiectant de specialitateSC C.G DECADA PROIECT SRL
03/2011
Reabilitare,extindere si dotarea unei cladiri din Zona Metropolitana Constanta,localitatea Tuzla, in vederea utilizarii acesteia drept Centru pentru Tineri
str.Constantei nr.82 comuna Tuzla
03/2011
Consiliul Local Tuzla
COSTEA CATALIN
ARMARE GRINZI FUNDATIE GfA
4'
GfA -30x105 -1 buc.
5' 6' 7'
720
1
~565-2,65
-1,50
1011
5
3040 ~545 ~582.5
30 685 70 495 70 475 70 485 135
40
5055
k1 S3 S3 S3 S4145
-0,05
beton de egalizare
2Ø10
/20
L=2,
95 P
c52
245
24
24
112.5
40
115
145
~259540
NOTA: Pentru extras armatura vezi plansa R.4A
BETON C20/25OTEL OB37;PC52
2
1
30 3Ø16 L= 11,50 Pc52 11120
90 90
3Ø16 L= 6,60 Pc52 2
303Ø16 L= 10,40 Pc52 31010
23Etr. Ø8/20 L=1,40 Pc52
24
35
24
4agf. Ø8/mp L=0,40 Pc5224
202x4Ø12 L= 11,50 Pc52 61130
80
20 2x4Ø12 L= 10,30 Pc52 41010 jos
80jos
2x4Ø12 L= 6,40 Pc52 5
montaj4Ø10 L=9,00 Pc527
70
montaj4Ø10 L=9,00 Pc527 montaj
4Ø10 L=9,00 Pc527
30
3Ø16 L= 8,80 Pc52 8850
130130
3Ø16 L= 7,00 Pc52 910 3Ø16 L= 6,80 Pc52
3Ø16 L= 7,90 Pc52 760 30
11
etr.Ø8/20 etr.Ø8/20 etr.Ø8/20 etr.Ø8/20
100
44
Etr. Ø10/20 L= 3,10 Pc52
12
( ptr. sect. 2-2 )
14
24
95
13
Etr. Ø10/ 20 L= 2,65 Pc52
15
15 2x5Ø8/20 L= 12,00 Pc52 repartitie
15 2x5Ø8/20 L= 12,00 Pc52 repartitie
110110110
1620 3Ø16 L= 8,30 Pc52 810
17 3Ø16 L= 6,90 Pc52 18 3Ø16 L= 6,60 Pc52 2019 3Ø16 L= 7,30 Pc52
710
20 20
606020 3Ø16 L= 10,90 Pc52
107021 3Ø16 L= 6,40 Pc52
22 3Ø16 L= 9,80 Pc52 960
23 23 23 23
2-2
beton de egalizare
Tefo
nd
PAT PIETRIS 10cmHIDROIZOLATIE - TEFOND
PARD. SLAB ARMATAPLASA #Ø6/10/10
1010
1050
55
190
40
15
128
17
40 30 40
110
-0,05-0,22
-2,65
-1,95
-1,50
3 Ø16 PC52
3 Ø16
3 Ø16
3 Ø16
2x4 Ø12
4Ø10
2x5Ø8/20
1-1
beton de egalizare
Tefo
nd
PARD. SLAB ARMATAPLASA #Ø6/10/10
1050
55
190
40
15
128
17
40 30 40
~320
-0,05-0,22
-2,65
-1,95
-1,50
3 Ø16 PC52
3 Ø16
3 Ø16
3 Ø16
2x4 Ø12
4Ø10
2x5Ø8/20
4
Ø12/20 - vezi armare radier
2
22
11
2Ø12
/20
Lvar
= 3
,60
~ 4,
90
25 26
Ø12/20 - vezi armare radier
2Ø12/20 L= 3,50 Pc52
25
25
25
300sus/jos
158.5
1355
25
25
var
.3,1
0 ~
4,40
sus
/jos
26
2x2x4Ø12 L=7,50 Pc52 sus/jos27
60
suprapunere
S.C.BELL B.A.U. srlBd.TOMIS nr.93 Constanta
tel/fax 0241 672 088E-mail [email protected]
sef proiectproiectat
scara 1: 75
data:
Titlu plansa
Proiect
Beneficiar
Proiect nr.
Faza:
Marian Bell
format: A4
plansa nr: R.4A
stamp.
verificator nume cerintasemnaturaA
O.M.839/12.10.2009
Proiectant de specialitateSC C.G DECADA PROIECT SRL
03/2011
Reabilitare,extindere si dotarea unei cladiri din Zona Metropolitana Constanta,localitatea Tuzla, in vederea utilizarii acesteia drept Centru pentru Tineri
str.Constantei nr.82 comuna Tuzla
03/2011
Consiliul Local Tuzla
COSTEA CATALIN
GRINZI FUNDATIE GfA
Nr . LUNGIMI IN ML .M O bare A UNEI PC52
asem. BARE 8 10 12 161 16 3 11,50 34,502 16 3 6,60 19,803 16 3 10,40 31,204 12 8 10,30 82,405 12 8 6,40 51,206 12 8 11,50 92,007 10 12 9,00 108,008 16 3 8,80 26,409 16 3 7,00 21,00
10 16 3 6,80 20,4011 16 3 7,90 23,7012 10 60 3,10 186,0013 10 130 2,65 344,5014 10 216 2,95 637,2015 8 20 12,00 240,0016 16 3 8,30 24,9017 16 3 6,90 20,7018 16 3 6,60 19,8019 16 3 7,30 21,9020 16 3 10,90 32,7021 16 3 6,40 19,2022 16 3 9,80 29,4023 8 108 1,40 151,2024 8 160 0,40 64,0025 12 16 3,50 56,0026 12 138 4,90 676,2027 12 16 7,50 120,00282930
LUNGIMI / O 455,20 1275,70 1077,80 345,60GREUT AT E / ML . 0,395 0,617 0,888 1,58GREUT AT E / O 180 788 958 547T OT AL GREUT AT E 2473
variabil
NOTA: Marca 26 se va debita si fasona la fata locului direct pe cofraj
S.C.BELL B.A.U. srlBd.TOMIS nr.93 Constanta
tel/fax 0241 672 088E-mail [email protected]
sef proiectproiectat
scara 1: 75
data:
Titlu plansa
Proiect
Beneficiar
Proiect nr.
Faza:
Marian Bell
format: A3
plansa nr: R.4.1
stamp.
verificator nume cerintasemnaturaA
O.M.839/12.10.2009
Proiectant de specialitateSC C.G DECADA PROIECT SRL
03/2011
Reabilitare,extindere si dotarea unei cladiri din Zona Metropolitana Constanta,localitatea Tuzla, in vederea utilizarii acesteia drept Centru pentru Tineri
str.Constantei nr.82 comuna Tuzla
03/2011
Consiliul Local Tuzla
COSTEA CATALIN
ARMARE GRINZI FUNDATIE Gfab
NOTA: Pentru extras armatura vezi plansa R.4.1A
BETON C20/25OTEL OB37;PC52
~390-2,65
-1,50
1011
5
8040
80
40
5055
S1145
~1525
40
Gfab -25x105 -1 buc.
k1 k4
30 ~170 25 ~545 55 ~185
55
1050
S5105
40
~390 ~170 ~545etr.Ø8/20 etr.Ø8/10 etr.Ø8/20
10Etr. Ø8/10 si 20 L=1,30 Pc52
20
35
( pe zona golurilor se indesesc la 10cm)
-0,05
-2,00
~1300
100
30 3Ø16 L= 10,90 Pc52 11060 3Ø16 L= 5,00 Pc52 2
20 2x4Ø12 L= 6,90 Pc52 3670 jos 2x4Ø12 L= 7,60 Pc52
4jos
montaj4Ø10 L= 12,00 Pc525
30
3Ø16 L= 5,90 Pc52 6560 3090
3Ø16 L= 8,90 Pc52 7860
100
44
Etr. Ø10/20 L= 3,10 Pc5212
20
95
13
Etr. Ø10/15 si 20 L= 2,55 Pc52
1212121213 13 13 13
14141414
2x5Ø8/20 L= 4,50 Pc52 repartitie
2x5Ø8/20 L= 6,10 Pc52 repartitie
15
12
8
2Ø10
/20
L=2,
85 P
c52
245
20
20
11
11118
1420 3Ø16 L= 7,50 Pc52 730
13 13
20
15 3Ø16 L= 6,80 Pc52 660
20
20
16 3Ø16 L= 6,50 Pc52 630
17 3Ø16 L= 7,70 Pc52 750
1010
20
4agf. Ø8/mp L=0,40 Pc5218
11
1-1
beton de egalizare
Tefo
nd
PAT PIETRIS 10cm
HIDROIZOLATIE - TEFOND
PARD. SLAB ARMATAPLASA #Ø6/10/10
1010
1050
55
190
40
15
40 25 40
105
-0,05
-2,65
-1,95
-1,50
3 Ø16 PC52
3 Ø16
3 Ø16
3 Ø16
2x4 Ø12
4Ø10
2x5Ø8/20 CTA -0,95
55
9
9
8090
EXTRAS ARMATURA
S.C.BELL B.A.U. srlBd.TOMIS nr.93 Constanta
tel/fax 0241 672 088E-mail [email protected]
sef proiectproiectat
scara 1: 75
data:
Titlu plansa
Proiect
Beneficiar
Proiect nr.
Faza:
Marian Bell
format: A4
plansa nr: R.4.1A
stamp.
verificator nume cerintasemnaturaA
O.M.839/12.10.2009
Proiectant de specialitateSC C.G DECADA PROIECT SRL
03/2011
Reabilitare,extindere si dotarea unei cladiri din Zona Metropolitana Constanta,localitatea Tuzla, in vederea utilizarii acesteia drept Centru pentru Tineri
str.Constantei nr.82 comuna Tuzla
03/2011
Consiliul Local Tuzla
COSTEA CATALIN
GRINZI FUNDATIE Gfab
Nr . LUNGIMI IN ML .M O bare A UNEI PC52
asem. BARE 8 10 12 161 16 3 10,90 32,702 16 3 5,00 15,003 12 8 6,90 55,204 12 8 7,60 60,805 10 4 12,00 48,006 16 3 5,90 17,707 16 3 8,90 26,708 8 10 4,50 45,009 8 10 6,10 61,00
10 8 65 1,30 84,5011 10 94 2,85 267,9012 10 23 3,10 71,3013 10 58 2,55 147,9014 16 3 7,50 22,5015 16 3 6,80 20,4016 16 3 6,50 19,5017 16 3 7,70 23,1018 8 60 0,40 24,001920
LUNGIMI / O 214,50 535,10 116,00 177,60GREUT AT E / ML . 0,395 0,617 0,888 1,58GREUT AT E / O 85 331 104 281T OT AL GREUT AT E 801
S.C.BELL B.A.U. srlBd.TOMIS nr.93 Constanta
tel/fax 0241 672 088E-mail [email protected]
sef proiectproiectat
scara 1: 75
data:
Titlu plansa
Proiect
Beneficiar
Proiect nr.
Faza:
Marian Bell
format: A3
plansa nr: R.4.2
stamp.
verificator nume cerintasemnaturaA
O.M.839/12.10.2009
Proiectant de specialitateSC C.G DECADA PROIECT SRL
03/2011
Reabilitare,extindere si dotarea unei cladiri din Zona Metropolitana Constanta,localitatea Tuzla, in vederea utilizarii acesteia drept Centru pentru Tineri
str.Constantei nr.82 comuna Tuzla
03/2011
Consiliul Local Tuzla
COSTEA CATALIN
ARMARE GRINZI FUNDATIE Gf2' ; Gf3'
NOTA: Pentru extras armatura vezi plansa R.4.2A
BETON C20/25OTEL OB37;PC52
Gf2' -30x105 -1 buc. Gf3' -30x105 -1 buc.
~245-2,65
-1,50
1011
5
80~80
80
7.5
5055
S7145
~430
40
~245
~390
8
11
65
S1
65
40
1135 90
40
40
260
etr.Ø8/15
1-1
beton de egalizare
Tefo
nd
PAT PIETRIS 10cmHIDROIZOLATIE - TEFOND
PARD. SLAB ARMATAPLASA #Ø6/10/10
1010
1050
55
190
40
15
40 30 40
110
-0,05
-2,65
-1,95
-1,50
3 Ø16 PC52
3 Ø16
3 Ø16
3 Ø16
2x4 Ø12
4Ø10
2x5Ø8/20 CTA -0,95
55
3Ø16 L= 5,40 Pc52 1510
30202x4Ø12 L= 5,30 Pc52 2
510 jos
3 4
montaj4Ø10 L= 3,50 Pc525
-0,05
2Ø10
/20
L=2,
95 P
c52
245
24
24
2Ø10
/20
L=2,
15 P
c52
24
24
165
100
44
Etr. Ø10/20 L= 3,10 Pc52
24
95
Etr. Ø10/ 15 L= 2,65 Pc52
3
4
6 7
6 7
2x5Ø8/20 L= 3,30 Pc52 repartitie8
9
10
3Ø12 L= 1,80 Pc52 10
11Etr. Ø8/15 L=1,40 Pc52
24
35
20
12 2x3Ø16 L= 4,20 Pc52 380 20sus/jos
24
4agf. Ø8/mp L=0,40 Pc5213
170-2,65
-1,50
1011
5
3040
30 170
40
5055
k1145
~310
40
30
k1 40
30 40
260
230
4
1111
3Ø16 L= 3,60 Pc52 30030 3014
montaj4Ø10 L= 2,20 Pc5215
10
130
2x3Ø
12 L
=1,4
Pc5
29
7
2Ø10
/20
L=2,
95 P
c52
245
24
24
7
16
2x5Ø8/20 L= 2,20 Pc52 repartitie16
20
17 2x3Ø16 L= 2,60 Pc52 220 sus/jos 20
11Etr. Ø8/ 20 L=1,40 Pc52
24
35
24
4agf. Ø8/mp L=0,40 Pc5213
etr.Ø8/20
24
95
Etr. Ø10/ 20 L= 2,65 Pc52
4
EXTRAS ARMATURA
S.C.BELL B.A.U. srlBd.TOMIS nr.93 Constanta
tel/fax 0241 672 088E-mail [email protected]
sef proiectproiectat
scara 1: 75
data:
Titlu plansa
Proiect
Beneficiar
Proiect nr.
Faza:
Marian Bell
format: A4
plansa nr: R.4.2A
stamp.
verificator nume cerintasemnaturaA
O.M.839/12.10.2009
Proiectant de specialitateSC C.G DECADA PROIECT SRL
03/2011
Reabilitare,extindere si dotarea unei cladiri din Zona Metropolitana Constanta,localitatea Tuzla, in vederea utilizarii acesteia drept Centru pentru Tineri
str.Constantei nr.82 comuna Tuzla
03/2011
Consiliul Local Tuzla
COSTEA CATALIN
GRINZI FUNDATIE Gf2' ; Gf3'
Nr . LUNGIMI IN ML .M O bare A UNEI PC52
asem. BARE 8 10 12 161 16 3 5,40 16,202 12 8 5,30 42,403 10 23 3,10 71,304 10 26 2,65 68,905 10 4 3,50 14,006 10 10 2,15 21,507 10 34 2,95 100,308 8 10 3,30 33,009 12 6 1,40 8,40
10 12 3 1,80 5,4011 8 26 1,40 36,4012 16 9 4,20 37,8013 8 30 0,40 12,0014 16 3 3,60 10,8015 10 4 2,20 8,8016 8 10 2,20 22,0017 16 9 2,60 23,40181920
LUNGIMI / O 103,40 284,80 56,20 88,20GREUT AT E / ML . 0,395 0,617 0,888 1,58GREUT AT E / O 41 176 50 140T OT AL GREUT AT E 407
S.C.BELL B.A.U. srlBd.TOMIS nr.93 Constanta
tel/fax 0241 672 088E-mail [email protected]
sef proiectproiectat
scara 1: 75
data:
Titlu plansa
Proiect
Beneficiar
Proiect nr.
Faza:
Marian Bell
format: A2
plansa nr: R.4.3
stamp.
verificator nume cerintasemnaturaA
O.M.839/12.10.2009
Proiectant de specialitateSC C.G DECADA PROIECT SRL
03/2011
Reabilitare,extindere si dotarea unei cladiri din Zona Metropolitana Constanta,localitatea Tuzla, in vederea utilizarii acesteia drept Centru pentru Tineri
str.Constantei nr.82 comuna Tuzla
03/2011
Consiliul Local Tuzla
COSTEA CATALIN
ARMARE GRINZI FUNDATIE GfB
NOTA: Pentru extras armatura vezi plansa R.4.3A
BETON C20/25OTEL OB37;PC52
GfB -40x105 -1 buc.
676.5-2,65
-1,50
1011
5
30~110
30 ~649
~110
5055
S7145
~3259
40
55
S5a
55~545
S5
3 4
600
55~545
S5
5
S6 S6
110 55 215 55 110
55
S5a
6
~545 55
S5a
625
600 600 752.5
540
60
26020
0S2
120120 229150
S2
4010
5
-1,50
30 80 120120 225 80 80
S2 S2 S2
120120 225 120120 225
~3214
4010
5
4010
5
-1,50469
465 465465
120 120 120
11 2
2
685 495 475 485etr.Ø10/20 etr.Ø10/20 etr.Ø10/20 etr.Ø10/20
17570
etr.Ø10/20 etr.Ø10/15 etr.Ø10/20
etr.Ø10/15etr.Ø10/20
etr.Ø10/20 etr.Ø10/20 etr.Ø10/20 etr.Ø10/20 etr.Ø10/20 etr.Ø10/20
etr.Ø10/20 etr.Ø10/20etr.Ø10/10
115
115
2Ø25 +2Ø20 L= 12,00 Pc52 11 2+2Ø25 +2Ø20 L= 7,20 Pc52 3 4+
2Ø25 +2Ø20 L= 7,20 Pc52
3 4+ 30
30
2Ø25 +2Ø20 L= 11,40 Pc52 5 6+
1110
20
1180
2Ø10
/20
L=2,
85 P
c52
245
20
20
2Ø10
/20
L=2,
95 P
c52
245
24
24
2x4Ø12 L= 3,00 Pc52 7jos
8080
80
2x4Ø12 L= 12,00 Pc52 8jos
2x4Ø12 L= 9,30 Pc52 9jos 10 2x4Ø12 L= 12,00 Pc52
110
44
Etr. Ø10/20 L= 3,30 Pc52
16
( ptr. sect. 1-1/2-2 )
33
22
221
1
11
montaj4Ø10 L= 12,00 Pc5211 montaj
4Ø10 L= 12,00 Pc521140 40
montaj4Ø10 L= 10,00 Pc5212
etr.Ø10/10 etr.Ø10/10 etr.Ø10/10 etr.Ø10/20etr.Ø10/10 etr.Ø10/10 etr.Ø10/10 etr.Ø10/10etr.Ø10/20 etr.Ø10/20etr.Ø8/20 etr.Ø8/20 etr.Ø8/20
4Ø20 L= 8,70 Pc5213 4Ø20 L= 7,20 Pc5214 4Ø20 L= 7,20 Pc5214
115
4Ø20 L= 7,20 Pc52144Ø20 L= 8,00 Pc52
770
15
16 16 1617 18 17 18 17 18 17 18 17 18
34
95
Etr. Ø10/ 20 L= 2,85 Pc52
15
95
Etr. Ø10/ 20 L= 2,50 Pc52
17
18
19 19 20 20 20 19 19
1920
212x5Ø8/20 L= 1,90 Pc52
repartitie2x5Ø8/20 L= 1,20 Pc52
repartitie222x5Ø8/20 L= 6,30 Pc52
repartitie23
80
212x5Ø8/20 L= 1,90 Pc52
repartitie
2x5Ø8/20 L= 1,20 Pc52 repartitie22
2520 2Ø20+1Ø16 L= 7,70 Pc52
75024 25+ 2Ø20+1Ø16 L= 7,00 Pc52
67526 27+
3Ø16 L= 7,00 Pc5228 25 2Ø20+1Ø16 L= 7,00 Pc52
6752726 +
202Ø20+1Ø16 L= 7,70 Pc52750
24 25+
1Ø20 L= 3,90 Pc52
20 37029 1Ø20 L= 4,60 Pc5230 1Ø20 L= 9,80 Pc5231 1Ø20 L= 5,40 Pc5232 20
1Ø20 L= 3,20 Pc52300
33
34 2Ø16 L= 2,50 Pc52
20 2301175
35 2Ø20 L= 12,00 Pc52
2520 20
36 2Ø16 L= 6,80 Pc52640 2
5 20
2Ø20 L= 4,00 Pc52380
38985
37 2Ø20 L= 10,10 Pc52
39 39 39 3940
39Etr. Ø10/10 si 20 L=1,40 Pc52
24
35
40Etr. Ø8/ 20 L=1,30 Pc52
20
35
34
2agf. Ø8/40 L=0,50 Pc5241
24
4agf. Ø8/mp L=0,40 Pc5242
20
4agf. Ø8/mp L=0,35 Pc5243
4 Ø12 4 Ø12
4Ø10
PAT PIETRIS 10cmHIDROIZOLATIE - TEFOND
PARD. SLAB ARMATAPLASA #Ø6/10/10
1010
190
40
15
40
-0,05
-1,95
beton de egalizare
1050
5514
5
-2,65
-1,50
2x5Ø8/20
40
30
5 5
2Ø25 2Ø20
4Ø20
1Ø20 2Ø16( 2Ø20)
1-1
4 Ø12 4 Ø12
4Ø10
PAT PIETRIS 10cmHIDROIZOLATIE - TEFOND
PARD. SLAB ARMATAPLASA #Ø6/10/10
1010
190
40
15
40
-0,05
-1,95
beton de egalizare
1050
5514
5
-2,65
-1,50
40
2Ø25 2Ø20
4Ø20
1Ø20 2Ø20
2-2
105
30
40
2Ø20 1Ø16
2Ø20 1Ø16
4 Ø12 4 Ø12
4Ø10
PAT PIETRIS 10cmHIDROIZOLATIE - TEFOND
PARD. SLAB ARMATAPLASA #Ø6/10/10
1010
190
40
15
40
-0,05
-1,95
beton de egalizare
1050
5514
5
-2,65
-1,50
2x5Ø8/20 25
7,5 7,5
2Ø25 2Ø20
4Ø20
1Ø20 2Ø16
3-3
3Ø16
120120
vezi armare grinda GfA
38Etr. Ø10/10 si 20 L=1,40 Pc52
24
35 39Etr. Ø8/ 20 L=1,30 Pc52
20
35
110
44
Etr. Ø10/20 L= 3,30 Pc52
16
( ptr. sect. 1-1/2-2 )
EXTRAS ARMATURA
S.C.BELL B.A.U. srlBd.TOMIS nr.93 Constanta
tel/fax 0241 672 088E-mail [email protected]
sef proiectproiectat
scara 1: 75
data:
Titlu plansa
Proiect
Beneficiar
Proiect nr.
Faza:
Marian Bell
format: A4
plansa nr: R.4.3A
stamp.
verificator nume cerintasemnaturaA
O.M.839/12.10.2009
Proiectant de specialitateSC C.G DECADA PROIECT SRL
03/2011
Reabilitare,extindere si dotarea unei cladiri din Zona Metropolitana Constanta,localitatea Tuzla, in vederea utilizarii acesteia drept Centru pentru Tineri
str.Constantei nr.82 comuna Tuzla
03/2011
Consiliul Local Tuzla
COSTEA CATALIN
GRINZI FUNDATIE GfB
160
160
160
Nr . LUNGIMI IN ML .M O bare A UNEI PC52
asem. BARE 8 10 12 16 20 251 25 2 12,00 24,002 20 2 12,00 24,003 25 4 7,20 28,804 20 4 7,20 28,805 25 2 11,40 22,806 20 2 11,40 22,807 12 8 3,00 24,008 12 8 12,00 96,009 12 8 9,30 74,40
10 12 8 12,00 96,0011 10 8 12,00 96,0012 10 4 10,00 40,0013 20 4 8,70 34,8014 20 12 7,20 86,4015 20 4 8,00 32,0016 10 93 3,30 306,9017 10 165 2,85 470,2518 10 165 2,50 412,5019 10 38 2,95 112,1020 10 40 2,85 114,0021 8 20 1,90 38,0022 8 20 1,20 24,0023 8 10 6,30 63,0024 20 4 7,70 30,8025 16 2 7,70 15,4026 20 4 7,00 28,0027 16 2 7,00 14,0028 16 3 7,00 21,0029 20 1 3,90 3,9030 20 1 4,60 4,6031 20 1 9,80 9,8032 20 1 5,40 5,4033 20 1 3,20 3,2034 16 2 2,50 5,0035 20 2 12,00 24,0036 16 2 6,80 13,6037 20 2 10,1038 20 2 4,00 8,0039 10 163 1,40 228,2040 8 20 1,30 26,0041 8 150 0,50 75,0042 8 20 0,40 8,0043 8 20 0,354445
LUN GIMI / O 462,20 1559,75 290,40 55,40 352,10 75,60GR EUT AT E / ML . 0,395 0,617 0,888 1,58 2,47 3,86GR EUT AT E / O 183 963 258 88 870 292T OT AL GR EUT AT E 2654
S.C.BELL B.A.U. srlBd.TOMIS nr.93 Constanta
tel/fax 0241 672 088E-mail [email protected]
sef proiectproiectat
scara 1: 75
data:
Titlu plansa
Proiect
Beneficiar
Proiect nr.
Faza:
Marian Bell
format: A2
plansa nr: R.4.4
stamp.
verificator nume cerintasemnaturaA
O.M.839/12.10.2009
Proiectant de specialitateSC C.G DECADA PROIECT SRL
03/2011
Reabilitare,extindere si dotarea unei cladiri din Zona Metropolitana Constanta,localitatea Tuzla, in vederea utilizarii acesteia drept Centru pentru Tineri
str.Constantei nr.82 comuna Tuzla
03/2011
Consiliul Local Tuzla
COSTEA CATALIN
ARMARE GRINZI FUNDATIE GfC
NOTA: Pentru extras armatura vezi plansa R.4.4A
GfC -65x105 /50x105 -1 buc.
600
-2,65
-1,50
1011
5
5055
145
~3680.5
40
3 4 5
S16
6
600
40
60
26020
0K1
40
-1,50
~3335
40 40
11 2
2
etr.Ø12/20 etr.Ø12/20 etr.Ø12/20 etr.Ø12/20 etr.Ø10/20 etr.Ø10/20
3 33
33
23 29 2925 26 25 26 25 26 27 28 27 28
2043 43
21 7 8
300
S11
67.5
50
S15 K1 K1 S15 S15 S15K1 K1 K1 K1 K1 K1105
600 600 600 318
S11
17.5 27.5 30 30
5
62.5
17.562.5
S17
17.527.5
( desfasurat)etr.Ø10/20
45 242.5 60 540 60 540 60 540 60 542.5 55 545 45 238 80
120 30 220 100 220 220 100 220 220 100 220 220 100 222.511
363
-1,50105
2Ø10
/20
L=2,
95 P
c52
245
24
24
30
etr.Ø8/20etr.Ø8/20etr.Ø8/20etr.Ø8/20etr.Ø8/20etr.Ø8/20etr.Ø8/20
11 3
3
20
304Ø20 L= 4,90 Pc52460
3030 3704Ø20 L= 4,30 Pc52
5
3Ø25 L= 12,00 Pc52 11
120
2 3Ø25 L= 11,60 Pc52
120
1202Ø25 + 2Ø20 L= 10,30 Pc52 6 7+
30
1130
120 120
4Ø20 L= 4,20 Pc52
30390
8
9
3 2Ø20 L= 8,50 Pc52
jos josjos
jos
jos
jos
josjos
josjos
jos
jos
josjos
josjos
jos
jos
jos
4 2Ø20 L= 12,00 Pc52 5 2Ø20 L= 5,60 Pc52
2x6Ø12 L= 12,00 Pc52 jos
2x6Ø12 L= 11,00 Pc52 jos
8010 11
2x6Ø10 L= 13,00 Pc52 jos
12
2x6Ø10 L= 4,60 Pc52 13
4Ø10 L= 12,00 Pc52
40
montaj
4Ø10 L= 10,70 Pc52 montaj
14 4Ø10 L= 10,70 Pc52 montaj
14
15
4Ø10 L= 3,00 Pc52 montaj 16
5Ø20 L= 10,00 Pc52
30 9705Ø20 L= 7,20 Pc52
30
7205Ø20 L= 7,50 Pc52 17 18 19
4Ø20 L= 7,40 Pc52 20
120 30690
21 4Ø20 L= 7,20 Pc52
22
24 23 24
30 30 30 30 3030 30 30 30 3031
31 2x5Ø8/20 L= 5,20 Pc52 repartitie
32 2x5Ø8/20 L= 4,90 Pc52 repartitie
32 32 32 33 34
32 2x5Ø8/20 L= 4,90 Pc52 repartitie
32 2x5Ø8/20 L= 4,90 Pc52 repartitie
33 2x5Ø8/20 L= 8,30 Pc52 repartitie
342x5Ø8/20 L= 3,00 Pc52
repartitie
2020 3502x3Ø16 L= 3,90 Pc52
sus/jos
203Ø16 L= 9,90 Pc52 3520
970 jos3Ø16 L= 7,00 Pc52 36
jos
100 100 100 1003Ø16 L= 7,00 Pc52 36
jos3Ø16 L= 7,00 Pc52 36
jos3Ø16 L= 6,90 Pc52 37
jos670
20
3Ø16 L= 6,00 Pc52 580 60
39sus
3Ø16 L= 7,80 Pc52 40
60
3Ø16 L= 6,60 Pc52 41
60sus3Ø16 L= 6,60 Pc52 41
sus sus60
20
3Ø16 L= 9,00 Pc52 880 sus
42
43
43Etr. Ø8/10 si 20 L=1,40 Pc52
24
35
( pe zona golurilor se indesesc la 10cm)
38
59
2agf. Ø8/40 L=0,80 Pc5244
24
4agf. Ø8/mp L=0,40 Pc5246
4agf. Ø8/mp L=0,40 Pc52
44
2agf. Ø8/40 L=0,65 Pc5245
1-1
6Ø12
3Ø25 2Ø20
5Ø20
4Ø10
6Ø12
190
40
15
-0,05
2x5Ø8/20 30
17,5 17,5
3Ø16
3Ø16
PAT PIETRIS 10cmHIDROIZOLATIE - TEFOND
PARD. SLAB ARMATAPLASA #Ø6/10/10
1010
-1,95
1050
5514
5
-2,65
-1,50
6060
beton de egalizare 185
20 20
Ø12/20 L= 2,15 Pc52 175
23
20 20
Ø10/20 L= 2,15 Pc52 175
24
58
95
Etr. Ø12/ 20 L= 3,35 Pc5225
Etr. Ø10/ 20 L= 2,80 Pc52
2630
95
2-2
6Ø12
3Ø25 2Ø20
5Ø20
4Ø10
6Ø12
190
40
15
-0,05
30
17,5 17,5
3Ø16
3Ø16
PAT PIETRIS 10cmHIDROIZOLATIE - TEFOND
PARD. SLAB ARMATAPLASA #Ø6/10/10
1010
-1,95
1050
5514
5
-2,65
-1,50
6060
beton de egalizare 185
20 20
Ø12/20 L= 2,15 Pc52 175
23
20 20
Ø10/20 L= 2,15 Pc52 175
24
65 105
43Etr. Ø8/10 si 20 L=1,40 Pc52
24
35
( pe zona golurilor se indesesc la 10cm)
2Ø25(2Ø20) 2Ø20
4Ø10
6Ø10 6Ø10
PAT PIETRIS 10cmHIDROIZOLATIE - TEFOND
PARD. SLAB ARMATAPLASA #Ø6/10/10
1010
190
-1,95
40
15
-0,05
2x5Ø8/20 30
10 104Ø20
3Ø16
3Ø16
1050
5514
5
-2,65
-1,50
beton de egalizare
5050
3-3
Etr. Ø10/20 L= 3,90 Pc52 29140
44
150
44
95
Etr. Ø10/ 20 L= 3,10 Pc52
18
95
Etr. Ø10/ 20 L= 2,55 Pc52
27
28
EXTRAS ARMATURA
S.C.BELL B.A.U. srlBd.TOMIS nr.93 Constanta
tel/fax 0241 672 088E-mail [email protected]
sef proiectproiectat
scara 1: 75
data:
Titlu plansa
Proiect
Beneficiar
Proiect nr.
Faza:
Marian Bell
format: A4
plansa nr: R.4.4A
stamp.
verificator nume cerintasemnaturaA
O.M.839/12.10.2009
Proiectant de specialitateSC C.G DECADA PROIECT SRL
03/2011
Reabilitare,extindere si dotarea unei cladiri din Zona Metropolitana Constanta,localitatea Tuzla, in vederea utilizarii acesteia drept Centru pentru Tineri
str.Constantei nr.82 comuna Tuzla
03/2011
Consiliul Local Tuzla
COSTEA CATALIN
GRINZI FUNDATIE GfC
120120
Nr . LUNGIMI IN ML .M O bare A UNEI PC52
asem. BARE 8 10 12 16 20 251 25 3 12,00 36,002 25 3 11,60 34,803 20 2 8,50 17,004 20 2 12,00 24,005 20 2 5,60 11,206 25 2 10,30 20,607 20 2 10,30 20,608 20 4 4,20 16,809 20 4 4,90 19,60
10 12 12 11,00 132,0011 12 12 12,00 144,0012 10 12 13,00 156,0013 10 12 4,60 55,2014 10 8 10,70 85,6015 10 4 12,00 48,0016 10 4 3,00 12,0017 20 5 10,00 50,0018 20 5 7,20 36,0019 20 5 7,50 37,5020 20 4 7,40 29,6021 20 4 7,20 28,8022 20 4 4,30 17,2023 12 110 2,15 236,5024 10 110 2,15 236,5025 12 100 3,25 325,0026 10 100 2,80 280,0027 10 70 3,10 217,0028 10 70 2,55 178,5029 10 75 3,90 292,5030 10 260 2,95 767,0031 8 10 5,20 52,0032 8 30 4,90 147,0033 8 10 8,30 83,0034 8 10 3,00 30,0035 16 3 9,90 29,7036 16 9 7,00 63,0037 16 3 6,90 20,7038 16 6 3,90 23,4039 16 3 6,00 18,0040 16 3 7,80 23,4041 16 6 6,60 39,6042 16 3 9,00 27,0043 8 170 1,40 238,0044 8 100 0,80 80,0045 8 70 0,65 45,5046 8 100 0,40 40,004748
LUNGIMI / O 715,50 2328,30 837,50 244,80 308,30 91,40GREUTAT E / ML . 0,395 0,617 0,888 1,58 2,47 3,86GREUTAT E / O 283 1437 744 387 762 353T OTAL GREUT AT E 3966
S.C.BELL B.A.U. srlBd.TOMIS nr.93 Constanta
tel/fax 0241 672 088E-mail [email protected]
sef proiectproiectat
scara 1: 75
data:
Titlu plansa
Proiect
Beneficiar
Proiect nr.
Faza:
Marian Bell
format: A2
plansa nr: R.4.5
stamp.
verificator nume cerintasemnaturaA
O.M.839/12.10.2009
Proiectant de specialitateSC C.G DECADA PROIECT SRL
03/2011
Reabilitare,extindere si dotarea unei cladiri din Zona Metropolitana Constanta,localitatea Tuzla, in vederea utilizarii acesteia drept Centru pentru Tineri
str.Constantei nr.82 comuna Tuzla
03/2011
Consiliul Local Tuzla
COSTEA CATALIN
ARMARE GRINZI FUNDATIE Gfcd
Gfcd -50x105 -1 buc.
600-2,65
-1,50
1011
5
5055
145
~2250
45
3 4
K3
45
-1,50
11
etr.Ø10/20 etr.Ø10/20 etr.Ø10/20 etr.Ø10/20
12 13 14 13 14 13 14
24
21
57.5
40
S2
17.5 12.520 20
-1,50100
etr.Ø10/20
12
24
5
S2 S2
15 15
600 600 92.5
30 267.5 40 565 30
15 15 15 15
77.5
570 30 57030
2132.5
etr.Ø10/10 140 140285etr.Ø10/10 etr.Ø10/10 etr.Ø10/20
140 140290etr.Ø10/10 etr.Ø10/10 etr.Ø10/20
140 140290etr.Ø10/10 etr.Ø10/10
4Ø20 L= 7,50 Pc52 1jos 120 120720
2030 4Ø20 L= 7,20 Pc52
2jos
4Ø20 L= 10,80 Pc52 3jos1050
30
2x4Ø12 L= 11,80 Pc52 jos
4801160
2x4Ø12 L= 11,80 Pc52 jos
41160
40
4Ø10 L= 11,10 Pc52 montaj
5 4Ø10 L= 11,10 Pc52 montaj
5
300
20
30 130 1302Ø20 + 2Ø25 L= 10,10 Pc52
9806 7+ 2Ø20 + 2Ø25 L= 7,30 Pc52
8 9+2Ø20 + 2Ø25 L= 7,80 Pc52
750 30
10 11+
25
9090
25
11
11
11
3Ø20 L= 9,80 Pc52 955
153Ø20 L= 7,00 Pc52 16 3Ø20 L= 6,80 Pc52
17655
25 25
190 190 190 190 190 190
25
1Ø25 L= 5,40 Pc52 18
25 5151Ø25 L= 4,10 Pc52 19 1Ø25 L= 4,10 Pc52 19 1Ø25 L= 2,50 Pc52 20 225
2Ø20 L= 6,70 Pc52 645
21 60 602Ø20 L= 6,60 Pc52 22 2Ø20 L= 9,70 Pc52
94523
2424 100
45
24
Etr. Ø10/10 si 20 L=1,50 Pc52
24
40
44
95
Etr. Ø10/ 20 L= 3,05 Pc52
18
95
Etr. Ø10/ 20 L= 2,50 Pc52
13
14
110
44
Etr. Ø10/20 L= 3,30 Pc52
12 44
2agf. Ø8/40 L=0,65 Pc5225
BETON C20/25OTEL OB37;PC52
4Ø20
4Ø10
4Ø12 4Ø12
PAT PIETRIS 10cmHIDROIZOLATIE - TEFOND
PARD. SLAB ARMATAPLASA #Ø6/10/10
1010
190
-1,95
45
15
-0,05
2Ø20
2Ø20
3Ø20
1050
5514
5
-2,65
-1,50
beton de egalizare
35 35
1-1
Etr. Ø10/20 L= 3,30 Pc52121104
4
120
100
1Ø25
502Ø25
24
Etr. Ø10/10 si 20 L=1,50 Pc52
24
40
44
95
Etr. Ø10/ 20 L= 3,05 Pc52
18
95
Etr. Ø10/ 20 L= 2,50 Pc52
13
14
Nr . LUNGIMI IN ML .M O bare A UNEI PC52
asem. BARE 8 10 12 20 251 20 4 7,50 30,002 20 4 7,20 28,803 20 4 10,80 43,204 12 16 11,80 188,805 10 8 11,10 88,806 20 2 10,10 20,207 25 2 10,10 20,208 20 2 7,30 14,609 25 2 7,30 14,60
10 20 2 7,80 15,6011 25 2 7,80 15,6012 10 100 3,30 330,0013 10 100 3,05 305,0014 10 100 2,50 250,0015 20 3 9,80 29,4016 20 3 7,00 21,0017 20 3 6,80 20,4018 25 1 5,40 5,4019 25 2 4,10 8,2020 25 1 2,50 2,5021 20 2 6,70 13,4022 20 2 6,60 13,2023 20 2 9,70 19,4024 10 155 1,50 232,5025 8 100 0,65 65,002627
LU NGIMI / O 65,00 1206,30 188,80 269,20 66,50GREUT AT E / ML . 0,395 0,617 0,888 2,47 3,86GREUT AT E / O 26 745 168 665 257T OT AL GR EU T AT E 1861
S.C.BELL B.A.U. srlBd.TOMIS nr.93 Constanta
tel/fax 0241 672 088E-mail [email protected]
sef proiectproiectat
scara 1: 75
data:
Titlu plansa
Proiect
Beneficiar
Proiect nr.
Faza:
Marian Bell
format: A2
plansa nr: R.4.6
stamp.
verificator nume cerintasemnaturaA
O.M.839/12.10.2009
Proiectant de specialitateSC C.G DECADA PROIECT SRL
03/2011
Reabilitare,extindere si dotarea unei cladiri din Zona Metropolitana Constanta,localitatea Tuzla, in vederea utilizarii acesteia drept Centru pentru Tineri
str.Constantei nr.82 comuna Tuzla
03/2011
Consiliul Local Tuzla
COSTEA CATALIN
ARMARE GRINZI FUNDATIE GfD
GfD -50x105 -1 buc.
600-2,65
-1,50
1011
5
5055
145
~3720
45
3 4
K3
45
-1,50
11
etr.Ø10/20 etr.Ø10/20 etr.Ø10/20 etr.Ø10/20
14 15 16 15 16 15 16
21
21
57.5
40
S2
17.5 12.520 20
-1,50100
etr.Ø10/20
14
21
5
S2 S2
15 15
600
30 267.5 40 565 30
15 15 15 15
570 30 57030
3635
etr.Ø10/10 140 140285etr.Ø10/10 etr.Ø10/10 etr.Ø10/20
140 140290etr.Ø10/10 etr.Ø10/10 etr.Ø10/20
140 140290etr.Ø10/10 etr.Ø10/10
4Ø20 L= 7,50 Pc52 1jos 120 120720
2030 4Ø20 L= 7,20 Pc52
2jos
4Ø20 L= 7,20 Pc52 2jos
2x4Ø12 L= 11,80 Pc52 jos
5801160
2x4Ø12 L= 11,80 Pc52 jos
51160
4Ø10 L= 12,00 Pc52 montaj
8
20
30 130 1302Ø20 + 2Ø25 L= 10,10 Pc52
9809 + 2Ø20 + 2Ø25 L= 7,30 Pc52
25
90
25
11
11
11
3Ø20 L= 9,80 Pc52 955
223Ø20 L= 7,00 Pc52 23 3Ø20 L= 9,80 Pc52 22
955
25
25
190 190 190 190 190 190
1Ø25 L= 5,40 Pc52 24
25 5151Ø25 L= 4,10 Pc52 25 1Ø25 L= 4,10 Pc52 25
2Ø20 L= 6,70 Pc52 645
28 602Ø20 L= 6,60 Pc52 29
2Ø20 L= 6,70 Pc52 645
28
2121 100
45
BETON C20/25OTEL OB37;PC52
4Ø20
4Ø10
4Ø12 4Ø12
PAT PIETRIS 10cm
HIDROIZOLATIE - TEFOND
PARD. SLAB ARMATAPLASA #Ø6/10/10
1010
190
-1,95
45
15
-0,05
2Ø20
2Ø20
3Ø20
1050
5514
5
-2,65
-1,50
beton de egalizare
35 35
1-1
Etr. Ø10/20 L= 3,30 Pc52141104
4
120
100
1Ø25
502Ø25
21
Etr. Ø10/10 si 20 L=1,50 Pc52
24
40
44
95
Etr. Ø10/ 20 L= 3,05 Pc52
18
95
Etr. Ø10/ 20 L= 2,50 Pc52
15
16
300 600
6 7 8
S16
55
S11
4517.5
S19S2S2
80 130 80130125
557,527.527.5etr.Ø10/20
etr.Ø10/10 etr.Ø10/10etr.Ø10/20
etr.Ø10/2017.5
27.537.5
545 245 55
540
100
45
21 21
21
etr.Ø10/20600
etr.Ø10/20600 300 62.5
-1,50385
15 16 15 16 15 1617 17
18 1819 20
6026
0200
2Ø10
/20
L=2,
95 P
c52
245
24
24
18
4Ø20 L= 7,20 Pc52 2jos
120
4Ø25 L= 7,20 Pc52 3jos120 120
4Ø20 L= 7,50 Pc52 jos
30
720
80
2x6Ø10 L= 10,50 Pc52 jos 2
0
jos 7002x6Ø10 L= 7,20 Pc52
4Ø10 L= 12,00 Pc52 montaj
8 4Ø10 L= 12,00 Pc52 montaj
8
2Ø20 + 2Ø25 L= 7,30 Pc52
130 130
2Ø20 + 2Ø25 L= 7,30 Pc52 4Ø20 L= 10,10 Pc52
3098013
90
3Ø20 L= 7,00 Pc52 2390
3Ø20 L= 7,00 Pc52 23
100
1Ø25 L= 4,10 Pc52 25 1Ø20 L= 4,40 Pc52 26
120
60
2Ø20 L= 6,60 Pc52 29 2Ø20 L= 6,60 Pc52 29
2Ø20 L= 6,60 Pc52 29
1Ø20 L= 5,50 Pc52 27
25525
60 60 60
19
202x5Ø8/20 L= 6,90 Pc52
repartitie 2x5Ø8/20 L= 3,80 Pc52 repartitie
22
22
Etr. Ø10/20 L= 3,90 Pc52 17140
44
44
2agf. Ø8/40 L=0,65 Pc5230
24
4agf. Ø8/mp L=0,40 Pc5231
4agf. Ø8/mp L=0,40 Pc52
4Ø25(4Ø20)
4Ø10
6Ø10 6Ø10
PAT PIETRIS 10cmHIDROIZOLATIE - TEFOND
PARD. SLAB ARMATAPLASA #Ø6/10/10
1010
190
-1,95
40
15
-0,05
2x5Ø8/20 30
10 104Ø20
3Ø20
3Ø20
1050
5514
5
-2,65
-1,50
beton de egalizare
5050
2-2
Etr. Ø10/20 L= 3,90 Pc52 17140
44
150
NOTA: Pentru extras armatura vezi plansa R.4.6A
21
Etr. Ø10/10 si 20 L=1,50 Pc52
24
40
44
95
Etr. Ø10/ 20 L= 3,05 Pc52
18
95
Etr. Ø10/ 20 L= 2,50 Pc52
15
16
EXTRAS ARMATURA
S.C.BELL B.A.U. srlBd.TOMIS nr.93 Constanta
tel/fax 0241 672 088E-mail [email protected]
sef proiectproiectat
scara 1: 75
data:
Titlu plansa
Proiect
Beneficiar
Proiect nr.
Faza:
Marian Bell
format: A4
plansa nr: R.4.6A
stamp.
verificator nume cerintasemnaturaA
O.M.839/12.10.2009
Proiectant de specialitateSC C.G DECADA PROIECT SRL
03/2011
Reabilitare,extindere si dotarea unei cladiri din Zona Metropolitana Constanta,localitatea Tuzla, in vederea utilizarii acesteia drept Centru pentru Tineri
str.Constantei nr.82 comuna Tuzla
03/2011
Consiliul Local Tuzla
COSTEA CATALIN
GRINZI FUNDATIE GfD
4
67
1011 12+ 11 12+ 11 12+
Nr . LUNGIMI IN ML .M O bare A UNEI PC52
asem. BARE 8 10 12 20 251 20 4 7,50 30,002 20 12 7,20 86,403 25 4 7,20 28,804 20 4 7,50 30,005 12 8 11,80 94,406 10 12 10,50 126,007 10 12 7,20 86,408 10 12 12,00 144,009 20 2 10,10 20,20
10 25 2 10,10 20,2011 20 6 7,30 43,8012 25 6 7,30 43,8013 20 4 10,10 40,4014 10 100 3,30 330,0015 10 170 3,05 518,5016 10 170 2,50 425,0017 10 70 3,90 273,0018 10 92 2,95 271,4019 8 10 6,90 69,0020 8 10 3,80 38,0021 10 227 1,50 340,5022 20 6 9,80 58,8023 20 9 7,00 63,0024 25 1 5,40 5,4025 25 3 4,10 12,3026 20 1 4,40 4,4027 20 1 5,50 5,5028 20 4 6,70 26,8029 20 8 6,60 52,8030 8 150 0,65 97,5031 8 30 0,45 13,503233
LUNGIMI / O 218,00 2514,80 94,40 462,10 110,50GREUT AT E / ML . 0,395 0,617 0,888 2,47 3,86GREUT AT E / O 87 1552 84 1142 427T OT AL GREUT AT E 3292
S.C.BELL B.A.U. srlBd.TOMIS nr.93 Constanta
tel/fax 0241 672 088E-mail [email protected]
sef proiectproiectat
scara 1: 75
data:
Titlu plansa
Proiect
Beneficiar
Proiect nr.
Faza:
Marian Bell
format: A2
plansa nr: R.4.7
stamp.
verificator nume cerintasemnaturaA
O.M.839/12.10.2009
Proiectant de specialitateSC C.G DECADA PROIECT SRL
03/2011
Reabilitare,extindere si dotarea unei cladiri din Zona Metropolitana Constanta,localitatea Tuzla, in vederea utilizarii acesteia drept Centru pentru Tineri
str.Constantei nr.82 comuna Tuzla
03/2011
Consiliul Local Tuzla
COSTEA CATALIN
ARMARE GRINZI FUNDATIE GfE
GfE -65x105 -1 buc.
BETON C20/25OTEL OB37;PC52
600
-2,65
-1,50
1011
5
5055
145
~2360
40
3 4 5
40
-1,50
~2147.5
1
etr.Ø12/20 etr.Ø12/20 etr.Ø12/20 etr.Ø12/20
14 17 18 17 18
21
300
S11
57.5
40
S14 S2 S15 S15 S15
600 600 202.5
17.5 27.5 35 3545 237.5 70 535 60 540 60 540 60
105
etr.Ø10/10etr.Ø10/10etr.Ø10/10etr.Ø10/10
122.5
3Ø25 L= 7,50 Pc52 1
120
3 3Ø25 L= 12 ,00 Pc52 30
1170
120 120
4 2Ø20 L= 8,70 Pc52
jos
josjos
jos
jos
5 2Ø20 L= 12,00 Pc52 6 2Ø20 L= 5,90 Pc52
2x6Ø12 L= 12,00 Pc52 jos
2x6Ø12 L= 12,00 Pc52 jos
404Ø10 L= 11,50 Pc52
montaj4Ø10 L= 11,50 Pc52
montaj
5Ø25 L= 10,00 Pc52
30 9702Ø25 +3Ø20 L= 7,20 Pc52
30810
10
22 2x5Ø8/20 L= 15,00 Pc52 repartitie
3Ø20 L= 10,00 Pc52 2630
970 jos2Ø20+1Ø16 L= 7,00 27
jos
100 100
jos
30
3Ø20 L= 5,80 Pc52 550 60
31sus
60sus sus
120120
etr.Ø12/20
1090 55 90
7.590 55 90 55 90 55 90
7.57.590559055905590
7.5
10
140
14x3
Ø12
L=1
,5 P
c52
30
120720
3Ø25 L= 7,20 Pc52 2
30
840
30
560
50
7 7
8 8
9 11+ 2Ø25 +3Ø20 L= 8,40 Pc52 12 13+
1
11
22
17 18 15
22
15 16
22
33
2Ø10
/20
L=2,
95 P
c52
245
24
24
192Ø
10/2
0 L=
2,15
Pc5
2
24
24
165
20
21
3Ø12 L= 3,50 Pc52 23
24 3Ø12 L= 12,00 Pc52
25
2525 25
28+ 302Ø20+1Ø16 L= 7,10 Pc52 29 30+
680
2Ø20+1Ø16 L= 7,60 32 33+
252.5
2Ø20+1Ø16 L= 9,90 34 35+
960 30
1-1
6Ø12
3Ø25 2Ø20
5Ø25
4Ø10
6Ø12
190
40
15
-0,05
30
35
3Ø20
3Ø20
PAT PIETRIS 10cmHIDROIZOLATIE - TEFOND
PARD. SLAB ARMATAPLASA #Ø6/10/10
1010
-1,95
1050
5514
5
-2,65
-1,50
6075~250
beton de egalizare 200
20 20
Ø14/20 Lvar = 2,90 ~ 4,10 Pc52 var. 250 ~ 370
20 20
65 105
58
95
Etr. Ø12/ 20 L= 3,35 Pc5217
Etr. Ø10/ 20 L= 2,80 Pc52
1830
95
25Etr. Ø10/10 L=1,40 Pc52
24
35
25Etr. Ø10/10 L=1,40 Pc52
24
35 59
2agf. Ø8/40 L=0,80 Pc5236
24
4agf. Ø8/mp L=0,40 Pc5237
4agf. Ø8/mp L=0,40 Pc52
var. 250 ~ 370Ø14/20 Lvar = 2,90 ~ 4,10 Pc52
+ var. 55 ~ 175
14
14
2-2
6Ø12
3Ø25 2Ø20
3Ø20
4Ø10
6Ø12
40
15
-0,05
35
2Ø20
2Ø20
-1,95
1050
5514
5
-2,65
-1,50
6075
beton de egalizare 200
20 20
Ø12/20 L= 2,30 Pc52 190
15
20 20
Ø12/20 L= 2,30 Pc52 190
15
1Ø16
1Ø16
2x5Ø8/20 30
2Ø25
Tefo
nd
CTA -0,95
2-2
6Ø12
3Ø25 2Ø20
3Ø20
4Ø10
6Ø12
40
15
-0,05
35
2Ø20
2Ø20
-1,95
1050
5514
5
-2,65
-1,50
60
beton de egalizare
1Ø16
1Ø16
2x5Ø8/20 30
2Ø25
200
20 20
20 20365Ø14/20 L = 4,05 Pc52
16
16
75 ~170
~170
-2,05
365Ø14/20 L = 4,05 Pc52
Nr . LUNGIMI IN ML .M O bare A UNEI PC52
asem. BARE 8 10 12 14 16 20 251 25 3 7,50 22,502 25 3 7,20 21,603 25 3 12,00 36,004 20 2 8,70 17,405 20 2 12,00 24,006 20 2 5,90 11,807 12 24 12,00 288,008 10 8 11,50 92,009 25 5 10,00 50,00
10 25 2 7,20 14,4011 20 3 7,20 21,6012 25 2 8,40 16,8013 20 3 8,40 25,2014 14 72 4,10 295,2015 12 106 2,30 243,8016 14 56 4,05 226,8017 12 110 3,35 368,5018 10 110 2,80 308,0019 10 42 2,95 123,9020 10 100 2,15 215,0021 12 42 1,50 63,0022 8 10 15,00 150,0023 12 3 3,50 10,5024 12 3 12,00 36,0025 10 185 1,40 259,0026 20 3 10,00 30,0027 20 2 7,00 14,0028 16 1 7,00 7,0029 20 2 7,10 14,2030 16 1 7,10 7,1031 20 3 5,80 17,4032 20 2 7,60 15,2033 16 1 7,60 7,6034 20 2 9,90 19,8035 16 1 9,90 9,9036 8 100 0,80 80,0037 8 50 0,40 20,00383940
LUN GIMI / O 250,00 997,90 1009,80 522,00 31,60 210,60 161,30GREUT AT E / ML . 0,395 0,617 0,888 1,21 1,58 2,47 3,86GREUT AT E / O 99 616 897 632 50 521 623T OT AL GREUT AT E 3438
variabil
S.C.BELL B.A.U. srlBd.TOMIS nr.93 Constanta
tel/fax 0241 672 088E-mail [email protected]
sef proiectproiectat
scara 1: 75
data:
Titlu plansa
Proiect
Beneficiar
Proiect nr.
Faza:
Marian Bell
format: A2
plansa nr: R.4.8
stamp.
verificator nume cerintasemnaturaA
O.M.839/12.10.2009
Proiectant de specialitateSC C.G DECADA PROIECT SRL
03/2011
Reabilitare,extindere si dotarea unei cladiri din Zona Metropolitana Constanta,localitatea Tuzla, in vederea utilizarii acesteia drept Centru pentru Tineri
str.Constantei nr.82 comuna Tuzla
03/2011
Consiliul Local Tuzla
COSTEA CATALIN
ARMARE GRINZI FUNDATIE Gfef ; GfF
Gfef -40x105 -1 buc.
BETON C20/25OTEL OB37;PC52
-2,65
-1,50
1011
5
5055
145
~800
40 40
~605
etr.Ø10/20605
S12
40
40
S13
50
90 55 90
11 2
55
40 40
S2
100
500 55 35 30
90 75
155etr.Ø10/20
35
120
99°
1 4Ø20 L= 8,15 Pc52 jos
30
635
150
2 2x6Ø12 L= 7,45 Pc52 jos
20
725
150
99°
3 4Ø10 L= 7,00 Pc52 580 120
99° 150
30
4 4Ø20 L= 8,15 Pc52 635
7 6
10
140
5x3Ø
12 L
=1,5
Pc5
2
2Ø10
/20
L=2,
95 P
c52
245
24
24
2Ø10
/20
L=2,
15 P
c52
24
24
165
99° 110
9 8
2x5Ø8/20 L= 7,30 Pc52 repartitie5
10
3Ø12 L= 5,50 Pc52 11
20
2x2Ø20 +2x1Ø16 L= 7,25 Pc52 595 sus/jos
etr.Ø10/20
12 13+
40
-0,0514
14Etr. Ø10/10 si 20 L=1,40 Pc52
24
35
34
2agf. Ø8/40 L=0,55 Pc5215
24
4agf. Ø8/mp L=0,40 Pc5216
4agf. Ø8/mp L=0,40 Pc52
GfF -50x105 -1 buc.
~1930
5
k2
367.5
1535
6 7 8
S11
45
S11
4522.5
S20
22.522.5etr.Ø10/20 etr.Ø10/2022.537.5
555 240 55
540
40
etr.Ø10/20600
etr.Ø10/20600 62.5
43 44 43 44 43 4442 42
6026
0200
3
S20
17.5 37.528530
35
54055
15 50
-0,30
175
6010
300
17.5
-2,65
10
140
12x3
Ø12
L=1
,5 P
c52
2Ø10
/20
L=2,
95 P
c52
245
24
24
2Ø10
/20
L=2,
15 P
c52
24
24
165
9 8
102Ø10
/20
L=2,
90 P
c52
220
24
2455
1010
27.5 9047.5
9012.5
90 182.5
22
3
33
102.5 90 205 90 67.5 122.5 90
3Ø20 L= 4,60 Pc52 jos
30
43017
jos1050
30
120
2Ø20 + 2Ø25 L= 10,80 Pc52 18 19+
30
jos7202Ø20 + 2Ø25 L= 7,50 Pc52 20 21+
80
2x6Ø12 L= 10,20 Pc52 jos
20
1000
222x6Ø12 L= 10,20 Pc52
jos1000
22
20
40
4Ø10 L= 7,70 Pc52 4Ø10 L= 7,70 Pc52 2323 montaj montaj
25 2x5Ø8/20 L= 15,00 Pc52 repartitie24
2x8Ø8/20 L= 3,20 Pc52 repartitie
3Ø12 L= 4,50 Pc52 30 3Ø12 L= 1,80 31 3Ø12 L= 1,80 31 3Ø12 L= 1,80
32
32
24
3Ø20 L= 4,00 Pc52 38020 33
20
20
60952Ø20+1Ø16 L= 6,80 34
jos35+
660 2Ø20+1Ø16 L= 9,80 36
jos37+
960
20
20
2Ø20+1Ø16 L= 9,80 38 39+
960 sus2Ø20+1Ø16 L= 6,40 40 41+
620 sus
14Etr. Ø10/10 si 20 L=1,40 Pc52
24
35
44
2agf. Ø8/40 L=0,65 Pc5245
Etr. Ø10/20 L= 3,90 Pc52 42140
44
44
95
Etr. Ø10/ 20 L= 3,05 Pc52
18
95
Etr. Ø10/ 20 L= 2,50 Pc52
43
44
( pe zona golurilor se indesesc la 10cm) ( pe zona golurilor se indesesc la 10cm)
etr.Ø10/20
NOTA: Pentru extras armatura vezi plansa R.4.8A
EXTRAS ARMATURA
S.C.BELL B.A.U. srlBd.TOMIS nr.93 Constanta
tel/fax 0241 672 088E-mail [email protected]
sef proiectproiectat
scara 1: 75
data:
Titlu plansa
Proiect
Beneficiar
Proiect nr.
Faza:
Marian Bell
format: A4
plansa nr: R.4.8A
stamp.
verificator nume cerintasemnaturaA
O.M.839/12.10.2009
Proiectant de specialitateSC C.G DECADA PROIECT SRL
03/2011
Reabilitare,extindere si dotarea unei cladiri din Zona Metropolitana Constanta,localitatea Tuzla, in vederea utilizarii acesteia drept Centru pentru Tineri
str.Constantei nr.82 comuna Tuzla
03/2011
Consiliul Local Tuzla
COSTEA CATALIN
GRINZI FUNDATIE Gfef ; GfF
4Ø20
4Ø10
6Ø12 6Ø12
-1,95
40
15
-0,05
305 5
4Ø20
2Ø20
2Ø20
1050
5514
5
-2,65
-1,50
beton de egalizare
var45
1-1
1Ø16
1Ø16
3Ø12
40
CTA -0,95 Etr. Ø10/ 20 L= 2,80 Pc5234
95
6
Etr. Ø10/ 20 L= 2,45 Pc5215
95
7
Etr. Ø10/ 20 L= 2,80 Pc5234
95
6
Etr. Ø10/ 20 L= 2,45 Pc5215
95
7
3Ø20
6Ø12 6Ø12
-2,05
-0,30
30
3Ø20
1050
-2,65
beton de egalizare
55
2-2
CTA -0,95
2x8Ø8/20
175
30 6802Ø20 + 2Ø25 L= 7,10 Pc52 26 27+
105 309702Ø20 + 2Ø25 L= 10,00 Pc52 28 29+
2Ø20
4Ø10
6Ø12 6Ø12
-1,95
4015
-0,05
2x5Ø8/20 30
15 52Ø20
2Ø20
2Ø20
1050
5514
5
-2,65
-1,50
beton de egalizare
5050
3-3
Etr. Ø10/20 L= 3,90 Pc52 42140
44
1502Ø25
2Ø25
CTA -0,95
1Ø16
1Ø16
Nr . LUNGIMI IN ML .M O bare A UNEI PC52
asem. BARE 8 10 12 16 20 251 20 4 8,15 32,602 12 12 7,45 89,403 10 4 7,00 28,004 20 4 8,15 32,605 8 10 7,30 73,006 10 27 2,80 75,607 10 27 2,45 66,158 10 96 2,95 283,209 10 90 2,15 193,50
10 12 51 1,50 76,5011 12 3 5,50 16,5012 20 4 7,25 29,0013 16 2 7,25 14,5014 10 140 1,40 196,0015 8 50 0,55 27,5016 8 100 0,40 40,0017 20 3 4,60 13,8018 20 2 10,80 21,6019 25 2 10,80 21,6020 20 2 7,50 15,0021 25 2 7,50 15,0022 12 24 10,20 244,8023 10 8 7,70 61,6024 8 16 3,20 51,2025 8 10 15,00 150,0026 20 2 7,10 14,2027 25 2 7,10 14,2028 20 2 10,00 20,0029 25 2 10,00 20,0030 12 3 4,50 13,5031 12 9 1,80 16,2032 10 28 2,90 81,2033 20 3 4,00 12,0034 20 2 6,80 13,6035 16 1 6,80 6,8036 20 2 9,80 19,6037 16 1 9,80 9,8038 20 2 9,80 19,6039 16 1 9,80 9,8040 20 2 6,40 12,8041 16 1 6,40 6,4042 10 65 3,90 253,5043 10 70 3,05 213,5044 10 70 2,50 175,0045 8 130 0,65 84,504647
LUNGIMI / O 426,20 1627,25 456,90 47,30 256,40 70,80GREUT AT E / ML . 0,395 0,617 0,888 1,58 2,47 3,86GREUT AT E / O 169 1005 406 75 634 274T OT AL GREUT AT E 2563
2020
3Ø16 L= 4,20 Pc52 380
12
20
17 3Ø16 L= 2,60 Pc52 220 20
40
30 30
D.A.L.I.P.T.
D.D.E.
D.A.L.I.P.T.
D.D.E.
D.A.L.I.P.T.
D.D.E.
D.A.L.I.P.T.
D.D.E.
D.A.L.I.P.T.
D.D.E.
D.A.L.I.P.T.
D.D.E.
D.A.L.I.P.T.
D.D.E.
D.A.L.I.P.T.
D.D.E.
D.A.L.I.P.T.
D.D.E.
D.A.L.I.P.T.
D.D.E.
D.A.L.I.P.T.
D.D.E.
D.A.L.I.P.T.
D.D.E.
D.A.L.I.P.T.
D.D.E.
D.A.L.I.P.T.
D.D.E.
D.A.L.I.P.T.
D.D.E.
S.C.BELL B.A.U. srlBd.TOMIS nr.93 Constanta
tel/fax 0241 672 088E-mail [email protected]
sef proiect
proiectatscara 1: 75
data:
Titlu plansa
Proiect
Beneficiar
Proiect nr.
Faza:
Marian Bell
format: A2
plansa nr: R.4.9
stamp.
verificator nume cerintasemnaturaA
O.M.839/12.10.2009
Proiectant de specialitateSC C.G DECADA PROIECT SRL
03/2011
Reabilitare,extindere si dotarea unei cladiri din Zona Metropolitana Constanta,localitatea Tuzla, in vederea utilizarii acesteia drept Centru pentru Tineri
str.Constantei nr.82 comuna Tuzla
03/2011
Consiliul Local Tuzla
COSTEA CATALIN
ARMARE GRINZI FUNDATIE Gf1a ; Gf1b ; G2aBETON C20/25OTEL OB37;PC52
NOTA: Pentru extras armatura vezi plansa R.4.9A
Gf2 -50x105
855
50
50 50
45 40
114
15
5Gf2a -40x105
7,55
5
Gf1a -40x105
Gf1b -40x
105
Gf1 -50x105
4540
95
30
562.6
435
281.2
855
114
435
281.2
S730x80
S8
S9
S1030x75
S1145x45
S230x30
S1560x70
k530x30
20
var. 380
~ 530
2Ø14/20
Lvar =
4,00 ~ 5
,50 Pc5
2
sus/jos
1
8502Ø12/20 L = 8,90 Pc52
20
20
sus/jos
2
Gf1b -40x105 -1 buc.
755-2,65
-1,50
1011
5
50
30
45
5055
S2145
~855
40
755
7
4Ø16 L= 9,05 Pc52 845
30 30
montaj4Ø10 L= 7,10 Pc52
4Ø16 L= 8,10 Pc52
30 30
8
2x5Ø8/20 L= 7,40 Pc52 repartitie
20
10 2x3Ø16 L= 7,85 Pc52 745 sus/jos 20
etr.Ø10/20
jos
5
45
etr.Ø8/20
S10
100 75 397.53067.5 55
5
45
50
k5 S8
etr.Ø8/20 etr.Ø8/20-0,05
3
4
7505
6
2Ø10
/20
L=2,
95 P
c52
245
24
24
8
6 9
11
Etr. Ø10/ 20 L= 2,80 Pc5234
95
7
4Ø16
4Ø10
2Ø12/20 2Ø12/20
-1,95
40
15
-0,05
3055
4Ø16
3Ø16
3Ø16
1050
5514
5
-2,65
-1,50
beton de egalizare
var45
1-1
CTA -0,95 2x5Ø8/20
Etr. Ø8/ 20 L=1,40 Pc5224
35
34
2agf. Ø8/40 L=0,55 Pc5211
24
4agf. Ø8/mp L=0,40 Pc5212
4agf. Ø8/mp L=0,40 Pc52
245
~385
275
21530
5
45
50
S2
etr.Ø8/2030
330
~435
330
10030
9555
5
45
50
S7S8
etr.Ø8/2050
etr.Ø8/20
S9 550
55
9
8
2Ø10
/20
L=2,
95 P
c52
245
24
24
8
-2,65
-1,50
1011
5
5055
145
40
-0,05
20
17 2x3Ø16 L= 3,60 Pc52 320 sus/jos
Gf2a -40x105 -1 buc.
20
4Ø16 L= 4,85 Pc52 425
30
jos
3013
9
montaj4Ø10 L= 2,70 Pc52
14
30 30
15 4Ø16 L= 3,90 Pc52 330
2x5Ø8/20 L= 3,00 Pc52 repartitie16
16
7
Etr. Ø10/ 20 L= 2,80 Pc5234
95
7
Etr. Ø8/ 20 L=1,40 Pc5224
35 9
90
Gf1a -40x105 -1 buc.
11
11
20
22 2x3Ø16 L= 3,05 Pc52 265 sus/jos 20
4Ø16 L= 4,35 Pc52 375
30
jos
30
18
montaj4Ø10 L= 2,30 Pc52
19
2040
-2,65
-1,50
1011
5
5055
145
40
-0,05
8
2Ø10
/20
L=2,
95 P
c52
245
24
24
8
Etr. Ø8/ 20 L=1,40 Pc5224
35 9
29020 4Ø16 L= 3,50 Pc52
3030
2x5Ø8/20 L= 2,60 Pc52 repartitie21
Etr. Ø10/ 20 L= 2,80 Pc5234
95
7
21
9
7
34
2agf. Ø8/40 L=0,55 Pc5211
24
4agf. Ø8/mp L=0,40 Pc5212
4agf. Ø8/mp L=0,40 Pc52
etr.Ø10/20
etr.Ø10/20
EXTRAS ARMATURA
S.C.BELL B.A.U. srlBd.TOMIS nr.93 Constanta
tel/fax 0241 672 088E-mail [email protected]
sef proiectproiectat
scara 1: 75
data:
Titlu plansa
Proiect
Beneficiar
Proiect nr.
Faza:
Marian Bell
format: A4
plansa nr: R.4.9A
stamp.
verificator nume cerintasemnaturaA
O.M.839/12.10.2009
Proiectant de specialita