Desmatação

Designação

Lote 4948.84 4948.84

Piso -1Designação Altura (m)

Cave 1028.28 3.22Elevador 10.54 1.2Tanque 39.09 1.2Galeria 392.35 1.5

TOTAL

Piso -1

Designação Comprimento [m] Largura [m] Altura [m]

Ensoleiramento 701.14 0.5

P 100 1.30 1.30 0.70P 82 1.50 1.50 0.55P 75 1.50 1.50 0.70P 76 1.50 1.50 0.70P 74 1.60 1.60 0.70P 97 1.80 1.80 0.85

P 101 1.90 1.90 0.85P 77 2.20 2.20 1.00

P escadas 2.75 7.05 0.65

P 70 2.65 2.65 0.70

P 73 1.80 1.80 0.55P 81 2.15 2.15 0.55P 84 2.40 2.40 0.85P 90 1.60 1.60 0.55P 98 1.60 1.60 0.55P 83 1.60 1.60 0.55P 96 2.10 2.10 0.70P 99 1.40 1.40 0.70P 94 2.10 2.10 0.70P 92 1.80 1.80 0.70P 87 1.80 1.80 0.70P 93 1.70 1.70 0.70P 88 2.30 2.30 0.85P 86 1.90 1.90 0.70

2.1 Limpeza geral do terreno

Área (m2) TOTAL (m3)

2.2 Escavação para obtenção das cotas de

projecto

Área (m2)

2.3 Escavação para

implantação das fundações

P 91 2.00 2.00 0.55P 85 2.30 2.30 1.00

TOTAL

Piso 0

Designação Comprimento [m] Largura [m] Altura [m]

P 72 4.85 1.00 0.55P 6 1.00 1.00 0.55P 7 1.00 1.00 0.55

P 29 1.00 1.00 0.55P 8 1.10 1.10 0.55

P 13 1.10 1.10 0.55P 15 1.10 1.10 0.55P 39 1.10 1.10 0.55P 50 1.10 1.10 0.55P 1 1.40 1.40 0.55

P 23 1.40 1.40 0.55P 2 1.30 1.30 0.55P 3 1.30 1.30 0.55P 4 1.30 1.30 0.55

P 12 1.30 1.30 0.55P 33 1.30 1.30 0.55P 5 1.30 1.30 0.55

P 14 1.05 1.05 0.55P 9 1.55 1.55 0.55

P 41 1.55 1.55 0.55P 10 1.60 1.60 0.85P 11 1.40 1.40 0.70P 17 1.25 1.25 0.55P 20 1.25 1.25 0.55P 40 1.25 1.25 0.55P 44 1.25 1.25 0.55P 18 1.60 1.60 0.85P 19 1.30 1.30 0.70P 22 3.10 4.15 1.00P 21 3.25 3.25 0.85P 16 1.20 1.20 0.55P 43 1.20 1.20 0.55P 30 1.00 1.00 0.55P 32 1.00 1.00 0.55P 31 1.10 1.10 0.55P 24 1.60 1.40 0.55P 34 1.60 1.40 0.55P 25 1.40 1.15 0.55P 35 1.40 1.15 0.55P 26 1.15 1.40 0.70

2.3 Escavação para

implantação das fundações

P 36 1.15 1.40 0.70P 27 1.25 1.50 0.70P 37 1.25 1.50 0.70P 28 2.20 2.60 1.00P 38 2.20 2.60 1.00P 42 1.45 1.45 0.55P 45 1.45 1.45 0.55P 46 1.50 1.50 0.55P 47 1.50 1.50 0.70P 48 1.50 1.50 0.70P 49 2.30 2.30 1.00P 54 2.30 2.30 1.00P 53 1.60 1.60 0.70P 52 1.80 1.80 0.85P 51 1.90 1.90 0.85

2.3 Escavação para

implantação das fundações

2.1 4948.840

Piso -12.2 3959.124

3311.048 C. empolamento 1.15 4552.99212.64746.906

588.523

3959.124

Piso -1 2.3 703.886

C. empolamento 1.15 809.469

350.57

1.181.241.581.581.792.753.074.84

12.60

4.92

1.782.544.901.411.411.413.091.373.092.272.272.024.502.53

TOTAL (m2)

Volume (m3) TOTAL (m3)

TOTAL (m3)

Volume (m3)

2.205.29

428.18

Piso 0

1.85 8.971.85 1.851.85 1.851.85 1.851.85 2.241.85 2.241.85 2.241.85 2.241.85 2.241.85 3.631.85 3.631.85 3.131.85 3.131.85 3.131.85 3.131.85 3.131.85 3.131.85 2.041.85 4.441.85 4.442.15 5.502.00 3.921.85 2.891.85 2.891.85 2.891.85 2.892.15 5.502.00 3.382.30 29.592.15 22.711.85 2.661.85 2.661.85 1.851.85 1.851.85 2.241.85 4.141.85 4.141.85 2.981.85 2.982.00 3.22

Altura de escavação [m] Volume (m3)

2.00 3.222.00 3.752.00 3.752.30 13.162.30 13.161.85 3.891.85 3.891.85 4.162.00 4.502.00 4.502.30 12.172.30 12.172.00 5.122.15 6.972.15 7.76

TOTAL 275.71

Aterro

Designação Altura (m)

Cave 327.14 3.22

Elevador 4.26 1.2Tanque 8.62 1.2Galeria 44.13 1.5Sapatas

TOTAL

Pilares

Altura (m)

0.05 1.30 0.070.08 1.30 0.100.08 1.30 0.100.08 1.30 0.100.10 1.30 0.130.10 1.30 0.130.15 1.30 0.200.05 1.30 0.070.06 1.30 0.080.06 1.30 0.080.06 1.30 0.080.08 1.30 0.100.08 1.30 0.100.08 1.30 0.100.05 1.30 0.070.06 1.30 0.080.06 1.30 0.080.05 1.30 0.070.05 1.30 0.070.05 1.30 0.070.05 1.30 0.070.09 1.30 0.120.08 1.30 0.100.09 1.30 0.120.09 1.30 0.120.09 1.30 0.120.09 1.30 0.120.09 1.30 0.120.09 1.30 0.120.08 1.30 0.100.05 1.30 0.070.07 1.30 0.09

2.4 Aterro para obtenção das cotas de

projecto

Área (m2)

Área (m2) Total (m3)

Pilares piso 0

0.10 1.30 0.130.06 1.30 0.080.25 1.30 0.330.25 1.30 0.330.05 1.30 0.070.07 1.30 0.090.10 1.30 0.130.06 1.30 0.080.09 1.30 0.120.05 1.30 0.071.06 1.30 1.380.06 1.30 0.080.06 1.30 0.080.06 1.30 0.080.09 1.30 0.120.09 1.30 0.120.05 1.30 0.070.06 1.30 0.080.06 1.30 0.080.06 1.30 0.080.05 1.30 0.070.05 1.30 0.070.05 1.30 0.07

6.90

Pilares piso 0

Aterro

1053.378 2.4

5.111 C. empolamento 1.2510.34266.193

169.2031304.226

Sapatas

Sapata Largura (m) Comprimento (m) Altura (m)

P 72 4.85 1.00 1.30 6.305P 6 1.00 1.00 1.30 1.300P 7 1.00 1.00 1.30 1.300

P 29 1.00 1.00 1.30 1.300P 8 1.10 1.10 1.30 1.573

P 13 1.10 1.10 1.30 1.573P 15 1.10 1.10 1.30 1.573P 39 1.10 1.10 1.30 1.573P 50 1.10 1.10 1.30 1.573P 1 1.40 1.40 1.30 2.548

P 23 1.40 1.40 1.30 2.548P 2 1.30 1.30 1.30 2.197P 3 1.30 1.30 1.30 2.197P 4 1.30 1.30 1.30 2.197

P 12 1.30 1.30 1.30 2.197P 33 1.30 1.30 1.30 2.197P 5 1.30 1.30 1.30 2.197

P 14 1.05 1.05 1.30 1.433P 9 1.55 1.55 1.30 3.123

P 41 1.55 1.55 1.30 3.123P 10 1.60 1.60 1.30 3.328P 11 1.40 1.40 1.30 2.548P 17 1.25 1.25 1.30 2.031P 20 1.25 1.25 1.30 2.031P 40 1.25 1.25 1.30 2.031P 44 1.25 1.25 1.30 2.031P 18 1.60 1.60 1.30 3.328P 19 1.30 1.30 1.30 2.197P 22 3.10 4.15 1.30 16.725P 21 3.25 3.25 1.30 13.731P 16 1.20 1.20 1.30 1.872P 43 1.20 1.20 1.30 1.872

Volume (m3)

TOTAL (m3)

Total (m3)

Sapatas Isoladas

P 30 1.00 1.00 1.30 1.300P 32 1.00 1.00 1.30 1.300P 31 1.10 1.10 1.30 1.573P 24 1.60 1.40 1.30 2.912P 34 1.60 1.40 1.30 2.912P 25 1.40 1.15 1.30 2.093P 35 1.40 1.15 1.30 2.093P 26 1.15 1.40 1.30 2.093P 36 1.15 1.40 1.30 2.093P 27 1.25 1.50 1.30 2.438P 37 1.25 1.50 1.30 2.438P 28 2.20 2.60 1.30 7.436P 38 2.20 2.60 1.30 7.436P 42 1.45 1.45 1.30 2.733P 45 1.45 1.45 1.30 2.733P 46 1.50 1.50 1.30 2.925P 47 1.50 1.50 1.30 2.925P 48 1.50 1.50 1.30 2.925P 49 2.30 2.30 1.30 6.877P 54 2.30 2.30 1.30 6.877P 53 1.60 1.60 1.30 3.328P 52 1.80 1.80 1.30 4.212P 51 1.90 1.90 1.30 4.693

176.10

Sapatas Isoladas

1304.226

1630.282

Blocos alvenaria

Designação Comprimento [m] Altura [m]

Interior

0.24 1.5 0.36019.23 1.5 28.8452.48 1.5 3.7204.41 1.5 6.6153.41 1.5 5.1157.1 1.5 10.650

3.38 1.5 5.0700.2 1.5 0.300

Exterior 67.89 1.5 101.835

TOTAL 162.510

3.3 Execução de muros de

alvenaria de blocos de 15 cm

Área [m2]

Telas asfálticas

Designação Comprimento [m] Altura [m]

Paredes da cave 104.78 3.2 335.296Ensoleiramento 701.14

TOTAL 1036.436

3.4 Aplicação de telas asfálticas

Área [m2]

3.6 433.25

Betão

Piso -1

Ensoleiramento Geral

BetãoAltura [m] TOTAL

701.14 0.4 280.456

Piso 0

Sapatas Isoladas

Sapata Largura (m) Comprimento (m) Altura (m)

P 72 4.85 1.00 0.55 2.668P 6 1.00 1.00 0.55 0.550P 7 1.00 1.00 0.55 0.550

P 29 1.00 1.00 0.55 0.550P 8 1.10 1.10 0.55 0.666

P 13 1.10 1.10 0.55 0.666P 15 1.10 1.10 0.55 0.666P 39 1.10 1.10 0.55 0.666P 50 1.10 1.10 0.55 0.666P 1 1.40 1.40 0.55 1.078

P 23 1.40 1.40 0.55 1.078P 2 1.30 1.30 0.55 0.930P 3 1.30 1.30 0.55 0.930P 4 1.30 1.30 0.55 0.930

P 12 1.30 1.30 0.55 0.930P 33 1.30 1.30 0.55 0.930P 5 1.30 1.30 0.55 0.930

P 14 1.05 1.05 0.55 0.606P 9 1.55 1.55 0.55 1.321

P 41 1.55 1.55 0.55 1.321

Betão armado fundações

Área [m2]

m3

Total (m3)

P 10 1.60 1.60 0.85 2.176P 11 1.40 1.40 0.70 1.372P 17 1.25 1.25 0.55 0.859P 20 1.25 1.25 0.55 0.859P 40 1.25 1.25 0.55 0.859P 44 1.25 1.25 0.55 0.859P 18 1.60 1.60 0.85 2.176P 19 1.30 1.30 0.70 1.183

P 100 1.30 1.30 0.70 1.183P 22 3.10 4.15 1.00 12.865P 21 3.25 3.25 0.85 8.978P 16 1.20 1.20 0.55 0.792

P 43 1.20 1.20 0.55 0.792

P 30 1.00 1.00 0.55 0.550P 32 1.00 1.00 0.55 0.550P 31 1.10 1.10 0.55 0.666P 24 1.60 1.40 0.55 1.232P 34 1.60 1.40 0.55 1.232P 25 1.40 1.15 0.55 0.886P 35 1.40 1.15 0.55 0.886P 26 1.15 1.40 0.70 1.127P 36 1.15 1.40 0.70 1.127P 27 1.25 1.50 0.70 1.313P 37 1.25 1.50 0.70 1.313P 28 2.20 2.60 1.00 5.720P 38 2.20 2.60 1.00 5.720P 42 1.45 1.45 0.55 1.156P 45 1.45 1.45 0.55 1.156P 46 1.50 1.50 0.55 1.238P 82 1.50 1.50 0.55 1.238P 47 1.50 1.50 0.70 1.575P 75 1.50 1.50 0.70 1.575P 76 1.50 1.50 0.70 1.575P 48 1.50 1.50 0.70 1.575P 49 2.30 2.30 1.00 5.290P 54 2.30 2.30 1.00 5.290P 53 1.60 1.60 0.70 1.792P 74 1.60 1.60 0.70 1.792P 52 1.80 1.80 0.85 2.754P 97 1.80 1.80 0.85 2.754P 51 1.90 1.90 0.85 3.069

P 101 1.90 1.90 0.85 3.069P 77 2.20 2.20 1.00 4.840

P escadas 2.75 7.05 0.65 12.602

P 70 2.65 2.65 0.70 4.916P 73 1.80 1.80 0.55 1.782

P 81 2.15 2.15 0.55 2.542P 84 2.40 2.40 0.85 4.896P 90 1.60 1.60 0.55 1.408P 98 1.60 1.60 0.55 1.408P 83 1.60 1.60 0.55 1.408P 96 2.10 2.10 0.70 3.087P 99 1.40 1.40 0.70 1.372P 94 2.10 2.10 0.70 3.087P 92 1.80 1.80 0.70 2.268P 87 1.80 1.80 0.70 2.268P 93 1.70 1.70 0.70 2.023P 88 2.30 2.30 0.85 4.496P 86 1.90 1.90 0.70 2.527P 91 2.00 2.00 0.55 2.200P 85 2.30 2.30 1.00 5.290

TOTAL 177.218

Sapatas da Galeria

m3

Betão

Betão de LimpezaAltura [m] TOTAL

701.14 0.1 70.114

Betão de Limpeza

Sapata Largura (m) Comprimento (m) Altura (m)

P 72 4.85 1.00 0.10P 6 1.00 1.00 0.10P 7 1.00 1.00 0.10

P 29 1.00 1.00 0.10P 8 1.10 1.10 0.10

P 13 1.10 1.10 0.10P 15 1.10 1.10 0.10P 39 1.10 1.10 0.10P 50 1.10 1.10 0.10P 1 1.40 1.40 0.10

P 23 1.40 1.40 0.10P 2 1.30 1.30 0.10P 3 1.30 1.30 0.10P 4 1.30 1.30 0.10

P 12 1.30 1.30 0.10P 33 1.30 1.30 0.10P 5 1.30 1.30 0.10

P 14 1.05 1.05 0.10P 9 1.55 1.55 0.10

P 41 1.55 1.55 0.10

Área [m2]

m3

P 10 1.60 1.60 0.10P 11 1.40 1.40 0.10P 17 1.25 1.25 0.10P 20 1.25 1.25 0.10P 40 1.25 1.25 0.10P 44 1.25 1.25 0.10P 18 1.60 1.60 0.10P 19 1.30 1.30 0.10

P 100 1.30 1.30 0.10P 22 3.10 4.15 0.10P 21 3.25 3.25 0.10P 16 1.20 1.20 0.10

P 43 1.20 1.20 0.10

P 30 1.00 1.00 0.10P 32 1.00 1.00 0.10P 31 1.10 1.10 0.10P 24 1.60 1.40 0.10P 34 1.60 1.40 0.10P 25 1.40 1.15 0.10P 35 1.40 1.15 0.10P 26 1.15 1.40 0.10P 36 1.15 1.40 0.10P 27 1.25 1.50 0.10P 37 1.25 1.50 0.10P 28 2.20 2.60 0.10P 38 2.20 2.60 0.10P 42 1.45 1.45 0.10P 45 1.45 1.45 0.10P 46 1.50 1.50 0.10P 82 1.50 1.50 0.10P 47 1.50 1.50 0.10P 75 1.50 1.50 0.10P 76 1.50 1.50 0.10P 48 1.50 1.50 0.10P 49 2.30 2.30 0.10P 54 2.30 2.30 0.10P 53 1.60 1.60 0.10P 74 1.60 1.60 0.10P 52 1.80 1.80 0.10P 97 1.80 1.80 0.10P 51 1.90 1.90 0.10

P 101 1.90 1.90 0.10P 77 2.20 2.20 0.10

P escadas 2.75 7.05 0.10

P 70 2.65 2.65 0.10P 73 1.80 1.80 0.10

P 81 2.15 2.15 0.10P 84 2.40 2.40 0.10P 90 1.60 1.60 0.10P 98 1.60 1.60 0.10P 83 1.60 1.60 0.10P 96 2.10 2.10 0.10P 99 1.40 1.40 0.10P 94 2.10 2.10 0.10P 92 1.80 1.80 0.10P 87 1.80 1.80 0.10P 93 1.70 1.70 0.10P 88 2.30 2.30 0.10P 86 1.90 1.90 0.10P 91 2.00 2.00 0.10P 85 2.30 2.30 0.10

TOTAL

0.4850.1000.1000.1000.1210.1210.1210.1210.1210.1960.1960.1690.1690.1690.1690.1690.1690.1100.2400.240

Total (m3)

0.2560.1960.1560.1560.1560.1560.2560.1690.1691.2871.0560.144

0.144

0.1000.1000.1210.2240.2240.1610.1610.1610.1610.1880.1880.5720.5720.2100.2100.2250.2250.2250.2250.2250.2250.5290.5290.2560.2560.3240.3240.3610.3610.484

1.939

0.7020.324

0.4620.5760.2560.2560.2560.4410.1960.4410.3240.3240.2890.5290.3610.4000.529

24.420

m3

3.6 425.19

Piso -1

Ensoleiramento Geral

Betão

Perimetro [m] Altura [m] TOTAL

109.40 0.5 54.7

Piso 0

Sapatas Isoladas

Sapata Largura [m] Comprimento (m) Perimetro [m] Altura (m)

P 72 4.85 1.00 11.70 0.55 6.44P 6 1.00 1.00 4.00 0.55 2.20P 7 1.00 1.00 4.00 0.55 2.20

P 29 1.00 1.00 4.00 0.55 2.20P 8 1.10 1.10 4.40 0.55 2.42

P 13 1.10 1.10 4.40 0.55 2.42P 15 1.10 1.10 4.40 0.55 2.42P 39 1.10 1.10 4.40 0.55 2.42P 50 1.10 1.10 4.40 0.55 2.42P 1 1.40 1.40 5.60 0.55 3.08

P 23 1.40 1.40 5.60 0.55 3.08P 2 1.30 1.30 5.20 0.55 2.86P 3 1.30 1.30 5.20 0.55 2.86P 4 1.30 1.30 5.20 0.55 2.86

P 12 1.30 1.30 5.20 0.55 2.86P 33 1.30 1.30 5.20 0.55 2.86P 5 1.30 1.30 5.20 0.55 2.86

P 14 1.05 1.05 4.20 0.55 2.31P 9 1.55 1.55 6.20 0.55 3.41

P 41 1.55 1.55 6.20 0.55 3.41P 10 1.60 1.60 6.40 0.85 5.44P 11 1.40 1.40 5.60 0.70 3.92P 17 1.25 1.25 5.00 0.55 2.75P 20 1.25 1.25 5.00 0.55 2.75P 40 1.25 1.25 5.00 0.55 2.75

Cofragem fundações

Total (m2)

P 44 1.25 1.25 5.00 0.55 2.75P 18 1.60 1.60 6.40 0.85 5.44P 19 1.30 1.30 5.20 0.70 3.64

P 100 1.30 1.30 5.20 0.70 3.64P 22 3.10 4.15 14.50 1.00 14.50P 21 3.25 3.25 13.00 0.85 11.05P 16 1.20 1.20 4.80 0.55 2.64

P 43 1.20 1.20 4.80 0.55 2.64

P 30 1.00 1.00 4.00 0.55 2.20P 32 1.00 1.00 4.00 0.55 2.20P 31 1.10 1.10 4.40 0.55 2.42P 24 1.60 1.40 6.00 0.55 3.30P 34 1.60 1.40 6.00 0.55 3.30P 25 1.40 1.15 5.10 0.55 2.81P 35 1.40 1.15 5.10 0.55 2.81P 26 1.15 1.40 5.10 0.70 3.57P 36 1.15 1.40 5.10 0.70 3.57P 27 1.25 1.50 5.50 0.70 3.85P 37 1.25 1.50 5.50 0.70 3.85P 28 2.20 2.60 9.60 1.00 9.60P 38 2.20 2.60 9.60 1.00 9.60P 42 1.45 1.45 5.80 0.55 3.19P 45 1.45 1.45 5.80 0.55 3.19P 46 1.50 1.50 6.00 0.55 3.30P 82 1.50 1.50 6.00 0.55 3.30P 47 1.50 1.50 6.00 0.70 4.20P 75 1.50 1.50 6.00 0.70 4.20P 76 1.50 1.50 6.00 0.70 4.20P 48 1.50 1.50 6.00 0.70 4.20P 49 2.30 2.30 9.20 1.00 9.20P 54 2.30 2.30 9.20 1.00 9.20P 53 1.60 1.60 6.40 0.70 4.48P 74 1.60 1.60 6.40 0.70 4.48P 52 1.80 1.80 7.20 0.85 6.12P 97 1.80 1.80 7.20 0.85 6.12P 51 1.90 1.90 7.60 0.85 6.46

P 101 1.90 1.90 7.60 0.85 6.46P 77 2.20 2.20 8.80 1.00 8.80

P escadas 2.75 7.05 19.60 0.65 12.74

P 70 2.65 2.65 10.60 0.70 7.42P 73 1.80 1.80 7.20 0.55 3.96P 81 2.15 2.15 8.60 0.55 4.73P 84 2.40 2.40 9.60 0.85 8.16P 90 1.60 1.60 6.40 0.55 3.52P 98 1.60 1.60 6.40 0.55 3.52P 83 1.60 1.60 6.40 0.55 3.52

P 96 2.10 2.10 8.40 0.70 5.88P 99 1.40 1.40 5.60 0.70 3.92P 94 2.10 2.10 8.40 0.70 5.88P 92 1.80 1.80 7.20 0.70 5.04P 87 1.80 1.80 7.20 0.70 5.04P 93 1.70 1.70 6.80 0.70 4.76P 88 2.30 2.30 9.20 0.85 7.82P 86 1.90 1.90 7.60 0.70 5.32P 91 2.00 2.00 8.00 0.55 4.40P 85 2.30 2.30 9.20 1.00 9.20

TOTAL 370.49

Sapatas da Galeria

m2

3.6 32126.88

Piso -1

Ensoleiramento Geral

Betão

Altura [m] TOTAL

701.14 0.4 280.456

Armadura geral

Diametro Espaçamento Comprimento

ALI

AB 16 0.2 13.610c/20 C=190∅ 10 0.2 1.916c/20 C=230∅ 16 0.2 2.320c/20 C=250∅ 20 0.2 2.516c/20 C=240∅ 16 0.2 2.420c/20 C=280∅ 20 0.2 2.816c/20 C=250∅ 16 0.2 2.510c/20 C=220∅ 10 0.2 2.210c/20 C=170∅ 10 0.2 1.710c/20 C=190∅ 10 0.2 1.920c/20 C=260∅ 20 0.2 2.610c/20 C=210∅ 10 0.2 2.110c/20 C=210∅ 10 0.2 2.120c/20 C=290∅ 20 0.2 2.910c/20 C=240∅ 10 0.2 2.4

ATI

AB 16 0.2 9.110c/20 C=320∅ 10 0.2 3.220c/20 C=430∅ 20 0.2 4.320c/20 C=750∅ 20 0.2 7.525c/20 C=430∅ 25 0.2 4.310c/20 C=180∅ 10 0.2 1.820c/20 C=780∅ 20 0.2 7.816c/20 C=750∅ 16 0.2 7.510c/20 C=700∅ 10 0.2 710c/20 C=210∅ 10 0.2 2.116c/20 C=220∅ 16 0.2 2.210c/20 C=210∅ 10 0.2 2.110c/20 C=190∅ 10 0.2 1.916c/20 C=240∅ 16 0.2 2.4

Armadura fundações

Área [m2]

ATI

20c/20 C=270∅ 20 0.2 2.710c/20 C=180∅ 10 0.2 1.8

ALSAB 16 0.2 13.6

10c/20 C=110∅ 10 0.2 1.110c/20 C=110∅ 10 0.2 1.1

ATS

AB 16 0.2 9.110c/20 C=320∅ 10 0.2 3.216c/20 C=390∅ 16 0.2 3.925c/20 C=290∅ 25 0.2 2.916c/20 C=390∅ 16 0.2 3.912c/20 C=330∅ 12 0.2 3.3

Armadura específica (pontual/reforço)Diametro Espaçamento Comprimento

ALIVaroes 8 1.62Estribos 8 0.125 3

ATIVaroes 8 1.72Estribos 8 0.125 3

ALS 8 1.62ATS 8 1.72

diametro kg/m8 0.395

Ensoleiramento Medida10 0.617 Total12 0.888

Sapatas Medida16 1.587 Total20 2.466 TOTAL25 3.853

Armadura geral

Largura Nº varões Comprimento total Peso 9.1 46 632.4 1003.62

0.24 2 4.18 2.580.24 2 5.06 8.030.49 3 8.625 21.27

1 6 14.4 22.850.74 5 13.16 32.450.49 3 8.625 13.690.24 2 4.84 2.990.24 2 3.74 2.310.49 3 6.555 4.040.74 5 12.22 30.130.49 3 7.245 4.470.24 2 4.62 2.851.24 7 20.88 51.490.49 3 8.28 5.11

1207.8813.6 69 627.9 996.480.24 2 7.04 4.340.24 2 9.46 23.330.24 2 16.5 40.690.24 2 9.46 36.450.24 2 3.96 2.440.49 3 26.91 66.360.24 2 16.5 26.190.24 2 15.4 9.500.49 3 7.245 4.470.49 3 7.59 12.050.49 3 7.245 4.470.24 2 4.18 2.580.24 2 5.28 8.38

1.24 7 19.44 47.940.24 2 3.96 2.44

1288.109.1 46 632.4 1003.62

0.49 3 3.795 2.340.74 5 5.17 3.19

1009.1513.6 69 627.9 996.480.24 2 7.04 4.340.49 3 13.455 21.350.24 2 6.38 24.580.49 3 13.455 21.350.24 2 7.26 6.45

1074.56

Armadura específica (pontual/reforço)Largura Nº varões Comprimento total Peso

5 8.1 3.2014 41.88 16.545 8.6 3.40

15 44.28 17.495 8.1 3.205 8.6 3.40

Área Armadura123.69 4626.92701.14 26227.82

29.99 477.50370.49 5899.06

32126.88

Armadura geral

Número Armadura Diametro Espaçamento Comprimento Nº varões

P 10 x 7 20c/25∅ 20 0.25 2.4 7y 7 20c/25∅ 20 0.25 2.4 7

P 13 x 5 16c/25∅ 16 0.25 1.9 5y 5 16c/25∅ 16 0.25 1.9 5

P 41 x 7 16c/24∅ 16 0.24 2.35 7y 7 16c/24∅ 16 0.24 2.35 7

P 76 x 8 16c/20∅ 16 0.2 2.3 8y 8 16c/20∅ 16 0.2 2.3 8

P 86 x 10 16c/20∅ 16 0.2 2.7 10y 10 16c/20∅ 16 0.2 2.7 10

P 85 x 11 20c/22∅ 20 0.22 3.1 11y 11 20c/22∅ 20 0.22 3.1 11

Armadura geral

Comprimento total Peso 16.8 41.4316.8 41.43

9.5 15.089.5 15.08

16.45 26.1116.45 26.11

18.4 29.2018.4 29.20

27 42.8527 42.85

34.1 84.0934.1 84.09

3.7 93.59 3.10

Piso -1 Piso 0

Pilar Altura [m] Pilar

0.10 3.42 0.340.06 3.42 0.210.14 3.42 0.480.20 3.42 0.680.14 3.42 0.480.08 3.42 0.270.12 3.42 0.410.08 3.42 0.270.16 3.42 0.550.16 3.42 0.550.08 3.42 0.260.12 3.42 0.410.18 3.42 0.620.08 3.42 0.260.12 3.42 0.410.18 3.42 0.620.09 3.42 0.310.09 3.42 0.310.09 3.42 0.310.16 3.42 0.550.15 3.42 0.510.16 3.42 0.550.10 3.42 0.340.15 3.42 0.510.15 3.42 0.510.14 3.42 0.480.15 3.42 0.510.16 3.42 0.550.10 3.42 0.340.15 3.42 0.510.15 3.42 0.510.09 3.42 0.310.09 3.42 0.310.09 3.42 0.310.17 3.42 0.580.10 3.42 0.340.12 3.42 0.410.15 3.42 0.510.10 1.50 0.150.10 1.50 0.15

Betão armado em Pilares

Área [m2] Total (m3)

Pilares do

Muro

Pilares do

Muro

Pilares interiores

Pilares interiores

Pilares exteriores

Pilares exteriores

0.10 1.50 0.150.10 1.50 0.150.10 1.50 0.150.10 1.50 0.150.10 1.50 0.150.10 1.50 0.150.10 1.50 0.150.10 1.50 0.150.10 1.50 0.150.08 1.50 0.120.08 1.50 0.120.08 1.50 0.120.08 1.50 0.120.08 1.50 0.120.08 1.50 0.120.08 1.50 0.120.08 1.50 0.120.15 1.50 0.220.14 1.50 0.210.14 1.50 0.210.19 1.50 0.290.20 1.50 0.300.10 1.50 0.150.15 1.50 0.220.14 1.50 0.210.20 1.50 0.30

21.11

ParedesPiso -1

Parede Altura [m]

Elevador 1.52 4.62 7.020.80

3.42

2.741.72 5.880.67 2.290.54 1.850.30 1.037.30 24.970.68 2.330.60 2.053.25 11.120.83 2.843.62 12.38

Tanque 4.35 1.42 6.18TOTAL 82.66

Pilares exteriores

Pilares exteriores

Pilares piso 0

Área [m2] Total (m3)

Paredes interiores

Parede

Elevador

Pilares piso 0

75.64 3.X Elevador

Piso 0 Piso 1

Altura [m] Pilar

0.10 2.78 0.28 0.100.06 2.78 0.17 0.060.14 2.78 0.39 0.140.20 2.78 0.56 0.200.14 2.78 0.39 0.140.08 2.78 0.22 0.080.12 2.78 0.33 0.120.08 2.78 0.22 0.080.16 2.78 0.44 0.160.16 2.78 0.44 0.160.08 2.78 0.21 0.080.12 2.78 0.33 0.120.18 2.78 0.50 0.180.08 2.78 0.21 0.080.12 2.78 0.33 0.120.18 2.78 0.50 0.180.09 2.78 0.25 0.090.09 2.78 0.25 0.090.09 2.78 0.25 0.090.16 2.78 0.44 0.160.15 2.78 0.42 0.150.16 2.78 0.44 0.160.10 2.78 0.28 0.100.15 2.78 0.42 0.150.15 2.78 0.42 0.150.14 2.78 0.39 0.140.15 2.78 0.42 0.150.16 2.78 0.44 0.160.10 2.78 0.28 0.100.15 2.78 0.42 0.150.15 2.78 0.42 0.150.09 2.78 0.25 0.090.09 2.78 0.25 0.090.09 2.78 0.25 0.090.17 2.78 0.47 0.170.10 2.78 0.28 0.100.12 2.78 0.33 0.120.15 2.78 0.42 0.150.10 2.78 0.278 0.100.10 2.78 0.28 0.10

Betão armado em muros de

Suporte

Área [m2] Total (m3) Área [m2]

Pilares do

Muro

Pilares interiores

Pilares exteriores

0.10 2.78 0.28 0.100.10 2.78 0.28 0.100.10 2.78 0.28 0.100.10 2.78 0.28 0.100.10 2.78 0.28 0.100.10 2.78 0.28 0.100.10 2.78 0.28 0.100.10 2.78 0.28 0.100.10 2.78 0.28 0.080.08 2.78 0.22 0.080.08 2.78 0.22 0.080.08 2.78 0.22 0.080.08 2.78 0.22 0.080.08 2.78 0.22 0.080.08 2.78 0.22 0.080.08 2.78 0.22 0.080.08 2.78 0.22 0.140.15 2.78 0.42 0.140.14 2.78 0.39 0.190.14 2.78 0.39 0.200.19 2.78 0.53 0.140.20 2.78 0.56 0.200.10 2.78 0.28 0.070.15 2.78 0.42 0.070.14 2.78 0.39 0.070.20 2.78 0.56 0.071.14 2.78 3.17 0.081.14 2.78 3.17 0.080.05 3.08 0.15 0.080.08 3.08 0.25 0.060.08 3.08 0.25 0.06

0.08 3.08 0.25 0.060.10 3.08 0.31 0.070.10 3.08 0.31 0.070.15 3.08 0.46 0.070.05 3.08 0.15 0.070.06 3.08 0.19 0.070.06 3.08 0.19 0.070.06 3.08 0.19 0.070.08 3.08 0.25 0.070.08 3.08 0.25 0.070.08 3.08 0.25 0.070.05 3.08 0.15 0.040.06 3.08 0.19 0.040.06 3.08 0.19 1.060.05 3.08 0.150.05 3.08 0.15

0.05 3.08 0.15 Parede

Pilares exteriores

Pilares Piso 0

Área [m2]

0.05 3.08 0.15 Elevador 1.520.09 3.08 0.280.08 3.08 0.250.09 3.08 0.280.09 3.08 0.280.09 3.08 0.280.09 3.08 0.280.09 3.08 0.280.09 3.08 0.280.08 3.08 0.250.05 3.08 0.150.07 3.08 0.220.10 3.08 0.310.06 3.08 0.190.25 3.08 0.770.25 3.08 0.770.05 3.08 0.150.07 3.08 0.220.10 3.08 0.310.06 3.08 0.190.09 3.08 0.280.05 3.08 0.151.06 3.08 3.260.06 3.08 0.180.06 3.08 0.190.06 3.08 0.190.09 3.08 0.280.09 3.08 0.280.05 3.08 0.150.06 3.08 0.180.06 3.08 0.180.06 3.08 0.190.05 3.08 0.170.05 3.08 0.150.05 3.08 0.150.05 3.08 0.150.05 3.08 0.15

45.06

Altura [m]

1.52 2.78 4.23

Área [m2] Total (m3)

15.47

Piso 1

Altura [m]

2.78 0.282.78 0.172.78 0.392.78 0.562.78 0.392.78 0.222.78 0.332.78 0.222.78 0.442.78 0.442.78 0.212.78 0.332.78 0.502.78 0.212.78 0.332.78 0.502.78 0.252.78 0.252.78 0.252.78 0.442.78 0.422.78 0.442.78 0.282.78 0.422.78 0.422.78 0.392.78 0.422.78 0.442.78 0.282.78 0.422.78 0.422.78 0.252.78 0.252.78 0.252.78 0.472.78 0.282.78 0.332.78 0.422.78 0.282.78 0.28

Total (m3)

2.78 0.282.78 0.282.78 0.282.78 0.282.78 0.282.78 0.282.78 0.282.78 0.282.78 0.222.78 0.222.78 0.222.78 0.222.78 0.222.78 0.222.78 0.222.78 0.222.78 0.392.78 0.392.78 0.532.78 0.562.78 0.392.78 0.562.78 0.192.78 0.192.78 0.192.78 0.192.63 0.212.63 0.212.63 0.212.63 0.172.63 0.17

2.63 0.172.63 0.182.63 0.182.63 0.182.63 0.182.63 0.182.63 0.182.63 0.182.63 0.182.63 0.182.63 0.182.63 0.112.63 0.112.63 2.79

27.43

Altura [m] Total (m3)

2.78 4.23

TOTAL 184.70

3.7 1057.84 3.10

Piso -1Pilar Perímetro [m] Altura [m]

0.10 0.63 3.42 2.160.06 0.49 3.42 1.680.14 0.75 3.42 2.560.20 0.89 3.42 3.060.14 0.75 3.42 2.560.08 0.57 3.42 1.930.12 0.69 3.42 2.370.08 0.57 3.42 1.930.16 0.80 3.42 2.740.16 0.80 3.42 2.740.08 0.55 3.42 1.870.12 0.69 3.42 2.370.18 0.85 3.42 2.900.08 1.10 3.42 3.750.12 1.39 3.42 4.740.18 1.70 3.42 5.800.09 1.20 3.42 4.100.09 1.20 3.42 4.100.09 1.20 3.42 4.100.16 1.60 3.42 5.470.15 1.55 3.42 5.300.16 1.60 3.42 5.470.10 1.26 3.42 4.330.15 1.55 3.42 5.300.15 1.55 3.42 5.300.14 1.50 3.42 5.120.15 1.55 3.42 5.300.16 1.60 3.42 5.470.10 1.26 3.42 4.330.15 1.55 3.42 5.300.15 1.55 3.42 5.300.09 1.20 3.42 4.100.09 1.20 3.42 4.100.09 1.20 3.42 4.100.17 1.65 3.42 5.640.10 1.26 3.42 4.330.12 1.39 3.42 4.740.15 1.55 3.42 5.300.10 1.26 1.50 1.900.10 1.26 1.50 1.900.10 1.26 1.50 1.90

Cofragem em Pilares

Área [m2] Total (m2)

Pilares do

Muro

Pilares interiores

Pilares exteriores

0.10 1.26 1.50 1.900.10 1.26 1.50 1.900.10 1.26 1.50 1.900.10 1.26 1.50 1.900.10 1.26 1.50 1.900.10 1.26 1.50 1.900.10 1.26 1.50 1.900.10 1.26 1.50 1.900.08 1.13 1.50 1.700.08 1.13 1.50 1.700.08 1.13 1.50 1.700.08 1.13 1.50 1.700.08 1.13 1.50 1.700.08 1.13 1.50 1.700.08 1.13 1.50 1.700.08 1.13 1.50 1.700.15 1.55 1.50 2.320.14 1.50 1.50 2.240.14 1.50 1.50 2.240.19 1.74 1.50 2.620.20 1.79 1.50 2.680.10 1.26 1.50 1.900.15 1.55 1.50 2.320.14 1.50 1.50 2.240.20 1.79 1.50 2.68

207.47

ParedesPiso -1

Parede Área Altura

Elevador 1.52 15.58 4.40 68.550.80 8.00

3.20

25.601.72 17.20 55.040.67 6.70 21.440.54 5.40 17.280.30 3.00 9.607.30 73.00 233.600.68 6.80 21.760.60 6.00 19.203.25 32.50 104.000.83 8.30 26.563.62 36.20 115.84

Tanque 4.35 43.48 1.20 52.18TOTAL 770.65

Pilares exteriores

Comprimento [m] Total (m3)

Paredes interiores

702.10 3.X

Piso 0Pilar Perímetro [m] Altura [m]

0.10 1.26 2.78 3.520.06 0.98 2.78 2.720.14 1.50 2.78 4.160.20 1.79 2.78 4.970.14 1.50 2.78 4.160.08 1.13 2.78 3.150.12 1.39 2.78 3.850.08 1.13 2.78 3.150.16 1.60 2.78 4.450.16 1.60 2.78 4.450.08 1.10 2.78 3.050.12 1.39 2.78 3.850.18 1.70 2.78 4.720.08 1.10 2.78 3.050.12 1.39 2.78 3.850.18 1.70 2.78 4.720.09 1.20 2.78 3.340.09 1.20 2.78 3.340.09 1.20 2.78 3.340.16 1.60 2.78 4.450.15 1.55 2.78 4.310.16 1.60 2.78 4.450.10 1.26 2.78 3.520.15 1.55 2.78 4.310.15 1.55 2.78 4.310.14 1.50 2.78 4.160.15 1.55 2.78 4.310.16 1.60 2.78 4.450.10 1.26 2.78 3.520.15 1.55 2.78 4.310.15 1.55 2.78 4.310.09 1.20 2.78 3.340.09 1.20 2.78 3.340.09 1.20 2.78 3.340.17 1.65 2.78 4.580.10 1.26 2.78 3.520.12 1.39 2.78 3.850.15 1.55 2.78 4.310.10 1.26 2.78 3.520.10 1.26 2.78 3.520.10 1.26 2.78 3.52

Cofragem em muros de Suporte

Cofragem elevador

Área [m2] Total (m2)

Pilares do

Muro

Pilares interiores

Pilares exteriores

0.10 1.26 2.78 3.520.10 1.26 2.78 3.520.10 1.26 2.78 3.520.10 1.26 2.78 3.520.10 1.26 2.78 3.520.10 1.26 2.78 3.520.10 1.26 2.78 3.520.10 1.26 2.78 3.520.08 1.13 2.78 3.150.08 1.13 2.78 3.150.08 1.13 2.78 3.150.08 1.13 2.78 3.150.08 1.13 2.78 3.150.08 1.13 2.78 3.150.08 1.13 2.78 3.150.08 1.13 2.78 3.150.15 1.55 2.78 4.310.14 1.50 2.78 4.160.14 1.50 2.78 4.160.19 1.74 2.78 4.850.20 1.79 2.78 4.970.10 1.26 2.78 3.520.15 1.55 2.78 4.310.14 1.50 2.78 4.160.20 1.79 2.78 4.971.14 4.27 2.78 11.871.14 4.27 2.78 11.870.05 0.89 3.08 2.750.08 1.13 3.08 3.480.08 1.13 3.08 3.48

0.08 1.13 3.08 3.480.10 1.26 3.08 3.900.10 1.26 3.08 3.900.15 1.55 3.08 4.770.05 0.89 3.08 2.750.06 1.00 3.08 3.090.06 1.00 3.08 3.090.06 1.00 3.08 3.090.08 1.13 3.08 3.480.08 1.13 3.08 3.480.08 1.13 3.08 3.480.05 0.89 3.08 2.750.06 1.00 3.08 3.090.06 1.00 3.08 3.090.05 0.89 3.08 2.750.05 0.89 3.08 2.750.05 0.89 3.08 2.75

Pilares exteriores

Pilares piso 0

0.05 0.89 3.08 2.750.09 1.20 3.08 3.700.08 1.13 3.08 3.480.09 1.20 3.08 3.700.09 1.20 3.08 3.700.09 1.20 3.08 3.700.09 1.20 3.08 3.700.09 1.20 3.08 3.700.09 1.20 3.08 3.700.08 1.13 3.08 3.480.05 0.89 3.08 2.750.07 1.06 3.08 3.260.10 1.26 3.08 3.900.06 1.00 3.08 3.090.25 2.00 3.08 6.160.25 2.00 3.08 6.160.05 0.89 3.08 2.750.07 1.06 3.08 3.260.10 1.26 3.08 3.900.06 1.00 3.08 3.090.09 1.20 3.08 3.700.05 0.89 3.08 2.751.06 4.12 3.08 12.680.06 0.98 3.08 3.020.06 1.00 3.08 3.090.06 1.00 3.08 3.090.09 1.20 3.08 3.700.09 1.20 3.08 3.700.05 0.89 3.08 2.750.06 0.98 3.08 3.020.06 0.98 3.08 3.020.06 1.00 3.08 3.090.05 0.93 3.08 2.860.05 0.89 3.08 2.750.05 0.89 3.08 2.750.05 0.89 3.08 2.750.05 0.89 3.08 2.75

476.33

Pilares piso 0

68.55

Piso 1Pilar Perímetro [m] Altura [m]

0.10 1.26 3.52 4.450.06 0.98 3.52 3.450.14 1.50 3.52 5.260.20 1.79 3.52 6.290.14 1.50 3.52 5.260.08 1.13 3.52 3.980.12 1.39 3.52 4.870.08 1.13 3.52 3.980.16 1.60 3.52 5.630.16 1.60 3.52 5.630.08 1.10 3.52 3.850.12 1.39 3.52 4.870.18 1.70 3.52 5.970.08 1.10 3.52 3.850.12 1.39 3.52 4.870.18 1.70 3.52 5.970.09 1.20 3.52 4.220.09 1.20 3.52 4.220.09 1.20 3.52 4.220.16 1.60 3.52 5.630.15 1.55 3.52 5.450.16 1.60 3.52 5.630.10 1.26 3.52 4.450.15 1.55 3.52 5.450.15 1.55 3.52 5.450.14 1.50 3.52 5.260.15 1.55 3.52 5.450.16 1.60 3.52 5.630.10 1.26 3.52 4.450.15 1.55 3.52 5.450.15 1.55 3.52 5.450.09 1.20 3.52 4.220.09 1.20 3.52 4.220.09 1.20 3.52 4.220.17 1.65 3.52 5.800.10 1.26 3.52 4.450.12 1.39 3.52 4.870.15 1.55 3.52 5.450.10 1.26 3.52 4.450.10 1.26 3.52 4.450.10 1.26 3.52 4.45

Área [m2] Total (m2)

Pilares do

Muro

Pilares interiores

Pilares exteriores

0.10 1.26 3.52 4.450.10 1.26 3.52 4.450.10 1.26 3.52 4.450.10 1.26 3.52 4.450.10 1.26 3.52 4.450.10 1.26 3.52 4.450.10 1.26 3.52 4.450.08 1.13 3.52 3.980.08 1.13 3.52 3.980.08 1.13 3.52 3.980.08 1.13 3.52 3.980.08 1.13 3.52 3.980.08 1.13 3.52 3.980.08 1.13 3.52 3.980.08 1.13 3.52 3.980.14 1.50 3.52 5.260.14 1.50 3.52 5.260.19 1.74 3.52 6.130.20 1.79 3.52 6.290.14 1.50 3.52 5.260.20 1.79 3.52 6.290.07 1.06 3.52 3.720.07 1.06 3.52 3.720.07 1.06 3.52 3.720.07 1.06 3.52 3.720.08 1.13 3.37 3.810.08 1.13 2.63 2.980.08 1.13 2.63 2.980.06 1.00 2.63 2.640.06 1.00 2.63 2.64

0.06 1.00 2.63 2.640.07 1.06 2.63 2.780.07 1.06 2.63 2.780.07 1.06 2.63 2.780.07 1.06 2.63 2.780.07 1.06 2.63 2.780.07 1.06 2.63 2.780.07 1.06 2.63 2.780.07 1.06 2.63 2.780.07 1.06 2.63 2.780.07 1.06 2.63 2.780.04 0.80 2.63 2.100.04 0.80 2.63 2.101.06 4.12 2.63 10.83

374.03

Pilares exteriores

Pilares Piso 0

Pilares

Piso -1

Longitudinal Estribos

2761.72Volume Aço

Real 21.11 2439.01Medido 1.431 165.36

Piso 0

Longitudinal Estribos

4832Volume Aço

Real 45.06 1178.70Medido 2.446 64

Piso 1

Longitudinal Estribos

3018Volume Aço

Real 27.43 717.57Medido 2.446 64

Total 14947.00

Muros de suporte Elevadores

ElevadorVolume Aço

Real 15.47 #DIV/0!Medido

3.8 124.44

Piso 0

Viga Comprimento [m] Largura [m] Altura [m]

V 83-86 15.42 0.27 0.5 2.08V 89 e 90 7.67 0.27 0.5 1.04V 91 e 92 7.62 0.27 0.5 1.03V 75 2.99 0.27 0.5 0.40V 93 e 94 10.83 0.27 0.5 1.46V 64 4.42 0.27 0.5 0.60V 95 3.5 0.27 0.5 0.47V66 - 69 15.02 0.27 0.5 2.03V 77 7.91 0.6 0.22 1.04V 99 - 101 12.63 0.2 0.4 1.01V 65 3.62 0.2 0.7 0.51V 103 2.67 0.2 0.22 0.12V 109 e 110 8.59 0.3 0.22 0.57V 111 3 0.2 0.5 0.30

V 105 1.61 0.3 0.6 0.29V 79 - 82 15.25 0.3 0.22 1.01V 87 e 88 7.68 0.3 0.22 0.51V 76 3.29 0.3 0.22 0.22V 140 e 141 10.63 0.3 0.22 0.70V 70 - 73 15.22 0.3 0.22 1.00V 33 - 36 21.32 0.27 0.4 2.30V 139 4.03 0.2 0.4 0.32V 138 1.33 0.2 0.4 0.11V 32 3.65 0.2 0.4 0.29V 133 1.16 0.2 0.4 0.09V 134 0.83 0.2 0.4 0.07V 37 3.4 0.2 0.4 0.27V 132 3.98 0.2 0.4 0.32V 145 - 147 12.25 0.27 0.4 1.32V 41 5.5 0.27 0.4 0.59V 142 - 144 11.98 0.2 0.4 0.96V 39 7.44 0.27 0.4 0.80V 135 e 136 11.92 0.27 0.4 1.29V 59 e 60 7.36 0.27 0.4 0.79V 44 e 45 7.43 0.15 0.4 0.45V 51 e 52 7.43 0.15 0.4 0.45V 40 2.01 0.3 0.3 0.18V 43 e 120 6.05 0.3 0.3 0.54V 121 3.71 0.27 0.4 0.40V 106 - 108 9.32 0.27 0.4 1.01

Betão armado em vigas

Total [m3]

V 38 1.71 0.3 0.3 0.15V 42 e 43 7.68 0.15 0.4 0.46V 49 e 50 7.68 0.15 0.4 0.46V 122 2.77 0.27 0.4 0.30V 123 3.73 0.27 0.4 0.40V 124 - 128 14.97 0.25 0.4 1.50V 131 4.36 0.27 0.4 0.47V 63 6.76 0.2 0.7 0.95V 115 1.55 0.25 0.3 0.12V 62 4.09 0.2 0.4 0.33V 104 4.83 0.2 0.7 0.68V 112 - 114 11.65 0.25 0.3 0.87V 46 - 48 12.23 0.27 0.4 1.32V 97 3.49 0.27 0.4 0.38V 53 e 54 5.62 0.2 0.4 0.45V 96 3.71 0.2 0.4 0.30V 55 - 58 13.59 0.2 0.4 1.09V 98 3.78 0.27 0.4 0.41V 61 4.04 0.27 0.4 0.44V 102 5.11 0.27 0.4 0.55V 63 7.95 0.2 0.7 1.11

TOTAL 41.66

Piso 1

Viga Comprimento [m] Largura [m] Altura [m]

V 217 e 218 7.37 0.3 0.22 0.49V 209 - 212 15.25 0.3 0.22 1.01V 239 2.29 0.3 0.8 0.55V 238 3.23 0.2 0.5 0.32V 231 - 233 13.31 0.3 0.22 0.88V 187 - 190 14.67 0.3 0.22 0.97V 227 2.47 0.35 0.22 0.19V 197 4.36 0.4 0.22 0.38V 222 e 223 7.32 0.3 0.22 0.48V 202 e 203 5.64 0.27 0.9 1.37V 224 6.1 0.2 0.45 0.55V 225 4.73 0.2 0.22 0.21V 195 e 196 5.24 0.27 0.9 1.27V 221 4.8 0.2 0.9 0.86

V 185 4.49 0.15 0.9 0.61V 226 3.35 0.15 0.9 0.45V 235 - 237 14.67 0.4 0.22 1.29V 206 7.91 0.6 0.22 1.04V 247 e 248 9.75 0.4 0.22 0.86V 246 4.93 0.4 0.22 0.43V 244 2.29 0.3 0.8 0.55V 208 0.4 0.4 0.22 0.04V 252 3.78 0.2 0.22 0.17V 249 3.5 0.2 0.5 0.35V 250 e 251 9.13 0.2 0.22 0.40V 191 - 194 14.69 0.3 0.22 0.97V 262 3.35 0.15 0.9 0.45V 186 4.49 0.15 0.9 0.61V 265 5.97 0.2 0.45 0.54V 263 2.87 0.4 0.22 0.25V 198 4.41 0.4 0.22 0.39V 199 e 200 5.24 0.27 0.9 1.27V 266 4.46 0.2 0.22 0.20V 269 4.46 0.2 0.9 0.80V 204 e 205 5.64 0.27 0.9 1.37V 267 e 268 7.32 0.3 0.22 0.48V 219 e 220 7.67 0.3 0.22 0.51V 213 - 216 15.25 0.3 0.22 1.01V 184 7.21 0.3 0.22 0.48V 254 3.7 0.2 0.82 0.61

Total [m3]

V 253 3.7 0.3 0.22 0.24V 160 e 161 6.82 0.2 0.62 0.85V 241 - 243 9.2 0.15 1.1 1.52V 240 1.92 0.2 0.35 0.13V 157 - 159 8.81 0.2 0.35 0.62V 152 3.85 0.15 1.1 0.64V 260 e 264 2.4 0.15 1.1 0.40V 162 7.44 0.2 1 1.49V 230 3.8 0.15 1.1 0.63V 234 3.8 0.2 0.4 0.30V 183 4.24 0.15 1.1 0.70V 177 1.4 0.15 1.1 0.23V 228 4.08 0.15 1.1 0.67V 176 1.18 0.15 1.1 0.19V 229 3.91 0.15 1.1 0.65V 169 e 170 7.85 0.15 1.1 1.30V 171 4.52 0.2 1.9 1.72V 172 - 175 14.18 0.15 0.35 0.74V 165 - 168 14.37 0.15 0.35 0.75V 256 - 258 9.15 0.2 0.5 0.92V 255 3.42 0.2 0.62 0.42V 254 2.05 0.15 1.1 0.34V 153 3.97 0.15 1.1 0.66V 154 7.55 0.3 0.5 1.13V 155 e 156 9.64 0.15 1.1 1.59V 270 - 272 12.25 0.15 1.1 2.02V 164 5.82 0.15 1.1 0.96V 163 7.63 0.2 1 1.53V 259 2.47 0.15 1.1 0.41V 261 8.2 0.2 1.1 1.80V 181 e 182 7.7 0.15 1.1 1.27V 180 6.74 0.2 0.82 1.11V 178 e 179 8.22 0.25 0.4 0.82

TOTAL 54.39

Piso 2

Viga Comprimento [m] Largura [m] Altura [m]

V 310 7.45 0.2 0.9 1.34V 301 7.78 0.15 0.9 1.05V 353 5 0.15 0.35 0.26V 291 e 292 9.38 0.15 0.35 0.49V 300 2.1 0.15 0.35 0.11V 333 e 334 16.9 0.15 0.25 0.63V 337 - 339 16.9 0.15 0.25 0.63V 287 e 288 7.78 0.15 0.9 1.05V 293 1.75 0.15 0.8 0.21V 289 e 290 9.58 0.15 0.35 0.50V 317 5 0.15 0.35 0.26V 294 2.22 0.15 0.35 0.12V 275 e 276 7.92 0.15 0.4 0.48V 223 - 227 22.21 0.15 0.4 1.33

22.21 0.15 0.4 1.33V 228 - 230 13.11 0.15 0.4 0.79V 341 - 343 13.11 0.15 0.4 0.79V 331 e 332 2.31 0.15 0.9 0.31V 335 e 336 2.31 0.15 0.9 0.31V 304 - 309 22.82 0.15 0.9 3.08V 311 - 316 22.82 0.15 0.9 3.08V 318 e 319 7.89 0.15 0.9 1.07V 351 e 352 7.89 0.15 0.9 1.07V 295 e 296 7.08 0.15 0.9 0.96V 298 e 299 7.08 0.15 0.9 0.96V 320 - 322 7.48 0.15 0.9 1.01V 348 - 350 7.48 0.15 0.9 1.01V 277 - 281 15.41 0.15 0.9 2.08V 282 - 286 15.41 0.15 0.9 2.08

TOTAL 28.39

Total [m3]

V 340 e 341 345 - 347

3.8 Cofragem em vigas 985.72

Piso 0

Viga Comprimento [m] Largura [m]

Cofragem do fundo

V 83-86 15.42 0.27 4.16V 89 e 90 7.67 0.27 2.07V 91 e 92 7.62 0.27 2.06V 75 2.99 0.27 0.81V 93 e 94 10.83 0.27 2.92V 64 4.42 0.27 1.19V 95 3.5 0.27 0.95V66 - 69 15.02 0.27 4.06V 77 7.91 0.6 4.75V 99 - 101 12.63 0.2 2.53V 65 3.62 0.2 0.72V 103 2.67 0.2 0.53V 109 e 110 8.59 0.3 2.58V 111 3 0.2 0.60

V 105 1.61 0.3 0.48V 79 - 82 15.25 0.3 4.58V 87 e 88 7.68 0.3 2.30V 76 3.29 0.3 0.99V 140 e 141 10.63 0.3 3.19V 70 - 73 15.22 0.3 4.57V 33 - 36 21.32 0.27 5.76V 139 4.03 0.2 0.81V 138 1.33 0.2 0.27V 32 3.65 0.2 0.73V 133 1.16 0.2 0.23V 134 0.83 0.2 0.17V 37 3.4 0.2 0.68V 132 3.98 0.2 0.80V 145 - 147 12.25 0.27 3.31V 41 5.5 0.27 1.49

V 142 - 144 11.98 0.2 2.40V 39 7.44 0.27 2.01V 135 e 136 11.92 0.27 3.22V 59 e 60 7.36 0.27 1.99V 44 e 45 7.43 0.15 1.11V 51 e 52 7.43 0.15 1.11V 40 2.01 0.3 0.60V 43 e 120 6.05 0.3 1.82

Total [m2]

V 121 3.71 0.27 1.00V 106 - 108 9.32 0.27 2.52V 38 1.71 0.3 0.51V 42 e 43 7.68 0.15 1.15V 49 e 50 7.68 0.15 1.15V 122 2.77 0.27 0.75V 123 3.73 0.27 1.01V 124 - 128 14.97 0.25 3.74V 131 4.36 0.27 1.18V 63 6.76 0.2 1.35V 115 1.55 0.25 0.39V 62 4.09 0.2 0.82V 104 4.83 0.2 0.97V 112 - 114 11.65 0.25 2.91V 46 - 48 12.23 0.27 3.30V 97 3.49 0.27 0.94V 53 e 54 5.62 0.2 1.12V 96 3.71 0.2 0.74V 55 - 58 13.59 0.2 2.72V 98 3.78 0.27 1.02V 61 4.04 0.27 1.09V 102 5.11 0.27 1.38V 63 7.95 0.2 1.59

107.87Total [m2]

Piso 0

Comprimento [m] Altura [m] Altura real [m]

Cofragem lateral

15.42 0.5 0.56 8.647.67 0.5 0.56 4.307.62 0.5 0.56 4.272.99 0.5 0.56 1.67

10.83 0.5 0.56 6.064.42 0.5 0.56 2.48

3.5 0.5 0.56 1.9615.02 0.5 0.56 8.41

7.91 0.22 0 0.0012.63 0.4 0.36 4.55

3.62 0.7 0.96 3.482.67 0.22 0 0.008.59 0.22 0 0.00

3 0.5 0.56 1.68

1.61 0.6 0.76 1.2215.25 0.22 0 0.00

7.68 0.22 0 0.003.29 0.22 0 0.00

10.63 0.22 0 0.0015.22 0.22 0 0.0021.32 0.4 0.36 7.68

4.03 0.4 0.36 1.451.33 0.4 0.36 0.483.65 0.4 0.36 1.311.16 0.4 0.36 0.420.83 0.4 0.36 0.30

3.4 0.4 0.36 1.223.98 0.4 0.36 1.43

12.25 0.4 0.36 4.415.5 0.4 0.36 1.98

11.98 0.4 0.36 4.317.44 0.4 0.36 2.68

11.92 0.4 0.36 4.297.36 0.4 0.36 2.657.43 0.4 0.36 2.677.43 0.4 0.36 2.672.01 0.3 0.16 0.326.05 0.3 0.16 0.97

Total [m2]

3.71 0.4 0.36 1.349.32 0.4 0.36 3.361.71 0.3 0.16 0.277.68 0.4 0.36 2.767.68 0.4 0.36 2.762.77 0.4 0.36 1.003.73 0.4 0.36 1.34

14.97 0.4 0.36 5.394.36 0.4 0.36 1.576.76 0.7 0.96 6.491.55 0.3 0.16 0.254.09 0.4 0.36 1.474.83 0.7 0.96 4.64

11.65 0.3 0.16 1.8612.23 0.4 0.36 4.40

3.49 0.4 0.36 1.265.62 0.4 0.36 2.023.71 0.4 0.36 1.34

13.59 0.4 0.36 4.893.78 0.4 0.36 1.364.04 0.4 0.36 1.455.11 0.4 0.36 1.847.95 0.7 0.96 7.63

150.66Total [m2]

Piso 1

Viga Comprimento [m] Largura [m] Comprimento [m]

Cofragem do fundo Cofragem lateral

V 217 e 218 7.37 0.3 2.21 7.37V 209 - 212 15.25 0.3 4.58 15.25V 239 2.29 0.3 0.69 2.29V 238 3.23 0.2 0.65 3.23V 231 - 233 13.31 0.3 3.99 13.31V 187 - 190 14.67 0.3 4.40 14.67V 227 2.47 0.35 0.86 2.47V 197 4.36 0.4 1.74 4.36V 222 e 223 7.32 0.3 2.20 7.32V 202 e 203 5.64 0.27 1.52 5.64V 224 6.1 0.2 1.22 6.1V 225 4.73 0.2 0.95 4.73V 195 e 196 5.24 0.27 1.41 5.24V 221 4.8 0.2 0.96 4.8

V 185 4.49 0.15 0.67 4.49V 226 3.35 0.15 0.50 3.35V 235 - 237 14.67 0.4 5.87 14.67V 206 7.91 0.6 4.75 7.91V 247 e 248 9.75 0.4 3.90 9.75V 246 4.93 0.4 1.97 4.93V 244 2.29 0.3 0.69 2.29V 208 0.4 0.4 0.16 0.4V 252 3.78 0.2 0.76 3.78V 249 3.5 0.2 0.70 3.5V 250 e 251 9.13 0.2 1.83 9.13V 191 - 194 14.69 0.3 4.41 14.69V 262 3.35 0.15 0.50 3.35V 186 4.49 0.15 0.67 4.49V 265 5.97 0.2 1.19 5.97V 263 2.87 0.4 1.15 2.87

V 198 4.41 0.4 1.76 4.41V 199 e 200 5.24 0.27 1.41 5.24V 266 4.46 0.2 0.89 4.46V 269 4.46 0.2 0.89 4.46V 204 e 205 5.64 0.27 1.52 5.64V 267 e 268 7.32 0.3 2.20 7.32V 219 e 220 7.67 0.3 2.30 7.67V 213 - 216 15.25 0.3 4.58 15.25

Total [m2]

V 184 7.21 0.3 2.16 7.21V 254 3.7 0.2 0.74 3.7V 253 3.7 0.3 1.11 3.7V 160 e 161 6.82 0.2 1.36 6.82V 241 - 243 9.2 0.15 1.38 9.2V 240 1.92 0.2 0.38 1.92V 157 - 159 8.81 0.2 1.76 8.81V 152 3.85 0.15 0.58 3.85V 260 e 264 2.4 0.15 0.36 2.4V 162 7.44 0.2 1.49 7.44V 230 3.8 0.15 0.57 3.8V 234 3.8 0.2 0.76 3.8V 183 4.24 0.15 0.64 4.24V 177 1.4 0.15 0.21 1.4V 228 4.08 0.15 0.61 4.08V 176 1.18 0.15 0.18 1.18V 229 3.91 0.15 0.59 3.91V 169 e 170 7.85 0.15 1.18 7.85V 171 4.52 0.2 0.90 4.52V 172 - 175 14.18 0.15 2.13 14.18V 165 - 168 14.37 0.15 2.16 14.37V 256 - 258 9.15 0.2 1.83 9.15V 255 3.42 0.2 0.68 3.42V 254 2.05 0.15 0.31 2.05

V 153 3.97 0.15 0.60 3.97V 154 7.55 0.3 2.26 7.55V 155 e 156 9.64 0.15 1.45 9.64V 270 - 272 12.25 0.15 1.84 12.25V 164 5.82 0.15 0.87 5.82V 163 7.63 0.2 1.53 7.63V 259 2.47 0.15 0.37 2.47V 261 8.2 0.2 1.64 8.2V 181 e 182 7.7 0.15 1.16 7.7V 180 6.74 0.2 1.35 6.74V 178 e 179 8.22 0.25 2.06 8.22

111.83Total [m2]

Piso 1 Piso 2

Altura [m] Altura real [m] Viga Comprimento [m]

Cofragem lateral Cofragem do fundo

0.22 0 0.00 V 310 7.450.22 0 0.00 V 301 7.78

0.8 1.16 2.66 V 353 50.5 0.56 1.81 V 291 e 292 9.38

0.22 0 0.00 V 300 2.10.22 0 0.00 V 333 e 334 16.90.22 0 0.00 V 337 - 339 16.90.22 0 0.00 V 287 e 288 7.780.22 0 0.00 V 293 1.75

0.9 1.36 7.67 V 289 e 290 9.580.45 0.46 2.81 V 317 50.22 0 0.00 V 294 2.22

0.9 1.36 7.13 V 275 e 276 7.920.9 1.36 6.53 V 223 - 227 22.21

0.9 1.36 6.11 22.210.9 1.36 4.56 V 228 - 230 13.11

0.22 0 0.00 V 341 - 343 13.110.22 0 0.00 V 331 e 332 2.310.22 0 0.00 V 335 e 336 2.310.22 0 0.00 V 304 - 309 22.82

0.8 1.16 2.66 V 311 - 316 22.820.22 0 0.00 V 318 e 319 7.890.22 0 0.00 V 351 e 352 7.89

0.5 0.56 1.96 V 295 e 296 7.080.22 0 0.00 V 298 e 299 7.080.22 0 0.00 V 320 - 322 7.48

0.9 1.36 4.56 V 348 - 350 7.480.9 1.36 6.11 V 277 - 281 15.41

0.45 0.46 2.75 V 282 - 286 15.410.22 0 0.00

0.22 0 0.000.9 1.36 7.13

0.22 0 0.000.9 1.36 6.070.9 1.36 7.67

0.22 0 0.000.22 0 0.000.22 0 0.00

Total [m2]

V 340 e 341 345 - 347

0.22 0 0.000.82 1.2 4.440.22 0 0.000.62 0.8 5.46

1.1 1.76 16.190.35 0.26 0.500.35 0.26 2.29

1.1 1.76 6.781.1 1.76 4.22

1 1.56 11.611.1 1.76 6.690.4 0.36 1.371.1 1.76 7.461.1 1.76 2.461.1 1.76 7.181.1 1.76 2.081.1 1.76 6.881.1 1.76 13.821.9 3.36 15.19

0.35 0.26 3.690.35 0.26 3.74

0.5 0.56 5.120.62 0.8 2.74

1.1 1.76 3.61

1.1 1.76 6.990.5 0.56 4.231.1 1.76 16.971.1 1.76 21.561.1 1.76 10.24

1 1.56 11.901.1 1.76 4.351.1 1.76 14.431.1 1.76 13.55

0.82 1.2 8.090.4 0.36 2.96

326.91Total [m2]

Piso 2

Largura [m] Comprimento [m] Altura [m] Altura real [m]

Cofragem do fundo Cofragem lateral

0.2 1.49 7.45 0.9 1.360.15 1.17 7.78 0.9 1.360.15 0.75 5 0.35 0.260.15 1.41 9.38 0.35 0.260.15 0.32 2.1 0.35 0.260.15 2.53 16.9 0.25 0.060.15 2.53 16.9 0.25 0.060.15 1.17 7.78 0.9 1.360.15 0.26 1.75 0.8 1.160.15 1.44 9.58 0.35 0.260.15 0.75 5 0.35 0.260.15 0.33 2.22 0.35 0.260.15 1.19 7.92 0.4 0.360.15 3.33 22.21 0.4 0.36

0.15 3.33 22.21 0.4 0.360.15 1.97 13.11 0.4 0.360.15 1.97 13.11 0.4 0.360.15 0.35 2.31 0.9 1.360.15 0.35 2.31 0.9 1.360.15 3.42 22.82 0.9 1.360.15 3.42 22.82 0.9 1.360.15 1.18 7.89 0.9 1.360.15 1.18 7.89 0.9 1.360.15 1.06 7.08 0.9 1.360.15 1.06 7.08 0.9 1.360.15 1.12 7.48 0.9 1.360.15 1.12 7.48 0.9 1.360.15 2.31 15.41 0.9 1.360.15 2.31 15.41 0.9 1.36

44.83

Total [m2]

Total [m2] Total [m2]

Piso 2

Cofragem lateral

10.1310.58

1.302.440.551.011.01

10.582.032.491.300.582.858.00

8.004.724.723.143.14

31.0431.0410.7310.73

9.639.63

10.1710.1720.9620.96

243.62

Total [m2]

3.9 810.82

Piso 0

BetãoEspessura (m)

1476.31 0.22 324.79

Betão das vigas a retirar da laje

Piso 0

Viga Largura [m] Altura [m]

V 83-86 15.42 0.27 0.22 0.92V 89 e 90 7.67 0.27 0.22 0.46V 91 e 92 7.62 0.27 0.22 0.45V 75 2.99 0.27 0.22 0.18V 93 e 94 10.83 0.27 0.22 0.64V 64 4.42 0.27 0.22 0.26V 95 3.5 0.27 0.22 0.21V66 - 69 15.02 0.27 0.22 0.89V 77 7.91 0.6 0.22 1.04V 99 - 101 12.63 0.2 0.22 0.56V 65 3.62 0.2 0.22 0.16V 103 2.67 0.2 0.22 0.12V 109 e 11 8.59 0.3 0.22 0.57V 111 3 0.2 0.22 0.13

V 105 1.61 0.3 0.22 0.11V 79 - 82 15.25 0.3 0.22 1.01V 87 e 88 7.68 0.3 0.22 0.51V 76 3.29 0.3 0.22 0.22V 140 e 14 10.63 0.3 0.22 0.70V 70 - 73 15.22 0.3 0.22 1.00V 33 - 36 21.32 0.27 0.22 1.27V 139 4.03 0.2 0.22 0.18V 138 1.33 0.2 0.22 0.06V 32 3.65 0.2 0.22 0.16V 133 1.16 0.2 0.22 0.05V 134 0.83 0.2 0.22 0.04

Betão armado em lajes

Área (m2) TOTAL (m3)

Comprimento [m] Total [m3]

V 37 3.4 0.2 0.22 0.15V 132 3.98 0.2 0.22 0.18V 145 - 147 12.25 0.27 0.22 0.73V 41 5.5 0.27 0.22 0.33V 142 - 144 11.98 0.2 0.22 0.53V 39 7.44 0.27 0.22 0.44V 135 e 13 11.92 0.27 0.22 0.71V 59 e 60 7.36 0.27 0.22 0.44V 44 e 45 7.43 0.15 0.22 0.25V 51 e 52 7.43 0.15 0.22 0.25V 40 2.01 0.3 0.22 0.13V 43 e 120 6.05 0.3 0.22 0.40V 121 3.71 0.27 0.22 0.22V 106 - 108 9.32 0.27 0.22 0.55V 38 1.71 0.3 0.22 0.11V 42 e 43 7.68 0.15 0.22 0.25V 49 e 50 7.68 0.15 0.22 0.25V 122 2.77 0.27 0.22 0.16V 123 3.73 0.27 0.22 0.22V 124 - 128 14.97 0.25 0.22 0.82V 131 4.36 0.27 0.22 0.26V 63 6.76 0.2 0.22 0.30V 115 1.55 0.25 0.22 0.09V 62 4.09 0.2 0.22 0.18V 104 4.83 0.2 0.22 0.21V 112 - 114 11.65 0.25 0.22 0.64V 46 - 48 12.23 0.27 0.22 0.73V 97 3.49 0.27 0.22 0.21V 53 e 54 5.62 0.2 0.22 0.25V 96 3.71 0.2 0.22 0.16V 55 - 58 13.59 0.2 0.22 0.60V 98 3.78 0.27 0.22 0.22V 61 4.04 0.27 0.22 0.24V 102 5.11 0.27 0.22 0.30V 63 7.95 0.2 0.22 0.35

TOTAL 23.73

Piso 1 Cobertura

Betão BetãoEspessura (m)

1524.31 0.22 335.35 949.47

Betão das vigas a retirar da laje

Piso 1 Piso 2

Viga Largura [m] Altura [m] Viga

V 217 e 218 7.37 0.3 0.22 0.49 V 310V 209 - 212 15.25 0.3 0.22 1.01 V 301V 239 2.29 0.3 0.22 0.15 V 353V 238 3.23 0.2 0.22 0.14 V 291 e 292V 231 - 233 13.31 0.3 0.22 0.88 V 300V 187 - 190 14.67 0.3 0.22 0.97 V 333 e 334V 227 2.47 0.35 0.22 0.19 V 337 - 339V 197 4.36 0.4 0.22 0.38 V 287 e 288V 222 e 223 7.32 0.3 0.22 0.48 V 293V 202 e 203 5.64 0.27 0.22 0.34 V 289 e 290V 224 6.1 0.2 0.22 0.27 V 317V 225 4.73 0.2 0.22 0.21 V 294V 195 e 196 5.24 0.27 0.22 0.31 V 275 e 276V 221 4.8 0.2 0.22 0.21 V 223 - 227

V 185 4.49 0.15 0.22 0.15V 226 3.35 0.15 0.22 0.11 V 228 - 230V 235 - 237 14.67 0.4 0.22 1.29 V 341 - 343V 206 7.91 0.6 0.22 1.04 V 331 e 332V 247 e 248 9.75 0.4 0.22 0.86 V 335 e 336V 246 4.93 0.4 0.22 0.43 V 304 - 309V 244 2.29 0.3 0.22 0.15 V 311 - 316V 208 0.4 0.4 0.22 0.04 V 318 e 31V 252 3.78 0.2 0.22 0.17 V 351 e 352V 249 3.5 0.2 0.22 0.15 V 295 e 296V 250 e 251 9.13 0.2 0.22 0.40 V 298 e 299V 191 - 194 14.69 0.3 0.22 0.97 V 320 - 322

Área (m2) TOTAL (m3) Área (m2)

Comprimento [m] Total [m3]

V 340 e 341 345 - 347

V 262 3.35 0.15 0.22 0.11 V 348 - 350V 186 4.49 0.15 0.22 0.15 V 277 - 281V 265 5.97 0.2 0.22 0.26 V 282 - 286V 263 2.87 0.4 0.22 0.25V 198 4.41 0.4 0.22 0.39V 199 e 200 5.24 0.27 0.22 0.31V 266 4.46 0.2 0.22 0.20V 269 4.46 0.2 0.22 0.20V 204 e 205 5.64 0.27 0.22 0.34V 267 e 268 7.32 0.3 0.22 0.48V 219 e 220 7.67 0.3 0.22 0.51V 213 - 216 15.25 0.3 0.22 1.01V 184 7.21 0.3 0.22 0.48V 254 3.7 0.2 0.22 0.16V 253 3.7 0.3 0.22 0.24V 160 e 161 6.82 0.2 0.22 0.30V 241 - 243 9.2 0.15 0.22 0.30V 240 1.92 0.2 0.22 0.08V 157 - 159 8.81 0.2 0.22 0.39V 152 3.85 0.15 0.22 0.13V 260 e 264 2.4 0.15 0.22 0.08V 162 7.44 0.2 0.22 0.33V 230 3.8 0.15 0.22 0.13V 234 3.8 0.2 0.22 0.17V 183 4.24 0.15 0.22 0.14V 177 1.4 0.15 0.22 0.05V 228 4.08 0.15 0.22 0.13V 176 1.18 0.15 0.22 0.04V 229 3.91 0.15 0.22 0.13V 169 e 170 7.85 0.15 0.22 0.26V 171 4.52 0.2 0.22 0.20V 172 - 175 14.18 0.15 0.22 0.47V 165 - 168 14.37 0.15 0.22 0.47V 256 - 258 9.15 0.2 0.22 0.40V 255 3.42 0.2 0.22 0.15V 254 2.05 0.15 0.22 0.07V 153 3.97 0.15 0.22 0.13V 154 7.55 0.3 0.22 0.50V 155 e 156 9.64 0.15 0.22 0.32V 270 - 272 12.25 0.15 0.22 0.40V 164 5.82 0.15 0.22 0.19V 163 7.63 0.2 0.22 0.34V 259 2.47 0.15 0.22 0.08V 261 8.2 0.2 0.22 0.36V 181 e 182 7.7 0.15 0.22 0.25V 180 6.74 0.2 0.22 0.30V 178 e 179 8.22 0.25 0.22 0.45

TOTAL 24.60

Cobertura

BetãoEspessura (m)

0.22 208.88

Betão das vigas a retirar da laje

Piso 2

Largura [m] Altura [m]

7.45 0.2 0.22 0.337.78 0.15 0.22 0.26

5 0.15 0.22 0.179.38 0.15 0.22 0.31

2.1 0.15 0.22 0.0716.9 0.15 0.22 0.5616.9 0.15 0.22 0.567.78 0.15 0.22 0.261.75 0.15 0.22 0.069.58 0.15 0.22 0.32

5 0.15 0.22 0.172.22 0.15 0.22 0.077.92 0.15 0.22 0.26

22.21 0.15 0.22 0.73

22.21 0.15 0.22 0.7313.11 0.15 0.22 0.4313.11 0.15 0.22 0.43

2.31 0.15 0.22 0.082.31 0.15 0.22 0.08

22.82 0.15 0.22 0.7522.82 0.15 0.22 0.75

7.89 0.15 0.22 0.267.89 0.15 0.22 0.267.08 0.15 0.22 0.237.08 0.15 0.22 0.237.48 0.15 0.22 0.25

TOTAL (m3)

Comprimento [m] Total [m3]

7.48 0.15 0.22 0.2515.41 0.15 0.22 0.5115.41 0.15 0.22 0.51

TOTAL 9.86

TOTAL 58.20

3.9 3426.20

Piso 0

Perimetro [m] Espessura [m]

157.28 0.22 34.60787.17

153.12 0.15 22.968

844.74

Cofragem em lajes

TOTAL [m2]

TOTAL [m2]

Piso 1 Cobertura

Perimetro [m] Espessura [m] Perimetro [m] Espessura [m]

309.73 0.22 68.14 179.73 0.221524.31

1592.45

TOTAL [m2]

TOTAL [m2] TOTAL [m2]

Cobertura

39.54949.47

989.01

TOTAL [m2]

3.9 67458.28

Piso 0

Betão

Altura [m] TOTAL

1476.31 0.22 324.79

Armadura geral

Diametro Espaçamento Comprimento

ALI AB 10 0.15 7.83

ATI AB 10 0.15 8.17

ALS

AB 8 0.15 7.838c/15 C=350∅ 8 0.15 3.50

10c/15 C=320∅ 10 0.15 3.2012c/15 C=190∅ 12 0.15 1.9010c/15 C=210∅ 10 0.15 2.108c/15 C=320∅ 8 0.15 3.208c/15 C=340∅ 8 0.15 3.408c/15 C=140∅ 8 0.15 1.408c/15 C=260∅ 8 0.15 2.608c/15 C=290∅ 8 0.15 2.908c/15 C=260∅ 8 0.15 2.60

ATS

AB 8 0.15 8.178c/15 C=280∅ 8 0.15 2.80

10c/15 C=280∅ 10 0.15 2.8010c/15 C=220∅ 10 0.15 2.20

Armadura em lajes

Área [m2]

ATS

10c/15 C=270∅ 10 0.15 2.708c/15 C=280∅ 8 0.15 2.808c/15 C=310∅ 8 0.15 3.10

10c/15 C=160∅ 10 0.15 1.608c/15 C=280∅ 8 0.15 2.808c/15 C=210∅ 8 0.15 2.108c/15 C=330∅ 8 0.15 3.30

10c/15 C=180∅ 10 0.15 1.808c/15 C=320∅ 8 0.15 3.20

diametro kg/m8 0.395

Piso 0 Medida10 0.617 Total12 0.888

Piso 1 Medida16 1.587 Total20 2.466

Cobertura Medida25 3.853 Total

TOTAL

Piso 0

Armadura geral

Largura Nº varões Comprimento total Peso

8.17 55 434.304 267.97267.97

7.83 53 434.644 268.18268.18

8.17 55 434.304 171.550.49 4 14.933 5.900.74 6 18.987 11.710.24 3 4.940 4.390.24 3 5.460 3.370.99 8 24.320 9.610.74 6 20.173 7.970.49 4 5.973 2.360.74 6 15.427 6.091.49 11 31.707 12.521.49 11 28.427 11.23

246.707.83 53 434.644 171.680.74 6 16.613 6.560.49 4 11.947 7.370.24 3 5.720 3.53

0.49 4 11.520 7.110.74 6 16.613 6.561.24 9 28.727 11.350.24 3 4.160 2.570.99 8 21.280 8.411.24 9 19.460 7.691.24 9 30.580 12.080.24 3 4.680 2.891.24 9 29.653 11.71

259.50

1042.34

Área Armadura63.93 1042.34

1452.58 23683.5163.93 1213.73

1499.71 28472.4763.93 1041.15

939.61 15302.3067458.28

Piso 1

Betão

Altura [m] TOTAL

1524.31 0.22 335.35

Armadura geral

Diametro Espaçamento Comprimento Largura Nº varões

ALI

AB 10 0.15 7.83 8.17 558c/15 C=160∅ 8 0.15 1.60 0.49 4

10c/15 C=275∅ 10 0.15 2.75 0.24 38c/15 C=160∅ 8 0.15 1.60 0.49 4

ATIAB 10 0.15 8.17 7.83 53

8c/15 C=70∅ 8 0.15 0.70 0.49 4

ALS

AB 8 0.15 7.83 8.17 558c/15 C=330∅ 8 0.15 3.30 0.49 4

12c/15 C=330∅ 12 0.15 3.30 0.49 412c/15 C=220∅ 12 0.15 2.20 0.24 316c/15 C=230∅ 16 0.15 2.30 0.49 410c/15 C=340∅ 10 0.15 3.40 0.49 48c/15 C=400∅ 8 0.15 4.00 0.24 38c/15 C=260∅ 8 0.15 2.60 0.24 38c/15 C=260∅ 8 0.15 2.60 0.49 4

10c/15 C=250∅ 10 0.15 2.50 0.24 310c/15 C=180∅ 10 0.15 1.80 0.49 410c/15 C=250∅ 10 0.15 2.50 0.49 4

Área [m2]

ALS8c/15 C=250∅ 8 0.15 2.50 0.24 38c/15 C=280∅ 8 0.15 2.80 0.24 3

10c/15 C=270∅ 10 0.15 2.70 0.49 412c/15 C=240∅ 12 0.15 2.40 0.24 316c/15 C=250∅ 16 0.15 2.50 0.24 310c/15 C=240∅ 10 0.15 2.40 0.49 48c/15 C=260∅ 8 0.15 2.60 0.24 38c/15 C=230∅ 8 0.15 2.30 0.24 38c/15 C=270∅ 8 0.15 2.70 0.24 3

16c/15 C=270∅ 16 0.15 2.70 1.24 910c/15 C=230∅ 10 0.15 2.30 0.24 38c/15 C=220∅ 8 0.15 2.20 0.24 3

ATS

AB 8 0.15 8.17 7.83 538c/15 C=360∅ 8 0.15 3.60 0.24 38c/15 C=280∅ 8 0.15 2.80 0.49 4

10c/15 C=300∅ 10 0.15 3.00 0.74 612c/15 C=230∅ 12 0.15 2.30 0.24 310c/15 C=310∅ 10 0.15 3.10 0.74 68c/15 C=280∅ 8 0.15 2.80 0.49 48c/15 C=300∅ 8 0.15 3.00 0.74 6

10c/15 C=280∅ 10 0.15 2.80 0.24 312c/15 C=200∅ 12 0.15 2.00 0.24 316c/15 C=210∅ 16 0.15 2.10 0.24 310c/15 C=280∅ 10 0.15 2.80 0.74 68c/15 C=270∅ 8 0.15 2.70 0.24 38c/15 C=220∅ 8 0.15 2.20 1.49 118c/15 C=300∅ 8 0.15 3.00 0.49 4

12c/15 C=310∅ 12 0.15 3.10 0.49 420c/15 C=250∅ 20 0.15 2.50 0.49 416c/15 C=310∅ 16 0.15 3.10 0.24 312c/15 C=310∅ 12 0.15 3.10 0.24 310c/15 C=300∅ 10 0.15 3.00 0.24 38c/15 C=300∅ 8 0.15 3.00 0.49 4

Piso 1 Laje de cobertura

Betão

Altura [m]

949.47 0.22

Armadura geral Armadura geral

Comprimento total Peso Diametro

434.304 267.97 ALI AB 106.827 2.707.150 4.41 ATI AB 106.827 2.70 8c/15 C=60∅ 8

277.77434.644 268.18

ALS

AB 82.987 1.18 8c/15 C=330∅ 8

269.36 10c/15 C=330∅ 10434.304 171.55 12c/15 C=200∅ 1214.080 5.56 8c/15 C=390∅ 814.080 12.50 8c/15 C=90∅ 85.720 5.08 8c/15 C=80∅ 89.813 15.57 8c/15 C=100∅ 8

14.507 8.95 8c/15 C=220∅ 810.400 4.11 10c/15 C=190∅ 106.760 2.67 8c/15 C=260∅ 8

11.093 4.38 8c/15 C=230∅ 86.500 4.017.680 4.74

ATS

AB 810.667 6.58 8c/15 C=280∅ 8

Área [m2]

6.500 2.57

ATS

10c/15 C=280∅ 107.280 2.88 8c/15 C=280∅ 8

11.520 7.11 10c/15 C=280∅ 106.240 5.54 12c/15 C=210∅ 126.500 10.32 10c/15 C=290∅ 10

10.240 6.32 8c/15 C=290∅ 86.760 2.67 10c/15 C=290∅ 105.980 2.36 8c/15 C=280∅ 87.020 2.77 8c/15 C=320∅ 8

25.020 39.71 10c/15 C=160∅ 105.980 3.69 8c/15 C=290∅ 85.720 2.26 8c/15 C=330∅ 8

333.90 12c/15 C=190∅ 12434.644 171.68 10c/15 C=310∅ 10

9.360 3.70 8c/15 C=310∅ 811.947 4.72 10c/15 C=310∅ 1017.800 10.98 8c/15 C=300∅ 85.980 5.31

18.393 11.3511.947 4.7217.800 7.037.280 4.495.200 4.625.460 8.67

16.613 10.257.020 2.77

24.053 9.5012.800 5.0613.227 11.7510.667 26.308.060 12.798.060 7.167.800 4.81

12.800 5.06332.71

1213.73

Laje de cobertura

Betão

TOTAL

208.88

Armadura geral

Espaçamento Comprimento Largura Nº varões Comprimento total Peso

0.15 7.83 8.17 55 434.304 267.97267.97

0.15 8.17 7.83 53 434.644 268.180.15 0.60 0.49 4 2.560 1.01

269.190.15 7.83 8.17 55 434.304 171.550.15 3.30 0.49 4 14.080 5.560.15 3.30 0.74 6 19.580 12.080.15 2.00 0.49 4 8.533 7.580.15 3.90 0.74 6 23.140 9.140.15 0.90 0.24 3 2.340 0.920.15 0.80 0.24 3 2.080 0.820.15 1.00 0.74 6 5.933 2.340.15 2.20 0.74 6 13.053 5.160.15 1.90 0.24 3 4.940 3.050.15 2.60 0.74 6 15.427 6.090.15 2.30 1.49 11 25.147 9.93

234.230.15 8.17 7.83 53 434.644 171.680.15 2.80 0.74 6 16.613 6.56

0.15 2.80 0.24 3 7.280 4.490.15 2.80 0.24 3 7.280 2.880.15 2.80 0.24 3 7.280 4.490.15 2.10 0.24 3 5.460 4.850.15 2.90 0.24 3 7.540 4.650.15 2.90 0.24 3 7.540 2.980.15 2.90 0.24 3 7.540 4.650.15 2.80 0.49 4 11.947 4.720.15 3.20 0.99 8 24.320 9.610.15 1.60 0.49 4 6.827 4.210.15 2.90 0.99 8 22.040 8.710.15 3.30 0.99 8 25.080 9.910.15 1.90 0.49 4 8.107 7.200.15 3.10 0.24 3 8.060 4.970.15 3.10 0.24 3 8.060 3.180.15 3.10 0.24 3 8.060 4.970.15 3.00 0.49 4 12.800 5.06

269.77

1041.15

3.11 Volume Total3.75 Área Exterior Área Interior

1.00 0.74

Altura Volume Exterior Volume Interior0.90 0.90 0.67

Volume Exterior-Volume Interior0.23

Nº de Clarabóias16.00

3.11 Volume Total100.98

Área Nº PlatibandasÁrea Total17.37 1 17.372.17 1 2.176.92 1 6.925.1 1 5.1

5.04 1 5.041.2 1 1.2

19.62 1 19.626.56 1 6.567.68 1 7.68

16.75 2 33.53.52 2 7.04

112.20

Altura Volume0.90 100.98