LonguitudesTRAMOSensor-1

1-SD1SD1-SD2

SD2-22-33-44-54-66-9

6-77-8

2-1010-11

SD2-SD3SD3-1212-1313-1414-1513-1612-1717-1817-19

SD3-SD4SD4-2020-2121-2222-2321-2420-2525-2625-27

SD4-SD5

LonguitudesLONGITUDES REALES (m)

1.003.003.101.806.223.781.501.821.75

2.651.60

12.553.204.801.801.553.661.254.675.942.526.003.401.801.553.661.254.675.940.286.003.40

PLANTA BAJA TERRAZATRAMO L R L T TRAMOSD-41 2.8 3.08 SD'-SD41-42 6.39 7.029 SD´-142-43 3.78 4.158 SD´-243-44 1.82 2.002 2--344-45 4.95 5.445 2--444-46 1.4 1.54 4--543-47 1.6 1.76

41-49 12.53 13.78348-49 3.3 3.63

PLANTA MEZZANINA 1TRAMO L R L TSD-33 3.41 3.75133-34 5.88 6.46834-35 2.77 3.04734-36 6.24 6.86433-37 1.53 1.68337-38 3.66 4.02638-39 2.65 2.91537-40 4.99 5.489

PLANTA MEZZANINA 2TRAMO L R L T

SD-26 2.8 3.0826-28 1.55 1.70528-29 3.66 4.02629-30 2.65 2.91528-32 4.97 5.46726-27 8.28 9.10827-31 6.23 6.853

PLANTA TIPO APTO 2 70M2TRAMO L R L T

SD´-6 2.48 2.728SD-7 1.64 1.8047--9 0.38 0.4189--8 1.58 1.7389--10 5.31 5.8417--11 5.44 5.984

11--12 2.88 3.16811-13' 0.48 0.52813´-13 0.29 0.31913-15 1.56 1.71613´-14 1.43 1.57313-CA 0.15 0.165CA-A 0.15 0.165A-B 1.44 1.584A-C´ 0.4 0.44C-C´ 1.58 1.738C´-D 0.54 0.594D-E 2.84 3.124D-F 5.33 5.863F-H 0.33 0.363H-I 4.45 4.895H-G 1.69 1.859

PLANTA TIPO APTO 1 140 M2TRAMO L R L T

SD-1.1 1.07 1.1771.1-16 5.03 5.53316-17 2.08 2.28817-18 3.87 4.25717-17´ 1.8 1.9816-19 3.89 4.27919-20 2.48 2.72820-21 2.68 2.94819-22 1.18 1.29822-23 3.46 3.80622-24 2.41 2.65124-25 2.77 3.04724-CA 0.15 0.165CA-A 0.15 0.165A-B 2.84 3.124A-C 2.48 2.728C-D 3.57 3.927C-E 1.21 1.331E-F 2.48 2.728F-G 2.76 3.036E-H 3.97 4.367H-I 0.63 0.693I-J 0.95 1.045H-K 2.07 2.277K-L 3.88 4.268

TERRAZAL R L T

0.2 0.222.48 2.7282.75 3.0251.08 1.188

4 4.42.09 2.299

TABLA DE GASTOS TABLA DE GASTOSPlanta Tipo 70m2 Planta Tipo 140m2

TRAMO PIEZA UG Ugtotal Q(l/s) TRAMO PIEZAI-H DUCHA 1.5 1.5 0.2

L-KDUCHA

LM 0.75 2.25 0.2 LMH-G LM 0.75 0.75 0.2 K-I -H-F - - 3 0.2 I-J LMF-D - - 3 0.2 I-H -E-D FP 2 2 0.2 H-E -D-C´ - - 5 0.38

G-FLM

C-C´ LV 3 3 0.2 LMB.A BATEA 2 2 0.2 F-E -C´-A - - 10 0.57 E-C -

A-CA - - 10 0.57 D-C FP

CA-13 - - 10 0.57 C-A Lv13-15 BATEA 2 2 0.2

B-ABATEA

13-13´ - - 12 0.63 DUCHA14-13´ LV 3 3 0.2 A-CA -13´-11 - - 15 0.73 CA-25 -11--12 FP 2 2 0.2

24-25BATEA

11--7 - - 17 0.8 DUCHA

10--9DUCHA 1.5 1.5 24-22 LV

WC 3 3 23-22 FPLM 0.75 5.25 0.39 22-19 WC

9--8LM 0.75 21--20 LMWC 3 3.75 0.25 LM

9--7 - - 9 0.53 20--19 -19--16 -

7-1.1 - - 26 1.11 18-17 DUCHASD' -SD - - 26 1.11 LM

WC

17-17´ WC

LM17-16 -16-1.1 -

1.1-SD´ -6-SD´ LAVAMOPAS

SD´-SD -

CAMINO CRITICO DEL SD CAMINO CRITICO DEL APTO1TRAMO LT Q HF alternativa

SD14-SD13 5.39 0.76 2.84 1966.99 1SD13-SD12 3.74 2.38 16.29 1964.15 2SD12-SD11 3.74 3.44 32.20 1947.86SD11-SD10 3.74 4.21 46.79 1915.66 3SD10-SD9 3.74 4.87 61.25 1868.87SD9-SD8 3.74 5.72 82.49 1807.62

SD8-SD7 3.74 6.51 104.79 1725.14 4SD7-SD6 3.74 7.28 128.87 1620.35SD6-SD5 3.74 8.03 154.50 1491.48SD5-SD4 3.74 8.77 181.86 1336.98SD4-SD3 3.74 9.47 209.62 1155.12SD3-SD2 3.74 9.58 214.15 945.50 5SD2-SD1 5.12 9.71 300.28 731.35SD1-SOT 3.58 9.81 213.89 431.07SOT-SES 3.63 9.81 217.18 217.18

CAMINO CRITICO DEL SD CAMINO CRITICO DEL APTO1TRAMO LT Q HF alternativa

SD14-SD13 5.39 0.76 2.84 1966.99 1SD13-SD12 3.74 2.38 16.29 1964.15 2SD12-SD11 3.74 3.44 32.20 1947.86SD11-SD10 3.74 4.21 46.79 1915.66 3SD10-SD9 3.74 4.87 61.25 1868.87SD9-SD8 3.74 5.72 82.49 1807.62SD8-SD7 3.74 6.51 104.79 1725.14 4SD7-SD6 3.74 7.28 128.87 1620.35SD6-SD5 3.74 8.03 154.50 1491.48SD5-SD4 3.74 8.77 181.86 1336.98SD4-SD3 3.74 9.47 209.62 1155.12SD3-SD2 3.74 9.58 214.15 945.50 5SD2-SD1 5.12 9.71 300.28 731.35SD1-SOT 3.58 9.81 213.89 431.07SOT-SES 3.63 9.81 217.18 217.18

TRAMO L R L TPM-33 0.80 0.8833-32 0.75 0.83 CAMINO CRITICO DEL APTO2

34-32 6.24 6.86 alternativa

32-30 2.69 2.96 1

31-30 2.54 2.79 2

30-SD14 0.15 0.17J-H 3.39 3.73I-H 1.91 2.10 3

H-G 4.28 4.71G-E 6.36 7.00F-E 5.28 5.81 4

E-C 1.16 1.28

D-C 3.09 3.40C-A 2.35 2.59B-A 1.64 1.80 CAMINO CRITICO DE TERRAZA

A-Ca 0.1 0.11 alternativa

Ca-28 0.1 0.11 1

29-28 1.74 1.9128-26 2.45 2.70 2

27-26 3.09 3.4026-24 1.12 1.2325-24 5.18 5.7024-20 6.34 6.9723-21 3.23 3.5522-21 1.82 2.0021-20 4.22 4.64

20-10.1 3.65 4.02 TABLA DE DIAMETROS10-10.1 2.95 3.25 TRAMO LR LT

10.1-SD13 0.25 0.28 SENS-SOT 3.30 3.63

H´-D´ 3.33 3.66 SOT-SD1 3.25 3.58

F´-E´ 1.53 1.68 SD1-SD2 4.65 5.12

G´-E´ 1.06 1.17 SD2-SD3 3.40 3.74

E´-D´ 0.39 0.43 SD3-SD4 3.40 3.74

D´-B´ 6.64 7.30 SD4-SD5 3.40 3.74

C´-B´ 1.84 2.02 SD5-SD6 3.40 3.74

B´-A´ 3.73 4.10 SD6-SD7 3.40 3.74

A´-Ca 0.15 0.17 SD7-SD8 3.40 3.74

CA-14 0.15 0.17 SD8-SD9 3.40 3.74

14--12 3.84 4.22 SD9-SD10 3.40 3.74

13--12 1.85 2.04 SD10-SD11 3.40 3.74

12--11 4.72 5.19 SD11-SD12 3.40 3.74

19--15 3.41 3.75 SD12-SD13 3.40 3.74

17--16 1.56 1.72 SD13-10.1 0.25 0.2818--16 1.06 1.17 10.1-20 3.65 4.0216--15 0.4 0.44 20-24 6.34 6.9715--11 1.92 2.11 24-26 1.12 1.2311-SD4 3.4 3.74 26-28 2.45 2.70

9--7 5.97 6.57 28-Ca 0.10 2.018--7 2.54 2.79 Ca-A 0.10 0.11

7-SD3 0.15 0.17 A-C 2.35 2.596--4 5.97 6.57 C-E 1.16 1.285--4 2.34 2.57 E-G 6.36 7.00

4-SD2 0.15 0.17 G-H 4.28 4.71PM-1.1 1.66 1.83 H-J 3.39 3.733-1.1 4.95 5.451.1-1 9.4 10.342--1 3.14 3.45

1-SD1 0.45 0.50

SDSot-sen 3.3 3.63

TABLA DE GASTOS TABLA DE GASTOSPlanta Tipo 140m2 Mezzanina 2

UG Ugtotal Q(l/s) TRAMO PIEZA UG1.5 1.5 0.2

30-29WC 3

0.75 2.25 0.2 LM 0.75- 2.25 0.2 28-32 PM 3

0.75 0.75 0.2 28-29 - -- 3 0.2 28-26 - -- 3 0.2 26-27 PM 3

0.75 0.75 0.2 27-31 PM 30.75 1.5 0.2 26-SD´ LAVAMOPAS 2

- 1.5 0.2- 4.5 0.32

2 2 0.2 TABLA DE GASTOS3 9.5 0.55 Planta Baja2 2 0.2 TRAMO PIEZA UG

1.5 1.5 0.2 46-44 PM 3- 13 0.67

45-44WC 3

- 13 0.67 LM 0.752 2 0.2 44-43 - -

1.5 1.5 0.2 47-43 PM 33 19.5 0.88 43-42 LM 0.752 2 0.2 42-41 PM 33 24.5 1.06 48-49 PM 3

0.75 0.75 0.2 49-41 PM 30.75 1.5 0.2 41-SD´ LAVAMOPAS 2

- 1.5 0.2 SD´-SDPB - -- 26 1.11

1.5 1.5 0.20.75 2.25 0.2

3 5.25 0.39

3 3 0.2 TABLA DE GASTOS0.75 3.75 0.25 SOTANO

- 9 0.53 TRAMO PIEZA UG- 35 1.24 BD-SD PM 3- 61 2.1

1.5 1.5 0.2- 62.5 2.13

CAMINO CRITICO DEL APTO1TRAMO LT Q HF

A-B 1.8 0.2 0.08 3.58A-C 2.59 0.62 0.94C-D 3.4 0.2 0.15 4.09A-C 2.59 0.62 0.94C-E 1.28 0.32 0.14E-F 5.81 0.2 0.26 4.23

A-C 2.59 0.62 0.94C-E 1.28 0.32 0.14E-G 7 0.2 0.31G-H 4.71 0.2 0.21H-I 2.1 0.2 0.09 4.59A-C 2.59 0.62 0.94C-E 1.28 0.32 0.14E-G 7 0.2 0.31G-H 4.71 0.2 0.21H-J 3.73 0.2 0.17 4.66

CAMINO CRITICO DEL APTO1TRAMO LT Q HF

A-B 1.8 0.2 0.08 3.58A-C 2.59 0.62 0.94C-D 3.4 0.2 0.15 4.09A-C 2.59 0.62 0.94C-E 1.28 0.32 0.14E-F 5.81 0.2 0.26 4.23A-C 2.59 0.62 0.94C-E 1.28 0.32 0.14E-G 7 0.2 0.31G-H 4.71 0.2 0.21H-I 2.1 0.2 0.09 4.59A-C 2.59 0.62 0.94C-E 1.28 0.32 0.14E-G 7 0.2 0.31G-H 4.71 0.2 0.21H-J 3.73 0.2 0.17 4.66

CAMINO CRITICO DEL APTO2TRAMO LT Q HF

B´-C´ 2.02 0.2 0.09 3.09B´-D´ 7.3 0.2 0.33D´-E´ 0.43 0.2 0.02E´-F´ 1.68 0.2 0.07 3.32B´-D´ 7.3 0.2 0.33D´-E´ 0.43 0.2 0.02E´-G´ 1.17 0.2 0.05 3.30B´-D´ 7.3 0.2 0.33D´-H´ 3.66 0.2 0.16 3.99

CAMINO CRITICO DE TERRAZATRAMO LT Q HF32-33 0.83 0.42 0.1533-PM 0.88 0.2 0.04 10.1932-34 6.86 0.46 1.43 4.33

TABLA DE DIAMETROSQ(L/S) D(") HF(m) CParriba(m) CPabajo(m) Cpiso(m) Carga(m)9.81 5.00 0.02 53.99 53.97 -1.55 55.529.81 5.00 0.02 53.97 53.95 1.70 52.259.71 5.00 0.03 53.95 53.92 6.35 47.579.58 5.00 0.02 53.92 53.90 9.75 44.159.47 5.00 0.02 53.90 53.88 13.15 40.738.77 5.00 0.02 53.88 53.86 16.55 37.318.03 5.00 0.02 53.86 53.85 19.95 33.907.28 4.00 0.04 53.85 53.81 23.35 30.466.51 4.00 0.03 53.81 53.78 26.75 27.035.72 4.00 0.02 53.78 53.76 30.15 23.614.87 3.00 0.07 53.76 53.69 33.15 20.544.21 3.00 0.05 53.69 53.63 36.90 16.733.44 3.00 0.04 53.63 53.59 40.30 13.292.38 2.50 0.05 53.59 53.55 43.70 9.851.43 1.00 0.11 53.55 53.43 43.70 9.731.24 1.00 1.29 53.43 52.14 43.70 8.440.89 1.00 1.21 52.14 50.93 43.70 7.230.85 1.00 0.20 50.93 50.73 43.70 7.030.78 0.75 1.49 50.73 49.24 43.70 5.540.67 0.75 0.84 49.24 48.40 43.70 4.700.67 0.75 0.05 48.40 48.36 43.70 4.660.62 0.75 0.93 48.36 47.42 43.70 3.720.32 0.75 0.14 47.42 47.29 43.70 3.590.20 0.75 0.31 47.29 46.98 43.70 3.280.20 0.75 0.21 46.98 46.77 43.70 3.070.20 0.75 0.17 46.77 46.60 43.70 2.90

Hftotal= 7.39

TABLA DE GASTOS TABLA DE GASTOSMezzanina 2 Planta Terraza

Ugtotal Q(l/s) TRAMO PIEZA UG Ugtotal6 SD´-1 LAVAMOPAS 2 2

7.5 4--5LM 0.75 0.75

3 WC 3 3.757.5 4--2 LM 0.75 4.5

10.5 3--2 WC 3 36 SD´-2 FP 2 9.53 SD´-SDT - - 12.5

18.5

TABLA DE GASTOS TABLA DE GASTOSPlanta Baja Mezzanina 1

Ugtotal Q(l/s) TRAMO PIEZA UG Ugtotal3 36-34 PM 3 33 35-34 PM 3 3

3.75 34-33 - - 66.75 39-38 WC 3

3 WC 3 69.75 LM 0.75

12.75 LM 0.75 7.53 38-37 - - 7.56 37-40 PM 3 3

20.75 37-33 - - 10.520.75 33-SD´

FP 2LAVAMOPAS 2 20.5

SD´-SDM2 - - 20.5

TABLA DE GASTOSSOTANO

Ugtotal Q(l/s)3

TABLA DE GASTOSPlanta Terraza

Q(l/s)

TABLA DE GASTOSMezzanina 1

Q(l/s)

DOTACIONES Descripcion LTS/DIA/m2 Area m2Sotano Estacionamiento 2 351.15

Planta baja Estacionamiento 2 300.63Planta baja Areas Verdes 10 34.67

Planta Mezzanina 1 Sala Fiesta 30 195.88Planta Mezzanina 1 Areas Verdes 2 26.70planta Mezzanina 2 Gimnasio 10 199.43planta Mezzanina 2 Areas Verdes 2 28.14

Planta Tipo1 12ptipox1aptox3hab 1200 12Planta Tipo2 12ptipox1aptox4hab 1350 12

Terraza Areas Verdes 2 25.57Terraza Piscina con Recirculacion 10 43.65Terraza Area de Descanso 10 43.65

Total

Bombas Uso Multifamiliar: 2 Bombas de Servicio, 1 Bomba PilotoQpiloto = 0.15*QminimoQservicio = 0.50*Qminimo he(hasta la ultima placa)

Vtanque = 41,155 m3hneta = 41,155m3 / 7mx2.60mhneta = 2,26m

Total lts/dia702.30601.26346.70

5876.4053.40

1994.3056.28

14400.0016200.00

51.14436.50436.50

41154.78

57.00 m

SD Diametros moderados-Camino Critico DminimosTABLA DE DIAMETROS

TRAMO LR LT Q(L/S) D(") V(m/s) HF(m)

sotanoSensor-1 1.00 1.10 2.11 2.00 1.04 0.03

1-SD1 3.00 3.30 2.11 2.00 1.04 0.10pbaja SD1-SD2 3.10 3.41 2.03 2.00 1.00 0.09mezz1 SD2-SD3 4.80 5.28 1.46 1.50 1.28 0.32mezz2 SD3-SD4 3.40 3.74 0.83 1.25 1.05 0.19ptipo1 SD4-SD5 3.40 3.74 0.00 5.00 0.00 0.00ptipo2 SD5-SD6 3.40 3.74 8.03 5.00 0.63 0.02ptipo3 SD6-SD7 3.40 3.74 7.28 4.00 0.90 0.04ptipo4 SD7-SD8 3.40 3.74 6.51 4.00 0.80 0.03ptipo5 SD8-SD9 3.40 3.74 5.72 4.00 0.71 0.02ptipo6 SD9-SD10 3.40 3.74 4.87 3.00 1.07 0.07ptipo7 SD10-SD11 3.40 3.74 4.21 3.00 0.92 0.05ptipo8 SD11-SD12 3.40 3.74 3.44 3.00 0.75 0.04ptipo9 SD12-SD13 3.40 3.74 2.38 2.50 0.75 0.05

ptipo10 SD13-SD14 3.40 3.74 1.43 1.00 2.82 1.56ptipo11 SD14-SD15 3.40 3.74 1.24 1.00 2.45 1.20ptipo12 SD15-SD16 3.40 3.74 0.89 1.00 1.76 0.65

SD16- 0.25 0.28 1.43 1.00 2.82 0.1110.1-20 3.65 4.02 1.24 1.00 2.45 1.2920-24 6.34 6.97 0.89 1.00 1.76 1.2124-26 1.12 1.23 0.85 1.00 1.68 0.2026-28 2.45 2.70 0.78 0.75 2.74 1.4928-Ca 0.10 2.01 0.67 0.75 2.35 0.84Ca-A 0.10 0.11 0.67 0.75 2.35 0.05A-C 2.35 2.59 0.62 0.75 2.18 0.93C-E 1.16 1.28 0.32 0.75 1.12 0.14E-G 6.36 7.00 0.20 0.75 0.70 0.31G-H 4.28 4.71 0.20 0.75 0.70 0.21H-J 3.39 3.73 0.20 0.75 0.70 0.17

Hftotal= 11.19

Tuberias no CriticasTABLA DE DIAMETROS

TRAMO LR LT Q(L/S) D(") V(m/s)SD2-2 1.00 1.10

2-3 3.00 3.303-4 3.10 3.414-5 4.80 5.284-6 3.40 3.746-9 3.40 3.746-7 3.40 3.747-8 3.40 3.74

2-10 3.40 3.7410-11 3.40 3.74

SD3-12 3.40 3.7412-13 3.40 3.7413-14 3.40 3.7414-15 3.40 3.7413-16 3.40 3.7412-17 3.40 3.7417-18 3.40 3.7417-19 0.25 0.28

SD4-20 3.65 4.0220-21 6.34 6.9721-22 1.12 1.2322-23 2.45 2.7021-24 0.10 2.0120-25 0.10 0.1125-26 2.35 2.5925-27 1.16 1.28

SD Diametros moderados-Camino Critico DminimosTABLA DE DIAMETROS TRAMO PIEZA U.G

CParriba(m) CPabajo(m) Cpiso(m) Carga(m) SD5-SD4 - -58.01 57.98 -1.55 59.53 27-25 PM 357.98 57.88 1.55 56.33 26-25 PM 357.88 57.79 6.35 51.44 25-20 - -57.79 57.47 9.75 47.72 24-21 PM 357.47 57.28 13.15 44.13 23-22 LM 0.7557.28 57.28 16.55 40.73 LM 0.7557.28 57.26 19.95 37.31 WC 357.26 57.23 23.35 33.88 WC 357.23 57.20 26.75 30.45 22-21 - -57.20 57.17 30.15 27.02 21-20 - -57.17 57.10 33.55 23.55 20-SD4 LAV 1.557.10 57.05 36.95 20.10 SD4-SD3 - -57.05 57.01 40.35 16.66 19-17 PM 357.01 56.96 43.75 13.21 18-17 PM 356.96 55.40 47.15 8.25 17-12 - -55.40 54.20 50.55 3.65 16-13 PM 354.20 53.55 53.95 -0.40 15-14 LM 0.7553.55 53.43 43.70 9.73 LM 0.7553.43 52.14 43.70 8.44 WC 352.14 50.93 43.70 7.23 WC 350.93 50.73 43.70 7.03 14-13 - -50.73 49.24 43.70 5.54 13-12 - -49.24 48.40 43.70 4.70 12-SD3 FP 248.40 48.36 43.70 4.66 LAV 1.548.36 47.42 43.70 3.72 SD3-SD2 - -47.42 47.29 43.70 3.59 11-10 PM 347.29 46.98 43.70 3.28 10-2 PM 346.98 46.77 43.70 3.07 8-7 LM 0.7546.77 46.60 43.70 2.90 WC 3

7-6 - -9-6 PM 36-4 - -5-4 PM 34-3 - -3-2 PM 3

2-SD2 LAV 1.5SD2-SD1 - -

SD1-1 PM 31-Sensor - -

U.G.TOTAL Q(L/S)- 03 0.23 0.26 0.423 0.2

7.5 0.4810.5 0.5918 0.8318 0.833 0.23 0.26 0.423 0.2

7.5 0.4810.5 0.59

38 1.463 0.26 0.42

3.75 0.253 0.2

6.75 0.453 0.2

9.75 0.5612.75 0.6620.25 0.958.25 2.0361.25 2.1161.25 2.11