Housing Facilities DWG Full Project for AutoCAD

Project health facility housing two floors – Installation Pluvial – plants – sections – Designations

Drawing labels, details, and other text information extracted from the CAD file (Translated from Galician):

Garages, Be dining room, Bathroom suite, Lav. Deposit, Kitchen, Toilet, Patio cutlery, Ppal entry, Master bedroom, Bedroom, Antebaño, bath, Tall plant, Underground, Room of machines, L.m., L.e, Project Eave, Project Beam, L.m., L.e, Ground floor, L.m., L.e, L.m., L.e, L.m., L.e, Empty to be dining room, bath, Antebaño, Llp, Meter, Llm, Bilge pump hp, Roof plant, L.m., L.e, L.m., L.e, Street axis, Pend, Street axis, Pluvial infiltration well absorbent prof .: diam .: no .:, Bti, B.acc, Ppa, Washing machines, B.acc, Dishwasher, Cdv, Bdt, Cll, Cll, Lip, Lip, Pluvial drainage gutter with wide gauge prof., Swim swimming cap .:, Lip, Cpvc pend, Cpvc, Jakuzzi, Cpvc pend, Bdt, Bdt, Tank inst Sanitary of p.r.f., Cap, Exit, B. Hydroneum., According to art. Rv, Cv termotanque, Thermoplastic Warming up, Cll, Important: the pool will be filled by tank tanks, the water maintained by means of the connection, the running water network is minimal replacement effects. The water of the emptying will be used for irrigation of patios not using the rain system at any time., Ppa, Cdv, Balcony, Pend, Cll, Cll, Cll, Cll, Balcony, Cll, Pend, Cll, Zinc gutter, Tall plant, Ground floor, Subsoil plant, L.m., L.vereda, Cut, Garages, Room of machines, Master bedroom, Bedroom, L.m., L.vereda, Sep. Conditional cm, Cut, Be dining room, Ppa, Cut, L.m., L.vereda, L.e, Kitchen, Master bedroom, Bedroom, Room of machines, Cpvc, Pluvial infiltration well absorbent prof .: diam .: no .:, B.acc, Bdt, B.acc, Ppa, Cll, Sif., Sif., Sif., Llp, Meter, Llm, L.m., Tank inst Sanitary of p.r.f., Cap, Exit, B. Hydroneum., According to art. Rv, Thermoplastic Warming up, Comparison plane, Adopted from n.p.t., C.c.v, Bdt, C.c.v, Cll, Cll, Cll, Cpvc, Cdv, Cpvc, Covered from level on the street axis, Sif., Sif., B.acc, Cdv, Cpvc, C.c.v, Cdv, Cdv, Cpvc, Thermoplastic Warming up, Tank inst Sanitary of p.r.f., Cap, Exit, B. Hydroneum., According to art. Rv, Comparison plane, Adopted from n.p.t., Bdt, Bilge pump hp, Cpvc, C.c.v, Bdt, Pluvial drainage gutter with wide gauge prof., Cll, Calculation of infiltration well waterproof surface is adopted a well of diameter of depth capacity with rotation of varied granulometry., Calculation of infiltration well waterproof surface is adopted a well of diameter of depth capacity with rotation of varied granulometry., Comparison plane, Adopted from n.p.t., Cll, C.c.v, Sep. Conditional cm, Desc. Pvc ac, Desc cpvc ppa pvc, Accessory artifacts, Laundry, Kitchen, Pc sif, Upload, bath, Mat, Bacc, Bti, Ppa, Pvc, Mat, Hot water, Downs, Cold water, Mat, Drain pipe, Design, Column, Hor.col., Stretch, Pvc, Primary, No, Mat, Ventilation, Water pipes, Pvc, Pvc, No, Mat, Pluvial, No, Pvc, Mat, Desc cpvc ppa pvc, Toilette, Desc., Pvc, Pvc, Pvc, Table summary, Pl cs, Cs desc., Ip dai, Desc cpvc ppa pvc, bath, Ip dai be jac. Yes, bath, Desc cpvc ppa pvc, Ip dai be du, Ip dai be jac. Yes, Pl sif, Outside pl, Pl sif, Desc. Pvc ac

Raw text data extracted from CAD file:

1,2 3 2,56 2,02 2,35 2,25 2,23 2,22 2,21 2,12 1,86 2,7 1,91 1,91 1,86 2,21 2,42 2,12 0,7 0,67 0,19 2,56 1,5 3 3 2,59 COCHERAS ESTAR – COMEDOR BAÑO SUITE LAV. DEPÓSITO COCINA TOILET PATIO TENDEDERO ENTRADA PPAL DORMITORIO PRINCIPAL DORMITORIO C DORMITORIO B DORMITORIO A ANTEBAÑO A BAÑO B PLANTA ALTA SUBSUELO SALA DE MAQUINAS L.M L.E N N N proy. alero proy. viga proy. viga proy. viga proy. viga proy. viga – 1.72 L.M L.E PLANTA BAJA L.M L.E L.M L.E L.M L.M L.E VACIO S/ ESTAR – COMEDOR BAÑO A ANTEBAÑO B PC PL CS LLP Medidor LLM Du \W5.02381; Bomba de \W5.07143; achique 1 HP PLANTA DE TECHOS L.M L.e L.M L.e EJE DE CALLE nº10b (a=16,00m) N Pend. 2% Pend. 2% Pend. 2% Pend. 3% Pend. 3% Pend. 3% Pend. 3% EJE DE CALLE nº1(a=30m) POZO de INFILTRACION PLUVIAL ABSORVENTE PROF.: 12mts. DIAM.: Ø1.5mts. CAP.: 85m³ -1.72 – 1.72 -1.18 BTI 1 B.Acc. PPA PPA PPA PPA PPA PPA 1 1 – 1.72 +0.70 2 3 1 1 2 4 3 1 1 4 4 3 3 lavarropas Be IP IP Lº Lº PL B.Acc. lavavajillas CI 0.60×0.60 1 CDV 1 BDT 1 1 CLL 2 CLL 3 LIP 2LIP LIP LIP canaleta desagüe pluvial con rejilla ancho 20cm prof. 30cm pileta natación CAP.: 30m³ LIP cs CV d110mm CPVC d110 pend 1:33 CPVC d110 pend 1:33 CPVC d110-p. 1:33 CPVC d110-p. 1:33 CPVC d110-p. 1:33 1.498193566174336 Jakuzzi – 1.72 +1.26 – 1.72 +0.75 – 1.72 +0.80 – 1.72 -0.52 – 1.72 -0.56 – 1.72 -0.66 – 1.72 -0.62 – 1.72 -0.66 – 1.72 ±0.00 1 2 3 CPVC d110 pend 1:100 CPVC d110 pend 1:100 1 1 3 4 BDT 2 BDT 3 PL cisterna inst. sanitaria de P.R.F. (1 y 2) cap 2000lts (cantidad 2) ent.19mm – salida 19mm (cant 2) B. Hidroneum. 1 HP” según ART. 6-2-6 RV CV d125mm termotanque \W9.23864; Termotanque AR \W9.18132; Cap. 56lts. \W9.19417; calentamiento 760lts/h 3 CLL IMPORTANTE: La pileta será llenada por camiones cisternas y el agua mantenida por medios químicos, la conexión a la red de agua corriente es a efectos de reposición mínima. El agua del vaciado será usada para riego de patios y jardines, no utilizándose el sistema pluvial en ningún momento. 1 4 3 2 2 Du Ba Du Ba Be Be PPA PPA IP IP Lº Lº Lº Lº CV d110mm CV d110mm CDV 1 – 1.72 +3.93 Balcón Pend. 2% Pend. 2% – 1.72 +4.03 – 1.72 +3.93 – 1.72 +3.93 – 1.72 +3.93 1 CLL 2 CLL 4 CLL 4 CLL Balcón Balcón 3 CLL Pend. 2% Pend. 2% 1 CLL canaleta zinc 15cm x 20cm PLANTA ALTA PLANTA BAJA PLANTA SUBSUELO L.M L.vereda \W7.71843; CORTE C-C COCHERAS SALA DE MAQUINAS DORMITORIO PRINCIPAL DORMITORIO B L.M L.vereda Sep. conlindancia e=2.5 cm +0.15 \W7.68323; CORTE B-B ESTAR – COMEDOR PPA CI 0.60×0.60 2 \W7.71532; CORTE A-A L.M L.vereda L.e COCINA DORMITORIO PRINCIPAL DORMITORIO C DORMITORIO B DORMITORIO A SALA DE MAQUINAS CPVC d110-p. 1:33 POZO de INFILTRACION PLUVIAL ABSORVENTE PROF.: 12mts. DIAM.: Ø1.5mts. CAP.: 21m³ B.Acc. BDT 3 IP B1-B2 IP CI 0.60×0.60 2 B.Acc. PPA PPA CI 0.60×0.60 1 4 CLL Sif. c/ac. PC Sif. c/ac. PL Sif. c/ac. PC IP 1 CS LLP Medidor LLM 1 L.M cisterna inst. sanitaria de P.R.F. (1 y 2) cap 2000lts (cantidad 2) ent.19mm – salida 19mm (cant 2) B. Hidroneum. 1 HP” según ART. 6-2-6 RV \W9.23864; Termotanque AR \W9.18132; Cap. 56lts. \W9.19417; calentamiento 760lts/h 1 2 2 1 IP PLANO de COMPARACIÓN adoptado a 3.00m desde N.P.T. c.c.v BDT 1 c.c.v 1 CLL 1 CLL 2 CLL CPVC d110-p. 1:33 CPVC d110-p. 1:33 CPVC d110-p. 1:33 CDV 1 CPVC d110-p. 1:100 CPVC d110-p. 1:100 CPVC d110-p. 1:33 \W8.28571; Tapada 1.20m desde \W8.23810; nivel +/- 0.00 en eje de calle ±0.00 ±0.00 ±0.00 ±0.00 5 CI 0.60×0.60 1 IP IP Sif. c/ac. PC Sif. c/ac. B.Acc. B.Acc. CI 0.60×0.60 2 IP IP PC ±0.00 CDV 1 CPVC d110-p. 1:33 CPVC d110-p. 1:33 c.c.v CDV 1 CDV 1 1.201677010997855 ±0.00 ±0.00 ±0.00 ±0.00 CPVC d110-p. 1:33 1 CV CV \W9.23864; Termotanque AR \W9.18132; Cap. 56lts. \W9.19417; calentamiento 760lts/h cisterna inst. sanitaria de P.R.F. (1 y 2) cap 2000lts (cantidad 2) ent.19mm – salida 19mm (cant 2) B. Hidroneum. 1 HP” según ART. 6-2-6 RV PLANO de COMPARACIÓN adoptado a 3.00m desde N.P.T. 2 1 1 2 3 4 3 BDT 2 \W5.02381; Bomba de \W5.07143; achique 1 HP 3 CPVC d110-p. 1:100 CPVC d110-p. 1:100 c.c.v BDT canaleta desagüe pluvial con rejilla ancho 20cm prof. 30cm 4 CLL ±0.00 ±0.00 CALCULO DE POZO DE INFILTRACIÓN SUPERFICIE IMPERMEABLE 161.50m² 161.50m²/12 = 13.46 Se adopta un pozo de 1.5mts de diámetro y de 12mts. de profundidad capacidad 21m³, con canto rodado de variada granulometría. 2.557266827277886 2.021722170109797 2.354394315277318 2.245896426757781 2.232122694090322 2.223699212993779 2.209789732183935 2.120796109372691 1.85878973218405 2.700000000000728 1.910336516777761 1.910336516777988 1.858789732183823 2.209789732184618 2.418367733205741 2.120796109372577 0.7017418218547959 0.6696235899388512 0.1904223333298205 2.559020779886851 CALCULO DE POZO DE INFILTRACIÓN SUPERFICIE IMPERMEABLE 161.50m² 161.50m²/12 = 13.46 Se adopta un pozo de 1.5mts de diámetro y de 12mts. de profundidad capacidad 21m³, con canto rodado de variada granulometría. ±0.00 2.999999999999886 PLANO de COMPARACIÓN adoptado a 3.00m desde N.P.T. 3.000000000000057 CV 3 CV 3 CV 2 3 CLL c.c.v c.c.v CV 2 2.589000036352672 ±0.00 ±0.00 ±0.00 ±0.00 Sep. conlindancia e=2.5 cm Desc. C PVC d50 a B Ac d110 Desc CPVC d 40 a PPA PVC d 63 Desc CPVC d 40 a PPA PVC d 63 ARTEFACTOS Y ACCESORIOS LAVADERO COCINA PC 2CS Sif d 50 1 Subida BAÑO Hidro3 Mat BAcc BTI PPA 1 1 d 25 d 19 4 PVC PVC 110 63 Hidro3 Mat Agua Caliente Bajadas Agua Fria Mat Hidro3 d 25-19-13 d 19-13 CAÑERIA DE DESAGUE Design Columna Hor.Col. Tramo IP 1 1 2 PVC PVC PVC 110 110 110 Primaria No. Mat d Ventilación CAÑERIAS DE AGUA 1 PVC 1 a 2 PVC 3 110 110 No. Mat Pluvial d No. 110 PVC Mat d 2 —- —- —- 3 4 Desc CPVC d 40 a PPA PVC d 63 TOILETTE 2 1CS desc. d 50 1 PVC 110 1 PVC 110 1 1 PVC 110 CUADRO RESUMEN d 19 d 19 d 25 PL 2 CS 1 CS desc. d50 IP DAI – L 2CS Desc CPVC d 40 a PPA PVC d 63 BAÑO 3 IP DAI – 2L 4CS – Be 2CS – Jac. 2cs – Ba Du 2cs -2LLP 2 BAÑO 3 Desc CPVC d 40 a PPA PVC d 63 IP DAI – L 2CS – Be 2CS – Du 2cs -2LLP IP DAI – 2L 4CS – Be 2CS – Jac. 2cs – Ba Du 2cs -2LLP PL 2CS Sif d 50 PL exterior PL 2CS Sif d 50 Desc. C PVC d50 a B Ac d110