Housing Plumbing DWG Detail for AutoCAD

Housing Plumbing DWG Detail for AutoCAD

Details – dimensions – axonometric

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

Parking spaces / garages, Living room, Bathroom suite, Lav. Deposit, kitchen, Toilet, Patio clothesline, Input ppal, Main bedroom, bedroom, Antebaum, bath, subsoil, machine room, you, Proy. eaves, Proy. beam, Lm, Empty to be dining room, bath, Antebaum, Llp, measurer, Llm, Hp bilge pump, Roof plant, Lm, Pend., Absorbent rain gutter prof .: diam .: cap .:, B.acc., Ppa, washing machine, B.acc., dishwasher, Cdv, Bdt, Cll, Cll, Lip, Lip, Gutter drain gutter with mesh width prof., Swimming pool cap:, Lip, Cpvc pend, Cpvc, Jakuzzi, Cpvc pend, Bdt, Bdt, Cistern inst. P.r.f., chap, departure, B. Hydroneum., According to art. Rv, Cv hot water tank, Water heater cap. heating, Cll, Important: the sink will be filled by tankers water maintained by means of the connection the mains water is minimal replacement effects. The drainage water will be used for irrigation of patios not using the rainfall system at any time., Ppa, Cdv, balcony, Pend., Cll, Cll, Cll, Cll, balcony, Cll, Pend., Cll, Zinc channel, top floor, low level, Plant subsoil, cut, Parking spaces / garages, machine room, Main bedroom, bedroom, sep. Conlindancia cm, cut, Living room, Ppa, cut, Lm, L.vereda, you, kitchen, Main bedroom, bedroom, machine room, Cpvc, Absorbent rain gutter prof .: diam .: cap .:, B.acc., Bdt, B.acc., Ppa, Cll, Sif., Sif., Sif., Llp, measurer, Llm, Lm, Comparison plane, Adopted from n.p.t., C.c.v, Bdt, C.c.v, Cll, Cll, Cll, Cpvc, Cdv, Cpvc, Covered from street level, Sif., Sif., B.acc., Cdv, Cpvc, C.c.v, Cdv, Cdv, Cpvc, Comparison plane, Adopted from n.p.t., Bdt, Hp bilge pump, Cpvc, C.c.v, Bdt, Gutter drain gutter with mesh width prof., Cll, Calculation of infiltration well waterproof surface is adopted a well of diameter of depth capacity with boulder of varied granulometry., Comparison plane, Adopted from n.p.t., Cll, C.c.v, sep. Conlindancia cm, Desc. Pvc ac, Desc cpvc ppa pvc, Accessory artifacts, laundry, kitchen, Pc sif, rise, bath, Mat, Bacc, Bti, Ppa, Pvc, Mat, Hot water, Downs, cold water, Mat, Drainpipe, Design, column, Hor.col., section, Pvc, primary, do not., Mat, ventilation, Water pipes, Pvc, Pvc, do not., Mat, pluvial, do not., Pvc, Mat, Desc cpvc ppa pvc, Toilet, Desc., Pvc, Pvc, Pvc, summary table, Pl cs, Cs desc., Ip dai, Desc cpvc ppa pvc, bath, Ip dai be jac. Ba du, bath, Desc cpvc ppa pvc, Ip dai be du, Ip dai be jac. Ba du, Pl sif, Outdoor pl, Pl sif, Desc. Pvc ac, Lm, you, Lm, you, departure, Sun, background, approval, Location sketch, Esc., Location:, New plane, home:, owner:, builder, Building under construction, Signature owner, Rainwater pumping well, Cv hot water tank, Rainwater pumping well, Hp bilge pump, Calculation of infiltration well waterproof surface is adopted a well of diameter of depth capacity with boulder of varied granulometry., Water heater cap. heating, Cistern inst. P.r.f., chap, departure, B. Hydroneum., According to art. Rv, Water heater cap. heating, Cistern inst. P.r.f., chap, departure, B. Hydroneum., According to art. Rv

Raw text data extracted from CAD file:

\A1;31.4440 \A1;5.0337 1,5 3 3 2,56 0,67 0,7 2,7 2,02 0,19 2,59 3 1 1,29 1,34 1,49 1,89 1,69 1,6 1,58 1,59 1,57 1,62 1,29 1,85 1,34 1.60 1,54 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 SUBSUELO SALA DE MAQUINAS L.E N N proy. alero proy. viga proy. viga proy. viga proy. viga proy. viga - 1.72 L.M L.M L.M 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.M Pend. 2% Pend. 2% Pend. 2% Pend. 3% Pend. 3% Pend. 3% Pend. 3% POZO de INFILTRACION PLUVIAL ABSORVENTE PROF.: 12mts. DIAM.: Ø1.5mts. CAP.: 22.2 m³ -1.72 - 1.72 -1.18 B.Acc. 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 0.60x0.60 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-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 -0.44 - 1.72 -0.51 - 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 \W9.08530; Termotanque AR \W9.01706; Cap. 56lts. \W9.02756; 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 \W7.71843; CORTE C-C COCHERAS SALA DE MAQUINAS DORMITORIO PRINCIPAL DORMITORIO B Sep. conlindancia e=2.5 cm \W7.68323; CORTE B-B ESTAR - COMEDOR PPA CI 0.60x0.60 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 0.60x0.60 2 B.Acc. PPA CI 0.60x0.60 1 4 CLL Sif. c/ac. PC Sif. c/ac. PL Sif. c/ac. PC IP 1 CS LLP Medidor LLM 1 L.M 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 1.00m desde \W8.23810; nivel +/- 0.00 en eje de calle ±0.00 ±0.00 ±0.00 ±0.00 5 CI 0.60x0.60 1 IP IP Sif. c/ac. PC Sif. c/ac. B.Acc. CI 0.60x0.60 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 1.00167701099781 ±0.00 ±0.00 ±0.00 ±0.00 CPVC d110-p. 1:33 1 CV CV 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 1.890492407318561 2.021722170109683 1.690015602865287 1.585560827882887 1.571787095215313 1.595461541621262 1.575597749990607 1.486604127179476 1.285171237863779 2.700000000000728 1.341546784593902 1.336718022457717 1.289999999999964 5 1.849578001021882 1.542831951471271 0.7017418218546823 0.6696235899387375 0.1904346282070719 2.559020779886964 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 21,2 m³, con canto rodado de variada granulometría. ±0.00 3.0 PLANO de COMPARACIÓN adoptado a 3.00m desde N.P.T. 2.999999999999943 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 L.M L.e 5 5 L.M L.e N N PARTIDA N° Sol.Nº ANTECEDENTES APROBACIÓN CROQUIS DE UBICACIÓN ESC. 1:100 UBICACIÓN: PLANO NUEVO DOMICILIO: PROPIETARIO: CONSTRUCTOR EDIFICIO EN CONSTRUCCIÓN 1 FIRMA PROPIETARIO \W0.95238; Pozo \W0.95238; de \W0.95238; bombeo \W0.95238; pluvial \W0.95238; (cap.: \W0.95238; 500l) CV d110mm CV d110mm CV d125mm termotanque CV d110mm CV d110mm \W0.95238; Pozo \W0.95238; de \W0.95238; bombeo \W0.95238; pluvial \W0.95238; (cap.: \W0.95238; 500l) \W1.19048; Pozo de \W1.19048; bombeo \W1.19048; pluvial \W1.19048; (cap.: 500l) \W5.02381; Bomba de \W5.07143; achique 1 HP 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 21,2 m³, con canto rodado de variada granulometría. \W9.08530; Termotanque AR \W9.01706; Cap. 56lts. \W9.02756; 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 \W9.08530; Termotanque AR \W9.01706; Cap. 56lts. \W9.02756; 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 A A B B A A B B A A B B A A B B 1.623195084518557

Language	Spanish
Drawing Type	Detail
Category	Mechanical, Electrical & Plumbing (MEP)
Additional Screenshots
File Type	dwg
Materials
Measurement Units
Footprint Area
Building Features	Pool, Garage, Deck / Patio, Car Parking Lot, Garden / Park
Tags	autocad, axonometric, DETAIL, details, dimensions, DWG, einrichtungen, facilities, gas, gesundheit, Housing, l'approvisionnement en eau, la sant, le gaz, machine room, maquinas, maschinenrauminstallations, plumbing, provision, wasser bestimmung, water