Hydraulic Systems Room House 2 Levels DWG Detail for AutoCAD

Hydraulic Systems Room House 2 Levels DWG Detail for AutoCAD

HYDRAULIC SYSTEM HOUSE ROOM 2 LEVELS IN AUTOCAD; WITH DETAILS OF CALCULATION AND DIMENSIONAMIENTODE TANK; Hydropneumatic SYSTEM AND PRESSURE DROP; WITH DETAILS IN ISOMETRIC REPRESENTATIVE FURNITURE RUNS A HOT AND COLD WATER GOING THROUGH BOILERS; TAKE FROM MUNICIPAL; WITH NOTES AND SYMBOLS AND DETAIL IN FIRST LEVEL; SECOND LEVEL AND ROOF.

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

sink, Step valve, Take home, Float valve, toilet, sink, Motor pump, Ecotec, Chetumal technological institute, Contreras mendez alejandro, date:, scale:, facilities, Unit architect said moreno diaz, Plan, north, Of project, Signature stamps, Specifications:, Data of the project:, work, total area, Sup, Sup Built:, cadastral key:, Apple:, lot:, do not. official:, existing, density, Occupation c.o.s, intensity, use, do not. drawers, localization map, density, Low, House room, Hydraulic project, Apartment Of earth science, Theme drinking water facilities, Heater, Union nut connection, laundry, Lav, washing machine, Type of detail, check valve, sewer system, Detail number, AC. Palermo, AC. Camellias, AC. Palermo, return, Chetumal technological institute, Contreras mendez alejandro, date:, scale:, facilities, Unit architect said moreno diaz, Plan, north, Of project, Signature stamps, Specifications:, Data of the project:, work, total area, Sup, Sup Built:, cadastral key:, Apple:, lot:, do not. official:, existing, density, Occupation c.o.s, intensity, use, do not. drawers, localization map, density, Low, House room, Hydraulic project, Apartment Of earth science, Theme drinking water facilities, AC. Palermo, AC. Camellias, AC. Palermo, return, Plant set, The capacity of the tank is given two times the minimum daily expenditure per regulation cap. Cist. Qmd lts to size the cistern vt long high width cm, Hydraulic hydraulics, All hydraulic tubing will be rigid type copper including connections. All the connections will be of weldable copper for the pipe joints will be used spool welding paste all the tubing will be tested a constant pressure of for a period of hours all the furniture carry in its outlet a camera of air of cm of cant to avoid The water hammer The water tank will be placed above the outlet of the highest piece of furniture. In all the descents of the water will be placed a jug of air that finishes cm above the superior level of the water tank. All drawings are schematic are not scale. All the indicated diameters are given in mm. For the laying of pipes will coordinate the work with the structural member in order to prevent the steps by the structural elements the pipe steps will be done using pipe tubes pvc two diameters greater than the pipe to be installed. Any change to the project can be made with the authorization of the respondent of the previous work justification, water depth, air chamber, Carcamo tank trap, balcony, bedroom, bath, hall, bedroom, bath, balcony, balcony, principal, area, area, rooftop, of games, fourth, fitness center, Deposit, laundry, Bed service, Grills, area of, bath, hall, area, area, garden, garage, kitchen, first level, Diary, dinning room, bath, study, receipt, living room, dinning room, Pub, pantry, entry, area, For ventilation, Extractor location, Domestic extractor, For bathroom with shower, Cms watts box, Hydraulic hydraulics, sink, Air jug, Cold water service line, Water supply line, Sja, Elbow type connection, Connection type, Cold water rises, Cold water drop, Baf, Saf, Take water tank, watering can, toilet, sink, Hot water service line, Furniture outlet, Hot water rises, Sac, Hot water drop, Bac, Of the tank cistern, According to the regulation in relation the minimum water supply establishes that the calculation of the volume of cistern are determined the mobile units where according to the number of bedrooms there will be two people in each adding a person more to the total giving a total of to determine the volume Of water multiply the number of people by the expenses that is to say: vol water lts lts minimo lts, second level, Take home, Municipal connection, ., Built in work cap., Prefabricated vertical type rotoplas cap. Lts, in construction, Municipal connection, line, Built on site, ., Prefabricated vertical type rotoplas cap. Lts, Isometric line, Isometric, Isometric heater, Isometrico heater yisometrico heater bathroom washbasin bedroom, Isometric, Isometric, Isometric, Isometric

Raw text data extracted from CAD file:

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VALVULA FLOTADOR INODORO WC F FREGADERO \W2.28892; \W1.50000x;\T1.15000;M MB MOTOBOMBA 1 \W1.1;P R O Y E C T O S E I N S T A L A C I O N E S ECOTEC INSTITUTO TECNOLOGICO DE CHETUMAL CONTRERAS MENDEZ ALEJANDRO CESAR\fArial Narrow|b0|i0|c0|p34;\H0.93309x; FECHA: ESCALA: 1:75 INSTALACIONES UNIDAD 1 ARQUITECTO SAID MORENO DIAZ \T0.75;NUM. DE PLANO : \T0.75;ALUMNO: NORTE \LPLANOS DE PROYECTO SELLOS Y FIRMAS : ESPECIFICACIONES: DATOS DEL PROYECTO: OBRA NUEVA:______________m2. AMPLIACION:_______________ m2. REGULARIZACION:__________ m2. DEMOLICION:_______________ m2. SUPERFICIE TOTAL A TRAMITAR:_______m2. SUP. M2. TERRENO:________________. SUP. M2. CONSTRUIDOS: CLAVE CATASTRAL: MANZANA: LOTE: No. OFICIAL: EXISTENTE __________. DENSIDAD HAB/HAS:_________________. OCUPACION C.O.S :__________________. INTENSIDAD C.U.S.:__________________. ZONA:______________________________. USO Y DESTINO:_____________________. No. CAJONES ESTACIONAMIENTO:_____. CROQUIS DE LOCALIZACIÓN 0.65 DENSIDAD HAB/HAS:_________________. HABITACIONAL POPULAR BAJA CASA HABITACION 121/150/HAB/HA 1.2 2 327.12 ARQUITECTURA\H0.40689x; 0101-056-0167-000009 223.25 X 223.25 REMODELACION:___________ m2. PROYECTO HIDRAULICO H-1 223.25 DEPTO. DE CIENCIAS DE LA TIERRA TEMA INSTALACIONES DE AGUA POTABLE 4° "B" CALENTADOR CONEXION TUERCA UNION LAVADERO LA LAV LAVADORA TIPO DE DETALLE VALVULA CHECK DRENAJE NUMERO DE DETALLE CA. PALERMO CA. CAMELIAS CA. PALERMO RETORNO 7 272 2 INSTITUTO TECNOLOGICO DE CHETUMAL CONTRERAS MENDEZ ALEJANDRO CESAR\fArial Narrow|b0|i0|c0|p34;\H0.93309x; FECHA: ESCALA: 1:75 INSTALACIONES UNIDAD 1 ARQUITECTO SAID MORENO DIAZ \T0.75;NUM. DE PLANO : \T0.75;ALUMNO: NORTE \LPLANOS DE PROYECTO SELLOS Y FIRMAS : ESPECIFICACIONES: DATOS DEL PROYECTO: OBRA NUEVA:______________m2. AMPLIACION:_______________ m2. REGULARIZACION:__________ m2. DEMOLICION:_______________ m2. SUPERFICIE TOTAL A TRAMITAR:_______m2. SUP. M2. TERRENO:________________. SUP. M2. CONSTRUIDOS: CLAVE CATASTRAL: MANZANA: LOTE: No. OFICIAL: EXISTENTE __________. DENSIDAD HAB/HAS:_________________. OCUPACION C.O.S :__________________. INTENSIDAD C.U.S.:__________________. ZONA:______________________________. USO Y DESTINO:_____________________. No. CAJONES ESTACIONAMIENTO:_____. CROQUIS DE LOCALIZACIÓN 0.65 DENSIDAD HAB/HAS:_________________. HABITACIONAL POPULAR BAJA CASA HABITACION 121/150 HAB/HA 1.20 2 327.12 ARQUITECTURA\H0.40689x; 223.25 X 223.25 REMODELACION:___________ m2. PROYECTO HIDRAULICO H-1 223.25 DEPTO. DE CIENCIAS DE LA TIERRA TEMA INSTALACIONES DE AGUA POTABLE 4° "B" CA. PALERMO CA. CAMELIAS CA. PALERMO RETORNO 7 PLANTA DE CONJUNTO 19 32 31 30 29 28 27 21 22 23 24 25 26 20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 LA CAPACIDAD DE LA CISTERNA SE DA DOS VECEZ EL GASTO MINIMO DIARIO POR REGLAMENTO (QMD). CAP. CIST. ___ 2 ( QMD ) ___ 2 (2600 Lts) = 5200 Lts PARA DIMENSIONAR LA CISTERNA 2a X a = VT = 5.2 M³ a² = 5.2/2 a= \U+221A A 5.2 / 2 a= 1.6 M 2a X a = 2(1.6) X 1.6 = 5.2 3.2 X 1.6 = 5.2 = LARGO 3.2 X ANCHO 1.6 X ALTO 1.6(MAS .40 CM DE CAMARA DE AIRE) \LNOTAS HIDRAULICASHIDRAULICAS 1.- TODA LA TUBERIA HIDRAULICA SERA DE COBRE RIGIDO TIPO "M" INCLUYE CONEXIONES. 2.- TODAS LAS CONEXIONES SERAN DE COBRE SOLDABLE 3.- PARA LAS UNIONES DE TUBERIA SE USARA SOLDADURA DE CARRETE PLOMO/ESTAÑO 50/50 Y PASTA FUNDENTE 4.- TODA LA TUBERIA SE PROBARA A UNA PRESION CONSTANTE DE 8 KG/CM ² POR UN TERMINO DE 12 HORAS 5.- TODOS LOS MUEBLES LLEVAN EN SU SALIDA UNA CAMARA DE AIRE DE 40 CM DE PERALTE PARA EVITAR EL GOLPE DE ARIETE. 6.- EL TINACO SE COLOCARA A 1.50 M POR ARRIBA DE LA SALIDA DEL MUEBLE MÁS ALTO. 7.- EN TODAS LAS BAJADAS DEL AGUA SE COLOCARA UN JARRO DE AIRE QUE REMATARA 30 CM POR ARRIBA DEL NIVEL SUPERIOR DEL TINACO. 8.- TODOS LOS DIBUJOS SON ESQUEMATICOS Y NO ESTAN A ESCALA. 9.- TODOS LOS DIAMETROS INDICADOS ESTAN DADOS EN MM. 10.- PARA EL TENDIDO DE TUBERIAS SE COORDINARAN LOS TRABAJOS CON EL RESPOSABLE ESTRUCTURISTA CON EL FIN DE PREVENIR LOS PASOS POR LOS ELEMENTOS ESTRUCTURALES 11.- LOS PASOS DE TUBERIA SE HARAN UTILIZANDO CAMISAS DE TUBO DE PVC DOS DIAMETROS MAYOR AL TUBO POR INSTALAR. 12.- TODO CAMBIO AL PROYECTO SE PODRA REALIZAR CON LA AUTORIZACION DEL RESPONDABLE DE LA OBRA Y PREVIA JUSTIFICACION . TIRANTE DE AGUA CAMARA DE AIRE CARCAMO TRAMPA DE CISTERNA 3.2 1.6 1 .40 BALCON DORMITORIO - 01 DORMITORIO - 02 DORMITORIO - 03 BAÑO HALL DORMITORIO - 04 DORMITORIO BAÑO BAÑO BALCON BALCON CL BALCON PRINCIPAL CL CL CL CL CL NPT+3.15 10 9 23 22 21 20 19 18 11 12 13 14 15 16 17 8 7 6 5 4 3 9 10 11 12 13 14 15 16 17 18 19 AREA 16.90 m2 AREA 16.40 m2 AREA 17.40 m2 AREA 17.30 m2 AREA 20.00 m2 AREA 6.60 m2 AREA 15.60 m2 AREA 5.30 m2 AREA 4.20 m2 0.25 5 5 5 5 5 5 5 3.80 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1.50 P4 P8 P8 P8 P4 P4 P4 P4 P4 M3 M2 M2 V11 V10 V9 V8 . . . . A B D G . . . . . 1 5 8 13 AREA 2.10 m2 AREA 4.20 m2 AREA 8.00 m2 AZOTEA DE JUEGOS CUARTO GIMNASIO DEPOSITO LAVANDERIA DORM. SERVICIO PARRILLAS AREA DE 32 31 30 29 28 27 26 25 BAÑO BAÑO NPT+5.85 HALL 19 32 31 30 29 28 27 21 22 23 24 25 26 20 AREA 24.00 m2 AREA 18.80 m2 AREA 6.30 m2 AREA 9.70 m2 AREA 6.80 m2 AREA 44.25 m2 AREA 2.10 m2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 <> 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 P2 P5 P5 P4 P8 P4 M5 M4 V15 V15 V14 V14 V14 V14 V13 V12 . . . . A B E G . . 8 16 19 17 8 6 1 . . . . 5 AREA 78.40 m2 AREA 15.50 m2 JARDIN COCHERA COCINA PRIMER NIVEL DE DIARIO COMEDOR BAÑO ESTUDIO RECIBO SALA COMEDOR BAR DESPENSA NPT+0.15 INGRESO NPT+0.45 NPT+0.45 NPT+0.45 NPT+0.30 NPT+0.30 NPT+0.30 NPT+0.15 NPT±0.00 CL 3 4 5 6 7 8 9 10 NPT+0.45 NPT±0.00 1 2 3 4 5 6 7 8 1 2 AREA 51.30 m2 AREA 25.00 m2 AREA 11.90 m2 AREA 10.90m2 AREA 2.80 m2 1.70 5 5 5 5 5 5 4.30 10.57 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PARA VENTILACION UBICACION EXTRACTOR EXTRACTOR DOMESTICO PARA BAÑO CON REGILLA d 15 cms 25 Watts caja B-15 5 5 5 5 5 5 5 P4 P7 P6 P4 P5 P4 P3 P2 M1 V7 V6 V5 V4 V3 V2 V1 P1 5 1/2 F F . . . . A B D G F E 10 C D . . . . A B G 12 17 8 . . . . 7 9 10 10 11 12 14 17 18 16 18 15 17 18 15 E \LSIMBOLOGIA HIDRAULICAHIDRAULICA LAVABO SUBE JARRO DE AIRE LINEA DE SERVICIO AGUA FRIA LINEA DE ABASTECIMIENTO DE AGUA SJA CONEXION TIPO CODO 90° CONEXION TIPO "TE" SUBE AGUA FRIA BAJADA DE AGUA FRIA BAF SAF TOMA - CISTERNA - TINACO L REGADERA R INODORO WC F FREGADERO LINEA DE SERVICIO AGUA CALIENTE SALIDA DE MUEBLE SUBE AGUA CALIENTE SAC BAJADA DE AGUA CALIENTE BAC 110 12 0101-056-0167-000009 272 110 12 \LDIMENSIONAMIENTO DE LA CISTERNADE LA CISTERNA DE ACUERDO AL REGLAMENTO EN RELACION A LA DOTACION MINIMA DE AGUA POTABLE, ESTABLECE QUE EL CALCULO DEL VOLUMEN DE CISTERNA SE CONCIDERAN LAS UNIDADES MUEBLE DONDE DE ACUERDO AL NUMERO DE RECAMARAS (6) HABRAN DOS PERSONAS EN CADA UNA, AGREGANDO UNA PERSONA MAS AL TOTAL DANDO UN TOTAL DE 13. PARA DETERMIANR EL VOLUMEN DE AGUA SE MULTIPLICAN EL NUMERO DE PERSONAS POR LOS GASTOS (DOTACION) ES DECIR: VOL AGUA HABITANTES__ 13 X 2 Lts = 2600 Lts (GASTO MINIMO DIARIO) QMD_______ 2600 Lts SEGUNDO NIVEL \W3.22926; \W1.50000x;\T1.15000;M TOMA DOMICILIARIA CONEXION TOMA-RED MUNICIPAL \W7.55238; \W1.50000x;\T1.15000;VF. \W0.9;\T1.15;MOTOBOMBA 1/2 H.P. \W0.9;\T1.15;CISTERNA CONSTRUIDA EN OBRA CAP. 5.2 M3 \W0.9;\T1.15;SAF DH 1 \W0.9;\T1.15;BAF \W0.9;\T1.15;SAC \W0.9;\T1.15;SAC 19 \W0.9;\T1.15;BAC 19 \W0.9;\T1.15;BAF 19 DH 8 DH 9 \W0.9;\T1.15;BAF \W0.9;\T1.15;SAC \W0.9;\T1.15;SAC \W0.9;\T1.15;BAF \W0.9;\T1.15;BAF \W0.9;\T1.15;BAC DH 4 DH 5 DH 7 \W0.9;\T1.15;BAC \W0.9;\T1.15;BAF \W0.9;\T1.15;BAC \W0.9;\T1.15;BAF \W0.9;\T1.15;BAC \W0.9;\T1.15;BAF \W0.9;\T1.15;CALENTADOR \W0.9;\T1.15;CALENTADOR \W0.9;\T1.15;CALENTADOR \W0.9;\T1.15;BAF DH 10 DH 6 DH 3 \W0.9;\T1.15;SAC \W0.9;\T1.15;BAF \W0.9;\T1.15;BAC \W0.9;\T1.15;BAF \W0.9;\T1.15;SAF \W0.9;\T1.15;BAF \W0.9;\T1.15;BAF \W0.9;\T1.15;BAF \W0.9;\T1.15;BAF \W0.9;\T1.15;VF \W0.9;\T1.15;TINACO PREFABRICADO TIPO VERTICAL ROTOPLAS CAP. 2500 Lts \W0.9;\T1.15;DREN \W5.03700; \W1.50000x;\T1.15000;VF. \W7.41913; \W1.50000x;\T1.15000;CISTERNA \W7.32547; \W1.50000x;\T1.15000;FABRICADA EN OBRA \W7.56483; \W1.50000x;\T1.15000; 5.2 M3 CONEXION TOMA-RED MUNICIPAL \W9.20575; \LISOMETRICO LINEA TOMA-CISTERNALINEA TOMA-CISTERNA \W0.9;\T1.15;CISTERNA CONSTRUIDA EN OBRA 5.2 M3 \W7.35253; \W1.50000x;\T1.15000;BAF \W7.35253; \W1.50000x;\T1.15000;BAF \W2.55800; \W1.50000x;\T1.15000;DREN \W7.43162; \W1.50000x;\T1.15000;SAF \W7.43162; \W1.50000x;\T1.15000;SJA \W7.43162; \W1.50000x;\T1.15000;SJA \W0.9;\T1.15;MOTOBOMBA 1/2 H.P. \W0.9;\T1.15;TINACO PREFABRICADO TIPO VERTICAL ROTOPLAS CAP. 2500 LTS \W8.51598; \L ISOMETRICO LINEA CISTERNA-TINACO-BAJANTES.ISOMETRICO LINEA CISTERNA-TINACO-BAJANTES. \W7.35253; \W1.50000x;\T1.15000;BAF \W7.43162; \W1.50000x;\T1.15000;SJA \W7.35253; \W1.50000x;\T1.15000;BAF \W7.43162; \W1.50000x;\T1.15000;SJA L WC R \W7.43162; \W1.50000x;\T1.15000;SAC \W7.35253; \W1.50000x;\T1.15000;BAF F \W9.55106; \fArial|b1|i0|c0|p34;\L ISOMETRICO WC R \W7.35253; \W1.50000x;\T1.15000;BAF L \W9.03645; \fArial|b1|i0|c0|p34;\L ISOMETRICO CALENTADOR L L R \W7.35253; \W1.50000x;\T1.15000;BAF \W7.35253; \W1.50000x;\T1.15000;BAC \W7.35253; \W1.50000x;\T1.15000;BAF \W7.35253; \W1.50000x;\T1.15000;BAF \W7.35253; \W1.50000x;\T1.15000;BAC WC \W7.41913; \W1.50000x;\T1.15000;CALENTADOR \W8.79160; \L ISOMETRICO CALENTADOR YISOMETRICO CALENTADOR Y \W9.60975; \LALIMENTACION BAÑO RECAMARABAÑO RECAMARA WC L \W7.35253; \W1.50000x;\T1.15000;BAF \W9.55106; \fArial|b1|i0|c0|p34;\L ISOMETRICO WC R \W7.35253; \W1.50000x;\T1.15000;BAF \W7.43162; \W1.50000x;\T1.15000;SAC \W9.55106; \fArial|b1|i0|c0|p34;\L ISOMETRICO L \W9.59826; \fArial|b1|i0|c0|p34;\LISOMETRICO WC \W7.35253; \W1.50000x;\T1.15000;BAF \W7.35253; \W1.50000x;\T1.15000;BAC \W7.43162; \W1.50000x;\T1.15000;SAC L F \W9.55106; \fArial|b1|i0|c0|p34;\L ISOMETRICO \W7.35253; \W1.50000x;\T1.15000;BAF \W7.35253; \W1.50000x;\T1.15000;BAC F F La \W7.35253; \W1.50000x;\T1.15000;BAF \W9.55106; \fArial|b1|i0|c0|p34;\L ISOMETRICO La \W7.41913; \W1.50000x;\T1.15000;CALENTADOR \W7.35253; \W1.50000x;\T1.15000;BAF \W7.35253; \W1.50000x;\T1.15000;BAC \W7.35253; \W1.50000x;\T1.15000;BAC DH 1 DH 2 DH 2 DH 3 DH 4 DH 5 DH 6 DH 7 DH 8 DH 9 DH 10 \W7.43162; \W1.50000x;\T1.15000;SAC \W7.41913; \W1.50000x;\T1.15000;CALENTADOR 5 5

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, calculation, DETAIL, details, DWG, einrichtungen, facilities, gas, gesundheit, home room, house, hydraulic, l'approvisionnement en eau, la sant, le gaz, levels, machine room, maquinas, maschinenrauminstallations, provision, room, system, systems, tank, wasser bestimmung, water