Building Health Installation 8 Levels DWG Detail for AutoCAD

Has all the details – plant – cut – etc

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

Shocked, false sky, Slab of h º aº, Mosaic floor, Brick wall brick, Down pipe p.v., Shower tray, rooftop, office, low level, Thermoplastic, subsoil, facade, cut, cut, High tank detail, Tank tank detail, Two-chamber septic chamber, number of, people, Measurements in meters, long, width, height, Volume in liters, Lts, More people, office, low level, Depart., Depart, Depart., Plant type al, Pvc, Pvc down drain, Detail of sanitary drainage sector civic committee, toilet, Drain the matrix, toilet, air duct, cut, office, low level, Cold water installation, Depart., Depart, Depart., Plant type al, office, low level, Depart., Depart, Depart., Plant type al, Cold water networks, Absorbent well detail, plant, cut, rooftop, pending, Channel, pending, slab, Detail, entry, departure, Degreasing chamber detail, Isometry, Location deltanque elevated on the facade, Elevated tank location at cut, Tank tank, Elevated tank location, Hot water, sewage water, Rainwater

Raw text data extracted from CAD file:

\A1;3.4500 \A1;1.6800 \A1;1.6800 \A1;3.5100 \A1;0.2000 \A1;0.2000 \A1;0.2000 \A1;2.5000 \A1;0.0500 \A1;0.2000 \A1;3.9100 \A1;1.8800 \A1;1.8800 \A1;0.1500 \A1;0.2000 \A1;0.2000 \A1;2.0000 \A1;0.2000 \A1;1.2623 \A1;2.6723 \A1;0.1467 \A1;0.2000 \A1;1.7000 \A1;0.7039 \A1;0.1500 \A1;2.0000 \A1;0.0500 \A1;32.5204 \A1;2.6700 \A1;1.2600 .2 .9 CHOQUEADO 2″ x 2″ CIELO FALSO LOSA DE Hº Aº PISO MOSAICO MURO DE LADRILLO GAMBOTE TUBO BAJANTE P.V. Ø 4″ BASE DE DUCHA 0.0 0.0 \A1;32.5204 \A1;17.4214 \A1;18.0851 \A1;1.00 \A1;1.20 \A1;1.00 \A1;0.10 \A1;0.8500 \A1;0.10 \A1;1.60 \A1;2.9701 \A1;3.9728 A A’ B B’ AZOTEA OFICINA 2 OFICINA 4 OFICINA 1 OFICINA 3 A A’ B B’ PLANTA BAJA Termotamque Q A A’ B B’ SUBSUELO FACHADA CORTE A – A +6.40 +3.70 3.5 2.5 2.5 0.3 2.2 0.3 2.2 +0.00 +9.10 2.5 2.2 0.3 +11.80 2.5 2.2 0.3 +13.60 2.5 2.2 0.3 +16.30 2.5 2.2 0.3 +19.00 2.5 2.2 0.3 +21.70 2.5 2.2 0.3 CORTE B-B’ 5 DETALLE DEL TANQUE ELEVADO DETALLE DEL TANQUE CISTERNA 1 2 3 4 5 6 7 8 9 1 2 3 4 5 5 6 6 7 8 8 9 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 0.30 1.80 8.75 CAMARA SEPTICA DE DOS CAMARAS NUMERO DE PERSONAS DIMENCIONES EN METROS LARGO ANCHO ALTURA VOLUMEN EN LITROS 139 P. 20.850 LTS 3.75 3.10 1.80 A MAS DE 50 PERSONAS ES = 150 LITROS/PERSONA OFICINA 2 OFICINA 4 OFICINA 1 OFICINA 3 A A’ B B’ PLANTA BAJA A A’ B B’ DEPART. 2 DEPART. 4 DEPART 1 DEPART. 3 PLANTA TIPO (PISOS 1 al 8) t pvc 4″ p/ventilación t pvc 4″ bajante desague t pvc 4″ bajante desague DETALLE DE BAJANTES SANITARIAS SECTOR COMITE CIVICO inodoro desague a la matriz inodoro tubo de ventilación CORTE B-B’ A 5 OFICINA 2 OFICINA 4 OFICINA 1 OFICINA 3 A A’ B B’ PLANTA BAJA INSTALACION DE AGUA FRIA A A’ B B’ DEPART. 2 DEPART. 4 DEPART 1 DEPART. 3 PLANTA TIPO (PISOS 1 al 8) OFICINA 2 OFICINA 4 OFICINA 1 OFICINA 3 A A’ B B’ PLANTA BAJA A A’ B B’ DEPART. 2 DEPART. 4 DEPART 1 DEPART. 3 PLANTA TIPO (PISOS 1 al 8) REDES DE AGUA FRIA 0.30 1.80 8.75 DETALLE DE POZO ABSORVENTE PLANTA A-A A CORTE A-A A AZOTEA AREA=314.95M2 PENDIENTE = 1ª CANALETA RECTANGULAR=8X10 PENDIENTE 1 % LOSA 5 5 DETALLE AGUAS PLUVIALES CANALETAS 5 5 5 5 entrada entrada salida salida 5 5 5 DETALLE CAMARA DESGRASADORA ISOMETRIA UBICACION DELTANQUE ELEVADO EN LA FACHADA UBICACION DEL TANQUE ELEVADO EN EL CORTE TANQUE CISTERNA UBICACION DEL TANQUE ELEVADO AGUA CALIENTE AGUA CALIENTE AGUAS RESIDUALES AGUAS RESIDUALES AGUAS RESIDUALES AGUAS PLUVIALES 1.5UH 1.5UH 3UH 3UH 3UH 3UH 3UH 3UH 3UH 3UH 3UH 3UH 3UH 3UH 1.5UH 1.5UH 1.5U.H 1.5U.H 1.5UH 1.5UH 1.5UH 1.5UH 1.5UH 1.5UH 1 2 3 4 5 6 7 8 9 10 13 12 Q=0.28 Q=0.28 Q=0.46 Q=0.28 Q=0.28 Q=0.46 Q=0.22 Q=0.22 1 2 3 4 5 6 7 8 1.5UH 1.5UH 1.5UH 1.5UH Q=0.15 Q=0.15 5 1.5UH 4 1.5UH 8 1.5UH 7 1.5UH Q=0.15 Q=0.15 1 2 3 6 1 2 3 4 5 6 2UH 7 8 2UH 9 10 Q=0.23 Q=0.23 Q=0.36 1 2UH 2 3 4 5 6 7 9 10 8 2UH Q=0.23 Q=0.23 Q=0.36 1.5UH 2UH 2UH 1.5UH 1.5UH 1.5UH 2UH 2UH 1 2 3 4 5 6 7 8 Q=0.16 Q=0.16 Q=0.24 1 2 3 4 5 6 7 8 Q=0.16 Q=0.16 Q=0.24 5 5 1 2 3 5 6 7 8 9 10 11 12 13