Plumbing House 3D DWG Model for AutoCAD

Bathroom Fittings – 3d –

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

Duch, Carreteable, Water network, Colombian engineering school, matter:, Contains:, presented to:, presented by:, Hydraulic installations, Network floor supply, Ing. Hector matamoros, Andres iguaran, Raul quiroga, Colombian engineering school, matter:, Contains:, presented to:, presented by:, Hydraulic installations, Network floor supply, Ing. Hector matamoros, Andres iguaran, Raul quiroga, Colombian engineering school, matter:, Contains:, presented to:, presented by:, Hydraulic installations, Network floor supply, Ing. Hector matamoros, Andres iguaran, Raul quiroga, loft, bath, kitchen, Laundry room, living room, bath, bath, garage, garden, Borrowed, pool, yard, bedroom, bath, Lvm, Ino, Lvd, Llv, Ino, Llv, Ino, Lvm, Ino, Llv, Lvm, Conventions, Tees with lateral side up, Tees with side exit down, Tees with lateral side up, Crosses, Concentrated reductions, Carreteable, Water network, Lvm, Lvm, Colombian engineering school, matter:, Contains:, presented to:, presented by:, Hydraulic installations, supply network, Ing. Hector matamoros, Francisco jose bayona, Abel amtonio leyton, flat:, Inspection box, Inspection box, Septic tank, ceiling

Raw text data extracted from CAD file:

DUCH N W E S 1.537564798375968 0.4000000000000341 0.7875647983758824 1.350000000000023 1.75 1,75 1,35 0,79 0,4 1,54 \A1;11°40’8″ 29.88 m CARRETEABLE 84.74 m 99 99 81.03 m 99 51.69 m 99 98 99 96 97 95 98 97 96 Red Acueducto 5 \A1;4.26 \A1;1.12 \A1;8.42 \A1;2.54 \A1;0.92 \A1;1.09 \A1;0.88 \A1;1.85 \A1;1.20 \A1;0.87 \A1;2.17 \A1;5.25 \A1;7.97 \A1;1.24 \A1;3.61 \A1;0.41 \A1;0.51 \A1;0.79 \A1;0.91 \A1;0.57 \A1;1.09 \A1;1.09 \A1;0.87 \A1;2.78 \A1;1.35 \A1;3.78 \A1;2.58 \A1;2.85 \A1;2.00 \A1;1.56 \A1;0.41 \A1;0.79 \A1;1.24 \A1;1.36 \A1;0.84 \A1;2.11 \A1;1.53 \A1;0.54 \A1;1.81 \A1;1.51 \A1;2.47 \A1;0.48 \A1;0.44 \A1;0.48 \A1;0.58 \A1;1.03 \A1;0.91 ESCUELA COLOMBIANA DE INGENIERIA MATERIA: CONTIENE: PRESENTADO A: PRESENTADO POR: INSTALACIONES HIDRAULICAS RED DE SUMINISTRO 1º PISO ING. HECTOR MATAMOROS ANDRES IGUARAN RAUL QUIROGA ESCUELA COLOMBIANA DE INGENIERIA MATERIA: CONTIENE: PRESENTADO A: PRESENTADO POR: INSTALACIONES HIDRAULICAS RED DE SUMINISTRO 1º PISO ING. HECTOR MATAMOROS ANDRES IGUARAN RAUL QUIROGA ESCUELA COLOMBIANA DE INGENIERIA MATERIA: CONTIENE: PRESENTADO A: PRESENTADO POR: INSTALACIONES HIDRAULICAS RED DE SUMINISTRO 1º PISO ING. HECTOR MATAMOROS ANDRES IGUARAN RAUL QUIROGA 2″ 1.87 2% 2″ 1.3026 2% 2″ 1.5587 2% 2″ 1.2765 2% 2″ 0,53 2% 4″ 0.3119 1% 0.42 4″ 1% 1 2 3 5 4 7 6 BAN1 DESVAN BAÑO 1 COCINA 1 CUARTO DE ROPAS HALL1 SALA 2 SALA1 HALL2 HALL3 ALCOBA1 ALCOBA2 ALCOBA3 BAÑO 2 BAÑO3 BAÑO 4 BAÑO 5 GARAJE JARDIN 1 EMPRADIZADO 1 EMPRADIZADO 2 PISCINA PATIO HALL4 ALCOBA 4 BAÑO 6 1 2 3 4 5 6 7 11 10 9 12 13 14 15 16 18 19 21 22 23 24 20 17 LP LVM INO LVD LLV LLV INO INO DC LLV LLV LLV DC DC INO INO LVM DC INO LLV LVM CONVENCIONES Tees con salida lateral hacia arriba Tees con salida lateral hacia abajo Tees con salida lateral hacia arriba Cruces reduciones concentricas 29.88 m CARRETEABLE 84.74 m 99 99 81.03 m 99 51.69 m 99 98 99 96 97 95 98 97 96 Red Acueducto LVM LVM DC LVM LVM 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 3 7 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 2 24 5 5 5 5 5 5 ESCUELA COLOMBIANA DE INGENIERIA MATERIA: CONTIENE: PRESENTADO A: PRESENTADO POR: INSTALACIONES HIDRAULICAS RED DE SUMINISTRO ING. HECTOR MATAMOROS FRANCISCO JOSE BAYONA R ABEL AMTONIO LEYTON PLANO: 1/ 2″ 0.46 2% 2″ 1.56 2% 2″ 0.4374 2% 4″ 0.7615 1% 1.8309 4″ 1% 10 8 9 11 12 18 16 17 14 13 15 0,46 4″ 1% 1,44 4″ 1% 0,2433 4″ 1% 2″ 0,4495 2% 2″ 0,46 2% 2″ 0.9916 2% CAJA DE INSPECCION 1 CAJA DE INSPECCION 2 21 20 22 23 24 BAN1 28 27 26 25 2,8728 4″ 1% 2,089 4″ 1% 0,5453 4″ 1% 0,35 4″ 1% 2″ 1,7147 2% 2″ 04505 2% 2″ 0,47 2% 2″ 0,79 2% 1,2082 4″ 1% 9,59 4″ 1% 0,39 4″ 1% CAJA DE INSPECCION 3 10,79 4″ 1% 30 31 32 33 35 34 38 37 2″ 1,54 2% 2″ 1,2768 2% 2″ 1,088 2% 2″ 0,26 2% 1,01 4″ 1% 0,5453 4″ 1% 2,0464 4″ 1% 6,265 4″ 1% 2″ 2 2% 36 15 4″ 1% pozo septico 2″ 1.87 2% 2″ 1.3026 2% 2″ 1.5587 2% 2″ 1.2765 2% 2″ 0,53 2% 4″ 0.3119 1% 0.42 4″ 1% 1 2 3 5 4 7 6 BAN1 TECHO A TECHO B TECHO C TECHO D