Storm Drain DWG Block for AutoCAD

FAMILY HOUSING storm drain

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

Frame frame, Closing chain, Polished mortar, Block wall of cm., Half cane concrete, Concrete firm cm thick, Pipe ads, sanitary registration, Housing, sanitary registration, pending, variable, sanitary registration, Concrete firm cm thick, Half cane concrete, Block wall of cm., Polished mortar, Closing chain, Frame frame, pending, Housing, Cll, Ell, Cll, Ell, Bda, Conductal, Bda, Cll, Pipe pp, Bda, low, Municipal line, and. M., Ceiling projection, Beam projection, Ceiling projection, yard, Roof plant, high, La rioja regional faculty, National technological university, Career: civil engineering, Catedra: gas sanitary facilities, Practical work single family home hot cold water installation, Student: lujan rios blanco juan, year:, Titular professor: ingeniera clara nidia, Professor j.t.p .: engineer raul, L.c.v., Street axis, L.m., and. M., Reserve tank cap., and. M., Llp., 11. M., Med., Splint, Distribution pipe, Connecting pipe, Input pipe, C. S., Rope path, Municipal line, Rope path, yard, and. M., and. M., I.c., Bé, Ba., Bé, I.c., P.c., P.l.c., Hot water tank, Llp., Reserve tank capacity, I.c., Bé, 11., Reserve tank cap., P.a., Ba, C.i, Cdv, Bé, P.a., Cdv, P.a., P.a., P.a., Frame frame, Closing chain, Polished mortar, Block wall of cm., Half cane concrete, Concrete firm cm thick, Pipe ads, sanitary registration, Housing, sanitary registration, pending, variable, sanitary registration, Concrete firm cm thick, Half cane concrete, Block wall of cm., Polished mortar, Closing chain, Frame frame, pending, Housing, C.i, L.c.v., Street axis, L.m., Reserve tank cap., P.a., P.a., C.i, high, and. M., I.c., Bé, 11., Reserve tank cap., P.a., Cdv, Bé, P.a., Cdv, P.a., low, Municipal line, and. M., Ceiling projection, Beam projection, Ceiling projection, yard, Rope path, and. M., I.c., Bé, Ba., Bé, I.c., P.c., P.l.c., Hot water tank, P.a., Ba, C.i, Cdv, L.c.v., Street axis, L.m., Reserve tank cap., P.a., P.a., C.i, high, and. M., I.c., Bé, 11., Reserve tank cap., P.a., Cdv, Bé, P.a., Cdv, P.a., low, Municipal line, and. M., Ceiling projection, Beam projection, Ceiling projection, yard, Rope path, and. M., I.c., Bé, Ba., Bé, I.c., P.c., P.l.c., Hot water tank, P.a., Ba, C.i, Cdv, Cll, Ell, Cll, Ell, Cll, Ell, Cll, Ell, Cll, Ell, Cll, Ell, Cll, Ell, Cll, Ell, Water dividing line, Bda, Conductal, Pipe pp, Conductal, Cll, Pipe pp, Cll, Pipe pp, Cll, Pipe pp, Cll, Pipe pp, Cll, Pipe pp, Cll, Pipe pp, Bda, Conductal, Pipe pp

Raw text data extracted from CAD file:

\A1;0.20 \A1;17.00 \A1;0.20 \A1;0.20 \A1;17.00 \A1;0.20 \A1;0.70 \A1;0.20 \A1;3.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;4.20 \A1;0.20 \W0.35714; 0.038 \A1;2.00 \A1;1.60 \A1;2.40 \A1;0.40 \A1;2.00 \A1;1.60 \A1;2.40 \A1;20.00 \A1;24.00 \A1;4.00 \A1;20.00 \A1;16.00 \A1;24.00 \A1;16.00 Marco y contramarco de angulo estructural 1 1/2″x1 1/2″x 1/8″ Cadena de cerramiento Aplanado Pulido de mortero cemento arena Muro de block de 12 cm. Media caña de concreto Firme de concreto de 10 cm de espesor Tuberia ADS REGISTRO SANITARIO RS1 -419.4908483342649 Paramento vivienda CS2 CS2 REGISTRO SANITARIO CS1 Pendiente -419.4908483342649 -419.4908483342649 CS1 variable -419.4908483342649 -419.4908483342649 REGISTRO SANITARIO RS2 Firme de concreto de 10 cm de espesor Media caña de concreto Muro de block de 12 cm. Aplanado Pulido de mortero cemento arena Cadena de cerramiento Marco y contramarco de angulo estructural 1 1/2″x1 1/2″x 1/8″ -419.4908483342649 -419.4908483342649 Pendiente Paramento vivienda \A1;0.20 \A1;4.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.70 \A1;0.20 \A1;3.20 \A1;0.20 \A1;17.00 \A1;0.20 \A1;0.20 \A1;4.20 \A1;0.20 \A1;0.20 \A1;3.20 \A1;0.20 \A1;17.00 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.70 CLL ELL CLL ELL 1 1 1 1 BDA 1 CONDUCTAL 1 BDA 3 3 1 CLL Ø 100 CAÑO PP BDA 4 5 5 5 5 5 \W2;\LPLANTA BAJA Linea Municipal + 0.00 A’ A B E. M. E. M. \W0.30952; PROYECCION TECHO \W0.30952; PROYECCION TECHO \W0.30952; PROYECCION VIGA + 0.10 \W0.30952; PROYECCION TECHO PATIO \W2;\L PLANTA DE TECHO 2 6 1 3 4 5 7 8 9 11 10 12 13 14 15 16 17 5 5 5 \W2;\LPLANTA ALTA A B B’ + 3.15 + 3.10 + 3.15 + 3.10 \W0.30952; h=0,30m. \W0.30952; h=0,30m. \W0.30952; h=0,30m. \W0.30952; h=0,30m. \W0.30952; h=0,30m. \W0.30952; h=0,90m. \W0.30952; h=0,90m. \W0.30952; h=2,00m. \W0.30952; h=0,90m. \W0.30952; h=0,90m. V8 FACULTAD REGIONAL LA RIOJA UNIVERSIDAD TECNOLOGICA NACIONAL Carrera: Ingenieria Civil Catedra: Instalaciones Sanitarias y de Gas TRABAJO PRACTICO Nº1: Vivienda Unifamiliar Instalacion de agua fria y caliente Alumno: Lujan Alan, Rios Lucas, Blanco Juan Año: 2016 Profesor Titular: Ingeniera lucero, clara nidia Profesor J.T.P.: Ingeniero Diaz, raul L.C.V. EJE DE CALLE L.M. \W2;\LCORTE B:B´ E. M. + 0.10 + 0.00 TANQUE DE RESERVA CAP. 1300 l \W2;\LCORTE A:A´ E. M. + 3.15 + 6.45 A’ \W0.30952; LLP. \C256;ø0.019m \W0.30952; LL. M. \W0.30952; Med. \W0.30952; Férula \W0.42505; Cañería de \W0.42505; distribución \W0.35714; Caño de Conexión \W0.35714; Cañería de Entrada \W0.35714; C. S. Cordon Vereda Linea Municipal Cordon Vereda PATIO B’ 5 5 5 E. M. E. M. E. M. E. M. 5 5 5 E. M. E. M. E. M. E. M. \W0.30952; I.C. \W0.30952; Bé. \W0.30952; L. \W0.30952; Ba. \W0.30952; L. \W0.30952; Bé. \W0.30952; I.C. \W0.30952; P.C. \W0.30952; P.L.C. \W0.45238; Termotanque \W0.30952; LLP. Tanque de Reserva Capacidad 1300 l \W0.30952; I.C. \W0.30952; Bé. \W0.30952; L. \W0.30952; Ll. TANQUE DE RESERVA CAP. 1300 l \W0.88482; 1 \W0.88482; 1 \W1.19106; 3 \W1.29133; 4 \W0.88482; 1 \W1.19106; 3 \W0.88482; 1 \W1.26694; 2 \W0.30952; P.P.A \W0.30952; P.P.A \W0.30952; P.P.A \W0.30952; P.P.A \W0.30952; B.A \W0.35714; C.I \W0.35714; 0.038 \W0.35714; 0.038 \W0.35714; 0.038 \W0.35714; 0.060 \W0.35714; 0.100 \W0.35714; 0.038 \W0.35714; 0.038 \W0.35714; 0.038 \W0.35714; 0.060 \W0.35714; 0.100 \W0.35714; 0.038 \W0.35714; 0.060 \W0.35714; 0.060 \W0.35714; 0.100 \W0.35714; 0.100 \W0.35714; 0.100 \W0.35714; 0.038 \W0.35714; 0.038 \W0.35714; 0.038 \W0.35714; 0.060 \W0.35714; CDV 0.100 \W0.35714; CDV 0.100 \W0.30952; Bé. \W0.30952; P.P.A \W0.35714; 0.060 \W0.35714; CDV 0.100 \W0.35714; CDV 0.100 \W0.35714; CDV 0.100 \W0.30952; P.P.A \W0.35714; 0.060 \W0.35714; 0.100 \W0.35714; CV 0.50 \W0.35714; CV 0.50 \W0.30952; P.P.A \W0.35714; 0.038 \W0.35714; 0.038 \W0.35714; 0.100 \W0.35714; 0.060 \W0.30952; P.P.A \W0.35714; 0.038 \W0.35714; 0.038 \W0.35714; 0.100 \W0.35714; 0.060 Marco y contramarco de angulo estructural 1 1/2″x1 1/2″x 1/8″ Cadena de cerramiento Aplanado Pulido de mortero cemento arena Muro de block de 12 cm. Media caña de concreto Firme de concreto de 10 cm de espesor Tuberia ADS REGISTRO SANITARIO RS1 5 Paramento vivienda CS2 CS2 REGISTRO SANITARIO CS1 Pendiente 5 5 CS1 variable 5 5 REGISTRO SANITARIO RS2 Firme de concreto de 10 cm de espesor Media caña de concreto Muro de block de 12 cm. Aplanado Pulido de mortero cemento arena Cadena de cerramiento Marco y contramarco de angulo estructural 1 1/2″x1 1/2″x 1/8″ 5 5 Pendiente Paramento vivienda \W0.35714; C.I L.C.V. EJE DE CALLE L.M. \W2;\LCORTE B:B´ + 0.10 + 0.00 TANQUE DE RESERVA CAP. 1300 l \W0.88482; 1 \W0.30952; P.P.A \W0.35714; 0.038 \W0.35714; 0.038 \W0.35714; 0.100 \W0.35714; 0.060 \W0.30952; P.P.A \W0.35714; 0.038 \W0.35714; 0.038 \W0.35714; 0.100 \W0.35714; 0.060 \W0.35714; C.I \W0.35714; CV 0.50 \W0.35714; CV 0.50 2 6 1 3 4 5 7 8 9 11 10 12 13 14 15 16 17 5 5 5 \W2;\LPLANTA ALTA A B B’ + 3.15 + 3.10 + 3.15 + 3.10 \W0.30952; h=0,30m. \W0.30952; h=0,30m. \W0.30952; h=0,30m. \W0.30952; h=0,30m. \W0.30952; h=0,30m. \W0.30952; h=0,90m. \W0.30952; h=0,90m. \W0.30952; h=2,00m. \W0.30952; h=0,90m. \W0.30952; h=0,90m. V8 \W2;\LCORTE A:A´ E. M. + 3.15 + 6.45 A’ \W0.30952; I.C. \W0.30952; Bé. \W0.30952; L. \W0.30952; Ll. TANQUE DE RESERVA CAP. 1300 l \W1.19106; 3 \W0.30952; P.P.A \W0.35714; 0.038 \W0.35714; 0.038 \W0.35714; 0.038 \W0.35714; 0.060 \W0.35714; CDV 0.100 \W0.30952; Bé. \W0.30952; P.P.A \W0.35714; 0.060 \W0.35714; CDV 0.100 \W0.35714; CDV 0.100 \W0.35714; CDV 0.100 \W0.30952; P.P.A \W0.35714; 0.060 \W0.35714; 0.100 \W0.35714; CV 0.50 \W0.35714; CV 0.50 5 5 5 5 5 \W2;\LPLANTA BAJA Linea Municipal + 0.00 A’ A B E. M. E. M. \W0.30952; PROYECCION TECHO \W0.30952; PROYECCION TECHO \W0.30952; PROYECCION VIGA + 0.10 \W0.30952; PROYECCION TECHO PATIO Cordon Vereda B’ 5 5 5 E. M. E. M. E. M. E. M. \W0.30952; I.C. \W0.30952; Bé. \W0.30952; L. \W0.30952; Ba. \W0.30952; L. \W0.30952; Bé. \W0.30952; I.C. \W0.30952; P.C. \W0.30952; P.L.C. \W0.45238; Termotanque \W0.88482; 1 \W0.88482; 1 \W1.19106; 3 \W1.29133; 4 \W1.26694; 2 \W0.30952; P.P.A \W0.30952; P.P.A \W0.30952; P.P.A \W0.30952; B.A \W0.35714; C.I \W0.35714; 0.038 \W0.35714; 0.038 \W0.35714; 0.038 \W0.35714; 0.060 \W0.35714; 0.100 \W0.35714; 0.038 \W0.35714; 0.038 \W0.35714; 0.038 \W0.35714; 0.060 \W0.35714; 0.100 \W0.35714; 0.038 \W0.35714; 0.060 \W0.35714; 0.060 \W0.35714; 0.100 \W0.35714; 0.100 \W0.35714; 0.100 \W0.35714; CDV 0.100 L.C.V. EJE DE CALLE L.M. \W2;\LCORTE B:B´ + 0.10 + 0.00 TANQUE DE RESERVA CAP. 1300 l \W0.88482; 1 \W0.30952; P.P.A \W0.35714; 0.038 \W0.35714; 0.038 \W0.35714; 0.100 \W0.35714; 0.060 \W0.30952; P.P.A \W0.35714; 0.038 \W0.35714; 0.038 \W0.35714; 0.100 \W0.35714; 0.060 \W0.35714; C.I \W0.35714; CV 0.50 2 6 1 3 4 5 7 8 9 11 10 12 13 14 15 16 17 5 5 5 \W2;\LPLANTA ALTA A B B’ + 3.15 + 3.10 + 3.15 + 3.10 \W0.30952; h=0,30m. \W0.30952; h=0,30m. \W0.30952; h=0,30m. \W0.30952; h=0,30m. \W0.30952; h=0,30m. \W0.30952; h=0,90m. \W0.30952; h=0,90m. \W0.30952; h=2,00m. \W0.30952; h=0,90m. \W0.30952; h=0,90m. V8 \W2;\LCORTE A:A´ E. M. + 3.15 + 6.45 A’ \W0.30952; I.C. \W0.30952; Bé. \W0.30952; L. \W0.30952; Ll. TANQUE DE RESERVA CAP. 1300 l \W1.19106; 3 \W0.30952; P.P.A \W0.35714; 0.038 \W0.35714; 0.038 \W0.35714; 0.038 \W0.35714; 0.060 \W0.35714; CDV 0.100 \W0.30952; Bé. \W0.30952; P.P.A \W0.35714; 0.060 \W0.35714; CDV 0.100 \W0.35714; CDV 0.100 \W0.35714; CDV 0.100 \W0.30952; P.P.A \W0.35714; 0.060 \W0.35714; 0.100 \W0.35714; CV 0.50 \W0.35714; CV 0.50 5 5 5 5 5 \W2;\LPLANTA BAJA Linea Municipal + 0.00 A’ A B E. M. E. M. \W0.30952; PROYECCION TECHO \W0.30952; PROYECCION TECHO \W0.30952; PROYECCION VIGA + 0.10 \W0.30952; PROYECCION TECHO PATIO Cordon Vereda B’ 5 5 5 E. M. E. M. E. M. E. M. \W0.30952; I.C. \W0.30952; Bé. \W0.30952; L. \W0.30952; Ba. \W0.30952; L. \W0.30952; Bé. \W0.30952; I.C. \W0.30952; P.C. \W0.30952; P.L.C. \W0.45238; Termotanque \W0.88482; 1 \W0.88482; 1 \W1.19106; 3 \W1.29133; 4 \W1.26694; 2 \W0.30952; P.P.A \W0.30952; P.P.A \W0.30952; P.P.A \W0.30952; B.A \W0.35714; C.I \W0.35714; 0.038 \W0.35714; 0.038 \W0.35714; 0.038 \W0.35714; 0.060 \W0.35714; 0.100 \W0.35714; 0.038 \W0.35714; 0.038 \W0.35714; 0.038 \W0.35714; 0.060 \W0.35714; 0.100 \W0.35714; 0.038 \W0.35714; 0.060 \W0.35714; 0.060 \W0.35714; 0.100 \W0.35714; 0.100 \W0.35714; 0.100 \W0.35714; CDV 0.100 CLL ELL CLL ELL CLL ELL CLL ELL CLL ELL CLL ELL CLL ELL 1 2 4 5 7 6 8 CLL ELL LINEA DIVISORIA DE AGUA 3 1 2 3 BDA 3 BDA 1 BDA 2 BDA 4 CLL1 CLL2 CLL4 CLL7 CLL8 CLL6 1 CLL5 CONDUCTAL 2 Ø 100 CAÑO PP Ø 100 CAÑO PP Ø 100 CAÑO PP CLL3 CONDUCTAL 1 CONDUCTAL 3 6 4 5 7 8 2 CLL Ø 100 CAÑO PP 6 CLL Ø 100 CAÑO PP 4 CLL Ø 100 CAÑO PP 7 CLL Ø 100 CAÑO PP 1 CLL Ø 100 CAÑO PP 2 CLL Ø 100 CAÑO PP BDA 4 BDA 3 BDA 4 BDA 4 CONDUCTAL 1 CONDUCTAL 1 CONDUCTAL 2 CONDUCTAL 3 Ø 100 CAÑO PP