Sink – Drain DWG Block for AutoCAD

Sink with armors

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

I collaborate:, Department of studies projects, Municipal road direction, Municipality of cordoba, date:, Scales:, plane of:, Location:, draft:, flat, work, work:, drawing:, director:, boss:, Ing. F. Llaryora, Ing. J. Was, I collaborate, draft, date, Scales, drawing, Armor slab, Ref., call from, Armor, point, Striated to build in, Sloped streets, Quotas for, Quota, Causeway, Quota, cut, cut, previously, Concrete section, Spreading plate esp. Mm, Corner detail, dimensions, plant, Bent sheet, Corner plate detail, Non-slip sheet mm, Sump access cover, Anchorages, cut, Profile frame, cut, Simple h-bearing, sink, cut, cut, Diam., covering, slab, minimum, Corner detail, Notes:, Concrete type, Steel adm, covering

Raw text data extracted from CAD file:

\A1;0.60 \A1;0.60 \A1;1.00 \A1;1.00 \A1;1.00 \A1;0.60 \A1;0.60 \A1;1.40 \A1;0.25 \A1;0.12 \A1;0.80 \A1;0.12 \A1;0.50 \A1;0.12 \A1;1.40 \A1;0.12 \A1;0.12 \A1;0.12 \A1;0.80 \A1;0.15 \A1;0.15 \A1;0.90 \A1;0.12 \A1;0.12 \A1;0.25 \A1;0.04 \A1;0,70 \A1;0,70 \A1;0,60 \A1;0.12 \A1;variable \A1;0,70 \A1;0.12 \A1;0.12 \A1;0.12 \A1;0.12 \A1;1.40 \A1;r:0.30 \A1;r:0.30 \A1;L \A1;1.30 \A1;0.80 \A1;0.15 \A1;0.90 COLABORO: DEPARTAMENTO DE ESTUDIOS Y PROYECTOS DIRECCION DE VIALIDAD MUNICIPAL MUNICIPALIDAD DE CORDOBA FECHA: ESCALAS: PLANO DE: UBICACION: PROYECTO: PLANO N : o OBRA N : o OBRA: DIBUJO: DIRECTOR: JEFE: TITULO1 Ing. F. LLARYORA Ing. J. ESTEVE BARRIO1 TIPO1 COLABORO PROYECTO FECHA ESCALAS DIBUJO 1 TITULO2 TIPO2 BARRIO1 -13.63914308955633 ARMADURA LOSA DE SUMIDERO-Esc. 1:20 1d10c/15 ref. 2d10 SV1-SV2 -0.7767780751184787 -0.7767780751184787 LLAMADA DE SUMIDEROS-Esc. 1:50 1d10c/20 ARMADURAS D B D B PUNTO i:25% A B C D C -0.7767780751184787 A SV3-SV4 i:19% -1.962386705614072 C A -1.962386705614072 -1.962386705614072 estriado a construir en calles con pendiente superior a 1% -1.962386705614072 COTAS PARA Cota eje-5cm CALZADA DE 7m Cota eje-5cm Cota eje-7cm Cota eje-11cm 1d8c/20 1d10c/20 1d10c/15 CORTE 2-2-Esc. 1:20 1d10c/20 1d10c/15 1d8c/20 1d10c/20 1d8c/20 1d8c/20 CORTE 1-1-Esc. 1:20 1d8c/20 1d8c/20 0.10 0.17 Previamente Seccion Hormigonada CHAPA CANTONERA Esp. 8 mm 0,15 DETALLE CANTONERA 0.0 0.0 0.0 0.12 DIMENSIONES B 0.50 A PLANTA 0.12 1.40 3 CHAPA DOBLADA d 10 C/30 cm DETALLE DE CHAPA CANTONERA CHAPA ANTIDESLIZANTE esp.=4,75 mm \A1;BISAGRAS TAPA DE ACCESO A SUMIDERO Anclajes 1″x 3/16″ 0.22 0.0 0.0 CORTE B-B 0.0 C 0.0 0.0 0.15 0.90 0.0 0.12 0.0 -13.63914308955633 MARCO Perfil L 5cm x3.2cm -13.63914308955633 -13.63914308955633 -13.63914308955633 CORTE A-A 0.0 L 3.00 2.00 4.00 1.16 0.0 -13.63914308955633 B cojinete de Hª simple C A 0.12 0.12 0.12 SUMIDERO 0.12 CORTE C-C SV3 SV2 SV4 SV1 1.40 r:0.30 r:0.30 L 1.30 0.80 0.0 0.0 2 1d10c/20 1 1d10c/15 3 1d8c/20 1d10c/20 2 1 1d10c/15 1d10c/20 1d10c20 1d8c/20 1d10c/20 1d10c/20 1d8c/20 1d10c/20 CORTE 3-3-Esc.1:20 1d10c/20 1d10c/20 DIAM. 6 0,25 RECUBRIMIENTO 0,10 0,30 LOSA 0,15 MINIMO 3cm d 10 DETALLE DE CANTONERA NOTAS: – HORMIGON TIPO H-21 – ACERO ADM 420 – RECUBRIMIENTO 4.0cm 10.00 SV10