Beach House Swimming Pool Foundation DWG Block for AutoCAD

BEACH HOUSE

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

concrete, roof slab, concrete, inspection cap, ventilation hat, filling, gravel, ladirllo de, max. from, head wall, stone cement, foundation ring, pending, pvc, cut, esc:, detail of roof reinforcement, esc:, filling, gravel, pvc, pending, inspection cap, absorption well detail, esc:, plant, pool detail, pool cut detail, esc., pool cut detail, esc., pool plant detail, esc., septic tank detail, ramp, n.p.t., mesh, mesh, mesh, mesh, mesh, mesh, mesh, mesh, inspection cap, liquid chamber, inspection cap, mud chamber, reinforcing ring, longitudinal steel, plant, scale, cut, scale, liquid chamber, mud chamber, water stop, water stop, copactacion, sole, n.p.t., n.p.t., mesh, pool cut detail, esc., n.p.t., n.p.t., mesh, cut, nfp, cut, nfp, cut, according to details of stirrups., column, grill, variable, sole, shoe box, shoe detail, kind, copactacion, plant, foundation detail, esc, foundation beam, cut, scale:, date:, sheet:, flat:, draft:, Beach house, April, owner:, stamp signature:, professional:, foundations details, rev:

Raw text data extracted from CAD file:

\A1;0.05 \A1;0.25 \A1;0.30 \A1;.27 \A1;0.19 \A1;0.19 \A1;0.05 \A1;0.05 \A1;.40 \A1;0.28 \A1;0.60 \A1;0.19 \A1;0.19 \A1;0.19 \A1;0.19 \A1;0.60 \A1;0.60 \A1;0.09 \A1;0.60 \A1;0.19 \A1;0.09 \A1;0.19 \A1;0.38 \A1;1.25 \A1;0.38 \A1;0.57 \A1;0.57 \A1;0.28 \A1;0.28 \A1;0.19 \A1;0.09 \A1;0.19 \A1;0.38 \A1;0.38 \A1;0.57 \A1;0.57 \A1;0.28 \A1;0.28 \A1;2.00 \A1;.75 \A1;.25 \A1;.13 \A1;.37 \A1;2.00 \A1;.25 \A1;.13 1.80 .45 1.60 .40 .45 2.00 .25 .50 .25 .50 3.50 .25 .15 2.30 .15 .40 .60 1.00 .05 .05 2.95 .60 .95 .95 2.50 2.40 2.40 2.00 .25 .50 .50 .25 3.50 CONCRETO Fc’=175 Kg/cm2 LOSA DE TECHO CONCRETO Fc’=175 Kg/cm2 TAPA DE INSPECCION Sombrero de ventilación RELLENO GRAVA d 1/2″ LADIRLLO DE 6x12x24 \Ftxt.shx;cm CHANCADA max. de 6″ MURO DE CABEZA cemento + 30% de piedra anillo de cimentacion Pendiente = 1.5% PVC d 4″ -160.9623809581329 -160.9623809581329 -160.9623809581329 -160.9623809581329 -160.9623809581329 -160.9623809581329 -160.9623809581329 -160.9623809581329 -160.9623809581329 -160.9623809581329 -160.9623809581329 -160.9623809581329 -160.9623809581329 -160.9623809581329 -160.9623809581329 -160.9623809581329 -160.9623809581329 -160.9623809581329 -160.9623809581329 -160.9623809581329 -160.9623809581329 CORTE C – C ESC: 1/25 d3/8″ @.25 d3/8″ @.25 2d1/2″ 2d1/2″ 2d1/2″ 2d1/2″ -160.9623809581329 -160.9623809581329 -160.9623809581329 -160.9623809581329 DETALLE DE ARMADURA DE TECHO ESC: 1/25 RELLENO GRAVA d 1/2″ PVC d 4″ Pendiente = 1.5% TAPA DE INSPECCION -160.9623809581329 -160.9623809581329 -160.9623809581329 -160.9623809581329 -160.9623809581329 -160.9623809581329 -160.9623809581329 -160.9623809581329 DETALLE DE POZO DE ABSORCION ESC: 1/25 PLANTA DETALLE PISCINA CORTE B-B DETALLE DE PISCINA ESC. 1:25 CORTE A-A DETALLE DE PISCINA ESC. 1:25 5 \A1;7.00 \A1;4.00 5 5 5 d3/8″@25cm A A B B DETALLE DE PLANTA DE PISCINA ESC. 1:25 DETALLE TANQUE SEPTICO 0.60 0.60 RAMPA S=9% 5 \A1;2.00 0.60 \A1;7.00 5 5 N.P.T. ± 0.00 \A1;1.00 Ø3/8″ @0.20 MALLA Ø3/8″ @0.20 MALLA MALLA Ø3/8″ @0.20 Ø3/8″ @0.20 MALLA Ø3/8″ @0.20 MALLA Ø3/8″ @0.20 MALLA 5 5 \A1;0.20 .40 5 3Ø3/8″ MALLA 3Ø3/8″ MALLA A A 0.05 0.25 0.30 5 d3/8″@25cm malla de d3/8″@25cm d1/2″@25cm d3/8″@25cm TAPA DE INSPECCION 0.60 x 0.60 m CAMARA DE LIQUIDOS 1.2 0.30 0.30 0.60 x 0.60 m TAPA DE INSPECCION d3/8″@25cm CAMARA DE LODOS Anillo de Refuerzo ded1/2″ ACERO LONGITUDINAL DE d3/8″@25cm d1/2″@25cm d3/8″@25cm d1/2″@25cm PLANTA ESCALA 1/25 2.20 0.30 0.30 1.60 CORTE A-A ESCALA 1/25 d1/2″@20cm CAMARA DE LIQUIDOS CAMARA DE LODOS d3/8″@25cm d1/2″@25cm Water Stop de 6″ d3/8″@25cm d3/8″@25cm d1/2″@25cm Water Stop de 6″ d3/8″@25cm d3/8″@25cm d1/2″@25cm d3/8″@25cm COPACTACION EN 4CAPAS O.25m c/u SOLADO Fc=210Kg/cm2 0.50 1.7 0.30 1.40 0.3 0.50 2.40 4.50 0.30 d1/2″@25cm N.P.T. ± 0.00 5 5 \A1;4.20 5 \A1;1.00 \A1;0.20 5 1.25 \A1;0.20 5 5 5 N.P.T. ± 1.00 Ø3/8″ @0.20 Ø3/8″ @0.20 Ø3/8″ @0.20 MALLA MALLA MALLA MALLA Ø3/8″ @0.20 5 5 CORTE C-C DETALLE DE PISCINA ESC. 1:25 N.P.T. ± 0.00 5 5 \A1;4.20 5 \A1;2.00 \A1;0.20 5 \A1;2.00 \A1;0.20 5 5 5 N.P.T. ± 2.00 Ø3/8″ @0.20 Ø3/8″ @0.20 Ø3/8″ @0.20 MALLA MALLA MALLA MALLA Ø3/8″ @0.20 5 5 C C 5 \A1;.50 CORTE 1-1 5 NFP + 0.10 5 5 5 5 CORTE 2-2 NFP + 0.10 5 5 CORTE NF.-1.20 SEGUN DETALLE DE ESTRIBOS. COLUMNA COLUMNA PARRILLA ø3/8″ A 0.15 VARIABLE SOLADO Fc=210Kg/cm2 ø3/8″ A 0.15 ø3/8″ A 0.15 CUADRO DE ZAPATAS DETALLE DE ZAPATAS Z-1 TIPO 1.00 1.00 a b COPACTACION EN 4CAPAS O.25m c/u PLANTA DETALLE DE CIMIENTOS ESC ; 1/25 \A1;0.50 0.60 VIGA DE CIMENTACION 3 Ø 1/2″ 2 Ø 1/2″ A A A-A 5 Ø 1/2″ ¢ 3/8″ 2@ 0.05, 5@0.10 4@0.15, R@0.20 ø1/4″ ø3/8″ Ø 1/2″ CORTE 3-3 Ø 3/8″ Ø 3/8″ \A1;.50 ESCALA: FECHA: LAMINA: PLANO: PROYECTO: 1:50 CASA DE PLAYA ABRIL 2008 PROPIETARIO: SELLO Y FIRMA: PROFESIONAL: E-02 CIMENTACIONES DETALLES rev: