Details Foundations – Shoes DWG Detail for AutoCAD

Foundation with shoes for family housing one level

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

grid for, advice, legend, exit ceiling lighting, wat fluorescent ceiling lighting wat, exit fluorescent ceiling light rectangular, Subtable board, double outlet special outlet, outlet of double outlet, installation embedded in ceiling wall, indicates ground conductor, indicates neutral conductor, pass box, wall recessed socket, lighting point type apply, reflector exterior lighting, Indicates phase conductor, emergency lamp, Special outlet outlet on floor with simple outlet, inside, Exterior, aluminum glass panoramic window, steel protector, wall esp cm, global, bylayer, byblock, inside, Exterior, double door wooden panel with stained glass, steel protector, wall esp cm, stained glass, local, office, hydro, lav, cut, living room, hab., siphon, yee sanitary, reduced health, elbow, yee sanitary, elbow, welded reduction, elbow, elbow, elbow, reduced health, reduced health, yee sanitary, welded reduction, legend, low, goes up, Bell, ventilation, siphon, reduction, elbow, elbow, Specifications, sanitary fittings pipe system astm pavco., var. cm, vrs cm, crossbars for reinforcement intercalated, horizontal armed detail without esc., global, bylayer, byblock, sent plant foundations, v., pedestal, v., pedestal, step, poor concrete chopped stone base, foundation box rs, descrip, kind, shoe, pedestal, esp., prof., step, reinforcement, address, reinforcement, address, pedestal, v., base of poor concrete chopped stone of thickness cm., every cm, grill armor, anchor length, column anchor detail, axes, structural perfin conduct, civil engineer:, several, June, date:, of plans:, drawing:, flat:, north:, Location:, owner:, draft:, content:, rosemary g, details of foundations, abdallak misri drija, housing construction, single family, john j s.a., Municipality Juan Manuel Cajigal Onoto State Anzoategui, gilbellys rosemary

Raw text data extracted from CAD file:

219460 Rejilla Para Sifonx2 01000 S2 J \fArial|b0|i0|c0|p34;JOHN J. & C.I.A.,S.A. \fArial|b0|i1|c0|p34;SERVICIOS Y ASESORIAS LEYENDA SALIDA ILUMINACIÒN DE TECHO SALIDA ILUMINACIÒN DE TECHO FLUORECENTE 4X40 WAT SALIDA ILUMINACIÒN DE TECHO FLUORECENTE RECTANGULAR TABLERO O SUBTABLERO SALIDA DOBLE TOMACORRIENTE ESPECIAL SALIDA DE TOMACORRIENTE DOBLE INSTALACIÒN EMBUTIDA EN TECHO O PARED INDICA CONDUCTOR DE TIERRA INDICA CONDUCTOR DE NEUTRO CAJA DE PASO TOMA 220V EMPOTRADO EN PARED PUNTO DE ILUMINACION TIPO APLIQUE REFLECTOR ILUMINACION EXTERIOR INDICA CONDUCTOR DE FASE LAMPARA DE EMERGENCIA SALIDA ESPECIAL DE TOMACORRIENTE EN PISO CON TOMA SENCILLA 0.96 1.36 1.20 0.80 .08 .08 .08 .08 0.88 1.00 \A1;45° .05 1.10 .05 .10 .15 .15 .15 .15 .15 .15 .10 1.20 0.79 .05 INTERIOR EXTERIOR Ventana de vidrio Panoramica marco de aluminio Protector acero Pared esp 15 cm .08 0.80 .08 .20 .15 .05 GLOBAL -1.0000,-1.0000,-1.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “0.7”)(11 “Kd” “1”)(11 “Ks” “0.2”)(11 “roughness” “0.5”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 BYLAYER -1.0000,-1.0000,-1.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “0.7”)(11 “Kd” “1”)(11 “Ks” “0.2”)(11 “roughness” “0.5”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 BYBLOCK -1.0000,-1.0000,-1.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “0.7”)(11 “Kd” “1”)(11 “Ks” “0.2”)(11 “roughness” “0.5”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 2.40 2.20 .48 .05 .48 .05 .48 .05 .55 .43 .05 .17 .05 .27 0.80 0.80 .27 \A1;42° 180° .21 .37 .21 .28 1.56 .05 .13 .13 .05 2.14 1.60 2.13 2.01 INTERIOR EXTERIOR Puerta doble panel de madera con vitral Protector acero Pared esp 15 cm Vitral 1.42 .96 .59 .59 .20 1.00 .50 2.70 2.55 2.55 .59 .59 2.50 .30 4.95 4.00 3.50 4.00 4.00 3.50 3.35 27.30 \W0.77281; 1 \W0.66714; 2 \W0.63234; 3 \W0.62977; 4 \W0.59626; 5 \W0.61044; 6 \W0.62590; 7 \W0.63106; 8 -1455.261927925258 -1455.261927925258 -1455.261927925258 -1455.261927925258 -1455.261927925258 -1455.261927925258 -1455.261927925258 -1455.261927925258 -1455.261927925258 -1455.261927925258 -1455.261927925258 -1455.261927925258 -1455.261927925258 -1455.261927925258 -1455.261927925258 -1455.261927925258 -1455.261927925258 -1455.261927925258 -1455.261927925258 -1455.261927925258 -1455.261927925258 -1455.261927925258 1.00 2.60 2.10 2.40 2.10 1.10 1.56 2.10 .50 1.00 .10 .10 4.95 4.00 3.50 4.00 4.00 3.50 3.35 27.30 \W0.77281; 1 \W0.66714; 2 \W0.63234; 3 \W0.62977; 4 \W0.59626; 5 \W0.61044; 6 \W0.62590; 7 \W0.63106; 8 -1444.739283191704 -1444.739283191704 -1444.739283191704 -1444.739283191704 -1444.739283191704 -1444.739283191704 -1444.739283191704 -1444.739283191704 -1444.739283191704 -1444.739283191704 -1444.739283191704 -1444.739283191704 Local 1 Local 1 Oficina 1 Hidro. Lav. -1444.739283191704 -1444.739283191704 -1444.739283191704 -1444.739283191704 -1444.739283191704 -1444.739283191704 -1444.739283191704 -1444.739283191704 3.50 3.50 3.50 3.50 14.00 2.60 2.10 2.10 2.40 3.50 3.00 .20 2.70 \W0.49330; E \W0.49330; D \W0.58608; C \W0.49330; B \W0.75619; A -1450.930196655206 -1450.930196655206 -1450.930196655206 -1450.930196655206 -1450.930196655206 -1450.930196655206 -1450.930196655206 -1450.930196655206 -1450.930196655206 -1450.930196655206 -1450.930196655206 -1450.930196655206 -1450.930196655206 CORTE A – A SALA HAB. 3 219060 Sifon Campanax2 03000 218090 Yee Sanitaria 4 00030 218096 Yee Sanitaria Reducida 4×2 01020 212590 Codo 45 CampanaxCampanax4 00020 218060 Yee Sanitaria 2 03000 212060 Codo 90×2 02000 216086 Reducción Soldada 3×2 01100 212560 Codo 45 CampanaxCampanax2 020000 212080 Codo 90×3 00200 212090 Codo 90×4 00020 218098 Yee Sanitaria Reducida 4×3 00120 218086 Yee Sanitaria Reducida 3×2 01200 218080 Yee Sanitaria 3 00300 216098 Reducción Soldada 4×3 00110 LEYENDA BAJA SUBE CAMPANA VENTILACION SIFON REDUCCION 212060 Codo 90×2 02000 212050 Codo 90×1 1/2 20000 ESPECIFICACIONES SISTEMA DE TUBERIA Y ACCESORIOS SANITARIA ASTM PAVCO. \A1;711 \A1;361 \A1;82 \A1;92 \A1;79 \A1;494 \A1;133 \A1;180 \A1;203 \A1;254 \A1;0.15 \A1;0.15 \A1;1.00 \A1;1.00 VAR. #4 @20 cm VRS #4@20 cm BASTONES DE VAR #4@ 20cm. DE 1.00×1.50m PARA REFUERZO INTERCALADAS 5 DETALLE “A”: ARMADO HORIZONTAL SIN ESC. 5 5 0.15 \A1;0.25 \A1;0.30 \A1;1.10 \A1;25 cm 3.50 3.50 3.50 4.95 4.00 3.50 4.00 4.00 3.50 3.35 14.00 27.30 3.50 .25 .25 .25 GLOBAL -1.0000,-1.0000,-1.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “0.7”)(11 “Kd” “1”)(11 “Ks” “0.2”)(11 “roughness” “0.5”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 BYLAYER -1.0000,-1.0000,-1.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “0.7”)(11 “Kd” “1”)(11 “Ks” “0.2”)(11 “roughness” “0.5”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 BYBLOCK -1.0000,-1.0000,-1.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “0.7”)(11 “Kd” “1”)(11 “Ks” “0.2”)(11 “roughness” “0.5”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 711 361 82 92 79 494 133 180 203 254 ENVIAGADO PLANTA FUNDACIONES 5 5 5 5 5 5 5 5 5 5 5 5 V.R. V.R. V.R. V.R. V.R. V.R. V.R. V.R. V.R. V.R. 5 5 8 7 6 5 4 3 2 1 \W0.49330; E \W0.49330; D \W0.58608; C \W0.49330; B \W0.75619; A 5 5 .20 .20 A x B E J .10 .07 A B C F D G PEDESTAL V.R. PEDESTAL ESCALON BASE DE PIEDRA PICADA O CONCRETO POBRE CUADRO DE FUNDACIONES ( Rs = 1.00 kg/cm2) DESCRIP TIPO ZAPATA PEDESTAL ESP. PROF. ESCALON REFUERZO (EN DIRECCION A) REFUERZO (EN DIRECCION B) A B C D E H F G J F-1 1.00 1.00 0.30 0.30 0.30 1.10 0.55 0.55 0.25 0.15 0.15 7 d 1/2″ x 1.20 0.15 0.15 7 d 1/2″ x 1.20 F-2 1.10 1.10 0.30 0.30 0.30 1.10 0.60 0.60 0.25 0.15 0.15 7 d 1/2″ x 1.30 0.15 0.15 7 d 1/2″ x 1.30 F-3 1.20 1.20 0.30 0.30 0.30 1.10 0.65 0.65 0.25 0.15 0.15 8 d 1/2″ x 1.40 0.15 0.15 8 d 1/2″ x 1.40 F-4 1.30 1.30 0.30 0.30 0.30 1.10 0.70 0.70 0.25 0.15 0.15 9 d 1/2″ x 1.60 0.15 0.15 9 d 1/2″ x 1.60 F-5 1.40 1.40 0.30 0.30 0.30 1.10 0.75 0.75 0.25 0.15 0.15 10 d 1/2″ x 1.70 0.15 0.15 10 d 1/2″ x 1.70 F-6 1.50 1.50 0.30 0.30 0.30 1.10 0.80 0.80 0.25 0.20 0.20 10 d 5/8″ x 1.80 0.15 0.15 10 d 1/2″ x 1.80 0.25 0.30 .20 .20 A x B 0.30 0.25 .30 .07 PEDESTAL V.R. BASE DE PIEDRA PICADA O CONCRETO POBRE DE RC=210 kg/cm2 de espesor 30 cm. 1.10 1d1/2″ cada 15 cm ARMADURA PARRILLA 25 cm LONGITUD DE ANCLAJE DETALLE DE ANCLAJE COLUMNA -ZAPATA A B C D E EJES 1 2 3 4 5 6 7 8 F-1 F-1 F-1 F-2 F-2 F-2 F-3 F-5 F-3 F-5 F-4 F-2 F-6 F-7 F-6 F-6 F-2 F-4 F-4 F-4 F-2 F-2 F-4 F-4 F-4 F-5 F-5 F-5 F-5 F-6 F-6 F-4 F-7 PERFIN ESTRUCTURAL CONDUVEN 120X120 INGENIERO CIVIL: TOPOGRAFO(S): VARIAS JUNIO 2009 FECHA: N° DE PLANOS: DIBUJO: PLANO: ESCALA(S): NORTE: UBICACION: PROPIETARIO: PROYECTO: CONTENIDO: ROMERO G. E-6 DETALLES DE FUNDACIONES ABDALLAK MISRI DRIJA CONSTRUCCION VIVIENDA UNIFAMILIAR JOHN J. & CIA., S.A. MUNICIPIO JUAN MANUEL CAJIGAL ONOTO ESTADO ANZOATEGUI GILBELLYS ROMERO