Foundation Details DWG Detail for AutoCAD

Foundation Details DWG Detail for AutoCAD

Foundation Details – Sectio9ns – Ferro-Concrete

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

flooring, n.f.p., v.c., in both ways, mesh, n.f.p., v.c., flooring, mesh, in both ways, of columns, according to picture, of columns, according to picture, in both ways, mesh, n.f.p., flooring, v.c., according to picture, of columns, auction of columns, of the height between the floor., of the middle two thirds, in the same, as maximum reinforcement, different floors splice, toggle the splices in, note:, in columns beams, detail: stirrup anchor, cm., Detail: beam anchor in columns, bent, cm., cm., cm., cistern plant, Technical specifications, p.g. t.max., p.m. t.max., cut, structural steel, coatings, floor, steel, masonry, f’m, flat beam, lightened slab, reinforced slab, structural colmna, armed surplus, running foundations, reinforced concrete, sidewalks gutters, false floor, f’c, cm., of stirrups in columns, concentration detail, variable, additional, according to splice, additional, ceiling, beam height, columns, see box, ceiling, beam height, note:, the picture shown., the dimensions specified in, they will stay in the concrete with, hook which, they should end up in, slab, shaped into beams, the reinforcing steel used, corrugated iron, picture of standard hooks on rods, column box, detail of the foundation, cimentacion plant, foundation, cut, sobrecimiento, with, foundation beam, foundation, cut, foundation, cut, with, sobrecimiento, foundation beam, sobrecimiento, foundation, cut, foundation beam, with, first stretch, stair detail, local, office, sshh, kitchen, staircase foundation, expansion joint, neighboring constructions of cm., second stretch, third stretch

Raw text data extracted from CAD file:

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V.C. / 5 5 SOLADO 0 1/2" @ .20 / 5 0 1/2" @ .20 5 5 / MALLA 0 1/2" @.20 EN AMBOS SENTIDOS DE COLUMNAS SEGUN CUADRO DE COLUMNAS SEGUN CUADRO 5 EN AMBOS SENTIDOS MALLA 0 1/2" @.20 Z-3 5 5 5 N.F.P. 5 / 0 1/2" @ .20 SOLADO 5 5 / 0 1/2" @ .20 / V.C. 5 5 SEGUN CUADRO DE COLUMNAS REMATE DE COLUMNAS DE LA ALTURA DEL ENTRE PISO. DE LOS DOS TERCIOS CENTRALES EN UNA MISMA SECCION,SIEMPRE COMO MAXIMO 50% DEL REFUERZO DIFERENTES PISOS Y EMPALMAR ALTERNAR LOS EMPALMES EN Nota: 1@.05 5 5 Resto.S/Cuadro 4@.10 EN COLUMNAS Y VIGAS DETALLE: ANCLAJE DE ESTRIBOS \A1;45° L \A1;45° D d cm. 3/8" 6 4 1/4" DETALLE: ANCLAJE DE VIGA EN COLUMNAS DOBLADO L L cm. 15 10 D d 6 8 1/2" cm. 3/8" L 20 25 cm. PLANTA DE CISTERNA 5 5 / 5 5 / 0 3/8" @ .20 0 1/2"@ .25 5 / / 0 3/8" @ .20 0 1/2"@ .25 / 5 A 5 N.F.= -2.15 N.T.=0.00 5 5 5 0 1/2" ESPECIFICACIONES TECNICAS 1:10 cemento-hormigon+30% P.G. T.MAX. 6" 1:8 cemento-hormigon+25% P.M. T.MAX. 3" 5 5 5 5 5 5 5 5 5 5 N.F.= -2.15 CORTE A-A 5 d3/8"@.20 5 5 A 5 5 5 5 5 / 0 1/2" / 0 1/2" / 0 1/2" N.T.= 0.00 d1/2"@.20 d1/2"@.20 d3/8"@.20 5 d3/8"@.20 5 ACERO ESTRUCTURAL RECUBRIMIENTOS : SUELO ACERO 5 5 ALBAÑILERIA 2 Tt = 1.21kg/cm fy = 4,200kg/cm 2 2 f'm = 25kg/cm VIGA CHATA LOSA ALIGERADA LOSA ARMADA fy = 2500kg/cm COLMNA ESTRUCTURAL 2 SOBRECIMIENTO ARMADO CIMIENTOS CORRIDOS CONCRETO ARMADO VEREDAS Y CANALETAS 5 5 FALSO PISO f'c = 100kg/cm f'c = 140kg/cm f'c = 140kg/cm f'c = 140kg/cm f'c = 210kg/cm 2 2 2 2 2 3.0 cm. 2.5 cm. 2.5 cm. 2.5 cm. 5 DE ESTRIBOS EN COLUMNAS DETALLE DE CONCENTRACION 5 5 5 VARIABLE 5 2 ADICIONALES Segun Empalme 2 ADICIONALES 5 5 3 @ .10 2 @.15 R @.20 2 @ .10 1/4" o 3/8" 1 @ .05 R @.20 2 @.15 3 @ .10 1 @ .05 1/4" o 3/8" R @.20 1/4" o 3/8" 1 @ .05 3 @ .10 2 @.15 R @.20 o TECHO ALTURA DE VIGA R @.20 2 @.15 3 @ .10 1 @ .05 1/4" o 3/8" COLUMNAS VER CUADRO DE 1/4" o 3/8" 1 @ .05 O TECHO ALTURA DE VIGA G Nota: EL CUADRO MOSTRADO. LAS DIMENCIONES ESPECIFICADAS EN SE ALOJARAN EN EL CONCRETO CON GANCHO STANDARD,LOS CUALES Y VIGAS, DEBERAN TERMINAR EN Y LOSA DE CIMENTACION,COLUMNAS EN FORMA LONGITUDINAL, EN VIGAS EL ACERO DE REFUERZO UTILIZADO 45 35 25 20 15 3/4" 5/8" 1/2" 3/8" 1/4" G(cm) / 0 DE FIERRO CORRUGADOS CUADRO DE GANCHOS STANDARD EN VARILLAS 3@.05,4@.10 5@.15,Rt.@.20 / / 6 01/2" 01/4" 5@.15,Rt.@.20 3@.05,4@.10 / / 5@.15,Rt.@.20 3@.05,4@.10 CUADRO DE COLUMNAS C-1 C-2 C-3 5 DETALLE DE CIMIENTO CORRIDO 5 5 5 4 0 5/8"+ / 0 3/8" / 60 5/8" 0 3/8" PLANTA DE CIMENTACION N.F.T.=0.10 5 5 5 .15 x .25 CIMIENTO 5 CORTE 1-1 5 SOBRECIMIENTO CON 4 0 1/2" 0 1/4"@.25 VIGA DE CIMIENTO 5 N.F.T.=0.10 5 5 5 CIMIENTO .15 x .25 5 5 CORTE 2-2 5 N.F.T.=0.10 5 5 5 5 5 .25 x .15 CIMIENTO CORTE 3-3 5 CON 4 0 1/2" 0 1/4"@.25 / / 5 SOBRECIMIENTO VIGA DE CIMIENTO / SOBRECIMIENTO 5 N.F.T.=0.10 5 5 .15 x .25 CIMIENTO 5 CORTE 4-4 VIGA DE CIMIENTO / / CON 4 0 1/2" 0 1/4"@.25 / 5 5 C-4 40 1/2" / PRIMER TRAMO sc= 250 Kg/cm DETALLE DE ESCALERA 2 Local Oficina Sshh Sshh Cocina 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3 3 2 2 2 2 3 3 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 2 2 4 4 4 4 2 2 4 4 5 5 \A1;0.30 5 5 80 1/2" / / 0 1/4" 5@.15,Rt.@.20 3@.05,4@.10 C-1 C-1 C-1 C-1 C-1 C-1 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-3 C-3 C-3 C-3 C-4 C-4 Z-1 Z-2 Z-2 Z-2 Z-2 Z-2 Z-2 Z-2 Z-2 Z-2 Z-2 Z-2 Z-2 Z-2 Z-2 Z-2 Z-2 Z-3 Z-3 Z-3 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 CIMIENTO DE ESCALERA JUNTA DE DILATACION DE CONSTRUCCIONES VECINAS DE 0.05 cm. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 1 2 3 4 5 5 A A B C C D E F G H I I J J 5 5 / 0 1/2"@.20 3 2 1 5 / 5 0 3/8"@.25 0 1/2"@.20 / 5 5 5 4 / / 0 3/8"@.25 0 1/2"@.20 7 6 9 8 e=0.14 / 0 3/8"@.25 5 5 5 0 3/8"@.25 / / 0 1/2"@.20 5 5 9 10 10 5 0 1/2"@.20 / 11 12 13 14 15 16 17 18 19 5 5 5 5 / 0 3/8"@.25 0 3/8"@.25 / 0 1/2"@.20 / / 0 1/2"@.20 5 SEGUNDO TRAMO TERCER TRAMO

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel
Measurement Units
Footprint Area
Building Features
Tags	aluminio, aluminium, aluminum, autocad, DETAIL, details, DWG, FOUNDATION, gesso, gips, glas, glass, l'aluminium, le verre, mauer, mur, panels, parede, partition wall, plaster, plâtre, sections, vidro