Foundation Plan DWG Detail for AutoCAD

Foundation Plan DWG Detail for AutoCAD

Detail level cimentacion plant construction and structures

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

lintel box, until, until, wall, cm., cut, elevation, beam, cut, n.f.p, n.p.t., n.f.p, splices, overcoming, foundation, rest, rest, rest, rest, beam beam, bending detail of stirrups, in columns beams, variable, foundation: existing first floor, scale, the horizontal vertical expansion joints, for fm king kong bricks filling completely, flat roof, overload:, mortar:, steel, cut, column table, cistern detail, stairway detail, esc., first stretch, concentration detail, of stirrups in columns., concrete cement, resistance of terrain: in, concrete reinforcement, concrete columns, concrete, Technical specifications, concrete cycle:, development:, foundation:, resistance, concrete beams, reinforced concrete:, maximum, median, stone, esc., detail of sardineles., esc, tank tank cap, esc, sedimentation pit, n.p.t., detail of cutting foundation, scale, cut, cut, idem, idem, cut, idem, bxt, bxt, bxt, kind, no floor, idem, detail of lintels, split stone filling, sump box, of max., sanitary cap, top, cat stair, rack, nfp, seismic, dilatation meeting, capacity, location of, tank, existing foundation, to join the new, prick, note:, prick, to join the new, existing foundation, to join the new, prick, note:, garden, living room, dinning room, kitchen, garage, service yard, s.h., bedroom, bedroom, s.h., to be familiar, garden, built area, extension area, sectional, cut, nfp, cut, nfp, cut, nfp, existing, column, cut, n.f.p, n.p.t., garden, ladder foundation, second tranche, third tranche, typical detail of zapata, shoe box, variable

Raw text data extracted from CAD file:

2ø3/8" 2ø1/2" 2ø5/8" CUADRO DE DINTELES 20 20 HASTA 2.00 HASTA 1.50 ø h (Cms.) 10 L (Mts.) HASTA 1.00 \A1;ESPESOR DE MURO \A1;1.5 cm. 56.63100555417726 (LIBRES) CORTE A-A 56.63100555417726 \A1;0.20 \A1;L \A1;0.20 ELEVACION 52.89167223022362 52.89167223022362 A 52.89167223022362 A VIGA \A1;.30 \A1;.075 \A1;.05 \A1;.20 \A1;.05 \A1;.075 CORTE B-B 61.92731913924823 61.92731913924823 61.92731913924823 61.92731913924823 61.92731913924823 61.92731913924823 N.F.P N.P.T. N.F.P \A1;.20 \A1;.10 \A1;4 A .10 \A1;.15 \A1;.10 \A1;.20 \A1;.30 \A1;.10 \A1;.15 \A1;4 A .10 \A1;.30 \A1;COLUMNA \A1;SEGUN EMPALMES \A1;4 A .10 \A1;.15 \A1;7 A .10 \A1;.15 \A1;COLUMNA \A1;.10 \A1;.10 \A1;3 A .25 \A1;0.30 \A1;0.30 64.03210028904832 64.03210028904832 64.03210028904832 64.03210028904832 64.03210028904832 SOBRECIMIENTO CIMIENTO 64.03210028904832 64.03210028904832 64.03210028904832 64.03210028904832 64.03210028904832 64.03210028904832 RESTO A .25 64.03210028904832 RESTO A .25 64.03210028904832 64.03210028904832 63.91851455129047 64.03210028904832 64.03210028904832 64.03210028904832 64.03210028904832 RESTO A .25 64.03210028904832 RESTO A .25 63.89988387283425 63.89988387283425 64.03210028904832 12.5 10.0 6.5 a(cm.) 1/4" 3/8" 1/2" d 2.5 2.0 1.3 r(cm.) \A1;ESPECIFICADO \A1;a \A1;r \A1;ESPECIFICADO dDE COLUMNA,PLACA O VIGA -167.5181872026309 -167.5181872026309 -167.5181872026309 45° 45° -167.5181872026309 DETALLE DE DOBLADO DE ESTRIBOS EN COLUMNAS Y VIGAS \A1;.10 \A1;.80 \A1;.50 \A1;.10 \A1;.05 \A1;.30 \A1;.30 \A1;.10 \A1;.05 \A1;1.80 \A1;2.55 \A1;1.50 \A1;.165 \A1;.20 \A1;.70 \A1;.25 \A1;2.20 \A1;1.60 \A1;.40 \A1;.25 \A1;.30 \A1;.15 \A1;.65 \A1;.15 \A1;.15 \A1;1.60 \A1;.15 \A1;.15 \A1;.60 \A1;.60 \A1;.40 \A1;1.45 \A1;.40 \A1;.80 \A1;.40 \A1;.80 \A1;.15 \A1;.30 \A1;.15 \A1;.15 \A1;.20 \A1;.20 \A1;.20 \A1;1.60 \A1;.20 \A1;1.50 \A1;4.375 \A1;1.50 \A1;3.375 \A1;3.00 \A1;.65 \A1;3.225 \A1;1.40 \A1;3.225 \A1;2.775 \A1;4.55 \A1;2.55 \A1;2.45 \A1;2.90 \A1;3.15 \A1;1.625 \A1;.40 \A1;1.25 \A1;11.00 \A1;2.775 \A1;3.60 \A1;3.50 \A1;2.45 \A1;2.90 \A1;3.15 \A1;1.625 \A1;.15 \A1;.10 \A1;.05 \A1;.20 \A1;.60 \A1;.30 \A1;.10 \A1;.05 \A1;.80 \A1;.40 \A1;.60 \A1;.30 \A1;.05 \A1;.10 \A1;.10 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.15 \A1;1.60 \A1;.40 \A1;.30 \A1;.075 \A1;.30 \A1;.20 \A1;.05 \A1;1.00 \A1;.50 \A1;1.15 \A1;1.00 \A1;.15 \A1;.25 \A1;.80 \A1;.20 \A1;1.00 \A1;.30 \A1;.80 \A1;.80 \A1;.15 \A1;.15 \A1;.15 \A1;.20 \A1;.80 \A1;.25 \A1;.70 \A1;.30 Variable ( 0.90/1.60 ) Variable ( 0.90/1.30 ) CIMENTACION: PRIMER PISO EXISTENTE ESCALA : 1 / 50 .10 .80 200 kg/m. 200 kg/m. 200 kg/m LAS JUNTAS VERTICALES Y HORIZONTALES DE DILATACION 1" (USAR TECNOPORT). PARA LADRILLOS KING KONG DE Fm = 35 Kg/cm ( 1:4 CEMENTO, ARENA) LLENANDO COMPLETAMENTE TECHO 2 PISO TECHO 3 PISO TECHO 1 PISO SOBRECARGA: MORTERO: ACERO fy = 4200 kg/cm2 8ø1/2" .50 5 5 5 5 5 5 CORTE X-X 1/2" @ 0.25 VOL.= 3.36 M3 1.80 2.55 CUADRO DE COLUMNAS DETALLE DE CISTERNA 1.50 8ø1/2" .165 DETALLE DE ESCALERA ESC. 1/25 PRIMER TRAMO ø3/8"@0.25 .20 DETALLE DE CONCENTRACION DE ESTRIBOS EN COLUMNAS. CEMENTO HORMIGON 1:8 + 25% RESISTENCIA DE TERRENO: 2.00kg/cm2 (VERIFICAR EN OBRA) CONCRETO - SOBRECIMIENTOS ARMADOS CONCRETO - COLUMNAS CEMENTO HORMIGON 1:10 + 30% PIEDRA GRANDE 6" MAXIMO ESPECIFICACIONES TECNICAS CONCRETO CICLOPEO: SOBRECIMIENTO: CIMIENTO: RESISTENCIA CONCRETO - VIGAS CONCRETO ARMADO: MAXIMO MEDIANA 3" fc = 140 kg/cm2 fc = 210 kg/cm2 fc = 210 kg/cm2 PIEDRA V-100 8ø1/2" ESC. 1/25 DETALLE DE SARDINELES. .70 .25 2.20 1.60 NFP+.10 8ø1/2" .40 (TIPICO) (TIPICO) ø3/8"@0.25 8ø1/2" (TIPICO) .25 (TIPICO) 10ø1/2" E=0.15 ESC ; 1/25 .30 5 .65 .15 \A1;45.00° TAPA DE TANQUE CISTERNA .15 1.60 X .15 ESC ; 1/25 .15 .60 d3/8"@.25 d3/8"@.25 d3/8"@.25 d3/8"@.25 .60 1/2" @ 0.25 FOSA DE SEDIMENTACION .40 1.45 N.P.T. - 0.05 N.P.T. + 0.00 / 0 3/8" @ .25 DETALLE DE CORTE CIMENTACION 5 ESCALA 1/25 CORTE 2-2 5 CORTE 1-1 5 5 X .15 ø IDEM 1ºPISO 3 IDEM 1ºPISO CORTE IDEM 1ºPISO bxt ø bxt ø bxt ø1/4"@.25 .25x.25 2 TIPO C-1 1 Nº PISO C-3 .15x.35 C-2 IDEM 1ºPISO DETALLE DE DINTELES .30 5 RELLENO DE PIEDRA PARTIDA CAJA SUMIDERO DE .30x.30x.30 DE d 1" MAX. TAPA SANITARIA TAPA .60x.60 ESCALERA DE GATO REJILLA 5 NFP +0.10 SISMICA 3Cm. JUNTA DE DILATACION 5 5 5 5 5 5 CAPACIDAD 3.36M3 UBICACION DE 4.375 5 5 3.375 5 3.225 5 3.225 2.775 5 5 5 5 5 1.625 5 CISTERNA 1 1 1 1 2 2 4 3 3 3 3 CIMIENTO EXISTENTE CIMIENTO EXISTENTE CIMIENTO EXISTENTE CIMIENTO EXISTENTE EXISTENTE PARA UNIR EL NUEVO PICAR CIMIENTO NOTA: NOTA: PICAR CIMIENTO EXISTENTE PARA UNIR EL NUEVO 4 5 5 CIMIENTO EXISTENTE EXISTENTE PARA UNIR EL NUEVO PICAR CIMIENTO NOTA: A C A B D F G 5 1C E G F 1 2 3 4 5 6 7 8 5 1.625 8 7 5 5 6 5 5 2A 5 5 4 2.775 2 1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C2 C2 4 4 C3 C3 C2 C2 A A NFT.+ 0.10 NJ.-0.05 JARDIN LIVING COMEDOR NFT.+ 0.10 COCINA NFT.+ 0.10 GARAGE NFP.-0.05 PATIO DE SERVICIO NFT.+ 0.10 S.H. NFT.+ 0.10 DORMITORIO DORMITORIO NFT.+ 0.10 DORMITORIO NFT.+ 0.10 S.H. ESTAR FAMILIAR NFT.+ 0.10 NJ.-0.05 JARDIN L E Y E N D A AREA CONSTRUIDA AREA DE AMPLIACION 5 EN CORTE 2-2 5 5 CORTE 3-3 5 5 5 5 NFP +0.10 NFP +0.10 5 CORTE 4-4 5 NFP +0.10 5 5 CORTE 5-5 5 5 NFP +0.10 5 5 .25 .25 .25 .25 EXISTENTE COLUMNA ø1/4"@.25 4ø1/2" 4ø3/8" ø1/4"@.25 .15x.25 4ø1/2" .25 .15 1.60 .40 .30 .075 CORTE A-A .30 .20 N.F.P .05 N.P.T. JARDIN 5 5 5 B B CIMIENTO DE ESCALERA SEGUNDO TRAMO 1.00 6ø1/2" .15 E=0.15 (TIPICO) V-100 6ø1/2" 4ø1/2" ø3/8"@0.25 7ø1/2" 7ø1/2" (TIPICO) .25 (TIPICO) .80 .20 6ø1/2" TERCER TRAMO 7ø1/2" (TIPICO) E=0.15 1.00 ø3/8"@0.25 .30 4ø1/2" 6ø1/2" ø3/8"@0.25 7ø1/2" .80 .80 .15 .15 V-100 .15 .20 .80 .25 .70 .30 1 : 20 DETALLE TIPICO DE ZAPATA @ 0.25 Ø 1/2" Z - 1 1.30 x 1.30 CUADRO DE ZAPATAS @ 0.25 @ 0.25 @ 0.25 Ø 1/2" Ø 1/2" Ø 1/2" Z - 2 Z - 3 Z - 4 0.90 x 0.90 1.60x 1.10 1.10 x 1.30 Variable ( 0.90/1.60 ) Variable ( 0.90/1.30 ) Ø 1/2" @ 0.15 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z2 Z2 Z4 Z1 Z1 Z3 Z3 Z3 Z3 Z4 Z4

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	Garage, Deck / Patio, Garden / Park
Tags	autocad, base, cimentacion, construction, DETAIL, DWG, footings, FOUNDATION, foundation details, foundations, fundament, Level, plan, plant, structures