Multifamily Housing 25 X 11 M; Plane Foundation Structure DWG Detail for AutoCAD

Multifamily Housing 25 X 11 M; Plane Foundation Structure DWG Detail for AutoCAD

Details – specifications – sizing – Construction cuts

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

beam beam, splices, splices, niv, niv, stairway detail, at all levels, level, stirrups, column table, dimension, kind, foundation, esc:, Deposit, railyard, parking lot, according to splices, column, rest, of stirrups in columns with shoes, concentration detail, overcoming, sole, grill, shoe, iron, dimensions, kind, shoe box, typical plant of zapata, esc., long from, splice, rest, column, rest, scale, n.p.t., n.p.t., scale, foundation cut, bending detail of stirrups, in columns beams, note:, net structure, section, plate detail, legend, note:, board plaque area, see plate detail, symbol, variable, section, niv, finished caravista, net structure, note:, n.p.t., scale, semi-ground plant, strapped, sole, shoe detail, according to details of stirrups., grill, esc., sedimentation pit, esc, cistern detail, cut, n.p.t., tank tank cap, esc, Technical specifications, concrete, concrete columns, concrete shoes, resistance of terrain:, concrete cement, reinforced concrete:, concrete beams, resistance, foundation:, development:, concrete cycle:, steel, semisotano overhead:, flat roof, stone, median, maximum, esc., flat roof, first stretch, semi-basement roof, second tranche, stairs, variable, finished caravista, n.f.c., nft., nft., nft., nft., license plate, section, n.f.c., niv, finished caravista, net structure, note:, variable, n.f.c., niv, at all levels, at all levels, background level, beam, mortar:, the horizontal vertical joints. in dilation use expanded polyethylene, a brick mortar for king kong of f’m of filling, free coatings, beams cms, cms columns, lightened cms, ceiling, completely the brick will be of type III con., resistance the compression of, cms shoes, at all levels, note:, in the areas where the foundation, proposal with property of, must fit to bottom level of, proposed foundation., with concrete, additive, together, affirmed basis, cbr, detail of floor in, esc., dilatation meeting, jr. van lot mza. san borja, stair structure, Mrs. myryan lourdes castro manrique, specialty, professional, ing. victor o. bossio martini cip, draft, owner, Location, bach. arqº. adan vasquez n., development:, multifamily housing, scale, sheet:, nov., date, niv, niv, at all levels, level, stirrups, column table, dimension, kind, foundation, esc:, Deposit, railyard, parking lot, according to splices, column, rest, of stirrups in columns with shoes, concentration detail, overcoming, sole, grill, shoe, iron, dimensions, kind, shoe box, typical plant of zapata, esc., long from, splice, rest, column, rest, scale, n.p.t., n.p.t., scale, foundation cut, bending detail of stirrups, in columns beams, note:, net structure, section, plate detail, legend, note:, board plaque area, see plate detail, symbol, variable, section, niv, finished caravista, net structure, note:, n.p.t., scale, semi-ground plant, strapped, sole, variable, shoe detail, thickness, according to details of stirrups., grill, esc., Technical specifications, concrete cement

Raw text data extracted from CAD file:

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LEYENDA NOTA: AREA ACHURADA ( PLACA ) VER DETALLE DE PLACA 1-1 / 2-2 SIMB. 1 1 1 CC2 1 1 1 2 2 1 1 1 1 1 1 2 2 3 3 2 2 3 3 -0.6729702694674415 .10 variable 5 SECCION 2-2 .10 .80 Niv. -1.20 ACABADO CARAVISTA ESTRUCTURA NETA NOTA: d3/8"@.20 d3/8"@.20 CC2 N.P.T. -1.20 5 0.0 ESCALA 1/25 0.0 CC-3 CC1 CC1 1 1 1 1 1 1 1 1 1 1 1 1 CC2 CC2 CC2 0.0 5 0.0 3 0.0 2 0.0 0.0 4 6 0.0 7 8 0.0 0.0 0.0 A C E 0.0 0.0 0.0 3 0.0 2 0.0 0.0 4 5 6 7 0.0 8 0.0 0.0 0.0 A B 0.0 F D 0.0 G -1.266192830023897 -1.266192830023897 4d3/4" + 2d5/8" 2@.05,6@ .10,3@.15,Rto@.20 d1/2" SEMISOTANO 1° PLANTA 1@.05,5@ .10,3@.15,Rto@.20 d3/8" 6d5/8" -1.266192830023897 -1.266192830024039 -1.266192830024039 -1.266192830024039 2@.05,3@ .10,5@.15,Rto@.25 6d5/8" d3/8" ZUNCHADOS 2.251750349324716 2.251750349324716 -2.442381810727028 -2.442381810727028 -2.442381810727028 SOLADO Fc=100 Kg/cm2 -2.442381810727028 -2.442381810727028 DETALLE DE ZAPATAS -2.442381810727028 -2.442381810727028 N.P.T.-1.20 SEGUN DETALLE DE ESTRIBOS. -2.442381810727028 -2.442381810727028 PARRILLA ø1/2" @ 0.15 ESC. 1/25 FOSA DE SEDIMENTACION .15 .30 .20 .30 3/8" @ .25 0 / 1/2" @ 0.25 \A1;45.00° ESC ; 1/25 DETALLE DE CISTERNA VOL.= 6.00 m3 1/2" @ 0.25 CORTE X-X .40 N.P.T. -1.20 N.P.T. - 1.15 TAPA DE TANQUE CISTERNA X -0.9153367054987456 d3/8"@.25 d3/8"@.25 d3/8"@.25 d3/8"@.25 -0.9153367054987456 ESC ; 1/25 -0.9153367054987456 -0.9153367054987456 -0.9153367054987456 -0.9153367054987456 -0.9153367054987456 -0.9153367054987456 ESPECIFICACIONES TECNICAS CEMENTO HORMIGON 1:10 + 30% PIEDRA GRANDE 6" MAXIMO CONCRETO - COLUMNAS CONCRETO - ZAPATAS RESISTENCIA DE TERRENO: 3 Kg/cm2 CEMENTO HORMIGON 1:8 + 25% 200 kg/m2 200 kg/m2 CONCRETO ARMADO: CONCRETO - VIGAS RESISTENCIA CIMIENTO: SOBRECIMIENTO: CONCRETO CICLOPEO: ACERO SOBRECARGA SEMISOTANO: TECHO 1 PISO TECHO 2 PISO PIEDRA f´c = 210 kg/cm2 f´c = 210 kg/cm2 f´c = 175 kg/cm2 3" MEDIANA MAXIMO f´y = 4200 kg/cm2 \A1;A \A1;B ESC. 1/25 200 kg/m2 TECHO 3 PISO .20 2.80 .20 / 0 3/8" @ .25 PRIMER TRAMO N.T.T.=-1.35 TECHO DE SEMISOTANO (TIPICO) E=0.15 -0.4272081911096848 SEGUNDO TRAMO 250 kg/m2 ESCALERA VARIABLE d1/2"@.20 d1/2"@.20 ACABADO CARAVISTA S/C=250 Km/m2 ø1/2"@0.20 ø1/2"@0.20 ø1/2"@0.20 0.0 N.F.C. -2.20 N.F.C. -2.20 N.F.C. -2.20 N.F.C. -2.20 N.F.C. -2.20 N.F.C. -2.20 ±0.00m NFT. ±0.00m NFT. NFT. ±0.00m ±0.00m NFT. ±0.00m NFT. 5 5 5 -0.9153367054987456 5 5 -0.9153367054987456 5 5 PLACA 5 5 5 .80 5 1/2" @ 0.15 1/2" @ 0.15 VB ( .15x.20 ) CC3 CC3 CC3 CC3 CC1 3.029999999999923 0.1854226358378952 Z-1 CC3 -3.000000000000078 -3.000000000000078 Z-1 -1.266192830023897 -1.266192830023897 CC3 CC3 C-1 C-1 C-1 CC2 CC2 Z-1 C-1 Z-1 C-1 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 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 5 SECCION 3-3 d1/2"@.20 N.F.C. -2.20 d3/8"@.20 d3/8"@.20 Niv. -1.20 ACABADO CARAVISTA ESTRUCTURA NETA NOTA: -0.6729702694674415 variable .10 .10 .80 N.F.C. -2.20 Niv. +1.20 Niv. +1.20 Niv. +0.90 Niv. +0.90 7´ 5 5 5 5 5 5 4´´ 5 1 2´ 5 4´ 2@.05,6@ .10,3@.15,Rto@.20 d1/2" EN TODOS LOS NIVELES C-5 d3/8" 1@.05,5@ .10,3@.15,Rto@.20 8d5/8" 4d1"+2d3/4" EN TODOS LOS NIVELES NIVEL FONDO DE VIGA MORTERO: COMPLETAMENTE LAS JUNTAS VERTICALES Y HORIZONTALES. EN DILATACION e= 1" USAR POLIETILENO EXPANDIDO SE EMPLEARA UN MORTERO PARA LADRILLOS KING KONG DE f'm = 35 Kg/cm2 DE 1:4 CEMENTO-ARENA. LLENANDO RECUBRIMIENTOS LIBRES VIGAS 4 cms COLUMNAS 3 cms ALIGERADOS 3 cms TECHO SEMI-SOTANO 200 kg/m2 COMPLETAMENTE LAS (TECKNOPOR). EL LADRILLO SERA DE 0.09x0.13x0.24m CON F¨b=90kg/cm2 DEL TIPO III. RESISTENCIA A LA COMPRESION DE 280 kg/cm2 ZAPATAS 7 cms Z-2 5 5 0.0 Z-2 0.0 C-4 C-4 EN TODOS LOS NIVELES NOTA: EN LAS ZONAS DONDE COLINDA LA CIMENTACION PROPUESTA CON PROPIEDAD DE TERCEROS, SE DEBE CALZAR HASTA NIVEL DE FONDO DE CIMENTACION PROPUESTA. CON CONCRETO f´c=100 kg/cm2 f´c=175kg/cm2 -0.0300000000000153 ADITIVO SELLADOR DE JUNTAS (neoprene) AFIRMADO BASE CBR > 90 5 5 DETALLE DE PISO EN SEMI-SOTANO ESC. 1/25 NPT.-1.20 NPT.-1.20 NPT.-1.20 NPT.-1.20 NPT.-1.20 NPT.-1.20 NPT.-1.20 NPT.-1.20 NPT.-1.20 NPT.-1.20 JUNTA DE DILATACION 1" JUNTA DE DILATACION 1" JUNTA DE DILATACION 1" JUNTA DE DILATACION 1" JUNTA DE DILATACION 1" JUNTA DE DILATACION 1" JUNTA DE DILATACION 1" JUNTA DE DILATACION 1" JR. VAN GOGH, LOTE 04, MZA. E-5, SAN BORJA ESTRUCTURA : CIMENTACION,DETALLES DE ESCALERA SRA. MYRYAN LOURDES CASTRO MANRIQUE ESPECIALIDAD PROFESIONAL ING. VICTOR O. BOSSIO MARTINI CIP 46753 PROYECTO PROPIETARIO UBICACION Bach. Arqº. ADAN VASQUEZ N. DESARROLLO: VIVIENDA MULTIFAMILIAR ESCALA LAMINA: NOV. 2001 FECHA 1:50 2.10 .10 .80 .20 d3/8"@.20 Niv. -1.20 5 Niv. +0.90 d EN TODOS LOS NIVELES NIVEL ESTRIBOS CUADRO DE COLUMNAS C-1 DIMENSION TIPO C-2 C-3 C-4 CIMENTACION ESC: 1/50 DEPOSITO 1 PATIO DE MANIOBRAS ESTACIONAMIENTO 5 4 A .10 .20 4 A .10 5 SEGUN EMPALMES COLUMNA .15 RESTO @.20 RESTO @.20 .10 .60 DE ESTRIBOS EN COLUMNAS CON ZAPATAS DETALLE DE CONCENTRACION .15 SOBRECIMIENTO .30 .30 SOLADO Fc=100Kg/cm2 PARRILLA d1/2" @ 0.15 ZAPATA d 1/2" @.15 FIERRO 1.50 1.50 .60 H .60 DIMENCIONES B 1.60 1.50 Z-2 Z-1 TIPO A CUADRO DE ZAPATAS PLANTA TIPICA DE ZAPATA ESC. 1/25 ø1/2" @ 0.15 ø1/2" @ 0.15 Long. de empalme 4 A .10 5 .30 .30 .20 0.70 0.55 .15 RESTO @.20 COLUMNA RESTO @.20 .15 d 1/2" 5/8" ESCALA 1/25 CC-2 N.P.T. -1.20 5 .80 5 5 5 5 N.P.T. -1.20 5 CC-1 ESCALA 1/25 CORTE DE CIMENTACION DETALLE DE DOBLADO DE ESTRIBOS EN COLUMNAS Y VIGAS 5 5 5 5 5 5 5 5 5 5 Z-1 Z-2 Z-2 C-1 C-3 C-4 C-2 C-4 C-3 d3/8"@.20 .10 NOTA: ESTRUCTURA NETA SECCION 1-1 d 1/2" @.15 DETALLE DE PLACA 10.0 6.5 a(cm.) 1/4" 3/8" d 2.0 1.3 r (cm.) LEYENDA NOTA: AREA ACHURADA ( PLACA ) VER DETALLE DE PLACA 1-1 / 2-2 SIMB. 1 1 1 CC2 1 1 1 2 2 1 1 1 1 1 1 2 2 3 3 2 2 3 3 .20 .10 variable 5 SECCION 2-2 .10 .80 Niv. -1.20 ACABADO CARAVISTA ESTRUCTURA NETA NOTA: d3/8"@.20 d3/8"@.20 CC2 N.P.T. -1.20 5 .80 ESCALA 1/25 5 CC-3 CC1 CC1 1 1 1 1 1 1 1 1 1 1 1 1 CC2 CC2 CC2 5 5 5 3 5 2 5 5 4 6 5 7 8 5 5 5 A C E 5 5 5 3 5 2 5 5 4 5 6 7 5 8 5 5 5 A B 5 F D 5 G 5 5 4d3/4" + 2d5/8" 2@.05,6@ .10,3@.15,Rto@.20 d1/2" SEMISOTANO 1° PLANTA 1@.05,5@ .10,3@.15,Rto@.20 d3/8" 6d5/8" 5 5 5 d<> 2@.05,3@ .10,5@.15,Rto@.25 6d5/8" d3/8" ZUNCHADOS 5 5 0.60 0.25 0.25 SOLADO Fc=100 Kg/cm2 0.10 VARIABLE DETALLE DE ZAPATAS ESPESOR 0.05 N.P.T.-1.20 SEGUN DETALLE DE ESTRIBOS. 0.20 0.10 PARRILLA ø1/2" @ 0.15 ESC. 1/25 ESPECIFICACIONES TECNICAS CEMENTO HORMIGON 1:10 + 30% PIEDRA GRANDE 6" MAXIMO CONCRETO - COLUMNAS CONCRETO - ZAPATAS RESISTENCIA DE TERRENO: 3 Kg/cm2 CEMENTO HORMIGON 1:8 + 25% 200 kg/m2 200 kg/m2 CONCRETO ARMADO: CONCRETO - VIGAS RESISTENCIA CIMIENTO: SOBRECIMIENTO: CONCRETO CICLOPEO: ACERO SOBRECARGA SEMISOTANO: TECHO 1 PISO TECHO 2 PISO PIEDRA f´c = 210 kg/cm2 f´c = 210 kg/cm2 f´c = 175 kg/cm2 3" MEDIANA MAXIMO f´y = 4200 kg/cm2 \A1;A \A1;B ESC. 1/25 200 kg/m2 TECHO 3 PISO 250 kg/m2 ESCALERA Y CUADRO DE COLUMNAS VARIABLE d1/2"@.20 d1/2"@.20 ACABADO CARAVISTA E-1 .80 N.F.C. -2.20 N.F.C. -2.20 N.F.C. -2.20 N.F.C. -2.20 N.F.C. -2.20 N.F.C. -2.20 NFT. NFT. NFT. NFT. NFT. CC3 CC3 CC3 CC3 CC1 5 5 Z-1 CC3 5 5 Z-1 5 5 CC3 CC3 C-1 C-1 C-1 CC2 CC2 Z-1 C-1 Z-1 C-1 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 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 5 SECCION 3-3 d1/2"@.20 N.F.C. -2.20 d3/8"@.20 d3/8"@.20 Niv. -1.20 ACABADO CARAVISTA ESTRUCTURA NETA NOTA: 5 variable .10 .10 .80 N.F.C. -2.20 Niv. +1.20 Niv. +1.20 Niv. +0.90 Niv. +0.90 7´ 5 5 5 5 5 5 4´´ 5 1 2´ 5 4´ 2@.05,6@ .10,3@.15,Rto@.20 d1/2" EN TODOS LOS NIVELES C-5 d3/8" 1@.05,5@ .10,3@.15,Rto@.20 8d5/8" 4d1"+2d3/4" EN TODOS LOS NIVELES NIVEL FONDO DE VIGA MORTERO: COMPLETAMENTE LAS JUNTAS VERTICALES Y HORIZONTALES. EN DILATACION e= 1" USAR POLIETILENO EXPANDIDO SE EMPLEARA UN MORTERO PARA LADRILLOS KING KONG DE f'm = 35 Kg/cm2 DE 1:4 CEMENTO-ARENA. LLENANDO RECUBRIMIENTOS LIBRES VIGAS 4 cms COLUMNAS 3 cms ALIGERADOS 3 cms TECHO SEMI-SOTANO 200 kg/m2 COMPLETAMENTE LAS (TECKNOPOR). EL LADRILLO SERA DE 0.09x0.13x0.24m CON F¨b=90kg/cm2 DEL TIPO III. RESISTENCIA A LA COMPRESION DE 280 kg/cm2 ZAPATAS 7 cms Z-2 5 5 5 Z-2 5 C-4 C-4 EN TODOS LOS NIVELES NOTA: EN LAS ZONAS DONDE COLINDA LA CIMENTACION PROPUESTA CON PROPIEDAD DE TERCEROS, SE DEBE CALZAR HASTA NIVEL DE FONDO DE CIMENTACION PROPUESTA. CON CONCRETO f´c=100 kg/cm2 f´c=175kg/cm2 1" ADITIVO SELLADOR DE JUNTAS (neoprene) AFIRMADO BASE CBR > 90 5 5 DETALLE DE PISO EN SEMI-SOTANO ESC. 1/25 NPT.-1.20 NPT.-1.20 NPT.-1.20 NPT.-1.20 NPT.-1.20 NPT.-1.20 NPT.-1.20 NPT.-1.20 NPT.-1.20 NPT.-1.20 JUNTA DE DILATACION 1" JUNTA DE DILATACION 1" JUNTA DE DILATACION 1" JUNTA DE DILATACION 1" JUNTA DE DILATACION 1" JUNTA DE DILATACION 1" JUNTA DE DILATACION 1" JUNTA DE DILATACION 1" ±0.00m ±0.00m ±0.00m ±0.00m ±0.00m DEPOSITO 1 PATIO DE MANIOBRAS ESTACIONAMIENTO 5 5 5 5 5 5 5 5 5 5 Z-1 Z-2 Z-2 C-1 C-3 C-4 C-2 C-4 C-3 NOTA: 1 1 1 CC2 1 1 1 2 2 1 1 1 1 1 1 2 2 3 3 2 2 3 3 CC2 CC1 CC1 1 1 1 1 1 1 1 1 1 1 1 1 CC2 CC2 CC2 5 5 5 3 5 2 5 5 4 6 5 7 8 5 5 5 A C E 5 5 5 3 5 2 5 5 4 5 6 7 5 8 5 5 5 A B 5 F D 5 G CC3 CC3 CC3 CC3 CC1 5 5 Z-1 CC3 5 5 Z-1 CC3 CC3 C-1 C-1 C-1 CC2 CC2 Z-1 C-1 Z-1 C-1 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 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 7´ 5 5 5 5 5 5 4´´ 5 1 2´ 5 4´ Z-2 5 5 5 Z-2 5 C-4 NPT.-1.20 NPT.-1.20 NPT.-1.20 NPT.-1.20 NPT.-1.20 NPT.-1.20 NPT.-1.20 NPT.-1.20 NPT.-1.20 NPT.-1.20 d EN TODOS LOS NIVELES NIVEL ESTRIBOS CUADRO DE COLUMNAS C-1 DIMENSION TIPO C-2 C-3 C-4 5 5 4d3/4" + 2d5/8" 2@.05,6@ .10,3@.15,Rto@.20 d1/2" SEMISOTANO 1° PLANTA 1@.05,5@ .10,3@.15,Rto@.20 d3/8" 6d5/8" 5 5 5 d<> 2@.05,3@ .10,5@.15,Rto@.25 6d5/8" d3/8" ZUNCHADOS 5 5 5 5 2@.05,6@ .10,3@.15,Rto@.20 d1/2" EN TODOS LOS NIVELES C-5 d3/8" 1@.05,5@ .10,3@.15,Rto@.20 8d5/8" 4d1"+2d3/4" EN TODOS LOS NIVELES EN TODOS LOS NIVELES

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	Deck / Patio, Parking, Garden / Park
Tags	autocad, cimentacion, construction, cuts, DETAIL, details, DWG, erdbebensicher strukturen, FOUNDATION, Housing, multifamily, multifamily housing, plane, seismic structures, sizing, specifications, structure, strukturen