Structure Foundation DWG Block for AutoCAD

Structure Foundation DWG Block for AutoCAD

Map lighter foundation and a home

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

white, magenta, blue, green, cyam, yellow, red, colors, lightened semisotano, mamd, structures, multifamily housing, lightened and details of beams, location:, description:, specialty:, owner:, indicated, professional:, esc .:, drawing :, date :, sheet n. :, project:, housing, lightened first floor, details of beams, det. typical lightened, free to, between bars, spacing, abutment, free, joins in beams, location and length, lower reinforcement, rods, upper reinforcement, lower, reinforcement, upper, structure, foundations and details, vertical splice, brick masonry, design standards, terrain resistance, report :, foundation technical specifications, horizontal splice, abutments, free coverings, joints and bends, simple concrete, reinforced concrete, axis y, axis x, displacement, maximum, displacement. relative between floors, last level, zusc, resistant strength, parameters to determine, earthquake resistant, concrete porticos, structural system, third section, second section, stair detail, plant cistern, slab, top and bottom, cut aa, waterproof with mortar , nfp., see in plant, false shoe, typical cut, cement: concrete, floor, basement, semi, second, design, designation, tecer, detail of column, npt, beam, or slab, in footing, equal cant, union longitudinal, main beam, reinforcement, plant, d major, different cant, typical girders, d minor, dindicated, stirrup, specific, l what is, plate or beam., ddelacolumn, hook length, stirrup, first, first section, parking, waterproof in cistern, cistern, drain, wall, corner, meeting, detail meeting, cistern, below and above, steel in the same section, foundation, staircase, and fourth section, and fifth section, ramp , garden, anchored to the foundation, mooring columns, cement o-concrete, foundation, brick iv, sobrecimiento, masonry, solid slab, seismic joint, desp. relative maximum admissible, the foundation will be shod, important note, of the neighbors up to the level, of the foundations of the building

Raw text data extracted from CAD file:

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ESPESOR = 0.20m. 5 5 1 2 4 5 5 5 5 5 5 A D E G H I C M.A.M.D. ESTRUCTURAS VIVIENDA MULTIFAMILIAR ALIGERADOS Y DETALLES DE VIGAS UBICACION : DESCRIPCION : ESPECIALIDAD : PROPIETARIO : INDICADAS PROFESIONAL : ESC.: DIBUJO: FECHA: JULIO'2010 LAMINA N. : PROYECTO: VIVIENDA E2 2 DE 3 ALIGERADO PRIMER PISO S/C = 200 Kg/m2. ESPESOR = 0.20m. 1 2 3 14 15 16 1 2 3 1 2 4 5 5 1 2 4 VA (.15x.20) 5 5 5 5 5 5 A D E G H I C 5 5 1 2 4 VA (.25x.20) VA (.15x.20) VA (.15x.20) A 5 5 5 D H I VA (.25x.20) VA (.15x.40) VA (.15x.40) VA (.15x.40) VA (.15x.40) V202 (.25x.50) V201 (.25x.40) V201 (.25x.40) V201 (.25x.40) V201 (.25x.40) V201 (.25x.40) V202 (.25x.50) V201 (.25x.40) V202 (.25x.50) V203 (.25x.40) V203 (.25x.40) V203 (.25x.40) V203 (.25x.40) V203 (.25x.40) V203 (.25x.40) V203 (.25x.40) V203 (.25x.40) 2d1/2" 1d1/2" 5 5 5 1d3/8" 1d3/8" 1d3/8" 1d3/8" 5 1d1/2" 1d1/2" 1d3/8" 1d3/8" 5 5 5 5 A1 A1 A3 ALIGERADO TIPICO 2D0. Y 3ER. PISO S/C = 200 Kg/m2. ESPESOR = 0.20m. 14 15 16 1 2 3 5 5 1 2 4 VA (.15x.20) 5 5 5 5 5 5 A D E G H I C 5 5 1 2 4 VA (.25x.20) VA (.15x.20) VA (.15x.20) A1 2d1/2" 1d1/2" 5 1d3/8" 1d3/8" 1d3/8" 5 A3 1d3/8" 1d3/8" 1d3/8" 1d3/8" 5 1d3/8" 1d3/8" 1d3/8" 1d3/8" M.A.M.D. ESTRUCTURAS VIVIENDA MULTIFAMILIAR DETALLES DE VIGAS UBICACION : DESCRIPCION : ESPECIALIDAD : PROPIETARIO : INDICADAS PROFESIONAL : ESC.: DIBUJO: FECHA: JULIO'2010 LAMINA N. : PROYECTO: VIVIENDA E3 3 DE 3 .20 (tip.) 0.02 DET. TIPICO ALIGERADO ESCALA: 1/10 .30 .10 .10 .05 .15 d1/4" @.25(As TEMPERATURA DOBLA .15 c/extr.) libre al % O MENOS DE VARILLAS CORTADAS (*) VALORES DE M PARA 50 entre Barras Espaciamiento Libre 2.5cm estribo d 3/8" Libre % DE VARILLAS INCREMENTAR EMPALMES EN VIGAS LOCALIZACION Y LONGITUD 55 65 45 115 REFUERZO INFERIOR H=CUALQ. 40 % 5/8" 1/2" 3/4" 1" \U+2205 VARILLAS 3/8" (*) EN CASO DE CORTAR EL 100 LA LONGITUD DE EMPALME EN 60 55 65 45 115 75 60 90 165 40 55 H<=.30 m REFUERZO SUPERIOR H>.30 m \A1;M/2 \A1;L/4 \A1;L/4 INFERIOR REFUERZO \A1;L/4 \A1;L/4 \A1;L/3 \A1;M \A1;M SUPERIOR REFUERZO \A1;L/3 \A1;H \A1;L/3 2.5cm 4cm M.A.M.D. ESTRUCTURA CIMENTACION Y DETALLES UBICACION : DESCRIPCION : ESPECIALIDAD : PROPIETARIO : INDICADAS PROFESIONAL : ESC.: DIBUJO: FECHA: JULIO'2010 LAMINA N. : PROYECTO: VIVIENDA E1 1 DE 3 L/3 R.N.C. N.T.E.-060 ING. CIVIL CIP.76500 MARCO A. MORANTE DEZA =2.0kg/cm2. NORMA E-050 (grava compacta) MAQUINA, SE ASENTARAN CON MORTERO CEMENTO-ARENA 1:5 fm=45 kg/cm2. LOS LADRILLOS SERAN DE ARCILLA PRENSADOS Y HECHOS A LOS LADRILLOS TENDRAN MENOS DEL 25% DE HUECOS Y DE DIMENSIONES EMPALME VERTICAL ALBAÑILERIA DE LADRILLO NORMAS DE DISEÑO RESISTENCIA DEL TERRENO MINIMAS 0.14M. INFORME: 1/4" 1/2" 5/8" 3/4" 3/8" .30 .30 .50 .50 .70 .90 .60 .80 .40 .40 .10 .15 .175 ESPECIFICACIONES TECNICAS CIMENTACION EMPALME HORIZONTAL ALIGERADO 2.5 cm. COLUMNAS 2.5 cm. VIGAS PERALTADAS 3.5 cm. VIGAS CHATAS Y ESCALERA 2.5 cm. ZAPATAS 7.5 cm. ACERO DE GRADO 60° RESISTENCIA fy=4200 kg/cm2. EN CIMIENTOS CORRIDOS f'c=100kg/cm2. CEMENTO HORMIGON 1:10+30% P.G.(6") EN SOBRECIMIENTOS f'c=100kg/cm2. CEMENTO HORMIGON 1:8+25% P.M.(6") ESTRIBOS 5 RECUBRIMIENTOS LIBRES EMPALMES Y DOBLECES CONCRETO SIMPLE CONCRETO ARMADO Z Y CONCRETO f'c=210 kg/cm2. d L/3 X Y Z X L/3 0.007 0.007 0.0005 0.0005 1.31 cm. R 0.15P | 0.15P 8.0 8.0 2.50 1.20 1.00 0.40 EJE Y EJE X R C S U Z DESPLAZ. MAXIMO DESPLAZ. RELATIVO ENTRE PISOS ULTIMO NIVEL P R Z U S C V= FUERZA RESISTENTE PARAMETROS PARA DETERMINAR SISMO RESISTENTE PORTICOS DE CONCRETO SISTEMA ESTRUCTURAL TERCER TRAMO 5 .175 5 5 5 5 5 5 5 5 5 5 d3/8"@.20 t=.17 d3/8"@.15 d3/8"@.20 d3/8"@.20 d3/8"@.20 d1/2"@.10 d3/8"@.20 SEGUNDO TRAMO 5 .175 5 5 5 5 5 5 5 d3/8"@.20 t=.17 d3/8"@.15 d3/8"@.20 VS03(.25x.40) d3/8"@.20 d3/8"@.20 d1/2"@.10 d3/8"@.20 DETALLE ESCALERA ESC: 1:25 VS.(.25x.20) ESC: 1:25 PLANTA CISTERNA 5 A 5 1d1/2" LOSA A 5 5 d3/8"@.25 d3/8"@.25 d3/8"@.25 INFERIOR LOSA 5 d3/8"@.25 SUPERIOR d3/8"@.25 d3/8"@.25 d3/8"@.25 d3/8"@.25 d3/8"@.25 ARRIBA Y ABAJO ESC: 1:25 CORTE A-A 5 5 5 d3/8"@.25 5 d3/8"@.25 IMPERMEABILIZAR CON MORTERO 1:2 con SIKA o SIMILAR 5 5 5 5 d3/8"@.25 d3/8"@.25 5 5 5 5 5 5 5 d3/8"@.25 d3/8"@.25 N.T.T.+.20 5 5 5 5 5 5 ESC: 1:25 CORTE 1-1 5 NFP.-.05 5 NFP. 5 d3/8"@.10 .125 5 5 5 5 5 VER EN PLANTA FALSA ZAPATA CORTE TIPICO CEMENTO:HORMIGON 1:10 ESC: 1:25 \fArial|b0|i0|c0|p34;\LCUADRO DE COLUMNAS PISO SOTANO SEMI SEGUNDO DISEÑO DESIGNACION 6d5/8" d3/8",3@.05,4@.10,R.@.20 C-1 P-1 5 5 C-2 d1/4",1@.05,4@.10,R.@.25 6d3/8" 4d3/4"+4d5/8" 3/8",3@.05,4@.10,R.@.20 5 5 PISO TECER 5 5 2 S/E. DETALLE DE COLUMNA 5 d3/8"@.10 NPT VIGA O LOSA EN ZAPATA VE(.25x.20) M3 M2 M3 M3 M3 M3 M3 M3 M3 M3 M1 VA (.15x.20) A1 A1 vigueta A3 13d1/2"@.14 13d1/2"@.14 5 5 Z-1 P-1 13d1/2"@.14 13d1/2"@.14 5 5 P-1 12d5/8"@.21 8d3/4"@.15 7d3/4"@.16 11d5/8"@.21 5 5 5 5 8d1/2"@.14 8d1/2"@.14 Z-2 Z-3 Z-4 Z-4 Z-4 Z-3 Z-2 Z-2 Z-2 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 5 5 5 5 5 5 5 5 5 5 5 5 3d1/2" 3d1/2" 4 2 CORTE 5-5 ESC: 1:25 3d1/2" 3d1/2" 5 5 5 1 d3/8",3@.05,3@.10,R@.20 d3/8",3@.05,3@.10,R@.20 1d1/2" 5 5 5 5 VS03-103-203 (.25x.40) 5 5 5 5 3d3/4" D G CORTE 3-3 ESC: 1:25 4d3/4" 3d3/4" 5 5 5 I d3/8",3@.05,3@.10,4@.15,R@.25 5 2d3/4" d3/8",3@.05,3@.10,R@.25 2d3/4" 5 5 3 3 VS02 (.25x.60) 5 5 3d3/4" 5 5 5 5 1d3/4" 5 d3/8",3@.05,3@.10,4@.15,R@.25 5 5 5 5 3d3/4" 5 4 4 CORTE 4-4 ESC: 1:25 5d3/4" 4d1/2" 5 5 A C L 5 5 5 5 3d3/4" D H 5 I d3/8",3@.05,3@.10,4@.15,R@.25 5 2d3/4" d3/8",3@.05,3@.10,R@.25 2d3/4" 5 5 3 3 V102-202 (.25x.60) 5 5 3d3/4" 5 5 5 5 1d3/4" d3/8",3@.05,3@.10,4@.15,R@.25 5 5 5 5 3d3/4" 5 4 4 A C L .30 .25 .20 IGUAL PERALTE UNION LONGITUDINAL VIGA MAYOR ARMADURA DE 5 5 ARMADURA DE X 5/8" 1/2" 3/8" d X X PLANTA X d MAYOR ARMADURA DE PLANTA X ARMADURA DE VIGA MAYOR DISTINTO PERALTE 5 5 DE VIGAS TIPICAS d MENOR 5 5 1d1/2" 2d1/2" d8mm,1@.05,R@.10 7 7 15cm 8cm 12cm .10 d3/8" dindicado Estribo 45° .07 d1/4" D especifica L lo que se 4 2 3 1/2" 1/4" 3/8" a 45° a O r r placa o viga. ddelaColumna Detalle 1 Longitud de Gancho de Estribo DETALLE 1 5 5 5 5 2d5/8" D G 5 I d3/8",3@.05,3@.10,4@.15,R@.25 2d5/8" d3/8",3@.05,3@.10,R@.25 2d3/4" 5 5 5 5 V101-201 (.25x.40) 5 5 3d3/4" 5 5 5 5 2d5/8" d3/8",3@.05,3@.10,4@.15,R@.25 5 5 5 5 2d5/8" 5 6 6 A C L 5 5 2d1/2" d1/4",@.05 5 5 2d3/4" 2d5/8" CORTE 5-5 ESC: 1:25 2d5/8" 2d5/8" 5 5 CORTE 6-6 ESC: 1:25 2d5/8" 4d5/8" 5 5 2d3/4" 3d3/4" 2d3/4" 5 5 5 5 2d5/8" D G 5 I d3/8",3@.05,3@.10,4@.15,R@.25 2d5/8" d3/8",3@.05,3@.10,R@.25 2d3/4" 5 5 1 1 VS01 (.25x.40) 5 5 3d3/4" 5 5 5 5 2d5/8" d3/8",3@.05,3@.10,4@.15,R@.25 5 5 5 5 2d5/8" 5 2 2 A C L 2d5/8" CORTE 1-1 ESC: 1:25 2d5/8" 2d5/8" 5 5 CORTE 2-2 ESC: 1:25 2d5/8" 4d5/8" 5 5 2d3/4" 3d3/4" 5 2d3/4" 2d1/2" 5 5 1d1/2" CORTE 7-7 ESC: 1:25 3d1/2" 3d1/2" 5 5 5 5 d1/4",1@.05, 3@.10,R@.20 VA(.15x.40) ESC: 1:25 2d1/2" 2d1/2" 5 5 d1/4",1@.05, 3@.10,R@.20 VA(.15x.20) ESC: 1:25 5 VA (.15x.20) 8 viguetas 11 viguetas 6 viguetas 6 viguetas A1 A4 A4 1d3/8" 1d3/8" 1d3/8" 1d3/8" VA (.15x.20) VA (.15x.20) PISO PRIMER 6d5/8" d3/8",3@.05,4@.10,R.@.20 6d5/8" d3/8",3@.05,4@.10,R.@.20 6d5/8" d3/8",3@.05,4@.10,R.@.20 4d5/8" 4d3/4"+4d5/8" 3/8",3@.05,4@.10,R.@.20 2 4d3/4"+4d5/8" 3/8",3@.05,4@.10,R.@.20 2 4d3/4"+4d5/8" 3/8",3@.05,4@.10,R.@.20 2 <> 5 5 5 .175 5 5 5 t=.17 d3/8"@.25 d3/8"@.25 d3/8"@.15 PRIMER TRAMO d3/8"@.25 d3/8"@.25 5 3 4 5 6 7 ESTACIONAMIENTO NFP. -1.25 d3/8"@.25 d1/4",1@.05,4@.10,R.@.25 6d3/8" d1/4",1@.05,4@.10,R.@.25 6d3/8" 5 5 5 5 <> (TIP.) 5 .30 (TIP.) 5 5 5 d3/8"@.25 IMPERMIABILIZAR EN CISTERNA CON SIKA 1 O SIMILAR 5 5 5 5 C I S T E R N A d3/8"@.25 M2 ESC.: 1:25 dLOSA 5 .70 5 d3/8"@.30 5 5 <> (TIP.) 5 d3/8"@.25 5 5 d3/8"@.25 M 3 ESC.: 1:25 5 <> (TIP.) DE MUROS 1:25 ESQUINA ENCUENTRO <> (TIP.) DETALLE ENCUENTRO CISTERNA VOL.=4.00m3. 5 5 5 5 5 5 LOSA e=15 cm MALLA d3/8"@.25 ABAJO Y ARRIBA VIVIENDA MULTIFAMILIAR M2 M2 M2 Z-4 5 1d1/2" ARRIBA Y ABAJO NFC. -1.40 NOTA: NO EMPALMAR MAS DEL 50% DE ACERO EN LA MISMA SECCION 5 A D G I 1 2 4 A D G I 1 2 4 5 5 5 5 CIMENTACION DE ESCALERA M1 ESC.: 1:25 Y CUARTO TRAMO Y QUINTO TRAMO RAMPA JARDIN NTN. ±0.00 M4 M4 1 1 d1/4",1@.05,4@.10,R.@.25 6d3/8" NPT. - 1.50 5 5 5 5 d3/8"@.30 5 M4 ESC.: 1:25 5 ANCLADAS AL CIMIENTO COLUMNAS DE AMARRE 5 1:8+25%P.M.(3") 1:10+30%P.G.(6") cemento-hormigon cemento-hormigon 5 5 CIMIENTO f"m=45 kg/cm2 mortero P1(1:4) ladrillo IV SOBRECIMIENTO DEJAR 2 ALAMBRES N°8 CADA 3 HILADAS ALBAÑILERIA CIMENTACION ESCALA: 1:50 LOSA e=20 cm MALLA d3/8"@.25 ABAJO Y ARRIBA LOSA MACIZA ESPESOR 0.20m. LOSA MACIZA ESPESOR 0.20m. JUNTA SISMICA ESPESOR 3 cm. JUNTA SISMICA ESPESOR 3 cm. RAMPA RAMPA 5 5 Z-1 5 5 DESP. RELATIVO MAXIMO ADMISIBLE SE CALZARA LA CIMENTACION NOTA IMPORTANTE DE LOS VECINOS HASTA EL NIVEL DE LA CIMENTACION DEL EDIFICIO 5 5 5 5 VA (.15x.20) LOSA e=20 cm MALLA d3/8"@.25 ABAJO Y ARRIBA 5 5 2d3/8" .20 <> d1/4"@.15 V.B.(.10x.20) ESCALA 1:25 VB (.10x.20) VB (.10x.20) VB (.10x.20) VB (.10x.20) 5 5 NACE C2 NACE C2 NACE C2 NACE C2 NACE C2 NACE C2 NACE C2 NACE C2 NACE C2 NACE C2 NACE C2 NACE C2 NACE C2 NACE C2 NACE C2

Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features	Garden / Park, Parking
Tags	autocad, base, block, DWG, FOUNDATION, foundations, fundament, home, map, structure