Foundation Housing DWG Block for AutoCAD

Foundation Housing DWG Block for AutoCAD

Run fffoundation and footings for a 2-level home in the city of Lima – Peru

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

foundation, responsible nando chang, concrete cycle, foundation, concrete cycle, overcoming, large stone, medium stone, toothed walls, fill concrete between, rest according to picture, mesh, Typical walls cistern cistern. of bombs, overhead, typical foundation, sole, n.f.p., n.p.t., n.f.p., for the layout of the foundation, check with architecture, see detail, coatings, masonry, general specifications, note for stroke check with architecture, slabs, national building regulations including, indicated, fc, aci, solid brick, technical building standards, regulations, overloads, ground, mortar, lightened flat beams, shoes, steel, maximum displacement, relative between floors, last level, maximum displacement, Static analysis, concrete, sgs., sgs., prevailing period of soil vibration sgs., soil type factor, admissible wt pressure, penetrating the firm stratum., depth of foundation, supporting layer of the foundation sand loam, foundation type foundation, earthquake effects, foundation design parameters, axes, seismoresistant design, settings, structural system, structural walls, foundation conditions, fc, concrete cycle, higher, concrete walls, see detail, higher, columns cm., columns beams, detail, in running foundation, Lenght of, detail of splicing on columns plates, floor level, cross-sectional reinforcement, floor level, inside, rest according to picture, perimetric, rest according to picture, cm., in columns boards beams, bending detail of stirrups, specified, beam column, column auction, perimetric, rest according to picture, inside, rest according to picture, ing. hernan lopez a. cip, fc, concrete, note the axis is perpendicular the facade, see detail, placement of stirrups, Wall, Wall, nuclei, mesh, core, mesh, mesh, core, the nucleus of the, anchors in the wall of the, walls, typical foundation, fence, cut, indicated, mesh, indicated, fc, indicated, cut, axis, n.f.p., note indicates widening of foundation, niv, slab, cistern cover cto. of bombs, plotting, Red, yellow, green, blue, magenta, cyan, sheet, niv, lower foundation, mesh, sole, mesh, sole, mesh, tank, cto. of bombs, monolithic, the foundation, in columns, in plates, in trega foundation beams, esc., double-height columns will confine the knots with, rest according to picture

Raw text data extracted from CAD file:

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DE BOMBAS d1/4"@.30 Wt = 1 kg/cm.2 0.1029679444399392 0.3970320555600608 0.5999999999999943 5 0.5 5 d SOBRECIENTO 0.1999999999999886 0.1500000000000625 0.1500000000000057 CIMIENTO CORRIDO TIPICO N.T.N=±0.00 .075 SOLADO 4d3/8" (D=6" MAXIMA) N.F.P. = + 0.10 N.P.T. = + 0.15 2 1 P7 P7 M1 P5 M2 P3 P1 P2 P1 P5 P2 P3 P4 P4 P1 P3 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P2 P1 P1 4 6 7 9 10 A B E G i 11 A C D E F G H i 3 1 5 6 8 9 10 11 P1 P1 Pc Pc Pc P11 P10 P9 P9 P9 Pc Pc Pc Pc Pc Pc Pd Pc Pc Pc Pc Pc Pd Pc Pc Pc Pc Pc Pc Pc Pd Pc Pc H N.F.P. = + 0.10 C I M E N T A C I O N PARA EL TRAZO DE LA CIMENTACION VERIFICAR CON ARQUITECTURA 6.249999999883585 1.100000000209548 3.149999999906839 1.475000000741474 2.599999999270196 3.724999999802094 2.000000000116415 10.38533061586151 3.549669384008126 4.975000000046563 3.299999999813735 3.800000000977889 1.549999999348067 2.000000000000007 5.449999999953434 5.049999999813721 4.075000000244486 3.724999999802094 2.000000000116415 11.06000000005589 2.874999999813717 4.975000000046563 4.600000000558801 2.50000000058207 1.549999998765998 2.000000000232824 1.200000000000003 1.199999999999989 C U A D R O D E C O L U M N A S .15x.35 4 d1/2" P1 P2 P4 P3 P5 P7 P6 P8 P9 P10 P11 d1/4" @.15 .15x.40 4 d5/8" d3/8" @.15 .15x.80 8 d1/2" .25x.80 8 d5/8" VER DETALLE d3/8" @.25 4 4d5/8" d3/8" @.25 .15x1.00 d1/4" @.15 2 1 U RECUBRIMIENTOS ALBAÑILERIA ESPECIFICACIONES GENERALES NOTA .- PARA EL TRAZO VERIFICAR CON ARQUITECTURA LOSAS , ESCALERA = 2cm. REGLAMENTO NACIONAL DE CONSTRUCCIONES QUE INCLUYE S/C INDICADAS fy 4,200 kg/cm2. f'c 210 kg/cm2. wt 1 kg/cm2. E-020,E-030,E-050,E-060,E-070 y ACI 318-95 PORTANTES : LADRILLO MACIZO (TIPO IV)-f'm =45 Kg/cm2. LAS NORMAS TECNICAS DE EDIFICACION REGLAMENTOS SOBRECARGAS TERRENO MORTERO : CEMENTO-ARENA 1:4 (f'c= 100kg/cm2.) ALIGERADO , VIGAS CHATAS ZAPATAS ACERO = 8cm. = 2cm. MAXIMO DESPLAZAMIENTO RELATIVO ENTRE PISOS ULTIMO NIVEL c)._ DESPLAZAMIENTO MAXIMO T C ANALISIS ESTATICO R S Tp CONCRETO 0.003 1.55cms. 0.1 sgs. 2.5 6 0.6 sgs. 1.2 Tp= PERIODO PREDOMINANTE DE VIBRACION DEL SUELO = 0.4 sgs. S= FACTOR DE SUELO = 1.2 (PERFIL TIPO S2) PRESION ADMISIBLE Wt = 1Kg/cm2.(VERIFICADO POR EL NATURAL, PENETRANDO 20cm. (MINIMO) EN EL ESTRATO FIRME. PROFUNDIDAD DE CIMENTACION : 1.00 m (MINIMO) DEL TERRENO ESTRATO DE APOYO DE LA CIMENTACION : ARENA - LIMOSO TIPO DE CIMENTACION : CIMIENTOS CORRIDOS EFECTOS DE SISMO PARAMETROS DE DISEÑO DE LA CIMENTACION EJES (X) e (Y) DISEÑO SISMORESISTENTE Z b)._ PARAMETROS : a)._ SISTEMA ESTRUCTURAL : 0.4 MUROS ESTRUCTURALES (IRREGULAR) CONDICIONES DE CIMENTACION f'c 100 kg/cm2. CONCRETO CICLOPEO 6d d MAYOR d MAYOR MUROS DE CONCRETO = 4cm. d3/8" @.15 2 .15x.50 6 d5/8" d3/8" @.15 2 d3/8" @.25 14d5/8" d3/8" @.25 4 12 d5/8" .15x.60 d1/4" @.15 4 d5/8"+ d1/4" @.25 VER DETALLE d1/4" @.25 Pc 8d d MAYOR d MAYOR COLUMNAS e= 15 cm. = 3cm. V 0.26 p COLUMNAS Y VIGAS PERALTADAS = 4cm. Pd DETALLE ENCUENTRO d HORIZONTAL EN CIMIENTO CORRIDO 0.2999999999999972 0.2999999999999545 (PLANTA) LONGITUD DE EMPALMES(l) DETALLE DE EMPALME EN COLUMNAS Y PLACAS .50 3/8" .50 1/2" .60 5/8" .70 3/4" 5 5 5 5 NIVEL PISO 5 REFUERZO TRANSVERSAL DE COLUMNAS NIVEL PISO INTERIOR 6 @ .10 5 6 @.10 5 5 RESTO SEGUN CUADRO 5 5 5 PERIMETRICO RESTO SEGUN CUADRO 6 @.10 d 45° 45° a 3 cm. 2 cm. r EN COLUMNAS , PLACAS Y VIGAS DETALLE DE DOBLADO DE ESTRIBOS 3/8" 1/4" ESPECIFICADO 10cm. 7.5cm. a 5 r (REFERENCIAL) d DE COLUMNA O VIGA REMATE DE COLUMNAS 5 PERIMETRICO @.15 @.15 RESTO SEGUN CUADRO INTERIOR 6@.10 5 RESTO SEGUN CUADRO 6 @ .10 5 5 5 .90 1" ING.ºHERNAN LOPEZ A. - CIP 1509 f'c 175 kg/cm2. CONCRETO NOTA .- EL EJE (X) ES PERPENDICULAR A LA FACHADA 2 VER DETALLE .25x.25 6d1/2" d1/4" @.15 .15x.60 2 2d1/2" 2 4 d5/8"+ 4d1/2" 4d3/8" .15x.30 6d3/8" 2 4d 0.7999999999999972 5 0.25 0.2500000000000142 0.7999999999999972 5 0.25 0.4999999999999929 COLOCACION DE d Y ESTRIBOS P7 P6 0.7999999999999972 5 0.25 MURO M-1 d3/8"@.25 6d5/8" 0.2953825352398098 0.2999999999999901 0.1499999999999915 0.1499999999999986 Pd 6d5/8" 4d5/8" d3/8"@.25 2d3/8"@.25 0.9953825352398127 0.79999999999999 0.1499999999999915 0.1499999999999986 2d1/2" 2d1/2" 2d3/8"@.25 d3/8"@.15 2d3/8"@.25 MURO M-2 7 G 6 N1 N4* N2 N2 N2 0.2500000000232774 4.000000000232831 0.1500000000116444 0.9000000000000199 N4* 0.1499999999068677 3.299999999813735 0.150000000372529 2.75 0.1499999999068677 0.5000000000465548 NUCLEOS N-3,N4 2 3/8"d@.20 6d5/8" 0.1499999999999915 0.0500000000000114 0.2499999999999858 0.2499999999999858 MALLA d3/8"@.20 0.1499999999999204 0.5031268025569062 0.2044290116164191 0.20487770692624 0.4996056408441234 0.2004177073162055 0.1999999999999886 0.1999999999999886 NUCLEO N-2 MALLA d3/8"@.20 MALLA d3/8"@.20 0.1499999999999915 MALLA d3/8"@.20 0.4999999999999929 NUCLEO N-1 2 3/8"d@.20 6d5/8" 0.1999999999999957 0.1999999999999957 *NOTA.- LOS d DEL NUCLEO N-4 DEL 2ºPISO ANCLAN .70 VERTICAL EN EL MURO DEL 1ºPISO MUROS M-3 (PLANTA)-ESC.:1/50 N.F.P=+.10 5 0.1499999999999346 CIMIENTO CORRIDO TIPICO N.T.N=±0.00 Wt = 1 kg/cm.2 0.1029679444399392 0.3970320555600608 0.5999999999999979 5 N.F.P=+.10 0.1499999999999346 CIMIENTO CORRIDO CERCO N.T.N=±0.00 0.5 5 d1/4"1@.30 Wt = 1 kg/cm.2 0.1029679444399392 0.3970320555600608 0.5999999999999943 5 4d1/2" N.F.P=+.10 0.2499999999999716 CORTE -X N.T.N=±0.00 5 Wt = 1 kg/cm.2 0.1029679444399392 0.3970320555600608 0.5999999999999943 5 N.F.P=+.10 0.1500000000000057 N.T.N=±0.00 INDICADO MALLA d3/8"@.20 0.4999999999999929 0.1499999999999986 0.1499999999999915 Wt = 1 kg/cm.2 0.1029679444399392 0.3970320555600608 0.5999999999999943 5 N.F.P=+.10 N.T.N=±0.00 INDICADO 3d5/8" 3d5/8" 2d3/8" f'c = 175 kg/cm2. Wt = 1 kg/cm.2 0.1029679444399392 0.3970320555600608 0.5999999999999943 5 N.F.P=+.10 N.T.N=±0.00 INDICADO d3/8":4@.10,R@.25 2d5/8" 2d5/8" 2d3/8" f'c=175 kg/cm2. 0.1500000000000057 0.25 CORTE -A CORTE -B CORTE -C d3/8":4@.10,R@.25 0.2999999999999545 0.2999999999999545 \A1;NOTA 1 \A1;NOTA 1 \A1;NOTA 1 \A1;NOTA 1 \A1;NOTA 1 \A1;NOTA 1 \A1;NOTA 1 A A A C B 1.400000000000034 5 1.40000000000002 0.3999999999068677 1.199999999999996 1.199999999999989 1.900000000000006 1.349999999999987 1.050000000000011 0.4000000000249102 1.59999999999998 0.4000000003690332 0.800000000000054 1.199999999999989 0.4000000000000199 5 1.45 0.4000000000000057 0.4000000000233115 5 0.6999999998443656 0.5000000000232632 0.5 5 0.5000000002328164 1.000000000000014 1.5 2.999999999767155 3.0 2.560000000288724 0.4999999999068763 0.3000000000000114 3.553333333321703 5 3.296666666655028 3.296666666655014 3.296666666655028 3.553333333705979 2.76000000014902 3.0 3.0 3.0 2.999999999999993 3.149999999999991 0.0999999998603087 0.6000000000931323 0.2999999998137355 1.799999999580905 0.3000000000465661 0.6000000010244477 6.949999999487787 0.9999999999999929 0.4000000000000057 0.4999999999999858 3.549999999999997 3.299999999999997 3.299999999999997 3.299999999999997 3.299999999999997 3.549999999930165 0.6000000000232859 1.00 5 .50 5 0.4000000002060915 0.5000000000232347 0.3999999998610093 0.4000000011978457 0.4000000001511452 .50 .50 0.4000000002412349 0.5000000000232205 1.199999999999989 0.7999999999999972 0.5000000008381846 1.500000000139693 1.825000000186272 5 5 0.0999999999999943 .40 3.25 3.25 3.25 3.25 3.250000000000007 2.249999999999986 0.6999999998914745 0.2500000004360885 0.3999999999999986 0.4999999998728555 0.4000000001856066 0.4999999999999929 (INDICADO EN CIMENTACION) = = = = = = = EJE X EJE Y 1.08cms. 0.002 .25 .25 .05 d3/8"@.25 .25 .25 1.65 .15 2d1/2" (D=3" MAXIMA) 5 .60 N.F.P. = + 0.10 N.F.P. = + 0.10 5 5 5 5 NOTA 1.- INDICA ENSANCHE DE CIMIENTO 5 P2 5 5 5 5 5 .65 .65 X X X X 5 5 2.40 5 NIV.. = -2.05 NIV.=-2.05 5 2.40 5 d3/8"@.20 d3/8"@.20 LOSA h=.15 TAPA CISTERNA Y CTO. DE BOMBAS ESC.:1/25 S/C:300 Kg/m2. N1 N2 N2 N3 PLOTEO E O C O L R S 0.6 ROJO 0.2 AMARILLO VERDE 0.15 AZUL 0.3 0.2 7 0.4 8 MAGENTA 0.1 CYAN 0.2 0.1 9 0.2 40 10 0.6 0.2 70 160 0.3 252 PEN252 0.1 182 0.4 1/50 LAMINA 1.20 X .85 130 0.15 44 0.2 .05 .05 2.50 5 1.50 .20 5 2.50 .20 2d1/2" 2d1/2" 5 d3/8"@.20 d3/8"@.20 2d1/2" .40 5 5 5 \U+22053/8"@.30 2\U+2205 3/8"@.30 NIV.. = -2.05 5 5 5 5 5 Bajar Cimentación hasta -2.05 N.C.=-2.55 .20 5 5 1.70 5 5 .15 .35 5 MALLA \U+2205 3/8"@.25 5 5 5 NIV.-.20 .075 SOLADO NIV.=-2.05 .05 .05 \U+22053/8"@.30 5 5 MALLA \U+2205 3/8"@.25 5 5 NIV.-.20 SOLADO .05 \U+22053/8"@.30 2\U+2205 3/8"@.30 .30 .30 .60 MALLA \U+2205 3/8"@.25 .05 5 N.C.=-2.55 N.C.=-2.55 5 .40 CISTERNA CTO. DE BOMBAS .25 .50 .05 .15 NOTA.- LLENAR MONOLITICAMENTE LA CIMENTACION 5 5 5 EN COLUMNAS EN PLACAS .60 EN TREGA VIGAS DE CIMENTACION ESC. 1/50 P1 P1 P6 P3 P3 .15 .075 .50 .20 2 3/8"d@.20 6d5/8" NOTA.- EN COLUMNAS DE DOBLE ALTURA SE CONFINARAN LOS NUDOS CON 10 @.10 6@.10 RESTO SEGUN CUADRO RESTO SEGUN CUADRO

Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
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File Type	dwg
Materials	Concrete, Masonry, Steel
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Tags	autocad, base, block, city, DWG, footings, FOUNDATION, foundations, fundament, home, Housing, Level, lima, PERU, run