Trade – Housing Bifamiliar – Foundation Plan DWG Plan for AutoCAD

Trade – Housing Bifamiliar – Foundation Plan DWG Plan for AutoCAD

Trade – Housing Bifamiliar – Foundation plan – Plant Foundations – Details Foundations – Detail Staircase – Armor Details

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

free, shoe box, prov .:, dpto., review:, drawing:, date:, scale:, structures, foundation, draft:, specialty:, description:, professional:, Location:, district:, owner:, lime, sheet:, lime, April, Deposit, n.f.p, s.u.m., s.h., foundation, esc., terrace, ladder foundation is born, cistern n.t.cist. n.f.cist., seismic separation joint cm., zone disturbed by excavation footwear foundation to n.f.c., mesh, cut tank detail, esc., concrete, mesh, n.f.cist., mesh, n.f.c., mesh, n.f.p., from Marco, mesh, n.f.p., cut, esc., n.f.c., n.t.n., seismic separation joint cm., n.f.p., cut, esc., n.f.p., n.f.c., n.f.p., n.j., cut, esc., n.f.c., n.t.n., seismic separation joint cm., n.f.c., esc., cut, n.f.p., but pg, indicated in the lightened planes, Technical specifications, minimum anchorage lengths overlapping of reinforcement, kg, min., standard lime sand, min: cm, max cm, all the shoes have concrete f’c, the level of foundation will be saved unless indicated in plan., for the foundation line see the architectural plans., technical building standards, the broken walls are bearers of brick, type iv of voids with percentage of voids, the non-load bearing walls will raise their total height, after the decoupling of the roof with tambourine brick., construction design specifications, characteristics of confined masonry, brick unit type iv, foundation note, of volume, not exceed the, if you have alveoli these, maximum of empty, thickness of mortar joints, mortar, minimal thickness, carrying capacity, national building regulations, design standards earthquake resistant, observations, ground, stairs, anchorage, overlaps, real estate, lightened stairs, floor, steel fy reinforcement, columns beams, concrete f’c, overloads, reinforced concrete, coatings, shoes, floor, flat beams, concrete foundations concrete cycle, concrete cycle, stirrups, according to picture, of columns, typical joints of beams with columns, esc., of columns, according to picture, of columns, according to picture, of columns, according to picture, of columns, according to picture, length of overlap see lam., n.f.c., n.f.p., tecnopor, poor concrete screed, cut, esc., building weight, seismoresistant parameters, zusc, techniques, n.f.p., n.f.c., n.t.n., subgrade: cyclopean concrete c: h p.g., quantity, stirrups, steel, dimension, kind, unid., unid., unid., unid., unid., confinement both extremes, confinement both extremes, column table, confinement both extremes, confinement both extremes, confinement both extremes, rec. free, shoe net, according to picture, shoe, according to column table, typical detail of zapata, according to shoe box, esc., stirrups of izage, n.f.p., poor concrete screed, n.f., n.f.p., beam column, covering, bending detail of stirrups, beam column, esc., typical joints of beams with columns, of columns, rest, according to picture, of columns, according to picture, esc., dimension, shoe box, kind, unid., grill, unid., quantity, confinement both extremes, unid., n.f.c., n.f.p., staircase detail, n.f.p., esc., beam, detail of ladder ii iv section, solid slab, esc., of the first tranche, detail of scale

Raw text data extracted from CAD file:

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LIBRE 0.075 \A1;A \A1;B \A1;0.30 \A1;SEGUN CUADRO DE ZAPATAS \A1;A x B \A1;0.60 \A1;0.075 \A1;0.10 \A1;0.32 \A1;0.075 \A1;0.40 \A1;0.10 \A1;0.075 \A1;1.30 \A1;1.50 \A1;1.50 \A1;1.70 \A1;1.50 \A1;1.70 \A1;1.00 \A1;1.20 \A1;1.50 \A1;1.50 \A1;1.00 \A1;1.20 \A1;1.50 \A1;1.70 \A1;1.70 \A1;1.50 \A1;1.50 \A1;1.30 \A1;1.20 \A1;1.00 \A1;1.20 \A1;1.00 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;1.00 \A1;1.20 \A1;0.30 \A1;0.45 \A1;0.30 \A1;0.40 \A1;0.25 \A1;0.25 \A1;0.15 \A1;0.25 \A1;0.50 \A1;0.80 \A1;0.10 \A1;0.50 \A1;0.15 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.172 \A1;0.20 \A1;1.70 \A1;1.70 \A1;0.25 \A1;0.15 \A1;0.178 \A1;0.25 \A1;0.15 \A1;0.25 \A1;0.15 \A1;0.15 \A1;0.25 \A1;0.20 \A1;0.25 \A1;0.25 \A1;0.15 \A1;0.178 \A1;0.15 \A1;0.15 \A1;0.25 \A1;0.25 PROV.: DPTO. REVISION: DIBUJO: FECHA: ESCALA: ESTRUCTURAS CIMENTACION PROYECTO: ESPECIALIDAD: DESCRIPCION: PROFESIONAL: UBICACION: DISTRITO: PROPIETARIO: E-01 1 DE 2 LIMA 1 : 50, 1:25 LAMINA: LIMA ABRIL 2003 DEPOSITO N.F.P - 0.05 S.U.M. S.H. S.H. CIMENTACION ESC. 1 / 50 TERRAZA 5 5 5 5 5 5 5 5 1 A B C 8 7 6 5 4 3 2 1 B' A C 1 3 2 5 4 6 7 8 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 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 5 5 5 5 5 5 P6 3 3 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 5 5 4 4 4 4 1 1 NACE CIMENTACION DE ESCALERA 5 5 5 5 5 5 4 4 5 5 CISTERNA N.T.Cist. - 0.30 N.F.Cist. - 2.40 Junta de separacion sismica E=3.5 Cm. Junta de separacion sismica E=3.5 Cm. Junta de separacion sismica E=3.5 Cm. ZONA DISTURBADA POR EXCAVACION CALZAR CIMIENTO HASTA N.F.C. - 3.00 ZONA DISTURBADA POR EXCAVACION CALZAR CIMIENTO HASTA N.F.C. - 3.00 X X 5 5 MALLA Ø 3/8" @ 0.20 CORTE X - X : DETALLE DE CISTERNA ESC. 1/25 CONCRETO f'c=175Kg/Cm2 5 5 5 2 d 3/8" (MONTAJE) 5 MALLA Ø 3/8" @ 0.20 MALLA Ø 3/8" @ 0.20 MALLA Ø 3/8" @ 0.20 N.F.Cist. - 2.40 2 d 3/8" (MONTAJE) 5 MALLA Ø 3/8" @ 0.20 N.F.C. - 3.00 MALLA Ø 3/8" @ 0.20 MALLA Ø 3/8" @ 0.20 N.F.P. - 0.05 Ø 3/8" 1 Ø 1/2" DE MARCO MALLA Ø 3/8" @ 0.20 Ø 3/8" N.F.P. - 0.30 5 5 5 5 5 5 5 5 5 5 CORTE 2 - 2 ESC. 1/25 N.F.C. - 1.00 N.T.N. ± 0.00 Junta de separacion sismica e=3.5 cm. N.F.P. - 0.05 5 5 CORTE 1 - 1 ESC. 1/25 N.F.P. - 0.05 N.F.C. - 1.00 5 5 5 5 N.F.P. -0.05 5 N.J. - 0.05 CORTE 3 - 3 5 ESC. 1/25 N.F.C. - 1.00 N.T.N. ± 0.00 Junta de separacion sismica e=3.5 cm. 5 5 5 5 5 5 5 5 N.F.C. - 1.00 ESC. 1/25 CORTE 4 - 4 5 N.F.P. - 0.05 (CEMENTO-HORMIGON MAS 30% PG (6"max.) (CEMENTO-HORMIGON MAS 25% PG (3"max.) S/C : INDICADA EN LOS PLANOS DE ALIGERADOS ESPECIFICACIONES TECNICAS LONGITUDES MINIMAS DE ANCLAJE Y TRASLAPE DE ARMADURAS : 25 % :f'm 45 Kg / Cm2 : e min. = 0.14m , 0.24m : 1:1:4 (CEMENTO : CAL NORMALIZADA : ARENA ) : e min: =0.9 Cm : e max : =1.5 Cm 1) - TODAS LAS ZAPATAS TIENEN H = 0.60 ; CONCRETO f'c = 175 Kg/m2. 2) - EL NIVEL DE CIMENTACION SERA = 1.00; SALVO ESTE INDICADO EN PLANTA. 3) - PARA EL TRAZO DE CIMENTACION VER LOS PLANOS DE ARQUITECTURA. NORMAS TECNICAS DE EDIFICACION E-020, E-030, E-050, E-060, E070 LOS MUROS ACHURADOS SON PORTANTES Y SERAN DE LADRILLO TIPO IV , DE 18 HUECOS , CON PORCENTAJE DE VACIOS < 25% . LOS MUROS NO PORTANTES SE LEVANTARAN A SU ALTURA TOTAL DESPUES DEL DESENCOFRADO DEL TECHO , CON LADRILLO PANDERETA. ESPECIFICACIONES DE DISEÑO Y CONSTRUCCION : CARACTERISTICAS DE LA ALBAÑILERIA CONFINADA : UNIDAD ( LADRILLO TIPO IV ) NOTA : CIMENTACION : del Volumen no excederan el 25% Si tiene Alveolos estos % MAXIMO DE VACIOS ESPESOR DE JUNTAS DE MORTERO MORTERO P1-C ESPESOR MINIMO 14 CAPACIDAD PORTANTE : 1.50 Kg/cm2 REGLAMENTO NACIONAL DE CONSTRUCCIONES NORMAS DE DISEÑO SISMO RESISTENTE OBSERVACIONES : TERRENO ESCALERA 0.55 3/8" 0.45 0.50 0.60 0.70 1/2" 5/8" 3/4" 0.60 0.75 0.80 ANCLAJE 0.45 Ø 1/4" TRASLAPES 0.55 SOBRECIMIENTOS : CONCRETO CICLOPEO 1:8 ESCALERAS Y ALIGERADOS 1°, 2°, 3° Y 4° PISO ACERO REFUERZO : fy = 4200 Kg/cm2 VIGAS PERALTADAS Y COLUMNAS CONCRETO : f'c = 210Kg/cm2 SOBRECARGAS : CONCRETO ARMADO RECUBRIMIENTOS ZAPATAS 3° PISO VIGAS CHATAS CIMIENTOS CORRIDOS : CONCRETO CICLOPEO 1:10 CONCRETO CICLOPEO 9 24 0.15 45° Z ESTRIBOS (Z) : 200 Kg / m2 0.10 : 2 Cm : 7 Cm : 2.5 Cm : 200 Kg / m2 : 100 Kg / m2 : 4 Cm SEGUN CUADRO DE COLUMNAS UNIONES TIPICAS DE VIGAS CON COLUMNAS (INTERMEDIO) ESC. 1/25 S/2 .10 .10 .10 .10 .05 .10 S/2 S S d 3/8" @ 0.10 DE COLUMNAS SEGUN CUADRO SEGUN CUADRO DE COLUMNAS SEGUN CUADRO DE COLUMNAS S S S S .10 .10 .10 S/2 .10 .10 S/2 H/3 .10 .05 .10 .05 S S .10 .10 SEGUN CUADRO DE COLUMNAS DE COLUMNAS SEGUN CUADRO H/3 H/3 LONGITUD DE TRASLAPE Ø3/8" @ 0.15 VER LAM. E-02 .10 .10 .10 .05 .10 S 0.40(TIP.) d 3/8" @ 0.10 N.F.C. - 0.55 N.F.P. -0.05 TECNOPOR E=1" 5 SOLADO DE CONCRETO POBRE f'c=100 Kg/Cm2 CORTE 5 - 5 ESC. 1/25 5 5 4 Ø 5/8" Ø 3/8", 1@ 0.05, Rto.@ 0.20 5 VC 2.5 C = Dx Dh R = 10.00 (PORTICOS) P= PESO DE EDIF. 0.007 = V= PARAMETROS SISMORESISTENTES U = S = Z = R P ZUSC 1.0 1.2 0.40 (NORMAS TECNICAS E-030) N.F.P. - 0.05 N.F.C. - 1.00 N.T.N. ± 0.00 5 SUB CIMIENTO: CONCRETO CICLOPEO C:H 1:12 +30% P.G. CANTIDAD 1°PISO 2°PISO 3°PISO ESTRIBOS ACERO DIMENSION TIPO 6 Ø 1/2" Ø 1/4", 1@ 0.05, 4@ 0.10 Rto.@ 0.20 08 Unid. 2 Ø 1/2" Ø 3/8", 1@ 0.05, 5@ 0.10 Rto.@ 0.20 03 Unid. 6 Ø 5/8" Ø 3/8", 1@ 0.05, 6@ 0.10 Rto.@ 0.20 02 Unid. 04 Unid. 1 Ø 3/8", 1@ 0.05, 7@ 0.10 Rto.@ 0.20 4 Ø 3/4" + 2 Ø 5/8" 03 Unid. 6 Ø 5/8" Ø 1/4", 1@ 0.05, 3@ 0.10 Rto.@ 0.25 01 Unid. 6 Ø 1/2" + 2 Ø 3/8" 2 Ø 1/4", 1@ 0.05, 4@ 0.10 Rto.@ 0.20 confinamiento ambos extremos confinamiento ambos extremos C - 6 C - 3 confinamiento ambos extremos CUADRO DE COLUMNAS C - 2 confinamiento ambos extremos confinamiento ambos extremos C - 1 5 5 confinamiento ambos extremos confinamiento ambos extremos C - 4 5 5 5 confinamiento ambos extremos confinamiento ambos extremos 5 5 C - 5 5 5 5 REC. LIBRE 0.075 A MALLA DE ZAPATA B SEGUN CUADRO DE ZAPATAS SEGUN CUADRO DE COLUMNAS 5 DETALLE TIPICO DE ZAPATA SEGUN CUADRO DE ZAPATAS A x B 5 5 5 ESC. 1/25 5 5 5 5 ESTRIBOS DE IZAGE N.F.P. -0.05 SOLADO DE CONCRETO POBRE f'c=100 Kg/Cm2 5 N.F.Z. - 1.15 N.F.P. -0.05 d COLUMNA O VIGA RECUBRIMIENTO RECUBRIMIENTO DETALLE DE DOBLADO DE ESTRIBOS 3 Cm 2 Cm COLUMNA O VIGA ESC. 1/5 3/8" 1/4" d r a a 15 Cm 10 Cm r UNIONES TIPICAS DE VIGAS CON COLUMNAS (ESQUINA) .05 S DE COLUMNAS S S .10 .10 .10 .10 RESTO "S" SEGUN CUADRO DE COLUMNAS SEGUN CUADRO d 3/8" @ 0.10 0.40 (TIP.) ESC. 1/25 DIMENSION A x B CUADRO DE ZAPATAS Z-4 1.50 x 1.50 Z-2 Z-1 Z-3 1.30x 1.50 1.50 x 1.70 1.00 x 1.20 TIPO 01 Unid. 0.60 Ø 1/2 @ 0.18 Ø 1/2 @ 0.18 Ø 1/2 @ 0.18 Ø 1/2 @ 0.18 PARRILLA 0.60 0.60 0.60 06 Unid. 02 Unid. 04 Unid. H CANTIDAD Z-2 C-2 5 5 Z-1 C-1 5 5 5 5 Z-1 C-1 C-3 Z-3 5 5 C-4 Z-4 5 5 C-3 Z-3 Z-3 C-5 C-1 Z-1 5 5 5 5 V-C (.30x.40) V-C (.30x.40) V-C (.30x.40) C-1 Z-1 5 5 5 5 Z-2 C-2 C-6 C-6 C-6 5 5 Z-3 5 5 Z-3 C-4 C-4 C-3 Z-3 C-6 5 5 5 5 5 5 5 5 5 C-6 C-6 C-6 C-7 C-7 C-7 5 5 C-6 5 5 5 5 5 5 5 5 4 Ø 5/8" 5 5 confinamiento ambos extremos confinamiento ambos extremos 03 Unid. Ø 1/4", 1@ 0.05, 3@ 0.10 Rto.@ 0.25 4 Ø 3/8" 5 5 C - 7 5 N.F.C. - 0.95 N.F.P. + 0.10 DETALLE DE ESCALERA I - TRAMO 5 5 5 5 d1/2" @ 0.17 N.F.P. - 0.05 2 3 4 1 5 6 7 8 d3/8" @0.25 S/C = 200 Kg/m2 ESC. 1/25 5 d3/8" @0.25 5 d1/2" @0.20 5 15 16 17 14 0.172 18 5 9 10 11 12 13 d1/2" @ 0.17 d1/2" @ 0.17 5 5 VIGA (.30x.45) 5 DETALLE DE ESCALERA II Y IV - TRAMO LOSA MACIZA d3/8" @0.25 5 d1/2" @0.20 0.178 5 5 5 S/C = 200 Kg/m2 ESC. 1/25 d3/8" @0.25 d1/2" @0.20 5 5 5 DEL PRIMER TRAMO 5 5 DETALLE DE ESCALERA III Y V - TRAMO 5 5 0.178 ESC. 1/25 S/C = 200 Kg/m2 d3/8" @0.25 d1/2" @0.20 LOSA MACIZA d3/8" @0.25 d1/2" @0.20 5 5 39 5 5 DE COLUMNAS SEGUN CUADRO COLUMNA CON CIMIENTOS CORRIDOS DETALLE TIPICO DE ANCLAJE DE CADA 4 HILERAS 2 ALAMBRES N°8 N.F.P. -0.05 DE COLUMNAS SEGUN CUADRO S S .10 0.10 0.20 .10 .10 .10 .10 0.90 0.25 ESC. 1/25 S COMERCIO - VIV. BIFAMILIAR

Language	Spanish
Drawing Type	Plan
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, base, bifamiliar, DETAIL, details, DWG, footings, FOUNDATION, foundations, fundament, Housing, laying of foundations, plan, plant, trade