Multi-Family Housing–4 Levels, Semi Basement DWG Detail for AutoCAD

Multi-Family Housing–4 Levels, Semi Basement DWG Detail for AutoCAD

FOUNDATIONS AND CONSTRUCTION DETAILS

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

shoe box, free, free, of seismic separation, of variable retaining wall, free, of seismic separation, expansion joint ml., plant of, ramp foundation is born, arrival of ramp, n.f.z., born staircase foundation, n.t.cist. n.f.cist., tank, Deposit, garden, parking lot, semisotano, n.f.p., n.f.z., n.f.z., n.f.z., n.f.z., n.f.z., n.f.z., n.f.z., n.f.z., n.f.z., unite, shoe box, quantity, kind, dimension, grill, unite, rec. free, According to picture, of footings, shoe mesh, n.f.z., unite, esc, cutting income stair detail, poor concrete flooring, n.f.p., niv, Typical joints of beams with columns, cut, esc, tecnopor, poor concrete flooring, n.f.p., Typical joints of beams with columns, esc, rest, of columns, According to picture, of columns, According to picture, According to picture, for the foundation trace see the architectural plans., all the shoes have concrete f’c, esc, of columns, foundation note, after stripping the roof with brick tambourine., Characteristics of confined masonry, mortar, thickness of mortar joints, of columns, According to picture, minimal thickness, unity brick tambourine, standard sand lime, max cm, min: cm, f’m kg, min., construction design specifications, the non-bearing walls will rise their total height, technical building standards, observations, earthquake resistant design standards, According to picture, of columns, carrying capacity, National building regulations, ground, overlap length see lam., Minimum anchor lengths of reinforcement, overlaps, indicated in the lightened planes, According to picture, of columns, anchorage, According to picture, of columns, floor, stairs, overloads, semi floor, stirrups, concrete cyclopean, more pg, concrete f’c, of columns, flat beams, beams columns, shoes, lightened stairs, steel reinforcement fy, coatings, According to picture, reinforced concrete, concrete cyclopean, concrete foundations run cyclopean, Technical specifications, Folding detail of stirrups, Beam column, covering, esc, covering, Beam column, n.f.p., According to column chart, stirrups by izage, According to shoe box, typical shoe detail, esc, poor concrete flooring, n.f.z., cut, n.f.c., n.f.p., level, dxi, dhi, zusc, rxx, ryy, building weight, dyi, dhi, n.f.p., n.f.c., resistance the compression, f’b kg, cut, esc, tecnopor, poor concrete flooring, n.f.p., level, rec. free, earthquake resistant parameters, techniques, n.v., n.f.c., esc, n.t.n., cut retaining wall detail, esc, poor concrete flooring, n.f.p., projection of banked beam, n.l.a., n.f.c., rec. free, seismic separation board, n.f.p., n.f.c., n.p., n.f.c., affirmed, cut ramp detail, esc, shoe, drainage channel, mesh, concrete screed, concrete, mesh, mesh, mesh, cistern detail, esc, from Marco, n.f.p., n.f.c., shoe, n.f.z., poor concrete flooring, n.f.p., n.f.c., shoe, n.f.z., n.f.c., n.f.p., cut ramp detail, esc, n.p., affirmed, detail of retaining wall screen, vertical reinforcement, horizontal, false floor, vertical reinforcement, vertical, beam, esc, n.f.c., n.f.p., variable retaining wall screen, n.l.a., poor concrete flooring, neither., foundation of entrance staircase was born, cut, n.f.c., n.f.p., cut, quantity, unite, confinement both ends, dimension, confinement both ends, kind, confinement both ends, confinement both ends, steel stirrups, confinement both ends, unite, confinement both ends, unite, confinement both ends, unite, column box, n.p.t., go down in doors area, n.p.t., cut, esc, stirrups, quantity, steel, dimension, kind, plate box, vertical, extremes, unite, vertical, confine ends, vertical, extremes, vertical, confine ends, unite, vertical, confine ends, unite, unite, vertical, confine ends, unite, pl, vertical, confine ends, unite, unite, vertical, confine ends, n.t.n., cut retaining wall detail, esc, poor concrete flooring, n.f.p., n.f.c., rec. free, seismic separation board, n.f.z.

Raw text data extracted from CAD file:

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LIBRE 0.075 \A1;. \A1;0.15 \A1;JUNTA DE SEPARACION SISMICA E=7.5Cm \A1;0.40 \A1;0.20 \A1;1.50 \A1;0.50 \A1;0.80 \A1;0.15 Junta de Dilatacion 0.03 ml. Junta de Dilatacion 0.03 ml. Junta de Dilatacion 0.03 ml. PLANTA DE CIMENTACION-SEMISOTANO V-C1 (0.40 x 0.80) MC-1 (H = 2.45) MC-1 (H = 2.45) MC-1 (H = 2.45) MC-1 (H = 2.45) MC-1 (H = 2.45) MC-1 (H = 2.45) V-C2 (0.15 x 0.80) V-C1 (0.40 x 0.80) V-C1 (0.40 x 0.80) V-C1 (0.40 x 0.80) V-C1 (0.40 x 0.80) A A V-C1 (0.40 x 0.80) V-C1 (0.40 x 0.80) V-C2 (0.15 x 0.80) V-C2 (0.15 x 0.80) V-C2 (0.15 x 0.80) V-C1 (0.40 x 0.80) A A A A B B A A A A NACE CIMENTACION DE RAMPA 5 LLEGADA DE RAMPA 5 Y Y 5 5 N.F.Z. - 4.25 Z-1 C-1 C-2 C-3 C-4 C-4 5 5 Ø 5/8" @ 0.15 Ø 5/8" @ 0.15 5 5 Ø 5/8" @ 0.15 5 Ø 5/8" @ 0.15 Ø 5/8" @ 0.15 Ø 5/8" @ 0.15 Ø 3/4" @ 0.20 Ø 3/4" @ 0.20 5 5 5 Ø 5/8" @ 0.15 Ø 5/8" @ 0.15 Ø 5/8" @ 0.15 5 5 5 5 5 5 Ø 5/8" @ 0.15 Ø 5/8" @ 0.15 Ø 5/8" @ 0.15 Ø 5/8" @ 0.15 Ø 5/8" @ 0.15 5 Ø 5/8" @ 0.15 Ø 5/8" @ 0.15 5 5 5 Ø 5/8" @ 0.15 Ø 5/8" @ 0.15 5 5 Ø 5/8" @ 0.15 Ø 5/8" @ 0.15 NACE CIMENTACION DE ESCALERA NACE CIMENTACION DE ESCALERA 5 5 N.T.Cist. - 0.95 N.F.Cist. - 3.30 CISTERNA DEPOSITO JARDIN ESTACIONAMIENTO 01 SEMISOTANO N.F.P. - 0.95 N.F.P. - 0.95 N.F.P. - 0.95 N.F.P. - 0.95 N.F.P. - 0.95 A D B C1 5 2 1 1 2 3 4 5 4 5 3 7 1 1 7 1 A D C 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PL-1 PL-2 PL-4 PL-3 PL-5 PL-7 PL-6 N.F.Z. - 2.55 Z-1 N.F.Z. - 3.80 Z-1 N.F.Z. - 3.80 Z-2 N.F.Z. - 2.55 Z-3 N.F.Z. - 2.55 Z-4 N.F.Z. - 2.55 Z-5 N.F.Z. - 2.55 Z-6 N.F.Z. - 2.55 Z-7 N.F.Z. - 2.55 Z-5 4.50 x 3.40 x1.40 0.70 01 Unid. Z-4 Z-3 3.20 x 1.40 Z-2 2.00 x1.40 0.70 Ø 3/4 @ 0.20 0.70 0.70 CUADRO DE ZAPATAS CANTIDAD Z-1 2.00 x 2.00 TIPO DIMENSION A x B Ø 5/8 @ 0.15 0.70 PARRILLA H Z-6 4.00 x 2.20 Ø 5/8 @ 0.15 0.70 01 Unid. 3.30 x 3.45 x1.40 REC. LIBRE 0.075 SEGUN CUADRO DE ZAPATAS MALLA DE ZAPATA A B Ø 3/4 @ 0.20 Ø 5/8 @ 0.15 Z-7 5.50 x 1.40 Ø 5/8 @ 0.15 0.70 Z-5 N.F.Z. - 2.55 Ø 3/4 @ 0.20 01 Unid. 01 Unid. 01 Unid. 01 Unid. 04 Unid. 5 6 7 8 5 5 5 5 5 5 5 Ø1/2" @0.25 Ø1/2" @0.25 Ø1/2" @0.25 Ø1/2" @0.25 ESC : 1 / 25 CORTE N - N DETALLE DE ESCALERA DE INGRESO 5 SOLADO DE CONCRETO POBRE f'c=100 Kg/Cm2 5 5 N.F.P. - 0.05 <> 5 5 1Ø 1/2" @ 0.25 1Ø 1/2" @ 0.20 1Ø 1/2" @ 0.25 1Ø 1/2" @ 0.25 5 MC-2 NIV. + 1.50 H/3 H/3 H/3 0.40(TIP.) UNIONES TIPICAS DE VIGAS CON COLUMNAS (INTERMEDIO) Ø 3/8" 1@ 0.05, RTO.@ 0.20 CORTE B - B ESC. 1/25 5 TECNOPOR E=1" 5 SOLADO DE CONCRETO POBRE f'c=100 Kg/Cm2 5 N.F.P. - 0.95 5 UNIONES TIPICAS DE VIGAS CON COLUMNAS (ESQUINA) V-C ESC. 1/25 S S S .10 .10 RESTO "S" DE COLUMNAS SEGUN CUADRO DE COLUMNAS .05 .10 .10 SEGUN CUADRO d 3/8" @ 0.10 SEGUN CUADRO 2) - PARA EL TRAZO DE CIMENTACION VER LOS PLANOS DE ARQUITECTURA. 1) - TODAS LAS ZAPATAS TIENEN H = 0.70 ; CONCRETO f'c = 210Kg/m2. ESC. 1/25 .05 .10 .10 DE COLUMNAS NOTA : CIMENTACION : S DESPUES DEL DESENCOFRADO DEL TECHO , CON LADRILLO PANDERETA. CARACTERISTICAS DE LA ALBAÑILERIA CONFINADA : MORTERO P1-C S/2 S/2 .10 .10 .10 S ESPESOR DE JUNTAS DE MORTERO DE COLUMNAS S S SEGUN CUADRO S ESPESOR MINIMO UNIDAD ( LADRILLO PANDERETA ) : 1:1:4 (CEMENTO : CAL NORMALIZADA : ARENA ) : e max : =1.5 Cm : e min: =0.9 Cm : f'm 45 Kg / Cm2 : e min. = 0.10m x 0.12m x 0.25m ESPECIFICACIONES DE DISEÑO Y CONSTRUCCION : LOS MUROS NO PORTANTES SE LEVANTARAN A SU ALTURA TOTAL NORMAS TECNICAS DE EDIFICACION E-020, E-050, E-060, E070 0.80 S S/2 S/2 .10 .10 OBSERVACIONES : NORMAS DE DISEÑO SISMO RESISTENTE E-030 SEGUN CUADRO DE COLUMNAS .10 .05 .10 .10 d 3/8" @ 0.10 CAPACIDAD PORTANTE : 2.78 Kg/cm2 REGLAMENTO NACIONAL DE CONSTRUCCIONES 3/4" TERRENO 0.70 Z LONGITUD DE TRASLAPE Ø3/8" @ 0.15 VER LAM. E-02 LONGITUDES MINIMAS DE ANCLAJE Y TRASLAPE DE ARMADURAS 0.55 0.55 0.75 0.60 TRASLAPES S/C : INDICADA EN LOS PLANOS DE ALIGERADOS .10 .05 SEGUN CUADRO .10 .10 DE COLUMNAS S .10 3/8" 5/8" 1/2" 0.45 0.60 0.50 ANCLAJE Ø 1/4" 0.45 S SEGUN CUADRO DE COLUMNAS 4° PISO ESCALERA SOBRECARGAS : SEMI SOTANO, 1°, 2° Y 3° PISO 0.15 0.10 ESTRIBOS (Z) 45° : 200 Kg / m2 : 200 Kg / m2 : 300 Kg / m2 SOBRECIMIENTOS : CONCRETO CICLOPEO 1:8 (CEMENTO-HORMIGON MAS 25% PG (3"max.) (CEMENTO-HORMIGON MAS 30% PG (6"max.) CONCRETO : f'c = 210Kg/cm2 S .10 .10 DE COLUMNAS VIGAS CHATAS VIGAS PERALTADAS Y COLUMNAS ZAPATAS ESCALERAS Y ALIGERADOS ACERO REFUERZO : fy = 4200 Kg/cm2 RECUBRIMIENTOS SEGUN CUADRO .10 .10 .05 CONCRETO ARMADO CONCRETO CICLOPEO CIMIENTOS CORRIDOS : CONCRETO CICLOPEO 1:10 : 2.5 Cm : 4 Cm : 7.5 Cm : 2 Cm ESPECIFICACIONES TECNICAS d 3/8" @ 0.10 DETALLE DE DOBLADO DE ESTRIBOS COLUMNA O VIGA RECUBRIMIENTO d 3/8" 1/4" 15 Cm 3 Cm 10 Cm 2 Cm r a ESC. 1/5 RECUBRIMIENTO a d COLUMNA O VIGA r 5 5 N.F.P. - 0.95 5 5 SEGUN CUADRO DE COLUMNAS ESTRIBOS DE IZAGE SEGUN CUADRO DE ZAPATAS DETALLE TIPICO DE ZAPATA ESC. 1/25 A x B SOLADO DE CONCRETO POBRE f'c=100 Kg/Cm2 N.F.Z. - 2.55 5 5 5 5 5 CORTE C - C 5 5 N.F.C. - 2.05 N.F.P. - 0.95 5 5 5 Nivel - 1.85 10.00 (PORTICO) = Dxi Dhi 0.007 R V= ZUSC P 1.0 U = 1 S = Z = 0.40 10.00 (PORTICO) Rxx = Ryy = P= PESO DE EDIF. = Dyi Dhi 0.007 C = 2.5 N.F.P. - 0.95 N.F.P. - 0.95 8 Ø 3/4" + 2 Ø 1/2" N.F.C. - 1.25 . 2 Ø 1/2" 2 Ø 3/4" 4 Ø 5/8" Ø 3/8" 1@ 0.05, RTO.@ 0.20 V-C 8 Ø 3/4" + 2 Ø 1/2" RESISTENCIA A LA COMPRESION : f'b 180 Kg / Cm2 0.10 0.25 0.12 0.40 (TIPICO) Ø 3/8" 1@ 0.05, RTO.@ 0.20 CORTE A - A ESC. 1/25 5 TECNOPOR E=1" 5 SOLADO DE CONCRETO POBRE f'c=100 Kg/Cm2 5 N.F.P. - 0.95 5 V-C1 Nivel - 1.85 8 Ø 3/4" + 2 Ø 1/2" 2 Ø 1/2" 3 Ø 3/4" 5 Ø 3/4" 1Ø1/2" @ 0.20 REC. LIBRE 0.075 PARAMETROS SISMO RESISTENTES (NORMAS TECNICAS E-030) 5 2 2 2 2 1 1 1 1 1 1 MC-1 N.V. ± 0.00 5 5 5 N.F.C. - 1.00 3 2 1 Ø1/2" @0.25 ESC : 1 / 25 0.25 5 4 0.25 MC-2 (H = 1.50) MC-1 N N 1Ø 5/8" @ 0.25 N.T.N. ± 0.00 CORTE 1-1 DETALLE DE MURO DE CONTENCION MC-1 ESC. 1/25 SOLADO DE CONCRETO POBRE f'c=100 Kg/Cm2 5 5 N.F.P. - 0.95 1Ø 1/2" @ 0.25 5 PROYECCION DE VIGA PERALTADA N.L.A. + 1.50 N.F.C. - 2.55 <> 5 REC. LIBRE 0.075 . V-B JUNTA DE SEPARACION SISMICA E=7.5Cm N.F.P. - 0.95 5 5 5 5 N.F.C. - 1.85 V-C N.P. ± 0.00 5 5 5 5 N.F.C. - 0.90 3 2 1 5 5 AFIRMADO E=3" CORTE Y - Y : DETALLE DE RAMPA ESC. 1/25 ZAPATA 1Ø 3/8" @ 0.30 1Ø 3/8" @ 0.30 5 5 CANALETA DE DRENAJE 5 5 5 5 5 5 2.14 5 MALLA d 3/8" @ 0.20 MALLA d 3/8" @ 0.20 SOLADO DE CONCRETO 5 CONCRETO f'c=175Kg/Cm2 5 5 MALLA d 3/8" @ 0.20 MALLA d 3/8" @ 0.20 5 MALLA Ø 5/8" @ 0.25 2.74 5 MALLA Ø 1/2" @ 0.25 5 5 5 5 DETALLE DE CISTERNA ESC. 1/25 1 d 1/2" DE MARCO d 3/8" d 3/8" 2 d 3/8" (MONTAJE) N.F.P. - 0.95 5 N.F.C. - 3.30 ZAPATA 5 N.F.Z. - 2.55 d 3/8" @ 0.20 5 5 SOLADO DE CONCRETO POBRE f'c=100 Kg/Cm2 5 1Ø 1/2" @ 0.25 1Ø 1/2" @ 0.25 1Ø 1/2" @ 0.20 N.F.P. - 0.95 1Ø 1/2" @ 0.25 N.F.C. - 3.80 ZAPATA N.F.Z. - 2.55 N.F.C. - 3.80 S/C = 300 Kg/m2 1Ø1/2" @ 0.20 1Ø1/2" @ 0.20 1Ø 1/2" @ 0.25 N.F.P. - 0.95 CORTE Z - Z : DETALLE DE RAMPA ESC. 1/25 N.P. ± 0.00 MC-1 MC-1 1Ø 3/8" @ 0.30 1Ø 3/8" @ 0.30 AFIRMADO E=3" 5 DETALLE DE PANTALLA DE MURO DE CONTENCION REFUERZO VERTICAL Ø 1/2" @ 0.50 Ø HORIZONTAL Ø 1/2" @ 0.25 5 5 5 FALSO PISO 5 REFUERZO VERTICAL Ø 1/2" @ 0.50 Ø VERTICAL Ø 5/8" @ 0.25 VIGA ESC. 1/25 5 5 1Ø 1/2" @ 0.50 (ALTERNADO) 1Ø 1/2" @ 0.50 (REFUERZO) N.F.C. - 2.55 5 5 5 N.F.P. - 0.95 5 PANTALLA DE MURO DE CONTENCION H = VARIABLE (Ver cortes) N.L.A. + (VARIABLE) 5 SOLADO DE CONCRETO POBRE f'c=100 Kg/Cm2 5 N.I. ± 0.00 NACE CIMENTACION DE ESCALERA DE INGRESO C C C C C C D D 5 CORTE D - D N.F.C. - 0.90 5 5 5 N.F.P. 0.00 1Ø 3/8" @ 0.25 5 D D 5 CORTE D - D E E C-5 C-5 C-5 C-5 C-5 C-6 F F CANTIDAD 01 Unid. confinamiento ambos extremos DIMENSION confinamiento ambos extremos C - 1 TIPO confinamiento ambos extremos C - 3 C - 2 C - 5 C - 4 confinamiento ambos extremos confinamiento ambos extremos ACERO ESTRIBOS confinamiento ambos extremos 01 Unid. 02 Unid. 02 Unid. 05 Unid. 0.80 5 2 Ø 3/8", 1@ 0.05, 7@ 0.10 Rto.@ 0.20 4 Ø 1" + 4 Ø 3/4" 5 5 5 5 5 5 2 Ø 3/8", 1@ 0.05, 7@ 0.10 Rto.@ 0.20 6 Ø 1" + 4 Ø 3/4" 0.67 5 2 Ø 3/8", 1@ 0.05, 7@ 0.10 Rto.@ 0.20 4 Ø 1" + 2 Ø 3/4" 0.67 5 2 Ø 3/8", 1@ 0.05, 7@ 0.10 Rto.@ 0.20 6 Ø 3/4" Ø 1/4", 1@ 0.05, 7@ 0.10 Rto.@ 0.25 6 Ø 3/8" 5 5 C - 6 confinamiento ambos extremos confinamiento ambos extremos 01 Unid. Ø 1/4", 1@ 0.05, 7@ 0.10 Rto.@ 0.25 5 5 4 Ø 1/2" + 2 Ø 3/8" MC-1 (H = 2.45) C-7 C-7 C-7 C-7 C-7 C-7 C-7 C-7 C - 7 Ø 1/4", 1@ 0.05, 7@ 0.10 Rto.@ 0.20 confinamiento ambos extremos confinamiento ambos extremos 6 Ø 1/2" 5 5 08 Unid. CUADRO DE COLUMNAS 5 5 5 5 N.P.T. +0.00 Ø 1/4",@ 0.20 4 Ø 3/8" 5 BAJAR EN ZONA DE PUERTAS 5 N.P.T. -0.45 CORTE E - E ESC. 1/25 ESC. 1/25 ESC. 1/25 C - 8 ESTRIBOS CANTIDAD ACERO DIMENSION TIPO TIPO PL - 1 CUADRO DE PLACAS 5 C-8 5 Ø Vertical 1 Ø 3/8" @ 0.20 3.30 Ø Horizontal, 1 Ø 3/8" @ 0.20 (Confinar extremos 5 @ 0.10) 03 Unid. PL - 2 5 3.45 <> C-8 Ø Vertical 1 Ø 3/8" @ 0.15 C-8 4 Ø 1" + 2 Ø 3/4" 2 Ø 3/8", 1@ 0.05, 7@ 0.10 Rto.@ 0.20 Ø Horizontal, 1 Ø 3/8" @ 0.15 Confinar extremos 5 @ 0.10 5 C-8 5 Ø Vertical 1 Ø 3/8" @ 0.20 Ø Horizontal, 1 Ø 3/8" @ 0.20 (Confinar extremos 5 @ 0.10) 5 <> C-8 Ø Vertical 1 Ø 3/8" @ 0.15 C-8 Ø Horizontal, 1 Ø 3/8" @ 0.15 Confinar extremos 5 @ 0.10 4.50 3.40 C - 8 03 Unid. 4 Ø 1" + 2 Ø 3/4" 2 Ø 3/8", 1@ 0.05, 7@ 0.10 Rto.@ 0.20 5 5 PL - 3 5 <> C-8 Ø Vertical 1 Ø 3/8" @ 0.15 C-9 Ø Horizontal, 1 Ø 3/8" @ 0.15 Confinar extremos 5 @ 0.10 1.47 5 C - 8 01 Unid. 4 Ø 1" + 2 Ø 3/4" 2 Ø 3/8", 1@ 0.05, 7@ 0.10 Rto.@ 0.20 C - 9 01 Unid. 4 Ø 1" + 2 Ø 3/4" 2 Ø 3/8", 1@ 0.05, 7@ 0.10 Rto.@ 0.20 <> C-8 Ø Vertical 1 Ø 3/8" @ 0.15 Ø Horizontal, 1 Ø 3/8" @ 0.15 Confinar extremos 5 @ 0.10 1.47 PL - 4 C-8 5 C - 8 02 Unid. 4 Ø 1" + 2 Ø 3/4" 2 Ø 3/8", 1@ 0.05, 7@ 0.10 Rto.@ 0.20 C-10 1.05 C-10 4.60 5.95 PL - 5 / PL - 6 PL - 5 PL - 6 C-8 C-8 C-8 C-8 C-8 C-8 Ø Vertical 1 Ø 3/8" @ 0.15 Ø Horizontal, 1 Ø 3/8" @ 0.15 Confinar extremos 5 @ 0.10 C - 8 4 Ø 1" + 2 Ø 3/4" 2 Ø 3/8", 1@ 0.05, 7@ 0.10 Rto.@ 0.20 03 Unid. 03 Unid. 5 5 5 5 5 5 5 5 5 C - 10 02 Unid. 4 Ø 1" + 2 Ø 3/4" 2 Ø 3/8", 1@ 0.05, 7@ 0.10 Rto.@ 0.20 Ø Vertical 1 Ø 3/8" @ 0.15 Ø Horizontal, 1 Ø 3/8" @ 0.15 Confinar extremos 5 @ 0.10 Z Z V-C 1 1 1Ø 5/8" @ 0.25 N.T.N. ± 0.00 CORTE 2-2 DETALLE DE MURO DE CONTENCION MC-1 ESC. 1/25 SOLADO DE CONCRETO POBRE f'c=100 Kg/Cm2 5 5 N.F.P. - 0.95 1Ø 1/2" @ 0.25 N.F.C. - 2.55 <> 5 REC. LIBRE 0.075 . 0.15 V-B JUNTA DE SEPARACION SISMICA E=7.5Cm 5 5 1Ø1/2" @ 0.20 1Ø1/2" @ 0.20 1Ø 1/2" @ 0.25 5 5 1Ø 1/2" @ 0.50 (ALTERNADO) 1Ø 1/2" @ 0.50 (REFUERZO) 5 0.15 Ø 5/8" @ 0.15 Ø 5/8" @ 0.15 C-3 Z-1 N.F.Z. - 3.80 PL - 7

Language	Spanish
Drawing Type	Detail
Category	Condominium
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel
Measurement Units
Footprint Area
Building Features	Parking, Garden / Park
Tags	apartment, autocad, basement, building, condo, construction, DETAIL, details, DWG, eigenverantwortung, Family, foundations, group home, grup, Housing, levels, mehrfamilien, multi, multifamily, multifamily housing, ownership, partnerschaft, partnership, semi