Complete Plans Of A Commercial Building DWG Plan for AutoCAD

Complete Plans Of A Commercial Building DWG Plan for AutoCAD

Full plans of a building commercial, distribution facilities and architecture.

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

type, frame of stirrups, spacing at each end, idem., see detail, overlaps and joints, slabs, beams, columns, r mm., in columns, slabs and beams, abutments, overlapping joints in beams, lower reinforcement h any , values ​​of m, double armor, typical cut lightweight slab, øs of joists, masonry, note, continuous foundations, depth of foundation, columns and plates, bearing capacity, soil, sobrecimientos, steel, beams and slabs, beams and slab lightened, corrugated steel, coatings, concrete, ductility factor perpendicular to façade, use factor, zone factor, soil factor, acceleration coefficient, max. displacement, soil period, max. relative displacement, ductility factor parallel to façade, structure, type gw, technical specifications, running foundations, typical footing, false floor level, existing foundation, area to be demolished, masonry reinforcement, false floor level, vc beam, level . false floor, stirrups type d, false floor, type b, type d, type c, type a, section, secondary beams, bxh, typical solid slab cut, section a – a, owner :, responsible professional :, foundation – details, project :, scale :, drawing :, date :, engineering :, flat :, sheet :, trade, lightened – details, foundations, fac, details, bxt, level, character, column table, see det., widening by cut

Raw text data extracted from CAD file:

\A1;3.00 \A1;13.90 \A1;3.23 \A1;1.83 \A1;3.58 \A1;6.18 \A1;3.28 \A1;5.00 \A1;2.59 \A1;3.30 \A1;3.31 \A1;6.23 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.11 (variable) \A1;3.41 (variable) \A1;4.57 \A1;3.42 \A1;2.65 \A1;3.77 (variable) \A1;1.69 \A1;5.77 \A1;0.80 \A1;1.05 \A1;0.80 \A1;1.45 \A1;1.00 \A1;1.45 \A1;1.10 \A1;1.05 \A1;1.45 \A1;1.10 \A1;1.00 \A1;1.05 \A1;1.10 \A1;1.10 \A1;0.75 \A1;1.45 \A1;1.00 \A1;2.20 \A1;1.00 \A1;2.10 \A1;1.00 \A1;1.00 \A1;1.80 \A1;1.95 \A1;1.40 \A1;0.95 \A1;1.10 \A1;2.15 \A1;1.45 \A1;1.00 \A1;2.40 \A1;1.20 \A1;1.00 \A1;1.10 \A1;0.60 \A1;0.60 3/8'' 4 3 1/4'' TIPO 1 2 o 1/4'' 1/4'' 1 @ 0.05, 4 @ 0.10, 4 @ 0.15, Resto @ 0.25 CUADRO DE ESTRIBOS ESPACIAMIENTO A CADA EXTREMO 1 @ 0.05 , 4 @ 0.10, 4 @ 0.15 , Resto @ 0.25 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Resto @ 0.25 1 @ 0.05, 2 @ 0.10, 2 @ 0.15, Resto @ 0.25 IDEM. VER DETALLE \A1;L \A1;L \A1;L TRASLAPES Y EMPALMES No se permitirán empalmes del refuerzo superior (negativo) en una longitud de 1/4 de luz de la losa o vigas a cada lado de la columna de apoyo. 50 1/2" 5/8" 60 40 50 3/4" 70 1" 1.20 60 1.00 40 3/8" 30 LOSAS VIGAS 6mm. d 30 COLUM. -238.0381958700495 -238.0381958700495 6mm. 3/8" Los empalmes "L" se ubicarán en el tercio central; no se empalmará mas del 50% de la armadura en una misma sección. R mm. 2.0 cm. d L 10 cm. 15 cm. 1.5 cm. EN COLUMNAS -238.0381958700495 LOSAS Y VIGAS ESTRIBOS \A1;L/4 \A1;L/4 \A1;L/3 \A1;m \A1;L/4 \A1;L/4 \A1;L/3 \A1;m \A1;L/3 EMPALMES TRASLAPADOS EN VIGAS -110.155800223934 -110.155800223934 -110.155800223934 -110.155800223934 REFUERZO INFERIOR H CUALQUIERA -110.155800223934 Ø Ø 3/8 Ø 5/8 Ø 1/2 \A1;H 0.40 VALORES DE m 0.40 0.40 -110.155800223934 -110.155800223934 REFUERZO SUPERIOR H < 30 H\~\~> 30 0.60 0.50 0.40 0.50 0.50 0.40 -110.155800223934 -110.155800223934 \A1;L \A1;L \A1;L \A1;L Ø L 0.30 Ø 3/8 -73.05008409423596 -73.05008409423596 -73.05008409423596 -73.05008409423596 0.40 0.50 Ø 5/8 Ø 1/2 DOBLADOS ARMADURA \A1;0.10 \A1;0.30 \A1;0.10 \A1;0.20 \A1;0.15 \A1;0.05 CORTE TIPICO LOSA ALIGERADA ESC. 1/10 Øs DE VIGUETAS Ø 1/4 DE TEMPERATURA -77.02541720606621 -77.02541720606621 -77.02541720606621 -77.02541720606621 -77.02541720606621 -77.02541720606621 ALBAÑILERIA LAS COLUMNAS SE ANCLARAN EN LA CIMENTACION EN FORMA MONOLITICA (NO SE PERMITIRA CAJUELAS) SE EMPLEARA OBLIGATORIAMENTE EL USO DE EQUIPO (MEZCLADORA Y VIBRADORA) PARA TODO ELEMENTO DE CONCRETO MURO K. K. SOLIDO TIPO IV (MECANIZADO) NOTA CIMIENTOS CORRIDOS PROFUNDIDAD DE CIMENTACION COLUMNAS Y PLACAS CAPACIDAD PORTANTE SUELO SUELO SOBRECIMIENTOS ACERO VIGAS Y LOSAS SOLADO E = 4" VIGAS Y LOSA ALIGERADA ACERO CORRUGADO COLUMNAS Y PLACAS RECUBRIMIENTOS CONCRETO FACTOR DE DUCTILIDAD PERPENDICULAR A FACHADA FACTOR DE USO FACTOR DE ZONA FACTOR DE SUELO COEFICIENTE DE ACELERACION MAX. DESPLAZAMIENTO PERIODO DEL SUELO MAX. DESPLAZAMIENTO RELATIVO FACTOR DE DUCTILIDAD PARALELO A FACHADA ESTRUCTURA Df = 1.20 M F'm = 45 Kg/cm2 F´c = 80 Kg/cm2 + 30% P.G. Máx. 8" F´c = 100 Kg/cm2 + 25% P.M. Máx. 3" TIPO GW s\H0.6x;a = 1.5 Kg/cm2 Fy = 4200 Kg/cm2 F´c = 210 Kg/cm2 F´c = 210 Kg/cm2 r = 3.0 cm. r = 3.0 cm. Concreto Simple C:H 1:12 ESPECIFICACIONES TECNICAS C=2.5*(Tp/T) Tp = 0.6 seg. Rx = 6 S = 1.2 U = 1 Z = 0.40 Ry = 7.5 D\H0.6x;X = 1.00 cm. ; D\H0.6x;Y = 0.80 cm. D\H0.6x;X = 0.40 cm. ; D\H0.6x;Y = 0.30 cm. 1.25 \A1;S/CIMIENTO \A1;0.40 \A1;CIMIENTO \A1;1.10 CC - 1, 2 \A1;0.60 \A1;0.10 \A1;0.15 \A1;0.10 -280.5409465270318 -280.5409465270318 FUNDACION CIMIENTO - 1.10 CIMIENTOS CORRIDOS CC - 1 CC - 2 -280.5409465270318 CC 1, CC 2 -280.5409465270318 NIVEL TERRENO ± 0.00 FALSO PISO + 0.10 0.25 CC 2 CC 1 -280.5409465270318 -280.5409465270318 -280.5409465270318 PISO TERMINADO + 0.15 -280.5409465270318 \A1;1.70 \A1;COTA VER PLANTA \A1;0.10 \A1;0.30 \A1;0.30 \A1;0.10 \A1;0.15 \A1;0.20 \A1;0.10 \A1;0.40 \A1;1.10 \A1;0.075 -280.5582974113073 -280.5582974113073 -280.5582974113073 SOLADO CONCRETO 1:12 (RECUBRIMIENTO) -280.5582974113073 ZAPATA TIPICO -280.5582974113073 -280.5582974113073 -280.5582974113073 -280.5582974113073 -280.5582974113073 -280.5582974113073 + 0.10 -280.5582974113073 NIVEL FALSO PISO Ø 3/8 @ 0.20 (ESTRIBOS ADIC.) 1Ø 5/8 @ 0.20 (MALLA) -280.5582974113073 \A1;0.20 \A1;1.40 \A1;0.30 \A1;COTA VER PLANTA \A1;0.25 \A1;0.25 \A1;1.10 ESTRIBOS TIPO 1 -91.60479299439835 CIMIENTO EXIST. -91.60479299439835 -91.60479299439835 -91.60479299439835 ESTRIBOS Ø 3/8 @ 0.20 ADICIONAL S/CIM. EXIST -91.60479299439835 ZONA ACHURADA A DEMOLER -91.60479299439835 -91.60479299439835 SOLADO DE CONCRETO 1:12 ANCLAJE DE COLUMNAS NUEVAS EN CIMIENTO EXISTENTE ESC. 1/25 \A1;2.10 \A1;0.10 \A1;1.20 \A1;0.80 \A1;0.40 \A1;0.70 \A1;0.25 \A1;0.20 \A1;2.30 -57.18332417927944 -57.18332417927944 Ø 3/8 @ 0.25 -57.18332417927944 Ø 3/8 @ 0.25 FALSO PISO + 2.10 -57.18332417927944 -57.18332417927944 -57.18332417927944 MURO M - 1 -57.18332417927944 -57.18332417927944 -57.18332417927944 FALSO PISO + 0.10 \A1;0.15 \A1;0.60 \A1;0.25 \A1;0.25 \A1;0.60 \A1;0.15 \A1;0.60 \A1;0.25 \A1;0.35 \A1;0.25 \A1;0.25 \A1;0.60 \A1;0.15 \A1;0.25 \A1;0.25 \A1;0.60 \A1;0.15 \A1;0.15 \A1;0.60 \A1;0.75 \A1;1.35 \A1;0.75 \A1;0.15 \A1;0.60 -277.9687407039276 PLACA P - 5 1° NIVEL -277.9687407039276 -277.9687407039276 -277.9687407039276 -277.9687407039276 8 Ø 1/2 4 Ø 1/2 -277.9687407039276 -277.9687407039276 2° NIVEL \A1;0.15 \A1;0.45 \A1;1.05 \A1;0.60 \A1;0.45 \A1;0.60 \A1;0.15 -272.6806864451241 -272.6806864451241 -272.6806864451241 4 Ø 1/2 1° NIVEL PLACA P - 4 2° NIVEL -272.6806864451241 -272.6806864451241 6 Ø 1/2 -272.6806864451241 -272.6806864451241 \A1;0.15 \A1;0.60 \A1;0.60 \A1;1.20 \A1;0.60 \A1;0.15 \A1;0.60 -272.9342655247015 -272.9342655247015 -272.9342655247015 PLACA P - 3 2° NIVEL -272.9342655247015 1° NIVEL -272.9342655247015 -272.9342655247015 -272.9342655247015 8 Ø 1/2 4 Ø 1/2 \A1;0.75 \A1;0.60 \A1;1.35 \A1;0.15 \A1;0.60 \A1;0.15 \A1;0.75 S°, 1° NIVEL -273.1190937813358 -273.1190937813358 PLACA P - 2 -273.1190937813358 -273.1190937813358 -273.1190937813358 8 Ø 1/2 4 Ø 1/2 -273.1190937813358 -273.1190937813358 2° NIVEL \A1;0.40 \A1;0.60 \A1;0.25 \A1;1.25 \A1;0.35 \A1;0.15 \A1;0.25 \A1;1.00 \A1;0.25 \A1;0.15 \A1;0.35 \A1;0.25 PLACA P - 1 S°, 1° NIVEL 2° NIVEL -302.8513350233711 -302.8513350233711 -302.8513350233711 -302.8513350233711 -302.8513350233711 -302.8513350233711 -302.8513350233711 2 Ø 1/2 1 Ø 3/8 @ 0.20 -302.8513350233711 -302.8513350233711 -302.8513350233711 -302.8513350233711 -302.8513350233711 \A1;0.60 \A1;0.50 \A1;0.60 \A1;0.50 \A1;0.60 \A1;0.50 \A1;S/CIMIENTO -308.0585470861321 2 Ø 1/4 CORRUGADO CADA 3 HILADAS -308.0585470861321 REFUERZO DE ALBAÑILERIA -308.0585470861321 -308.0585470861321 2 Ø 1/4 CORRUGADO CADA 3 HILADAS -308.0585470861321 -308.0585470861321 -308.0585470861321 o 1 @ 0.05 , 4 @ 0.10, 4 @ 0.15 , Resto @ 0.20 1 @0 .05, 2 @ 0.10, 2 @ 0.15, Resto @ 0 .20 ESPACIAMIENTO A CADA EXTREMO CUADRO DE ESTRIBOS 1 @0 .05, 5 @ 0.10, 5 @ 0.15, Resto @ 0 .20 1 @0 .05, 5 @ 0.10, 4 @ 0.15, Resto @ 0 .20 C TIPO B A D 1/4'' 1/4'' 1/4'' 3/8'' \A1;0.40 \A1;0.10 \A1;0.10 \A1;0.20 \A1;0.20 \A1;0.60 \A1;0.40 \A1;0.10 NIVEL DE FALSO PISO -97.95658445882115 -97.95658445882115 VIGA VC -97.95658445882115 -97.95658445882115 6 Ø 1/2 ESTRIBOS TIPO A -97.95658445882115 -97.95658445882115 -97.95658445882115 -97.95658445882115 SOLADO 1:12 \A1;0.15 \A1;0.15 \A1;0.20 \A1;0.15 \A1;0.15 56.50096586500911 56.50096586500911 (TIPICO) 1 Ø 1/2 @ 0.20 2°, 5° TRAMO 56.50096586500911 1 Ø 1/2 @ 0.20 56.50096586500911 56.50096586500911 PASO S/RELLENO \A1;0.15 \A1;0.10 \A1;0.80 \A1;0.10 \A1;1.00 \A1;0.50 \A1;0.15 PASO S/RELLENO 0.15 ESCALERA N° 1 S/C = 400 KG/M2 63.06677591925938 1 Ø 1/2 @ 0.20 1 Ø 1/2 @ 0.20 63.06677591925938 63.06677591925938 63.06677591925938 63.06677591925938 63.06677591925938 NIV. FALSO PISO 1 Ø 1/2 @ 0.20 1°, TRAMO 63.06677591925938 1 Ø 1/2 @ 0.20 (MALLA) \A1;0.20 \A1;0.15 \A1;0.15 \A1;0.20 51.52045623263064 51.52045623263064 51.52045623263064 (TIPICO) 1 Ø 1/2 @ 0.20 VIGA VA 1 NIV. FALSO PISO 3° TRAMO 1 Ø 1/2 @ 0.20 51.52045623263064 1 Ø 1/2 @ 0.20 \A1;0.15 \A1;0.20 \A1;0.15 E = 0.15 M. 46.41113755366172 1 Ø 1/2 @ 0.20 VIGA VA 3 NIV. FALSO PISO 4° TRAMO Ø 3/8 @ 0.20 ( TIPICO) 8 Ø 1/2 (TIPICO) 46.41113755366172 1 Ø 1/2 @ 0.20 46.41113755366172 \A1;0.20 \A1;0.40 \A1;0.20 \A1;0.15 \A1;0.15 8 Ø 1/2 (TIPICO) Ø 3/8 @ 0.20 ( TIPICO) E = 0.15 M. PASO S/RELLENO 1 Ø 1/2 @ 0.20 52.71280635611373 52.71280635611373 3° TRAMO 52.71280635611373 (TIPICO) PASOS S/RELLENO VIGA VA 1 NIV. FALSO PISO 52.71280635611373 52.71280635611373 \A1;5.00 \A1;3.23 \A1;3.77 (variable) \A1;4.57 \A1;1.83 \A1;13.90 \A1;3.28 \A1;6.18 \A1;3.58 \A1;2.59 \A1;2.65 \A1;3.42 \A1;5.77 \A1;3.00 \A1;3.31 \A1;6.23 \A1;3.30 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.41 (variable) \A1;1.69 \A1;3.11 (variable) \A1;2.59 \A1;0.80 \A1;0.95 \A1;1.05 \A1;0.95 \A1;1.15 \A1;0.40 \A1;0.40 \A1;0.95 \A1;1.15 \A1;0.95 \A1;1.05 \A1;0.70 \A1;0.40 \A1;0.60 \A1;0.85 \A1;0.85 \A1;0.85 \A1;0.85 \A1;0.85 \A1;0.85 \A1;0.85 \A1;0.85 \A1;0.60 \A1;0.80 \A1;0.95 \A1;0.85 \A1;0.95 \A1;0.85 \A1;0.60 \A1;0.70 \A1;0.85 \A1;0.95 \A1;0.85 \A1;0.85 \A1;0.85 \A1;0.85 \A1;0.85 \A1;0.85 \A1;0.85 \A1;0.85 \A1;0.85 \A1;0.85 \A1;0.85 \A1;3.00 \A1;3.00 \A1;13.90 \A1;3.31 \A1;3.28 \A1;6.18 \A1;3.58 \A1;1.83 \A1;2.59 \A1;5.00 \A1;3.23 \A1;6.23 \A1;3.30 \A1;3.00 \A1;3.00 \A1;3.00 \A1;5.77 \A1;2.65 \A1;4.57 \A1;4.02 (variable) \A1;3.42 \A1;1.69 \A1;3.41 (variable) \A1;0.80 \A1;0.95 \A1;1.05 \A1;0.95 \A1;1.15 \A1;0.40 \A1;0.40 \A1;0.95 \A1;1.15 \A1;0.95 \A1;1.05 \A1;0.70 \A1;0.40 \A1;0.60 \A1;0.85 \A1;0.85 \A1;0.85 \A1;0.85 \A1;0.85 \A1;0.85 \A1;0.85 \A1;0.85 \A1;0.60 \A1;0.80 \A1;0.95 \A1;0.85 \A1;0.95 \A1;0.85 \A1;0.60 \A1;0.70 \A1;0.85 \A1;0.95 \A1;0.85 \A1;0.85 \A1;0.85 \A1;0.85 \A1;0.85 \A1;0.85 \A1;0.85 \A1;0.85 \A1;0.85 \A1;0.85 \A1;0.85 \A1;0.30 \A1;0.30 \A1;0.25 \A1;0.40 \A1;0.20 \A1;0.20 \A1;1.00 \A1;1.00 \A1;0.55 \A1;0.45 \A1;0.25 \A1;0.20 \A1;0.20 2 Ø 5/8 2 Ø 3/8 2 Ø 3/8 3 Ø 5/8 2 Ø 5/8 2 Ø 5/8 2 Ø 5/8 2 Ø 5/8 VIGA V - 104, 204 ESTRIBOS TIPO D 5 4 -287.6089748366427 3 - 3 -287.6089748366427 -287.6089748366427 -287.6089748366427 -287.6089748366427 -287.6089748366427 -287.6089748366427 -287.6089748366427 -287.6089748366427 4 - 4 -287.6089748366427 -287.6089748366427 VIGA V - 105, 205 ESTRIBOS TIPO D 2 Ø 3/8 2 Ø 1/2 \A1;0.20 \A1;0.20 \A1;0.40 \A1;0.25 \A1;0.45 \A1;0.45 -282.8757596465172 -282.8757596465172 -282.8757596465172 5 - 5 -282.8757596465172 2 Ø 5/8 2 Ø 3/8 2 Ø 5/8 3 Ø 5/8 5 ESTRIBOS TIPO D VIGA V 106, V 206 -282.8757596465172 -282.8757596465172 VIGA 105, 205 2 Ø 3/8 \A1;0.90 \A1;0.40 \A1;0.20 \A1;0.20 \A1;0.90 \A1;1.90 \A1;0.40 \A1;0.20 \A1;0.20 \A1;1.90 \A1;0.20 \A1;0.20 \A1;0.25 \A1;0.15 \A1;0.20 \A1;0.20 \A1;0.25 \A1;0.15 VIGA V-101, V-201 ESTRIBOS TIPO D 1 2 Ø 5/8 -277.7684031385153 VIGA VA 3 -277.7684031385153 -277.7684031385153 -277.7684031385153 2 Ø 5/8 2 Ø 5/8 -277.7684031385153 VIGA VA 2 VIGA V-102, V-202 ESTRIBOS TIPO D 2 2 Ø 5/8 -277.7684031385153 VIGA VA 5 -277.7684031385153 -277.7684031385153 -277.7684031385153 2 Ø 5/8 2 Ø 5/8 -277.7684031385153 VIGA VA 2 1 - 1 -277.7684031385153 -277.7684031385153 -277.7684031385153 -277.7684031385153 2 - 2 -277.7684031385153 -277.7684031385153 -277.7684031385153 -277.7684031385153 \A1;0.20 \A1;0.20 \A1;0.40 \A1;0.25 \A1;0.45 \A1;0.45 -292.2681536857927 -292.2681536857927 -292.2681536857927 2 - 2 -292.2681536857927 2 Ø 5/8 2 Ø 1/2 2 Ø 5/8 2 Ø 5/8 3 ESTRIBOS TIPO D VIGA V 103, V 203 -292.2681536857927 -292.2681536857927 2 Ø 1/2 \A1;1.00 \A1;0.10 \A1;0.80 \A1;0.10 \A1;0.50 \A1;0.15 \A1;0.15 1 Ø 1/2 @ 0.20 -276.7834213434098 1 Ø 1/2 @ 0.20 (MALLA) ESCALERA N° 2 S/C = 400 KG/M2 FALSO PISO -276.7834213434098 -276.7834213434098 -276.7834213434098 -276.7834213434098 E = 0.15 M. Ø 3/8 @ 0.20 ( TIPICO) 8 Ø 1/2 (TIPICO) -276.7834213434098 3° TRAMO PASO S/RELLENO -276.7834213434098 \A1;0.15 \A1;0.15 \A1;0.20 \A1;0.15 \A1;0.15 -285.6137236397452 2° TRAMO -285.6137236397452 (TIPICO) 1 Ø 1/2 @ 0.20 -285.6137236397452 1 Ø 1/2 @ 0.20 PASO S/RELLENO -285.6137236397452 -285.6137236397452 \A1;0.20 \A1;0.15 \A1;0.15 8 Ø 1/2 (TIPICO) NIV. FALSO PISO VIGA VA 3 1 Ø 1/2 @ 0.20 -290.2297333849273 E = 0.15 M. 3° TRAMO Ø 3/8 @ 0.20 ( TIPICO) -290.2297333849273 1 Ø 1/2 @ 0.20 -290.2297333849273 \A1;0.25 \A1;0.20 \A1;0.15 \A1;0.15 \A1;0.25 \A1;0.40 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.25 \A1;0.20 \A1;0.20 \A1;0.25 \A1;0.15 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.15 \A1;0.25 \A1;0.20 \A1;0.20 \A1;0.15 \A1;0.25 \A1;0.20 \A1;0.20 \A1;0.15 \A1;0.25 \A1;0.20 \A1;0.40 \A1;0.25 \A1;0.20 \A1;0.15 \A1;0.20 -275.0590764945156 -275.0590764945156 -275.0590764945156 3 Ø 1/2 -275.0590764945156 -275.0590764945156 -275.0590764945156 VB 2 Ø 3/8 0.10 x 0.20 TIPO B -275.0590764945156 4 Ø 5/8 + 3 Ø 1/2 0.25 x 0.20 0.15 x 0.40 VA 9 TIPO D -275.0590764945156 -275.0590764945156 -275.0590764945156 -275.0590764945156 3 Ø 3/8 -275.0590764945156 3 Ø 3/8 -275.0590764945156 -275.0590764945156 -275.0590764945156 -275.0590764945156 -275.0590764945156 -275.0590764945156 -275.0590764945156 3 Ø 1/2 -275.0590764945156 -275.0590764945156 -275.0590764945156 -275.0590764945156 0.25 x 0.20 0.15 x 0.40 VA 8 TIPO D 4 Ø 5/8 + 3 Ø 1/2 TIPO C 0.25 x 0.20 0.15 x 0.40 7 Ø 1/2 VA 7 VA 6 0.25 x 0.20 0.15 x 0.40 4 Ø 5/8 + 3 Ø 3/8 TIPO D 4 Ø 1/2 + 3 Ø 3/8 0.25 x 0.20 0.15 x 0.40 VA 5 TIPO A 2 Ø 3/8 -275.0590764945156 -275.0590764945156 -275.0590764945156 -275.0590764945156 -275.0590764945156 -275.0590764945156 TIPO A 6 Ø 1/2 0.15 x 0.40 VA 4 -275.0590764945156 -275.0590764945156 0.25 x 0.20 4 Ø 5/8 VA 3 TIPO D TIPO B 4 Ø 3/8 0.15 x 0.20 VA 2 -275.0590764945156 VA 1 0.25 x 0.20 4 Ø 1/2 TIPO A SECCION TIPO VA VIGAS SECUNDARIAS b x h Ø 0.25 x 0.20 5 Ø 1/2 TIPO A -275.0590764945156 -275.0590764945156 \A1;0.20 -277.5573251675392 CORTE TIPICO LOSA MACIZA ESC. 1/10 Ø 3/8 @ 0.20 (MALLA) \A1;0.30 \A1;0.90 \A1;0.30 \A1;0.15 \A1;0.60 \A1;0.60 \A1;0.15 COLUMNA C - 8 4 Ø 1/2 -275.7528816359579 -275.7528816359579 -275.7528816359579 4 Ø 1/2 -275.7528816359579 1° NIVEL -275.7528816359579 2° NIVEL -275.7528816359579 -275.7528816359579 \A1;0.75 \A1;0.60 \A1;0.60 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 -275.3369809107956 -275.3369809107956 -275.3369809107956 -275.3369809107956 -275.3369809107956 6 Ø 1/2 COLUMNA C - 7 2° NIVEL -275.3369809107956 1° NIVEL -275.3369809107956 4 Ø 1/2 \A1;0.25 \A1;0.20 \A1;0.20 \A1;0.15 -308.5579944741467 -308.5579944741467 SECCION A - A 3 Ø 3/8 VIGA VA 3 -308.5579944741467 -308.5579944741467 PROPIETARIO: PROFESIONAL RESPONSABLE: CIMENTACION - DETALLES PROYECTO: ESCALA: DIBUJO: FECHA: INGENIERIA: PLANO: LAMINA: COMERCIO N° DE LAMINAS: 5 5 5 5 5 A 5 1 2 2 5 5 C B D 4 3 5 5 5 F E 5 1 2 5 5 5 5 <> (variable) <> (variable) 5 5 A' C' 5 C 5 D' D' F <> (variable) 5 5 6 8 7 9 PROFESIONAL RESPONSABLE: PROPIETARIO: INGENIERIA: ALIGERADO - DETALLES COMERCIO PLANO: FECHA: DIBUJO: ESCALA: PROYECTO: N° DE LAMINAS: LAMINA: LAMINA: N° DE LAMINAS: PROFESIONAL RESPONSABLE: PROPIETARIO: ALIGERADO - DETALLES PROYECTO: ESCALA: DIBUJO: FECHA: PLANO: COMERCIO INGENIERIA: 5 1.05 5 5 5 5 5 1.05 CIMENTACION 5 5 5 1.05 5 5 0.75 1.45 5 5 5 2.10 5 5 5 1.95 1.40 0.95 5 5 5 1 Ø 5/8 @ 0.20 1 Ø 5/8 @ 0.20 1 Ø 5/8 @ 0.20 1 Ø 5/8 @ 0.20 1 Ø 5/8 @ 0.20 1 Ø 5/8 @ 0.20 1 Ø 5/8 @ 0.20 1 Ø 5/8 @ 0.20 1 Ø 5/8 @ 0.20 1 Ø 5/8 @ 0.20 1 Ø 5/8 @ 0.20 1 Ø 5/8 @ 0.20 1 Ø 5/8 @ 0.20 1 Ø 5/8 @ 0.20 1 Ø 5/8 @ 0.20 1 Ø 5/8 @ 0.20 1 Ø 5/8 @ 0.20 1 Ø 5/8 @ 0.20 1 Ø 5/8 @ 0.20 1 Ø 5/8 @ 0.20 1 Ø 5/8 @ 0.20 1 Ø 5/8 @ 0.20 1 Ø 5/8 @ 0.20 1 Ø 5/8 @ 0.20 5 2.40 5 1 Ø 5/8 @ 0.20 1 Ø 5/8 @ 0.20 C 1 C 1 C 1 C 1 C 1 C 1 C 1 C 1 C 1 C 1 C 1 C 1 C 1 C 1 C 6 C 6 C 1 C 1 C 1 C 1 C 1 C 1 C 1 C 1 C 1 C 1 C 1 C 10 C 10 C 1 C 1 C 1 C 1 C 1 C 3 C 2 C 2 P 1 C 2 C 2 C 2 C 1 C 1 C 1 C 4 P 5 P 5 P 5 P 5 P 5 P 5 C 2 C 1 C 1 C 5 1.00 Z 1 Z 4 Z 2 Z 6 Z 1 Z 6 Z 13 Z 6 Z 6 Z 1 Z 1 Z 1 Z 1 Z 1 Z 4 Z 5 Z 5 Z 4 Z 4 Z 11 Z 6 Z 12 Z 14 Z 8 Z 6 Z 1 Z 1 Z 10 Z 11 Z 1 Z 2 Z 2 Z 2 Z 2 Z 9 Z 9 Z 4 Z 1 Z 4 Z 1 Z 3 Z 7 Z 1 Z 6 CC 1 CC 1 CC 1 CC 1 CC 1 CC 1 M 1 M 1 M 1 M 1 M 1 M 1 CC 1 CC 1 CC 1 CC 1 CC 1 CC 1 CC 1 CC 1 CC 1 CC 1 CC 1 CC 1 CC 1 CC 1 CC 1 VC VC CC 1 VC VC VC VC VC VC VC VC VC VC VC VC VC CIMIENTO ESCALERA N° 1 CIMIENTO ESCALERA N° 2 PROYECCION CIMIENTO EXISTENTE (TIPICO) ZONA ACHURADA CIMIENTO EXISTENTE A DEMOLER PARA ANCLAJE DE ZAPATAS Y COLUMNAS (TIPICO) VC VC VC VC VC NIVEL FALSO PISO + 0.10 NIVEL FALSO PISO + 0.10 NIVEL FALSO PISO + 0.10 NIVEL FALSO PISO + 0.10 NIVEL FALSO PISO + 0.10 NIVEL FALSO PISO + 0.10 NIVEL FALSO PISO + 0.10 NIVEL FALSO PISO + 0.10 NIVEL FALSO PISO + 0.10 NIVEL FALSO PISO + 0.10 NIVEL FALSO PISO + 0.10 NIVEL FALSO PISO + 0.10 NIVEL FALSO PISO + 0.10 NIVEL FALSO PISO + 0.10 NIVEL FALSO PISO + 0.10 NIVEL FALSO PISO + 0.10 NIVEL FALSO PISO + 0.10 NIVEL FALSO PISO + 0.15 NIVEL FALSO PISO - 2.10 ZONA ACHURADA CIMIENTO EXISTENTE A DEMOLER PARA ANCLAJE DE COLUMNAS (TIPICO) 5 5 5 PLANO: DIBUJO: PROYECTO: PROPIETARIO: INGENIERIA: COMERCIO FECHA: 1/50 1/25 F.A.C. ESCALA: DETALLES N° DE LAMINAS: LAMINA: P 2 C 2 5 TIPO 4 8 Ø 5/8 0.15 x 0.60 NOTA : LOS FIERROS DE COLUMNAS TERMINARAN EN GANCHO EN UNA LONGITUD DE 30 CM. Y SE LLENARAN ENTRE MUROS DENTADOS 0.15 x 0.60 TIPO 4 SECCION 1° 2° b x t b x t 5 4 Ø 5/8 + 4 Ø 1/2 NIVEL CARACT. C 1 TIPO 4 0.25 x 0.25 4 Ø 5/8 4 Ø 5/8 + 4 Ø 1/2 TIPO 4 0.25 x 0.60 5 5 TIPO 4 0.15 x 0.60 TIPO 4 0.15 x 0.75 4 Ø 1/2 4 Ø 5/8 + 6 Ø 1/2 4 Ø 5/8 0.15 x 0.60 TIPO 4 8 Ø 5/8 0.15 x 0.90 TIPO 4 TIPO 4 0.25 x 0.25 C U A D R O D E C O L U M N A S C 6 C 4 C 5 C 7 C 3 P 1 C 10 C 9 C 8 P 5 P 3 P 4 5 5 5 5 5 4 Ø 5/8 D = 0.35 TIPO 4 5 5 4 Ø 1/2 5 5 2 Ø 3/8 4 Ø 5/8 + 2 Ø 3/8 6 Ø 5/8 + 4 Ø 1/2 C 7 C 8 P 4 P 3 P 2 C 9 C 9 S° b x t 5 5 5 5 8 Ø 5/8 + 2 Ø 1/2 VER DET. TIPO 4 6 Ø 5/8 + 8 Ø 1/2 VER DET. TIPO 4 6 Ø 5/8 + 8 Ø 1/2 0.15 x 1.20 TIPO 4 4 Ø 5/8 + 6 Ø 1/2 0.15 x 1.05 TIPO 4 6 Ø 5/8 + 8 Ø 1/2 0.15 x 1.35 TIPO 4 4 Ø 5/8 d 0 0.35 TIPO 4 4 Ø 5/8 + 4 Ø 1/2 0.15 x 0.60 TIPO 4 4 Ø 5/8 + 4 Ø 1/2 0.15 x 0.60 TIPO 4 4 Ø 5/8 + 4 Ø 1/2 0.15 x 0.60 TIPO 4 4 Ø 5/8 + 4 Ø 1/2 0.15 x 0.60 TIPO 4 PLANO: DIBUJO: PROYECTO: PROPIETARIO: PROFESIONAL RESPONSABLE: INGENIERIA: COMERCIO FECHA: ESCALA: DETALLES N° DE LAMINAS: LAMINA: 5 5 <> (variable) 5 5 5 1 4 2 5 5 5 B A 5 C 5 C A' C' D' 5 D' 5 5 5 5 5 E D F 1 2 5 5 5 5 <> (variable) 7 6 5 9 8 F <> (variable) 3 2 5 5 3 4 5 1 Ø 1/2 1 Ø 1/2 1 Ø 3/8 5 5 5 5 1 Ø 1/2 1 Ø 1/2 1 Ø 1/2 1 Ø 1/2 1 Ø 1/2 5 5 5 5 5 5 1 Ø 1/2 5 1 Ø 3/8 1 Ø 1/2 1 Ø 1/2 1 Ø 1/2 1 Ø 1/2 1 Ø 1/2 1 8 VIG. VA 5 1 Ø 3/8 1 Ø 3/8 1 Ø 3/8 @ 0.20 1 Ø 3/8 @ 0.20 1 Ø 3/8 @ 0.20 1 Ø 3/8 @ 0.20 1 Ø 3/8 @ 0.20 1 Ø 3/8 @ 0.20 1 Ø 3/8 @ 0.20 1 Ø 3/8 @ 0.20 1 Ø 3/8 @ 0.20 1 Ø 3/8 @ 0.20 1 Ø 3/8 @ 0.20 1 Ø 3/8 @ 0.20 1 Ø 3/8 @ 0.20 1 Ø 3/8 @ 0.20 1 Ø 3/8 @ 0.20 1 Ø 3/8 @ 0.20 1 Ø 3/8 @ 0.20 5 3 9 VIG. 1 Ø 1/2 1 Ø 1/2 5 5 1 Ø 3/8 1 Ø 1/2 1 Ø 1/2 1 Ø 1/2 1 Ø 1/2 1 Ø 1/2 5 5 1 Ø 1/2 5 5 1 Ø 1/2 5 5 5 1 Ø 3/8 5 1 Ø 1/2 1 Ø 1/2 1 Ø 3/8 5 5 1 Ø 1/2 4 10 VIG. 5 1 Ø 3/8 1 Ø 1/2 1 Ø 1/2 @ 0.20 5 1 Ø 1/2 1 Ø 3/8 5 5 5 VIG. 1 Ø 3/8 1 Ø 1/2 1 Ø 3/8 1 Ø 3/8 6 5 VIG. 5 1 Ø 1/2 1 Ø 3/8 5 5 7 11 VIG. 1 Ø 1/2 5 5 1 Ø 1/2 1 Ø 1/2 1 Ø 1/2 1 Ø 1/2 1 Ø 1/2 1 Ø 1/2 1 Ø 1/2 1 Ø 1/2 5 5 1 Ø 1/2 5 5 1 Ø 1/2 5 5 1 Ø 1/2 5 5 1 Ø 1/2 5 1 Ø 3/8 1 Ø 3/8 1 Ø 3/8 1 7 VIG. VA VA 8 VA 8 VA 8 VA 8 VA 8 VA 8 VA 1 VA 1 VA 1 VA 1 VA 1 VA 1 VA 3 VA 3 VA 3 VA 3 VA 3 VA 3 VA 3 VA 3 VA 3 VA 3 VA 3 VA 3 VA 3 VA 1 VA 1 VA VA VA 3 VC VC VA 5 VA 5 VA 5 VA 5 VA 5 VA 5 VA 5 VA 5 VA 8 VA 2 VA 2 VA 2 VA 2 VA 2 VA 2 VA 8 VA 8 VA 8 VA 8 VA 8 VA 3 VA 3 V 101 VA 3 V 101 VA 3 V 101 VA 3 V 101 VA 3 V 101 VA 3 VA 3 VA 3 VA 3 VA 3 VA 3 VA VA V 105 V 104 V 106 VA 3 VA VA VA 4 VA 4 VA 4 VA 9 VA 3 VA VA 4 VA 4 VA 7 VA 4 VA VA 3 VA VA VA 3 VA V 102 VA 8 VA 8 VA 8 VA 8 VA 8 V 103 VA 2 VA 2 VA 2 VA 2 VA 2 VA 2 VA 2 VA VA 3 VA 6 VA 3 VA 6 VA 3 VA 6 VA 3 VA 6 VA 3 VA 6 VA 3 VA 3 VA 3 VA 3 VA VA VA 5 VA 4 VA 4 VA 5 VA 5 VA 5 VA 5 VA 5 A A VA VA 3 LOSA MACIZA E = 0.20 m 5 5 5 5 5 5 5 1 A B 2 5 3 5 4 5 C 5 D E 5 F 1 5 2 5 5 5 5 C 5 5 5 A' <> (variable) 5 C' D' 5 6 7 8 <> (variable) F 5 1 Ø 1/2 1 Ø 1/2 1 Ø 3/8 5 5 5 5 1 Ø 1/2 1 Ø 1/2 1 Ø 1/2 1 Ø 1/2 1 Ø 1/2 5 5 5 5 5 5 1 Ø 1/2 5 1 Ø 3/8 1 Ø 1/2 1 Ø 1/2 1 Ø 1/2 1 Ø 1/2 1 Ø 1/2 8 7 VIG. VA 5 1 Ø 3/8 1 Ø 3/8 1 Ø 3/8 @ 0.20 1 Ø 3/8 @ 0.20 Ø 3/8 @ 0.20 1 Ø 3/8 @ 0.20 1 Ø 3/8 @ 0.20 1 Ø 3/8 @ 0.20 1 Ø 3/8 @ 0.20 1 Ø 3/8 @ 0.20 1 Ø 3/8 @ 0.20 1 Ø 3/8 @ 0.20 1 Ø 3/8 @ 0.20 1 Ø 3/8 @ 0.20 1 Ø 3/8 @ 0.20 1 Ø 3/8 @ 0.20 1 Ø 1/2 @ 0.20 1 Ø 3/8 @ 0.20 1 Ø 3/8 @ 0.20 5 10 9 VIG. 1 Ø 1/2 1 Ø 1/2 5 5 1 Ø 3/8 1 Ø 1/2 1 Ø 1/2 1 Ø 1/2 1 Ø 1/2 1 Ø 1/2 5 5 1 Ø 1/2 5 5 1 Ø 1/2 5 5 5 1 Ø 3/8 5 1 Ø 1/2 1 Ø 1/2 1 Ø 3/8 5 5 1 Ø 1/2 11 10 VIG. 5 1 Ø 3/8 1 Ø 1/2 5 1 Ø 1/2 1 Ø 3/8 5 12 5 VIG. 1 Ø 3/8 1 Ø 1/2 1 Ø 3/8 1 Ø 3/8 13 5 VIG. 5 1 Ø 1/2 1 Ø 3/8 5 5 14 9 VIG. 1 Ø 1/2 5 5 1 Ø 1/2 1 Ø 1/2 1 Ø 1/2 1 Ø 1/2 1 Ø 1/2 1 Ø 1/2 1 Ø 1/2 1 Ø 1/2 5 5 1 Ø 1/2 5 5 1 Ø 1/2 5 5 1 Ø 1/2 5 5 1 Ø 1/2 5 1 Ø 3/8 VA VA 8 VA 8 VA 8 VA 8 VA 8 VA 8 VA 1 VA 1 VA 1 VA 1 VA 1 VA 1 VA 3 VA 3 VA 3 VA 3 VA 3 VA 3 VA 3 VA 3 VA 3 VA 3 VA 3 VA 3 VA 3 VA 1 VA 1 VA VA VA 3 VC VC VA 5 VA 5 VA 5 VA 5 VA 5 VA 5 VA 5 VA 5 VA 8 VA 2 VA 2 VA 2 VA 2 VA 2 VA 2 VA 8 VA 8 VA 8 VA 8 VA 8 VA 3 V 202 VA 3 V 202 VA 3 V 202 VA 3 V 202 VA 3 V 202 VA 3 VA 3 VA 3 VA3 VA 3 VA 3 VA 3 VA V 205 V 204 VA 3 VA VA VA 4 VA 4 VA 4 VA 9 VA 3 VA VA 7 VA VA VA VA VA 3 VA V 202 VA 8 VA 8 VA 8 VA 8 VA 8 V 203 VA 2 VA 2 VA 2 VA 2 VA 2 VA 2 VA 2 VA VA 3 V 201 VA 3 V 201 VA 3 V 202 VA 3 V 202 VA 3 V 202 VA 3 VA 3 VA 3 VA VA 5 VA 4 VA 4 VA 5 VA 5 VA 5 VA 5 VA 5 A A VA 3 V 206 VA 3 1 Ø 3/8 @ 0.20 1 Ø 3/8 @ 0.20 VA 7 VA VA LOSA MACIZA E = 0.20 m 5 5 ENSANCHE POR CORTE ENSANCHE POR CORTE 5 VIG. 1 VA 1 VA 3 VA 1 VA 3 VA 3 VA 1 VA 1 1 Ø 3/8 @ 0.20 3 VIG. 9 4 VIG. 9 5 VIG. 1 3 VIG. 2 4 VIG. 2 LOSA ALIGERADA 1° NIVEL S/C = 300 KG/M2 LOSA ALIGERADA 2° NIVEL S/C = 300 KG/M2 LOSA ALIGERADA SOTANO S/C = 300 KG/M2 TIPO 4 0.15 x 0.90 4 Ø 5/8 + 4 Ø 1/2 4 Ø 5/8 + 4 Ø 1/2 0.15 x 0.75 TIPO 4

Language	Spanish
Drawing Type	Plan
Category	Retail
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	architecture, autocad, building, commercial, complete, distribution, DWG, facilities, full, mall, market, plan, plans, shopping, supermarket, trade