Plant Of Foundation And Details Of Shoes DWG Detail for AutoCAD

Plant Of Foundation And Details Of Shoes DWG Detail for AutoCAD

PLANT OF FOUNDATION FOR CELLARS AND ANCHORED STEEL COLUMNS .

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

armed, compacted fill, template cm, n.p.t., the descents, international Airport, motorway veracruz cordoba, motorway veracruz xalapa, freedom of expression, poppies, country, malbran, dried popcorn, road xalapa veracruz, manuel j.clouthier, potrero street, tails., tails., tails. two, I took the descents, b. cont., road xalapa veracruz, manuel j.clouthier, potrero street, tails., tails., tails. two, I took the descents, b. cont., date, cellar, indicated, quotas, meters, construction area, scale:, reg.mpal: ced. prof., total area, owner, commercial s.a. of c.v., manuel j.clouthier no. cabbage. the poppies, tejeria veracruz ver., flat, December, free surface, expert in charge of construction: ing.sergio aguilar rivera, reg. s.s.a:, cimentacion plant, cot. mts, closeness, civil works contractor., the templates will be made by the, dipstick, concrete, reinforcing steel, General notes:, shoe wall specifications, in template, in foundation, rod, welded Mesh, corresponding to each strain. the strains, indicated in the details with the axes, firm free of organic matter a, depth that guarantees a resistance, a poor concrete template of esp., the whole foundation lies on, lay foundation on ground, the vines will be excavated as, structure. the crown of, of the pre-fabricated shoes will remain, a compactor of the proctor., the stocking of the strain must ensure, cement specifications, the foundation template is used to, to flatten the slant of a, stay the same level with respect to the level, all foundation templates should be, of finished floor. details of, the finished floor level will be the level of, floor level., prefabricated shoe., of portico using grout., detail leveling columns, kind, diameter, number, overlap, anchorage, kind, rod table, armed in, central, armed given, section, unicode l.b, compacted fill, template cm, n.p.t., lb, cot. mts, cot. mts, compacted fill, template cm, n.p.t., plate, armed given, section, cot. mts, compacted fill, template cm, cot. mts, anchors, shoe die, portico column, grout type expander, firm concrete, n.p.t., cot. mts, skirting board, foundation, adjacent, armed in, cot. mts, adjacent, cot. mts, armed stairs ramp, firm, n.p.t., compacted fill, template cm, n.p.t., utilities, exhibition room, n. top floor, compacted fill, template cm, n.p.t., plate, armed in, central, cot. mts, armed, section, cot. mts, armed column, section, cot. mts, structural considerations wind category of the terrain: terrain with numerous high obstructions closely spaced. topography factor: partly open field with lower slope to the earthquake: seismic coefficient structures type coefficient of ductility foundation: load capacity of the terrain, armed, compacted fill, template cm, n.p.t., the descents, international Airport, motorway veracruz cordoba, motorway veracruz xalapa, freedom of expression, poppies, country, malbran, dried popcorn, road xalapa veracruz, manuel j.clouthier, potrero street, tails., tails., tails. two, ejido

Raw text data extracted from CAD file:

ARMADO Z-5 5 5 5 5 5 #3@20 RELLENO COMPACTADO PLANTILLA e= 5 cm F'C= 100 KG/CM2 N.P.T. +0.00 TL-1 SEC.20X50 6#4 \H0.425x; \fArial|b0|i0|c0|p32;\H2.353x;E#3@20 Las Bajadas Aeropuerto Internacional "Heriberto Jara" Autopista Veracruz Cordoba Autopista Veracruz Xalapa Libertad de Exprecion AMAPOLAS Campestre Malbran Amapola 2° Secc. Amapola 1° Secc. L O C A L I Z A C I O N N CARRETERA XALAPA - VERACRUZ MANUEL J.CLOUTHIER CALLE POTRERO 30.41 FRAC. "A" 94.02 FRAC. 3 "B" 108.79 FRAC. DOS Ejido las Bajadas 30.05 B. CONT. 8.00M CARRETERA XALAPA - VERACRUZ MANUEL J.CLOUTHIER CALLE POTRERO 30.41 FRAC. "A" 94.02 FRAC. 3 "B" 108.79 FRAC. DOS Ejido las Bajadas 30.05 B. CONT. 8.00M FECHA : BODEGA INDICADA COTAS : METROS 2316.71 M2 AREA DE CONSTRUCCION : ESCALA: FIRMA:__________________________________ REG.MPAL: 185-A-012 CED. PROF. 1610898 2853.00 M2 SUPERFICIE TOTAL : PROPIETARIO : MADO COMERCIAL S.A. DE C.V. MANUEL J.CLOUTHIER No. 6886 COL. LAS AMAPOLAS TEJERIA VERACRUZ VER. PLANO : DICIEMBRE 2006 1308.71 M2 SUPERFICIE LIBRE : FIRMA:_____________________________________ PERITO RESPONSABLE DE OBRA: ING.SERGIO AGUILAR RIVERA REG. S.S.A: 821 2 1 108.5868223358707 5 4 7 8 9 B A C D 5 6 11 12 5 12.00000000000011 9.999922561338167 9.999922561338053 12.0 10 13 14 3 5 12.0 6.0 5.999999863667881 12.00000000000011 8.000000000000057 5 6.553450216000726 8.0 8.0 8.0 PLANTA DE CIMENTACION ESC:1:100 COT. MTS COLINDANCIA COLINDANCIA COLINDANCIA 5 6.000000000000114 5 2.077855865011259 2.082816868396946 7.995580243347036 8.0 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 5.700037212175403 5 5.700037212175403 5 5.700037212175289 5 11.70019616106799 5 11.70019616106799 5 11.70019616106788 5 9.695124235582853 5 9.695124235582966 5 11.70019616106799 B A D F E E F 5 5 6.746633365742582 5 5 5 5 5 3.008367548471597 5 3.00836754847154 5 2.084897718511002 5 5 2.084897718510945 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 NO S SO E SE NE N O C CONTRATISTA DE OBRA CIVIL. LAS PLANTILLAS SERAN REALIZADAS POR EL 2 2 2 f'c= 100 Kg/cm f'c= 200 Kg/cm 2 2 2 f'y= 2530 Kg/cm f'y= 4200 Kg/cm f'y= 4900 Kg/cm DE q=10 T/m 1.- VARILLA #2 A) CONCRETO B) ACERO DE REFUERZO NOTAS GENERALES: ESPECIFICACIONES DE ZAPATAS Y MUROS 1.- EN PLANTILLA 2.- EN CIMENTACION 2.- VARILLA #2.5 y MAYORES 3.- MALLA ELECTROSOLDADA CORRESPONDIENTES A CADA CEPA. LAS CEPAS Y INDICADO EN EL LOS DETALLES CON LOS EJES FIRME LIBRE DE MATERIA ORGANICA A UNA PROFUNDIDAD QUE GARANTICE UNA RESISTENCIA UNA PLANTILLA DE CONCRETO POBRE DE 5cm. ESP. 1.- TODA LA CIMENTACION SE DESPLANTA SOBRE 2.- DESPLANTAR CIMENTACION SOBRE TERRENO 3.- LAS CEPAS SE EXCAVARAN CONFORME A LO DESPLANTE DE ESTRUCTURA. LA CORONA DEL DADO DE LAS ZAPATAS PREFABRICADAS QUEDARA A UNA COMPACTACION DEL 95% PROCTOR. 4.- EL RELLENO DE LA CEPA DEBERA GARANTIZAR ESPECIFICACIONES EN CIMENTACION 1.- LA PLANTILLA DE CIMENTACION SIRVE PARA UNIFORMAR Y NIVELAR EL DESPLANTE DE UNA QUEDAR A UN MISMO NIVEL RESPECTO AL NIVEL 2.- TODAS LAS PLANTILLAS DE CIMENTACION DEBERAN DE PISO TERMINADO. (VER DETALLES DE ZAPATAS) 3.- EL NIVEL DE PISO TERMINADO SERA EL NIVEL DE NIVEL DE PISO TEMINADO. ZAPATA PREFABRICADA. DE PORTICO USANDO GROUT. DETALLLE DE NIVELACION DE COLUMNAS 1" 3/4" 5/8" 1/2" 3/8" 75 120 6 8 50 65 40 4 5 3 70 100 45 60 35 \A1;La TIPO "B" DIAMETRO NUMERO TRASLAPE ANCLAJE "A" Y "B" \A1;La TIPO "A" 25 25 2 1/4" TABLA DE VARILLAS ARMADO EN Z-1 CENTRAL Y ARMADO DADO D-2 # 5 Y 3E SECCION 45X60 # 10 3@20 5 6.70 14.31648971185564 12.61216404631432 21.05553544279337 26.92865375816996 0.0500000000000114 5 2.5 0.9999999999999716 0.5000000000000284 0.9999999999999716 0.30 5 1.799999810220783 #5@20 \f@Arial Unicode MS|b0|i0|c0|p34; L.B RELLENO COMPACTADO PLANTILLA e= 5 cm F'C= 100 KG/CM2 N.P.T. +0.00 #3@20 L.B COT. MTS 5 0.4499999999999886 5 5 0.2 5 5 0.0499999999999972 0.3499999999999943 0.0499999999999972 ESC:1:125 COT. MTS 10d#5 E#3@20 0.0500000000000114 0.2492481038567576 1.5 0.5250000000000341 0.4499999999999318 0.5250000000000341 5 1.500751706364007 1.799999810220775 #4@20 RELLENO COMPACTADO PLANTILLA e= 5 cm F'C= 100 KG/CM2 N.P.T. +0.00 10d#5 E#3@20 PLACA DE 3/4" ARMADO DADO D-1 # 5 Y 2E SECCION 60X45 # 10 3@20 5 0.0499999999999972 5 0.0499999999999972 ESC:1:125 COT. MTS 0.4499999999999886 0.0500000000000114 0.3499999999999943 0.0499999999999829 RELLENO COMPACTADO PLANTILLA e= 5 cm F'C= 100 KG/CM2 ESC:1:25 COT. MTS 4 ANCLAS DE 1" DADO DE ZAPATA COLUMNA DE PORTICO EXPANSOR DEL TIPO "FESTER GROUT NM" FIRME DE CONCRETO F'C=150KG/CM2 C-1 C-1 C-1 K-1 Z-5 K-1 K-1 K-1 Z-2 Z-2 2.824999999999932 2.824999999999818 2.824999999999591 2.824999999999704 C-1 C-1 C-1 K-1 Z-5 K-1 Z-2 2.824999999999932 2.824999999999818 2.824999999999704 K-1 K-1 Z-2 K-1 K-1 5 Z-6 0.3999999999999773 0.5999999999999943 5 N.P.T. +0.20 ESC:1:25 COT. MTS RODAPIE Z-6 K-1 K-1 Z-2 2.824999999999591 2.6499993838612 2.64999938022811 5 Z-5 C-1 Z-4 K-1 C-1 2.417892462120108 2.417933333000065 C-1 C-1 C-1 Z-5 K-1 K-1 Z-2 2.824999999999932 2.824999999999818 2.824999999999591 2.824999999999704 5 C-1 Z-5 3.100479412288678 3.100500000000011 Z-5 2.417892462120108 C-1 C-1 3.100500000000011 K-1 K-1 Z-2 0.8000000000000114 K-1 K-1 Z-2 C-1 Z-5 3.100479412288678 3.100500000000011 C-1 3.100500000000011 5 K-1 K-1 Z-2 C-1 2.850229562448703 C-1 2.850274999999783 2.850229562448703 2.850275000000011 C-1 Z-5 K-1 K-1 Z-2 C-1 0.7999999999999545 C-1 Z-5 2.824999999999932 2.824999999999818 2.824999999999591 2.824999999999818 Z-1 C-1 Z-5 3.170551734017181 3.170642609120023 K-1 K-1 Z-2 K-1 C-1 Z-5 3.222491151362192 3.22275208971314 0.8000000000000114 5 C-1 C-1 C-1 5 5 5 5 C-1 5 Z-5 K-1 K-1 K-1 Z-2 K-1 K-1 Z-2 8.0 7.999508992822825 C-1 3.133367548471597 C-1 C-1 C-1 K-1 K-1 K-1 C-1 C-1 C-1 C-1 5 5 5 5 5 5 5 5 Z-1 Z-1 K-1 Z-1 Z-1 Z-1 Z-1 Z-3 Z-4 8.0 C-1 Z-5 K-1 K-1 C-1 8.0 Z-3 Z-3 Z-3 Z-3 C-1 C-1 C-1 C-1 5 5 5 5 5 5 Z-5 Z-5 5 Z-4 C-1 C-1 5 5 5 Z-5 Z-4 Z-4 Z-4 Z-4 Z-4 C-1 C-1 K-1 K-1 K-1 K-1 5 5 5 5 C-1 C-1 C-1 5 5 5 K-1 K-1 Z-5 Z-5 5 5 5 5 C-1 C-1 C-1 5 K-1 K-1 Z-5 5 5 5 5 C-1 C-1 C-1 5 K-1 K-1 Z-5 5 5 5 5 C-1 C-1 C-1 5 K-1 K-1 Z-5 5 5 5 5 K-1 K-1 Z-4 K-1 C-1 Z-5 5 5 5 5 5 5 5 Z-5 C-1 C-1 Z-5 C-1 2.650411255712356 2.649975212837944 5 5 5 Z-5 C-1 2.650411255712243 2.649588744288167 Z-5 2.974999999999454 K-1 5 5 Z-5 K-1 K-1 K-1 K-1 Z-5 2.058244731937521 5 Z-6 K-1 K-1 K-1 K-1 K-1 2.187499994586744 2.187499994586744 K-1 K-1 K K K Z-6 Z-6 Z-6 Z-5 Z-5 Z-5 Z-5 Z-5 5 5 K K K K K K-1 Z-6 K-1 K-1 K-1 Z-5 5 K-1 C-1 5 C-1 C-1 5 5 5 5 5 5 5 5 5 CIMENTACION CIM-1 5 5 5 5 5 5 5 C-1 C-1 Z-5 5 C-1 5 5 5 5 5 5 5 Z-5 C-1 C-1 C-1 5 5 Z-2 COLINDANTE ESC:1:25 ARMADO EN COT. MTS Z-4 COLINDANTE ESC:1:25 ESC:1:25 COT. MTS ARMADO RAMPA DE ESCALERAS FIRME N.P.T. +0.20 RELLENO COMPACTADO PLANTILLA e= 5 cm F'C= 100 KG/CM2 N.P.T. +0.00 UTILERIA SALA EXHIBICION 2 3 0.2999999999999829 #3@15 #3@30 5 5 #3@30 0.6038460448676801 #3@30 #3@15 #3@30 N. PLANTA ALTA #3@30 #3@15 #3@30 0.6038460448676801 2#4 E#3@20 TL-1 2#4 Z-2 Z-1 0.0500000000000114 0.2999999999999829 2.600000000000023 1.075000000000045 0.4499999999999318 1.075000000000045 5 5 1.799999810220775 #4@20 RELLENO COMPACTADO PLANTILLA e= 5 cm F'C= 100 KG/CM2 N.P.T. +0.00 d#4 E#3@20 PLACA DE 3/4" ARMADO EN Z-3 CENTRAL COT. MTS ESC:1:25 #6@20 ARMADO TRABE DE LIGA TL1 6#4 Y E#3@20 SECCION 25X50 5 0.0499999999999972 5 0.0499999999999972 ESC:1:125 COT. MTS 0.25 0.0500000000000114 0.0499999999999829 Z-3 Z-3 Z-3 Z-3 Z-3 Z-3 Z-3 TL-1 TL-1 TL-1 TL-1 TL-1 TL-1 TL-1 TL-1 TL-1 ARMADO COLUMNA C1 6#3 Y E#2@15 SECCION 20x25 5 ESC:1:125 COT. 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CONSIDERACIONES ESTRUCTURALES VIENTO CATEGORIA DEL TERRENO: TERRENO CON NUMEROSAS OBSTRUCCIONES LARGAS, ALTAS Y ESTRECHAMENTE ESPACIADAS. FACTOR DE TOPOGRAFIA: TERRENO PARCIALMENTE PLANO, CAMPO ABIERTO CON PENDIENTE MENOR AL 5%. SISMO: COEFICIENTE SISMICO 0.30 ESTRUCTURAS TIPO B COEFICIENTE DE DUCTIBILIDAD 2 CIMENTACION: CAPACIDAD DE CARGA DEL TERRENO T=10 T/M² ARMADO Z-5 5 0.80 0.25 0.35 0.50 #3@20 RELLENO COMPACTADO PLANTILLA e= 5 cm F'C= 100 KG/CM2 N.P.T. +0.00 TL-1 SEC.20X50 6#4 \H0.425x; \fArial|b0|i0|c0|p32;\H2.353x;E#3@20 Las Bajadas Aeropuerto Internacional "Heriberto Jara" Autopista Veracruz Cordoba Autopista Veracruz Xalapa Libertad de Exprecion AMAPOLAS Campestre Malbran Amapola 2° Secc. Amapola 1° Secc. L O C A L I Z A C I O N N CARRETERA XALAPA - VERACRUZ MANUEL J.CLOUTHIER CALLE POTRERO 30.41 FRAC. "A" 94.02 FRAC. 3 "B" 108.79 FRAC. DOS Ejido las Bajadas 30.05 B. CONT. 8.00M CARRETERA XALAPA - VERACRUZ MANUEL J.CLOUTHIER CALLE POTRERO 30.41 FRAC. "A" 94.02 FRAC. 3 "B" 108.79 FRAC. DOS Ejido las Bajadas 30.05 B. CONT. 8.00M 2 1 5 5 4 7 8 9 B A C D 8.10 6 11 12 7.45 5 5 5 5 10 13 14 3 5 5 5 5 5 5 5 5 5 5 5 PLANTA DE CIMENTACION ESC:1:100 COT. MTS COLINDANCIA COLINDANCIA COLINDANCIA 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 7.65 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 B A D F E E F 5 5 5 7.00 7.05 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 NO S SO E SE NE N O C CONTRATISTA DE OBRA CIVIL. LAS PLANTILLAS SERAN REALIZADAS POR EL 2 2 2 f'c= 100 Kg/cm f'c= 200 Kg/cm 2 2 2 f'y= 2530 Kg/cm f'y= 4200 Kg/cm f'y= 4900 Kg/cm DE q=10 T/m 1.- VARILLA #2 A) CONCRETO B) ACERO DE REFUERZO NOTAS GENERALES: ESPECIFICACIONES DE ZAPATAS Y MUROS 1.- EN PLANTILLA 2.- EN CIMENTACION 2.- VARILLA #2.5 y MAYORES 3.- MALLA ELECTROSOLDADA CORRESPONDIENTES A CADA CEPA. LAS CEPAS Y INDICADO EN EL LOS DETALLES CON LOS EJES FIRME LIBRE DE MATERIA ORGANICA A UNA PROFUNDIDAD QUE GARANTICE UNA RESISTENCIA UNA PLANTILLA DE CONCRETO POBRE DE 5cm. ESP. 1.- TODA LA CIMENTACION SE DESPLANTA SOBRE 2.- DESPLANTAR CIMENTACION SOBRE TERRENO 3.- LAS CEPAS SE EXCAVARAN CONFORME A LO DESPLANTE DE ESTRUCTURA. LA CORONA DEL DADO DE LAS ZAPATAS PREFABRICADAS QUEDARA A UNA COMPACTACION DEL 95% PROCTOR. 4.- EL RELLENO DE LA CEPA DEBERA GARANTIZAR ESPECIFICACIONES EN CIMENTACION 1.- LA PLANTILLA DE CIMENTACION SIRVE PARA UNIFORMAR Y NIVELAR EL DESPLANTE DE UNA QUEDAR A UN MISMO NIVEL RESPECTO AL NIVEL 2.- TODAS LAS PLANTILLAS DE CIMENTACION DEBERAN DE PISO TERMINADO. (VER DETALLES DE ZAPATAS) 3.- EL NIVEL DE PISO TERMINADO SERA EL NIVEL DE NIVEL DE PISO TEMINADO. ZAPATA PREFABRICADA. DE PORTICO USANDO GROUT. DETALLLE DE NIVELACION DE COLUMNAS 1" 3/4" 5/8" 1/2" 3/8" 75 120 6 8 50 65 40 4 5 3 70 100 45 60 35 \A1;La TIPO "B" DIAMETRO NUMERO TRASLAPE ANCLAJE "A" Y "B" \A1;La TIPO "A" 25 25 2 1/4" TABLA DE VARILLAS ARMADO EN Z-1 CENTRAL Y ARMADO DADO D-2 # 5 Y 3E SECCION 45X60 # 10 3@20 5 6.70 5 5 5 5 5 0.30 5 5 5 5 0.30 1.45 5 #5@20 \f@Arial Unicode MS|b0|i0|c0|p34; L.B RELLENO COMPACTADO PLANTILLA e= 5 cm F'C= 100 KG/CM2 N.P.T. +0.00 #3@20 L.B COT. MTS 0.60 5 5 5 0.2 5 5 5 5 5 ESC:1:125 COT. MTS 10d#5 E#3@20 5 5 5 5 5 5 5 5 5 #4@20 RELLENO COMPACTADO PLANTILLA e= 5 cm F'C= 100 KG/CM2 N.P.T. +0.00 10d#5 E#3@20 PLACA DE 3/4" ARMADO DADO D-1 # 5 Y 2E SECCION 60X45 # 10 3@20 0.60 5 0.50 5 ESC:1:125 COT. MTS 5 5 5 5 RELLENO COMPACTADO PLANTILLA e= 5 cm F'C= 100 KG/CM2 ESC:1:25 COT. MTS 4 ANCLAS DE 1" DADO DE ZAPATA COLUMNA DE PORTICO EXPANSOR DEL TIPO "FESTER GROUT NM" FIRME DE CONCRETO F'C=150KG/CM2 C-1 C-1 C-1 K-1 Z-5 K-1 K-1 K-1 Z-2 Z-2 5 5 5 5 C-1 C-1 C-1 K-1 Z-5 K-1 Z-2 5 5 5 K-1 K-1 Z-2 K-1 K-1 5 Z-6 5 5 5 N.P.T. +0.20 ESC:1:25 COT. MTS RODAPIE Z-6 K-1 K-1 Z-2 5 5 5 5 Z-5 C-1 Z-4 K-1 C-1 5 5 C-1 C-1 C-1 Z-5 K-1 K-1 Z-2 5 5 5 5 5 C-1 Z-5 5 5 Z-5 5 C-1 C-1 5 K-1 K-1 Z-2 5 K-1 K-1 Z-2 C-1 Z-5 5 5 C-1 5 5 K-1 K-1 Z-2 C-1 5 C-1 5 5 5 C-1 Z-5 K-1 K-1 Z-2 C-1 5 C-1 Z-5 5 5 5 5 Z-1 C-1 Z-5 5 5 K-1 K-1 Z-2 K-1 C-1 Z-5 5 5 5 5 C-1 C-1 C-1 5 5 5 5 C-1 5 Z-5 K-1 K-1 K-1 Z-2 K-1 K-1 Z-2 5 5 C-1 5 C-1 C-1 C-1 K-1 K-1 K-1 C-1 C-1 C-1 C-1 5 5 5 5 5 5 5 5 Z-1 Z-1 K-1 Z-1 Z-1 Z-1 Z-1 Z-3 Z-4 5 C-1 Z-5 K-1 K-1 C-1 5 Z-3 Z-3 Z-3 Z-3 C-1 C-1 C-1 C-1 5 5 5 5 5 5 Z-5 Z-5 5 Z-4 C-1 C-1 5 5 5 Z-5 Z-4 Z-4 Z-4 Z-4 Z-4 C-1 C-1 K-1 K-1 K-1 K-1 5 5 5 5 C-1 C-1 C-1 5 5 5 K-1 K-1 Z-5 Z-5 5 5 5 5 C-1 C-1 C-1 5 K-1 K-1 Z-5 5 5 5 5 C-1 C-1 C-1 5 K-1 K-1 Z-5 5 5 5 5 C-1 C-1 C-1 5 K-1 K-1 Z-5 5 5 5 5 K-1 K-1 Z-4 K-1 C-1 Z-5 5 5 5 5 5 5 5 Z-5 C-1 C-1 Z-5 C-1 5 5 5 5 5 Z-5 C-1 5 5 Z-5 5 K-1 5 5 Z-5 K-1 K-1 K-1 K-1 Z-5 5 5 Z-6 K-1 K-1 K-1 K-1 K-1 5 5 K-1 K-1 K K K Z-6 Z-6 Z-6 Z-5 Z-5 Z-5 Z-5 Z-5 5 5 K K K K K K-1 Z-6 K-1 K-1 K-1 Z-5 5 K-1 C-1 5 C-1 C-1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C-1 C-1 Z-5 5 C-1 5 5 5 5 5 5 5 Z-5 C-1 C-1 C-1 5 5 Z-2 COLINDANTE ESC:1:25 ARMADO EN COT. MTS Z-4 COLINDANTE ESC:1:25 ESC:1:25 COT. MTS ARMADO RAMPA DE ESCALERAS FIRME N.P.T. +0.20 RELLENO COMPACTADO PLANTILLA e= 5 cm F'C= 100 KG/CM2 N.P.T. +0.00 UTILERIA SALA EXHIBICION 2 3 5 #3@15 #3@30 5 5 #3@30 5 #3@30 #3@15 #3@30 N. PLANTA ALTA #3@30 #3@15 #3@30 5 2#4 E#3@20 TL-1 2#4 Z-2 Z-1 5 5 5 5 5 5 5 1.45 5 #4@20 RELLENO COMPACTADO PLANTILLA e= 5 cm F'C= 100 KG/CM2 N.P.T. +0.00 d#4 E#3@20 PLACA DE 3/4" ARMADO EN Z-3 CENTRAL COT. MTS ESC:1:25 Z-3 Z-3 Z-3 Z-3 Z-3 Z-3 Z-3 TL-1 TL-1 TL-1 TL-1 TL-1 TL-1 #6@20 ARMADO TRABE DE LIGA TL1 6#4 Y E#3@20 SECCION 25X50 0.50 5 0.40 5 ESC:1:125 COT. MTS 5 5 5 TL-1 TL-1 TL-1 2#4 ARMADO COLUMNA C1 6#3 Y E#2@15 SECCION 20x25 0.25 ESC:1:125 COT. MTS 0.20

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features
Tags	anchored, autocad, base, cellars, columns, DETAIL, details, DWG, FOUNDATION, foundations, fundament, plant, shoes, steel