Detail Of Foundation DWG Detail for AutoCAD

Detail Of Foundation DWG Detail for AutoCAD

Construction detail of typical foundation specifications and standards based on Guatemalan

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

minimum, reinforcements, do not leave litter loose soil in the if necessary compact with select, prederible filling with select compacted in very humid places to use, subfloor in very humid places use concrete, handle mortar, interior floor, high humidity can be, approx, detail of concentric running foundation, minimum, reinforcements, do not leave litter loose soil in the if necessary compact with select, prederible filling with select compacted in very humid places to use, subfloor in very humid places use concrete, handle mortar, interior floor, high humidity can be, approx, see text together in boundaries, of the, reinforcements, picture, simplified method, width of foundation run according to lifting of block, for floors of acceptable quality greater capacity, way of use: according to the characteristics of the block lift read the type of foundation run. then look at the box for reinforcement thickness., block type, wall thickness, block class, mortar placement, block dt, block dt, block dt, block dt, block ut, block dt, block ut dt, full bed, partial bed, all cells with graunt, notes: block dt: the central partition of the unit is double block ut: the central partition of the unit is simple, Calculation parameters: see the number of technical support units weight structure width of foundation calculated according to the capacity of the lifted support capacity, picture, simplified method, width of foundation run eccentric of edge according to the raising of block, for floors of acceptable quality greater capacity, way of use: according to the characteristics of the block lift read the type of foundation run. then look at the box for reinforcement thickness., block type, wall thickness, block class, mortar placement, block dt, block dt, block dt, block dt, block ut, block dt, block ut dt, full bed, partial bed, all cells with graunt, notes: block dt: the central partition of the unit is double block ut: the central partition of the unit is simple, Calculation parameters: See the number of technical support units. Weight structure width of foundation calculated according to the capacity of the raised support capacity with, picture, dimensions reinforced concrete reinforcement, form of use: determine the type of foundation run with concrete box reinforcement grade, kind, longitudinal reinforcement, transverse reinforcement, picture, reinforced concrete, form of use: determine the type of foundation run with concrete box reinforcement grade, kind, longitudinal reinforcement, transverse reinforcement, picture, shoe for loading mounts isolated columns, number of beams reaching the loading head, inner shoe, level, beam, beams, number of beams reaching the isolated column, beam, beams, picture, worksheet, inner shoe, kind, size, thickness, reinforcement, kind, size, reinforcement, thickness, detail of eccentric running foundation, shoe detail

Raw text data extracted from CAD file:

0.10 0.07 0.06 0.07 0.06 0.10 0.0999999999999091 0.0699999999999932 (CUADRO 6-F) T 0.0600000000000023 B (CUADRO 6-E) 0.07 MINIMO REFUERZOS VER PLANILLA CUADRO 6-F NO DEJAR BASURA O TIERRA SUELTA EN LA ZANJA, SI ES NECESARIO COMPACTE CON SELECTO O SUELO-CEMENTO RELLENO PREDERIBLE CON SELECTO COMPACTADO O EN LUGARES MUY HUMEDOS USAR SUELO-CEMENTO CONTRAPISO DE SUELO-CEMENTO O EN LUGARES MUY HUMEDOS UTILIZAR CONCRETO MORTERO DE PEGA PISO INTERIOR SOLERA DE HUMEDAD ALTO PUEDE SER 0.15 APROX DETALLE DE CIMIENTO CORRIDO CONCENTRICO 5 (CUADRO 6-F) T 5 B (CUADRO 6-E) 0.07 MINIMO REFUERZOS VER PLANILLA CUADRO 6-F NO DEJAR BASURA O TIERRA SUELTA EN LA ZANJA, SI ES NECESARIO COMPACTE CON SELECTO O SUELO-CEMENTO RELLENO PREDERIBLE CON SELECTO COMPACTADO O EN LUGARES MUY HUMEDOS USAR SUELO-CEMENTO CONTRAPISO DE SUELO-CEMENTO O EN LUGARES MUY HUMEDOS UTILIZAR CONCRETO MORTERO DE PEGA PISO INTERIOR SOLERA DE HUMEDAD ALTO PUEDE SER 0.15 5 APROX 0.03 VER TEXTO JUNTA EN LINDEROS L D L (CUADRO 6-G) T (CUADRO 6-G) (CUADRO 6-G) (PLANILLA 6-H) (DISTANCIA DEL REFUERZO) REFUERZOS VER PLANILLA CUADRO 6-H CUADRO 6-E1 METODO SIMPLIFICADO ANCHO DE CIMIENTO CORRIDO SEGUN EL LEVANTADO DE BLOCK PARA SUELOS DE CALIDAD ACEPTABLE - CAPACIDAD 10 TM/M2 O MAYOR FORMA DE USO: SEGUN LAS CARACTERISTICAS DEL LEVANTADO DE BLOCK LEER EL TIPO DE CIMIENTO CORRIDO. LUEGO BUSQUE EN EL CUADRO 6-F EL ANCHO, ESPESOR Y REFUERZO. TIPO DE BLOCK ESPESOR DE PARED CLASE DE BLOCK COLOCACION DE MORTERO A B C BLOCK DT 19 BLOCK DT 14 BLOCK DT 19 BLOCK DT 14 BLOCK UT BLOCK DT BLOCK UT O DT BLOCK UT O DT 19 14 19 14 LECHO COMPLETO LECHO COMPLETO LECHO PARCIAL LECHO PARCIAL LECHO PARCIAL LECHO PARCIAL TODAS LAS CELDAS CON GRAUNT CC6 CC4 CC2 CC4 CC3 CC1 CC5 CC2 CC3 CC1 CC2 CC3 CC5 CC3 CC1 CC3 CC2 CC1 CC7 CC6 CC2 CC6 CC4 CC3 NOTAS: BLOCK DT: EL TABIQUE CENTRAL DE LA UNIDAD ES DOBLE BLOCK UT: EL TABIQUE CENTRAL DE LA UNIDA ES SIMPLE PARAMETROS DE CALCULO: VER FASCICULO DE AGIES DE SOPORTE TECNICO PESO ESTRUCTURA 1800 LB/M2 ANCHO DE CIMIENTO CALCULADO CONFORME A LA CAPCIDAD DEL LEVANTADO CAPACIDAD SOPORTE 10TM/M2 CUADRO 6-E2 METODO SIMPLIFICADO ANCHO DE CIMIENTO CORRIDO EXCENTRICO DE LINDERO SEGUN EL LEVANTADO DE BLOCK PARA SUELOS DE CALIDAD ACEPTABLE - CAPACIDAD 10 TM/M2 O MAYOR FORMA DE USO: SEGUN LAS CARACTERISTICAS DEL LEVANTADO DE BLOCK LEER EL TIPO DE CIMIENTO CORRIDO. LUEGO BUSQUE EN EL CUADRO 6-F2 EL ANCHO, ESPESOR Y REFUERZO. TIPO DE BLOCK ESPESOR DE PARED CLASE DE BLOCK COLOCACION DE MORTERO A B C BLOCK DT 19 BLOCK DT 14 BLOCK DT 19 BLOCK DT 14 BLOCK UT BLOCK DT BLOCK UT O DT BLOCK UT O DT 19 14 19 14 LECHO COMPLETO LECHO COMPLETO LECHO PARCIAL LECHO PARCIAL LECHO PARCIAL LECHO PARCIAL TODAS LAS CELDAS CON GRAUNT CC8-L CC6-L CC3-L NOTAS: BLOCK DT: EL TABIQUE CENTRAL DE LA UNIDAD ES DOBLE BLOCK UT: EL TABIQUE CENTRAL DE LA UNIDA ES SIMPLE PARAMETROS DE CALCULO: VER FASCICULO DE AGIES DE SOPORTE TECNICO PESO ESTRUCTURA 1800 LB/M2 ANCHO DE CIMIENTO CALCULADO CONFORME A LA CAPCIDAD DEL LEVANTADO CAPACIDAD SOPORTE 10TM/M2 CON SOBRE-ESFUERZO DE 50% CC6-L CC4-L CC2-L CC7-L CC5-L CC3-L CC5-L CC3-L CC2-L CC7-L CC5-L CC2-L CC5-L CC3-L CC1-L CC9-L CC8-L CC5-L CC8-L CC6-L CC3-L CUADRO 6-F1 DIMENSIONES Y REFUERZOS DE CIMIENTO CORRIDO FORMA DE USO: DETERMINE EL TIPO DE CIMIENTO CORRIDO CON EL CUADRO 6-E1 CONCRETO 210 ---- REFUERZO GRADO 40 TIPO B T REFUERZO LONGITUDINAL REFUERZO TRANSVERSAL CC7 CC6 CC5 CC4 CC3 CC2 CC1 1.00 0.80 0.70 0.60 0.50 0.40 0.30 0.20 0.18 0.18 0.18 0.18 0.18 0.18 #3@0.18 #3@0.20 #3@0.22 #3@0.25 #3@0.25 #3@0.25 #3@0.25 5#3 4#3 4#3 4#3 3#3 3#3 3#3 CUADRO 6-F2 DIMENSIONES Y REFUERZOS DE CIMIENTO CORRIDO DE LINDERO FORMA DE USO: DETERMINE EL TIPO DE CIMIENTO CORRIDO CON EL CUADRO 6-E1 CONCRETO 210 ---- REFUERZO GRADO 40 TIPO B T REFUERZO LONGITUDINAL REFUERZO TRANSVERSAL 0.90 0.80 0.70 0.60 0.50 0.40 0.30 0.20 0.18 0.18 0.18 0.18 0.18 0.18 #3@0.18 #3@0.20 #3@0.25 #3@0.25 #3@0.25 #3@0.25 #3@0.25 6#3 4#3 4#3 4#3 3#3 3#3 3#3 CC9-L CC8-L CC7-L CC6-L CC5-L CC4-L CC3-L CC2-L CC1-L 1.35 1.00 0.22 0.18 #3@0.28 #3@0.25 3#3 3#3 CUADRO 6-G ZAPATAS PARA MOCHETAS DE CARGA Y COLUMNAS AISLADAS NUMERO DE VIGAS QUE LLEGAN A LA MOCHETA DE CARGA ZAPATA INTERIOR ZAPATA INTERIOR 1 NIVEL 2 NIVEL 3 NIVEL 1 NIVEL 2 NIVEL 3 NIVEL 1 VIGA 2 VIGAS 3 VIGAS Z1 Z2 Z3 Z2 Z4 Z5 Z3 Z5 Z7 Z1-L Z2-L Z3-L Z2-L Z4-L Z5-L NUMERO DE VIGAS QUE LLEGAN A LA COLUMNA AISLADA 1 VIGA 2 VIGAS 3 VIGAS 4 VIGAS Z1 Z2 Z3 Z2 Z4 Z5 Z3 Z5 Z7 Z4 Z6 Z8 Z1-L Z2-L Z3-L Z2-L Z4-L Z5-L Z3-L Z5-L Z6-L CUADRO 6-H PLANILLA DE ZAPATAS-TIPO ZAPATA INTERIOR ZAPATA INTERIOR TIPO TAMAÑO ESPESOR REFUERZO Z1 Z2 Z3 Z4 Z5 Z6 Z7 Z8 TIPO TAMAÑO REFUERZO ESPESOR 0.50 0.70 0.85 1.00 1.20 1.40 1.50 1.70 0.18 #3@0.20 0.18 0.20 0.20 0.25 0.30 0.35 0.40 #3@0.20 #4@0.30 #4@0.30 #4@0.25 #4@0.20 #5@0.28 #5@0.25 Z1-L Z2-L Z3-L Z4-L Z5-L Z6-L 0.60 0.80 1.00 1.20 1.40 1.70 0.18 0.20 0.20 0.25 0.30 0.40 #3@0.20 #3@0.20 #4@0.30 #4@0.25 #5@0.25 #4@0.20 DETALLE DE CIMIENTO CORRIDO EXCENTRICO DETALLE DE ZAPATA

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete
Measurement Units
Footprint Area
Building Features
Tags	autocad, base, based, calzaduras, construction, DETAIL, DWG, footings, FOUNDATION, foundation details, foundations, fundament, specifications, standards, typical