Details Foundation Beams DWG Detail for AutoCAD

Details Foundation Beams DWG Detail for AutoCAD

Details foundation beams

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

detail, scale, plant, architecture, detail, no m, sidewalk, run, no m, run, no m, refuse, run, of foundry, second stage, of foundry, first stage, no crown, no m, reinforcement, sidewalk, rec., block wall, baston type, sidewalk, crown. do not, in shoe, sidewalk, sticks only where indicated in beam development, additional rod, beam rods, general reinforcement of slab, reinforcement see, detail, edge reinforcement:, curb edge, edge reinforcement:, no m, no crown, curb edge, sidewalk, reinforcement, reinforcement see, rec., detail, ref. slab, development of, reinforcement see, section, level, do not., perimeter beam, scale, interior beam, scale, scale, detail, scale, detail, scale, plant, scale, scale, plant, column, axis, axis, axis, interior wall, block wall, from tablayeso, ref. do not., sidewall protection, legs, of columns, legs, in both ways, Barrette, later, of thickness, longitude of, Barrette, longitude of, Barrette, typical section, cleaning layer, typical section, cleaning layer, cross-section baptismal font, cleaning layer, column shoe, cleaning layer, column shoe, prior to the start of the foundation work, a cleaning layer of cms must be fused. with a, prior to the start of foundation work the builder should read study study report, concrete f ‘, of soils developed by the ing., references, see development foundation beams on sheet no., see general specifications for sheet materials no., specific notes, symbology, all the perimeter sidewalk of the buildings will have a slope in the direction of the wall towards, the curb, concrete used on sidewalks should have an f’c, notes, see location non-leaf foundation beams.

Raw text data extracted from CAD file:

DETALLE A ESCALA 1:100 230 A 123 2 A 123 \A1;0.76 \A1;0.21 \A1;0.14 \A1;0.10 \A1;0.30 \A1;0.50 \A1;0.25 \A1;0.25 \A1;0.05 \A1;0.20 C:\WORKACAD AISES\GUAT\G & M\VALPARAISO\VALPARAISO.000 PLANTA PLANTA PLANTA 000 ARQUITECTURA DETALLE 0.22 0.25 0.35 0.10 0.25 0.10 0.25 0.22 0.25 0.25 0.04 1.26 No 3 @ 0.30 m. ACERA 0.10 0.04 0.04 0.04 0.15 0.04 0.04 CORRIDA 0.15 0.15 No 3 @ 0.30 m. 1 No 5 1 No 5 CORRIDA No 3 @ 0.30 m. REF LOSA 1 No 5 CORRIDA 0.14 DE FUNDICION SEGUNDA ETAPA DE FUNDICION PRIMERA ETAPA No 3 @ 0.15 0.20 0.92 No 3 @ 0.15 0.12 No 3 @ 0.15 0.15 0.50 0.30 0.50 0.23 0.25 2 No 3 + CORONA No 2 @ 0.15 m. REFUERZO DE ACERA 0.25 1.26 REC. 0.08 PARED DE BLOQUE -0.4374225029711702 -0.4374225029711702 BASTON TIPO "C" o "F" ACERA CORONA. No 3 EN ZAPATA ACERA 0.075 BASTONES SOLO DONDE SE INDIQUE EN DESARROLO DE VIGA VARILLA SUPLEMENTARIA VARILLAS CORRIDAS EN VIGA REFUERZO GENERAL DE LOSA 0.14 0.21 0.07 REFUERZO VER DETALLE 1 REFUERZO DE BORDE: BORDE DE ACERA 0.50 REFUERZO DE BORDE: 0.07 0.25 0.25 0.23 No 2 @ 0.15 m. 2 No 3 + CORONA BORDE DE ACERA DE ACERA REFUERZO 0.30 0.50 REFUERZO VER REC. 0.08 DETALLE 1 1.26 REF. LOSA (SEGUN DESARROLLO DE VIGA) 0.50 0.07 0.23 REFUERZO VER SECCION "D" NIVEL -0.92 2 No. 3 1 No. 4 1 No. 4 2 No. 3 VIGA PERIMETRAL A ESCALA 1:10 405 VIGA INTERIOR B ESCALA 1:10 405 C ESCALA 1:25 405 DETALLE DETALLE 1 ESCALA 1:10 407 DETALLE D ESCALA 1:10 405 PLANTA 2 ESCALA 1:10 405 3 ESCALA 1:10 405 PLANTA D 407 D 407 COLUMNA C-1 COLUMNA C-1 DE 0.15 x 0.19 x 0.39 EJE 1 407 EJE 0.20 EJE EJE EJE EJE EJE PARED INTERIOR D 407 PARED DE BLOQUE DE TABLAYESO REF. No. 3 A/C 0.30 PROTECCION LATERAL DE CIMIENTO ACERA PATAS DE COLUMNAS DE COLUMNAS PATAS EN AMBOS SENTIDOS 0.10 -0.4374225029711702 -0.0375000000000014 0.25 PASADOR -1.213635694021203 POSTERIOR 0.05 DE ESPESOR LONGITIUD DE PASADOR LONGITIUD DE PASADOR 0.20 0.15 x 0.19 x 0.39 SECCION TIPICA CAPA DE LIMPIEZA CAPA DE LIMPIEZA SECCION TIPICA VC-C.3 VC-C.1 CAPA DE LIMPIEZA CAPA DE LIMPIEZA SECCION TRANSVERSAL PILA BAUTISMAL CAPA DE LIMPIEZA ZAPATA PARA COLUMNA C-1 CAPA DE LIMPIEZA ZAPATA PARA COLUMNA C-1 ZAPATA PARA COLUMNA C-1 - PREVIO AL INICIO DE LOS TRABAJOS DE CIMENTACION SE DEBERA FUNDIR UNA CAPA DE LIMPIEZA DE 4 cms. CON UN - PREVIO AL INICIO DE LOS TRABAJOS DE CIMENTACION EL CONSTRUCTOR DEBERA LEER Y ESTUDIAR EL INFORME DEL ESTUDIO CONCRETO f' c 140 Kg/cm DE SUELOS DESARROLLADO POR EL Ing. REFERENCIAS - VER DESARROLLO VIGAS DE CIMENTACION EN HOJA No. 406 - VER ESPECIFICACIONES GENERALES PARA MATERIALES EN HOJA No. 401 2 NOTAS ESPECIFICAS SIMBOLOGIA - TODA LA ACERA PERIMETRAL DE LOS EDIFICIOS TENDRA UNA PENDIENTE DEL 2 % EN DIRECCION DEL MURO HACIA EL BORDILLO - EL CONCRETO A UTILIZAR EN LAS ACERAS DEBERA TENER UN f'c = 210 Kg/cm NOTAS 2 - VER UBICACION VIGAS DE CIMENTACION EN HOJA No. 405

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete
Measurement Units
Footprint Area
Building Features	A/C
Tags	autocad, base, beams, DETAIL, details, DWG, FOUNDATION, foundations, fundament