Detail Of Foundations DWG Detail for AutoCAD

Detail Of Foundations DWG Detail for AutoCAD

Foundation details

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

plant, nfp, nfp, peaceful street, av. of Dec, pasaje caceres, av. Venezuela, jiron union, hospitalization unit foundation sector, meeting, meeting, nfp, see detail, beam of, ceiling, detail, nfp, sobrecimiento, shoe, brick wall after stripping tie the columns with wicks each row. wall bordered by columns beams., detail mooring between brick wall, portico column head, column, bricks in american mooring, place the couple backwards, tarrajeo, American mooring detail, every course, every course, brick wall lift after stripping tie up the columns with wicks each row see detail, note, Seismic coefficients, of ductility:, of acceleration, of use, kind, predominant, of zone, hospitalization, zusc, sec., beams columns banked:, Specifications, coatings, …. see soil study, width to, opposite face cms. to the, on ground cms. to the, f’c except indication, nfp, longitudinal detail of, esc, of the foundation beams, nfp, detail of a foundation for partition walls, concrete foundation cyclopean cmto.: stone stone max., nfp, in the partitions, in the vain, subzapata cmto: stone hgon max., firm terrain, for wide wall, important, check dimensions, in architectural plans, for location of columns of reinforcement of partitioning see plans of architecture plants., for partitioning traces, Note: every shoe bottom level is

Raw text data extracted from CAD file:

\A1;.60 \A1;.30 \A1;.30 \A1;.60 \A1;.30 \A1;.30 \A1;3.80 \A1;4.50 \A1;4.50 \A1;3.80 \A1;5.20 \A1;.80 \A1;3.40 \A1;1.80 \A1;2.25 \A1;.35 \A1;6.60 \A1;.60 \A1;.30 \A1;.65 \A1;.80 \A1;.80 \A1;.60 \A1;. \A1;.60 \A1;. \A1;.10 \A1;.10 \A1;.50 \A1;.30 \A1;.30 \A1;.50 \A1;.30 \A1;.04 \A1;1.00 \A1;.70 \A1;.30 \A1;.30 \A1;.10 \A1;.50 \A1;.10 \A1;.10 \A1;.30 \A1;.15 \A1;.80 \A1;.10 \A1;.10 \A1;.30 \A1;.80 \A1;1.20 \A1;.15 \A1;.60 \A1;VER PLANTA \A1;VER PLANTA \A1;.20 \A1;.20 \A1;1.00 \A1;1.00 \A1;2.15 \A1;1.30 \A1;2.65 \A1;.80 \A1;2.00 \A1;2.20 \A1;3.20 \A1;2.15 \A1;9.00 \A1;5.20 \A1;2.15 \A1;1.70 \A1;1.20 \A1;2.00 \A1;2.40 \A1;.60 \A1;.10 \A1;.10 \A1;.60 \A1;.50 \A1;.13 \A1;.13 \A1;.90 \A1;1.20 \A1;.90 \A1;.80 \A1;.90 \A1;1.30 \A1;1.00 \A1;.60 \A1;.50 \A1;1.30 \A1;.90 \A1;1.20 \A1;.40 0.6030476530909936 d3/8": 1@.10 4d3/4"+ Rto.@.30 VC-1 (.30x.60) 0.2971729548523626 0.2974881802011623 NFP 0.6030476530909936 d3/8": 1@.10 4d5/8"+ Rto.@.30 VC-2 (.30x.60) 0.2971729548523626 0.2974881802011793 NFP 19` 21 21` 24 24` 26 3.799999999998647 4.500001450853574 4.499998549146483 3.800000000000011 5.199999999999989 VC-2 (.30x.60) VC-2 (.30x.60) VC-2 (.30x.60) VC-2 (.30x.60) VC-2 (.30x.60) (.30x.60) (.30x.60) (.30x.60) (.30x.60) C8 C8 C8 C8 C2 C2 C2 C2 C2 C2 C5 C5 C1 C1 C6 C4 C1 C1 C6 C6 h=.60 VC-3 (.65x.60) C7 C7 C8 C8 C8 C8 1.000000000000227 0.9999999999997726 2.150000000000034 <> 1.300000000000296 2.650000000000034 0.797694625955387 0.8000000000000682 d5/8"@.20 (SUP.) d5/8"@.20 (INF.) Z2 Z1 Z3 Z3 Z3 Z4 Z4 Z4 Z4 Z4 CALLE PACIFICO A1 A2 A3 B1 C1 C2 C3 C4 I2 I3 I1 AV. 9 DE DIC. PASAJE CACERES AV. VENEZUELA JIRON UNION E1 NPT+59.35 UNIDAD DE HOSPITALIZACION SECTOR B3 NPT+59.35 - CIMENTACION B3 JUNTA 5.0cm 3.399999999999977 1.799999999999955 2.0 2.199999999999989 19 18 3.200000000000045 2.150000000000006 2.25 Z6 Z6 h=.60 h=.60 0.3499999999999659 VC-3 (.65x.60) VC-1 VC-1 VC-2 VC-2 C7 C7 C7 C7 C8 C8 C8 C8 JUNTA 5.0cm Q P O 9.0 6.599999999999909 5.200000000000529 VC-1 VC-1 VC-2 VC-2 0.6030476530909936 d3/8": 1@.10 8d3/4"+ Rto.@.30 VC-3 (.65x.60) 0.2971729548523626 0.6506883006034456 NFP 1 1 1 1 d5/8"@.25 (INF.) d5/8"@.25 (INF.) 2.150000000000034 1.700000000000045 d5/8"@.25 (INF.) d5/8"@.25 (INF.) d5/8"@.25 (INF.) 5 1.2000000000005 d5/8"@.20 d5/8"@.20 (SUP.) d5/8"@.20 (INF.) d5/8"@.20 0.797694625955387 0.8000000000000682 4 4 4 4 4 (INF.) (INF.) 1 1 1 3 3 3 3 Z1 Z1 Z1 Z1 Z1 Z2 Z2 Z2 2.0 2.400000000000091 d5/8"@.25 (INF.) VER DETALLE 2 0.602418526147062 0.5964176388904888 5 0.1001517270517979 0.1016880064210909 6 d8mm @.10 VC-1 0.602418526147062 0.5964176388904888 5 0.1001517270517979 0.1016880064210909 6 d8mm @.10 VIGA DEL TECHO 0.5017927060412376 DETALLE 2 B 0.3015238265454968 d8mm: @.25 4d5/8"+ CORTE-B 0.2974881802011623 NFP SOBRECIMIENTO ZAPATA VC-1 0.5023736989208828 0.5023736989208828 A MURO LADRILLO (TIPO V) DESPUES DE DESENCOFRAR VIGAS, AMARRAR A LAS COLUMNAS CON MECHAS 2d1/4" CADA 4 HILADAS. MURO CONFINADO POR COLUMNAS Y VIGAS. DETALLE 1 : AMARRE ENTRE MURO LADRILLO CABEZA Y COLUMNA DE PORTICO 5 COLUMNA a LADRILLOS EN AMARRE AMERICANO CORTE-A (PLANTA) 0.1325149205140178 0.0399959999999737 0.1250676129205885 COLOCAR LA PAREJA AL REVES CORTE-a (ELEVACION TRANSVERSAL) TARRAJEO DETALLE DEL AMARRE AMERICANO "MECHAS" 2d1/4" CADA 4 HILADAS h=.60 C3 C1 0.8999991678805941 1.200002200456908 d5/8"@.25 (INF.) 1.000000000000114 0.8999999999999773 0.8000000000000682 0.8999999999998636 5 1.300000000000011 d5/8"@.25 (INF.) 0.6999999999999886 0.2999991517453964 1.000000200808699 0.5999997991913233 d5/8"@.25 (INF.) 0.4964363337330667 5 "MECHAS" 2d1/4" CADA 4 HILADAS MURO DE LADRILLO (TIPO IV) LEVANTAR DESPUES DE DESENCOFRAR VIGAS, AMARRAR A LAS COLUMNAS CON MECHAS 2 d1/4", CADA 4 HILADAS VER DETALLE 1 NOTA 1 COEFICIENTES SISMICOS -COEFICIENTES DE DUCTILIDAD: -ESPECTRO DE ACELERACION -FACTOR DE USO -SUELO TIPO S2 -PERIODO PREDOMINANTE -FACTOR DE ZONA HOSPITALIZACION g R R=7.00 Sa= ZUSC U=1.50 S=1.20 Z=0.30 Tp=0.60 seg. COLUMNAS Y VIGAS PERALTADAS: ESPECIFICACIONES RECUBRIMIENTOS = 1.50 Kg/cm2 .... VER ESTUDIO DE SUELOS ancho >.25 4cm AL ancho <.15 2.5cm AL CARA OPUESTA 3 cms. AL d SOBRE SUELO 8 cms. AL d f'c = 210 Kg/cm2 SALVO INDICACION t fy = 4200 Kg/cm2 NFP DETALLE LONGITUDINAL DEL d ESC. 1/25 0.2974158109308291 0.1000000000000227 0.5 0.1000000000000227 DE LA VIGAS DE CIMENTACION 0.1000000000000227 5 2d1/2" NFP 0.1499999999999773 .20 0.7999999999999545 d8mm@.30 DETALLE DE CIMIENTO CORRIDO PARA TABIQUERIA ESC.:1/25 CIMIENTO CONCRETO CICLOPEO CMTO.:HGON 1:8 + 25% DE PIEDRA 8" MAX. (TIPICO) 0.1000000000000227 0.1000000000000227 0.3000000000000114 NFP 0.7999999999999545 1.199999999999989 0.1500000000000341 0.6000000000000227 2d1/2"+ d8mm@.30 f'c=210kg/cm2 5 .20 EN LOS TABIQUES EN LOS VANOS 5 0.1999999999999886 0.1999999999999886 SUBZAPATA CMTO:HGON (1:12 ) 30% PIEDRA 8" MAX. TERRENO FIRME TERRENO FIRME B2 B3 B4 (SOLO PARA MURO ANCHO .30) IMPORTANTE VERIFICAR DIMENSIONES EN PLANOS DE ARQUITECTURA PARA UBICACION DE COLUMNAS DE REFUERZO DE TABIQUERIA VER PLANOS DE PLANTAS DE ARQUITECTURA. PARA TRAZOS DE TABIQUERIA NOTA: Todos los niveles de fondo de zapata (NFZ) es 58.30

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, DETAIL, details, DWG, FOUNDATION, foundations, fundament