Foundations DWG Detail for AutoCAD

Foundation – Several details

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

rto., nfp., pool, basic rules of seismoresistant design., the design has been made according to title viii of r.n.c. the, the constructive procedures will be done in accordance with the, established by the national building regulations, design construction, should be presented special care the correct placement within, of the formwork of all indicated irons., other elements that should be embedded in the concrete., these elements should be well insured avoid so, move during the concrete placement process., the formwork should be sufficiently waterproof as, to prevent losses of grout mortar., the internal face of the formwork must be clean, free of particles, diverse, hours., the minimum deadlines for removal of formwork elements, will be governed by the following times, sides of beams columns, Beam bottom to m. of light., days., characteristics of the formwork, removal of formwork, demolition formwork, structural columns, beams, shoes, cm., confinement columns, cm., coatings, foundation beams, cm., cg hg, foundation, npt, nfp., nfp., foundation plane, scale, esc., shoe detail, cg hg, foundation, npt, section, filling, npt, filling, cg hg, foundation, npt, section, foundation details, nfp:, nv:, var., var., section, scale, of plate, variable, scale, mesh, ntn:, mesh, ntn:, mesh, stirrups, column table, dimension, kind, rto., rto., rto., rto., rto., rto., considered a zone of low stress, splicing length, considered a zone of high efforts but that, it is less than that of the rods, splicing length, overlapping splices for columns, before starting the second day clean moisten of absorption of the units of, morteo: c: a: joints cm. as maximum, for a better fit for the second day fill height for solid units., mortar brick specification, of drain p.v.c., column, pipeline plant, horizontally anchored courses min., shoe, filling with own material compacted in layers of, overcoming, foundation, flooring, nd:, nfp:, npt:, ntn:, scale, typical shoe, additional, kind, carrying capacity:, grade corrugated steel, stairs cm., simple concrete p. m. max., Surpluses:, beams columns cm., shoes cm., covering:, concrete large stone cyclopean g. max., foundations:, flooring: poor concrete, slabs alig. stairs, beams columns, shoes, Technical specifications, hooks, arc, length, hook, of the, hooks, length, hook, of the, scale, cross section of column, columneta detail

Raw text data extracted from CAD file:

\A1;2.00 \A1;1.55 \A1;1.30 \A1;2.25 \A1;1.59 \A1;1.80 \A1;1.38 \A1;2.48 \A1;1.75 \A1;1.80 \A1;1.38 \A1;2.48 \A1;1.63 \A1;1.75 \A1;1.63 \A1;2.00 \A1;1.55 \A1;1.28 \A1;2.28 \A1;1.59 \A1;R2.15 \A1;R1.55 \A1;R1.08 0.40 0.80 0.17 1.29 0.10 0.05 0.17 0.15 \A1;1.60 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.00 \A1;1.80 \A1;.90 \A1;1.60 \A1;1.60 \A1;1.20 \A1;1.10 \A1;.80 \A1;1.50 \A1;.80 \A1;1.00 \A1;1.00 0.80 0.17 0.40 1.29 0.15 0.12 0.05 0.15 0.12 0.05 0.15 0.80 0.17 0.40 1.29 0.15 0.05 0.40 0.80 0.17 1.12 0.10 \A1;.20 \A1;Var. \A1;.10 \A1;Var. \A1;.10 \A1;.10 \A1;.90 \A1;.40 \A1;.10 \A1;VARIABLE \A1;VARIABLE \A1;.40 \A1;.10 \A1;.25 \A1;.20 \A1;.80 \A1;.25 \A1;.20 \A1;.10 \A1;.30 \A1;.30 \A1;.15 \A1;.25 \A1;.30 \A1;.25 \A1;.30 \A1;.25 \A1;\U+2205.30 \A1;\U+2205.30 \A1;L \A1;2 a/3 \A1;a/6 \A1;a/6 \A1;L \A1;.25 \A1;.49 \A1;.20 \A1;.20 \A1;.25 \A1;h \A1;.80 \A1;.10 \A1;.20 \A1;1.50 \A1;.20 \A1;.30 \A1;.20 \A1;.40 \A1;.40 \A1;.17 \A1;.12 \A1;.05 \A1;.15 \A1;.20 \A1;.05 \A1;.05 \A1;.10 \A1;.10 \A1;.10 \A1;.10 \A1;.10 \A1;.10 \A1;.20 \A1;C \A1;D \A1;ARCO = A \A1;D \A1;A=ARCO \A1;C \A1;.25 \A1;.25 \A1;.10 \A1;.05 \A1;.10 \A1;.10 \A1;.10 \A1;.15 \A1;.15 \A1;.20 \A1;.20 \A1;.05 \A1;.10 \A1;.10 \A1;.10 \A1;.10 \A1;.15 \A1;.15 \A1;.20 \A1;.20 .10 .15 Ø 1/4":1@.05, 4@.10, 3@.15 Rto. @.20a/e 0.1499999999999773 5 2d3/8" C-1 A B C D G E F 5 5 5 5 5 5 A B C D G E F 1 2 3 4 5 5 5 5 5 1 2 3 4 5 5 5 5 5 5 5 5 5 5 5 Z-1 Z-1 Z-2 Z-2 Z-2 Z-2 Z-3 Z-3 Z-4 Z-4 Z-4 Z-4 Z-4 Z-2 Z-2 Z-2 Z-2 Z-5 Z-5 Z-5 Z-5 Z-6 Z-6 Z-7 Z-7 Z-7 Z-8 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-3 C-2 C-2 C-2 C-3 C-3 C-2 C-2 C-2 C-3 C-3 C-2 C-2 C-3 C-4 C-4 C-4 C-5 NFP. - 0.29 NFP. - 0.29 NFP. - 0.29 NFP. - 0.29 NFP. - 0.29 NFP. - 0.29 NFP. - 0.29 C0 C0 C0 C0 C0 C0 C0 C0 PISCINA 5 5 5 NORMAS BASICAS DE DISEÑO SISMORESISTENTE. EL DISEÑO SE HA REALIZADO DE ACUERDO AL TITULO VIII DEL R.N.C. Y A LAS LOS PROCEDIMIENTOS CONSTRUCTIVOS SE HARÁN EN CONCORDANCIA CON LO ESTABLECIDO POR EL REGLAMENTO NACIONAL DE CONSTRUCCIONES (R.N.C.). DISEÑO Y CONSTRUCCIÓN Debera presentarse especial cuidado a la correcta colocacion dentro del encofrado de todos los fierros indicados. Y otros elementos que deban quedar embutidos en el concreto. Estos elementos deberan estar bien asegurados y evitar asi que se desplacen durante el proceso de colocacion del concreto. Los encofrados deberan ser lo suficientemente impermeables como para impedir perdidas de lechada y mortero. La cara interior del encofrado debera estar limpia y libre de particulas diversas. 36 Horas. Los plazos minimos de remocion de los encofrados y elementos de sosten, se regira por los siguientes tiempos : - Costados de vigas y columnas : - Fondo de viga hasta 5.00 m. de luz. : 21 dias. CARACTERISTICAS DE LOS ENCOFRADOS REMOCION DE LOS ENCOFRADOS ENCOFRADOS Y DESENCOFRADOS COLUMNAS ESTRUCTURALES VIGAS ZAPATAS 4.00 cm. 4.00 cm. 7.50 cm. COLUMNAS DE CONFINAMIENTO 2.50 cm. RECUBRIMIENTOS VIGAS DE CIMENTACION 4.00 cm. 5 5 5 5 5 C:H 1:10 + 30% PG CIMIENTO CORRIDO 5 5 5 NPT : +0.34 1 1 C-6 C-6 C-6 C-6 C-6 C-6 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 3 3 3 3 4 4 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 4 4 3 3 3 3 3 3 4 4 4 4 NFP. - 1.90 3 3 NFP. - 0.22 3 3 5 5 5 5 5 5 N N N N PLANO CIMENTACIÓN ESCALA 1/50 5 5 d 12 mm (1/2") @ 0.15 d 12 mm (1/2") @ 0.15 5 5 d 12 mm (1/2") @ 0.15 d 12 mm (1/2") @ 0.15 Z-1 5 5 Z-2 Z-3 d 12 mm (1/2") @ 0.15 d 12 mm (1/2") @ 0.15 5 5 d12 mm (1/2") @ 0.15 d 12 mm (1/2") @ 0.15 Z-4 5 Z-5 5 5 d 12 mm (1/2") @ 0.15 d 12 mm (1/2") @ 0.15 Z-7 d12 mm (1/2") @ 0.15 d(1/2") @ 0.15 5 5 Z-6 d12 mm (1/2") @ 0.15 d(1/2") @ 0.15 5 5 5 d12 mm (1/2") @ 0.15 d(1/2") @ 0.15 Z-8 ESC. 1/25 DETALLE DE ZAPATAS C:H 1:10 + 30% PG CIMIENTO CORRIDO 5 5 5 5 5 5 5 5 NPT : +0.34 SECCIÓN 1-1 RELLENO 5 5 5 5 5 5 5 5 NPT : +0.34 RELLENO 5 5 5 5 5 C:H 1:10 + 30% PG CIMIENTO CORRIDO 5 NPT : +0.34 SECCIÓN 2-2 SECCIÓN 3-3 SECCIÓN 4-4 (Escala : 1/25) DETALLES DE CIMENTACIÓN NFP: -0.29 NV: -0.39 5 Var. 5 Var. 5 5 SECCIÓN 5-5 ESCALA 1/25 \LDETALLES DE PLACA 5 5 5 VARIABLE VARIABLE 5 5 5 5 \LN-N ESCALA 1/25 Malla d 3/8" @.15 5 NTN: ±0.00 Malla d \H1.333x;3/8" @.20 NTN: ±0.00 Malla d \H1.333x;3/8" @.15 Malla d \H1.333x;3/8" @.20 5 5 5 ESTRIBOS d 6mm 3/8", 1@ 0.05, 4@ 0.10, CUADRO DE COLUMNAS DIMENSION C1 TIPO C3 5 5 5 5 2Ø3/8" 2Ø3/8" C2 3Ø5/8" 3Ø5/8" 2@ 0.15 Rto. 0.20 5 5 3Ø5/8" 3Ø5/8" 5 5 2Ø5/8" 2Ø5/8" 2Ø1/2" C4 C5 C6 6Ø5/8" 5 4Ø5/8"+2Ø1/2" 5 d 6mm 3/8", 1@ 0.05, 4@ 0.10, 2@ 0.15 Rto. 0.20 d 6mm 3/8", 1@ 0.05, 4@ 0.10, 2@ 0.15 Rto. 0.20 d 6mm 3/8", 1@ 0.05, 4@ 0.10, 2@ 0.15 Rto. 0.20 d 6mm 3/8", 1@ 0.05, 4@ 0.10, 2@ 0.15 Rto. 0.20 d 6mm 1/4", 1@ 0.05, 4@ 0.10, 2@ 0.15 Rto. 0.20 * Considerado zona de esfuerzos bajos 40 cm 45 cm 60 cm 100 cm ø 1/2" ø 5/8" ø 3/4" ø 1" LONGITUD DE EMPALME (L) 2 a/3 a/6 a/6 L * Considerado zona de esfuerzos altos , pero que se empalma menos del 50% de las varillas 45 cm 55 cm 80 cm 130 cm LONGITUD DE EMPALME (L) ø 1" ø 3/4" ø 5/8" ø 1/2" L EMPALMES TRASLAPADOS PARA COLUMNAS ANTES DE EMPESAR LA SEGUNDA JORNADA LIMPIAR Y HUMEDECER (VERIFICAR % DE ABSORCION DE LAS UNIDADES DE LADRILLO) MORTEO: C:A: 1:4 JUNTAS =1.5 cm. COMO MAXIMO PARA UNA MEJOR ADERENCIA PARA LA SEGUNDA JORNADA LLENAR A 1/2 DE ALTURA ,SOLO PARA UNIDADES MACIZAS. ESPECIFICACION LADRILLO MORTERO \A1;TUBERIA DE DESAGUE d4" P.V.C. \A1;FALSA COLUMNA PLANTA -ARRIOSTRAMIENTO TUBERIA 5 d 1/4" @ 3 HILADAS ANCLADAS HORIZONTALMENTE MIN. 25cm. \A1;MURO (Escala : 1/25) ZAPATA Relleno con material propio compactado en capas de e=0.30m SOBRECIMIENTO CIMIENTO SOLADO (e=10cm) 3/8", 2@.05, 6@.10, Rto.@.20 C/E d1/2"@0.125 ND: -1.30 NFP: -0.29 NPT: -0.34 NTN: 0.00 5 5 5 5 5 5 ESCALA 1/25 5 5 \LDETALLE TIPICA DE ZAPATA 5 5 5 d3/8"@.20 Adicionales 5 h 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \LZAPATA TIPO Z1 Esf.=1.80 Kg/cm2 CAPACIDAD PORTANTE: Acero Corrugado Grado 60 FY=4200 Kg/cm2 LOSAS Y ESCALERAS 2.5 cm. Concreto simple 1:8 + 25% P. M. max. 4" SOBRECIMIENTOS: COLUMNAS Y VIGAS 4 cm. ZAPATAS 7.5 cm. RECUBRIMIENTO: Concreto ciclopeo 1:10 + 30% piedra grande G. max. 8" CIMIENTOS: Solado: concreto pobre 1:12 LOSAS ALIG. Y ESCALERAS F'C=210 Kg/cm2 COLUMNAS Y VIGAS F'C=210 Kg/cm2 ZAPATAS F'C=210 Kg/cm2 ESPECIFICACIONES TECNICAS GANCHOS A 90° C D ARCO = A 31.04 15.24 13.96 45.00 C(cm) 14.77 18.02 21.26 24.50 D(cm) 5.71 7.62 A(cm) 5.23 6.98 9.54 11.46 10.50 8.74 Longitud Gancho 20.00 25.00 del 30.00 35.00 1" 5/8" 3/8" 1/2" 3/4" D GANCHOS A 135° A=ARCO 25.40 50.00 Longitud C(cm) 9.53 12.70 20.00 Gancho 17.50 del 15.88 19.05 27.50 37.50 15.24 1" 5.08 D(cm) 3.81 11.43 6.35 3/4" 5/8" 23.02 A(cm) 6.73 8.97 11.22 17.92 C 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ESCALA 1/25 \LREFUERZO TRANSVERSAL DE COLUMNA DETALLE DE COLUMNETA (Escala 1/20)

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