Foundation DWG Detail for AutoCAD

HOUSING FOUNDATION WITH DETAIL

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

nfp, plant variable, variable height, shoe detail, scale, columns, armor, stirrups, column table, scale, reinforcement f and astm, steel, simple concrete, Specifications, foundations, cement mix: concrete e.g., fc, overeating, reinforced concrete, overloads, staircase: housing: roof terrace:, covering, beams: lightened slab flat beams: shoes:, thickness of cm. thickness of cm. thickness of cm., structure, fc, shoes, columns, beams, lightened slab, General notes: empty the columns tied the walls in a toothed form. avoid splicing overlaps in areas of maximum effort. curing the concrete by wet weather in a period not less than days for concrete type term no less days for crete produced with cements that have pozzolanic., fold, fold, fold, additional stirrups, on top in, additional stirrups, in cross, in you, in summit in him, beam, column, beam, column, beam, column, meetings of, esc .:, long bars. stirrups, esc .:, standard hooks, scale, stairway detail, npt, second tranche, first stretch, beams, overlap splices, rmin., they will not be spliced, more than the, same section., shall be located in the, stirrups, in columns, the splices, central third, armor in one, superior in, a length of, slab light, beam each side of, the support column., reinforcement joints, they will not be allowed, colum., slabs beams, column anchor in running foundation, scale, concrete cement large stone concrete, concrete cement, concrete mortar, foundations, scale, nfp, nfp, stirrup, npt, see table of stirrups, ntn, variable height, plant variable, sole, fc, scale, typical cut of shoe, sardinel, of overdrive, specification, nfp., esc, ladder foundation, nfp, nfp, of service, port

Raw text data extracted from CAD file:

NFP -0.05 0.15 0.20 0.30 VARIABLE EN PLANTA 0.30 0.075 0.10 0.50 0.25 0.15 0.35 0.90 0.90 1.20 1.50 0.70 0.80 0.90 0.60 0.30 0.95 0.70 \A1;L \A1;L \A1;L \A1;L 0.25 0.25 0.15 0.20 0.10 0.10 0.15 0.10 0.20 0.50 0.70 0.20 0.175 0.20 0.10 0.10 0.70 0.10 0.10 0.70 \A1;9.75 \A1;19.75 0.50 0.175 0.50 m m m 1.20 1.20 0.25 0.25 R 0.70 Altura variable 0.40 0.40 0.50 0.10 0.10 0.70 0.50 0.40 \A1;4.20 \A1;1.45 \A1;4.10 \A1;9.75 \A1;4.20 \A1;1.45 \A1;4.10 \A1;2.65 \A1;2.70 \A1;.33 \A1;2.15 \A1;3.20 \A1;3.10 \A1;.33 \A1;2.65 \A1;2.65 \A1;2.65 \A1;2.62 \A1;3.13 \A1;.33 \A1;3.20 \A1;.33 \A1;2.18 \A1;2.68 \A1;2.65 \A1;19.88 0.30 0.30 Z-1 Ø 5/8″ @ 0.20 Ø 5/8″ @ 0.20 5 5 DETALLE DE ZAPATAS ESCALA = 1/25 0.25 \A1;4 d 1/2″ 0.25 4 d 5/8″ 1 @ 0.05 6@ 0.10 COLUMNAS C-1 ARMADURA ESTRIBOS d 3/8″ Resto@ 0.20 6 d 1/2″ 1 @ 0.05 5 @ 0.10 d 1/4″ Resto@ 0.20 C-2 4 d 5/8″ \Ftxt.shx|c0; 5 5 CUADRO DE COLUMNAS ESCALA = 1/20 Refuerzo Fy = 4,200 kg/cm2 ASTM 615 ACERO : CONCRETO SIMPLE ESPECIFICACIONES TECNICAS\fArial Narrow|b1|i1|c0|p34;\H1.25x; CIMIENTOS : Mezcla Cemento:Hormigon 1:10 +30% P.G. F’c = 140 kg/cm2 SOBRECIMIENTOS : CONCRETO ARMADO SOBRECARGAS : Escalera: 400 kg/cm2 Vivienda: 200 kg/cm2 Azotea: 100 kg/cm2 RECUBRIMIENTO : COLUMNAS, VIGAS: LOSA ALIGERADA Y VIGAS CHATAS: ZAPATAS: Espesor de 4.00 cm. Espesor de 3.00 cm. Espesor de 7.50 cm. ESTRUCTURA f’c ZAPATAS 210 Kg/m2 COLUMNAS 210 Kg/m2 VIGAS 210 Kg/m2 LOSA ALIGERADA 210 Kg/m2 NOTAS GENERALES: – Vaciar las columnas amarradas a los muros en forma dentada. – Evitar empalmes y traslapes en zonas de maximo esfuerzo. – Curar el concreto por via humeda en un plazo no menor a 07 dias para concreto TIPO – I y plazo no menor a 10 dias para con- cretos producidos con cementos que tienen puzolanicos. DOBLEZ 135° 3/8″ 1/2″ 5/8″ d 3/8″ 1/2″ 5/8″ d DOBLEZ 90° 3.00 12.00 0.952 4.00 5.00 16.00 19.00 1.270 1.587 r (cm.) m (cm.) db (cm.) 3.00 4.00 5.00 r (cm.) 16.00 13.00 10.00 m (cm.) 0.952 1.270 1.587 db (cm.) R DOBLEZ 180° r (cm.) 6.50 6.50 3.00 4.00 m (cm.) db (cm.) 1.270 0.952 3/8″ 1/2″ d m 6.50 5.00 1.587 5/8″ m r r m 3/4″ 1.905 23.00 6.00 3/4″ 1.905 19.00 6.00 1.905 3/4″ 8.00 6.00 6.50 3.00 0.635 1/4″ 3/8″ 3.00 7.00 0.635 1/4″ 3.00 9.00 0.635 2 Estribos d 1/4″ Suplementarios 2 Estribos d 1/4″ Suplementarios EN CUMBRE EN TE 2 Estribos d 1/4″ Suplementarios 2 Estribos d 1/4″ Suplementarios EN CRUZ EN TE EN CUMBRE EN ELE VIGA COLUMNA VIGA VIGA COLUMNA VIGA COLUMNA COLUMNA ENCUENTROS DE VIGA-COLUMNA Esc.: S/E BARRAS LONG. Y ESTRIBOS Esc.: S/E GANCHOS ESTANDAR 1 0.20 0.50 1 d 1/2″ @ 0.20 ESCALA = 1/25 0.70 0.20 DETALLE DE ESCALERA 1 d 1/2″ @ 0.20 1 d 3/8″ @ 0.30 0.175 NPT 16 15 14 13 1 d 1/2″ @ 0.20 1 d 1/2″ @ 0.20 e = 0.15 1 d 1/2″ @ 0.20 0.20 1 d 1/2″ @ 0.20 1 d 3/8″ @ 0.15 SEGUNDO TRAMO 11 12 10 5 8 9 0.175 e = 0.15 5 1 d 1/2″ @ 0.20 5 7 8 PRIMER TRAMO 2 3 4 6 1 d 3/8″ @ 0.30 1 d 1/2″ @ 0.20 1 d 3/8″ @ 0.15 5 0.90 0.60 0.30 0.95 0.70 – – LOSAS, 60 30 40 50 VIGAS (cm) TRASLAPES Y EMPALMES – – 5/8″ 6mm 3/8″ 1/2″ d Rmin. 1.5cm 2.0cm No se empalmarán más de 50% de la misma sección. se ubicarán en el ESTRIBOS EN COLUMNAS L Los empalmes L L 10cm 15cm tercio central. armadura en una d 6mm 3/8″ R – – superior (negativo) en una longitud de 1/4 de luz de la losa o viga a cada lado de la columna de apoyo. empalmes del refuerzo No se permitirán 50 30 40 COLUM. (cm) LOSAS Y VIGAS L L L 0.25 0.25 ANCLAJE DE COLUMNA EN CIMIENTO CORRIDO ESCALA = 1/25 f’ c = 100 kg/cm2 CIMIENTO CEMENTO – HORMIGON 1 : 10 + 30% DE PIEDRA GRANDE (6″) f’ c = 100 kg/cm2 SOBRECIMIENTO CEMENTO – HORMIGON 1 : 8 + 25% DE PIEDRA MEDIANA (3″) ALBANILERIA CONCRETO O ARCILLA 25% PERFORACIONES MORTERO (1:4) fm = 35 kg/cm2 0.40 0.50 CIMIENTOS CORRIDOS CC-1 CC-2 ESCALA = 1/25 0.15 0.20 0.10 0.10 NFP 0.15 NFP 0.10 0.10 0.10 0.70 estribo 1/4″ @ 0.10 NPT +0.15 ver cuadro de estribos NTN ±0.00 0.70 0.15 0.20 Altura variable 0.30 VARIABLE EN PLANTA SOLADO f’c = 100 Kg/cm2 ESCALA = 1/25 0.30 0.075 CORTE TIPICO DE ZAPATA 0.10 0.50 0.40 SARDINEL S-1 DE SOBRECIMIENTO ESPECIFICACION 0.25 0.15 0.35 NFP. ESC 1/20 S-1 \W6.37659; CIMIENTO DE \W7.39978; ESCALERA C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 S-1 S-1 S-1 S-1 S-1 S-1 S-1 C-3 C-3 C-3 C-3 C-3 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-2 Z-2 Z-2 Z-2 Z-2 Z-2 Z-2 Z-2 Z-3 Z-3 Z-3 Z-3 Z-2 Ø 5/8″ @ 0.20 Ø 5/8″ @ 0.20 5 5 Ø 5/8″ @ 0.20 Ø 5/8″ @ 0.20 5 5 Z-3 0.70 CC-2 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-2 CC-2 CC-1 CC-1 CC-1 CC-1 CC-3 CC-3 CC-3 CC-4 CC-1 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-4 CC-4 CC-4 0.50 CC-3 0.10 0.10 NFP 0.70 0.40 CC-4 0.10 0.10 NFP 0.70 A B´ C D 1 B 1´ 1´´ 2 2´ 3 4 4´ 5 5´ 6 7 7 6 5´ 5 4 3 2 1´´ 1´ 1 A B´ C D B 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 \W1.3;KITCHEN \W1.3;SS.HH. \W1.3;SALA \W1.3;ESCALERAS \W1.3;RECIBIDOR \W1.3;PATIO DE SERVICIO \W1.3;CAR- PORT