Dining Foundations – Footings DWG Block for AutoCAD

Spacious dining room for a group of people. Foundations – Footings

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

picture, section, kind, stirrups, reinforcement, side, side, side, bracing of, column of, tabiqueria, side, porch column, confinement beam, threads, overcoming, concrete, affirmed, on foundation, false floor, fc, affirmed, thickness, sole, nfc, false floor, affirmed, concrete, see picture, according to details of eestribos, grill, false floor, affirmed, concrete, technical record, dining room staff, foundation, section, scale, wall confinement detail, scale, shoe detail, scale, section, scale, temporary workers foundation, scale, column table, scale, superficial, columns, shoes, armed in:, slabs, beams, astm, concrete cement ::, maximum large stone, maximum median stone, concrete cement ::, corridos, general specifications, ceiling, cement type, portico, confinement, brick clay king industrial kong, concrete block wall pad, fences, Similary, mortar, mortar, nte, eventual

Raw text data extracted from CAD file:

\A1;0.2000 \A1;0.6000 \A1;0.2000 \A1;VER CUADRO \A1;0.10 \A1;0.2000 \A1;0.50 \A1;0.50 \A1;0.6000 \A1;ESPESOR \A1;0.5000 \A1;0.5043 \A1;1.1250 \A1;0.2500 \A1;0.6250 \A1;0.2500 \A1;0.3750 \A1;0.5000 \A1;0.2500 \A1;0.05 \A1;0.10 \A1;0.2500 \A1;0.2500 \A1;0.10 \A1;0.05 \A1;0.2500 \A1;0.1500 \A1;0.3000 \A1;0.3000 \A1;0.1500 \A1;0.40 \A1;0.10 \A1;0.1500 \A1;0.3500 \A1;0.3500 \A1;0.2500 \A1;0.2500 \A1;0.2500 \A1;0.2500 \A1;0.1500 \A1;0.1000 \A1;0.2500 \A1;0.1000 \A1;0.2000 \A1;0.1500 \A1;0.4500 \A1;1.0500 \A1;0.9500 \A1;1.0500 \A1;0.9500 \A1;0.9500 \A1;1.0500 \A1;3.0250 \A1;4.0750 \A1;3.5750 \A1;3.4500 \A1;3.5000 \A1;5.1500 \A1;4.7500 \A1;3.5000 \A1;3.4500 \A1;3.4500 \A1;3.4500 \A1;2.4250 \A1;2.9250 \A1;4.0750 \A1;3.5750 \A1;3.4500 \A1;3.5000 \A1;5.1500 \A1;4.7500 \A1;3.5000 \A1;3.4500 \A1;3.4500 \A1;3.4500 \A1;2.4250 C-1 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 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 A B C A B C 5 5 C-2 C-2 C-2 C-2 C-2 C-1 C-2 C-2 C-2 C-1 C-3 C-1 C-2 C-2 C-2 C-1 C-2 C-2 C-2 C-2 C-2 C-1 C-3 C-3 C-3 C-4 C-4 C-4 C-4 C-3 5 5 1 1 SECCION TIPO ESTRIBOS REFUERZO 1@5+4@10 +R@20 cm/ Lado 8 Ø 1/2″ Ø8mm : C-1 C-2 1@5+8@10 +R@20 cm/ Lado 10 Ø 5/8″ Ø8mm : 5 5 5 5 5 5 1@5+4@10 +R@25 cm/ Lado Ø 6mm: 4 Ø 3/8″ 2 Ø 3/8″ 5 Arriostre de Columna de Tabiqueria 3 Ø 1/2″ 2 Ø 1/2″ C-3 C-4 1@5+4@10 +R@20 cm/ Lado 6 Ø 5/8″ Ø8mm : 3 Ø 5/8″ 3 Ø 5/8″ 5 5 5 3 Ø 1/2″ 2 Ø 3/8″ 2 Ø 5/8″ 4 Ø 5/8″ 4 Ø 5/8″ 5 5 5 5 0.10 0.40 Columna de Pórtico VIGA DE CONFINAMIENTO 2 Ø 6mm @ 3 HILADAS SOBRECIMIENTO 2 5 2 5 5 2Ø3/8″ Ø1/4″1@0.05,4@ 0.10,R@0.25 C/E 5 5 0.05 0.10 5 5 0.10 0.05 5 HORMIGON AFIRMADO NFP+0.05 NPT+0.10 SOBRE CIMIENTO 5 5 FALSO PISO 5 5 5 5 5 5 Ø 8mm Ø8mm@0.30 f’c = 175 kg/cm² AFIRMADO ESPESOR SOLADO e=0.10m NFC -1.20 5 0.50 0.50 FALSO PISO AFIRMADO HORMIGON NPT+0.20 y 0.10 NFP+0.15 y 0.05 5 0.10 VER CUADRO SEGUN DETALLE DE EESTRIBOS PARRILLA Ø 1/2@0.15m PARRILLA Ø 1/2@0.15m 5 NPT+0.20 Y 0.10 NFP+0.15 Y 0.05 5 FALSO PISO AFIRMADO HORMIGON 5 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 EXPEDIENTE TECNICO COMEDOR PERSONAL PERMANENTE CIMENTACION SECCION 1-1 ESCALA 1/20 DETALLE DE CONFINAMIENTO DE MURO ESCALA 1/20 DETALLE DE ZAPATA ESCALA 1/25 SECCION 2-2 ESCALA 1/10 CIMENTACION OBREROS EVENTUALES ESCALA 1/75 CUADRO DE COLUMNAS ESCALA 1/20 -CIMENTACION SUPERFICIAL 3.CIMENTACIÓN 4.SOBRECARGAS COLUMNAS ZAPATAS f’c=210 kg/cm² -CONCRETO ARMADO EN: LOSAS VIGAS fy=4200 kg/cm² ASTM A706 CEMENTO : HORMIGÓN :: 1 : 10 + 30% PIEDRA GRANDE 6″ MÁXIMO 25% PIEDRA MEDIANA 3″ MÁXIMO CEMENTO : HORMIGÓN :: 1 : 8 + -ACERO -CIMIENTOS CORRIDOS 2.MAMPOSTERÍA -SOBRECIMIENTOS -RECUBRIMIENTOS: 1.CONCRETO ESPECIFICACIONES GENERALES Techo 50 kg/cm2 (Techo Inclinado) f’c=210 kg/cm² f’c=210 kg/cm² f’c=210 kg/cm² -CEMENTO Cemento tipo 1 Super-estructura -ZAPATAS -LOSAS 7.0 cm 2.0 cm 4.0 cm 4.0 cm -COLUMNAS -VIGAS Portico ——– ——— 2.0 cm 2.0 cm Confinamiento Ladrillo de Arcilla King Kong Industrial 24cm x 13cm x 9cm -MUROS Bloque Concreto (Pared 9, Pader 14, y Pared 24) -TABIQUES, CERCOS f´b = 145 kg/cm² f´m = 65 kg/cm² v´m=8.10 kg/cm² ó similar Mortero tipo P2 proporción 1:4 cemento arena f´b = 50 kg/cm² Mortero tipo NP proporción 1:5 cemento arena 3.2.1.2 NTE E.020 EVENTUALES