Complete Plane Of Foundation And Flagstones DWG Section for AutoCAD

Complete plane of foundation with insulation footings – Plant with details of each footing in section – Isometric view and measures . Specifications and scale

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

alere flamam veritatis, autonomous University, architecture facuilty, plane: foundation, date: May, systems, structural, north, again lion, vii, firm concrete, armed with mesh, electrowelded, firm concrete, armed with mesh, electrowelded, firm concrete, armed with mesh, electrowelded, detail of, column, foundation beam, detail of, section, lock, detail of, section, detail of, column, detail of, column, low level, detail of, column, detail of, column, detail of, column, top floor, cimentacion plant, scale, details of columns, scale, detail of, pedestal, detail of, pedestal, detail of, pedestal, details of pedestals, scale, details of foundation beams, scale, kind, dimensions, shoe table, shoe details, scale, plant, cut, isometry, plant, cut, isometry, plant, cut, isometry, shoe, cm column, insulated shoe of reinforced concrete, firm reinforced concrete cm thick with electrowelded mesh, reinforcing foundation beam with stirrups cm, slab cut lightened with cassette, mesh, rib, cassette, polystyrene, slab, column, structure, polystyrene cassette, cm, rib of, column strip, rib of, central fringe, isometric detail of light slab, with polystyrene cassette, rib of, column strip, rib of, central fringe, rib of, central fringe, alere flamam veritatis, systems, structural, vii, detail of armed in capital, rods, rib fringe, cassette, polystyrene, insulated concrete shoe, armed, foundation foundation beam, firm reinforced concrete cm thick, cm column, with electrowelded mesh, with stirrups stirrups, isometric point of foundation, up cut column, rods, of column, rib fringe, mesh, alere flamam veritatis, autonomous University, architecture facuilty, plane: slab, date: May, systems, structural, north, again lion, vii, rib detail, section, rib detail, section, rib detail, section, rib detail, section, rib detail, section, rib detail, section, rib detail, section, rib detail, section, rib detail, section, detail of ribs, transversal sense, detail of ribs, longitudinal direction, mezzanine slab, scale

Raw text data extracted from CAD file:

\A1;8 \A1;8 \A1;8 \A1;8 \A1;8 \A1;8 \A1;8 \A1;2.4 \A1;.35 \A1;7.6 \A1;48.35 \A1;1.50 \A1;1.50 \A1;1.80 \A1;1.80 \A1;8 \A1;2.4 \A1;1.80 \A1;1.80 \A1;2.50 \A1;2.50 \A1;1.80 \A1;1.80 \A1;2.50 \A1;2.50 \A1;10.4 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.80 \A1;1.80 \A1;2.50 \A1;2.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.80 \A1;1.80 \A1;2.50 \A1;2.50 \A1;1.80 \A1;1.80 \A1;2.50 \A1;2.50 \A1;1.50 \A1;1.50 \A1;1.80 \A1;1.80 \A1;.25 \A1;.25 \A1;.25 \A1;.4 \A1;.25 \A1;.2 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.3 \A1;.3 \A1;.3 \A1;.3 \A1;.3 \A1;.3 5 5 5 5 5 5 5 5 N-2 N-1 N-1 N-2 N-2 N-2 N-2 N-2 N-2 N-3 N-3 N-2 N-2 N-3 5 30 11 11 10 10 11 11 11 30 15 15 15 20 30 16 30 11 11 10 10 11 11 11 30 15 15 12 12 13 13 13 13 12 12 30 15 N-B N-A N-A N-B N-B N-B N-B N-B N-B N-C N-C N-C N-B N-B N-B N-B N-B N-B N-B N-C N-C N-B N-C N-B N-A N-A 30 11 11 10 10 11 11 11 30 15 15 30 11 11 10 10 11 11 11 30 15 15 30 11 11 10 10 11 11 11 30 15 15 N-A N-4 N-4 N-5 N-5 N-D N-D N-D N-B N-B N-B N-B N-B 5 30 11 11 10 10 11 11 11 30 15 15 N-A N-A N-C N-C N-C N-B N-B N-B N-B N-B N-B N-B N-C N-C N-C N-B N-B N-B N-B N-B N-B N-B T F A E I Q T L U D A A D E A R U U C C T R A L N U D A M O N T A D A D V I S R E V I N V O ALERE FLAMAM VERITATIS N V E O E V L O N UNIVERSIDAD AUTONOMA FACULTAD DE ARQUITECTURA PLANO DE: CIMENTACION FECHA: 30 DE MAYO DE 2005 SISTEMAS ESTRUCTURALES NORTE DE NUEVO LEON ESCALA:1:100 VII 15 30 30 15 11 11 10 11 11 11 10 N-D N-D N-D N-D N-A 12 N-4 N-4 N-4 N-4 N-4 N-4 N-4 N-6 N-6 N-7 N-7 N-7 N-7 N-7 N-7 N-7 N-8 N-8 N-8 N-7 N-7 1 2 H G F E D C B A 3 5 Z-1 P-1 C-1 VC-1 5 5 Z-2 P-2 C-2 5 5 5 5 Z-2 P-2 C-2 5 5 Z-3 P-3 C-3 5 5 Z-2 P-2 C-2 5 5 Z-3 P-3 C-3 5 5 5 Z-1 P-1 C-1 5 5 Z-1 P-1 C-1 5 5 Z-2 P-2 C-2 5 5 Z-3 P-3 C-3 5 5 VC-1 VC-1 VC-1 VC-1 VC-1 VC-1 VC-1 VC-1 VC-1 VC-1 VC-1 VC-1 VC-1 Z-1 P-1 C-1 5 5 Z-1 P-1 C-1 5 5 Z-2 P-2 C-2 5 5 Z-3 P-3 C-3 5 5 Z-2 P-2 C-2 5 5 Z-3 P-3 C-3 5 5 Z-1 P-1 C-1 5 5 Z-2 P-2 C-2 5 5 6×6-6/6 FIRME DE CONCRETO ARMADO CON MALLA ELECTROSOLDADA 6×6-6/6 FIRME DE CONCRETO ARMADO CON MALLA ELECTROSOLDADA 6×6-6/6 FIRME DE CONCRETO ARMADO CON MALLA ELECTROSOLDADA VC-1 VC-1 VC-1 VC-2 VC-2 VC-2 VC-2 VC-2 4vs#5 EST#3@25 5 5 DETALLE DE COLUMNA 1 (C1) 5 EST#4@25 5vs#4 VIGA DE CIMENTACION DETALLE DE 5 SECCION VC-1 TRABE DETALLE DE SECCION VC-2 5 EST#2@20 4vs#3 5 4vs#5 EST#3@25 5 5 DETALLE DE COLUMNA 2 (C2) 1vr#3 EST#3@25 5 5 DETALLE DE COLUMNA 3 (C3) 4vs#6 PLANTA BAJA PLANTA BAJA PLANTA BAJA 4vs#5 EST#3@20 5 5 DETALLE DE COLUMNA 1 (C1) 4vs#5 EST#3@25 5 5 DETALLE DE COLUMNA 2 (C2) EST#3@25 5 5 DETALLE DE COLUMNA 3 (C3) PLANTA ALTA PLANTA ALTA PLANTA ALTA 4vs#5 PLANTA DE CIMENTACION ESCALA 1:100 DETALLES DE COLUMNAS ESCALA 1:10 6vs#5 EST#3@25 5 5 DETALLE DE PEDESTAL 1 (P1) 6vs#5 EST#3@25 5 5 DETALLE DE PEDESTAL 2 (P2) 6vs#5 EST#3@25 5 5 DETALLE DE PEDESTAL 3 (P3) DETALLES DE PEDESTALES ESCALA 1:10 DETALLES DE VIGAS DE CIMENTACION ESCALA 1:10 TIPO DIMENSIONES B Z-1 L H Z-2 Z-3 1.50 1.50 0.25 0.25 1.80 1.80 2.50 0.35 2.50 TABLA DE ZAPATAS 1.50 0.25 0.25 0.50 1.50 0.60 0.60 0.25 0.025 0.025 1.50 DETALLES DE ZAPATAS ESCALA 1:25 1.80 0.25 0.25 0.50 1.80 0.75 0.75 0.25 0.025 0.025 1.80 2.50 0.25 0.35 0.50 2.50 1.10 1.10 0.25 0.025 0.025 2.50 PLANTA CORTE ISOMETRIA PLANTA CORTE ISOMETRIA PLANTA CORTE ISOMETRIA ZAPATA Z-1 ZAPATA Z-2 ZAPATA Z-3 \A1;.11 \A1;.635 \A1;.11 \A1;0.30 \A1;.30 \A1;.635 \A1;.30 \A1;0.30 COLUMNA DE 20 X 20 CM ZAPATA AISLADA DE 1.30 X 1.30 DE CONCRETO ARMADO f`c=250 KG/M2 FIRME DE CONCRETO ARMADO DE 10 CM DE ESPESOR f`c=100 KG/CM2 CON MALLA ELECTROSOLDADA DE 10 X 10 VIGA DE CIMENTACION DE 30 X 30 ARMADO CON 4 VARILLAS # 5 Y ESTRIBOS # 2 @ 25 CM CORTE DE LOSA ALIGERADA CON CASETON MALLA 66/1010 NERVADURA CASETON DE POLIESTIRENO .11 .635 .11 0.30 ESCALA.-1:10 LOSA COLUMNA ESTRUCTURA CASETON DE POLIESTIRENO DE 63.5 X 63.5 CM NERVADURA DE FRANJA DE COLUMNA SECCION=30 CM NERVADURA DE FRANJA CENTRAL SECCION=10 CM DETALLE ISOMETRICO DE LOSA ALIGERADA ESCALA.-1:25 CON CASETON DE POLIESTIRENO NERVADURA DE FRANJA DE COLUMNA SECCION=30 CM NERVADURA DE FRANJA CENTRAL SECCION=10 CM NERVADURA DE FRANJA CENTRAL SECCION=10 CM T F A E I Q T L U D A A D E A R U U C C T R A L N U D A M O N T A D A D V I S R E V I N V O ALERE FLAMAM VERITATIS N V E O E V L O N SISTEMAS ESTRUCTURALES VII DETALLE DE ARMADO EN CAPITEL 3 VARILLAS # 5 NERVADURA FRANJA CASETON DE POLIESTIRENO .30 .635 .30 0.30 ESCALA.-1:10 ZAPATA AISLADA DE 1.50 X 1.50 DE CONCRETO ARMADO f`c=250 KG/M2 VIGA DE CIMENTACION VC-1 DE 40 X 25 ARMADO @ 25 CM FIRME DE CONCRETO ARMADO DE 10 CM DE ESPESOR DE 6 X 6 COLUMNA DE 25 X 25 CM f`c=100 KG/CM2 CON MALLA ELECTROSOLDADA CON 5 VARILLAS # 4 Y ESTRIBOS # 4 APUNTE ISOMETRICO DE CIMENTACION ESCALA.-1:25 HASTA CORTE EN COLUMNA 3 VARILLAS # 5 DE COLUMNA NERVADURA FRANJA MALLA 66/1010 \A1;8 \A1;8 \A1;8 \A1;8 \A1;8 \A1;8 \A1;8 \A1;2.4 \A1;.35 \A1;7.6 \A1;8 \A1;2.4 \A1;48.35 \A1;.30 \A1;.30 \A1;2.4 \A1;8 \A1;2 \A1;2.4 \A1;.11 \A1;.30 \A1;2.4 \A1;8 \A1;2 \A1;2.4 \A1;.30 \A1;.30 \A1;2.4 \A1;8 \A1;2 \A1;2.4 \A1;.11 \A1;.30 \A1;10 \A1;8 \A1;2 \A1;4.5 \A1;2.5 \A1;.11 \A1;.30 \A1;8 \A1;8 \A1;2 \A1;4 \A1;8 \A1;4 \A1;2 \A1;.11 \A1;.30 \A1;4 \A1;2 \A1;8 \A1;8 \A1;2 \A1;4 \A1;8 \A1;.11 \A1;.30 \A1;4 \A1;2 \A1;8 \A1;8 \A1;2 \A1;4 \A1;8 \A1;.30 \A1;.30 \A1;.13 \A1;.30 \A1;8 \A1;2 \A1;2 \A1;8 \A1;2 \A1;2 5 5 5 5 5 5 5 5 5 5 N-2 N-1 N-1 N-2 N-2 N-2 N-2 N-2 N-2 N-3 N-3 N-2 N-2 N-3 5 30 11 11 10 10 11 11 11 30 15 15 15 20 30 16 30 11 11 10 10 11 11 11 30 15 15 12 12 13 13 13 13 12 12 30 15 N-B N-A N-A N-B N-B N-B N-B N-B N-B N-C N-C N-C N-B N-B N-B N-B N-B N-B N-B N-C N-C N-B N-C N-B N-A N-A 30 11 11 10 10 11 11 11 30 15 15 30 11 11 10 10 11 11 11 30 15 15 30 11 11 10 10 11 11 11 30 15 15 N-A N-4 N-4 N-5 N-5 N-D N-D N-D N-B N-B N-B N-B N-B 5 30 11 11 10 10 11 11 11 30 15 15 N-A N-A N-C N-C N-C N-B N-B N-B N-B N-B N-B N-B N-C N-C N-C N-B N-B N-B N-B N-B N-B N-B T F A E I Q T L U D A A D E A R U U C C T R A L N U D A M O N T A D A D V I S R E V I N V O ALERE FLAMAM VERITATIS N V E O E V L O N UNIVERSIDAD AUTONOMA FACULTAD DE ARQUITECTURA PLANO DE: LOSA FECHA: 30 DE MAYO DE 2005 SISTEMAS ESTRUCTURALES NORTE DE NUEVO LEON ESCALA:1:100 VII 15 30 30 15 11 11 10 11 11 11 10 N-D N-D N-D N-D N-A 12 N-4 N-4 N-4 N-4 N-4 N-4 N-4 N-6 N-6 N-7 N-7 N-7 N-7 N-7 N-7 N-7 N-8 N-8 N-8 N-7 N-7 1 2 H G F E D C B A 3 5 2 2vs#6 .30 .30 7vs#6 EST#3@30cm DETALLE DE NERVADURA N-A SECCION 5 1 5 1vs#3 2vs#6 1vs#3 3vs#6 1vs#3 2vs#4 1vs#3 5 5 4vs#3 2 .11 .30 2vs#4 EST#3@30cm DETALLE DE NERVADURA N-B SECCION 5 1 5 2vs#3 3vs#3 2vs#4 5 5 7vs#3 2vs#3 2 2vs#6 .30 .30 8vs#6 EST#3@30cm DETALLE DE NERVADURA N-C SECCION 5 1 5 2vs#6 3vs#6 1vr#3 1vr#6 5 5 1vr#3 2 .11 .30 2vs#4 EST#3@30cm DETALLE DE NERVADURA N-D SECCION 5 1 5 1vr#4 2vs#4 3vs#4 5 5 7vs#3 3 5 1vr#4 1vr#3 1vr#4 1vr#3 B .11 .30 14vs#6 EST#3@30cm DETALLE DE NERVADURA N-1 SECCION 5 A 5 3vs#6 5 5 7vs#3 D C 5 1vr#3 2vs#6 1vr#3 1vr#6 1vr#3 3vs#6 1vr#3 2vs#6 1vr#3 1vr#6 1vr#3 2vs#6 1vr#3 5 5 B .11 .30 7vs#4 EST#3@30cm DETALLE DE NERVADURA N-2 SECCION 5 A 5 2vs#4 5 5 9vs#3 D C 5 1vr#3 1vr#4 1vr#3 2vs#3 5 5 2vs#4 1vr#3 2vs#3 1vr#4 1vr#3 1vr#4 1vr#3 B .11 .30 20vs#6 EST#3@25cm DETALLE DE NERVADURA N-3 SECCION 5 A 5 4vs#6 5 5 3vs#3 D C 5 1vr#3 3vr#6 2vs#6 5 5 2vs#6 2vs#6 1vr#3 4vs#6 1vr#3 3vr#6 .30 .30 5vs#6 EST#3@30cm DETALLE DE NERVADURA N-5 SECCION 2vs#3 D .13 .30 2vs#2.5 EST#3@30cm DETALLE DE NERVADURA N-4 SECCION C 5 1vr#3 2vs#3 5 5 4vs#3 1vr#2.5 1vr#3 1vr#2.5 D C 5 1vr#6 3vs#6 5 5 1vr#3 1vr#6 1vr#3 DETALLE DE NERVADURAS SENTIDO TRANSVERSAL DETALLE DE NERVADURAS SENTIDO LONGITUDINAL LOSA DE ENTREPISO ESCALA 1:100