Foundations DWG Detail for AutoCAD

Basic details of different foundations; as can be: foundation stone breaststroke and intermediate boundary; reinforced concrete foundation and intermediate boundary. There is also the example of reinforced column and tie the shoe. Everything has ground; elevation and isometric.

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

student:, center for scientific and technological studies, esc., acot., ipn, prof., arq. alfredo lópez rivera ing. enrique mares martínez, hills of oca guzman emiliano, group:, do not. sheet, qualification, concrete foundation, axis, welded running cord, ants of mts, plate, plant, raised, axis, m, welding, plate, ants of mts, axis, crown, escarpment, ground, mortar, breaststroke, poor concrete template, n.p.t., crown, escarpment, ground, mortar, breaststroke, poor concrete template, escarpment, template, crown, axis, axis, ed cm de, in both ways, poor concrete f’c template, steel, contratrabe, base, n.p.t., bracing stone foundation, concrete foundation, base, raised, plant, isometric, plant, isometric, plant, isometric, contratrabe, raised, plant, isometric, axis, raised, axis, raised, middle shoe in lindero, square column, intermediate center shoe, axis, dadod cobncreto, league contratrabe, template, axis, isometric, plant, raised, isometric, plant, raised, n.p.t., led, anchorage, axis, isometric, metal column, plant, raised, m, welding, plate, ants of mts, axis, welded running cord, ants of mts, plate, detail, axis, axis, hills of oca guzman emiliano, raised., poor concrete template., plant., axis, circular reinforced concrete column, rectangular reinforced concrete column, raised., plant.

Raw text data extracted from CAD file:

0.3 0.9 1 0.9 1 0.3 1 0.1 0.1 1 0.3 0.9 1 0.1 1 0.1 0.3 0.9 0.2 0.7 0.15 0.9 0.1 0.7 0.15 0.9 0.1 0.2 1 0.2 0.9 0.9 1 Alumno: \W9.81626; CENTRO DE ESTUDIOS CIENTÍFICOS Y TECNOLOGICOS 11 “WILFRIDO MASSIEU” ESC. ACOT. \W8.79275; IPN PROF. Arq. Alfredo López Rivera Ing. Enrique Mares Martínez \W9.75351; MONTES DE OCA GUZMÁN EMILIANO GRUPO: No. Lamina CALIFICACIÓN 5IM18 1:20 M 2A Cimentación de concreto armado 0.2 0.3 0.4 0.7 0.2 0.1 1.5 2 0.4 0.3 0.2 1.5 2 2 0.1 0.2 0.3 0.3 0.9 0.3 0.3 2.4 \A1;0.3 \A1;0.3 \A1;2.40 EJE EJE CORDON CORRIDO DE SOLDADURA CORDON CORRIDO DE SOLDADURA CORDON CORRIDO DE SOLDADURA CORDON CORRIDO DE SOLDADURA 4 ANCLAS DE d 6 X 0.30 MTS 2< 8" X 8" X 8" e 1/4" PLACA DE 0.30 X 0.30 M X 3/4" PLANTA ALZADO 2.610751433656773 2.610751433656773 3 d 5 EJE 7 d 2 @0.10 m... @.20 m 2.610751433656773 2< 8" X 8" X 8" e 1/4" SOLDADURA PLACA DE 0.30 X 0.30 M X 3/4" ANCLAS DE d 6 X 0.30 MTS 1.5 0.4 0.3 0.2 0.1 \A1;2 -1409.11395200106 5 5 5 5 5 5 5 5 5 Eje Corona Escarpio Terreno Mortero 1:5 \W5.50868; Piedra Braza de 1° \W8.18315; Plantilla de concreto pobre \W8.96339; f'c= 100kg/cm2 N.P.T. +/-0.00 5 5 5 5 5 5 5 5 5 Corona Escarpio Terreno Mortero 1:5 \W5.50868; Piedra Braza de 1° \W8.18315; Plantilla de concreto pobre \W8.96339; f'c= 100kg/cm2 5 5 5 5 5 d2@0.20m 2d4 d4@0.20m d4@0.20m 3d5 \W9.15145; Talud \W6.36575; o \W6.31718; Escarpio f'c=200kg/cm2 Plantilla Corona Eje Eje Eje Eje d4@0.20m d4@0.20m Eje 5 5 5 5 5 3d5 Ed 3@20 cm de .90 x .15 3 /8 " 3@20CM EN AMBOS SENTIDOS PLANTILLA DE CONCRETO POBRE f'c = 100 kg/cm 2d1/2 f'c= 250kg/cm2 Acero f'y= 4200 kg/cm2 CONTRATRABE BASE d4@0.20M d4@0.20M N.P.T. +/-0.00 N.P.T. +/-0.00 N.P.T. +/-0.00 Cimentación de piedra braza Cimentación de piedra braza Cimentación de concreto armado Cimentación de concreto armado BASE Alzado Planta Isométrico Planta Isométrico Planta Isométrico Contratrabe Alzado Planta Isométrico 5 5 5 Eje Alzado Eje 5 5 Alzado Zapata Intermedia En Lindero \W7.55239; COLUMNA CUADRADA Zapata Central o Intermedio 5 5 5 5 5 5 5 5 5 5 5 5 5 Eje Eje 3d5 Dadod e cobncreto 0.40x0.40x.70 d2@0.20 f'c=200kg/cm2 2d4 d4@.020 f'c=250kg/cm2 d4@.020 Contratrabe de Liga f'c=100kg/cm2 Plantilla 3d5 d4@.020 d4@.020 3d5 3d5 7d2@0.10...@0.20 7d2@0.10...@0.20 7d2@0.10...@0.20 Eje 3d5 3d5 3d5 3d5 7d2@0.10...@0.20 7d2@0.10...@0.20 7d2@0.10...@0.20 7d2@0.10...@0.20 d4@.020 d4@.020 d4@.020 d4@.020 Isométrico Planta Planta Alzado 3d5 2d4 7d2@0.10...@0.20 ISOMETRICO d4@0.20m d4@0.20m d3@0.15 4d5 Planta ALZADO 5 5 5 5 5 5 N.P.T. +/- 0.000 1/5 LE 3@0.10 d4@0.20 F'c= 250 kg/cm2 3/5 LEd 3@0.20 6d5 Anclaje 50d0.635 d4@0.20 Eje Eje 5 5 Isométrico 3d5 2d4 7d2@0.10...@0.20 \W8.09452; COLUMNA METÁLICA PLANTA ALZADO 3 d 5 7 d 2 @0.10 m... @.20 m 5 2< 8" X 8" X 8" e 1/4" SOLDADURA PLACA DE 0.30 X 0.30 M X 3/4" ANCLAS DE d 6 X 0.30 MTS Eje CORDON CORRIDO DE SOLDADURA CORDON CORRIDO DE SOLDADURA CORDON CORRIDO DE SOLDADURA CORDON CORRIDO DE SOLDADURA 4 ANCLAS DE d 6 X 0.30 MTS 2< 8" X 8" X 8" e 1/4" PLACA DE 0.30 X 0.30 M X 3/4" 6d5 2 @0.20 m 6d5 2 @0.20 m 4d5 5 DETALLE Eje 5 5 Eje \W9.98066; MONTES DE OCA GUZMÁN EMILIANO 5 5 4 O 5 O 0.63 O 0.30 O 0.40 E@0.20m 4 O 5 ALZADO. Plantilla de concreto pobre. f'c= 100 Kg/cm2 PLANTA. Eje COLUMNA DE CONCRETO ARMADO CIRCULAR COLUMNA DE CONCRETO ARMADO RECTANGULAR ALZADO. PLANTA.