Footings DWG Plan for AutoCAD

Footings DWG Plan for AutoCAD

Area for footings calculate – Plans – Sections

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

scale:, mezzanine floor, afferent areas, scale, cover plant, afferent areas, scale, date, code, I present, contains, matter, institution, afferent areas. plants, construction workshop iii, scale:, scale, shoes, cimentacion plant, foundation beam, column, subfloor plate, section, scale, subfloor plate, foundation beam, column, section, scale, construction workshop iii, foundation plant sections, institution, matter, contains, I present, code, date

Raw text data extracted from CAD file:

\A1;3000 \A1;3000 \A1;3000 \A1;3000 \A1;3000 \A1;3000 \A1;3000 \A1;1967 \A1;4033 \A1;3000 \A1;1967 \A1;4033 1 ESCALA: 1:50 0 2.50 5 m 3000.000000000227 3000.0 2999.999999999773 2.56 m2 3.97 m2 4.80 m2 5.56 m2 4.80 m2 7.45 m2 9.00 m2 4.80 m2 7.45 m2 9.00 m2 9.53 m2 2.56 m2 3.97 m2 4.80 m2 3.39 m2 3000.000000000227 2999.999999999993 2999.999999999773 2.56 m2 3.97 m2 1.73 m2 4.80 m2 7.45 m2 3.25 m2 4.80 m2 7.45 m2 1.73 m2 2.56 m2 4.21 m2 2999.999999999886 1966.666666666697 4033.333333333417 2999.999999999886 1966.666666666697 4033.333333333417 1 2 3 4 A B C D 1 A = 1 Ton/m2 (2.56m2)2 5.12 0.512m2 0.7155m 10 Ton/m2 10 2 A = 1 Ton/m2 (3.97m2)2 7.94 0.794m2 0.891m 10 Ton/m2 10 3 A = 1 Ton/m2 (1.73m2+480m2) 6.53 0.653m2 0.808m 10 Ton/m2 10 4 A = 1 Ton/m2 (4.8m2)2 9.6 0.96m2 0.979m 10 Ton/m2 10 5 A = 1 Ton/m2 (7.45m2)2 14.9 1.49m2 1.22m 10 Ton/m2 10 6 A = 1 Ton/m2 (3.25m2+9.00m2) 12.25 1.22m2 1.10m 10 Ton/m2 10 7 A = 1 Ton/m2 (1.73m2+9.00m2) 10.73 1.073m2 1.03m 10 Ton/m2 10 8 A = 1 Ton/m2 (4.21m2+3.97m2) 8.18 0.818m2 0.904m 10 Ton/m2 10 9 A = 1 Ton/m2 (4.80m2) 4.8 0.48m2 0.692m 10 Ton/m2 10 10 A = 1 Ton/m2 (5.56m2) 5.56 0.556m2 0.74m 10 Ton/m2 10 11 A = 1 Ton/m2 (9.53m2) 9.53 .953m2 0.976m 10 Ton/m2 10 12 A = 1 Ton/m2 (3.39m2) 3.39 0.339m2 0.582m 10 Ton/m2 10 = = = = = = = = = = = = = = = = = = = = = = = = PLANTA ENTREPISO AREAS AFERENTES ESCALA 1:50 4 3 2 1 D C B A PLANTA CUBIERTA AREAS AFERENTES ESCALA 1:50 1/2 PL FECHA CODIGO PRESENTO CONTIENE MATERIA INSTITUCION ABRIL-2004 118617 AREAS AFERENTES. PLANTAS TALLER CONSTRUCTIVO III 1 ESCALA: 1:50 0 2.50 5 m \A1;3000 \A1;3000 \A1;3000 \A1;3000 \A1;1967 \A1;4033 \A1;350 \A1;350 \A1;100 \A1;600 \A1;450 \A1;450 \A1;450 \A1;450 \A1;500 \A1;300 \A1;400 \A1;400 \A1;475 \A1;275 \A1;375 \A1;375 \A1;100 \A1;900 \A1;500 \A1;500 \A1;100 \A1;900 \A1;500 \A1;500 \A1;100 \A1;600 \A1;350 \A1;350 \A1;600 \A1;600 \A1;600 \A1;600 \A1;650 \A1;450 \A1;550 \A1;550 \A1;600 \A1;600 \A1;600 \A1;600 \A1;600 \A1;400 \A1;500 \A1;500 \A1;600 \A1;400 \A1;500 \A1;500 \A1;450 \A1;450 \A1;450 \A1;450 \A1;450 \A1;250 \A1;350 \A1;350 \A1;300 \A1;300 \A1;400 \A1;200 \A1;4033 \A1;1967 \A1;3000 \A1;100 \A1;600 \A1;1800 \A1;600 \A1;600 \A1;767 \A1;600 \A1;400 \A1;3233 \A1;400 \A1;200 \A1;350 \A1;350 \A1;2150 \A1;500 \A1;500 \A1;1950 \A1;550 \A1;550 \A1;2050 \A1;400 \A1;400 \A1;3000 \A1;3000 \A1;3000 ESCALA 1:50 ZAPATAS PLANTA DE CIMENTACION D C B A 4 3 2 1 4033.333333333417 1966.666666666697 2999.999999999886 2999.99999999978 3000.0 3000.000000000227 349.9999999999943 350.0000000000085 5 599.9999999998948 5 450.0000000000028 449.9999999999744 450.0000000000313 500.0000000001563 5 5 5 474.6932579046472 275.3067420953528 5 5 5 899.999999999892 500.0 500.0 5 899.999999999892 500.0 500.0000000000071 5 599.9999999999801 350.3067420953059 349.693257904697 599.9999999999943 600.0000000000085 600.0000000000085 599.9999999999943 649.9999999999915 449.9999999999886 549.9999999999972 549.9999999999972 599.9999999999943 600.0000000000085 600.0000000000085 600.0000000000014 599.9999999997101 5 500.0000000002416 499.9999999997655 599.9999999997101 5 500.0000000002416 499.9999999997584 5 450.0000000000028 449.9999999999744 450.0000000000313 449.9999999998749 5 5 5 300.0000000000043 5 5 200.0000000002444 D C B A 4033.333333333417 1966.666666666697 2999.999999999886 100.0000000001791 599.9999999999801 1800.000000000082 599.9999999998238 600.000000000179 766.6666666669499 599.9999999997812 400.0000000002188 3233.333333333306 399.9999999997783 200.000000000216 VIGA DE CIMENTACION COLUMNA PLACA DE CONTRAPISO T=100mm \A1;ZAPATA \A1;ZAPATA \A1;ZAPATA \A1;ZAPATA SECCION A-A ESCALA 1:50 A 2 2 A 2 2 A 2 2 4 3 2 1 350.0000000000085 350.0000000000227 2150.000000000077 500.0000000000142 500.0 1949.999999999818 549.9999999999545 549.9999999999687 2050.000000000367 399.9999999999915 400.0000000000199 2999.999999999787 2999.999999999986 3000.000000000327 PLACA DE CONTRAPISO T=100mm VIGA DE CIMENTACION COLUMNA \A1;ZAPATA \A1;ZAPATA \A1;ZAPATA \A1;ZAPATA SECCION B-B ESCALA 1:50 B 2 2 B 2 2 B 2 2 TALLER CONSTRUCTIVO III CIMENTACION. PLANTA Y SECCIONES ABRIL-2004 INSTITUCION MATERIA CONTIENE PRESENTO CODIGO FECHA PL 2/2

Language	Spanish
Drawing Type	Plan
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials
Measurement Units
Footprint Area
Building Features
Tags	area, autocad, base, cálculate, DWG, footings, FOUNDATION, foundations, fundament, plan, plans, sections