Ceiling And Beams Plano DWG Plan for AutoCAD

Ceiling And Beams Plano DWG Plan for AutoCAD

PLAN roof a house of 3 levels with basement Beams reinforced details

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

empty, empty, empty, ladder is born, empty, empty, semi-tank, first floor, plant, empty, empty, empty, empty, Stairway arrives, empty, empty, ladder is born, reinforced concrete, reinforced concrete, Stairway arrives, empty, empty, ladder is born, empty, empty, empty, empty, empty, empty, pass, joists, pass, joists, pass, joists, pass, eap:, students:, course:, civil Engineering, teacher:, date, scale, sheet:, cut, rest both ends, rest both ends, cut, cut, cut, rest both ends, cut, rest both ends, rest both ends, rest both ends, rest both ends, rest both ends, rest both ends, rest both ends, cut, rest both ends, rest both ends, cut, rest both ends, rest both ends, rest both ends, rest both ends, rest both ends, rest both ends, rest both ends, cut, cut, rest both ends, typical section of, both ends, Of temperature, cut, eap:, students:, course:, civil Engineering, teacher:, date, scale, sheet:, cut

Raw text data extracted from CAD file:

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\A1;.75 \A1;.70 \A1;.70 \A1;.65 \A1;.70 \A1;.65 \A1;.75 \A1;.70 \A1;1.00 \A1;1.00 \A1;.70 \A1;.70 \A1;.70 \A1;1.00 \A1;1.00 \A1;.70 \A1;.70 V-P-4(.30 x .50) V-P-1 (.30 x .50) V-CH-1(.40 x .20) V-S-1(.30 x .50) V-S-1(.30 x .50) V-S-1(.30 x .50) V-S-1(.30 x .50) VACIO B A VACIO V-P-1 (.30 x .50) V-CH-1(.40 x .20) Vacio VB(.15x.20) VB(.15x.20) 5 4 3 NACE ESCALERA VB(.15x.20) 2 B Vacio VB(.15x.20) V-CH-2 (.30 x .20) VB(.15x.20) Vacio V-CH-2 (.30 x .20) V-CH-1(.40 x .20) SEMISOTANO PRIMERA PLANTA 2do y 3era PLANTA 5 5 5 5 5 5 A B D 5 5 F G 5 5 5 5 2 C-2 C-4 C-3 C-2 2 C-4 C-3 2´ C-1 3 3 C-2 5 5 5 5 5 5 4´´ C-1 4 4´ C-2 C-2 4 5 5 5 5 C-2 C-1 C-2 5 6 C-1 C-2 C-2 6 5 5 5 7 C-1 C-2 7´ C-2 7 5 5 5 8 C-1 C-2 A C C-2 8 E V-P-4(.30 x .50) B B B B V-P-5(.30 x .50) V-P-5(.30 x .50) V-P-2(.30 x .50) V-P-2(.30 x .50) V-P-2(.30 x .50) V-P-2(.30 x .50) V-P-3(.30 x .50) V-P-3(.30 x .50) V-S-1(.30 x .50) V-S-1(.30 x .50) V-S-1(.30 x .50) V-S-1(.30 x .50) V-S-1(.30 x .50) V-S-1(.30 x .50) V-S-1(.30 x .50) V-S-1(.30 x .50) V-S-1(.30 x .50) V-S-1(.30 x .50) B B 5 5 5 5 V-S-1(.30 x .50) 5 5 V-S-1(.30 x .50) F D B A 5 5 V-S-1(.30 x .50) 5 C-2 5 5 C-3 C-4 C-3 C-4 1 d 1/2" C-1 B V-P-5(.30 x .50) V-P-5(.30 x .50) 5 5 V-P-1 (.30 x .50) V-P-1 (.30 x .50) V-S-1(.30 x .50) V-S-1(.30 x .50) 5 5 V-B-1 V-S-1(.30 x .50) 5 5 V-S-1(.30 x .50) C-2 B B Vacio VB(.15x.20) B B VB(.15x.20) Vacio C-1 V-P-1(.30 x .50) V-P-1(.30 x .50) C C-2 (.20 x .20) (.20 x .20) Vacio Vacio V-P-1(.30 x .50) C-1 V-P-1(.30 x .50) V-S-1(.30 x .50) 5 5 V-S-1(.30 x .50) C-2 V-P-2(.30 x .50) V-P-2(.30 x .50) C-1 B B C-2 C-2 A V-P-3(.30 x .50) C-1 V-P-3(.30 x .50) C-1 VACIO VACIO 5 A C V-S-1(.30 x .50) 5 5 G V-S-1(.30 x .50) 5 2 C-2 C-2 3 5 V-S-1(.30 x .50) 5 V-B-1 V-S-1(.30 x .50) 5 4 C-2 C 5 C-2 V-S-1(.30 x .50) 5 6 C-2 7 C-2 C-2 E 8 VB(.15x.20) VB(.15x.20) VB(.15x.20) LLEGA ESCALERA VB(.15x.20) VB(.15x.20) A Vacio VB(.15x.20) VB(.15x.20) VB(.15x.20) VB(.15x.20) VB(.15x.20) Vacio 3 4 5 2 NACE ESCALERA VB(.15x.20) CONCRETO ARMADO VB(.15x.20) CONCRETO ARMADO VB(.15x.20) A (.15x.20) VB V-CH-1 V-CH-1 V-CH-1(.40 x .20) 5 5 5 5 5 5 5 VB(.15x.20) C-3 5 5 LLEGA ESCALERA 5 A B V-CH-1(.40 x .20) C-2 V-CH-1 C-4 VB 5 5 D F G VB(.15x.20) (.15x.20) V-CH-1 C-3 C-4 2 C-2 5 5 5 V-B-1 V-S-1(.30 x .50) V-B-1 V-S-1(.30 x .50) V-S-1(.30 x .50) 5 5 5 V-S-1(.30 x .50) V-S-1(.30 x .50) C-1 V-S-1(.30 x .50) A VB(.15x.20) Vacio VB(.15x.20) VB(.15x.20) A V-P-5(.30 x .50) VB(.15x.20) V-S-1(.30 x .50) B VB(.15x.20) VB(.15x.20) Vacio 3 4 5 2 NACE ESCALERA VB(.15x.20) V-P-5(.30 x .50) 3 C-2 C-1 B VB(.15x.20) B Vacio 1 d 3/8" C-2 V-P-1(.30 x .50) VB(.15x.20) V-S-1(.30 x .50) B Vacio B V-P-1(.30 x .50) 4 C-2 5 5 5 VB(.15x.20) VB(.15x.20) V-S-1(.30 x .50) V-S-1(.30 x .50) V-S-1(.30 x .50) C-1 C Vacio (.20 x .20) C-2 V-P-1(.30 x .50) (.20 x .20) Vacio C V-P-1(.30 x .50) 5 C-2 C-1 C-1 5 5 V-S-1(.30 x .50) C-2 V-P-2(.30 x .50) C-2 V-P-3(.30 x .50) 5 V-S-1(.30 x .50) V-S-1(.30 x .50) V-P-2(.30 x .50) 6 C-2 V-P-3(.30 x .50) 7 C-2 5 5 A C-1 VACIO A C-2 V-P-1 (.30 x .50) VACIO 5 C V-P-1 (.30 x .50) 8 E C-2 VB(.15x.20) VB(.15x.20) PASAN VIGUETAS PASAN VIGUETAS VIGUETAS PASAN VIGUETAS PASAN V-CH-1(.40 x .20) V-CH-1(.40 x .20) C-4 C-4 C-4 C-4 C-4 C-4 V-S-1(.30 x .50) V-S-1(.30 x .50) V-S-1(.30 x .50) V-S-1(.30 x .50) V-S-1(.30 x .50) V-S-1(.30 x .50) V-S-1(.30 x .50) V-S-1(.30 x .50) V-S-1(.30 x .50) V-CH-2 (.30 x .20) VB(.15x.20) V-CH-2 (.30 x .20) V-CH-2 (.30 x .20) V-CH-2 (.30 x .20) V-CH-2 (.30 x .20) V-CH-2 (.30 x .20) V-CH-2 (.30 x .20) EAP: ALUMNOS: CURSO: INGENIERÍA CIVIL DOCENTE: FECHA ESCALA LAMINA: B 1 d 3/8" 5 1 d 3/8" 5 1 d 1/2" 5 5 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 5 5 1 d 1/2" 1 d 1/2" 1 d 1/2" 5 5 1 d 1/2" 1 d 1/2" 5 1 d 1/2" 1 d 3/8" 5 1 d 3/8" 5 1 d 1/2" 5 5 1 d 1/2" 1 d 1/2" 5 1 d 1/2" 5 1 d 3/8" 1 d 1/2" 5 1 d 3/8" 1 d 3/8" 5 5 1 d 1/2" 5 1 d 3/8" 5 1 d 3/8" 5 5 1 d 3/8" 1 d 3/8" 5 1 d 3/8" 5 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 5 1 d 1/2" 5 1 d 3/8" 1 d 3/8" 5 5 1 d 1/2" 1 d 3/8" 5 1 d 1/2" 5 1 d 1/2" 5 1 d 3/8" 1 d 1/2" 5 1 d 3/8" 5 1 d 3/8" 1 d 3/8" 5 1 d 3/8" 5 5 5 1 d 3/8" B 5 1 d 3/8" 1 d 3/8" 5 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 1/2" 5 1 d 1/2" 5 5 1 d 1/2" 5 1 d 1/2" 1 d 1/2" 1 d 3/8" 5 1 d 3/8" 5 1 d 1/2" 5 1 d 1/2" 1 d 1/2" 5 5 1 d 3/8" 1 d 1/2" 1 d 1/2" 1 d 3/8" 1 d 3/8" 1 d 3/8" \A1;.40 \A1;3.05 \A1;.40 \A1;4.30 \A1;.40 \A1;3.05 \A1;.40 \A1;2.55 \A1;.40 \A1;5.40 \A1;.30 \A1;.50 \A1;.40 \A1;.85 \A1;.85 \A1;.30 \A1;5.45 \A1;.30 \A1;5.45 \A1;.30 \A1;.50 \A1;.30 1 d7/8" -83.81856430975157 -83.81856430975157 2 \A1;.50 \A1;.30 \A1;5.45 \A1;.30 \A1;5.45 \A1;.30 \A1;.30 \A1;.30 \A1;.50 \A1;.30 \A1;.50 -94.17682723277144 -94.17682723277144 6d1/2" \A1;5.45 \A1;.30 \A1;5.45 \A1;.30 \A1;.30 \A1;.50 \A1;.30 \A1;5.45 \A1;.30 \A1;5.45 \A1;.30 \A1;.30 \A1;5.45 \A1;.30 \A1;5.45 \A1;.30 \A1;.30 \A1;.30 \A1;5.45 \A1;.30 \A1;5.45 \A1;.30 \A1;1.10 \A1;.50 \A1;.30 V-P-2 (.30 x .50) -75.08418885046021 -75.08418885046021 -75.08418885046021 -75.08418885046021 -75.08418885046021 -75.08418885046021 4 4 -75.08418885046021 CORTE 4-4 6 d1/2" -75.08418885046021 RESTO @ 20 AMBOS EXTREMOS d 1/4", 1 @.05, 7 @10, 5 @15, 3d1/2" 3d1/2" A C E d 1/4", 1 @.05, 7 @10, 5 @15, 3d1/2" RESTO @ 20 AMBOS EXTREMOS 3d1/2" \A1;5.45 \A1;.30 \A1;5.45 \A1;.30 \A1;.30 \A1;.30 \A1;.50 -85.29792248380232 -85.29792248380232 6d1/2" \A1;.30 \A1;.50 -85.29792248380232 -85.29792248380232 6d1/2" \A1;.30 \A1;.50 \A1;.30 \A1;4.50 \A1;.30 \A1;.20 \A1;.30 \A1;.20 \A1;.05 \A1;.30 \A1;.10 \A1;.10 \A1;.30 \A1;.10 \A1;.15 \A1;.30 \A1;.50 \A1;.30 CORTE 4-4 -77.20649651429112 -77.20649651429112 6 d1/2"+2 d3/4" \A1;.50 \A1;.30 \A1;.30 \A1;.50 CORTE 8-8 -65.51188425495997 -65.51188425495997 6d1/2" \A1;.30 \A1;.50 V-S-1(.30 x .50) 5 5 5 5 5 5 5 5 5 5 CORTE 1-1 .30 .50 6d1/2" 5 5 5 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" 1 1 2 3 4 5 6 8 1 1 5 RESTO @ 20 AMBOS EXTREMOS V-P-1(.30 x .50) 5 A d 1/2", 2 @.05, 2 @10 3 d1/2" 5 5 CORTE 2-2 5 C 3 d1/2" E 2 2 3 d1/2" 2 2 RESTO @ 20 AMBOS EXTREMOS d 1/2", 2 @.05, 2 @10 3 d1/2" RESTO @ 20 AMBOS EXTREMOS d 1/2", 2 @.05, 2 @10 RESTO @ 20 AMBOS EXTREMOS d 1/2", 2 @.05, 2 @10 RESTO @ 20 AMBOS EXTREMOS d 1/2", 2 @.05, 2 @10 RESTO @ 20 AMBOS EXTREMOS d 1/2", 2 @.05, 2 @10 RESTO @ 20 AMBOS EXTREMOS d 1/2", 2 @.05, 2 @10 5 RESTO @ 20 AMBOS EXTREMOS V-P-2(.30 x .50) 5 A d 1/2", 2 @.05, 2 @10 2d3/4" 5 5 CORTE 3-3 5 C 2d3/4" E 3 3 3 d3/4"+1 d1/2" 3 3 .50 .30 5 d3/4"+1 d1/2" RESTO @ 20 AMBOS EXTREMOS d 1/2", 2 @.05, 2 @10 3 d3/4"+1 d1/2" .30 .50 6d1/2" 5 RESTO @ 20 AMBOS EXTREMOS V-P-3(.30 x .50) 5 A d 1/2", 2 @.05, 2 @10 2d3/4" 5 5 CORTE 4-4 5 C 2d3/4" E 4 4 6 d1/2" 4 4 .50 .30 6 d1/2"+2 d3/4" RESTO @ 20 AMBOS EXTREMOS d 1/2", 2 @.05, 2 @10 6 d1/2" 5 RESTO @ 20 AMBOS EXTREMOS V-P-4(.30 x .50) 5 A d 1/2", 2 @.05, 2 @10 5d3/4" 5 5 5 C 5d3/4" E 5 5 2 \U+03C6 3/4" + 2 \U+03C6 5/8" 5 5 RESTO @ 20 AMBOS EXTREMOS d 1/2", 2 @.05, 2 @10 2 \U+03C6 3/4" + 2 \U+03C6 5/8" 5 RESTO @ 20 AMBOS EXTREMOS V-P-5(.30 x .50) 5 A d 1/2", 2 @.05, 2 @10 4d1" 5 5 5 C 4d1" E 6 6 3d1" 6 6 RESTO @ 20 AMBOS EXTREMOS d 1/2", 2 @.05, 2 @10 3d1" 5 RESTO @ 20 AMBOS EXTREMOS V-CH-1(.40 x .20) 5 A d 1/2", 2 @.05, 2 @10 3 d1/2" 5 5 5 C 3 d1/2" E 7 7 3 d1/2" 7 7 RESTO @ 20 AMBOS EXTREMOS d 1/2", 2 @.05, 2 @10 3 d1/2" CORTE 7-7 .30 .50 6d1/2" V-P-4(.30 x .50) V-P-5(.30 x .50) 5 5 V-CH-2(.30 x .20) 2d3/8" 2d1/2" 5 2d3/8"+2d1/2" CORTE 8-8 .20 .30 9 9 B C RESTO @ 20 AMBOS EXTREMOS d 1/2", 2 @.05, 2 @10 .20 .05 ALIGERADO(h=.20) SECCION TIPICA DE .30 .10 .10 .30 ESCALA:1/10 .10 .15 d1/4"@.25 Ambos Extremos DE TEMPERATURA .30 CORTE 5-5 .50 .30 7 \U+03C6 3/4" + 2 \U+03C6 5/8" EAP: ALUMNOS: CURSO: INGENIERÍA CIVIL DOCENTE: FECHA ESCALA LAMINA: CORTE 6-6 .30 .50 7 d 1"

Language	Spanish
Drawing Type	Plan
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete
Measurement Units
Footprint Area
Building Features
Tags	autocad, basement, beams, béton armé, ceiling, concrete, details, DWG, formwork, house, levels, plan, plano, reinforced, reinforced concrete, roof, schalung, stahlbeton