Details Structure Housing Lightened DWG Plan for AutoCAD

Details Structure Housing Lightened DWG Plan for AutoCAD

Housing trade. Structures Plans – Lightened Details – Details Beams – Columns – Armor

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

staircase empty, meeting, meeting, rest esc., cut, cut, rest esc., cut, rest esc., cut, esc., lightened detail, detail, scale, ceramic hollow brick, steel temperature m., detail, vertical splicing, in case of not splicing in the areas indicated with, not splicing more than the area of ​​the same section, for lightened flat beams the lower steel is, notes, upper reinforcement, anyone, lower reinforcement, values ​​of, splicing equal cm. for iron of cm., for, the percentages increase the length of, spans over the supports, the length of which is, splicing in a, overlap splices for lightened beams, housing trade, flat:, date:, scale:, draft, professional:, Location:, signature stamp:, sheet:, cadista, maqs, owner:, April, structures beams details, empty, staircase empty, solid slab, of stairs goes up, of stairs arrives, lightened floor, esc., empty, solid slab, of stairs goes up, lightened, esc., empty, rest esc., cut, rest esc., cut, rest esc., esc., meeting, meeting, esc., rest esc., rest esc., of stairs arrives, rest esc.

Raw text data extracted from CAD file:

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PARA FIERRO DE 3/8" Y 90 CM. L/3 L/3 L/3 PARA 1/2" O 5/8" LOS PORCENTAJES ESPECIFICADOS, AUMENTAR LA LONGITUD DE EMPALMARA SOBRE LOS APOYOS SIENDO LA LONGITUD DE EMPALME EN UN 70 % . TRASLAPES Y EMPALMES PARA VIGAS Y ALIGERADOS C-1 C-1 C-1 C-1 C-1 C-1 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 \W0.40113; 1 \W0.40113; 1 \W0.37732; A \W0.32970; 2 \W0.32970; 3 \W0.30589; 4 \W0.32970; 5 \W0.30589; 6 \W0.30589; C \W0.28208; B \W0.40113; 1 \W0.32970; 2 \W0.32970; 3 \W0.30589; 4 \W0.32970; 5 \W0.30589; 6 \W0.37732; A \W0.30589; C \W0.28208; B 5 5 5 5 5 5 5 5 5 5 5 5 C-3 C-4 C-4 VP-201 (.25 x .45) V-101 (.30 x .50) V-101 (.30 x .50) V-101 (.30 x .50) V-101 (.30 x .50) V-D (.15 x .20) VIVIENDA - COMERCIO PLANO: FECHA: ESCALA: 1/50 PROYECTO PROFESIONAL: UBICACION: FIRMA Y SELLO: LAMINA: E-02 CADISTA : MAQS PROPIETARIO: ABRIL 2014 ESTRUCTURAS LOSA, VIGAS Y DETALLES 5 1Ø 1/2" 5 5 1Ø 1/2" 5 5 5 5 5 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 5 1Ø 1/2" 5 1Ø 1/2" 5 1Ø 1/2" 5 5 5 5 5 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" V-D (.15 x .20) VP-201 (.25 x .45) VCH-02 (0.40 X 0.20) VCH-01 (0.30 X 0.20) VCH-03 (0.35 X 0.20) VCH-01 (0.30 X 0.20) VCH-01 (0.30 X 0.20) VCH-01 (0.30 X 0.20) VCH-01 (0.30 X 0.20) VCH-01 (0.30 X 0.20) VCH-01 (0.30 X 0.20) VCH-01 (0.30 X 0.20) VCH-01 (0.30 X 0.20) V-A (.25 x .20) V-A (.25 x .20) V-A (.25 x .20) V-A (.25 x .20) VACIO VACIO VACIO DE ESCALERA LOSA MACIZA H=0.20 Ø DE ESCALERA SUBE 1Ø 1/2" @ 0.20 Ø DE ESCALERA LLEGA 1Ø 1/2" @ 0.20 ALIGERADO 1° PISO S/C = 300 Kg/m2 (H=0.20) ESC. 1 / 50 C-1 C-1 C-1 C-1 C-1 C-1 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 \W0.40113; 1 \W0.40113; 1 \W0.37732; A \W0.32970; 2 \W0.32970; 3 \W0.30589; 4 \W0.32970; 5 \W0.30589; 6 \W0.30589; C \W0.28208; B \W0.40113; 1 \W0.32970; 2 \W0.32970; 3 \W0.30589; 4 \W0.32970; 5 \W0.30589; 6 \W0.37732; A \W0.30589; C \W0.28208; B 5 5 5 5 5 5 5 5 5 5 5 5 V-101 (.30 x .50) V-101 (.30 x .50) V-101 (.30 x .50) V-101 (.30 x .50) V-D (.15 x .20) 5 5 1Ø 1/2" 5 5 5 5 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 5 1Ø 1/2" 5 1Ø 1/2" 5 5 5 5 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" V-D (.15 x .20) VCH-02 (0.40 X 0.20) VCH-02 (0.30 X 0.20) VCH-01 (0.30 X 0.20) VCH-01 (0.30 X 0.20) VCH-01 (0.30 X 0.20) VCH-01 (0.30 X 0.20) VCH-01 (0.30 X 0.20) VCH-01 (0.30 X 0.20) VCH-01 (0.30 X 0.20) VCH-01 (0.30 X 0.20) V-A (.25 x .20) V-A (.25 x .20) V-A (.25 x .20) VACIO VACIO LOSA MACIZA H=0.20 Ø DE ESCALERA SUBE 1Ø 1/2" @ 0.20 ALIGERADO 2° Y 3°PISO S/C = 300 Kg/m2 (H=0.20) ESC. 1 / 50 5 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" V-D (.15 x .20) V-D (.15 x .20) V-D (.15 x .20) V-D (.15 x .20) VACIO V-D (.15 x .20) V-D (.15 x .20) V-D (.15 x .20) Ø 3/8" 1 @ 0.05, 5 @ 0.10, 3 @ 0.15, Resto @ 0.20 (Confinar extremos) ESC. 1.25 2 Ø 5/8" 5 5 3 Ø 5/8" CORTE 1-1 2 Ø 5/8" 5 Ø 3/8" 1 @ 0.05, 5 @ 0.10, 3 @ 0.15, Resto @ 0.20 (Confinar extremos) ESC. 1.25 5 5 CORTE 2-2 3 Ø 5/8" 5 3 Ø 5/8" 2 Ø 5/8" 5 Ø 1/4" 1 @ 0.05, 4 @ 0.10, Resto @ 0.20 (Confinar extremos) ESC. 1.25 Ø 1/4" 1 @ 0.05, 5 @ 0.10, Resto @ 0.25 (Confinar extremos) ESC. 1.25 6 Ø 1/2" V-A 5 5 V-D 4 Ø 1/2" 5 5 2 Ø 3/8" @ 0.15 (Tipico) V-101, 201, Y 301 (0.30 x 0.50) ESC. 1:25 2 Ø 3/8" @ 0.15 (Tipico) Ø 3/8", 1 @ 0.05, 5@ 0.10, 3 @ 0.15, Rto.@ 0.20 5 5 5 5 6 JUNTA 0.025 5 5 5 1 1 1 1 2 2 2 Ø 5/8" 3 Ø 5/8" 3 Ø 5/8" 2 Ø 5/8" 2 Ø 5/8" # #=3,4,5 5 JUNTA 0.025 1 Ø 5/8" 0.50 5 5 4 4 1 Ø 5/8" 5 5 5 5 2 Ø 3/8" @ 0.15 (Tipico) 5 2 Ø 3/8" @ 0.15 (Tipico) # 2 1 3 Ø 5/8" 3 Ø 5/8" 2 Ø 5/8" 2 Ø 5/8" 4 4 3 3 4 4 2 Ø 1/2" #=3,4,5 V-101, 201, Y 301 (0.30 x 0.50) ESC. 1:25 Ø 3/8" 1 @ 0.05, 3 @ 0.10, Resto @ 0.20 (Confinar extremos) ESC. 1.25 8 Ø 5/8" VCH-02 5 5 Ø 3/8" 1 @ 0.05, 3 @ 0.10, Resto @ 0.20 (Confinar extremos) ESC. 1.25 6 Ø 5/8" VCH-03 5 Ø DE ESCALERA LLEGA 1Ø 1/2" @ 0.20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1Ø 1/2" 5 5 5 5 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 5 1Ø 1/2" 5 5 5 5 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" VP-201 (.25 x .45) VP-201 (.25 x .45) VP-201 (.25 x .45) VP-201 (.25 x .45) VP-201 (.25 x .45) VP-201 (.25 x .45) VP-201 (.25 x .45) VP-201 (.25 x .45) VP-201 (.25 x .45) VP-201 (.25 x .45) VP-201 (.25 x .45) VP-201 (.25 x .45) VP-201 (.25 x .45) VP-201 (.25 x .45) VP-201 (.25 x .45) VP-201 (.25 x .45) VP-201 (.25 x .45) VP-201 (.25 x .45) VP-201 (.25 x .45) VP-201 (.25 x .45) VP-201 (.25 x .45) VP-201 (.25 x .45) V-A (.25 x .20) V-A (.25 x .20) 1Ø 1/2" 1Ø 1/2" 5 5 5 5 5 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 5 5 5 5 5 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 5 5 5 5 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 5 1Ø 1/2" 1Ø 1/2" 5 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 5 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" Ø 3/8" 1 @ 0.05, 3 @ 0.10, Resto @ 0.20 (Confinar extremos) ESC. 1.25 6 Ø 5/8" VCH-01 5

Language	Spanish
Drawing Type	Plan
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Steel
Measurement Units
Footprint Area
Building Features
Tags	armor, autocad, beams, columns, details, DWG, erdbebensicher strukturen, Housing, lightened, plan, plans, seismic structures, structure, structures, strukturen, trade