Loza Lightened DWG Section for AutoCAD

Loza Lightened DWG Section for AutoCAD

Details china lightened and its respective details amarrre and sections

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

overlap, esc., ground floor, roof plant, esc., esc., lightened floor, rest esc., lightened detail, rest esc., scale, detail, steel temperature m., rest esc., detail, ceramic hollow brick, rest esc., empty, rest esc., rest esc., vertical splicing, values of, anyone, upper reinforcement, lower reinforcement, rest esc., for, spans over the supports, the length of which is, splicing equal cm. for iron of cm., not splicing more than the area of the same section, overlap splices for lightened beams, splicing in a, the percentages increase the length of, for lightened flat beams the lower steel is, in case of not splicing in the areas indicated with, notes, empty, overlap, rest esc., rest esc., rest esc., rest esc., rest esc., rest esc.

Raw text data extracted from CAD file:

\A1;8.00 \A1;2.625 \A1;2.15 \A1;3.225 \A1;8.00 \A1;2.625 \A1;2.15 \A1;3.225 \A1;13.00 \A1;1.575 \A1;2.15 \A1;1.45 \A1;4.05 \A1;3.775 \A1;2.00 \A1;13.00 \A1;1.575 \A1;2.15 \A1;1.45 \A1;4.05 \A1;3.775 \A1;0.60 \A1;2.00 \A1;R=1.05 \A1;R=1.05 \A1;R=1.05 \A1;R=1.05 \A1;R=7.35 \A1;0.80 \A1;0.60 \A1;0.80 \A1;H/6 \A1;0.20 \A1;0.15 \A1;0.05 \A1;0.20 \A1;0.20 \A1;0.40 \A1;0.10 \A1;0.30 \A1;0.25 \A1;0.30 \A1;0.25 \A1;0.29 \A1;0.10 \A1;0.10 \A1;0.30 \A1;0.10 \A1;0.30 \A1;0.20 \A1;0.15 \A1;0.20 \A1;0.35 \A1;L/4 \A1;L/4 \A1;L/4 \A1;L/4 \A1;0.25 \A1;0.20 \A1;2/3H \A1;H/6 \A1;0.25 \A1;0.20 \A1;L/3 \A1;0.10 \A1;0.20 \A1;m \A1;m \A1;h \A1;L/3 \A1;L/3 \A1;0.20 \A1;0.25 \A1;2.03 \A1;0.51 \A1;0.80 \A1;0.70 \A1;0.75 \A1;1.00 \A1;1.15 \A1;1.15 \A1;1.25 \A1;1.25 \A1;0.85 \A1;1.15 \A1;1.25 \A1;1.25 \A1;0.50 \A1;1.15 \A1;1.15 \A1;1.15 \A1;1.15 \A1;0.80 \A1;0.50 \A1;0.80 \A1;0.95 \A1;0.95 \A1;0.40 TRASLAPE \A1;0.20 \A1;0.40 \A1;0.25 \A1;0.20 \A1;0.40 \A1;0.15 \A1;0.40 \A1;0.25 \A1;0.20 \A1;0.15 \A1;0.20 \A1;0.40 \A1;0.25 \A1;0.15 \A1;0.40 ESC. 1 / 50 PLANTA 2° PISO A 5 5 B C D A C B D 5 5 5 5 5 5 1 1' 2 3 4 5 6 5 5 5 5 5 5 5 5 5 6 5 5 1 1' 5 5 5 4 3 2 5 5 R=1.05 R=1.05 R=1.05 R=1.05 R=7.35 PLANTA AZOTEA ESC. 1 / 50 5 5 5 H/6 ESC. 1 / 50 (H=0.20) S/C = 300 Kg/m2 ALIGERADO 2° PISO 5 5 5 5 5 5 Ø 1/4" 1 @ 0.05, Resto @ 0.10 (Confinar extremos) ESC. 1.25 V-V 5 Ø 1/2" DETALLE DE ALIGERADO H=0.20 5 5 5 Ø 1/4" 1 @ 0.05, 4 @ 0.10, Resto @ 0.20 (Confinar extremos) ESC. 1.25 5 V-D 4 Ø 3/8" ESCALA : 1/20 5 5 5 5 5 5 5 DETALLE "L" ACERO DE TEMPERATURA Ø 1/4" @ 0.25 m. 5 5 Ø 3/8" 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Resto @ 0.20 (Confinar extremos) ESC. 1.25 V-CH2 4 Ø 5/8" \A1;X DETALLE "T" LADRILLO HUECO DE CERAMICA DE 0.15 x 0.30 x 0.30 0.30 5/8" \A1;X 5 5 \A1;X 4 Ø 1/2" + 2 Ø 3/8" Ø 1/4" 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Resto @ 0.20 (Confinar extremos) ESC. 1.25 0.20 0.25 X Ø 3/8" \A1;X 1/2" VACIO L/4 L/4 L/4 L/4 Ø 1/4", 1@ 0.05, 4@ 0.10 Resto @ 0.20 (Confinar extremos) ESC. 1.25 0.40 0.40 0.50 0.60 5 5 V-CH1 5/8" 3/4" Ø 1/4" 1 @ 0.05, 4 @ 0.10, Resto @ 0.20 (Confinar extremos) ESC. 1.25 3/8" d 1/2" 2/3H \A1;X X H/6 5 5 V-CH 4 Ø 1/2" 5/8" 1/2" 3/4" 1" d 3/8" 0.45 0.40 0.55 0.60 0.50 0.75 0.50 0.40 0.60 1.00 1.30 1.15 EMPALME VERTICAL h > 0.30 VALORES DE m h < 0.30 0.40 0.45 0.40 h CUALQUIERA REFUERZO SUPERIOR REFUERZO INFERIOR Ø 1/4" 1 @ 0.05, 6 @ 0.10, 2 @ 0.15, Resto @ 0.20 (Confinar extremos) ESC. 1.25 PARA 1/2" O 5/8" EMPALMARA SOBRE LOS APOYOS SIENDO LA LONGITUD DE EMPALME IGUAL A 25 CM. PARA FIERRO DE 3/8" Y 35 CM. L/3 5 5 2 Ø 3/8" V-B m m h L/3 L/3 1.- NO EMPALMAR MAS DEL 50% DEL AREA DE UNA MISMA SECCION TRASLAPES Y EMPALMES PARA VIGAS Y ALIGERADOS EMPALME EN UN 70 % . LOS PORCENTAJES ESPECIFICADOS, AUMENTAR LA LONGITUD DE 3.- PARA ALIGERADOS Y VIGAS CHATAS EL ACERO INFERIOR SE 2.- EN CASO DE NO EMPALMARSE EN LAS ZONAS INDICADAS O CON 5 6 Ø 1/2" V-A NOTAS 5 V-P (.25 x .40) V-D (.15 x .20) V-P V-P (.25 x .40) V-V V-V V-P1 (.25 x .40) V-V V-V V-P1 (.25 x .40) V-P1 V-P3 (.15 x .40) V-D (.15 x .20) V-P3 (.15 x .40) V-P3 (.15 x .40) V-D V-D V-P2 C-7 V-P2 V-P2 V-P (.25 x .40) V-P (.25 x .40) V-P (.25 x .40) V-V V-V V-P4 V-P4 (.25 x .40) V-P4 V-P4 (.25 x .40) V-V V-V V-V V-V V-A (.25 x .20) V-A (.25 x .20) V-D V-D (.15 x .20) V-D V-D (.15 x .20) V-P2 (.15 x .40) V-P5 (.15 x .40) V-P2 V-P2 V-P2 V-P2 V-P2 V-P2 V-P2 VACIO V-A (.25 x .20) V-A1 5 5 1Ø 3/8" 1Ø 3/8" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 3/8" 1Ø 3/8" 2 1 5 5 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 5 5 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 3/8" 1Ø 1/2" 5 5 5 5 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 4 7 5 1Ø 1/2" 5 1Ø 1/2" 1Ø 3/8" 5 5 1Ø 1/2" 5 1Ø 1/2" 5 6 7 5 5 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 5 1Ø 1/2" 1Ø 1/2" 5 1Ø 1/2" V-D 1Ø 1/2" 5 5 5 5 5 3 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 0.40 TRASLAPE V-D V-D V-D V-D 1Ø 3/8" V-P2 V-P2 V-P2 V-P2 Ø 3/8" 1 @ 0.05, 6 @ 0.10, 2 @ 0.15, Resto @ 0.20 (Confinar extremos) ESC. 1.25 4 Ø 5/8" + 2 Ø 1/2" V-P 5 5 5 Ø 3/8" 1 @ 0.05, 6 @ 0.10, 2 @ 0.15, Resto @ 0.20 (Confinar extremos) ESC. 1.25 6 Ø 5/8" V-P1 Ø 3/8" 1 @ 0.05, 6 @ 0.10, 2 @ 0.15, Resto @ 0.20 (Confinar extremos) ESC. 1.25 5 V-P2 4 Ø 5/8" 5 5 5 5 5 5 2 Ø 1/4" 1 @ 0.05, 6 @ 0.10, 2 @ 0.15, Resto @ 0.20 (Confinar extremos) ESC. 1.25 6 Ø 1/2" + 2 Ø 3/8" V-P3 Ø 1/4" 1 @ 0.05, 6 @ 0.10, 2 @ 0.15, Resto @ 0.20 (Confinar extremos) ESC. 1.25 5 6 Ø 1/2" V-P4 5 5 Ø 1/4" 1 @ 0.05, 6 @ 0.10, 2 @ 0.15, Resto @ 0.20 (Confinar extremos) ESC. 1.25 V-P5 5 5 4 Ø 1/2"

Language	Spanish
Drawing Type	Section
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, béton armé, concrete, details, DWG, formwork, lightened, reinforced concrete, respective, schalung, section, sections, stahlbeton