Trade – Housing Bifamily – Losa Alivianda DWG Detail for AutoCAD

Trade – Housing Bifamily – Losa Alivianda – Plant Tecos – Structural Details

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

live trade two family, lightened floor, structure, draft:, owner:, description:, specialty:, April, professional:, date:, district:, Location:, scale:, drawing:, rev .:, dpto., prov .:, lime, sheet:, lime, detail, scale, lightened detail, detail, steel temperature m., ceramic hollow brick, values ​​of, lower reinforcement, for lightened flat beams the lower steel is, 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, in case of not splicing in the areas indicated with, the percentages increase the length of, overlap splices for lightened beams, vertical splicing, anyone, for, splicing in a, notes, upper reinforcement, staircase empty, empty, solid slab, of stairs goes up, lightened floor, esc., lightened typical floor, esc., solid slab, empty, of stairs arrives, of stairs goes up, empty, proy. ducts pass joists remove bricks, staircase empty, is born columneta in floor ceiling, columneta, lightened roof, esc., rest esc., high tank slab, Columneta is born, lightened, columneta detail, esc., rest esc., rest esc., rest esc., rest esc., rest esc., rest esc., bracing rest in wall esc., rest esc., esc., cut, rest esc., rest esc., cut, esc., cut, rest esc., rest esc., cut, portico shaft

Raw text data extracted from CAD file:

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BIFAMILIAR ALIGERADO 1°, 2° Y 3° PISO ESTRUCTURA PROYECTO: PROPIETARIO: DESCRIPCION: ESPECIALIDAD: ABRIL 2003 PROFESIONAL: FECHA: DISTRITO: UBICACION: ESCALA: DIBUJO: REV.: DPTO. PROV.: E-02 LIMA LAMINA: 1 : 50 LIMA 2 DE 2 DETALLE “T” ESCALA : 1/20 5 DETALLE DE ALIGERADO H=0.20 DETALLE “L” 5 5 5 5 5 5 ACERO DE TEMPERATURA d 1/4″ @ 0.25 m. \A1;X \A1;X \A1;X \A1;X 5 LADRILLO HUECO DE CERAMICA DE 0.15 x 0.30 x 0.30 5 5 5 5 0.25 0.30 0.20 1/2″ 5/8″ Ø 3/8″ X L/4 VALORES DE m m L/3 REFUERZO INFERIOR 3.- PARA ALIGERADOS Y VIGAS CHATAS EL ACERO INFERIOR SE EMPALMARA SOBRE LOS APOYOS SIENDO LA LONGITUD DE EMPALME IGUAL A 25 CM. PARA FIERRO DE 3/8″ Y 35 CM. 1.- NO EMPALMAR MAS DEL 50% DEL AREA DE UNA MISMA SECCION 2.- EN CASO DE NO EMPALMARSE EN LAS ZONAS INDICADAS O CON LOS PORCENTAJES ESPECIFICADOS, AUMENTAR LA LONGITUD DE TRASLAPES Y EMPALMES PARA VIGAS Y ALIGERADOS EMPALME VERTICAL 0.50 5/8″ 3/4″ 0.60 3/4″ d 1/2″ 3/8″ X 0.40 0.40 1″ 1.15 0.60 3/8″ 1/2″ 5/8″ d 0.40 0.40 0.50 h CUALQUIERA L/4 m L/4 L/3 PARA 1/2″ O 5/8″ EMPALME EN UN 70 % . NOTAS 2/3H H/6 \A1;X 1.30 0.75 H/6 1.00 0.55 h 0.45 0.50 0.60 h > 0.30 REFUERZO SUPERIOR 0.40 0.40 0.45 h < 0.30 L/4 L/3 V-P (.30 x .50) V-CH V-CH (.40 x .20) V-P (.30 x .50) V-P1 (.30 x .45) V-P2 (.25 x .40) V-P2 V-P2 V-P3 (.15 x .40) V-P3 (.15 x .40) V-P3 (.15 x .40) V-P3 (.15 x .40) V-P3 (.15 x .40) V-P3 (.15 x .40) V-D V-D V-D (.15 x .20) V-D V-V V-V VACIO DE ESCALERA V-A (.25 x .20) V-A (.25 x .20) V-A (.25 x .20) V-A (.25 x .20) V-A (.25 x .20) V-A (.25 x .20) V-A (.25 x .20) V-A (.25 x .20) V-V V-A (.25 x .20) V-A (.25 x .20) V-P3 V-D (.15 x .20) V-R (.15 x .20) V-R (.15 x .20) C-4 C-4 C-6 C-1 C-6 C-1 C-3 C-4 C-5 C-7 C-6 C-3 C-7 C-1 C-1 C-2 C-2 C-6 C-6 C-6 C-6 C-6 C-3 1 3 2 4 VACIO 5 5 5 5 5 5 5 5 5 5 1Ø 1/2" 1Ø 1/2" 1Ø 3/8" 1Ø 1/2" 1Ø 1/2" 1Ø 3/8" 1Ø 3/8" 1Ø 1/2" 1Ø 1/2" V-P3 (.15 x .40) LOSA MACIZA H=0.20 Ø DE ESCALERA SUBE 1Ø 3/8" @ 0.25 ALIGERADO 1° PISO S/C = 200 Kg/m2 ESC. 1 / 50 (H=0.20) 1Ø 1/2" 5 1Ø 1/2" 5 5 1Ø 3/8" 5 5 1Ø 1/2" 1Ø 1/2" 5 5 1Ø 3/8" 5 5 1Ø 3/8" 1Ø 1/2" 5 1Ø 3/8" 1Ø 1/2" 1Ø 1/2" 5 5 5 5 5 5 1Ø 3/8" 5 5 5 5 5 5 5 5 5 5 1Ø 3/8" 1Ø 1/2" 1Ø 3/8" 1Ø 1/2" 5 5 5 1Ø 1/2" 1Ø 3/8" 5 1Ø 3/8" 5 5 5 5 1Ø 1/2" 5 1Ø 1/2" 5 5 5 5 5 1Ø 1/2" 5 5 1Ø 3/8" 1Ø 3/8" 5 1Ø 1/2" 5 5 1Ø 1/2" 5 1Ø 3/8" 1Ø 3/8" 1Ø 1/2" 1Ø 1/2" 5 5 5 5 5 5 5 5 1Ø 1/2" 1Ø 1/2" V-P3 (.15 x .40) V-D (.15 x .20) V-P3 (.15 x .40) 5 5 ALIGERADO TIPICO 2° Y 3° PISO S/C = 200 Kg/m2 C-4 5 5 A 5 1 C-6 V-D 6 5 ESC. 1 / 50 (H=0.20) B' C V-P2 (.25 x .40) 1Ø 1/2" 5 5 5 5 1Ø 1/2" C-4 V-D (.15 x .20) V-P2 C-3 V-V 5 1 C-6 5 V-P3 (.15 x .40) V-D (.15 x .20) 2 C-6 V-P3 (.15 x .40) 3 LOSA MACIZA H=0.20 C-6 5 5 5 5 5 5 5 1Ø 3/8" 1Ø 3/8" 1Ø 3/8" 1Ø 3/8" V-P3 (.15 x .40) C-6 2 5 5 V-P1 (.30 x .45) 1Ø 1/2" 5 5 C-2 5 5 1Ø 1/2" 1Ø 3/8" 1Ø 3/8" V-A (.25 x .20) C-2 3 5 1Ø 1/2" 5 5 5 5 1Ø 1/2" 5 V-A (.25 x .20) V-A (.25 x .20) 5 5 5 V-A (.25 x .20) 4 C-1 5 V-A (.25 x .20) 5 5 C-6 6 C-1 3 1Ø 3/8" 1Ø 3/8" 5 5 5 5 5 V-P (.30 x .50) 1Ø 3/8" 5 5 1Ø 3/8" 1Ø 1/2" 5 1Ø 1/2" 1Ø 1/2" 5 1Ø 1/2" V-A (.25 x .20) C-1 4 1Ø 3/8" 5 5 1Ø 3/8" 2 5 5 V-P (.30 x .50) 5 5 V-A (.25 x .20) 5 C-6 5 C-1 6 V-P3 (.15 x .40) 5 1Ø 1/2" 5 V-A (.25 x .20) 5 5 5 7 1Ø 3/8" 5 C-3 1Ø 1/2" 5 8 C-5 V-D (.15 x .20) 5 1Ø 1/2" V-A (.25 x .20) 5 V-CH (.40 x .20) 1Ø 1/2" 5 1Ø 1/2" 5 5 1Ø 1/2" C-4 V-CH 1Ø 3/8" 5 C-3 V-V 7 5 5 1Ø 1/2" VACIO C-6 8 A B C Ø DE ESCALERA LLEGA 1Ø 3/8" @ 0.25 Ø DE ESCALERA SUBE 1Ø 3/8" @ 0.25 1Ø 1/2" 1Ø 3/8" 5 1Ø 1/2" 5 5 5 5 V-P3 (.15 x .40) 1Ø 1/2" VACIO V-D V-D (.15 x .20) 1Ø 1/2" 1Ø 1/2" PROY. DE DUCTO PASAN VIGUETAS QUITAR LADRILLOS VACIO DE ESCALERA V-P3 (.15 x .37) V-P3 (.15 x .37) 5 3 4 C-6 C-1 NACE COLUMNETA 0.15 x 0.30 6 Ø 1/2" EN TECHO DE 3° PISO NACE COLUMNETA 0.15 x 0.30 6 Ø 1/2" EN TECHO DE 3° PISO C-8 C-8 C-2 V-A1 (.30 x .17) V-A1 V-A1 A 5 COLUMNETA 0.15 x 0.30 6 Ø 1/2" COLUMNETA 0.15 x 0.30 6 Ø 1/2" 7 ALIGERADO AZOTEA (H=0.17) S/C = 200 Kg/m2 ESC. 1 / 50 1Ø 3/8" 1Ø 3/8" 5 C-8 6 Ø 1/2" Ø 1/4" 1 @ 0.05, 5 @ 0.10, Resto @ 0.20 (Confinar extremos) ESC. 1.25 5 V-PI LOSA DE TANQUE ELEVADO NACE COLUMNETA 0.15 x 0.30 5 5 5 ALIGERADO H=0.20 5 DETALLE DE COLUMNETA ESC. 1/25 5 5 5 5 Ø 3/8" 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Resto @ 0.20 (Confinar extremos) ESC. 1.25 4 Ø 1/2" V-A 0.17 Ø 3/8" 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Resto @ 0.20 (Confinar extremos) ESC. 1.25 V-A1 4 Ø 1/2" 5 5 Ø 3/8" 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Resto @ 0.20 (Confinar extremos) ESC. 1.25 V-CH 6 Ø 5/8" 5 5 V-D Ø 3/8" 1 @ 0.05, 3 @ 0.10, Resto @ 0.25 (Confinar extremos) ESC. 1.25 4 Ø 1/2" 5 5 Ø 3/8" 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Resto @ 0.20 (Confinar extremos) ESC. 1.25 V-P2 4 Ø 5/8" 5 Ø 1/4" 1 @ 0.05, 4 @ 0.10, Resto @ 0.20 (Confinar extremos) ESC. 1.25 6 Ø 1/2" V-P3 5 5 5 Ø1/4", 1 @ 0.05, Resto @ 0.20 (VIGA DE ARRIOSTRE EN MURO ALTO) ESC. 1.25 2 Ø 3/8" Ø 3/8" 1 @ 0.05, Resto @ 0.10 (Confinar extremos) ESC. 1.25 4 Ø 5/8" + 1 Ø 1/2" V-R V-V 5 5 5 2 Ø 3/8" @ 0.15 (Tipico) 2 Ø 3/8" @ 0.15 (Tipico) V-P (0.30 x 0.50) ESC. 1:25 Ø 3/8", 1 @ 0.05, 4@ 0.10, 3 @ 0.15, Rto.@ 0.20 5 2 Ø 5/8" 5 5 5 2 Ø 3/4" 2 Ø 5/8" 3 Ø 3/4" 1 Ø 3/4" + 2 Ø 5/8" A 5 5 C 5 1 1 1 1 2 2 5 CORTE 1-1 3 Ø 3/4" 2 Ø 3/4" 5 2 Ø 5/8" Ø 3/8" 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Resto @ 0.20 (Confinar extremos) ESC. 1.25 5 3 Ø 3/4" 2 Ø 3/4" 5 5 2 Ø 5/8" 5 Ø 3/8" 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Resto @ 0.20 (Confinar extremos) ESC. 1.25 CORTE 2-2 Ø 3/8", 1 @ 0.05, 4@ 0.10, 3 @ 0.15, Rto.@ 0.20 5 2 Ø 5/8" 5 V-P1 (0.30 x 0.45) 5 3 3 ESC. 1:25 2 Ø 5/8" 4 4 2 Ø 3/8" @ 0.15 (Tipico) A 5 2 Ø 5/8" 2 Ø 3/4" 5 5 2 Ø 3/4" 3 3 2 Ø 3/8" @ 0.15 (Tipico) C 5 3 3 5 5 5 5 2 Ø 3/4" CORTE 4-4 Ø 3/8" 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Resto @ 0.20 (Confinar extremos) ESC. 1.25 2 Ø 3/4" Ø 3/8" 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Resto @ 0.20 (Confinar extremos) ESC. 1.25 CORTE 3-3 2 Ø 3/4" 2 Ø 3/4" 5 5 2 Ø 5/8" 5 2 Ø 5/8" 5 5 2 Ø 5/8" 2 Ø 3/4" PORTICO EJE 4 Y 6 PORTICO EJE 3 5