Lightened Plate System DWG Block for AutoCAD

FLAT PLATE mezzanine lightened.

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

specified, beam beam, Of temperature, typical section of, bending detail of stirrups, in columns beams, specified, higher, reinforcement, less, lower, reinforcement, anyone, higher, values ​​of, overlapping splices for, lightened slabs, cabbage, cabbage, stirrup, rest, its T., ret., lightened floor, scale:, Technical specifications, overload:, flat roof, flat roof, esc:, typical, scale, date, sea., ing. cip, Mr. david marino guerra ochoa, structure: lightened, juan eduardo valenzuela peace, development:, street madagascar lot mza. the cedros de villa chorrillos, two-family dwelling, Location, professional, specialty, draft, owner, note:, column slab, the specified dimensions, they should end up in, hooks which, they will stay in the concrete with, the reinforcing steel used, shaped into beams, in the box shown., picture of standard hooks on rods, of corrugated iron, cabbage, cabbage, cabbage, cabbage, cabbage, stirrup, rest, stirrup, rest, stirrup, rest, stirrup, rest, scale:, cabbage, stirrup, rest, stirrup, rest, cabbage, cabbage, cabbage, stirrup, rest, stirrup, rest, its T., ret., scale:, cabbage, stirrup, rest, cabbage, scale:, cabbage, cabbage, cabbage, its T., ret., scale:, lightened floor, esc:, anchor detail, staircase, staircase, flat beam, its T., ret., flat beam, its T., ret., its T., ret., cabbage, cabbage, stirrup, rest, scale:, det. vb, var., detail

Raw text data extracted from CAD file:

\A1;r \A1;ESPECIFICADO \A1;a \A1;45° \A1;45° \A1;.20 \A1;.05 \A1;.15 \A1;.10 \A1;.10 \A1;.10 \A1;.30 \A1;.30 \A1;ESPECIFICADO \A1;H \A1;m \A1;L/3 \A1;m \A1;L/3 \A1;L/3 \A1;L/4 \A1;L/4 \A1;L/4 \A1;L/4 \A1;1.15 \A1;.25 \A1;.25 \A1;.30 \A1;.15 \A1;.30 \A1;.15 \A1;.30 \A1;\Fsimplex.shx;G \A1;2.30 \A1;2.30 \A1;1.45 \A1;1.60 \A1;1.58 \A1;2.53 \A1;1.43 \A1;4.23 \A1;2.28 \A1;0.70 \A1;3.03 \A1;2.30 \A1;2.53 \A1;1.58 \A1;1.60 \A1;1.45 \A1;3.33 \A1;2.68 \A1;.30 \A1;2.75 \A1;3.85 \A1;.30 \A1;1.90 \A1;.40 \A1;.30 \A1;.30 \A1;3.30 \A1;.30 \A1;.15 \A1;.50 \A1;.15 \A1;.50 \A1;.30 \A1;1.30 \A1;1.28 \A1;2.22 \A1;.80 \A1;.80 \A1;.30 \A1;1.15 \A1;1.80 \A1;.30 \A1;.30 \A1;.15 \A1;.50 \A1;.15 \A1;.50 \A1;.30 \A1;2.75 \A1;1.28 \A1;2.22 \A1;.80 \A1;.80 \A1;.95 \A1;.95 \A1;3.35 \A1;.25 \A1;.80 \A1;2.00 \A1;.15 \A1;.25 \A1;.80 \A1;.80 \A1;2.30 \A1;2.30 \A1;1.45 \A1;1.60 \A1;1.58 \A1;2.52 \A1;1.43 \A1;2.28 \A1;0.70 \A1;3.03 \A1;2.30 \A1;2.52 \A1;1.58 \A1;1.60 \A1;1.45 \A1;3.33 \A1;2.68 \A1;.15 \A1;.20 \A1;.15 \A1;.20 \A1;0.75 \A1;0.75 \A1;0.75 \A1;0.75 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.75 \A1;0.75 \A1;0.75 \A1;0.75 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.65 \A1;0.65 \A1;.15 \A1;.50 \A1;.15 \A1;.30 \A1;0.65 \A1;0.65 \A1;.40 \A1;.30 \A1;.15 \A1;.30 \A1;.30 \A1;2.80 \A1;VAR. \A1;.20 \A1;.025 \A1;.25 \A1;.025 \A1;.02 r ESPECIFICADO a 45° dDE COLUMNA,PLACA O VIGA 45° .20 .05 .15 .10 d1/4″@.25 DE TEMPERATURA .10 .10 ALIGERADO(h=.20) SECCION TIPICA DE ESCALA:1/10 .30 .30 DETALLE DE DOBLADO DE ESTRIBOS EN COLUMNAS Y VIGAS ESPECIFICADO 0.45 0.50 SUPERIOR REFUERZO h MENOR DE 0.30 0.40 0.40 ø 0.40 3/8″ 0.40 1/2″ INFERIOR REFUERZO h CUALQUIERA H m DE 0.30 h MAYOR VALORES DE m L/3 m L/3 L/3 0.60 0.45 0.50 5/8″ L/4 L/4 EMPALMES TRASLAPADOS PARA VIGAS, L/4 L/4 LOSAS Y ALIGERADOS 2-2 5 5 5 COL 5 COL ESTRIBO d 1/4″, 1 @ .05, 3 @ .10, 5 @.15 RESTO @ 0.25 C/E EST. d 1/4″, 1 @ .05, 3 @ .10, Ret. @ 0.25 C/E 2d1/2″ 2d1/2″ 1 1 1°-2° PISO ALIGERADO 5 5 1-1 5 5 ESCALA: 1/25 ESPECIFICACIONES TECNICAS 250 kg/m 250 kg/m. SOBRECARGA: TECHO 1 PISO TECHO 2 PISO 150 kg/m. TECHO 3 PISO ESC: 1/50 ( TIPICO ) PLANO:2/8 ESCALA FECHA 1:50 MAR. 2001 ING. CIP SR. DAVID MARINO GUERRA OCHOA ESTRUCTURA: ALIGERADO JUAN EDUARDO VALENZUELA PAZ DESARROLLO: CALLE MADAGASCAR LOTE 8, MZA. “F1″ LOS CEDROS DE VILLA III, CHORRILLOS VIVIENDA BIFAMILIAR UBICACION PROFESIONAL ESPECIALIDAD PROYECTO PROPIETARIO NOTA: Y LOSA DE CIMENTACION, COLUMNA LAS DIMENSIONES ESPECIFICADAS Y VIGAS, DEBERAN TERMINAR EN GANCHOS STANDARD, LOS CUALES SE ALOJARAN EN EL CONCRETO CON EL ACERO DE REFUERZO UTILIZADO EN FORMA LONGITUDINAL, EN VIGAS EN EL CUADRO MOSTRADO. 1/4″ 15 1/2″ 25 ø 3/8″ 20 5/8″ 35 G(cm) CUADRO DE GANCHOS STANDARD EN VARILLAS DE FIERRO CORRUGADAS \Fsimplex.shx;G 9 9 1.378121539908236 1.378121539908236 1.378121539908236 1.378121539908236 1.378121539908236 1.378121539908236 1.378121539908236 1.378121539908236 11 8 7 6 5 4 1 F E B A 1.378121539908236 1.005599396454826 1.005599396454826 3 5 6 7 8 11 1.378121539908236 1.378121539908236 1.378121539908236 1.378121539908236 1.378121539908236 A C C-3 C-3 C-3 P-1 1.378121539908236 1.378121539908236 F VP-2(.15x.30) d 1/2″ d 3/8″ VP-2(.15x.30) V-CH-2 (.30x.20) V-CH-2 (.30x.20) VP-1(.25x.20) VS-1(.15x.50) VS-1(.15x.50) VS-1(.15x.50) VS-1 VS-1 VP-2(.15x.30) VS-3(.15x.50) VS-3(.15x.30) VS-3(.15x.50) VS-1 VS-2 (.15x.50) V-A-2(.25x.20) VS-2(.15x.50) VB-1(.15x.20) VB(.15×20) C-1 C-2 C-2 5 COL 5 5 2d1/2″ 2d1/2″ 2d1/2″ 2d1/2″ 6d1/2″+1d3/8″ 1-1 5 5 5 COL COL 5 COL 5 COL 5 5 COL ESTRIBO d 1/4″, 1 @ .05, 3 @ .10, RESTO @ 0.20 C/E ESTRIBO d 1/4″, 1 @ .05, 3 @ .10, 5 @.15 RESTO @ 0.25 C/E ESTRIBO d 1/4″, 1 @ .05, 3 @ .10, 5 @.15 RESTO @ 0.25 C/E ESTRIBO d 1/4″, 1 @ .05, 3 @ .10, 5 @.15 RESTO @ 0.25 C/E 2d1/2″ 2d1/2″ 2d1/2″ 2d1/2″ 2 2 1 1 5 5 6d1/2″ 2-2 5 5 ESCALA: 1/25 C-2 C-2 C-2 C-4 C-4 C-2 VS-1(.15x.50) 5 COL 5 5 5 ESTRIBO d 1/4″, 1 @ .05, 3 @ .10, RESTO @ 0.20 C/E 2d1/2″ 5 5 1d3/8″ 2d1/2″ 2d1/2″ 2d1/2″ 1d3/8″ 2d1/2″ 2d1/2″ 2d1/2″ 1 1 ESTRIBO d 1/4″, 1 @ .05, 3 @ .10, 5 @.15 RESTO @ 0.25 C/E 6d1/2″+1d3/8″ 1-1 5 5 1.80 COL COL 5 COL 5 COL ESTRIBO d 1/4″, 1 @ .05, 3 @ .10, RESTO @ 0.20 C/E ESTRIBO d 1/4″, 1 @ .05, 3 @ .10, 5 @.15 RESTO @ 0.25 C/E EST. d 1/4″, 1 @ .05, 3 @ .10, Ret. @ 0.25 C/E 2d1/2″ 2d1/2″ 2 2 5 5 6d1/2″ 2-2 5 5 ESCALA: 1/25 P-1 C-2 C-2 C-4 C-2 5 COL 5 5 5 5 1d3/8″ 2d1/2″ 2d1/2″ 1d3/8″ 2d1/2″ 2d1/2″ 2d1/2″ 1 1 VS-3(.15x.30) 5 ESTRIBO d 1/4″, 1 @ .05, 3 @ .10, 5 @.15 RESTO @ 0.25 C/E VA-2(.25x.30) VS-2(.15x.30) COL C-1 5 5 1d3/8″ 2 2 ESCALA: 1/25 VP-1(.25x.20) 5 5 2d1/2″ 5 1 1 COL C-2 5 5 2d1/2″ 2 2 COL C-2 5 COL C-1 5 5 EST. d 1/4″, 1 @ .05, 3@ .10, 3@.15 Ret. @ 0.20 C/E ESCALA: 1/25 2d1/2″ 2d1/2″ 2d1/2″ 4d1/2″ V-A (.25x.20) V-A (.25x.20) V-B (.10x.15) V-B (.10x.15) V-B (.10x.15) V-B (.10x.15) V-A V-A V-A 3° PISO ( ALIGERADO ) 9 9 5 5 5 5 5 5 5 11 8 7 6 5 4 F E B A 5 5 5 3 5 6 7 8 11 5 5 5 5 5 A C C-3 5 5 F VP-2(.15x.530) VP-2(.15x.30) V-CH-2(.30x.20) V-CH-2(.30x.20) V-A-1(.25x.20) V-A-1(.25x.20) VS-1(.15x.50) VS-1(.15x.50) VS-1(.15x.50) VS-1 VS-1 VP-2(.15x.30) VS-3(.15x.50) VS-3(.15x.30) VS-3(.15x.50) VS-1 VS-2 (.15x.50) V-A-2(.25x.20) VS-2(.15x.50) VB-1(.15x.20) C-4 200 kg/m ESC: 1/50 150 kg/m (Tip.) .30 .30 .10(TIPICO) .35 (Tip.) .30 DETALLE DE ANCLAJE 1-1 5 4d1/2″ 5 2-2 5 4d1/2″+2d1/2″ 5 5 5 CAJA DE ESCALERA V-CH-1(.50x.20) V-CH-1(.50x.20) d 1/2″ d 3/8″ 5 5 5 d 1/2″ d 3/8″ d 1/2″ d 3/8″ 5 d 1/2″ 5 d 1/2″ d 3/8″ d 3/8″ 5 5 d 1/2″ d 3/8″ d 3/8″ 5 d 1/2″ d 1/2″ d 3/8″ 5 5 d 1/2″ d 3/8″ 5 5 5 d 1/2″ d 3/8″ d 3/8″ 5 5 d 1/2″ d 3/8″ d 3/8″ 5 5 d 1/2″ d 3/8″ d 3/8″ 5 CAJA DE ESCALERA d 1/2″ d 1/2″ 5 5 r(cm.) 1/4″ 3/8″ d 2.0 1.3 6.5 a(cm.) 10.0 9d5/8″ VIGA CHATA ( VCH-1 ) 5 5 EST. d 3/8″, 1 @ .05, 5@ .10,6 @ .15 Ret. @ 0.20 C/E V-CH-1(.50x.20) V-CH-1(.50x.20) 6d5/8″ VIGA CHATA ( VCH-2) 5 5 EST. d 3/8″, 1 @ .05, 3@ .10,6 @ .10 Ret. @ 0.20 C/E d 1/2″ d 1/2″ d 1/2″ d 1/2″ 5 5 VP-1(.25x.20) 5 EST. d 1/4″, 1 @ .05, 3@ .10, 3@.15 Ret. @ 0.20 C/E VP-2(.15x.30) 1-1 5 COL 5 5 4d5/8″ C-4 C-2 5 COL 5 2d1/2″ 2d1/2″ ESTRIBO d 1/4″, 1 @ .05, 3 @ .10, 5 @.15 RESTO @ 0.25 C/E ESCALA: 1/25 DET. VB VAR. 2d3/8″ 5 DETALLE ” M ” .025 .25 .025 “M” 1d3/8″ .02 1d3/8″ 2d1/2″ 2d1/2″ 2d1/2″ 2d1/2″ 2d1/2″ 2d1/2″ 1 1 2d1/2″ 2d1/2″ 2d1/2″ 2d1/2″ 4d1/2″+1d3/8″ 2d1/2″ 2d1/2″ 2d1/2″ 2d1/2″ 2d1/2″ 2d1/2″ 1 1 2d1/2″ 2d1/2″ 2d1/2″ 2d1/2″ 2d1/2″ 2d1/2″ 1d3/8″