Structural Plans DWG Plan for AutoCAD

TECHNICAL SPECIFICATIONS; THE DISTRIBUTION OF STEEL LONGITUDINAL And TRANSVERSAL; SECTION TYPICAL OF LIGHTENED CEILINGS; DETAILS OF SUPPORT COLUMNS AND BEAMS; DETAILS OF ANCHORS.

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., development:, structures, Location, flat:, owner, note:, column slab, the specified dimensions, should end in, hooks which, will be housed in concrete with, the reinforcing steel used, in shape on beams, in the picture shown., standard hooks on rods, 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 ) ESCALA FECHA 1:50 MAR. 2001 DESARROLLO: ESTRUCURAS UBICACION PLANO: 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″