Detalles Estructurales DWG Block for AutoCAD

Detalles constructivos de Cimientos y columnas – columas;cimientos;cortes de muros tipicos;detalles de grada

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

detail, scale:, sierra facade sierra, link rods, plant, scale:, type shoe type, reinforcement shoe: no. both senses, n.p.t., section shoe, scale:, reinforcement shoe: no. both senses, reinforcement: no. do not. double stirrups no. in the rest, typical detail, scale:, foundation, block pomez of with dimensions of united with sabieta in proportion of, run rods links, s.h: rods stirrups, n.p.t., n.p.t., link rods, block pomez of kg. with dimensions of united with sabieta in proportion of, hydroponic rod stirrups, block pomez of kg. with dimensions of united with sabieta in proportion of, intermediate rods stirrups, crown sticks stirrups, sillar rods links, intermediate rods stirrups, crown sticks stirrups, n.p.t., n.p.t., detail, scale:, typical wall, n.p.t., section, scale:, nerve beam, reinforcement: no. link no., reinforcement: no. do not. double stirrups no. in the rest, detail, scale:, column, horizontal scale:, vertical scale:, section, scale:, type air beam, do not. in corners in the upper center non-stick reinforcement. concrete psi., stirrups, stirrups, tensioned rods, rods, rods, rods, type air beam, detail, rods, detail, scale:, column, link rods, stirrup rods, detail, scale:, column, link rods, detail, scale:, column, detail, scale:, middle floor, stirrup rods, water heater, detail, scale:, mooring slab, stirrup rods, detail, scale:, crown corona, stirrup rods, link rods, detail, scale:, sliding door., scale:, detail, step step, both senses m., do not. in corners in the lower center non tension reinforcement. concrete psi.

Raw text data extracted from CAD file:

kesheing@hotmail.comTel: 49400057 5 0.135 0.235 5 5 5 5 5 5 5 5 0.025 0.025 5 0.025 0.225 DETALLE ESCALA: 1 / 5 SOLERA SILLAR FACHADA \A1;REFUERZO: \fArial|b0|i0|c0|p34;\H0.86956x;3 varillas Ø \H0.7x;\S3#8;\H1.4286x;” + eslabones Ø \H0.7x;\S1#4;\H1.4286x;” @ 0.20m. \A1;1.00 \A1;0.20 \A1;1.20 \A1;0.30 \A1;1.00 \A1;0.20 \A1;1.20 \A1;1.20 \A1;2.70 \A1;2.70 \A1;0.50 \A1;7.10 \A1;0.10 \A1;0.20 \A1;0.025 \A1;0.025 \A1;.10 \A1;.15 \A1;.025 \A1;.05 \A1;0.10 \A1;.025 \A1;0.025 \A1;0.025 \A1;0.25 \A1;0.30 \A1;0.025 \A1;0.025 \A1;0.25 \A1;0.30 \A1;0.10 \A1;.025 \A1;.025 \A1;1.00 \A1;0.15 \A1;3.90 \A1;0.15 \A1;4.20 \A1;1.00 \A1;2.96 \A1;0.30 \A1;0.10 \A1;0.18 \A1;0.10 \A1;0.20 \A1;0.10 \A1;0.025 \A1;0.025 \A1;0.20 \A1;0.25 \A1;0.025 \A1;0.025 \A1;0.10 \A1;0.025 \A1;0.025 \A1;0.10 \A1;0.05 \A1;0.05 \A1;0.10 \A1;0.05 \A1;0.025 \A1;0.025 \A1;0.10 \A1;0.025 \A1;0.025 \A1;0.10 \A1;0.15 \A1;0.025 \A1;0.025 \A1;0.15 \A1;0.20 \A1;0.20 \A1;0.15 \A1;0.025 \A1;0.025 \A1;0.25 \A1;0.25 \A1;0.025 \A1;0.025 \A1;0.30 \A1;0.025 \A1;0.025 \A1;0.10 \A1;0.025 \A1;0.025 \A1;0.25 \A1;0.05 \A1;0.05 \A1;0.10 \A1;0.05 \A1;0.025 \A1;0.025 \A1;0.10 \A1;0.33 \A1;0.03 \A1;0.18 \A1;0.50 \A1;0.25 \A1;0.80 \A1;0.20 \A1;0.30 \A1;0.40 \A1;0.10 \A1;0.15 \A1;0.20 \A1;R0.08 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.30 \A1;0.15 \A1;0.15 \A1;0.30 \A1;0.03 \A1;0.15 \A1;0.15 \A1;ZAPATA Z-1=1.60 \A1;0.15 \A1;0.05 \A1;1.40 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;ZAPATA Z-1= 1.60 \A1;0.05 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.05 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.40 \A1;1.20 \A1;1.60 \A1;0.10 \A1;1.60 \A1;ZAPATA Z-2=1.60 \A1;ZAPATA Z-2= 3.00 PLANTA ESCALA: 1 / 10 ZAPATA TIPO 1 Y TIPO 2 ZAPATA Refuerzo: 16 No. 4 @ 0.10m. ambos sentidos -563.5384508016413 -563.5384508016413 -563.5384508016413 -563.5384508016413 -563.5384508016413 -563.5384508016413 -563.5384508016413 -563.5384508016413 -563.5384508016413 -563.5384508016413 -563.5384508016413 -563.5384508016413 -563.5384508016413 -563.5384508016413 -563.5384508016413 -563.5384508016413 -563.5384508016413 -563.5384508016413 -563.5384508016413 -563.5384508016413 -563.5384508016413 -563.5384508016413 -563.5384508016413 -563.5384508016413 -563.5384508016413 -563.5384508016413 -563.5384508016413 -563.5384508016413 -563.5384508016413 -563.5384508016413 -563.5384508016413 -563.5384508016413 \W1.43531; N.P.T. \W0.97137; ± 0.00 -563.5384508016413 -563.5384508016413 -563.5384508016413 SECCION A ZAPATA 1 Y 2 ESCALA: 1 / 10 ZAPATA Refuerzo: 16 No. 4 @ 0.10m. ambos sentidos -563.5384508016413 -563.5384508016413 REFUERZO: 4 No. 5 + 4 No. 4 + doble estribos No. 3, 10 @ 0.10m en los extremos, resto @ 0.15m. REFUERZO: 4 No. 5 + 4 No. 4 + doble estribos No. 3, 10 @ 0.10m en los extremos, resto @ 0.15m. -563.5384508016413 -563.5384508016413 DETALLE TIPICO ESCALA: 1 / 7.5 CIMIENTO CORRIDO 0.50 0.25 1.10 0.80 5 BLOCK POMEZ \fArial|b0|i0|c0|p34;\H0.86956x;resistencia de 50 kg/cm². con dimensiones de 0.14 x 0.19 x 0.39m unido con sabieta en proporciòn 1:3 (cemento+arena de rìo) \A1;CIMIENTO CORRIDO C-1 \fArial|b0|i0|c0|p34;\H0.86956x;Refuerzo: 4 varillas Ø 3/8″ + eslabones Ø \H0.7x;\S3/8;\H1.4286x;” @ 0.20m. \A1;REFUERZO S.H: \fArial|b0|i0|c0|p34;\H0.86956x;4 varillas Ø \H0.7x;\S3#8;\H1.4286x;” + estribos Ø \H0.7x;\S1#4;\H1.4286x;” @ 0.20m. \W1.45257; N.P.T. \W0.98256; ± 0.00 \A1;0.50 \A1;0.25 \A1;1.10 \A1;0.80 \A1;0.20 \A1;0.25 \A1;0.25 \A1;0.10 \A1;.025 \A1;.025 \A1;0.30 \A1;0.10 \A1;0.18 \A1;0.20 \A1;0.33 \A1;0.30 \A1;0.03 \A1;0.10 \A1;0.135 \A1;0.235 \A1;0.30 \A1;0.03 \A1;0.03 \A1;0.24 \A1;0.14 \A1;0.04 \A1;0.06 \A1;0.24 \A1;0.025 \A1;0.025 \A1;0.15 \A1;0.025 \A1;0.225 \A1; N.P.T. -0.10 0.50 0.25 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;CIMIENTO \fArial|b0|i0|c0|p34;\H0.86956x;Refuerzo: 4 varillas Ø 3/8″ + eslabones Ø 3/8″ @ 0.20m. BLOCK POMEZ \fArial|b0|i0|c0|p34;\H0.86956x;resistencia de 50 kg. con dimensiones de 0.14 x 0.19 x 0.39m unido con sabieta en proporciòn 1:3 (cemento+arena de rìo) \A1;SOLERA HIDROFUGA \fArial|b0|i0|c0|p34;\H0.86956x;Refuerzo: 4 varillas Ø \H0.7x;\S3#8;\H1.4286x;” + estribos Ø \H0.7x;\S1#4;\H1.4286x;”, @ 0.20m BLOCK POMEZ \fArial|b0|i0|c0|p34;\H0.86956x;resistencia de 35 kg. con dimensiones de 0.14 x 0.19 x 0.39m unido con sabieta en proporciòn 1:3 (cemento+arena de rìo) BLOCK POMEZ \fArial|b0|i0|c0|p34;\H0.86956x;resistencia de 35 kg. con dimensiones de 0.14 x 0.19 x 0.39m unido con sabieta en proporciòn 1:3 (cemento+arena de rìo) BLOCK POMEZ \fArial|b0|i0|c0|p34;\H0.86956x;resistencia de 35 kg. con dimensiones de 0.14 x 0.19 x 0.39m unido con sabieta en proporciòn 1:3 (cemento+arena de rìo) BLOCK POMEZ \fArial|b0|i0|c0|p34;\H0.86956x;resistencia de 35 kg. con dimensiones de 0.14 x 0.19 x 0.39m unido con sabieta en proporciòn 1:3 (cemento+arena de rìo) \A1;SOLERA INTERMEDIA \fArial|b0|i0|c0|p34;\H0.86956x;Refuerzo: 4 varillas Ø \H0.7x;\S3#8;\H1.4286x;” + estribos Ø \H0.7x;\S1#4;\H1.4286x;”, @ 0.20m \A1;SOLERA CORONA \fArial|b0|i0|c0|p34;\H0.86956x;Refuerzo: 4 varillas Ø \H0.7x;\S1#2;\H1.4286x;” + estribos Ø \H0.7x;\S1#4;\H1.4286x;” @ 0.20m. \A1;SOLERA SILLAR \fArial|b0|i0|c0|p34;\H0.86956x;Refuerzo: 2 varillas Ø \H0.7x;\S3#8;\H1.4286x;” + eslabones Ø \H0.7x;\S1#4;\H1.4286x;”, @ 0.20m \A1;SOLERA INTERMEDIA \fArial|b0|i0|c0|p34;\H0.86956x;Refuerzo: 4 varillas Ø \H0.7x;\S3#8;\H1.4286x;” + estribos Ø \H0.7x;\S1#4;\H1.4286x;”, @ 0.20m \A1;SOLERA CORONA \fArial|b0|i0|c0|p34;\H0.86956x;Refuerzo: 4 varillas Ø \H0.7x;\S1#2;\H1.4286x;” + estribos Ø \H0.7x;\S1#4;\H1.4286x;” @ 0.20m. 0.10 0.20 N.P.T. + 2.70 0.15 N.P.T. + 5.40 DETALLE A ESCALA: 1 / 20 MURO TIPICO N.P.T. 0.00 5 5 .10 .15 .025 .05 0.10 .025 SECCIÒN A ESCALA: 1 / 5 VIGA TIPO NERVIO REFUERZO: 2 No. 4 + eslabon No. 3 @ 0.12m REFUERZO: 4 No. 5 + 4 No. 4 + doble estribos No. 3, 10 @ 0.10m en los extremos, resto @ 0.15m. DETALLE ESCALA: 1 / 5 COLUMNA C-1 5 5 5 5 5 5 5 5 ESCALA HORIZONTAL: 1 / 20 ESCALA VERTICAL: 1 / 12.5 SECCIÒN A Y B ESCALA: 1 / 5 VIGA AEREA TIPO V-1 0.10 .025 \A1;REFUERZO: \fArial|b0|i0|c0|p34;\H0.86956x;REFUERZO. 4 No. 5 en esquinas y en el centro superior refuerzo No 5 baston. concreto 4,000 psi. .025 1.00 0.15 3.90 0.15 4.20 1.00 \A1;REFUERZO: \fArial|b0|i0|c0|p34;\H0.86956x;12 estribos Ø 3/8″ @ 0.07m. \A1;C-1 \A1;C-1 \A1;REFUERZO: \fArial|b0|i0|c0|p34;\H0.86956x;estribos Ø 3/8″ @ 0.07m. \A1;REFUERZO: \fArial|b0|i0|c0|p34;\H0.86956x; estribos Ø 3/8″ @ 0.15m. \A1;REFUERZO: \fArial|b0|i0|c0|p34;\H0.86956x;1 varillas tensionada Ø 5/8″ \A1;REFUERZO: \fArial|b0|i0|c0|p34;\H0.86956x;2 varillas corridas Ø 5/8″ \A1;REFUERZO: \fArial|b0|i0|c0|p34;\H0.86956x;1 varillas BASTON Ø 5/8″ \A1;REFUERZO: \fArial|b0|i0|c0|p34;\H0.86956x;2 varillas corridas Ø 5/8″ 2.96 VIGA AEREA TIPO V-1 DETALLE A A \A1;REFUERZO: \fArial|b0|i0|c0|p34;\H0.86956x;2 varillas corridas Ø 5/8″ 0.20 0.30 0.10 0.18 DETALLE ESCALA: 1 / 5 COLUMNA C-4 \A1;REFUERZO: \fArial|b0|i0|c0|p34;\H0.86956x;2 varillas Ø \H0.7x;\S3#8;\H1.4286x;” + eslabones Ø \H0.7x;\S1#4;\H1.4286x;” @ 0.15m. 0.10 0.20 0.10 5 5 0.20 0.25 5 \A1;REFUERZO: \fArial|b0|i0|c0|p34;\H0.86956x;4 varillas Ø \H0.7x;\S3#8;\H1.4286x;” + estribos Ø \H0.7x;\S1#4;\H1.4286x;” @ 0.15m. 5 5 5 5 5 5 5 5 DETALLE ESCALA: 1 / 5 COLUMNA C-2 \A1;REFUERZO: \fArial|b0|i0|c0|p34;\H0.86956x;2 varillas Ø \H0.7x;\S3#8;\H1.4286x;” + eslabones Ø \H0.7x;\S1#4;\H1.4286x;” @ 0.15m. 5 5 5 5 5 5 5 5 DETALLE ESCALA: 1 / 5 COLUMNA C-3 DETALLE ESCALA: 1 / 5 SOLERA INTERMEDIA \A1;REFUERZO: \fArial|b0|i0|c0|p34;\H0.86956x;4 varillas Ø \H0.7x;\S3#8;\H1.4286x;” + estribos Ø \H0.7x;\S1#4;\H1.4286x;” @ 0.20m. 5 5 5 5 5 5 5 5 SOLERA HIDROFUGA DETALLE ESCALA: 1 / 5 SOLERA DE AMARRE 5 5 5 5 5 5 5 5 5 \A1;REFUERZO: \fArial|b0|i0|c0|p34;\H0.86956x;4 varillas Ø 5/8″ + estribos Ø 3/8\H1x;” @ 0.20m. DETALLE ESCALA: 1 / 5 SOLERA CORONA \A1;REFUERZO: \fArial|b0|i0|c0|p34;\H0.86956x;4 varillas Ø 1/2″ + estribos Ø \H0.7x;\S1#4;\H1.4286x;” @ 0.20m. 5 5 5 5 5 5 5 5 \A1;REFUERZO: \fArial|b0|i0|c0|p34;\H0.86956x;2 varillas Ø \H0.7x;\S3#8;\H1.4286x;” + eslabones Ø \H0.7x;\S1#4;\H1.4286x;” @ 0.15m. DETALLE ESCALA: 1 / 5 SOLERA SILLAR, DINTEL. 5 5 5 5 5 5 5 5 ESCALA: 1 / 5 DETALLE 1 ESCALON DE GRADA \W7.12609; \A1;REFUERZO: \W0.96661; \A1;EN AMBOS SENTIDOS \W8.27867; \A1;Ø \A1;\S3/8;\A1;” @ 0.15 m. \A1;HUELLA.: 0.30m. \A1;CONTRAHUELLA: 0.18m. 5 5 5 5 5 5 A 0.25 0.25 0.10 .025 \A1;REFUERZO: \fArial|b0|i0|c0|p34;\H0.86956x;REFUERZO. 4 No. 5 en esquinas y en el centro inferior refuerzo No 5 tension. concreto 4,000 psi. .025 0.20 0.30 0.10 0.18 5 5 5