Details – Beams – Slab And Column Ss07c8 – 11990 – Dc – 40901 DWG Detail for AutoCAD

beam’s details; columns

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

grid for, grid for, grid for, grid for, grid for, grid for, grid for, quality of materials, section beams of garga, scale:, its T., load of, scale:, its T., notes:, all measurements are in meters less than, all measures will have to be verified, adjusted in the field by the approved contractor, another unit is added., tabelon, ipn, asphalt mantle, concrete, welded mesh, roof slab detail, scale:, column section, scale:, its T., portico, scale:, scale:, portico, scale:, its T., its T., its T., portico, scale:, mooring beam, its T., load beam, beam beam, load beam, load beam, beam beam, its T., concrete, reinforcing steel, welded Mesh, chopped stone, structural steel, by pdvsa., north, predominant, wind, plant booth ccm, scale:, mooring beams section, steel cutting coumnas, scale:, slab, ceiling, mooring, load, welded Mesh, concrete, its T., column section, scale:, its T., its T., legend:, column type, tabelon, projected: ing. Carlos Gonzalez, cento motor control, details beams slabs columns

Raw text data extracted from CAD file:

0,05 0,30 0,05 0,40 0,05 0,20 0,05 0,30 0,05 0,20 0,05 0,30 0,05 0,20 0,05 0,30 – A 219480 Rejilla Para Sifonx3 00100 0.14 0.06 0,05 0,20 0,05 0,30 0,05 0,20 0,05 0,30 4,00 4,00 4,00 4,00 4,00 3,50 3,50 7,00 0,80 2,40 0,80 0.80 5,40 0.80 0,60 1,90 0,60 0,80 2,40 0,80 4,00 0,80 2,40 0,80 1,15 1,15 0,60 1,15 1,15 4,00 4,00 4,00 4,00 4,00 3,50 3,50 0,30 3,15 0,70 0,30 0,40 0,30 0,70 0,30 0,30 0,70 0,30 2,05 0,70 0,30 0,55 0,05 0,55 1,95 0,55 2,05 0,55 0,55 0,05 0,20 0,05 0,30 0,05 0,20 0,05 0,30 219480 Rejilla Para Sifonx3 00100 219480 Rejilla Para Sifonx3 00100 219480 Rejilla Para Sifonx3 00100 219480 Rejilla Para Sifonx3 00100 219480 Rejilla Para Sifonx3 00100 219480 Rejilla Para Sifonx3 00100 CALIDAD DE LOS MATERIALES 5 5 5 5 5 5 5 5 0.30 0.10 0.10 0.20 0.30 0.20 3 d5/8″ 3 d5/8″ SECCIÓN B-B VIGAS DE GARGA 0.30×0.40 ESCALA: 1:10 Est. Ø3/8″@ 0.20 x 1.20 5 5 5 5 5 5 5 5 0.20 0.10 0.10 0.20 0.20 0.20 3 d1/2″ Y CARGA DE 0.30×0.30 ESCALA: 1:10 Est. Ø3/8″@ 0.15 x 1.00 NOTAS: 1.- TODAS LAS MEDIDAS ESTAN EN METROS A MENOS QUE 2.- TODAS LAS MEDIDAS TEDRAN QUE SER VERIFICADAS Y/O AJUSTADA EN CAMPO POR EL CONTRATISTA Y APROBADAS SE UNDIQUE OTRA UNIDAD. 3 d1/2″ TABELON IPN 80 MANTO ASFALTICO e= 4mm CONCRETO f’c= 250 Kg/cm MALLA ELECTOSOLDADA DETALLE 1 DE LOSA DE TECHO ESCALA: S/E 0.14 0.06 5 5 5 5 5 5 5 5 0.20 0.10 0.10 0.20 0.20 0.20 3 d1/2″ SECCIÓN C-1 COLUMNAS 0.30×0.30 ESCALA: 1:10 Est. Ø3/8″@ 0.10 x 1.00 3 d1/2″ PORTICO A-E-F PORTICO 1-3 2 8 d 1/2″ X 3.40 ESCALA: 1:50 5 5 5 5 5 A B C D E F ESCALA: 1:50 5 5 1 2 3 2 d1/2″ 3.20 2 PORTICO B-C-D ESCALA: 1:50 5 1 3 5 5 5 Est. Ø3/8″@ 0.15 Est. Ø3/8″@ 0.05 Est. Ø3/8″@ 0.20 Est. Ø3/8″@ 0.05 Est. Ø3/8″@ 0.10 Est. Ø3/8″@ 0.05 Est. Ø3/8″@ 0.10 Est. Ø3/8″@ 0.05 Est. Ø3/8″@ 0.10 Est. Ø3/8″@ 0.05 Est. Ø3/8″@ 0.15 0.80 5 0.80 0,60 5 0,60 Est. Ø3/8″@ 0.05 Est. Ø3/8″@ 0.15 5 5 5 Est. Ø3/8″@ 0.20 Est. Ø3/8″@ 0.05 0.16 0.16 0.16 0.16 1.55 1.55 5 E F PORTICO 2 ESCALA: 1:50 3 d 1/2 X 9.45 0.15 0.15 0.15 0.15 0.15 0.15 3 d 1/2″ X 4.20 – A – A – A – A VIGA DE AMARRE 0.30X0.30 Est. Ø3/8″@ 0.05 Est. Ø3/8″@ 0.05 Est. Ø3/8″@ 0.10 – B – B VIGA DE CARGA 0.30X0.30 VIGA DE RIOSTRA VIGA DE RIOSTRA VIGA DE CARGA 0.30X0.30 VIGA DE CARGA 0.30X0.40 VIGA DE RIOSTRA VIGA DE RIOSTRA 9.15 3.90 5 5 5 Est. Ø3/8″@ 0.15 Est. Ø3/8″@ 0.05 Est. Ø3/8″@ 0.05 Est. Ø3/8″@ 0.10 3 d 1/2″ x 9.01 8.85 8.85 3 d 1/2″ x 9.01 100X100X4mm 0.15 0.15 9.15 3 d 1/2 X 9.45 3 d 5/8 X 9.45 0.15 0.15 9.15 0.15 0.15 9.15 3 d 5/8 X 9.45 5 1,15 0,60 1,15 1,15 – CONCRETO – ACERO DE REFUERZO – MALLA ELECTROSOLDADA – PIEDRA PICADA f’c= 250 Kg/cm2 fy= 4200 Kg/cm2 fy= 5000 Kg/cm2 Nº 1 – ACERO ESTRUCTURAL Fy= 2500 Kg/cm2 POR PDVSA. 1.55 1.55 3 d 1/2″ x 5.55 3 d 1/2″ x 5.55 3 d 1/2″ x 9.01 8.85 8.85 3 d 1/2″ x 9.01 5 5 5 5 5 5 5 A B C D E F 3 2 1 NORTE PREDOMINANTE VIENTO PLANTA CASETA DE CCM ESCALA: 1:75 SECCIÓN A-A VIGAS DE AMARRE 5 5 5 5 5 5 5 5 5 5 5 5 5 5 – A – A 2 2 2 2 2 2 2 2 2 2 2 2 DESPIECE ACERO COUMNAS ESCALA: S/E 3 d 1/2″ X 4.20 3.90 LOSA DE TECHO \W0.9;VIGA DE AMARRE 0.30×0.30 \W0.9;VIGA DE AMARRE 0.30×0.30 \W0.9;VIGA DE AMARRE 0.30×0.30 \W0.9;VIGA DE AMARRE 0.30×0.30 \W0.9;VIGA DE AMARRE 0.30×0.30 \W0.9;VIGA DE AMARRE 0.30×0.30 \W0.9;VIGA DE AMARRE 0.30×0.30 \W0.9;VIGA DE AMARRE 0.30×0.30 \W0.9;VIGA DE AMARRE 0.30×0.30 \W0.9;VIGA DE AMARRE 0.30×0.30 \W0.9;VIGA DE AMARRE 0.30×0.30 \W0.9;VIGA DE CARGA 0.30×0.30 \W0.9;VIGA DE CARGA 0.30×0.40 \W0.9;VIGA DE CARGA 0.30×0.40 \W0.9;VIGA DE CARGA 0.30×0.40 \W0.9;VIGA DE CARGA 0.30×0.30 \W0.9;VIGA DE CARGA 0.30×0.30 MALLA ELECTROSOLDADA 100X100X4mm CONCRETO f`c=250Kg/cm2 5 5 5 5 5 5 5 5 0.20 0.10 0.10 0.20 0.20 0.20 0.20 Est. Ø3/8″@ 0.10 x 1.00 N: 1.063946,21 E: 391.530,99 N: 1.063.939,21 E: 391.550,99 \W0.9;C-1 \W0.9;C-1 \W0.9;C-2 \W0.9;C-2 \W0.9;C-2 \W0.9;C-2 \W0.9;C-2 \W0.9;C-2 \W0.9;C-1 \W0.9;C-1 \W0.9;C-1 \W0.9;C-1 \W0.9;C-1 \W0.9;C-1 UPN-80 5 5 5 5 5 5 5 5 0.20 0.10 0.10 0.20 0.20 0.20 3 d1/2″ SECCIÓN C-2 COLUMNAS 0.30×0.30 ESCALA: 1:10 Est. Ø3/8″@ 0.10 x 1.00 3 d1/2″ 2 d1/2″ 0.10 0.10 0.20 0.20 0.20 0.20 Est. Ø3/8″@ 0.10 x 1.00 LEYENDA: C-X COLUMNA TIPO e=14cm IPN-80 TABELON PROYECTADO: ING. CARLOS GONZALEZ CENTO CONTROL DE MOTORES DETALLES VIGAS LOSAS Y COLUMNAS