Details Of Columns DWG Detail for AutoCAD

Details Of Columns DWG Detail for AutoCAD

Details of columns and structural and seismic pin

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

architecture, content, number, concrete structural columns, columns on walls, interlock pins, sill beams, raised of masonry, the rods corrugated astm will be grade the astm corrugated rods will be of degree, mortar:, added psi class can be used added with supervisor approval., block of kg., var., var., projects without written authorization of i.j.s.u.d., of the project specified here can not be used in other, all these information designs are for exclusive use, the church of Jesus Christ of Latter-day Saints., these drawings are instruments of service are owned by, important note:, d., dimensions of mts format., projects s.a., owner legal representative:, firm, date:, group, scale:, drawing:, content:, observations, number:, date, do not., responsable, draft:, route:, color posters, thickness, color, indicated, July, series, corr., leaf code, building type:, extension, scj, July, development of plans, structural revision of plans, architectural revision of plans, arq. edwin diaz col., corporate building telephones: email:, stake, chinaca neighborhood, street village huehuetenango, reinforcements no., column, scale, armed with, detail, column, scale, armed with, detail, reinforcements no., stirrups, column, scale, armed with, detail, var., reinforcements no., stirrup, block of kg., pin no., block wall, scale, pin, detail, in block wall, scale, pin, detail, pin no., link no. alternate spinning, block of kg., scale, complete block in walls, detail, scale, half block in walls, detail, smooth block of kg., half block smooth of kg., see specification, column, scale, armed with, detail, reinforcements no., link, block wall, scale, pin, detail, pin no., link no. alternate spinning, block of kg., link no. alternate spinning, see specification, see specification, see specification, pin no., see specification, see modulation structural sections of walls in sheets no. see specifications of sheet materials no., var., column, scale, armed with, detail, column, scale, armed with, detail, reinforcements no., stirrup, reinforcements no., stirrups, rest link, reinforcements no., stirrup rest, reinforcements no., stirrups rest, pin no., eighth of cm, scale, pin, detail, pin no., block of kg., eighth of cm, scale, false column, detail, bap, eighth of cm, pin no., block of, pin posts, specification, reinforcements no., reinforcements no., scale, pin, detail, pin no., block of kg., existing with new, scale, column union, detail, demolition of existing column, conserve existing reinforcement to anchor reinforcements of the new column, apply expoxy for old concrete with new concrete, column, cap screw, color posters, thickness, color, scj

Raw text data extracted from CAD file:

ARQUITECTURA CONTENIDO 3 CONTENIDO 2 CONTENIDO 1 NUMERO NUMERO NUMERO NUMERO 1 2 4 5 2 5 1 0.2 0 0.3 0.4 \T4;METROS 1 2 4 5 2 5 1 0.1 0 0.15 0.2 \T4;METROS 1 2 4 5 2 5 1 1 2 4 5 2 5 1 1 2 4 5 2 5 1 1 2 4 5 2 5 1 A 123 1 2 4 5 2 5 1 1 2 4 5 2 5 1 COLUMNAS ESTRUCTURALES DE CONCRETO A 43-A COLUMNAS EN MUROS B 43-B PINES INTERBLOCK C 43-C SOLERAS Y VIGAS D 43-D LEVANTADO DE MAMPOSTERIA E 43-E LAS VARILLAS No.2 Y No.3 LISO Y CORRUGADO ASTM A615 SERA GRADO 40 LAS VARILLAS No.4, No.5, No.6 Y No.8 CORRUGADAS ASTM A615 SERAN DE GRADO 60. MORTERO: CLASE 4,000 psi (f'c=280 Kg/cm²), AGREGADO 3/4", SE PUEDE UTILIZAR AGREGADO 1" CON APROBACION DEL SUPERVISOR. BLOCK DE 0.14 X 0.19 X 0.39 50 Kg. 0.175 0.175 0.14 0.025 0.09 0.025 0.025 0.025 CO-7A/0.13 VAR. 0.10 0.07 0.07 0.20 0.07 0.07 0.04 0.04 \Q30;0.19 \Q30;0.14 \Q31;0.39 \Q30;0.19 \Q31;0.19 \Q30;0.14 0.05 0.05 0.12 0.14 L/2 L/2 0.025 0.09 0.025 0.17 0.23 0.03 0.11 VAR. CO-3A/0.23 0.14 0.025 0.09 0.025 0.025 0.025 0.145 0.05 0.195 CO-7/0.14 0.025 0.025 0.025 0.025 0.45 0.20 0.20 0.20 0.05 0.15 0.04 0.11 0.04 0.28 0.18 0.55 0.18 0.04 0.10 0.025 0.06 0.04 0.50 0.025 0.20 0.90 0.10 0.04 0.025 0.025 0.025 0.025 0.40 CO-3/0.20 0.60 0.07 0.07 0.00 0.00 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.10 0.20 0.40 PROYECTOS SIN AUTORIZACION ESCRITA DE LA I.J.S.U.D. DEL PROYECTO AQUI ESPECIFICADO Y NO PUEDEN SER USADOS EN OTROS TODOS ESTOS DIBUJOS, DISEÑOS E INFORMACION SON DE USO EXCLUSIVO LA IGLESIA DE JESUCRISTO DE LOS SANTOS DE LOS ULTIMOS DIAS. ESTOS DIBUJOS SON INSTRUMENTOS DE SERVICIO Y SON PROPIEDAD DE NOTA IMPORTANTE: D.R. 2004" DIMENSIONES DE FORMATO 0.594 x 0.891 MTS. Proyecta S.A. PROPIETARIO O REPRESENTANTE LEGAL: FIRMA FECHA: GRUPO ESCALA: DIBUJO: CONTENIDO: OBSERVACIONES ESTACA/MISION: NUMERO: BARRIO/RAMA: FECHA No. 1 2 3 RESPONSABLE PROYECTO: RUTA: 09 0.05 07 08 0.05 07 07 0.05 07 06 0.6 07 05 0.5 07 04 0.4 07 03 0.3 07 02 0.2 07 01 0.1 07 COLOR IMPRESION GROSOR (mm) COLOR 10 1.0 07 12 1.2 07 INDICADA JULIO 2,011 13 0.05 07 SERIE CORR. CODIGO DE HOJA EDIFICIO TIPO: AMPLIACION A&R A 1 2 3 4 5 6 7 8 9 10 11 12 B C D E F G H I J K L SCJ 13 14 15 16 17 18 JULIO 2,011 JULIO 2,011 JULIO 2,011 DESARROLLO DE PLANOS REVISION ESTRUCTURAL DE PLANOS REVISION ARQUITECTONICA DE PLANOS 2,011 ARQ. EDWIN DIAZ COL. 3080 EDIFICIO CORPORATIVO Z.15 TELEFONOS: 2369-7379/80/81 EMAIL: proyectagt@gmail.com ESTACA CALVARIO 5358442 BARRIO CHINACA BARRIO CHINACA CALLE REAL, ALDEA CHICORRAL, HUEHUETENANGO ACADWORK/PAISES/GUATEMALA/CHINACA/PLANIFICACION/000.DWG 0.15 0.06-0.11 0.10 1 2 4 5 2 5 1 0.20 0.07 0.07 0.30 0.50 1.62 REFUERZOS 3 No. 6 REFUERZOS 3 No. 6 CO-1 CO-2 CO-3 CO-4 CO-5 CO-6 CO-9 CO-10 COLUMNA C0-1 403-2 1 ESCALA 1:10 ARMADO DE DETALLE COLUMNA CO-3/CO-3A 403-2 3 ESCALA 1:10 ARMADO DE DETALLE 5 5 5 5 REFUERZOS 3 No. 5 REFUERZOS 2 No. 4 ESTRIBOS No.3 A/C 0.10 5 CO-3/0.20 5 5 COLUMNA CO-5/CO-5A 403-2 7 ESCALA 1:5 ARMADO DE DETALLE 5 5 5 5 5 5 CO-7A/0.13 VAR. REFUERZOS 4 No. 3 ESTRIBO No.2 A/C 0.10 BLOCK DE 0.14 x 0.19 x 0.39 DE 50 Kg. PIN No. 3 5 5 5 EN MURO BLOCK 403-2 10 ESCALA 1:5 PIN 14 DETALLE P14 EN MURO DE BLOCK 403-2 11 ESCALA 1:5 PIN 23 DETALLE P23 5 5 5 2 PINES No. 3 ESLABON No. 2 @ HILADA ALTERNOS BLOCK DE 0.14 x 0.19 x 0.39 DE 50 Kg. 5 5 403-2 13 ESCALA 1:10 BLOCK COMPLETO EN MUROS DETALLE 403-2 14 ESCALA 1:10 MEDIO BLOCK EN MUROS DETALLE BLOCK LISO 0.14 X 0.19 X 0.39 DE 50 Kg. MEDIO BLOCK LISO 0.14 X 0.19 X 0.19 DE 50 Kg. \Q30;<> \Q30;<> \Q31;<> \Q30;<> \Q31;<> \Q30;<> 5 5 43-E 400-1 VER ESPECIFICACION COLUMNA CO-6, CO-7, CO-8 403-2 8 ESCALA 1:5 ARMADO DE DETALLE 5 5 L/2 L/2 5 5 5 REFUERZOS 2 No. 3 ESLABON No.2 A/C 0.10 EN MURO BLOCK 403-2 12 ESCALA 1:5 PIN 44 DETALLE 5 5 PIN No. 4 PIN No. 4 PIN No. 4 ESLABON No. 2 @ HILADA ALTERNOS BLOCK DE 0.14 x 0.19 x 0.39 DE 50 Kg. ESLABON No. 2 @ HILADA ALTERNOS 43-E 400-1 VER ESPECIFICACION 43-E 400-1 VER ESPECIFICACION 43-E 400-1 VER ESPECIFICACION PIN No. 4 43-E 400-1 VER ESPECIFICACION 1- VER MODULACION Y SECCIONES ESTRUCTURALES DE MUROS EN HOJAS No. 403-3 A 403-12 2- VER ESPECIFICACIONES DE LOS MATERIALES EN HOJA No. 400-1 5 5 VAR. COLUMNA CO-2 403-2 2 ESCALA 1:10 ARMADO DE DETALLE CO-3A/0.23 COLUMNA CO-5 403-2 6 ESCALA 1:5 ARMADO DE DETALLE 5 5 5 5 5 5 5 REFUERZOS 4 No. 3 ESTRIBO No.2 A/C 0.10 5 5 CO-7/0.14 43-C 400-1 43-A 400-1 43-B 400-1 43-B 400-1 43-B 400-1 43-C 400-1 43-C 400-1 5 5 5 5 REFUERZOS 3 No. 6 ESTRIBOS No.3 A/C 0.10 5 5 5 5 5 5 43-A 400-1 5 5 5 5 5 5 5 5 5 ESLABON No.3, 1 @ 0.05, 10 @ 0.10, RESTO @ 0.15 REFUERZOS 6 No. 5 ESTRIBO No.3, 1 @ 0.05, 10 @ 0.10, RESTO @ 0.15 REFUERZOS 3 No. 3 ESTRIBOS No.3, 1 @ 0.05, 10 @ 0.10, RESTO @ 0.15 5 5 5 5 5 5 5 5 5 PIN No. 4 5 OCHAVO DE 2 cm 403-2 9 ESCALA 1:5 PIN 3 A/C 0.60 DETALLE P13 PIN No. 3 PIN No. 3 BLOCK DE 0.14 x 0.19 x 0.39 DE 50 Kg. 5 5 5 5 5 5 5 5 5 5 5 OCHAVO DE 2 cm OCHAVO DE 2 cm 403-2 15 ESCALA 1:5 DE COLUMNA FALSA DETALLE 5 5 5 5 BAP Ø 4" OCHAVO DE 2 cm PIN No. 4 BLOCK DE 20 X 20 X 40 MUROS, COLUMNAS Y PINES ESPECIFICACION 43 REFUERZOS 2 No. 4 43-A 400-1 REFUERZOS 3 No. 6 REFUERZOS 3 No. 5 0.15 CO7/CO8 CO6 0.06-0.11 0.10 CO6 CO7 CO8 5 403-2 4 ESCALA 1:5 PIN 4 DETALLE P24 PIN No. 4 PIN No. 4 BLOCK DE 0.14 x 0.19 x 0.39 DE 50 Kg. 5 5 5 0.50 1.62 EXITENTE CON NUEVA CO-2 403-2 16 ESCALA 1:10 UNION DE COLUMNA DETALLE DEMOLICION DE COLUMNA EXISTENTE CONSERVAR REFUERZO EXISTENTE PARA ANCLAR REFUERZOS DE LA NUEVA COLUMNA APLICAR EXPOXICO PARA CONCRETO VIEJO CON CONCRETO NUEVO COLUMNA CO-2 PERNO 09 0.05 07 08 0.05 07 07 0.05 07 06 0.6 07 05 0.5 07 04 0.4 07 03 0.3 07 02 0.2 07 01 0.1 07 COLOR IMPRESION GROSOR (mm) COLOR 10 1.0 07 12 1.2 07 13 0.05 07 A 1 2 3 4 5 6 7 8 9 10 11 12 B C D E F G H I J K L SCJ 13 14 15

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Other
Measurement Units
Footprint Area
Building Features	A/C
Tags	autocad, béton armé, columns, concrete, DETAIL, details, DWG, formwork, pin, reinforced concrete, schalung, seismic, stahlbeton, structural