Details Columns, Porticos And Reinforced Concrete Beams DWG Detail for AutoCAD

Details Columns, Porticos And Reinforced Concrete Beams DWG Detail for AutoCAD

Details columns, porticos and reinforced concrete beams

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

coatings:, concrete, in slabs mt., in columns mt beams., mt., reinforcing steel f’y, general table, fc, electric wire mesh f’y, filling holes in walls, fc, block resistance f’b, materials, reinforcement overlaps, mt., mt., beams slabs:, arq. patricia gonzalez p., province, barahona, Secretary of State for Education, owner:, barahona, arq. Eduard Brinz, manager design:, Location:, ismael miranda, santo r.d, maximo gomez gazcue, lic. a. walls p., ing. francisco a. gonzalez ruiz, location:, draft:, director general of school buildings, Secretary of state, tel: fax:, Secretary of state, Dominican Republic, of Education, drawing:, d.g.e.e., set design:, ing. pure sanchez, supervision:, ing. jose luis robles, budget:, d.g.e.e., electrical installation, review:, d.g.e.e., sanitary instalation, salcedo, lake, enrich, peravia, blue, rodriguez, Santiago, pedro de macoris, national, district, saint, Cristobal, saint, higher, herd, Roman, samana, trinity, sanchez, Maria, structural design:, ing. Sergio Lopez, school, estr., estr., estr., its T., its T., its T., lower upper longitudinal reinforcement, must anchor m. from the inner side of the outer column., viy beam detail, notes, section, beam detail between axles, estr., estr., for future, extension, upper lower reinforcement of the, Beams on the outer supports should anchor, the stirrups in beams columns are, section, estr., estr., estr., estr., estr., for future, extension, estr., mezzanine beam detail, anchor, from the, inner face of the, column, estr., its T., its T., secc., section, for the plant to see staircase ceiling in structural plan of ceiling of the classroom block, from the inner side of the column., beams, columns, estr., columns, horizontal reinforcement of walls, wall shoes, estr., columns, horizontal reinforcement, load walls, columns, reinforcement of walls, columns, estr., columns, horizontal reinforcement, of walls, its T, estr., columns, estr., columns, estr., columns, for mooring, horizontal reinforcement, of walls, global axes, notes, coatings:, concrete, in slabs mt., in columns mt beams., mt., reinforcing steel f’y, general notes, fc, electric wire mesh f’y, filling holes in walls, fc, block resistance f’b, materials, reinforcement overlaps, mt., mt., beams slabs:, its T., estr., beam detail between axles

Raw text data extracted from CAD file:

1 \A1;.70 \A1;.70 \A1;.70 \A1;.70 \A1;.70 \A1;.70 \A1;.25 \A1;1.55 \A1;.25 \A1;.25 \A1;.20 \A1;.20 \A1;.25 \A1;.25 \A1;.20 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;.32 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.70 \A1;0.70 \A1;1.75 \A1;0.70 \A1;.25 \A1;.25 \A1;.45 \A1;.25 \A1;.12 \A1;.35 \A1;.32 \A1;.25 \A1;.25 \A1;35 \A1;0.25 \A1;0.60 \A1;0.25 \A1;0.25 \A1;0.17 \A1;0.20 \A1;0.17 \A1;0.20 \A1;0.25 \A1;0.25 \A1;0.17 \A1;0.20 \A1;0.20 1 1 1 1 \A1;0.25 \A1;0.25 \A1;0.17 \A1;0.20 \A1;0.25 \A1;0.25 \A1;0.17 \A1;0.20 \A1;0.17 \A1; 0.25 \A1;0.25 \A1;0.42 \A1;0.25 \A1;0.60 \A1;0.25 \A1;0.20 x 0.20 \A1;0.20 2. RECUBRIMIENTOS: 1.1 CONCRETO 2.3.- EN LOSAS R = 0.02 mt. 2.2.- EN COLUMNAS Y VIGAS R = 0.04 mt. 2.1.- EN ZAPATAS R = 0.07 mt. 1.2 ACERO DE REFUERZO F'y = 4,200 kg/cm2 TABLA GENERAL F'c = 210 kg/cm2 1.3 MALLA ELECTROSOLDA F'y = 5,000 kg/cm2 1.1.3 LLENADO DE HUECOS EN MUROS F'c = 120 kg/cm2 1.4 RESISTENCIA DE BLOQUES F'b = 60 kg/cm2 1. MATERIALES 3. SOLAPES DEL REFUERZO 3.3.- VARILLAS O 3/4" = 0.75 mt. 3.2.- VARILLAS O 1/2" = 0.50 mt. 3.1.- VARILLAS O 3/8" = 0.30 mt. / / / 3.4.- VARILLAS O 1" = 1.00 mt. / 1.1.1 ZAPATAS, COLUMNAS, VIGAS Y LOSAS: ARQ. PATRICIA GONZALEZ P. PROVINCIA BARAHONA SECRETARIA DE ESTADO DE EDUCACION PROPIETARIO: ENRIQUILLO, BARAHONA ARQ. EDUARDO BRINZ ENCARGADO DISEÑO: UBICACION: ISMAEL MIRANDA SANTO DOMINGO, R.D MAXIMO GOMEZ No.4 GAZCUE LIC. MELANIO A. PAREDES P. ING. FRANCISCO A. GONZALEZ RUIZ LOCALIZACION: PROYECTO: DIRECTOR GENERAL DE EDIFICACIONES ESCOLARES SECRETARIO DE ESTADO TEL: 809-685-6444 - FAX: 809-567-3826 SECRETARIA DE ESTADO REPUBLICA DOMINICANA DE EDUCACION DIBUJO: D.G.E.E. DISEÑO DE CONJUNTO: ING. PURO SANCHEZ SUPERVISION: ING. JOSE LUIS ROBLES PRESUPUESTO: D.G.E.E. INSTALACION ELECTRICA REVISION: D.G.E.E. INSTALACION SANITARIA L A A L T A G R A C I A I N D E P E N D E N C I A B A R A H O N A P E D E R N A L E S M O N S E N O R SALCEDO E S P A I L L A T E L I A S P I N A B A O R U C O LAGO ENRIQUILLO PERAVIA AZUA L A V E G A N O E L RODRIGUEZ D A J A B O N SANTIAGO M O N T E C R I S T I V A L V E R D E S A N T I A G O P U E R T O P L A T A PEDRO DE MACORIS M O N T E P L A T A R A M I R E Z S A N C H E Z NACIONAL DISTRITO SAN CRISTOBAL SAN MAYOR HATO E L S E I B O ROMANA LA SAMANA TRINIDAD SANCHEZ MARIA D U A R T E B A R A H O N A DISEÑO ESTRUCTURAL: ING. SERGIO LOPEZ CENTRO EDUCATIVO Y X + 3 4 5 6 2 1 ESTR. @ 0.10 ESTR. @ 0.10 ESTR. @ 0.10 ESTR. @ 0.10 ESTR. @ 0.10 ESTR. @ 0.10 2 Ø 3/4"CORRIDAS ESTR. @ 0.10 ESTR. @ 0.10 ESTR. @ 0.10 2 Ø 3/4"CORRIDAS ESTR. @ 0.10 ESTR. @ 0.10 ESTR. @ 0.10 ESTR. @ 0.10 ESTR. @ 0.10 ESTR. @ 0.10 5 EST.Ø3/8"a.10 .25 1.55 .25 4 Ø1/2" EST. Ø3/8"@ 0.20 2 Ø1/2" 2 Ø1/2" 1 1 1 1 .25 .20 2 Ø1/2" EST. Ø3/8" @ 0.20 .20 4 Ø1/2" 4 Ø1/2" EST. Ø3/8" @ 0.20 .25 .25 .20 1- \T0.95000;EL REFUERZO LONGITUDINAL SUPERIOR E INFERIOR DEBE ANCLARSE 0.50 M. A PARTIR DE LA CARA INTERIOR DE LA COLUMNA EXTERIOR. 10 DETALLE DE VIGA VIY 1 = 15 M NOTAS : 4 Ø1/2" SECCION A 2 Ø1/2" 13 DETALLE DE VIGA VA-VB-VC ENTRE LOS EJES 6 Y 1 1 = 15 M 2 Ø1/2" 0.60 \A1;0.60 ESTR. @ 0.10 ESTR. @ 0.20 ESTR. @ 0.10 0.60 \A1;0.60 ESTR. @ 0.10 ESTR. @ 0.20 ESTR. @ 0.10 ESTR. @ 0.10 ESTR. @ 0.20 ESTR. @ 0.10 0.60 \A1;0.60 \A1;0.60 0.60 \A1;0.60 0.60 \A1;0.60 0.60 \A1;0.60 0.60 \A1;0.60 \A1;0.60 0.60 \A1;0.60 0.60 \A1;0.60 0.60 PARA FUTURA AMPLIACION 1-EL REFUERZO SUPERIOR E INFERIOR DE LAS VIGAS EN LOS APOYOS EXTERIORES DEBE ANCLARSE 0.75M 2- LOS ESTRIBOS EN VIGAS Y COLUMNAS SON 3/8" .25 .25 35 SECCION A 9 10 11 12 8 7 ESTR. @ 0.10 ESTR. @ 0.10 ESTR. @ 0.10 ESTR. @ 0.10 ESTR. @ 0.10 ESTR. @ 0.10 2 Ø 3/4"CORRIDAS ESTR. @ 0.10 ESTR. @ 0.10 ESTR. @ 0.10 2 Ø 3/4"CORRIDAS ESTR. @ 0.10 ESTR. @ 0.10 ESTR. @ 0.10 ESTR. @ 0.10 ESTR. @ 0.10 ESTR. @ 0.10 5 0.60 \A1;0.60 ESTR. @ 0.10 ESTR. @ 0.20 ESTR. @ 0.10 0.60 \A1;0.60 ESTR. @ 0.10 ESTR. @ 0.20 ESTR. @ 0.10 ESTR. @ 0.10 ESTR. @ 0.20 ESTR. @ 0.10 0.60 \A1;0.60 \A1;0.60 0.60 \A1;0.60 0.60 \A1;0.60 0.60 \A1;0.60 0.60 \A1;0.60 \A1;0.60 0.60 \A1;0.60 0.60 \A1;0.60 0.60 PARA FUTURA AMPLIACION d3/8"@.10 ESTR. @ 0.10 11 DETALLE DE VIGA V2Y 1ER Y 2DO ENTREPISO 1 = 15 M 0.70 0.70 2 Ø 3/4"CORRIDAS 2 Ø 3/4" + 2 Ø 1"ADIC 2 Ø 1"ADIC. 1 Ø 1"ADIC. ANCLAR 0.90M A PARTIR DE LA CARA INTERIOR DE LA COLUMNA 2 Ø 1"CORRIDAS 1.75 \A1;1.75 0.70 ESTR. @ 0.10 2 Ø 3/4" / EST. 03/8"@.10 / EST. 03/8"@.20 A B C .25 .25 .45 .25 .12 .35 SECC. 1 SECC. 2 SECCION B 1 1 1 1 2 Ø 3/4" + 2 Ø 1"ADIC 2- PARA LA PLANTA DE TECHO, VER TECHO DE ESCALERA EN PLANTA ESTRUCTURAL DE TECHO DEL BLOQUE DE AULAS .70 .70 .70 .70 .70 .70 A PARTIR DE LA CARA INTERIOR DE LA COLUMNA. VIGAS VA, VB Y VC 5 COLUMNAS C3 1 = 15 M 0.25 0.60 2 d1/2" 2 d1" 2 d1/2" 2 d1" 2 ESTR. d3/8"@ 0.20 0.25 9 COLUMNAS C2 1 = 15 M 0.25 0.17 10 d3/4" 0.20 REFUERZO HORIZONTAL DE MUROS (VER ZAPATAS DE MURO DE 0.20) 0.17 2 ESTR. d3/8"@ 0.20 0.20 0.25 4 COLUMNAS C1 Y C4 1 = 15 M 0.25 0.17 10 d3/4" 0.20 REFUERZO HORIZONTAL MUROS DE CARGA d3/8" @ .40 0.20 0.25 6 COLUMNAS C10 1 = 15 M REFUERZO DE MUROS 0.25 0.17 0.20 d3/8"@.20 0.25 7 COLUMNAS C9 Y C13 1 = 15 M 0.25 0.17 0.20 0.17 2 ESTR. d3/8"@ 0.20 8 COLUMNAS C11 1 = 15 M 8 d1/2" 0.25 REFUERZO HORIZONTAL DE MUROS 2 EST ESTR. d3/8" @ .20 10 d1/2" 0.25 0.42 0.25 3 COLUMNAS C14 Y C18 1 = 15 M 4 d3"/4" ESTR. d3/8" @ .20 0.60 0.25 2 COLUMNAS C12, C15, C16 Y C17 1 = 15 M 3 d3"/4" 2 d1/2" ESTR. d3/8"@ 0.20 3 d3"/4" 1 COLUMNAS CA2 1 = 15 M d3/8" @ .20 4 d1/2" 0.20 x 0.20 PARA AMARRE REFUERZO HORIZONTAL DE MUROS 0.20 EJES GLOBALES NOTAS : 2. RECUBRIMIENTOS: 1.1 CONCRETO 2.3.- EN LOSAS R = 0.02 mt. 2.2.- EN COLUMNAS Y VIGAS R = 0.04 mt. 2.1.- EN ZAPATAS R = 0.07 mt. 1.2 ACERO DE REFUERZO F'y = 4,200 kg/cm2 NOTAS GENERAL F'c = 210 kg/cm2 1.3 MALLA ELECTROSOLDA F'y = 5,000 kg/cm2 1.1.3 LLENADO DE HUECOS EN MUROS F'c = 120 kg/cm2 1.4 RESISTENCIA DE BLOQUES F'b = 60 kg/cm2 1. MATERIALES 3. SOLAPES DEL REFUERZO 3.3.- VARILLAS O 3/4" = 0.75 mt. 3.2.- VARILLAS O 1/2" = 0.50 mt. 3.1.- VARILLAS O 3/8" = 0.30 mt. / / / 3.4.- VARILLAS O 1" = 1.00 mt. / 1.1.1 ZAPATAS, COLUMNAS, VIGAS Y LOSAS: EST. d3/9"@.10 d3/8"@.10 2 d1/2" 12 d1" 2 ESTR. d3/8"@ 0.20 12 DETALLE DE VIGA VA-VB-VC ENTRE LOS EJES 12 Y 7 1 = 15 M

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, beams, béton armé, columns, concrete, DETAIL, details, DWG, formwork, porticos, reinforced, reinforced concrete, schalung, stahlbeton