Reinforced Concrete Slab Detail DWG Detail for AutoCAD

Reinforced Concrete Slab Detail DWG Detail for AutoCAD

Detail concrete slab

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

structural floor slab, Add., go beam, beams, beam, beam, beams, beam, beams, Add., a.d., hole, stairs, estr., estr., estr., estr., estr., estr., estr., estr., estr., estr., estr., columns, columns, estr., columns, columns, horizontal reinforcement, load walls, of level, ceiling, columns, horizontal reinforcement of walls, wall shoes, estr., columns, for mooring, horizontal reinforcement, of walls, columns, for mooring, horizontal reinforcement, of walls, addition, go beam, its T., its T., its T., its T., the lower upper reinforcement, must anchor m. from the inner side of the column., in a.c. a.d., staircase detail, beam detail, note, section, hook detail, hook detail, for, hook detail, everybody, stirrups, hook schemes, does not scale, splicing scheme, caliber, sweet wire, diameter of, corrugated bars, diameter of, the bar, minimal splicing, splicing length of, global axes, estr., temp., beams, does not scale, upper reinforcement of the beams in the outer supports must anchor from the inner layer of the column. stirrups in beams columns are, note, stirrup anchors, province, barahona, Secretary of State for Education, owner:, barahona, arq. Eduard Brinz, manager design:, Location:, ismael miranda school, santo r.d, maximo gomez gazcue, lic. a. walls p., ing. francisco gonzalez r., location:, draft:, director school buildings, Secretary of Education, fax:, tel:, Secretary of state, Dominican Republic, of Education, drawing:, d.g.e.e., set design:, ing. pure sanchez, supervision:, ing. jose luis oak, budget:, d.g.e.e., inst. electrical, review:, d.g.e.e., inst. sanitary, archive:, scale:, date:, oct, reference, salcedo, lake, enrich, peravia, blue, rodriguez, Santiago, pedro de macoris, national, district, saint, Cristobal, saint, higher, herd, Roman, samana, trinity, sanchez, Maria, content: block, structural details, isma block, 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:, section, section beams go you, structural design:, ing. Sergio Lopez, columns, estr., columns, horizontal reinforcement of walls, wall shoes, estr., administrative block foundation plant, shoe, shoe, shoe, shoe, shoe, shoe, shoe, collet shoes, a.d., stirrups, firm ground, see foundation plant, column shoes, see foundation plant, estr., firm ground, a.d., column shoes, see foundations, estr., firm ground, a.d., shoe, shoe, shoe, combined shoe, combined shoe, combined shoe, combined shoe, combined shoe, combined shoe, combined shoe, combined shoe, combined shoe, combined shoe, combined shoe, Notes:, the details of the walls columns of, axis blocks, foundations are the corresponding, the classroom blocks., loading wall, reinforced with in a.d., loading wall, reinforced with in a.d., any detail that is not present is equal to, corresponding to the classroom block, province, barahona, secretary of state of

Raw text data extracted from CAD file:

1 \A1;4.70 \A1;3.50 \A1;3.50 \A1;3.50 \A1;3.50 \A1;3.50 \A1;3.50 \A1;3.50 \A1;3.50 \A1;3.65 \A1;3.52 \A1;5.23 2 PLANTA ESTRUCTURAL LOSA DE ENTREPISO 1 = 75 M 3 4 5 8 9 10 6 2 1 -211.2969622092347 -211.2969622092347 -211.2969622092347 7 11 -211.2969622092347 -211.2969622092347 -211.2969622092347 -211.2969622092347 -211.2969622092347 -211.2969622092347 12 -211.2969622092347 A -211.2969622092347 -211.2969622092347 C B Adic. d3/8"@.10 C2 C1 C3 CA2 VIGA VE C5 C6 C6 C7 C2 C3 C4 2 d3/8" N/N C3 C2 C3 C2 VIGAS A, 1, 6 C4 C1 C7 C8 C7 C6 C7 C6 C5 CA1 CA1 CA1 CA1 CA1 CA2 CA2 CA2 CA2 2 d1/2" N/N VIGA Y CA2 VIGA Y VIGA Y VIGA Y VIGA Y VIGAS C, 1, 6 C8 CA2 VIGA Y VIGA Y VIGAS A, 1, 6 VIGAS C, 1, 6 2 d1/2" N/N 2 d1/2" N/N 2 d1/2" N/N Adic. d3/8"@.10 Adic. d3/8"@.10 2 d1/2" N/N 2 d3/8" N/N 2 d3/8" N/N 2 d3/8" N/N 2 d3/8" N/N 2 d3/8" LN/N A.D. CA2 HUECO ESCALERA \A1;0.60 \A1;3.33 \A1;0.60 \A1;0.60 \A1;0.60 \A1;1.70 \A1;0.60 \A1;0.60 \A1;1.70 \A1;0.60 \A1;0.60 \A1;1.70 \A1;0.60 \A1;0.60 \A1;1.70 \A1;0.60 \A1;0.60 \A1;1.70 \A1;0.60 \A1;0.60 \A1;1.70 \A1;0.60 \A1;0.60 \A1;1.70 \A1;0.60 \A1;0.60 \A1;1.70 \A1;0.60 \A1;0.60 \A1;1.70 \A1;.32 \A1;0.60 \A1;0.25 \A1;0.60 \A1;0.25 \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;0.20 x 0.20 \A1;0.20 x 0.20 \A1;.20 \A1;.20 \A1;.20 \A1;.15 \A1;.25 \A1;1.55 \A1;.25 \A1;.25 \A1;.20 \A1;.20 \A1;.25 \A1;.25 \A1;.20 \A1;45° \A1;d \A1;b \A1;d \A1;90° \A1;a \A1;d \A1;d \A1;c \A1;135° \A1;d \A1;d \A1;Le \A1;0.25 \A1;0.60 \A1;45° \A1;12CMS \A1;.25 \A1;.35 \A1;0.25 \A1;0.20 \A1;0.20 \A1;.20 \A1;.70 \A1;.70 \A1;.70 \A1;0.20 10 9 8 5 4 3 7 11 12 6 1 2 -1.822331494042885 2 Ø 3/4"CORRIDAS ESTR. @ 0.10 -1.822331494042885 ESTR.@ .10 -1.822331494042885 ESTR.@ .10 ESTR.@ .20 ESTR. @ 0.10 ESTR. @ 0.10 2 Ø 3/4"CORRIDAS 2 Ø 3/4"CORRIDAS ESTR. @ 0.10 ESTR. @ 0.10 ESTR. @ 0.10 2 Ø 3/4"CORRIDAS -1.822331494042885 ESTR.@ .10 -1.822331494042885 ESTR.@ .10 -1.822331494042885 ESTR.@ .20 2 Ø 3/4"CORRIDAS ESTR. @ 0.10 ESTR. @ 0.10 ESTR. @ 0.10 2 Ø 3/4"CORRIDAS -1.822331494042885 ESTR.@ .10 -1.822331494042885 ESTR.@ .10 -1.822331494042885 ESTR.@ .20 -1.822331494042885 ESTR.@ .10 -1.822331494042885 ESTR.@ .10 -1.822331494042885 ESTR.@ .20 -1.822331494042885 ESTR.@ .10 -1.822331494042885 ESTR.@ .10 -1.822331494042885 ESTR.@ .20 -1.822331494042885 ESTR.@ .10 -1.822331494042885 ESTR.@ .10 -1.822331494042885 ESTR.@ .20 -1.822331494042885 ESTR.@ .10 -1.822331494042885 ESTR.@ .10 -1.822331494042885 ESTR.@ .20 -1.822331494042885 ESTR.@ .10 -1.822331494042885 ESTR.@ .10 -1.822331494042885 ESTR.@ .20 -1.822331494042885 ESTR.@ .10 -1.822331494042885 ESTR.@ .10 -1.822331494042885 ESTR.@ .20 -1.822331494042885 ESTR.@ .10 -1.822331494042885 ESTR.@ .10 -1.822331494042885 ESTR.@ .20 2 Ø 3/4"CORRIDAS ESTR. @ 0.10 ESTR. @ 0.10 ESTR. @ 0.10 2 Ø 3/4"CORRIDAS 2 Ø 3/4"CORRIDAS ESTR. @ 0.10 ESTR. @ 0.10 ESTR. @ 0.10 2 Ø 3/4"CORRIDAS 2 Ø 3/4"CORRIDAS ESTR. @ 0.10 ESTR. @ 0.10 ESTR. @ 0.10 2 Ø 3/4"CORRIDAS 2 Ø 3/4"CORRIDAS ESTR. @ 0.10 ESTR. @ 0.10 ESTR. @ 0.10 2 Ø 3/4"CORRIDAS 2 Ø 3/4"CORRIDAS ESTR. @ 0.10 ESTR. @ 0.10 ESTR. @ 0.10 2 Ø 3/4"CORRIDAS 2 Ø 3/4"CORRIDAS ESTR. @ 0.10 ESTR. @ 0.10 ESTR. @ 0.10 2 Ø 3/4"CORRIDAS 2 Ø 3/4"CORRIDAS ESTR. @ 0.10 ESTR. @ 0.10 ESTR. @ 0.10 2 Ø 3/4"CORRIDAS -1.822331494042885 4 COLUMNAS C3 1 = 15 M -1.822331494042885 -1.822331494042885 5 COLUMNAS C6 Y C7 (DE TECHO) 1 = 15 M 4 d1" ESTR. d3/8" @ .20 -1.822331494042885 -1.822331494042885 3 COLUMNAS C6 Y C7 1 = 15 M -1.822331494042885 1 COLUMNAS C1 Y C4 1 = 15 M 2 d3/4" 2 d3/8" -1.822331494042885 -1.822331494042885 3 d3/4" -1.822331494042885 REFUERZO HORIZONTAL MUROS DE CARGA d3/8" @ .40 DEL 1er. Y 2do. NIVEL DE TECHO 3 d1" 3 d1" 4 d1/2" -1.822331494042885 2 COLUMNAS C2 1 = 15 M 2 d1" -1.822331494042885 -1.822331494042885 2 d3/4" -1.822331494042885 REFUERZO HORIZONTAL DE MUROS (VER ZAPATAS DE MURO DE 0.20) -1.822331494042885 2 d1/2" 2 ESTR. d3/8"@ 0.20 6 COLUMNAS CA1 1 = 15 M 4 d3/4" -1.822331494042885 PARA AMARRE REFUERZO HORIZONTAL DE MUROS 7 COLUMNAS CA2 1 = 15 M d3/8" @ .20 4 d1/2" -1.822331494042885 PARA AMARRE REFUERZO HORIZONTAL DE MUROS 4 Ø3/8" -1.822331494042885 -1.822331494042885 -1.822331494042885 Ø3/8" @ 0.20 Ø1/2" @ 0.15 ADIC Ø1/2" @ 0.30 -1.822331494042885 VIGA VE Ø3/8"a.30 Ø3/8"@ 0.30 2 Ø1/2" 2 Ø3/4" Ø1/2" @ 0.15 EST. d3/8"@ 0.20 EST.Ø3/8"a.10 -1.822331494042885 -1.822331494042885 -1.822331494042885 4 Ø1/2" EST. Ø3/8"@ 0.20 2 Ø1/2" 2 Ø1/2" -1.822331494042885 -1.822331494042885 4 Ø1/2" EST. Ø3/8" @ 0.20 -1.822331494042885 4 Ø1/2" 4 Ø1/2" EST. Ø3/8" @ 0.20 -1.822331494042885 -1.822331494042885 -1.822331494042885 EL REFUERZO SUPERIOR E INFERIOR DEBE ANCLARSE 0.50 M. A PARTIR DE LA CARA INTERIOR DE LA COLUMNA. EN A.C. Y A.D. 6 DETALLE ESCALERA 1 = 15 M 8 DETALLE DE VIGA V1Y 1 = 15 M NOTA : 4 Ø1/2" SECCION A-A (Solo estribo) DETALLE DE GANCHO 135° 1" 3/8" 1/2" 3/4" -1.822331494042885 -1.822331494042885 -1.822331494042885 -1.822331494042885 DETALLE DE GANCHO 90° (Solo para Losas) DETALLE DE GANCHO 180° -1.822331494042885 -1.822331494042885 D -1.822331494042885 -1.822331494042885 -1.822331494042885 - - 5 4 TODOS 3/4" 1" 12 15 8 D 3/8" d 6 1/2" 10 6.5 8 6.5 a 30 15 6 12 8 23 15 12 c b ESTRIBOS 9 ESQUEMAS DE GANCHOS NO ESCALA ESQUEMA DE EMPALMES -1.822331494042885 D(PULG.) 1" 3/4" 1/2" 3/8" -1.822331494042885 CALIBRE 26 ALAMBRE DULCE -1.822331494042885 Le(Cms.) 30.00 100.00 75.00 50.00 DIAMETRO DE BARRAS CORRUGADAS DIAMETRO DE LA BARRA EMPALME MINIMA LONGITUD DE EMPALME DE Y X EJES GLOBALES + 2 Ø1/2" 2 d1/2" 2 d 1" 2 d1" -1.822331494042885 -1.822331494042885 2 d1/2" 2 d1" 2 d1/2" 2 d1" 2 ESTR. d3/8"@ 0.20 2 ESTR. d3/8"@ 0.15 ESTR. d3/8" @ .20 TEMP. d3/8" @ .20 11 VIGAS VA, 1-6/ VA, 7-12/ VC, 1-6/ VC, 7-12 NO A ESCALA 1-EL REFUERZO SUPERIOR DE LAS VIGAS EN LOS APOYOS EXTERIORES DEBEN ANCLARSE 0.75M A PARTIR DE LA CAPA INTERIOR DE LA COLUMNA. 2-LOS ESTRIBOS EN VIGAS Y COLUMNAS SON Ø3/8" NOTA : 10 ANCLAJES DE ESTRIBOS 1 = 15 M -1.822331494042885 -1.822331494042885 -1.822331494042885 -1.822331494042885 -1.822331494042885 -1.822331494042885 PROVINCIA BARAHONA SECRETARIA DE ESTADO DE EDUCACION PROPIETARIO: ENRIQUILLO, BARAHONA ARQ. EDUARDO BRINZ ENCARGADO DISEÑO: UBICACION: ESCUELA ISMAEL MIRANDA SANTO DOMINGO, R.D MAXIMO GOMEZ No.4 GAZCUE LIC. MELANIO A. PAREDES P. ING. FRANCISCO GONZALEZ R. LOCALIZACION: PROYECTO: DIRECTOR EDIFICACIONES ESCOLARES SECRETARIO DE EDUCACION FAX: 809-567-3826 TEL: 809-685-6444 SECRETARIA DE ESTADO REPUBLICA DOMINICANA DE EDUCACION DIBUJO: D.G.E.E. DISEÑO DE CONJUNTO: ING. PURO SANCHEZ SUPERVISION: ING. JOSE LUIS ROBLE PRESUPUESTO: D.G.E.E. INST. ELECTRICA REVISION: D.G.E.E. INST. SANITARIA ARCHIVO: ESCALA: FECHA: OCT REFERENCIA 08 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 CONTENIDO: BLOQUE A DETALLES ESTRUCTURALES 1: 75 ISMA BLOQUE A-ES3 ES3 3 3 21 ES -1.822331494042885 -1.822331494042885 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: -1.822331494042885 SECCION B-B SECCION VIGAS VA Y VC -1.822331494042885 -1.822331494042885 -1.822331494042885 -1.822331494042885 DISEÑO ESTRUCTURAL: ING. SERGIO LOPEZ 1 1 1 1 1 1 1 1 \A1;4.70 \A1;3.50 \A1;3.50 \A1;3.50 \A1;3.50 \A1;3.50 \A1;3.50 \A1;3.50 \A1;3.50 \A1;3.65 \A1;6.83 \A1;1.88 \A1;6.83 \A1;1.88 \A1;0.60 x 0.60 \A1;.15 \A1; .05 \A1;.20 \A1;0.60 x 0.60 \A1;.15 \A1;.15 \A1;0.60 x 0.60 \A1;.15 \A1;.15 \A1;.60 \A1;.20 \A1;.45 \A1;0.60 x 0.60 \A1;.15 \A1;.20 \A1;.15 \A1;.60 \A1;.15 \A1;.15 \A1;.60 \A1;.15 \A1;.45 \A1;0.60 x 0.60 \A1;.15 \A1; .05 \A1;.20 \A1;0.25 \A1;0.60 \A1;0.25 \A1;0.25 \A1;0.17 \A1;0.20 \A1;0.17 \A1;0.20 4 COLUMNAS C3 1 = 15 M -17.84458811172675 -17.84458811172675 2 d1/2" 2 d1" 2 d1/2" 2 d1" 2 ESTR. d3/8"@ 0.20 -17.84458811172675 2 COLUMNAS C2 1 = 15 M 2 d1" -17.84458811172675 -17.84458811172675 2 d3/4" -17.84458811172675 REFUERZO HORIZONTAL DE MUROS (VER ZAPATAS DE MURO DE 0.20) -17.84458811172675 2 d1/2" 2 ESTR. d3/8"@ 0.20 2 d1" -17.84458811172675 \A1;0.30 \A1;.08 \A1;0.40 \A1;0.20 \A1;0.25 \A1;0.40 \A1;0.20 \A1;1.25 \A1;.05 \A1;0.30 \A1;.08 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.25 \A1;.10 \A1;0.30 \A1;.08 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.25 \A1;.02 \A1;0.30 \A1;2.00 x 2.00 \A1;0.35 \A1;0.70 \A1;2.77 \A1;5.20 \A1;2.60 \A1;5.23 \A1;5.22 \A1;5.20 \A1;1.55 \A1;1.68 \A1;2.60 \A1;0.30 \A1;.08 \A1;0.40 \A1;0.40 \A1;0.20 \A1;0.25 \A1;.08 \A1;0.30 \A1;0.30 \A1;.08 \A1;0.30 \A1;0.30 \A1;0.20 \A1;0.25 \A1;0.20 \A1;0.30 \A1;.08 \A1;3.70 x 2.60 \A1;0.50 \A1;.40 \A1;1.10 \A1;0.25 \A1;0.50 \A1;1.45 \A1;3.70 \A1;.60 \A1;.60 \A1;4.70 \A1;3.50 \A1;3.50 \A1;3.50 \A1;3.50 \A1;3.50 \A1;3.50 \A1;3.50 \A1;3.50 \A1;3.65 \A1;3.51 \A1;1.73 \A1;.80 \A1;1.00 \A1;1.25 \A1;1.00 \A1;.80 \A1;.45 \A1;.60 \A1;2.60 x 2.60 \A1;0.40 \A1;0.70 \A1;3.40 x 1.70 \A1;0.35 \A1;0.25 \A1;0.80 \A1;0.25 \A1;0.50 \A1;1.60 \A1;0.70 \A1;.20 \A1;.20 \A1;.20 \A1;.15 \A1;.20 1 PLANTA DE FUNDACION BLOQUE ADMINISTRATIVO 1 = 75 M 10 9 8 5 4 3 7 11 12 -1.316130842868688 -1.316130842868688 -1.316130842868688 6 1 2 -1.316130842868688 -1.316130842868688 -1.316130842868688 -1.316130842868688 -1.316130842868688 -1.316130842868688 -1.316130842868688 A -1.316130842868688 -1.316130842868688 C B C1 C2 C3 C9 C10 C11 C13 C11 C10 C18 C14 C15 C14 C16 C17 C16 C16 C15 ZAPATA Z2 2.00 x 2.00 h = 0.35 ZAPATA Z3 2.00 x 2.00 h = 0.35 ZAPATA Z3 2.00 x 2.00 h = 0.35 ZAPATA Z3 2.00 x 2.00 h = 0.35 ZAPATA Z2 2.00 x 2.00 h = 0.35 ZAPATA Z1 2.00 x 2.00 h = 0.35 C4 ZAPATA Z3 2.00 x 2.00 h = 0.35 C17 C18 CA2 CA2 CA2 CA2 CA2 C1 C2 C4 CA2 C10 C10 C3 C3 C3 C9 -1.316130842868688 -1.316130842868688 -1.316130842868688 -1.316130842868688 -1.316130842868688 -1.316130842868688 -1.316130842868688 C12 C12 2 ZAPATAS DE COL C9 1 = 20 M d1/2" @ .10 A.D. -1.316130842868688 ESTRIBOS d3/8" @ .10 -1.316130842868688 -1.316130842868688 SUELO FIRME VER PLANTA DE FUNDACIONES 3 ZAPATAS DE COLUMNAS C10-C14, C11-C15, C12-C16, C14-C18 1 = 20 M -1.316130842868688 -1.316130842868688 VER PLANTA DE FUNDACIONES ESTR. d3/8" @ .10 -1.316130842868688 -1.316130842868688 -1.316130842868688 -1.316130842868688 -1.316130842868688 SUELO FIRME d1/2" @ .20 A.D. d1/2" @ .15 A.D. 4 ZAPATAS DE COLUMNAS C13-C17 1 = 20 M -1.316130842868688 -1.316130842868688 VER FUNDACIONES ESTR. d3/8" @ .10 -1.316130842868688 -1.316130842868688 -1.316130842868688 -1.316130842868688 -1.316130842868688 SUELO FIRME d1/2" @ .20 A.D. d3/4" @ .18 A.D. C16 C12 C12 C13 -1.316130842868688 ZAPATA Z9 2.60 x 2.60 h = 0.40 ZAPATA Z4 2.00 x 2.85 h = 0.35 ZAPATA Z9 2.60 x 2.60 h = 0.40 ZAPATA COMBINADA Z10-Z14 1.70 x 3.40 h = 0.35 ZAPATA COMBINADA Z11-Z15 1.70 x 3.40 h = 0.35 ZAPATA COMBINADA Z12-Z16 1.70 x 3.40 h = 0.35 ZAPATA COMBINADA Z13-Z17 2.60 x 3.70 h = 0.35 ZAPATA COMBINADA Z12-Z16 1.70 x 3.40 h = 0.35 ZAPATA COMBINADA Z12-Z16 1.70 x 3.40 h = 0.35 ZAPATA COMBINADA Z12-Z16 1.70 x 3.40 h = 0.35 ZAPATA COMBINADA Z11-Z15 1.70 x 3.40 h = 0.35 ZAPATA COMBINADA Z13-Z17 2.60 x 3.70 h = 0.35 ZAPATA COMBINADA Z14-Z18 200 x 3.70 h = 0.35 ZAPATA COMBINADA Z10-Z14 1.70 x 3.40 h = 0.35 NOTAS: 1- LOS DETALLES DE LAS COLUMNAS C1, C2, C3 Y CA2 MUROS DE BLOQUES EJE 1, 2, 6, 7, 11, 12, A, B, C, Y SUS FUNDACIONES SON LOS CORRESPONDIENTES A LOS BLOQUES DE AULAS. -1.316130842868688 MURO DE CARGA DE 0.20 REFORZADO CON d3/8" @ .40 EN A.D. (VERT. Y HOR.) MURO DE CARGA DE 0.20 REFORZADO CON d3/8" @ .40 EN A.D. (VERT. Y HOR.) -1.316130842868688 2- CUALQUIER DETALLE QUE NO SE PRESENTE ES IGUAL AL CORRESPONDIANTE AL BLOQUE DE AULAS (BLOQUE A) B C B C PROVINCIA BARAHONA SECRETARIA DE ESTADO DE EDUCACION PROPIETARIO: ENRIQUILLO, BARAHONA ARQ. EDUARDO BRINZ ENCARGADO DISEÑO: UBICACION: ESCUELA ISMAEL MIRANDA SANTO DOMINGO, R.D MAXIMO GOMEZ No.4 GAZCUE LIC. MELANIO A. PAREDES P. ING. FRANCISCO GONZALEZ R. LOCALIZACION: PROYECTO: DIRECTOR EDIFICACIONES ESCOLARES SECRETARIO DE EDUCACION FAX: 809-567-3826 TEL: 809-685-6444 SECRETARIA DE ESTADO REPUBLICA DOMINICANA DE EDUCACION DIBUJO: D.G.E.E. DISEÑO DE CONJUNTO: ING. PURO SANCHEZ SUPERVISION: ING. JOSE LUIS ROBLE PRESUPUESTO: D.G.E.E. INST. ELECTRICA REVISION: D.G.E.E. INST. SANITARIA ARCHIVO: ESCALA: FECHA: OCT REFERENCIA 08 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 CONTENIDO : BLOQUE B ARQ. PATRICIA GONZALEZ P. 1: 75 ISMA BLOQUE B-BS1 BES1 1 3 29 BS PLANTA DE FUNDACIONES Y DETALLES ESTRUCTURALES 8 ES1 6 ES1 6 ES1 5 ES1 5 ES1 9 ES1 9 ES1 7 ES1 -1.316130842868688 -1.316130842868688 -1.316130842868688 -1.316130842868688 -1.316130842868688 -1.316130842868688 -1.316130842868688 -1.316130842868688 -1.316130842868688 6 ZAPATAS DE MUROS 1 = 20 M EN EJES 2 Y 11 d3/8" @ 0.20 5 d3/8" @ .15 ESTR. d3/8" @ 0.20 TORTA DE PISO MALLA ELECTROSOLDADA W2.3X150X150 -1.316130842868688 4 d1/2" VIGA AMARRE -1.316130842868688 -1.316130842868688 -1.316130842868688 -1.316130842868688 d3/8" @ 0.40 A.D. -1.316130842868688 d3/8" @ 0.30 -1.316130842868688 -1.316130842868688 VER DETALLES MUROS d3/8" @ 0.40 EN A.D. POR DEBAJO DE LA VIGA DE AMARRE NOTA: TODOS LOS HUECOS DE LOS BLOQUES SERAN LLENADOS CON HORMIGON F`c > 120 kg/cm2 1- DESPLANTE DE ZAPATAS (H=1.40 M) 2- EJES 1 Y 12 POR DEBAJO DE LA VIGA DE AMARRE 5 ZAPATAS DE MUROS 1 = 20 M EN EJES 1 Y 12 d3/8" @ 0.20 5 d3/8" ESTR. d3/8" @ 0.20 TORTA DE PISO MALLA ELECTROSOLDADA W2.3X150X150 -1.316130842868688 4 d1/2" VIGA AMARRE -1.316130842868688 -1.316130842868688 -1.316130842868688 -1.316130842868688 d3/8" @ 0.40 A.D. -1.316130842868688 NOTA: TODOS LOS HUECOS DE LOS BLOQUES SERAN LLENADOS CON HORMIGON F`c > 120 kg/cm2 d3/8" @ 0.30 -1.316130842868688 d3/8" @ 0.40 EN A.D. (VERT. Y HOR.) 1- DESPLANTE DE ZAPATAS (H=1.40 M) 2- 8 ZAPATAS DE MUROS 1 = 20 M EN EJES 6 Y 7 ESTR. d3/8" @ 0.20 TORTA DE PISO MALLA ELECTROSOLDADA W2.3X150X150 -1.316130842868688 -1.316130842868688 -1.316130842868688 -1.316130842868688 -1.316130842868688 -1.316130842868688 -1.316130842868688 -1.316130842868688 -1.316130842868688 -1.316130842868688 4 d1/2" VIGA AMARRE d3/8" @ 0.40 A.D. d3/8" @ 0.30 -1.316130842868688 6 d3/8" d3/8" @ 0.40 EN A.D. (VERT. Y HOR.) d3/8" @ 0.20 POR DEBAJO DE LA VIGA DE AMARRE NOTA: TODOS LOS HUECOS DE LOS BLOQUES SERAN LLENADOS CON HORMIGON F`c > 120 kg/cm2 1- DESPLANTE DE ZAPATAS (H=1.40 M) 2- VER DETALLES MUROS EJES 1 Y 12 9 ZAPATAS DE MUROS EJES A Y C 1 = 20 M EN EJES "A" Y "C" d3/8" @ 0.20 3 d3/8" ESTR. d3/8" @ 0.20 TORTA DE PISO MALLA ELECTROSOLDADA W2.3X150X150 -1.316130842868688 4 d1/2" VIGA AMARRE -1.316130842868688 -1.316130842868688 -1.316130842868688 -1.316130842868688 d3/8" @ 0.40 A.D. -1.316130842868688 d3/8" @ 0.30 CORRIDAS -1.316130842868688 PROYECCION FONDO ZAPATAS DE COLUMNAS C4 Y C8 POR DEBAJO DE LA VIGA DE AMARRE NOTA: TODOS LOS HUECOS DE LOS BLOQUES SERAN LLENADOS CON HORMIGON F`c > 120 kg/cm2 1- DESPLANTE DE ZAPATAS (H=1.40 M) 2- VER DETALLES MUROS EJES 1 Y 12 10 ZAPATAS DE MUROS EJE B 1 = 20 M d3/8" @ 0.20 3 d3/8" ESTR. d3/8" @ 0.20 TORTA DE PISO MALLA ELECTROSOLDADA W2.3X150X150 -1.316130842868688 4 d1/2" VIGA AMARRE -1.316130842868688 -1.316130842868688 -1.316130842868688 -1.316130842868688 d3/8" @ 0.40 A.D. -1.316130842868688 d3/8" @ 0.30 -1.316130842868688 -1.316130842868688 d3/8" @ 0.40 EN A.D. POR DEBAJO DE LA VIGA DE AMARRE NOTA: TODOS LOS HUECOS DE LOS BLOQUES SERAN LLENADOS CON HORMIGON F`c > 120 kg/cm2 1- DESPLANTE DE ZAPATAS (H=1.40 M) 2- 7 ZAPATAS C1, C2, C3, C5, C6 Y C7 1 = 20 M d1/2" @ .15 A.D. -1.316130842868688 ESTR. d3/8" @ .10 -1.316130842868688 -1.316130842868688 SUELO FIRME VER PLANTA DE CIMIENTOS -1.316130842868688 NOTA: ALTURA DE DESPLANTE H = 1.40 MT. DISEÑO ESTRUCTURAL: ING. SERGIO LOPEZ 4 Ø3/8" -1.316130842868688 -1.316130842868688 -1.316130842868688 Ø3/8" @ 0.20 Ø1/2" @ 0.15 ADIC Ø1/2" @ 0.30 -1.316130842868688 VIGA VE Ø3/8"a.30 Ø3/8"@ 0.30 2 Ø1/2" 2 Ø3/4" Ø1/2" @ 0.15 EST. d3/8"@ 0.20 EN A.C. Y A.D. 11 DETALLE ESCALERA 1 = 15 M TEMP. d3/8" @ .20 -1.316130842868688 ZAPATA Z1 2.00 x 2.00 h = 0.35 NOTAS: 1- LA LOSA ALIGERADA L1, L2, L3, L4, L5 SON DE CARACTERISTICAS GEOMETRICAS IGUALES A LAS DE LOS BLOQUES DE AULAS 2- EL ESPESOR DE LAS LOSAS SOLIDAS L6 A L12 ES DE 0.12M 3- LA SEPARACION DEL REFUERZO EN LOSA NO INDICADA ES 0.20M. 4- EL DIAMETRO DEL REFUERZO NO INDICADO EN LOSAS EN 0 3/8" 5- EL DETALLE ESTRUCTURAL DE LA ESCALERA ES EL MISMO DE LA ESCALERA DEL BLOQUE A 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 \A1;4.70 \A1;3.50 \A1;3.50 \A1;3.50 \A1;3.50 \A1;3.50 \A1;3.50 \A1;3.50 \A1;3.50 \A1;3.65 Y X EJES GLOBALES + NOTAS GENERALES 1 PLANTA ESTRUCTURAL ENTREPISOS 1 = 75 M 3 10 4 5 8 9 10 6 2 | 5 5 5 7 11 5 5 5 5 5 5 12 5 A 6.83 1.88 C B Adic. d3/8" @.10 C2 C1 C3 CA2 VIGA VE C14 C15 C17 C16 C9 C4 C3 C9 C3 C2 C4 C1 C16 C18 C17 C16 C15 C14 C10 C11 C13 C10 C10 CA2 CA2 CA2 V1Y CA2 V1Y V1Y V1Y CA2 V2Y V1Y CA2 HUECO ESCALERA Adic. @.10 Adic. d3/8" @.25 C3 VIY VIY VIY VIY VIY VIY VIY VIY L6 L7 L8 L1 @.25 ADIC. C12 B 1 6 V L9 C13 C11 A 1 6 V C12 L3 L10 L4 L11 V2Y L12 C18 C12 C16 B 7 12 V C12 L2 L5 @.25 ADIC. @.25 ADIC. MURO DE CARGA DE 0.20 ARMADO CON ARMADURA d3/8" @ .40 EN A.D. (VERT. Y HOR.)(BLOQUES DE 0.20 REFORZADO) MURO DE CARGA DE 0.20 ARMADO CON ARMADURA d3/8" @ .40 EN A.D. (VERT. Y HOR.)(BLOQUES DE 0.20 REFORZADO) MURO DE CARGA DE 0.20 ARMADO CON ARMADURA d3/8" @ .40 EN A.D. (VERT. Y HOR.)(BLOQUES DE 0.20 REFORZADO) @.25 ADIC. C 7 12 V - - C 1 6 V - - - A 7 12 V - W2.3 X 150 X 150 MALLA ELECTROSOLDADA 4 ES2 4 ES2 4 ES2 3 ES2 2 PLANTA ESTRUCTURAL TECHO 1 = 75 M Adic. d3/8" @.10 C2 C1 C3 CA2 C14 C15 C17 C16 C9 C4 C3 C9 C3 C2 C4 C1 C16 C18 C17 C16 C15 C14 C10 C11 C13 C10 C10 CA2 CA2 CA2 V1Y CA2 V1Y V1Y CA2 V2Y V1Y CA2 Adic. d3/8" @.10 Adic. d3/8" @.25 C3 VIY VIY VIY VIY VIY VIY VIY VIY L6 L7 L8 L1 @.25 ADIC. C12 B 1 6 V L9 C13 C11 A 1 6 V C12 L3 L10 L4 L11 V2Y L12 C18 C12 C16 B 7 12 V C12 L2 L5 @.25 ADIC. @.25 ADIC. MURO DE CARGA DE 0.20 ARMADO CON ARMADURA d3/8" @ .40 EN A.D. (VERT. Y HOR.)(BLOQUES DE 0.20 REFORZADO) MURO DE CARGA DE 0.20 ARMADO CON ARMADURA d3/8" @ .40 EN A.D. (VERT. Y HOR.)(BLOQUES DE 0.20 REFORZADO) MURO DE CARGA DE 0.20 ARMADO CON ARMADURA d3/8" @ .40 EN A.D. (VERT. Y HOR.)(BLOQUES DE 0.20 REFORZADO) @.25 ADIC. C 7 12 V - - C 1 6 V - - - A 7 12 V - VIGA VE CA2 CA2 W2.3 X 150 X 150 MALLA ELECTROSOLDADA 4 ES2 4 ES2 4 ES2 3 ES2 A 6.83 1.88 C B .15 .60 .15 .15 .60 .15 3 NO ESCALA .45 0.60 x 0.60 .15 .05 .20 4 DETALLE REFUERZO EN LOSA ALIGERADA 1 = 75 M PLANTA LOSA ALIGERADA 5 ES2 .45 0.60 x 0.60 .15 BOVEDILLA DE POLIESTIRENO DE 0.60 X 0.60 X 0.20 SECCION DE LOSA W2.3 X 150 X 150 MALLA ELECTROSOLDADA .20 REFUERZO ADICIONAL 3 d1/2" 3 d1/2" 0.60 x 0.60 .15 .05 .20 5 SECCION LOSA ALIGERADA 1 = 75 M 0.60 x 0.60 .15 W2.3 X 150 X 150 MALLA ELECTROSOLDADA 3 d1/2" 3 d1/2" .15 0.60 x 0.60 .15 VIGA Y EN EL EJE "X" EN EL EJE "Y" MURO DE BLOCK 0.20 MT BOVEDILLA DE POLIESTIRENO DE 0.60 X 0.60 X 0.20 .15 .60 EN CADA NERVIO EN CADA NERVIO EN LOS APOYOS RECUBRIMIENTO 2 CM d3/8" @ .50 d3/8" @ .50 .20 4 d1/2" VIGA DE AMARRE BOVEDILLA DE POLIESTIRENO DE 0.60 X 0.60 X 0.20 SECCION DE LOSA EN CADA NERVIO EN CADA NERVIO d3/8" @ .50 d3/8" @ .50 d3/8" @ .50 Adic. d3/8" @.25 C10 C10 Adic. d3/8" @.25 VER NOTAS DE ENTREPISOS Adic. d3/8" @.25 V1Y 1- LA LOSA ALIGERADA L1, L2, L3, L4, L5 SON DE CARACTERISTICAS GEOMETRICAS IGUALES A LAS DE LOS BLOQUES DE AULAS 2- EL ESPESOR DE LAS LOSAS SOLIDAS L6 A L12 ES DE 0.12M 3- LA SEPARACION DEL REFUERZO EN LOSA NO INDICADA ES 0.20M. 4- EL DIAMETRO DEL REFUERZO NO INDICADO EN LOSAS ES d3/8" NERVIO EN EJE 3 NERVIO EN EJE 3 NERVIO EN EJE 5 NERVIO EN EJE 8 NERVIO EN EJE 10 NERVIO EN EJE 3 NERVIO EN EJE 5 NERVIO EN EJE 8 NERVIO EN EJE 10 3 10 4 5 8 9 10 6 2 | 5 5 5 7 11 5 5 5 5 5 5 12 5

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
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File Type	dwg
Materials	Concrete, Steel
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Footprint Area
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Tags	autocad, béton armé, concrete, DETAIL, DWG, formwork, reinforced, reinforced concrete, schalung, slab, slab lightened, stahlbeton