Foundations – Footing Details DWG Detail for AutoCAD

Details Foundations – Footings

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

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, 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, wall shoes, in axes, estr., floor cake, welded Mesh, beam mooring, a.d., view details walls, in a.d., below the mooring beam, note:, all the holes in the blocks, will be filled with concrete, shoe shuffle, axes, below the mooring beam, wall shoes, in axes, estr., floor cake, welded Mesh, beam mooring, a.d., note:, all the holes in the blocks, will be filled with concrete, in a.d., shoe shuffle, wall shoes, in axes, estr., floor cake, welded Mesh, beam mooring, a.d., in a.d., below the mooring beam, note:, all the holes in the blocks, will be filled with concrete, shoe shuffle, view details walls, axes, axle wall shoes, in axes, estr., floor cake, welded Mesh, beam mooring, a.d., racing, bottom projection, column shoes, below the mooring beam, note:, all the holes in the blocks, will be filled with concrete, shoe shuffle, view details walls, axes, axle wall shoes, estr., floor cake, welded Mesh, beam mooring, a.d., in a.d., below the mooring beam, note:, all the holes in the blocks, will be filled with concrete, shoe shuffle, shoes, a.d., estr., firm ground, see foundation plant, note:, pitch height, mt., addition, go beam, its T., in a.c. a.d., staircase detail, temp., shoe, see longitudinal section walls axes, block, see longitudinal section walls axes, block, global axes

Raw text data extracted from CAD file:

1 1 1 \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;6.83 \A1;1.88 \A1;.80 \A1;1.00 \A1;1.25 \A1;1.00 \A1;.80 \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 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;1.20 \A1;.50 \A1;5.08 \A1;.68 \A1;.60 \A1;.73 1 PLANTA DE FUNDACION BLOQUE ADMINISTRATIVO 1 = 75 M 10 9 8 5 4 3 7 11 12 5 5 5 6 1 2 5 5 5 5 5 5 5 A 6.83 1.88 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 5 5 5 5 5 5 C12 C12 2 ZAPATAS DE COL C9 1 = 20 M d1/2″ @ .10 A.D. 2.60 x 2.60 ESTRIBOS d3/8″ @ .10 0.40 0.70 SUELO FIRME VER PLANTA DE FUNDACIONES 3 ZAPATAS DE COLUMNAS C10-C14, C11-C15, C12-C16, C10-C18 1 = 20 M 3.40 x 1.70 0.35 VER PLANTA DE FUNDACIONES ESTR. d3/8″ @ .10 0.25 0.80 0.25 0.50 1.60 SUELO FIRME d1/2″ @ .20 A.D. d1/2″ @ .15 A.D. 4 ZAPATAS DE COLUMNAS C13-C17 1 = 20 M 3.70 x 2.60 0.50 VER FUNDACIONES ESTR. d3/8″ @ .10 .40 1.10 0.25 0.50 1.45 SUELO FIRME d1/2″ @ .20 A.D. d3/4″ @ .18 A.D. C16 C12 C12 C13 5 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. 5 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.) 5 2- CUALQUIER DETALLE QUE NO SE PRESENTE ES IGUAL AL CORRESPONDIANTE AL BLOQUE DE AULAS (BLOQUE A) B C B C 8 ES1 6 ES1 6 ES1 5 ES1 5 ES1 9 ES1 9 ES1 7 ES1 5 5 5 5 5 5 5 5 5 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 0.30 4 d1/2″ VIGA AMARRE .08 0.40 0.40 0.20 d3/8″ @ 0.40 A.D. 0.25 d3/8″ @ 0.30 .08 0.30 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 0.30 4 d1/2″ VIGA AMARRE .08 0.30 0.30 0.20 d3/8″ @ 0.40 A.D. 0.25 NOTA: TODOS LOS HUECOS DE LOS BLOQUES SERAN LLENADOS CON HORMIGON F`c > 120 kg/cm2 d3/8″ @ 0.30 0.20 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 0.30 .08 0.30 .08 0.40 0.20 0.25 0.40 0.20 1.25 4 d1/2″ VIGA AMARRE d3/8″ @ 0.40 A.D. d3/8″ @ 0.30 .05 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 0.30 4 d1/2″ VIGA AMARRE .08 0.20 0.20 0.20 d3/8″ @ 0.40 A.D. 0.25 d3/8″ @ 0.30 CORRIDAS .10 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 0.30 4 d1/2″ VIGA AMARRE .08 0.20 0.20 0.20 d3/8″ @ 0.40 A.D. 0.25 d3/8″ @ 0.30 .02 0.30 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 1 = 20 M d1/2″ @ .15 A.D. 2.00 x 2.00 ESTR. d3/8″ @ .10 0.35 0.70 SUELO FIRME VER PLANTA DE CIMIENTOS 0.70 NOTA: ALTURA DE DESPLANTE H = 1.40 MT. 4 Ø3/8″ .20 .20 .20 Ø3/8″ @ 0.20 Ø1/2″ @ 0.15 ADIC Ø1/2″ @ 0.30 .15 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 .20 ZAPATA Z1 2.00 x 2.00 h = 0.35 VER SECCION LONGITUDINAL MUROS EJES 3- A, B Y C BLOQUE A VER SECCION LONGITUDINAL MUROS EJES 3- A, B Y C BLOQUE A 5 5 5 5 5 5 Y X + EJES GLOBALES