Foundation Structures DWG Detail for AutoCAD

Foundation Structures DWG Detail for AutoCAD

– Design of the placement of columns within the structure of a house Designed for two levels; It has the necessary details for implementing it.

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

variable, columns, beams, slabs and stairs, footings, foundations, ground, technical specifications, reinforced concrete, total area of ​​one, central third., the l junctions, will be located in the same section., not spliced, no will allow, splices of the reinforcement, support column., beam on each side of, of light of the slab or, in columns, overlaps and splices, slabs and beams, columns, beams, slabs, rmin., abutments, this area will be refilled with selected and compacted material., slab, lightened, stair detail, detail of, running foundation, column detail, detail of footings, foundations, vinyl floor, car port, polished cement, staircase, patio, projection of flown, staircase foundation, column, single-family dwelling, structures, district :, province :, region :, tacna, revised by:, observations:, architectural design:, project manager:, applicant, address :, sr.edgard darly ruiz tie, project:, drawing cad:, scale:, date:, indi every, leo, sheet:

Raw text data extracted from CAD file:

1.10 Variable .25 .25 .10 .50 2.60 .10 .20 \A1;0.80 \A1;0.20 \A1;0.10 \A1;0.15 \A1;0.80 \A1;0.20 \A1;0.10 \A1;0.15 \A1;0.80 \A1;1.00 \A1;1.40 \A1;1.40 \A1;1.10 \A1;0.90 \A1;0.80 \A1;0.30 \A1;0.15 \A1;0.30 \A1;0.25 \A1;0.25 \A1;0.40 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.20 \A1;0.10 \A1;.30 \A1;.175 \A1;0.15 \A1;0.25 \A1;0.25 \A1;0.60 \A1;0.05 \A1;0.50 \A1;0.75 \A1;0.75 \A1;.30 \A1;.175 \A1;e=0.17 \A1;0.10 \A1;0.60 \A1;1.20 \A1;0.75 \A1;0.75 \A1;0.20 \A1;1.20 \A1;0.30 \A1;0.30 \A1;e=0.17 \A1;0.15 \A1;2.87 \A1;0.15 \A1;2.60 \A1;0.15 \A1;1.92 \A1;0.15 \A1;8.00 \A1;0.15 \A1;1.20 \A1;0.15 \A1;2.30 \A1;0.15 \A1;3.40 \A1;0.25 \A1;1.90 \A1;1.35 \A1;0.15 \A1;15.00 \A1;0.30 \A1;2.55 \A1;0.30 \A1;1.45 \A1;0.30 \A1;15.00 \A1;0.15 \A1;2.87 \A1;0.15 \A1;0.75 \A1;0.90 \A1;1.40 \A1;0.15 \A1;8.00 \A1;1.97 \A1;1.97 \A1;0.15 \A1;0.68 \A1;1.05 \A1;2.17 \A1;4.78 \A1;1.05 \A1;2.17 \A1;4.78 \A1;3.93 \A1;3.67 \A1;1.90 \A1;1.47 \A1;4.03 \A1;3.93 \A1;3.67 \A1;1.90 \A1;1.47 \A1;4.03 \A1;0.25 \A1;1.40 \A1;0.25 \A1;0.30 \A1;2.70 \A1;0.30 \A1;2.55 \A1;0.25 \A1;1.63 \A1;0.90 \A1;1.25 \A1;0.30 \A1;2.70 \A1;0.40 \A1;0.90 \A1;3.28 \A1;2.00 \A1;0.15 \A1;1.60 (Según Norma Técnica E-030) 1 : 8 CEMENTO HORMIGON + 25 % PM. - MAX - 3" 1 : 10 CEMENTO HORMIGON + 30 % PG. - MAX - 6" f´c = 210 kg/cm2 COLUMNAS, VIGAS, LOSAS Y ESCALERAS f´c = 210 kg/cm2 ZAPATAS SOBRECIMIENTOS CIMIENTOS f´y = 4,200 kg/cm2 t = 2.0 kg/cm2(verificar) SUELO ACERO (Para todos los elementos) ESPECIFICACIONES TECNICAS CONCRETO ARMADO 30 \A1;L \A1;L 3/8" 40 area total de una tercio central. Los empalmes L se ubicarán en el misma sección. más del 50% del No empalmár - - 40 50 No se permitirán empalmes del refuerzo la columna de apoyo. viga a cada lado de de luz de la losa o una longitud de 1/4 superior (negativo) en - - 1/2" 5/8" - - 50 60 EN COLUMNAS TRASLAPES Y EMPALMES LOSAS Y VIGAS (cm) COLUM. 6mm d 30 VIGAS LOSAS, (cm) R \A1;L 3/8" 6mm d 15cm 10cm L 2.0cm 1.5cm Rmin. \A1;L ESTRIBOS 1.10 Variable .25 .25 5 5 N.P.T +0.15 N.P.T +2.95 2.60 5 5 Solado C:H 1:12 Esta zona será rellanada con material seleccionado y compactado. f'c=210 kg/cm2 N.P.T. + 0.15 5 5 5 5 5 5 5 5 5 N.P.T. + 0.15 1ø1/2"@0.15 1ø1/2"@0.15 5 5 5 5 1ø1/2"@0.15 1ø1/2"@0.15 5 5 1ø1/2"@0.15 1ø1/2"@0.15 2 @ 0.05 1 @ 0.15 Rsto. @ 0.20 ESTRIBOS Ø3/8" C-2 5 @ 0.10 4Ø 5/8" 5 5 2 @ 0.05 1 @ 0.15 Rsto. @ 0.20 ESTRIBOS Ø3/8" C-1 5 @ 0.10 6Ø 5/8" 5 0.40 2Ø 1/2" 2 @ 0.05 1 @ 0.15 Rsto. @ 0.20 ESTRIBOS Ø1/4" C-3 5 @ 0.10 4Ø 1/2" 5 5 5 5 5 N.P.T. + 0.15 5 5 .30 .175 Ø 3/8" @ 0.25 Ø 1/2" @ 0.25 5 5 Ø 3/8" @ 0.20 12 11 10 9 5 5 5 5 5 1 5 4 3 2 5 5 6 .30 .175 e=<> LOSA ALIGERADA 8 7 0.10 5 VS-103 8 13 14 16 15 5 5 5 5 Ø 1/2" @ 0.25 Ø 1/2" @ 0.25 Ø 1/2" @ 0.25 Ø 3/8" @ 0.25 0.30 0.30 DETALLE DE ESCALERA ESC:1/25 Ø 3/8" @ 0.25 Ø 1/2" @ 0.25 Ø 1/2" @ 0.25 Ø 1/2" @ 0.25 Ø 1/2" @ 0.25 N.P.T. = + 0.15 Ø 3/8" @ 0.25 Ø 3/8" @ 0.25 VS-103 \LPRIMER TRAMO \LSEGUNDO TRAMO e=0.17 DETALLE DE ESC:1/50 CC-1 CC-2 CC-3 CIMIENTO CORRIDO ESC:1/25 0.20 x 0.40 DETALLE DE COLUMNA ESC:1/25 0.25 x 0.30 0.15 x 0.30 DETALLE DE ZAPATAS ESC:1/25 Z-1 C-1 C-1 Z-2 Z-3 C-2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CIMENTACION ESC:1/50 5 5 5 5 5 5 5 5 5 5 A A' B C 5 4 3 2' 2 1 5 5 5 5 5 5 5 5 5 5 5 4 3 2' 2 1 A A' B C 5 5 5 5 5 5 5 5 5 5 BAÑO 1 CERÁMICO DE COLOR 20x20cm. NPT. + 0.15 m. SALA 1 CERÁMICO DE COLOR 30x30cm. NPT. + 0.15 m. COMEDOR 1 CERÁMICO DE COLOR 30x30cm. NPT. + 0.15 m. DORMITORIO 1 PISO VINILICO NPT. + 0.15 m. COCINA 1 PORCELANATO ANTIDESLIZANTE 60x60 NPT. + 0.15 m. CAR PORT CEMENTO PULIDO NPT. + 0.05 m. ESCALERA CEMENTO PULIDO NPT. + 0.15 m. PATIO CEMENTO PULIDO NPT. + 0.05 m. Proyeccion de Volado Proyeccion de Volado Proyeccion de Volado CIMENTACION DE ESCALERA Z-2 CC - 2 C-1 Z-2 Z-1 Z-1 Z-1 Z-2 Z-2 Z-2 Z-2 Z-3 Z-3 Z-2 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-3 C-3 C-3 C-3 C-3 CC - 2 CC - 2 CC - 2 CC - 2 CC - 2 CC - 2 CC - 2 CC - 2 CC - 2 CC - 2 CC - 2 CC - 2 CC - 2 CC - 3 CC - 1 CC - 1 CC - 3 CC - 1 CC - 1 CC - 1 CC - 1 CC - 3 CC - 1 CC - 3 CC - 3 C-2 C-2 C-3 5 5 5 C-3 C-3 C-3 C-3 C-3 5 5 5 CC - 3 CC - 1 CC - 1 C-3 5 5 5 COLUMNA VIVIENDA-UNIFAMILIAR ESTRUCTURAS \W1.8;\T0.75;TRAMITE DE LICENCIA DE EDIFICACION \W1.40000x;E-01 DISTRITO: PROVINCIA: REGIÓN: TACNA TACNA REVISADO POR : OBSERVACIONES : DISEÑO ARQUITECTONICO : RESPONSABLE DEL PROYECTO : \W3.78186; CONSTRUCTORA & \W5.33781; INMOBILIARIA - \W0.14385; SANEAMIENTO DE PREDIOS - \W6.91562; MEDIOS DE \W4.50461; COMUNICACIÓN \W0.79052; ESDES S.A.C. SOLICITANTE DIRECCIÓN: SR.EDGARD DARLY RUIZ LAZO PROYECTO: \W2.43552; VIVIENDA UNIFAMILIAR URBANIZACION SANTA MARIA ,LOTE 03-MZ.D DIBUJO CAD : ESCALA: FECHA : OCTUBRE 2014 INDICADA LEO TACNA LÁMINA:

Language	Spanish
Drawing Type	Detail
Category	House
Additional Screenshots
File Type	dwg
Materials	Concrete, Other
Measurement Units	Imperial
Footprint Area
Building Features	Deck / Patio
Tags	apartamento, apartment, appartement, aufenthalt, autocad, casa, chalet, columns, Design, designed, DETAIL, details, dwelling unit, DWG, FOUNDATION, haus, house, laying of foundations, levels, logement, maison, placement, residên, residence, single, structure, structures, unidade de moradia, villa, wohnung, wohnung einheit