Foundations Of Commercial Property DWG Detail for AutoCAD

Foundations Of Commercial Property DWG Detail for AutoCAD

Foundations and commercial housing construction details of 6×20 3 levels

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

level, typical sections of running foundations, concrete cement, overcoming, foundation, size, concrete cement, min., ground, select, compacted, size, concrete cement, n.f.c., foundation, size, min., select, n.f.c., compacted, ground, n.f.p., n.f.p., overcoming, size, concrete cement, foundation, size, concrete cement, select, compacted, ground, min., n.f.c., n.f.p., see according to c.c., cut, sole with, poor mix, n.f.c., compacted, select, ground, false floor level, indicated in each case, typical stirrups, f’m type iii, all masonry units will be, made machine. may have alveoli, cement sand type, not exceeding that of its volume., Technical specifications, long, joints in beams slabs, beam each side of the column., in a length of light from the, no higher reinforcement splices, steel:, overload:, ground:, concrete:, masonry, lightened, mortar:, free coatings, masonry unit:, columns beams:, fc, cms., shoe, tank:, in beams columns., cms., stirrups, column table, column birth, section, column confinement, foundation, overcoming, typical, level, rest see c.c., typical, in high window area, typical, in ceiling, see in detail, slab, slab, typical, beam sill, slab, slab, beam sill, typical, high window, rest see c.c., rest see c.c., seated brick wall, with indentation of, brick in each row, column, hollow between, walls, dentures, typical, rst., typical shoe sections, plants, n.p.t, first stretch, double mesh, down, double vert., double mesh, floor, floor, floor, floor, ceiling, ceiling, ceiling, ceiling, concrete cover, pool, n.s.c., n.f.c., n.s.i.c., n.f.i.c., cistern detail, var., projected foundation, existing foundation, at every step, rooftop, yard, plant foundation, local, commercial, s.h., s.h., overcoming, size, concrete cement, niv cist background., niv sup ceiling, niv top, beam, beam, at every step, beam, legend, second tranche, base ladder

Raw text data extracted from CAD file:

\A1;.30 \A1;1.10 \A1;1.10 \A1;.50 \A1;.55 \A1;.10 \A1;.25 \A1;.60 \A1;.50 \A1;.55 \A1;.25 \A1;.25 \A1;.10 \A1;.60 \A1;.25 \A1;.25 \A1;1.10 \A1;.25 \A1;.25 \A1;1.10 \A1;.25 \A1;.50 \A1;1.00 \A1;.25 \A1;.25 \A1;.18 \A1;.90 \A1;.15 NIVEL \A1;0.80 \A1;.15 \A1;0.15 \A1;1.00 \A1;3.01 \A1;19.16 \A1;2.53 \A1;0.25 \A1;1.86 \A1;0.15 \A1;0.25 \A1;0.15 \A1;1.20 \A1;2.63 \A1;0.15 \A1;0.15 \A1;0.15 \A1;12.75 \A1;0.15 \A1;2.95 \A1;0.15 \A1;1.80 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;2.63 \A1;.90 \A1;.20 \A1;.15 \A1;.15 \A1;.15 \A1;.90 \A1;.20 \A1;.20 \A1;.90 \A1;2.801 \A1;3.289 \A1;2.900 \A1;2.950 \A1;3.000 \A1;3.000 \A1;3.050 \A1;2.750 \A1;3.070 \A1;3.280 \A1;2.801 \A1;3.260 \A1;2.750 \A1;3.050 \A1;3.000 \A1;3.000 \A1;2.950 \A1;2.900 SECCIONES TIPICAS DE CIMIENTOS CORRIDOS CEMENTO : HORMIGON \A1;.10 \A1;.10 Sobrecimiento Cimiento (6" Tamaño máximo) CEMENTO : HORMIGON \A1;Variable mín. .30 Terreno Selecto Compactado 1:6 + 25% PM (3" Tamaño máximo) CEMENTO : HORMIGON \A1;.80 N.F.C. \A1;.40 Cimiento 1:8 + 30% PG (6" Tamaño máximo) \A1;Variable mín. .30 \A1;.80 1:8 + 30% PG .40 Selecto N.F.C. Compactado Terreno N.F.P. +-0.0 \A1;.25 \A1;.15 N.F.P. +-0.0 Sobrecimiento \A1;.10 (3" Tamaño máximo) 1:6 + 25% PM CEMENTO : HORMIGON Cimiento (6" Tamaño máximo) CEMENTO : HORMIGON 1:8 + 30% PG Selecto Compactado Terreno \A1;Variable mín. .30 N.F.C. \A1;.80 .45 1-1 N.F.P. +-0.0 \A1;.25 \A1;.15 3-3 2-2 Z-1 .80 .80 d 1/2" @ .15 d 1/2" @ .15 x x d Ver según C.C. CORTE x-x d 1/2" @ .15 Solado con mezcla pobre N.F.C. \A1;.10 \A1;1.00 \A1;.50 \A1;.25 Compactado Selecto Terreno Nivel de Falso Piso (N.F.P.) .30 t = 1.0 Kg/cm2 (Verificar en obra) Indicada en cada caso ESTRIBOS TIPICOS f'm = 35 Kg/cm2 TIPO III Todas las unidades de albañileria serán hechas a máquina. Podrán tener alveolos CEMENTO : ARENA 1:4 TIPO S que no excedan el 25% de su volumen. ESPECIFICACIONES TECNICAS Long. (cms.) 1/4" d 1/2" 3/8" \A1;Long 30 50 40 EMPALMES EN LOSAS y VIGAS viga a cada lado de la columna. (negativo) en una longitud de 1/4" de la luz de la No se permitiran empalmes de refuerzo superior ACERO: SOBRECARGA: TERRENO: CONCRETO: ALBAÑILERIA ALIGERADOS: MORTERO: RECUBRIMIENTOS LIBRES UNIDAD DE ALBAÑILERIA: COLUMNAS y VIGAS: f'c = 210 Kg/cm2 2.5 cms. 2.5 cms. fy = 4,200 Kg/cm2 ZAPATA: CISTERNA: C - 5 4 d 1/2" \A1;.15 \A1;.10 d 1/4" En vigas y columnas. d 3/8" 3.0 cms. 5.0 cms. 3 @ 0.10, r. @ 0.20 d 1/4", 2 @ 0.05, 3 @ 0.10, r. @ 0.20 d 1/4", 2 @ 0.05, 6 @ 0.10, r. @ 0.20 d 1/4", 4 @ 0.05, ESTRIBOS 6 @ 0.10, r. @ 0.20 d 1/4", 4 @ 0.05, Cuadro de Columnas Nacimiento de Columna \A1;.25 \A1;.25 \A1;.25 \A1;.15 4d 3/8" 4 d 1/2" 4 d 3/8" d SECCION C - 1 C - 2 C - 3 4 d 1/2" C - 4 CONFINAMIENTO DE COLUMNAS \A1;.25 \A1;.10 Cimiento Sobrecimiento típico 1º 1º NIVEL 1º, 2º, 3º 1º, 2º, 3º \A1;.25 _ \U+2205 1/4" @ .20 _ \U+2205 1/4" @ .15 \A1;Estribos Resto Ver C.C. típico En Zona de Ventana Alta típico En Techo 5 5 \A1;TRASLAPES VER EN DETALLE 3@ .05 4 @ .10 \A1;H=VIGA o LOSA .50 .55 .10 \A1;VARIABLE .25 4 @ .05 6 @ .10 .60 .50 .55 \A1;H=VIGA o LOSA .25 .25 .10 \A1;VARIABLE .60 \A1;.25 típico Viga solera 2@ .05 3 @ .10 \A1;H=VIGA O LOSA .25 .25 5 .25 .25 5 \A1;H=VIGA o LOSA \A1;.25 Viga solera típico Ventana Alta \A1;Estribos Resto Ver C.C. \A1;.25 \A1;Estribos Resto Ver C.C. \A1;.05 _ \U+2205 1/4" @ 0.05 Muro de Ladrillo asentado con endentamiento de ½ ladrillo en cada hilera Columna Vaceada entre Muros Endentados típico \A1;.25 \A1;.05 _ \U+2205 1/4" @ 0.05 _ \U+2205 1/4" @ 0.10 RST. @ .15 RST. @ .20 RST. @ .15 RST. @ .15 3@ .05 4 @ .10 SECCIONES TIPICAS DE ZAPATAS PLANTAS \A1;d 3/8"@ .20 5 .50 N.p.t =±0.00 1.00 .25 .25 .18 .90 \A1;d 1/2" @ .20 PRIMER TRAMO 4 d 5/8" d 1/4", 4 @ 0.05, 6 @ 0.10, r. @ 0.20 5 1.85 P l a n t a Doble Malla d 1/2" @ .20 P I S O y d 3/8" @ .20 d 1/2" @ .20 d 1/2" @ .20 d 1/2" @ .20 \A1;.20 d 3/8" @ .20 d 3/8" @ .20 y Hacia Abajo Doblan Vert. \A1;.20 1.40 T E C H O Doble Malla d 1/2" @ .20 d 3/8" @ .20 \A1;.20 \A1;.20 d 1/2" @ .20 \A1;45° d 1/2" @ .20 d 1/2" @ .20 d 3/8" @ .20 d 3/8" @ .20 Piso d 1/2" @ .20 Piso d 1/2" @ .20 Piso d 1/2" @ .20 Piso d 1/2" @ .20 d 1/2" @ .20 d 1/2" @ .20 d 3/8" @ .20 d 3/8" @ .20 Techo d 1/2" @ .15 Techo d 1/2" @ .15 Techo d 1/2" @ .15 Techo d 1/2" @ .15 Tapa de Concreto ± 0.00 Poza .60 x .60 N.S.C. - .30 N.F.C. - 2.85 N.S.I.C. - .50 N.F.I.C. -2.45 C o r t e y - y DETALLE DE CISTERNA (Esc. 1:25) \A1;.20 \A1;.60 \A1;.15 Var. 2.25 \A1;.20 \A1;.20 \A1;2.15 \A1;.10 \A1;.20 \A1;.20 \A1;.60 \A1;.10 \A1;.10 \A1;.30 \A1;.20 \A1;1.95 \A1;.20 \A1;.20 4 d 5/8" \A1;.25 \A1;.25 C-2 CIMIENTO PROYECTADO CIMIENTO EXISTENTE d 1/2" 1 EN CADA PASO 0.80 5 \A1;d 1/2" @ .20 (Esc. 1:25) 4d 3/8" \A1;.15 \A1;.25 AZOTEA 4 d 3/8" 5 5 5 PATIO 5 5 5 5 5 PLANTA CIMENTACION 5 LOCAL COMERCIAL 5 5 5 5 5 5 S.H. 5 5 5 5 5 5 S.H. 5 5 5 5 C-2 C-1 C-3 C-2 C-1 C-2 C-2 C-1 C-2 C-2 C-1 C-2 C-2 C-2 C-1 C-1 C-2 C-2 C-2 C-1 C-2 C-2 C-1 C-2 C-4 C-4 Sobrecimiento 1:6 + 25% PM (3" Tamaño máximo) CEMENTO : HORMIGON Niv. Fondo Cist. -2.45 Niv. Sup. Techo -.30 Niv. Tapa ± 0.00 C I S T E R N A Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 .90 .20 .15 .15 d 1/2'' @ .25 VIGA .90 \A1;d 1/2" @ .20 d 1/2'' @ .25 .20 VIGA 5 .20 d 1/2" 1 EN CADA PASO .90 VIGA LEYENDA SEGUNDO TRAMO 4 d 1/2" \A1;.25 \A1;.25 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 01 02 03 A B C D E G H I 03 02 01 J H F E C C B A BASE ESCALERA NFP.-0.5 NFP.-0.5 NFP.-0.5 NFP.-0.5 NFP.-0.5 NFP.-0.5 NFP.-0.5 NFP.-0.5 NFP.-0.5 NFP.-0.5 NFP.-0.5 NFP.-0.5 NFP.-0.5 NFP.-.20 NFP.-.20

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel
Measurement Units
Footprint Area
Building Features	Pool, Deck / Patio
Tags	autocad, base, commercial, construction, DETAIL, details, DWG, FOUNDATION, foundations, fundament, Housing, laying of foundations, levels, property