Foundation Layout For A Multifamily DWG Plan for AutoCAD

Floor plan foundation multifamily–foundations, columns, run foundation, foundation beams, plates

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

containment, retaining wall, column, retaining wall, anchoring of retaining wall beam, typical detail, column, verify measurements in architectural plans., of retaining wall, of horizontal steel, typical anchorage, retaining wall, cimentacion plant, aperture on plate, view detail of, rev., description, with third parties of, date, development, revised, approved, with third parties of, property limit, stairs, multifamily housing, cimentacion plant, with third parties of, owner, description, seal, design, c.c., Notes:, with third parties of, aperture on plate, view detail of, property limit, indicated, January, development, scale, review, date, c.c., plan on, fc, in plates, license plate, plant, indicated, indicated, license plate, license plate, retaining wall, license plate, retaining wall, license plate, mc, license plate, license plate, license plate, license plate, license plate, license plate, license plate, license plate, mc, print scale, color printing, Format, color, value, is born, stairs, parking lot, pending, tank bottom, background cto. bombs, tank bottom, tank, water against fire, cto. of bombs, cistern water consumption, Wall, from to, vehicular ramp, brick k.k solid., wall of, meeting, contention wall, sup, inf., sup, inf., sup, inf., sup, inf., schematic axis, tank, water against fire, mc, false shoe, false shoe, shoe, compacted fill, mc, n.f.z, n.f.f.z, n.f.z, compacted fill, n.f.c, stepped, n.f.f.z, n.f.z, n.p.t, n.f.z, stepped, see foundation cuts in the plane, flat, see start detail of columns in plan, see cut in the plane, m.c. var., mc, elevator, tel .:, cad manager, c.

Raw text data extracted from CAD file:

\A1;e \A1;Placa \A1;.40 \A1;Muro de Contención \A1;.25 \A1;.15 \A1;.15 \A1;.40 \A1;2.80 \A1;1.80 \A1;1.80 \A1;2.80 \A1;2.80 \A1;1.80 \A1;2.25 \A1;1.75 \A1;1.80 \A1;1.40 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;.60 \A1;.60 \A1;.60 \A1;3.05 \A1;6.70 \A1;5.68 \A1;5.30 \A1;2.39 \A1;3.61 \A1;7.37 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;2.10 \A1;.70 \A1;3.35 \A1;1.80 \A1;1.00 \A1;1.42 \A1;1.65 \A1;1.80 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;1.00 \A1;1.30 \A1;1.10 \A1;1.70 \A1;1.30 \A1;.60 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.40 \A1;1.75 \A1;.20 \A1;.20(Típ.) \A1;.60 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.20 \A1;ESCALONADO \A1;ESCALONADO \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.40 \A1;ESCALONADO 2 d3/8″ Muro de Contención Columna CA-1 Muro de Contención Anclaje de CA-1 en Muro de Contención y Viga DETALLE TIPICO 5 5 5 2 d3/8″ 5 Esc.=1/25 2 d3/8″ 5 2 d3/8″ Columna CA-1 .15 .20 .40 .40 .25 1.- Verificar medidas en planos de Arquitectura. DE MURO DE CONTENCIÓN DE ACERO HORIZONTAL ANCLAJE TÍPICO Muro de Contención PLANTA DE CIMENTACIÓN Abertura en Placa Ver Detalle de Rev. Descripción Detalle-A Junta con Terceros de 5.0cms. Fecha Desarrolló Revisó Aprobó Detalle-B Esc.=1/75 Junta con Terceros de 5.0cms. Límite de Propiedad Escalera Nº2 VIVIENDA MULTIFAMILIAR — PLANTA DE CIMENTACIÓN Junta con Terceros de 5.0cms. Propietario : Descripción : C-2 Sello : Diseño : C.C.C. NOTAS: Junta con Terceros de 5.0cms. Abertura en Placa Ver Detalle de C-2 Límite de Propiedad indicado 5 25 Enero 2013 Desarrolló : Escala : Revisión : Fecha : 1/75 C.C.C. E-xx/xx Plano No : fy = 4,200 Kg/cm2 f’c = 210 Kg/cm2 EN PLACAS Placa Planta indicado e indicado Placa P-1 Placa P-6 C-1 P-5 C-11 C-1 Placa P-6 C-16 Muro de Contención Placa P-6 Placa P-5 Placa P-6 C-1 Muro de Contención Muro de Contención C-7 Placa P-4 Placa P-3 C-6 M.C M.C Placa P-1 C-1 Placa P-2 Placa P-2 C-8 C-12 P-5 P-5 Placa P-6 C-2 C-5 Placa P-6 C-10 C-3 Placa P-6 C-4 C-9 Placa P-1 C-2 C-13 Placa P-2 C-3 C-10 C-14 C-5 Placa P-7 Placa P-1 M.C M.C M.C C-15 C-4 ESCALA DE IMPRESIÓN 1000 : 75 COLOR IMPRESIÓN 253 253 254 254 162 172 152 20 7 4 5 6 5 5 7 5 20 7 7 7 FORMATO A-2 1 2 3 COLOR 7 7 7 .15 .20 .20 .40 .30 .35 .20 .10 .20 .30 .40 .50 .60 VALOR Nace 1 2 3 4 5 N.P.T.-1.50 N.P.T.-1.50 N.P.T.-2.30 Escalera Nº1 Estacionamiento Pendiente 6% N.P.T.-1.50 N.P.T.-1.50 Fondo Cisterna N.P.T.-4.10 Fondo Cto. Bombas N.P.T.-4.10 Fondo Cisterna N.P.T.-4.10 CISTERNA AGUA CONTRA INCENDIO CTO. DE BOMBAS CISTERNA AGUA CONSUMO MURO e=0.20m. MURO e=0.20m. MURO e=0.20m. MURO e=0.20m. MURO e=0.20m. MURO e=0.20m. MURO e=0.20m. Del N.P.T-1.50 al N.P.T±0.00 Rampa Vehicular 15% Ladrillo K.K Macizo. S/E Muro de d6mm.: 1@.05; R@.15 c/l. CA-1(.15x.25) Esc.=1/25 4d3/8″ .25 .15 CA-1 CA-1 CA-1 CA-1 CA-1 CA-1 CA-1 CA-1 CA-2 CA-2 d6mm.: 1@.05; R@.15 c/l. CA-2(.15x.40) Esc.=1/25 4d3/8″ .40 .15 Junta 2.5cm(Típ.) Junta 2.5cm(Típ.) CA-1 CA-1 CA-1 CA-1 CA-1 CA-1 CA-1 CA-1 H=0.60 NFZ=-3.40 Z-3 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 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 Muro Contenciòn Esc.=1/25 e=.20m. d5/8″@.15 .20(Típ.) 5 NFFZ=-3.50 NFFZ=-3.50 NFZ=-3.40 H=0.60 Z-4 H=0.60 Z-1 d5/8″@.15 Sup. d5/8″@.15 Inf. d5/8″@.15 Sup. d5/8″@.15 Inf. d5/8″@.15 Sup. d5/8″@.15 Inf. d5/8″@.15 Sup. d5/8″@.15 Inf. NFFZ=-2.70 NFZ=-2.60 NFFZ=-5.00 NFZ=-4.90 H=0.60 Z-5 NFFZ=-2.70 NFZ=-2.60 H=0.60 Z-6 H=0.60 NFZ=-2.60 NFFZ=-2.70 Z-7 H=0.60 NFZ=-2.60 NFFZ=-2.70 Z-6 H=0.60 NFZ=-2.60 NFFZ=-2.70 Z-6 NFFZ=-2.70 Z-8 NFZ=-2.60 H=0.60 NFFZ=-2.70 Z-7 NFZ=-2.60 H=0.60 NFFZ=-2.70 NFZ=-2.60 H=0.60 Z-1 NFFZ=-2.70 NFZ=-2.60 H=0.60 Z-1 Z-1 H=0.60 NFZ=-4.90 NFFZ=-5.00 CORTE ESQUEMATICO EJE – G Esc.=1/75 CISTERNA AGUA CONTRA INCENDIO M.C CA-2 CA-2 P-6 FALSA ZAPATA 5 5 5 5 5 5 5 5 FALSA ZAPATA ZAPATA ZAPATA ZAPATA ZAPATA ZAPATA RELLENO COMPACTADO RELLENO COMPACTADO C-11 P-5 P-5 C-9 C-10 C-9 M.C 1 2 3 4 5 6 6 N.F.Z -3.40 N.F.F.Z -3.50 N.F.F.Z -5.00 N.F.Z -4.90 RELLENO COMPACTADO RELLENO COMPACTADO N.F.C -4.30 N.F.C -4.10 ESCALONADO ESCALONADO N.F.F.Z -2.70 N.F.Z -2.60 N.P.T -1.50 NFFZ=-5.00 NFZ=-4.90 H=0.60 Z-9 5 5 5 5 5 5 5 5 5 5 NFFZ=-5.00 NFZ=-4.90 H=0.60 Z-1 NFFZ=-3.50 Z-1 H=0.60 NFZ=-3.40 NFFZ=-3.50 NFZ=-3.40 Z-2 H=0.60 NFFZ=-5.00 NFZ=-4.90 H=0.60 Z-10 NFFZ=-5.00 NFZ=-4.90 Z-1 H=0.60 NFFZ=-5.00 NFZ=-4.90 H=0.60 Z-1 H=0.60 NFFZ=-5.00 NFZ=-4.90 Z-11 d5/8″@.15 d5/8″@.15 d5/8″@.15 d5/8″@.15 d5/8″@.15 d5/8″@.15 d5/8″@.15 d5/8″@.15 d5/8″@.15 d5/8″@.15 d5/8″@.15 d5/8″@.15 d5/8″@.15 d5/8″@.15 d5/8″@.15 d5/8″@.15 d5/8″ @.15 d5/8″@.15 d5/8″@.15 d5/8″@.15 d5/8″@.15 d5/8″@.15 d5/8″@.15 d5/8″@.15 d5/8″@.15 d5/8″@.15 d5/8″@.15 d5/8″@.15 d5/8″@.15 d5/8″@.15 d5/8″@.15 1 1 2 2 2 2 3 3 5 5 5 5 5 5 5 5 6 6 6 6 7 4 4 4 4 4 A A N.F.Z -2.30 5 5 5 5 5 5 5 5 ESCALONADO d5/8″@.15 d5/8″@.15 2.- Ver Cortes de Cimentacion en el Plano E-03/24 y Plano E-04/24. 3.- Ver Detalle de Arranque de Columnas en plano E-03/26 4.- Ver Corte A-A en el plano E-04/24. M.C Var. M.C 1A 8 1 3 4 6 2 5 D F D’ A B’ C D E F A B C 6 4 2 1 3 5 6 Ascensor e-mail: cesar9kaiser@gmail.com Telf.: 98962-9275 CAD Manager César Caballero C.