Foundation Wall Details DWG Detail for AutoCAD

Foundation Wall Details

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

cellular engineering s.a., date:, scale:, indicated, first name, flat:, Sheet number:, registry:, professional:, stage:, draft:, digital trunked radio, draft, registry, first name, signature stamp, specialty:, specialty, owner:, Location:, nextel del peru s.a., rev by:, stake out by:, cip, design, Preliminary draft approved by:, ica:, modified by:, ing. Juan Ruiz Ventura, ing. cease dulanto, nextel, design:, rto., elevation, detail meeting scale, wire rows, concrete cyclopean p.large cement type, natural terrain, male, npt., Cut scale:, ntn, natural terrain, natural terrain, concrete cyclopean p.large cement type, gravel, male, npt., Cut scale:, yard, Cut scale:, natural terrain, gravel, gravel, npt., natural terrain, ntn, natural terrain, concrete cyclopean p.large cement type, gravel, male, npt., cut, yard, ntn, natural terrain, concrete cyclopean p.large cement type, male, ntn, simple concrete f’c cement type, cut, passage, npt., simple concrete f’c cement type, simple concrete f’c cement type, simple concrete f’c cement type

Raw text data extracted from CAD file:

Ingeniería Celular Andina, S.A. \A1;300 (TIPICO) \A1;300 (TIPICO) \A1;400 \A1;400 NV \A1;.10 \A1;.15 \A1;.20 \A1;4.15 \A1;1.40 \A1;.20 \A1;2.20 \A1;.20 \A1;.15 \A1;4.30 \A1;.95 \A1;1.10 \A1;RIPIO 4″ \A1;.70 \A1;VAR (*) \A1;.40 \A1;4.00 \A1;4.00 \A1;1.40 \A1;2.20 \A1;.20 \A1;.20 \A1;.40 \A1;VAR (*) \A1;.70 \A1;1.25 \A1;.10 \A1;.15 \A1;1.10 \A1;4.00 \A1;1.40 \A1;.20 \A1;2.05 \A1;.20 \A1;.15 \A1;.15 \A1;4.30 \A1;.95 \A1;1.25 \A1;RIPIO 4″ \A1;.70 \A1;VAR (*) \A1;.40 \A1;.15 \A1;RIPIO 4″ \A1;.15 \A1;.30 \A1;.50 \A1;RIPIO 4″ \A1;.40 \A1;.55 \A1;.10 \A1;.15 \A1;.10 \A1;4.30 \A1;1.40 \A1;.20 \A1;2.05 \A1;.20 \A1;.15 \A1;4.30 \A1;.95 \A1;.95 \A1;.70 \A1;VAR (*) \A1;.40 \A1;.10 \A1;.45 FECHA: ESCALA: D/M/A INDICADA A- NOMBRE PLANO: NUMERO DE LAMINA: REGISTRO: PROFESIONAL: ETAPA: PROYECTO: RADIO TRONCALIZADO DIGITAL PROYECTO REGISTRO NOMBRE SELLO Y FIRMA ESPECIALIDAD: ESPECIALIDAD PROPIETARIO: UBICACION: NEXTEL DEL PERU S.A. REV. POR: REPLANTEO POR: REPLANTEO/ CIP DISEÑO ANTEPROYECTO APROBADO POR: ICA: MODIFICADO POR: 07/04/08 NEXTEL/CML ING. JUAN RUIZ VENTURA ING. CESAR DULANTO NEXTEL DISEÑO: 1 DE <> (TIPICO) d1/4″1@.05 4@.10 Rto. @.20 m C/E. (TIPICO) ELEVACION ELEVACION DETALLE ENCUENTRO VIGA-COLUMNA \C2; ESCALA 1:20 <> (TIPICO) 5 ALAMBRE Nª8 C/3 HILERAS ALAMBRE Nª8 C/3 HILERAS 5 CONCRETO CICLOPEO 1:10+30% P.GRANDE CEMENTO TIPO I TERRENO NATURAL 5 5 5 5 5 VS1-.15x.20 5 VS1-.15x.20 <> VAR (*) 5 5 5 NPT. +0.30 CORTE 1-1 \C2; ESCALA: 1/25 NFC.-0.95 NTN ±0.00 5 TERRENO NATURAL 5 5 5 5 5 5 5 VS1-.15x.20 VS1-.15x.20 5 5 5 TERRENO NATURAL TERRENO NATURAL CONCRETO CICLOPEO 1:10+30% P.GRANDE CEMENTO TIPO I NFC.-0.95 5 RIPIO 4″ 5 VAR (*) NPT. +0.30 CORTE 2-2 \C2; ESCALA: 1/25 <> 5 5 PATIO 5 CORTE 8-8 \C2; ESCALA: 1/25 TERRENO NATURAL RIPIO 4″ 5 5 5 RIPIO 4″ <> NFC.-0.50 5 5 NPT. +0.30 TERRENO NATURAL 5 NTN ±0.00 5 5 5 5 5 VS1-.15x.20 VS1-.15x.20 5 5 5 TERRENO NATURAL TERRENO NATURAL CONCRETO CICLOPEO 1:10+30% P.GRANDE CEMENTO TIPO I NFC.-0.95 5 RIPIO 4″ 5 VAR (*) NPT. +0.15 CORTE 3-3 \H0.5x;ESCALA: 1/25 <> 5 5 PATIO NTN ±0.00 5 5 5 5 5 VS1-.15x.20 VS1-.15x.20 5 5 5 TERRENO NATURAL TERRENO NATURAL CONCRETO CICLOPEO 1:10+30% P.GRANDE CEMENTO TIPO I NFC.-0.95 5 5 VAR (*) 4Ø1/2″+2Ø3/8″ Ø1/4″@.25 NTN ±0.00 CONCRETO SIMPLE f’c = 210 kg/cm2 CEMENTO TIPO I CORTE 2′-2′ \H0.5x;ESCALA: 1/25 <> 5 5 PASADIZO NPT. +0.15 4Ø1/2″+2Ø3/8″ Ø1/4″@.25 CONCRETO SIMPLE f’c = 210 kg/cm2 CEMENTO TIPO I 4Ø1/2″+2Ø3/8″ Ø1/4″@.25 CONCRETO SIMPLE f’c = 210 kg/cm2 CEMENTO TIPO I 4Ø1/2″+2Ø3/8″ Ø1/4″@.25 CONCRETO SIMPLE f’c = 210 kg/cm2 CEMENTO TIPO I 6d3/8″ d1/4″@.25