Watchtower DWG Detail for AutoCAD

Watchtower DWG Detail for AutoCAD

Architecture and details.

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

det. typical geotextile geomembrane anchor, in ditch powder, san martin department, district: sauce, Tarapoto province, crl ing j. chumpitaz s., gral brig p. chocano or, army, of the, engineering, service, speed, ingenuity, technique, engineering service, Ministry of Defence, Army of Peru, flat, scale:, date:, March, project manager:, place:, draft:, reviewed:, specialty:, Singe boss:, cemune tarapoto, relocation of the magazines of the urban area, esc, court shoe, esc, tower elevation, esc, rest, top column, central column, turret plant, shoe plant, top column, cut, esc, beam, rest, roof slab detail, tower base, esc, beam, rest, roof slab, on underside, central, column, top column, of cat, to the wall with, metal, octagonal, octagonal, detail, fish tail anchors, platen, esp., esp., column, section, elevation, plant, esc, staircase foundation, pvc, esc, width cm., general specifications, coatings, reinforcing steel, beams, etc, astm, corrugated bars, reinforced concrete, cm., prop flooring, compacted, natural floor, compacted, natural floor, prop flooring, the foundation:, ground, admissible:, of foundation design:, foundation df:, detected, qad, expensive, keep, lima department, district: san bartolo, lima province, flat, scale:, date:, may, project manager:, place:, draft:, reviewed:, specialty:, Singe boss:, electric, pipeline, communication, pipeline, foundation will be made with portland cement type according to, study of soil mechanics.

Raw text data extracted from CAD file:

.30 2.00 1.00 2.00 1.00 .20 .20 .20 .30 .40 .20 .075 .075 1.20 .90 .30 5.60 3.10 .30 1.05 2.20 .75 .20 .15 1.05 .20 .75 .30 .50 .60 .40 .20 2.00 .08 .15 .15 .30 .30 1.20 2.70 .90 .20 .10 .90 .25 .20 .10 .83 .83 .07 .07 DET. TIPICO ANCLAJE DE GEOMEMBRANA - GEOTEXTIL EN CUNETA POLVORINES Departamento : SAN MARTIN Distrito: SAUCE Provincia : TARAPOTO CRL ING J. CHUMPITAZ S. GRAL BRIG P. CHOCANO O. EJERCITO DEL INGENIERIA DE SERVICIO RAPIDEZ INGENIO TECNICA O H C U T R A C O M I T L U L E R A M E U Q A T S A H SERVICIO DE INGENIERIA MINISTERIO DE DEFENSA EJERCITO DEL PERU PLANO : 1/25 ESCALA: FECHA: MARZO 2010 JEFE DE PROYECTO: LUGAR: PROYECTO: REVISADO: ESPECIALIDAD: JEFE DEL SINGE: E-03 P CEMUNE TARAPOTO " " REUBICACION DE LOS POLVORINES DE LA ZONA URBANA 3/8" 1@.05,4@.10 5 5 5 ESC. 1/25 CORTE ZAPATA ESC. 1/25 ELEVACION TORREON ESC. 1/25 ESC. 1/25 Resto @.20 COLUMNA SUPERIOR COLUMNA CENTRAL 2 d 1/2" PLANTA TORREON PLANTA ZAPATA 5 5 5 5 COLUMNA SUPERIOR 5 5 5 5 5 5 5 5 5 CORTE B-B CORTE A-A ESC. 1/25 ESC. 1/25 ESC. 1/25 ESC. 1/25 ESC. 1/25 VIGA VCH-101 d 1/2" @ .25 Resto @.20 3/8" 1@.05,4@.10 DETALLE DE LOSA DE TECHO 3/8" d @.20 3/8" d @.20 3/8" d @.20 5 d 1/4" : 4 @.05,Resto @.20 4 d 3/8" 4 d 3/8" A A 5 5 BASE DE TORREON ESC. 1/25 ESC. 1/25 ESC. 1/25 ESC. 1/25 VIGA VCH-201 5 5 d 1/4" : 4 @.05,Resto @.20 4 d 3/8" 4 d 3/8" B B 6 d 3/8" Resto @.20 c/extremo 1/4" 1@.05,4@.10 5 5 4 d 5/8" 5 5 LOSA DE TECHO 5 5 ( d 3/8" @.20 EN CARA INFERIOR CENTRAL COLUMNA COLUMNA SUPERIOR (.40 x .20) VCH-101 VCH-101 VCH-101 V CH - 201 ( .40 x .20 ) .075 .075 5 5 5 8 d 3/8" \A1;TUBO DE 1 1/4" \A1;e =2.5 @ .35 \A1;TUBO DE 1 1/2" \A1;e =2.5 \A1;ESCALERA DE GATO \A1;ANCLADO AL MURO CON \A1;PLATINA METALICA 8 d 3/8" 5 \A1;TUBO DE 1" \A1;PESADO \A1;CAJA OCTOGONAL \A1;d 10 mm \A1;CAJA OCTOGONAL \A1;d 10 mm \A1;VER DETALLE C 1/8" 5 5 4 Anclajes cola de pescado Platina 1"x3/16" 5 P 150x150x1/4" esp. L 1/8" P 150x150x1/4" esp. L COLUMNA 5 5 1/8" SECCION R-R R \A1;TUBO DE 1 1/2" \A1;e =2.5 5 5 \A1;DETALLE C 5 5 5 5 5 ELEVACION PLANTA 5 2 d 1/4" 3 d 3/8" \A1;TUBO DE 2" \A1;e =1.5 ESC. 1/25 CIMENTACION DE ESCALERA \A1;TUBO PVC 2" ESC. 1/12.5 5 5 5 ANCHO <=0.20 2.0 cm. ANCHO >=0.25 4.0 cm. ESPECIFICACIONES GENERALES RECUBRIMIENTOS ACERO DE REFUERZO -ZAPATAS -COLUMNAS Y VIGAS -PLACAS,LOSAS,ESCALERAS, ETC ASTM A-615 (GRADO 60) BARRAS CORRUGADAS CONCRETO ARMADO -VIGAS -COLUMNAS 7.0 cm. 2.5 cm. f'y=4200 kg/cm2 f'c=175 kg/cm2 -ZAPATAS f'c=175 kg/cm2 -LOSAS f'c=175 kg/cm2 f'c=175 kg/cm2 5 Solado prop. 1:12 compactado Suelo natural compactado Suelo natural 5 Solado prop. 1:12 A LA CIMENTACIÓN: -AGRESIVIDAD DEL SUELO -PRESIÓN ADMISIBLE: -PARÁMETROS DE DISEÑO DE CIMENTACIÓN: -PROFUNDIDAD DE CIMENTACIÓN Df: DETECTADA Qad = 1.52 Kg/cm2 1.50m. Y CARA SUPERIOR) TORREON Departamento : LIMA Distrito: SAN BARTOLO Provincia : LIMA PLANO : 1/25 ESCALA: FECHA: MAYO 2010 JEFE DE PROYECTO: LUGAR: PROYECTO: REVISADO: ESPECIALIDAD: JEFE DEL SINGE: A-03 G ELECTRICO DUCTO COMUNICACION DUCTO DE -LA CIMENTACION SE REALIZARA CON CEMENTO PORTLAND TIPO II, SEGUN ESTUDIO DE MECANICA DE SUELOS.

Language	Spanish
Drawing Type	Detail
Category	Misc Plans & Projects
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features
Tags	architecture, assorted, autocad, DETAIL, details, DWG