Receiving Antenna Cellular DWG Block for AutoCAD

Full Receiving Antenna Design Cell

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

section, scale, scale, detail, esp., date, CAD file, form, scale, review, date, description, aprobo, drawing, revised, date, review, drawing, revised, aprobo, drawing, revised, draft, aprobo, revised, aprobo, first name, firm, date, first name, draft, client, firm, flat:, scale:, ind., review:, date:, date, gonzalo caceres gajardo, civil engineer, tower mts., dog, dog, dog, dog, dog, tower mts., esp., section, esp., section, esp., diagonal, scale, scale, scale, leveling, grouting of, dog., sch, scale, anchor bolts, perf’s, sch, pipe, scale, det., dog., sch, dog., scale, perf’s mm., sch, pipe, scale, det., scale, scale, pipe, sch, perf’s mm., det., det., scale, dog., sch, dog., sch, dog., scale, perf’s mm., sch, pipe, det., sch, dog., perf’s mm., scale, scale, det., sch, dog., scale, det., diagonal, inside, diagonal, Exterior, face tower, scale, scale, tower elevation, esc

Raw text data extracted from CAD file:

A ME-001 SECCION ESCALA 1:20 – A ESCALA 1:20 DETALLE A – c L – \A1;866 \A1;433 \A1;1500 \A1;750 \A1;750 \A1;1500 \A1;1166 \A1;583 \A1;1010 \A1;2020 \A1;1466 \A1;2540 \A1;1270 \A1;2540 \A1;733 \A1;1270 \A1;1010 \A1;2020 \A1;2 ESP. @ 3000 = 6000 \A1;3 ESP. @ 2000 = 6000 \A1;3 ESP. @ 2000 = 6000 \A1;3 ESP. @ 2000 = 6000 \A1;3 ESP. @ 2000 = 6000 \A1;DIAGONALES \A1;DIAGONALES \A1;DIAGONALES \A1;DIAGONALES \A1;DIAGONALES \A1;30 \A1;d370 \A1;d480 \A1;60° \A1;60° \A1;30° \A1;30° \A1;d370 \A1;d270 \A1;60° \A1;60° \A1;30° \A1;d270 \A1;d370 \A1;60° \A1;60° \A1;d300 \A1;d210 \A1;60° \A1;60° \A1;30° \A1;d210 \A1;d300 \A1;60° \A1;60° \A1;30° FECHA ARCHIVO CAD FORM. A1 841×594 ESCALA REVISION FECHA DESCRIPCION DESCRIPCION APROBO DIBUJO REVISO FECHA REVISION DIBUJO REVISO APROBO DIBUJO REVISO PROYECTO APROBO REVISO 1 APROBO 1 APROBO 2 APROBO 3 NOMBRE FIRMA FECHA NOMBRE PROYECTO CLIENTE : FIRMA : N° PLANO: ESCALA: IND. REVISION: FECHA: FECHA GONZALO CACERES GAJARDO INGENIERO CIVIL A A B C D E F G H 1 2 3 4 5 A B C D E F G H 1 2 3 4 5 L65x65x4 TORRE 30 mts. L65x65x4 C – CAÑ d6″ Sch40 L65x65x5 L65x65x5 B – L65x65x4 L65x65x4 CAÑ d6″ Sch40 L65x65x4 L65x65x4 L65x65x4 CAÑ d4″ Sch40 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 <> L65x65x4 L65x65x4 CAÑ d4″ Sch40 L65x65x3 A – L65x65x3 L65x65x3 CAÑ d4″ Sch40 TORRE 48 mts. 3 ESP. @ 2000 = 6000 2 ESP. @ 3000 = 6000 TRAMO 5 TRAMO 1 3 ESP. @ 2000 = <> TRAMO 2 TRAMO 3 TRAMO 4 3 ESP. @ 2000 = 6000 3 ESP. @ 2000 = 6000 DIAGONALES DIAGONALES DIAGONALES DIAGONALES DIAGONALES 0 6 12 18 24 30 A – A – A – ESCALA 1:75 – A ESCALA 1:75 – B ESCALA 1:75 – C NIVELACION 20mm. GROUTING DE D – CAÑ. d6″ SCH 40 L65x65x5 5 ESCALA 1:20 – D d<> d<> L65x65x5 6 PERNOS DE ANCLAJE d 1 1/2″ PERF’S 45mm. 5 5 5 Sch 40 CAÑERIA d 6″ ESCALA 1:20 1 – – A DET. DET. A – CAÑ. d6″ SCH 40 SCH 40 CAÑ. d6″ L65x65x4 L65x65x5 ESCALA 1:20 2 – L65x65x4 5 d<> d<> 5 5 L65x65x4 P/PERNOS d 3/4″ 6 PERF’S d 22 mm. Sch 40 CAÑERIA d 6″ E – ESCALA 1:20 – E – A DET. L65x65x4 L65x65x4 F – ESCALA 1:20 3 – ESCALA 1:20 – F CAÑERIA d 4″ Sch 40 6 PERF’S d 22 mm. P/PERNOS d 3/4″ 5 5 d<> d<> 5 L65x65x4 DET. A – DET. A – G – L65x65x4 L65x65x4 ESCALA 1:20 4 – CAÑ. d6″ SCH 40 SCH 40 CAÑ. d4″ CAÑ. d4″ SCH 40 SCH 40 CAÑ. d4″ ESCALA 1:20 – G d<> d<> L65x65x4 5 5 P/PERNOS d 3/4″ 6 PERF’S d 22 mm. Sch 40 CAÑERIA d 4″ L65x65x4 L65x65x4 – A DET. 5 H – SCH 40 CAÑ. d4″ 5 L50x50x3 6 PERF’S d 22 mm. P/PERNOS d 3/4″ 5 5 L50x50x3 d<> d<> ESCALA 1:20 5 – ESCALA 1:20 – H DET. A – L65x65x5 L65x65x5 SCH 40 CAÑ. d6″ ESCALA 1:20 6 – DET. A – SP1 DIAGONAL INTERIOR DIAGONAL EXTERIOR CARA TORRE I – ESCALA 1:10 – I ESCALA 1:20 7 – L65x65x5 L50x50x3 L65x65x3 SP1 L65x65x3 L65x65x3 ELEVACION TORRE 30m. ESC 1:75