6 Meters For Antenna Mast DWG Detail for AutoCAD

6 Meters For Antenna Mast DWG Detail for AutoCAD

6 METERS FOR ANTENNAS AND INTERNET TELEPHONY OPERATOR; CONTAINS DETAILS OF MANUFACTURE AND INSTALLATION. TECNIFICAS PROPERTY SPECIFICATIONS OF THE ELEMENTS

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

long min mm, bolts, ext, Notes: All bolts carry locknut nut. all bolts have been installed from the top downwards from the outside towards the inside, except in those cases where this position causes interference in which case the bolts are inverted .. when the zinc layer is damaged, these are repaired according to the standard astm practice for repair of damaged and uncoated areas of galvanized, pipe clamp, outer tube, clamp detail, std tube, lifting base, quantity, base, variable, multisectoral, tube, base of elev., anchorages, std tube, base of mason plant, tube, antenna mount m.w, section, your B. std, plant, plant, mast, steps to access antennas, elevation, for coaxial cables, bolts with lock nut, long min mm, standard of charges: cellular antennas parabolic antenna set t.m. azimuth antenna mw wind speed: survival: kph operational: kph tecnicas tecnicas concrete fc deflection maximum steel astm similar galvanized astm bolts sae galvanized grade astm bolts, pulley tube, pulley plant, lower pedestal sections, upper pedestal sections, detail, antenna support esc, support for feeders cables, faith of, bolt for, bolts, bolts, ext, detail rosette esc, access steps, cables feeders, tube of

Raw text data extracted from CAD file:

100 100 110 260 38 60 100 200 70 60 200 100 200 38 140 124 3000 450 300 300 300 300 300 300 300 300 150 150 300 300 2250 70 70 30 30 38 1000 300 200 300 17 117 17 25 100 25 150 150 150 150 \U+22051102 545 6000 Long. min 2000 mm 4000 400 400 470 2" 30° 60° 60° 30° d210 ø pernos 2 d160 ø pernos 1 d260 ext d115 ext 3000 \A1;250.00 400 400 400 NOTAS: 1.- TODOS LOS PERNOS LLEVAN TUERCA Y CONTRATUERCA. 2.- TODOS LOS PERNOS HAN SIDO INSTALADOS DE ARRIBA HACIA ABAJO (TUERCA HACIA ABAJO) Y DE AFUERA HACIA ADENTRO (TUERCA HACIA ADENTRO) CON EXCEPCION DE AQUELLOS CASOS DONDE ESTA POSICION CAUCE INTERFERENCIAS EN CUYO CASO LOS PERNOS SON INVERTIDOS.. 3.- CUANDO SE PRODUSCAN DAÑOS A LA CAPA DE ZINC (GALVANIZADO) ESTOS SON RESANADOS CONFORME A LA NORMA ASTM A780: "STANDARD PRACTICE FOR REPAIR OF DAMAGED AND UNCOATED AREAS OF HOT-DIP GALVANIZED COATINGS". Abrazadera para Tubod 4" \A1; Tubo d 2" (d ext 60mm) DETALLE DE ABRAZADERA 5 \A1;Pl. 1/4" 5 5 5 \A1; Tubo STD d2" 5 \A1;Pl. 3/8" \A1;Pl. 3/8" BASE DE ARRIOSTRE - ELEVACIÓN 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 \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b1|i0|c0;\C7;ITEM \fCalibri|b1|i0|c0;\C7;DESCRIPCION CANTIDAD \fCalibri|b1|i0|c0;\C7;LONGITUD (mm) 1 \fCalibri|b0|i0|c0;\C7;TUBO 4" BASE 2 3000 2 \fCalibri|b0|i0|c0;\C7;TUBO 2" 2 VARIABLE 3 \fCalibri|b0|i0|c0;\C7;L 2"X3/16" 6 400 4 \fCalibri|b0|i0|c0;\C7;TUBO 2" 3 3000 5 \fCalibri|b0|i0|c0;\C7;BRIDA MULTISECTORIAL 2 \fCalibri|b0|i0|c0;\C7;- 6 \fCalibri|b0|i0|c0;\C7;U-BOLT 2"X3/16" \fCalibri|b0|i0|c0;\C7;- 7 \fCalibri|b0|i0|c0;\C7;U-BOLT 4"X3/16" \fCalibri|b0|i0|c0;\C7;- 8 \fCalibri|b0|i0|c0;\C7;PASOS 12 \fCalibri|b0|i0|c0;\C7;- 9 \fCalibri|b0|i0|c0;\C7;L 2"X3/16" 6 470 5 5 5 5 5 Tubo d 4" \A1;Pl. 3/8" \A1;Pl. 1/2" BASE DE MASTIL- ELEV. 6 Anclajes d 1/2" Tubo d 4" STD Pl.1/2" BASE DE MASTIL - PLANTA \fCalibri|b0|i0|c0;\C7;PERNOS \fCalibri|b0|i0|c0;\C7;1/2"X2" \fCalibri|b0|i0|c0;\C7;TUERCAS \fCalibri|b0|i0|c0;\C7;1/2" \fCalibri|b0|i0|c0;\C7;ANCLAJE \fCalibri|b0|i0|c0;\C7;HILTI 1/2" 10 11 \fCalibri|b0|i0|c0;\C7;TUBO 2" TUBO 4" 2 300 1 1000 SOPORTE DE ANTENA M.W SECCION Y-Y 5 5 5 Y 5 Tub. STD Ø 2" Tub. STD Ø 2" PL 3/8" PL 3/8" 5 5 \A1;TUBO d2" \A1;PL \S1/4;" \A1;Pernos d1/2" \A1;TUBO d2" \A1;PL \S1/4;" PLANTA 5 5 5 5 5 5 5 5 PLANTA 5 5 MÁSTIL H=6Mts PASOS PARA ACCESO A ANTENAS ELEVACIÓN 5 \Q0;\W1;SOPORTE MW \A1;\Q0;\W1;Angulo para grapeo de cablesa coaxiales 47x2" PERNOS DE d1/2 CON TUERCA Y CONTRATUERCA Long. min 2000 mm 5 1 2 3 4 5 6 7 8 9 10 11 T \A1;DETALLE 1 NORMA DE DE DISE\LÑ\LO: \LTIA EIA 222-FEIA 222-F CARGAS: 3 antenas celulares de 2.40x0.30 1 antena parabólica a definir T.M. Azimut de antena MW 241º. Velocidad de viento: Supervivencia: 100 kph Operacional: 75 kph \LESPECIFICACIONES TECNICASTECNICAS Concreto Fc 250kg/cm2 Deflexión máxima 0.75º Acero ASTM A-36 o similar Galvanizado ASTM A-123 Pernos SAE J429 grado 2 y 5 Galvanizado Pernos ASTM A-153 Roldana Tubo 2" PLANTA DE ROLDANA TRAMOS INFERIOR DE PEDESTAL TRAMOS SUPERIOR DE PEDESTAL DETALLE 1 5 5 SOPORTE DE ANTENAS ESC 1/20 2" \A1;DETALLE SOPORTE PARA CABLES FEEDERS \A1;PELDAÑO Fe LISO DE \S5#8;" \A1;"U" BOLT \S1#2;" PARA d 4" PL 1/4" PL 3/16" PERNOS DE 1/2"ø 5 5 5 5 <> ø pernos 2 <> ø pernos 1 <> ext d115 ext DETALLE ROSETA ESC 1/10 \A1;TUBO d4" 5 \A1;L 2"x2"x\S1#4;" PASOS DE ACCESO CABLES FEEDERS 5 W6"X15 \Q1;UBOLT d1/2" W6"X15 W6"X15 W6"X15 lb/pie 5 \A1;UBOLT d1/2" 5 5 5 L2"x 3/16 L2"x 3/16 L2"x 3/16 Tubo de 2 " Tubo de 2 " Tubo de 2 "

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features
Tags	antenna, antennas, autocad, DETAIL, details, DWG, installation, internet, manufacture, Mast, meters, stahlrahmen, stahlträger, steel, steel beam, steel frame, structure en acier, telephony, tower