Freestanding Tower Telecommunications 66 Mts DWG Section for AutoCAD

Freestanding Tower Telecommunications 66 Mts DWG Section for AutoCAD

Drawing and details of self-supporting tower for placement of cellular antennas; with a height of 66 meters; It includes drawing of the various sections and specifications of the profiles used; details and accessories.

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

N.p.t. Finished floor level, General notes:, The welding will be with micro-wire mig according to specifications, Aws asme, The tower is calculated with the weight of people on the structure., Cable antennae, Cable light line landing wire., Tower connections, Flanges, section, Exterior, thickness, quantity, Screws, Leg plates, section, quantity, Screws, thickness, Tower profiles, Oc legs, section, Exterior, length, identification card, Celosia, diagonal, horizontal, thickness, nominal, principal, high school, diaphragm, inside, diagonal, horizontal, diagonal, horizontal, diagonal, horizontal, diagonal, horizontal, diagonal, horizontal, diagonal, horizontal, diagonal, horizontal, diagonal, horizontal, diagonal, horizontal, steel, diagonal, horizontal, diagonal, horizontal, diagonal, horizontal, diagonal, horizontal, Symbology:, diagonal, horizontal, diagonal, horizontal, Steel steel, diagonal, horizontal, diagonal, horizontal, diagonal, horizontal, diagonal, horizontal, Standards telcel criteria for analysis tower design, diagonal, horizontal, diagonal, horizontal, Loads on the tower, Parabolas, Rf antennas, Kg weight, kind, quantity, kind, quantity, cell phone, height, Rru, H type mount. Antennas:, H type mount. Antennas:, cell phone, Rru, H type mount. Antennas:, Rru, cell phone, Type support, Hug, tube, elevation, Fitting hardware, Tower leg reference, asparagus, Hug, Hug, tube, Type support, tube, clamp, elevation, Fitting hardware, Tower leg reference, tube, asparagus, asparagus, clamp, electrode, Land system, electrode, Union of section column, detail, access, Staircase, round, angle, Tube., variable, support of, Cell holder, Main connection, detail, Connecting rods, lime., round, Escantillon, As indicated in the detail of anchoring, Note: the bolts must be welded with the insoles, Armed with tower anchors, Plate, Diagonal assembly, detail, Connection in, tube, Connection in, detail, Secondary lattice assembly, With main diagonal, section, Tower elevation, section, Mt txb, Mt txb, Mt txb, Mt txb, Mt txb, Mt txb, Mt txb, Mt txb, section, mast, lighting rod, Dipole corona, detail, see detail, N.p.t., Ground electrode, Cable lined, Condumex, detail, Rest platform, license plate, Celosia, Celosia, Crossbar, Upper ced, Crossbar, Upper ced, Celosia, Mt txb, section, section, Tube., Letterheads, Stretch of, Grovel, Cellular antennas, Type support, Cellular antennas, Type support, Antennas by sector, N.a.a., Rf rru, Antennas by sector, Rf rru, Cellular antennas, Type support, Antennas by sector, Rf rru, N.a.a., Of holes, Staircase with portacablera, angle, Reference of, Type headlight, Reference of, section, clamp, Torn., Pl., light, Mt txb, kind, Bolts, length, Concrete, Top level, template, Lower floor, concrete, template, Upper hearth, Sticking rope, Concrete column, Column of, Tower base plate, nut, kind, Celosia, Crossbar, Celosia, Crossbar, Trench drill, Bottom flange of, Towards tower center, column, Oriented pins, Celosia, tower, center, Similar fester, Drain, Base plate, Grout n.m., Tube., kind, kind, kind, kind, kind

Raw text data extracted from CAD file:

\A1;400 \A1;1000 \A1;VARIABLE \A1;3500 N.P.T. NIVEL DE PISO TERMINADO NOTAS GENERALES: LA SOLDADURA SERA CON MICROALAMBRE MIG DE ACUERDO A ESPECIFICACIONES AWS A5.18, ASME SFA-5.18 ERS70S-3 LA TORRE SE CALCULA CON EL PESO DE 3 PERSONAS SOBRE LA ESTRUCTURA. ANTENAS DE MICROONDAS, ESCALERA, PORTACABLERA, CABLES DE PARARRAYOS, CABLE DE LUCES Y CABLE DE ATERRIZAJE DE LINEAS. CONEXIONES EN TORRE BRIDAS TRAMO d EXTERIOR ESPESOR CANTIDAD 1 174 4 5/8 200 TORNILLOS 15.9 15.9 4 3/4 (mm) d (in) (mm) 2 200 4 3/4 260 15.9 15.9 4 1 260 4 1 310 19.1 19.1 6 1 3 4 5 310 6 1 310 22.2 22.2 6 1 310 6 1 22.2 22.2 6 PLACAS EN PIERNA P/CELOSIA SECCION CANTIDAD - - 6 TORNILLOS - 5x8 18 (mm) (in) - - 6 - 5x8 16 - - 6 - 5x8 16 - - 9.5 - 5x8 12 - - 9.5 - 5x8 12 ESPESOR PERFILES DE TORRE PIERNAS OC TRAMO d EXTERIOR LONGITUD (in) 1 Gr.33 CEDULA (m) (in) 2 Gr.33 3 Gr.33 4 Gr.42 5 Gr.42 6.00 CELOSIA DIAGONAL HORIZONTAL (mm) ESPESOR d NOMINAL PRINCIPAL SECUNDARIA SECUNDARIA DIAFRAGMA INTERIOR DIAGONAL HORIZONTAL DIAGONAL HORIZONTAL DIAGONAL HORIZONTAL DIAGONAL HORIZONTAL DIAGONAL HORIZONTAL DIAGONAL HORIZONTAL DIAGONAL HORIZONTAL DIAGONAL HORIZONTAL DIAGONAL HORIZONTAL N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A - - 6.00 40 6.00 40 6.00 40 3.00 40 Acero A-36 Fy=2530 kg/cm² Acero A-50 Fy=3519 kg/cm² Acero A-36 Fy=2530 kg/cm² 6 Gr.42 6.00 40 DIAGONAL HORIZONTAL DIAGONAL HORIZONTAL N/A 7 Gr.42 6.00 DIAGONAL HORIZONTAL DIAGONAL HORIZONTAL N/A SIMBOLOGIA: 6 6 22.2 22.2 6 - - 9.5 - 5x8 12 7 6 22.2 22.2 6 - - 9.5 - 5x8 12 LI 2" X 1/8" 8 Gr.42 6.00 DIAGONAL HORIZONTAL DIAGONAL HORIZONTAL N/A LI 3 1/2" x 1/4" 8 6 6 - - 9.5 - 5x8 12 LI 4" x 1/4" LI 3 1/2" x 1/4" LI 3" x 3/16" LI 3" x 3/16" LI 2 1/2" x 5/32" LI 2 1/2" x 5/32" LI 2 1/2" x 5/32" LI 2 1/2" x 5/32" LI 2 1/2" x 5/32" 22.2 22.2 Acero A-42 Fy=2956 kg/cm² y Acero A-33 F'y=2322 kg/cm² 6 6 - - 9.5 - 5x8 12 22.2 22.2 9 9 Gr.42 6.00 DIAGONAL HORIZONTAL DIAGONAL HORIZONTAL N/A LI 3" x 3/16" LI 3 1/2" x 1/4" LI 3" x 3/16" LI 3" x 3/16" 310 310 310 310 310 310 310 310 390 10 Gr.42 6.00 DIAGONAL HORIZONTAL DIAGONAL HORIZONTAL N/A LI 3" x 3/16" LI 6" x 3/8" LI 3" x 3/16" LI 3" x 3/16" 6 6 - - 9.5 - 5x8 12 25.4 25.4 10 390 390 5.2 2 7/8 LI 2 1/2" x 5/32" LI 2 1/2" x 5/32" NORMAS Y CRITERIOS TELCEL PARA ANALISIS Y DISEÑO DE TORRES (NCTADT) 2006-2007. 6.0 6.6 5 4 5 9/16 4 1/2 LI 2 1/2" x 5/32" LI 2 1/2" x 5/32" LI 2 1/2" x 5/32" 2 1/2 LI 2" x 1/8" LI 2" x 1/8" LI 2" x 1/8" LI 2" x 1/8" LI 2" x 1/8" LI 2" x 1/8" LI 2" x 1/8" LI 2 x 1/8" N/A 11 Gr.42 6.00 DIAGONAL HORIZONTAL DIAGONAL HORIZONTAL N/A LI 3" x 3/16" LI 6" x 3/8" LI 3" x 3/16" LI 3" x 3/16" 6 6 - - 9.5 - 5x8 12 25.4 25.4 1 1/4 11 390 430 1 1/4 1 1/4 1 1/4 1 1/4 1 1 1 1 1 1 1 1 CARGAS SOBRE LA TORRE PARABOLAS ANTENAS DE RF PESO ( kg ) TIPO CANTIDAD d ( m ) TIPO CANTIDAD 1 0.60 MW 12 Celular 27.00 2 1.20 MW ALTURA (m) 64.05 64.05 12 RRU - 25.00 Soporte Tipo H. P/4 Antenas: 66.30m Vr= 122 km/h. F.T.= 1.2 C.T.= 2 Soporte Tipo H. P/3 Antenas: 61.80m 9 Celular 27.00 9 RRU - 25.00 1 0.60 MW 2 1.20 MW 59.55 59.55 Soporte Tipo H. P/3 Antenas: 57.30m 9 27.00 9 RRU 25.00 Celular - 5.5 3 1/2 3 LI 3 1/2" x 1/4" LI 3 1/2" x 1/4" LI 3 1/2" x 1/4" LI 3 1/2" x 1/4" LI 6" x 3/8" 40 40 8 8.1 8 5/8 8 8.1 8 5/8 40 40 7.1 6 5/8 6 7.1 6 5/8 6 40 7.1 6 5/8 6 6.6 5 5 9/16 6.6 5 5 9/16 40 LI 3 1/2" x 1/4" LI 3 1/2" x 1/4" LI 2" x 1/8" \A1;2500 \A1;3250 \A1;1750 \A1;2500 \A1;7750 \A1;8500 \A1;7000 \A1;7750 \A1;6250 \A1;7000 \A1;5500 \A1;6250 \A1;4750 \A1;5500 \A1;4000 \A1;4750 \A1;4000 \A1;3250 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;9250 \A1;8500 \A1;6000 \A1;9250 \A1;320 5 5 5 5 SOPORTE TIPO H \A1;PL 1/4" Abraz. 5/8" 5 5 \A1;PTR 3"x3" \A1;L 2"x3/16" \A1;PL 1/4" TUBO d2 1/2"x1500 CED.40 TUBO d2 1/2"x3000 CED.40 \A1;1500 \A1;600 \A1;1100 5 ELEVACIÓN Herraje Tipo "H" REFERENCIA PIERNA DE TORRE 5 \A1; ESPARRAGO d5/8" \A1;CE 6"x12.2 Kg/m \A1;SL 1/4"x1 1/2" \A1;PTR 2 1/2"x2 1/2" 5 \A1;L 1 1/2"x3/16" Abraz. 5/8" \A1;L 2"x3/16" \A1;PTR 3"x3" \A1;L 2"x3/16" \A1;CE 6"x12.2 Kg/m Abraz. 5/8" \A1;PTR 2 1/2"x2 1/2" TUBO d2 1/2"x1500 CED.40 \A1;400 \A1;800 \A1;1100 \A1;3000 \A1;600 5 5 5 5 5 SOPORTE TIPO H \A1;PTR 2\S1#2;"x2\S1#2;" \A1;PL 1/4" \A1;PL 1/4" TUBO d2 1/2"x3000 CED.40 Abrazadera d1/2" Abrazadera d1/2" ELEVACIÓN Herraje Tipo "H" 5 REFERENCIA PIERNA DE TORRE ø2 1/2" A 4" \A1;L°2"x 3/16" TUBO d2 1/2"x3000 CED.40 5 \A1;Sol. 1 1/2"x1/4" \A1;CE 6"x12.2 Kg/m \A1;CE 6"x12.2 Kg/m \A1; ESPARRAGO d5/8" \A1;PTR 2\S1#2;"x2\S1#2;" \A1;L°2"x 3/16" \A1; ESPARRAGO d5/8" \A1;PTR 2\S1#2;"x2\S1#2;" \A1;L° 2"x\S3#16;" Abrazadera d1/2" \A1;3000 \A1;1600 \A1;800 \A1;3000 \A1;800 \A1;800 \A1;2400 \A1;400 \A1;6000 \A1;400 \W1.5;C\C226;Y\C30;COM \A1;1750 \A1;1750 \A1;6000 \A1;1500 \A1;200 \A1;100 \A1;1050 \A1;150 \A1;320 \A1;430 ELECTRODO SISTEMA DE TIERRAS ELECTRODO ELECTRODO ELECTRODO UNION DE TRAMO Y COLUMNA DETALLE 1 400 1000 ACCESO ESCALERA DE REDONDO 5/8" ANGULO 2" x 1/8" TUBO 2" ced. 30 VARIABLE SOPORTE DE PORTACABLERA CONEXIÓN PRINCIPAL DETALLE 2 ( UNIÓN DE LARGUEROS ) d 1 1/4" cal. 14 REDONDO d 3/8" TZP-45 3500 ESCANTILLON COMO SE INDICA EN EL DETALLE DE ARMADO DE ANCLAS NOTA: SE DEBEN SOLDAR LOS PERNOS CON LAS PLANTILLAS ARMADO DE ANCLAS DE TORRE (CON PLACA DE RELLENO) ENSAMBLE DE DIAGONALES DETALLE 5 DETALLE 3 CONEXION EN (CELOSIA Y TUBO LARGUERO) (HORIZONTAL Y TUBO LARGUERO) CONEXION EN DETALLE 4 DETALLE 6 ENSAMBLE DE CELOSIA SECUNDARIA CON DIAGONAL PRINCIPAL TRAMO TXB-10 TRAMO TXB-9 TRAMO TXB-8 TRAMO TXB-7 TRAMO TXB-6 TRAMO TXB-5 TRAMO TXB-4 TRAMO TXB-3 TRAMO TXB-2 ELEVACIÓN DE TORRE TRAMO TXB-1 MT 2 TXB MT 3 TXB MT 2TXB04 MT 2TXB03 MT 2TXB02 MT 2TXB01 MT 3TXB04 MT 3TXB03 MT 3TXB02 MT 3TXB01 2500 3250 1750 2500 MT 4 TXB MT 4TXB05 MT 4TXB04 MT 4TXB03 MT 4TXB02 MT 4TXB01 MT 5 TXB MT 5TXB05 MT 5TXB04 MT 5TXB03 MT 5TXB02 MT 5TXB01 MT 6 TXB MT 6TXB05 MT 6TXB04 MT 6TXB03 MT 6TXB02 MT 6TXB01 MT 7TXB05 MT 7TXB04 MT 7TXB03 MT 7 TXB MT 7TXB02 MT 7TXB01 MT 8 TXB MT 8TXB05 MT 8TXB04 MT 8TXB03 MT 8TXB02 MT 8TXB01 MT 9TXB05 MT 9TXB04 MT 9TXB03 MT 9 TXB MT 9TXB02 MT 9TXB01 MT 10 TXB MT 10TXB05 MT 10TXB04 MT 10TXB03 MT 10TXB02 MT 10TXB01 7750 8500 7000 7750 6250 7000 5500 6250 4750 5500 4000 4750 4000 3250 6000 6000 6000 6000 6000 6000 6000 6000 6000 TRAMO TXB-10 TRAMO TXB-9 TRAMO TXB-8 TRAMO TXB-7 TRAMO TXB-6 TRAMO TXB-5 TRAMO TXB-4 TRAMO TXB-3 TRAMO TXB-2 TRAMO TXB-1 12.30 24.30 30.30 36.30 42.30 48.30 54.30 60.30 TZP-45 MASTIL DURO-ALUMINIO PARARRAYOS DIPOLO CORONA DETALLE 5 DETALLE 3 DETALLE 2 VER DETALLE 1 N.P.T. ± 0.0 TIERRA A ELECTRODO CABLE FORRADO 2/0 CONDUMEX DETALLE 4 DETALLE 6 N. +30.30 PLATAFORMA DE DESCANSO PLACA CELOSIA CELOSIA e=9.5mm. PL e=9.5mm. CELOSIA TUBO LARGUERO SUPERIOR 8" ced 40 TUBO LARGUERO SUPERIOR 8" ced 40 CELOSIA L° 3 1/2"x1/4" L° 3"x3/16" 18.30 L° 3"x3/16" L° 3"x3/16" MT 11 TXB MT 11TXB05 MT 131TXB04 MT 11TXB03 MT 11TXB02 MT 11TXB01 9250 8500 TRAMO TXB-11 6000 TRAMO TXB-11 6.30 66.30 L° 1/8x2" L° 1/8x1½" L° 3/16x3"x2854 9250 320 L° 3 1/2"x1/4" d 1 1/4" Tubo 8" ced. 40 CARTABONES TRAMO DE DESPLANTE e=25.4mm. e=3/8" ANTENAS CELULARES N.C.R.A.+66.30 SOPORTE TIPO H N.+66.30 ANTENAS CELULARES SOPORTE TIPO H N.+61.80 N.C.R.A.+61.80 4 ANTENAS POR SECTOR 1 MW 2'-AZ 0° N.C.R.A. + 59.55 1 MW 4'-AZ 0° 1 MW 4'-AZ 90° 12 RF + 12 RRU 3 ANTENAS POR SECTOR 9 RF + 9 RRU ANTENAS CELULARES SOPORTE TIPO H N.+57.30 N.C.R.A.+57.30 3 ANTENAS POR SECTOR 9 RF + 9 RRU 1 MW 2'-AZ 0° N.C.R.A. + 64.05 1 MW 4'-AZ 0° 1 MW 4'-AZ 90° DE 6 BARRENOS ESCALERA CON PORTACABLERA ANGULO 1 1/2" x 1/8" 6000 400 Referencia de Faro tipo L-810 referencia de Tramo TZP-45 L° 1/8"x2"x388 L° 1/8"x1½"x395 L° 1/8"x2" L° 1/8"x2"x512 abrazadera Ø3/8" abrazadera Ø3/8" Torn. Ø5/8"x1½" L° 1/8"x2" PL. 3/8" L-810 LUZ L-810 L° 6"x3/8" MT 1 TXB MT 1TXB05 MT 1TXB04 MT 1TXB03 MT 1TXB02 MT 1TXB01 1750 1750 6000 3/16" TIPO 6 PERNOS d 1 1/4" Longitud 1500 DE CONCRETO NIVEL TOPE PLANTILLA SOLERA INFERIOR CONCRETO PLANTILLA SOLERA SUPERIOR CUERDA QUE SOBRESALE DE COLUMNA DE CONCRETO COLUMNA DE PLACA BASE DE TORRE TUERCA A563 3/16" TIPO 5 5 5 5 5 5 5 ESC:20:1 CELOSIA TUBO LARGUERO CELOSIA TUBO LARGUERO TRAMO 6 BARRENOS BRIDA INFERIOR DE HACIA CENTRO DE TORRE COLUMNA PERNOS ORIENTADOS CELOSIA DE TORRE A CENTRO DE FESTER O SIMILAR DREN PERNO-ANCLA PLACA BASE GROUT N.M. L° 3 1/2"x1/4" L° 3 1/2"x1/4" L° 3 1/2"x1/4" L° 3 1/2"x1/4" Tubo 8" ced. 40 Tubo 8" ced. 40 8 Tipo 8 Tipo 8 Tipo 8 Tipo 8 Tipo

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

N.p.t. Finished floor level, General notes:, The welding will be with micro-wire mig according to specifications, Aws asme, The tower is calculated with the weight of people on the structure., Cable antennae, Cable light line landing wire., Tower connections, Flanges, section, Exterior, thickness, quantity, Screws, Leg plates, section, quantity, Screws, thickness, Tower profiles, Oc legs, section, Exterior, length, identification card, Lattice, diagonal, horizontal, thickness, nominal, principal, high school, diaphragm, inside, diagonal, horizontal, diagonal, horizontal, diagonal, horizontal, diagonal, horizontal, diagonal, horizontal, diagonal, horizontal, diagonal, horizontal, diagonal, horizontal, diagonal, horizontal, steel, diagonal, horizontal, diagonal, horizontal, diagonal, horizontal, diagonal, horizontal, Symbology:, diagonal, horizontal, diagonal, horizontal, Steel steel, diagonal, horizontal, diagonal, horizontal, diagonal, horizontal, diagonal, horizontal, Standards telcel criteria for analysis tower design, diagonal, horizontal, diagonal, horizontal, Loads on the tower, Parabolas, Rf antennas, Kg weight, kind, quantity, kind, quantity, cell phone, height, Rru, H type stand. Antennas:, H type stand. Antennas:, cell phone, Rru, H type stand. Antennas:, Rru, cell phone, Type support, Hug, tube, elevation, Fitting hardware, Tower leg reference, asparagus, Hug, Hug, tube, Type support, tube, clamp, elevation, Fitting hardware, Tower leg reference, tube, asparagus, asparagus, clamp, electrode, Land system, electrode, Union of section column, detail, access, Staircase, round, angle, Tube., variable, support of, Cell holder, Main connection, detail, Connecting rods, lime., round, Escantillon, As indicated in the detail of anchoring, Note: the bolts must be welded with the insoles, Armed with tower anchors, Plate, Diagonal assembly, detail, Connection in, tube, Connection in, detail, Secondary lattice assembly, With main diagonal, section, Tower elevation, section, Mt txb, Mt txb, Mt txb, Mt txb, Mt txb, Mt txb, Mt txb, Mt txb, section, mast, lighting rod, Dipole corona, detail, see detail, N.p.t., Earth electrode, Cable lined, Condumex, detail, Rest platform, license plate, Lattice, Lattice, Crossbar, Upper ced, Crossbar, Upper ced, Lattice, Mt txb, section, section, Tube., Letterheads, Stretch of, Grovel, Cellular antennas, Type support, Cellular antennas, Type support, Antennas by sector, N.a.a., Rf rru, Antennas by sector, Rf rru, Cellular antennas, Type support, Antennas by sector, Rf rru, N.a.a., Of holes, Staircase with portacablera, angle, Reference of, Headlight type, Reference of, section, clamp, Torn., Pl., light, Mt txb, kind, Bolts, length, Concrete, Top level, template, Lower floor, concrete, template, Upper sill, Sticking rope, Concrete column, Column of, Tower base plate, nut, kind, Lattice, Crossbar, Lattice, Crossbar, Trench drill, Bottom flange of, Towards tower center, column, Oriented pins, Lattice, tower, center, From fester similar, Drain, Motherboard, Grout n.m., Tube., kind, kind, kind, kind, kind

Raw text data extracted from CAD file:

\A1;400 \A1;1000 \A1;VARIABLE \A1;3500 N.P.T. NIVEL DE PISO TERMINADO NOTAS GENERALES: LA SOLDADURA SERA CON MICROALAMBRE MIG DE ACUERDO A ESPECIFICACIONES AWS A5.18, ASME SFA-5.18 ERS70S-3 LA TORRE SE CALCULA CON EL PESO DE 3 PERSONAS SOBRE LA ESTRUCTURA. ANTENAS DE MICROONDAS, ESCALERA, PORTACABLERA, CABLES DE PARARRAYOS, CABLE DE LUCES Y CABLE DE ATERRIZAJE DE LINEAS. CONEXIONES EN TORRE BRIDAS TRAMO d EXTERIOR ESPESOR CANTIDAD 1 174 4 5/8 200 TORNILLOS 15.9 15.9 4 3/4 (mm) d (in) (mm) 2 200 4 3/4 260 15.9 15.9 4 1 260 4 1 310 19.1 19.1 6 1 3 4 5 310 6 1 310 22.2 22.2 6 1 310 6 1 22.2 22.2 6 PLACAS EN PIERNA P/CELOSIA SECCION CANTIDAD - - 6 TORNILLOS - 5x8 18 (mm) (in) - - 6 - 5x8 16 - - 6 - 5x8 16 - - 9.5 - 5x8 12 - - 9.5 - 5x8 12 ESPESOR PERFILES DE TORRE PIERNAS OC TRAMO d EXTERIOR LONGITUD (in) 1 Gr.33 CEDULA (m) (in) 2 Gr.33 3 Gr.33 4 Gr.42 5 Gr.42 6.00 CELOSIA DIAGONAL HORIZONTAL (mm) ESPESOR d NOMINAL PRINCIPAL SECUNDARIA SECUNDARIA DIAFRAGMA INTERIOR DIAGONAL HORIZONTAL DIAGONAL HORIZONTAL DIAGONAL HORIZONTAL DIAGONAL HORIZONTAL DIAGONAL HORIZONTAL DIAGONAL HORIZONTAL DIAGONAL HORIZONTAL DIAGONAL HORIZONTAL DIAGONAL HORIZONTAL N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A - - 6.00 40 6.00 40 6.00 40 3.00 40 Acero A-36 Fy=2530 kg/cm² Acero A-50 Fy=3519 kg/cm² Acero A-36 Fy=2530 kg/cm² 6 Gr.42 6.00 40 DIAGONAL HORIZONTAL DIAGONAL HORIZONTAL N/A 7 Gr.42 6.00 DIAGONAL HORIZONTAL DIAGONAL HORIZONTAL N/A SIMBOLOGIA: 6 6 22.2 22.2 6 - - 9.5 - 5x8 12 7 6 22.2 22.2 6 - - 9.5 - 5x8 12 LI 2" X 1/8" 8 Gr.42 6.00 DIAGONAL HORIZONTAL DIAGONAL HORIZONTAL N/A LI 3 1/2" x 1/4" 8 6 6 - - 9.5 - 5x8 12 LI 4" x 1/4" LI 3 1/2" x 1/4" LI 3" x 3/16" LI 3" x 3/16" LI 2 1/2" x 5/32" LI 2 1/2" x 5/32" LI 2 1/2" x 5/32" LI 2 1/2" x 5/32" LI 2 1/2" x 5/32" 22.2 22.2 Acero A-42 Fy=2956 kg/cm² y Acero A-33 F'y=2322 kg/cm² 6 6 - - 9.5 - 5x8 12 22.2 22.2 9 9 Gr.42 6.00 DIAGONAL HORIZONTAL DIAGONAL HORIZONTAL N/A LI 3" x 3/16" LI 3 1/2" x 1/4" LI 3" x 3/16" LI 3" x 3/16" 310 310 310 310 310 310 310 310 390 10 Gr.42 6.00 DIAGONAL HORIZONTAL DIAGONAL HORIZONTAL N/A LI 3" x 3/16" LI 6" x 3/8" LI 3" x 3/16" LI 3" x 3/16" 6 6 - - 9.5 - 5x8 12 25.4 25.4 10 390 390 5.2 2 7/8 LI 2 1/2" x 5/32" LI 2 1/2" x 5/32" NORMAS Y CRITERIOS TELCEL PARA ANALISIS Y DISEÑO DE TORRES (NCTADT) 2006-2007. 6.0 6.6 5 4 5 9/16 4 1/2 LI 2 1/2" x 5/32" LI 2 1/2" x 5/32" LI 2 1/2" x 5/32" 2 1/2 LI 2" x 1/8" LI 2" x 1/8" LI 2" x 1/8" LI 2" x 1/8" LI 2" x 1/8" LI 2" x 1/8" LI 2" x 1/8" LI 2 x 1/8" N/A 11 Gr.42 6.00 DIAGONAL HORIZONTAL DIAGONAL HORIZONTAL N/A LI 3" x 3/16" LI 6" x 3/8" LI 3" x 3/16" LI 3" x 3/16" 6 6 - - 9.5 - 5x8 12 25.4 25.4 1 1/4 11 390 430 1 1/4 1 1/4 1 1/4 1 1/4 1 1 1 1 1 1 1 1 CARGAS SOBRE LA TORRE PARABOLAS ANTENAS DE RF PESO ( kg ) TIPO CANTIDAD d ( m ) TIPO CANTIDAD 1 0.60 MW 12 Celular 27.00 2 1.20 MW ALTURA (m) 64.05 64.05 12 RRU - 25.00 Soporte Tipo H. P/4 Antenas: 66.30m Vr= 122 km/h. F.T.= 1.2 C.T.= 2 Soporte Tipo H. P/3 Antenas: 61.80m 9 Celular 27.00 9 RRU - 25.00 1 0.60 MW 2 1.20 MW 59.55 59.55 Soporte Tipo H. P/3 Antenas: 57.30m 9 27.00 9 RRU 25.00 Celular - 5.5 3 1/2 3 LI 3 1/2" x 1/4" LI 3 1/2" x 1/4" LI 3 1/2" x 1/4" LI 3 1/2" x 1/4" LI 6" x 3/8" 40 40 8 8.1 8 5/8 8 8.1 8 5/8 40 40 7.1 6 5/8 6 7.1 6 5/8 6 40 7.1 6 5/8 6 6.6 5 5 9/16 6.6 5 5 9/16 40 LI 3 1/2" x 1/4" LI 3 1/2" x 1/4" LI 2" x 1/8" \A1;2500 \A1;3250 \A1;1750 \A1;2500 \A1;7750 \A1;8500 \A1;7000 \A1;7750 \A1;6250 \A1;7000 \A1;5500 \A1;6250 \A1;4750 \A1;5500 \A1;4000 \A1;4750 \A1;4000 \A1;3250 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;9250 \A1;8500 \A1;6000 \A1;9250 \A1;320 5 5 5 5 SOPORTE TIPO H \A1;PL 1/4" Abraz. 5/8" 5 5 \A1;PTR 3"x3" \A1;L 2"x3/16" \A1;PL 1/4" TUBO d2 1/2"x1500 CED.40 TUBO d2 1/2"x3000 CED.40 \A1;1500 \A1;600 \A1;1100 5 ELEVACIÓN Herraje Tipo "H" REFERENCIA PIERNA DE TORRE 5 \A1; ESPARRAGO d5/8" \A1;CE 6"x12.2 Kg/m \A1;SL 1/4"x1 1/2" \A1;PTR 2 1/2"x2 1/2" 5 \A1;L 1 1/2"x3/16" Abraz. 5/8" \A1;L 2"x3/16" \A1;PTR 3"x3" \A1;L 2"x3/16" \A1;CE 6"x12.2 Kg/m Abraz. 5/8" \A1;PTR 2 1/2"x2 1/2" TUBO d2 1/2"x1500 CED.40 \A1;400 \A1;800 \A1;1100 \A1;3000 \A1;600 5 5 5 5 5 SOPORTE TIPO H \A1;PTR 2\S1#2;"x2\S1#2;" \A1;PL 1/4" \A1;PL 1/4" TUBO d2 1/2"x3000 CED.40 Abrazadera d1/2" Abrazadera d1/2" ELEVACIÓN Herraje Tipo "H" 5 REFERENCIA PIERNA DE TORRE ø2 1/2" A 4" \A1;L°2"x 3/16" TUBO d2 1/2"x3000 CED.40 5 \A1;Sol. 1 1/2"x1/4" \A1;CE 6"x12.2 Kg/m \A1;CE 6"x12.2 Kg/m \A1; ESPARRAGO d5/8" \A1;PTR 2\S1#2;"x2\S1#2;" \A1;L°2"x 3/16" \A1; ESPARRAGO d5/8" \A1;PTR 2\S1#2;"x2\S1#2;" \A1;L° 2"x\S3#16;" Abrazadera d1/2" \A1;3000 \A1;1600 \A1;800 \A1;3000 \A1;800 \A1;800 \A1;2400 \A1;400 \A1;6000 \A1;400 \W1.5;C\C226;Y\C30;COM \A1;1750 \A1;1750 \A1;6000 \A1;1500 \A1;200 \A1;100 \A1;1050 \A1;150 \A1;320 \A1;430 ELECTRODO SISTEMA DE TIERRAS ELECTRODO ELECTRODO ELECTRODO UNION DE TRAMO Y COLUMNA DETALLE 1 400 1000 ACCESO ESCALERA DE REDONDO 5/8" ANGULO 2" x 1/8" TUBO 2" ced. 30 VARIABLE SOPORTE DE PORTACABLERA CONEXIÓN PRINCIPAL DETALLE 2 ( UNIÓN DE LARGUEROS ) d 1 1/4" cal. 14 REDONDO d 3/8" TZP-45 3500 ESCANTILLON COMO SE INDICA EN EL DETALLE DE ARMADO DE ANCLAS NOTA: SE DEBEN SOLDAR LOS PERNOS CON LAS PLANTILLAS ARMADO DE ANCLAS DE TORRE (CON PLACA DE RELLENO) ENSAMBLE DE DIAGONALES DETALLE 5 DETALLE 3 CONEXION EN (CELOSIA Y TUBO LARGUERO) (HORIZONTAL Y TUBO LARGUERO) CONEXION EN DETALLE 4 DETALLE 6 ENSAMBLE DE CELOSIA SECUNDARIA CON DIAGONAL PRINCIPAL TRAMO TXB-10 TRAMO TXB-9 TRAMO TXB-8 TRAMO TXB-7 TRAMO TXB-6 TRAMO TXB-5 TRAMO TXB-4 TRAMO TXB-3 TRAMO TXB-2 ELEVACIÓN DE TORRE TRAMO TXB-1 MT 2 TXB MT 3 TXB MT 2TXB04 MT 2TXB03 MT 2TXB02 MT 2TXB01 MT 3TXB04 MT 3TXB03 MT 3TXB02 MT 3TXB01 2500 3250 1750 2500 MT 4 TXB MT 4TXB05 MT 4TXB04 MT 4TXB03 MT 4TXB02 MT 4TXB01 MT 5 TXB MT 5TXB05 MT 5TXB04 MT 5TXB03 MT 5TXB02 MT 5TXB01 MT 6 TXB MT 6TXB05 MT 6TXB04 MT 6TXB03 MT 6TXB02 MT 6TXB01 MT 7TXB05 MT 7TXB04 MT 7TXB03 MT 7 TXB MT 7TXB02 MT 7TXB01 MT 8 TXB MT 8TXB05 MT 8TXB04 MT 8TXB03 MT 8TXB02 MT 8TXB01 MT 9TXB05 MT 9TXB04 MT 9TXB03 MT 9 TXB MT 9TXB02 MT 9TXB01 MT 10 TXB MT 10TXB05 MT 10TXB04 MT 10TXB03 MT 10TXB02 MT 10TXB01 7750 8500 7000 7750 6250 7000 5500 6250 4750 5500 4000 4750 4000 3250 6000 6000 6000 6000 6000 6000 6000 6000 6000 TRAMO TXB-10 TRAMO TXB-9 TRAMO TXB-8 TRAMO TXB-7 TRAMO TXB-6 TRAMO TXB-5 TRAMO TXB-4 TRAMO TXB-3 TRAMO TXB-2 TRAMO TXB-1 12.30 24.30 30.30 36.30 42.30 48.30 54.30 60.30 TZP-45 MASTIL DURO-ALUMINIO PARARRAYOS DIPOLO CORONA DETALLE 5 DETALLE 3 DETALLE 2 VER DETALLE 1 N.P.T. ± 0.0 TIERRA A ELECTRODO CABLE FORRADO 2/0 CONDUMEX DETALLE 4 DETALLE 6 N. +30.30 PLATAFORMA DE DESCANSO PLACA CELOSIA CELOSIA e=9.5mm. PL e=9.5mm. CELOSIA TUBO LARGUERO SUPERIOR 8" ced 40 TUBO LARGUERO SUPERIOR 8" ced 40 CELOSIA L° 3 1/2"x1/4" L° 3"x3/16" 18.30 L° 3"x3/16" L° 3"x3/16" MT 11 TXB MT 11TXB05 MT 131TXB04 MT 11TXB03 MT 11TXB02 MT 11TXB01 9250 8500 TRAMO TXB-11 6000 TRAMO TXB-11 6.30 66.30 L° 1/8x2" L° 1/8x1½" L° 3/16x3"x2854 9250 320 L° 3 1/2"x1/4" d 1 1/4" Tubo 8" ced. 40 CARTABONES TRAMO DE DESPLANTE e=25.4mm. e=3/8" ANTENAS CELULARES N.C.R.A.+66.30 SOPORTE TIPO H N.+66.30 ANTENAS CELULARES SOPORTE TIPO H N.+61.80 N.C.R.A.+61.80 4 ANTENAS POR SECTOR 1 MW 2'-AZ 0° N.C.R.A. + 59.55 1 MW 4'-AZ 0° 1 MW 4'-AZ 90° 12 RF + 12 RRU 3 ANTENAS POR SECTOR 9 RF + 9 RRU ANTENAS CELULARES SOPORTE TIPO H N.+57.30 N.C.R.A.+57.30 3 ANTENAS POR SECTOR 9 RF + 9 RRU 1 MW 2'-AZ 0° N.C.R.A. + 64.05 1 MW 4'-AZ 0° 1 MW 4'-AZ 90° DE 6 BARRENOS ESCALERA CON PORTACABLERA ANGULO 1 1/2" x 1/8" 6000 400 Referencia de Faro tipo L-810 referencia de Tramo TZP-45 L° 1/8"x2"x388 L° 1/8"x1½"x395 L° 1/8"x2" L° 1/8"x2"x512 abrazadera Ø3/8" abrazadera Ø3/8" Torn. Ø5/8"x1½" L° 1/8"x2" PL. 3/8" L-810 LUZ L-810 L° 6"x3/8" MT 1 TXB MT 1TXB05 MT 1TXB04 MT 1TXB03 MT 1TXB02 MT 1TXB01 1750 1750 6000 3/16" TIPO 6 PERNOS d 1 1/4" Longitud 1500 DE CONCRETO NIVEL TOPE PLANTILLA SOLERA INFERIOR CONCRETO PLANTILLA SOLERA SUPERIOR CUERDA QUE SOBRESALE DE COLUMNA DE CONCRETO COLUMNA DE PLACA BASE DE TORRE TUERCA A563 3/16" TIPO 5 5 5 5 5 5 5 ESC:20:1 CELOSIA TUBO LARGUERO CELOSIA TUBO LARGUERO TRAMO 6 BARRENOS BRIDA INFERIOR DE HACIA CENTRO DE TORRE COLUMNA PERNOS ORIENTADOS CELOSIA DE TORRE A CENTRO DE FESTER O SIMILAR DREN PERNO-ANCLA PLACA BASE GROUT N.M. L° 3 1/2"x1/4" L° 3 1/2"x1/4" L° 3 1/2"x1/4" L° 3 1/2"x1/4" Tubo 8" ced. 40 Tubo 8" ced. 40 8 Tipo 8 Tipo 8 Tipo 8 Tipo 8 Tipo

Language	Spanish
Drawing Type	Section
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other, N/A
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	antennas, autocad, cellular, details, drawing, DWG, freestanding, height, includes, kläranlage, meters, mts, placement, section, supporting, telecommunications, tower, treatment plant