Freestanding Tower 18 M DWG Block for AutoCAD

Freestanding Tower 18 M DWG Block for AutoCAD

Designing a self supporting tower 18m for antennas and mobile communication equipment .

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

draft:, Contains:, archive:, Of plan:, Approved, drawing:, revised:, calculation:, Rev., date, Performed, Approved, description, Revisions, Symbol description, To welcome, Conventions, Screw hole, Element with ladder, Element with destijere, Washer, Screw hole, Hole for stair bolt, High strength steel, left, law, General notes, painting:, The number of the position., For elements of greater length of mts. Stamp both, All profiles will be marked with the letter, Take the unspecified grams to the center of the profile., Each screw will be provided with a flat pressure washer., Hot galvanized according to standard astm, All screws will be in steel type astm, All elements will be hot galvanized after their, Fabrication according to standard astm of thickness microns., Astm other grades of steel, All the elements marked with the letter will be in steel, Ends on alternate faces., Thickness apply on site in alternating fringes of initial strip, Finish: enamel urethane series white orange color sika similar, Barrier: epoxy series gray color of sika thickness, Final in orange., Screw hole, review:, scale:, date:, client:, Silhouette template, Self supporting triangular tower, Helmam waiter, R.f.p., unscaled, initials, American tawer, engineering, Projects s.a.s., General base plate plant, group of, material, design, quality, P. cutting, Tor n., Torn., Connect, Both, Both, Both, Long only, Long only, Long only, Long only, Long only, Long only, Lam., Astm, Perf., Pern, Leaves calibrated, Base plate detail, cut, Triangular self-supporting tower silhouette, draft:, modifications, Seismic parameters, Specifications, Nomenclature reinforcement, Long hook, Diam. Inch, do not. dipstick, scale:, owner:, Base plate silhouette, content:, drawing:, date:, flat, code, Moderate dissipation of energy, With capacity of, Element performance, Non-structural: n.a., Of use, Of intermediate seismic threat, Square self-supporting tower, Seismic: n.a., archive:, Notes, I execute, design:, grade, Structural profiles:, Platinum, Screws:, welding:, Carlos Neighbor

Raw text data extracted from CAD file:

M L K J H I D F G E C B A 1 2 3 1 2 3 4 5 6 4 5 6 7 8 9 7 8 9 10 11 12 10 11 12 13 M K L J H I D F G E C B A 13 PROYECTO: CONTIENE: ARCHIVO: N° DE PLANO: APROBO: DIBUJO: REVISO: CALCULO: REV. FECHA REALIZADA APROBADA DESCRIPCION REVISIONES DESCRIPCION DE SIMBOLOS DA=30x15 45° A=45° 15 30 A=ACOLILLAR DA=DESALETAR ACOLILLAR Y CONVENCIONES 30 15 P=30x15 D=50 50 P=DESPUNTAR A E Z D D=DESALETAR H HUECO d9/16"(14.2) PARA TORNILLO d1/2"(12.7) ELEMENTO CON ESCALERA ELEMENTO CON DESTIJERE ARANDELA DE RELLENO HUECO d13/16"(20.6) PARA TORNILLO d3/4"(19.1) HUECO d11/16"(17.5) PARA TORNILLO d5/8"(15.9) HUECO d11/16" PARA PERNO ESCALERA d5/8" ACERO DE ALTA RESISTENCIA IZQUIERDO DERECHO NOTAS GENERALES 8. PINTURA: EL NUMERODE LA POSICION. 7. PARA ELEMENTOS DE LONGITUD MAYOR DE 3.5 MTS. ESTAMPAR LOS DOS 6. TODOS LOS PERFILES SE MARCARAN CON LA LETRA " -" Y 5. TOMENSE LOS GRAMILES NO ESPECIFICADOS AL CENTRO DEL PERFIL. 4. CADA TORNILLO IRA PROVISTO DE TUERCA, ARANDELA PLANA Y DE PRESION. GALVANIZADOS EN CALIENTE SEGUN NORMA ASTM A-153. 3. TODOS LOS TORNILLOS SERAN EN ACERO ASTM A-325 TIPO 1 2. TODOS LOS ELEMENTOS SERAN GALVANIZADOS EN CALIENTE DESPUES DE SU FABRICACION SEGUN NORMA ASTM A-123, DE 86 MICRAS DE ESPESOR. ASTM A-572 GRADO 50, LOS DEMAS EN ACERO A-36. 1. TODOS LOS ELEMENTOS MARCADOS CON LA LETRA (H) SERAN EN ACERO EXTREMOS EN CARAS ALTERNAS. ESPESOR 3MILS. APLICAR EN SITIO EN FRANJAS ALTERNADAS DE H/7 FRANJA INICIAL ACABADO: ESMALTE URETANO SERIE 36, COLOR BLANCO Y NARANJA DE SIKA O SIMILAR BARRERA: EPOXICA SERIE 23, COLOR GRIS DE SIKA O SIMILAR, ESPESOR 1.5MILS. Y FINAL EN NARANJA. HUECO d15/16"(23.8) PARA TORNILLO d7/8"(22.2) REVISION: ESCALA: FECHA: CLIENTE: SILUETA Y PLANTILLA TORRE TRIANGULAR AUTO SOPORTADA 0 ?????? ???????? HELMAM MOZO HELMAM MOZO HELMAM MOZO R.F.P.R. SIN ESCALA 15/06/2012 SIGLA AMERICAN TAWER DE 30m \W0.8;\T0.8;W.B. INGENIERIA \T1.05;DE PROYECTOS S.A.S. \T1.05;NIT 900.340.610-6 \A1;50 \A1;325 \A1;1000 \A1;1000 \A1;1000.0 \A1;122 \A1;163 \A1;1325.0 \A1;50 \A1;112.5 \A1;112.5 \A1;50 \A1;112.5 \A1;112.5 \A1;50 \A1;325 \A1;1000.0 \A1;122 \A1;163 \A1;1325.0 \A1;1000 \A1;1000 \A1;1000 \A1;1000 \A1;1000 \A1;1000 \A1;1000 \A1;1000 \A1;1000 \A1;1000 \A1;1000 \A1;1000 \A1;1000 \A1;1000 \A1;1000 \A1;1000 \A1;1000 \A1;1000 \A1;6000 \A1;6000 \A1;6000 \A1;1000 PLANTA GENERAL PLACA BASE GRUPO DE MATERIAL DISEÑO A572-50 A572-50 CALIDAD A572-50 M1 M3 A572-50 A572-50 M2 2 P. CORTANTE Nº TOR. d TORN. CONNECT 6 5/8 BOTH 2 6 5/8 BOTH 2 6 5/8 BOTH 1 1 LONG ONLY A572-50 1 1 LONG ONLY 1 1 LONG ONLY 5/8 D1 D3 D2 H2 H1 A572-50 1 1 1/2 LONG ONLY A572-50 1 1 1/2 LONG ONLY 5/8 5/8 L 2"x2"x3/16" H3 A572-50 1 1 1/2 LONG ONLY L 2"x2"x3/16" L 2"x2"x3/16" L 2-1/2"x2-1/2"x1/4" L 2"x2"x3/16" L 2"x2"x3/16" L 2"x2"x3/16" 5 5 5 5 5 5 5 5 5 5 LAM. 325x325x25.4mm ASTM A572 GR-50 4 PERF. d28.6mm 4 PERN. d25.4mm SAE 1045 CALIBRADO LONG=1000mm DETALLE PLACA BASE CORTE A-A 5 5 SILUETA TORRE AUTOSOPORTADA TRIANGULAR H=24m 1000.0 5 1000.0 5 5 5 1325.0 1325.0 H1 H2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 M1 M2 M3 D1 D1 D1 D1 D1 D1 D2 D2 D2 D2 D2 D2 D3 D3 D3 D3 D3 D3 H3 5 L 2-1/2"x2-1/2"x1/4" L 2-1/2"x2-1/2"x1/4" PROYECTO: MODIFICACIONES PARAMETROS SISMICOS ESPECIFICACIONES NOMENCLATURA REFUERZO Long. Gancho 1/4 3/8 2 3 4 5/8 5 1/2 1 7/8 7 8 3/4 6 Diam. Pulgad. No. Varilla ESCALA: 10cms 15cms PROPIETARIO: 20cms 25cms 1 : 75 35cms 40cms 30cms SILUETA Y PLACA BASE CONTENIDO: DIBUJO: FECHA: DE PLANO N° CODIGO DISIPACION MODERADA DE ENERGIA -ESTRUCTURA CON CAPACIDAD DE -GRADO DE DESEMPEÑO DE ELEMENTOS NO ESTRUCTURALES: N.A. -TIPO DE SUELO= D -GRUPO DE USO = I NSR-10 -ZONA DE AMENAZA SISMICA INTERMEDIA TORRE AUTOSOPORTADA CUADRADA -MICROZONIF. SÍSMICA: N.A. ARCHIVO: NOTAS EJECUTO DISEÑO: -ASTM A-572 Grado 50. PERFILES ESTRUCTURALES: -A.36. PLATINAS: -A 325 T1. TORNILLOS: -AWS E-70xx. SOLDADURA: CARLOS VECINO

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

draft:, Contains:, archive:, Of plan:, Approved, drawing:, revised:, calculation:, Rev., date, Performed, Approved, description, Revisions, Symbol description, To welcome, Conventions, Screw hole, Element with ladder, Element with destijere, Washer, Screw hole, Hollow for stair bolt, High strength steel, left, law, General notes, painting:, The number of the position., For elements of greater length of mts. Stamp both, All profiles will be marked with the letter, Take the unspecified grammar to the center of the profile., Each screw will be provided with flat washer of pressure., Hot galvanized according to standard astm, All screws will be in steel type astm, All elements will be hot galvanized after their, Fabrication according to standard astm of thickness microns., Astm other grade steel, All the elements marked with the letter will be in steel, Ends on alternate faces., Thickness apply on site in alternating fringes of initial strip, Finish: enamel urethane series white orange color of sika similar, Barrier: epoxy series gray color of sika thickness, Final in orange., Screw hole, review:, scale:, date:, client:, Silhouette template, Self supporting triangular tower, Helmam waiter, R.f.p., unscaled, initials, American tawer, engineering, Projects s.a.s., General base plate plant, group of, material, design, quality, P. cutting, Tor n., Torn., Connect, Both, Both, Both, Long only, Long only, Long only, Long only, Long only, Long only, Lam., Astm, Perf., Pern, Leaves calibrated, Base plate detail, cut, Triangular self-supporting tower silhouette, draft:, modifications, Seismic parameters, Specifications, Nomenclature reinforcement, Long hook, Diam. Inch, do not. dipstick, scale:, owner:, Base plate silhouette, content:, drawing:, date:, flat, code, Moderate dissipation of energy, With capacity of, Element performance, Non-structural: n.a., Of use, Of intermediate seismic threat, Square self-supporting tower, Seismic: n.a., archive:, Notes, I execute, design:, grade, Structural profiles:, Platinum, Screws:, welding:, Carlos neighbor

Raw text data extracted from CAD file:

M L K J H I D F G E C B A 1 2 3 1 2 3 4 5 6 4 5 6 7 8 9 7 8 9 10 11 12 10 11 12 13 M K L J H I D F G E C B A 13 PROYECTO: CONTIENE: ARCHIVO: N° DE PLANO: APROBO: DIBUJO: REVISO: CALCULO: REV. FECHA REALIZADA APROBADA DESCRIPCION REVISIONES DESCRIPCION DE SIMBOLOS DA=30x15 45° A=45° 15 30 A=ACOLILLAR DA=DESALETAR ACOLILLAR Y CONVENCIONES 30 15 P=30x15 D=50 50 P=DESPUNTAR A E Z D D=DESALETAR H HUECO d9/16"(14.2) PARA TORNILLO d1/2"(12.7) ELEMENTO CON ESCALERA ELEMENTO CON DESTIJERE ARANDELA DE RELLENO HUECO d13/16"(20.6) PARA TORNILLO d3/4"(19.1) HUECO d11/16"(17.5) PARA TORNILLO d5/8"(15.9) HUECO d11/16" PARA PERNO ESCALERA d5/8" ACERO DE ALTA RESISTENCIA IZQUIERDO DERECHO NOTAS GENERALES 8. PINTURA: EL NUMERODE LA POSICION. 7. PARA ELEMENTOS DE LONGITUD MAYOR DE 3.5 MTS. ESTAMPAR LOS DOS 6. TODOS LOS PERFILES SE MARCARAN CON LA LETRA " -" Y 5. TOMENSE LOS GRAMILES NO ESPECIFICADOS AL CENTRO DEL PERFIL. 4. CADA TORNILLO IRA PROVISTO DE TUERCA, ARANDELA PLANA Y DE PRESION. GALVANIZADOS EN CALIENTE SEGUN NORMA ASTM A-153. 3. TODOS LOS TORNILLOS SERAN EN ACERO ASTM A-325 TIPO 1 2. TODOS LOS ELEMENTOS SERAN GALVANIZADOS EN CALIENTE DESPUES DE SU FABRICACION SEGUN NORMA ASTM A-123, DE 86 MICRAS DE ESPESOR. ASTM A-572 GRADO 50, LOS DEMAS EN ACERO A-36. 1. TODOS LOS ELEMENTOS MARCADOS CON LA LETRA (H) SERAN EN ACERO EXTREMOS EN CARAS ALTERNAS. ESPESOR 3MILS. APLICAR EN SITIO EN FRANJAS ALTERNADAS DE H/7 FRANJA INICIAL ACABADO: ESMALTE URETANO SERIE 36, COLOR BLANCO Y NARANJA DE SIKA O SIMILAR BARRERA: EPOXICA SERIE 23, COLOR GRIS DE SIKA O SIMILAR, ESPESOR 1.5MILS. Y FINAL EN NARANJA. HUECO d15/16"(23.8) PARA TORNILLO d7/8"(22.2) REVISION: ESCALA: FECHA: CLIENTE: SILUETA Y PLANTILLA TORRE TRIANGULAR AUTO SOPORTADA 0 ?????? ???????? HELMAM MOZO HELMAM MOZO HELMAM MOZO R.F.P.R. SIN ESCALA 15/06/2012 SIGLA AMERICAN TAWER DE 30m \W0.8;\T0.8;W.B. INGENIERIA \T1.05;DE PROYECTOS S.A.S. \T1.05;NIT 900.340.610-6 \A1;50 \A1;325 \A1;1000 \A1;1000 \A1;1000.0 \A1;122 \A1;163 \A1;1325.0 \A1;50 \A1;112.5 \A1;112.5 \A1;50 \A1;112.5 \A1;112.5 \A1;50 \A1;325 \A1;1000.0 \A1;122 \A1;163 \A1;1325.0 \A1;1000 \A1;1000 \A1;1000 \A1;1000 \A1;1000 \A1;1000 \A1;1000 \A1;1000 \A1;1000 \A1;1000 \A1;1000 \A1;1000 \A1;1000 \A1;1000 \A1;1000 \A1;1000 \A1;1000 \A1;1000 \A1;6000 \A1;6000 \A1;6000 \A1;1000 PLANTA GENERAL PLACA BASE GRUPO DE MATERIAL DISEÑO A572-50 A572-50 CALIDAD A572-50 M1 M3 A572-50 A572-50 M2 2 P. CORTANTE Nº TOR. d TORN. CONNECT 6 5/8 BOTH 2 6 5/8 BOTH 2 6 5/8 BOTH 1 1 LONG ONLY A572-50 1 1 LONG ONLY 1 1 LONG ONLY 5/8 D1 D3 D2 H2 H1 A572-50 1 1 1/2 LONG ONLY A572-50 1 1 1/2 LONG ONLY 5/8 5/8 L 2"x2"x3/16" H3 A572-50 1 1 1/2 LONG ONLY L 2"x2"x3/16" L 2"x2"x3/16" L 2-1/2"x2-1/2"x1/4" L 2"x2"x3/16" L 2"x2"x3/16" L 2"x2"x3/16" 5 5 5 5 5 5 5 5 5 5 LAM. 325x325x25.4mm ASTM A572 GR-50 4 PERF. d28.6mm 4 PERN. d25.4mm SAE 1045 CALIBRADO LONG=1000mm DETALLE PLACA BASE CORTE A-A 5 5 SILUETA TORRE AUTOSOPORTADA TRIANGULAR H=24m 1000.0 5 1000.0 5 5 5 1325.0 1325.0 H1 H2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 M1 M2 M3 D1 D1 D1 D1 D1 D1 D2 D2 D2 D2 D2 D2 D3 D3 D3 D3 D3 D3 H3 5 L 2-1/2"x2-1/2"x1/4" L 2-1/2"x2-1/2"x1/4" PROYECTO: MODIFICACIONES PARAMETROS SISMICOS ESPECIFICACIONES NOMENCLATURA REFUERZO Long. Gancho 1/4 3/8 2 3 4 5/8 5 1/2 1 7/8 7 8 3/4 6 Diam. Pulgad. No. Varilla ESCALA: 10cms 15cms PROPIETARIO: 20cms 25cms 1 : 75 35cms 40cms 30cms SILUETA Y PLACA BASE CONTENIDO: DIBUJO: FECHA: DE PLANO N° CODIGO DISIPACION MODERADA DE ENERGIA -ESTRUCTURA CON CAPACIDAD DE -GRADO DE DESEMPEÑO DE ELEMENTOS NO ESTRUCTURALES: N.A. -TIPO DE SUELO= D -GRUPO DE USO = I NSR-10 -ZONA DE AMENAZA SISMICA INTERMEDIA TORRE AUTOSOPORTADA CUADRADA -MICROZONIF. SÍSMICA: N.A. ARCHIVO: NOTAS EJECUTO DISEÑO: -ASTM A-572 Grado 50. PERFILES ESTRUCTURALES: -A.36. PLATINAS: -A 325 T1. TORNILLOS: -AWS E-70xx. SOLDADURA: CARLOS VECINO

Language	Spanish
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Steel, Other
Measurement Units
Footprint Area
Building Features	Deck / Patio, Car Parking Lot
Tags	antennas, autocad, block, communication, designing, DWG, equipment, freestanding, kläranlage, mobile, supporting, telecommunications, tower, towers, treatment plant