Shed For Bleachers DWG Detail for AutoCAD

Shed for bleachers – Several details – Isometric view

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

edt_crc, types of profiles in metal lattice, edt _ crc, reinforced concrete, notes: angular, support detail, waterfront, column support hoao, threaded rod, rubber, double profile, metal structure details, financing entity: prohisaba, executing agency :, consultant :, ing. jorge escobar revollo, location :, character :, dept .:, project :, province :, tarija, fenced, approved :, est, lamina :, junacas, scale :, community :, municipality :, from position to health center junacas , expansion and refurbishment, support detail, support hº aº column, ladder, shed for bleachers, knots and dimensions – dimensions and types of profiles, description: shed for bleachers, infrastructure department – umsa, multifunctional court expansion, faculty of dentistry – umsa, peace – bolivia, orient anchor to the center of the plate, welding, detail anchor bolt, base plate, leveling mortar, ref. pillars: description of profiles, dimensions, knots and anchor plates – profiles

Raw text data extracted from CAD file:

r=2 100 50 edt_CRC \A1;1.0 \A1;1.0 \A1;0.5 \A1;0.5 \A1;0.5 \A1;1.0 \A1;1.0 \A1;1.0 \A1;0.9 \A1;0.9 \A1;1.0 \A1;1.0 \A1;1.0 \A1;1.0 \A1;1.0 \A1;0.5 \A1;0.5 \A1;0.5 \A1;50 \A1;100 \A1;e=2 \A1;R2 \A1;15 \A1;50 \A1;100 \A1;e=3 \A1;15 \A1;R3 \A1;50 \A1;100 \A1;e=2 \A1;R2 \A1;15 \A1;50 \A1;200 \A1;e=4 \A1;15 \A1;R4 \A1;30 \A1;30 \A1;1.0 \A1;0.7 \A1;0.203 \A1;0.77 \A1;1.73 \A1;2.5 \A1;0.101 \A1;1.2 \A1;0.203 \A1;0.203 \A1;0.203 \A1;0.203 \A1;0.203 \A1;0.1 \A1;0.135 \A1;0.135 \A1;0.135 \A1;0.135 \A1;0.135 \A1;0.068 \A1;0.068 \A1;0.091 COLUMNA 30 X30 COLUMNA 30 X 30 2xedt_CRC([]) B 200x50x15x4 C.S. 100x50x15x3 C.S. 100x50x15x3 C.S. 2xedt_CRC([]) A 100x50x15x2 100x50x15x3 C.S. 100x50x15x3 C.S. 2xedt_CRC([]) A 100x50x15x2 100x50x15x3 C.S. 100x50x15x2 C.S. 100x50x15x2 100x50x15x3 C.S. 100x50x15x2 C.S. 100x50x15x2 100x50x15x3 C.S. 100x50x15x2 C.S. 100x50x15x2 100x50x15x3 C.S. 2xedt_CRC([]) A 100x50x15x2 100x50x15x3 C.S. 100x50x15x3 C.S. 2xedt_CRC([]) A 100x50x15x2 100x50x15x3 C.S. 100x50x15x3 C.S. 2xedt_CRC([]) A 100x50x15x2 100x50x15x3 C.S. 100x50x15x2 C.S. 100x50x15x2 100x50x15x2 100x50x15x2 C.S. 100x50x15x3 C.S. 100x50x15x2 100x50x15x3 C.S. 100x50x15x2 C.S. 100x50x15x2 100x50x15x3 C.S. 100x50x15x2 C.S. 100x50x15x3 C.S. 100x50x15x2 100x50x15x3 C.S. 100x50x15x2 C.S. 100x50x15x3 C.S. 100x50x15x2 100x50x15x3 C.S. 2xedt_CRC([]) A 100x50x15x3 C.S. 100x50x15x2 100x50x15x3 C.S. 100x50x15x3 C.S. 100x50x15x2 C.S. 100x50x15x2 100x50x15x3 C.S. 100x50x15x3 C.S. 2xedt_CRC([]) A 100x50x15x2 100x50x15x3 C.S. 100x50x15x3 C.S. 2xedt_CRC([]) A 100x50x15x2 100x50x15x3 C.S. COLUMNA 30 X 30 COLUMNA 30 X 30 2xedt_CRC([]) B 200x50x15x4 C.S. 100x50x15x3 C.S. 0.5 0.5 0.5 1 1 1 1 1 0.9 0.9 1 1 1 1 1 0.5 0.5 0.5 0.77 1.73 2.5 0.068 0.068 0.135 0.135 0.135 0.203 0.203 0.203 0.203 0.203 0.135 0.135 1.2 0.101 0.091 0.203 0.7 1 ESCALA 1:50 TIPOS DE PERFILES EN RETICULADO METALICO PORTICO TIPO P1 PRIMER PORTICO 100x50x15x3 C.S. 100x50x15x3 C.S. 100x50x15x3 C.S. 100x50x15x3 C.S. 100x50x15x3 C.S. edt _ CRC e=2 15 100 50 50 100 15 e=3 2 X edt_CRC([]) 2 X edt_CRC([]) A e=2 15 100 50 r=2 r=3 r=2 COLUMNA 30 x 30 HORMIGON ARMADO RECUBRIMIENTO = 3 CM NOTAS: 30 30 ACERO TIPO A-36 CON Fyk = 2548,42 (kG/CM2) SOLDADURA ESTRUCTURAL CON ELECTRODOS TIPO E-6011 50 200 15 e=4 2 X edt_CRC([]) B r=4 ANGULAR 2″ x 2″x 1/4″ PLACA APOYO 5mm. DETALLE APOYO COSTANERA 200x50x15x4mm. ARANDELA Ø 5/8″ APOYO COLUMNA DE HoAo VARILLA ROSCADA GOMA Ø5/8″x20″ 100x50x15x2 PERFIL SIMPLE 100x50x15x3 CAJON SOLDADO PERFIL DOBLE 100x50x15x2 CAJON SOLDADO PERFIL DOBLE 200x50x15x4 CAJON SOLDADO PERFIL DOBLE 100x50x15x2 100x50x15x2 C.S. 100x50x15x2 100x50x15x2 C.S. 100x50x15x2 100x50x15x3 C.S. 100x50x15x2 C.S. 100x50x15x2 100x50x15x2 C.S. 100x50x15x3 C.S. 100x50x15x2 100x50x15x3 C.S. 100x50x15x2 100x50x15x3 C.S. 100x50x15x2 C.S. 100x50x15x2 100x50x15x3 C.S. 100x50x15x2 100x50x15x2 100x50x15x3 C.S. ANGULAR 2″ x 2″x 1/4″ PLACA APOYO 5mm. COSTANERA 200x50x15x4mm. ARANDELA Ø 5/8″ VARILLA ROSCADA GOMA Ø5/8″x20″ \LNOTAS: SOLDADURA ESTRUCTURAL CON ELECTRODOS TIPO E-6011 ACERO TIPO A-36 CON Fyk = 2548,42 (KG/CM2) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 COLUMNA 30 x 30 100x50x15x3 C.S. 100x50x15x2 C.S. 100x50x15x2 C.S. 100x50x15x2 C.S. 100x50x15x2 C.S. 100x50x15x2 C.S. 100x50x15x2 C.S. 100x50x15x2 C.S. 100x50x15x2 C.S. 100x50x15x2 C.S. 100x50x15x2 COLUMNA 30 x 30 100x50x15x3 C.S. 100x50x15x3 C.S. 200x50x15x4 C.S. 200x50x15x4 C.S. 100x50x15x2 100x50x15x2 100x50x15x2 100x50x15x2 100x50x15x2 100x50x15x3 C.S. 100x50x15x3 C.S. 100x50x15x3 C.S. 100x50x15x3 C.S. 100x50x15x2 100x50x15x2 100x50x15x2 5 5 e=2 5 5 100x50x15x2 PERFIL SIMPLE Esc. 1:2 100x50x15x3 CAJON SOLDADO (C.S.) PERFIL DOBLE Esc. 1:2 5 5 e=3 5 5 5 5 e=2 5 5 100x50x15x2 CAJON SOLDADO (C.S.) PERFIL DOBLE \H0.8571x;Esc. 1:2 5 5 e=4 5 5 200x50x15x4 CAJON SOLDADO (C.S.) PERFIL DOBLE Esc. 1:2 COLUMNA 30 x 30 CM HORMIGON ARMADO RECUBRIMIENTO = 3 CM Esc. 1:5 30 30 100x50x15x3 C.S. 100x50x15x3 C.S. DETALLES ESTRUCTURA METALICA ENTIDAD FINANCIADORA: PROHISABA ENTIDAD EJECUTORA: CONSULTOR: ING. JORGE ESCOBAR REVOLLO UBICACION: CARACTER: DEPTO.: PROYECTO: PROVINCIA: TARIJA CERCADO 1 : 25 APROBADO: FECHA: JUNIO 2006 EST 5/6 LAMINA: CERCADO JUNACAS ESCALA: COMUNIDAD: MUNICIPIO: DE PUESTO A CENTRO DE SALUD JUNACAS AMPLIACION Y REFACCIÓN RNI. 6792 5 5 0.203 0.77 1.73 5 <>01 5 <>03 <>03 <>03 <>03 <>03 5 <>35 <>35 <>35 <>35 <>35 0.068 0.068 0.091 PORTICO TIPO P1 PRIMER PORTICO TIPOS DE PERFILES EN RETICULADO METALICO 100x50x15x2 C.S. 100x50x15x2 C.S. 100x50x15x2 C.S. 100x50x15x3 C.S. 100x50x15x3 C.S. 200x50x15x4 C.S. 200x50x15x4 C.S. DETALLE APOYO APOYO COLUMNA DE Hº Aº \A1;50 \A1;100 \A1;e=2 \A1;R2 \A1;15 3.2 0.5 0.5142 0.512 0.5142 0.522 0.628 0.5154 0.5154 0.5154 0.5154 1.9 0.505 0.6372 1.9 0.52 0.6403 1.9 0.525 0.625 1.9 0.5 0.625 1.9 0.505 0.628 1.9 0.52 0.6372 1.9 0.505 0.5142 0.512 0.5192 0.5166 0.628 0.5154 0.5154 0.5154 0.5154 1.9 3.2 0.5 1.9 3.2 0.5 0.5142 0.512 0.5142 0.522 0.628 0.5154 0.5154 0.5154 0.5154 0.505 0.6372 0.52 0.6403 0.525 0.625 0.5 0.625 0.505 0.628 0.52 0.6372 0.505 0.5142 0.512 0.5192 0.5166 0.628 0.5154 0.5154 0.5154 0.5154 3.2 0.5 1.9 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 3.2 0.125 0.23 0.5 0.35 0.37 0.5 100x50x15x2 (P.S.) 100x50x15x2 (P.S.) 100 x 50x15x2 100x50x15x2 (P.S.) 100x50x15x2 (P.S.) 100x50x15x2 (P.S.) 100x50x15x2 (P.S.) 100x50x15x2 (P.S.) 100x50x15x2 (P.S.) ESCALERA TINGLADO PARA GRADERIAS 5 5 e=2 5 5 100x50x15x2 PERFIL SIMPLE (P.S.) PARA CORREAS DE CUBIERTA Esc. 1:2 0.125 0.125 0.12 NUDOS Y COTAS ACERO A – 36 COTAS Y TIPOS DE PERFILES ACERO A – 36 ESCALERA 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 1.9 3.2 0.125 0.23 0.5 0.35 0.37 0.5 0.125 0.125 0.12 NUDOS Y COTAS – COTAS Y TIPOS DE PERFILES DESCRIPCION: TINGLADO PARA GRADERIAS DEPARTAMENTO DE INFRAESTRUCTURA – U.M.S.A. RNI. 6792 AMPLIACION CANCHA MULTIFUNCIONAL FACULTAD DE ODONTOLOGIA – U.M.S.A. ESCALA: LAMINA: 1/2 EST FECHA: JUNIO 2006 APROBADO: 1 : 25 LA PAZ – BOLIVIA PROYECTO: FACULTAD DE ODONTOLOGIA – U.M.S.A. UBICACION: ING. JORGE ESCOBAR REVOLLO CONSULTOR: ENTIDAD EJECUTORA: 2 PLANOS 0.5 \A1;5 \A1;10 \A1;3 \A1;14 \A1;3 \A1;5 \A1;20 \A1;5 \A1;10 \A1;5 \A1;20 \A1;3 \A1;14 \A1;3 \A1;300 \A1;63.3 \A1;25.3 \A1;20 \A1;8 \A1;300 \A1;63.3 \A1;25.3 \A1;20 \A1;7 \A1;5 \A1;10 \A1;3 \A1;14 \A1;3 \A1;5 \A1;20 \A1;5 \A1;10 \A1;5 \A1;20 \A1;3 \A1;14 \A1;3 \A1;50 \A1;100 \A1;e=2 \A1;R2 \A1;15 \A1;50 \A1;100 \A1;e=2 \A1;R2 \A1;15 \A1;50 \A1;100 \A1;e=2 \A1;R2 \A1;15 1 2 3 4 5 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 1.9 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 3.2 0.23 0.5 0.35 0.37 0.5 Espesor placa base: 8 mm Orientar anclaje al centro de la placa Perno: d12.66 mm (A-307 – liso) Soldadura Detalle Anclaje Perno Placa base Mortero de nivelación Hormigón: H-200,CN Dimensiones Placa = 200x200x8 mm ( ASTM A 36 36 ksi ) Pernos = 4d12.66 mm (A-307 – liso) Ref. Pilares : Nudo 1=Nudo 18 Escala 1 : 10 Espesor placa base: 7 mm Orientar anclaje al centro de la placa Perno: d12.66 mm (A-307 – liso) Soldadura Detalle Anclaje Perno Placa base Mortero de nivelación Hormigón: H-200,CN Dimensiones Placa = 200x200x7 mm ( ASTM A 36 36 ksi ) Pernos = 4d12.66 mm (A-307 – liso) Ref. Pilares : Nudo 21=Nudo 38 Escala 1 : 10 COLUMNA100x50x15x2 C.S. 100x50x15x2 C.S. 100x50x15x2 C.S. 100x50x15x2 C.S. 100x50x15x2 C.S. 100x50x15x2 100x50x15x2 100x50x15x2 C.S. 100x50x15x2 C.S. 100x50x15x2 100x50x15x2 100x50x15x2 C.S. 100x50x15x2 C.S. 100x50x15x2 100x50x15x2 100x50x15x2 C.S. 100x50x15x2 100x50x15x2 C.S. 100x50x15x2 100x50x15x2 100x50x15x2 100x50x15x2 C.S. 100x50x15x2 C.S. 100x50x15x2 100x50x15x2 100x50x15x2 C.S. 100x50x15x2 C.S. 100x50x15x2 100x50x15x2 C.S. 100x50x15x2 100x50x15x2 C.S. COLUMNA 100x50x15x2 C.S. 100x50x15x2 C.S. 100x50x15x2 C.S. 100x50x15x2 C.S. 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 3.2 0.23 0.5 0.35 0.37 0.5 6 0.5 25% 25% TINGLADO PARA GRADERIAS \LNOTAS: SOLDADURA ESTRUCTURAL CON ELECTRODOS TIPO E-6011 ACERO TIPO A-36 CON Fyk = 2548,42 (KG/CM2) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 <>.3 <>.3 5 8 5 <>.3 <>.3 5 5 COTAS, NUDOS Y PLACAS DE ANCLAJE ACERO A – 36 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ESCALERA DESCRIPCION DE PERFILES 5 5 e=2 5 5 100x50x15x2 PERFIL SIMPLE Esc. 1:2 100x50x15x2 CAJON SOLDADO (C.S.) PERFIL DOBLE Esc. 1:2 5 5 e=2 5 5 COLUMNAS 100x50x15x2 CAJON SOLDADO (C.S.) \H1.167x;PERFIL DOBLE Esc. 1:2 5 5 e=2 5 5 0.125 0.125 0.125 0.12 0.125 0.125 0.125 0.12 COTAS,NUDOS Y PLACAS DE ANCLAJE – PERFILES DESCRIPCION: TINGLADO PARA GRADERIAS DEPARTAMENTO DE INFRAESTRUCTURA – U.M.S.A. RNI. 6792 AMPLIACION CANCHA MULTIFUNCIONAL FACULTAD DE ODONTOLOGIA – U.M.S.A. ESCALA: LAMINA: 2/2 EST FECHA: JUNIO 2006 APROBADO: 1 : 25 LA PAZ – BOLIVIA PROYECTO: FACULTAD DE ODONTOLOGIA – U.M.S.A. UBICACION: ING. JORGE ESCOBAR REVOLLO CONSULTOR: ENTIDAD EJECUTORA: