Detail Measurement Module DWG Detail for AutoCAD

Detail Measurement Module DWG Detail for AutoCAD

module for measuring an electrical installation.

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

technical office, pulls out, technical office, pulls out, Xxx, Xxx, Xxx, Xxx, Xxx, flat, Xxxxxxxx.dwg, Plan, Reference planes, title, Reference planes, title, Plan, date, Corrections modifications, approved, reviewed, content:, flat, drawing, date:, reviewed, date:, reviewed, date:, reviewed, date:, Approved, scale:, Broadcast date:, sheet, Rev .:, Cod. Cad:, flat, your B. Pvc., Detail esc., Cover plate, Xxx, Xxx, Xxx, Xxx, Xxx, flat, Xxxxxxxx.dwg, Plan, Reference planes, title, Reference planes, title, Plan, date, Corrections modifications, approved, reviewed, content:, flat, drawing, date:, reviewed, date:, reviewed, date:, reviewed, date:, Approved, scale:, Broadcast date:, sheet, Rev .:, Cod. Cad:, flat, Crown beam, Electrified fence, Crown beam, see note, note, Concrete block wall, Machon shoe, Rafter beam, Perimeter wall detail, note, Esc:, Machon, Machon, Ground level, Of brace, Drainage ditch, Of land, note, Minced stone, section, Esc:, To frame against the ground, Kgf, Concrete wall reinforcement rods electro welded wire mesh metal carpentry, Concrete reinforcement rods electro welded wire mesh metal carpentry, Concrete gutter, Fc, Fc, Quality of materials, All measurements are given unless otherwise indicated. The finish of the block wall will be defined authorized by movilnet. Compacting the ground for the construction of the beam. According to specifications of civil works. The security system at the top of the wall could be concertina wire. Previous authorization of movilnet. See notes of constructive specifications. To protect the wall from moisture must build a concrete folder of cms. See section the blocks will be filled in concrete slats up to a height of, Notes:, note, Electricity connection, Concrete block filled with concrete cm. note, crown, Of land, Of brace, Chopped, Reading protection cabinet, Machon, Detail of machon of the measuring module in wall near perimeter, section, Against the ground, Chopped, section, note, section, ground, Welded steel, Esc., Drainage ditch detail, concrete, see note, Electrified wire fence, Electrified wire fence, Concrete block, Blade protrudes from the corona beam, Crown beam, crown, Concrete block filled with concrete cm. note, Concrete block filled with concrete cm. note, Concrete block filled with concrete cm. note, Crown beam, Concrete Block Concrete Block Wall

Raw text data extracted from CAD file:

\A1;3.00 \A1;0.20 \A1;3.00 \A1;0.20 \A1;3.00 (TIP.) \A1;0.30 \A1;0.30 \A1;0.30 \A1;1.50 \A1;.20 \A1;.025 \A1;.025 \A1;.20 \A1;.30 \A1;.30 \A1;.05 \A1;.025 \A1;.20 \A1;.20 \A1;.025 \A1;3.00 \A1;0.30 \A1;1.30 \A1;.20 \A1;.14 \A1;.40 \A1;.14 \A1;.10 oficina técnica sa ca oficina técnica sa ca XXX MES.-98 XXX MES.-98 XXX MES.-01 XXX MES.-01 XXX 1:XX DIA/MES/AÑO PLANO PLANO PLANO PLANO 0 XX-XX-XX-XXX 1/1 XXXXXXXX.dwg 1/1 XX-XX-XX-XXX N° DE PLANO PLANOS DE REFERENCIA TITULO PLANOS DE REFERENCIA TITULO N° DE PLANO FECHA N° CORRECCIONES O MODIFICACIONES APROBADO REVISADO Contenido: Plano N°: DIBUJO FECHA: REVISADO FECHA: REVISADO FECHA: REVISADO FECHA: APROBO ESCALA: FECHA EMISION: Hoja N°: Rev.: COD. CAD: PLANO \A1;1.50 \A1;1.30 \A1;0.10 \A1;0.40 \A1;0.10 \A1;0.10 \A1;0.50 38236.61313196422 38236.61313196422 TUB. d 3" PVC. 38236.61313196422 38236.61313196422 38236.61313196422 DETALLE 2 ESC. 1:20 TAPA PLETINA e=1/4"x600X50 \A1;1.50 \A1;0.20 \A1;1.30 \A1;0.20 \A1;0.20 \A1;0.20 \A1;1.30 \A1;1.50 XXX MES.-98 XXX MES.-98 XXX MES.-01 XXX MES.-01 XXX 1:XX DIA/MES/AÑO PLANO PLANO PLANO PLANO 0 XX-XX-XX-XXX 1/1 XXXXXXXX.dwg 1/1 XX-XX-XX-XXX N° DE PLANO PLANOS DE REFERENCIA TITULO PLANOS DE REFERENCIA TITULO N° DE PLANO FECHA N° CORRECCIONES O MODIFICACIONES APROBADO REVISADO Contenido: Plano N°: DIBUJO FECHA: REVISADO FECHA: REVISADO FECHA: REVISADO FECHA: APROBO ESCALA: FECHA EMISION: Hoja N°: Rev.: COD. CAD: PLANO \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; 3.00 VIGA DE CORONA 5 CERCA ELECTRIFICADA VIGA DE CORONA B 3.00 5 VER NOTA 4 (VER NOTA 3) PARED DE BLOQUE DE CONCRETO C ZAPATA DE MACHON VIGA DE RIOSTRA B 3.00 (TIP.) DETALLE DE PARED PERIMETRAL (VER NOTA 5) ESC: 1/50 MACHON C 5 MACHON NIVEL DE TERRENO \A1;VIGA DE RIOSTRA CUNETA DE DRENAJE (VER DETALLE) \A1;NIVEL DE TERRENO 5 (VER NOTA 3) PIEDRA PICADA #1 e=5cm. SECCION B-B ESC: 1/50 5 \A1; ENCOFRAR CONTRA EL TERRENO Kgf / cm2 CONCRETO PARED CABILLAS DE REFUERZO MALLA ELECTROSOLDADA A-50 TUBOS CARPINTERIA METALICA CONCRETO CABILLAS DE REFUERZO MALLA ELECTROSOLDADA A-50 TUBOS CARPINTERIA METALICA CONCRETO CUNETA f'c = 250 fy = 5000 fy = 4200 fy = 4200 f'c = 210 fy = 5000 CALIDAD DE LOS MATERIALES CALIDAD DE LOS MATERIALES 1. - TODAS LAS MEDIDAS ESTAN DADAS EN METROS, A MENOS QUE SE INDIQUE OTRA UNIDAD. 2. - EL ACABADO DE LA PARED DE BLOQUES SERA DEFINIDO Y AUTORIZADO POR MOVILNET. 3. - SE DEBERA LIMPIAR, CONFORMAR Y COMPACTAR EL TERRENO PARA LA CONSTRUCCION DE LA VIGA. SEGUN ESPECIFICACIONES DE OBRAS CIVILES. 4. - EL SISTEMA DE SEGURIDAD EN EL TOPE DE LA PARED PODRA SER ALAMBRE DE PUAS ó CONCERTINA. PREVIA AUTORIZACION DE MOVILNET. 5. - VER NOTAS DE ESPECIFICACIONES CONSTRUTIVAS. 6.- PARA PROTEGER LA PARED DE LA HUMEDAD SE DEBE CONSTRUIR UNA CARPETA DE CONCRETO DE 8 cms. VER SECCION B-B. 7.- LOS BLOQUES SE RELLENARAN EN CONCRETO Y CABILLAS HASTA UNA ALTURA DE 1.50mts. NOTAS: (VER NOTA 3) ACOMETIDA DE ELECTRICIDAD \A1; 3.00 \A1;PARED BLOQUE CONCRETO RELLENOS DE CONCRETO Y CABILLAS DE \S1#2;"CADA 20 cm. (VER NOTA 7) <> 1.30 C D D E E \A1;VIGA CORONA * \A1;NIVEL DE TERRENO \A1;VIGA DE RIOSTRA \A1;PIEDRA PICADA #1 e=5cm. GABINETE DE PROTECCION Y LECTURA MACHON 5 DETALLE DE MACHON DEL MODULO DE MEDICION EN PARED Y CERCA PERIMETRAL ESC:1/50 C .20 .15 .025 EST.Ø5.2mm. SECCION D-D ESC:1/20 4Ø1/2" .025 .20 .06 .15 \A1;ENCOFRAR CONTRA EL TERRENO .30 \A1;PIEDRA PICADA #1 e=5cm. EST.Ø5.2mm. x0.92m.C/.20 SECCION C-C \A1;(VER NOTA 4) ESC:1/20 .30 .05 4Ø1/2" 2x.06 EST.Ø5.2mm.x 0.72 C/.20 SECCION E-E 4Ø3/8" .025 \A1;NIVEL TERRENO ESC:1/20 .20 .20 .025 .15 .06 .15 .20 * * \A1; \A1; \A1; \A1; \A1; .20 .10 \A1;MALLA ELECTROSOLDADA 100x100x4mm. ESC. 1:20 DETALLE CUNETA DE DRENAJE .14 .40 CONCRETO f'c=180 Kg/cm2 VER NOTA 3 .14 \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; .15 .06 .15 .20 .20 .20 \A1; \A1; \A1; \A1; .06 .15 .15 x 0.72 C/.20 \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; P=1% CERCA ELECTRIFICADA DE 5 HILOS \A1; CERCA ELECTRIFICADA DE 5 HILOS \A1; 1.50 1.30 \A1;PARED BLOQUE CONCRETO CABILLA d1/ 2" L=0.70mts. SOBRESALE 0.32mts. DE LA VIGA DE CORONA 1.50 5 1.30 VIGA DE CORONA 5 5 \A1;VIGA CORONA 5 \A1;PARED BLOQUE CONCRETO RELLENOS DE CONCRETO Y CABILLAS DE \S1#2;"CADA 20 cm. (VER NOTA 7) \A1;PARED BLOQUE CONCRETO RELLENOS DE CONCRETO Y CABILLAS DE \S1#2;"CADA 20 cm. (VER NOTA 7) \A1; \A1;PARED BLOQUE CONCRETO RELLENOS DE CONCRETO Y CABILLAS DE \S1#2;"CADA 20 cm. (VER NOTA 7) \A1; \A1; 1.30 5 \A1;PARED BLOQUE CONCRETO RELLENOS DE CONCRETO Y CABILLAS DE \S1#2;"CADA 20 cm. (VER NOTA 7) \A1; \A1; \A1; VIGA DE CORONA \A1; PARED DE BLOQUE DE CONCRETO RELLENO DE CONCRETO \A1; P=1%

Language	Spanish
Drawing Type	Detail
Category	Mechanical, Electrical & Plumbing (MEP)
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, DETAIL, DWG, einrichtungen, electrical, electricity, facilities, gas, gesundheit, installation, l'approvisionnement en eau, la sant, le gaz, machine room, maquinas, maschinenrauminstallations, measurement, measuring, module, provision, wasser bestimmung, water