Winery – Project DWG Full Project for AutoCAD

Winery – Project – Plants – Sections – Elevations – Electricity

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

access, stay, bathroom, bedroom, dining room, kitchen, terrace, cl., bedroom p., symbology. n.t.n. level of natural terrain. n.p.t. finished floor level. Indicates levels in plant. indicates levels in elevation. indicates projections., architectural floor, house – room, construction area:, plant and cut, architectural, mrs. maria hilda franco diaz, raul g. muñoz lopez, dimensions:, meters, date:, owner:, project :, ladder :, foundations, stone foundation, embedment of castle, template, chain of exhaustion, column, exit for internal telephone, exit for external telephone, exit for unipolar switch, electrical distribution panel flush-mounted, output for switching switch, do on the wall, by the consecionista, well to ground, bell pushbutton, exit for alarm bell, pipe for the tv system, center of light attached , piping for the internal telephone system, piping for the built-in electrical system, symbol, snp, description, specifications, galvanized octagonal passage box, main facade, facade, foundation plant, structural plant, structural details, structural, circuit, total , connection, warehouse, electrical, installations

Raw text data extracted from CAD file:

ACCESO ESTANCIA BAÑO RECAMARA N NO O SO E S SE NE \A1;13.01 \A1;2.06 \A1;1.95 \A1;6.01 \A1;0.91 \A1;3.09 \A1;3.00 \A1;1.00 \A1;2.00 \A1;1.50 \A1;1.50 \A1;1.94 \A1;0.65 \A1;0.75 \A1;0.83 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;1.05 \A1;1.00 \A1;3.00 \A1;1.00 \A1;0.93 \A1;9.98 \A1;1.01 \A1;0.40 \A1;0.30 \A1;1.35 \A1;1.40 \A1;1.05 \A1;1.50 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.25 \A1;1.90 \A1;1.50 \A1;1.00 \A1;1.00 \A1;0.80 \A1;1.10 \A1;0.70 \A1;0.70 -558.3164611871259 -558.3164611871259 -558.3164611871259 -558.3164611871259 -558.3164611871259 -558.3164611871259 -558.3164611871259 -558.3164611871259 -558.3164611871259 -558.3164611871259 -558.3164611871259 -558.3164611871259 -558.3164611871259 -558.3164611871259 -558.3164611871259 -558.3164611871259 -558.3164611871259 -558.3164611871259 -558.3164611871259 -558.3164611871259 -558.3164611871259 -558.3164611871259 \A1;2.00 \A1;1.00 \A1;1.05 -558.3164611871259 -558.3164611871259 -558.3164611871259 -558.3164611871259 -558.3164611871259 -558.3164611871259 -558.3164611871259 -558.3164611871259 -558.3164611871259 -558.3164611871259 -558.3164611871259 -558.3164611871259 -558.3164611871259 -558.3164611871259 -558.3164611871259 -558.3164611871259 -558.3164611871259 -558.3164611871259 -558.3164611871259 -558.3164611871259 A B C D E F G 1 2 3 4 5 6 7 ESTANCIA COMEDOR COCINA TERRAZA CL. BAÑO RECAMARA P. RECAMARA RECAMARA N.P.T. + 0.00 N.P.T. + 0.00 N.P.T. + 0.36 N.P.T. + 0.00 N.T.N. +/- 0.00 A B A B -558.3164611871259 -558.3164611871259 A B C D E F G SIMBOLOGIA. N.T.N. Nivel de Terreno Natural. N.P.T. Nivel de Piso Terminado. Indica niveles en planta. Indica niveles en alzado. Indica proyecciones. Planta arquitectonica CASA - HABITACION 01 AR 442.40 M2 AREA DE CONSTRUCCION : A A A A 1 \A1;8.00 \A1;4.00 \A1;4.00 \A1;2.93 \A1;2.93 \A1;10.00 \A1;3.85 \A1;2.80 \A1;2.80 \A1;2.00 \A1;2.00 \A1;1.08 \A1;0.93 \A1;2.00 \A1;1.08 \A1;1.00 \A1;2.00 \A1;1.00 \A1;1.00 \A1;1.00 A B C \A1;2.20 \A1;3.00 \A1;1.45 \A1;0.10 \A1;8.00 \A1;4.00 \A1;4.00 \A1;2.93 \A1;2.93 \A1;10.00 \A1;3.85 \A1;2.80 \A1;2.80 \A1;2.00 \A1;2.00 \A1;1.08 \A1;0.93 \A1;2.00 \A1;1.08 \A1;1.00 \A1;2.00 \A1;1.00 \A1;1.00 \A1;1.00 A B C 1 -265.2615156950418 -265.2615156950418 -265.2615156950418 -265.2615156950418 -265.2615156950418 -265.2615156950418 2 3 4 -265.2615156950418 -265.2615156950418 -265.2615156950418 -265.2615156950418 -265.2615156950418 -265.2615156950418 -265.2615156950418 -265.2615156950418 -265.2615156950418 -265.2615156950418 -265.2615156950418 -265.2615156950418 -265.2615156950418 -265.2615156950418 PLANTA Y CORTE ARQUITECTONICO Sra. MARIA HILDA FRANCO DIAZ RAUL G. MUÑOZ LOPEZ COTAS : METROS 10-ENE-08 FECHA : CALLE PTO. DE VERACRUZ S/N PAHUACAN ESTADO DE MEXICO PLANTA Y CORTE ARQUITECTONICO Sra. MARIA HILDA FRANCO DIAZ RAUL G. MUÑOZ LOPEZ COTAS : METROS 10-ENE-08 FECHA : CALLE PTO. DE VERACRUZ S/N PAHUACAN ESTADO DE MEXICO \A1;8.00 \A1;4.00 \A1;4.00 \A1;2.93 \A1;2.93 \A1;10.00 \A1;3.85 \A1;2.80 \A1;2.80 \A1;2.00 \A1;2.00 \A1;1.08 \A1;0.93 \A1;2.00 \A1;1.08 \A1;1.00 \A1;2.00 \A1;1.00 \A1;1.00 \A1;1.00 A B C 1 -265.2615153941993 -265.2615153941993 -265.2615153941993 -265.2615153941993 -265.2615153941993 -265.2615153941993 2 3 4 -265.2615153941993 -265.2615153941993 -265.2615153941993 -265.2615153941993 -265.2615153941993 -265.2615153941993 -265.2615153941993 -265.2615153941993 -265.2615153941993 -265.2615153941993 -265.2615153941993 -265.2615153941993 -265.2615153941993 -265.2615153941993 A A A A \A1;8.00 \A1;4.00 \A1;4.00 \A1;2.93 \A1;2.93 \A1;10.00 \A1;3.85 \A1;2.80 \A1;2.80 \A1;2.00 \A1;2.00 \A1;1.08 \A1;0.93 \A1;2.00 \A1;1.08 \A1;1.00 \A1;2.00 \A1;1.00 \A1;1.00 \A1;1.00 1 -264.4950405623761 -264.4950405623761 -264.4950405623761 -264.4950405623761 -264.4950405623761 -264.4950405623761 2 3 4 -264.4950405623761 -264.4950405623761 -264.4950405623761 -264.4950405623761 -264.4950405623761 -264.4950405623761 -264.4950405623761 -264.4950405623761 -264.4950405623761 -264.4950405623761 -264.4950405623761 -264.4950405623761 -264.4950405623761 -264.4950405623761 A A \A1;9.00 \A1;10.50 \A1;4.00 \A1;2.93 \A1;2.93 A B C \A1;9.00 \A1;10.50 \A1;4.00 \A1;2.93 \A1;2.93 1 -267.0830972727963 -267.0830972727963 -267.0830972727963 -267.0830972727963 -267.0830972727963 2 3 4 A A PLANTA Y CORTE ARQUITECTONICO PROPIETARIO : Sra. MARIA HILDA FRANCO DIAZ PROYECTO: RAUL G. MUÑOZ LOPEZ ESCALA: 1 : 50 COTAS : METROS 10-ENE-08 FECHA : CALLE PTO. DE VERACRUZ S/N PAHUACAN ESTADO DE MEXICO \A1;8.00 \A1;4.00 \A1;4.00 \A1;2.93 \A1;2.93 \A1;10.00 \A1;3.85 \A1;2.80 \A1;2.80 \A1;2.00 \A1;2.00 \A1;1.08 \A1;0.93 \A1;2.00 \A1;1.08 \A1;1.00 \A1;2.00 \A1;1.00 \A1;1.00 \A1;1.00 A B C 1 -264.4950405623761 -264.4950405623761 -264.4950405623761 -264.4950405623761 -264.4950405623761 -264.4950405623761 2 3 4 -264.4950405623761 -264.4950405623761 -264.4950405623761 -264.4950405623761 -264.4950405623761 -264.4950405623761 -264.4950405623761 -264.4950405623761 -264.4950405623761 -264.4950405623761 -264.4950405623761 -264.4950405623761 -264.4950405623761 -264.4950405623761 A A \A1;2.20 \A1;3.00 \A1;1.45 \A1;0.10 -255.4770776906234 -255.4770776906234 -255.4770776906234 -255.4770776906234 1 2 3 4 4 2 3 1 \A1;9.00 \A1;10.50 \A1;4.00 \A1;2.93 \A1;2.93 1 -267.0830972727963 -267.0830972727963 -267.0830972727963 -267.0830972727963 -267.0830972727963 2 3 4 A A 0.70 1.00 C - 1 C I M I E N T O S CIMIENTO DE PIEDRA EMPOTRAMIENTO DE CASTILLO PLANTILLA 1.00 C - 2 0.70 CADENA DE DESPLANTE CONCRETO F´C = 250 KG/CM 4 VAR. CORRUGADAS DE 3/8" ESTRIBOS DE 2 RAMAS @ 15 CMS. 2 2 VARS DE 3/8" \A1;8.00 \A1;4.00 \A1;10.00 \A1;3.85 \A1;4.00 \A1;2.93 \A1;2.93 \A1;2.80 \A1;0.00 \A1;2.00 \A1;2.00 \A1;1.08 \A1;0.93 \A1;2.00 \A1;1.08 \A1;1.00 \A1;2.00 \A1;1.00 \A1;1.00 \A1;1.00 A B C 1 -217.825614261029 -217.825614261029 -217.825614261029 -217.825614261029 -217.825614261029 -217.825614261029 2 3 4 -217.825614261029 -217.825614261029 -217.825614261029 -217.825614261029 -217.825614261029 -217.825614261029 -217.825614261029 -217.825614261029 -217.825614261029 -217.825614261029 -217.825614261029 -217.825614261029 -217.825614261029 -217.825614261029 A A CD-1 CD-1 CD-1 CD-1 K K K K K K K K K K \A1;8.00 \A1;4.00 \A1;10.00 \A1;3.85 \A1;2.00 \A1;2.00 \A1;1.08 \A1;2.00 \A1;1.08 \A1;1.00 \A1;1.00 \A1;1.00 \A1;4.00 \A1;2.93 \A1;2.93 \A1;2.80 \A1;0.00 \A1;0.93 \A1;2.00 \A1;1.00 A B C 1 -218.2099102278322 -218.2099102278322 -218.2099102278322 -218.2099102278322 -218.2099102278322 -218.2099102278322 2 3 4 -218.2099102278322 -218.2099102278322 -218.2099102278322 -218.2099102278322 -218.2099102278322 -218.2099102278322 -218.2099102278322 -218.2099102278322 -218.2099102278322 -218.2099102278322 -218.2099102278322 -218.2099102278322 -218.2099102278322 -218.2099102278322 A A CD-1 CD-1 CD-1 CD-1 K K K K K K K K K K \A1;d \S3/8; @ 20 cms. 4 2 3 1 0.70 .90 C - 1 C I M I E N T O S CIMIENTO DE PIEDRA EMPOTRAMIENTO DE CASTILLO PLANTILLA .90 C - 2 0.70 CADENA DE DESPLANTE CONCRETO F´C = 250 KG/CM 4 VAR. CORRUGADAS DE 3/8" ESTRIBOS DE 2 RAMAS @ 15 CMS. 2 2 VARS DE 3/8" Ed1/4"@15cm. 0.20 3d1/2" 0.20 2.40 C d1/2" 6 VARS DE 1/2" EST. DE 1/4 " @ 15 CMS. 0.20 C 0.20 COLUMNA 4 VARS. DE 3/8" EST. DE 1/4 " @ 15 CMS. K 20 15 2d1/2" 0.80 T - 1 Ed1/4"@14cm. 5.00 0.30 C 0.20 \A1;8.00 \A1;4.00 \A1;4.00 \A1;2.93 \A1;2.93 \A1;10.00 \A1;3.85 \A1;2.80 \A1;2.80 \A1;2.00 \A1;2.00 \A1;1.08 \A1;0.93 \A1;2.00 \A1;1.08 \A1;1.00 \A1;2.00 \A1;1.00 \A1;1.00 \A1;1.00 1 -264.4950405440155 -264.4950405440155 -264.4950405440155 -264.4950405440155 -264.4950405440155 -264.4950405440155 2 3 4 -264.4950405440155 -264.4950405440155 -264.4950405440155 -264.4950405440155 -264.4950405440155 -264.4950405440155 -264.4950405440155 -264.4950405440155 -264.4950405440155 -264.4950405440155 -264.4950405440155 -264.4950405440155 -264.4950405440155 -264.4950405440155 A A SALIDA PARA TELEFONO INTERNO SALIDA PARA TELEFONO EXTERNO SALIDA PARA INTERRUPTOR UNIPOLAR TABLERO DE DISTRIBUCION ELECTRICA EMPOTRA- MEDIDOR DE KW/HORA A SER SUMINISTRADO SALIDA PARA INERRUPTOR DE CONMUTACION DO EN LA PARED POR EL CONSECIONARIO POZO A TIERRA KW S3 PT S-1 2 2 0.40 0.40 5 4 1.80 1.20 2 2 2 1.40 1.40 1.20 PULSADOR DE CAMPANILLA CON TRANSFORMADOR DE 220V/12V SALIDA PARA CAMPANILLA DE ALARMA TUBERIA PARA EL SISTEMA DE TV POR EL PISO O TECHO (MIN d20mm PVC-L) SALIDA EN LA PARED / BRAQUETE ADOSADO CENTRO DE LUZ ADOSADO POR EL PISO (MIN d20mm PVC-L PARA TIMBRE EMPOTRADO EN EL PISO O PARED (d20mm PVC-L) TUBERIA PARA EL SISTEMA DE TELEFONO INTERNO EN EL TECHO O PARED (MIN. 20dmm PVC-L) TUBERIA PARA EL SISTEMA ELECTRICO EMPOTRADO TUBERIA PARA EL SISTEMA ELECTRICO EMPOTRADO T TV SIMBOLO 1.40 2.20 1 1 S.N.P. CAJA/TIPO DESCRIPCION ESPECIFICACIONES P CAJA DE PASO OCTOGONAL GALVANIZADO SALIDA PARA TELEFONO INTERNO SALIDA PARA TELEFONO EXTERNO SALIDA PARA INTERRUPTOR UNIPOLAR TABLERO DE DISTRIBUCION ELECTRICA EMPOTRA- MEDIDOR DE KW/HORA A SER SUMINISTRADO SALIDA PARA INERRUPTOR DE CONMUTACION DO EN LA PARED POR EL CONSECIONARIO POZO A TIERRA KW S3 PT S-1 2 2 0.40 0.40 5 4 1.80 1.20 2 2 2 1.40 1.40 1.20 PULSADOR DE CAMPANILLA CON TRANSFORMADOR DE 220V/12V SALIDA PARA CAMPANILLA DE ALARMA TUBERIA PARA EL SISTEMA DE TV POR EL PISO O TECHO (MIN d20mm PVC-L) SALIDA EN LA PARED / BRAQUETE ADOSADO CENTRO DE LUZ ADOSADO POR EL PISO (MIN d20mm PVC-L PARA TIMBRE EMPOTRADO EN EL PISO O PARED (d20mm PVC-L) TUBERIA PARA EL SISTEMA DE TELEFONO INTERNO EN EL TECHO O PARED (MIN. 20dmm PVC-L) TUBERIA PARA EL SISTEMA ELECTRICO EMPOTRADO TUBERIA PARA EL SISTEMA ELECTRICO EMPOTRADO T TV SIMBOLO 1.40 2.20 1 1 S.N.P. CAJA/TIPO DESCRIPCION ESPECIFICACIONES P CAJA DE PASO OCTOGONAL GALVANIZADO Corte A,A` 2d1/2" 0.80 T - 1 Ed1/4"@14cm. 4.00 .40 B 0.20 2d1/2" 0.80 T - 1 Ed1/4"@14cm. 4.00 B \A1;2.93 \A1;2.93 \A1;4.00 \A1;9.85 \A1;0.10 \A1;2.90 4 2 3 1 -204.438690978267 -204.438690978267 -204.438690978267 -204.438690978267 -204.438690978267 -204.438690978267 \A1;8.00 \A1;4.00 \A1;10.00 \A1;3.85 \A1;2.00 \A1;2.00 \A1;1.08 \A1;2.00 \A1;1.08 \A1;1.00 \A1;1.00 \A1;1.00 \A1;4.00 \A1;2.93 \A1;2.93 \A1;2.80 \A1;0.00 \A1;0.93 \A1;2.00 \A1;1.00 .80 .75 C - 1 C I M I E N T O S CIMIENTO DE PIEDRA EMPOTRAMIENTO DE CASTILLO PLANTILLA .75 C - 2 .80 CADENA DE DESPLANTE CONCRETO F´C = 250 KG/CM 4 VAR. CORRUGADAS DE 3/8" ESTRIBOS DE 2 RAMAS @ 15 CMS. 2 2 VARS DE 3/8" \A1;8.00 \A1;4.00 \A1;10.00 \A1;3.85 \A1;2.00 \A1;2.00 \A1;1.08 \A1;2.00 \A1;1.08 \A1;1.00 \A1;1.00 \A1;1.00 \A1;4.00 \A1;2.93 \A1;2.93 \A1;2.80 \A1;0.00 \A1;0.93 \A1;2.00 \A1;1.00 \A1;8.00 \A1;4.00 \A1;10.00 \A1;3.85 \A1;4.00 \A1;2.93 \A1;2.93 \A1;2.80 \A1;2.80 \A1;2.00 \A1;2.00 \A1;1.08 \A1;0.93 \A1;2.00 \A1;1.08 \A1;1.00 \A1;2.00 \A1;1.00 \A1;1.00 \A1;1.00 5 5 5 5 5 5 5 C B A 1 2 3 4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 4 3 2 1 1 2 3 4 A A 1 5 5 5 5 5 2 3 4 A A Planta de cubiertas esc. 1:75 Corte A,A` Fachada Principal Fachada Ed1/4"@15cm. .25 3d1/2" .25 2.40 C d1/2" 6 VARS DE 1/2" EST. DE 1/4 " @ 15 CMS. .25 C .25 COLUMNA 4 VARS. DE 3/8" EST. DE 1/4 " @ 15 CMS. K 20 15 C Corte A,A` Planta de Cimentacion (Losa de Azotea) Planta Estructural DETALLES ESTRUCTURALES TRABE T-1 A B C 1 5 5 5 5 5 5 2 3 4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A A CD-1 CD-1 CD-1 CD-1 K K K K K K K K K K A B C 1 5 5 5 5 5 5 2 3 4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A A T-1 C-1 C-1 K \A1;d \S3/8; @ 20 cms. C-1 C-1 C-1 C-1 C-1 C-1 C-1 .80 .75 Z C I M I E N T O S CIMIENTO DE PIEDRA EMPOTRAMIENTO DE CASTILLO PLANTILLA .75 Z .80 CADENA DE DESPLANTE CONCRETO F´C = 250 KG/CM 4 VAR. CORRUGADAS DE 3/8" ESTRIBOS DE 2 RAMAS @ 15 CMS. 2 2 VARS DE 3/8" LAMINA GALVANIZADA MONTEN 3`` ESTRUCTURAL PROPIETARIO : PROYECTO: ESCALA: 1 : 50 COTAS : METROS 02-MAY-08 FECHA : 1 5 5 5 5 5 5 2 3 4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CIRCUITO 100W 180W TOTAL C 800W 720 1520 ACOMETIDA 1520 W T-1 T-1 T-1 T-1 2d1/2" 0.80 T - 1 Ed1/4"@14cm. 4.00 B 20#3 20#4 30#4 .40 .20 PLANTA Y CORTE ARQUITECTONICO PROPIETARIO : PROYECTO: ESCALA: 1 : 50 COTAS : METROS 02-MAY-08 FECHA : BODEGA BODEGA ELECTRICAS INSTALACIONES PROPIETARIO : PROYECTO: ESCALA: 1 : 50 COTAS : METROS 02-MAY-08 FECHA : BODEGA

Language	Spanish
Drawing Type	Full Project
Category	Retail
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, commercial, DWG, electricity, elevations, full, mall, market, plants, Project, sections, shopping, supermarket, trade, winery