Storing Center Of Vegetables DWG Detail for AutoCAD

Storing Center Of Vegetables DWG Detail for AutoCAD

Storing center of vegetables – Plant – Elevation – Details of structure

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

architectural floor, cut a-a ‘, to drainage, drew:, arq. jorge cid red, architectural plants, foundations, structural, inst, electrical, façade ,, flat:, indicated, cut, structural details, meters, scale:, dimension:, plane:, date:, ing. domingo martinez, revizó:, proyectò:, teziutlan, construction collection center for marketing of vegetables, cuitzcoyan, municipality of cuyuaco, address:, project:, strainer, minimum slope drainage, sanitary symbology, electrical symbology, board, meter, contact, damper, cfe attack, tlatlauquitepec, zaragoza, simbology, cuyuaco, san juan, xiutetelco, chignautla, zoquiapan, jonotla, location, nauzontla, xochitlan de, romero blond, zacapoaxtla, cuetzalan, yaonahuac, hueyapan, atempan, teteles de, avila castillo , cc, ci, cd, initial setting will leave the form placed so much, the non-structural walls should be screened, as long as possible, coatings :, all the armed must finish with hooks, the water for the concrete mixtures must be potable, the curing should begin immediately after the, the reinforcement should be properly spaced, slag, oil or other to be free of rust and type, at the time of casting the ace Ro of reinforcement must, and insured in the position indicated in the plans, of impurities that can reduce the adherence, dimensions in structural details in meters, dimensions in structural plants and levels in meters, general notes, materials :, string of, displacement cd , given, foundation, stirrups, adjoining cc, enclosure cr, cr, access, main facade, foundation plant, slab, solid, both sides, intermediate ci, detail of structure, pit, septic, saul roqueñi loyal, owner:

Raw text data extracted from CAD file:

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JORGE CID ROJAS PLANTAS ARQUITECTONICA, CIMENTACION, ESTRUTURAL, INST, ELECTRICA, FACHADA, PLANO: INDICADA CORTE, DETALLES ESTRUCTURALES METROS ESCALA : ACOTACIÓN : PLANO : 1/1 FECHA : MARZO 2004 ING. DOMINGO MARTINEZ ARQ. JORGE CID ROJAS REVIZÓ : PROYECTÒ: TEZIUTLAN CONSTRUCCION CENTRO DE ACOPIO PARA COMERCIALIZACION DE HORTALIZAS CUITZCOYAN, MUNICIPIO DE CUYUACO DIRECCIÓN : PROYECTO : COLADERA TUBO DE PVC 4" REGISTRO 60x40 PENDIENTE MINIMA DRENAJE SIMBOLOGIA SANITARIA 2 % SIMBOLOGIA ELECTRICA TABLERO MEDIDOR CONTACTO APAGADOR ACOMETIDA DE C.F.E. LÁMPARA SLIM LINE 2x75 W M TLATLAUQUITEPEC ZARAGOZA SIMBOLOGIA CUYUACO SAN JUAN XIUTETELCO CHIGNAUTLA ZOQUIAPAN JONOTLA TLATLAUQUITEPEC LOCALIZACION NAUZONTLA XOCHITLAN DE ROMERO RUBIO ZACAPOAXTLA CUETZALAN YAONAHUAC HUEYAPAN ATEMPAN TETELES DE AVILA CASTILLO D H 1 6 7 8 9 10 E F G 5 5 5 5 5 5 5 A B C 3 4 5 2 5 5 A 5 2 5 5 4 3 5 5 5 C B 5 5 Z-3 C-C Z-1 Z-2 Z-2 Z-2 Z-2 Z-2 Z-2 Z-2 Z-2 Z-1 C-C C-C C-I C-I C-I C-I C-C C-C C-C C-C C-C C-I C-D C-D C-D C-D C-D C-D C-D K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 C-C1 C-C1 C-C1 C-C1 K-1 Z-1 CAPACIDAD CONSIDERADA DEL TERRENO =6 ton./m FRAGUADO INICIAL SE DEJARA LA CIMBRA COLOCADA TANTO LOS MUROS NO ESTRUCTURALES DEBERAN ESRRASARSE DESPUES DE DESCIMBRAR LOSAS Y/O TRABES TIEMPO COMO SEA POSIBLE EN DALAS Y CASTILLOS 2 cm RECUBRIMIENTOS: EN LOSAS 2 cm TODOS LOS ARMADOS DEBERAN TERMINAR CON GANCHOS EL AGUA PARA LAS MEZCLAS DE CONCRETO DEBE SER POTABLE EL CURADO DEBE COMENZAR INMEDIATAMENTE DESPUES DEL LOS TRANSLAPES SERAN DE 45 cm PARA VARILLA No 3 DE 20 cm DE DIAMETRO A 90 GRADOS EN SUS EXTREMOS EL REFUERZO DEBERA ESTAR CORRECTAMENTE ESPACIADO ESCORIAS, ACEITE U OTRODE ESTAR LIBRE DE OXIDO Y TIPO AL MOMENTO DEL COLADO EL ACERO DE REFUERZO DEBERA fy = 2530 kg/cm Y ACERO EN MALLA fy = 5000 kg/cm Y ASEGURADO EN LA POSICION INDICADA EN LOS PLANOS DE IMPUREZAS QUE PUEDAN REDUCIR LA ADHERENCIA EXCEPTO INDICADOS (VER DETALLE DE REFUERZO) LOS GANCHOS DE LOS ESTRIBUS SERA DE 12 cm A 135 GRADOS ACERO fy = 4200 kg/cm , EXCEPTO No 2 QUE SERA DE COTAS EN DETALLES ESTRUCTURALES EN METROS COTAS EN PLANTAS ESTRUCTURALES Y NIVELES EN METROS NOTAS GENERALES MATERIALES: CONCRETO : f´c=200kg/cm , D H E F G ESC: 1:25 5 ZAPATA 1 Z-1 VARS # 4 @ 15 cms. AMBOS LADOS 5 PLANTILLA CONCRETO F'c= 100 Kg/cm ESPESOR 5 cm DADO 8 Ø # 4 EST. # 3 @ 15 cms. COLUMNA 8 Ø # 4 EST. # 3 @ 15 cms. EXTREMOS @ 10 cms. 5 5 5 5 5 5 5 5 5 ESC: 1:25 5 ZAPATA 3 Z-3 5 ESC: 1:25 5 VARS # 4 @ 15 cms. AMBOS LADOS 5 ZAPATA 2 Z-2 5 5 5 PLANTILLA CONCRETO F'c= 100 Kg/cm ESPESOR 5 cm COLUMNA 8 Ø # 4 EST. # 3 @ 15 cms. EXTREMOS @ 10 cms. DADO 8 Ø # 4 EST. # 3 @ 15 cms. 5 5 5 5 PLANTILLA CONCRETO F'c= 100 Kg/cm ESPESOR 5 cm VARS # 4 @ 15 cms. AMBOS LADOS 5 COLUMNA 8 Ø # 4 EST. # 3 @ 15 cms. EXTREMOS @ 10 cms. DADO 8 Ø # 4 EST. # 3 @ 15 cms. 5 5 5 5 5 5 5 5 5 5 5 5 5 7 9 10 8 6 6 1 6 Ø DEL No 4 1/2" CADENA CR2 ESTRIBOS No 3 3/8" @ 15 cm. CADENA DE ESTRIBOS No 2 1/4" @ 20 cm. DESPLANTE C-D ARMEX 15x20 4 CASTILLO K-1 5 ESTRIBOS No 3 3/8" @ 15 cm. 8 Ø DEL No 4 1/2" DADO 5 5 CIMIENTO 5 ESC: 1:20 5 5 5 5 5 ESC: 1:20 5 5 5 ESC: 1:10 5 4 Ø DEL No 3 3/8" ESC: 1:20 COLUMNA C-1 8 Ø DEL No 4 1/2" ESC: 1:10 5 ESTRIBOS ESTRIBOS No 2 1/4" @ 15 cm. No 2 1/4" @ 15 cm. ESC: 1:20 5 COLINDANTE C-C CERRAMIENTO C-R 5 5 4 Ø DEL No 3 3/8" ESTRIBOS No 2 1/4" @ 20 cm. CADENA DE ESC: 1:10 COLINDANTE C-C CIMIENTO 5 5 5 5 ESC: 1:20 5 5 5 7 5 5 5 9 10 8 5 5 5 5 5 E 5 5 5 5 EST-1 PLANTA ARQUITECTONICA 5 F ESC.:1:100 G 6 1 5 5 5 5 5 5 2 5 5 5 5 4 3 5 5 5 B 5 A 5 C D H K-1 C-R C-R C-R C-R C-R C-R C-R EST-1 EST-1 EST-1 EST-1 EST-1 A' A 5 A DRENAJE 5 PEND. 2% 5 5 5 5 5 5 G 5 5 E F D H ACCESO 5 5 FACHADA PRINCIPAL ESC.:1:100 PLANTA CIMENTACION ESC.:1:100 LOSA MACIZA Ø # 3 @ 15 cm AMBOS LADOS 1% 1% 5 5 5 5 5 E 5 PLANTA ARQUITECTONICA F ESC.:1:100 G 5 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 M APAGADOR C-R C-R C-R2 C-R2 C-R2 C-R C-R C-R2 C-R C-R2 C-R C-R2 C-R C-R2 C-R C-R2 C-R C-R2 C-R C-R2 C-R C-R2 C-R C-R2 C-R C-R2 C-R C-R2 C-R C-R2 C-R C-R2 C-R C-R2 5 5 5 CIMIENTO INTERMEDIO C-I 5 ESC: 1:20 5 ANGULO 2"x2"x1/4" ANGULO 2"x2"x1/4" ANGULO 1½"x1½"x3/16" ANGULO 1½"x1½"x3/16" TIRANTE REDONDO 5/8" ESC.:1:25 DETALLE DE ESTRUCTURA 5 FOSA SEPTICA TUBO DE PVC 2" PLANO 1.20 x 0.90 MTS. ESC: 1:100 5 5 SAUL ROQUEÑI LEAL PROPIETARIO:

Language	Spanish
Drawing Type	Detail
Category	Retail
Additional Screenshots
File Type	dwg
Materials	Concrete, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	armazenamento, autocad, barn, celeiro, center, comercial, commercial, DETAIL, details, DWG, elevation, grange, plant, scheune, storage, structure, warehouse