Structural – Winery DWG Detail for AutoCAD

Structural – Winery DWG Detail for AutoCAD

Structural level. Construction and installation and assembly of roof details with IPR; montenes and galvanized sheet

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

drawing:, revised:, draft:, esc:, mts., house room., draft:, Location:, date:, acot:, owner:, hydraulic, arq, arq. emilio rooms jaw, February, ing. orlando dzul escamilla, gilito, hgo, check axes dimensions on architectural plans, in the work, the dimensions govern the drawing, the levels are in meters, verify measures on site, Notes:, n.pr., level of guard, n.pt., finished floor level, door dimension in centimeters, change of finished floor level, waiting room, Wall, armed rod of cm, Wall, column rods no. its T. do not. cm, foundation shoe detail, Wall, rod assembly cm lengthwise, Wall, column with no. its T. do not. cm, foundation shoe detail, cross rod construction, note: the armado shown continuation will be considered in the for the shoe in all the construction., shoe isolated with: vr. cm. in both ways, its T. cm., its T. cm., vr., tepetate compacted to the standard proctor test, foundation shoe detail, chain of arming armed with vr. its T. cm., alloy chain armed with vr. its T. cm., column armed with vr. its T. cm., Wall, rod assembly cm lengthwise, Wall, column with no. its T. do not. cm, foundation shoe detail, cross rod construction, note: the armado shown continuation will be considered in the for the shoe in all the construction., column armed with vr. its T. cm., castle armed with vr. its T. cm., chain of arming armed with vr. its T. cm., alloy chain armed with vr. its T. cm., foundation shoe reinforced with: vr. cm. in both ways, its T. cm., its T. cm., vr., tepetate compacted to the standard proctor test, foundation shoe detail, zapata corrida armed with: vr. cm. in both ways, its T. cm., vs for castle, tepetate compacted to the standard proctor test, detail of running shoe, block cm, foundation shoe reinforced with: vr. cm. in both ways, its T. cm., its T. cm., vr., tepetate compacted to the standard proctor test, foundation shoe detail, detail court by facade winery, Armed league with vr. its T. cm., its T. cm., vr., its T. cm., vr., foundation shoe reinforced with: vr. cm. in both ways, its T. cm., its T. cm., vr., tepetate compacted to the standard proctor test, foundation shoe detail, Armed league with vr. its T. cm., its T. cm., vr., detail cut by facade fence perimeter, foundation shoe reinforced with: vr. cm. in both ways, its T. cm., its T. cm., vr., tepetate compacted to the standard proctor test, foundation shoe detail, detail court by facade winery, intermediate chain armed with vr. its T. cm., chain of enclosure armed with vr. its T. cm., column armed with vr. its T. cm., ipr, sheet, mount, sheet, covered detail, ipr, ridge, ipr, mount, to”, drawing:, revised:, draft:, esc:, mts., cellar, draft:, Location:, date:, acot:, owner:, structural, its T, Arturo perez vazquez, arq. emilio rooms jaw, June, ing. orlando dzul escamilla, guillermo vera, hg

Raw text data extracted from CAD file:

\A1;26.11 \A1;6.09 \A1;6.02 \A1;6.02 \A1;7.98 \A1;23.01 \A1;4.01 \A1;3.98 \A1;12.00 \A1;4.01 \A1;3.01 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 DIBUJÓ: REVISO: PROYECTO: ESC: MTS. CASA HABITACIÓN. PROYECTO: UBICACION: FECHA: ACOT: PROPIETARIO: HIDRAULICO ARQ - 01 ARQ. EMILIO SALAS QUIJADA ARQ. EMILIO SALAS QUIJADA 1:50 FEBRERO 2014 ING. ORLANDO DZUL ESCAMILLA GILITO PACHUCA, HGO. 1.00 2.00 3.00 0.00 0.50 - CHECAR COTAS Y EJES EN PLANOS ARQUITECTONICOS Y EN LA OBRA - LAS COTAS RIGEN SOBRE EL DIBUJO - LOS NIVELES ESTAN EN METROS - VERIFICAR MEDIDAS EN OBRA NOTAS: N.Pr. nivel de pretil N.pt. nivel de piso terminado 90 cota de puertas en centimetros cambio de nivel de piso terminado SALA ESPERA MURO \W6.26558; ARMADO \W4.95606; VARILLA DE \W3.55130; 3/8 @ 15 CM MURO \W8.21796; 30 \W8.21796; 30 \W5.64653; COLUMNA \W3.45606; 8 VARILLAS DE \W6.88463; NO. 3 \W0.64653; EST. NO. 2 @ 2O CM \W2.30940; DETALLE DE ZAPATA DE \W2.30940; CIMENTACION \W8.09511; (PLANTA) MURO \W7.08198; ARMADO DE \W7.24864; VARILLA DE \W5.84388; 3/8 @ 15 CM \W2.77245; SENTIDO LONGITUDINAL MURO \W8.21796; 30 \W8.21796; 30 \W5.96293; COLUMNA CON \W5.74864; 8 VARILLAS DE \W9.17721; NO. 3 \W2.93912; EST. NO. 2 @ 2O CM \W9.89219; DETALLE DE ZAPATA DE CIMENTACION \W8.14007; (PLANTA) \W7.08198; ARMADO DE \W7.24864; VARILLA DE \W5.84388; 3/8 @ 15 CM \W2.86769; SENTIDO TRANSVERSAL \W8.93318; Nota: El armado que se muestra a \W8.93318; continuacion sera considerado en el para la \W8.93318; zapata en \W7.10359; toda la costruccion. C-1 Z-1 CL-1 \A1;0.80 \A1;0.20 \W2.01055; Zapata " Z-1 " Aislada \W2.01055; Armada con:Vr. #3/8 @15 \W2.01055; cm. En Ambos Sentidos \A1;0.10 \W3.72483; Est. #2 @ 20 cm. \W8.20102; Vs # 4 \W3.72483; Est. #2 @ 20 cm. \W8.03436; 2 Vr. #3 \W8.03436; 2 Vr. #3 CD-1 \A1;0.60 \W3.29626; Tepetate compactado \W3.24864; al 95% de la prueba \W5.39150; proctor standar \W9.63012; DETALLE DE ZAPATA DE CIMENTACION \A1;0.30 \A1;0.30 \A1;0.30 0.30 \A1;0.20 5 5 \W2.53436; CADENA DE DESPLANTE \W2.53436; CD-1 Armada con : 4 Vr. #3/8 @ \W2.29626; Y Est. #2 @ 15 cm. \A1;0.20 \A1;0.15 \W5.10579; CADENA DE LIGA \W9.60579; CL-1 Armada con : 4 Vr. #3/8 @ \W2.29626; Y Est. #2 @ 20 cm. \W5.03436; COLUMNA C-1 \W1.22483; Armada con :8 Vr. #3 Y \W1.22483; Est. #2 @ 20 cm. MURO \W7.08198; ARMADO DE \W7.24864; VARILLA DE \W5.84388; 3/8 @ 15 CM \W2.77245; SENTIDO LONGITUDINAL MURO \W8.21796; 30 \W8.21796; 30 \W5.96293; COLUMNA CON \W5.74864; 8 VARILLAS DE \W9.17721; NO. 3 \W2.93912; EST. NO. 2 @ 2O CM \W9.89219; DETALLE DE ZAPATA DE CIMENTACION \W8.14007; (PLANTA) \W7.08198; ARMADO DE \W7.24864; VARILLA DE \W5.84388; 3/8 @ 15 CM \W2.86769; SENTIDO TRANSVERSAL \W8.93318; Nota: El armado que se muestra a \W8.93318; continuacion sera considerado en el para la \W8.93318; zapata en \W7.10359; toda la costruccion. \A1;0.30 \A1;0.30 \A1;0.30 5 5 \W5.03436; COLUMNA C-1 \W1.22483; Armada con :8 Vr. #3 Y \W1.22483; Est. #2 @ 20 cm. \A1;0.20 \A1;0.15 \W4.32007; CASTILLO " K-1 " \W9.60579; CL-1 \W2.20102; Armado con : 4 Vr. #3 \W2.29626; Y Est. #2 @ 20 cm. 0.30 \A1;0.20 \W2.53436; CADENA DE DESPLANTE \W2.53436; CD-1 \W1.20102; Armada con : 4 Vr. #3/8 \W2.29626; Y Est. #2 @ 15 cm. \A1;0.20 \A1;0.15 \W5.10579; CADENA DE LIGA \W9.60579; CL-1 \W1.20102; Armada con : 4 Vr. #3/8 \W2.29626; Y Est. #2 @ 20 cm. C-1 Z-1 CL-1 \A1;0.80 \A1;0.20 \W2.01055; Zapata De cimentacion \W2.01055; Armada con:Vr. #3/8 @15 \W2.01055; cm. En Ambos Sentidos \A1;0.10 \W3.72483; Est. #2 @ 20 cm. \W8.20102; Vs # 4 \W3.72483; Est. #2 @ 20 cm. \W8.03436; 2 Vr. #3 \W8.03436; 2 Vr. #3 CD-1 \A1;0.60 \W3.29626; Tepetate compactado \W3.24864; al 95% de la prueba \W5.39150; proctor standar \W9.63012; DETALLE DE ZAPATA DE CIMENTACION C-1 Z-1 \A1;0.40 \W1.98674; Zapata " Z-1 " corrida \W1.98674; armada con:Vr. #3/8 @20 \W1.98674; cm. En Ambos Sentidos \A1;0.15 \W3.72483; Est. #2 @ 20 cm. \W5.08198; Vs # 3/8 para \W8.86769; castillo \W3.29626; Tepetate compactado \W3.24864; al 95% de la prueba \W5.39150; proctor standar \W7.42802; DETALLE DE ZAPATA CORRIDA \A1;0.60 \A1;0.30 \A1;0.20 \W5.01055; Block de 12 cm \A1;6.00 C-1 Z-1 CL-1 \A1;0.80 \A1;0.20 \W2.01055; Zapata De cimentacion \W2.01055; Armada con:Vr. #3/8 @15 \W2.01055; cm. En Ambos Sentidos \A1;0.10 \W3.72483; Est. #2 @ 20 cm. \W8.20102; Vs # 4 \W3.72483; Est. #2 @ 20 cm. \W8.03436; 2 Vr. #3 \W8.03436; 2 Vr. #3 CD-1 \A1;0.60 \W3.29626; Tepetate compactado \W3.24864; al 95% de la prueba \W5.39150; proctor standar \W9.63012; DETALLE DE ZAPATA DE CIMENTACION \W3.53231; DETALLE CORTE POR FACHADA " BODEGA " \W5.72483; TRABE DE LIGA \W9.60579; CL-1 \W1.20102; Armada con : 4 Vr. #3/8 \W2.29626; Y Est. #2 @ 20 cm. \W5.72483; TRABE DE LIGA \W9.60579; CL-1 \W1.20102; Armada con : 4 Vr. #3/8 \W2.29626; Y Est. #2 @ 20 cm. CL-1 \W3.72483; Est. #2 @ 20 cm. \W8.03436; 2 Vr. #3 \W8.03436; 2 Vr. #3 CL-1 \W3.72483; Est. #2 @ 20 cm. \W8.03436; 2 Vr. #3 \W8.03436; 2 Vr. #3 C-1 Z-1 CL-1 \A1;0.80 \A1;0.20 \W2.01055; Zapata De cimentacion \W2.01055; Armada con:Vr. #3/8 @15 \W2.01055; cm. En Ambos Sentidos \A1;0.10 \W3.72483; Est. #2 @ 20 cm. \W8.20102; Vs # 4 \W3.72483; Est. #2 @ 20 cm. \W8.03436; 2 Vr. #3 \W8.03436; 2 Vr. #3 CD-1 \A1;0.60 \W3.29626; Tepetate compactado \W3.24864; al 95% de la prueba \W5.39150; proctor standar \W9.63012; DETALLE DE ZAPATA DE CIMENTACION \W5.72483; TRABE DE LIGA \W9.60579; CL-1 \W1.20102; Armada con : 4 Vr. #3/8 \W2.29626; Y Est. #2 @ 20 cm. CL-1 \W3.72483; Est. #2 @ 20 cm. \W8.03436; 2 Vr. #3 \W8.03436; 2 Vr. #3 \W0.92822; DETALLE CORTE POR FACHADA " BARDA PERIMETRAL " C-1 Z-1 CL-1 \A1;0.80 \A1;0.20 \W2.01055; Zapata De cimentacion \W2.01055; Armada con:Vr. #3/8 @15 \W2.01055; cm. En Ambos Sentidos \A1;0.10 \W3.72483; Est. #2 @ 20 cm. \W8.20102; Vs # 4 \W3.72483; Est. #2 @ 20 cm. \W8.03436; 2 Vr. #3 \W8.03436; 2 Vr. #3 CD-1 \A1;0.60 \W3.29626; Tepetate compactado \W3.24864; al 95% de la prueba \W5.39150; proctor standar \W9.63012; DETALLE DE ZAPATA DE CIMENTACION \W3.53231; DETALLE CORTE POR FACHADA " BODEGA " \W3.89150; CADENA INTERMEDIA \W5.00527; C-1 \W1.20102; Armada con : 4 Vr. #3/8 \W2.29626; Y Est. #2 @ 20 cm. \W1.65341; CADENA DE CERRAMIENTO \W9.60579; CL-1 \W1.20102; Armada con : 4 Vr. #3/8 \W2.29626; Y Est. #2 @ 20 cm. \W4.77885; COLUMNA C-1 \W0.96933; Armada con :8 Vr. #3 Y \W0.96933; Est. #2 @ 20 cm. \W9.99314; IPR \W8.58838; LAMINA \W7.99314; MONTEN. \W8.58838; LAMINA \W6.16986; DETALLE CUBIERTA \W9.99314; IPR \W7.18361; CUMBRERA \W9.99314; IPR \W9.99314; IPR \W7.99314; MONTEN. \W7.99314; MONTEN. 5 5 5 5 A A' A'' B 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 9 10 11 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-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 K-1 DIBUJÓ: REVISO: PROYECTO: ESC: MTS. BODEGA PROYECTO: UBICACION: FECHA: ACOT: PROPIETARIO: ESTRUCTURAL EST - 01 ARTURO PEREZ VAZQUEZ ARQ. EMILIO SALAS QUIJADA 1:100 JUNIO 2015 ING. ORLANDO DZUL ESCAMILLA GUILLERMO VERA PACHUCA, HGO. 1.00 2.00 3.00 0.00 0.50 - CHECAR COTAS Y EJES EN PLANOS ARQUITECTONICOS Y EN LA OBRA - LAS COTAS RIGEN SOBRE EL DIBUJO - LOS NIVELES ESTAN EN METROS - VERIFICAR MEDIDAS EN OBRA NOTAS: N.Pr. nivel de pretil N.pt. nivel de piso terminado cambio de nivel de piso terminado Director Responsable de Obra: CADENA DE LIGA CADENA DE LIGA CADENA DE LIGA CADENA DE LIGA CADENA DE LIGA CADENA DE LIGA CADENA DE LIGA CADENA DE LIGA CADENA DE LIGA CADENA DE LIGA CADENA DE LIGA CADENA DE LIGA CADENA DE LIGA C-1 K-1 CD-1 CL-1 CT-2 \W4.46214; CT-2 \W4.46214; CT-2 \W4.46214; CT-2 \W4.46214; CT-2 \W4.46214; CT-2 \W4.46214; CT-2 \W4.46214; CT-2 \W4.46214; CT-2 \W4.46214; CT-2 \W4.46214; CT-2 \W4.46214; CT-2 \W4.46214; CT-2 5 \W1.93411; ACCESO PRINCIPAL \W5.43411; (PORTON) - DETALLES SIN ESCALA Piso laminado con malla electrosoldada \W4.92375; 6-6/10-10 \W2.30656; Cadena de \W2.30656; armex de \W1.42560; 10 x 15 -4 Z-1 Z-2 FALTA LA COLUMNA DE AQUI CI \W0.71604; Z-2 \W0.85889; Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-2 Z-2 Z-2 Z-2 Z-2 Z-2 Z-2 Z-2 Z-2 Z-2 Z-2 C-1 C-1

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials
Measurement Units
Footprint Area
Building Features
Tags	ASSEMBLY, autocad, barn, construction, cover, dach, DETAIL, details, DWG, galvanized, hangar, installation, ipr, lagerschuppen, Level, metal deck, roof, shed, steel deck, structural, structure, terrasse, toit, winery