Steel Sided Warehouse Super Che Store, Chaipa De Corzo, Chiapas, Mexico DWG Plan for AutoCAD

Steel Sided Warehouse Super Che Store, Chaipa De Corzo, Chiapas, Mexico DWG Plan for AutoCAD

STEEL SIDING PLANS, SECTIONS, DETAILS, CONTECTIONS.

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

ing. manuel morales gonzalez, structural engineering, branch office, draft, super che, city, flat, chiapas of chiapas, structural reinforcement, Location, owner, date, scale, dimension, may, indicated, in cm mm, revisions, observations, date, revised, authorized, revisions, observations, date, super, calzad victorico r. grajales chiaa from chiapas., chedraui group, structural armor plant, scale, detail, connection between columns armatures, variable, concrete column connector, top rope connection, column, all vertices, plant, side, variable, column, frontal, bracket plate, General notes, the quotas govern by not taking measurements of this scale., the steel plate metal fittings shall be of structural grade of, the welding will be to the electric arc electrodes of the series will be used according to the norms a.w.s., all plate profiles must have at least one layer of anticorrosive paint., the nomenclature used in the profiles corresponds to the one suggested by the steel construction manual of the Mexican steel construction institute a.c., it will be verified that the surfaces are free of grease paint., the dimensions must be checked on site., the dimensions are in centimeters except the details that are in millimeters must be verified on site., joint cover, column, cover sheet, cover sheet, cover sheet, gutter blade lime., side, concrete column connector, all vertices, column, column, plant, detail, in lower string, detail, of winding in columns armor, detail, of counterflambeo in spar, detail, ridge, detail, gutter, detail, column, oc mm ced., oc mm ced., column, oc mm ced., oc mm ced., column, column, oc mm ced., oc mm ced., column, connection with armature with column, detail, detail, column, long, detail, detail, armor in stretch axles, column, column, column, column, column, column, column, armor in stretch axles, column, armor in stretch axles, column, column, armor in stretch axis, column, column, armor in stretch axis, column, column, variable of, variable, armor in stretch axles, column, detail, armor in stretch axles, column, column, variable, detail, detail, sides, screws each side, each side, each side, each side, connection in upper rope of, detail, connection in lower string of, detail, windbreaker, counterflange, windbreaker, cover sheet, cv’s, plant, detail of connection of windbreak in columns, column, sides, license plate, sides, cv’s, sides, cv’s, side view, connection of winding in reinforcement in upper rope, detail, cv’s, sides, sides, stiffener, cv’s, license plate, detail of connection of windbreak in armor, stiffener, upper rope, lower string, or measures thickness of the uprights to stiffen the diagonals formed by angles., angles, sides

Raw text data extracted from CAD file:

\A1;1632 \A1;950 \A1;950 \A1;950 \A1;950 \A1;950 \A1;950 \A1;630 \A1;7962 \A1;1152 \A1;873 \A1;900 \A1;900 \A1;900 \A1;900 \A1;5626 \A1;225 \A1;225 \A1;225 \A1;225 \A1;225 \A1;225 \A1;225 \A1;225 \A1;225 \A1;225 \A1;225 \A1;35 \A1;45 \A1;35 \A1;90 \A1;225 \A1;225 \A1;225 \A1;225 \A1;225 \A1;225 \A1;225 \A1;225 \A1;35 \A1;149 \A1;170 \A1;160 \A1;170 \A1;160 \A1;170 \A1;56 \A1;200 \A1;44 \A1;Variable \A1;200 \A1;44 \A1;56 \A1;200 \A1;200 \A1;500 \A1;500 \A1;600 \A1;600 \A1;300 \A1;300 \A1;300 \A1;25 \A1;100 \A1;25 \A1;150 \A1;150 \A1;225 \A1;225 \A1;225 \A1;225 \A1;225 \A1;50 \A1;170 \A1;500 \A1;500 \A1;200 \A1;300 \A1;Variable \A1;300 \A1;300 \A1;300 \A1;150 \A1;130 \A1;280 \A1;150 \A1;150 \A1;1800 \A1;1800 \A1;150 \A1;150 \A1;150 \A1;150 \A1;150 \A1;150 \A1;150 \A1;150 \A1;150 \A1;150 \A1;150 \A1;150 \A1;150 \A1;150 \A1;150 \A1;150 \A1;150 \A1;150 \A1;150 \A1;150 \A1;150 \A1;150 \A1;159 \A1;950 \A1;158 \A1;158 \A1;158 \A1;158 \A1;159 \A1;159 \A1;950 \A1;158 \A1;158 \A1;158 \A1;158 \A1;159 \A1;159 \A1;950 \A1;158 \A1;158 \A1;158 \A1;158 \A1;159 \A1;159 \A1;950 \A1;158 \A1;158 \A1;158 \A1;158 \A1;159 \A1;159 \A1;950 \A1;158 \A1;158 \A1;158 \A1;158 \A1;159 \A1;159 \A1;950 \A1;158 \A1;158 \A1;158 \A1;158 \A1;159 \A1;630 \A1;157 \A1;158 \A1;157 \A1;158 \A1;1240 \A1;146 \A1;158 \A1;158 \A1;158 \A1;158 \A1;158 \A1;158 \A1;146 \A1;1426 \A1;81 \A1;158 \A1;158 \A1;158 \A1;158 \A1;158 \A1;158 \A1;158 \A1;158 \A1;81 \A1;Variable de 472 a 995 \A1;Variable \A1;150 \A1;150 \A1;150 \A1;150 \A1;150 \A1;150 \A1;150 \A1;150 \A1;150 \A1;150 \A1;130 \A1;280 \A1;150 \A1;150 \A1;1800 \A1;1800 \A1;150 \A1;150 \A1;150 \A1;150 \A1;150 \A1;150 \A1;150 \A1;150 \A1;150 \A1;150 \A1;150 \A1;150 \A1;150 \A1;150 \A1;150 \A1;150 \A1;150 \A1;150 \A1;150 \A1;150 \A1;150 \A1;150 \A1;150 \A1;Variable \A1;Variable \A1;500 \A1;150 \A1;600 \A1;600 \A1;200 \A1;L \A1;L/2 \A1;200 \A1;300 1 5 5 5 5 5 5 5 5 5 2 3 4 5 6 7 8 9 5 5 5 5 5 5 5 A B C D E F G E 03 Ing. Manuel Morales Gonzalez Ingeniería Estructural SUCURSAL PROYECTO SUPER CHE CIUDAD PLANO Chiapa de Corzo, Chiapas Estructural de armaduras UBICACIÓN PROPIETARIO FECHA ESCALA ACOTACIÓN Mayo / 2008 Indicada En cm y mm REVISIONES OBSERVACIONES FECHA REVISÓ AUTORIZÓ REVISIONES OBSERVACIONES FECHA Súper Calzad Victorico R. Grajales s/n, Chiaa de Corzo, Chiapas. GRUPO CHEDRAUI Planta estructural de armaduras Escala 1:200 5 5 5 CS1 D1 Detalle 1 Conexión entre columnas y armaduras 5 Variable 5 5 5 D1 CX1 8 45° 5 5 5 P L \A1;e= \S1#2;" Conector en columna de concreto CX1 Conexión en cuerda superior P L 100mmx1/8" 5 5 Columna Columna 5 5 5 5 5 5 Todos los vértices CS1 CX1 Planta Lateral 8 45° 5 5 5 Variable 5 5 Columna CX1 5 Frontal 8 45° P L \A1;e= \S1#2;" Placa ménsula PM1 CX1 8 8 8 8 D1b Cf1 OS 10mm CS1 L L P L 100mmx1/8" Notas generales Las cotas rigen al dibujo, no tomar medidas a escala de este plano. El acero de perfiles, placas y accesorios metálicos será de grado estructural A-36 de fy= 2530 kg/cm2. La soldadura será al arco eléctrico y se usarán electrodos de la serie E-70xx, de acuerdo a las normas A.W.S. Todos los perfiles y placas deberán llevar por lo menos una capa de pintura anticorrosiva. La nomenclatura usada en los perfiles corresponde a la sugerida por el Manual de Construcción en Acero del Instituto Mexicano de la Construcción en Acero A.C. \A1;Antes de soldar, se verificará que las superficies estén libres de polvo, pintura o grasa. \A1;Antes de fabricarse las estructuras, deberán verificarse las dimensiones en obra. \A1;Todas las acotaciones son en centímetros (cm), excepto en los detalles que estan en milímetros (mm) y deberán ser verificados en obra. M1 D1c 6 Cubrejunta Columna Lámina de cubierta L L CS1 CS1 D1 D1 Lámina de cubierta L CS1 Lámina de cubierta L CS6 D6b D1a CI6 CI1 Lámina canalón cal. 20 Lateral 5 5 P L \A1;e= \H0.7x;\S1#4;\H1.429x;"\fArial|b0|i0|c238|p34;\H1x;" Conector en columna de concreto CX2 5 5 5 5 Todos los vértices 8 5 5 Columna M\U+00E9nsula M1 5 5 Columna 5 Planta CS81 CI81 M81 D81 5 CS81 \A1;LI 4" x \S3#8;" x 100 mm 5 5 Detalle 2 Conexi\U+00F3n en cuerda inferior Detalle 3 Conexi\U+00F3n de contraviento en columnas y armaduras Detalle 4 Conexi\U+00F3n de contraflambeo en larguero L Detalle 5 Cumbrera Detalle 9 Canalón Detalle 10 5 5 5 5 5 5 5 5 Columna Columna \A1;CS8 OC 2\H0.7x;\S1#2;\fArial|b0|i0|c238|p34;\H1.429x;" x 3.9 mm ced. 40 Ar8 \A1;CI8 OC 2\H0.7x;\S1#2;\fArial|b0|i0|c238|p34;\H1.429x;" x 3.9 mm ced. 40 \A1;D8 OC 2\H0.7x;\S1#2;\fArial|b0|i0|c238|p34;\H1.429x;"x 3.9 mm ced. 40 CS8 CS8 CS8 CS8 CI8 CI8 CI8 CI8 CI8 D8 D8 D8 D8 D8 D8 D8 D8 5 5 5 5 5 5 5 5 Columna CS80 CS80 CS80 CS80 CI80 CI80 CI80 CI80 D80 D80 5 5 5 5 CS80 \A1;CS80 OC 2\H0.7x;\S1#2;\fArial|b0|i0|c238|p34;\H1.429x;" x 3.9 mm ced. 40 Ar80 \A1;CI80 OC 2\H0.7x;\S1#2;\fArial|b0|i0|c238|p34;\H1.429x;" x 3.9 mm ced. 40 \A1;D80 OC 2\H0.7x;\S1#2;\fArial|b0|i0|c238|p34;\H1.429x;"x 3.9 mm ced. 40 D80 D80 D80 D80 D80 D80 Columna 5 5 5 5 5 5 5 5 Columna CS81 CS81 CS81 CS81 CI81 CI81 CI81 CI81 5 CS81 \A1;CS81 OC 2\H0.7x;\S1#2;\fArial|b0|i0|c238|p34;\H1.429x;" x 3.9 mm ced. 40 Ar81 \A1;CI8 OC 2\H0.7x;\S1#2;\fArial|b0|i0|c238|p34;\H1.429x;" x 3.9 mm ced. 40 \A1;D81 OC 2\H0.7x;\S1#2;\fArial|b0|i0|c238|p34;\H1.429x;"x 3.9 mm ced. 40 D81 Columna CI81 D81 D81 D81 B C D Conexión ce armadura Ar81 con columna C1 Detalle 6 Ar8 Ar8 Ar8 Ar8 Ar80 Ar80 Ar81 Ar81 Ar81 Ar81 Ar81 Ar81 Ar81 Ar81 Ar81 Ar81 Ar81 Ar81 Ar81 Ar81 Ar2 Ar7 Ar1 Ar6 Ar6 Ar6 Ar6 Ar6 Ar6 Ar6 Ar1 Ar1 Ar1 Ar1 Ar1 Ar1 Ar1 Ar1 Ar1 Ar1 Ar1 Ar1 Ar1 Ar1 Ar7 Ar5 Ar2 Ar3 Detalle 4 Detalle 5 Detalle 7 Ar2 Ar2 Ar2 Ar2 Ar2 Ar2 Ar3 Ar4 Ar1 Ar1 Ar3 Ar2 Ar2 Ar2 Ar2 Ar2 Ar2 Ar2 Ar2 Ar2 Ar2 Ar2 Ar2 Ar2 Ar2 Ar2 Ar7 Ar7 Ar7 Ar7 Ar7 Ar7 Ar7 Ar7 Columna Columna Columna 5 5 5 E 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C G \A1;CS1 2LI 3" x 3" x \S3#16;" \A1;CI1a 2LI 3" x 3" x \S3#16;" D1a OR 2" x 2" x 0.125 \A1;M1 OR 1 \S1#2;" x 1 \S1#2;" x 0.125 Ar1 L CF 10" x 12 \A1;CI1b 2LI 3\S1#2;" x 3\S1#2;" x \S3#16;" long. 2.00 m \A1;D1b 2LI 2" x 2" x \S3#16;" \A1;D1c 2LI 2\S1#2;" x 2\S1#2;" x \S3#16;" Detalle 1 D1b D1c D1b D1c D1c D1c D1b D1b D1c D1c D1b D1b D1b D1c D1b D1c L L L L L L L L L L L L L L L L L L L L L L L L L Detalle 6 Armadura en ejes 2-8, tramo C-G Ar2 Ar2 Ar2 Ar2 Ar2 Ar2 Columna 2 5 5 5 5 5 5 5 Columna 3 5 5 5 5 5 5 5 Columna 4 5 5 5 5 5 5 5 Columna 5 5 5 5 5 5 5 5 Columna 6 5 5 5 5 5 5 5 Columna 7 5 5 5 5 5 5 5 Columna 8 \A1;CS2 2LI 3" x 3" x \S3#16;" \A1;CI2 2LI 3" x 3" x \S3#16;" D2a OR 2" x 2" x 0.125 \A1;M2 OR 1 \S1#2;" x 1 \S1#2;" x 0.125 Ar2 Armadura en ejes C, E, G, tramo 2-8 \A1;D2b 2LI 2" x 2" x \S3#16;" Columna 9 \A1;CS3 2LI 3" x 3" x \S3#16;" \A1;CI3 2LI 3" x 3" x \S3#16;" D3 OR 2" x 2" x 0.125 \A1;M3 OR 1 \S1#2;" x 1 \S1#2;" x 0.125 Ar3 Armadura en ejes C, E, G, tramo 8-9 Columna 8 CI1b CI1b CI1b CI1b CI1a CI1a CI1a CI1a CI1a CI1a CI1a CI1a CI1a CI1a CS1 CS1 CS1 CS1 CS1 CS1 CS1 CS1 CS1 CS1 CS1 CS1 CS1 CS1 CS1 CS1 CS1 CS1 CS1 CS1 CS1 CS1 CS1 CS1 L D1a D1a D1a D1a D1a D1a D1a D1a M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 CS2 CS2 CS2 CS2 CS2 CS2 CI2 CI2 CI2 CI2 D2b D2b D2a D2a D2a D2a M2 M2 M2 CS2 CS2 CS2 CS2 CS2 CS2 CI2 CI2 CI2 CI2 D2b D2b D2a D2a D2a D2a M2 M2 M2 CS2 CS2 CS2 CS2 CS2 CS2 CI2 CI2 CI2 CI2 D2b D2b D2a D2a D2a D2a M2 M2 M2 CS2 CS2 CS2 CS2 CS2 CS2 CI2 CI2 CI2 CI2 D2b D2b D2a D2a D2a D2a M2 M2 M2 CS2 CS2 CS2 CS2 CS2 CS2 CI2 CI2 CI2 CI2 D2b D2b D2a D2a D2a D2a M2 M2 M2 CS2 CS2 CS2 CS2 CS2 CS2 CI2 CI2 CI2 CI2 D2b D2b D2a D2a D2a D2a M2 M2 M2 5 5 5 5 5 CS3 CS3 CS3 CS3 CI3 CI3 CI3 D3 D3 D3 D3 M3 M3 Columna 2 \A1;CS4 2LI 3" x 3" x \S3#16;" \A1;CI4 2LI 3" x 3" x \S3#16;" D4 OR 2" x 2" x 0.125 \A1;M4a OR 1 \S1#2;" x 1 \S1#2;" x 0.125 Ar4 Armadura en eje E, tramo 1-2 \A1;M4b 4LI 2" x 2" x \S3#16;" 5 5 Columna 5 5 5 5 5 5 5 1 Columna 2 \A1;CS5 2LI 3" x 3" x \S3#16;" \A1;CI5 2LI 3" x 3" x \S3#16;" D5 OR 2" x 2" x 0.125 \A1;M5a OR 1 \S1#2;" x 1 \S1#2;" x 0.125 Ar5 Armadura en eje C, tramo 1-2 \A1;M5b 4LI 2" x 2" x \S3#16;" 5 5 5 5 5 5 5 5 5 5 5 Columna 1 Columna Columna A Variable de 472 a 995 Variable 5 5 5 5 5 C \A1;CS6 2LI 2\S1#2;" x 2\S1#2;" x \S3#16;" D6a OR 2" x 2" x 0.125 \A1;M6 OR 1 \S1#2;" x 1 \S1#2;" x 0.125 Ar6 L CF 10" x 12 \A1;D6b 2LI 2" x 2" x \S3#16;" D6b D6b D6a D6a L L L L L L L Armadura en ejes 3-9, tramo A-C CI6 CI6 CI6 CS6 CS6 CS6 CS6 CS6 CS6 D6b M6 M6 M6 5 5 5 5 \A1;CI6 2LI 2\S1#2;" x 2\S1#2;" x \S3#16;" D6b CI6 Columna Columna Columna 5 5 5 E 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C G D7a OR 2" x 2" x 0.125 \A1;M7 OR 1 \S1#2;" x 1 \S1#2;" x 0.125 Ar7 L CF 10" x 12 \A1;D7b 2LI 2" x 2" x \S3#16;" D7b D7b D7a D7a D7a D7b D7a D7b D7a D7b D7a D7b D7b D7b D7a D7a L L L L L L L L L L L L L L L L L L L L L L L Detalle 9 Armadura en ejes 1 y 9, tramo C-G CI7 CI7 CS7 CS7 CS7 CS7 CS7 CS7 CS7 CS7 CS7 CS7 CS7 CS7 CS7 CS7 CS7 CS7 CS7 CS7 CS7 CS7 CS7 CS7 CS7 CS7 L D7b D7b D7b D7b D7b D7b D7b D7b M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 Columna L Columna L \A1;CS7 2LI 2\S1#2;" x 2\S1#2;" x \S3#16;" \A1;CI7 2LI 2\S1#2;" x 2\S1#2;" x \S3#16;" CI7 CI7 CI7 CI7 CI7 CI7 CI7 CI7 CI7 CI7 CI7 CI7 CI7 CI7 5 Variable Variable 8 45° CI1 8 Detalle 2 Detalle 3 CI1 Detalle 9 CS1 CS4 8 8 \A1;LI 4" x \S3#8;" x 500 8 4 lados \A1;2 tornillos A235 d\S3#4;" a cada lado CS1 CS4 8 \A1;LI 4" x \S3#8;" x 500 \A1;Tornillos A235 d\S3#4;" a cada lado P L \A1;180 x 350 x 13mm \A1;180 x 350 x 13mm P L 2 M2 215mm a cada lado CI2 M2 CI1 CI1 \A1;500 x 200 x 10mm P L \A1;Tornillos A235 d\S3#4;" a cada lado 6 Conexión en cuerda superior de Ar4 o Ar5 y Ar1 Detalle 7 Conexión en cuerda inferior de Ar4 o Ar5 y Ar1 Detalle 8 Detalle 6 Detalle 10 B C D B C D M4b M4a M4a M4a D4 D4 D4 D4 D4 D4 D4 D4 CS4 CS4 CS4 CS4 CS4 CS4 CS4 CS4 CI4 CI4 CI4 CI4 CI4 M5b M5a M5a M5a D5 D5 D5 D5 D5 D5 D5 D5 D5 D5 CS5 CS5 CS5 CS5 CS5 CS5 CS5 CS5 CS5 CS5 CI5 CI5 CI5 CI5 CI5 CI5 Contraviento Contraflambeo Contraflambeo Contraflambeo Contraflambeo Contraflambeo Contraflambeo Contraflambeo Contraflambeo Contraflambeo Contraflambeo Contraflambeo Contraflambeo Contraflambeo Contraflambeo Contraflambeo Contraflambeo Contraflambeo Contraflambeo Contraflambeo Contraflambeo Contraflambeo Contraflambeo Contraflambeo Contraflambeo Contraflambeo Contraflambeo Contraflambeo Contraflambeo Contraflambeo Contraflambeo Contraflambeo Contraflambeo Contraflambeo Contraflambeo Contraflambeo Contraflambeo Contraflambeo Contraflambeo Contraflambeo Contraflambeo Contraflambeo Contraflambeo Contraflambeo Contraflambeo Contraflambeo Contraflambeo Contraviento Contraviento Contraviento Contraviento Contraviento Contraviento Contraviento Contraviento Contraviento Contraviento Contraviento Contraviento Contraviento Contraviento Contraviento Contraviento Contraviento Contraviento Contraviento Contraviento Contraviento Contraviento Contraviento Contraviento Contraviento Contraviento Contraviento L CS4 D4a D4b Lámina de cubierta 3 \A1;LI 4" x \S3#8;" x 150 P L \A1;e= \S1#4;" 6 Cv OS 19mm 5 5 5 Planta DETALLE DE CONEXION DE CONTRAVIENTO EN COLUMNAS P L e=10mm Columna 5 3 lados CS1 D1 CS1 5 5 Placa 5 3 lados 8 Cv OS 19mm \A1;LI 4"x\S5#8;" 5 3 lados Cv OS 19mm 8 Vista Lateral Conexión de contraviento en armaduras Ar4 en cuerda superior Detalle "A" CS4 P L e=10mm \A1;LI 4"x\S5#8;" Cv OS 19mm CS4 5 5 3 lados 8 3 lados Rigidizador de OR 2\S1#2;\H1.429x;" x 0.141 Cv OS 19mm 5 6 Placa 6 DETALLE DE CONEXION DE CONTRAVIENTO EN ARMADURAS \A1;D40b OR 2\S1#2;" x 0.141 Ar4 Rigidizador de 2\S1#2;\H1.429x;" x 0.141 mm mm \A1;LI 4"x\S5#8;" Cuerda superior. Cuerda inferior L L/2 OR de medidas y espesor de los montantes para rigidizar los Diagonales formados por angulos. Angulos LI 8 3 lados

Language	Spanish
Drawing Type	Plan
Category	Construction Details & Systems
Additional Screenshots	Missing Attachment
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, chiapas, de, details, DWG, mexico, plan, plans, sections, sided, siding, stahlrahmen, stahlträger, steel, steel beam, steel frame, steel structure, store, structure en acier, super, warehouse