Mezanine DWG Section for AutoCAD

Mezanine DWG Section for AutoCAD

MEZANINE VERY DETAILED. – Plants – sections – details – specifications – desiganciones – dimensions

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

goes up, simple damper mca. quincino, alogen lamp, cut, electrowelded, connectors type nelson valleys, placement of, kind, esc, losacero section cal. imsa, concrete, connectors type nelson valleys, losacero section cal. imsa, esc without, isometric of losacero, welded Mesh, detail, connectors in beams, For the placement of laminated connectors, the supplier’s recommendations must be respected., n.d.z., main reinforcement, lower bed, n.d.z., main reinforcement, lower bed, upper bed, concrete template, f’c, secondary reinforcement, upper bed, concrete template, f’c, secondary reinforcement, motherboard, dice, column, grout see notes, injection of, projection anchors, proctor thickness, in layers of cm, optimum moisture compacted, selected material with, filling controlled with, proctor thickness, in layers of cm, optimum moisture compacted, selected material with, filling controlled with, n.c.d., n.r., n.c.d., n.r., motherboard, dice, column, grout see notes, injection of, projection anchors, dice, ref:, lower bed, main reinforcement, secondary reinforcement, upper bed, column, motherboard, cut, ref:, shoe plant, dimensions in centimeters, num, axis, num, axis, dimensions in centimeters, shoe court, shoe court, dimensions in centimeters, let, axis, let, axis, beam, Agros for screws, esc, beam, beam connection, kind, kind, Agros for screws, Agros for screws, esc, cut, torn., kind, kind, agros for torn., kind, torn., agros for torn., connection of beams, esc, column, agros of for anchors, motherboard, esc, kind, axis, indicates position of base plate anchors, male, its T. var., var., Counter, dice, esc, plate on each anchor, note: rigid templates will be used for the alignment fixation of steel anchors, detail type, anchor, esc, dice, grout, motherboard, leveling locknut, cimentacion plant, dimensions in meters, mezanine plant, dimensions in meters, sense of support of the steel section cal., cross frame, dimensions in meters, longitudinal frame, dimensions in meters, Connection, beam col., Connection, beam vig., Connection, beam vig., lighting plant, dimensions in meters, roof brackets, cross-section, dimensions in meters, profile, table of sections, element, n.d.z., main reinforcement, lower bed, n.d.z., main reinforcement, lower bed, upper bed, concrete template, f’c, secondary reinforcement, upper bed, concrete template, f’c, secondary reinforcement, motherboard, dice, column, grout see notes, injection of, projection anchors, proctor thickness, in layers of cm, optimum moisture compacted, selected material with, filling controlled with, proctor thickness, in layers of cm, optimum moisture compacted, selected material with, filling controlled with, n.c.d., n.r., n.c.d., n.r., motherboard, dice, column, grout see notes, injection of, projection anchors, dice, ref:, lower bed, main reinforcement, secondary reinforcement, upper bed, column, motherboard, cut, ref:, shoe plant, dimensions in centimeters, num, axis, num, axis, dimensions in centimeters, shoe court, shoe court, dimensions in centimeters, let, axis, let, axis, sheet wall, cross-section, dimensions in meters, goes up, low, roof brackets, sheet wall, high floor ceiling, entreiso, low plant, stairs, plant

Raw text data extracted from CAD file:

00 \A1;0.94 \A1;0.25 \A1;6.20 \A1;6.20 \A1;5.14 A B C 1 2 3 SUBE 1 2 3 4 5 6 7 8 9 10 11 12 -918.1601174997439 -918.1601174997439 APAGADOR SENCILLO MCA. QUINCINO LAMPARA DE ALOGENO -918.1601174997439 -918.1601174997439 -918.1601174997439 CORTE 1-1 ESC.1:10 5 5 5 \A1;MALLA ELECTROSOLDADA 6x6/10-10 2 CONECTORES d5/8" TIPO NELSON @ 2 VALLES COLOCACION DE \A1;LOSACERO 5 TIPO 3 ESC. 1:7.5 5 LOSACERO SECCION 4 CAL. 22 IMSA CONCRETO f'c=200 kg/cm2 2 CONECTORES d5/8" TIPO NELSON @ 2 VALLES LOSACERO SECCION 4 CAL. 22 IMSA ESC. SIN ISOMETRICO DE LOSACERO MALLA ELECTROSOLDADA 6x6/10-10 DETALLE 1 CONECTORES EN VIGAS *NOTA: PARA LA COLOCACION DE CONECTORES Y LAMINA LOSACERO, SE DEBERAN RESPETAR LAS RECOMENDACIONES DEL PROVEEDOR. 2.00 2.00 6.20 6.20 2.57 2.57 5.14 5.14 12.40 10.27 6.20 6.15 5.14 5.14 \A1;0.70 \A1;2.56 \A1;0.50 \A1;2.60 \A1;0.50 N.D.Z. + 00.00 #5@20 REFUERZO PRINCIPAL ( LECHO INFERIOR ) N.D.Z. + 95.30 #5@20 REFUERZO PRINCIPAL ( LECHO INFERIOR ) ( LECHO SUPERIOR ) PLANTILLA DE CONCRETO 2 #3@20 f'c = 100 Kg/cm . REFUERZO SECUNDARIO ( LECHO SUPERIOR ) PLANTILLA DE CONCRETO 2 #3@20 f'c = 100 Kg/cm . REFUERZO SECUNDARIO PLACA BASE PB-3 DADO D-3 COLUMNA CE-3 " GROUT " VER NOTAS INYECCION DE PROYECCION ANCLAS ESPESOR AL 95% PROCTOR EN CAPAS DE 20 cm DE HUMEDAD OPTIMA COMPACTADO MATERIAL SELECCIONADO CON RELLENO CONTROLADO CON ESPESOR AL 95% PROCTOR EN CAPAS DE 20 cm DE HUMEDAD OPTIMA COMPACTADO MATERIAL SELECCIONADO CON RELLENO CONTROLADO CON N.C.D. + 00.00 N.R. + 00.00 N.C.D. + 00.00 N.R. + 00.00 PLACA BASE PB-3 DADO D-3 COLUMNA CE-3 " GROUT " VER NOTAS INYECCION DE PROYECCION ANCLAS DADO D-3 REF: 3/ES-104 #5@20 ( LECHO INFERIOR ) REFUERZO PRINCIPAL REFUERZO SECUNDARIO ( LECHO SUPERIOR ) #3@20 COLUMNA CE-3 PLACA BASE PB-3 CORTE X 1B REF: ES-103B ZAPATA Z-3 ( PLANTA ) COTAS EN CENTIMETROS 1 5 5 5 5 5 5 5 5 42.5 5 5 5 42.5 5 5 5 NUM EJE . NUM EJE . 5 72.5 5 5 5 5 72.5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 COTAS EN CENTIMETROS ZAPATA Z-3 ( CORTE Y-Y ) 1B ZAPATA Z-3 ( CORTE X-X ) COTAS EN CENTIMETROS LET EJE . LET EJE . \A1;30 \A1;30 \A1;80 \A1;30 \A1;30 \A1;100 \A1;100 \A1;200 \A1;42.5 \A1;30 \A1;55 \A1;30 \A1;42.5 \A1;100 \A1;100 \A1;200 \A1;30 \A1;72.5 \A1;55 \A1;100 \A1;200 \A1;30 \A1;72.5 \A1;100 \A1;30 \A1;60 \A1;100 \A1;80 \A1;200 \A1;30 \A1;60 \A1;100 \A1;25 \A1;15 \A1;40 \A1;25 \A1;15 \A1;40 \A1;64 \A1;25 \A1;25 \A1;65 \A1;114 \A1;10 \A1;40 \A1;40 \A1;60 \A1;150 \A1;200 \A1;55 \A1;40 \A1;40 \A1;60 \A1;60 \A1;90 \A1;60 \A1;40 \A1;40 \A1;60 \A1;60 \A1;60 \A1;390 \A1;10 \A1;10 \A1;40 \A1;60 \A1;60 \A1;270 \A1;90 \A1;10 \A1;40 \A1;40 \A1;380 \A1;200 \A1;60 \A1;60 \A1;40 \A1;10 \A1;270 \A1;60 \A1;60 \A1;40 \A1;10 \A1;270 \A1;75 \A1;40 \A1;60 \A1;60 \A1;70 \A1;40 \A1;40 \A1;260 \A1;60 \A1;60 \A1;60 \A1;60 \A1;60 \A1;60 \A1;60 \A1;40 \A1;60 \A1;40 \A1;40 \A1;60 \A1;40 \A1;60 \A1;60 \A1;60 \A1;50 \A1;60 \A1;40 \A1;150 \A1;200 \A1;200 5 5 5 5 VM-3, VM-5 ó VM-6 VIGA 6 AGROS 9/16"Ø PARA TORNILLOS 1/2"Ø ESC. 1:10 VM-3, VM-5 ó VM-6 A VIGA 3 P =5 P =6 3 150.0 L L NSE+103.28 200.0 55.0 5 5 CONEXION DE VIGA 60.0 60.0 5 60.0 5 5 60.0 60.0 60.0 390.0049916629669 TIPO 5 TIPO L P=13 5 L 1 12 AGROS d 13/16" PARA TORNILLOS d3/4" P=390x200x13 VM-2 C-3, C-4 ó C-5 5 5 60.0 59.99500833703678 269.9850250111103 VM-1 P=200x270x10 L 8 AGROS d 11/16" PARA TORNILLOS d5/8" 5 1 ESC. 1:10 CORTE 1-1 VM-2 C-3, C-4 ó C-5 12 TORN. d3/4" 5 5 5 TIPO 5 TIPO 3 P=390x200x13 P=200x270x10 VM-1 6 AGROS Ø9/16" PARA TORN. Ø1/2" TIPO 380.0 199.9999999999995 P=13 P=8 L L L L 5 5 60.0 5 5 269.9999999999982 NSE+103.28 P= 13 L 60.00000000000364 60.0 5 5 5 8 TORN. Ø5/8" P=6 75.0908690041324 5 5 5 70.0 40.0 40.0 260.0 8 AGROS d11/16" PARA TORN. d5/8" L 60.0 (AMBAS) (AMBAS) 60.0 5 5 5 5 CONEXION DE VIGAS ESC. 1:10 VM-1 Y VM-2 A COLUMNA 59.99500833703678 39.99500833703678 5 5 5 60.00000000000364 40.00000000000364 60.0 60.0 5 50.0 60.0 40.0 150.0 200.3680493345933 200.1804539235391 00 \A1;80 \A1;120 \A1;50 \A1;80 \A1;120 \A1;50 \A1;50 \A1;350 \A1;50 \A1;80 \A1;80 \A1;45 \A1;45 \A1;500 80.0 120.0 50.0 80.0 120.0 5 50.0 350.0 5 80.0 80.0 12 AGROS DE 3/4"Ø PARA ANCLAS 5/8"Ø PLACA BASE PB-5 ESC. 1:10 TIPO C-5 t=16mm 45.0 45.0 (MEZANINE OFICINAS) 500.0 A EJE INDICA POSICION DE ANCLAS Y PLACA BASE - 8 VAR No.4 EST. VAR. No.3 @ 15cm - 8 VAR. No.5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CONTRATRABE 5 DADO D-5 ESC. 1:10 \A1;25 \A1;25 \A1;50 \A1;33 \A1;53 \A1;6 \A1;17 \A1;14 \A1;14 \A1;14 \A1;14 \A1;6 \A1;12 \A1;14 \A1;12 \A1;6 \A1;85 \A1;6 PLACA DE 80x80x16mm EN CADA ANCLA NOTA: SE EMPLEARAN PLANTILLAS RIGIDAS PARA LA FIJACION Y ALINEACION DE LAS ANCLAS ACERO A-36 (VARILLA LISA) fy=2530Kg/cm2 DETALLE TIPO DE ANCLA 10 ESC. 1:10 DADO GROUT PLACA BASE CONTRATUERCA DE NIVELACION 6.20 6.20 6.20 6.20 5.14 5.14 3.00 2.13 5.14 6.20 6.20 5.14 5.14 6.20 6.20 5.14 1 2 3 A B C Z-3 D-3 PB-3 CE-3 5 5 PLANTA DE CIMENTACION COTAS EN METROS 1 Z-3 D-3 PB-3 CE-3 Z-3 D-3 PB-3 CE-3 Z-3 D-3 PB-3 CE-3 Z-3 D-3 PB-3 CE-3 Z-3 D-3 PB-3 CE-3 Z-3 D-3 PB-3 CE-3 Z-3 D-3 PB-3 CE-3 Z-3 D-3 PB-3 CE-3 1 5 5 2 3 A B C 5 5 5 5 5 CE-3 VM-5 CE-3 CE-3 CE-3 CE-3 CE-3 CE-3 CE-3 CE-3 5 VM-5 VM-5 VM-5 VM-5 VM-5 VM-5 VM-5 VM-5 VM-5 PLANTA DE MEZANINE COTAS EN METROS 2 SENTIDO DE APOYO DE LOSACERO SECCION 4 CAL. 22 1 2 3 CE-1 CE-1 CE-1 VM-5 VM-5 5 5 MARCO TRANSVERSAL COTAS EN METROS 3 A B C MARCO LONGITUDINAL COTAS EN METROS 4 5 5 CONEXION 1 VIGA A COL. CONEXION 2 VIGA A VIG. CONEXION 2 VIGA A VIG. A B C 1 2 3 PLANTA ILUMINACION COTAS EN METROS 5 5 5 5 5 5 SOPORTES DEL TECHO CORTE TRANSVERSAL COTAS EN METROS 6 CE-1 PERFIL TABLA DE SECCIONES ELEMENTO VM-5 IR 305 X 52.20 kg/m IR 356mm x 32.7 Kg/m VM-2 IR 406mm x 53.7 Kg/m 5 5 5 5 5 N.D.Z. + 00.00 #5@20 REFUERZO PRINCIPAL ( LECHO INFERIOR ) N.D.Z. + 95.30 #5@20 REFUERZO PRINCIPAL ( LECHO INFERIOR ) ( LECHO SUPERIOR ) PLANTILLA DE CONCRETO 2 #3@20 f'c = 100 Kg/cm . REFUERZO SECUNDARIO ( LECHO SUPERIOR ) PLANTILLA DE CONCRETO 2 #3@20 f'c = 100 Kg/cm . REFUERZO SECUNDARIO PLACA BASE PB-3 DADO D-3 COLUMNA CE-3 " GROUT " VER NOTAS INYECCION DE PROYECCION ANCLAS ESPESOR AL 95% PROCTOR EN CAPAS DE 20 cm DE HUMEDAD OPTIMA COMPACTADO MATERIAL SELECCIONADO CON RELLENO CONTROLADO CON ESPESOR AL 95% PROCTOR EN CAPAS DE 20 cm DE HUMEDAD OPTIMA COMPACTADO MATERIAL SELECCIONADO CON RELLENO CONTROLADO CON N.C.D. + 00.00 N.R. + 00.00 N.C.D. + 00.00 N.R. + 00.00 PLACA BASE PB-3 DADO D-3 COLUMNA CE-3 " GROUT " VER NOTAS INYECCION DE PROYECCION ANCLAS DADO D-3 REF: 3/ES-104 #5@20 ( LECHO INFERIOR ) REFUERZO PRINCIPAL REFUERZO SECUNDARIO ( LECHO SUPERIOR ) #3@20 COLUMNA CE-3 PLACA BASE PB-3 CORTE X 1B REF: ES-103B ZAPATA Z-3 ( PLANTA ) COTAS EN CENTIMETROS 1 NUM EJE . NUM EJE . COTAS EN CENTIMETROS ZAPATA Z-3 ( CORTE Y-Y ) 1B ZAPATA Z-3 ( CORTE X-X ) COTAS EN CENTIMETROS LET EJE . LET EJE . \A1;2.00 \A1;2.00 \A1;2.00 \A1;.25 \A1;2.00 \A1;.25 PARED DE LAMINA CORTE TRANSVERSAL COTAS EN METROS 6 SUBE BAJA BAJA 5 SOPORTES DEL TECHO PARED DE LAMINA 5 5 PLAFON PLANTA ALTA 139.77 ENTREISO 128.69M2 C 83. 92M2 1 25.22M2 PLANT BAJA 34.32M2 ESCALERA 18.48M2 21.48M2 21.21M2 PLANT ALTA 43.03M2 A 36.51M2 3 A 29.12 M2 3 36.51M2 1 SOPORTES DEL TECHO PARED DE LAMINA PLANTA ILUMINACION COTAS EN METROS 5 SUBE BAJA PLANTA ILUMINACION COTAS EN METROS 5 A B C 1 2 3 5 5 5 SUBE BAJA BAJA 5 A B C 1 2 3 5 5 5 5 SOPORTES DEL TECHO PARED DE LAMINA SOPORTES DEL TECHO PARED DE LAMINA SOPORTES DEL TECHO PARED DE LAMINA BAJA SOPORTES DEL TECHO PARED DE LAMINA

Language	Spanish
Drawing Type	Section
Category	Misc Plans & Projects
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units
Footprint Area
Building Features
Tags	assorted, autocad, desiganciones, detailed, details, dimensions, DWG, mezanine, plants, section, sections, specifications