Cellar DWG Section for AutoCAD

Cellar DWG Section for AutoCAD

Plants – sections – details – specifications – designations – dimensions

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

frontal elevation, access, low architectural floor, column die, structure, multitecho roof system, stringers, offices, bathrooms, running shoe, deck, lar, foundation, separator, tensioners, column, castle, lock, crossbar, armor, notes general, shoe, structural details, structural, isometric, clip, anchors, base plate, sealer, sikaflex, multytecho, wall partition, channel gutter, exposed to moisture, protect foam, lastoflex to apply adhesive, fixation to , support detail of the reinforcement and location of the gutter, fastening detail of the spars, detail of the union of frames, detail of the spar support on the wall, wall

Raw text data extracted from CAD file:

8.3 CASTILLO 15x15 4 # 3 E # 2 @ 20 \A1;1.88 \A1;0.92 17.5 12.5 1.98 1.4 4.05 2.5 2.5 19.7 4.85 5.00 9.85 29.85 17.42 20 30 5.9 2.3 5 5 5 5 5 20.00 30.00 12.64 20 0.51 0.2 1.8 0.2 1.8 2 1.3 1.5 30 0.15 5 0.15 1.50 .15 1.30 1.25 1.25 1.25 5 2.5 1.25 2.5 1.25 1.25 1.25 1.25 5 2.5 2.5 1.25 1.25 1.25 1.25 20 5 2.5 1.25 30 6 2 6 2 6 2 2 2 6 2 2 2 2 2 2 2 6 2 2 2 5 2.5 1.25 1.25 2.5 2.5 1.25 4.05 12.5 2.50 2.50 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.50 2.5 30 20 9.85 5.00 4.85 19.7 5 5 5 5 5 5 5 5 5 5 17.5 30 5 5 5 2.5 2.5 2.5 3.45 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 2.50 2.50 2.50 2.50 2.50 2.50 2.50 2.50 5.00 5.00 5.00 5.00 20.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 6.00 6.00 6.00 6.00 6.00 30.00 30.00 2.50 10.00 2.50 2.50 2.50 20.00 20.00 30.00 5 ALZADO FRONTAL ACCESO PLANTA ARQUITECTONICA BAJA 5 5 A C 5 5 5 5 5 5 5 1 7 2 3 4 5 6 1 7 5 5.00 5 5 5 5 6 A B C OFICINAS NPT -0.15 VESTIBULO NPT +O.0 OFICINAS NPT +0.15 BAÑOS MUJERES NPT +0.15 BAÑOS HOMBRES NPT +0.15 5 5 5 5 CORTE X - X" CORTE Y-Y" DADO PARA COLUMNA ZAPATA ( VER DETALLE) FIRMDE DE CONCRETO F´C 150KG/CM2 REFORZADO CON MALLA ELECTROSOLDADA 66-1010 DADO PARA COLUMNA 12.64 FIRMDE DE CONCRETO F´C 150KG/CM2 REFORZADO CON MALLA ELECTROSOLDADA 66-1010 ESTRUCTURA SISTEMA DE CUBIERTA MULTITECHO LARGUEROS 5 1 7 5 5 5 5 5 5 5 5 5 A C OFICINAS BAÑOS OFICINAS ZAPATA CORRIDA MURO DE BLOCK HUECO 10 X 14 X 28 ASENTADO CON MORTERO DE CEMENTO ARENA PROP : 1:4 APLANAO COMUN, PINTURA VINILICA BLANCO OSTION \A1;COLUMNA DE CONCRETO F´C 250 KG/CM2 GRAVA DE \S3/4; " \A1;COLUMNA DE CONCRETO F´C 250 KG/CM2 GRAVA DE \S3/4; " \A1;COLUMNA DE CONCRETO F´C 250 KG/CM2 GRAVA DE \S3/4; " 5 5 5 5 5 5 5 5 CUBIERTA #3 @ 25 ZAPATA Z-1 1.50 .15 1.30 PLANTILLA DE CONCRETO f'c= 100 kg/cm2 5 cm DE ESPESOR #3 @ 25 10 #3 FIRME e= 5 cm CONCRET f'c= 150 kg/cm2 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 AR LAR AR AR AR LAR LAR LAR LAR LAR LAR LAR LAR LAR LAR LAR LAR LAR LAR CD ACCESO CIMENTACIÓN 5 5 A C 1 7 5 5.00 5 5 6 A B C C C C C C C C C C C C C C C C C C C C C 1 3 4 5 6 2 Z 1 Z 1 Z 1 Z 1 Z 1 Z 1 Z 1 Z 1 CD CD CD CD CD CD CD 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 7 LAR LAR LAR LAR LAR LAR LAR LAR LAR LAR LAR LAR LAR LAR LAR SEPARADOR SEPARADOR TENSORES TENSORES TENSORES TR K TR K K K K K K K K K K K K K K K K 2.50 2.50 5 5 5 5 5 5 5 5 5 2.50 5 K K K K 7 1 A C 30x30 8 # 4 E # 2 @ 15 C COLUMNA CASTILLO K 14x14 4 # 3 E # 2 @ 20 LAR AR TR TRABE LARGUERO ARMADURA 2 2 2 EN CAPA DE COMPRESION. (BASTONES) CON LA NORMA NOM B-253 Y B-290. NOTAS GENERALES 2.- ACERO DE REFUERZO Fy=4200 kg/cm EN ACERO ADICIONAL 3.- ACERO DE REFUERZO Fy=5000 kg/cm EN MALLA ELECTROSOLDADA. Y CUMPLIRA 1.- CONCRETO f'c=250 kg/cm . CLASE-1 (ESTRUCTURAL) EN LOSAS 6MT_12 2C 12MT_12 E d 2, 1 ac 5, 13 ac 8, ac 15, 13 ac 8, 1 ac 5 2 d 4 2 d 4 2 d 4 ZAPATA DETALLES ESTRUCTURALES ESTRUCTURAL 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 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 5 5 5 5 5 5 5 ISOMETRICO CLIP 1/4" 6" 6" 6" LAMINA CALIBRE 18 ARMADURA 2C 12MY-12 MULTYTECHO DE 1" DE ESPESOR LARGUERO 6MT-6 \A1;TORNILLOS \S3/4;" 1.6x50 ANCLAS PLACA DE BASE 30x30x1.27 SELLADOR SIKAFLEX MULTYTECHO DE 1" DE ESPESOR LARGUERO 6 MT 6 MURO DE TABIQUE CANALON DE LAMINA CALIBRE 18 EXPUESTA A LA HUMEDAD PROTEGER ESPUMA LASTOFLEX PARA ESTRUCTURA APLICAR ADHESIVO FIJACION A DETALLE DE APOYO DE ARMADURA Y UBICACION DEL CANALON DETALLE DE SUJECIÓN DE LARGUEROS \A1;CLIP DE PLACA DE \S3/8;" DE ESPESOR 4 TORNILLOS DE 1.3 X 2.50 LARGUERO 6MT-6 ARC 2C 12MT-12 \A1;PLACA DE 14x14x\S1/4;" DETALLE DE UNIÓN DE MARCOS 6 TORNILLOS NO 1.9 X 6.4 AR 2C 12MT-12 \A1;PLACA 28x24x\S1/4;" DETALLE DE APOYO DEL LARGUERO EN MURO LARGUERO 6MT-6 MURO \A1;PLACA DE 15x20x\S1/4;" 2 TORNILLOS DIAMETRO 1.3 X 2.5 7.6 5 4.5 12.70 2 ANCLAS DIAMETRO 1.00 X 15 \A1;SEPARADORES A BASE DE REDONDO \S1/2;"

Language	Spanish
Drawing Type	Section
Category	Retail
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units	Metric
Footprint Area
Building Features	Deck / Patio
Tags	armazenamento, autocad, barn, celeiro, cellar, comercial, commercial, designations, details, dimensions, DWG, grange, plants, scheune, section, sections, specifications, storage, warehouse