Industrial DWG Detail for AutoCAD

Industrial DWG Detail for AutoCAD

PLANT; DETAILS; CUTS IN INDUSTRIAL STRUCTURES

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

date, review, drawing, design, revision, internal drawing no, job no, scale, client, title, project, date, construction and structural engineering, drawing plant no, scale :, typical anchor of columns, foundation plant, location of , thread std., foundations, existing in, axis of wall, extension, building, current, expansion, project north, detail, zapata corrida zc, concrete template, profile of foundation axis a ‘, production, prof. zc, embankment, grouting, see foundation profiles, axis, columns, and footings, and shoe, run, existing axis, column axis, new, precast wall, existing, new block wall, concrete, existing ship, ship extension, detail of axes and walls, existing union-extension, base plate, see detail, board, insulation, with seal, clastomeric, dim in mm

Raw text data extracted from CAD file:

FECHA REVISO DIBUJO DISEÑO REVISION DIBUJO INTERNO No JOB No ESCALA CLIENTE TITULO PROYECTO DATE BY No REVISION Construccion e Ingenieria Estructural Allende norte 224-204, Saltillo, Coah. (844)412 6445 escamillaconstructores@hotmail.com DIBUJO PLANTA No REVISION A25x1000 \A1;120 \A1;122 \A1;107 \A1;200 \A1;229 \A1;56000 \A1;7000 \A1;7000 \A1;7955 \A1;6045 \A1;7000 \A1;7000 \A1;7000 \A1;7000 \A1;500 \A1;1900 \A1;700 \A1;1900 \A1;3075 \A1;7000 \A1;7000 \A1;7955 \A1;6045 \A1;7000 \A1;7000 \A1;7000 \A1;7000 \A1;2775 \A1;229 \A1;6878 \A1;7000 \A1;7000 \A1;7000 \A1;7000 \A1;7000 \A1;7000 \A1;7000 \A1;7000 \A1;7000 \A1;7000 \A1;6878 \A1;1400 \A1;1400 \A1;229 \A1;212 \A1;14000 \A1;14000 \A1;14000 \A1;14000 \A1;14000 \A1;14000 \A1;14000 \A1;14000 \A1;14000 \A1;14007 \A1;84007 \A1;50 \A1;1900 \A1;150 \A1;240 \A1;400 \A1;300 \A1;600 \A1;400 \A1;60 \A1;150 \A1;200 \A1;400 \A1;240 \A1;240 \A1;400 \A1;400 \A1;200 \A1;400 \A1;200 \A1;1000 \A1;25 \A1;125 \A1;200 \A1;400 \A1;400 \A1;1400 \A1;1400 \A1;200 \A1;250 \A1;1200 \A1;2550 \A1;1950 \A1;6878 \A1;7000 \A1;7000 \A1;7000 \A1;7000 \A1;7000 \A1;7000 \A1;7000 \A1;7000 \A1;7000 \A1;7000 \A1;6878 \A1;13878 \A1;14000 \A1;14000 \A1;14000 \A1;14000 \A1;13878 \A1;83756 \A1;2100 \A1;1800 \A1;700 \A1;400 \A1;400 Escala: A 50 300 300 200 50 1-5 DETALLE 01 ANCLAJE TIPICO DE COLUMNAS ESCALA 1:10 B B GROUTING DE NIVELACION TIPO SIKATOP 122 O EQUIVALENTE COLUMNA W8x31 21460.19872607754 21460.19872607754 21460.19872607754 21460.19872607754 21460.19872607754 \A1;150 \A1;240 \A1;150 \A1;200 \A1;400 \A1;400 \A1;50 \A1;127 \A1;36 \A1;127 \A1;36 21 21 18 5#6c/26 L=206 PLANTA DE CIMENTACION ESC. 1:200 ACOT. mm Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 21 21 18 5#6c/26 L=206 11 12 13 14 15 A B C D E F G \A1;1400 \A1;1400 \A1;1400 \A1;1400 \A1;1400 \A1;1400 12/14 15 ZAPATA Z1 EN EJES 12 al 14 INTERIORES ZAPATA Z1 EN EJE 15 \A1;VER PERFILES DE CIMENTACION NPT 0.00 NPT 0.00 LOCALIZACION DE ANCLAS EN Z1 DE EJES 12 al 14 LOCALIZACION DE ANCLAS EN Z1 DE EJE 15 en IPR 12" (4) ANCLAS TIPO d 1" VER DETALLE ANCLA TIPICA d 1" ESC. 1:12.5 ACOT. mm ESC. 1:12.5 ACOT. mm ESC. 1:12.5 ACOT. mm ROSCA STD. TCA. HEX. G5 CIMENTACIONES EXISTENTES EN EJE 11 (SIN ESCALA) ESC. 1:25 ACOT. mm ESC. 1:25 ACOT. mm PEDESTAL EN Z1 ESC. 1:25 ACOT. mm 8-d3/4" Ed3/8"@250 C2 C2 C2 A1 EJE DE MURO DEAMPLIACION \A1;200 \A1;200 CASTILLO C2 ESC.1:12.5 ACOT. mm 4-d1/2" E-d1/4"@20 m NPT 0.00 (101.50) C2 C2 EDIFICIO ACTUAL AMPLIACION EDIFICIO PROJECT NORTH ZC NPT 0.00 DETAIL SCALE = 1:25 1 S6 \A1;VER CORTE POR FACHADA d3/8"@20 cm 7-d3/8" d3/8"@20 cm d3/8"@30 cm \A1;MINIMO=700 A' A1 Z1 Z1 Z1 G1 EJE DE MURO DEAMPLIACION G' G1 ZAPATA CORRIDA ZC ZC ZC PLANTILLA DE CONCRETO f'c=100 kg/cm2 DE 5 cm Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 11 NPT 0.00 15 Perfil de Cimentación Eje A' ESC.1:250 ACOT. mm PRODUCCION ZAPATA CORRIDA ZC (PERFIL) NTN 101.00 NTN 99.60 \A1;2400 PROF. DESPLANTE ZC A' B C D E F G' Perfil de Cimentación Eje 15 ESC.1:250 ACOT. mm NPT 0.00(101.50) NTN 99.60 ZAPATA CORRIDA ZC (PERFIL) TERRAPLEN TERRAPLEN 5 cm DE GROUTING VER PERFILES DE CIMENTACION (152 PZAS.; w1=4.5 kg;wt=684 kg) PROF. DESPLANTE ZC PRODUCCION Z1 Z1 Z1 Z1 EJE DE COLUMNAS Y ZAPATAS EJE DE MURO Y ZAPATA CORRIDA 11 A A' A1 \A1;147 EJE EXISTENTE EJE COLUMNA NUEVAS MURO PRECOLADO EXISTENTE MURO NUEVO DE BLOCK DE CONCRETO NAVE EXISTENTE NAVE AMPLIACION \A1;7000 Detalle de Ejes y Muros Union Existente-Ampliación ESC.1:12.5 ACOT. mm (ANCLAR EL ARMADO DE LOS CASTILLOS 60 cm DENTRO DEL CIMIENTO) PLACA BASE 19x380x380 CONCRETO f'c=250 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 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 5 5 5 DETAIL SCALE = 1:25 1 S7 DETAIL SCALE = 1:25 1 S7 1 S7 NPT 0.00 VER DETALLE 5 5 5 5 12/14 5 5 JUNTA DE NPT 0.00 AISLAMIENTO 5 CON SELLO CLASTOMERICO DE 12.7cm ESP. POR 3.6cm PROF. 127 36 127 DIM EN MM DIM EN MM 36

Language	Spanish
Drawing Type	Detail
Category	Utilitarian Buildings
Additional Screenshots
File Type	dwg
Materials	Concrete, Other
Measurement Units	Imperial
Footprint Area
Building Features
Tags	adega, armazenamento, autocad, barn, cave, celeiro, cellar, cuts, DETAIL, details, DWG, grange, industrial, keller, le stockage, plant, scheune, shed, speicher, storage, structures, warehouse